16427 - 26Oct16 · OPW16/0270

Page 2

NOTE:

ALL EARTH WORKS ARE TO BE CARRIED OUT IN ACCORDANCE WITH THE SLOPE STABILITY
REPORT. ALL EARTH WORKS ARE TO BE SUPPORTED BY ENGINEERED RETAINING WALLS. ALL
STORM WATER IS TO BE DEALT WITH IN ACCORDANCE WITH THE REPORT. LOOSE MATERIAL
WAS FOUND TO AT LEAST 1800mm DEPTH. ALL FOOTINGS ARE TO BE FOUNDED THROUGH THE
LOOSE MATERIAL INTO THE MEDIUM DENSE SAND.

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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| | | | | | A.B.N. 52 010 666 430 A.C.N. 010 666 430
| | lez C2 & C2 & CONSULTING CIVIL &
iar | Il | PFI (2 PFI (a) Pri (dy (ne STRUCTURAL ENGINEERS
A ' I| jl SUNSHINE COAST OFFICE:
C2 ¢ C2 ¢ C2 SUITE 5, FIRST FLOOR, P:- (07) 5478 250
=| PFI(o) PFI (a (BY at (aNC2 Beir | | SAINT CIRINO, F:- (07) 5444 (isd
z ~ ~ ~ PF ~ PFI AY | 137 BRISBANE ROAD, Email:- info@rienmac. biz
1 | | (PO BOX 149) info@rienmac.,ne'
IVI | ian | MOOLOOLABA QLD 4557___Web:~_ www,rienmac,bi
CLIENT:
I | AI , GREEN EARTH HOMES
Il C2 & C2 & | IAI pri(bX. — £2 &%N _ _ C2 § C2 YS (ar C2 ¢ PROJECT:
I} —— PE — Pela Hi : PRI ~— PFI” PFI — PF PROPOSED RESIDENCE
ll c2 Ng NC2 al
S17] PRI ‘EPr ah | 22 LITTLE COVE ROAD
% | | NOOSA HEADS QLD 4567
LC2 #2 GN C2 tr NIL ps — 2
[4| PFI — PFI — PFI ~ [,.LESELEEELELE LA LLIL LLL ELLE LLL ELLY ZA REAL PROPERTY DESCRIPTION # COUNCIL:
LOT 52, RP 52418
PARISH OF WEYBA, COUNTY OF MARCH
THE BASE OF RWI @ RW2 FOOTINGS |S TO BE q
SATURATED AND COMPACTED WITH A NOOsA SHIRE COUNCIL
VIBRATING PLATE COMPACTOR. FOOTING PLAN
GROUND FLOOR FRAMING PLAN
FOUNDATION DESIGN IS BASED ON REPORT No, 2330I(S) ¢ 2330I(SL) SOIL REPORT ¢ FOOT | NG P | AN -
SLOPE STABILITY REPORT BY SCG ENGINEERS. REFER TO THIS REPORT FOR SOIL Designed: PLR Drawn: LR
CONDITIONS EXPECTED ON SITE, IF ACTUAL SOIL CONDITIONS VARY SIGNIFICANTLY FROM
THOSE IN THE REPORT. CONTACT ENGINEER FOR RE-APPRAISAL OF FOOTING DESIGN. SCALES: |:100
ALL FOOTINGS TO BE FOUNDED IN MATERIAL OF MINIMUM SAFE BEARING CAPACITY Engineer: PLR |DATE: 7 OCT Ie
l00kPa, ANY FILL MATERIAL BENEATH SLABS IS TO BE COMPACTED IN LAYERS TO
ACHIEVE A MINIMUM UNIFORM DENSITY OF 98% STANDARD COMPACTION. 16427 S52 B
CONFIRM ALL STEPS AND FALLS WITH ARCHITECTS DRAWINGS. The dig te cet rove watt wit | JOB, NUMBER DWG No. | ISSUE
permission from Rienmac Consulting Engineers .
CJ - FULL HEIGHT CONTROL JOINT TO MASONRY. PETER RIENECKER - RPEQ 2088 | | Do Nor SCALE oF DRAWINGS, | A3 |SHEET 2 OF [2 |CHECKED: PLR

 

 

 

 

 

 

Page 3

TIMBER DECK.

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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C2 TO DOUBLE i | B3 Baiic2 ps. Bat 16
JOIST. C2 Ta BR io] r SEE MEMBER SCHEDULE
4, JOIST HANGERS R ON DRAWING 94.
J5 TO 2/JIA. o
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| cq ||P 300 RIENMAC PTY LTD
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; EXTEND RETAINING {a | STEP A.BN. 52 010 666 430 A.C.N. 010 666 430
WALLS FOR EXTENT VAS 2115 JI al J Jl ¢ CONSULTING CIVIL ¢
OF BATTERED BANK. C2te 4 STRUCTURAL ENGINEERS
LF c2 Fe Yc2 < ~~~ |__| —___ IL Be
N R ; 2 “FT | In SUNSHINE COAST OFFICE:
hg Gy nt fal A Ww SUITE 5, FIRST FLOOR, P:- (07) 5478 2501
hy SL) al 33 B32 53 Ji 5 SAINT CIRINO, - (07) 5444 lisd
SIS LE, | yv Le 4 C2H== = a a I Jl JI 137 BRISBANE ROAD, Email:- info@rienmac. biz!
F RAM | N P | AN iy, MLD Loo a \~ " I< | (PO Box 14a) [email protected]
4 -—7— 4a C2 f Il a & LMOOLOOLABA QLD 4557 __Web:=_wuw.rienmac_bi
ET L CLIENT:
| | 5 5 GREEN EARTH HOMES
25 SLAB | LATER F72
MESH 40 TOP COVER. —J—— | : 8 3 a He? Stic2 | PROPOSED RESIDENCE
a
CROSSOVER TO BE IN ACCORDANCE | |
WITH COUNCIL SPECIFICATIONS. aa | 11 4 Oo 2 B3 B3 C2 B3 i " < 122 LITTLE COVE ROAD
C2 oo er -— =<
iS 2h 2 pol |i 3 x | NOOSA HEADS QLD 4567
RISE [50mm FROM ROAD LEVEL > i
OVER 2.5m ie. | in lé. | | ta 5 il [SAL FROPERTY DESCRIPTION 4 COUNCIL:
7
KE | J4 nN :
Ss i PARISH OF WEYBA, COUNTY OF MARCH
EXISTING BITUMEN ROAD. er l | 2A S J}. L5 Jo jis LIB4 He5 | Noosa SHIRE COUNCIL
DRAWING TITLE:
SAW CUT EXISTING BITUMEN SURFACE UNTIL LILI LE 2714 C2 C2 8 | FIRST FLOOR FRAMING PLAN
SOUND COMPETENT MATERIAL IS FOUND. Lief /NA oman ANGLE 2/12 TO BE Ct B3__| 2 :
0 . —S
SIAN] 22 TO Dd, i 4 5 i
CL iz a B3 Designed: PLR = Drawn: LR
S “ Ter DFR EN 3 Oe SCALES \00
4) C2 B3 C2 LES: I:
CONCRETE DRIVEWAY TO EXTEND TO COMPACTED BATTERED PI OVER.
ROAD ALIGNMENT WHICH IS TO BE EARTH BANK AS REQUIRED. Engineer: PLR |DATE: 7 OCT |é
ADVISED BY COUNCIL. REPAIR ROAD | S OO F RAM | N P LAN
SURFACE AS REQUIRED.
FILL MATERIAL COMPACTED UNDER TO 16427 53 B
Coen NST OF 95% STANDARD This drawing is not to be caves or amended without written JOB NUMBER DWG No ISSUE
. permission from Rienmac Consulting Engineers *
PETER RIENECKER - RPEQ 2088 | DO NOT SCALE OFF DRAWINGS, | A3 |SHEET 3 OF 12 |CHECKED: PLR

