G.J - Final Plans

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REAL PROPERTY DESCRIPTION:

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PATHWAY & DRIVEWAY NOTES:
LOT 6 ON RP: 82318
SITE AREA 501.17sqm
ALL PATHWAYS AND PAVEMENTS SHALL HAVE A
MINIMUM FALL OF 1 IN 100 (1%). SITECOVER —195.35sqm (38.98%)
LOCALITY COOROY
THE MAXIMUM GRADE OF DRIVEWAYS SHALL LOC.GOV. — NOOSA SHIRE COUNCIL
NOTEXCEED 1 IN 5 (20%). WHERE GRADES ARE
NEAR THE MAXIMUM, A TRANSITION ZONE AT
EITHER END MAY BE REQUIRED, REFER TO BCA
VOLUME }, D2.10 FOR GRADES TO REQUIRED
EXIT RAMPS. © tt
CHECK WITH LOCAL AUTHORITY Pn 2 =
REQUIREMENTS PRIOR TO CONSTRUCTING ANY A oO
DRIVEWAYS, PATHWAYS OR CROSSOVERS oO oO
BETWEEN THE PROPERTY BOUNDARY AND o N
ROAD KERB. oO Qu /1572 16660 6690
CLEAR THE AREA OF ALL TOPSOIL AND < oO
ORGANIC MATIER. N ~
mM Dwelling BU
PROVIDE A LAYER OF SAND A MINIMUM OF be ; a ew oof
20mm THICK UNDER THE SLAB, COMPACTED es . i 48 B :
AND LEVELLED, 2 Sz 8 az checom SITE NOTES:
50.247 = 2 POSITION OF DWELLING TO BE CONFIRMED BY
AN OPTIONAL 0.2um POLYETHYLENE MOISTURE ——s I 352°0"— CLIENTPRIOR TO ANY SITE WORKS
BARRIER MAY BE PROVIDED UNDER THE SLAB IN 2/= 1200)
SALINE AREAS, LAPPED 200mm AT JOINS AND - =" j igi So = ALL STORM WATER, DOWN PIPES, RAIN WATER
TAPED. TANKS & SITE DRAINAGE TO BE SIZED & LOCATED
SLAB THICKNESS SHALL BE: [ |
\ | BY THE HYDRAULIC CONSULTANT/PLUMBER IN
ase ~75mm THICK WITH 1 Zz \ | 4 ACCORDANCE WITH BCA VOL 2 3.1.2 & 3.5.2 AND
D a Nee ek 7

VEHICULAR DRIVEWAYS (TO 3t GROSS} - = | Tr | / anc MPA.2NOCAL PLANNING SCHEME HOUSE

100mm THICK WITH xy z L i \

TS FESESAMESED Ss]? | bo. pRoroser RESIDENCE BUILDER TO ENSURE THAT ACTUAL SEWER LINE AND
30mm MINIMUM TOP COVER TO ALL =e 5 i PAD LEVEL 107.600m [J], “I. Lu Pen Bilson Bano ReCinaaeeay
REINFORCEMENT, CONCRETE STRENGTH SHALL 44LL z >— -FFL 107.900m— x DISCREPANCIES MUST BE BROUGHT TO THE.
BEIN20 MINIMAUN, 2 } = r Zz ATTENTION OF BESPOKE SOLUTIONS PTY LTD AND

E \Z | < RESOLVED PRIOR TO COMMENCEMENT OF
JOINTS ARE REQUIRED IN ALL CONCRETE 6 -—— or | 3
PATHWAY AND DRIVEWAY SLABS - 9 il | DRMEWAYRSTH BE — CONSTRUCTION

oO J as °

ar) ¢ (exp. agg) 3 ! BUILDER TO DETERMINE APPROPRIATE
ABUTTING EXSTNG SRUCTUESS. -— 3(|3 | eo 3 PLATFORMING METHOD ON SITE PRIOR TO
; zl] 2 i. | << COMMENCEMENT OF ANY WORKS. FINISHED

5 / —+— FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL
EXPANSION JOINTS SHALL BE PROVIDED AT 15 p___ oO AS PER LOCAL AUTHORITIES REQUIREMENTS & TO
METER CENTRES IN ALL DIRECTIONS. N12 Ald COMPLY WITH BCA VOL 2 3.1.23
DOWEL BARS AT 400 CENTRES ALONG THE SN tere eeces ys 3 fd OR O —
JE INISIIN (LOGrnnn THISRISEABS: Rasa) als THE FINISHED SURFACE IMMEDIATELY
CRACK CONTROL JOINTS SHALL BE PROVIDED = ; - ee ee eee

iS —S>=== rN SEWER LINE
eae talon e a oan Ot i ah oan ea Gea
Ener = a @, RL108.01 INDICATED ON THE SITE PLAN.
WOULD OCCUR [i,e. RE-ENTRANT CORNERS). \ * SURFACE DRAINAGE IS TO DISCHARGE EVENLY
JOINTS SHALL BE LOCATED SO THE LONGEST 1L:105.63 7 4 WITHIN THE SITE AND WITHOUT NUISANCE TO
SIDE OF ANY SLAB PANEL IS NO MORE THAN 1.5 5.107 53 \ SEWER LINE \ \ / ADJOINING PROPERTIES.
TIMES THE LENGTH OF THE SHORTEST SIDE. ANY s \ 172°0' / bi \ /
ANGLE FORMED BETWEEN JOINTS OR JOINTS 7 50.256 . — ts ALL SUB-FLOOR AREAS MUST BE GRADED 70 AVOID
AND THE SLAB EDGE SHALL BE NO LESS THAN 1122 Sewer Rising : Sewer Rising Main Pothole THE PONDING OF WATER.
75°, DUE TO THE VARYING NATURE OF OmP 4 Main Pothole ——~ Top Conduit RL:107.96
PATHWAYS AND DRIVEWAYS, IT IS ADVISABLE CUT AND FILL BATTERS NOTTO EXCEED A
TO PROVIDE JOB SPECIFIC DESIGN TO ENSURE | | | 6000 MAXIMUM SLOPE AS PER BCA TABLE 3.1.1.1 FOR
ALL SITE CONSTRAINTS ARE CONSIDERED IN THE WALL THE SITE SPECIFIC SOIL TYPE, REFER ALSO TO BCA
DESIGN, CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON
5/RP82318 SLOPING SITES.
THESE NOTES ARE PROVIDED AS A GENERAL
SPECIFICATION ONLY. 1000 MAXIMUM HIGH TIMBER RETAINING WALLS
, SITE PLAN WITH 65@ AG PIPE BEHIND [TO DISCHARGE TO

REFERENCE SHOULD BE MADE TO ‘CEMENT, ha gi STORMWATER LINE] AND GRANULAR BACKFILL

CONCRETE & AGGREGATE AUSTRALIA - GUIDE 4:200 BEHIND, TO BE WHOLLY CONTAINED WITHIN THE

TO CONCRETE FOR HOUSING 2007, PATHS AND SITE ONLY IF INDICATED ON THE PLANS.

DRIVEWAYS’ AND ‘RESIDENTIAL CONCRETE

DRIVEWAYS AND PATHS, JULY 2005', THE HEIGHT OF FENCES, INCLUDING THE HEIGHT

OF RETAINING WALLS ARE NOT TO EXCEED 2.0m
ABOVE FINISHED GROUND LEVEL, ONLY IF
INDICATED ON THE PLANS AND TO LOCAL
AUTHORITY APPROVAL,
THESE DRAWINGS AND DESIGN ARE ISSUE [DATE JORWN|CHED]COMMENTE PROJECT JOB SPECIFICATION BY BUILDER TAKes | DATE
Bey COPYRIGHT AND WILL NOT BE USED r/o) aK | RW |PRELaNARY PLANS PRECEDENCE OVER THESE PLANS SITE PLAN
i GIORORIPARTLY AIRS ERG A } 22/10/2018} AK | RW | RELOCATED, WIDTH REDUCED, EAVES ADDED | PR ° POS ED R ES DENC E
———a rf LLY OR . , CUEN PROJECT STATUS
- CUSTOM SALES CHRIS McNEIL
GJ. Gardner. Hones ee ee & [rare ax [ [oben avout CONSTRUCTION DRAWINGS
. C | 12/11/2018) AK | RW |GENERAL AMENDMENTS
SCALE SHEET SIZE] CLASS | WIND | ISSUE
Sunshine Coast North DO_NOT SCALE FROM THIS DRAWING} 0. [isjivaoiel ax | rw |oRAR CONSTRUCTION DRAWINGS CUENT LOCATION INDICATED! A3 la E
2/171 Noosa Eumundi Rd PH: 07 54 702324 VERIFY ALL DIMENSIONS PRIOR TO € [17/01/2019] AK | RW [AMENDED CONSTRUCTION DRAWINGS ERHARTER, Robert LOT 6 ON RP82318
Noosaville , Qld. COMMENCEMENT OF ANY SITE WORKS = 10 OPAL LANE DRAWING FILENUMBER | PAGE 2
AND REFER ANY DISCREPANCIES TO
BESPOKE BUILDING DESIGN COOROY, QLD GJGSCN190173

 

 

 

 

 

 

 

 

 

