PROPOSED DWELLING COVER SHEET E T A300...than wall ties) in accordance with Table 4.1 of AS4773.1-2010 Masonry in Small Buildings, Part 1: Design suitable for an Environment Classification

SCALE: @ A3

FOR CONSENT

ADDRESS: 61 ANCHORAGE WAY, YARRAWONGA

CLIENT: NICK AND KAREN MULLAVEY

PROPOSED DWELLING COVER

SHEET

A300

DRAWN BY: SJTM

CHECKED BY: GPT

PART 3.1.1

Earthworks & excavations shall be as reasonably necessary to fulfill the intent of

the design. Excavations beyond the scope of these documents or in proximity to

title boundaries shall be referred to the relevant building surveyor for approval

prior to the commencement of work.

PART 3.1.2

Storm water, sub soil drainage and perimeter drainage shall satisfy NCC part

3.1.2 and AS/NZS 3500 and be conveyed to a legal point of discharge to the

approval of the local authority.

PART 3.1.3

Termites are widespread throughout Australia and termite protection is required

in building. Termite protection is to be in accordance with NCC Part 3.1.3 as well

as AS 3660- Termite Management and AS3660.1- New building work.

Cooperation and coordination between trades to ensure effective pest control

management. Take care of materials and ensure preparatory work is done prior

to commencement of work.

PART 3.2

Concrete footing and slab construction must be in accordance with, but not

limited to AS 2870 and NCC Part 3.2. Reference must be made to soil reports

and engineers details and specifications (where applicable). All concrete shall

be manufactured to AS3600 with a minimum of N25 grade to be used(unless

specified otherwise), with 20mm nominal aggregate size.

PART 3.3

All Masonry, inclusive of accessories, weatherproofing and mortar, must comply

with AS3700 and NCC part 3.3. Site characteristics must be taken into

consideration, such as wind loading and exposure to weather conditions. Damp

Proof Course and weep holes must be placed above the external finished

ground level, and not less than 75mm above ground surface if it’s sloping away

from masonry. Brick ties are to be all galvanised and generally applied in

600mm spacings, horizontally and vertically, and 300mm vertically at articulation

joints and openings.

PART 3.4

Timber Framing is to comply with AS1684 part 2 or part 4 unless specified

otherwise. If specified to a higher standard, the builder must not substitute any

systems without prior approval.

PART 3.4.1

Sub-floor ventilation is to be achieved by providing at least 6000mm2 clear

ventilation per lineal metre of wall length. Bearer ground clearance is to be

400mm minimum due to termite inspection.

PART 3.4.4.2

Steel Structures to be in accordance with AS4100, and exposed steelwork to be

hot dipped galvanised to 300g/m2, unless specified otherwise.

PART 3.5

All cladding, including roof, walls, gutters and downpipes must comply with NCC

part 3.5. Metal sheet cladding must take into account site characteristics and

comply to weathering characteristics of it’s location. Appropriate fastenings must

also be obeyed to, as to avoid corrosion and increase longevity.

PART 3.6

Glazing must comply with NCC part 3.6 as well as AS2047 and AS1288. The

builder must ensure windows are ordered to a suitable rating for wind loading

and human impact safety requirements. Certification is required for other glazing

types such as shower screens, skylights, balustrades, etc.

Generally, safety glazing is to be used in the following locations:

-All rooms: within 500mm vertical of finished floor level

-Bathrooms: within 1500mm vertical from bath base and within 500mm

horizontal of bath/shower doors.

-Laundry: within 20mm Vertical from finished floor level and or within 300mm

vertical of trough.

-Doorways: within 300mm horizontal from all doors.

Glass in doors must be Grade A safety Glazing.

All windows constructed on site must be in accordance with AS2047.

PART 3.7

Fire safety requirements must comply with NCC part 3.7 and all relevant Australian

Standards referenced therein.

PART 3.7.3

All heating appliances are to comply with any standard, industry practice or supply

authority requirement applicable to the appliance fuel.

-Open fireplaces to comply with NCC parts 3.7.3.2 & 3.7.3.3

-Fireplace inserts, accessories, and flues to comply with BCA 3.7.3.4 & AS2918

-Free standing Solid Fuel heating appliances in compliance with AS2918 and

NCC3.7.3.5 with necessary certificates to be supplied for any plumbing component of

installation.

