GENERAL NOTES LEGEND DRAWING LIST · retaining walls and are connected to the stormwater system via...

G.J. GARDNER ARARAT DRAWING NO: ISSUE:

DRAWING TITLE:

JOB NO:PROJECT LOCATION:

© COPYRIGHT-EXCLUSIVE TO G.J GARDNER HOMES

ISSUE AMENDMENT DATEA.B.N: 96 486 946 536 V.B.A License: DP-AD-44789M: 0412 832 646 P: (07) 5665 9230E: [email protected]: www.tonyjames.com.au

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CLIENT:

SIGNATURES

OWNER DATE

OWNER DATE

BUILDER DATE

Jacorey Pty Ltd T/A GJ Gardner Ararat92 Barkly St, Ararat Vic 3377P: (03) 5352 3298F: (03) 5352 5657W: www.gjgardner.com.au

DRAWING LISTDRAWING No. DRAWING TITLE DATE DRAWN REVISION

ALL STORMWATER AND DRAINAGE TO BE IN COMPLIANCE WITH NCC AS WELL AS/NZ8 3600-2009

ENSURE 90mm DIAMETER AGRICULTURAL DRAINS ARE PROVIDED TO THE BASE OF ALL CUTS AND RETAINING WALLS AND ARE CONNECTED TO THE STORMWATER SYSTEM VIA SILT PIT/S TO THE RBS REQUIREMENTS.THE EXTERNAL FINISHED SURFACE SURROUNDING THE BUILDING MUST BE DRAINED TO MOVE SURFACE WATER AWAY FROM THE BUILDING AND GRADE TO PROVIDE A SLOPE NOT LESS THAN 50mm OVER THE FIRST 1000mm FROM THE BUILDING.

A MINIMUM HEIGHT OF 150mm SHALL BE MAINTAINED BETWEEN THE TOP OF THE OVERFLOW GULLY RISER & THE LOWEST FIXTURE CONNECTED TO THE DRAIN. THE OVERFLOW GULLY RISER SHALL BE LOCATED AT 75mm ABOVE SURROUNDING GROUND LEVEL OR SHALL BE FINISHED ATA HEIGHT TO PREVENT THE INGRESS OF WATER WHEN LOCATED IN A PATH OR PAVED AREA.

CONNECT DOWNPIPES TO LEGAL POINT OF DISCHARGE VIA 100mm DIAMETER UPVC STORMWATER PIPE LAID WITH A MINIMUM FALL OF 1:100, DISCHARGE TO THE SATISFACTION OF THE RELEVANT AUTHORITY.

ALL STORMWATER DRAINAGE BELOW GROUND SHALL BE SEWER GRADE WITH NO JOINTS UNDER SLAB INSTALLED TO AS3500:3,2003.

ALL POOL FENCING SHALL BE MINIMUM 1200mm HIGH AND IN ACCORDANCEWITH AS 1926.1-2012

GENERAL NOTES

WIND SPEED AS NOMINATED ON BRACING PLAN.

PROVIDE LIFT OF HINGES TO W.C. OR OPEN OUT DOOR OR MIN.1200MM CLEARANCE FROM DOOR TO PAN.

EXHAUST FANS FROM SANITARY COMPARTMENTS TO BE DUCTED TO THE OUTSIDE AREA AIR OR TO A VENTED ROOF SPACE AND AS PER AS 1668.2.

THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR REGULATIONS STATUTORYREQUIREMENTS, BUILDING PRACTICE OR CONTRACTUAL OBLIGATIONS.

ALL CONSTRUCTION MATERIALS SUPPLIED MUST TAKE INTO ACCOUNT PROXIMITY TO COSTAL OR INDUSTRIAL ENVIRONMENTS, IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.

THE CONSTRUCTION OF DECK/S MORE THAN 1000mm ABOVE GROUND ARE TO BE SECURELYFIXED TO THE EXISTING BUILDING BY THE MEANS OF A POLE PLATE OF EQUAL OR GREATER STRENGTH AS THE BEAM/S IN THE DECK CONSTRUCTION. THE POLE PLATE IS TO BE FIXED TOTHE EXISTING BUILDING BY THE USE OF 2/M12 BOLTS TO & BOTTOM @ 450 CENTERS. IF A SECURE FIXING CAN NOT BE MADE BY WAYS OF A POLE PLATE THAN IT IS THE RESPONSIBILITY OF THE BUILDER TO CONTACT TONY JAMES DESIGN FOR ADDITIONAL DESIGN INFORMATION

DP DOWNPIPEFP FIRE PLACEFW FLOOR WASTEHWS HOT WATER SYSTEMAC AIR CONDITIONINGPS PLUMBING STACK/DUCTSP STEEL POSTTBC TO BE CONFIRMEDRL RELATIVE LEVELAHD AUSTRALIAN HEIGHT DATUMCSD CAVITY SLIDING DOOROHC OVER HEAD CUPBOARDFG FIXED GLASSFSR FLOOR SPACE RATIOLB LOAD BEARINGS

SITE NOTES

LEGENDDO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY.

THE OWNER/BUILDER SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS,SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING WORKS OR ORDERINGMATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKSCONFORM TO THE NCC OF AUSTRALIA 2017, CURRENT AUSTRALIANSTANDARDS,BUILDING REGULATIONS AND TOWN PLANNING REQUIREMENTS,REPORT ANY DISCREPANCIES TO THIS OFFICE.

ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE NCCAND THE AUSTRALIAN STANDARDS.

AS1288-2006 GLASS IN BUILDINGS – SELECTION AND INSTALLATIONAS2047-2014 WINDOWS & EXTERNAL GLAZED DOORS IN BUILDINGSAS1562-1992 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDINGAS1684-2010 NATIONAL TIMBER FRAMING CODEAS2049-2002 ROOF TILESAS2050-2002 INSTALLATION OF ROOF TILESAS2870-2011 RESIDENTIAL SLAB AND FOOTINGS – CONSTRUCTIONAS/NZ2904-1995 DAMP-PROOF COURSES AND FLASHINGSAS3600-2009 CONCRETE STRUCTURESAS3660 – 2014 BARRIERS FOR SUBTERRANEAN TERMITESAS3700-2011 MASONRY IN BUILDINGSAS3740-2010 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGSAS3786-2014 SMOKE ALARMS TO BE HARWIRED & INTERLINKEDAS4055-2012 WIND LOADING FOR HOUSINGAS4100-1998 STEEL STRUCTURES

THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL AND CIVILENGINEERING COMPACTIONS AND DRAWINGS.

