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FOOTING PLAN SCALE 1:100 GROUND SLAB TO BE 100mm THICK, 1-SL62 TOP MESH, 30mm COVER, 225mm LAPS UNO LOT BOUNDARY SF1 SF2 SF2 SF1 SF1 SF1 PF1/C1 SF1 SF1 SF1 PF2 PF2 SF2 PF3/C2 PF3/C2 SF2 SF1 SF2 GARAGE SLAB TO BUILDER'S DETAILS (FFL - 1c) PF4 LIMESTONE RETAINING WALL (500mm HEIGHT) FIRST FLOOR OUTLINE GARAGE SLAB TO BUILDER'S DETAILS GARAGE SLAB TO BUILDER'S DETAILS SF3 SF2 SF2 PF1 SF2 SF2 SF2 SF2 SF1 SF1 SF2 SF2 SF2 PF1/C1 PF2 SF1 SF1 SF1 SF1 SF1 SF4 SF4 SF4 SF4 SF4 PF5 SF1 SF1 SF1 SF2 PF2 SF2 SF2 SF1 SF1 SF3 SF3 MASS BRICK RETAINING WALL SF1 SF1 SF2 SF2 SF5 SF5 SF2 SF2 SF2 SF1 SF1 SF1 SF2 FIRST FLOOR OUTLINE LIMESTONE RETAINING WALL (800mm MAXIMUM HEIGHT) PF1 PF5/C3 UNIT 1 FIBRO FENCE DRYING AREA PAVEMENT TO BUILDER'S DETAILS DRYING AREA PAVEMENT TO BUILDER'S DETAILS WET AREA SET DOWN 20mm, MAINTAIN SLAB THICKNESS (SHOWN HATCHED) C4 C4 C4 C4 RE RE RE RE RE RE RE RE RE RE RE RE 1000 1000 1-SL62 ADDITIONAL TOP MESH (LOCATE AS SHOWN) 1000 1000 FD1 S2 FD1 S2 FD2 S2 FD2 S2 FD3 S2 FD3 S2 FD4 S2 FD4 S2 FD5 S2 FD5 S2 FD6 S2 FD6 S2 RE 2-N16-200 x 2000mm LONG RE-ENTRANT BAR, CENTRAL TO SLAB LEGEND: FFL + 36.55 UNIT 2 FFL + 36.55 UNIT 3 FFL + 37.00 FFL - 1c FFL - 1c ALFRESCO PAVEMENT TO BUILDER'S DETAILS FFL - 1c ALFRESCO PAVEMENT TO BUILDER'S DETAILS FFL - 1c ALFRESCO PAVEMENT TO BUILDER'S DETAILS FFL - 1c EXTRA BRICK LEAF UNDER STAIR PF2 PF2 UNIT 1 UNIT 2 UNIT 3 FD7 S2 FD7 S2 FD8 S2 FD8 S2 FD9 S2 FD9 S2 FD10 S2 FD10 S2 FD11 S2 FD11 S2 L10 GALVANIZED CENTRAL ROD FULL HEIGHT (TYPICAL AS SHOWN ON ISOLATED AND ATTACHED BRICK PIERS) IT1 IT1 IT1 IT1 IT1 IT1 IT1 IT1 IT1 IT1 IT1 IT1 IT1 IT1 IT1 IT1 IT1 IT1 IT1 IT1 IT1 MEMBER SCHEDULE NAME DESCRIPTION FOOTINGS PF1 450 x 450 x 280DEEP MASS CONCRETE PAD FOOTING PF2 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING PF3 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING PF4 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING PF5 1300 x 1200 x 280DEEP PAD FOOTING WITH 1-SL82 BOTTOM MESH STEEL COLUMNS C1 139.7 x 5 G250 CHS C2 100 x 50 x 5 G350 RHS C3 75 x 3 G350 SHS C4 180UB16 FIRST FLOOR CONCRETE BEAMS DB1 6c DEEP x 290WIDE, 3-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 250mm CENTRES DB2 7c DEEP x 190WIDE, 4-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 300mm CENTRES DB3 5c DEEP x 190WIDE, 2-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 300mm CENTRES DB4 8c DEEP x 190WIDE, 4-N20 TOP AND BOTTOM BARS, 2-N16 CENTRAL BARS, L6 TIES SPACED AT 300mm CENTRES FIRST FLOOR STEEL BEAMS FB1 310UC96 FB2 310UC96 SLA1 100x8 EA SHELF LINTEL WITH R12 LUGS, 200mm LONG, 50mm COG, LOCATED 100mm FROM ANGLE ENDS AND 450mm CENTRES IN BETWEEN ROOF BEAMS SA1 180UB16 AB1 250PFC GRB1 300x63 SINGLE SPLAY WESBEAM LVL GRB2 360x63 DOUBLE SPLAY WESBEAM LVL FRB1 240x63 DOUBLE SPLAY WESBEAM LVL FRB2 300x63 WESBEAM LVL FRB3 300x63 SINGLE SPLAY WESBEAM LVL FRB4 300x63 WESBEAM LVL FRB5 300x45 WESBEAM LVL FRB6 240x45 WESBEAM LVL OTHER MEMBERS ST1 DOUBLE 90 x 45 MGP10 VERTICAL STUD WB1 30 x 0.8 PGI STRAP WALL CROSS BRACING TD1 1-L10 GALVANIZED TIE DOWN ROD LOCATE TO CENTRAL OF CAVITY WALL, FULLY WELD TO 8PL CLEAT AT TOP AND FIX TO ROOF BEAM OVER VIA 2M10 BOLTS OR FULLY WELD WHEN APPLICABLE, EMBED BOTTOM 100mm INTO SLAB, 50mm COG
7

Apartment in Perth, Australia by

Jan 21, 2017

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Page 1: Apartment in Perth, Australia by

FOOTING PLANSCALE 1:100

GROUND SLAB TO BE 100mm THICK, 1-SL62 TOP MESH, 30mm COVER, 225mm LAPS UNO

LOT BOUNDARY

SF1

SF2

SF2 SF1 SF1

SF1

PF1/C1

SF1

SF1

SF1

PF2

PF2

SF2

PF3/

C2

PF3/

C2

SF2

SF1

SF2

GARAGE SLAB TOBUILDER'S DETAILS

(FFL - 1c)

PF4

LIMESTONERETAINING WALL(500mm HEIGHT)

FIRST FLOOROUTLINE

GARAGE SLAB TOBUILDER'S DETAILS

GARAGE SLAB TOBUILDER'S DETAILS

SF3

SF2

SF2

PF1

SF2

SF2

SF2

SF2

SF1

SF1

SF2

SF2

SF2

PF1/

C1

PF2

SF1

SF1SF

1

SF1

SF1

SF4

SF4

SF4

SF4

SF4

PF5

SF1

SF1

SF1

SF2

PF2

SF2

SF2

SF1SF1

SF3

SF3

MASS BRICKRETAINING WALL

SF1SF

1SF

2

SF2

SF5

SF5

SF2

SF2

SF2

SF1 SF1

SF1

SF2

FIRST FLOOROUTLINE

LIMESTONE RETAINING WALL(800mm MAXIMUM HEIGHT)

PF1

PF5/C3

UNIT 1

FIBR

O F

ENC

E

DRY

ING

ARE

A P

AV

EMEN

TTO

BUI

LDER

'S D

ETA

ILS

DRY

ING

ARE

A P

AV

EMEN

TTO

BUI

LDER

'S D

ETA

ILS

WET AREA SET DOWN 20mm,MAINTAIN SLAB THICKNESS

(SHOWN HATCHED)

C4

C4

C4

C4

RE

RE

RE

RE

RE

RE

RE

RE

RE

RE

RE

RE

1000

1000

1-SL62 ADDITIONALTOP MESH (LOCATE

AS SHOWN)

1000

1000

FD1S2

FD1S2

FD2S2

FD2S2

FD3S2

FD3S2

FD4S2

FD4S2

FD5S2

FD5S2

FD6S2

FD6S2

RE 2-N16-200 x 2000mm LONG RE-ENTRANT BAR, CENTRAL TO SLAB

LEGEND:

FFL + 36.55

UNIT 2FFL + 36.55

UNIT 3FFL + 37.00

FFL - 1c

FFL - 1c

ALF

RESC

O P

AV

EMEN

TTO

BUI

LDER

'S D

ETA

ILS

FFL

- 1c

ALF

RESC

O P

AV

EMEN

TTO

BUI

LDER

'S D

ETA

ILS

FFL

- 1c

ALFRESCO PAVEMENTTO BUILDER'S DETAILS

FFL - 1c

EXTRA BRICK LEAFUNDER STAIR

PF2

PF2

UNIT 1 UNIT 2

UNIT 3

FD7S2

FD7S2

FD8S2

FD8S2

FD9S2

FD9S2

FD10S2

FD10S2

FD11S2

FD11S2

L10 GALVANIZED CENTRALROD FULL HEIGHT (TYPICALAS SHOWN ON ISOLATEDAND ATTACHED BRICK PIERS)

IT1

IT1IT1

IT1

IT1IT1

IT1

IT1

IT1IT1

IT1

IT1

IT1

IT1

IT1

IT1

IT1

IT1

IT1

IT1

IT1

MEMBER SCHEDULENAME DESCRIPTION

FOOTINGS

PF1 450 x 450 x 280DEEP MASS CONCRETE PAD FOOTING

PF2 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING

PF3 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING

PF4 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING

PF5 1300 x 1200 x 280DEEP PAD FOOTING WITH 1-SL82 BOTTOM MESH

STEEL COLUMNS

C1 139.7 x 5 G250 CHS

C2 100 x 50 x 5 G350 RHS

C3 75 x 3 G350 SHS

C4 180UB16

FIRST FLOOR CONCRETE BEAMS

DB1 6c DEEP x 290WIDE,3-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 250mm CENTRES

