Council archive · source document
L497 Hill St (15.01.19) · MCU18/0006.01
Attached to the e-mail Change to Ceiling Height (GIA) - MCU18/0006.01.
GENERAL NOTES
: WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALED IN ALL CASES
- ALL CONSTRUCTION TO BE DESIGNED IN ACCORDANCE WITH B.C.A
TO THE STANDARD BUILDING BY-LAWS 1975 — 1991
: FLOORS TO WET AREA'S TO BE FINISHED WITH WATER IMPERVIOUS MATERIAL
» ALL WET AREA'S TO FALL TO THE FLOOR WASTE
: SHOWER BASES TO BE COPPER OR OTHER APPROVED MATERIAL
: W.C DOOR TO BE FITTED WITH —TAMIC— HINGES OR MADE TO,SWING OUT
: ALL MATERIALS TO BE NEW ,
» ALL STAIRWAYS TO COMPLY WITH BY-LAWS OF B.C.A
; ALL LINTEL SIZES ARE CALCULATED TO CARRY GIRDER TRUSSES
. ALL DIMENSIONS TO BE CHECKED & VERIFIED BY BUILDER
» BEFORE WORK IS COMMENCED
: W.H.WILSON & ASSOC. TAKE NO RESPONSIBILITY FOR CHANGES
: MADE BEFORE,DURING OR AFTER CONSTRUCTION HAS COMMENCED
LININGS
: 13mm PLASTERBOARD TO CEILINGS / OR 10 mm SUPERCEIL
: 10 mm PLASTERBOARD TO WALLS
: VILLA — BOARD TO WET AREA'S:
: ALL PLASTERSOARD TO BE FIXED TO MAN. SPEC. AND TO Top AND
BOTTOM PLATES WITH 2.8 DIAM FLAT HEAD NAILS AT 450 C/S
: 4.5 mm HARDIFLEX TO SOFFITTS
ELECTRICALS
:CEILINGLIGHT ~—O
=WALL LIGHT = {-O
SINGLE G.P.O. --—
: DOUBLE G.P.0. -~-
:G.P.0. ~~~ 250 mm ABOVE FLOOR GENERALLY
: ABOVE WET AREA'S AND CUPBOARDS ~-— 1050 mm
: REFRIGERATOR G.P.O.---— 1500 mm
STEEL LINTELS
:UPTO370 --~1/70%10 M.S. BAR
:UPTO 1500 -~- 1/76%76x 10 M.S. ANGLE
: UPTO 1800 ~~~ 1/102x 76% 10 M.S. ANGLE
> UPTO 3000 -~~ 1/ 152% 89x 10 M.S. ANGLE
THIS DRAWING IS COPYRIGHT AND IS FOR THE
SOLE PURPOSE OF CONSTRUCTING THE DWELLING BY
COPYING, REPRODUCING OR PUBUCATION WITH
OR WITHOUT MODIFICATION IN ANY WAY WHATSOEVER
{S PROHIBITED
PROPOSED
eos = ~3=C WILLIAM _H WILSON AND ASSOCIATES
19 KEYES STREET
LOGANLEA Q 4131
Telephone (G7) 3200 6836
Facsimile (07) 3388 4075
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Page 2
86°0' 15.088 M
SEWER LINE
1.
TO PATIO
7.664 M
20
0
POOL
M
N
POOL
C'YARD C'YARD
REAL PROPERTY DESCRIPTION
DP DP
LOT 497 ON R.P.48112
2.501 M 2.502 M
SITE COVER - 212.298 sq m(39.98%)
PARISH OF WEYBA
TO WALL TO WALL
COUNTY OF MARCH
GROSS FLOOR AREA - 238.852 sq m(44.98%)
SITE AREA 531 sq m
CLOTHESLINE
CLOTHESLINE
CARPARKING(COVERED) - 4
NOTE:- STORMWATER TO COUNCIL REQUIREMENTS
356°0' 35.204 M
1 2 :- BOUNDRY PEGS TO BE SIGHTED IN POSITION
:- 100 DIAM P.V.C STORMWATER PIPE (MIN 1 IN 100 FALL)
356°0' 35.204 M
DP DP
BINS
BINS
:- MIN 300 GROUND COVER
:- MIN 75 BEDDING SAND COVER
DP DP :- CUT AND FILL BATTER (UP TO 1M HIGH) 1 IN 2
GATE GATE
:- CUT AND FILL BATTER (OVER 1M HIGH) 1 IN 4
DP DP
SURFACE WATER SPOON DRAIN -
F.GR.L. 40.5
WATER DIRECTED TOWARDS
F.SL.L. 40.8 STREET CHANNEL
0.501 M 0.502 M
DP DP
TO CARPORT TO CARPORT
POSITION & NUMBER OF DOWNPIPES TO BE DETERMINED
DP DP ON SITE BY PLUMBER/DRAINER
TO WALL
8.000 M
1.000 M
SL GATE SL GATE
PEDESTRIAN PEDESTRIAN
GATE GATE
86°0' 15.088 M
CLIENT SCALE
CROSSOVER
AS PER COUNCIL 1:200
STANDARD DETAILS
D & K KNOTT
SITE PLAN
PROJECT SHEET No DRAWN JSC
2 OF 14
10 HILL ST WILLIAM H WILSON
HILL ST SUNSHINE BEACH DATE & ASSOC
QLD 4567 (LOT 15-01-19 BUILDING & DESIGN
SITE PLAN CONSULTANTS
497 ON RP48112) DRAWING No
QBCC LIC(MEDIUM RISE) 56997
W14291
QBCC LIC(LOW RISE)1257478
C COPYRIGHT 19 KEYES ST LOGANLEA 4131
THIS DRAWING REMAINS THE PROPERTY OF
WILLIAM H WILSON & ASSOCIATES AND IS PROVIDED PH:(07) 3200 6836
FOR THE USE AS DESCRIBED AND MAY NOT BE USED
OR REPRODUCED IN WHOLE OR IN PART
FAX:(07) 3388 4075
WITHOUT WRITTEN PERMISSION email:[email protected]
Page 3
TEM ie
© Screw in Kerb
RL40,58
SP213705
505
RP48//2
Linitiriil 1 | 1
RErRiINiINt WALL
(max i-om Hien)
Ce
crete Path
7
2
356°0"
f Grade
comin as at id
Rendered Bi
INFRAS
506:
RP48112
Seale 1:150 — Lengths are in Metres.
