6. Attachment C - Engineering (incl Driveway detail)

Page 2

 

 
 
  
   
  

 

 

 

 

 

 

 

 

+ + ——EXISHNE-SEWER,
|) S—_.BUILDER TO CONFIRM SEWER DEPTH AND LOCATION SOIL TEST WAS PERFORMED WITH AN EXISTING
BEFORE COMMENCING WORK OR ORDERING MATERIALS, = STRUCTURE LOCATED ON THIS SITE. OUR
/ | CONFIRM LOCATION WITH ENGINEER, Gy OBR e FOUNDATION DESIGN IS SUITABLE FOR UP TO A
/ a (ie EE CLASS ‘M’ SITE. FOUNDATION DESIGN MAY NEED TO
¢ AN S TA TT BE CONFIRMED BY ANOTHER SOIL TEST AFTER THE
[2 an 1 | || REMOVAL OF THE EXISTING STRUCTURE, BEFORE ANY
STAR ON ym | 18 NEW BUILDING WORK IS COMMENCED ON’ SITE.
GROUND, a | | al | | | : <
YPICALLY. UJ pry | =
ce eR 6) ql pre — 2 = ARTICULATION. NOTES
j [, FoR ye NOTE: SITE HAS BEEN ASSESSED AS A CLASS ‘P"
| SITE DUE TO THE PRESENCE OF FILL MATERIAL.
! LOT 11h ON RP132135,
S by = THE SITE PLUMBING IS TO BE PROVIDED WITH
md | © SWIVEL JOINTS, ‘EXPANDA’ JOINTS AND 40mm
LAGGING AS PER THE PLUMBING REQUIREMENTS
| CONTAINED IN THE GLOBAL TESTING SOIL
| | INVESTIGATION REPORT. THESE DETAILS HAVE
| BEEN INCLUDED ON OUR DRAWING FOR YOUR
L _— | INFORMATION. -
oo Pt OVER DRAWING 19544-S11,
ALL PLUMBING WORK IS TO BE IN ACCORDANCE
WITH AS2870 AND AS/NZS-3500.
F 0 0 | | \G P L Al \ PROVIDE GRANULAR BACKFILL & AGG DRAIN WRAPPED
IN GEOFABRIC SOCK, CONNECTED TO SW LINE BEHIND p Reodd_
VILLA | ALL RETAINING WALLS. SLOPE DRAIN 1 IN. 100. PETER RIENECKER = PEO 2080
mt eas as, ag PROP WALL UNTIL SLAB Pee a
a
FOUND AT APPROX. 1.2m BELOW NGL. OVER IS CAST. TOP COVER.

 

e MASS CONCRETE PIERS TO 900mm DEPTH.
e — REINFORCE WITH 4/N12 VER BARS 900-1800mm DEPTH.
e — REINFORCE WITH 4/N16 VER BARS 1800-3000mm DEPTH.

 

 

 

PETER RIENECKER - RPEQ 2088

 

 

 

 

 

 

     
    

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

. va
+ REINFORCE WITH G/NI6 VER BARS 3000-4000mm DEPTH, k i wis
CONTACT ENGINEER FOR ADVICE IF PIERS ANY DEEPER THAN 4m.
oT
g {90 (onrrtTe FILLED |-—~ | / WHERE RETAINING > 600mm, RIENMAC eryito
FOUNDATION DESIGN IS BASED ON REPORT No. 19/0175 BY GLOBAL TESTING PTY & a CROUT OM a z Pan THICKEN SLAB AS SHOWN WITH ee es
LTD, REFER TO THIS REPORT FOR SOIL CONDITIONS EXPECTED ON SITE, FF [2 5 SLUMP = 225mm, = | EXTRA LAYER F82 MESH 30 SUSI ORT FEE
ACTUAL SOIL CONDITIONS VARY SIGNIFICANTLY FROM THOSE IN. THE REPORT, 3 wl MAX AGG SIZE = Smm. S BOTTOM COVER. SuTE 5, FRST FLOOR, Pe (07) 5349 0762
CONTACT ENGINEER FOR RE-APPRAISAL OF FOOTING DESIGN. > z PROVIDE CONTROL mK SRA podo, Email nlo@rinmac nt
& S| JOINTS @6m CRS MAX. / Ni2@400 VER BARS. COG 400 WITH (PO BOX 14.9)
NOt; SOFT MATERIAL TO APPROXIMATELY 1200mm DEPTH HAS BEEN FOUND ON 5 S SLAB TOP MESH. LAP 600 WITH vous oun 457
FOLLOWING REMOVAL OF THE EXISTING RESIDENCE AND SITE STRIPPING THE | Ni2@400 STARTERS FROM FOOTING. GREEN EARTH HOMES
BUILDING SURFACE AREA IS TO BE SATURATED AND COMPACTED TO A MINIMUM 5137.51 FSL wa 3 RON
UNIFORM DENSITY OF 98% STANDARD COMPACTION TO SUPPORT THE SLAB. CARE : 7 O MOD INO AT coaveR’ 450 WHERE PROPOSED DUPLEX DEVELOPMENT
IS TO BE TAKEN TO ENSURE NO DAMAGE OCCURS TO EXISTING STRUCTURES | "
DURING THIS PROCEDURE. ANY SOFT SPOTS IDENTIFIED DURING THE PROCESS ARE ep
TO BE REMOVED AND REPLACED WITH APPROVED MATERIAL COMPACTED IN Zz 5 VENTURA STREET,
LAYERS TO A MINIMUM UNIFORM DENSITY OF 98% STANDARD COMPACTION, ANY /ale SUNRISE BEACH QLD 4567
FURTHER FILL MATERIAL PLACED IS TO BE COMPACTED IN LAYERS TO A MINIMUM f 28
UNIFORM DENSITY OF 98% STANDARD COMPACTION. 7 — BAR FI1TM TOP & BOTTOM. at ROPER. DESC TON fous wevBA
: £ / sae | R10 TIES @600 CRS MAX. , .
ALL FOOTING BEAMS ARE TO BE PIER THROUGH THE SOFT MATERIAL A MINIMUM : / COUNTY OF MARCH.
OF 300mm INTO NATURAL GROUND OF MINIMUM SAFE BEARING CAPACITY 100kPa. 7 450 NOOSA SHIRE COUNCIL
7 DRAWING TITLE:
CONFIRM ALL STEPS AND FALLS WITH ARCHITECTS DRAWINGS. / ILLA 1
7 LC <> 450 MASS CONCRETE PIERS TO BE FOOTING PLAN, DETAILS
(J - FULL HEIGHT CONTROL JOINT TO MASONRY, Adm MIN CLEARANCE FOUNDED AS PER THE SOIL REPORT,
INTO DENSE SAND AT MIN 1200mm Designed: AW/PLR Drawn: AW
BELOW EXISTING SURFACE LEVEL.
LINE OF THE ZONE OF ALES. . .
zp T3647 7 FOR THE SEWER LINE. — SCALES: #100, 1:20
= | ye Engineer: PLR|DATE: 31 OCT 19
= e :
3 y > 4500
SECTION CD 19544] S2, A
SEWER FOOTING SECTION St) meni aM cel tee oe JOB NUMBER | DWG No. | ISSUE
DO NOT SCALE OFF DRAWINGS. | A3 [SHEET 2 OF 1%  |CHECKED: PLR

 

 

 

Page 3

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TILED WATERPROOF DECK TO
BUILDERS SPECIFICATIONS. PROVIDE

 

U5

WL

 

13

 

 

 

\

 

UPPER ROOF FRAMING PLAN

 

VILLA 1

 

——
«tr - t cil] _ STEPS AND FALLS AS REQURED.
| B B ~~ B
Je ff ic B u Lb
| a a | K 7IN oN
= iz I =
zg Ws 2 a =| \ /
| = OOO _
| Poo wy = a W | — \ KI /
2 = —or— 4 he
| | = a Fall |
| 7 Wd B3 Fr | / \ VA
KT o __ 2
a ae Ww = 2 “i i = 3] y \ Sf
= | SIP Swe fT wid | ES a \ 7 \
{ =
yet pS | Bee yas
\ WJ a
~ cal l—> ! = lw | _—> | / \ Vv \
a >| | s y. a i 4 ao Fall |
| hw 7 7 ie s [= co / nr 7 \
| li = =
| co fd C4 Jy y Cs \Z
La 3 6 UNDER 12 12 12 3
UPPER FLOOR & LOWER ROOF FRAMING PLAN GALV STRAP BRACING NAILED TO
ILLA { TOP OF EACH TRUSS AND
VILLA 1 0.9P LOOPED AT ENDS.
—
0.9 “|
|
L & | 0.9?
— a S49 > Ss Sa aS SS ———
| x | | .
| & | | ~ =
| ~ | | “|
& | — | |
S a || 12P | |
| i Lz 0.9P
| d
| | a] do
I 1,8P | ay fs
| ree PT | 1.8P
| S| | | | |
j | | | ® ! | | =| is ®
Ble | 4 | | | "|g 9
po LE | [ ! — =A alc =
TP 18 ©

 

FORCE REQ'O = 53kN
PROVIDED = 53KN

GROUND BRACING PLAN

BRACING NOTES

 

 

BRACING DETAILS AS PER AS1684,

- INDICATES BRACING WALL AND ANCHOR RODS.

PROVIDED

FORCE REQD = I6kN
PROVIDED = 28kN

1.2P INDICATES PLYWOOD NAILED TO STUDS AS PER METHOD A OF AS{684 TABLE 8.18(h) AND HOLD
DOWN WITH ANCHOR RODS AT EACH END 70 ACHIEVE 6.4kN/m BRACING STRENGTH,

ALL BRACING WALLS ARE TO BE CONNECTED TO THE CEILING FRAMING AS PER AS1684 TABLE 8.22

TO TRANSFER THE DESIGNATED FORCES.

FIRST FLOO

0.9P

FULLY PLY SHEET THIS WALL
INCLUDING ABOVE WINDOW
OPENINGS AND NAIL AS PER
BRACING SPECIFICATIONS.