 

 

 

 

 

 

Page 4

MEMBER SCHEDULE AND NOTES
DESIGN WIND SPEED = WIND CLASSIFICATION N3 - AS4055.
ALL TIMBER EXPOSED TO THE WEATHER TO BE DURABILITY CLASS 2 OR BETTER.

LAMBEAMS € LVL's EXPOSED TO THE WEATHER ARE TO BE PROTECTED IN ACCORDANCE
WITH MANUFACTURERS SPECIFICATIONS.

TIEDOWN ENDS OF ALL LINTELS AND ROOF BEAMS WITH |/MI2 ANCHOR ROD, UNO.
ALL MEMBERS NOTED AS H3 TREATED ARE TO BE H3 TRU-CORE TREATED,

WALL FRAMING

STUDS - 90x35 MGPI2 STUDS @450 CRS MAX NOT NOTCHED.

TOP PLATE - 2/90x35 MGPI2. TIEDOWN WITH MI2 ANCHOR RODS AT ENDS AND @1800
CRS MAX FOR ROOF SPANS UP TO 4.3m AND @1200 CRS MAX FOR ROOF SPANS UP TO
7.2m,

BOTTOM PLATE - 90x35 MGPI2, STUDS TO BE IN LINE WITH JOISTS OR PROVIDE
SOLID NOGGING IN BETWEEN FOR SUPPORT,

STUDS BESIDE OPENINGS 0 - 2600 2 STUDS
2600 - 4300 3 STUDS
4300 - 4500 4 STUDS

>4500 - 75x75x4.0 SHS,

BATTENS (METAL ROOF) - 38x75 FIl @900 CRS MAX. 1/75mm No 14 TYPE |7 SCREW
TO EACH RAFTER / TRUSS.

GT - GIRDER TRUSS,

HT - HIP TRUSS,

JT - JACK TRUSSES @900 CRS MAX TO TRUSS MANUFACTURER'S SPECIFICATIONS.

T - TRUSSES @900 CRS MAX TO TRUSS MANUFACTURERS SPECIFICATIONS,

BUILDER TO SUBMIT TRUSS LAYOUT TO ENGINEER FOR CONFIRMATION OF LINTEL SIZES,
ETC,

Bl - 240x63 HYSPAN BEARER IN PLANE OF JOISTS. JOIST HANGERS TO JOISTS IN
ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.

B2 - 240x85 2IC LAMBEAM CONT SPAN,

B3 - 300x63 HYSPAN H3 TREATED CONT SPAN WHERE POSSIBLE.

B4 - 120x65 2IC LAMBEAM.

Bs - [50x75 Fl4 BEARER IN PLANE OF JOISTS, JOIST HANGERS TO EACH JOIST,
Bo - 125x75 Fl4.

B7 - 225x75 Fl4,

Be - 175x75 Fl4,

Ba - 150x75 Fl4.

BIO - 240x63 HYSPAN CONT SPAN H3 TREATED.

Cl - 89x89x3.5 SHS COLUMN. C2 - 89x89x3.5 SHS COLUMN.

ET - EDGE THICKENING.

DOUBLE JOISTS UNDER ALL LOADBEARING WALLS, UNO.

DJ - DOUBLE JOISTS.

Ji - HJ24090 HYJOIST | BEAM JOISTS @450mm CRS CONT SPAN WHERE POSSIBLE TO
BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.

JIA - 240x45 HYSPAN JOISTS CONT SPAN WHERE POSSIBLE.

J2 - 240x45 HYSPAN JOISTS CONT SPAN @450mm CRS MAX.

J3 - 175x50 Fl4 JOISTS @450mm CRS MAX,

J4 - 150x50 FI4 JOISTS @300mm CRS MAX CONT SPAN,

J5 - 150x50 Fl4 JOISTS @450mm CRS MAX,

Jé - 125x50 FI4 JOISTS @450mm CRS MAX,

J7 - HJ24045 HYJOIST | BEAM JOISTS @450mm CRS MAX, CONT SPAN.

ALL LINTELS ARE HYSPAN, UNO,
LI - DOUBLE TOP PLATE. L2 - 90x63 L3 - 130x63 L4 - 150x63
L5 - 170x63 L@ - 200x63  L7 - 240x63 LB - 300x63

 

PI - 84x89x3,5 SHS POST,
P2 - 125x125 HWD POST.

PPI - 150x45 HYSPAN POLE PLATE IN PLANE OF RAFTERS/TRUSSES 2Nol4 BATTEN
SCREWS TO EACH STUD (ie. @450mm CRS) MIN 50mm PENETRATION INTO
PREDRILLED HOLES IN STUDS TO AVOID SPLITTING,

PP2 - 125x50 Fl4 POLE PLATE. MI2 CHEMICAL ANCHORS TO BLOCK WALL AT ENDS AND
@450mm CRS MAX,

RI - [50x45 HYSPAN RAFTERS @900mm CRS MAX, | FRAMING ANCHOR EACH SUPPORT.
R2 - 170x45 HYSPAN RAFTERS @400mm CRS MAX. | FRAMING ANCHOR EACH SUPPORT.

