PD5 by wdr_pf

PO R R_ T_F WE OL YB IO_ UR D Y_ OC 20 _ 14 5 _1

C A A P F e

TIMBER FASCIA & ZINCALUME SPOUT

GAL IRON ROOF @ 27.5째 PITCH ( REF PLANNING REQUIREMENTS )

150mm x 75mm PFC WELDED TO PLATE ELTRAX ROLLER DOOR SYSTEM

C A A P F e

BLACKBUTT CLADDING TO EXTERIOR ON TIMBER BATTENS @ 450mm CTRS

OPERABLE BARN DOORS (4000mm x 2450mm) MOUNTED TO PFC TRACK SUPPORT @ 2890 ABOVE SLAB

SUSPENDED RONDO CEILING R4.5 BULK INSULATION TO CEILING ( TO CEILING SPACE ) R2.3 'ANTICON 100' INSULATION TO ( RAKED CEILING )

No.

19mm LINING BOARDS TO RAKED CEILING

10mm PLASTER TO LOW CEILINGS

ROOF PURLINS @ 600mm CTRS ( SIZE BY ENGINEER ) ROOF TRUSSES TO MANUFACTURERS SPECIFICATIONS @ 900 CTRS INSTALLED AS PER AS. 4440-2004

FEATURE KING POST TRUSS ( ALL MEMBER SIZES & CONNECTIONS BY ENGINEER )

ROOF TRUSSES TO MANUFACTURERS SPECIFICATIONS @ 900mm CTRS TRUSS TIES TO MANUFACTURERS REQUIRE 20mm CHASE INTO BACK OF BOTH STEEL POST IN BRICK WALL CAVITY BRICK FACE. ( POST SIZE BY ENGINEER )

DOUBLE BRICK WALL CONSTRUCTION WITH 36mm TREATED PINE BATTES @ 450mm CTRS AND 19mm TIMBER ( CLADDING TYPE TBC BY OWNER )

TIMBER FRAMED CUSTOM WINDOWS

SLAB TYPE & ALL POST FOUNDATIONS TO ENGINEERS SPECIFICATIONS ( REF SHEETS 7-11, 2/4/14 ENG NOTES )

Proje EDGE BEAMS TO ENGINEERS SPECIFICATIONS

Date

PROPOSED DRIVEWAY FINAL DESIGN BY OWNER

Draw

Chec

DEEP

SET

. VT

D OA

0' 2°3 24

SUMMER SUN PATH

RISE

126A

VOL.10828 FOL. 835 TOTAL AREA C.A 126A & 126B 30.72ha ( PROPOSED CONSOLIDATION AREA )

DENOTES BUILDING ENVELOPE PLANNING

PROPOSED 210sq.m SUBSURFACE IRRIGATION AREA AS PER LCA REPORT FINAL LOCATION TBC BY LOCAL COUNCIL .6m

.0m

FARMING ZONE (FZ) WILDFIRE MANAGEMENT OVERLAY ( BMO ) ENVIRONMENTAL SIGNIFICANCE OVERLAY ( ESO ) SCHEDULE 1 ( ESO1 ) EROSION MANAGEMENT OVERLAY ( EMO )

LCA REQUIREMENTS

.7m

.0m

m 1.2

.0m

SHED DETAILS: 7.6

.34

120

7.6

127

PREFERED SYSTEM- SUBSURFACE IRRIGATION PREFERED LOCATION-AS PER SITE PLAN REFER LCA REPORT SHEET 24 FOR DETAILS BUILDING ENVELOPE AS PER DICKSON HEARN SURVEY SHEET 21/07/10

0 75.

2°3

75.

' °30 2 24

0m 20.

m .64 77 1 1

4.0

0m 20.

5.3

127A

EXTERNAL WALLS: WALLS LESS THAN 400 mm FROM THE GROUND SHALL BE OF NON COMBUSTIBLE MATERIAL. EXTERNAL WALLS GREATER THAN 400 mm FROM THE GROUND THERE ARE NO REQUIREMENTS. EXTERNAL WINDOWS: SHALL BE COMPLETELY PROTECTED EXTERNALLY BY SCREENS WITH A MESH WITH A MAX. APERTURE OF 2 mm, MADE OF CORROSION RESISTANT MATERIAL OR BUSHFIRE SHUTTERS. WINDOWS LESS THE 400 mm FROM THE GROUND SHALL BE MADE OF BUSHFIRE RESISTING TIMBER OR METAL. GLAZING IN WINDOWS LESS THAN 400 mm FROM THE GROUND SHALL BE GRADE A SAFETY GLASS MIN. 4 mm OR GLASS BLOCKS. GLAZING ABOVE 400 mm ANNEALED GLASS MAY BE USED. THE OPENABLE PORTIONS OF WINDOWS SHALL BE SCREENED WITH MESH WITH A MAX. APERTURE OF 2 mm MADE OF CORROSION RESISTANT MATERIAL.

126B

9m 7.1 9 9

VOL.10828 FOL. 834

75.

°E

RISE

44B

VOL.10828 FOL. 833 40.04ha

°E

WINTER SUN PATH

N7 0° W

BUSHFIRE ATTACK LEVEL 12.5

.12

R LA O E S GL M N U A M L TI E P AN O P

°W

0 N2

EXTENT OF NORT H FACING WINDOWS

PROPOSED SHED IS 6920 x 12050 ZINCALUME ( CHECK PLANNING CONDITIONS ) SUPPLIER: RANBUILD

ITEM'S TBC

7.7

HOTWATER/ HEATING & COOLING Levels are to an arbitrary datum Contour interval 0·2 meters. Title boundary shown by a continuos thick line

.0m

3 21

DOWNPIPES

0 75.

75.