ALL BUILDINGS SHALL BE PROTECTED AGAINST TERMITE ATTACK IN ACCORDANCE WITH AS3660.1.AND A DURABLE NOTICE SHALL BE PLACED IN THE METER BOXINDICATING TYPE OF BARRIER AND REQUIRED PERIODICAL INSPECTIONS.

SAFETY GLAZING TO BE USED IN THE FOLLOWING CASES--ALL ROOMS-WITHIN 500mm VERTICAL OF THE FLOOR-BATHROOMS-WITHIN 1500mm VERTICAL OF THE BATH BASE-FULLY GLAZED DOORS-SHOWER SCREENS-WITHIN 300mm OF A DOOR AND <1200mm ABOVE FLOOR LEVEL-WINDOW SIZES ARE NOMINAL ONLY ACTUAL SIZES WILL VARY-WITH MANUFACTURER FLASHING ALL ROUND.

GUTTERS WILL BE AS PER SPECIFICATION WITH MIN.100 X 50 RECTANGULAR ,DOWNPIPES, BE POSITIONED AS PER AS 3500.3, 2003, SECTION 3.

STORMWATER TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE AS DETERMINED BY THE RELEVANT AUTHORITY.

TILED DECKS OVER LIVABLE AREAS ARE TO BE IN THE FOLLOWING ORDER OVERTHE FLOOR JOISTS; 19mm COMPRESSED FIBRE CEMENT SHEET,

FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES OR EASEMENTS, IT ISRECOMMENDED THAT WHERE BUILDINGS ARE TO BE LOCATED IN CLOSE PROXIMITYOF BOUNDARIES, A CHECK SURVEY BE CONDUCTED BY A LICENSED SURVEYOR.

ALL STEELWORK IN MASONRY TO BE HOT DIP GALVANIZED.

ALL WET AREAS TO COMPLY WITH NCC AND AS 3740 . SPLASH BACKS SHALL BE IMPERVIOUS FOR 150mm ABOVE SINKS, TROUGHS AND HAND BASINS WITHIN 75mm OF THE WALL.

PROVIDE WALL TIES AT 300mm SPACINGS BOTH VERTICAL AND HORIZONTAL ANDWITHIN 300mm OF ARTICULATION JOINTS, BRICK TIES TO BE STAINLESS STEEL.

SUB-FLOOR VENTILATION MINIMUM 750mm.SQ FOR EXTERNAL WALLS AND 1500mm.SQ FOR INTERNAL WALLS BELOW BEARER.

THERMAL INSULATION AS PER ENERGY RATING REPORT.

IMAGES AND PHOTOGRAPHS MAY DEPICT FIXTURES, FINISHES AND FEATURES EITHER NOT SUPPLIED BY G.J. GARDNER HOMES OR NOT INCLUDED IN THE QUOTE AND CONTRACTS, INCLUDING SPECIFICATIONS AND COLOUR SELECTIONS. THESE ITEMS MAY INCLUDE FURNITURE, SWIMMING POOLS, POOL DECKS, FENCES, LANDSCAPING - INCLUDING PATHS, DRIVEWAYS, PLANTS, GARDENS, PLANTER BOXES, RETAINING WALLS, WATER FEATURES, PERGOLAS, SCREENS AND DECORATIVE LANDSCAPING ITEMS SUCH AS FENCING AND OUTDOOR KITCHENS AND BARBEQUES.

NGL NATURAL GROUND LINEUBO UNDER BENCH OVENWO WALL OVENDW DISHWASHERMW MICROWAVEWM WASHING MACHINEWIR WALK-IN ROBESD SLIDING GLASS DOORAAW ALUMINIUM AWNING WINDOWADH ALUMINIUM DOUBLE HUNG WINDOWASW ALUMINIUM SLIDING WINDOWALW ALUMINIUM LOUVRE WINDOWNCC NATIONAL CONSTRUCTION CODE OF AUSTRALIAAS AUSTRALIAN STANDARDS

STAIR REQUIREMENTS: MIN. TREAD 250mm. RISER 115mm. MAX. RISER 190mm,SPACE BETWEEN OPEN TREADS MAX. 125mm. TREADS TO BE NON SLIP SURFACE. BALUSTRADES: MIN. 1000mm ABOVE LANDINGS WITH MAX. OPENING OF 125mm. AND IN ACCORDANCE WITH NCCFOR STAINLESS STEEL BALUSTRADES REFER TO TABLE 3.9.2.1. (WIRE BALUSTRADE CONSTRUCTION – REQUIRED WIRE TENSION AND MAXIMUM PERMISSIBLE DEFLECTION) OF THE NCC.

THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OF EXISTING AND NEW STRUCTURES THROUGH-OUTCONSTRUCTION.