RBI - 130x65 17¢ LAMBEAM H3 TREATED,
RB2 - 295x85 17C LAMBEAM,
RB3 - 195x85 17C LAMBEAM,
RB4 - (95x85 17C LAMBEAM.
RBS - 195x85 17C LAMBEAM.

ULI - [50x63 HYSPAN UPPER LEVEL LINTEL TO 3/2400 WIDE WINDOWS WITH MIN 2
STUDS BETWEEN WINDOWS # MI2 ANCHOR ROD BETWEEN STUDS.
UL2 - 150x63 HYSPAN UPPER LEVEL LINTEL TO 2700 MAX WIDE UPPER LEVEL LINTEL.

 
       

AT ENDS.

 

 

L_

ROOF FRAMING PLAN

 

 

 

 

GALV STRAP BRACING NAILED TO TOP
OF EACH RAFTER/TRUSS AND LOOPED

RIENMAC eryit

A.BN. 52 010 666 430 A.C.N. 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR,
SAINT CIRINO, F
[37 BRISBANE ROAD,
(PO BOx |44)

 

 

P:- (07) 5478 250
(07) 5444 |I5q
- info@rienmac,biz

info@rienmac,ne'

MOOLOOLABA QLD 4557 Web:— www ,rienmac, bi:

 

CLIENT:

GREEN EARTH HOMES
PROJECT:

PROPOSED RESIDENCE

22 LITTLE COVE ROAD
NOOSA HEADS QLD 4567

REAL PROPERTY DESCRIPTION ¢ COUNCIL:
LOT 52, RP 52418

PARISH OF WEYBA, COUNTY OF MARCH
NOOSA SHIRE COUNCIL
DRAWING TITLE:

ROOF FRAMING PLAN
MEMBERS SCHEDULE

 

Designed: PLR Drawn:

LR

 

SCALES: 1:100

 

Engineer: PLR |DATE: 7 OCT |é

 

6427 | S4

 

B

 

PETER RIENECKER - RPEQ 2088

 

 

Fea ee Bienes CeetieG Paros tot written | JOB NUMBER DWG No. | ISSUE
DO NOT SCALE OFF DRAWINGS. | AS |SHEET 4 OF 12 |CHECKED: PLR

 

 

 

 

Page 5

 

 

 

 

 

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FULLY PLY SHEET THIS WALL

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Leo ABOVE ¢ BELOW OPENINGS ¢
J Na AS FOR BRACING DETAILS.

 

 

 

 

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es |

 

PROVIDED = I5IkN

GROUND FLOOR BRACING PLAN

BRACING NOTES

- INDICATES BRACING WALL AND ANCHOR RODS.

|.2P INDICATES PLYWOOD NAILED TO STUDS AS PER METHOD A OF ASI684
TABLE 8,18(h) AND HOLD DOWN WITH ANCHOR RODS AT EACH END TO ACHIEVE
@.AKN/m BRACING STRENGTH.

BRACING DETAILS AS PER ASI684 - PART 2 FOR N3 WIND CLASSIFICATION,

ALL BRACING WALLS ARE TO BE CONNECTED TO THE CEILING FRAMING AS PER
ASI684 TABLE 8.22 TO TRANSFER THE DESIGNATED FORCES.

 

 

RIENMAC eryit

A.BN. 52 010 666 430 A.C.N. 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:

SUITE 5, FIRST FLOOR, P:- (07) 5478 250

  

SAINT CIRINO, F:- (07) 5444 (158
137 BRISBANE ROAD, Email:- info@rienmac. biz
(PO BOX 149) info@rienmac,ne'

MOOLOOLABA QLD 4557 Web:— www ,rienmac, bi:

 

CLIENT:

GREEN EARTH HOMES
PROJECT:

PROPOSED RESIDENCE

22 LITTLE COVE ROAD
NOOSA HEADS QLD 4567

REAL PROPERTY DESCRIPTION ¢ COUNCIL:
LOT 52, RP 52418

PARISH OF WEYBA, COUNTY OF MARCH
NOOSA SHIRE COUNCIL
DRAWING TITLE:

GROUND FLOOR BRACING PLAN

 

 

 

 

 

 

PETER RIENECKER - RPEQ 2088

 

 

 

Designed: PLR Drawn: LR

SCALES: 1:100

Engineer: PLR |DATE: 7 OCT |é
parmisoan tram Riownee Cortina tngraers | SOB NUMBER DWG No. | ISSUE
DO NOT SCALE OFF DRAWINGS, | A3 |SHEET 5 OF [2 |CHECKED: — PLR

 

 

 

Page 6

BRACING NOTES

- INDICATES BRACING WALL AND ANCHOR RODS.

|.2P INDICATES PLYWOOD NAILED TO STUDS AS PER METHOD A OF ASI684
TABLE 8,18(h) AND HOLD DOWN WITH ANCHOR RODS AT EACH END TO ACHIEVE
@.AKN/m BRACING STRENGTH.

BRACING DETAILS AS PER ASI684 - PART 2 FOR N3 WIND CLASSIFICATION,

ALL BRACING WALLS ARE TO BE CONNECTED TO THE CEILING FRAMING AS PER
ASI684 TABLE 8.22 TO TRANSFER THE DESIGNATED FORCES.

 

 

 

 

 

hi

 

 

 

 

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|
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4

 

 

 

 

 

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FIRST FLOOR BRAC

'e' ANCHOR ROD LOCATIONS
AS PER ASI684 FOR BRACING
WALLS ONLY.

 

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0.9P.