DB2 7c DEEP x 190WIDE,4-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 300mm CENTRES

DB3 5c DEEP x 190WIDE,2-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 300mm CENTRES

DB4 8c DEEP x 190WIDE, 4-N20 TOP AND BOTTOM BARS,2-N16 CENTRAL BARS, L6 TIES SPACED AT 300mm CENTRES

FIRST FLOOR STEEL BEAMS

FB1 310UC96

FB2 310UC96

SLA1 100x8 EA SHELF LINTEL WITH R12 LUGS, 200mm LONG, 50mm COG,LOCATED 100mm FROM ANGLE ENDS AND 450mm CENTRES IN BETWEEN

ROOF BEAMS

SA1 180UB16

AB1 250PFC

GRB1 300x63 SINGLE SPLAY WESBEAM LVL

GRB2 360x63 DOUBLE SPLAY WESBEAM LVL

FRB1 240x63 DOUBLE SPLAY WESBEAM LVL

FRB2 300x63 WESBEAM LVL

FRB3 300x63 SINGLE SPLAY WESBEAM LVL

FRB4 300x63 WESBEAM LVL

FRB5 300x45 WESBEAM LVL

FRB6 240x45 WESBEAM LVL

OTHER MEMBERS

ST1 DOUBLE 90 x 45 MGP10 VERTICAL STUD

WB1 30 x 0.8 PGI STRAP WALL CROSS BRACING

TD1

1-L10 GALVANIZED TIE DOWN RODLOCATE TO CENTRAL OF CAVITY WALL, FULLY WELD TO 8PL CLEAT AT TOP

AND FIX TO ROOF BEAM OVER VIA 2M10 BOLTS OR FULLY WELD WHENAPPLICABLE, EMBED BOTTOM 100mm INTO SLAB, 50mm COG

Page 2: Apartment in Perth, Australia by

SECTIONSCALE 1:20

FD1S1

SECTIONSCALE 1:20

FD2S1

SECTIONSCALE 1:20

FD5S1

SECTIONSCALE 1:20

FD3S1

SECTIONSCALE 1:20

FD4S1

SECTIONSCALE 1:20

FD6S1

SECTIONSCALE 1:20

FD7S1

SECTIONSCALE 1:20

FD8S1

SECTIONSCALE 1:20

FD9S1

SECTIONSCALE 1:20

FD10S1

SECTIONSCALE 1:20

FD11S1

500IT1

MASONRYWALL

REFER TO PLANFOR SLAB DETAILS C

OLU

MN

GL

10mm BASEPLATE WITH2-M10 x 60 LONG SCREW-INANCHORS (TYPICALCOLUMN TO FOOTINGCONNECTION UNO)

FOOTING

GL

FOOTING

150

500 L10 GALVANIZED

STARTER ROD

L10 GALVANIZEDCENTRAL ROD FULL

HEIGHT OF BRICK PIER,LAPPED TO STARTER ROD

FULL HEIGHT GROUT

==

INTERNAL COLUMNCONNECTED TO FOOTING VIA10mm BASEPLATE WITH 2-M10 x60 LONG SCREW-IN ANCHOR

500

SEE PLAN FORSLAB DETAILS

100

280

380

MIN

GL

135°

300 MIN

MINIMUMSERVICE PIPEDISTANCE TOFOOTING

MASONRYWALL

50

172-

600

SF1

WPMTHROUGHOUT

300

SEE PLAN FORSLAB DETAILS

100

280

380

MIN

GL

135°

300 MIN

MINIMUMSERVICE PIPEDISTANCE TOFOOTING

MASONRYWALL

50

172-

600

SF2

WPMTHROUGHOUT

300

SEE PLAN FORSLAB DETAILS

100

280

380

MIN

GL

135°

300 MIN

MINIMUMSERVICE PIPEDISTANCE TOFOOTING

MASONRYWALL

50

172-

600

SF3

WPMTHROUGHOUT

500

SEE PLAN FORSLAB DETAILS

100

280

MASONRYWALL

50

172-

600

SF4

WPMTHROUGHOUT

50 300

SEE PLAN FORSLAB DETAILS

100

280

MASONRYWALL

50

172-

600

SF5

WPMTHROUGHOUT

50

WPMTHROUGHOUT

135°

AS PER SECTIONFD6 U NO

20

135°

225

100

230

230

AS PER SECTIONFD1 UNO

FOOTING

GARAGE SLABBY OTHERS

GL

FOOTING

ATTACHEDBRICK PIER

150

L10 GALVANIZEDSTARTER ROD

L10 GALVANIZEDCENTRAL ROD FULLHEIGHT OF BRICK PIER,LAPPED TO STARTER ROD

==

TYPICAL LIMESTONERETAINING WALL DETAILS

SCALE 1:20

TYPICAL FOOTING STEP DETAILSSCALE 1:20

D

D

600

MA

X

1.5D 50

MINIMUM 3 BRICKSTO NEXT STEP

TYPICAL MASS BRICKRETAINING WALL DETAILS

SCALE 1:20

GL

GL

150

MIN

570

MA

XIM

UM

GL

GL

200

MIN

890

MA

XIM

UM

570mm MAXIMUM HEIGHT 890mm MAXIMUM HEIGHT

STANDARD BLOCKTO BE 1000x350x350

NATURAL CUT ORRECONSTITUTED

LIMESTONE

LIMESTONE RETAINING WALL NOTES:1. LIMESTONE MAY BE CUT BLOCKS OR FREE STONES. STONE TO

INTERLOCK TO FORM A STRONG BOND. USE STANDARD Ø3.15GALVANIZED MASONRY TIES BETWEEN EACH LEAF, AT 500mmCENTRES HORIZONTALLY IN EACH BED JOINT. CONTACT THEENGINEER PRIOR TO PROCEEDING, IF UNSURE.

2. LIMESTONE TO BE NON-FRIABLE.3. ALL JOINTS TO BE MORTARED WITH 1: 0: 6 OR 1 : 1 : 5 (CEMENT :

LIME : SAND) MORTAR. RUBBLE NOT TO BE USED TO FILL VOIDS.4. DO NOT BACKFILL WALL UNTIL AT LEAST 5 DAYS AFTER

COMPLETION.5. BACKFILL TO BE COMPACTED TO MIN 5 BLOWS/300mm. BACKFILL

WITHIN 1m OF WALL MAY BE COMPACTED TO MIN 4BLOWS/300mm.

6. ENSURE THE WALL DOES NOT SURCHARGE OR UNDERMINE ANYADJACENT RETAINING WALLS OR STRUCTURES EITHER ON THIS ORADJOINING PROPERTIES.

7. DO NOT BUILD OVER OR ADJACENT TO ANY WATER AUTHORITYSEWERS APPROVAL.

300

MIN

GL

200

3c3c

4c

350

470

590

50MASS CONCRETE STRIP FOOTING

GL

BRICK SCREEN WALLAND PIERS AS PERARCHITECTURAL PLAN

MASS BRICK RETAINING WALL NOTES:1. MININUM UNCONFINED COMPRESSIVE STRENGTH TO BE 10MPa.2. ALL JOINTS TO BE MORTARED WITH 1:0:6 OR 1:1:5

(CEMENT:LIME:SAND) MORTAR.3. PROVIDE MASONRY TIES IN VERTICAL JOINTS BETWEEN LEAVES AT

MAXIMUM 4c CENTRES VERTICALLY AND MAXIMUM 600 CENTRESHORIZONTALLY.

4. ALL JOINTS TO BE MORTARED WITH 1: 0: 6 OR 1 : 1 : 5 (CEMENT :LIME : SAND) MORTAR. RUBBLE NOT TO BE USED TO FILL VOIDS.

5. DO NOT BACKFILL WALL UNTIL AT LEAST 5 DAYS AFTERCOMPLETION.

6. BACKFILL TO BE COMPACTED TO MIN 5 BLOWS/300mm. BACKFILLWITHIN 1m OF WALL MAY BE COMPACTED TO MIN 4BLOWS/300mm.

7. ENSURE THE WALL DOES NOT SURCHARGE OR UNDERMINE ANYADJACENT RETAINING WALLS OR STRUCTURES EITHER ON THIS ORADJOINING PROPERTIES.