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WD-01TITLE PAGE

7056 DARTMOOR HAMILTONROADHAMILTON VIC 3300

20/04/2018

BARRY HAYSTILLWATER 291 - MODIFIEDBEACH

WD-01 TITLE PAGE 20/04/2018 C

WD-02 BAL REQUIREMENTS 20/04/2018 C

WD-03 SITE PLAN 20/04/2018 C

WD-04 LEVELS PLAN 20/04/2018 C

WD-05 WASTE WATER SITE LAYOUT PLAN 20/04/2018 C

WD-06 GROUND FLOOR PLAN 20/04/2018 C

WD-07 BUILDING ELEVATIONS 20/04/2018 C

WD-08 BUILDING ELEVATIONS 20/04/2018 C

WD-09 ROOF PLAN 20/04/2018 C

WD-10 BUILDING SECTIONS 20/04/2018 C

WD-11 WINDOW & DOOR SETOUT 20/04/2018 C

WD-12 GARAGE ENTRY SETUP 20/04/2018 C

WD-13 FLOOR COVERINGS 20/04/2018 C

WD-15 KITCHEN FLOOR PLANS & ELEVATIONS 20/04/2018 C

WD-16 BATH & ENS FLOOR PLANS & ELEVATIONS 20/04/2018 C

WD-17 ELECTRICAL PLAN 20/04/2018 C

WD-18 LIGHTING PLAN 20/04/2018 C

WD-19 CONCRETE SETOUT PLAN 20/04/2018 C

WD-20 PLUMBING SETOUT PLAN 20/04/2018 C

WD-21 SHOWER & BATH DETAILS 20/04/2018 C

WD-22 BUILDING DETAILS 20/04/2018 C

FRONT IMAGE

1 PRELIMINARY ISSUE 1 11/10/2017


A CONSTRUCTION ISSUE 20/02/2018

B CONSTRUCTION ISSUE 19/04/2018

C CONSTRUCTION ISSUE 20/04/2018


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SIGNATURES

OWNER DATE

OWNER DATE

BUILDER DATE


BAL 12.5 REQUIREMENTS AS PER AS3959-2009

ANY CLADDING LESS THAN 400MM FROM HORIZONTAL SURFACE1. NON-COMBUSTIBLE MATERIAL2. FIBRE-CEMENT SHEET MIN. 6MM THICK3. BUSH-FIRE RESISTANT TIMBER4. TIMBER SPECIES FROM E1

BUILDING ELEMENT5.4 EXTERNAL WALLS

LIGHT WEIGHT CLADDING

BRICK & MASONARY NOT REQUIRED

VENTS & WEEPHOLES SHALL BE SCREENED WITH A CORROSION RESISTANT MESHWITH A MAXIMUM APERTURE OF 2mm

JOINTS ALL JOINTS SHALL BE COVERED, SEALED, OVERLAPPED,BACKED OR BUTT-JOINTED TO PREVENT GAPS GREATER THEN 3mmALTERNATIVELY, SARKING TYPE MATERIAL MAY BE APPLIEDOVER THE THE OUTER FACE OF THE FRAME PRIOR TOTHE FIXING OF THE EXTERNAL CLADDING

5.5 EXTERNAL GLAZING

WINDOWS BEHIND BUSH FIRE SHUTTERS NRBEHIND CORROSION RESISTANT SCREENS WITH A MAXIMUM APERTURE OF 2mm NRLESS THAN 400mm OFF HORIZONTAL SURFACE FRAMES:1. BUSH FIRE RESISTANT TIMBER2. TIMBER SPECIES FROM E23. METAL4. METAL REINFORCED PVC—UGLAZING: 1. 4mm GRADE 'A' SAFETY GLASS WITH OPENABLE SECTION FITTED WITH

CORROSION—RESISTANT SCREENS WITH A MAXIMUM APERTURE OF 2mm1. GREATER THAN 400mm OFF HORIZONTAL SURFACE

OPENABLE SECTION FITTED WITH2. CORROSION—RESISTANT SCREENS WITH A MAXIMUM APERTURE OF 2mm

5.5 EXTERNAL DOORS

SLIDING DOORS BEHIND BUSH FIRE SHUTTERS NRBEHIND SCREENS - NRGLAZED DOOR 4mm GRADE 'A' SAFETY GLASSJOINERY LESS THAN 400mm FROM HORIZONTAL1. BUSHFIRE RESISTANT TIMBER2. TIMBER SPECIES FROM E13. METAL4. METAL REINFORCED PVC-U

HINGED DOORS BEHIND BUSHFIRE SHUTTERS-NRBEHIND SCREENS NR UNGLAZED DOOR 4mm 'A' GRADE SAFETY GLASSJOINERY:1. NON COMBUSTIBLE MATERIAL2. SOLID, MIN. 35mm THICK FOR < 400mm3. HOLLOW CORE WITH A NON COMBUSTIBLE KICKPLATE FOR THE LOWER 400mm

HINGED DOORS (CONT) GLAZED DOOR (GLAZING AS PER WINDOWS)1. JOINERY LESS THAN 400mm FROM HORIZONTAL2. BUSH FIRE RESISTANT TIMBER SPECIES FRM E13. METAL4. METAL REINFORCED PVC-UJOINERY GREATER THAN 400mm FROM HORIZONTAL-NRDOOR JAMBS LESS THAN 400mm FROM HORIZONTAL SURFACE1. BUSH FIRE RESISTANT TIMBER2. TIMBER SPECIES FROM E1 3. METAL4. METAL REINFORCED PVC-UGREATER THAN 400mm FROM HORIZONTAL SURFACE -NR

VEHICLE ACCESS DOORS LOWER PORTION, WITHIN 400mm OF GROUND WHEN DOOR IS CLOSED, IS TO BE MADE FROM1. NON-COMBUSTIBLE MATERIAL2. BUSH FIRE RESISTANT TIMBER3. MIN. 6mm THICK FC SHEETING4. TIMBER SPECIES FROM E1SHALL BE FITTED WITH WEATHER STRIPS, DRAUGHT EXCLUDERS, DRAUGHT SEALS OR GUIDE TRACKS WITH A MAX. 3mm GAPROLLER DOOR GUIDE TRACKS WITH A MAX. 3mm GAP ANDFITTED WITH NYLON BRUSHES IN CONTACT WITH DOORACCESS DOORS SHALL NOT HAVE VENTILATION SLOTS

SHEET ROOF FULLY SARKED (FLAMMABILITY INDEX < 5)FOIL-BACKED INSULATION BLANKET MAY BE INSTALLED OVER BATTENS GAPS GREATER THEN 3mm TO BE SEALED WITH1. MESH WITH A MAX. 2mm APERTURE, MADE OF CORROSION RESISTANT STEEL, BRONZE OR ALUMINIUM2. MINERAL WOOL3. OTHER NON-COMBUSTIBLE MATERIAL

5.6 ROOFS

VERANDAHS CARPORTS & AWNINGS

FORMING PART OF THE MAINROOF SPACE SHALL MEET THE REQUIREMENTS OF THE MAIN ROOF (ABOVE) SEPARATED FROM THE MAIN ROOF SHALL HAVE A NON-COMBUSTIBLE ROOF COVERING

ROOF PENETRATIONS INCLUDING ROOF LIGHTS, ROOF VENTILATORS, ROOF MOUNTEDEVAPORATIVE COOLING UNITS, AERIALS, VENT PIPES AND SUPPORTS FOR SOLAR COLLECTORS, SHALL BE ADEQUATELY SEALED, WITH A NON-COMBUSTIBLEMATERIAL, TO PREVENT GAPS GREATER THAN 3mm