 

 

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PETER RIENECKER - RPEQ 2088

FORCE REQ'D = AIkN

FORCE REQ'D = 55kN
PROVIDED = 76kN

RIENMAC eryit

A.BN. 52 010 666 430 A.C.N. 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR,

[37 BRISBANE ROAD,
(PO BOx |44)
MOOLOOLABA QLD 4557

69AkKN

PROVIDED

P:- (07) 5478 250
SAINT CIRINO, F:- (07) 5444 (158
Email:- info@rienmac. biz

[email protected]!
Web:— www ,rienmac, bi:

 

CLIENT:
GREEN EARTH HOMES
PROJECT:

PROPOSED RESIDENCE

22 LITTLE COVE ROAD
NOOSA HEADS QLD 4567

REAL PROPERTY DESCRIPTION ¢ COUNCIL:
LOT 52, RP 52418

PARISH OF WEYBA, COUNTY OF MARCH
NOOSA SHIRE COUNCIL
DRAWING TITLE:

FIRST FLOOR BRACING PLAN

 

 

 

Designed: PLR Drawn: LR
SCALES: 1:100
Engineer: PLR |DATE: 7 OCT |é

 

16427 So

 

A

 

 

 

 

 

perniasion fram Renae Coraultig Engreers “| JOB NUMBER DWG No. | ISSUE
DO NOT SCALE OFF DRAWINGS. | AS |SHEET 6 OF 12 |CHECKED: PLR

 

 

Page 7

BOLSTER CUT SLAB (3Wx30D), FILL
JOINT TO 30mm BELOW SURFACE WITH
FOSROC EXPANDITE THIOFLEX 600G.

| LAYER F72 FABRIC.
30 TOP COVER.

x

Is
SUBGRADE TO BE COMPACTED TO 98%
STANDARD COMPACTION (TEST El.! ASI284).

EDGE THICKENING (ET)

S.0.G

      

 

 

200

 
 

 

|
YY

TOOLED JOINT (TJ)

FORM KEY IN EDGE OF Ist POURED SLAB COAST
FACE OF SLAB WITH BOND PREVENTATIVE.
(eg. HYDROSEAL, FORMOIL).

é

 

 

25

 

 

 

 

 

Ps ay & BUSA 228 (2 8 KK
RIT .
CUT EVERY 2nd WIRE DIRECTLY UNDER : 300 3 BAR FIITM.

 

JOINT ¢ DEPRESS FABRIC LOCALLY. 50 BOTTOM COVER.

KEYED JOINT (KJ)

 

 

TYPICAL TO ALL EDGES OF DRIVEWAY SLAB.
DISCONTINUE FABRIC 40mm FROM END.

ALTERNATIVELY: SAW CUT SLAB 3Wx30D WITHIN
24 HOURS OF CASTING SEAL AS ABOVE.

DRIVEWAY SLAB ON GROUND DETAILS

 

BARRIER/SEMI-MOUNTABLE
KERB AND CHANNEL, 7}

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Q
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ao

of

oe

PROPERTY BOUNDARY

 

1000.

 

 

 
 

 

 

 

 

 

J \nonsuir 2
FINISH, 5
CONSTRUCTION
Jont. = Ns a 2
_- 2
_ So
Ss
at
e
<x
MOUNTABLE KERB i a
AND CHANNEL. ~~~ 8
i

ALTERNATIVE PROFILE.

DRIVEWAY
CROSSING PLAN

DRIVEWAY NOTES:

|. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL.

CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES.

CONCRETE DRIVEWAY TO BE 125mm THICK EXCLUDING ANY FINISH

TREATMENTS. eg. STAMPED CONCRETE FINISH.

4. CONCRETE SURFACE TOLERANCE TO BE 0-5mm, OVER 3 METRE
SECTIONS.

5. CONCRETE N25 IN ACCORDANCE WITH ASI374 AND AS3600.

6. REINFORCEMENT FABRIC TO ASI304, 50 TOP AND EDGE COVER, LAP
FABRIC 250,

7, APPROVED MATERIALS FOR CONSTRUCTION:- CONCRETE or ASPHALT.

8. EXPANSION JOINTS TO BE lOmm WIDE, FULL DEPTH CLOSED CELL CROSS
LINKED POLYETHYLENE FOAM (85-|50kg/m3) OR COMPRESSED
GRANULATED CORKBOARD, INSTALLATION TO MANUFACTURERS
INSTRUCTIONS.

9. ALL DIMENSIONS IN MILLIMETERS.

lO. ONE ACCESS POINT TO BE CONSTRUCTED TO EACH LOT AS PER
STANDARD DRAWING.

Il. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF
CURVE,

2. ALL SERVICES NEED TO BE LOCATED PRIOR TO EXCAVATION.

WN

    

42
DRIVEWAY DETAILS AND s|-
NOTES TAKEN FROM COUNCIL =a
RESIDENTIAL DRIVEWAY skh F72 MIN FABRIC.
DRAWING R-0050. al

 

 

 

SAND BED.

BARRIER,
SEMI-MOUNTABLE,
MOUNTABLE KERB ¢
CHANNEL OR INVERT
CROSSING,

DRIVEWAY CROSSING

SAW CUT AND BREAKOUT
BACK OF KERB AND
CHANNEL.

 

3/NI2 Z BARS EACH
FACE 400 LEGS.

 

 

 

 

 

 

 

 

 

 

 

 

FOOTING STEP

 

 

 

 

 

 

DETAIL

 

 

PETER RIENECKER - RPEQ 2088

 

 

DETAILS

RIENMAC eryit

A.BN. 52 010 666 430 A.C.N. 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:

SUITE 5, FIRST FLOOR, P:- (07) 5478 2501

   

SAINT CIRINO, - (07) 5444 (158
137 BRISBANE ROAD, Email:- info@rienmac. biz
(PO BOX 149) info@rienmac,ne'

MOOLOOLABA QLD 4557
GREEN EARTH HOMES

PROJECT:

PROPOSED RESIDENCE

Web:— www ,rienmac, bi:

 

22 LITTLE COVE ROAD
NOOSA HEADS QLD 4567

REAL PROPERTY DESCRIPTION ¢ COUNCIL:
LOT 52, RP 52418

PARISH OF WEYBA, COUNTY OF MARCH
NOOSA SHIRE COUNCIL
DRAWING TITLE:

 

 

 

 

 

 

DETAILS

Designed: PLR Drawn: LR

SCALES: 1:20

Engineer: PLR |DATE: 7 OCT |é
parmisoan tram Riownee Cortina tngraers | SOB NUMBER DWG No. | ISSUE
DO NOT SCALE OFF DRAWINGS, | A3 |SHEET 7 OF |2  |CHECKED: — PLR

 

 

 

 

Page 8

   

LAP TRENCH MESH
FULL WIDTH

DRIVEWAY SLAB

 

| LAYER F72 MESH

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

EXTRA NI2
TOP AND BOTTOM

INTERSECTION CORNER

 

EDGE BEAM

 

NOTES:
- PROVIDE CLEAN OUT BLOCKS TO THE BASE OF ALL WALLS.