R BRACING PLAN

 

VILLA 1

 

VILLA 1
ABN. 52 010 666 430

RI EN MAC PTY LTD ACN. 010 666 430

CONSULTING CIVIL & STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:

SUITE 5, FIRST FLOOR, SAINT CIRINO, 137 BRISBANE RD,
(PO BOX 149) MOOLOOLABA QLD 4557

Phone:- (07) 5349 0762

Email:- [email protected] Website:- www.rienmac.net

 

 

CLIENT:

GREEN EARTH HOMES

"PROPOSED DUPLEX DEVELOPMENT
5 VENTURA STREET,
SUNRISE BEACH QLD 4567

DRAWING TITLE;

VILLA 1

 

 

PETER RIENECKER - RPEQ 2088

 

 

 

 

 

UPPER FLOOR & LOWER ROOF FRAMING PLAN, UPPER ROOF FRAMING PLAN, BRACING PLANS

This drayit

 

‘is not to be copied or amentied yithoul written pernission from Riennar Consulting Engneers

 

 

 

Designed: AW/PLR|SCALES: 1:100
Engineer: PLR |DRAWN: AW |DATE: 31 OCT 19
ton te ON RP137135, PARISH OF WEYBA,
COUNTY OF MARCH.
NOOSA SHIRE COUNCIL 19544 S3 A
REAL PROPERTY DESCRIPTION & COUNCIL: JOB NUMBER DWG No. ISSUE
[ 00 NoT SCALE OFF DRAWINGS. [ A3 [SHEET 30F = 4 |CHECKED: PLR

 

 

 

Page 4

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

7 J_T-5 TT y
YT tp gy FBIR Prt
| +i | (| lige lglg Saya = cig lig
FFL37.7 Ty ig I ET fs
~ | |
} | | | Az wl FFL38,3 i. «
| || eo ho 7°
zB U t VW OF 4 ~
eh |. — + TY | | |
| =| |
~ © A —~ 84 LL, — | beg SFL a
_) Wi Ls = t} SS SS (aE 4) ray
| | ps TET ar as
| II ioe pe — FE yea °
-lz ¢ | |
L 1 Ar HAR Sw, 10
yo TT TES -pTyTTT fw ~ iE eo +8
Z ‘ ‘ 4 BI | [rez b> | |
FBI FBI & KJ FBI] | 4 1 Y
1) [| ree 4 oy
boa ale wl ile ~ PFI
LuUHUU! _* Pal
Pigenl deck cde Mert echral rm veers el WA
og rar | YT SAT)
4 8 [Lye
PROVIDE 4508 CONCRETE PIERS FOUNDED MN 300mm INTO DENSE ely
NATURAL SAND OF MINIMUM SAFE BEARING CAPACITY 100kPa a | 2
FOUND AT APPROX. 1.2m BELOW NGL. eB

« MASS CONCRETE PIERS TO 900mm DEPTH.

¢ — REINFORCE WITH 4/N12 VER BARS 900-1800mm DEPTH.

© — REINFORCE WITH 4/N16 VER BARS 1800-3000mm DEPTH.

© — REINFORCE WITH 6/N16 VER BARS 3000-4000mm DEPTH.
CONTACT ENGINEER FOR ADVICE IF PIERS ANY DEEPER THAN 4m.

FOUNDATION DESIGN IS BASED ON REPORT No. 19/0175 BY GLOBAL TESTING PTY
LTD. REFER TO THIS REPORT FOR SOIL CONDITIONS EXPECTED ON SITE. IF
ACTUAL SOIL CONDITIONS VARY SIGNIFICANTLY FROM THOSE IN THE REPORT.
CONTACT ENGINEER FOR RE-APPRAISAL OF FOOTING DESIGN.

NOTE: SOFT MATERIAL TO APPROXIMATELY 1200mm DEPTH HAS BEEN FOUND ON
THIS SITE,

FOLLOWING REMOVAL OF THE EXISTING RESIDENCE AND SITE STRIPPING THE
BUILDING SURFACE AREA IS T0 BE SATURATED AND COMPACTED TO A MINIMUM
UNIFORM DENSITY OF 98% STANDARD COMPACTION TO SUPPORT THE SLAB. CARE
IS TO BE TAKEN TO ENSURE NO DAMAGE OCCURS TO EXISTING STRUCTURES
DURING THIS PROCEDURE. ANY SOFT SPOTS IDENTIFIED DURING THE PROCESS ARE
TO BE REMOVED AND REPLACED WITH APPROVED MATERIAL COMPACTED IN
LAYERS TO A MINIMUM UNIFORM DENSITY OF 98% STANDARD COMPACTION. ANY
FURTHER FILL MATERIAL PLACED |S TO BE COMPACTED IN LAYERS TO A MINIMUM
UNIFORM DENSITY OF 98% STANDARD COMPACTION.

ALL FOOTING BEAMS ARE TO BE PIER THROUGH THE SOFT MATERIAL A MINIMUM
OF 300mm INTO NATURAL GROUND OF MINIMUM SAFE BEARING CAPACITY 100kPa.

CONFIRM ALL STEPS AND FALLS WITH ARCHITECTS DRAWINGS.

CJ - FULL HEIGHT CONTROL JOINT TO MASONRY.

 

 

 

CONCRETE STAIR ON — J

GROUND TYPICALLY.

FOOTING PLAN
VILLA 2

 

EXCAVATION FOR POOL SHALL NOT EXTEND BELOW
A LINE DIPPING AT 45° AWAY FROM THE NEAREST
UNDERSIDE CORNER OF ANY FOOTING. CONTACT
ENGINEER IF UNCERTAIN.

BUILDER TO VERIFY LOCATION OF ALL SERVICES ON
SITE PRIOR TO ORDERING MATERIALS OR COMMENCING
WORK.

LOCATION OF POOL TO BE VERIFIED ON SITE.

 

 

 

VILLA 1

VILLA 2

SWIMMING

 

 

 

   
   
  

RIENMAC eryiro

ABN. 5? 010 666 430 ACK 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR,
SAINT CIRINO,

137 BRISBANE ROAD,

(PO BOX 149)
MOOLOOLABA OLD 4557

P- (07) 5349 0762|
Email;- info@rienmac,net
Web:- wwwrienmac.net

 

 

CLIENT:
GREEN EARTH HOMES
PROJECT:

PROPOSED DUPLEX DEVELOPMENT

5 VENTURA STREET,
SUNRISE BEACH QLD 4567

REAL PROPERTY DESCRIPTION & COUNCIL:
LOT 114 ON RP132135, PARISH OF WEYBA,

COUNTY OF MARCH.
NOOSA SHIRE COUNCIL
DRAWING TITLE:

FOOTING PLAN, SITE POOL PLAN

 

Designed: AW/PLR Drawn: AW

 

SCALES: 1:100

 

 

 

 

 

PETER RIENECKER - RPEQ 2088

 

 

 

 

 

POOL SITE PL AN Engineer: PLR|DATE: 31 oct 19
19544) Sh} A

ier pesto tron Reena Cot ghee JOB NUMBER | DWG No. | ISSUE

| DO NOT SCALE OFF DRAWINGS. | A3 [SHEET 4 OF 1% — |CHECKED: PLR

 

 

 

Page 5

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

13 12 L5 | L5 |

 

\ /
| \ Z Vy
>| / \ KR

cee Pt

 

 

 

 

 

JN i yw Pt

GALV STRAP BRACING NAILED TO | x L/L =| \

TOP OF EACH TRUSS AND
LOOPED AT ENDS. 6 —___} |_WRB__|.5, \

|
UPPER ROOF FRAMING PLAN
VILA?

0.9P. 0.9P

 

 

 

 

0.9P

FULLY PLY SHEET THIS WALL
| INCLUDING ABOVE WINDOW

1,8P

OPENINGS AND NAIL AS PER
BRACING SPECIFICATIONS.

7 42P

0.75P

1.8P.

a
gs
s

FORCE REQ’D = 60kN , | |

eee
PROVIDED = 62kN
BRACING NOTES Le ere —
1.2P

— - INDICATES BRACING WALL AND ANCHOR RODS.

1.2P INDICATES PLYWOOD NAILED 10 STUDS AS PER METHOD A OF AS1684 TABLE 8.18(h) AND HOLD

DOWN WITH ANCHOR RODS AT EACH END TO ACHIEVE 6.4kN/m BRACING STRENGTH.
BRACING DETAILS AS PER AS1684.

ALL BRACING WALLS ARE TO BE CONNECTED TO THE CEILING FRAMING AS PER AS1684 TABLE 8.22
TO TRANSFER THE DESIGNATED FORCES,

GROUND BRACING PLAN

 

VILLA 2

 

FORCE REQ‘D = 19kN

oom FIRST
PROVIDED = 28kN

FLOOR BRACING PLAN

VILLA 2

 

ABN. 52 010 666 430
RIENMAC pry itp et to ss 6
CONSULTING CIVIL & STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:

SUITE 5, FIRST FLOOR, SAINT CIRINO, 137 BRISBANE RD,
(PO BOX 149) MOOLOOLABA QLD 4557

Phone:- (07) 5349 0762

Email:- [email protected] Website:- www.rienmac.net

 

 

This drayit

CLIENT:

GREEN EARTH HOMES

"PROPOSED DUPLEX DEVELOPMENT
5 VENTURA STREET,

SUNRISE BEACH QLD 4567

DRAWING TITLE;

VILLA 2

 

 

 

 

UPPER FLOOR & LOWER ROOF FRAMING PLAN, UPPER ROOF FRAMING PLAN, BRACING PLANS

 

‘is not to be copied or amentied yithoul written pernission from Riennar Consulting Engneers

 

 

 

 

 

 

Designed: AW/PLR|SCALES: 1:100
DETER RIENECKER  RPFO 2088 Engineer: PLR |DRAWN: Aw |DATE: 31 OCT 19
ton te ON RP137135, PARISH OF WEYBA,
COUNTY OF MARCH.
NOOSA SHIRE COUNCIL 19544 $5 A
REAL PROPERTY DESCRIPTION & COUNCIL: JOB NUMBER DWG No. ISSUE
[ 00 NoT SCALE OFF DRAWINGS. [ A3 [SHEET SOF 4 —|CHECKED: PLR

 

 

 

Page 6

R10 TIES @600 CRS MAX.
SLAB.
TOP COVER WITH MESH.

225 MIN -450 MAX
TO SUIT LOCAL

  

BENT INTO
LAP 400 WITH MESH, MAINTAIN 30

1 LAYER F82 MESH

 

 

 

 

 

 

 

 

 

 

 

 

 

 

AT BEAM LOCATIONS

2/R10 TIES AT 600 CTS. BENT
INTO SLAB. LAP 400 WITH
FABRIC MAINTAIN 30 TOP

1 LAYER F82 MESH

 

[—~CB.

 

 

 

 

 

 

 

ph

 

 

Ke BEAM FB2

AUTHORITY. C TOP COVER, COVER WITH FABRIC.
\_ 5.0.6. \ 5.0.6.
> = SS
= = ee 1
CB. SW _ > | PSL. [7=
TS 50 SAND BED. ERIE TER mR
x | ms
/S--— WATERPROOF. MEMBRANE FOOTING ——" |
- TYPICAL. Los
If
| 4 BAR FIITM. FB2 TRENCH MESH TO
SI 50 BTM COVER. LAP FULLY WITH 5 baa ptitw BTN
ven , PERIMETER BEAM
480 SO MIN 4500 CONCRETE PIERS TO ALL PAD REINFORCEMENT. TO END WITH CROSS WIRE.
I FOOTINGS. REINFORCED AS SHOWN AND
FOUNDED MIN 300mm INTO MEDIUM DENSE

 

4/N12 VER COGGED BARS.
65 COVER.