OPENINGS IN ROOF LIGHTS, ROOF VENTILATORS OR VENT PIPES SHALL BE FITTEDWITH EMBER GUARDS MADE FROM A CORROSION—RESISTANT MESH HAVING A MAXIMUM APERTURE OF 2mm

EAVE LININGS NOT REQUIRED

5.8 WATER & GAS PIPER ABOVE GROUND, EXPOSED WATER AND GAS PIPES SHALL BE METAL

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WD-02BAL REQUIREMENTS


20/04/2018



NORTH

TBM NAIL IN FENCE POSTRL 100.00m

1:200

DARTMOOR HAMILTON ROAD


TBM LOCATION:NTS

9 8.8

9 8.8

99.0

9 8.8

99.0

99.2

NOTE:

LOCATION OF TITLE BOUNDARY IS BASED ON ASSUMPTION THAT EXISTING FENCES REPRESENT TRUE BOUNDARY. A RE-ESTABLISHMENT SURVEY MAY BE REQUIRED.

ELECTRICITY BOX

STAKE

STAKE

STAKE

STAKE

NATURE

STRIPEXISTIN

G POLE & WIRE

FENCE

EXIST

ING

POL

E &

WIRE

FE

NCE

EXIST

ING

POL

E &

WIR

E FE

NCE

EXISTING POLE & WIRE FEN

CE

DRIVEWAY

LOT 1EXISTINGHOUSESINGLESTOREY

MORE THAN 9m AWAY

VACANTAS OF 24.10.17

LOT 14

VACANT

AS OF 24.10.17

No 7056

38.46ha

LOT 44EXISTINGHOUSESINGLE

STOREYMORE THAN 9m AWAY

92°00'00"137.90m

03°

00'

00"

166

.78m

78°55'20" 521.80m

738

.00m

06°0

9'20"

241.60m

95°44'20"

155.70m276°09'20"

241.20m275°35'20"

07°4

8'2

0"

411.19

m

GATE

GATE

NORTH


1:200



98.8

98.8

99.0

98.8

99.0

99.2

NOTE:LOCATION OF TITLE BOUNDARY IS BASED ON ASSUMPTION THAT EXISTING FENCES REPRESENT TRUE BOUNDARY. ARE-ESTABLISHMENT SURVEY MAY BE REQUIRED.

ELECTRICITY BOX

STAKE

STAKE

STAKE

STAKE

NATURE

STRIP EXISTING POLE & WIRE FENCE

EX

ISTIN

G P

OLE &

WIR

E F

ENCE

EX

ISTIN

G P

OLE &

WIR

E F

ENCE

EXISTING POLE & WIRE FENCE

DRIVEWAY



No 7056

38.46ha



92°00'00"137.90m

03° 0

0'00"

166.

78m

GATE

GA

TE

79892

150696

38225014.4m X 9m SHED BY OTHERS

2 X 7000 GALLON WATER TANKSPROPOSED LOCATION OF SEPTIC

CLUSTER OF PINE TREES

1200047000

1700

MACHINERY SHED

WOOL ROOM

SHEARING SHED

LEAN TOO

WORKSHOP

REDGUMS

PROPOSED 9 x 14m SHED BY OWNERS

REDGUMS

79892

150696


2 X 7000 GALLON WATER TANKS

PROPOSED LOCATION OF SEPTIC

CLUSTER OF PINE TREES

12000470001700

MACHINERY SHED

WOOL ROOM

SHEARING SHED

LEAN TOO

WORKSHOP

REDGUMS

PROPOSED 9 x 14m SHED BY OWNERS

REDGUMS


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C

As indicated @ A3

WD-03SITE PLAN


20/04/2018


SITE INFORMATIONLOT - 01PLAN - PS SITE AREA - 384441m²SITE COVER - 0.08%






TBM LOCATION:NTS

98.8

98.8

99.0

98.8

99.0

99.2

STAKE

STAKE

STAKE

STAKE

No 7056

38.46ha

98.62

98.65

98.65

98.70

98.79

98.75

98.73

98.7198.92

98.95

98.92

98.87

98.96

98.94

99.05

99.08

99.05

99.22

99.26

99.23

99.08

99.03

GARAGE SLAB: SL 99.250ALFRESCO SLAB: SL99.350PORCH SLAB: SL99.350

PAD LEVEL: RL 99.100SLAB LEVEL: SL 99.400

FILL


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OWNER DATE

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C

1 : 200 @ A3

WD-04LEVELS PLAN


20/04/2018


NOTE:LOCATION OF TITLE BOUNDARIES IS BASEDON THE ASSUMPTION THAT EXISTING PEGS@ FENCES REPRESENT TRUE BOUNDARIES.A RE-ESTABLISHMENT SURVEY MAY BE REQUIRED

SETBACK HAVE BEEN MEASURED BASED ON THE MENTIONED ASSUMPTION

PORCH AND ALFRESCO AREAS ARE REQUIRED TO THEOUTER MOST CORNER 50MM FALL FOR AREAS UNDER 7M2 & 75 MM FALL FOR AREAS GREATER THAN THIS.






1 : 200LEVELS PLAN





TBM LOCATION:NTS

98.8

98.8

99.0

98.8

99.0

99.2

SHED

NOTE:LOCATION OF TITLE BOUNDARY IS BASED ON ASSUMPTION THAT EXISTING FENCES REPRESENT TRUE BOUNDARY. ARE-ESTABLISHMENT SURVEY MAY BE REQUIRED.