Existing Owelling
92ua yj buljl0g UapOOM,
00941
a
NG: TELSTRA INFRASTRUCTURE
PLOTTED FROM RECORDS
ZETAINI NG WALCO
(mex j-Om A)
BUP4722
907
RP481/2
| i \ \ L | J
2 0 2 4 6 8 10 12 14 16 18 20
GENERAL NOTES; Vert, Ootum: AHO Horiz. Datum CADASTRAL
FO Dan & Kelly Knott na serves ase se eS ee aT. | Oran PSUNI2A2S | gg RABTTZ
AUTHORITY SHOULD BE CONTACTED FOR POSSIBLE LOCATION oF | RL 43.003
. FURTHER UNDERGROUND SERVICES AND DETAILED LOCATION OF
L) oS CJ Me SEES Locolity: SUNSHINE BEACH
2. BOUNDARIES HAVE NOT BEEN SURVEYED OR REINSTATED
Detail & Contour Survey of 5. BOUNOARES SHOW! ARE COUPLED FROM DEDB DATA Local Gov: Sunshine Coast RC
LAND SURVEYORS Lot 497 Revisions ‘Surveyed | Orawn Ehecked|Possed| Dote SHEET 1 OF 1 Scale A3 1:150
on RP48112 COMP, FILE 13229 om Pate 05/12/2017
. ‘ DRAWING NUMBER REV.
L 10 Hill Street, Sunshine Beach 43229-DTM-01| A
- =
. ATORIGINAL PLANT IS | 1S | IS | TP |osiai7 yy,
Page 4
19540
350 6000 2300 7890 3000
90 90 90 90 F.R.L.60/60/60
2910 2910 2120 Rw 64 & Rw+Ctr 50
2 X 10 mm REGULAR
70 70 70 70 90 PLASTERBOARD R2.0 GLASS WOOL
TO BOTH SIDES
6000 530 1560 2520 5300 2910
LOWER 230 6020 1560 7820 SYSTEMS 25TP2020
N
FLOOR PLAN INSTALLED TO MAN SPEC
245
350 70 70
SCALE 1:10
350 6600 1920 6880 3000 1 X 25mm
"ShaftLINER"
90
MEMBRANE
200 X 42 15 SMARTLVL H3 TTD
B
PORCH
3240 C/HT
2000
2000
2000
2000
2 X 10 mm REGULAR
PLASTERBOARD 70mm WALL FRAME
CARPORT
BORAL
3550
3550
3460
L1809 L1809 L1809
SHAFTWALL DETAIL
70
70
90
PAN
1200 HINGED
1550
LINEN
1480
SL/D
KITCHEN
ENT
2490
UBO
2780
Sink
MEALS
70
D2130 OXXO
350
820
1
SPACE
FAMILY
PATIO
2427 PANEL-LIFT
SMOKE
4920
ALARM
REF
4850
4830
2740 C/HT
70
2400 HEAD HT
70
GARAGE
3318
3300
3300
2968
1000
2290
720 CAV.
SPACE
SEL B'STRADE
W/M TUB
SL/D 720
L'DRY
90
BROOM
o FW
W.C
910
UP
V.B
A A
14085
14085
350
245
245
TUB W/M
2427 PANEL-LIFT
BROOM
W.C
o FW
910
V.B
L'DRY
UP
2740 C/HT
SPACE
2400 HEAD HT
90
2290
GARAGE
720 CAV. 720 SEL B'STRADE
1000
2967
SL/D
3300
3300
3317
D2130 OXXO
FAMILY
70
PATIO
ALARM
SMOKE
4830
4850
4920
70
SPACE
REF
2
820
MEALS
KITCHEN
350
2780
70
Sink
2490
UBO
ENT
1480
SL/D
1550
LINEN
3240 C/HT
PAN
1200 HINGED
90
CARPORT
70
70
3460
3550
3550
L1809 L1809 L1809
PORCH
2000
2000
2000
2000
B
200 X 42 15 SMARTLVL H3 TTD
90
230 70 70 70
700 6600 1920 6880 3000
6020 70 1560 70 7820 3000
CLIENT SCALE
350 70 90
1:100
6000 530 1560 2520 5300 2910
D & K KNOTT
FLOOR PLAN
90 90 90 90
2910 2910 2120
350 6000 2300 7890 3000 PROJECT SHEET No DRAWN JSC
19540 4 OF 14
10 HILL ST WILLIAM H WILSON
SUNSHINE BEACH DATE & ASSOC
QLD 4567 (LOT 15-01-19 BUILDING & DESIGN
CONSULTANTS
497 ON RP48112) DRAWING No
QBCC LIC(MEDIUM RISE) 56997
W14291
QBCC LIC(LOW RISE)1257478
C COPYRIGHT 19 KEYES ST LOGANLEA 4131
THIS DRAWING REMAINS THE PROPERTY OF
WILLIAM H WILSON & ASSOCIATES AND IS PROVIDED PH:(07) 3200 6836
FOR THE USE AS DESCRIBED AND MAY NOT BE USED
OR REPRODUCED IN WHOLE OR IN PART
FAX:(07) 3388 4075
WITHOUT WRITTEN PERMISSION email:[email protected]
Page 5
B
19540
1200 5050 11190 2000
N
100 70 70 70 70 70 70 90
1500 3300 530 1790 3650 1910
1200 70 3700 70 2780 3300 2390 3650 2000
UPPER 70 70 70
1200 3700 1880 530 4830 4880 2000 NOTE:SMOKE ALARMS TO BE
FLOOR PLAN IN ACCORDANCE WITH Q.D.C & N.C.C
S0621 L0612 S0618
70
70
90
L0906
295 X 65 17 SMARTLAM GL17C H3 TTD
W.C
1250 300
SL/D
ROBE
1430
W.C
BATH
SMOKE
0902
A0909
ALARM
BED 2
F/GL
BATH
o FW
2680
2680
70
o FW
ENS
V.B
70
350
VERANDAH
1430
/SITTING
SHR
1180
STUDY
D2124
2740 C/HT
V.B
SHR
V.B
4920
4850
4830
720 CAV.
SL/D 720 CAV.