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450\, 16660 Les0|, |.450
220 70 70 70 70 70 90 220 | | 7 FLOOR AREAS:
a 3300 oo), 1950 || 950 is30__ {| 1500 {| 1400 / 4250 | [aso
] 3 70 1 14 DWELLING 154.18 m2
- 2230 |), 1000 3570 00 2 GARAGE 38.65 m?
0
2 PORCH 2.52 m?
1000 10860 9
| at Total 195.35 m?
70 70 A
g ; g
S
“a “he 0618 2415SGD Sh iE dp Be 7 az WALL LEGEND
: ; 215 _¢P _696% . g
dp} = = = 8 EXTERNAL WALLS
1 |S comm sad le ° [ZZ - MASONRY VENEER
‘\ BeD3 rosie [LE] eS seo 7 § 8 = 70mm TIMBER STUD FRAME
os} 3 S “carpet ' 7 s —X 9 - 10mm PLASTERBOARD LINING (GENERAL)
4 8 NAN cory BATH = “J i = - 6mm VILLABOARD LINING (WET AREAS}
gi “ 2 | 29 a wetities is ol wr 13 — | o| oO ===> -LINEA-BOARD CLADDING (UNO)
N od iN nS =
3 z allit er ® 8 Bg || Scam 3) Ss] a - 70mm TIMBER STUD FRAME (UNO)
| XIE § SS Ze yy x ‘iad gi 7 ~ 10mm PLASTERBOARD LINING (GENERAL)
R \ 820 }_! itis & ~ 4mm VILLABOARD LINING [WET AREAS)
2 \ \ 900 Rg
7 7 & Bik sc Ts | INTERNAL WALLS
(ad 7 N n ax =] <=> -70mm TIMBER STUD FRAME (UNO}
~~ gk: © 8. BIN 4 820 =R - 10mm PLASTERBOARD. tINING (GENERAL)
O-N 8 mech vent Tt a <= - 6mm VILLABOARD LINING (WET AREAS]
3 ® © Li ll g S| ol oe REFER TO ENGINEERS DETAILS FOR
ENTRY PORCH wo = 2)
9 . CH2700mm arom Finsnii| | =) 3) 3 ARTICULATION JOINTS IF REQUIRED
oe} jos a ‘ eA STORAGE 8206. | * LEGEND
S| oe a \ at S : ot 7
3 8 8 eh =f S- eer a } s- gf |84— fF 8
= g 6 5 : lato f----4 § S = C1 DENOTES- 112x112 TIMBER POST
= : =
I * 4 — L ond © DENOTES - PHOTOELECTRIC SMOKE ALARM TO
me a r | SS BCA VOL 23.7.2 & AS 3786
°
°. 2 / [me | © DENOTES- GAS BOTTLE/HWS LOCATION AS PER
8 qQ 7
x ly Tol | | Caw] AS 5601
DINING 7 °
gg BED4 Taminate > 6 GARAGE | Z| 3 8 ae @ deNoTEs- WHIRLY BIRD ON ROOF
tp) N 7 7 (> 3 6 Wen concrete L + ; gz a Bl SS
a - / y - xe 8 x @ beNotes- skYuiGHT
og 8 ait - 2 Pee | “
go 2 M7 IL | es
| | B £ | FLOOR PLAN NOTES:
4 a
| / j | ee TERMITE PROTECTION IS TO BE PROVIDED IN
| / o we : ° ACCORDANCE WITH PART 3.1.3 OF THE BCA VOL
Sr / 3 © | 5x00 Le res ae eral a AND AS 3660.1.
8 3 Ln l Z 30mm sad rebate | _, lehe) | Feves I =
8 rs =" <— ; 8 PROVIDE A STATEMENT OF PROTECTION METHOD
2438SGD it O18 Taw] 2418SGD ic FROM A TERMITE MANAGEMENT
sa K ———- Op __seivery) ©© dp = PROFESSIONAL IN CONJUNCTION WITH THESE
8 —- strengthen fascia for future patio/carport 8 DRAWINGS AT THE TIME OF SUBMISSION FOR
70 70 70 220 BUILDING APPLICATION APPROVAL.
3300 1070 | 6380 2240 || 2100 |) 1610 TOILET DOORS TO BE PROVIDED WITH LIFT-OFF
i 11 HINGES
2130 1100 7450
220 70 INSECT SCREENS TO WINDOWS AND DOORS ARE
3300 ea70 HO m0 en AS PER BUILDERS SPECIFICATIONS UNO
| CONSTRUCTION IS NOTTO COMMENCE PRIOR TO
450] 17350 | 450 FULL APPROVAL BEING GRANTED IN WRITING BY
THE CERTIFIER AND LOCAL AUTHORITY
MECHANICAL VENTILATION TO BE IN
ACCORD. WITH THE BCA PART 3.8.5 & AS 1668.2
LOWER FLOOR PLAN GAS BOTTLE LOCATION AS PER AS5601
tenn 20mm STONE BENCHTOPS THROUGHOUT
THESE DRAWINGS AND DESIGN ARE RUE JONE JB] RO| COMMENTS
PROJECT JOB SPECIFICATION BY BUILDER TAKES | DATE
COPYRIGHT AND WILL NOT BE USED
OR REPRODUCED BY ANY MEANS, 17/10/2018) AK | RW [PRELIMINARY PLANS PROPOSED RESIDENCE PRECEDENCE OVER THESE PLANS LOWER FLOOR PLAN
—_—_ WHOLLY OR PARTLY WITHOUT PRIOR A | 22/10/2018} AK | RW | RELOCATED, WIDTH REDUCED, EAVES ADDED Cl
ole en HOMES WRITTEN PERMISSION FROM - © [esnocval ar | su [GREENACRE CUSTOM A SALES CHRIS McNEIL Lee sree DRAWINGS
Sunshine Coast North Sees Se eee SCALE |SHEETSIZE| CLASS | WIND | ISSUE
DO NOT SCALE FROM THIS DRAWING} 0 |isnijzoie| ax | Rw [DRAFT CoNsTRUCTION DRAWINGS CLIENT OCATION a3 ; f -
2/171 Noosa Eumundi Rd PH: 07 54702324 VERIFY ALL DIMENSIONS PRIOR TO E | mvavzais| ax | aw |anenoeD CONSTRUCTION DRANINGS ERHARTER, Robert LOT 6 ON RP82318 INDICATED a
loosaville , Qld. COMMENCEMENT OF ANY SITE WORKS
AND REFER ANY DISCREPANCIES TO 10 OPAL LANE GJGSeHT 90173 mace 3
7 BESPOKE BUILDING DESIGN COOROY, QLD

 

 

 

 

 

 

 

 

 

 

Page 4

 

"LINEA' WEATHERBOARD.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

COLORBOND ROOF SHEETING
FIXED TO MANUF. SPECS.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

    

 
  

 
     

   

 
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

‘BO a"
CLADDING {or similar) i= ay COLORBOND FASCIAS AND
GUTTERS
GFCL Ea
2700
GFWH_ fa ——————————— —
2400 =
B POWDERCOATED ALUM
— WINDOWS AND DOOR FRAMES
2.4x4.8 PANEL-LIFT-DOOR a SELECTED FACE AND SILL
4 BRICKS
=
GFFL_ _ zs 112x112 TIMBER POST ON GAL. STIRRUPS
0 IR ROR ROR TRO
ELEVATION 1 SELECTED TIMBER FRONT
1 —— ENTRANCE DOOR
1 co
& WHIRLY BIRD
GFCL
2700
<a =
2400
GFL = . <=
0 TIDVASSY SSO IN
GFCL
2700
GFWH 7
2400
7 mt
0

SIOSSE

~ ELEVATION 3

BIS

DIP

a

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

  

 

NOTES:

GANGNAIL TRUSSES TIED DOWN, BRACED,
FABRICATED AND INSTALLED TO TRUSS
MANUFACTURERS SPECIFICATIONS.

FACE AND SILL BRICKS IN ACCORDANCE
WITHAS1225 AND SAA. MASONRY CODE AS3700.

 

 

 

 

 

 

 

 

 

 

1: 100
WHIRLY BIRD

GFCL

2700

GFWH

2400

E a Z
GF FL =
0 SSNS SOS SSIS SISSON SSDS SS SYS YSIS
ON 4
THESE DRAWINGS AND DESIGN ARE [ssUe JOATEJoRwnj caro] COMMENTS PROJECT JOB SPECIFICATION BY BULDER Taxes | OATE
OR REPRODUCED BY ANY MEANS, —_) URRY AK Rei reelIaRY PLANS PROPOSED RESIDENCE PRECEDENCE OVER THESE PLANS ELEVATIONS
—— WHOLLY OR PARTLY WITHOUT PRIOR A |zanoreors] AK | Rw | RELOCATED, WIDTH REDUCED, EAVES ADDED lent
HOMES WRITTEN PERMISSION FROM - + fsaurog ac haw RES CUSTOM SALES CHRIS McNEIL PROJECT STATUS
J. . er. laa GJ GARDNER HOMES c ae _ RW ee ees CS
Sunshine Coast North DO_NOT SCALE FROM THIS DRAWING} 0 fiamizoial ax | ew [ozart covstaucion orawns CUENT UDEATION SCALE a To. WIND ~
7 174 ea _— Rd PH: 07 54 702324 VERIFY ALL DIMENSIONS PRIOR 10 € |y7oianie| ax | Rw [AMENDED CONSTRUCTION DRAWINGS ERHARTER, Robert LOT 6 ON RP82318 INDICATED} a
loosaville , Qld. COMMENCEMENT OF ANY SITE WORKS