ELECTRICITY BOX

STAKE

STAKE

STAKE

STAKE

NATURE

STRIP EXISTING POLE & WIRE FENCE

EXIS

TING P

OLE &

WIR

E FE

NCE

EXIS

TING P

OLE &

WIR

E FE

NCE

EXISTING POLE & WIRE FENCE

DRIVEWAY

No 7056

38.46ha

03°0

0'0

0"

166.7

8m

98.62

98.65

98.65

98.70

98.7398.75

98.79

98.75

98.73

98.71

98.92

98.95

98.92

98.87

98.85

98.96

98.94

99.05

99.08

99.05

99.22

99.26

99.23

99.08

99.03

GATE

GA

TE

GA

TE

79892150696

35109


2 X 7000 GALLON WATER TANKS

STOR

MWAT

ER D

RAIN

WAT

ER TA

NK O

VERF

LOW

3200L SEPTIC TANK

DISTRIBUTION BOX

120m² ETA TRENCH 3 x 17m x 2.4m or 5 x 20m x 1.2m 2 ARCH DRAINS


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OWNER DATE

OWNER DATE

BUILDER DATE


C

1 : 1000 @ A3

WD-05WASTE WATER SITE LAYOUT PLAN


20/04/2018




1 : 1000

WASTE WATER LAYOUT

S1

WD-10

S1

WD-10

DOUBLE GARAGEPLAIN CONCRETE

150mm STEP

KITCHEN

CONCRETE50mm STEP

PORCHENTRY

DINING

CONCRETE

ALFRESCO

MH

FAMILY

4800

WIDE

X 21

25mm

HIG

H RE

MOTE

PANE

L LIFT

DOO

R

50mm STEP

PANTRY

BEDROOM 3

BEDROOM 4

230

710

COAT CUPBOARD

820820

820

720

720

W 3

W 2

W 14

D 1

820

WIR

WIRWIR

W 13

SHR

ENS

MASTER BEDROOM

LINEN - 4 SHELVES

W 12

LINEN

-4 SH

ELVE

S

WM

BR

L'DRY

W 4

720

820

820

720

720

BATH

PL

PLWC

ROBE

820

BEDROOM 2

W 5

DESK

1020

D 5

LOUNGE

W 6

REFOHC

4 SHELVES

1000 2140 1000

D 3

D 4

SHR

230

830

W 1

230

710

3840 4980 6180 4190 2970 6200 370

3840 90 4800 - FAMILY / DINING 90 6180 90 4100 - BED 1 90 2790 - ENS 90 3000 - BED 4 90 1390 90 1390 240

90 3010 90 900 90 1800 90 1910 90 1000 90 3390 - BED 3 90

840 9535 10860 6515

90 4140 - KITCHEN 90 2125 90 4140 - LOUNGE 90 3000 - BED 2 90 1890 90 1710 90 6000 - GARAGE 275

90 1910 90 1000 90 900 90 900 90 1110 9051090

RAKED CEILING

660 90 865 690

1316

0

6260

1710

3220

1670

240

1430

9030

40 - B

ED 3

9018

6090

5780

- GAR

AGE

90

1620

9022

60 - L

'DRY

9019

6090

1370

9051

090

1000

9033

60 - B

ED 4

90

9034

60 - E

NSUIT

E90

1950

- WIR

9013

7090

1600

9026

20 - B

ATH

90

860

9040

40 - B

ED 1

9051

090

1370

9051

090

3710

- BED

290

1068

0

9023

2090

1900

9013

7090

4730

9057

70 - L

OUNG

E900

9010

590

9013

8590

1000

9018

35

NOTE:SQUARE SET CEILING THROUGHTOUT

W 7 HWS

D 6

720

MB

W 9

W 8

GASBOTTLES

FIRE PLACE

D 2

820 820

W 11

W 10

950

1450

OHC

TAP

TAP

2 SHELVES OVER

720

820 PL

OHC

29180

100

OUTDOOR HEATING/COOLING UNIT

DW

820

720

DPDP

DPDP

DP DP DP

DP


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OWNER DATE

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1 : 100 @ A3

WD-06GROUND FLOOR PLAN


20/04/2018


1 : 100

GROUND FLOOR PLAN

FLOOR AREAS

GROUND FLOOR LIVING 206.53 m²

DOUBLE GARAGE 38.31 m²

ALFRESCO 37.32 m²

PORCH 3.80 m²

285.96 m²






NOTED:OWNER TO SUPPLY & BUILDER TO INSTALLALL TAPWARE, SHOWER HEADS. TOWEL RAILS, TOILET ROLL HOLDERS, BATH OUTLET, MIRRORS & BOTH SINKS

PAD LEVEL

GROUND FLOOR

CEILING LEVEL

RAINWATER DISCHARGE TO LEGAL POINT OF CONNECTION

CUSTOM ORB ROOF SHEET OVER TIMBER TRUSSES @ 10° PITCH

2590

300

2100

P/COATED ALUMI.FRAMED WINDOWS & SLIDING DOORS

SOLAR PANELSCUSTOM ORB ROOF SHEET OVER TIMBER TRUSSES @ 10° PITCH

W 93670

W 12W 13 W 14

PAD LEVEL

GROUND FLOOR

CEILING LEVEL

2100

RENDERED BRICK AS PER SCHEDULE




300

2590

LINEA 150mm CLADDING AS PER SCHEDULE

3670 3670

PAD LEVEL

GROUND FLOOR

CEILING LEVEL

2170

300

2590

2100


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OWNER DATE

BUILDER DATE


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1 : 100 @ A3

WD-07BUILDING ELEVATIONS


20/04/2018


1 : 100NORTHERN ELEVATION






1 : 100EASTERN ELEVATION

1 : 100EASTERN ELEVATION - INTERNAL

PAD LEVEL

GROUND FLOOR

CEILING LEVEL

P/COATED ALUMI.FRAMED WINDOWS & SLIDING DOORSRENDERED BRICK AS PER SCHEDULE


300

2590

2100


GARAGE LEVEL

2740


W 4

W 5 W 6W 7

W 8MB

OUTDOOR HEATING/COOLING UNIT

PAD LEVEL

GROUND FLOOR

CEILING LEVEL

2100

LINEA 150mm CLADDING AS PER SCHEDULE




GARAGE LEVEL

27402590

300


RENDERED BRICK AS PER SCHEDULE


W 1W 2

W 3

W 15

PAD LEVEL

GROUND FLOOR

CEILING LEVEL



W 11W 10


2590

300

2100


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1 : 100 @ A3

WD-08BUILDING ELEVATIONS


20/04/2018


1 : 100SOUTHERN ELEVATION






1 : 100

WESTERN ELEVATION1 : 100

WESTERN ELEVATION - INTERNAL

ROOF SCHEDULE:• 188mm/hr (5min DURATION, 100 YEAR RECURRENCE INTERVAL)• MAXIMUM OF 40m² OF ROOF COLLECTION PER DOWNPIPE• 90mm DIA DOWNPIPE, 150mm 'D' GUTTER • GUTTER TO BE 'FRONT FACE WIER' GUTTER AS PER NCC TABLE 3.5.2.4