8. DO NOT BUILD OVER OR ADJACENT TO ANY WATER AUTHORITYSEWERS APPROVAL.

500IT1

MEMBER SCHEDULENAME DESCRIPTION

FOOTINGS

PF1 450 x 450 x 280DEEP MASS CONCRETE PAD FOOTING

PF2 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING

PF3 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING

PF4 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING

PF5 1300 x 1200 x 280DEEP PAD FOOTING WITH 1-SL82 BOTTOM MESH

STEEL COLUMNS

C1 139.7 x 5 G250 CHS

C2 100 x 50 x 5 G350 RHS

C3 75 x 3 G350 SHS

C4 180UB16

FIRST FLOOR CONCRETE BEAMS

DB1 6c DEEP x 290WIDE,3-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 250mm CENTRES

DB2 7c DEEP x 190WIDE,4-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 300mm CENTRES

DB3 5c DEEP x 190WIDE,2-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 300mm CENTRES

DB4 8c DEEP x 190WIDE, 4-N20 TOP AND BOTTOM BARS,2-N16 CENTRAL BARS, L6 TIES SPACED AT 300mm CENTRES

FIRST FLOOR STEEL BEAMS

FB1 310UC96

FB2 310UC96

SLA1 100x8 EA SHELF LINTEL WITH R12 LUGS, 200mm LONG, 50mm COG,LOCATED 100mm FROM ANGLE ENDS AND 450mm CENTRES IN BETWEEN

ROOF BEAMS

SA1 180UB16

AB1 250PFC

GRB1 300x63 SINGLE SPLAY WESBEAM LVL

GRB2 360x63 DOUBLE SPLAY WESBEAM LVL

FRB1 240x63 DOUBLE SPLAY WESBEAM LVL

FRB2 300x63 WESBEAM LVL

FRB3 300x63 SINGLE SPLAY WESBEAM LVL

FRB4 300x63 WESBEAM LVL

FRB5 300x45 WESBEAM LVL

FRB6 240x45 WESBEAM LVL

OTHER MEMBERS

ST1 DOUBLE 90 x 45 MGP10 VERTICAL STUD

WB1 30 x 0.8 PGI STRAP WALL CROSS BRACING

TD1

1-L10 GALVANIZED TIE DOWN RODLOCATE TO CENTRAL OF CAVITY WALL, FULLY WELD TO 8PL CLEAT AT TOP

AND FIX TO ROOF BEAM OVER VIA 2M10 BOLTS OR FULLY WELD WHENAPPLICABLE, EMBED BOTTOM 100mm INTO SLAB, 50mm COG

Page 3: Apartment in Perth, Australia by

FIRST FLOOR SLAB BOTTOM STEEL PLANSCALE 1:100

C2

UNDER

C2UNDER

1c SLAB STEP

1c SOFFIT STEP

1c SLAB STEP

1c SOFFIT STEP

DB1

FB2 (CONTINUOUS)

FB1

SLA

1

SLA1

DB3

DB1

DB3

DB2

DB2SLA1

SLA1

SLA1

SLA1

SLA

1

SLA

1

DB4

SLA1

OPE

N

OPENOPEN

C3

C1

C1

FIRST FLOOR SLAB TOP STEEL PLANSCALE 1:100

TOP DISTRIBUTION STEEL = N12-300

C2

UNDER

C2UNDER

1c SLAB STEP

1c SOFFIT STEP

1c SLAB STEP

1c SOFFIT STEP

DB1

FB2 (CONTINUOUS)

FB1

SLA

1

SLA1

DB3

DB1

DB3

DB2

DB2SLA1

SLA1

SLA1

SLA1

SLA

1

SLA

1

DB4

SLA1

OPE

N

OPENOPEN

C3

C1

C1

N16-300 LB

N12-300 UB,TRIM TO SUIT SLABEDGES AND OPENINGS

LINTEL @ 25c ASPER LINTEL TABLE LINTEL @ 25c AS

PER LINTEL TABLE

500

500

1785

N16-300 x 3300 LONG LTN16-300 x 3300 LONG LT

N12-300 UT,TRIM TO SUIT SLAB

EDGES AND OPENINGS

N12-300 x 7000 LONG LT

N12-300 x 4500 LONG LT

2000

RE

RERE

RERE

RE

RE

RE

RE

N12-300 x 7000 LONG LT

2100

N12-300 x 5200 LONG LT

LEGEND:

RE 2-N16-200 x 2000mm LONG RE-ENTRANT BAR, CENTRAL TO SLAB

N16-300 x 3800 LONG UT

N12-300 LB,TRIM TO SUIT SLABEDGES AND OPENINGS

N16-300 UB

T2 T-LINTEL AT 25c

T1 T-LINTEL AT 25c

T2 T-LINTEL AT 25c

N16-300 LB,TRIM TO SUIT SLABEDGES AND OPENINGS

N16-300 UB

N12-300 UB,TRIM TO SUIT SLAB

EDGES AND OPENINGS

N12-300 LB,TRIM TO SUIT SLAB EDGES

AND OPENINGS

N12-300 LB,TRIM TO SUIT SLAB EDGES

AND OPENINGS

RE

RE

RE

RE

N16-300 x 7660 LONG UT

1500

N16-200 x 3000 LONG LT

N12-300 LT

N12-300 x 1900 LONG LT

800

N12-300 x 3700 LONG LT

N12-300 x 5000 LONG UT

N12-300 UT

SL1S4

SL1S4

SL2S4

SL2S4

2-N20-150 LB2-N20-150 LB

SL3S4

SL3S4

FIRST FLOOR SLAB PLANSCALE 1:100

C2

UNDER

C2UNDER

1c SLAB STEP

1c SOFFIT STEP

1c SLAB STEP

1c SOFFIT STEP

DB1

FB2 (CONTINUOUS)

FB1

SLA

1

SLA1

DB3

DB1

DB3

DB2

DB2SLA1

SLA1

SLA1

SLA1

SLA

1

SLA

1

DB4

SLA1

OPE

N

OPENOPEN

C3

C1

C1

GROUND FLOOR LOAD BEARING WALL

FIRST FLOOR WALL

2c THICK SLAB AREA

20mm WET AREA SET DOWN, 152mm REDUCED SLAB THICKNESS

LEGEND:

200 x 190 MINIMUM ENDBEARING FOR DB2

290 x 190 MINIMUM ENDBEARING FOR DB1

SL4S4

SL4S4

SL5S4

SL5S4

SL6S4

SL6S4

SL7S4

SL7S4

SL8S4

SL8S4

EXTRA BRICK LEAFUNDER STAIR

EXTRA BRICK LEAFUNDER STAIR

ST1S4

ST1S4

ST2S4

ST2S4

230 x 190 MINIMUM ENDBEARING FOR DB4

2-N16-150 LB

1-N16 LB

1-N16 LB

2-N16-150 UB

1-N16 LB

1-N16 UB

2-N16-150 LB

2-N20-200 LB

2-N20-200 UB

1-N20 LB

1-N16 UB

1-N20 LB

1-N16 UB

1-N16 LB

2-N16-200 UT

MEMBER SCHEDULENAME DESCRIPTION

FOOTINGS

PF1 450 x 450 x 280DEEP MASS CONCRETE PAD FOOTING

PF2 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING

PF3 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING

PF4 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING

PF5 1300 x 1200 x 280DEEP PAD FOOTING WITH 1-SL82 BOTTOM MESH

STEEL COLUMNS

C1 139.7 x 5 G250 CHS

C2 100 x 50 x 5 G350 RHS

C3 75 x 3 G350 SHS

C4 180UB16

FIRST FLOOR CONCRETE BEAMS

DB1 6c DEEP x 290WIDE,3-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 250mm CENTRES

DB2 7c DEEP x 190WIDE,4-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 300mm CENTRES

DB3 5c DEEP x 190WIDE,2-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 300mm CENTRES

DB4 8c DEEP x 190WIDE, 4-N20 TOP AND BOTTOM BARS,2-N16 CENTRAL BARS, L6 TIES SPACED AT 300mm CENTRES

FIRST FLOOR STEEL BEAMS

FB1 310UC96

FB2 310UC96

SLA1 100x8 EA SHELF LINTEL WITH R12 LUGS, 200mm LONG, 50mm COG,LOCATED 100mm FROM ANGLE ENDS AND 450mm CENTRES IN BETWEEN