AND REFER ANY DISCREPANCIES TO 10 OPAL LANE ese] 0173 PAGE 4
BESPOKE BUILDING DESIGN COOROY, QLD

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 5

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOTES:
TERMITE PROTECTION IS TO BE PROVIDED IN

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

I 17350 (EXTENTS) ACCORDANCE WITH PART 3.1.3 OF THE BCA VOL 2
2° °o
| ¥ 8 PROVIDE A STATEMENT OF PROTECTION METHOD
a _ 2b 2b 8 FROM A TERMITE MANAGEMENT PROFESSIONAL IN
CONJUNCTION WITH THESE DRAWINGS AT THE TIME
15740 920 |,490|, OF SUBMISSION FOR BUILDING APPLICATION
ar q APPROVAL
4565 | 1550 10545 ALL WET AREAS TO BE CONSTRUCTED TO COMPLY
SAMS WITH THE BCA VOL 2 PART 3.8.1
REBATE 70 t €
BUILDER TO ENSURE THAT FALLS, WATER STOP
4190 / 1950 950 |) 1900 f 1500 __|, | 6030 84) ANGLES, BOND BREAKERS & HOBS ARE IN
ACCORDANCE WITH AS 3740
g 8 § 2 3 38 REFER TO ENGINEERS DETAILS FOR HOLD DOWN &
bi: | | + f = BRACING PLANS, ALL STEEL/TIMBER SIZING & FIXING
4 ‘t | DETAILS, SLAB & FOOTING DETAILS AND LINTEL
SIZING & FIXING
: 1 = = Sor eano WASTEPIPE SETOUT DIMENSIONS ARE APPROXIMATE,
3 we BATH @ | BETWEEN DWELLING & EXTERNAL SLABS. BEE MENU ACTURER DETAIS:
Fe) oN ' DOOR REBATES SETOUT DIMENSIONS ARE SUBJECT
gj ue ' 9 TO DOOR MANUFACTURER DETAILS
‘ ~~
2 ‘
3 es 2227 - 5 3 VANITY FLOOR WASTES ARE IN WALL FRAMES
"| § ye] : (VANITIES ARE WALL HUNG)
—— a | :
“ | 2 VANITIES ~ a _ AN ~ : PUDDLE FLANGES TO BE INSTALLED CORRECTLY TO
HY HSER | st 3240 g : SHOWERS (ALLOW NATURAL FALL]
_ NI aN oye]
R ath
— . —j
3910 | a} =ag2l0 LEGEND:
50mm SHOWER REBATE
900x150 i Oe g FW DENOTES- FLOOR WASTE
Z| — 50mm SHOWER REBATE Step] [L> | "| LT DENOTES- LAUNDRY TUB
Z| 5260 900x900 5260 WC DENOTES- WATER CLOSET
aos a VB DENOTES- VANITY BASIN
és EEX 1610 a SHWR DENOTES - SHOWER
= yp a KS DENOTES- KITCHEN SINK
8 Sy DW DENOTES- DISH WASHER
BK
<=
a
i
w
S/8
los
PAD LEVEL 107.600m io
FFL 107.900m 5
: |
KS | —}\—
Ss 3 | 2
11401 |EDGE OF FRAME (150mm REBATE) = 11400
EDGE OF BRICKWORK
3795 | 3850 | 3640 | 1a50 | 4215
30mm SGD REBATE 1 30mm SGD
REBATE L L
§ 38
5h 3 8
1:100
SLAB & FOOTINGS TO ENGINEERS DETAILS
i 1
COPYRIGHT AND WEL NOT BE USED sod MM ie ae a PROJECT JOB SPECIFICATION BY BUILDER TAKES | DATE
®) Ge REPRODUCED BY ANY MEANS, voor] aK | ew |pREMMARY PLANS PROPOSED RESIDENCE PRECEDENCE OVER THESE PLANS SLAB SETOUT PLAN
_—_—— R A | 22/10/2018) AK | RW | RELOCATED, WIDTH REDUCED, EAVES ADDED
G J Gardner. HOMES ween PERMISSION FROM me 8 i AK | RW | GENERAL AMENDMENTS: CUSTOM Cun SALES CHEISMeNER PROJECT STATUS
Ss “Je h . Cc t N rth GJ GARDNER HOMES C | 12/11/2018) AK | RW | GENERAL AMENDMENTS A SCALE eos
unsnine Coas O DO_NOT SCALE FROM THIS DRAWING] 0 [isrivame) ax | ew JoRArt Consreucron peawwncs CLIENT LOCATION NCATE AS i :
2/171 Noosa Eumundi Rd PH: 07 54 702324 VERIFY ALL DIMENSIONS PRIOR TO & |a7o1/ani9] ax | RW |AMBIDED CONSTRUCTION DRAWINGS ERHARTER, Robert LOT 6 ON RP82318
Noosaville , Qld. COMMENCEMENT OF ANY SITE WORKS 10 OPAL LANE DRAWING FILENUMBER | PAGE
AND REFER ANY DISCREPANCIES TO
BESPOKE BUILDING DESIGN COOROY, QLD GJGSCN190173 5

 

 

 

 

 

 

 

 

 

 

 

 

Page 6

 

 

The LYSAGHT® Spacer Insert has the following overflow capacity based on testing:

* Overflow capacity of 1.25L/s/m length of gutter when Sping Clip
installed as follows; i | Batb-6
- The gutter is set at the highest practical level, be —

ie. barb 6 of the Spring Clip “K
- The gutter slope of 1:500 or greater. Gutter- Quad 115 Hi-Front
- Amaximum LYSAGHT® Spacer Insert spacing of 1200mm
- The LYSAGHT® Spacer Insert is positioned next to the
Over-strap A ie
- The Over-strap is positioned next to the Spring Clip woman: a
as detailed in the brochure titled LYSAGHT NOVALINE®
Fascia System.

GUTTER DETAIL

 

 

 

 

 

 

 

 

 

 

 

ROOFWATER DRAINAGE GENERAL NOTES:

ALL ROOFWATER DRAINAGE SYSTEMS MUST BE
CONNECTED TO A STORMWATER DRAINAGE
SYSTEM COMPLYING WITH BCA PART 3.1.2,
DRAINAGE OR AS/NZS3500.

THE ROOF DRAINAGE SYSTEM MUST BE PROVIDED
WITH AN OVERFLOW TO PREVENT THE BACKFLOW
OF WATER INTO THE BUILDING.

THE AREA SPECIFIC RAINFALL INTENSITY MUST BE
SELECTED FROM BCA TABLE 3.5.2.1 OR FROM
AS/NZS3500.

GUTTERS AND DOWNPIPES MUST BE SELECTED
FROM BCA TABLE 3.5.2.2 OR FROM AS/NZS3500,

EAVES GUTTERS MUST BE INSTALLED AT A FALL NOT
LESS THAN 7 IN 500 WITH SUPPORT BRACKETS AT
1.2m MAXIMUM CENTRES.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NTS
d BOX GUTTERS MUST BE INSTALLED AT A FALL NOT
ap dp LESS THAN 1 IN 100, IN ACCORDANCE WITH
5 7 AS/NZS3500.3.
dpH \ / THE WIDTH OF VALLEY GUTTERS SHALL BE IN
J ACCORDANCE WITH AS/NZS3500.3 AND BCA PART
pf 3.5.2.
fo
2 REFER TO ROOF SHEETING MANUFACTURERS
. Sf ate SPECIFICATIONS FOR LIMITATIONS ON SHEET
\ . Area S a OVERHANGS INTO VALLEY GUTTERS,
= /
\ Area 7 7 hs THE MAXIMUM ROOF CATCHMENT AREA FOR
Yo
\ 35 m2 40 m? Area VALLEY GUTTERS IS 20m2,
| 30 m2 VALLEY GUTTERS ON ROOFS PITCHED LESS THAN
12.5° MUST BE DESIGNED AS BOX GUTTERS.
| ra DOWNPIPES MUST SERVE NOT MORE THAN 12
: METRES OF GUTTER LENGTH FOR EACH DOWNPIPE
24 WHICH MUST BE LOCATED AS CLOSE AS POSSIBLE
—=—— {6 Se GAMES Sool j TO VALLEY GUTTERS.
4 °
& EAVES GUTTERS MUST BE PROVIDED WITH AN
Area We enon iia BS OVERFLOW SYSTEM WHERE DOWNPIPES ARE
2 m LOCATED MORE THAN 1.2 METRES FROM A
38m VALLEY GUTTER.
TABLE 3.5.2.1 RAINFALL DURATION INTENSITY
5 MINUTE DURATION RAINFALL INTENSITY
| | NOOSA HEADS - 20YEARS — 258mm/h
/ = 100YEARS 331mm/h
Jf 7 TABLE 3.5.2.2 GUTTER & DOWNPIPE SELECTION
Area “ Area S
/ S FROM TABLE A & B
2 2
/ 40m 40m 40sqm- A - MEDIUM RECTANGULAR GUTIER or
4 D - 125mm D GUTTER
J
| fo FROM TABLE C
dpe}
ra 90mm DIAMETER DOWNPIPE
cS o.
dp dp TABLE 3.5.2.3 OVERFLOW VOLUME
FROM TABLE A
350mm/h —12,0m GUTTER [email protected] (L/s/m) = 14,4L/s
FROM TABLE B
350mm/h - 40sqm = 3.9(L/s}
ROOF CATCHMENT PLAN USE CONTROLLED BACK GAP (SEE DETAIL)
= 1.25 L/s/m x 12,0m = 15.0L/s
1: 100
THESE DRAWINGS AND DESIGN ARE Issue [DATE JORWNICHKO/ COMMENTS a
S COPTRICAT AND WILL NOT BE USED PROJECT JOB SPECIFICATION BY BUILDER TAKES | DATE
~ OR REPRODUCED BY ANY MEANS, VTNOP2018] AK | RW |PREUINARY PLANS PROPOSED RESIDENCE PRECEDENCE OVER THESE PLANS ROOF CATCHMENT PLAN
—_ EE WHOLLY OR PARTLY WITHOUT PRIOR A. | 22/10/2018) AK | RW | RELOCATED, WIDTH REDUCED, EAVES ADDED CUENT —
HOMES WRITTEN PERMISSION FROM - = CUSTOM SALES CHRIS McNEIL PROJECT STATUS
ole en & |25/10/2018| AK | RW. GENERAL AMENDMENTS
GJ GARDNER HOMES CONSTRUCTION DRAWINGS
Sunshine Coast North CPT AE BIGNESS — SCALE |SHEETSIZE] CLASS | WIND | ISSUE
DO_NOT SCALE FROM THIS DRAWING} 0 [israel ax | rw [oRart CONSTRUCTION oRAWINGS CUENT LOCATION
om ieee Rd PH: 07 54 702324 VERIFY ALL DIMENSIONS PRIOR TO & | 17/01/2019] AK | RW |AMBNDED CONSTRUCTION DRAHINGS ERHARTER, Robert LOT 6 ON RP82318 INDICATED, A3 la E
oosaville , . NCEMI F ANY SI . ~
AND REFER ANY DISCREPANCIES TO a 10 OPAL LANE Tn ENEMER 1 EAGE
BESPOKE BUILDING DESIGN COOROY, QLD GJGSCN190173 6

