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
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Transcript
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
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
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
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
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
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
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
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
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