 

4 BAR FIITM TOP € BOTTOM.
RIO TIES @600 CRS.

50 COVER.

- FOOTINGS ARE TO BE FOUNDED IN MATERIAL OF MINIMUM SAFE BEARING CAPACITY l00kPa.

- ALL BLOCKWORK MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH AS3700 € F'uc =

I5MPa.

- MORTAR TO BE IN ACCORDANCE WITH AS Al23 € SHALL BE MIXED IN THE FOLLOWING PROPORTIONS:

CEMENT |; HYDRATED LIME % CLEAN PIT SAND 4%.
- CONCRETE TO FOOTINGS F'c = N25,
- GROUT FILL TO BLOCK WALL F'c = 20MPa, SLUMP =
- GROUT FILL TO BE RODDED USING A PLAIN ROUND BAR.

225mm, MAX AGG. SIZE = 5mm.

- DO NOT PLACE BACKFILL BEHIND RETAINING WALL UNTIL MINIMUM TEN DAYS AFTER GROUTING,

- PROVIDED CONTROL JOINTS AT 6m MAXIMUM CRS.

190 BLOCK MA

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

          

 

 

 

 

 

 

 

 

 

 

 

——~_|

EDGE OF FOOTING

EDGE OF SLAB

 

 

 

 

 

 

 

AS DETAILED.
‘\ 40 TOP COVER.
—
& LL —— JA 2
Wy SSS) 7 PPI
PROVIDE GRANULAR BACKFILL # | NI2 VERTICAL BARS @400mm
AGG DRAIN WRAPPED IN ve. ; CRS CENTRALLY IN WALL. 5
GEOFABRIC SOCK, CONNECTED TO \ le LAP 500 WITH STARTERS # =
SW LINE BEHIND ALL RETAINING A IC |_A. 300 WITH SLAB MESH. 8
WALLS. SLOPE DRAIN | IN 100. XY s
NI2 HORIZONTAL BARS
| [<1 @400mm CRS, LAP 450
\ lA WHERE REQUIRED ¢ AT
APPROVED WATERPROOF CORNERS,
MEMBRANE,
Yo!
AST VIR
EDGE BEAM a

0

Ss
Ss

 

 

 

 

 

 

 

 

RWI DETAILS

PROP WALL UNTIL
SLAB OVER IS CAST.

    

3 BAR FIITM
50 EDGE COVER
2000 LONG

       

 

    

PROVIDE ALSO AT
CORNERS OF ALL
RECESSES AND
VOIDS

SLAB _RE-ENTRANT

CORNER

DETAIL

TYPICAL FOR ALL CORNERS OF ALL RECESSES AND VOIDS

190 BLOCK RETAINING WALL.

PROVIDE GRANULAR BACKFILL ¢ AGG
DRAIN IN GEOFABRIC SOCK, CONNECTED
TO SW LINE BEHIND ALL RETAINING

NI2 VER BARS @400 CRS

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RIENMAC eryit

A.BN. 52 010 666 430 A.C.N. 010 666 430
CONSULTING CIVIL &

STRUCTURAL ENGINEERS

 

 

 

 

 

 

 

 

 

CENTRALLY IN WALL, LAP 500
TTT WITH STARTERS FROM FOOTING.
iT] WALLS. SLOPE DRAIN | IN 100. NI2 HOR BARS @400 CRS, LAP SINGUNE COAST OFFICE
q ICE:
| I bd 450 WHERE REGQ'D AND AT SUNSHINE COAST OFFICE _
8 To co Te ee Star dang Fe
| PROVIDE GRANULAR BACKFILL ¢ AGG DRAIN WRAPPED IN [37 BRISBANE ROAD, Email:- info@rienmac. biz
AQ
| ~<—+- — GEOFABRIC SOCK, CONNECTED TO SW LINE BEHIND ALL se (PO BOX 149) [email protected]
WALLS UP TO 2.0m HIGH RETAINING WALLS. SLOPE DRAIN | IN 100. x MOOLOOLABA QLD 4557 Web:- www, rienmac.bi
V bars a CONCRETE FILL CAVITY WITH: ce
H B D = :
@ 400 crs a | NI2 @400mm. 55 COVER. 8 APPROVED Nv Sine - 20MPa GREEN EARTH HOMES
2000 | 1400 N20 600 8 l WATERPROOF P SLUMP - 225mm PROJECT:
(800 | 1300] Nie 600 & Y NI2 @400mm LONGITUDINALLY MEMBRANE | MAX AGG SIZE - 5mm PROPOSED RESIDENCE
1400 | 1000 Nie 500 : | LAP 450 WHERE REQUIRED AND ‘
'200 | 800| Nie 500 AT CORNERS. SYS
ee ee 22 LITTLE COVE ROAD
'V' BARS WITH 55 COVER - e NOOSA HEADS @LD 4567
LAP BARS 600. gS REAL PROPERTY DESCRIPTION € COUNCIL
= I nl
F72 FABRIC. 2 WATERPROOF MEMBRANE, NI2 STARTERS @400 cRs,—| | 7 B LOT 52, RP 52418
a ¢ PARISH OF WEYBA, COUNTY OF MARCH
77 °S —__ NOOSA SHIRE COUNCIL
voi ' “ ‘ 4 BAR F8TM TOP ¢ BTM. DETAILS
BS A S 400 RIO TIES @600 CRS.
Sh 50 COVER,
Nlé LONGITUDINAL BARS -
@400 CRS. LAP 500 WHERE Designed: PLR Drawn: LR
REQUIRED ¢ AT CORNERS. R WN? DD ETA | LS SCALES: 1:20
NI2 @400 CRS. -
| = | Engineer: PLR |DATE: 7 OCT Ié
W2 ET AIL. (800mm RETAINING
00 RETAINING ern deaie Ble cick crea wives writen | JOB NUMBER DWG No, | ISSUE
mm PETER RIENECKER - RPEQ 2088 | DO NOT SCALE OFF DRAWINGS, | A3 |SHEET 8 OF 12 |CHECKED: PLR

 

 

 

 

 

 

Page 9

3/100mm No 14 TYPE 17 BATTEN SCREWS

RAFTER.

COATTEN TO BLOCKING PIECE.