1.2

-TO CONNECT TO 90mm UPVC DRAINS AND RUN TO A LEGAL POINT OF DISCHARGE WITH MIN. 1:100 FALL NOT TO SERVE MORE THAN 12m GUTTER BE LOCATED, WHERE POSSIBLE,CLOSE TO VALLEY GUTTER BE SELECTED IN ACCORDANCE WITH TABLE 3.5.2.2 OF THE NCC

WARNING

C TB

m .73

BEWARE OF UNDERGROUND SERVICES THE LOCATIONS OF UNDERGROUND SERVICES ARE APPROXIMATE ONLY AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

EXTERNAL DOORS: SIDE HUNG DOORS SHALL BE PROTECTED BY A BUSHFIRE SHUTTER OR PROTECTED BY AN EXTERNAL SCREEN WITH A MESH MAX. APERTURE OF 2 mm MADE OF CORROSION RESISTANT MATERIAL. OR NON COMBUSTIBLE OR SOLID TIMBER 35 mm THICK FOR THE FIRST 400 mm OR AN NON COMBUSTIBLE KICK PLATE FOR THE FIRST 400 mm. OR GLAZED DOOR SHALL BE THE SAME AS WINDOWS. DOOR ASSEMBLY SHALL BE BUSHFIRE RESISTANT TIMBER OR METAL. SLIDING DOORS SHALL BE PORTECTED BY BUSHFIRE SHUTTERS OR EXTERNAL SCREENS WITH A MESH MAX. APERTURE OF 2 mm MADE OF CORROSION RESISTANT MATERIAL OR GLAZING SHALL BE GRADE A SAFETY GLASS COMPLYING WITH AS 1288. ROOFS: SHALL HAVE A NON COMBUSTIBLE MATERIAL. THE ROOF WALL JUNCTION SHALL BE SEALED. ROOF VENTILATION OPENINGS SHALL BE FITTED WITH EMBER GUARDS. TILED ROOFS: SHALL BE FULLY SARKED. THE SARKING SHALL HAVE A FLAMMABILITY INDEX OF NOT MORE THAN 5, MUST BE LOCATED DIRECTLY BELOW THE ROOF BATTENS, AND COVER THE ENTIRE ROOF AREA SO THERE ARE NO GAPS TO ALLOW ENTRY OF EMBERS. SHEET ROOF: SHALL BE FULLY SARKED. THE SARKING SHALL HAVE A FLAMMABILITY INDEX OF NOT MORE THAN 5, MUST BE LOCATED DIRECTLY BELOW THE ROOF BATTENS, AND COVER THE ENTIRE ROOF AREA SO THERE ARE NO GAPS TO ALLOW ENTRY OF EMBERS. GAPS GREATER THAN 3 mm SHALL BE SEALED WITH MINERAL WOOL, MESH OR OTHER NON COMBUSTIBLE MATERIAL. VERANDAH, CAR PORT AND AWNING ROOFS: THAT FORM PART OF THE MAIN ROOF SHALL MEET ALL THE REQUIREMENTS OF A ROOF. VERANDAH, CAR PORT AND AWNINGS THAT ARE SEPARATED FROM THE MAIN ROOF SPACE SHALL HAVE A NON COMBUSTIBLE ROOF COVERING. ROOF PENETRATIONS: SHALL BE SEALED WITH NON COMBUSTIBLE MATERIAL TO PREVENT GAPS GREATER THAN 3 mm. VENTED OPENINGS SHALL BE FITTED WITH ENBER GUARDS MADE FROM MESH. GLAZING SHALL BE GRADE A LAMINATED SAFETY GLASS COMPLYING WITH AS 1288. FLASHING MAY BE A FIRE RETARDANT MATERIAL. EVAPORATIVE COOLING UNITS SHALL BE FITTED WITH BUTTERFLY CLOSERS OR NON COMBUSTIBLE COVER WITH A MESH WITH A MAX. APERTURE OF 2 mm MADE OF CORROSION RESISTANT MATERIAL. DECKING: DECKING LESS THAN 300 mm FROM A GLAZED ELEMENT SHALL BE MADE FROM NON COMBUSTIBLE MATERIAL OR BUSHFIRE RESISTING TIMBER.

WATER AND GAS SUPPLY PIPES: ABOVE GROUND EXPOSED WATER AND GAS PIPES SHALL BE METAL. VEHICLE ACCESS DOORS: SHALL BE MADE FROM NON COMBUSTIBLE MATERIAL OR BUSHFIRE RESISTING TIMBER OR FIBER CEMENT 6mm OR THICKER THE DOORS WILL BE FITTED WITH WEATHER STRIPS OR OTHER APPROPRIATE FITTING SO THE GAP IS NO GREATER THAN 3mm NO VENTILATION SLOTS

325

230

8170 LIVING / MEALS

3790 BATH

230

3520 KIT

3830 STUDY

325

A/F 2415

TIMBER DOOR 2400 h

3495 1000

2700 L'DRY

500

S14

ROBE 3 X 770 Q/SLIDE

TILED RECESS TBC ONSITE

720 CSD

3740 POST-POST AJ

865w 420d

TILES

865w 420d

P SHR SHR ROSE IN CEILING

P9 DP

FULL HEIGHT BARN SLIDING DOOR

900

W 02

P9 FIXED TO FIRST TRUSS @ 900mm

325 2075 STUDY

325 800 510

AJ AJ

ROBE 2 X 920 Q/SLIDE

ens

2075 STUDY

830 710

2170

5310 STORE

FLAT CEILING OVER

270mm INTERNAL MASORARY

store

830

10660 O/A

3570 KIT

5690 MASTER

3400 MASTER

900

F1610

325

325 04

7610 MEALS

FLAT CEILING OVER

01 TAG PLATE's ON ALL SHS POST's TO SUPPORT - ELTRAK' TRACK SYSTEM & BARN DOORS HEIGHT TBA REFER BUILDERS DETAIL FOR BARN DOORS

325 270

D7 S13

90 6000 FAMILY

master

OHC

A/F 1615

TIMBER SHELF

SD2418-2

870

RAKED CEILING

1000

RAKED CEILING

3 X FEATURE KINGPOST TRUSS ON SHS POSTS

W/0 MW

2065 ENS

3500 BED 3

SET

325

DRYER ABOVE WM

270

325

OHC

ent

family

ROBIN-HOOD IRON CABINET FWG

kit

A1606 SAFETY

l'dry

SD2418-2

R/A

COOKTOP CANOPY OVER

FLAT CEILING OVER

PANT

FLAT CEILING OVER

SINK D/W

VAN

2280 L'DRY

JOINERY BUILT CUPBOARDS

Fr 700 x 700

820 CSD ( FACE SL ) 270mm INTERNAL MASORARY

820 CSD

270

study

1120

R/A

770 CSD ( FACE SL )

FLAT CEILING OVER

325

RAKED CEILING 344mm STEP

270

1180

meals

A/F 1615

PROVIDE CONDUITS FOR POWER AND WATER PROVISIONS TO ISLAND BENCH

344mm STEP

RAISED FLAT CEILING OVER NO UPSTAND TRUSS

820 CSD ( FACE SL )

6.0x1.0x2.0h SCREENED UITILITY STORAGE AREA

2055 1020 2055

5310 PASS 2280 WC

WALL CAVITY SHELF

820 CSD ( FACE SL )

400x 320d BASIN

RIS

A/F 1615

TIMBER INFILL BETWEEN WINDOWS

living

TILED RECESS TBC ONSITE

SHR

RAKED CEILING 150x19 LINING BOARDS

SHR ROSE IN CEILING

SD2430-3

BATH

TILES

bed 2

AJ DOOR / WINDOW TO SUIT 6130 OPENING AJ

bath

bed 3

325

VAN

325 2240 BATH

FLAT CEILING OVER

4960 BED 3

10660 O/A

F2415

RIS

AT NP

KITCHEN & STUDY WINDOWS FIXED AT 2400 ABOVE F.F.L

F2415

SU ER MM

NOTE:

