NOTES 1. Areas are in square metre. 2. Do not scale from this drawing. 3. Builders responsibility to check existing structure is

DRAWING REGISTER: as assumed existing structure. 4. All works in accordance with structural engineer

NR TITLE SCALE drawings, comply with current building code of Australia and Australian standard.

S. The contractor has to ensure that this drawing is

A1.01 Existing - Site Plan & Images M 1:200 read in conjunction with all relevant architectural,

A2.01 Planning - Site Plan M 1:200 structural, hydraulic, mechanical and electrical documentation and to coordinate between trades

Planning - Roof Plan M 1:100 prior to commencement of work. Any discrepancies

A2.02 Planning - Floor Plan M 1:100 shall be brought to the attention of the designer for clarification.

Planning - Electrical Plan M 1:100 6. All Sub-contractors to check dimensions & notes A2.03 Planning - Section M 1:100 prior to initiating works, any discrepancies to be

Planning - Elevation M 1:100 notified to the Site Supervisor without delay.

A2.04 Door and Window Schedule M 1:50 7. All roof storm water run-off to be connected by

builder as per the council's requirements.

Details M 1:20 8. The contractor shall mark "superseded" on all drawings for which a revision has been issued.

9. Contractor shall manage and be responsible for all coordination with required sub trades.

I \•

---:T;

qp

I

View from lane way into north direction View from lane way into south direction View from lane way into east direction

— REV DATE DESCRIPTION DWN

LOT 1 4 7 3 4 — - tel 1300923369

- 4 3 mail lnfo@k3studio.net - - -

web www.k3studio.net

PLANNING APPROVAL Residence G r a s s e ' PROJECT TITLE/CLIENT

I . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

-

- area 41,

125A SHAKESPEARE STREET Pool Eectr Shakespeare MOUNT HAWTHORN WA

L a n w a y rr etre box I 1 / . Street

I' DRAWING TITLE

\ - Shed

—

-

Driveway "Grassed EXISTING SITE PLAN & 125A

p 1 h area IMAGES

LOT 148 - - - LOT 149 DRAWN DATE

KB 28/10/2018 5.00 8.42 23.10 5.08 N CHECKED SCALE

DL 1:200/A3 36.60 I DRAWING NUMBER REVISION

SITE PLAN A1.01 0 This drawing is the copyright of K3studio Pty Ltd & shall not be retained, copied, used or transmitted without prior written permission of the copyright owner.

NOTES 1 . A r e a s a r e i n s q u a r e metre.

I I 2 . D o n o t s c a l e f r o m t h i s drawing.

I 3 . Builders responsibility to check e x i s t i n g s t r u c t u r e is

as assumed existing structure.

I 4 . A l l w o r k s i n a c c o r d a n c e w i t h s t r u c t u r a l engineer - d r a w i n g s , c o m p l y w i t h c u r r e n t b u i l d i n g c o d e of

. . LOT 147 A u s t r a l i a a n d A u s t r a l i a n standard.

34' / / - - -

-

. :

. 5. The c o n t r a c t o r h a s t o e n s u r e t h a t t h i s d r a w i n g is - .

. r e a d i n c o n j u n c t i o n w i t h a l l r e l e v a n t architectural,

,

. . s t r u c t u r a l , h y d r a u l i c , m e c h a n i c a l a n d electrical

.

H

. d o c u m e n t a t i o n a n d t o c o o r d i n a t e b e t w e e n trades

p r i o r t o c o m m e n c e m e n t o f w o r k . A n y discrepancies

Grassed" s h a l l b e b r o u g h t t o t h e a t t e n t i o n o f t h e d e s i g n e r for

X H s e

_ _ - I ç clarification

- a r e a

6 A l l S u b c o n t r a c t o r s t o c h e c k d i m e n s i o n s & notes I , . .-, , : 1 c t r . S h a k e s p e a r e p r i o r t o i n i t i a t i n g w o r k s , a n y d i s c r e p a n c i e s t o be

L a n w a y - — i tiles n t r e b o x .

' S t r e e t n o t i f i e d t o t h e S i t e S u p e r v i s o r w i t h o u t delay.