BED 1
90
90
BALCONY
820
3600
D2118
3318
SMOKE
SMOKE
SL/D
ALARM
ALARM
2968
980
980
820
720 CAV.
1
2080
2080
SL/D SEL B'STRADE
90
LINEN
1010
1010
DOWN
W.I.ROBE
720
A A
10085
10085
350
245
245
DOWN
1010
1010
LINEN
295 X 65 17 SMARTLAM GL17C H3 TTD
720
W.I.ROBE
2080
2080
2740 C/HT
2
90
SEL B'STRADE
D2118
BALCONY
720 CAV.
2968
ALARM
SMOKE
ALARM
SMOKE
980
980
820
SL/D
3317
BED 1
3600
F.R.L.60/60/60
VERANDAH
720 CAV.
/SITTING
Rw 64 & Rw+Ctr 50
D2124
90
90
STUDY
820
4830
4850
4920
720 CAV. SL/D 2 X 10 mm REGULAR
SHR
V.B
SL/D
1180
V.B
R2.0 GLASS WOOL
1430
PLASTERBOARD
SHR
TO BOTH SIDES
350
0902
BED 2
ENS
BATH
F/GL
2680
2680
o FW
70
ALARM
SMOKE
300 1250
o FW
V.B SYSTEMS 25TP2020
70
ROBE
A0909 INSTALLED TO MAN SPEC
BATH
L0906
SL/D
1430
245
W.C
SCALE 1:10
W.C
1 X 25mm
"ShaftLINER"
90
70
70
MEMBRANE
S0621 L0612 S0618
70 70 70 70 70 70 2 X 10 mm REGULAR
PLASTERBOARD 70mm WALL FRAME
1200 3700 1880 530 4830 4880 2000
BORAL
70 70 70
SHAFTWALL DETAIL
3700 2780 3300 2390 3650 2000
70 70 90
100 1500 3300 530 1790 3650 1910
1200 5050 11190 2000
19540
INDIVIDUAL UNIT AREA
LIVING AREA(LOWER) - 47.601 sq m B CLIENT SCALE
1:100
LIVING AREA(UPPER) - 75.575 sq m D & K KNOTT
FLOOR PLAN
GARAGE AREA - 23.759 sq m
PROJECT SHEET No DRAWN JSC
CARPORT/PORCH AREA - 25.900 sq m 10 HILL ST WILLIAM H WILSON
5 OF 14
SUNSHINE BEACH DATE & ASSOC
PATIO AREA - 15.128 sq m 15-01-19 BUILDING & DESIGN
QLD 4567 (LOT
CONSULTANTS
BALCONY AREA - 4.209 sq m 497 ON RP48112) DRAWING No
QBCC LIC(MEDIUM RISE) 56997
W14291
QBCC LIC(LOW RISE)1257478
VERANDAH AREA - 10.085 sq m C COPYRIGHT 19 KEYES ST LOGANLEA 4131
THIS DRAWING REMAINS THE PROPERTY OF
WILLIAM H WILSON & ASSOCIATES AND IS PROVIDED PH:(07) 3200 6836
FOR THE USE AS DESCRIBED AND MAY NOT BE USED
FAX:(07) 3388 4075
TOTAL AREA - 202.257 sq m OR REPRODUCED IN WHOLE OR IN PART
WITHOUT WRITTEN PERMISSION email:[email protected]
Page 6
TOP OF PARAPET 48.10
ROOF APEX RL 47.92 RENDER FINISH
1500
1320
COLOURBOND ROOF SHEETING AT 12.5 DEGREES
CEILING LINE RL 46.60
2740
8000
STRIA CLADDING
FLOOR LINE RL 43.86
CEILING LINE RL 43.54
2740
AXON CLADDING
FLOOR LINE RL 40.8
GROUND LINE RL 40.5
EAST ELEVATION
NATURAL GROUND LINE
(AT FACE OF BUILDING)
TOP OF PARAPET 48.10 COLOURBOND ROOF SHEETING AT 12.5 DEGREES
1500
SLATS
CEILING LINE RL 46.60
2740
8000
STRIA CLADDING
SLATS GLASS B'STRADE CLIENT
FLOOR LINE RL 43.86 SCALE
1:100
CEILING LINE RL 43.54
D & K KNOTT
ELEVATIONS
2740
AXON CLADDING
PROJECT SHEET No DRAWN JSC
6 OF 14
10 HILL ST WILLIAM H WILSON
FLOOR LINE RL 40.8 SUNSHINE BEACH DATE & ASSOC
QLD 4567 (LOT 15-01-19 BUILDING & DESIGN
GROUND LINE RL 40.5 CONSULTANTS
NORTH ELEVATION RENDER FINISH 497 ON RP48112) DRAWING No
QBCC LIC(MEDIUM RISE) 56997
W14291
NATURAL GROUND LINE QBCC LIC(LOW RISE)1257478
C COPYRIGHT 19 KEYES ST LOGANLEA 4131
(AT FACE OF BUILDING)
THIS DRAWING REMAINS THE PROPERTY OF
WILLIAM H WILSON & ASSOCIATES AND IS PROVIDED PH:(07) 3200 6836
FOR THE USE AS DESCRIBED AND MAY NOT BE USED
OR REPRODUCED IN WHOLE OR IN PART
FAX:(07) 3388 4075
WITHOUT WRITTEN PERMISSION email:[email protected]
Page 7
COLOURBOND ROOF SHEETING AT 12.5 DEGREES TOP OF PARAPET 48.10
ROOF APEX RL 47.92
1500
1320
CEILING LINE RL 46.60
2740
8000
STRIA CLADDING GLASS B'STRADE
FLOOR LINE RL 43.86
CEILING LINE RL 43.54
AXON CLADDING
2740
FLOOR LINE RL 40.8
GROUND LINE RL 40.5
WEST ELEVATION
NATURAL GROUND LINE