344mm STEP

325

1170w 425d

16.0x 2.0 TIMBER FRAMED SUN SHADE PERGOLA

SAFETY A2408

A/F 2415

325

4960 BED 2

325

2270 ENT

AT NP

N 70째 W

325

TER

WIN

SET

째E

OP T PA IMU NE M S L A OL NG A R LE

24100 O/A 3500 BED 2

640

3395

째W 20

2 3395

1 690

H FA NORT NT OF NDOWS WI

EXTE

N 30째 E

CING

2080 ENT

230

3520 STORE

230

3830 ENS

325

24100 O/A

WALL DETAIL ITEM'S TBC

EAVE WIDTH HOTWATER/ HEATING & COOLING BARN DOOR SIZE METER BOX LOCATION

GAL IRON ROOF @ 27.5째 PITCH

W 08

W 09

3760

2400

3380

2020

3000

WINDOW HEAD TO MATCH EAST ELEVATION

W 10

W 11

TIMBER FRAMED CUSTOM AWNING WINDOWS

NORTH ELEVATION

16.0x 2.0 TIMBER FRAMED SUN SHADE PERGOLA FINAL DESIGN TBC BY OWNER

TIMBER CLADDING STYLE & TYPE BY OWNER

200x35 HARDWOOD BARGEBOARD 200x35 HARDWOOD BARGEBOARD

GAL IRON ROOF @ 27.5째 PITCH

800

VOID TIMBER CLADDING STYLE & TYPE BY OWNER

TIMBER CLADDING STYLE & TYPE BY OWNER

3000

2020

3000

TIMBER FRAMED TIMBER FRAMED CUSTOM AWNING WINDOWS CUSTOM FIXED WINDOWS

TIMBER FRAMED CUSTOM AWNING WINDOWS

EAST

ELEVATION

WEST

F.F.L.

6.0x1.0x2.0h SCREENED UITILITY STORAGE AREA FINAL DESIGN TBC BY OWNER

ELEVATION

GAL IRON ROOF @ 27.5째 PITCH

W 01

TIMBER FRAMED CUSTOM AWNING WINDOWS

D 03

TIMBER DOOR GLASS DOOR

SOUTH ELEVATION

SLIDING BARN DOORS TAG PLATE's ON ALL SHS POST's TO SUPPORT - ELTRAK' TRACK SYSTEM & BARN DOORS HEIGHT TBA REFER BUILDERS DETAIL FOR BARN DOORS

SLIDING BARN DOORS FIXING'S & DOOR's TBC BY OWNER APPROX. 2450 X 4000 DOORS

3000

3760

3380

TIMBER CLADDING STYLE & TYPE BY OWNER

3000

F.F.L. F.G.L.

BED 2,3 CEILING

WINDOW HEAD TO MATCH NORTH ELEVATION

BRACE 2.7m WIDTH FULL ROOF SPAN 30 x 0.8 GAL STRAP OR SIMILAR PITCHED ROOF RAFTERS TO ENGINEER SPECIFICATIONS @ 900 CENTRES ( REF ATTACHEMENT A FOR SIZE OPTIONS )

GAL IRON ROOF @ 27.5째 ( REF PLANNING REQUIREMENTS ) INSTALLED AS PER AS. 4440-2004 BATTEN 35x90 F5 MGP10 @ 600 CTR's

5600 O/A 5000

5600 O/A BRICK & PIER WITH STONE VENEER ADOPT THE SAME AS THE RESIDENCE WITH ARTICULATION

F1218 (RE-USED WINDOW )

140 x 45 TOP PLATE FIXED @ 600 CTR's USING WALL PLATE ANCHOR STRAP OR SIMILAR REF SECTION 3 BUILDING REGS

WATER-TANK

barn

INTERNAL BEAMS CENTRALLY LOCATED

2600

7600 O/A

OPEN CEILING

BRICK & PIER WALL CONSTRUCTION WITH RANDOM STONE FIXED INTO BRICKWORK FACE WITH 100mm REBATE WIDTH TO SUIT STONE

barn

SLAB TYPE & ALL POST FOUNDATIONS TO ENGINEERS SPECIFICATIONS

750

SD2121-2

7000

SLIDING BARN DOORS

OPEN CEILING

SLAB 100 THICK SL82 MESH EDGE BEAMS 400 WIDE 750 DEEP 4-L11TM BASE 2N16 TOP INTERMEDIATE BEAMS 300 WIDE 750 DEEP 3-L11TM BASE 2N16 TOP

400

300

2600 RANDOM STONE FIXED TO EXTERNAL BRICK & PIER WALL

SLIDING BARN DOOR

REUSED WINDOW

400

COLORBOND ROOF @ 27.5째 PITCH

4100

7600 O/A

COLAR TIES TO ENGINEERS SPECIFICATIONS

REUSED WINDOW

300 380mm STEP

KITCHEN

FEATURE BRICK

900

P DR OT AW ER

240

VE WA ITY M/ CAV

1800

750

970

S/S BENCHTOP

W/0 MW

PANT

1170

P DR OT AW ER

FLAT CEILING OVER

840

P DR OT AW ER S

kit

960

ER S

COOKTOP CANOPY OVER

D/W

FEATURE BRICK

650

B C

900

Fr 700 x 700

SINK

K24 CANOPY

FINAL CANOPY TBC BY OWNER

S/S BENCHTOP WITH TIMBER SHELF FINAL DESIGN BY OWNER

3000 CEILING HEIGHT

870

TIMBER SHELF

1170

960

T AW PO DR

600

1000

800

300

870

2100

S/S BENCHTOP WITH TIMBER SHELF FINAL DESIGN BY OWNER

900

S/S BENCHTOP

NOTE: Due to constraints of scale, these internal plans are to be considered a GUIDE ONLY, and measurements are to be confirmed on site.