PART 3.7.4

Bushfire protective construction, the proposed building must follow the appropriate

Bushfire Attack Level (B.A.L) construction requirements prescribed by NCC part 3.7.4

and AS3959, and details on working drawings. These requirements shall not be

deviated from without prior written approval of the relevant building surveyor.

PART 3.7.5

Smoke alarms to be installed to NCC part 3.7.5 and AS3786 and are to be placed on

plans and must be hard wired to the 240v supply system. Smoke alarms must not be

primarily battery operated, but must have a secondary battery back up that needs to

be replaced every 6 months.

PART3.8

PART 3.8.1

All wet areas to follow NCC part 3.8.1 and AS3740. In general, wall construction and

finishes must be adhered to a height of 1800mm above shower enclosures, 150mm

above baths, basins, sinks and troughs if within 75mm of the wall. Floors within

1500mm of a bath or shower shall be impervious. Within the NCC part 3.8.1, there are

many construction diagrams, details and tables that are considered normal trade

practice, and may not be specifically detailed in this drawing set.

PART 3.8.3

Where the distance from any toilet bowl to any part of a door is less than 1200mm, the

door shall open outwards, be a sliding door or be fitted with lift-off hinges.

PART 3.8.4

All habitable rooms shall have natural lighting > 10% of the floor area.

PART 3.8.5

All habitable rooms shall have natural ventilation > 5% of the floor area.

PART 3.8.7

Condensation control measures are to be implemented in the building to comply with

NCC part 3.8.7.2

Pliable membrane to be in accordance with AS/NZS4200.1

Installation to be in accordance with AS/NZ4200. 2

Pliable membrane to be vapour permeable on homes in climate zone 6, 7 & 8

Or homes clad in lightweight cladding where vapour permeable membrane is

recommended by the cladding manufacturer

Part 3.8.7.3

Installation of exhaust fans must comply with NCC part 3.8.7.3

Bathroom, en-suite and WC exhaust fans must have a min flow rate of 25l/s.

Kitchen range hood and laundry exhaust fan must have a min flow rate of 40l/s and

must be ducted to the outside and not discharge in the roof space.

PART 3.9

Stairs and balustrades are to be built where shown in this drawing set and to details

specified. Requirements are to follow BCA part 3.9 and AS1657.

Step sizes (other than for spiral stairs) to be: Risers (R) 190mm maximum and 115mm

minimum

Going (G) 355mm maximum and 240mm minimum

2R + 1G = 700mm maximum and 550mm minimum with less than 125mm gap

between open treads.

All treads, landings and the like to have non-slip finish or suitable non-skid strip near

edge of nosing.

OH & S

OH&S- It is the responsibility of the Builder and the Owner to make themselves

aware of their responsibilities and obligations under respective Occupational Health

& Safety provisions such as:

-Workcover, Asbestos, Health Act, access to PPE, etc.

NCC BUILDING CLASSIFICATION

CLASS:1A

SITE ENVIRONMENT DESIGN INFORMATION

Site Classification

Site classification as Class: 'P'

Soil classification as Class: 'H1-D'

Refer to soil profile and existing site conditions.

By: TAYLOR CONSULTING ENGINEERS

Design Gust Wind Speed / Wind Classification

Building tie-downs to be provided in accordance with AS1684-2006 for an assumed design gust wind speed / wind classification

of N3 (subject to confirmation on site by Relevant Building Surveyor at first inspection) refer to AS1684 for construction

requirements.

B.A.L. LOW

Climate Zone

Climate zone for thermal design / thermal performance assessment : Zone 4

Corrosion protection of built-in structural members

Provide corrosion protection of built-in structural steel members such as steel lintels, shelf angles, connectors, accessories (other

than wall ties) in accordance with Table 4.1 of AS4773.1-2010 Masonry in Small Buildings, Part 1: Design suitable for an

Environment Classification of LOW

Corrosion protection for sheet roofing

Provide corrosion protection for sheet roofing in accordance with BCA Table 3.5.1.1a suitable for an Environment Classification

of LOW.

GENERAL NOTES (NCC 2019 Vol 2)

- In these notes and drawing set any reference to the BUILDER shall

mean the builder, owner-builder or sub-contractor/trade responsible

for a particular component of the building project.

- Figured dimensions take precedence over scaled dimensions. The

Builder and Subcontractors shall check and verify all dimensions,

setbacks, levels and specifications and all other relevant

documentation prior to the commencement of any works. Report all

discrepancies to this office for clarification.