(AT FACE OF BUILDING)
COLOURBOND ROOF SHEETING AT 12.5 DEGREES TOP OF PARAPET 48.10
ROOF APEX RL 47.92
1500
1320
CEILING LINE RL 46.60
2740
GLASS B'STRADE
8000
PAINTED F.C.SHEET FLOOR LINE RL 43.86
CEILING LINE RL 43.54 CLIENT SCALE
1:100
D & K KNOTT
ELEVATIONS
2740
STRIA CLADDING
PROJECT SHEET No DRAWN JSC
FLOOR LINE RL 40.8 7 OF 14
10 HILL ST WILLIAM H WILSON
GROUND LINE RL 40.5 SUNSHINE BEACH DATE & ASSOC
QLD 4567 (LOT 15-01-19 BUILDING & DESIGN
CONSULTANTS
497 ON RP48112) DRAWING No
QBCC LIC(MEDIUM RISE) 56997
W14291
SOUTH ELEVATION QBCC LIC(LOW RISE)1257478
NATURAL GROUND LINE C COPYRIGHT 19 KEYES ST LOGANLEA 4131
(AT FACE OF BUILDING) THIS DRAWING REMAINS THE PROPERTY OF
WILLIAM H WILSON & ASSOCIATES AND IS PROVIDED PH:(07) 3200 6836
FOR THE USE AS DESCRIBED AND MAY NOT BE USED
OR REPRODUCED IN WHOLE OR IN PART
FAX:(07) 3388 4075
WITHOUT WRITTEN PERMISSION email:[email protected]
Page 8
ROOF BRACING TO MAN SPEC
ROOF APEX RL 47.92
1320
CEILING LINE RL 46.60
2740
8000
FLOOR LINE RL 43.86
CEILING LINE RL 43.54
2740
FLOOR LINE RL 40.8
GROUND LINE RL 40.5
REFER ENG. DETAILS
NATURAL GROUND LINE
(AT LINE OF SECTION)
SECTION A - A
DRU-TRUSS OR SIM GANGNAIL TRUSSES FIXED TO MAN SPEC AT 600 C/S
BINDERS AS PER MAN SPEC
38 x 75 F14 BATTENS AT 900 C/S
ROOF APEX RL 47.92
1320
CEILING LINE RL 46.60
2740
8000
FLOOR LINE RL 43.86
CEILING LINE RL 43.54 CLIENT SCALE
1:100
ELEVATIONS
2740
D & K KNOTT
PROJECT SHEET No DRAWN JSC
FLOOR LINE RL 40.8
8 OF 14
10 HILL ST WILLIAM H WILSON
GROUND LINE RL 40.5 SUNSHINE BEACH DATE & ASSOC
NATURAL GROUND LINE QLD 4567 (LOT 15-01-19 BUILDING & DESIGN
SECTION B - B (AT LINE OF SECTION)
497 ON RP48112) DRAWING No CONSULTANTS
QBCC LIC(MEDIUM RISE) 56997
DRU-TRUSS OR SIM GANGNAIL TRUSSES FIXED TO MAN SPEC AT 600 C/S W14291
QBCC LIC(LOW RISE)1257478
BINDERS AS PER MAN SPEC COPYRIGHT
C 19 KEYES ST LOGANLEA 4131
38 x 75 F14 BATTENS AT 900 C/S THIS DRAWING REMAINS THE PROPERTY OF
WILLIAM H WILSON & ASSOCIATES AND IS PROVIDED PH:(07) 3200 6836
FOR THE USE AS DESCRIBED AND MAY NOT BE USED
OR REPRODUCED IN WHOLE OR IN PART
FAX:(07) 3388 4075
WITHOUT WRITTEN PERMISSION email:[email protected]
Page 9
19540 UPPER FLOOR
350 8300 TIMBER FRAME
350 2300 7890 2740 C/HT
700 5650 10190 3000
LOAD BEARING NON-LOAD BEARING
STUDS 70 x 35 MGP12 at 450 C/S 70 x 35 F5 SEAS AT 600 C/S
T-PLATE 2/35 x70 MGP12 35 x 70 F5 SEAS
B-PLATE 35 x 70 MGP12 35 x 70 F5 SEAS
2000
2000
NOGGING 35 x 70 F5 SEAS
3550
LINTELS STUDS AT SIDES OF OPENINGS
UP TO 1000 90 x 42 SMARTLVL 15 35 x 70 MGP12
1550
MIN 75 SET-DOWN
UP TO 1300 130 x 42 SMARTLVL 15 2/35 x 70 MGP12
UP TO 1600 150 x 42 SMARTLVL 15 2/35 x70 MGP12
350
UP TO 1900 170 x 42 SMARTLVL 15 2/35 x 70 MGP12
MIN 75
4920
SET-DOWN UP TO 2500 200 x 42 SMARTLVL 15 3/35 x 70 MGP12
2986
NOTE:ALL LINTELS SUPPORTING GIRDER TRUSSES TO BE INCREASED TO 70 mm WIDE
NOTE:- WHERE ALTERNATE STRESS GRADES ARE USED, ALL SIZES ARE TO
COMPLY WITH A.S.1684.2 - 2006
7
14085
10085
14085
08 LOWER FLOOR
6985
350
245
24
L TIMBER FRAME
NA
IO 2740 C/HT
AG
DI
2967
LOAD BEARING NON-LOAD BEARING
MIN 75 STUDS 70 x 35 MGP12 at 450 C/S 70 x 35 F5 SEAS AT 600 C/S
SET-DOWN
4920
T-PLATE 2/35 x70 MGP12 35 x 70 F5 SEAS
B-PLATE 35 x 70 F5 SEAS 35 x 70 F5 SEAS
350
NOGGING 35 x 70 F5 SEAS
1550
MIN 75 SET-DOWN
LINTELS STUDS AT SIDES OF OPENINGS
3550
UP TO 1000 130 x 42 SMARTLVL 15 35 x 70 MGP12