R01105.48m²

RIDGE TO GUTTER LENGTH 6900mm @ 200 (mm/h) PER 5min = 0.44 OVERFLOW VOLUME (L/s/m)

R0270.86m² R03

110.93m²

DP

DOWN PIPES TO CONNECT TO 90mm UPVC DRAINS& RUN TO THE LEGAL POINT OF DISCHARGE WITH A MIN

1:100 FALL AS DEEMED BY LOCAL AUTHORITY

R0133.28m²

DP DP

DP

DP DP DP

DP DP




70° EAST OF NORTH

WE

N

81° WEST OF NORTHSOLAR ORIENTIONFOR SOLAR SYSTEM


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As indicated @ A3

WD-09ROOF PLAN


20/04/2018


1 : 100

ROOF PLAN

1 : 1

SOLAR PATH




PAD LEVEL

GROUND FLOOR

CEILING LEVEL

2100


CUSTORM ORB ROOF SHEET OVER TIMBER TRUSSES @ 10° PITCH

R4.0 INSULATION BATTS TO CEILING CAVITY

SLOTTED QUAD GUTTER WITH OVERFLOW GUTTER SPACES@ 1200 CENTERS

100 X 50mm C/BOND DOWN PIPE

T2 TREATED 90mm PRE-FAB WALLS TO MANUFACTURES SPEC

R2 WALL INSULATION BATTS SISLALTION WALL WRAP TO EXTERNAL WALL FRAME & SEPERATION WALL NO INSULATION TO GARAGE

METAL CEILING BATTENS @ 450 CENTERS

R3 ANTICON BLANKET

T2 TERMITE TREATED PRE-FAB TIMBER ROOF TRUSSES TO MANUFACTURE SPEC@ 900 CENTERS INSTALED AS PER AS4440-2004

WAFFLE POD SLAB CONSTRUCTION

CONCRETE SLAB & FOOTINGS BY ENGINEER AS PER AS 2870

GARAGE LEVEL

2590


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1 : 75 @ A3

WD-10BUILDING SECTIONS


20/04/2018


WINDOW & GLAZED DOOR SCHEDULEWINDOWS BY: DOWEL WINDOWS & DOORS

ALL WINDOWS & EXTERNAL DOORS SHALL BE WEATHER STRIPPED FOR THEIR ENTIRETY ALL GLAZING TO COMPLY WITH AS 1288 & AS 2047 WINDOWS

WITH THE SAME 'Ü-VALUE & 'SHGC' VALUES AS OUTLINED ON THE ENERGY REPORT SHALL BE USED ONSITE

NOTES:• LINTEL SIZES AS PER TRUSS & WALL FRAME MANUFACTURES SPECIFICATIONS

IN ACCORDANCE WITH AS 1684-2006• LINTELS SUPPORTING CONCENTRATED LOADS SHALL BE DESIGNED IN

ACCORDANCE WITH AS 1684-2004 & CONFIRMED WITH ENGINEERS DESIGN• MULTIPLE MEMBERS SHALL BE VERTICALLY NAIL-LAMINATED• LINTELS IN SKILLION OR GABLE END WALLS, NOT SUPPORTING LOADS