-All materials and work practices shall comply with, but not limited to

the Building Regulations 2018, National Construction Code Series

2019 Building Code of Australia Vol 2 and all relevant current

Australian Standards (as amended) referred to therein.

-All materials and construction practice shall meet the Performance

Requirements of the NCC. Where an alternative solution is proposed

then, prior to implementation or installation, it first must be assessed

and approved by the Relevant Building Surveyor as meeting the

Performance Requirements of the NCC.

-The NCC and all Australian Standards are MINIMUM practices, and

not necessarily best design solutions. They often use a Deemed to

satisfy approach, and therefore there are better building solutions that

exist. If something in this drawing set has been specified to exceed

the NCC or Australian Standards, do not compromise for quality.

-These plans have been prepared for the exclusive use by the client

of TAYLOR DESIGN GROUP (The Designer)for the purpose

expressly notified to the designer. Any other person who uses or

relies on these plans without the designer’s written consent does so

at their own risk and no responsibility is accepted by the Designer for

such use and/or reliance.

Section 1 Part A4

A reference in the NCC to a document refers to the edition or issue

and any amendment listed in Schedule 4 of the NCC 2019 Vol. 2.

The following are some(but not all) NCC Referenced Documents in

Schedule 4 that the Builder may need to be aware of:

AS 1288 - Glass in Buildings - Selection and Installation.

AS 1428.1 2009- Design for access & mobility

AS/NZS 1562 - Design & Installation of sheet Roof and Wall Cladding

(Parts 1 to 3)

AS 1684 - Residential timber framed construction - Part 2 Non-

Cylconic areas or Part 4 Simplified non-cyclonic.

AS 1720- Timber Structures(There are five parts, 1990-2010)

AS 1859.1 2004- Particleboard

AS 1859.2 2004- Dry Processed Fibreboard.

AS 1860 - Installation of particlEboard flooring

AS 1926 - Swimming Pool Safety - Part 1, Fencing for swimming

pools & Part 2 Location of fencing for private swimming pools.

AS 2047 - Windows in Buildings - Selection & Installation.

AS 2050 - Installation of Roof Tiles & AS2159

AS 2870 - Residential Slabs & Footings - Construction

AS/NZS 2904 - Damp-proof courses and flashings

AS/NZS 3500 - National Plumbing & Drainage Code, Part 3.2

Stormwater drainage acceptable solutions, Part 5 2000, Domestic

Installations.

AS 3623 - Domestic Metal Framing.

AS 3660 - Termite Management Part 1 New building works

AS 3700 - Masonry Structures No. 10

AS 3740 - Waterproofing of wet areas in residential buildings.

AS 3786 - Smoke Alarms

AS 3798 - Guidelines for earthworks for commercial & residential

developments

AS 3959 - Construction of building in bushfire-prone areas

AS 4055 - Wind loads for housing.

AS 4145- Locksets and Hardware for doors.(There are 4 parts

2001-2008)

AS 5039- Security screen doors and window Grilles.

AS 5040- Installation of security screen doors and grilles.

AS 4226 – Guidelines for safe housing design

DRAWING LIST

No. Sheet Name Rev Date

A300 COVER SHEET 28/04/2021

A301 SITE & ROOF PLAN 28/04/2021

A302 FLOOR PLAN 28/04/2021

A303 SOUTH & EAST ELEVATIONS 28/04/2021

A304 NORTH & WEST ELEVATIONS 28/04/2021

A305 PERSPECTIVES 28/04/2021

A306 SECTION A-A 28/04/2021

A307 LIGHTING PLAN 28/04/2021

7 m

12 m

15.95 m

265° 48' 00"4.59 m

267° 29' 00"

82

.40 m

17

9° 2

6' 0

0"

21.00 m

82° 18' 23"

79

.70 m

35

9° 2

6' 0

0"

EASEMENT

1 m

2 m

D.P.

D.P.

D.P.

D.P.

D.P.

D.P.

D.P.

D.P.

D.P.

D.P.

D.P.

100m

m Ø

UP

VC

PIP

E

100m

m Ø

UP

VC

PIP

E

100mm Ø UPVC PIPE

100m

m Ø

UP

VC

PIP

E

STORMWATER DIVERTED TO

LEGAL POINT OF DISCHARGE

100mm Ø UPVC PIPE

FUTURE 10m x 3m SWIMMING POOL

10°

10°

10°

5°

5°

5°

5°

D.P.