UP TO 1300 150 x 42 SMARTLVL 15 2/35 x 70 MGP12
2000
2000
UP TO 1600 170 x 42 SMARTLVL 15 2/35 x70 MGP12
UP TO 1900 200 x 42 SMARTLVL 15 2/35 x 70 MGP12
UP TO 2500 240 x 58 SMARTLVL 15 3/35 x 70 MGP12
700 5650 10190 3000
NOTE:ALL LINTELS SUPPORTING GIRDER TRUSSES TO BE INCREASED TO 70 mm WIDE
350 2300 7890
NOTE:- WHERE ALTERNATE STRESS GRADES ARE USED, ALL SIZES ARE TO
350 8300 COMPLY WITH A.S.1684.2 - 2006
19540
CLIENT SCALE
1:100
SET-OUT PLAN D & K KNOTT
SET-OUT PLAN
FOR ALL FOOTING + SLAB DETAILS - REFER ENGINEER'S DETAILS
TERMITE PROTECTION TO BE"TERMIMESH"or OTHER SYSTEM DRAWN JSC
PROJECT SHEET No
COMPLYING WITH A.S.3660.1 - 2000
9 OF 14
10 HILL ST WILLIAM H WILSON
SUNSHINE BEACH DATE & ASSOC
QLD 4567 (LOT 15-01-19 BUILDING & DESIGN
CONSULTANTS
497 ON RP48112) DRAWING No
QBCC LIC(MEDIUM RISE) 56997
W14291
QBCC LIC(LOW RISE)1257478
C COPYRIGHT 19 KEYES ST LOGANLEA 4131
THIS DRAWING REMAINS THE PROPERTY OF
WILLIAM H WILSON & ASSOCIATES AND IS PROVIDED PH:(07) 3200 6836
FOR THE USE AS DESCRIBED AND MAY NOT BE USED
OR REPRODUCED IN WHOLE OR IN PART
FAX:(07) 3388 4075
WITHOUT WRITTEN PERMISSION email:[email protected]
Page 10
130 x 58 15 295 x 65 17 SMARTLAM
SMARTLVL H3 TTD GL17C H3 TTD BEARER S.E.FLOORING
END JOIST
INSTALLED TO MAN SPEC
CANTILEVER CANTILEVER JOIST ENDS ON 130 x 42 15 SMARTLVL
GL17C H3 TTD END JOIST
300 x 58 15 SMARTLVL
295 x 65 17 SMARTLAM
BEAM END H3 TTD JOISTS AT 450 C/S
295 x 65 17 SMARTLAM
GL17C H3 TTD BEARER
300 X 42 15 SMARTLVL
COMPRESSED F.C.SHEET
INSTALLED TO MAN SPEC
END JOIST
ON 130 x 42 15 SMARTLVL
YELLOWTONGUE
H3 TTD JOISTS AT 450 C/S
(19mm)"STRUCTAFLOR"
300 x 42 15
300 X 58 15
SMARTLVL
INSTALLED TO MAN SPEC
ON SJ30051 SMARTJOISTS SMARTLVL TRIMMER
200 x 42 15 AT 450 C/S
SMARTLVL H3 TTD
TRIMMER
300 x 42 15
300 X 42 15 SMARTLVL
SMARTLVL
200 x 42 15
295 x 65 17 SMARTLAM
GL17C H3 TTD BEARER
SMARTLVL H3 TTD
GL17C H3 TTD END JOIST
YELLOWTONGUE
295 x 65 17 SMARTLAM
TRIMMER
300 x 58 15 SMARTLVL
(19mm)"STRUCTAFLOR" 300 X 58 15
INSTALLED TO MAN SPEC SMARTLVL TRIMMER
COMPRESSED F.C.SHEET ON SJ30051 SMARTJOISTS
AT 450 C/S
INSTALLED TO MAN SPEC
ON 130 x 42 15 SMARTLVL
H3 TTD JOISTS AT 450 C/S
CANTILEVER S.E.FLOORING
BEAM END CANTILEVER JOIST ENDS INSTALLED TO MAN SPEC
ON 130 x 42 15 SMARTLVL
130 x 58 15
SMARTLVL H3 TTD 295 x 65 17 SMARTLAM H3 TTD JOISTS AT 450 C/S
END JOIST GL17C H3 TTD BEARER
CLIENT SCALE
1:100 FLOORING
D & K KNOTT SYSTEM
PROJECT SHEET No DRAWN JSC
10 OF 14
10 HILL ST WILLIAM H WILSON
SUNSHINE BEACH DATE & ASSOC
QLD 4567 (LOT 15-01-19 BUILDING & DESIGN
CONSULTANTS
497 ON RP48112) DRAWING No
QBCC LIC(MEDIUM RISE) 56997
W14291
QBCC LIC(LOW RISE)1257478
C COPYRIGHT 19 KEYES ST LOGANLEA 4131
THIS DRAWING REMAINS THE PROPERTY OF
WILLIAM H WILSON & ASSOCIATES AND IS PROVIDED PH:(07) 3200 6836
FOR THE USE AS DESCRIBED AND MAY NOT BE USED
OR REPRODUCED IN WHOLE OR IN PART
FAX:(07) 3388 4075
WITHOUT WRITTEN PERMISSION email:[email protected]
Page 11
P x 0.6
C x 0.9
C x 0.9
A x 0.9 A x 0.9
C x 1.2
C x 1.2
C x 0.9
C x 0.9
P x 0.35
A x 0.9
C x 0.9
A x 0.9 A x 0.9
C x 0.9
P x 0.6
P x 0.6 P x 0.6 P x 0.6 P x 0.6
P x 0.6
P x 0.35P x 0.35
A x 0.9 A x 0.9 A x 0.9
P x 0.6
A x 0.9 A x 0.9 A x 0.9
DIRECTION - B - 126.7 Kn
P x 0.6
C x 0.9
C x 0.9
P x 0.35
EACH UNIT
C x 0.9
C x 0.9
A x 0.9 A x 0.9 A x 0.9
C x 1.2
C x 1.2
C x 0.9
C x 0.9
P x 0.6
A x 0.9 A x 0.9
DIRECTION - A - 41.4 Kn
EACH UNIT