   

SAND OF MINIMUM SAFE BEARING
CAPACITY 100kPa FOUND AT APPROX.

( 30 TOP COVER.

IF FB2 IS NOT POURED INTEGRALLY
WITH EDGE BEAM PROVIDE

2/N12 BARS LAPPED 400 WITH
BOTTOM TRENCH MESH

  

CR

FOOTING BEAM FB2 TO PERIMETER

 

{200mm BELOW SURFACE LEVEL.

EDGE BEAM FBI

(STUBWALL)

A
\r

N12 VERTICAL BARS @400mm CRS.
LAP 500 WITH STARTERS FROM
FOOTING AND 300 WITH SLAB

FOR RETAINING HEIGHTS GREATER THAN 600mm
THICKEN SLAB ON GROUND ADJACENT RETAINING
WALL AS SHOWN. EXTRA LAYER F82 MESH 30
BOTTOM COVER.

100 SLAB 1 LAYER F82
[ves 30 TOP COVER.

 

 

REINFORCEMENT. i T

N16 VERTICAL BARS @400mm CRS,
LAP 700 WITH STARTERS FROM
FOOTING AND 400 WITH SLAB
REINFORCEMENT.

 

 

1000 MAX

L

N12 HORIZONTAL BARS @400mm
CRS. LAP 450 WHERE REQUIRED ~\__|_ |
AND AT CORNERS.

 

 

 

 

 

 

600mm
500

 

 

 

 

 

 

 

 

 

PROP WALL UNTIL

 

SLAB OVER IS CAST.

 

 

 

4/N12 VER COGGED
65 COVER.

BARS.

 

 

 

 

 

 

 

 

 

FBIR DET

l

K
Re N
/

a PROVIDE

 

 

 

 

 
   

50mm SAND BED AND WATER
PROOFING MEMBRANE.

FILL MATERIAL COMPACTED IN LAYERS TO A
MINIMUM UNIFORM DENSITY OF 98% STANDARD
COMPACTION.

GRANULAR BACKFILL & AGG

DRAIN WRAPPED IN GEOFABRIC SOCK,
CONNECTED TO SW LINE BEHIND ALL

RETAINING WALLS. SLOPE DRAIN

4 BAR Fil

R10 LIGS

1 IN 100.

TM TOP & BOTTOM.
@600 CRS.

50 COVER.

AILS
(WHERE RETAINING)

   

450@ CONCRETE PIERS TO ALL PAD
REINFORCED AS SHOWN AND
FOUNDED MIN 300mm INTO MEDIUM DENSE

FOOTINGS.

FOOTING

200 MIN. DIMENSION TO SUIT ___
BLOCK COURSING.

1000 MAX

250

 

SAND OF MINIMUM SAFE BEARING

CAPACITY 100kPa FOUND AT APPROX.
1200mm BELOW SURFACE LEVEL.

 

THICKEN SLAB ON GROUND 10 150mm
ADJACENT RETAINING WALLS.
EXTRA LAYER F82 MESH 30 BOTTOM COVER.

R10 TIES @600 CRS.
ALTERNATE DIRECTION.

. “CONSTRUCTION BREAK.
0 LAP
_S.0.G,

1 LAYER F82 MESH

30 TOP COVER.
Y 4

 

 

 

 

 

 

RRQ RR RO

50 SAND BED;
_ | ~
WATERPROOF MEMBRA\ 1 L

 

 

 

 

 

 

 

     
  

- TYPICAL. 50 MIN 4! 350 [| [50 MIN
te bile
CT A)
WiN12 VER COGGED BARS.
65 COVER. a

 

 

 

APPROX.

3 BAR FIITM.
50 COVER.

 

EXTEND TO 50 COVER FROM

EDGE OF SLAB.

SS
F=> 4500 CONCRETE PIERS TO
ALL PAD FOOTINGS.
REINFORCED AS SHOWN AND
FOUNDED MIN 300mm INTO
MEDIUM DENSE SAND OF
MINIMUM SAFE BEARING
CAPACITY 100kPa FOUND AT
1200mm BELOW

SURFACE LEVEL.

 

NOTES :-

F82 FABRIC
FAtTM

F82 FABRIC

 

REINFORCEMENT LAPS, U.N.O. :-
- 2 CROSS WIRES (250mm)
- 2 CROSS WIRES (350mm)

CONCRETE WORK SHALL BE IN
ACCORDANCE WITH AS 3600
‘c= 25 MPa

SLAB FABRIC SHALL BE SUPPORTED
ON BAR CHAIRS AT 800 (TS.

AT THE TIME OF INSPECTION,
REINFORCEMENT SHALL BE PLACED
WITH PROVISION FOR ADEQUATE COVER.

 

 

— 30 TOP COVER.

 

 

 

 

4

amy

 

—
- 900

 

 

 

 

lowe /

 

 

 

 

 

 

 

 

    
 
  

3 BAR FIITM.
50 BOTTOM COVER.
RIO TIES @600mm CRS.

65 COVER.

4/N12 VER COGGED BARS.

 

 

 

 

 

 

 

 

 

 

 

 

| ‘ova renPROoE MEMBRANE.

-———_f N12 HORIZONTAL BARS @ 400mm CRS.

| / LAP 500 WHERE REQUIRED AND AT CORNERS.
| / PROVIDE GRANULAR BACKFILL 8 AGG DRAIN WRAPPED
| SC _IN GEOFABRIC SOCK, CONNECTED TO. SW._LINE SEHND

|

/ ALL RETAINING WALLS.

M2 TIES @400mm CRS CENTRAL IN
WALL, BEND INTO SLAB TO LAP 400
WITH FABRIC.

  

SAINT CIRINO,

(PO BOX 149)
MOOLOOLABA OLD

137 BRISBANE ROAD,

RIENMAC PTY LTD

1 ABN. 52 010 666 430
| CONSULTING CIVIL &
> STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR,

ALLA 010 666 430

Email;- info@rienmac,net
Web:- www-rienmac.net

4557

  
  

P- (07) 5349 0762|

 

PROJECT:
SLOPE DRAIN 1 IN 1

DRAWING TITLE:

CLIENT:
GREEN EARTH HOMES
PROPOSED DUPLEX DEVELOPMENT

5 VENTURA STREET,
SUNRISE BEACH QLD

REAL PROPERTY DESCRIPTION & COUNCIL:
LOT 114 ON RP132135, PARISH OF WEYBA,

COUNTY OF MARCH.
NOOSA SHIRE COUNCIL

4567

 

 

 

 

 

 

 

 

 

 

 

DETAILS
Designed: AW/PLR Drawn: AW
SCALES: 1:20
Engineer: PLR|DATE: 31 OCT 19
PETER RIENECKER - RPEQ 2088 19544 S6 A
R W { J E I A IL S rite Person ton Rone Colin nee JOB NUMBER | DWG No. | ISSUE
| DO NOT SCALE OFF DRAWINGS. | A3 [SHEET 6 OF 1%  |CHECKED: PLR

 

 

 

Page 7

\—
POST SLOTTED CENTRALLY FOR TRUSS.

J __ |
PLATE. 2/M16 BOLTS.

 

 

 

 

3/100mm No 14 TYPE 17 BATTEN SCREWS
BATTEN TO BLOCKING PIECE.

 

T T T

 

—KH

 

 

T
a: =

 

 

 

 

 

>
i) FASCIA

 

 

300

 

 

4 100w x 10 THICK PLATE WITH 100mm
SQ x 10mm THICK BASE PLATE.

P1 TO BLOCKWALL
DETAILS

 

BLOCKING PIECES SAME SIZE AS TRUSS
UNDER EACH BATTEN,
1 FRAMING ANCHOR EACH END.

 

O/HANG DETAILS

WALL FRAMING.

F82 FABRIC.

 

(MAX 900)

 

CHECK POST 50mm ]
FOR ROOF BEAM. V STUD FRAMING OVER

ata BOLTS. 7 WHERE APPLICABLE.

 

 

 

 

STEP_IN SLAB DETAIL

30 TOP COVER.

to

\

    

   
     

100

{
Z

50mm SAND BED &
WATERPROOF MEMBRANE,

SS

1 LAYER F72 FABRIC.
30 TOP COVER.

2/N12 SPLICE BARS.
BOTTOM TRENCH MESH,

LAP 500 WITH

 

 

 

3 BAR FIITM.
50 BTM COVER.

EB DETAILS

EXTRA 2/N12 BARS (or 3 BAR

 

a 7
yy
a

i BUILD FB2 FULLY INTO BLOCKWALL.

KA
FOOTING BEAM TO

 

 

FBTM) DIAGONALLY ACROSS ALL
CORNERS OF RECESSES AND VOIDS.

=<
5
=

2

   

 

 

 

‘TP1
an N12 VER BARS @400 CRS CENTRALLY
pt IN WALL. LAP 500 WITH STARTERS

FROM FOOTING.
N12 HOR BARS @400 CRS. LAP 450 ry
WHERE REQ'D AND AT CORNERS. |

JOISTS

K

CHECK POST 25mm

FOR BEARER. 7
Of? BOLTS. ~~ _->]

 

 

 

 

 

 

 

  

 

SLOPE CONCRETE AWAY

 

 

FROM POST.

 

 

N12 STARTERS @400 S|

4 BAR FITM TOP & BOTTOM.
a R10 TIES @600 CRS. 50 COVER.

75x10mm MS BRACKET.
2/M16 BOLTS TO POST.
FOR BRACING.

 
  

 

 

 

 

 

\

 

 

900 MIN

    
 

4 COGGED N12 BARS.
65 COVER.

COVER

4/N12 VER COGGED BARS.
65 COVER.

4508 CONCRETE PIERS TO ALL PAD
FOOTINGS. REINFORCED AS SHOWN AND
FOUNDED MIN 300mm INTO MEDIUM DENSE
SAND OF MINIMUM SAFE BEARING
CAPACITY 100kPa FOUND AT APPROX,
1200mm BELOW SURFACE LEVEL.

PF1 DETAILS

 

SF1_ DETAILS

3/N12 Z BARS EACH
FACE 400 LEGS.