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 7

 

 

GANGNAIL TRUSSES TIED DOWN TO TRUSS MANUF,

ENGINEERS DETAILS

GFCL

2700
LINTELS TO ENGINEERS’ orWH
DETAILS 2a00 Re
POWDERCOATED ALUM.

WINDOW & DOOR FRAMES
BRICK LINTELS TO AS4773.1 & 2

 

 

 

  
   

 

 

 

COLORBOND ROOF SHEETING FIXED TO
MANUF, SPECS.

~~ COLORBOND FASCIA & GUTTERS

—— F.C EXT. CEILINGS & SOFFITS
Jt MASONRY TIES TO AS4773.1 & 2

f*— CYCLONE RODS AS PER ENG. SPECS.

 

 

 

 

 

 

 

GFFL | Nl 100mm CONC. SLAB ;
0 NS S VARS WINS SOY

SELECTED INSULATION IN ACCORD. WITH ENERGY

EFFICIENCY REPORT (WALLS, ROOF &/or CEILING)

TIMBER FRAMES TO ENG. DETAILS —
SELECTED FACE & SILL BRICKS, ———____}

Ww
4A
GFCL
2700
GF WH =
2400

SSSAES SAAN

___1Omrn PLASTERBOARD CEILING & WALLLINING

 

 

 

   

 

 

 

 

 

 

 

+

 

 

 

BED 2 FAMILY ENTRY PORCH
GF FL_ 100mm CONC. SLAB et
0 SII ES IIIS II ID, -
DY VIRION RURTUNRORCRROROOORORO PRO RRR y 2
ISISISIISSIISARAAINISIAANAISNAARANSNRAIININN NANA RRNNRRE RN,

 

 

SLAB & FOOTINGS TO ENGINEERS DETAILS

NOTES:

TERMITE PROTECTION IS TO BE PROVIDED IN
ACCORDANCE WITH PART 3.1.3 OF THE BCA VOL 2
AND AS 3660.1.

PROVIDE A STATEMENT OF PROTECTION METHOD
FROM A TERMITE MANAGEMENT PROFESSIONAL IN
CONJUNCTION WITH THESE DRAWINGS AT THE TIME
OF SUBMISSION FOR BUILDING APPLICATION
APPROVAL

ALL WET AREAS TO BE CONSTRUCTED TO COMPLY
WITH THE BCA VOL 2 PART 3.8.1

BUILDER TO ENSURE THAT FALLS, WATER STOP
ANGLES, BOND BREAKERS & HOBS ARE IN
ACCORDANCE WITH AS 3740

REFER TO ENGINEERS DETAILS FOR HOLD DOWN &
BRACING PLANS, ALL STEEL/TIMBER SIZING & FIXING
DETAILS, SLAB & FOOTING DETAILS AND LINTEL
SIZING & FIXING

WASTEPIPE SETOUT DIMENSIONS ARE APPROXIMATE.
SEE MANUFACTURER DETAILS.

DOOR REBATES SETOUT DIMENSIONS ARE SUBJECT
TO DOOR MANUFACTURER DETAILS

VANITY FLOOR WASTES ARE IN WALL FRAMES
(VANITIES ARE WALL HUNG]

PUDDLE FLANGES TO BE INSTALLED CORRECTLY TO
SHOWERS (ALLOW NATURAL FALL)

F.C EXT. CEILINGS & SOFFITS

112x112 TIMBER.
POSTS ON GAL. STIRRUPS

35 R.CONC. FOOTINGS TO
SSE ENGINEERS’ SPECS.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

THESE DRAWINGS AND DESIGN ARE ISSUE JOATE JR] CHRO] COMMENTS
PROJECT JOB SPECIFICATION BY BUILDER TAKES | DATE
H OR REPRODUCED BY ANY MEANS, [17/0/2018] AK | RW | PRELMANARY PLANS PROPOSED RESIDENCE PRECEDENCE OVER THESE PLANS SECTIONS/QDC NOTES
—__—_ » WHOLLY OR PARTLY WITHOUT PRIOR  |zanoranie| AK | RW |RELOCATED, WIDTH REDUCED, EAVES ADDED GLENT OES
GJ. Gardner. HOMES" WRITTEN PERMISSION FROM - 8 | 2s/ia/20v6| AK | RW {GENERAL AMENOMENIS lho pac Seer ROWEC EOMSTRUSTION DRAWINGS
S hi Cc t North GJ GARDNER HOMES c [ranioie| aK | Rw |GeiéRAL AMEVOMENTS — pf = = ; —
unsnine Coas oO DO_NOT SCALE FROM THIS DRAWING} 0 |isniaoa| ak | ev |oear constRuCTON DRAWINGS CLIENT LOCATION SCALE won =. wi a
2/171 Noosa Eumundi Rd PH: 07 4 702324 VERIFY ALL DIMENSIONS PRIOR TO E |)7/01/2019] aK | RW [AMBIDED CONSTRUCTION DRAWINGS ERHARTER, Robert LOT 6 ON RP82318 INDICATE! a
Noosaville , Qld. COMMENCEMENT OF ANY SITE WORKS 10 OPAL LANE DRAWING FILE NUMBER | PAGE
AND REFER ANY DISCREPANCIES TO GJGSCN190173 7
BESPOKE BUILDING DESIGN COOROY, QLD

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 8

 

SELECTED INSULATION IN ACCORD.

 

WITH ENERGY EFFICIENCY REPORT
(WALLS, ROOF &/or CEILING)

ROOF BATTENS SIZED, SPACED &

 

FIXED TO ENG. DETAILS.

