ECM_22181010_v1_Cer22 3229 - Plans - 1 21 Parkedge Rd Sunshine Bch · 51988.2740.01

Document Set ID: 22181010
Version: 1, Version Date: 21/11/2022


[OCR of page images]
 

 

ent Set ID: 22181010

 

 

 

 

 

 

2YIG AT 100 cRS_.
(AID 2D)

 

ALL TRIMMERS

 

 

 

 

 

 

 

 

 

 

 

. 2v/e x 1200 ig
100 5.06 r errs
FE2 FABRIC |
3O TOP COVER _ _ / eve _
OO RAT WALL ~ (LAID 2/0)
600 WTO WSL /
200. SOK.
FEE FABRIC (30 JOP COVE)

 

(00 RAT UAL
600 K/TO MSL

  
 
     
    

FCE2 FABRIC
30 72P aver ~

 

THROUSHOUT-

SOO RAT WALL

 

 

J ISOLATION.

 

 

 

 

 

 

 

 

 

 

 

 

CARPARK TO BE

 

 

 

  

 

 

 
 
 
 

 

 

  

 

 

  

F292 TOP & BOTTOM -

3V/G AT 100 ces.

N RS \
8 ge YOUN T- (AIO 2x0) ~ —
WALL TO ARCHE. 8h '
wes (c’
\ 1 «

ist_ FLOOR SLAB LAYOUT

  
 

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to ome
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(LAID 2/0)

 

SPEED BRACE ROOF
BRACING BETW/EEM
~ROOF BATTEMWS AUO

TRUSS TOP CHORDS

4 NAILS AT ELJOS AUO
2NALS AT TIMBER
MWTERSECTIOMS ALID LAPS.

 
 
 
 
 
  

2Y/G © 100cRS
~ (4LA/O0 2D)

 

eve

3Y/G AT /CO ces

~ (A/D 2k/2)

TRUSSES 70 BF PERFORKTAMCE
TRUSSES AT SOO ces. r7vAx

ROOF FRAMING LAYOUT

 

 

 

 

 

  
    

 

 

 

 

 

 

 

NOTES
CONCRETE
ALL WORKMANSHIP TO A.S. 3600

ELEMENT EC MAX MAX
(MPa) SLUMP (mm)

 

FOOTINGS 20 80 20

SLAB ON GROUND = 25 80 20

SUSPENDED SLAB 25 80 20

INTERNAL

BALCONIES 32 80 20 i
(SUSPENDED) {

CONCRETE FOR FOOTINGS AND SLABS TO BE THOROUGHLY COMPACTED
WITH VIBRATORS.