D.P.

D.P.

D.P.

D.P.

D.P.

D.P.

D.P.

D.P.

D.P.

D.P.

7 m

12 m

15.95 m

265° 48' 00"

4.59 m

267° 29' 00"

82

.40 m

17

9° 2

6' 0

0"

21.00 m

82° 18' 23"

79

.70 m

35

9° 2

6' 0

0"

EASEMENT

1 m

2 m

20.86 m78° 46' 00"

37 m

LAKE MULWALA HIGH WATER MARK CLOSEST

POINT APPROX 107m IN THIS DIRECTION

PROPOSED SWIMMING POOL

PROPOSED DWELLING

PROPOSED GARAGE

This document is copyright protected and may only be used for the purpose for which it was intended. Unauthorised use is strictly prohibited.

SCALE: As indicated @ A3

FOR CONSENT

FOR CONSENT

NICK AND KAREN MULLAVEY

61 ANCHORAGE WAY, YARRAWONGA

SITE & ROOF PLAN

A301

DRAWN BY: SJTM

CHECKED BY: GPT

REV. DESCRIPTION DATE

7 FOR CONSENT 20/04/2021


1 : 200

SITE PLAN

1 : 200

ROOF PLAN

TITLE PARTICULARS

LOT 4

61 ANCHORAGE WAY

PS524456

AREA: 1660m2

1 : 500

TITLE PLAN

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gua

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igh

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we

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rm

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UP

F.P.

D.W.

W.M

.

ENSUITE

W/C

P'DR BATH. 1.

W.I.P.

KITCHEN

BED. 4.

BATH.2

P'DR

CENTRAL HALLWAY

W.I.R.

BED. 3.

BED. 2.

W.I.R.

MASTER BED.

GARAGE

OUTDOOR

ENTERTAINING

ENTRY

240

W.I.

R.

4000

90D

ININ

G

5590

90L'

DR

Y/W

.I.P

.

4400

240

90

L'D

RY

4400

240

1000

90

GARAGE

1300090

BED.4

300090

BATH. 2

270090

L'DRY

240090

W.I.P.

190090

KITCHEN

600090

240W.I.R.

1800

90BED.3.

350090

BATH.1.

2700

90P'DR

1000

90BED.2.

3500

90W.I.R

1800

90W/C

900

90ENSUITE

2000

90W.I.R.

3000

90MASTER BED

4150

90

13180164505000

1565

0

240

BA

TH

. 1.

4000

90H

ALL

1500

90S

TU

DY

4000

90B

ED

. 4.

4400

240

1760

0

LINEN

DININGLIVING

3740

6180

90

7500

90

240

MA

ST

ER

BE

D.

4000

90

HA

LL

1500

90

KIT

CH

EN

& L

IVIN

G

9490

240

W.I.R.

240LIVING

5000

90STUDY RETREAT

5040

90LINEN

2400

90DINING & LIVING

12000

90

1500

LIVING

2860

90

1500

L'DRY B.I.R

.S

TO

RE

ST

OR

E1500

STUDY

1500

1100

1090

W13

D 120001

D 332004

D 92005

D 82007

D 82006

D 92013

D 82019

D 82020

D 550025

D 250026

W17

W16

D 82021

D 82018

D 82017

D 82003

D 82015

D 82014

D 82008

D 82009

D 82010

W06

W07

W05

W04

W08

D 72011

D 82012

W09

W10

D 82016

W11

W12

D 400002

W13

W14

W15

D 200024

D 104022

D 104023

W01

W02

W03

AA

RAKED CEILING

RAKED CEIL

ING

RAKED CEILIN

G

BU

LKH

EA

D

BU

LKH

EA

D

BULKHEAD

90H

ALL

1200

90LI

NE

N

2710

90

1200

sd sd

sd

240

EN

S.

