Architecturals

Page 2

                                     Min. 50mm stepdown to
                                     entry




Additional smoke alarm
required




                         Min. 50mm
                         stepdown.


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Additional smoke alarm

required

 

 

Page 3

 

 

600

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

600
LoL 22630 Li
10270 | 2000 1 10360 L
90 90 70 90
‘L 5000 ? 5020 1, 2000 5020 L 5090 IL
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QBCC licence no 3996
PO BOX 852 CHILDERS QLD 4660

M:0412 786 330

E: [email protected]

70
mn 3930 ‘1000 ye 3820 1 11507 6490 70 P29 1000 1° 4020 ‘th 9090 |
ee | 5000 4 5110 k 6490 70 50,7800 0 4020 1400 3695 ye 3695 ".
0 5000 ? 13290 0 4000 $? 1500 1 7590 k
L 18450 Sp___210 “1000 9090 k
| 18450 | 4180 4 1500_1 7590 L
1. 2n7 L 2n7 "L 2n7 ' 2n7 i 2n7 a L 2n7 L 2m " 1400 ', 3695 iL 3695 y
L 22630 | 1500 1 7590 k
| L
REDUCED SCALE FOR DIMENSIONS ONLY DO NOT SCALE yoko, Trevor Roper
ay 4
T:07 41263110
RESIDENCE AT LOT 2 , 97 COOKS ROAD TINBEERWAH -( RB
% S
We

FOR D. ROSEBY AND A. COVEY

SGN NOS

DRAWING REFERENCE 20—556-—3

 

 

Page 4

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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tL 2717 190 2717 LL 2717 mn 2717 0 2717 mm 2717 nm 2717 100 2711 0° 1400 190 3695 LL 3695 0
/ 22630 4 1500 L 7590 kL
4 31720 1
yok Ro Trevor Roper QBCC licence no 3996
yS ao, PO BOX 852 CHILDERS QLD 4660
x a“
T:07 41263110 M:0412 786 330
RESIDENCE AT LOT 2 , 97 COOKS ROAD TINBEERWAH -( 2
B Ss E: [email protected]
YA

FOR D. ROSEBY AND A. COVEY

en nOo

DRAWING REFERENCE 20—556—4

 

 

Page 5

 

FRAMING SCHEDULE

WALLS — LOAD BEARING

90 x 35 studs at 450 centres not notched

2/90 x 35 top plates 90 x 45 bottom plate

Maximum rod tiedown spacing 1200

Solid bridging or slab under load bearing bottom plates
90 x 35 nogging at 1300 maximum centres

WALLS —- NON LOAD BEARING

70 x 35 studs at 450 centres, may be notched for bracing
70 x 35 top and bottom plates and nogging at 1300 max.
centres

where cavity sliding door units are fitted into non—load
walls, framing to be 90mm

All load bearing framing to be MGP12 seasoned softwood
Lintels E13LVL unless noted

Non loadbearing framing to be MGP10 seasoned softwood

All timber framing to be in accordance with AS 1684.3-1999
for W41 non- cyclonic ( N3 ) exposure

WINDOW SCHEDULE

 

SOUTH EAST ELEVATION

balustrade to comply with BCA
clause 3. 9. 2. 3

 

 

 

WINDOW SIZE TYPE COMMENT HEAD SIZE JAMB STUDS
Wi 2400x2400 Sliding door 2-240x45 E13LVL|3/90x35 MGP12
W 2 1500x2100 Sliding OXXO 240x45 EISLVL |2/90x35 MGP12

 

W3 | 2400x2700 | — Sliding OXX door |2—240x45 E13LVL|3/90x35 MGP12
w 4 | 2400x2700 | _ Sliding XX0 door |2—240x45 E13LVL|3/90x35 MGP12
W5 900x1200 Sliding = 130x45 E13LVL_ | 2/90x35 MGP12
W 6 900x600 Sliding - 90x45 E13LVL_ | 2/90x35 MGP12
Ww7 | 2100x1200 Sliding patio 150x45 E13LVL_ | 2/90x35 MGP12

 

 

sheet metal roofing on pressed metal
battens at 900 centres

Prefabricated engineer designed roof
trusses by specialist installed at 900

 