ROOF BEAMS

SA1 180UB16

AB1 250PFC

GRB1 300x63 SINGLE SPLAY WESBEAM LVL

GRB2 360x63 DOUBLE SPLAY WESBEAM LVL

FRB1 240x63 DOUBLE SPLAY WESBEAM LVL

FRB2 300x63 WESBEAM LVL

FRB3 300x63 SINGLE SPLAY WESBEAM LVL

FRB4 300x63 WESBEAM LVL

FRB5 300x45 WESBEAM LVL

FRB6 240x45 WESBEAM LVL

OTHER MEMBERS

ST1 DOUBLE 90 x 45 MGP10 VERTICAL STUD

WB1 30 x 0.8 PGI STRAP WALL CROSS BRACING

TD1

1-L10 GALVANIZED TIE DOWN RODLOCATE TO CENTRAL OF CAVITY WALL, FULLY WELD TO 8PL CLEAT AT TOP

AND FIX TO ROOF BEAM OVER VIA 2M10 BOLTS OR FULLY WELD WHENAPPLICABLE, EMBED BOTTOM 100mm INTO SLAB, 50mm COG

Page 4: Apartment in Perth, Australia by

SECTIONSCALE 1:20

SL1S3

SLAB REINFORCEMENT KEYNTS

UT

LB

LT

UB

SECTIONSCALE 1:20

SL2S3

SECTIONSCALE 1:20

SL4S4

3-N20 BOTTOM BARSCOG 260mm AT ENDS

260

260

3-N20 TOP BARSSEE PLAN FOR SLAB

REINFORCEMENT DETAILS

L6 TIES SPACED AT 250mmCENTRES, TIES TO START ATFACE OF SUPPORT

172

344

100

290DB1

516

BALLUSTRADE TOBUILDER'S DETAILS

1c S

OFF

IT ST

EP

1c S

LAB

STEP

SEE PLAN FOR SLABREINFORCEMENT DETAILS

190DB2

DB3190

172

430

172

258 43

0

SLA1

SLA1

230

4-N20 BOTTOM BARSCOG 260mm AT ENDS

260

260

L6 TIES SPACED AT 300mmCENTRES, TIES TO START AT

FACE OF SUPPORT

4-N20TOP BARS

2-N20TOP BARS

2-N20 BOTTOM BARSCOG 260mm AT ENDS

260

260

L6 TIES SPACED AT 300mmCENTRES, TIES TO START ATFACE OF SUPPORT

SECTIONSCALE 1:20

SL3S3

516

DB1

DB2

DB3 BEHINDCANTILEVER DB1 WITH SLA1

1c S

LAB

STEP

1000

3-N20 BOTTOM BARSCOG 260mm AT ENDS

L6 TIES SPACED AT 250mmCENTRES, TIES TO START AT

FACE OF SUPPORT

260

260

3-N20 TOP BARS

(REO NOT SHOWN) FACE BRICK OVER SLA1IN FRONT OF DB1

SEE PLAN FOR SLABREINFORCEMENT DETAILS

SECTIONSCALE 1:20

SL5S3

190DB4

516

SLA1

L6 TIES SPACED AT 300mmCENTRES, TIES TO START AT

FACE OF SUPPORT

4-N20TOP BARS

SEE PLAN FOR SLABREINFORCEMENT DETAILS

172

4-N20 BOTTOM BARSCOG 260mm AT ENDS

260

260

2-N16CENTRALBARS

SLA1

DRIP GROOVE

SECTIONSCALE 1:20

SL6S3

DB4

FB1

OUTLINE OF TOP OFSUSPENDED SLAB

172

16mm END PLATE WITH2-POWERS PSA-24-25/130G

ANCHOR TO DOWNTURN BEAM

16mm BEARING PLATE,FULL WIDTH OF FB1

SECTIONSCALE 1:20

SL7S4

SLA1

BRICK PIER

ROOF LINE16mm CAP PLATE,

WIDTH TO MATCH BEAMFLANGE, SLOPE TO SUIT

162

FB1FB2 BEHIND

3-M20 BOLTS TO16mm CLEAT

WELDED TO FB2(5mm CFW ALL

AROUND)

FIRST FLOOR EXTERNALBRICK WALL

SEE PLAN FOR SLABREINFORCEMENT DETAILS

N16-300 x 500 LONGLUGS, PRE-WELDED TOFB1, 2-N12-200 TIES

50

172

SECTIONSCALE 1:20

SL8S4

FB2

172

SEE PLAN FOR SLABREINFORCEMENT DETAILS

N16-300 x 500 LONGLUGS, PRE-WELDED TOFB2, 2-N12-200 TIES

50

FIRST FLOOR EXTERNALTIMBER STUD WALL

500

N12-300

N12-200

300

500500

150 WAIST

SEE PLAN FOR SLABREINFORCEMENT DETAILS

N12-200 BOTTOM LONGITUDINALBARS WITH N12-300 DISTRIBUTION

BARS, CAST 150 INTO FOOTING

SECTIONSCALE 1:20

ST2S4

SECTIONSCALE 1:20

ST1S4

150

150

WAI

STN12-300

N12-200

500

N12-300

N12-200

EXTRA BRICK LEAFUNDER STAIR

MEMBER SCHEDULENAME DESCRIPTION

FOOTINGS

PF1 450 x 450 x 280DEEP MASS CONCRETE PAD FOOTING

PF2 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING

PF3 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING

PF4 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING

PF5 1300 x 1200 x 280DEEP PAD FOOTING WITH 1-SL82 BOTTOM MESH

STEEL COLUMNS

C1 139.7 x 5 G250 CHS

C2 100 x 50 x 5 G350 RHS

C3 75 x 3 G350 SHS

C4 180UB16

FIRST FLOOR CONCRETE BEAMS

DB1 6c DEEP x 290WIDE,3-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 250mm CENTRES

DB2 7c DEEP x 190WIDE,4-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 300mm CENTRES

DB3 5c DEEP x 190WIDE,2-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 300mm CENTRES

DB4 8c DEEP x 190WIDE, 4-N20 TOP AND BOTTOM BARS,2-N16 CENTRAL BARS, L6 TIES SPACED AT 300mm CENTRES

FIRST FLOOR STEEL BEAMS

FB1 310UC96

FB2 310UC96

SLA1 100x8 EA SHELF LINTEL WITH R12 LUGS, 200mm LONG, 50mm COG,LOCATED 100mm FROM ANGLE ENDS AND 450mm CENTRES IN BETWEEN

ROOF BEAMS

SA1 180UB16

AB1 250PFC

GRB1 300x63 SINGLE SPLAY WESBEAM LVL

GRB2 360x63 DOUBLE SPLAY WESBEAM LVL

FRB1 240x63 DOUBLE SPLAY WESBEAM LVL

FRB2 300x63 WESBEAM LVL

FRB3 300x63 SINGLE SPLAY WESBEAM LVL

FRB4 300x63 WESBEAM LVL

FRB5 300x45 WESBEAM LVL

FRB6 240x45 WESBEAM LVL

OTHER MEMBERS

ST1 DOUBLE 90 x 45 MGP10 VERTICAL STUD

WB1 30 x 0.8 PGI STRAP WALL CROSS BRACING

TD1

1-L10 GALVANIZED TIE DOWN RODLOCATE TO CENTRAL OF CAVITY WALL, FULLY WELD TO 8PL CLEAT AT TOP

AND FIX TO ROOF BEAM OVER VIA 2M10 BOLTS OR FULLY WELD WHENAPPLICABLE, EMBED BOTTOM 100mm INTO SLAB, 50mm COG

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Page 5: Apartment in Perth, Australia by

FIRST FLOOR ROOF PLANSCALE 1:100

(METAL ROOF)

BRICK WALL

TIMBER STUD WALL

LEGEND:

BOX GUTTER TOBUILDER'S DETAILS(SHOWN HATCHED)FT1 T-LINTEL @ 58c

FT1 T-LINTEL @ 58cFT1 T-LINTEL @ 58c

FRB1

FRB2FRB3

FT1 T-LINTEL @ 58c

FRB6

TD1TD1

TD1TD1

TD1TD1TD1 TD1

TD1

ST1

UNDERST1UNDER

ST1

UNDER

GROUND FLOOR ROOF PLANSCALE 1:100

(METAL ROOF)

SA1

SA1

SA1

C4

C4

C4

C4

TD1

TD1 TD1

TD1

GT1 T-LINTEL @ 25c

GT1 T-LINTEL @ 28c

GT1

T-L

INTE

L @

25c

GT1

T-L

INTE

L @

28c

GRB

1

GT1 T-LINTEL @ 25c

GT1

T-L

INTE

L @

25c

GT1 T-LINTEL @ 28c

GRB2

TD1TD1

TD1TD1

TD1 TD1

C1

AB1

AB1

AB1

FIRST FLOOROUTLINE

BOX GUTTER TO BUILDER'SDETAILS (SHOWN HATCHED)

C1AB1

AB1

AB1

MITRE CUT AND FULLY WELDED(TYPICAL CORNER CONNECTIONFOR CHANNEL AWNING FRAMES)

6mm END PLATE WITH 2-M10 x 100LONG SCREW-IN ANCHOR TO BRICK

WALL (TYPICAL GROUND FLOOR ROOFBEAM TO BRICK WALL CONNECTION)

FULLY WELD AWNING BEAM TOCOLUMN (TYPICAL)

FIRST FLOOROUTLINE

TD1

T-LINTEL AS NOTEDIN THE FIRST FLOOR

SLAB PLAN

MITRE CUT AND FULLY WELDED(TYPICAL CONNECTION)

C3

100x100x8 EALINTEL @ 27c

100x75x8 UALINTEL @ 25c

100x75x8 UALINTEL @ 25c

TIE DOWN ROOF BEAM FRB6 VIA 30x 0.8 PGI STRAP, BOTTOM OF STRAPTO BE WELDED TO LINTEL UNDER,TOP OF STRAP TO BE TO BE LOOPEDOVER ROOF BEAM AND FIXED VIA2-30mm x 2mm Ø NAILS EACH SIDEOF ROOF BEAM

FRB4

FRB5

TIEDOWNAS PERROOFBEAMFRB6

TIEDOWNAS PERROOFBEAMFRB6

TD1

TD1

MEMBER SCHEDULENAME DESCRIPTION

FOOTINGS

PF1 450 x 450 x 280DEEP MASS CONCRETE PAD FOOTING

PF2 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING

PF3 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING

PF4 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING

PF5 1300 x 1200 x 280DEEP PAD FOOTING WITH 1-SL82 BOTTOM MESH

STEEL COLUMNS

C1 139.7 x 5 G250 CHS

C2 100 x 50 x 5 G350 RHS

C3 75 x 3 G350 SHS

C4 180UB16

FIRST FLOOR CONCRETE BEAMS

DB1 6c DEEP x 290WIDE,3-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 250mm CENTRES

DB2 7c DEEP x 190WIDE,4-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 300mm CENTRES

DB3 5c DEEP x 190WIDE,2-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 300mm CENTRES

DB4 8c DEEP x 190WIDE, 4-N20 TOP AND BOTTOM BARS,2-N16 CENTRAL BARS, L6 TIES SPACED AT 300mm CENTRES

FIRST FLOOR STEEL BEAMS

FB1 310UC96

FB2 310UC96

SLA1 100x8 EA SHELF LINTEL WITH R12 LUGS, 200mm LONG, 50mm COG,LOCATED 100mm FROM ANGLE ENDS AND 450mm CENTRES IN BETWEEN