WINDOW MAY REQUIRE TILE REVEAL

FAETURE BRICK WALL

360

425 200 425

360

TILED RECESS TBC ONSITE

1200

132

460

2065

1700

865w 420d 865

865w 420d 200

865

595

BASIN WASTE & PLUMBING @ 460+1880 TO FIT WITHIN CABINET DRAWER OF 240

240

100

MIRROR HEIGHT X WIDTH TO SUIT

240

132

460

595

ENSUITE

700

TILES TO CEILING

865w 420d

VAN

865w 420d

900

SHR ROSE IN CEILING

3000 CEILING HEIGHT

SHR

MIRROR HEIGHT X WIDTH TO SUIT

TILED RECESS TBC ONSITE

TILES TO CEILING

200

FAETURE BRICK WALL

300

710

880

150 230

300

ROBIN-HOOD IRON CABINET

LAUNDRY

550

DRYER ABOVE WM

3000 CEILING HEIGHT

100

R/A

A C

FAETURE BRICK WALL

ROBIN-HOOD IRON CABINET

900

JOINERY BUILT CUPBOARDS

IN-SITU SHOWER

2000

190 190

BASIN WASTE & PLUMBING @ 570 TO FIT WITHIN CONSOLE DRAWER OF 230

630

900

120

TILES TO CEILING

680

100

1200

120

1500 330

540

100

TILES TO CEILING

100

1120

540

1170w 425d

TILED RECESS TBC ONSITE

540

BATHROOM

570

230

SHR

670

630

SHR ROSE IN CEILING

TILED RECESS TBC ONSITE

3000 CEILING HEIGHT

BATH

100

B C

150

A D

MIRROR HEIGHT X WIDTH TO SUIT

VAN

1170w 425d

600 WASHING MACHINE SPACE

1085

NOTE: Due to constraints of scale, these internal plans are to be considered a GUIDE ONLY, and measurements are to be confirmed on site.

GENERAL NOTES: METERBOX LOCATION TO BE ADVISED. TOP OF METERBOX TO BE APPROX. 1900mm ABOVE FINISHED GROUND LEVEL LIGHT SWITCHES TO BE MOUNTED 1055mm ABOVE FLOOR LEVEL. ALL WIRING AND ELECTRICAL WORK TO COMPLY WITH AS3000. THE POSITIONING OF ELECTRICAL OUTLETS

AT NP

SU ER MM

DOWNLIGHT FITTING

INTERNAL WALL LIGHT FITTING

LONG LED LIGHT

2/WAY

2/WAY SWITCHING

3/WAY

3/WAY SWITCHING

LIGHT SWITCH POSITION

CAST IN SLAB GPO

SINGLE POWER POINT

DOUBLE POWER POINT

AUTO-CLOSE EXHAUST FAN

EXHAUST FAN LIGHT (200m 3 / HOUR)

S WP

PHONE POINT

DOORBELL & CHIMES

CEILING FAN

EXTERNAL SPOTLIGHT

SENSOR

WEATHER-PROOF GPO

TV ANTENNA POINT

4 LIGHT TASTIC

METER BOX

PROVIDE CONDUITS FOR POWER AND WATER PROVISIONS TO ISLAND BENCH

1500

EXTERNAL LIGHT POINT

2500

3800

째E

SET

CAN D/W

2500

INTERNAL LIGHT POINT

AT NP

S S

INTERNAL PENDANT LIGHT POINT 17

RIS

N 70째 W

ELECTRICAL LEGEND 2

RIS

WIN

SET

SUBJECT TO PHYSICAL CONSTRUCTION LIMITATIONS. EG. STUD POSITIONS.

SMOKE DETECTOR

OP T PA IMU NE M S L A OL NG A R LE

째W 20

TER

N 30째 E

CING

H FA NORT NT OF NDOWS WI

EXTE

M/W

1500 FOR HWS & A/CON WP

200

NOTE:

W/O X2

FOR A/CON WP

ALL CAST IN GPO's SET OUT'S ARE A GUIDE ONLY & NEED TO BE CONFIRMED BY OWNER PRIOR TO SLAB SETOUT

NOTE:

The electrical plan supplied is a ' GUIDE ONLY ' and final type and location of all fixtures may alter on site to suit the clients requirements. Additional lighting shall NOT be added without updating the attached lighting breakdown to maintain compliance.

LIGHTING BREAKDOWN REFERENCE HOUSE

EX S

BARN VERANDAH-PORCH

EX S

TOTAL WATTS

ARTIFICIAL LIGHTING 3.12.5.5.

AREA 255.94sq.m 42.56sq.m

sq.m

WATTS

1279.7WATTS

127.6WATTS WATTS 1317.2WATTS

(a) The lamp power density or illumination power density of artificail lighting, excluding heaters that emit light, must not exceed(i) in a class 1 building, 5W/m2, and (ii) on a verandah or balcony attached to a Class1 building 4W/m2, and in a Class 10 building, 3 W/m2, and where illumination power density is used, ( motion detector, Manual dimming system, Programmable dimming, Dynamic dimming & Fixed dimming. it may be increased by dividing it by the illumination power density adjustment factor ref Table 3.12.5.3

RESCODE REQUIREMENTS 4.8 MAXIMUM STREET SETBACK MAXIMUM STREET SETBACK PERMISSIBLE

SET

4.9 MINIMUM STREET SETBACKS

SET

BLOCK SIZE 30.72 ha MAXIMUM SITE COVERAGE (60% OF BLOCK) HOUSE AREA GARAGE- CAR PORT PORTICO TOTAL BUILDING AREA ACTUAL SITE COVERAGE AS A %

RISE

6.0m

NOTE:

DUE TO SIZE OF BLOCK AND POSITIONING OF PROPOSED RESIDENCE ALL RESCODE REQUIREMENTS ARE COMPLIANT

28 .6m

0m .7m

.0m

SLIDING DOORS SHALL BE PORTECTED BY BUSHFIRE SHUTTERS OR EXTERNAL SCREENS WITH A MESH MAX. APERTURE OF 2 mm MADE OF CORROSION RESISTANT MATERIAL OR GLAZING SHALL BE GRADE A SAFETY GLASS COMPLYING WITH AS 1288.

75.