 

 

300
MAX
Zz

 

 

 

 

 

300

 

 

 

-
FOOTING STEP

 

 

 

   
   

XTRA N12

TOP AND BOTTOM

INTERSECTION
EDGE BEAM

3 BAR FITM
50 EDGE COVER
2000 LONG

\

%,
Wy

 

EDGE OF SLAB

 

PROVIDE ALSO AT
CORNERS OF ALL
RECESSES AND
VOIDS

SLAB _RE-ENTRANT
CORNER DETAIL

   

 

 

DETAILS

 

PETER RIENECKER - RPEQ 2088

BLOCK WALL

LAP TRENCH MESH
FULL WIDTH

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CORNER
EDGE BEAM

RIENMAC PTY LTD

ABN, 52 010 666 430 ACA 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR,
SAINT CIRINO,

137 BRISBANE ROAD,

(PO BOX 149)
MOOLOOLABA OLD 4557

 

P- (07) 5349 0762|
Email;- info@rienmac,net
Web:- www.rienmac.net

 

  
    
 

CLIENT:
GREEN EARTH HOMES
PROJECT:

PROPOSED DUPLEX DEVELOPMENT

5 VENTURA STREET,
SUNRISE BEACH QLD

REAL PROPERTY DESCRIPTION & COUNCIL:
LOT 114 ON RP132135, PARISH OF WEYBA,

COUNTY OF MARCH.
NOOSA SHIRE COUNCIL
DRAWING TITLE:

DETAILS

4567

 

Designed: AW/PLR Drawn: AW

 

SCALES: 1:20

 

 

 

 

 

Engineer: PLR|DATE: 31 OCT 19

TYPICAL FOR ALL CORNERS OF ALL RECESSES AND VOIDS 1954.4 S7 A
rite Person ton Rone Colin nee JOB NUMBER | DWG No. | ISSUE

| DO NOT SCALE OFF DRAWINGS. | A3 [SHEET 7 OF 1% CHECKED: PLR

 

 

 

 

 

Page 8

 

MN>

306
MIN

 

 

300

STAIR 0

 

 

 

100 SLAB ON GROUND 1 LAYER
F712 MESH 30 TOP COVER CRANK
MESH CENTRALLY INTO STAIR.

    

COMPACTED FILL.

222 |<. 3 BAR FIITM 50 BTM COVER

N12 TIES @400 CRS LAP 500
WITH SLAB MESH.

GROUND DETAILS

 

300x63 E-BEAM. |

WALL FRAMING AS
DETAILED.

 

= 10x45 MGP12 PLATE AS

 

 

10mm CLEAT PLATE B3
2/M16 TO £-BEAM.

B3
B2 10 E

90x45 MGP12 PLATE OVER AND
UNDER B& FOR STUD FRAMING.
M12 BOLTS TO B& AT ENDS
AND ©1200 CRS MAX.

Bh

DETAILS P

le REQUIRED
M12 HD BOLTS AT ENDS
rr) AND ©1200 CRS.

—N

 

 

 

 

 

[<-————— 10mm CLEAT PLATE 10 B2
—=

SLOTTED CENTRALLY INTO P41
2/M12 BOLTS.

 

—— 8B?

TO B2 DETAILS

 

-BEAM SIMILAR.

300x63 E-BEAM AS PER
WESBEAM FRAMING PLAN AT
EACH END OF B&.

 

:
®
Ba

Nona CLEAT PLATE TO B4 AT

EACH END
v 2/M16 TO 300x63 E-BEAM.

 

 

 

DETAILS

 

B2 DETAILS SIMILAR.

 

 

 

B3

 

 

 

 

 

 

 

. END PLATE 10 (1

2/M12 TO B3. A

0mm END PLATE TO C1
2IMI2 TO Bt, oo,

10mm BASE PLATE 10 Ct

2/M12 HD BOLTS 10 SLAB Ny

(TYPICAL C1)

 

PA 89x89x3.5 SHS. INFILL

\

- 10mm END PLATE
ia 2IMi2 10 B3
2/M12 10 BI.

[= ————— 10mm STIFFENER PLATE 10
Bt B1 UNDER B3.

 

TAILS

Bl DE

 

 

PETER RIENECKER - RPEQ 2088

 

 

90x45 MGP12 PLATE FOR
STUD FRAMING OVER.
M12 HD BOLTS AT ENDS
@1200 CRS.

Bt

RIENMAC PTY LTD

ABN, 52 010 666 430 ACA 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR,
SAINT CIRINO,

137 BRISBANE ROAD,

(PO BOX 149)
MOOLOOLABA OLD 4557

 

P- (07) 5349 0762|
Email;- info@rienmac,net
Web:- www.rienmac.net

 

CLIENT:
GREEN EARTH HOMES
PROJECT:

PROPOSED DUPLEX DEVELOPMENT

5 VENTURA STREET,
SUNRISE BEACH QLD 4567

REAL PROPERTY DESCRIPTION & COUNCIL:
LOT 114 ON RP132135, PARISH OF WEYBA,

COUNTY OF MARCH.
NOOSA SHIRE COUNCIL
DRAWING TITLE:

DETAILS

 

Designed: AW/PLR Drawn: AW

 

SCALES: 1:20

 

 

 

 

 

Engineer: PLR|DATE: 31 OCT 19
rite Person ton Rone Colin nee JOB NUMBER | DWG No. | ISSUE
DO NOT SCALE OFF DRAWINGS. | A3 [SHEET 8 OF 1  |CHECKED: PLR

 

 

 

Page 9

FORM KEY IN EDGE OF 1st POURED SLAB, FORM KEY IN EDGE OF ‘st POURED SLAB.

 

 

 

 

BOLSTER CUT SLAB (3W x 30D), FILL JONT TO COAT FACE OF SLAB WITH BOND PREVENTATIVE (eo, COAT FACE OF SLAB WITH BOND PREVENTATIVE (eg. Ris GALV DOWELS x500 LONG AT 300mm
3mm BELOW SURFACE WITH FOSROC EXPANDITE HYDROSEAL, FORMOIL). 3: HYDROSEAL, FORMOIL). CRS GREASE AND CAP ONE END a
1 LAYER F72 MESH 40 THIOFLEX 6006. a 5 ) APPROVED PROPRIETORY ALTERNATIVE.
TOP COVER. >
5.0.6
— —<—_ = LT ——_

  
     

 

 

 

 

 

 

 

 

 

  

 

  

 

     

 

 

SS  SPSPSPS \ PSD 3 BAR FIITM
— ; CUT EVERY 2nd WIRE DIRECTLY UNDER JONT & 3 BAR FUT,
sor SuRGAOE ro aE covpaCED To 65% sTANDARD CUT EVERY, Zod Wie 2 baa 50 BTM COVER.

EDGE THICKENING (ET) TOOLED JOINT (TJ) KEYED JOINT (KJ) EXPANSION JOINT (EJ)

TYPICAL TO ALL EDGES OF DRIVEWAY SLAB. ALTERNATIVELY: SAW CUT SLAB 3W x 30D WITHIN 24 HOURS OF
DISCONTINUE MESH 40mm FROM END. CASTING SEAL AS ABOVE,

DRIVEWAY SLAB ON GROUND DETAILS

 

EXPANSION JOINTS TO BE SEALED WITH A LOW

MODULUS SELF PRIMING SEALANT TO THE INSTALL 400 STAINLESS DOWELS (or GALVANISED REFER
MANUFACTURERS SPECIFICATIONS. THE COLOUR OF THE RELEVANT COUNCIL FOR APPROVAL) @600 CRS.
- RBA SEALANT IS TO MATCH THE ADJOINING SURFACE DOWELLS 912 IN SLAB THICKNESS 100
EM MOUNTABLE KERB AND FINISHES. 916 IN SLAB THICKNESS 125

   

CHANNEL. ‘)

DOWELLED or PROPRIETARY JOINT

SYSTEM. GREASED DOWEL WITH

EXPANSION CAP.

FOOTPATH

   
  

F72. MESH CENTRAL.

 

 

FIRST POUR = (SS SND SECOND POUR
10mm COMPRESSIBLE. FILLER
DRIVEWAY DETAILS AND
NOTES TAKEN FROM COUNCIL MATERIAL FOR FULL DEPTH,

RESDENTAL DRVEWAY DOWELLED EXPANSION JOINT
(DEJ) RIENMAC eryirp

ABN, 52 010 666 430 ACA 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

F712 MIN FABRIC. SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR, P.- (07) 5349 0762
SAINT CIRINO, Email;- info@rienmac,net

 

CONSTRUCTION JOINT.

 

NOMINAL
KERB LINE

— 137 BRISBANE ROAD, Web:- www.rienmac.net
a (PO BOX 149)
MOOLOOLABA OLD 4557

MOUNTABLE KERB AND
CHANNEL.

 

 

 

 

FOOTPATH

 

: L CLIENT:
ALTERNATIVE. PROFILE. —— ° , + GREEN EARTH HOMES
PROJECT;

D R | V E W A Y ( R 0 S S | N G : A - PROPOSED DUPLEX DEVELOPMENT

BARRIER, SEMI-MOUNTABLE, SAW CUT AND BREAKOUT BACK

MOUNTABLE KERB & OF KERB AND CHANNEL. 5 VENTURA STREET,
P| CHANNEL OR INVERT SUNRISE BEACH QLD 4567
DRIVEWAY NOTES: CROSSING.

REAL PROPERTY DESCRIPTION & COUNCIL:
R| A Y R | LOT {1 ON. RP{37135, PARISH OF WEYBA,
1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL, COUNTY OF MARCH.