ROOF BEAMS

SA1 180UB16

AB1 250PFC

GRB1 300x63 SINGLE SPLAY WESBEAM LVL

GRB2 360x63 DOUBLE SPLAY WESBEAM LVL

FRB1 240x63 DOUBLE SPLAY WESBEAM LVL

FRB2 300x63 WESBEAM LVL

FRB3 300x63 SINGLE SPLAY WESBEAM LVL

FRB4 300x63 WESBEAM LVL

FRB5 300x45 WESBEAM LVL

FRB6 240x45 WESBEAM LVL

OTHER MEMBERS

ST1 DOUBLE 90 x 45 MGP10 VERTICAL STUD

WB1 30 x 0.8 PGI STRAP WALL CROSS BRACING

TD1

1-L10 GALVANIZED TIE DOWN RODLOCATE TO CENTRAL OF CAVITY WALL, FULLY WELD TO 8PL CLEAT AT TOP

AND FIX TO ROOF BEAM OVER VIA 2M10 BOLTS OR FULLY WELD WHENAPPLICABLE, EMBED BOTTOM 100mm INTO SLAB, 50mm COG

Page 6: Apartment in Perth, Australia by

FIRST FLOOR WALL BRACING PLANSCALE 1:100

TIMBER WALL FRAME ASPER TIMBER FRAMING

NOTES ON SHEET S0

WB1

WB1

WB1

WB1

WB1

WB1

WB1

WB1

WB1

WB1

WB1

WB1

FIX ENDS OF WALL STRAPBRACING TO SIDE OF WALL

TOP AND BOTTOM PLATES VIA4-75mm x 3.05mm Ø NAILS

(TYPICAL)

BRICK WALL

TIMBER STUD WALL

LEGEND:

WB1

MEMBER SCHEDULENAME DESCRIPTION

FOOTINGS

PF1 450 x 450 x 280DEEP MASS CONCRETE PAD FOOTING

PF2 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING

PF3 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING

PF4 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING

PF5 1300 x 1200 x 280DEEP PAD FOOTING WITH 1-SL82 BOTTOM MESH

STEEL COLUMNS

C1 139.7 x 5 G250 CHS

C2 100 x 50 x 5 G350 RHS

C3 75 x 3 G350 SHS

C4 180UB16

FIRST FLOOR CONCRETE BEAMS

DB1 6c DEEP x 290WIDE,3-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 250mm CENTRES

DB2 7c DEEP x 190WIDE,4-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 300mm CENTRES

DB3 5c DEEP x 190WIDE,2-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 300mm CENTRES

DB4 8c DEEP x 190WIDE, 4-N20 TOP AND BOTTOM BARS,2-N16 CENTRAL BARS, L6 TIES SPACED AT 300mm CENTRES

FIRST FLOOR STEEL BEAMS

FB1 310UC96

FB2 310UC96

SLA1 100x8 EA SHELF LINTEL WITH R12 LUGS, 200mm LONG, 50mm COG,LOCATED 100mm FROM ANGLE ENDS AND 450mm CENTRES IN BETWEEN

ROOF BEAMS

SA1 180UB16

AB1 250PFC

GRB1 300x63 SINGLE SPLAY WESBEAM LVL

GRB2 360x63 DOUBLE SPLAY WESBEAM LVL

FRB1 240x63 DOUBLE SPLAY WESBEAM LVL

FRB2 300x63 WESBEAM LVL

FRB3 300x63 SINGLE SPLAY WESBEAM LVL

FRB4 300x63 WESBEAM LVL

FRB5 300x45 WESBEAM LVL

FRB6 240x45 WESBEAM LVL

OTHER MEMBERS

ST1 DOUBLE 90 x 45 MGP10 VERTICAL STUD

WB1 30 x 0.8 PGI STRAP WALL CROSS BRACING

TD1

1-L10 GALVANIZED TIE DOWN RODLOCATE TO CENTRAL OF CAVITY WALL, FULLY WELD TO 8PL CLEAT AT TOP

AND FIX TO ROOF BEAM OVER VIA 2M10 BOLTS OR FULLY WELD WHENAPPLICABLE, EMBED BOTTOM 100mm INTO SLAB, 50mm COG

Page 7: Apartment in Perth, Australia by

DRAWING INDEX:

NO TITLES0 DRAWING INDEX AND ENGINEERING SPECIFICATIONSS1 FOOTING PLANS2 FOOTING DETAILSS3 FIRST FLOOR SLAB PLAN AND DETAILSS4 FIRST FLOOR SLAB DETAILSS5 ROOF PLAN AND DETAILSS6 FIRST FLOOR WALL BRACING PLAN

GENERAL NOTES:

1. CHECK ALL DIMENSIONS ON SITE. DO NOT SCALE FROM DRAWINGS.2. READ ALL ENGINEERING DOCUMENTATION IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. ANY

DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND ENGINEERING DRAWINGS MUST BE CONFIRMED PRIORTO COMMENCEMENT OF CONSTRUCTION.

3. ALL REFERENCED STANDARDS TO BE THE CURRENT VERSION AT THE TIME OF CONSTRUCTION.4. ALL WORK TO CONFORM TO THE NATIONAL CONSTRUCTION CODE (NCC) OF AUSTRALIA.5. ALL DETAILS TO BE CHECKED AND SITE MEASURED, AS REQUIRED, PRIOR TO ORDERING. CHECK ANY DISCREPANCIES

WITH THE ENGINEER.

FOOTING NOTES:

1. SITE IS CLASSIFIED AS CLASS A WITH 150kPa SERVICE BEARING CAPACITY.2. REFER TO SITE CLASSIFICATION REPORT FOR THE SITE WORK PREPARATION.3. NOTIFY THE ENGINEER OF ANY UNUSUAL FEATURES, DISCREPANCIES OR SIGNIFICANT VARIATIONS IN SOIL TYPE OVER

THE BUILDING AREA WHICH MAY BECOME EVIDENT DURING EARTHWORKS.4. PRIOR TO PLACING SAND FILL (WHEN REQUIRED), ENSURE PREPARED BASE IS DRY.5. SAND PAD DEPTH (WHEN REQUIRED) NOT TO EXCEED 150 % OF MINIMUM DEPTH OR 2000 mm WITHOUT THE

ENGINEER'S APPROVAL.6. ALL SAND FILL MATERIAL TO BE CLEAN, WELL GRADED SAND, COMPACTED IN WATERED 300 mm LAYERS. FILL TO BE

TESTED FOR FULL DEPTH USING STANDARD PERTH SAND PENETROMETER TO ACHIEVE TEST RESULTS OF MIN 7BLOWS/300 mm.

7. ROOF WATER TO BE TAKEN AWAY AND NOT ALLOWED TO PERCOLATE UNDER FOOTINGS. IF NECESSARY CONNECTINTO SUBSOIL DRAIN SYSTEM.

8. SURFACE WATER NOT TO POND IMMEDIATELY ADJACENT TO FOOTINGS.9. WHERE PLUMBING PIPES PASS THROUGH THE FOOTINGS, INCREASE FOOTING DEPTH LOCALLY BY AN AMOUNT AT

LEAST EQUAL TO THE PIPE DIAMETER.10. BUILDER TO ENSURE THAT CLIENT BE INFORMED OF NECESSITY TO MAINTAIN DRAINS IN GOOD WORKING ORDER AT

ALL TIMES.

CONCRETE NOTES:

1. ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE CONCRETE STRUCTURES CODE AS 3600. BLENDED CEMENT(TYPE GB) SHALL CONFORM WITH AS 3972.

2. REFER CONCRETE TABLE BELOW FOR 28 DAY CYLINDER STRENGTH AND SLUMP VALUES.

3. REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS;R INDICATES PLAIN REINFORCING BAR R250N TO AS/NZS 4671.L INDICATES PLAIN OR DEFORMED WIRE R500L OR D500L TO AS/NZS 4671.RL INDICATES DEFORMED RECTANGULAR MESH D500RL TO AS/NZS 4671.SL INDICATES DEFORMED SQUARE MESH D500L TO AS/NZS 4671.N INDICATES DEFORMED BARS D500N TO AS/NZS 4671.S INDICATES DEFORMED BARS D250N TO AS/NZS 4671.TM SUFFIX INDICATES TRENCH MESH USING DEFORMED BARS D500L TO AS/NZS 4671.

4. REINFORCEMENT SHALL BE PLACED WITH ACCURATE COVER AS PER CONCRETE TABLE THIS PAGE. ALL SUSPENDEDSLAB REINFORCEMENT SHOULD BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE COMMENCEMENT OF THEPOUR.

5. MAIN REINFORCEMENT MAY BE SPLICED AS NECESSARY WITH A LAP OF 40 x BAR DIAMETER.6. DISTRIBUTION STEEL IN SLABS MAY BE SPLICED AS NECESSARY WITH A LAP OF 38 x DIAMETER.7. MESH TO BE LAPPED AS NOTED ON DRAWINGS.6. ALL GALVANIZED ITEMS WHICH ARE CAST INTO CONCRETE ARE TO BE PASSIVATED IN A 0.2% SODIUM DICHROMATE

SOLUTION OR EQUIVALENT.7. ALL FORMWORK SHALL BE RIGIDLY CONSTRUCTED OF APPROVED MATERIAL. FORMWORK AND SUPPORTS SHALL BE

DESIGNED TO WITHSTAND ALL POSSIBLE LOAD COMBINATIONS DURING CONSTRUCTION.8. POUR SLABS MONOLITHICALLY.9. UNLESS OTHERWISE SHOWN, CONSTRUCTION JOINTS IN CONCRETE SHALL ONLY BE MADE WITH THE APPROVAL OF

THE ENGINEER.10. ALL SUSPENDED SLAB CONCRETE SHALL BE WELL COMPACTED BY MEANS OF IMMERSION TYPE VIBRATORS.11. ALL CONCRETE SHALL BE CURED CONTINUOUSLY BY APPROVED METHODS AFTER PLACING FOR PERIODS SHOWN

BELOW.12. SUSPENDED SLAB TO BE KEPT PROPPED FOR A MINIMUM 21 DAYS AFTER CONCRETE POUR. DO NOT CONSTRUCT

BRICK WALLS ON PROPPED SLAB UNLESS APPROVED BY THE ENGINEER.13. SUSPENDED SLAB MAY BE STRIPPED 7 DAYS AFTER CONCRETE POUR. ENSURE ADEQUATE PROPS MAINTAINED

DURING STRIPPING STAGE. DO NOT DEPROP AS A WHOLE WHEN STRIPPING.14. PROVIDE TWO LAYERS OF PGI OVER SLAB LOADED WALLS EXCEPT RETAINING WALLS. BEAR ONTO CLEAN

BRICKWORK FOR TOP OF RETAINING WALLS.15. SLAB POUR SYSTEM TO BE AS PER CONTRACTOR'S SPECIFICATION. A CONTINUOUS POUR IS ACCEPTABLE SUBJECT

TO THE SAW CUT JOINTS BEING PLACED WITHIN 6 HOURS OR AS SOON AS THE CONCRETE CAN BE CUT WITHOUTTEARING. THE SAW CUT JOINT IS TO BE 25% OF SLAB THICKNESS UNO. LOCALLY INCREASE THE SLAB MESH COVER ORPROVIDE AN EXTRA LAYER OF MESH x 1200 WIDE CENTRAL TO THE SLAB UNDER SAW CUT JOINTS (OR EQUIVALENTTO ENSURE DOWEL ACTION WILL OCCUR ACROSS THE CUT JOINT). ANY EQUIVALENT DOWEL SYSTEM IS TO BEAPPROVED BY THE ENGINEER PRIOR TO THE CONCRETE POUR.