.0m

BLOCK SIZE 30.72 ha MINIMUM PERMEABILITY (20% OF BLOCK) TOTAL BUILDING AREA PROPOSED DRIVEWAYS, PATHS ETC. TOTAL IMPERMEABILITY OF BLOCK ACTUAL PERMEABILITY OF BLOCK AS A %

m 1.2 .0m

4.13 CAR PARKING REFER TO DRAWING FOR PROPOSED CAR SPACE LOCATIONS AND SIZES

ROOFS: SHALL HAVE A NON COMBUSTIBLE MATERIAL. THE ROOF WALL JUNCTION SHALL BE SEALED. ROOF VENTILATION OPENINGS SHALL BE FITTED WITH EMBER GUARDS.

7.6

4.14 SIDE AND REAR SETBACKS

m 5.3

REFER TO DRAWING FOR RELEVANT SETBACKS REQUIRED

TILED ROOFS: SHALL BE FULLY SARKED. THE SARKING SHALL HAVE A FLAMMABILITY INDEX OF NOT MORE THAN 5, MUST BE LOCATED DIRECTLY BELOW THE ROOF BATTENS, AND COVER THE ENTIRE ROOF AREA SO THERE ARE NO GAPS TO ALLOW ENTRY OF EMBERS.

4.15 WALLS ON BOUNDARIES

20.

4.0

m 7.7

EA m

3.0

75.

4.17 DAYLIGHT TO EXISTING NORTH FACING WINDOWS

75.

REFER TO DRAWING FOR EXISTING HABITABLE ROOM WINDOW LOCATIONS AND SETBACKS RELEVANT TO THIS POINT OF CODE

REFER TO DRAWING FOR THE LOCATION OF EXISTING NORTH FACING WINDOWS WITHIN 3.0m OF BOUNDARY AND THE PROPOSED SETBACK OF NEW RESIDENCE

1.2

C TB

4.19 OVERLOOKING

REFER TO SEPERATE OVERSHADOWING DRAWING IF NEW RESIDENCE IMPEDES ON THIS POINT OF CODE

.73

4.18 OVERSHADOWING

SHEET ROOF: SHALL BE FULLY SARKED. THE SARKING SHALL HAVE A FLAMMABILITY INDEX OF NOT MORE THAN 5, MUST BE LOCATED DIRECTLY BELOW THE ROOF BATTENS, AND COVER THE ENTIRE ROOF AREA SO THERE ARE NO GAPS TO ALLOW ENTRY OF EMBERS. GAPS GREATER THAN 3 mm SHALL BE SEALED WITH MINERAL WOOL, MESH OR OTHER NON COMBUSTIBLE MATERIAL.

4.16 DAYLIGHT TO EXISTING HABITABLE ROOM WINDOWS

0m DOWNPIPES -TO CONNECT TO 90mm UPVC DRAINS AND RUN TO A LEGAL POINT OF DISCHARGE WITH MIN. 1:100 FALL NOT TO SERVE MORE THAN 12m GUTTER BE LOCATED, WHERE POSSIBLE,CLOSE TO VALLEY GUTTER BE SELECTED IN ACCORDANCE WITH TABLE 3.5.2.2 OF THE NCC

WARNING

APPLICABLE ONLY IF GROUND FLOOR IS GREATER THAN 800mm ABOVE GROUND LEVEL AT BOUNDARY

4.20 DAYLIGHT TO HABITABLE ROOMS REFER TO DRAWING FOR PROPOSED SETBACKS

4.21 PRIVATE OPEN SPACE 30.72 ha 80 sq.m 40.0 sq.m

EXTERNAL WINDOWS: SHALL BE COMPLETELY PROTECTED EXTERNALLY BY SCREENS WITH A MESH WITH A MAX. APERTURE OF 2 mm, MADE OF CORROSION RESISTANT MATERIAL OR BUSHFIRE SHUTTERS. WINDOWS LESS THE 400 mm FROM THE GROUND SHALL BE MADE OF BUSHFIRE RESISTING TIMBER OR METAL. GLAZING IN WINDOWS LESS THAN 400 mm FROM THE GROUND SHALL BE GRADE A SAFETY GLASS MIN. 4 mm OR GLASS BLOCKS.

PROPOSED 210sq.m SUBSURFACE IRRIGATION AREA AS PER LCA REPORT FINAL LOCATION TBC BY LOCAL COUNCIL

MAX. ALLOWABLE LENGTH ON 0m BOUNDARY IS 10.0m PLUS 0m (25° OF REMAINING BOUNDARY) = 0m PROPOSED LENGTH = APPROX.0m

EXTERNAL WALLS: WALLS LESS THAN 400 mm FROM THE GROUND SHALL BE OF NON COMBUSTIBLE MATERIAL. EXTERNAL WALLS GREATER THAN 400 mm FROM THE GROUND THERE ARE NO REQUIREMENTS.

GLAZING ABOVE 400 mm ANNEALED GLASS MAY BE USED. THE OPENABLE PORTIONS OF WINDOWS SHALL BE SCREENED WITH MESH WITH A MAX. APERTURE OF 2 mm MADE OF CORROSION RESISTANT MATERIAL.

4.12 PERMEABILITY

BLOCK SIZE MINIMUM AREA OF 80 sq.m OR 20% OF BLOCK (WHICH EVER IS THE LESSER) ACTUAL PRIVATE OPEN SPACE AREA DENOTED BY:

°E

SUMMER SUN PATH

4.10 BUILDING HEIGHT 4.11 SITE COVERAGE

°E

RISE

N/A N/A N/A 66.47m

MAXIMUM OVERALL HEIGHT OF OUT BUILDING

BUSHFIRE ATTACK LEVEL 12.5

WINTER SUN PATH

N7 0° W

N/A

LOT No: XXX FRONT SETBACK LOT No: XXX FRONT SETBACK REQUIRED MINIMUM FRONT SETBACK PROPOSED FRONT SETBACK

R LA O E S GL M N U A M L TI E P AN O P

°W

0 N2

EXTENT OF NORT H FACING WINDOWS

VERANDAH, CAR PORT AND AWNING ROOFS: THAT FORM PART OF THE MAIN ROOF SHALL MEET ALL THE REQUIREMENTS OF A ROOF. VERANDAH, CAR PORT AND AWNINGS THAT ARE SEPARATED FROM THE MAIN ROOF SPACE SHALL HAVE A NON COMBUSTIBLE ROOF COVERING. ROOF PENETRATIONS: SHALL BE SEALED WITH NON COMBUSTIBLE MATERIAL TO PREVENT GAPS GREATER THAN 3 mm. VENTED OPENINGS SHALL BE FITTED WITH ENBER GUARDS MADE FROM MESH. GLAZING SHALL BE GRADE A LAMINATED SAFETY GLASS COMPLYING WITH AS 1288. FLASHING MAY BE A FIRE RETARDANT MATERIAL. EVAPORATIVE COOLING UNITS SHALL BE FITTED WITH BUTTERFLY CLOSERS OR NON COMBUSTIBLE COVER WITH A MESH WITH A MAX. APERTURE OF 2 mm MADE OF CORROSION RESISTANT MATERIAL. DECKING: DECKING LESS THAN 300 mm FROM A GLAZED ELEMENT SHALL BE MADE FROM NON COMBUSTIBLE MATERIAL OR BUSHFIRE RESISTING TIMBER. WATER AND GAS SUPPLY PIPES: ABOVE GROUND EXPOSED WATER AND GAS PIPES SHALL BE METAL. VEHICLE ACCESS DOORS: SHALL BE MADE FROM NON COMBUSTIBLE MATERIAL OR BUSHFIRE RESISTING TIMBER OR FIBER CEMENT 6mm OR THICKER THE DOORS WILL BE FITTED WITH WEATHER STRIPS OR OTHER APPROPRIATE FITTING SO THE GAP IS NO GREATER THAN 3mm NO VENTILATION SLOTS

815

1665

3740

3315

900

CING

H FA NORT NT OF NDOWS WI

EXTE

10550

P3 344mm STEP

TER

AT NP

RIS

WIN

SET H

N 70째 W

6510

1120

4430

EDGE BEAMS TO ENGINEERS SPEC's

OP T PA IMU NE M S L A OL NG A R LE

135

째W 20

570

23990 O/A

째E

1730

3395

8430

N 30째 E

PROVIDE CONDUITS FOR POWER AND WATER PROVISIONS TO ISLAND BENCH

SU ER MM

AT NP

RIS

SET

330

10280

325 EDGE BEAMS TO ENGINEERS SPEC's

ION

AL ON

O SET

E DIM

9380

m 07

3895 STEP 3670 STEP

344mm STEP

6750

1800

P5 B3

6480

16250 STEP 15955 STEP

ENGINEERS NOTE:

000

2230

TO REDUCE BEAM DEPTHS (1050 BACK TO 750 ) PROVIDE FULL ARTICULATION TO BRICKWORK.

3640

D10

MIN COVER 40mm TO BE MAINTAINED TO BEAMS 30mm TO SLAB MIN LAP OF ALL TM 500mm AT T & L INTERSECTIONS AND ANCHOR BY WIDTH OF MESH.

MIN BEAM: 400mm WIDTH 750 DEEP, 4-L11TM OR 2N16, 2N16 TOP

TO BRICKWORK.

SLAB:

SL82 MESH

FIRE PLACE:

LAYOUT BEAMS TO STEPS & EDGE OF FIRE PLACE/ CHIMNEY & UNDER LOAD BEARING WALLS ETC. LOCALLY DEEPEN SLAB UNDER STORE WALL ( AT KITCHEN ) 400 DEEP PROVIDE EXTRA 2/N12 BASE & N16 TOP REFER SHEET 10 OF ENGINEERS NOTES. PROVIDE MASS CONCRETE PAD BELOW TO DIMENSIONS OF CHIMENY + 200mm ALL ROUND TO FOOTING DEPTH 750mm.

SL82+ 2 OR 3 N16 BARS

500

344

SL82 MESH

PROVIDE 2N12 ' Z ' BARS EACH LAP 600 TO L11 TM & SL82 MESH ie. PER STEP

P8 B2

10160 STEP

23990 O/A

PROVIDE 10 O/ LIGS LAP 600 SLAB MESH EXTEND DOWN TO 30mm OF BASE OF SLAB

1420

8080 STEP

135

460

WALL DETAIL

000

4360

600

3815

SL82 MESH

EDGEBEAM LOCALLY WIDEN EDGE BEAMS TO 500 WIDTH OVER 500 LENGTH

3 0R 4-L11 TM BASE

NOTE:

500

270

IA mD

270

6695 STEP

6560

10550 O/A

344mm STEP

10550 O/A

1600

10280 POST CTR's

270 6050

ALL PLUMBING SETOUT'S MUST BE CONFIRMED BY OWNER ONSITE PRIOR TO POURING CONCRETE & ANY DISCREPANCIES REPORTED TO THIS OFFICE FOR CORRECTION PRIOR TO STARTING WORKS.

1000

WARNING: POLISHED CONCRETE FLOOR

380 S T E P D E T A I L

D8 -

EDGE BEAM

STEP

D9 -

EDGE BEAM

D10 -

THE FINAL FINISH TO PROPOSED RENOVATION FLOOR IS POLISHED CONCRETE EXTREEM CARE MUST BE TAKEN DURING CONSTRUCTION, SLAB SHALL BE FULLY COVERED AND PROTECTED THROUGHT ALL CONSTRUCTION. ANY WET AREA'S MUST HAVE A FULL NON SLIP GRIT FINISH APPLIED.

ALL FOOTINGS TO ENGINEERS SPECIFICATIONS

TRUSS SPAN (mm)

UP TO 3000

3000 TO 6000

OPENING SEASONED TIMBER WIDTH F27 F17 (mm) 900 90 x 35 90 x 35

GAL IRON ROOF @ 27.5째 ( REF PLANNING REQUIREMENTS )

ROOF TRUSSES TO MANUFACTURERS SPECIFICATIONS @ 900 CENTRES INSTALLED AS PER AS. 4440-2004

90 x 35

1500

90 x 35

1800

90 x 45

90 x 35

2100

2/90 x 35

90 x 45

2400

120 x 45

2/90 x 35

3000

2/140 x 35 2/120 x 35

3600

2/190 x 35 2/170 x 35

900

90 x 35

1200

90 x 35

1500

2/90 x 35

90 x 45

1800

2/90 x 45

2/90 x 35

2100

2/120 x 35 2/120 x 35

2400

2/120 x 45 2/120 x 35

TIMBER FASCIA & ZINCALUME SPOUT

3000

2/170 x 35 2/140 x 45

TIMBER FRAMED CUSTOM WINDOWS

3600

2/240 x 35 2/190 x 45

MEMBER

SIZE

TIE-BEAM

125x50 MIN

GRADE

SPAN

SPACING

SHEET 2- 2/4/14 ENG NOTES

MAIN RAFTER

175x50 MIN

SHEET 2- 2/4/14 ENG NOTES

STRUT

175x50 MIN

SHEET 2- 2/4/14 ENG NOTES

KING POST

125x50 MIN

SHEET 2- 2/4/14 ENG NOTES

COMMENTS

ADVISE 200x100, 200x75 HW IS ABLE TO BE ACQUIRED FOR USE IN KING POST TRUSSES. BASED ON DESIGN ALL TIMBERS CAN BE SUBTITLED WITH THESES HW TIMBERS WITH INCREASED STRENGTH RESULTING.