  

 

 

 

 

 

2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES, NOOSA SHIRE COUNCIL
3. CONCRETE DRIVEWAY CROSSOVER TO BE 125mm THICK EXCLUDING ANY FINISH DRAWING TITLE:
TREATMENTS. eg. STAMPED CONCRETE FINISH. DE T AIL DRIVEWAY DETAILS
4. CONCRETE SURFACE TOLERANCE TO BE 0-Smm, OVER 3 METRE SECTIONS. wee se
5. CONCRETE N25 IN ACCORDANCE WITH AS1379 AND AS3600. ALL DETAILS TO BE IN ACCORDANCE WITH COUNCIL REQUIREMENTS.
6. REINFORCEMENT FABRIC TO AS1304, 50 TOP AND EDGE COVER, LAP FABRIC 250. Designed: AW/PLR Drawn: AW
7. APPROVED MATERIALS FOR CONSTRUCTION:- CONCRETE or ASPHALT. TO BE READ IN CONJUNCTION WITH ARCHITECTS DRAWINGS. CONFIRM ALL LEVELS
8. EXPANSION JOINTS TO BE 10mm WIDE, FULL DEPTH CLOSED CELL CROSS LINKED AND MEASUREMENTS ON SITE BEFORE PROCEEDING, SCALES: 1:20
POLYETHYLENE FOAM (85-150kg/m3) OR COMPRESSED GRANULATED CORKBOARD, -
INSTALLATION TO MANUFACTURERS INSTRUCTIONS. Engineer: PLR|DATE: 31 OCT 19

 

9. ALL DIMENSIONS IN. MILLIMETERS,

10. ONE ACCESS POINT TO BE CONSTRUCTED TO EACH LOT AS PER STANDARD
DRAWING. 19544 S9 A
1. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF CURVE. a ; /
12. ALL SERVICES NEED TO BE LOCATED PRIOR TO EXCAVATION. Ths craying ira lobe cone ov anand you JOB NUMBER | DWG No. ISSUE

eitten permission from Rienmac Consulting Engineers

PETER RIENECKER - RPEQ 2088 DO NOT SCALE OFF DRAWINGS. | A3 [SHEET 9 OF 4  |CHECKED: PLR

 

 

 

 

 

 

 

 

 

 

Page 10

 
 
    
     

WATER LEVEL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

200 200 150_ 2000 4 150,
al
oo S12 BARS @ 300
CRS EACH WAY.
37512 CONT FOR
FULL LENGTH OF POOL. Toy |
S12 VER BARS @150 CRS 3 Gc) C
THROUGHOUT. S12 HOR BARS a ae L> 300 DEEP 7 ine pA
@200 (RS THROUGHOUT. o RUBBLE PIT. \ :
4 2/512 BARS cAcH
SEAS Ree, SIDE EACH WAY
POOL AS PROX ce WAY.
DETAILED. | HYDROSTATIC VALVE
BARS TO BE CENTRAL IN POOL we L 500 Sa
VER BARS TO HAVE 50 | + == —
? SHELL WHEN MAX 600 OUT OF
COVER TO WATER FACE WHEN _| 4 sOUNOY \
OUT OF GROUND. ‘ STEP DETAIL
200 THICK POOL SHELL
THROUGHOUT. Teste nha
(INDICATIVE ONLY)
KORE ~YY
2 aa

 

POOL TO BE MIN 600 INTO NATURAL
GROUND OF MIN SAFE BEARING

CAPACITY 100kPa, THROUGHOUT.

POOL CONSTRUCTION SPECIFICATION

1. WORKMANSHIP & MATERIALS TO BE IN ACCORDANCE WITH AS2783 CONCRETE SWIMMING
POOL CODE AND LOCAL AUTHORITY'S REQUIREMENTS.

2, POOL FILLING & SOIL BACKFILLING NOT TO BE CARRIED OUT UNTIL WALLS & FLOOR HAVE
REACHED DESIGN STRENGTH.

3. 50mm LAYER OF 22mm GRAVEL TO BE PLACED UNDER POOL FLOOR.

4. ALL CONCRETE TO BE PRESSURE APPLIED BY ‘PRESSURECRETE’ METHOD WITH AN

 

 

 

 

 

 

 

 

AVERAGE COMPRESSIVE STRENGTH OF 32MPa AT 28 DAYS.
RIENMAC PTY LTD
PROVIDE 2/512 HOR 1200lq 5, ALL CONCRETE ON PLAN TO BE 300mm RADIUS UNLESS NOTED OTHERWISE. meade tert Car ae el
STRUCTURAL ENGINEERS
yO MOR GENS BOX 6, ALL REINFORCEMENT TO BE HOT ROLLED DEFORMED BARS ‘S' & ‘Y’. SRaue CONT EEE
SUITE 5, FIRST FLOOR, Per (07) 5349 0762|
7. CROSS RODS NOT NOTED TO BE S12 @ 300 CRS. san oan Ena nferlemar oe
(PO BOX 9) : "
8. ALL BARS TO HAVE A SPLICE LENGTH OF 600mm, UNO. MooLOgLABA OLD 4557
——_———— SSS CLIENT:
9. MAIN REINFORCEMENT TO HAVE 65mm COVER 10 GROUND FACE. WHERE A SECOND LAYER GREEN EARTH HOMES
OF REINFORCEMENT IS USED COVER IS TO BE 40mm TO WATER FACE. COVER TO TOP PROLECT:
STEEL OF COPING TO 25mm FROM TOP OF CONCRETE. COVER TO BOTTOM STEEL IN PROPOSED DUPLEX DEVELOPMENT
COPING IS TO BE 40mm FROM BOTTOM OF CONCRETE.
HYDROSTATIC VALVE TO BE 10. SPLICES IN ADJACENT REINFORCEMENT BARS TO BE STAGGERED. 5 VENTURA STREET,
SUNRISE BEACH QLD 4567
INSTALLED AT LOWEST POINT {1 DEEP END TO HAVE AT LEAST 0.3m OF FIRM, NATURAL SOIL OR EQUIVALENT RETAINING N

 

 

 

WALL, ETC AS SUPPORT. REAL PROPERTY DESCRIPTION & COUNCIL:
H Y D R 0 S T ] | ( V L V E LOT 114 ON RP{32135, PARISH OF WEYBA,
12. SUPPORTING SOIL TO BE SOUND NATURAL SOIL OR WELL COMPACTED FILLING WITH COUNTY OF MARCH.
SK | M M F R B 0 x BEARING CAPACITY AT ANY DEPTH NOT LESS THAN 100kPa. NOOSA SHIRE COUNCIL
DRAWING TITLE:

 

 

 

 

13, DESIGN TO BE MODIFIED IF EXCESS GROUND WATER IS ENCOUNTERED DURING EXCAVATION. POOL DETAILS
FILTER DISCHARGE TO COUNCIL 1h. ALL DIMENSIONS ON SITE PLAN SHOWING THE POSITION OF THE POOL ARE TO THE
REQUIREMENTS. WATER FACE. Designed: AW/PLR Drawn: AW
SKIMMER PUMP ta
C4 5, POOL OWNER TO BE INFORMED THAT AN ELEMENT OF RISK TO THE POOL STRUCTURE Is SCALES: 1:20

 

 

 

 

 

INVOLVED IF THE POOL IS EMPTIED, Engineer: PLR|DATE: 1 ocr 19

MAN ORRIN TO POOL_INLETS Wok S10 A
fier etiam New Crag oes JOB NUMBER | DWG No. | ISSUE
DIAGRAMMA TIC WATER RETICULATION PETER RIENECKER - RPEQ 2088 DO NOT SCALE oF mays | A3 [SHEET 0 OF wm (CHECKED: PLR

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 11

ARTICULATION NOTES

 

NOTE: SITE HAS BEEN ASSESSED AS A CLASS 'P’

SITE DUE TO THE PRESENCE OF FILL MATERIAL.
LOT 114 ON RP132135,

THE SITE PLUMBING IS TO BE PROVIDED WITH
SWIVEL JOINTS, 'EXPANDA’ JOINTS AND 40mm
LAGGING AS PER THE PLUMBING REQUIREMENTS
CONTAINED IN THE GLOBAL TESTING SOIL
INVESTIGATION REPORT. THESE DETAILS HAVE
BEEN INCLUDED ON OUR DRAWING FOR YOUR
INFORMATION.-

DRAWING 19544-S11.

ALL PLUMBING WORK IS TO BE IN ACCORDANCE
WITH AS2870 AND AS/NZS-3500.

 

 

GROUND

LEGEND

(EPJ)

SLAB PENETRATIONS IN TO SATISFY

fr PROTECTION REQUIREMENTS.

 

SURFACE FALL
4:20 MIN
<= VA

a7.

Pweg (AN qe

 

 

  

DETAILS AND SPECIAL REQUIREMENTS
FOR SUPPORT AND/OR PROVISIONS OF
ARTICULATION IN PIPE WORK FOR ALL (SWJ)

(EPJ) * UNDER SLAB DRAINAGE IS ONLY

REQUIRED WHERE SPECIFIED BY THE
DESIGN ENGINEER FOR THE RELEVANT

SITE CLASSIFICATION AND/OR AS

REQUIRED BY AS 3500 or AS 2870. (cp)

(EP J) FOR SLABS SUPPORTED ON PIERS PROVIDE
STANLESS STEEL SUSPENSION STRAPS FROM

SELECTED IN-LINE ‘EXPANDA’ JOINT OR
OTHER APPROVED JOINT LUBRICATED
WRAPPED IN 2 LAYERS OF 200 MICRON
POLYTHENE AND SEALED WITH PRESSURE
SENSITIVE TAPE TO EXCLUDE SOIL
PARTICLES, INSTALLED TO MANUFACTURERS
SPECIFICATIONS.

SELECTED IN-LINE SWIVEL JOINT OR OTHER
APPROVED FLEXIBLE FITTING INSTALLED TO
MANUFACTURERS SPECIFICATIONS.

COMPACTED CLAY PLUMBING TRENCH PLUG
TO STOP MOISTURE ENTERING UNDER THE
HOUSE SLAB.

BACKFILL WITH COMPACTED CLAY
SOILS OR EQUIVALENT TO FORM
IMPERMEABLE LAYER TO ALL
TRENCHES WITHIN 1500mm OF

)

 

300 MIN

 

BACKFILL DEPTH

NATURAL SURFACE,

 

 

aI

APPROVED BEDDING MATERIALS
TO APPROPRIATE COVER.

 

 

 

P Weovedd__

PETER RIENECKER - RPEQ 2088

 

 

 

 

GROUND 75mm ABOVE FINISHED

SURFACE FALL GROUND MN il
1:20 Mi

mM i

ADDITIONAL LAGGING TO _/

ORG. OR SLEEVE

 

REFER LEGEND.

 

   
   
   

PIPE FROM
FIXTURE,

 

Lj NL sscie OR SLEEVE

REFER LEGEND.

Nt2 COGGED DOWEL BARS, IF
NOT POURED MONOLITHIC
WITH FOOTINGS.

 

 

 

 

 

 

CONCRETE-ENCASED 0,R.G.
POURED IN-SITU/MONOLITHIC
WITH FOOTINGS.

TYPICAL SECTION AT 0.R.G. 10 PREVENT

 

SHEAR _AT FOOTING FACE DETAIL

NTS.
STORMWATER DOWNPIPE.

FLEXIBLE JOINT BETWEEN
SLAB AND WALL.

GRATED DRAIN.

CONCRETE SURFACE
FALL 1:20 MIN <——

 

INGROUND _PIPEWORK

(EP J)

LAGGING OR SLEEVE
REFER LEGEND.

SLAB MESH TO UNDERSLAB DRAINAGE. O
(SWL) SEWER MAIN OR BRANCH LINE. <7——~tiay tug ro runt ots
TYPICAL UNDER SLAB-EDGE BEAM/WAFFLE POD DETAIL OF BEDDING AT FOOTNG
NAS. 1.0. INSPECTION OPENING TO SURFACE. WIOTH VARIES ZONE,
LAGGING MINIMUM LAGGING THICKNESS, 20mm FOR
SUREACE FALL po CLASS M SITES AND 40mm FOR CLASS H TYPICAL TRENCH DETAIL
120 MN & E SITES, Ms.