MASONRY NOTES:

1. ALL MASONRY TO BE IN ACCORDANCE WITH AS3700 "MASONRY STRUCTURES". MASONRY WALLS ARE DESIGNED TOALSO COMPLY WITH PROVISION P2.1 OF THE NCC.

2. AS REFERRED TO IN THIS DOCUMENT, A BRICK COURSE IS STANDARD 86mm HIGH.3. MORTAR CLASS TO BE M3. TYPE GP PORTLAND CEMENT & 100% WHITE PORTLAND CEMENT ARE THE ONLY CEMENTS

ACCEPTABLE FOR USE IN MORTAR.4. ALL BRICKS TO BE LAID ON A FULL BED OF MORTAR. ALL PERPENDS TO BE FULLY MORTARED.5. WHERE CONCRETE BEARS ON MASONRY, TROWEL SMOOTH AND FLAT THE LAYER OF MORTAR AND SEPARATE THE

CONCRETE THEREFROM WITH TWO LAYERS OF 'SUPER ALCOR' OR EQUIVALENT.4. BEDDING UNDER A BEARING OF A STEEL BEAM ON MASONRY AND CONCRETE SHALL BE PROVIDED BY MININUM

20mm GROUT OR MORTAR.5. LOAD BEARING BRICKS SHALL HAVE A MINIMUM CHARACTERISTIC COMPRESSIVE STRENGTH OF 12 MPa UNO AND

BE FULLY BEDDED ON 1:1:6 MORTAR. FASTWALL BRICKS SHALL NOT BE USED.5. AT LEAST TWO BED JOINTS OF WALLS, JUST ABOVE AND JUST BELOW OPENINGS, SHALL BE REINFORCED WITH 2-L6

GALVANIZED HD WIRES EXTENDED 600mm PAST THE OPENING.6. UNLESS NOTED OTHERWISE, ALL LINTELS ARE TO BE AS PER THE FOLLOWING TABLES:

7. MASONRY SHALL NOT OVERHANG THE LINTEL WIDTH BY MORE THAN 25mm.8. LONGER LEG OF LINTELS TO BE VERTICAL.9. LINTELS TO BE SUITABLY PROPPED DURING BRICK LAYING TO MAINTAIN LEVEL.10. T-LINTELS TO BE CENTRAL TO WALL WITH MINIMUM 20mm MORTAR TO TOE OF LINTEL.11. ALL CROSS WALLS SHALL BE FULLY BONDED FOR THEIR FULL HEIGHT.12. ALL CORES IN MASONRY HOLLOW BLOCK WORK BELOW GROUND LEVEL MUST BE FILLED WITH CONCRETE GROUT.

STEEL NOTES:

1. ALL FABRICATION OF STEEL WORK AND TOLERANCES SHALL BE IN ACCORDANCE WITH AS 4100 - STEEL STRUCTURESCODE. MINIMUM WELD TO BE 5mm FILLET.

2. ALL HOLLOW SECTIONS (CHS, RHS AND SHS) SHALL COMPLY WITH AS 1163 - STRUCTURAL STEEL HOLLOW SECTIONS.3. ALL WELDING SHALL BE WELD CATEGORY SP (STRUCTURAL PURPOSE) IN ACCORDANCE WITH THE S.A.A. CODE FOR

WELDING OF STEEL STRUCTURES AS 1554 PART 1.4. THE CONTRACTOR SHOULD SUBMIT TO THE ENGINEERS FOR APPROVAL 2 COPIES OF THE SHOP DRAWINGS BEFORE

COMMENCING FABRICATION.5. EXCEPT WHERE OTHERWISE SHOWN IN THE DETAILS ALL STEEL TO STEEL CONNECTIONS SHALL BE 10mm CLEAT AND

SHALL HAVE A MINIMUM OF 2-M16 (4.6/S) BOLTS.6. ALL BOLTS SHALL BE CADMIUM PLATED OR GALVANIZED UNLESS OTHERWISE NOTED.7. PROVIDE HOLES OR FIXING CLEATS FOR OTHER TRADES AS DIRECTED IN THE SPECIFICATION OR SHOWN ON THE

ARCHITECTURAL DRAWINGS.8. PROVIDE APPROVED BRICK TIES TO ALL STEEL COLUMNS WHERE FACES ABUT BRICKWORK OR BLOCKWORK.9. SEAL ALL OPEN ENDS OF PIPES OR RHS MEMBERS WITH WELDED 3mm MS PLATE. GRIND OFF ALL VISIBLE WELDS AND

BRAND MARKS TO NEAT APPEARANCE WHERE SPECIFIED.10. THE CONTRACTOR SHALL REMAIN RESPONSIBLE AT ALL TIMES FOR PROVIDING ALL NECESSARY TEMPORARY

BRACING AND OTHER SUPPORTS DURING ERECTION, TO STABILISE THE PARTIALLY CONSTRUCTED BUILDING.11. PARTICULAR ATTENTION MUST BE PAID TO THE BUCKLING STABILITY OF BEAMS AND COLUMNS PRIOR TO THE

CONNECTION OF PURLINS, GIRTS, FLYBRACES AND OTHER BRACING ELEMENTS.12. IT IS THE RESPONSIBILITY OF THE BUILDER TO OBTAIN PROPER TECHNICAL ADVICE WHEREVER NECESSARY TO ENSURE

THE PARTIALLY COMPLETED STRUCTURE IS SAFE FROM COLLAPSE.13. ALL MASONRY AND CONCRETE ANCHORS SHALL BE INSTALLED STRICTLY IN ACCORDANCE WITH THE

MANUFACTURER'S INSTRUCTIONS. THE BUILDER MUST ENSURE THE ANCHOR LENGTH IS ADEQUATE TO ENSURECORRECT EMBEDMENT, BEARING IN MIND THE THICKNESS OF THE PART BEING FASTENED.

14. THE INSTALLATION OF STATIC SAFETY LINE FIXING POINTS (WHERE REQUIRED BY THE RELEVANT AUTHORITIES) SHALL BETHE BUILDER'S RESPONSIBILITY.

STEEL SURFACE TREATMENT:

1. HOT ROLLED STEEL INCLUDING CLEATS TO HAVE GALVANIZED COATING MASS OF 600 g/sqm.2. TIE DOWN ROD AND WIRE TIES TO HAVE GALVANIZED COATING MASS OF 470 g/sqm.3. TIE DOWN STRAPS TO BE MINIMUM GRADE Z600.4. SITE WELDING TO BE POWER TOOL CLEANED AND PAINTED WITH TWO COATS OF ZINC SILICATE PAINT (75 MICRON

MINIMUM DRY THICKNESS).

TIMBER FRAMING NOTES:

1. ALL TIMBERWORK TO BE IN ACCORDANCE WITH THE NCC, AS1684 "RESIDENTIAL TIMBER FRAMED CONSTRUCTION"AND AS1720.1 "TIMBER STRUCTURES - DESIGN METHODS".

2. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL HAVE A MINIMUM STRESS GRADE OF F8 OR MGP10.3. ALL FIXING COMPONENTS SUCH AS CLEATS, SCREWS, BOLTS, NUTS, WASHERS, ETC SHALL BE HOT DIPPED

GALVANIZED, HDG500 TO AS4680 (70 MICRO MILLIMETER OF THICKNESS).3. ALL WALLS TO BE LATERALLY RESTRAINED AT TOP AND BOTTOM.4. FOR CONTINUOUSLY RUNNING MEMBERS, MINIMUM BEARING SUPPORTS ARE 50mm AND 100mm AT END AND

INTERNAL SUPPORTS RESPECTIVELY.5. MEMBERS WITH RATION OF D/B>4 SHOULD BE BLOCKED AT SUPPORTS AND MIDSPAN.6. FOR BOLTED CONNECTIONS, GENERALLY, THE FOLLOWING DIMENSIONS SHALL APPLY UNO:

END DISTANCE AND SPACING PARALLEL WITH GRAIN = 4 x DEDGE DISTANCE AND SPACING PERPENDICULAR TO GRAIN = 5 x DWHERE 'D' IS DIAMETER OF THE BOLT USED

7. MINIMUM SIZES OF TIMBER WALL FRAME TO BE THE FOLLOWING:TOP PLATE 90x35 MGP10BOTTOM PLATE 90x35 MGP10VERTICAL STUD 90x35 MGP10 SPACED AT 600mm CENTRES

8. ALL FLASHING, CLADDING AND GUTTERS TO BE TO ARCHITECTURAL DETAILS. FLASH OVER PARAPET, NOT THROUGH.9. UNLESS NOTED OTHERWISE, ALL LINTELS ARE TO BE AS PER THE FOLLOWING TABLE:

TIMBER TREATMENT:

1. PINE BASED PRODUCTS (PINE, LVL, I-JOIST) :H2 IN ENCLOSED AND ABOVE GROUND LOCATIONS .H3 IN EXPOSED LOCATIONS, BUT NOT IN CONTACT WITH THE GROUND.H5 IN CONTACT WITH GROUND. PROIVDE BITUMINOUS COATING BELOW GROUND.