BRACING FOR EACH UNIT
WIND CATEGORY N3
BRACE VALUE
DIRECTION A
A 7.2 lm STRUCT PLY (4mmF14) at 6.0 KN/M 43.2 CLIENT SCALE
1:100
D & K KNOTT
BRACING PLAN
RACKING RESISTANCE ACHIEVED 43.2 Kn DRAWN JSC
PROJECT SHEET No
RACKING RESISTANCE REQUIRED 41.4 Kn
11 OF 14
10 HILL ST WILLIAM H WILSON
DIRECTION B
C 5.4 lm STRUCT PLY (4mmF14) at 6.0 KN/M 32.4
C 2.4 lm STRUCT PLY (4mmF14) at 6.0 KN/M 14.4 SUNSHINE BEACH DATE & ASSOC
P 2/0.35 lm POWER TRUSS PANEL at 5.7 KN/PANEL 11.4 QLD 4567 (LOT 15-01-19 BUILDING & DESIGN
P 5/0.6 lm POWER TRUSS PANEL at 15.0 KN/PANEL 75.0 CONSULTANTS
497 ON RP48112) DRAWING No
QBCC LIC(MEDIUM RISE) 56997
W14291
RACKING RESISTANCE ACHIEVED 133.2 Kn QBCC LIC(LOW RISE)1257478
C COPYRIGHT 19 KEYES ST LOGANLEA 4131
RACKING RESISTANCE REQUIRED 126.7 Kn THIS DRAWING REMAINS THE PROPERTY OF
WILLIAM H WILSON & ASSOCIATES AND IS PROVIDED PH:(07) 3200 6836
NOTE:REFER MAN SPEC FOR POWERTRUSS FOR THE USE AS DESCRIBED AND MAY NOT BE USED
FAX:(07) 3388 4075
BRACE SPECIFICATIONS OR REPRODUCED IN WHOLE OR IN PART
WITHOUT WRITTEN PERMISSION email:[email protected]
Page 12
A x 0.9
C x 1.2
A x 0.6
C x 1.2
C x 1.2
C x 0.9
A x 0.9
C x 1.2
C x 0.9
C x 1.2
C x 1.2
C x 1.2
C x 0.9
C x 0.9 C x 0.9
C x 0.9 C x 0.9
A x 0.9 A x 0.9
A x 0.9 A x 0.9
C x 0.9
DIRECTION - B - 72.2 Kn
C x 1.2
C x 1.2
C x 1.2
C x 0.9
C x 1.2
EACH UNIT
A x 0.9
C x 0.9
C x 1.2
C x 1.2
C x 1.2
A x 0.9 A x 0.6
DIRECTION - A - 19.8 Kn
EACH UNIT
BRACING FOR EACH UNIT
WIND CATEGORY N3
BRACE VALUE
DIRECTION A
A 0.6 lm STRUCT PLY (4mmF14) at 1.7 KN/M 1.02
A 3.6 lm STRUCT PLY (4mmF14) at 6.0 KN/M 21.6
RACKING RESISTANCE ACHIEVED 22.62 Kn CLIENT SCALE
RACKING RESISTANCE REQUIRED 19.8 Kn 1:100
BRACING PLAN
DIRECTION B
C 4.5 lm STRUCT PLY (4mmF14) at 6.0 KN/M 27.0 D & K KNOTT
C 8.4 lm STRUCT PLY (4mmF14) at 6.0 KN/M 50.4
PROJECT SHEET No DRAWN JSC
12 OF 14
10 HILL ST WILLIAM H WILSON
RACKING RESISTANCE ACHIEVED 77.4 Kn SUNSHINE BEACH DATE & ASSOC
RACKING RESISTANCE REQUIRED 72.2 Kn QLD 4567 (LOT 15-01-19 BUILDING & DESIGN
CONSULTANTS
497 ON RP48112) DRAWING No
QBCC LIC(MEDIUM RISE) 56997
W14291
QBCC LIC(LOW RISE)1257478
C COPYRIGHT 19 KEYES ST LOGANLEA 4131
THIS DRAWING REMAINS THE PROPERTY OF
WILLIAM H WILSON & ASSOCIATES AND IS PROVIDED PH:(07) 3200 6836
FOR THE USE AS DESCRIBED AND MAY NOT BE USED
OR REPRODUCED IN WHOLE OR IN PART
FAX:(07) 3388 4075
WITHOUT WRITTEN PERMISSION email:[email protected]
Page 13
TIE-DOWN
WIND CLASSIFICATION - N3
ROOF - METAL ROOF BATTEN SPACING - 900 TRUSS/RAFTER - JD4
UPLIFT LOAD WIDTH - 5642 BEARER SPAN - N/A WALL FRAMING - JD4
TRUSS/RAFTER SPACING - 600 BATTENS - J2 JOISTS/BEARERS - JD4
UPLIFT UPLIFT
TABLE REQ'D FIGURE ACHV'D
No (KN) No (KN)
1/75mm No 14 TYPE 17 SCREW
(GENERAL AREA & ROOF EDGES)
Batten to truss
1.5
(ROOF 9.25(d) 4.5
EDGES)
9.14
0.85
(GENERAL 9.25(d) 4.5
AREA)
2/FRAMING ANCHORS 30 X 0.8mm G.I.STRAP Truss to top plate
AT EACH TRUSS WITH WITH 2/2.8mm DIAM NAILS
4/2.8 mm DIAM NAILS EACH END AT 450 C/S
EACH END 4.5 9.21(b) 5.9
9.13
Top plate to stud
9.13 3.3 9.19(d) 3.5
Stud to bottom plate
9.13 3.3 9.19(d) 3.5
1/M10 BOLT AT FLOOR JOIST
MAX 1800 C/S
Bottom plate to slab/bearer
9.13 13.1 9.18(d) 15.0
Floor joist to bearer
N/A
Bearer to column
N/A
Page 14
TIMBER FRAMED BRACING WALL - TYPE TB1
EFFECTIVE LENGTH
OF BRACING WALL 1
a ‘STRAP or NAILING PLATE EACH SIDE
T:MBER FRAMED BRACING WALL - TYPE TB?