SHALL BE DETERMINED AS PER AS1684-2006• MINIMUM BEARING LENGTH AT SUPPORTS SHALL BE 35mm

DOOR SCHEDULE

DOOR CODE HEIGHT WIDTH TYPE NOTES GLAZING

1 WINWS4VG 2340 1200 SOLID TIMBER EXTERNAL PIVOT DOOR CLEAR

2 HD2109 2100 850 ALUM. FRAME GLASS PANEL DOOR CLEAR

3 DSD2136-4 2100 3670 ALUM. FRAMED BI-PART DOOR CLEAR



6 DSD2115-2 2100 2170 ALUM. FRAMED SLIDING DOOR CLEAR

WINDOW SCHEDULE

WINDOW CODE HEIGHT WIDTH TYPE NOTE GLAZING

1 DA2106FH 2100 610 AWNING DOUBLE

2 2100 610 FIXED GLASS DOUBLE

3 DA2115 2100 1450 AWNING DOUBLE

4 DA0612 600 1210 AWNING A HREADE SAFETY GLASS DOUBLE






10 DA1806F 1800 610 AWNING DOUBLE

11 DA1806F 1800 610 AWNING DOUBLE

12 DS0627 600 2710 AWNING DOUBLE

13 DA1218 1200 1810 AWNING A GRADE SAFETY GLASS DOUBLE








1800

1800

CHAS

E WIND

OW TO

UNDE

R EAV

E

2160

mm W

INDOW

TO TI

MBER

FRAM

E

185 / 270mm REBATE DEPTH

2590

- TO

P PLA

TE HE

IGHT

FINISHED FLOOR LEVEL

2105

mm SL

IDING

DOOR

BRICK

WORK

2135

mm W

INDOW

TO TI

MBER

FRAM

E

185 / 270mm REBATE DEPTH

2590

- TO

P PLA

TE HE

IGHT

FINISHED FLOOR LEVEL


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1 : 20 @ A3

WD-11WINDOW & DOOR SETOUT


20/04/2018


1 : 20

DOWELL WINDOW SETOUT1 : 20

DOWELL DOOR SETOUT

2590mm TOP PLATEAPPROX. 2550mm CEILING

450mm EAVES




425

300mm MIN. HEAD ROOM

10mm PLASTER BOARD

140 X 18mm PRIMED PINE

2740

5mm CANTILEVER TO GARAGE ENTRY TRUSS

360 X 45mm LVL BEAM

180mm GALV 'T' BAR

PACKING AS REQUIRED

425

275

CONCRETE DRIVEWAY

20mm REBATE TO DRIVEWAY / GARAGE20mm DEEP X 70mm WIDE REBATE TO GARAGE ENTRY FOR GARAGE DOOR

70

100 20mm DEEP X 70mm WIDE REBATE FOR GARAGE DOOR TO PROTRUDE 100mm PAST WIDTH OF GARAGE DOOR

MINIMUM REQUIREMENT OF 150mm STEP DOWNFOR 2550mm CEILING WITH PANEL LIFT DOOR

PANEL LIFT DOOR UNIT IN STALLED AS PER MANUFACTURES INSTRUCTIONS


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1 : 20 @ A3

WD-12GARAGE ENTRY SETUP


20/04/2018





1 : 20

GARAGE ENTRY SETUP

LEGEND

CONCRETE SLABWET AREA TILEAS PER SCHEDULE

CARPETAS PER SCHEDULE

POLISHED CONCRETEAS PER SCHEDULE

POLISHED CONCRETE

POLISHED CONCRETE

CONCRETE

CARPET

CARPET

CONCRETE

CONCRETEPOLISHED CONCRETE

POLISHED CONCRETE

POLISHED CONCRETE

POLISHED CONCRETE

CARPET


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1 : 100 @ A3

WD-13FLOOR COVERINGS


20/04/2018


1 : 100

FLOOR COVERINGS






WD-15

A

B

WD-15 DC1450

800

2140

POLISHED CONCRETE

KITCHENPANTRY

DW

REF

OHC

4 OPENSHELVES

4 SHELVES1385

OHC

15459025201620

STONE STONE 600

900

600

900

BIN

1165 575

BULKHEAD

REF SPACE

OPEN SHELF

TYP. ROBE

TOP SHELF

HANGING RAIL

1650

940

TYP. WIR

TOP SHELF

HANGING RAIL

1650

940

2590

45045

040

040

040

0

TYP. LINEN

450

TYP. WIP

450

450

400

400

1700

MW

600

900

830 1430

BULKHEAD


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1 : 50 @ A3

WD-15KITCHEN FLOOR PLANS &ELEVATIONS


20/04/2018


1 : 50D1 - KITCHEN FLOOR PLAN 1 : 50

A

1 : 50B

1 : 50D

1 : 50C

NOTE:JOINERY ELEVATION DIMENSIONS ARE NOMINAL ONLY & ANY FURTHER CLARIFICATION WILL BE AVAILABLE VIA THE CABINET MAKERREFER TO THE DETAILED CABINET MAKER DRAWINGS FOR ACCURATE DIMENSION CLARIFICATION.

HEIGHTS ARE APPROX. ONLY

850mm VANITY UNIT HEIGHT900mm NOMINAL LAUNDRY BENCH HEIGHT900mm NOMINAL KITCHEN BENCH HEIGHT1300mm SHOWER SHELF HEIGHT1100mm SHOWER MIXER HEIGHT1800mm SHOWER ROSE HEIGHT1850mm SHOWER SCREEN HEIGHT800mm TOILET ROLL HOLDER HEIGHT900mm TOWEL RAIL HEIGHT2100mm (CENTERED) NOGGING FOR DRYER1 : 50

TYPICAL ROBE SHELVING DETAIL






1 : 50

LAUNDRY


100

2100

600 X 400mm SHR NICHE @ 1500mm HEAD

TILED REVEAL AROUND WINDOW

MIRROR

900900

100

2000

1100

1800

900

900

2000

100

WD-16

F

G

H

E

SHR

ENSUITE

FIXED GLASS

WC

VB

TR

TRH

F/S BATH10

00


100

WD-16

J

L

K

I

BATHROOM

SHR

900

TR

VB

FIXED GLASS

WD-15 2


1100700

2000


1000

2000

1800

1100

1500

MIRROR

1000 12

00

700 10

00

100

1000

2000

100

700

700

400

1420


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1 : 50 @ A3

WD-16BATH & ENS FLOOR PLANS &ELEVATIONS


20/04/2018


1 : 50J

1 : 50K

1 : 50I

1 : 50L

1 : 50

D2 - ENSUITE FLOOR PLAN

1 : 50

D3 - BATHROOM FLOOR PLAN

1 : 50F

1 : 50G

1 : 50

H

1 : 50E

NOTE:JOINERY ELEVATION DIMENSIONS ARE NOMINAL ONLY & ANY FURTHER CLARIFICATION WILL BE AVAILABLE VIA THE CABINET MAKERREFER TO THE DETAILED CABINET MAKER DRAWINGS FOR ACCURATE DIMENSION CLARIFICATION.

HEIGHTS ARE APPROX. ONLY

850mm VANITY UNIT HEIGHT900mm NOMINAL LAUNDRY BENCH HEIGHT900mm NOMINAL KITCHEN BENCH HEIGHT1300mm SHOWER SHELF HEIGHT1100mm SHOWER MIXER HEIGHT1800mm SHOWER ROSE HEIGHT1850mm SHOWER SCREEN HEIGHT800mm TOILET ROLL HOLDER HEIGHT900mm TOWEL RAIL HEIGHT2100mm (CENTERED) NOGGING FOR DRYER






1 : 50STUDY


WP

WP


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1 : 100 @ A3

WD-17ELECTRICAL PLAN


20/04/2018


GENERAL NOTES:METERBOX LOCATION TO BE CONFIRMED.THE POSITIONING OF ELECTRICAL OUTLETS & LIGHTSWITCHES, AS SHOWN, ARE INDICATIVE. LIMITATIONSIE. STUD POSITIONS.ALL ELECTRICAL OUTLETS & LIGHT SWITCH POSITIONS SHOULD BE CONFIRMED BY CLIENT. ALL WIRING & ELECTRICALWORK IS TO BE IN ACCORDANCE WITH AS 3000

PROVIDE A POWER POINT & LIGHT SWITCH FOR ROOF CAVITYLOCATED AT THE MANHOLE LOCATION.