2. HARDWOODCLASS 4 IN ENCLOSED AND ABOVE GROUND LOCATIONS .CLASS 2 IN EXPOSED LOCATIONS, BUT NOT IN CONTACT WITH THE GROUND.CLASS 1 IN CONTACT WITH GROUND. PROIVDE BITUMINOUS COATING BELOW GROUND.

BCA COMPLIANT STRUCTURAL MATERIALS:

1. THE DESIGN ASSUMES THAT ALL STRUCTURAL MATERIALS USED IN THE CONSTRUCTION OF THIS PROJECT (INCLUDING,BUT NOT LIMITED TO STEEL (STRUCTURAL AND REINFORCING), CONCRETE, MASONRY (INCLUDING BRICKS / BLOCKSAND THE ASSOCIATED MORTAR) AND TIMBER COMPLY IN ALL RESPECTS TO THE NCC. THIS GENERALLY MEANS THATTHEY MUST COMPLY WITH THE REQUIREMENTS OF THE APPROPRIATE AUSTRALIAN STANDARDS FOR THAT MATERIAL.

2. IF THE BUILDER PROPOSES TO USE ANY STRUCTURAL MATERIALS THAT ARE SOURCED FROM OUTSIDE AUSTRALIA, ITWILL BE THE BUILDERS ABSOLUTE RESPONSIBILITY TO VERIFY THAT THEY COMPLY WITH THE NCC. OPTIMUMENGINEERING CONSULTANTS MUST BE INFORMED OF ANY STRUCTURAL MATERIALS PROPOSED TO BE SOURCEDFROM OUTSIDE AUSTRALIA AND ALL SUPPORTING DOCUMENTATION REGARDING THEIR COMPLIANCE WITH THENCC AND / OR THE RELEVANT AUSTRALIAN STANDARDS MUST BE SUPPLIED TO OPTIMUM ENGINEERINGCONSULTANTS FOR ASSESSMENT.

3. THE BUILDER MUST UNDERSTAND THAT THERE MAY BE SIGNIFICANT STRENGTH AND STIFFNESS DEFICIENCIES(COMPARED WITH THOSE ASSUMED IN DESIGN) IN MATERIALS SOURCED FROM OUTSIDE AUSTRALIA AND THAT THESECOULD SEVERELY IMPACT ON THE SAFETY AND SERVICEABILTY OF THE STRUCTURE.

4. OPTIMUM ENGINEERING CONSULTANTS RESERVES THE RIGHT TO CHARGE A FEE TO MAKE THE APPROPRIATEASSESSMENT AND TO ALTER OUR DESIGN SHOULD THIS BE A NECESSARY CONSEQUENCE.

DISCLAIMER:

1. IT IS BUILDER'S RESPONSIBILITY TO READ AND UNDERSTAND PROJECT DOCUMENTS SPECIALLY THESE DRAWINGS ANDSPECIFICATIONS AND REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION COMMENCEMENT.

2. WE DO NOT ACCEPT ANY RESPONSIBILITY FOR PERFORMANCE OF STRUCTURAL ELEMENTS OR CONNECTIONS NOTNOTED IN THESE ENGINEERING DRAWINGS. CLIENT/ BUILDER SHALL ASK FOR COMPLEMENTARY DRAWINGS IF IT ISNEEDED.

3. DO NOT OBTAIN DIMENSIONS BY SCALING FROM THE DRAWINGS. ALL DIMENSIONS ARE IN MILLIMETRES UNO ANDALL LEVELS IN METRES.

4. ROOF IS NOT TO CARRY ANY ADDITIONAL LOAD SUCH AS HOT WATER SYSTEM. CONSULT ENGINEER IF REQUIRED.5. FLOOR ADDITIONAL LOADING (IMPOSED LOAD) IS TO BE LESS THAN 1.5kN/sqm. CONSULT ENGINEER IF REQUIRED.6. IT ASSUMED THIS SPECIFICATION IS BEING UTILIZED BY PERSONS WITH A SOUND KNOWLEDGE OF GENERAL

CONSTRUCTION AND TIE DOWN PRINCIPLES. OTHERWISE, CONSULT WITH THE ENGINEER FOR ASSISTANCE.7. BUILDER TO INFORM CLIENT TO PROVIDE PROTECTION COATING TO ANY EXPOSED TIMBER WITH PAINT OR OTHER

PROTECTIVE COATING TO PREVENT DETERIORATION.8. THESE DRAWING AND SPECIFICATIONS ARE SOLELY FOR THE INTENDED RECIPIENT AND FOR THE PURPOSES STATED.

THE DRAWING AND SPECIFICATIONS SHOULD NOT BE REPRODUCED IN WHOLE OR PART WITHOUT AGREEMENT OFTHIS ENGINEER.

9. SELECTION OF COMPACTION METHODS SHALL BE BUILDERS RESPONSIBILITY. DO NOT USE COMPACTION METHODSTHAT WILL CAUSE DAMAGE TO ADJACENT STRUCTURES.

10. BUILDER TO ADVISE CLIENT NOT TO PLANT TREES OR SHRUBS WITHIN 2.5m OR A DISTANCE EQUAL TO THEANTICIPATED MAXIMUM HEIGHT OF THE TREES TO THE BUILDING. (WHICHEVER IS MORE).

11. BUILDER TO INFORM THE CLIENT OF NECESSITY TO MAINTAIN DRAINS IN GOOD WORKING ORDER.12. BUILDER TO DRAIN ROOF AND SURFACE WATER 1200mm (MINIMUM) AWAY FROM FOUNDATION AREA DURING

AND AFTER CONSTRUCTION UNO.13. ALL NOTES IN THIS SHEET SHALL BE APPLIED IN MATERIAL PURCHASING AND CONSTRUCTION PHASES, UNLESS, IN

DRAWINGS, NOTED OTHERWISE (UNO).14. CLIENT/BUILDER SHALL ENQUIRE ABOUT FIRE RATING (BAL) OF THIS DEVELOPMENT AND INFORM ENGINEER IF FIRE

RATING IS EQUAL OR BIGGER THAN 29.

WIND DESIGN CRITERIA IN ACCORDANCE WITH AS 4055:

WIND CLASSIFICATION N2IMPORTANCE LEVEL 2

EARTHQUAKE DESIGN CRITERIA IN ACCORDANCE WITH AS 1170.4:

PROBABILITY P = 1/500 (TABLE 3.1)Kp = 1.0 (TABLE 3.1)SITE HAZARD FACTOR Z ALLOWED = 0.09 (FIGURE 3.2(C))EARTHQUAKE DESIGN CATEGORY = DOMESTIC AS PER APPENDIX A

CONCRETE TABLE

LOCATION GRADE AT 28DAYS AGGREGATE SLUMP CEMENT COVER CURING TIME

FOOTING N20 20 80 GB OR GP 70 3 DAYS

GROUND SLAB N20 20 80 GB OR GP 30 TOP UNO 3 DAYS

FILL CONCRETE N20 10 100 GB OR GP - 3 DAYS

SUSPENDED SLAB (INTERNAL) N32 20 80 GP ONLY 20 7 DAYS

SUSPENDED SLAB (EXTERNAL) N32 20 80 GP ONLY 40 7 DAYS

CONCRETE BEAM (INTERNAL) N32 20 80 GP ONLY 20 7 DAYS

CONCRETE BEAM (EXTERNAL) N32 20 80 GP ONLY 40 7 DAYS

BRICK WALL LINTEL TABLE (LOWER FLOOR SUPPORTING UPPPER FLOOR SUSPENDED SLAB)

OPENING SIZE SECTION MINIMUM END BEARING

UP TO 1200 100 x 75 x 8.0 UA 150mm

UP TO 1800 100 x 100 x 8.0 EA 200mm

UP TO 2800 150 x 90 x 8.0 UA 250mm

UP TO 3300 150 x 100 x 10.0 UA 250mm

T2 T-LINTELSCALE 1:10

T-LINTEL NOTES:1. 230mm MINIMUM END BEARING UNO.2. HOT DIP GALVANIZE TO AS/NZS 4680 AFTER FABRICATION WITH A MINIMUM COATING

MASS OF 600g/m2.3. T-LINTEL AT CORNER TO BE MITRE CUT AND FULLY WELDED UNO.4. PROVIDE REINFORCEMENT TO MASONRY WALL OVER AS PER DETAIL THIS PAGE.