GANGNAIL TRUSSES TIED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DOWN TO TRUSS MANUF. WBI WB2
ENGINEERS DETAILS PLY BRACE PANEL (900mm MIN METAL STRAPS (1800-2700m\
fe dentlef ) APS ANIOS, m
COLORBOND ROOF SHEETING FIXED <—— PITCH INDICATED ON ELEVATIONS
TO MANUF. SPECS. . 7OPPLATE
- nt un a ee eit
t_ ILING BATTENS @ 450 TRS, ; a &§
COLORBOND FASCIA & ce mam CTRS. ‘| II if
GUTTER ho TOP PLATES TO ENG. DETAILS My I] iH
LINTELS TO ENG. DETAILS | I i!
F.C SOFFITING. ~~ TIMBER FRAMES TO ENG. DETAILS | II i!
"| {| i I
| I || l.
J | I i!
g f I!
2 | |
POWDERCOATED ALUM. WINDOW & DOOR FRAMES = | | iW
a
2 -NoGeins — — —
6 SS ——— i -—=
a | II Wl
Py A ie
3 } I] Wl
10mm PLASTERBOARD CEILING 5 | I all 2
BRICK SILL bee & WALL LINING. Zz 5 S
— | II Qi 2
CI | II ai) °
r— | 4s CYCLONE RODS AS PER ENG. SPECS. ; ! wa
SELECTED FACE & SILL BRICKS, — II all
[_] BOTTOM PLATES TO ENG. DETAILS ‘| II =I!
= i \| ll!
SISILATION TO BUILDER'S SPECS. [ 100mm CONC. SLAB 3 i| Qi)
= SLAB FABRIC TO ENG. SPECS, — HS lI Si $
Lil : I in i Sa BOTTOM PLATE §
t i : 1 Re oe A ee el !
D.P.C. & WEEP HOLES (900 CENTRES} Cie = = = + T FLOOR {
1:20 FOR FIRST 1000 (50mm FALL) Se] os FORMED VOIDS WB1 NOTES: WB2 NOTES:
me A 13kN CAPACITY CONNECTION EACH END 1, TENSIONED GAL METAL STRAP [0.8mm MIN THICK, 15.2mm2 SECTIONAL AREA)
& INTERMEDIATELY @1200 CTRS - FIXED TO STUDS WITH 1, 30x2.8@ GAL FLATHEAD NAIL &
1. M12 BOLT or - FIXED TO PLATESS WITH 3, 30x2.8@ GAL FLATHEAD NAILS (or equiv)
2. M12 THREADED ROD BETWEEN TOP AND BOTTOM PLATE 2. FIX BOTTOM PLATE TO FLOOR FRAME OR SLAB WITH NOMINAL FIXING ONLY
3. PLYWOOD TO BE NAILED WITH [email protected] GAL FLATHEAD NAILS" (AS PER AS 1684.2 TABLE 9.4)
WAFELE POD FOOTINGS (150mm CTRS ON STUDS AND 50mm CIRS ON 1/8 PLATES}
(DEPTH TO ENG. SPECS}
TYPICAL SECTION - WAFFLE SLAB
1:25
THESE DRAWINGS AND DESIGN ARE ISSUE |DATE [DRWNICHED| COMMENTS
PROJECT JOB SPECIFICATION BY BUILDER TAKES | DATE
>} ORIREPRODUCEDRYARTT RE NE * [7/r072018) AK | RW | PRELIMINARY PLANS PROPOSED RESIDENCE PRECEDENCE OVER THESE PLANS TYPICAL SECTION & DETAILS
GJ Ga IK Inet. “HOMES. WRITTEN PERMISSION FROM. : a ~ ~ ao CUSTOM Sten SALES CHRIS McNEIL PROJECT STATUS
oye + ———— GJ GARDNER HOMES Sn CONSTRUCTION DRAWINGS
Sunshine Coast North C | 12/11/2018) AK | RW | GENERAL AMENDMENTS — oe SCALE SHEET siZEl CLASS WIND ISSUE
DO _NOT SCALE FROM THIS DRAWING} 0 Jianistois! ax | ew [ora ConsTeUCTON Deawnics CUENT LOCATION
2/174 Noosa Eumundi Rd PH: 07 64 702324 VERIFY ALL DIMENSIONS PRIOR TO | 7/1019] aK | RW |ANEIDED CONSTRUCTION DRAWINGS ERHARTER, Robert LOT 6 ON RP82318 INDICATED, AS | la E |
loosaville , . COMMENCEMENT OF ANY SITE WORKS
AND REFER ANY DISCREPANCIES TO 10 OPAL LANE TOIGSCNT Cane PAGE 8
BESPOKE BUILDING DESIGN COOROY, QLD 90173

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 9

 

1/75mm x 3.75 GROOVED NAIL DESIGN
STRENGTH 0.85Kn, REQ. STRENGTH 0.75Kn

RAFTER/TRUSS
t

A A TOP PLATE A A AM

LINTEL
WINDOW/DOOR OPENING

 

 

 

 

 

 

NOGGIN TO STUD FIXING BY 2/75 x
T 3.05mm NAILS SKEWED OR NAILED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BOTTOM PLATE A
T Floor T

TIE DOWN NOTES:
]

- 30x0.8 LOOPED STRAP EACH RAFTER/TRUSS WITH 4, 2.8@ NAILS EACH END
DESIGN STRENGTH - 13kN, REQUIRED STRENGTH 8.9kN
(2 LOOPED STRENGTH TO GIRDER TRUSS AND TRUNCATED GIRDER TRUSS)

 

 

2, 30x0.8 LOOPED STRAP @900CTRS (MAX) FROM LINTEL WITH 4 NAILS EACH END
DESIGN STRENGTH - 12kN, REQUIRED STRENGTH 6.2kN

3. M12 ANCHOR RODS @1800CTRS (MAX) WITHIN 100mm OF CORNERS AND
OPENINGS
DESIGN STRENGTH - 20KN, REQUIRED STRENGTH 12.0kN

4, UNDER WINDOW, NOMINAL FIXINGS 1/75mm MASONRY NAIL, SCREW OR BOLT @
1200CTRS {MAX)

5. ROOF LOAD WIDTH AND UPLIFT LOAD WIDTH ARE DESCRIBED IN CLAUSE 2.6.4 &
9.6.2 OF AS 1684.2

6. LINTELS SUPPORTING GIRDER AND TRUNCATED TRUSSES TO BE SIZED BY BUILDER

TYPICAL TIE DOWN DETAILS

 

}}— PLATE TO STUD FIXING (PLATE TO 38mm) BY 2/75x3.05mm NAILS
THROUGH PLATE (PLATE 38 TO 50mm) BY 2/90x3.05mm NAILS THROUGH
PLATEOR 2/75x3.05mm NAILS SKEWED THROUGH STUD INTO PLATE

90x35 F8 (1 BOLT) OR -
120x35 F8 (2 BOLTS)
AS PER TABLE

 
   
 
  

6/2.8 NAILS EACH FACE

PROVIDE CLEARANCE

BRACING WALL

 

 

 

SHEAR STRENGTH:

M10 BOLT [M12 BOLT __]2/M10 BOLTS ]2/M12 BOLTS.
[74 }2.6kN 3.1kN 5.1KN 6.1kN
Up4]4.3kN S.1KN B.4kN 9.8kN

 

 

 

 

 

 

RAFTERS, CEILING JOISTS OR
TRUSSES TO BRACING WALL

BOLTS or NAILS AS PER TABLE
BELOW. BLOCKING TO BE
EACH SIDE OF RAFTER/TRUSS

BOT

BLO

LARGE ENOUGH
TO AVOID
SPLITTING

SHEAR STRENGTH:

  
 
 
 
  
  
   

TOM CHORD

CKING PIECES

INTERNAL -

TRUSS
BRACING WALL

 

4/3.33 NAILS [M12 BOLT

 

fa

2.8kN 3.1KN

 

 

pa

S.1KN

 

 

4.0kN

 

RAFTERS, CEILING JOISTS OR

TRU

SSES TO BRACING WALL

WHERE ROOF IS TRUSSED

 

BRACING WALL

EXTERNAL WALL

-—— FRAMING ANCHORS (LEGS NOT BENT)

TRUSS, RAFTER OR
CEILING JOIST

SHEAR STRENGTH:
J
Lp4}4.9kN

 
 

RAFTERS, CEILING JOISTS OR
TRUSSES TO BRACING WALL

    
 

 

TOP PLATE

SHEAR STRENGTH:

 

RAFTERS, CEILING JOISTS OR
TRUSSES TO BRACING WALL

2/30x0.8mm G.I. STRAPS
WITH 4/2.8 NAILS EACH

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1:25
THESE DRAWINGS AND DESIGN ARE ISSUE | DATE [ORWH|CHED| COMMENTS DATE
PROJECT JOB SPECIFICATION BY BUILDER TAKES
Dk REEROBUCER AIRE ARO + [izmovzoie] aK | ew |Peenmaer Plans PROPOSED RESIDENCE PRECEDENCE OVER THESE PLANS TYPICAL TIEDOWN DETAILS
———— WHOLLY OR PARTLY WITHOUT PRIOR A | 22/10/2018) AK | RW | RELOCATED, WIDTH REDUCED, EAVES ADDED CLIENT SALES CHRIS MeNEIL PROJECT STATUS
GJ. Gardner, tones WaT reese 63a) ax | [GEL NOMEN CUSTOM fo . CONSTRUCTION DRAWINGS
. C | L2/ 1/2018) AK | RW | GENERAL AMENDMENTS
HEET ss | WIND | ISSUE
Sunshine Coast North DO_NOT SCALE FROM THIS DRAWING] p fisyiii20ie) ax | aw [oRart ConstaUCTON pRAWWGs CLIENT Lo€ATION ne | ca 7
2/171 Noosa Eumundi Rd PH: 07 54 702324 VERIFY ALL DIMENSIONS PRIOR TO & | 17/01/2019] AK | RW | AMENDED CONSIRUCTION DRAWINGS ERHARTER, Robert LOT 6 ON RP82318
Noosaville , Qld. COMMENCEMENT OF ANY SITE WORKS 10 OPAL LANE DRAWING FILE NUMBER | PAGE
AND REFER ANY DISCREPANCIES TO
BESPOKE BUILDING DESIGN COOROY, QLD GJGSCN190173 9

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 10

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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NOTE: ALL DIMENSIONS, FITTINGS & FIXTURES SHOWN ARE
THESE CABINET PLANS ARE CONCEPTUAL. NOMINAL, INDICATE ONL
FINAL PLANS TO BE COMPLETED BY CABINET MAKER EXACT MODEL & INSTALLATION INSTRUCTIONS
THESE DRAWINGS AND DESIGN ARE ISSUE | DATE |DRVIN|CHED| COMMENTS
PROJECT JOB SPECIFICATION BY BUILDER TAKES | DATE
OR REPRODUCED BY ANY MEANS, ~_[INOPzONG] AK | Re PRELIMINARY PLANS PROPOSED RESIDENCE PRECEDENCE OVER THESE PLANS CABINETRY/WET AREA SCHEMATICS
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Noosaville, (Cds COMMENCEMENT OF ANY Si WORKS 10 OPAL LANE DRAWING FILE NUMBER | PAGE
A ANY DISCREPANCIES TO
BESPOKE BUILDING DESIGN COOROY, QLD GJGSCN190173 10

 

 