EFFECTIVE LENGTH
TGF BRACING WALL T
_- ANCHOR ROD
eR
g
t
M(2 BOLT EASH END.
TYPICAL ELEVATION
{ TIMBER or APPROVED GALV STEEL ANGLE BRACE
STRAP of FRAMING ANCHORS or
M10 BOLT AT EACH END TYPICAL ELEVATION
TIE DOWN FIXING OF HIP RAFTERS TO RIDGE BOARD & HIP RAFTERS,
THE DOWN RIDGE IF REQUIRED WITH 30 X 0.6mm
LOOPED STRAP TIED DOWN TO INTERNAL WALLS or
~ EXTERNAL WALLS-AT-GABLE-ENDS.-IF- TIED DOWN-TO-CEILING
JOIST, FIX JOIST TO TOP PLATE WITH LOPPED STRAP
TURNED UNDER PLATE & NAILED FROM OTHER SIDE or M10 BOLT ¥S.75mm DIAM NAILS:
i or M10 BOLT
475 X 38 Ff of EQUIVALENT RIGE TIE
(IEACH SIDE)
313.75mm DIAM NAMLS
/
475. X38 F 11 of EQUIVALENT RIGE TIE
LOOPED STRAP TURNED RAFTER
& NAIL FROM OTHER SIDE
TIMBER FRAME BRACING WALL TYPE TB3
ROOF CEILING or FLOOR STRUCTURE
FIXED TO TOP OF BRACING WALL
(REFER SUB-CLAUSE 41 6(5)
& FIG 41 B(5)) NAILING PLATES AT EACH END
\ & ON EVERY SECOND STOP
™ TOP 2 BOTTOM or ANCHOR RODS:
EXTERNALLY QUALITY FIBRE CEM AT EACH END
UNING WIN 4.5mm THICK
FIXED IN ACCORDANCE WITH TABLE }
41,(3)4 of INTERNAL QUILITY _"
FIBRE CEM LINING MIN 6 Onin
THICK FIXED IN ACCORDANCE WITH [
WITH TABLE 41 (334 L_
'
BOTTOM PLATE TO SUB-STRUCTURE
(REFER SUB-CLAUSE 41 6(3}C)
Ml
TYPICAL SECTION
THRU WALL TYPE TB3A
wecre ROGF CEILING of FLOOR STRUCTURE
FIXED TO TOP OF BRACING WALi
(REFER SUB-CLAUSE 41 8(5)
SFIG 41.8(5))
ANCHOR RODS
ATEACH END.
py
EXTERNAL QUALITY FIBRE CEMENT
LINING 4.5mm THICK FIXED
IN ACCORDANCE WITH TABLE 41.0(3)
BOTTOM PLATE TO SUB-STRUCTURE
(REFER SUB-CLAUSE 41 &3}C)
TYPICAL SECTION
THRU WALL TYFE TB3B
SHEET BRACING MAY BE FIXED IN ACCORDANCE
. WITH MANUFACTURERS SPECIFICATION
STEEL BRACING SETS
WHERE BEARER HEIGHT TO WIDTH EXCEEDS 1:4
THE BEARER: SHALL-BE-FIXED BY APPROVED MEANS
TO PREVENT OVER TURNING
FIXING OF RAFTERS, TRUSSES & PURLINS TO TOP
PLATE(REFER SUB-CLAUSE 41.9(2)(C)FIXING RAFTERS
TRUSSES & PURLINS TO TOP PLATE
TIMBER FRAMEO BRACING WALL TYPE TB4
ROOF CCILING of FLOOR STRUCTURE
FIXED TO TOP OF BRACING WALL (
|
(REFER SUB CLAUSE 41 8/5)
& FIG 4t 8(5))
STRUCT PLYWOOD IN ACCORDANCE.
WITHETABLE 41.8(3)8 FIXED IN
ACCORDANCE WITH TABLE 41 8(3)8
BOTTOM PLATE [0 SUS: STRUCTURE
(REFER SUB-CLAUSE 41,8X0))
TYPICAL SECTION
THRU WALL TYPE TB4A
BRIDGING BETWEEN DETAIL
UBEARING STUD IN WALL
OR TE DOWN POINT OF Cc
BRACING WALL ‘OR™TIE DOWN WALL
bs
4IFRAMING ANCHORS WHEN
SUPPORTING TIE DOWN OR BRACING WALLS
ANCHOR ROD OR BOLT FOR
TIE DOWN OR BRACING WALL
Ly
Al
MIN SIZE OF BRIDGING
Pt
\
ROOF CEILING of FLOOR STRUCTURE
FIXED TO TOP OF BRACING WALL
(REFER SUB-CLAUSE 41 (5)
A FIG 41.8(5))
ANCHOR RODS AT CACH END OR.-
|-- STRUCT F.YWOOD TO BE NAILED.
