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Appendix A - Proposal plans
Plans and drawings
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1890 |, 1520 | 6380 | 5595 1800
Ground Floor 321.0sqm 230 70 70 70 70 230
Porch 2.0sqrh 2810 2950 950 |), 950 yp, 1460 1,935 4590 1800
Patio 35.0sq 1 1 |
Total Ground 358.0sqm 230 70 70 70 70 70 230
2810 3380 [$00 ), 4735 7, 1600 1540 1500), 950 500), 960 | 500), 1300
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Ground FI
230 70 70 70 230
| 4490 | 1930 | 2400 6235 1300
| | ‘Al |
230 70 70 230 230
6950 2200 | 4315 3450
DO r 6950 2470 4315 2150 1300
ELEVATION
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Verify all Dimensions
prior to setout.
s DO NOT scale use
B figured dimensions only.
—™- oO
— ft ae
Mark Sinfield (building designer)
m. 0412 785 695
e, [email protected]
w. www.archilads.com
LIFETIME
CONSTRUCTIONS
2] | |CLIENT
ag wo
Keegan
Residence
PROJECT
3 Robert Street
Noosaville
Oo Oo
gS 3
N N
DESIGN USED
CUSTOM LAYOUT
ISSUE
CONSTRUCTION
DRAWN DATE
M.S 3rd October 2017
CHECKED SCALE
M.S 1:100 @ A3
JOB No. SHEET
16-37 10F7
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Page 2
4200 Ceiling Height Entry / Living
500 600 600
500
3000 Ceiling Height
2400 Window Height
Slab Level
Render Finish
Render Finish
ELEVATION A
2454 Panelift Door 0912 FG
2454 cnr Stacker
600
600 |
|
eT Colorbond Roof Sheet @6d 4200 Ceiling Height Entry / Living
p————4——— — © —Colorbond Roof Sheet @6d_-_ _ _____{|____
3900-Ceiling Height _
PoC CE) |. | oO P2400 Window Height —
Rendered
Rendered Rendered Brickwork
rickwor'! Brickwork
Slab Level
0618 GL 2409 Ali 1212 GL 1218 GL 0924 AL 2109 GL 04518 FG 2109 GL
Swing
ELEVATION B
Mark Sinfield
(building designer)
m. 0412 785 695
e. [email protected]
w. www.archilads.com
CLIENT
Keegan Residence
LIFE||TIME
CONSTE
ONS
PROJECT
3 Robert Street
Noosaville
DESIGN USED
CUSTOM LAYOUT
ISSUE
CONSTRUCTION
DRAWN CHECKED
M.S M.S
SCALE
1:100 @ A3
DATE
3rd October 2017
JOB NUMBER
16-37
SHEET
20F7
Verify all Dimensions prior
to setout.
DO NOT scale use figured
dimensions only
COPYRIGHT RESERVED IN
PART OR WHOLE
Page 3
500 450 450 500
Mark Sinfield
(building designer)
Colorbond Roof Sheet @6d 4200 Ceiling Height Entry / Living
m. 0412 785 695
e. [email protected]
w. www.archilads.com
Render Finish
3000 Ceiling Height_| CLIENT
2400 Window Height
Keegan Residence
Rendered
Brickwork
Slab Level
2106 GL2118FG 2106GL 2106GL 21045 GL 21045GL 0618GL
LIFE||TIMz
N
PROJECT
ELEVATION C 3 Robert Street
Noosaville
DESIGN USED
CUSTOM LAYOUT
ISSUE
CONSTRUCTION
Colorbond Roof Sheet @6d ye ——_—_ 4200 Ceiling Height Entry / Living
Se eee DRAWN CHECKED
| ____ FH_ [—~ “Colorbond Roof Sheet @6d-_— ______|_-_________________[ ~~ _Colorbend Roof Sheet @6d- — — — _ _ _ __ __ ____ __ ___ (=== SS — M.S M.S
be 3900 Ceiling Height_
SCALE
2 ee eee 2400 Window Height 1:100 @ A3
DATE
[] LJ Rendered Rendered 3rd October 2017
Brickwork
Rendered
Brickwork
Slab Level
po fd fe JOB NUMBER
0624 AL 0609 FG 0609 FG 1218 GL 2109 GL 21045 GL 21045 GL 16-37
SHEET
3 OF7
Verify all Dimensions prior
to setout.