    

 

4
+

 

 
  

N

‘tom Max]

 

 

t—LAGGING OR SLEEVE

 

MINIMUM 15°

 

 

(EPJ)

wid

BENDS, TYPICAL

  

 

REFER LEGEND.
‘1.

TYPICAL PIPE THROUGH FOOTING DETAIL 2

NTS.

 

TYPICAL CONNECTION FROM PIPE WORK TO BRANCH LINE DETAIL 8.

  

 

PROVIDE VISUAL SPACE TO
COMPLY WITH AS 3660.1.

 

 

 

 

  
 
    
 
 
 
  

 

SLAB TO BE TIED BACK TO THE
BUILDING TO MINIMISE FORCES ON
PIPEWORK WHERE SPECIFIED BY
ENGINEER,

DOWNPIPE TO GRATED DRAIN DETAIL

NLS.

NS. 9.
STORMWATER DOWNPIPE. PROVIDE VISUAL SPACE TO 10.
SLEEVED OR EXPANDA JOINT COMPLY WITH AS 36604.
WITH A MINIMUM OVERLAP OF
150mm MINIMUM AS SHOWN. Lt 4
GROUND ‘
SURFACE FALL + 1
4:20 MIN :
=
(1
STORMWATER
DRAINAGE PIPE. B
y u
ALLOW PIPE WORK TO MOVE
VERTICALLY INDEPENDENT OF
BUILDING FOOTINGS. 15.
16.
TYPICAL STORM WATER DETAIL (ALTERNATIVE) 1

PLUMBING

  
   
  
 

 

 

 

 
    
 
 
 
  

 

 

 

MIS.

REQUIREMENTS

 

 

 

GUIDELINES FOR DRAINAGE INSTALLATIONS

NOTES: THE FOLLOWING NOTES AND DETAILS PROVIDED ARE A GUIDE ONLY FOR ARTICULATION OF SANITARY PLUMBING,
DRAINAGE AND SHOULD BE READ IN CONJUNCTION WITH AS/NZ3500, AS2870 AND ANY OTHER RELEVANT STANDARD AND
OTHER REQUIREMENTS OF THE NATIONAL CONSTRUCTION CODE.

ALL DRAINS INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (Eg. M, H, £ AND P SITES) OR WATER
CHARGED AND WHERE SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN, A CERTIFIED PLAN AND
SPECIFICATION SHOULD BE PROVIDED BY AN APPROPRIATELY QUALIFIED PERSON. WHEN A COMPLIANCE PERMIT AND
ASSESSMENT IS REQUIRED BY THE LOCAL AUTHORITY, A SOIL REPORT AND ALL CALCULATIONS SHOWING PROPOSED
METHOD TO PROTECT THE DRAINAGE FROM POTENTIAL GROUND MOVEMENTS MAY BE REQUIRED.

ALL SEWER AND STORMWATER TO BE CONSTRUCTED IN ACCORDANCE WITH AS/NZS 3500 AND THE REQUIREMENTS
OF AS2870 SECTION 5: CLAUSE 5.5 & SECTION 6: CLAUSE 6.6, ARTICULATION AND EXPANSION JOINTS ARE 10 BE
PROVIDED TO ACCOMMODATE MOVEMENT IN ALL PIPE WORK WITHIN 3 METRES OF THE DWELLING AND COMPLY
AS1260.

PLUMBING AND DRAINAGE UNDER THE SLAB SHOULD BE AVOIDED WHERE PRACTICAL (REFER AS/NZS 3500 CLAUSE
410).

GRADES IN PIPE WORK ON M, H AND P SITES SHOULD HAVE A MINIMUM GRADE OF 1:30 WITHIN 15 METRES OF
THE BUILDING AND 1:50 ELSEWHERE. GRADES IN FLEXIBLE FITTINGS TO BE SET AT THE MINIMUM GRADE.

ALL EXPANSION AND ARTICULATION JOINTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS. ALL JOINTS TO BE SET MID POINT SO AS TO ALLOW FOR MAXIMUM IN EITHER DIRECTION.
“SWIVEL JOINTS’ SHOULD NOT BE USED AS A BEND TO ACHIEVE CORRECT FALLS. THE JOINTS BE SET IN A
STRAIGHT LINE OF THE DRAIN TO ALLOW MAXIMUM (+) OR (-) MOVEMENT. A MINIMUM 15° BEND TO BE INSTALLED
BEFORE SWIVEL JOINTS TO ACHIEVE MINIMUM GRADES FROM THE FACE OF THE FOOTINGS.

DETAIL AND SUPPORT OF TRAPS AT THE O.R.G. TO BE CONSIDERED ON SITE, TO ALLOW FOR POTENTIAL
MOVEMENTS INCLUDING ISOLATION AND ARTICULATION ASSOCIATED WITH PATHS AND PAVEMENTS. THE 0.R.G. SHOULD
BE CAST IN CONCRETE MONOLITHICALLY WITH THE FOOTING SYSTEM ON CLASS H AND E SITES.

ALL PVC PIPE WORK PASSING THROUGH CONCRETE MUST HAVE 25mm LAGGING.

STORMWATER SYSTEMS THAT COLLECT ROOF WATER AND SURFACE WATER ARE REQUIRED 10 BE DESIGNED AND
CONSTRUCTED IN ACCORDANCE WITH AS/NZS 3500 PART 5.

THE USE OF CORRUGATED FLEXIBLE PVC PIPE PRODUCTS IS NOT PERMITTED ON CLASS H AND E SITES AS THEY
ARE NOT ABLE TO EXPAND LONGITUDINALLY TO ACCOMMODATE POTENTIAL VERTICAL AND LATERAL MOVEMENTS AT
THE SLAB OR FOOTING EDGE.

ALL JOINTS IN STORMWATER PIPES WITHIN 3,0 METRES OF THE HOUSE UNDER CONSTRUCTION SHOULD BE
ARTICULATED TO ACCOMMODATE GROUND MOVEMENTS WITHOUT LEAKAGE.

SEPTIC TANKS AND ASSOCIATED SOAKAGE AREAS SHOULD BE LOCATED TO MINIMISE SOIL MOISTURE INCREASES
WITHIN THE FOUNDATION JOINTS IN PLUMBING PIPES WITHIN 3 METRES OF THE HOUSE UNDER CONSTRUCTION SHOULD
BE ARTICULATED TO ACCOMMODATE GROUND MOVEMENTS WITHOUT LEAKAGE. SEPTIC TANKS IN PARTICULAR
REQUIRE CAREFUL DETAILING.

ALL PIPEWORK INCLUDING STORMWATER FITTINGS AND ADAPTERS SHOULD BE PROTECTED FROM MECHANICAL
DAMAGE.

TERMITE PROTECTION IS TO BE IN ACCORDANCE AS3660 AND IS NOT SHOWN ON THESE DRAWINGS AS THERE ARE
VARIOUS OPTIONS. REFER TO THE BUILDING DESIGNER / ARCHITECT.

ALL DETAILS ARE INDICATIVE ONLY. REFER TO ENGINEERS DRAWINGS FOR DESIGN OF PATHS, FOOTINGS, ETC.
PROVISIONS SHOULD BE MADE FOR THE CONNECTION OF OVERFLOW OR WATER DISCHARGE FROM FIXTURES SUCH AS
H.W.S. AND A.C. TO APPROVED DRAINS AS REQUIRED BY THE RELEVANT LOCAL AUTHORITY.

EXPECTED MINIMUM REQUIREMENTS FOR EXPANSION AND ALLOWABLE RELATION IN FITTINGS AS FOLLOWS:

CLASS M_H1_H2 £ AND P SITES

 

 

RIENMAC PTY LTD

ABN, 52 010 666 430 ACA 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR,
SAINT CIRINO,

137 BRISBANE ROAD,

(PO BOX 149)
MOOLOOLABA OLD 4557

Email;- info@rienmac,net
Web:- www-rienmac.net

 

P- (07) 5349 0762|

 

CLIENT:
GREEN EARTH HOMES

PROJECT:

PROPOSED DUPLEX DEVELOPMENT

5 VENTURA STREET,
SUNRISE BEACH QLD

REAL PROPERTY DESCRIPTION & COUNCIL:

LOT {14 ON RP{32135, PARISH OF WEYBA,

COUNTY OF MARCH.
NOOSA SHIRE COUNCIL

DRAWING TITLE:

PLUMBING NOTES AND DETAILS

4567

 

 

 

 

 

 

 

 

 

PETER RIENECKER - RPEQ 2088

 

Designed: AW/PLR Drawn: AW
SCALES:
Engineer: PLR|DATE: 31 OCT 19
rite Person ton Rone Colin nee JOB NUMBER | DWG No. | ISSUE
| DO NOT SCALE OFF DRAWINGS. | A3 [SHEET | OF 1%  |CHECKED: PLR

 

 

 

Page 12

GENERAL NOTES

THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS DRAWINGS AND
SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ALL
DISCREPANCIES SHALL BE REFERRED 10 THE SUPERINTENDENT FOR DECISION BEFORE PROCEEDING WITH THE WORK.

ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION
AND FABRICATION IS COMMENCED. THE ENGINEER'S DRAWINGS SHALL NOT BE SCALED.

DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A STABLE CONDITION AND
ENSURE NO PART IS OVER-STRESSED.

WHERE EXCAVATION WORK IS TO BE CARRIED QUT ADJACENT TO EXISTING FOOTINGS, THE EXACT LEVEL OF THE UNDERSIDE OF
THE FOOTINGS SHALL BE OBTAINED BY TEST PITS PRIOR TO EXCAVATION. UNDERPINNING AND SHORING OF THE STRUCTURE
SHALL BE CARRIED OUT AS REQUIRED AND THE EXISTING STRUCTURE SHALL BE MAINTAINED IN A STABLE AND UNDAMAGED
CONDITION.

WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE RELEVANT CURRENT SAA CODES (INCLUDING ALL AMENDMENTS)
AND THE STATUTORY AUTHORITIES REQUIREMENTS, EXCEPT WHERE VARIED BY THE CONTRACT DOCUMENTS

ALL DIMENSIONS ARE IN MILLIMETRES, UNLESS NOTES OTHERWISE. ALL LEVELS ARE EXPRESSED IN METRES.

FOOTING NOTES

ALL FOOTING EXCAVATIONS SHALL BE CLEANED OF LOOSE MATERIALS AND WATER,

WHERE VERIFIED FOUNDATION MATERIAL IS BELOW THE UNDERSIDE OF FOOTINGS AS DETAILED, BACKFILL ADDITIONAL EXCAVATION
WITH WEAK MIX CONCRETE.