FEATURE KING POST TRUSS ( ALL MEMBER SIZES & CONNECTIONS BY ENGINEER )

1200

KING POST TRUSS MEMBERS

PURLIN

SIZE C10020

GRADE

SPAN

SPACING

COMMENTS

600

SHEET 5- 2/4/14 ENG NOTES

BATTEN

35x90 F5 MGP10

600

HEIGHT TO SUIT KING-POST TRUSS

TOP PLATE

90x45 F5 MGP10

TRUSS @ 900

STUDS

90x35 F5 MGP10

BOT PLATE

90x45 F5 MGP10

BOT PLATE

90x45 F5 MGP10

450 -

P-1 / P-8

90/90/5

SHS

90/90/5

SHS

B1 P1-P2

250x12 T BAR

1-3 /3395 2-3/3395

B2 P2-P3 B3 P4-P9

FIRST TRUSS

SHEET 3- 2/4/14 ENG NOTES SHEET 11- 2/4/14 ENG NOTES

SHEET 6- 2/4/14 ENG NOTES

250x12 T BAR

7-8 /3590 8-9/4100

SHEET 5-6- 2/4/14 ENG NOTES

150x75 PFC

TRACK BEAM

SHEET 9 -2/4/14 ENG NOTES

BRACING TYPE A6 PLYWOOD UNIT LENGTH 900mm F8 SHALL COMPLY WITH AS2458 LOCATE UNITS ON CORNERS & BOTH WIND DIRECTIONS MAX 9000mm SPACINGS

S13

D2 S13

ROOF PURLINS @ 600mm CTR'S ( SIZE BY ENGINEER ) R4.5 BULK INSULATION TO CEILING ( TO CEILING SPACE ) R2.3 'ANTICON 100' INSULATION TO ( RAKED CEILING ) TRUSS TIES TO MANUFACTURERS SPECIFICATIONS

D1 S13

10mm PLASTER TO LOW CEILINGS 19mm LINING BOARDS TO RAKED CEILING

D4 S13

DOUBLE BRICK WALL CONSTRUCTION WITH 36mm TREATED PINE BATTES @ 450mm CTR's AND 19mm TIMBER ( CLADDING TYPE TBC BY OWNER )

R1.8 'FOILBOARD' FIXED TO EXTERNAL FACE OF BRICK MEMBER

KING POST TRUSS NOTES:

3380

WINDOW LINTEL SCHEDULE SHEET ROOF

90mm PINUS FRAMING TOP PLATE PACKED TO SUIT FINAL HEIGHT

S13

family

living

F.F.L. F.G.L.

10mm PLASTERBOARD LININGS THROUGHOUT STEEL POST IN BRICK WALL CAVITY REQUIRE 20mm CHASE INTO BACK OF BOTH BRICK FACE. ( POST SIZE BY ENGINEER ) SLAB TYPE & ALL POST FOUNDATIONS TO ENGINEERS SPECIFICATIONS ( REF SHEETS 7-11, 2/4/14 ENG NOTES )

D5 S13

WARNING: POLISHED CONCRETE FLOOR

1. LINTELS SUPPORTING CONCENTRATED LOADS SHALL BE DESIGNED IN ACCORDANCE WITH AS. 1684-2006. 2. MULTIPLE MEMBERS SHALL BE VERTICALLY NAIL-LAMINATED 3. LINTELS IN SKILLION OR GABLE END WALLS, NOT SUPPORTING ROOF LOADS, SHALL BE DETERMINED AS PER AS. 1684-2006 4. MINIMUM BEARING LENGTH AT SUPPORTS SHALL BE 35mm 5. ALL TIMBER AND BRACING TO COMPLY WITH AS1684-2006 6. ALL GLAZING IS TO COMPLY WITH AS 1288-2006

GAL IRON ROOF @ 27.5째 ( REF PLANNING REQUIREMENTS )

ROOF TRUSSES TO MANUFACTURERS SPECIFICATIONS @ 900 CENTRES INSTALLED AS PER AS. 4440-2004

FEATURE KING POST TRUSS ( ALL MEMBER SIZES & CONNECTIONS BY ENGINEER )

TRUSS TIES TO MANUFACTURERS SPECIFICATIONS ROOF PURLINS @ 600mm CTR'S ( SIZE BY ENGINEER ) R4.5 BULK INSULATION TO CEILING ( TO CEILING SPACE ) R2.3 'ANTICON 100' INSULATION TO ( RAKED CEILING ) 10mm PLASTER TO LOW CEILINGS 19mm LINING BOARDS TO RAKED CEILING

DOUBLE BRICK WALL CONSTRUCTION WITH 36mm TREATED PINE BATTES @ 450mm CTR's AND 19mm TIMBER ( CLADDING TYPE TBC BY OWNER )

BEAM OVER BY ENGINEER

SUSPENDED RONDO CEILING

3344 SIZE

GRADE

SPAN

SPACING

COMMENTS

BATTEN

35x90 F5 MGP10

IRON ROOF

TOP PLATE

90x45 F5 MGP10

TRUSS @ 900

STUDS

90x35 F5 MGP10

BOT PLATE

90x45 F5 MGP10

P-1 / P-6

TBC

SLAB TYPE & ALL POST FOUNDATIONS TO ENGINEERS SPECIFICATIONS ( REF SHEETS 7-11, 2/4/14 ENG NOTES )

450 -

STEEL POST IN BRICK WALL CAVITY REQUIRE 20mm CHASE INTO BACK OF BOTH BRICK FACE. ( POST SIZE BY ENGINEER )

ENGINEERS REVIEW

KING POST TRUSS

ENGINEERS REVIEW

EXPOSED CONNECTIONS

ENGINEERS REVIEW

344 STEP

3000

3688

bed 2

MEMBER

270

3000

270

2400 WINDOW HEAD

store

master

WARNING: POLISHED CONCRETE FLOOR

THE FINAL FINISH TO PROPOSED DWELLING FLOOR IS POLISHED CONCRETE EXTREEM CARE MUST BE TAKEN DURING CONSTRUCTION, SLAB SHALL BE FULLY COVERED AND PROTECTED THROUGHT ALL CONSTRUCTION. ANY WET AREA'S MUST HAVE A FULL NON SLIP GRIT FINISH APPLIED.