Page 11

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

70 70 70 70 70 70 70 70 70 200 19070 220 70 70
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NOTE: VIEW 14 ALL DIMENSIONS, FITTINGS & FIXTURES SHOWN ARE
=a NOMINAL, (INDICATIVE ONLY)
THESE CABINET PLANS ARE CONCEPTUAL. REFER TO BUILDERS SPECIFICATIONS FOR
FINAL PLANS TO BE COMPLETED BY CABINET MAKER PXACT MODEL & RSTALATON NSTRUCTONS
THESE DRAWINGS AND DESIGN ARE ISSUE |DATE DRWN} CHKD| COMMENTS:
PROJECT JOB SPECIFICATION BY BUILDER TAKES | PATE
Dy GrREPRODUCED BY ANY Means [2 [Pore ac |  [emumanr aang PROPOSED RESIDENCE PRECEDENCE OVER THESE PLANS CABINETRY /WET AREA SCHEMATICS
—_—_ WHOLLY OR PARTLY WITHOUT PRIOR A | 22/10/2018} AK | RW |RELOCATED, WIDTH REDUCED, EAVES ADDED
GJ. Gardner -HOMES_ WRITTEN PERMISSION FROM - 8 [asjoranta| AK | RW |GENERAL AMENDMENTS CUSTOM CENT DL BATES: [CHRISIMcNEIL nd SONG CTION DRAWINGS
S hi C t N rth GJ GARDNER HOMES C | 12/11/2018) AK | RW | GENERAL AMENDMENTS —<
unsnine Coast No DO_NOT SCALE FROM THIS DRAWING} 0 [ranivzoie| ar | Rw [oraF CoNsTRUCTON DRaWnNGs CUENT LocafON SCALE _|[HESTSIEE:, CLASS || WIND | ISSUE
2/171 Noosa Eumundi Rd PH: 07 54 702324 VERIFY ALL DIMENSIONS PRIOR TO € | 7ovto19| ak | Rw [AMENDED CONSTRUCTION DRAWINGS ERHARTER, Robert LOT 6 ON RP82318 INDICATED) AS la E
Noosaville , Qld. COMMENCEMENT OF ANY SITE WORKS 10 OPAL LANE DRAWING FILE NUMBER | PAGE
BESPOKE BURDING DESIGN COOROY, QLD GJGSCN190173 uN

 

 

 

 

Page 12

 

WORK HEALTH

1. FALLS, SLIPS, TRIPS

a) WORKING AT HEIGHTS

DURING CONSTRUCTION

WHEREVER POSSIBLE, COMPONENTS FOR THIS BUILDING
SHOULD BE PREFABRICATED OFF-SITE OR ATGROUND
LEVEL TO MINIMISE THE RISK OF WORKERS FALLING
MORE THAN TWO METRES. HOWEVER, CONSTRUCTION
OF THIS BUILDING WILL REQUIRE WORKERS TO BE
WORKING AT HEIGHTS WHERE A FALL IN EXCESS OF TWO
METRES IS POSSIBLE AND INJURY IS LIKELY TO RESULT
FROM SUCH A FALL. THE BUILDER SHOULD PROVIDE A
SUITABLE BARRIER WHEREVER A PERSON IS REQUIRED TO
WORK IN A SITUATION WHERE FALLING MORE THAN TWO.
METRES IS A POSSIBILITY.

DURING OPERATION OR MAINTENANCE

CLEANING AND MAINTENANCE OF WINDOWS, WALLS,
ROOF OR OTHER COMPONENTS OF THIS BUILDING WILL
REQUIRE PERSONS TO BE SITUATED WHERE A FALL FROM
A HEIGHT IN EXCESS OF TWO METRES IS POSSIBLE. WHERE
THIS TYPE OF ACTIVITY tS REQUIRED, SCAFFOLDING,
LADDERS OR TRESTLES SHOULD BE USED IN
ACCORDANCE WITH RELEVANT CODES OF PRACTICE,
REGULATIONS OR LEGISLATION.

b) SLIPPERY OR UNEVEN SURFACES

FLOOR FINISHES

THE OWNER IS RESPONSIBLE FOR THE SELECTION OF
SURFACE FINISHES IN THE PEDESTRIAN TRAFFICABLE
AREAS OF THIS BUILDING. SURFACES SHOULD BE
SELECTED IN ACCORDANCE WITH AS HB 197:1999 AND
AS/NZ 4586:2004,

STEPS, LOOSE OBJECTS AND UNEVEN

SURFACES

CONTRACTORS SHOULD BE REQUIRED TO MAINTAIN A
TIDY WORK SITE DURING CONSTRUCTION,
MAINTENANCE OR DEMOLITION TO REDUCE THE RISK OF
TRIPS AND FALLS IN THE WORKPLACE. MATERIALS FOR
CONSTRUCTION OR MAINTENANCE SHOULD BE STORED
IN DESIGNATED AREAS AWAY FROM ACCESS WAYS AND
WORK AREAS.

2. FALLING OBJECTS

LOOSE MATERIALS OR SMALL OBJECTS

CONSTRUCTION, MAINTENANCE OR DEMOLITION WORK
ON OR AROUND THIS BUILDING IS LIKELY TO INVOLVE
PERSONS WORKING ABOVE GROUND LEVEL OR ABOVE
FLOOR LEVELS, WHERE THIS OCCURS ONE OR MORE OF
THE FOLLOWING MEASURES SHOULD BE TAKEN TO.
AVOID OBJECTS FALLING FROM THE AREA WHERE THE
WORK IS BEING CARRIED OUT ONTO

AND SAFETY REPORT NOTES (MANAGING RISKS IN CONSTRUCTION}

2. FALLING OBJECTS (cont.)

PERSONS BELOW.

|, PREVENT OR RESTRICT ACCESS TO AREAS BELOW
WHERE THE WORK IS BEING CARRIED OUT.

2, PROVIDE TOE BOARDS TO SCAFFOLDING OR WORK
PLATFORMS.

3. PROVIDE PROTECTIVE STRUCTURE BELOW THE WORK
AREA,

4, ENSURE THAT ALL PERSONS BELOW THE WORK AREA
HAVE PERSONAL PROTECTIVE EQUIPMENT.

BUILDING COMPONENTS

DURING CONSTRUCTION, RENOVATION OR DEMOLITION
OF THIS BUILDING, PARTS OF THE STRUCTURE INCLUDING
FABRICATED STEELWORK, HEAVY PANELS AND MANY
OTHER COMPONENTS WILL REMAIN STANDING PRIOR TO
OR AFTER SUPPORTING PARTS ARE IN PLACE.
CONTRACTORS SHOULD ENSURE THAT TEMPORARY
BRACING OR OTHER REQUIRED SUPPORT IS IN PLACE AT
ALL TIMES WHEN COLLAPSE WHICH MAY INJURE
PERSONS IN THE AREA tS A POSSIBILITY.

MECHANICAL LIFTING OF MATERIALS AND.
COMPONENTS DURING CONSTRUCTION, MAINTENANCE
OR DEMOLITION PRESENTS A RISK OF FALLING OBJECTS.
CONTRACTORS SHOULD ENSURE THAT APPROPRIATE
LIFTING DEVICES ARE USED, THAT LOADS ARE PROPERLY
SECURED AND THAT ACCESS TO AREAS BELOW THE LOAD
tS PREVENTED OR RESTRICTED.

3. TRAFFIC MANAGMENT

BUSY CONSTRUCTION AND DEMOLITION SITES PRESENT A
RISK OF COLLISION WHERE DELIVERIES AND OTHER
TRAFFIC ARE MOVING WITHIN THE SITE. A TRAFFIC
MANAGEMENT PLAN SUPERVISED BY TRAINED TRAFFIC
MANAGEMENT PERSONNEL SHOULD BE ADOPTED FOR
THE WORK SITE.

4. SERVICES

RUPTURE OF SERVICES DURING EXCAVATION OR OTHER
ACTIVITY CREATES A VARIETY OF RISKS INCLUDING
RELEASE OF HAZARDOUS MATERIAL. EXISTING SERVICES
ARE LOCATED ON OR AROUND THIS SITE. WHERE
KNOWN, THESE ARE IDENTIFIED ON THE PLANS BUT THE
EXACT LOCATION AND EXTENT OF SERVICES MAY VARY
FROM THAT INDICATED. SERVICES

4, SERVICES (cont.)

SHOULD BE LOCATED USING AN APPROPRIATE SERVICE
(SUCH AS DIAL BEFORE YOU DIG), APPROPRIATE
EXCAVATION PRACTICE SHOULD BE USED AND, WHERE
NECESSARY, SPECIALIST CONTRACTORS SHOULD BE
USED.

OVERHEAD POWER LINES ARE NEAR OR ON THIS SITE.
THESE POSE A RISK OF ELECTROCUTION IF STRUCK OR
APPROACHED BY LIFTING DEVICES OR OTHER PLANT
AND PERSONS WORKING ABOVE GROUND LEVEL.
WHERE THERE IS A DANGER OF THIS OCCURRING,
POWER LINES SHOULD BE, WHERE PRACTICAL,
DISCONNECTED OR RELOCATED. WHERE THIS IS NOT
PRACTICAL ADEQUATE WARNING IN THE FORM OF
BRIGHT COLOURED TAPE OR SIGNAGE SHOULD BE USED
OR A PROTECTIVE BARRIER PROVIDED.

5. MANUAL TASKS

COMPONENTS WITHIN THIS DESIGN WITH A MASS IN
EXCESS OF 25KG SHOULD BE LIFTED BY TWO OR MORE
WORKERS OR BY MECHANICAL LIFTING DEVICE. WHERE
THIS IS NOT PRACTICAL, SUPPLIERS OR FABRICATORS
SHOULD BE REQUIRED TO LIMIT THE COMPONENT MASS.