COVER
SLABS ON GROUND 30 mm

BEAMS INGROUND 65 mm

SUSPENDED SLABS (INTERNAL) 30 mm

SUSPENDED SLABS (BALCONIES) 40 am

+ EXPOSED CORNERS AND EDGES TO HAVE 20 mm FILLET OR cuawrer,®
~ ALL CONCRETE SURFACES SHALL BE CUREO FOR 14 DAYS,

- WHERE CONCRETE BEAM ON MASONARY SUPPORTS CONCRETE SHALL BE
SEPARATED THEREFROM WITH 2 LAYERS OF "SUPER-ALCOR

REINFORCEMENT

= "ALL REINFORCEMENT SHALL BE COLD WORKED DEFORMED "Y¥" TO
AS, 1302,

= HARDRAWN FABRIC TO A.S, 1302

REINFORCEMENT LAPS

iz 400 “ma,
116 550 mn
MESH 225 mm

UNLESS SHOWN OTHERWISE

8

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

FOUNDATIONS
Roo! Trusses
AVILA Rf Tre
ALL FOOTINGS SHALL BE FOUNDED ON MATERIAL HAVING A MINIMUM
SPECIFIED Design and construct the roof trusses BEARING CAPACITY OF 150:KPa.
for integration with the rest of the a
structure. DESIGN LOADS
Design the roof trusses for a design - LIVE LOAD 1.5 KPa GENERALLY
wind velocity of .42.. metres per
yey ~, second, and Cpi = +0.8. (and specific | - cIve LOAD —4..0 KPe BALCONIES
“ /| | ; Toads as on on truss elevations 4
B00 1i7 ' if -equired). = WIND LOAD 42 m/s GORY 3 CYCLONIC
450x 450 FIELD _ ee ee 200 BLOCK f | ¥ INTERNAL SSURE OO-EFFICIENT +0.8
MILLET TO DUE 7 : i 4 (CO SLAB OW CROWD | A The basis of design shall be Parts 1 5
A? JQ. 22, a \ Ay FEE FABRIC (20 TOP COVER) ¥ and 2 of AS 1170 - S.A.A. Loading as
I \ iy f Code and AS 1720 S.A.A. Timber PLASTER BOARO
\ Engineering Code NAILING FOR 13mm PLASTER BOARD CEILING
2x/00 UPVC! \ | COME. CROSS OVER EDGE OF SHEETS AT 300 PACING
AT MK. [bt (08 | ‘> NOOSA SHIRE fs " G00 mm MAX. SPACING ELSEWHERE
\ COUNCIL, REQUIREME: _
° 7s. | Span trusses only between the
x yh nominated supports and holding down
4 SOUMDARY. __ . bel usa HH positions indicated.
. ( 200 Wt “WATERPROOF
MEM BRAWE 0 In addition to the nominated <0
IS \ permanent bracing, provide any “9
iO LAYER COMPACTED % | | FEIT (¥ BARS) additional permanent bracing
“~CRANULAR FILL | IT JOP & BOTTOM required for the structural
| RG LIGS @ BO c sufficiency of the truss system.
EXISTING KERB & CHAMMEL FETT (it BARD ! ——] - SO SRS
XT xx = ~ : 2 = woe b Barra? (68 COVERS) Provide any temporary bracing required
y COO, to maintain the stability of the -
‘ é& SEs os | trusses at all stages of erection.
_45O. ‘ oe |_ 450
- ~ 08
TT
GROUND FLOOR LAYOUT |
SS LATO
: & CARPARK EXTERNAL FOOTING INTERNAL FOOTING |
(B1) CS (B2)
YK
(BOO WIEH BLOCK
WALL * CORE Fill AUD { STRUCTURAL DETAILS
PAVE AS . BLOCK OL EDCE REMIPOREE WITH 1902» 200
SPECIFIED + ! g yt 4 SHOW we~ TS | etocKe TWO UNITS DEVELOPMENT
' | CASH SURFACE ZR SAS aus a i“ } , we tel |) a
i LEVEL 4 oESY FABRIC. Q) 7
! t X Go cover) | = 290 _-ROLED E0GE |
V7 | SIRI « \ : ~ i?
e- A SOI SE7 g 1 KK pop to i JOHN QUAK BE. Mie. RREQ.
' iN ———— [62 raaRIC. | PLAN 1800 HIGH Consulting Engineer ly
SOUCRETE BED qo OE | Tr ——WAl 97 Alkoomie Street. Zo
2 A aa, ‘8 WALL Wynnum, Qld, 4178 J baal
/ 64 OU 4) Telephone (07) 3960652 21-12-88
—=] yt
: / IT REFER 81 ~~ 8) -- GROUND FLOOR & CARPARK
Sour ay |i ~WIOROGDR JONIT FILLER “tot 1st FLOOR SLAB
-J. APPROVED Ex ‘7 /
TYP. ROAD PAVING DETAIL —— “ 2 ERONALELS /\_400__| ROOF FRAMING LAYOUTS
100 (AYER FETIY = — AND CONCRETE SECTIONS
_ IJ DRAWING Ne
1800 HIGH WALL_AT seo SAB 249
SECTION ISOLATION JOINT ENTRANCE 1. 88
TT : 1 of 2
YK 1: 20 J
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eal al al al ol el 7s ato aa 112 113 a aie ae 1 21 2le als ela als a iCROG R APHIC,

 

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