DO NOT scale use figured
E LEVATION D dimensions only
COPYRIGHT RESERVED IN
PART OR WHOLE
Page 4
PRE FABRICATED ROOF TRUSSES MAX 1200CRS END TRUSSES 900CRS COLORBOND ROOFING FIXED TO MANUF. SPEC. TIMBER OR METAL ROOF BATTENS MAX 900 CRS TIMBER OR METAL CEILING BATTENS MAX 450 CRS ROOF PITCH @ 6° OVERHANGS 450 / 600mm lorbond Roofing @5d ll Vf | FLAT FC SOFFITS Media Bed 3 Laundry bath Bed 4 Living + 4200 Entry Porch CLADDING AS PER ELEVATIONS PROVIDE ANTI TERMITE TREATMENT TO AS 3660.1 REFER ENGINEERS DRAWINGS FOR FULL FOOTING AND TIMBER FLOOR DETAILS PLASTERBOARD INTERNAL LININGS GENERALLY CROSS SECTION A-C Mark Sinfield (building designer) m. 0412 785 695 e. [email protected] w. www.archilads.com CLIENT Keegan Residence LIFE||TIMz CONSTRUCTIONS PROJECT 3 Robert Street Noosaville DESIGN USED CUSTOM LAYOUT ISSUE CONSTRUCTION DRAWN CHECKED M.S M.S SCALE 1:100 @ A3 DATE 3rd October 2017 JOB NUMBER 16-37 SHEET 40F7 Verify all Dimensions prior to setout. DO NOT scale use figured dimensions only COPYRIGHT RESERVED IN PART OR WHOLE
Page 5
6710 1680 950 1760 1630 1000 2180 1000 7320 sh 1400 1540 3280 Step Down Slab Setout p Down 1620 2820 9090 9200 9480 15250 20720 32770 29620 28660 figured dimensions only. Verify all Dimensions prior to setout. DO NOT scale use Mark Sinfield (building designer) m. 0412 785 695 e, [email protected] w. www.archilads.com LIFE TIME CONSTRUCTIONS CLIENT Keegan Residence 1300 1800 3450 7395 7765 8035 13775 15295 17185 PROJECT 3 Robert Street Noosaville DESIGN USED CUSTOM LAYOUT ISSUE CONSTRUCTION DRAWN M.S DATE 3rd October 2017 CHECKED M.S SCALE 1:100 @ A3 JOB No. 16-37 SHEET 5 OF 7
Page 6
TIMBER FRAMING WALL FRAMING As P"er Frame Manufactuers Design And engineers Design ROOF FRAMING METAL ROOF BATTENS MAX 900 CRS PREFABRICATED GANG NAIL ROOF TRUSSES MAX 1200 crs, 900crs ON END TRUSS FIXED TO TOP PLATE/VERANDAH BEAMILINTEL IN ACCORDANCEPIy 900 | | Ply 900 Ply 1200 Ply 900 Ply 900 Ply 900 Ply 900 Ply 900 Ply 240 10 WITH TRUSS MANUFACTURERS ENGINEERED DESIGN. NOTE: TRUSSES TO BE DESIGNED FOR NON STRUCTURAL FASC! PROVIDE BINDERS ONLY IF REQUIRED BY TRUSS MANUFACTURE} VERANDAH/PERGOLA RAFTERS MAX CRS. BRACING NOTES PROVIDE TEMPORARY BRACING TO AT LEAST 60% OF PERMANENT BRACING. STRUCTURAL WALL BRACING METAL ANGLE BRACING (AS PER DETAIL ATTACHED) 1.5kN/m PLYWOOD BRACING (AS PER DETAILS ATTACHED) TYPE 1 3.4KN/m Type 2 6.0/6.4 KN/m TYPE 3 7.5kN/m rl FIXING TOP OF BRACING WALLS (REFER DETAILS ATTACHED) ROOF BRACING TO BE IN ACCORDANCE WITH TRUSS