ALL MATERIAL PACKAGING, BUILDING AND
MAINTENANCE COMPONENTS SHOULD CLEARLY SHOW
THE TOTAL MASS OF PACKAGES AND WHERE PRACTICAL
ALL ITEMS SHOULD 8E STORED ON SITE IN A WAY WHICH
MINIMISES BENDING BEFORE LIFTING.ADVICE SHOULD
BE PROVIDED ON SAFE LIFTING METHODS IN ALL AREAS
WHERE LIFTING MAY OCCUR. CONSTRUCTION,
MAINTENANCE AND DEMOLITION OF THIS BUILDING WILL
REQUIRE THE USE OF PORTABLE TOOLS AND EQUIPMENT.
THESE SHOULD BE FULLY MAINTAINED IN ACCORDANCE
WITH MANUFACTURER'S SPECIFICATIONS AND NOT USED
WHERE FAULTY OR (IN THE CASE OF ELECTRICAL
EQUIPMENT} NOT CARRYING A CURRENT ELECTRICAL
SAFETY TAG. ALL SAFETY GUARDS OR DEVICES SHOULD
BE REGULARLY CHECKED AND PERSONAL PROTECTIVE
EQUIPMENT SHOULD BE USED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATION.

6. HAZARDOUS SUBSTANCES

POWDERED MATERIALS

MANY MATERIALS USED IN THE CONSTRUCTION OF THIS
BUILDING CAN CAUSE HARM IF INHALED IN POWDERED.
FORM. PERSONS WORKING ON OR IN THE BUILDING
DURING CONSTRUCTION, OPERATIONAL MAINTENANCE
OR DEMOLITION SHOULD ENSURE GOOD VENTILATION
AND WEAR PERSONAL PROTECTIVE EQUIPMENT
INCLUDING PROTECTION

6. HAZ, SUBSTANCES (cont.)

AGAINST INHALATION WHILE USING POWDERED
MATERIAL OR WHEN SANDING, DRILLING, CUTTING OR
OTHERWISE DISTURBING OR CREATING POWDERED
MATERIAL.

TREATED TIMBER

THE DESIGN OF THIS BUILDING INCLUDES PROVISION
FOR THE INCLUSION OF TREATED TIMBER WITHIN THE
STRUCTURE. DUST OR FUMES FROM THIS MATERIAL CAN
BE HARMFUL, PERSONS WORKING ON OR IN THE
BUILDING DURING CONSTRUCTION, OPERATIONAL
MAINTENANCE OR DEMOLITION SHOULD ENSURE GOOD
VENTILATION AND WEAR PERSONAL PROTECTIVE
EQUIPMENT INCLUDING PROTECTION AGAINST
INHALATION OF HARMFUL MATERIAL WHEN SANDING,
DRILLING, CUTTING OR USING TREATED TIMBER IN ANY
WAY THAT MAY CAUSE HARMFUL MATERIAL TO BE
RELEASED. DO NOT BURN TREATED TIMBER,

VOLATILE ORGANIC COMPOUNDS

MANY TYPES OF GLUE, SOLVENTS, SPRAY PACKS, PAINTS,
VARNISHES AND SOME CLEANING MATERIALS AND
DISINFECTANTS HAVE DANGEROUS EMISSIONS. AREAS
WHERE THESE ARE USED SHOULD BE KEPT WELL
VENTILATED WHILE THE MATERIAL IS BEING USED AND
FOR A PERIOD AFTER INSTALLATION, PERSONAL
PROTECTIVE EQUIPMENT MAY ALSO BE REQUIRED. THE
MANUFACTURER'S RECOMMENDATIONS FOR USE MUST
BE CAREFULLY CONSIDERED AT ALL TIMES.

SYNTHETIC MINERAL FIBRE

FIBREGLASS, ROCKWOOL, CERAMIC AND OTHER
MATERIAL USED FOR THERMAL OR SOUND INSULATION
MAY CONTAIN SYNTHETIC MINERAL FIBRE WHICH MAY BE
HARMFUL IF INHALED OR IF IT COMES IN CONTACT WITH
THE SKIN, EYES OR OTHER SENSITIVE PARTS OR THE BODY.
PERSONAL PROTECTIVE EQUIPMENT INCLUDING
PROTECTION AGAINST INHALATION OF HARMFUL
MATERIAL SHOULD BE USED WHEN INSTALLING,
REMOVING OR WORKING NEAR BULK INSULATION
MATERIAL,

TIMBER FLOORS

THIS BUILDING MAY CONTAIN TIMBER FLOORS WHICH
HAVE AN APPLIED FINISH. AREAS WHERE FINISHES ARE
APPLIED SHOULD BE KEPT WELL VENTILATED DURING
SANDING AND APPLICATION AND FOR A PERIOD AFTER
INSTALLATION, PERSONAL PROTECTIVE EQUIPMENT MAY
ALSO BE REQUIRED. THE MANUFACTURER'S
RECOMMENDATIONS FOR USE MUST BE CAREFULLY
CONSIDERED AT ALL TIMES.

7. CONFINED SPACES (cont.)

EXCAVATION AND INSTALLATION OF ITEMS WITHIN
EXCAVATIONS. WHERE PRACTICAL, INSTALLATION
SHOULD BE CARRIED OUT USING METHODS WHICH DO
NOT REQUIRE WORKERS TO ENTER THE EXCAVATION,
WHERE THIS IS NOT PRACTICAL, ADEQUATE SUPPORT FOR
THE EXCAVATED AREA SHOULD BE PROVIDED TO
PREVENT COLLAPSE. WARNING SIGNS AND BARRIERS TO
PREVENT ACCIDENTAL OR UNAUTHORISED ACCESS TO
ALL EXCAVATIONS SHOULD BE PROVIDED.

8. PUBLIC ACCESS

PUBLIC ACCESS TO CONSTRUCTION AND DEMOLITION
SITES AND TO AREAS UNDER MAINTENANCE CAUSES RISK
TO WORKERS AND PUBLIC. WARNING SIGNS AND
SECURE BARRIERS TO UNAUTHORISED ACCESS SHOULD
BE PROVIDED, WHERE ELECTRICAL INSTALLATIONS,
EXCAVATIONS, PLANT OR LOOSE MATERIALS ARE
PRESENT THEY SHOULD BE SECURED WHEN NOT FULLY
SUPERVISED.

9. OPERATIONAL USE OF BUILDING

THIS BUILDING HAS BEEN DESIGNED AS A RESIDENTIAL
BUILDING. IF IT, AT A LATER DATE, 1S USED OR INTENDED.
TO BE USED AS A WORKPLACE, THE PROVISIONS OF THE
WORK HEALTH AND SAFETY ACT 2011 OR SUBSEQUENT
REPLACEMENT ACT SHOULD BE APPLIED TO THE NEW
USE.

10. OTHER HIGH RISK ACTIVITY

ALL ELECTRICAL WORK SHOULD BE CARRIED OUTIN
ACCORDANCE WITH CODE OF PRACTICE: MANAGING
ELECTRICAL RISKS AT THE WORKPLACE, AS/NZ 3012 AND
ALL LICENSING REQUIREMENTS.

ALL WORK USING PLANT SHOULD BE CARRIED OUT IN
ACCORDANCE WITH CODE OF PRACTICE: MANAGING
RISKS OF PLANT AT THE WORKPLACE.

ALL WORK SHOULD BE CARRIED OUT IN ACCORDANCE
WITH CODE OF PRACTICE: MANAGING NOISE AND.
PREVENTING HEARING LOSS AT WORK.

DUE TO THE HISTORY OF SERIOUS INCIDENTS IT IS
RECOMMENDED THAT PARTICULAR CARE BE EXERCISED
WHEN UNDERTAKING WORK INVOLVING STEEL
CONSTRUCTION AND CONCRETE PLACEMENT. ALL THE
ABOVE APPLIES.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

THESE DRAWINGS AND DESIGN ARE ISSUE JDaTe —[ORW/CHKO] COMMENTS
. ___| PROJECT JOB SPECIFICATION BY BUILDER TAKES | DATE
©) GRREPRODUCED BY ANY MEANS [2 [2nomme| ac | ew [prawavare Pans PROPOSED RESIDENCE PRECEDENCE OVER THESE PLANS WH&S NOTES
el WHOLLY PARTLY WITHOUT PRIOR A | 22/10/2018) AK | RW | RELOCATED, WIDTH REDUCED, EAVES ADDED. 7 ——
GJ. Gardner. _HOMES WY D waien PERMISSION FROM. 8 |asmioroa| aK | RW | GENERAL AMENOMENIS hd CHENT SALES CHRIS MeNEIL PROIFCTSIAIUS
: GJ GARDNER HOMES = hamutac tan camaro sj WY, CONSTRUCTION DRAWINGS
Sunshine Coast North | p90 Not scate FROM THIS DRAWING| © fare] nf DEAF CONSLCTON Da CLIENT LOCATION wr Ge | |
2/171 Noosa Eumundi Rd PH: 07 54 702324 VERIFY ALL DIMENSIONS PRIOR TO & [17/01/2019| aK | RW [AMENDED CONSTRUCTION DRAWINGS ERHARTER, Robert LOT 6 ON RP82318 INDICATE
Noosaville , Qld. COMMENCEMENT OF ANY SITE WORKS ] 10 OPAL LANE DRAWING FILE NUMBER | PAGE
AND REFER ANY DISCREPANCIES TO —— GJGSCN190173 12
BESPOKE BUILDING DESIGN COOROY, QLD

 

 

 

 

 

 

 

 

 

Page 13

 

NOTES:

80 PERCENT ENERGY EFFICIENT GLOBES TO
ALL FIXED INTERNAL LIGHTING.

MINIMUM 4 STAR 'MEPS' RATED AIR
CONDITIONERS WHERE FITTED,

SYMBOLS ARE INDICATIVE ONLY. EXACT
MODEL TO BUILDER'S SPECS.