 

sheet metal roofing on pressed metal

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

W8 1500x2100 Sliding OXXO 170x45 E13LVL_ | 2/90x35 MGP12 centres to manufacturers specification battens at 900 centres
Ww9 1500x2100 Sliding OXXO 170x45 E13LVL_ | 2/90x35 MGP12 240x45 E13LVL rafters at 900 ctrs
W10 | 1500x2100 Sliding OXXO —_[2-240x45 ELSLVL| 2/90x35 MGP12 13° pitch
Wil 1500x2100 Sliding OXXO 240x45 E13LVL_ | 2/90x35 MGP12
W 12 1500x2100 Sliding OXX0 240x45 E13LVL_ | 2/90x35 MGP12
W 13 2100x900 d/hung = 150x45 E13LVL_ | 2/90x35 MGP12 SS
w14 | 450x1500 | adj gl Is = 130x45 ESLVL_| 2/90x35 MGP12 5
W 15 1500x1800 Sliding - 150x45 E13LVL | 2/90x35 MGP12 a 3S
W 16 2100x900 d/hung - 130x45 E13LVL_ | 2/90x35 MGP12 8
W 17 2100x900 d/hung = 130x45 E13LVL_ | 2/90x35 MGP12 wi
CONFIRM ALL HEAD SIZES WITH TRUSS MANUFACTURER FOR GIRDER LOADS = ~==~~~-------
WHERE FRAME IS FACTORY PRE-FABRICATED ALL TIMBER SIZES TO BE tut THT a rity
IN ACCORDANCE WITH MANUFACTURERS DESIGN AND CERTIFICATION an L¥s 1
LINING SCHEDULE
WALLS 10mm plasterboard generally
WR plasterboard to walls of bathrooms and laundry
6mm Villaboard to walls of showers SECTION
CEILINGS 10mm plasterboard throughout on 50 x 38 pine
battens at 450 centres
4.5 Versilux to all soffits on 50 x 38 Pine battens
at 450 centres. s.L. R Trevor Roper QBCC licence no 3996
& % P

° PO BOX 852 CHILDERS QLD 4660
T:07 41263110 M:0412 786 3350

Noe »

E: [email protected]

RESIDENCE AT LOT 2 , 97 COOKS ROAD TINBEERWAH “|
FOR D. ROSEBY AND A. COVEY Ge

S
Some = DRAWING REFERENCE 20—556-—5

 

 

Page 6

Condition surface water
drainage


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A
at
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NORTH EAST ELEVATION

N ORTH WEST ELEVATI ON Condition surface water

drainage

SOUTH WEST ELEVATION

Trevor Roper QBCC licence no 3996
PO BOX 852 CHILDERS QLD 4660

RESIDENCE AT LOT 2 , 97 COOKS ROAD TINBEERWAH | 07 #1293110 M0412 788 350
FOR D. ROSEBY AND A. COVEY DRAWING REFERENCE 20-5566

 

Page 7

Indicative only - refer to approved
engineering drawings


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2/240x45 E13LVL continuous bearer
2/M12 to 75x75x4 rhs posts

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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Page 8

 

Sheet metal roofing to manufacturers spec’n
pressed metal at 900 ctrs battens fixed to
rafters / trusses to mfrs spec’n

/ 30 x 0.8 looped strap

4/2.8 nails each end

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TERMITE RISK MANAGEMENT

Termite control to be in accordance with AS 3660.1
and BCA clause 3. 1. 3.

Monolithic concrete slab laid in accordance with
AS 2870.1 with 75mm exposed vertical concrete

 

edge for visual termite control.
rafters to top plate with
approved looped strap metal rhs posts set in concrete pads with both
prefabricated roof trusses ~ to mfrs spec’n ends sealed against termite ingress to give visual
900 centres \ termite control
I RS . . Any untreated timber posts, stairs and the like shall be set
a fix rafters to fascia beam 75 minimum clear of ground for visual termite control
10mm plasterboard to ceiling with approved joist hangers
on pressed metal battens at | to mfrs specn Any active nest containing economically significant termites
450 centres \ 4 gutter within the property boundaries up to a distance of 50000
| ) from the proposed building shall be eliminated prior to
10mm plasterboard wall lining— | 4.5 Versilux soffits construction. All timber offcuts, building debris and other
P 9 on metal battens at 450 ctrs materials such as cardboard and paper containing cellulose
AN : shall be removed from the site.
12mm anchor rods at 1200 maximum eee post with
centres and where indicated for sheet —_ / os Two approved notices shall be affixed to the dwelling as
bracing walls * required advising owners of the method of termite risk
| management used, and their ongoing responsibility for the
SN maintenance of the systems
1
1
joists to trimmers with
\ \ OL, approved Pryda joist
\ \ fie hangers
oe . a PP . se bearer to post with
joists to trimmers with +--+ 2/M12 bolt
approved Pryda joist | ton at he a aA? /MI2 bolts
angers to bearer . .
—"I __ set timber posts 75 min clear of
~ —_ 5 finished ground for visual
| ~~ LI termite control
Pi] Foil]
i i tt fEX | 50 x 8 galv U bracket 2/M12 bolt to base
poyotot i; \ of timber post and set 150 min into 350
i ym ie foe ote aime | || Sqare So sp conte pot Bea
| aye
concrete pad. NOTE footing is minimum ! H \ hy through bracket and carry down to within
. . . I \
required fr reuown and may be Increased | | ! \ NOTE footing is minimum required for tie-down
¥ Son test Engineer | EZ==53 | and may be increased by soil test engineer
Lo |
got Ro Trevor Roper QBCC licence no 3996
y ©, PO BOX 852 CHILDERS QLD 4660
Y - . .
RESIDENCE AT LOT 2 , 97 COOKS ROAD TINBEERWAH ): T:07 41263110 M:0412 786 350
= E: [email protected]