AT CLOSER C/S THAN RECUIRED BY TABLE
41 USJA AS PROVIDED IN SLIB-CLAUSE 41 6 (0)
q STRUCT PLYWOOD IN ACCORDANCE
~~ WITH TABLE 41 8(3)8 FIXED IN
ACCORDANCE WITH TABLE 41.0(3)8
4t BOTTOM PLATE TO SUBSTRUCTURE
,~ (REFER SUB-CLAUSE 41,4(3X0))
TYPICAL SECTION
THRU WALL TYPE TB4B-
VERANDAH COLUMN DETAIL
VERANDAH BEAM
ce
Ser
By
ae
Ys M12 BOLTS
ae ae
r
+
LOOPED SIRAP USE GUL NE DOWH RIDGE
HIP RAFTER - REFER FIGURE 41.214
=r
¥v
LOOPED STRAP - USE ONLY TIE DOWN RIDGE
& HIP RAFTER - REFER FIGURE 41 9(2)4
SN “oo . a,
SS Qe Re
3 Mo MeTHOD 1 Las
* S “EB ‘A
Nos, ™ a
. °S/M16 of 27M 42 BOLTS. VNAILING PLATE
N, \LOOPED STRAP
s, . \ TURNED UNDER & NAILED FROM
- .
xr 516 RODS, CIREULAR HOLLOW SECTIONS:
oS of RECTANGULAR {OLLOW SECTIONS}
w AS PROVIDEDIN SUB-CLAUSE 40 4(7)
“ S
+ TIE DOWN STEEL COLUMNS. —
FRAMING ANCHORS
TIE DOWN COLUMN FOOTING DETAIL
METHOD A METHOD B. TIED TO BEARER
REFER SUB-CLAUSE 41 X2XE)TIE DOWN FIXING REFER SU3-CLAUSE 41 9(2\E)TIE COWN FIXING —
OF RAFTERS TO RIDGE BOARDS & OF RAFTERS TO RIDGE BOARDS &
& HIP RAFTERS” & HIP RAFTERS” TYPICAL ELEVATION
NOTE.IN ALL CASES RIDGE or HIP RAFTER TO BE NOMINALLY NAILED TO RAFTER
GALVANISED STEEL FIXINGS
STRAP
STRAP FIXED BOTH ENDS
TO SAME MENIBER
FRAMING ANCHOR
NAILS FOR HARSWOOO
CYPRESS PINE & 4 NALS
FOR ALL OTHER TIMBER(REFER DEFINITIONS
MESUB-CLAUSE 1 3 FOR DETAILS)
LOOPED STRAP
STRAP FIXED BOTH ENDS:
TO SAME MEMBER
1 '
WIDTH ATLEASTEQUALTOHEIGHT
or 1800 MIN WHICHEVER THE GREATER 4IFRAMING
FIXING TO TOP OF TIMBER FRAMED BRACING WALLS
BRACING WALL TO ROOF FRAMING.
‘573.75 mm DIAM NAILS OR
34.88mm DIAM SCREWS FOR HARDWOOD
~— TRUSS BOTTOM CHORD
7 NAILS OR SCREWS FOR SOFTWOCD
LENGTH OF TIMBER TO BE
SUFFICIENT TO AVOID SPLITTING.
GAP MUST BE - 22" 59 x 50 F11 NOGGING(HIN)
PROVIDED TO ALLOW f — FIXED TO TRUSSES WITH 2FRAMING.
FOR TRUSS DEFLECTON =. .-- ANCHORS EACH END IF FIXING TO
i CEILING JOISTS SECURE NOGGING
Tae e OED aU THIS ‘ TO TOP PLATE WITH 5/3 75mm OAM
DIRECTION \ NAILS OR 3/4 88 mm OAM SCREWS
FOR HARDWOOD OR 7 NAILS OR
SCREWS FOR SOFTWOOD
BRACING WALL
BRACING WALL TO EXTERNAL WALL
~ TOP PLATE
cf
Ap EXTERNAL WALL
\s
BRACING WALL —~ ff
\
{
230 X 0.8mm GALY STRAPS
AINAILS EACH END FOR HARDWOOD.
SINAILS EACH END FOR SOFTWOOD
fy,
NOTE THIS METHOD OF FLING [OP OF BRACING
WALL MAYBE USED IN LIEU OF ANY FIXING.
TO TRUSS BOTIOM CHORD OR CEILING JOISTS
SHOWN ABOVE
NOTE IF BRACING WALL IS FIXED TO EXTERNAL
WALL AS SHOWN AGOVE THEN NON OF THE OTHER FIXIIG,
OPTIONS AREA REQUIRED REFER CLAUSE 41 85)
7 STEEL COLUMN
Lo \ YLOOPED STRAPS 212 BOLTS
: wR TURNED UNDER & NAILED FROM ~~ EMBEDDED MIN 300
ae Sy ‘OTHER SIDE
~ METHOD 3 FOR FOOTING DIMENSIONS
ANCHORS REFER 40.45)
$12 REINFORCED ROD
CARRIED DOWN TO 65me
FROM BOTTOM OF FOOTING
mm PLATE TYPICAL PLAN OF BONDED
WELDED ALL ROUND ATTACHED PIER
BRACING WALL TO ROOF FRAMING { wioth |
3.75mm DIAM NAILS FOR HARDWOOD
413 75mm DIAM NAILS FOR SOFTWOOD LEO TRUSS BOTTOM CHORD
2720 X 0.8mm GAL STRAPS y
4INAILS EACH END FOR HARDWOOD
SINAILS EACH END FOR SOFTWOOD
FORCE MUST 8E
TRANSFERRED IN THIS
DIRECTION
BRACING WALL TO ROOF FRAMING
TRUSS BOTTOM CHORD
5/3 75 mm DIAM RAILS OR
FORCE MUST BE 24,68mm DIAM SCREWS FOR HARDWOOD
TRANSFERRED IN THIS, 7 NAILS OR SCREWS FOR SOFTWOOD,
DIRECTION LENGTH OF TIMBER TO BE
\ SUFFICIENT TO AVOID SPLITTING
IF FIXING TO A CEILING JOIST OR RAFTER
USE VFRAMING ANCHORS IN LIEU
i
BRACING WALL
GAP MUST BE
PROVIDED TO ALLOW
FOR TRUSS DEFLECTION
_~ ANCHOR ROD
TIES EVERY SECOND COURSE
ATTACHED MASUNARY PIERS COMPLYING
WITH TABLE 36 2(B)
TOP ANCHORAGE DETAIL FOR MASONARY TIE DOWN WAI LS.
- 6mm PLATE
WF
-4 ~~ FOR TOP PLATE SIZE
REFER CLAUSE 41 2(1)(C)
ANCHOR ROD
SECTION
ANCHOR RCD
TYPICAL ELEVATION
Used in these records
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