SIDES OF FOOTINGS SHALL BE FORMED AS NECESSARY WHEN EXCAVATED FACE IS NOT STABLE.
ALL WALLS AND COLUMNS SHALL BE CONCENTRIC WITH SUPPORTING FOOTINGS, UNLESS OTHERWISE NOTED ON THE DRAWINGS.

UNLESS APPROVED BY THE SUPERINTENDENT, EXCAVATIONS SHALL NOT EXTEND BELOW A LINE DIPPING AT 30° AND AWAY FROM
THE NEAREST UNDERSIDE CORNER OF ANY FOOTINGS.

CONCRETE NOTES

ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS3600.

ALL SLABS ON GROUND TO BE CAST ON A WATERPROOF MEMBRANE ON A 50mm SAND BED, MEMBRANE IS TO EXTEND UNDER
INTEGRAL GROUND BEAMS AND IS TO BE EXTENDED A MINIMUM OF 200mm DOWN THE FACE OF DEEP BEAMS. MEMBRANE IS TO
BE POLYETHYLENE FILM 0.2mm THICK AND IMPACT RESISTANT. LAP JOINTS 200mm AND SEAL THE LAPS WITH WATERPROOF
ADHESIVE TAPE. SEAL PENETRATIONS WITH WATERPROOF TAPE.

PROVIDE A TERMITE BARRIER IN ACCORDANCE WITH AS3660.1.
ALL CONCRETE 10 BE VIBRATED.
CONCRETE QUALITY SHALL BE NORMAL CLASS, UNLESS NOTED OTHERWISE.

MAXIMUM AGGREGATE SIZE = 20mm.
SLUMP = 80mm +/- 15mm. F'c - 25MPa.

BLOCKWORK NOTES

BLOCKWORK SHALL NOT BE FILLED TO A HEIGHT OF GREATER THAN 2400mm, DURING ANY ONE POUR.
CONCRETE BLOCKS TO HAVE A CHARACTERISTIC STRENGTH OF 1SMPa MINIMUM.
BUILD ALL FIXINGS FOR ARCHITECTURAL DETAILS.

ALL BLOCKWORK MATERIALS AND WORKMANSHIP SHALL COMPLY WITH AS3700. BLOCKS FOR USE IN REINFORCED CONCRETE FILLED
WALLS SHALL BE 20.48 & 15.48 SERIES.

MORTAR SHALL BE MIXED BY MECHANICAL MIXERS IN ACCORDANCE WITH AS{23 IN THE FOLLOWING PROPORTIONS BY VOLUME OF-
PORTLAND CEMENT : HYDRATED LIME : CLEAN PIT SAND,

- BELOW DAMP COURSE LEVEL 1 : 0.25 : 3

- ABOVE DAMP COURSE LEVEL 1 : 1: 6

ALL BLOCKS SHALL BE LAID ON A FULL BED OF MORTAR.

ALL WALLS SHALL BE BONDED OR TIED AT THEIR INTERSECTIONS.

REINFORCED CONCRETE MASONRY WALLS SHALL BE FILLED WITH GROUT OF F'c = 20MPa; SLUMP = 225mm; MAXIMUM AGGREGATE
SIZE = Smm; CLEAN OUT BLOCKS SHALL BE EMPLOYED IN THE BOTTOM COURSE AND ALL MORTAR DROPPINGS RAKED QUT PRIOR
TO FILLING

GROUT FILLING SHALL BE THOROUGHLY RODDED USING A PLAIN ROUND BAR.

TIMBER NOTES

ALL TIMBER ELEMENTS AND CONSTRUCTION DETAIL ARE TO COMPLY WITH THE DETAILS GIVEN IN AS1684 NATIONAL TIMBER
FRAMING CODE.

STRUCTURAL STEELWORK NOTES
¢ ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS4100, AS/NZS4600, AS/NZS1554 AND AS/NZSHB62.

¢ UNLESS NOTED OTHERWISE, ALL STEEL SHALL BE;
- GRADE 300 PLUS FOR HOT ROLLED SECTIONS.
- GRADE 300 PLUS FOR WELDED SECTIONS (WB, WC).
- GRADE 300 PLUS FOR MERCHANT BAR (ROUND, SQUARE AND FLAT).
- GRADE 250 FOR PLATES.
- GRADE (350 FOR RHS, SHS AND CHS.

¢ COMMERCIAL GRADE BOLTS SHALL CONFORM TO AS/NZS1111 AND AS4100. HIGH STRENGTH STRUCTURAL BOLTS SHALL
CONFORM TO AS/NZS1252 AND AS4100. WELDS SHALL CONFORM 10 AS/NZS1554 AND WELDING ELECTRODES TO AS/NZS1553.

¢ — ALL DETAILS, GAUGE LINES, ETC, WHERE NOT SPECIFICALLY SHOWN ARE 10 BE IN ACCORDANCE WITH AISC DESIGN CAPACITY
TABLES FOR STRUCTURAL STEEL AND AISC STANDARDISED STRUCTURAL CONNECTIONS.

¢ — BEFORE FABRICATION IS COMMENCED THE CONTRACTOR SHALL SUBMIT COPIES OF THE SHOP DRAWINGS TO RIENMAC FOR
REVIEW. REVIEW DOES NOT INCLUDE CHECKING OF DIMENSIONS.

* UNLESS NOTED OTHERWISE, ALL WELDS SHALL BE 6mm CONTINUOUS FILLET FROM E48XX ELECTRODES. ALL WELDS SHALL BE
CATEGORY SP.

«ALL BOLTS SHALL BE GRADE 8.8/S UNLESS NOTED OTHERWISE.
ALL BOLTS SHALL BE M20, UNLESS NOTED OTHERWISE.

¢ — ALL CLEATS AND GUSSETS SHALL BE 10mm PLATE, UNLESS NOTED OTHERWISE.

« — CONCRETE ENCASED STEELWORK SHALL HAVE A MINIMUM OF 50mm OF CONCRETE ENCASEMENT REINFORCED WITH W5 WIRE
WRAPPING AT 150 CRS OR FGW41 FABRIC, UNLESS NOTED OTHERWISE.

e STRUCTURAL STEELWORK SHALL HAVE THE FOLLOWING SURFACE TREATMENT IN ACCORDANCE WITH AS/NZS2312, UNLESS
NOTED OTHERWISE.

 

ELEMENT SURFACE CLEANING PRIME COAT TOP COATS

ALL STEELWORK 75 MICRONS REFER ARCHITECT
WITHIN AIRSEAL CLASS 1 ZINCPHOSPHATE

OF BUILDING

ALL STEELWORK HOT DIP REFER ARCHITECT
OUTSIDE AIRSEAL CLASS 2.5 GALVANISED

OF BUILDING

 

« — MEMBERS TO BE ENCASED IN CONCRETE OR FIRE SPRAYED MUST NOT BE PAINTED.

¢ ALL HOT DIP GALVANISED MEMBERS SHALL BE PROVIDED WITH VENT AND DRAINAGE HOLES IN ACCORDANCE WITH THE
GALVANISER'S RECOMMENDATIONS.

¢ WHERE MEMBERS SHOWN ON THE STRUCTURAL OR ARCHITECTURAL DRAWINGS ARE REQUIRED TO BE CURVED, BENT OR
ROLLED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE METHODS REQUIRED 10 ACHIEVE THE REQUIRED SHAPES WITHOUT
LOCALISED DISTORTION OF THE MEMBERS.

¢ TRIMMING MEMBERS FOR MECHANICAL/HYDRAULIC PENETRATIONS ARE NOT NECESSARILY SHOWN.

«TRIMMING MEMBERS FOR VALLEYS, FREE EDGES, RIDGES, ETC ARE NOT NECESSARILY SHOWN. REFER 10 PURLIN
MANUFACTURER'S FOR DETAILS.

© F.S.B.W. INDICATES COMPLETE PENETRATION FULL STRENGTH BUTT WELD

e THE CONTRACTOR SHALL PROVIDE AND LEAVE IN PLACE UNTIL PERMANENT BRACING ELEMENTS ARE CONSTRUCTED, SUCH
TEMPORARY BRACING AS IS NECESSARY TO STABILISE THE STRUCTURE DURING ERECTION,

¢ ROOF AND/OR WALL SHEETING SHALL BE FIXED TO PURLINS OR GIRTS IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS.

« CAP HOLLOW SECTIONS WITH 3mm END PLATES, UNO.

« FOR GALVANISED COATINGS, REPAIR DAMAGE AND SITE WELDS WITH TWO COATS OF TWO PACK EPOXY POLYAMIDE
ZINC-RICH PAINT CONTAINING A MINIMUM 92% ZINC DUST IN THE DRY FILM,

¢ — GROUT UNDER BASEPLATES 10 BE HIGH STRENGTH CEMENTITIOUS, NON-SHRINK MASTERFLOW 870 or EQUIVALENT, UNO.

 

RIENMAC PTY LTD

ABN, 52 010 666 430 ACA 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:

SUITE 5, FIRST FLOOR,

SAINT CIRINO, Em
137 BRISBANE ROAD,

(PO BOX 149)
MOOLOOLABA OLD 4557

 

   

(07) 5349 0762
info@rienmac,net
1 WWW-rienmac net

 

 

CLIENT:
GREEN EARTH HOMES
PROJECT:

PROPOSED DUPLEX DEVELOPMENT

5 VENTURA STREET,
SUNRISE BEACH QLD 4567

REAL PROPERTY DESCRIPTION & COUNCIL:
LOT 114 ON RP132135, PARISH OF WEYBA,

COUNTY OF MARCH.
NOOSA SHIRE COUNCIL
DRAWING TITLE:

 

Designed: AW/PLR Drawn: AW

 

SCALES:

 

Engineer: PLR|DATE: 31 OCT 19

 

This draying is not lo be copied or amended yilhout
eitten permission from Rienmac Consulting Engineers

 

19544) S12) A

JOB NUMBER | DWG No. ISSUE

 

 

 

 

PETER RIENECKER - RPEQ 2088

 

DO NOT SCALE OFF DRAWINGS. | A3 [SHEET 2 OF 14 CHECKED: PLR

 

 

 

Page 13

SHEAR CAPACITY

 

 

 

 

 
  
  