T1 T-LINTELSCALE 1:10

200

1020

0

5 50(150)

10

200

1230

0

5 50(150)

10

50

95 10 95

75 75

FT1 T-LINTELSCALE 1:10

GT1 T-LINTELSCALE 1:10

200

1015

0 5 50(150)

10

200

1015

0 5 50(150)

10

MEMBER SCHEDULENAME DESCRIPTION

FOOTINGS

PF1 450 x 450 x 280DEEP MASS CONCRETE PAD FOOTING

PF2 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING

PF3 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING

PF4 750 x 750 x 280DEEP MASS CONCRETE PAD FOOTING

PF5 1300 x 1200 x 280DEEP PAD FOOTING WITH 1-SL82 BOTTOM MESH

STEEL COLUMNS

C1 139.7 x 5 G250 CHS

C2 100 x 50 x 5 G350 RHS

C3 75 x 3 G350 SHS

C4 180UB16

FIRST FLOOR CONCRETE BEAMS

DB1 6c DEEP x 290WIDE,3-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 250mm CENTRES

DB2 7c DEEP x 190WIDE,4-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 300mm CENTRES

DB3 5c DEEP x 190WIDE,2-N20 TOP AND BOTTOM BARS, L6 TIES SPACED AT 300mm CENTRES

DB4 8c DEEP x 190WIDE, 4-N20 TOP AND BOTTOM BARS,2-N16 CENTRAL BARS, L6 TIES SPACED AT 300mm CENTRES

FIRST FLOOR STEEL BEAMS

FB1 310UC96

FB2 310UC96

SLA1 100x8 EA SHELF LINTEL WITH R12 LUGS, 200mm LONG, 50mm COG,LOCATED 100mm FROM ANGLE ENDS AND 450mm CENTRES IN BETWEEN

ROOF BEAMS

SA1 180UB16

AB1 250PFC

GRB1 300x63 SINGLE SPLAY WESBEAM LVL

GRB2 360x63 DOUBLE SPLAY WESBEAM LVL

FRB1 240x63 DOUBLE SPLAY WESBEAM LVL

FRB2 300x63 WESBEAM LVL

FRB3 300x63 SINGLE SPLAY WESBEAM LVL

FRB4 300x63 WESBEAM LVL

FRB5 300x45 WESBEAM LVL

FRB6 240x45 WESBEAM LVL

OTHER MEMBERS

ST1 DOUBLE 90 x 45 MGP10 VERTICAL STUD

WB1 30 x 0.8 PGI STRAP WALL CROSS BRACING

TD1

1-L10 GALVANIZED TIE DOWN RODLOCATE TO CENTRAL OF CAVITY WALL, FULLY WELD TO 8PL CLEAT AT TOP

AND FIX TO ROOF BEAM OVER VIA 2M10 BOLTS OR FULLY WELD WHENAPPLICABLE, EMBED BOTTOM 100mm INTO SLAB, 50mm COG

STEEL COLUMN FIXING SCHEDULENAME BOTTOM FIXING TOP FIXING

C1 250x150x10 BASEPLATE WITH 2-M10 x60 LONG SCREW-IN ANCHORS

3mm SEAL PLATE, FULLY WELDED TOBEAM OVER

C2 250x150x10 BASEPLATE WITH 2-M10 x60 LONG SCREW-IN ANCHORS

250x150x10 CAP PLATE WITH 2-M12BOLTS TO BEAM OVER

C3 150x100x10 BASEPLATE WITH 2-M10 x60 LONG SCREW-IN ANCHORS

150x100x10 CAP PLATE WITH 2-M12BOLTS TO BEAM OVER

C4 200x150x10 BASEPLATE WITH 2-M10 x60 LONG SCREW-IN ANCHORS FULLY WELDED TO BEAM OVER

NOTES:1. ALL NAILS ARE TO BE MACHINE DRIVEN PLASTIC POLYMER (GLUE) COATED OR

ANNULAR OR HELICAL DEFORMED SHANKS.2. ALL NAILS TO BE PROTECTED AGAINST CORROSION.3. ALL NAILS TO BE DRIVEN 10x NAIL DIAMETER INTO SIDE GRAIN AND 15x NAIL DIAMETER

FOR END GRAIN.

MEMBERS FIXING SCHEDULEJOINT MINIMUM FIXING

TIMBER WALL FRAMING

PLATE TO STUDS 2-75mm x 3.05mm Ø NAILS SKEWED THROUGHSTUD INTO PLATE

NOGGINGS TO STUDS 2-75mm x 3.05mm Ø NAILS SKEWED

TIMBER BRACES TO STUDS/PLATES 2-50mm x 2.8mm Ø NAILS AT EACH JOINT

LINTEL TO JAMB STUD 2-75mm x 3.05mm Ø NAILS AT EACH JOINT

BOTTOM PLATES TO CONCRETESLAB

1-M10 ANCHOR x 75mm LONG AT 1200mm MAXCENTRES

BOTTOM PLATES TO CONCRETESLAB AT BRACE ENDS LOCATION 1-M10 ANCHOR x 75mm LONG

BOTTOM PLATES TO CONCRETESLAB AT VERTICAL STUD/POSTSUPPORTING ROOF BEAM OVER

1-M10 ANCHOR x 75mm LONG

BOTTOM PLATES TO CONCRETESLAB AT JAMB STUDS 1-M10 ANCHOR x 75mm LONG

MULTIPLE STUDS 1-75mm x 3.05mm Ø NAIL AT 600mm CENTRESMAX

ROOF FRAMING

ROOF BATTENS 2-75mm x 3.05mm Ø SKEW NAILS

EXTERNAL WALL STEEL LINTELS(OPENINGS UP TO 2800mm)

30 x 0.8 PGI STRAP TIE DOWN EACH END, BOTTOMOF STRAP TO BE EMBEDDED 75mm INTO BOTTOMOF BRICK WALL, TOP OF STRAP TO BE WELDED TOLINTEL

EXTERNAL WALL STEEL LINTELS(OPENINGS OVER 2800mm) AS NOTED IN ROOF PLAN

EXTERNAL WALL PLATE ON BRICKWALL

30 x 0.8 PGI STRAP TIE DOWN SPACED AT 1200mmCENTRES, BOTTOM OF STRAP TO BE EMBEDDED75mm INTO BRICK WALL 15c BELOW OR WELDEDTO LINTEL WHEN APPLICABLE, TOP OF STRAP TO BENAILED TO WALL PLATE VIA 4-30mm x 2mm ØNAILS

ROOF BEAM TO ROOF BEAM 10mm ANGLE CLEAT WITH 2-M16 BOLTS PER LEG

ROOF BEAM TO TOP/WALL PLATES 2-PRYDA MULTIGRIP (1 EACH SIDE) WITH 3 NAILSEACH LEG + TIE DOWN AS NOTED IN FIGURE 1

ROOF BEAM TO POST 2-M10 BOLTS

TRUSSES TO TOP/WALL PLATES 1-PRYDA MULTIGRIP WITH 3 NAILS EACH LEG

RAFTERS TO TOP/WALL PLATES 1-PRYDA MULTIGRIP WITH 3 NAILS EACH LEG

RAFTER TO RIDGE 2-75mm x 3.05mm Ø SKEW NAILS

CEILING JOISTS TO TOP PLATES 2-75mm x 3.05mm Ø SKEW NAILS

CEILING JOISTS TO RAFTERS 2-75mm x 3.05mm Ø SKEW NAILS

COLLAR TIES TO RAFTERS 1-M10 BOLT

TYPICAL MASONRY WALLREINFORCEMENT OVER T-LINTEL

SCALE 1:10

2-L6 GALVANIZED HD WIRESIN FIRST 3 BED JOINTS OFEACH LEAF FOR SPANS OVER,500 LAPS, 20 SIDE COVER

BRICK WALL LINTEL TABLE (SUPPORTING ROOF ONLY)

OPENING SIZE SECTION MINIMUM END BEARING

UP TO 2200 90 x 90 x 6.0 EA 150mm

UP TO 2400 100 x 100 x 6.0 EA 150mm

UP TO 2600 100 x 100 x 8.0 EA 150mm

UP TO 3500 150 x 90 x 8.0 UA 200mm

TIMBER WALL FRAME LINTEL TABLE (SUPPORTING ROOF ONLY)

OPENING SIZE SECTION

UP TO 900 90 x 45 MGP10

UP TO 1400 120 x 45 MGP10

UP TO 1700 140 x 45 MGP10

T-LINTEL

FIGURE 1 - TIMBER WALL FRAME TYPICAL TIE DOWN DETAILSSCALE 1:25

(SEE ALSO MEMBERS FIXING SCHEDULE TABLE FOR CONNECTION DETAILS NOT SHOWN IN THIS FIGURE)

ROOF BEAM

30 x 0.8 PGI STRAP TIE DOWN LOOPEDOVER ROOF BEAM AND FIXED TOVERTICAL STUD VIA 3-30mm x 2mm ØNAILS EACH END AS SHOWN (PRYDAMULTIGRIP NOT SHOWN FOR CLARITY)

30 x 0.8 PGI STRAP TIE DOWN LOOPEDOVER TOP PLATE AND FIXED EACHEND VIA 3-30mm x 2mm Ø NAILS TOEACH SIDE OF VERTICAL STUD(TYPICAL FOR JAMB STUDS)

LINTEL

30 x 0.8 PGI STRAP TIE DOWN LOOPEDUNDER BOTTOM PLATE AND FIXEDEACH END VIA 3-30mm x 2mm ØNAILS TO EACH SIDE OF VERTICALSTUD (TYPICAL FOR JAMB STUDS)

30 x 0.8 PGI STRAP TIE DOWN LOOPEDUNDER BOTTOM PLATE AND FIXEDEACH END VIA 3-30mm x 2mm ØNAILS TO EACH SIDE OF VERTICALSTUD (TYPICAL FOR VERTICAL STUDSUPPORTING ROOF BEAM OVER)

ANCHOR FIXINGS TOCONCRETE SLAB AS NOTED INTHE MEMBER FIXING SCHEDULE

JAM

B ST

UD

JAM

B ST

UD

CONCRETE SLAB

NOGGING

BRAC

E