7 . A l l r o o f s t o r m w a t e r r u n - o f f t o b e c o n n e c t e d by

b u i l d e r a s p e r t h e c o u n c i l s requirements.

G a r a g e -.-_--

D r i v e w a y F q o t G r a s s e d 8 . T h e c o n t r a c t o r s h a l l m a r k " s u p e r s e d e d ' o n all

-

/

C o l o r b o n d r o o f J - p t h a r e a d r a w i n g s f o r w h i c h a r e v i s i o n h a s b e e n issued.

- 125A 9 . C o n t r a c t o r s h a l l m a n a g e a n d b e r e s p o n s i b l e f o r all

.......J 3 3 - _ I I I L O T 1 4 8 c o o r d i n a t i o n w i t h r e q u i r e d s u b trades.

- 1 0 . T e r m i t e c o n t r o l : T e r m i t e p r o t e c t i o n o f a l l primary

building elements used for construction of this L O T 1 4 9

b u i l d i n g w i l l c o n s i s t e n t i r e l y o f , o r a c o m b i n a t i o n of,

5 . 0 0 .001. 6 . 4 6 9 0 2 3 . 1 0 5 0 8 N

m a t e r i a l s c o n s i d e r e d n o t s u b j e c t t o t e r m i t e attack.

•I S p e c i f i c a l l y , a l l t i m b e r s u s e d i n t h i s d w e l l i n g w i l l be

p r e s e r v a t i v e t r e a t e d i n a c c o r d a n c e w i t h A S 3660.1 3 6 . 6 0

I a n d w i l l c o m p l y w i t h l a t e s t r e v i s i o n o f t h e BCA.

I . - . .

S I T E PLAN

CD

.2 tree to be protected and retained during construction

R E V D A T E D E S C R I P T I O N DWN

tel 1300923369 L a n e w a y p m a i l lnfoi

web www.k3studio.net

/ I House \ S \

CROSSOVER NOTES 1. The thickness of the concrete shall be minimum

P L A N N I N G APPROVAL

I I 1 Roof tiles / / 150mm.

/ ../ 2. All c o n c r e t e u s e d s h a l l d e v e l o p a m i n i m u m P R O J E C T TITLE/CLIENT

/ G a r a g e / /

c o m p r e s s i v e s t r e n g t h a s p e r e n g i n e e r s r e q u i r e m e n t s 125A SHAKESPEARE STREET Ln

I / and shall give minimum strength with maximum M O U N T H A W T H O R N WA / I

' . . . . 0 0 r u o n u roof / s l u m p o f 5 0 m m w i t h t h e a d d i t i o n o f a h i g h early r i t L u l i FI I IFI 3 /

/ I s t r e n g t h additive.

3. F i n i s h s h a l l b e o b t a i n e d b y s c r e e d i n g t o c o r r e c t D R A W I N G TITLE

._ - . . . - _L___.._—" l e v e l s a n d w o o d f l o a t i n g a n d b r o o m i n g t o p r o v i d e a SITE PLAN & / I ' - - - - . - I n o n - s l i p d e n s e surface.

4. Joints shall be made in the f o r m o f p l a i n d u m m y ROOF PLAN construction joints and finish with an approved

n s u r e f l a s h i n g c o v e r s t h e j o i n t i n g t o o l a s f o l l o w s a l i n e a n d parallel 17~ / sides of the brick work - the property l i n e j u n c t i o n D R A W N DATE

/

- t h e k e r b l i n e f a c e KB 28/10/2018

5. The expansion jointing Strip IS p l a c e d b e t w e e n the CHECKED SCALE i n t e r n a l d r i v e w a y a n d t h e v e h i c l e crossover

5.00 mm. 6.46 —1.50 '

5. The expansion jointing strip is placed between new 1.00

' '

c r o s s o v e r a n d a n y f u l l y m o u n t a b l e k e r b DRAWING NUMBER REVISION 8.96 ROOF PLAN 6. Return kerbing to match existing kerbing and A2.01 0

returned longitudinally to the kerb on a i m radius This drawing is the copyright of K3studio Pty Ltd & shall not be retained, copied, used or transmitted without prior written permission o f the copyright owner.