TABLE 8.18

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
  
  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RAF TERS, JOISTS or TRUSSES 10 (kN) (th) PLYWOOD SHALL BE NAILED TO FRAME USING 30x2.86 GALVANISED FLATHEAD NAILS OR EQUIVALENT. )
BRACING WALL Unseasoned Seasoned 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
—=eeeeesSse seers Timber Timber RODS BUT SHEATHING SHALL BE NAILED TO TOP AND BOTTOM PLATES AND ANY HORIZONTAL JOINTS @5Omm CENTRES.
y A B L E 8.2? ) J2 3 Jh JD4 | JDS | JD6 MINIMUM PLYWOOD THICKNESS. (mm) BRACING
7 HORIZONTAL BUTT JOINTS PERMITTED, PROVIDED NAIL FIXED TO NOGGING AT iva
TRUSSED_ROOFS S = 150mm CENTRES FOR METHOD A, or S = 50mm CENTRES FOR METHOD B.
(b) NAILS OR SCREWS THROUGH THE TOP PLATE SHALL BE PLACED IN BOLTS ™ " ™ 7 at 7 PA
HOLES THAT PERMIT FREE VERTICAL MOVEMENT OF THE TRUSSES. M10 64 141 126 43 30 20 ‘60 «4 STRESS GRADE | STUD SPACING (mm)
PROVIDE CLEARANCE WHERE 450 600
90x35mm FB or 90x45 FS TRIMMER (ONE BOLT) ROOF IS TRUSSED. M12 76 14.9 | 30 54 36 25 ,
120x35mm F8 or 120x45 F8 TRIMMER (TWO BOLTS) 5 8 i 9
2mi0 | 12 |8 {54 84 759 | 4 a S) to i : ;
3 METHOD A:
BRACING WALL ami | B f93 |6t $98 ]7 4.9 far ‘ 4s 64
BATTEN SCREWS FASTENER SPACING, S (mm) he bs
TOP AND BOTTOM PLATE: ,
Ne " 48 |35 |25 [35 |25 | 18 “0 60
- METH
PE ‘ af 69 49 6.9 49 3.6 VERTICAL EDGES 150
3/No 14 3 93 6.6 98 Th 54 t q INTERMEDIATE STUDS 300
SCREWS or BOLTS AS PER TYPE 17 SHEATHED PANELS SHALL. BE
TABLE, CONNECTED TO SUBFLOOR.
FRAMING ANCHORS (LEGS NOT
FOR METHOD A ONLY: M12 ROD TOP TO
BENT) $12.8nne NAILS EACH BOTTOM PLATE EACH END OF
. SHEATHED SECTION.
(@) NAILNG PLATES OR FRAMING ANCHOR (LEGS NOT NAILS
BENT) TO EITHER END OF NOGGING 6/2.8mm@ aoe 150 136 125 136 | a0 0 METHOD A METHOD B
wtcys: TIER END” 2No 1h TYPE 17 BATTEN ” . . - - . - NOTE: FOR PLYWOOD FIXED TO BOTH SIDES OF THE WALL, SEE CLAUSE 8.3.6.5. & 8.3.6.10.
9035mm FB or 6/3.050 | 66 J4.7 | 3.4 | 5.0 4.2 3.4 XS y
90x45 F5 TRIMMER,
4/3330 | 56 | 4.0 | 28 4.0 33 25 PLY BRACING WALL DETAILS
eS a ee THE BOTTOM OF ALL BRACING WALLS ARE TO BE FIXED TO
BOLTS THE FLOOR FRAMING AS PER TABLE 8.23 AND 8.24 OF RMAC exp
i IVI
Mio} 64 far [26 f43 | 30 | 20 AS16842. «ONG VL
GAP TO M12 16 49 3 9.1 3.6 2.5 ates ans FLOR P;- (07) 5349 0762
< SAINT CIRINO, Email;- info@rienmac,net
TRUSS M16 B 8.0 3 8.4 5.9 4.0 81 BSBA ROAD, Web:- www.rienmac.net
M
SHEAR BLOCKS NALED OR BATTEN SCREWS ce
BOLTED AS PER TABLE. 1 GREEN EARTH HOMES
BRACING WALL. Me , 97 169 f49 769 | 4.9 3.6 PROLECT:
JIN tk PROPOSED DUPLEX DEVELOPMENT
0
met ° " s " " ‘ 5 VENTURA STREET
(f) RAFTERS FOR CEILING JOISTS. SUNRISE BEACH QLD 4567
REAL PROPERTY DESCRIPTION & COUNCIL:
LOT 114 ON RP{32135, PARISH OF WEYBA,
COUNTY OF MARCH.
FRAMING ANCHOR (LEGS NOT BENT) NOOSA SHIRE COUNCIL
6/2.8mm@ NAILS EACH FACE. DRAWING TITLE:
TIEDOWN & BRACING DETAILS
65 4.6 | 33 4.9 4 31 Designed: AW/PLR Drawn: AW
SCALES: 1:20
Engineer: PLR|DATE: 31 OCT 19
BRACING WALL. This draying is not lo be copied nded_yilhout $13
Ng ) writen permission tram Rienmor Covsllng Engheers JOB NUMBER | DWG No. ISSUE
PETER RIENECKER - RPEQ 2088 DO NOT SCALE OFF DRAWINGS. | A3 [SHEET 13° OF 14 CHECKED: PLR

 

 

 

 

 

 

Page 14

 

APPENDIX A REQUIREMENTS FOR SITE DRAINAGE.

 

 

 

+ NN
oz = )
“ | Ss __ >\
S = NN
\
\ 4
TO OUTFALL \

Up
N\
~

Rp
Fly

| v

ay TO QUTFALL
B. DRAINAGE LAYOUT FOR WET SITE

 

TO OUTFALL TO OUTFALL

EARTH DRAIN REQUIRED IF
FACE IS LIKELY TO SCOUR,

A, TYPICAL DRAINAGE LAYOUT

 

        

 

 

 

So
aS
z\e
“3 :
\ “<—__FARTH ORAIN
(FALL +100)
— GROUND OUTSIDE
_t To ) RESIDENCE 10 pau 1 SLAB CAST ABOVE GROUND
VV Sy EARTH DRAIN AT ‘100. LEVEL TO SUIT DRAINAGE
TO OUTRALL TO OUTFALL CONDITIONS AND FALLS To
oo - ait cap ¢ SEWERS AS PER LOCAL
(DRAINAGE LAYOUT FOR CUT & FILL SITE AUTHORITY. ORDINANCES
NOTES:-

 

1, THE SITE MUST BE SO GRADED AND DRAINED THAT THE WATER IS SHED FROM THE BUILDING PLATFORM IN ACCORDANCE WITH THE ABOVE
PRINCIPLES.

2. PROVISION OF PAVING, SURFACE GUTTERING OR UNDERGROUND PIPING WILL ALL ASSIST IN ACHIEVING GOOD DRAINAGE
3. GOOD DRAINAGE MUST BE MAINTAINED THROUGHOUT CONSTRUCTION AS WELL AS AFTER PRACTICAL COMPLETION

4. DRAINAGE MUST NOT BE DIRECTED AT AN ADJACENT LOT IN A CONCENTRATED FORM

 

APPENDIX B SITE PREPARATION AND EARTHWORKS.

 

 

 

BANK WIDTH 1800mm OR AS FOLLOWS FOR VARIOUS SOIL TYPES.
A- 15 d - WEATHERED ROCK : WELL GRADED GRANULAR FILLS.
B- 2.0 d - CLAYS : SILTY, SANDY AND GRAVELLY CLAYS.

C- 3.0 d - SILTS ; SANDS AND SOFT CLAYS

 

ii

MATERIAL.
FALL FLOOR SLAB 6h

COMPACTED CUT

 

 

 

   

DRAINAGE SYSTEM
REFER APPENDIX A

WHERE ‘d' EXCEEDS 1200mm, REFER TO ENGINEER FOR
RE-APPRAISAL OF FOOTING AND SLAB DESIGN

WHERE BANK WIDTHS SPECIFIED ABOVE CAN NOT BE ATTAINED DUE 10 SITE CONSTRAINTS.
REFER TO ENGINEER FOR DESIGN OF RETAINING WALL AND/OR PIERS TO NATURAL GROUND.

NOTES:-

 

1. THE CONFINES OF THE BUILDING SITE ARE TO BE STRIPPED AND ALL VEGETATION REMOVED FROM THE BUILDING AREA. GRUB
HOLES ARE TO BE BACKFILLEO ANO COMPACTED AS INDICATED IN NOTE 2

2. WHERE SLAB AND FOOTINGS ARE 10 BE FOUNDED IN FILL, BUILDING PLATFORMS SHALL BE BUILT UP IN LAYERS AND
COMPACTED TO ATTAIN A MINIMUM UNIFORM FIELD DENSITY OF 98% STANDARD COMPACTION FOR COHESIVE FILL MATERIAL AND A
MINIMUM DENSITY INDEX OF 70% RELATIVE TO TEST £6.1 FOR GRANULAR (NON-COHESIVE) FILL MATERIAL.

3. SOIL MOISTURE CONTENT SHOULD BE MAINTAINED NEAR OPTIMUM DURING COMPACTION. SMOOTH ORUM ROLLERS MAY BE USED
FOR GRANULAR FILLS, VIBRATING SHEEPFOOT ROLLERS ARE RECOMMENDED FOR CLAYS

THE QUALITY OF COMPACTION SHOULD BE TESTED BY A RECOGNISED TESTING AUTHORITY - IT IS THE BUILDER'S RESPONSIBILITY
TO ENSURE THAT THE TEST (or TESTS) GIVE AN ACCURATE INDICATION OF THE QUALITY AND DEGREE OF COMPACTION OF THE
FILL THROUGHOUT THE ENTIRE DEPTH AND ACROSS THE WHOLE PLATFORM.

 

   
    
  

RIENMAC eryiro

ABN. 5? 010 666 430 ACK 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR,
SAINT CIRINO,

137 BRISBANE ROAD,

(PO BOX 149)
MOOLOOLABA OLD 4557

P.- (07) 5369 0762]
fo@rienmac,net
Web:- www-rienmac.net

 

 

CLIENT:
GREEN EARTH HOMES
PROJECT:

PROPOSED DUPLEX DEVELOPMENT

5 VENTURA STREET,
SUNRISE BEACH QLD 4567

REAL PROPERTY DESCRIPTION & COUNCIL:

LOT 114 ON RP132135, PARISH OF WEYBA,
COUNTY OF MARCH.

NOOSA SHIRE COUNCIL

DRAWING TITLE:

APPENDIX A & B

 

Designed: AW/PLR Drawn: AW

 

SCALES:

 

 

 

 

 

 

 

PETER RIENECKER - RPEQ 2088

 

Engineer: PLR|DATE: 31 OCT 19
yiten hein ton Resa Conattg Eee JOB NUMBER | DWG No. | ISSUE
DO NOT SCALE OFF DRAWINGS. | A3 [SHEET th OF 14 CHECKED: PLR