MANUF. SPECIFICATIG TIE DOWN NOTES UPLIFT LOAD WIDTH (ULW) = MAX o INDICATES M120 CYCLONE ROD CONTINUOUS FROM [ TOP PLATE TO SLAB BOLT/ BEARER UNDERBATTEN AT EACH SIDE OF OPENINGS/CORNERS/ i ENDS/AND MAXIMUM 1200 CRS. NOMINAL BOTTOM PLATE FIXING 75mm MASONARY NAIL MAX 1200 CRS. TRUSS TO TOP PLATE/VERANDAH BEAM TO BE MIN. RAFTER TO TOP PLATE TO TRUSS MANUF. RAFTER TO VERANDAH BEAM ENGINEERED DESIGN ROOF BATTENS FIXED TO RAFTER/TRUSSES AT EACH INTERSECTION TO MANUFACTUERS SPECIFICATION Ply 4600 Load Bearing Wall Load Bearing Wall Ply 4600 BRACING CALCULATION DIRECTION A t WIND PRESSURE AREA OF ELEVATION RAKING FORCE 1.4 54.5sqm 76.3kN Load Bearing Wall BRACING PROVIDED PLYWOOD TYPE2 6.0kN/m 79.2kN Ply 1800 TOTAL 79.2KN Load Bearing Wall Tt 1 Ply 3850 I Ply 900 Ply 900 Load Bearing Wall Load Bearing Wall Ply 900 Ply 900 = Load Bearing Wall i Ply 600 BRACING CALCULATION DIRECTION B <~> WIND PRESSURE 1.4 AREA OF ELEVATION 94.5sqm RAKING FORCE 135.5kN BRACING PROVIDED PLYWOOD TYPE2 6.0kKN/m 139.2kN TOTAL 139.2kN Ply 600 Verify all Dimensions prior to setout. DO NOT scale use figured dimensions only. Mark Sinfield (building designer) m. 0412 785 695 e, [email protected] w. www.archilads.com Slab Setout Timber Design By Frame Manufactuer & Engineer Bracing Plan Lower Floor N3 Load Bearing Wall DESIGN USED LIFE||/TIME CONSTRUCTIONS CUSTOM LAYOUT | C] TENT ISSUE CONSTRUCTION Keegan DRAWN DATE Residence 3rd October 2017 M.S PROJECT CHECKED [SCALE M.S 1:100 @ A3 3 Robert Street JOB No. SHEET Noosaville 16-37 6 OF7
Page 7
LOT 3 on RP 87781 Parish: WEYBA County: MARCH Locality: NOOSAVILLE Site Area: 718m2 Coverage: 49.0% 40.2m Soz os ae a § | opr t | —a | Pp ( | 15121 | ° | | wall | ! | | | | | | | | 1 1 I I I | ' | I I bor | | 15 | I Odo wall | Proposed 1000 1 I a! | To | Residence Wall 1 ! 1 ! 1 ! i ! I a Oo ae OP ! & ! aa | 3 | Tr | | | I Fo ann nnn pg np geen nn nnn Ls [Obes ter Root ° | I I | | | | | | I | | | ow I 1 pj---______________ 4 1 Pt a = [a 3 3 B 3 Pool || Tiled ||| Deck S z 20.0m SS ——_— 800 Hi 10 High Rendereg Block Wall Robert Street SITE PLAN Mark Sinfield (building designer) m. 0412 785 695 e. [email protected] w. www.archilads.com CLIENT Keegan Residence LIFE||TIMz CONSTRUCTIONS PROJECT 3 Robert Street Noosaville DESIGN USED CUSTOM LAYOUT ISSUE CONSTRUCTION DRAWN CHECKED M.S M.S SCALE 1:200 @ A3 DATE 3rd October 2017 JOB NUMBER 16-37 SHEET 7 OF 7 Verify all Dimensions prior to setout. DO NOT scale use figured dimensions only COPYRIGHT RESERVED IN PART OR WHOLE