 

 

Ie

 

 

 

 

 

 

 

 

   

 

 

 

 

\

RAFTER OR
TRUSS.

BLOCKING PIECES SAME SIZE AS

RAFTER UNDER EACH BATTEN,

WALL FRAMING,

| FRAMING ANCHOR EACH END.

35° MIN - 45° MAX ANGLE FOR
BRACING SETS.
PROVIDE HORIZONTAL STRUTS

 

 

 

 

 

O/HANG DETAIL MAX _900

 

BEARER.

JOISTS

i

 

 

L

|

 

 

[
|

 

1
“\__lomm END PLATE TO 2,
c2

2/MI2 TO BEARER.

SLOPE CONCRETE AWAY FROM COLUMN.

 

Lo (orm BASE PLATE 4/MI2 HD BOLTS.

 

 

RA
YS

1800 APPROX

 

 

 

 

 

SLY

A/NI6 VERTICAL COGGED BARS.
i RO TIES @450mm CRS 65 COVER.

TO BE FOUNDED 300 INTO
MEDIUM DENSE SAND,

 

 

PF

 

 

DETAILS

 

lOmm END cl
PLATE TO Cl.
2/Ml2 TO WALL
FRAMING DOUBLE
TOP PLATE.

 

“BEAM.

©
®

lOmm BASE PLATE TO Cl.
2/MI2 TO DJ OR BEARER.

 

 

Cl DETAILS

 

 

 

\ NOTCH P2 50mm

 

 

 

 

 

 

 

 

RBI—~s “FOR ROOF BEAM.
2/MI2 BOLTS.
P2
oe

P2

Loss .

|

Be—~s NOTCH P2 50mm OVER

\|l-~_

7 BEAM, 2/MI2 BOLTS.

 

 

 

 

 

DETAILS

P2

 

 

(75x75x4.0 SHS) AS REQUIRED | |
TO ACHIEVE ANGLES. C3

  

 

lOmam CLEAT
PLATE TO C3.

0mm 'L' PLATE TO STRUT.
1/M20 BOLT TO C3 CLEAT.

!Omm CLEAT TO BRACING ROD MIN

lOOCFW.

1/M20 BOLT TO C3 CLEAT.

PROVIDE TURNBUCKLES FOR
TENSIONING TO ALL BRACING SETS.

BRACING SET DETAILS

 

lOmm CLEAT PLATE TO Cl.
2/MI2 TO LINTEL OR ROOF

2/Mle TO L7.
& 2/M20 TO RB2.

RAFTER
MV
\ for BEAM.

/\

 

“\__lomm END PLATE TO Pl.
2/MI2 TO ROOF BEAM,
lomm BASE PLATE TO PI.
lomm END PLATE TO C2.
2/MI2 THROUGH BEARER.

 

 

 

 

 

 

 

 

 

 

 

 

A
., Lseaner

Pl DETAILS

 

 

RIENMAC eryit

A.BN. 52 010 666 430 A.C.N. 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:

SUITE 5, FIRST FLOOR, P:- (07) 5478 2501

   

SAINT CIRINO, - (07) 5444 (158
137 BRISBANE ROAD, Email:- info@rienmac. biz
(PO BOX 149) info@rienmac,ne'

MOOLOOLABA QLD 4557 Web:— www ,rienmac, bi:

 

CLIENT:

GREEN EARTH HOMES
PROJECT:

PROPOSED RESIDENCE

22 LITTLE COVE ROAD
NOOSA HEADS QLD 4567

REAL PROPERTY DESCRIPTION ¢ COUNCIL:
LOT 52, RP 52418

PARISH OF WEYBA, COUNTY OF MARCH
NOOSA SHIRE COUNCIL
DRAWING TITLE:

 

 

 

 

 

 

PETER RIENECKER - RPEQ 2088

 

 

 

DETAILS

Designed: PLR Drawn: LR

SCALES: 1:20

Engineer: PLR |DATE: 7 OCT |é
parmisoan tram Riownee Cortina tngraers | SOB NUMBER DWG No. | ISSUE
DO NOT SCALE OFF DRAWINGS, | A3 |SHEET 9% OF [2 |CHECKED: — PLR

 

 

 

Page 10

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 TO 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.

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

e WHERE EXCAVATION WORK IS TO BE CARRIED OUT 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.

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

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

e 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 |S NOT STABLE.

e ALL WALLS AND COLUMNS SHALL BE CONCENTRIC WITH SUPPORTING FOOTINGS, UNLESS
OTHERWISE NOTED ON THE DRAWINGS.

e 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

e« 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 |S 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.I,

e« ALL CONCRETE TO BE VIBRATED,

« CONCRETE QUALITY SHALL BE NORMAL CLASS, UNLESS NOTED OTHERWISE.
MAXIMUM AGGREGATE SIZE = 20mm.
SLUMP = 80mm +/- I5mm. Fic - 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 IS5MPa MINIMUM.
e BUILD ALL FIXINGS FOR ARCHITECTURAL DETAILS,

e« 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 ASI23 IN THE FOLLOWING
PROPORTIONS BY VOLUME OF- PORTLAND CEMENT : HYDRATED LIME : CLEAN PIT SAND,
- BELOW DAMP COURSE LEVEL | 0.25 : 3
- ABOVE DAMP COURSE LEVEL | [: 6
ALL BLOCKS SHALL BE LAID ON A FULL BED OF MORTAR,

 

e 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 = 5mm; CLEAN OUT BLOCKS SHALL BE EMPLOYED IN THE
BOTTOM COURSE AND ALL MORTAR DROPPINGS RAKED OUT PRIOR TO FILLING.

* GROUT FILLING SHALL BE THOROUGHLY RODDED USING A PLAIN ROUND BAR,

TIMBER NOTES

e« ALL TIMBER ELEMENTS AND CONSTRUCTION DETAIL ARE TO COMPLY WITH THE DETAILS GIVEN IN
ASI684 NATIONAL TIMBER FRAMING CODE WIND CLASSIFICATION N3.

¢« ALL TRUSSES TO BE DESIGNED BY THE MANUFACTURER TO THE WIND LOAD SPECIFIED, THE
TRUSS MANUFACTURER IS TO SPECIFY THE TIEDOWN TO TOP PLATE APPROPRIATE TO THE
SPECIFIED DESIGN WIND VELOCITY,

« ALL TIE DOWN DETAILS TO BE SUBMITTED TO THE SUPERINTENDENT FOR VERIFICATION.