FOR D. ROSEBY AND A. COVEY ae Ss

DRAWING REFERENCE 20—556-8

 

 

Page 9

 

 

 

 

 

 

 

 

 

 

 

 

 

ply—900
5.4kn

5.4kn

 

 

 

ply-900

 

ply-900 J
5.4kn

 

 

 

 

ply-900

5.4kn

 

 

ply-900
o-4en

 

 

 

 

ply-900

REQUIRED — 40.3 kn
PROVIDED — 43.2 kn
5.4kn

 

 

ply—
5.4kn

steel x brace

 

 

 

 

 

 

 

 

 

 

 

 

 

 

REQUIRED — 58.4 kn
PROVIDED — 81.9 kn

SITE CLASSIFICATION

 

REGION B
TERRAIN CATEGORY 2.5
TOPOGRAPHICAL CLASSIFICATION 11
SHIELDING partial
WIND CLASSIFICATION N3
BRACING REQUIRED — FRONT BRACING REQUIRED — SIDE
74.8 sq m x 0.78 = 58.4 kn 40.3 sq m x 1.0 = 40.3 kn Trevor Roper QBCC licence no 3996

 

PO BOX 852 CHILDERS QLD 4660
T:07 41263110 M:0412 786 330

RESIDENCE AT LOT 2 , 97 COOKS ROAD TINBEERWAH “|
FOR D. ROSEBY AND A. COVEY %

°
“a
®
ys E: [email protected]

Some DRAWING REFERENCE 20—556-—9

 

 

Page 10

 

 

> > > > > > > > > >
46.0kn 46.0kn 46.0kn 46.0kn 46.0kn 46.0kn 46.0kn 46.0kn 46.0kn 46.0kn

>
> > > > a a a > 5 sy (6.0kn denotes 75x75x4 rhs
46.0kn 4$6.0kn 486.0kn “6.0kn “6.0kn “6.0kn “6.0kn “6.0kn “6.0kn 4 6.0kn posts less than 600
. . . . . . . . . . high giving 6.0kn resistance
each direction

WR5kn denotes 75x75x4 rhs
° posts less than 900

> > > > > > > > > > high giving 4.5kn resistance
4.5kn 4.5kn 4.5kn 4.5kn 4.5kn 4.5kn 4.5kn 4.5kn 4.5kn 4.5kn each Jrrection

> > > > > > > > > >
#4.5kn 4.5kn 44.5kn W4.5kn W4.5kn W4.5kn W4.5kn W4.5kn W4.5kn W4.5kn

REQUIRED — 87.8kn
PROVIDED — 232.5 kn

steel x brace
22.5kn

REQUIRED — 128.4 kn
PROVIDED — 210.0 kn

SITE CLASSIFICATION

 

REGION B

TERRAIN CATEGORY 2.5

TOPOGRAPHICAL CLASSIFICATION 11

SHIELDING partial

WIND CLASSIFICATION N3
BRACING eee — FRONT LOWER BRACING REQUIRED — SIDE LOWER got: Ro Trevor Roper QBCC licence no 3996
122.3 sq m x = 128.4 kn 70.3 sq.m x 1.25 = 87.8 kn oe &, PO BOX 852 CHILDERS QLD 4660

T:O07 41263110 M:0412 786 3350

RESIDENCE AT LOT 2 , 97 COOKS ROAD TINBEERWAH ° cM
FOR D. ROSEBY AND A, COVEY aa =e DRAWING REFERENCE 20-5561 0

w®

NY

 

 

Page 11

 

 

PLYBRACE AS 1684.2-1999

TABLE 8.18
h — Plywood

Plywood shall be nailed to frame using 30 x 2.8mm dia flathead nails or equivalent

For Method A,M12 rods shall be used at each end of sheathed section top

plate to bottom plate/floor frame. Method B has no rods but sheathing shall

be nailed to top & bottom plates and any horizontal joints at 50mm crs.
Horizontal butt joints permitted, provided nail
fixed to nogging at s = 150mm crs for
Method A, or s = 50mm crs for Method B

 

 

 