2310

90

W/C

1600

90

140mm STEP-DOWN TO GARAGE

100mm STEP DOWN IN STRUCTURAL SLAB IN WET AREAS, ALLOWING FOR 100mm WATERPROOF CONCRETE SCREED

sd- SMOKE DETECTOR


SCALE: 1 : 100 @ A3

FOR CONSENT

FOR CONSENT



FLOOR PLAN

A302

DRAWN BY: SJTM

CHECKED BY: GPT




1 : 100

FLOOR PLAN

AREA TOTALS

DWELLING 341 m²

GARAGE 101 m²

OUTDOOR ENT. 48 m²

TOTAL AREA: 3 490 m²

DOOR SCHEDULE

NO.. TYPE WIDTH HEIGHT GLAZING FRAME

14 INTERNAL HC CAVITY SLIDER 820 2100 N/A E.JAM

15 INTERNAL HC TIMBER DOOR 820 2100 N/A E.JAM







22 2/520 CUPBOARD DOOR 1040 2100 N/A E.JAM


24 SLIDING ROBE PANELS 2000 2100 N/A ALUMINIUM

25 GARAGE ROLLER DOOR 5500 3000 N/A ALUMINIUM


DOOR SCHEDULE


01 FRONT PIVOT DOOR 1200 2400 D/GLAZED TIMBER

02 SLIDING STACKER 4000 2400 D/GLAZED ALUMINIUM

03 EXTERNAL GLASS DOOR 820 2400 D/GLAZED ALUMINIUM

04 2/820 HC CAVITY SLIDER 3320 2100 N/A E.JAM

05 INTERNAL SLIDING BARN DOOR 920 2400 N/A N/A









NOTE: DOOR & WINDOW SIZES ARE NOMINAL. BUILDER TO

CONFIRM ACTUAL SIZES WITH WINDOW MANUFACTURER

F.F.L. 228.37 m

S.P. 231.37 m

R.H. 234.11 m

10°

10°

5°5°

600

600

600

VERTICAL COLORBONDENSEAM 'MONUMENT'

RECLAIMED RED PRESSEDBRICKS

CUSTOM ORB GALV. IRON(TREATED) CLAD

VERTICALLY


W 01W 02W 03

D

1200

01

W 04

140mm STEP DOWN IN

GARAGE SLAB FROM F.F.L

C.L. 231.07 m

F.F.L. 228.37 m

S.P. 231.37 m

R.H. 234.11 m

450450

450

450

5000

450

5°

5°

5° 5°


VERTICALLY



CUSTOM ORB GALV. IRON(TREATED)


W 19 W 20W 21 W 22 W 23 W 24

W 17 W 16

D

820

03W 15

W 14

950

A

A

140mm STEP-DOWN IN

GARAGE SLAB FROM F.F.L


SCALE: 1 : 100 @ A3

FOR CONSENT

FOR CONSENT



SOUTH & EAST

ELEVATIONS

A303

DRAWN BY: SJTM

CHECKED BY: GPT




1 : 100

SOUTH ELEVATION

1 : 100

EAST ELEVATION

DOOR SCHEDULE















DOOR SCHEDULE















WINDOW SCHEDULE

NO. TYPE WIDTH HEIGHT H/HEIGHT GLAZING FRAME MATERIAL

01 AWNING 600 2000 2400 D/GLAZED ALUMINIUM



04 HOR.SLIDING 2400 600 2400 D/GLAZED ALUMINIUM


06 HOR. SLIDING 2000 800 2400 D/GLAZED ALUMINIUM





11 FIXED 1200 4000 D/GLAZED ALUMINIUM



14 FIXED 1400 2100 3000 D/GLAZED ALUMINIUM





19 FIXED- CLERESTORY 1800 600 5100 D/GLAZED ALUMINIUM

20 AWNING- CLERESTORY 1800 600 5100 D/GLAZED ALUMINIUM







C.L. 231.07 m

F.F.L. 228.37 m

S.P. 231.37 m

R.H. 234.11 m

10°

10°

10°

CUSTOM ORB GALV. IRON(TREATED)