ELECTRICAL LEGEND

DOUBLE GPO - 34

WATER PROOF DOUBLE GPO - 1

CEILING PENDANT LIGHT - 5

CEILING MOUNTED BATTEN LIGHT - 0

SPOT LIGHT - 4

SINGLE GPO - 9

WATERPROOF SINGLE GPO - 1

LED LIGHTS - 46

EXTRACTION FAN - DUCTED TO EAVE - 2

DOUBLE TUBE-FLURO LIGHT - 2

HARD WIRED SMOKE ALARM - 2

TELEVISION POINT - 5

TELEPHONE POINT - 1

HEAT / LIGHT / FAN - 1


DATA POINT - 0

BUNKER LIGHT - 2

USB POWER OUTLET - 0

NBN CONNECTION - 1

CEILING FAN WITH LIGHT - 0

CEILING FAN WITHOUT LIGHT - 4

WP

B

WP

USB

E

P






BB

P P P

E

E

BB

WALL / CEILING MOUNTED BATTEN LIGHT

LED DOWNLIGHTS

DOUBLE TUBE FLURO LIGHT

SINGLE TUBE FLURO LIGHT

FLOOD LIGHT

WALL MOUNTED LIGHT

CEILING FAN WITH LIGHT

4x LIGHT / EXHAUST / HEAT

0

46

2

-

2

0

4

1

ITEM COUNT WATTAGE TOTAL

12 W

11 W

2x36 W

36 W

30 W

15 W

15 W

4 x 275 W

36 W

506

72

-

60

0

60

275

EXHAUST FANS

DOUBLE GPO

WATERPROOF DOUBLE GPO

SINGLE GPO

WATERPROOF SINGLE GPO

HARD WIRED SMOKE ALARM

TELEVISION POINT

TELEPHONE POINT

DATA POINT

CEILING FAN NO LIGHT

2

16

1

5

1

2

3

1

0

-

ELECTRICAL LIGHT WATTAGE LIMIT AS PER BCA SECTION 3 12.5.5

LIVING AREA 203.28m²

DWELLING - 5 WATTS/ SQ.M

1016.40 W

GARAGE 38.31m²

GARAGE - 3 WATTS/ SQ.M

114.93 W

ALFRESCO 37.32m²

ALFRESCO / PORCH / VERANDA - 4 WATTS/ SQ.M

149.28 W

PORCH 3.80 m² 15.20 W

ITEM COUNT


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1 : 100 @ A3

WD-18LIGHTING PLAN


20/04/2018


ELECTRICAL LEGEND

DOUBLE GPO - 34

WATER PROOF DOUBLE GPO - 1

CEILING PENDANT LIGHT - 5

CEILING MOUNTED BATTEN LIGHT - 0

SPOT LIGHT - 4

SINGLE GPO - 9

WATERPROOF SINGLE GPO - 1

LED LIGHTS - 46

EXTRACTION FAN - DUCTED TO EAVE - 2

DOUBLE TUBE-FLURO LIGHT - 2

HARD WIRED SMOKE ALARM - 2

TELEVISION POINT - 5

TELEPHONE POINT - 1



DATA POINT - 0

BUNKER LIGHT - 2

USB POWER OUTLET - 0

NBN CONNECTION - 1

CEILING FAN WITH LIGHT - 0

CEILING FAN WITHOUT LIGHT - 4

WP

B

WP

USB

E

GENERAL NOTES:METERBOX LOCATION TO BE CONFIRMED.THE POSITIONING OF ELECTRICAL OUTLETS & LIGHTSWITCHES, AS SHOWN, ARE INDICATIVE. LIMITATIONSIE. STUD POSITIONS.ALL ELECTRICAL OUTLETS & LIGHT SWITCH POSITIONS SHOULD BE CONFIRMED BY CLIENT. ALL WIRING & ELECTRICALWORK IS TO BE IN ACCORDANCE WITH AS 3000

PROVIDE A POWER POINT & LIGHT SWITCH FOR ROOF CAVITYLOCATED AT THE MANHOLE LOCATION.

1 : 100

LIGHTING PLAN

1 : 100

-

P






840 3000 17395 6515 1430

1620

4400

6280

860

6260

1710

3220

1670

300

3840 4980 6180 4190 2970 4480 1720 370 450

1316

0

1316

0 30354 - DIAGONAL CHECK DIMENSION

29180

1710

6260

1950

6020

560

5140

560

900

90

1890 1890

2100

1000

5270 1800

29180

450

150

860

4730

240 5955 320

5675 600 1430

370 450

2030

55mm STEP

55mm STEP

150mm STEP

50mm STEP

50mm STEP CONCRETE50mm STEP

CONCRETE50mm STEP


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1 : 100 @ A3

WD-19CONCRETE SETOUT PLAN


20/04/2018


1 : 100CONCRETE SETOUT PLAN





TAP

INTERNAL WALL LOCATIONS

PROVIDE CONDUIT FOR POWER & WATER TO ISLAND BENCH



4755 - SINK

395

390 - TUB

2595 - SHR

1845 - VANITY

2340 - SEWER 2065

- SEW

ER

1715

- VAN

ITY

540 -

SHR

1285

- TUB

BATH

375

VANIT

Y

1310

1365

- SHR

870 -

SEWE

R WC

540

SHR

1440 945 45

1465 - BATH 1505


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1 : 100 @ A3

WD-20PLUMBING SETOUT PLAN


20/04/2018





1 : 100

PLUMBING SETOUT PLAN


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@ A3

WD-21SHOWER & BATH DETAILS


20/04/2018





90 X 35mm TIMBER WALL FRAME

110mm FACE BRICK

10mm PLASTER BOARD TO WALL

CONCRETE FOOTING & SLAB DESIGNED BY ENGINEER

APPROVED VAPOR BARRIER

TERMIATE BARRIER

ALUMI. FRAMED WINDOW AS PER DESIGN

110mm SILL BRICK

PRIMED TIMBER SKIRTING

REFLECTIVE WALL WRAP TO CAVITY

R2.5 WALL INSULATION


WEEP HOLE

WEEP HOLE

15°

APPROVED BUILDERS SEALANT

WEEP HOLE

110mm FACE BRICK


STEEL BRICK LINTEL

4012

040

CL

CL

LINTEL/BEAM AS PER SCHEDULE

2/M10 GALVANISED BOLT

90 x 90mm TIMBER POST POST

CONCRETE SLAB

GALV. POST STIRRUP

2/M10 4.6/2 GALV. BOLTS

2 X DYNABOLTS TO SLAB AS PER MANUFACTURES INSTRUCTIONS

9040

110

90 40 110

350

240

90mm TIMBER STUD

TIMBER LVL BEAM AS PER SCHEDULE

EDGE OF CONCRETE SLAB

90 X 90mm TIMBER POST

350mm BRICK PIER

350

110

1090

3011

0

110 10 90 140

TIMBER POST NOTCHED TO SEAT BEAM

140

30

10

125

10


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1 : 10 @ A3

WD-22BUILDING DETAILS


20/04/2018



1 : 10TYP. BRICK VENEER WALL DETAIL

1 : 10TYP. TIMBER POST TO SLAB DETAIL

GENERAL NOTES LEGEND DRAWING LIST · retaining walls and are connected to the stormwater system via...

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