STRUCTURAL STEELWORK NOTES

« ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS4I00, AS/NZ94600,
AS/NZSI554 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 C350 FOR RHS, SHS AND CHS.

‘

 

* COMMERCIAL GRADE BOLTS SHALL CONFORM TO AS/NZSIII| AND AS4I00. HIGH STRENGTH
STRUCTURAL BOLTS SHALL CONFORM TO AS/NZS5I252 AND AS4I00. WELDS SHALL CONFORM TO
AS/NZ51554 AND WELDING ELECTRODES TO AS/NZSI553.

« ALL DETAILS, GAUGE LINES, ETC, WHERE NOT SPECIFICALLY SHOWN ARE TO 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.

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

« ALL BOLTS SHALL BE GRADE 8.8/5 UNLESS NOTED OTHERNISE.
ALL BOLTS SHALL BE M20, UNLESS NOTED OTHERNISE.

« ALL CLEATS AND GUSSETS SHALL BE l0mm 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 FGW4I FABRIC, UNLESS NOTED OTHERNISE.

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

ELEMENT SURFACE CLEANING PRIME COAT TOP COATS
ALL STEELWORKSs~=~<CS~sSs*~*~S*«SS MICRONS =—SCREFER ARCHITECT
WITHIN AIRSEAL CLASS | 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.

e« 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 TO 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 TO PURLIN MANUFACTURER'S FOR DETAILS,

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

« 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 TO BE HIGH STRENGTH CEMENTITIOUS, NON-SHRINK MASTERFLOW 870
or EQUIVALENT, UNO,

 

This drawing is not to be copied or amended without written
permission fram Rienmoc Consulting Engineers

RIENMAC eryit

A.B.N. 52 010 666 430 A.C.N.

O10 666 430

CONSULTING CIVIL €&
STRUCTURAL ENGINEERS

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

[37 BRISBANE ROAD,

(PO BOx |44)
MOOLOOLABA QLD 4557

P:- (07) 5478 250
F

 

 

(07) 5444 |I5q
- info@rienmac,biz|

[email protected]!
Web:- www.rienmac bi:

 

CLIENT:

GREEN EARTH HOMES

PROJECT:

PROPOSED RESIDENCE

22 LITTLE COVE ROAD
NOOSA HEADS QLD 4567

REAL PROPERTY DESCRIPTION ¢ COUNCIL:

LOT 52, RP 52418

PARISH OF WEYBA, COUNTY OF MARCH

NOOSA SHIRE COUNCIL
DRAWING TITLE:

GENERAL NOTES
CONCRETE NOTES

 

Designed: PLR

Drawn:

LR

 

SCALES:

 

Engineer: PLR

DATE: 7 OCT 6

 

16427

JOB NUMBER

S10

DWG No.

 

A

ISSUE

 

 

 

PETER RIENECKER - RPEQ 2088 | | DO NOT SCALE OFF DRAWINGS, | A3

 

 

SHEET lo OF 12

 

CHECKED:

PLR

 

 

Page 11

SHEAR CAPACITY

 

 

 

 

 

     

 

 

 

 

 

 

TABLE 8.18

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

           

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

RA FTERS, JO| STS or TRUSSES (kN) ( Ch) prywoop SHALL BE NAILED TO FRAME USING 30x2.80 FLATHEAD NAILS OR EQUIVALENT. >)
TO BRAC | NG WAL L Unseasoned Seasoned FOR METHOD A, MI2 RODS SHALL BE USED AT EACH END OF SHEATHED SECTION TOP PLATE TO BOTTOM
AKANE TENT ONAL Timber Timber PLATE/FLOOR FRAME, METHOD B HAS NO RODS BUT SHEATHING SHALL BE NAILED TO TOP AND BOTTOM PLATES
AND ANY HORIZONTAL JOINTS @50mm CENTRES.
TAB L E 8 . 22 J2 | 3B | J4 JD4 | JD5) JDe MINIMUM PLYWOOD THICKNESS (mm) BRACING
Z HORIZONTAL BUTT JOINTS PERMITTED, PROVIDED NAIL CAPACITY
(— (b) TRUSSED ROOFS BOLTS FIXED TO NOGGING AT S = [50mm CENTRES FOR METHOD A, (kN/rm)
NAILS OR SCREWS THROUGH THE TOP PLATE SHALL BE or S = 50mm CENTRES FOR METHOD B. STRESS STUD SPACING
PLACED IN HOLES THAT PERMIT FREE VERTICAL MIO 64/41 |26 143 130] 20 150 50 GRADE (mm)
MOVEMENT OF THE TRUSSES, PROVIDE CLEARANCE : : : : : : ) i. 450 600
ste alle
90x35mm FB NOGGING (ONE BOLT) WHERE ROOF IS MI2 7.6 | 4.9 | 3.1 5. 3.6 25 Fe 7 q
|20x35mm F& NOGGING (TWO BOLTS) TRUSSED, _ 6 i ; ;
2/MI0} 12 8 51 18.4 | 5.9 4 2 8 Fld 4 6 neNoD
BRACING WALL. | 9ymI2]} 13. | 4.3 ]61 |as |7 44 re fa7 4 45 6A
LAA BATTEN SCREWS FASTENER SPACING, S (mm) METHOD Bi
6.0
I/No 14 48 135/25 135 |25 18 TOP AND BOTTOM PLATE:
/ . . . . . . - METHOD A 150
TYPE |7 - METHOD B 50
Ne 9.7 | 6.9 74.9 16.9 | 4.9 3.6 VERTICAL EDGES 150
3/No 14 {3 93166 194.8 | 74 5.4 f i INTERMEDIATE STUDS 300
SCREWS or BOLTS AS TYPE 17 SHEATHED PANELS SHALL BE
PER TABLE. CONNECTED TO SUBFLOOR,
FRAMING ANCHORS (LEGS
Ror BEI) 2nd oe Mega a our. 2 te
NAILS EACH FACE, END OF SHEATHED SECTION.
(2) NAILING PLATES OR FRAMING ANCHOR NAILS
(LEGS NOT BENT) TO EITHER END OF METHOD A METHOD B
NOGGING 6/2.8mm NAILS EACH FACE 4/3.050| 5.0 | 3.6 | 2.5 | 3.6 3.0 2.2 NOTE: FOR PLYWOOD FIXED TO BOTH SIDES OF THE WALL, SEE
OR 2/No 14 TYPE I7 BATTEN SCREWS : 1
EITHER END, 6/3.050] 6.6 |4.7]3.4 15.0 | 4.2] 3.1 (CLAUSE 8.3.6.5. D)
“oxen NOGEING. | 4/3330, 5.6 | 4.0 |28 |4.0 13.3] 25 PLY BRACING WALL DETAILS ee
6/3,330 7.4 15.3 )3.7 15.5 | 46 3.5 RIENMAC PTY LTD
BOLTS THE BOTTOM OF ALL BRACING WALLS ARE TO BE ABN. 52 010 666 430 A.C.N. 010 666 430
FIXED TO THE FLOOR FRAMING AS PER TABLE 51a AANEEeS
Mio 64 |4l [26 [4.3 | 3.0] 2.0 6.23 AND 8.24 OF ASI684.2. SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR, P:- (07) 5478 250
MI2 7.6 | 4.9 | 3.1 5.1 3.6 2.5 SAINT CIRINO, - (07) 5444 (158
37 BRISBANE ROAD, Email:- [email protected]
mMée | 13 |8.0/51 184 15.9] 4.0 (PO BOX 14a) 0 nfoBrienmnoe ne
BATTEN SCREWS TOOL00 ABA QLD 4557 Web:- www, rienmac.bi.
No 14 GREEN EARTH HOMES
BRACING WALL. AS PER TABLE. Ne ty| 27 16%) 4.9 [6.9% | 4.9) 3.6 prolrcr.
PROPOSED RESIDENCE
ne IB |9.2)66 198 |7.4] 5.4
r 22 LITTLE COVE ROAD
(Ff) RAFTERS FOR CEILING NOOSA HEADS QLD 4567
“OSTS. REAL PROPERTY DESCRIPTION # COUNCIL:
LOT 52, RP 52418
PARISH OF WEYBA, COUNTY OF MARCH
FRAMING ANCHOR (LEGS NOOSA SHIRE COUNCIL
NOT BENT) 6/2.8mmo DRAWING TITLE:
NAILS EACH FACE, BRACING ¢ TIEDOWN DETAILS
65 146133 149 |4 3 | Designed: PLR Drawn: LR
SCALES:
XS Engineer: PLR |DATE: 7 OCT [6
BRACING WALL. « deasing § . , , S| |
NS /) perniasion fram Renae Coraultig Engreers “| JOB NUMBER DWG No. | ISSUE
PETER RIENECKER - RPEQ 2088 | | Do Not SCALE orF DRAWINGS. | A3 |SHEET Il OF 12 |CHECKED: PLR