RECLAIMED RED PRESSEDBRICKS CUSTOM ORB GALV. IRON

(TREATED) CLADVERTICALLY

2950

450


450

450

W 05

W 06W 07

W 08

W 09

A

A2950

1600

C.L. 231.07 m

F.F.L. 228.37 m

S.P. 231.37 m

R.H. 234.11 m 10°

10°5°

5°

450

600750

600


RECLAIMED RED PRESSEDBRICKSVERTICAL DRESSED

HARDWOOD


VERTICALLY


W 11

W 12

W 18

W 13W 10

D

4000

02

D

2500

26


SCALE: 1 : 100 @ A3

FOR CONSENT

FOR CONSENT



NORTH & WEST

ELEVATIONS

A304

DRAWN BY: SJTM

CHECKED BY: GPT




1 : 100

WEST ELEVATION

1 : 100

NORTH ELEVATIONDOOR SCHEDULE















DOOR SCHEDULE















WINDOW SCHEDULE

NO. TYPE WIDTH HEIGHT H/HEIGHT GLAZING FRAME MATERIAL














14 FIXED 1400 2100 3000 D/GLAZED ALUMINIUM














SCALE: @ A3

FOR CONSENT

FOR CONSENT



PERSPECTIVES

A305

DRAWN BY: SJTM

CHECKED BY: GPT



8 FOR CONSENT 28/04/2021KITCHEN PERSPECTIVE

NORTH-EASTERN PERSPECTIVE

NORTHERN PERSPECTIVE

SOUTHERN PERSPECTIVE

C.L. 231.07 m

F.F.L. 228.37 m

R.H. 234.11 m

10°

5°

DETAIL 1

GALV. IRON BARGE CAPPING

GALV. IRON FLASHING

4mm PAINTED FIBRE CEMENT SHEETING

COLORBOND ENSEAM WALL CLADDING VERTICALLY CLAD, 'MONUMENT'

'ENVIROSEAL' BY BRADFORD

COLORBOND FLASHING

DOUBLE GLAZED CLERESTORY WINDOW

CUSTOM ORB GALV. IRON ROOF CLADDING (TREATED)

4mm PAINTED CEMENT SHEETING

COLORBOND ENSEAM 'MONUMENT'

96mm TOP HAT APPLIED TO 90mm

STUD FRAME WALL

'FASTFLASH' BY DEKS, ADHESIVE RUBBER COATED FLASHING MATERIAL

'GLARESHIELD' BY AIRCELL, ROOF SARKING

COLORBOND FLASHING

90mm x 45mm MGP10 ROOF BATTENS @900mm MAX. CENTRES

240mm x 42mm LVL15 RAFTERS

R5.0 CEILING INSULATION

COLORBOND FLASHING

COLORBOND FLASHING

'ENVIROSEAL' BY

BRADFORD VAPOUR

PERMEABLE,

WATERPROOF MEMBRANE

16mm FURRING

CHANNELS @ MAX.

500mm CENTRES10mm PAINTED PLASTERBOARD

RECLAIMED RED PRESSED BRICKS

'ENVIROSEAL' BY BRADFORD, VAPOUR

PERMEABLE, WATERPROOF MEMBRANE

R2.5 WALL INSULATION

90mm STUD FRAME WALL BUILT IN

ACCORDANCE WITH AS 1684

SLAB TO ENGINEERING DETAILS & SPECIFICATIONS

90mm PARTITION STUD WALL TO

2700mm HEIGHT WITH POSSIBLE

VENETIAN PLASTER FINISH- BUILDER

TO CONFIRM FINISHES WITH CLIENT

W 10

W 11

W 12

D

4000

02

W 18

W 13

WEEP HOLE- WEEP HOLES MUST BE

PLACED AT NO MORE THAN 1200mm

CENTRES. WEEP HOLES MUST REMAIN

OPEN AND CLEAR, WITH NOTHING

OBSTRUCTING THEM.

WALL TIES TO BE PLACED EVERY

400mm MAX. VERTICALLY AND 600mm

MAX. HORIZONTALLY

'ENVIROSEAL' BY BRADFORD. ENSURE

BUILDING WRAP COVERS EXTERNAL

SIDE OF FLASHING TO ENSURE ANY

WATER IN CAVITY CAN RUN OUT WEEP

HOLES

FLASHING- ENSURE NO MORTAR FALLS

BEHIND BRICKWORK AND ONTO

FLASHING- OBRSTRUCTING WATER

DRAINAGE TO WEEP HOLES

120

90160

10mm PAINTED PLASTERBOARD

90mm TIMBER FRAME WALL BUILT

IN ACCORDANCE WITH AS1684

R2.5 WALL INSULATION

CONCRETE SLAB TO ENGINEERING

DETAILS & SPECIFICATIONS100


SCALE: As indicated @ A3

FOR CONSENT

FOR CONSENT



SECTION A-A

A306

DRAWN BY: SJTM

CHECKED BY: GPT




1 : 50

SECTION A-A

1 : 20

DETAIL 1- BRICK VENEER TO FLOOR DETAIL