\ ft
EH
ST ht . s
YY
el tt
sti
Mt

a

Sheathed
panels shall
be connected | : 7 : 7 . 7
to subfloor [l............../., Joeeeeseeeeseeheed Jeeeeeeeeeeedheeeee
{ For Method A only,
M12 rod to top & bottom plate
each end of sheathed section
NOTE: For plywood fixed to both sides of wall, see Clause 8.3.6.5

 

 

 

 

 

 

Method A — M12 rods as shown plus a
13 kn capacity connection at 1200 max

centres

 

2 nailing plates ea. end M10 bolt
of bridging, legs not bent

with 6/2.8 nails ea. face

 

 

x

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

eS
eA
<n

 

 

 

100x50mm bridging

BRACING WALL TO FLOOR JOISTS piece on edge

RESIDENCE AT LOT 2 , 97 COOKS ROAD TINBEERWAH

   
  
   
 
 

  

 

 

 

 

 

 

 

 

 

 

 

Minimum plywood Bracing provide 1 frame anchor for
thickness (mm) Capacity ea. 3kN of bracing required
Stud (kN/m) in relevant wall
spacing Frame anchor
Stress (mm) (legs not bent)
grade 6/2.8mm nails
450 600 each face
F8 7 9
Fil 6 7
FI4 4 6
F27 4 45
Fastener spacing, s
(mm)
Top and Method
bottom plate A 6.4
- Method A 150 | Method .
= Method B 50 | 8 60 Bracing wall ——H4HH4H4H4HH
Vertical
edges 150
. TRUSS TO BRACING WALL
Intermediate 300
studs TRUSS PARALLEL TO BRACING WALL
r-— M10 bolt
Eth, ifn
It It
\ t NH \ dy NH
Viiv v Viv Vv
AA N ALA A
/ \ i \ / \ / \
BRACING WALL TO FLOOR JOISTS

FOR D. ROSEBY AND A. COVEY

 

double joist or 450mm long
full depth cleat nailed to
joist with 6/75x3.15mm dia. nails

75 x 50 cleat fixed
with M10 bolt

    
 
  
  
 
  

truss bottom chord

clearance at ~ss
truss deflection

anchor rod if
specified

TRUSS TO BRACING WALL
WALL AT RIGHT ANGLES TO TRUSS

bracing wall

    

2/30 x 0.8 galv straps, 4/2.8
nails each end for hardwood
5/2.8 nails for softwood

BRACING WALL TO EXTERNAL WALL

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Trevor Roper QBCC licence no 3996
PO BOX 852 CHILDERS QLD 4660

T:07 41263110 M:0412 786 330

NO @ 4

E: [email protected]

DRAWING REFERENCE 20—556—11

 

 

Page 12

 

 

 
   
 
 

2109dh

    
   
 
 
    
 
      

g-3.15
v-1.57
g-3.15
v-1.57 g-3.15
fit ceiling fan v-1.57

  

Q— 1.89) BY nnn nna apa nn nn nnn
v-0.94
area—25.0
g-9.54 0 Pestana
v—4.77
g-1.89 &
v-0.94 N

      
    
  

2424sqd 2427sqd 2427sqd
g-5.76 g-3.15 g-6.48 g-6.48
v-2.88 v-4.32 v—-4.32

     

: _ Dual flush toilets. This applies to new class 1 and sole occupancy units of a new class 2
BCA 3.12 ENERGY EFFICIENCY
building or where toilets are replaced in buildings of these classifications. A toilet must have
CLIMATIC ZONE 2 WALL. INSULATION a dual flush function, having a 4 star water efficiency labelling scheme ( WELS ) rating
R25 ired and be compatible with the size of the toilet bowl to allow for proper toilet functioning
ROOF INSULATION 8 ed ; scent Tanting. This anoh va te |
Selected cladding R value of materials 0.41 Energy efficient lighting. This applies to new class 1 buildings and sole occupancy units in
* iti ; class 2 buildings. Energy efficient lighting includes fluorescent and compact fluorescent lights.
RBM fitted to roof area . additional R 1.99 required to whole wall area It does not include incandescent or halogen lights. Compliance is achieved when energy
R 2.7 less RO.5 for roof with upper surface efficient lighting is used for at least 80% of the total number of internal light fittings installed
solar absorptance value of not more than 0.55
R value of roof and ceiling — R 0.53 details hereon to be subject to a BERS or similar
Fit R2.5 ceiling batts to whole house ceiling area report for energy efficiency got Ro, Trevor Roper QBCC licence no 3996
gS ° PO BOX 852 CHILDERS QLD 4660
y J a
T:O07 41263110 M:0412 786 330
RESIDENCE AT LOT 2 , 97 COOKS ROAD TINBEERWAH -( ):
z SE: ro drafting@bi d
S > per.ara Ing Igpond.com
FOR D. ROSEBY AND A. COVEY oes renee
ABIGN pO DRAWING REFERENCE