 

 

 

 

 

 

 

Page 12

 

APPENDIX A REQUIREMENTS FOR SITE DRAINAGE,

 

 

 

 

 

 

 

Q
= — = —_
=,
aa F 8
x | Sy ;
y ela
G ae NN
Vv >
TO OUTFALL \
_ V
& kT /
Sim
Oe] J
ak
vo
TO OUTFALL
Vv
B. DRAINAGE LAYOUT FOR WET SITE.
TO OUTFALL TO OUTFALL

 

EARTH DRAIN REQUIRED IF

A. TYPICAL DRAINAGE LAYOUT FACE IS LIKELY TO SCOUR

    

 

 

ST

 

 

 

 

“S—__EARTH DRAIN
(FALL 1:100)
GROUND OUTSIDE
RESIDENCE TO FALL TO
EARTH DRAIN AT 1:10.

 

 

 

SLAB CAST ABOVE GROUND
LEVEL TO SUIT DRAINAGE
CONDITIONS AND FALLS TO
SEWERS AS PER LOCAL
AUTHORITY ORDINANCES.

 

L TO OUTFALL
Cc. DRAINAGE LAYOUT FOR CUT & FILL SITE

NOTES:-

 

THE SITE MUST BE SO GRADED AND DRAINED THAT THE WATER IS SHED FROM THE LDING 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.

 

COMPACTED

CHECK EROSION —

 

APPENDIX B SITE PREPARATION AND EARTHWORKS.

 

 

 

BANK WIDTH !800mm OR AS FOLLOWS FOR VARIOUS SOIL TYPES
- WEATHERED ROCK : WELL GRADED GRANULAR FILLS.
- CLAYS : SILTY, SANDY AND GRAVELLY CLAYS
SILTS : SANDS AND SOFT CLAYS

 
 

 

AL
FLOOR SLAB

 

=

 

 

 

 
 

 

ION.
A \4 DRAINAGE SYSTEM
WHERE ‘d! EXCEEDS 1200mm, REFER TO ENGINEER FOR REFER APPENDIX A
RE-APPRAISAL OF FOOTING AND SLAB DESIGN.
ERE BANK WIDTHS SPECIFIED ABOVE CAN NOT BE ATTAINED DUE TO SITE CONSTRAINTS
NOTES:-

    

THE CONFINES OF THE BUILDING SITE ARE TO BE S
HE BUILDING AREA. GRUB HOLES ARE TO BE BACK

 

LLED AND COMPACTED AS INDICAT

2

 
 
 
 

2. WHERE SLAB AND FOOTINGS ARE TO BE FOUNDED IN FILL, BUILDING PLATFORMS SHALL 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
E6.| FOR GRANULAR (NON-COHESIVE) FILL MATERIAL

 
 

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

 

 

THE QUALITY OF COMPAC
=R'S RESPONSIB
THE QUALITY AND DEGREE OF COMPACTION OF
ACROSS THE WHOLE PLATFORM.

   

  

 

This drawing is not to be copied or amended without written
permission from Rienmac Consulting Engineers

RIENMAC eryit

A.BN. 52 010 666 430 A.C.N. 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR,

 

P:- (07) 5478 250d

 

 

 

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REAL PROPERTY DESCRIPTION ¢ COUNCIL:
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PARISH OF WEYBA, COUNTY OF MARCH
NOOSA SHIRE COUNCIL
DRAWING TITLE:

APPENDIX A @ B

 

 

 

 

 

 

 

PETER RIENECKER - RPEQ 2088 | | DO NOT SCALE OFF DRAWINGS, | A3

 

 

 

Designed: PLR Drawn: LR
SCALES:

Engineer: PLR |DATE: 7 OCT le
JOB NUMBER DWG No. | ISSUE
SHEET !2 OF 12 |CHECKED: PLR