200mm GAL BOLT THROUGH MORTISE AND TENNON JOINT ( ENG TO CONFIRM )

ST RU T

FASCIA FLUSH WITH CLADDING

2/12 O COACH BOLTS BOLTS TO EXTEND THROUGH TRUSS PROVIDE MIN 3mm THICK 50x50 FLAT WASHER TO TOP OF TRUSS

T R U S S D E T A I L 1:10

D1 -

PLATES MIN 120mm WIDE BY 450mm x 2 FABRICATED T BRACKETS 10mm THICK MI N

REF ROOFING MANUAL FOR MORTISE AND TENNON JOINT CHECK OUT DEPTHS

T R U S S D E T A I L 1:10

90X90X5 SHS POST MIN 10mm CLEARANCE AROUND

D3 -

D4 -

E AND

ON JO TENN

INT

TIE BEAM 125 x 50 F7

150 x 75 PFC TO FINISH FLUSH WITH CLADDING

BLOCK TRUSS LATERALLY TO ADJACENT _ 100mm TRUSSES BACK < OFFSET FROM PLATE

TIMBER TRI- MOLD OVER EDGE OF PFC

150x12 PLATE 6mm CFW TO 90 SHS POST ( LENGTH TO SUIT )

BOLT BY ENGINEER

D5 -

T R U S S D E T A I L 1:20

IS MORT

150 x 75 PFC

B A S E P L A T E D E T A I L 1:5

MIN 120x210 BASE PLATE 16mm THICK 6mm CFW TO SHS POST 4/12 O CAST IN SLAB 16mm BELOW F.F.L TOP OF PLATE TO FINISH FLUSH WITH SLAB

P O S T D E T A I L 1:20

400

PLATES MIN 120mm WIDE 2No FABRICATED T BRACKETS 10mm THICK

250

CHECK OUT BACK FACE OF BRICK MIN 10mm CLEARANCE AROUND SHS POST

2/12 O x 150 HD BOLTS CAST IN SLAB 16mm BELOW F.F.L TOP OF PLATE TO FINISH FLUSH WITH SLAB

210

ISE

PROVIDE 100h x 250L 10mm PLATE BOLT THROUGH TRUSS 4/ 10 O/ G8.8 BOLTS MIN

120 30

T OR

TIE BEAM 125 x 50 F7

T R U S S D E T A I L 1:20

D2 -

360min

150

12mm PLATE MIN 100x210 6mm CFW PLATE TO POST

25 0

INT

N TE

A TISE

N JO

60 250

MOR

NNO D TE

No12 x 12 O BOLTS 10mm PLATE

KING POST 125 x 50 F7

TIE BEAM 125 x 50 F7

KING POST 125 x 50 F7

MIN

E AND

IS MORT

JOIN NNON

T AF

REF ROOFING MANUAL FOR MORTISE AND TENNON JOINT CHECK OUT DEPTHS

REQUIRE MIN 12 O BOLTS

MI 50

D6 -

COULD INCREASE VERTICAL TO 250x16 REF ENGINEERS NOTES 21/4/14

POST FROM KING POST TRUSS IS TO BE CUT AND WELDED IN PLATE CENTRALLY OVER T LINTEL

'Eltrak ' SYSTEM WITH FACE FIX CONNECTION TO PFC MAX 20mm GAP BETWEEN BARN DOOR AND WALL

DOOR TRACK DETAIL

D7 -

P O S T TO L I N T E L D E T A I L

D8 -

610

MODEL No: TYPE:AWNING /FIXED GLAZING: DOUBLE FRAME:TIMBER FIX HEIGHT: 2400

1500

MODEL No: TYPE:AWNING /FIXED GLAZING: DOUBLE FRAME:TIMBER FIX HEIGHT: 2400

MODEL No: TYPE:SLIDING BARN DOOR X 2 GLAZING: NIL FRAME:TIMBER FIX HEIGHT: TBC BY OWNER

INTERNAL DOORS

HINGED AND CAVITY SLIDE INDICATED ON FLOOR PLAN TYPE: STANDARD 820 GLAZING: NIL FRAME:TIMBER FIX HEIGHT: 2100

MODEL No: TYPE:FIXED WITH TWO TRANSOMS GLAZING: DOUBLE FRAME:TIMBER FIX HEIGHT: 2400

02/05

2450

MODEL No: TYPE:SLIDING DOOR X 2 GLAZING: DOUBLE WITH TWO TRANSOMS FRAME:TIMBER FIX HEIGHT: 2400

1500

1810

MODEL No: TYPE:FIXED WITH ONE TRANSOM GLAZING: DOUBLE SAFETY FRAME:TIMBER FIX HEIGHT: 2100

800

1600

MODEL No: TYPE:AWNING /FIXED GLAZING: DOUBLE FRAME:TIMBER FIX HEIGHT: 2400

MODEL No: TYPE:AWNING /FIXED GLAZING: DOUBLE FRAME:TIMBER FIX HEIGHT: 2100

3010

4000 2400mm 2100mm

WINDOW REMOVED

MODEL No: TYPE:AWNING /FIXED GLAZING: DOUBLE SAFETY FRAME:TIMBER FIX HEIGHT: 2100

1000

1500 2400mm 2100mm

1500

1600

1500

1600

2400mm 2100mm

MODEL No: TYPE:AWNING /FIXED GLAZING: DOUBLE SAFETY FRAME:TIMBER FIX HEIGHT: 2400

820

3010

TIMBER DOOR 2400 h

MODEL No: TYPE:AWNING /FIXED GLAZING: DOUBLE FRAME:TIMBER FIX HEIGHT: 2400

MODEL No: TYPE:HINGED DOOR GLAZING: DOUBLE WITH TWO TRANSOMS FRAME:TIMBER FIX HEIGHT: 2400

MODEL No: TYPE:SLIDING DOOR GLAZING: DOUBLE WITH TWO TRANSOMS FRAME:TIMBER FIX HEIGHT: 2400