MECHANICAL VENTILATION TO BE IN
ACCORD. WITH THE BCA PART 3.8.5 & AS

1668.2
LEGEND:

DW DISHWASHER
PH PHONE

TV TELEVISION
FR FRIDGE

RH = RANGEHOOD

EX EXTERNAL

A/C AIR CONDITIONER
HW HOTWATER

MH MANHOLE

  

1:100

 

ELECTRICAL PLAN

 

 

 

 

 

 

 

 

 

 

 

 

ELECTRICAL LEGEND:

 

SYMBOL

DESCRIPTION

 

SWITCHBOARD/METER BOX

 

DISTRIBUTION BOARD

 

SINGLE POWER POINT - 300 above FFL

 

DOUBLE POWER POINT - 300 above FFL

 

SINGLE POWER POINT - 1200 above FFL (UNO)

 

DOUBLE POWER POINT - 1200 above FFL UNO}

 

WEATHERPROOF POWER POINT

 

FLUORESCENT CEILING BATTEN

 

LED LIGHT FITTING (ROUND)

 

LED LIGHT FITTING (SQUARE)

 

FEATURE PENDANT

 

WALL MOUNTED LIGHT FITTING.

 

eto | eo BD

RECESSED DOWN LIGHT

 

 

LIGHT FITTING - FEATURE RAIL

 

LUGHT SWITCH - 1000 above FFL (UNO)

 

LIGHT SWITCH WITH DIMMER CONTROL

 

2-WAY LIGHT SWITCH

 

BA

ISOLATION SW. FOR HARD WIRED FIXTURE

 

+S
=x

TELEPHONE POINT

 

TELEVISION POINT

 

5 {4

| =

¢

CEILING FAN - @1200mm - MINIMUM

 

\

7

,

x

CEILING FAN - 21200mm - MINIMUM
WITH FLUORESCENT LIGHT

 

SMOKE ALARM - HARD WIRED

 

AIR CONDITIONER UNIT

 

HOT WATER UNIT (storage)

 

HOT WATER UNIT (gas)

 

|
izi@Re
|

WIRING

 

FAN, LIGHT COMBINATION

 

 

FAN, HEAT, LIGHT COMBINATION

 

LIGHT SENSOR

 

 

ITEM

 

N
XN

DOWNLIGHTS - INTERNAL - LED.

 

DOWNLIGHTS - EXTERNAL - LED

 

FLOURO BATTENS - INTERNAL

 

FLOURO BATTENS - EXTERNAL

 

LED LIGHT FITTING - SQUARE/ROUND

 

elolol—|ny

FEATURE PENDANTS

 

FAN LIGHTS

 

FAN HEAT LIGHTS

 

WALL LIGHTS - INTERNAL

 

WALL LIGHTS - EXTERNAL

 

SENSORS

 

POWER POINTS - SINGLE - INTERNAL.

 

rey

POWER POINTS - DOUBLE - INTERNAL

 

POWER POINTS - SINGLE - EXTERNAL

 

POWER POINTS - DOUBLE - EXTERNAL

 

SMOKE ALARMS

 

TELEPHONE POINTS

 

TELEVISION POINTS

 

CEILING FANS

 

CEILING FANS WITH LIGHT

 

 

Glolalr|/—-|elalo}—|ulololo|—jo

 

 

DOWN LIGHT - H20 PROOF

 

 

 

GJ. Gardner. Hones

Sunshine Coast North

2/171 Noosa Eumundi Rd PH: 07 54 702324
Noosaville , Qld.

THESE DRAWINGS AND DESIGN ARE
COPYRIGHT AND WILL NOT BE USED
"OR REPRODUCED BY ANY MEANS,
~ WHOLLY OR PARTLY WITHOUT PRIOR
WRITTEN PERMISSION FROM -
GJ GARDNER HOMES

DATE

RW)

ICHED|

COMMENTS

 

17/10/2018

AK

RW

PRELIMINARY PLANS

 

DNB

AK

RW

RELOCATED, WIDTH REDUCED, EAVES ADDED

 

25/10/2018

AK

RW

GENERAL AMENDMENTS

 

 

 

DO_NOT SCALE FROM THIS DRAWING

VERIFY ALL DIMENSIONS PRIOR TO
COMMENCEMENT OF ANY SITE WORKS
AND REFER ANY DISCREPANCIES TO
BESPOKE BUILDING DESIGN

12/11/2018}

AK

RW

GENERAL AMENDMENTS

PROJECT

PROPOSED RESIDENCE
CUSTOM

JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS

 

DATE

ELECTRICAL PLAN

 

 

Ye

SALES CHRIS McNEIL

PROJECT STATUS
CONSTRUCTION DRAWINGS

 

 

13/11/2018)

AK

RW

DRAFT CONSTRUCTION DRAWINGS

 

1/0219)

AK

RW

AMENDED CONSTRUCTION DRAWINGS

 

 

 

 

 

 

 

 

CLIENT
ERHARTER, Robert

 

LOCATION

LOT 6 ON RP82318
10 OPAL LANE
COOROY, QLD

SCALE HEET SIZE] CLASS WIND ISSUE
INDICATED, AS la E

 

 

 

 

 

 

DRAWING FILE NUMBER PAGE
GJGSCN190173 Supp-1

 

 

 

Page 14

 

 

( ) LAUNDRY

 

[ ) ENSUITE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

THESE DRAWINGS AND DESIGN ARE TSS0E [ONE Jom] cra COMmens DATE
PROJECT JOB SPECIFICATION BY BUILDER TAKES
SR RERODUCEDIETANT MEINE * | 7viomo18| ak | Rw |peeunniner PLANS PROPOSED RESIDENCE PRECEDENCE OVER THESE PLANS INTERNAL PERSPECTIVES
—__ WHOLLY OR PARTLY WITHOUT PRIOR A |zano/a0i8] Ax | Rw |RELOCATED, WIDIH REDUCED, EAVES ADDED CLIENT SAIES CAPSTMENEN PROJECT STATUS
GJ. Gardner. HOMES. GIGARBHER ence 8 [2snov2oi8| AK | Rw | GENERAL AMENDMENIS custom ° CONSTRUCTION DRAWINGS
:  [yayris2016] AK | RW [GENERAL AMENDMENTS +—
SCALE HEET SIZE) CLASS WIND. ISSUE
Sunshine Coast North DO _NOT SCALE FROM THIS DRAWING] 0 [isriavie| ak | Rw [RAFT ConstRUCTION prawns CLIENT LOCATION woeeteel A3 la E
2/171 Noosa Eumundi Rd PH: 07 54 702324 VERIFY ALL DIMENSIONS PRIOR TO & [17/01/2019] AK | RW [AJABIDED CONSTRUCTION DRAWINGS ERHARTER, Robert LOT 6 ON RP82318
Noosaville , Qld. COMMENCEMENT OF ANY SITE WORKS 10 OPAL LANE DRAWING FILENUMBER | PAGE 2
AND REFER ANY DISCREPANCIES TO “i
BESPOKE BUILDING DESIGN COOROY, QLD GJGSCN190173 Supp

 

 

Page 15

 

 

 

 

 

 

 

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THESE DRAWINGS AND DESIGN ARE ISSUE JOaTe —_[owivn| CHRD] COMERS PROJECT JOB SPECIFICATION BY BUILDER Taxes | DATE
, COPYRIGHT AND WILL NOT BE USED
r OR REPRODUCED BY ANY MEANS, : wpioyani8| AK | RW ee — PROPOSED RESIDENCE PRECEDENCE OVER THESE PLANS LOCALITY PLAN
—_—_—_— WHOLLY OR PARTLY WITHOUT PRIOR rh 22/10/2018} AK | RW “ATED, WIDT ), EAVES ADDED. CLIENT SALES CHRIS McNEIL PROJECT STATUS
GJ. Gardner. -HOMES | WRITTEN PERMISSION FROM - 8 [2svi0ya018] aK | RW | GENERAL AMENONENAIS CUSTOM iE ° CONSTRUCTION DRAWINGS
S$ i Cc h —— ao ee A SCALE HEET SIZE] CLASS | WIND | ISSUE
unshine Coast Nort DO_NOT SCALE FROM THIS DRAWING] 0 [isiiavie| ax | Rw [DRAFT CONSTRUCTION DRAWINGS CLIENT LGEATION INDIGATE, 3 Ta E
21171 Noosa Eumundi Rd PH: 07 54 702324 VERIFY ALL DIMENSIONS PRIOR TO E | 17/01/2019] AK | RW [AMENDED CONSTRUCTION DRAWNGS ERHARTER, Robert LOT 6 ON RP82318
Noosaville , Qld. COMMENCEMENT OF ANY SITE WORKS 10 OPAL LANE DRAWING FILENUMBER | PAGE
AND REFER ANY DISCREPANCIES TO .
BESPOKE BUILDING DESIGN COOROY, QLD GJGSCN190173 Supp 3