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Shop plans with Carpark

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Plans and drawings

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4 - ~ c
1 | 2 | 3 | 4 | 5 | 6 7 | 8
M A TR T | RevNo_ | Revision note | Date Signature | Checked
IN S EE / \ Pt PRELIMINARY ISSUE ee 05.09.15 A
EXISTING / p2 19.09 8
\ | | | | | | | DRIVEWAY. \ :
| | | | | | \ B 28 A
| | | STREET CARPARKING, | | c 3 A
| | | | | | |
| | | | {| jf | EXISTING
| te \ | DRIVEWAY. LEGEND
\ | UNO UNLESS NOTED OTHERWISE.
a. | ICRS CENTRES
—T IMAX MAXIMUM i
\ | MIN. MINIMUM
\ p——! IHOR HORIZONTAL.
\ / VER VERTICAL
IREINF'T REINFORCEMENT
IHD. HOLD DOWN
ISS STAINLESS STEEL
ey, SSG Tes 2
EXISTING CONCRETE HARDSTAND. ay CONSTRUCTION BREAK RB
INTS NOT TO SCALE
u/s UNDERSIDE
PROPOSED
CARPARKING,
ce «|
x PROPOSED MOBILE
S 4 POST OFFICE,
[ eo ‘
BUILDING
4 — NEW WATER TANK TO
Iq “ OWNERS DETAILS. APP ROVAL
ole /
C - NOT FOR CONSTRUCTION C
\ R NOTES
Ve 7/7 i : Te
L 3630 e _ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH RELEVANT CURRENT S.A.A. CODES AND
| ‘STATUTORY AUTHORITIES REQUIREMENTS.
||
_| ExisTING ALL CONSTRUCTION TO COMPLY WITH THE AUSTRALIAN BUILDING CODE REQUIREMENTS AND RELEVANT AUSTRALIAN = |__
] . STANDARDS.
1.
| BUILDER MUST CHECK ALL BOUNDARY LINES & PEGS BEFORE COMMENCEMENT OF ANY BUILDING WORK. CONFIRM
= ALL DIMENSIONS & LEVELS ON SITE PRIOR TO COMMENCEMENT OF ANY WORK OR ORDERING MATERIALS.
PROPOSED UNDERCOVER LINKWAY AREA. 8 ALL BOUNDARY CLEARANCES SHOWN ARE TO BE VERIFIED BY BUILDER AT SETOUT AND PRIOR TO COMMENCEMENT
D SD | OF BUILDING WORKS. ANY VARIATION OF SETOUT MUST REMAIN WITHIN COUNCIL'S MINIMUM REQUIREMENTS. 1)
NEW SHIPPING
CONTAINER FOR
sae ° DIMENSIONS TAKE PREFERENCE OVER SCALE, DO NOT SCALE OFF DRAWINGS.
wd DRAWINGS TO BE CERTIFIED BY RPEQ ENGINEER.
If PROPOSED BARN. — ENSURE THE GROUND LEVEL FALLS AWAY FROM THE BUILDING LINE FOR 1000mm PERIMETER OF THE BUILDING, WITH
J MIN FALL 1:10 TO ENSURE ADEQUATE DRAINAGE, MAX |
HOUSE SEWER CONNECTION & MAIN LOCATION TO BE CONFIRMED WITH LOCAL AUTHORITY PRIOR TO CONSTRUCTION.
< UNDERGROUND SERVICE LOCATIONS ARE APPROXIMATE ONLY & SHOULD BE VERIFIED BY LOCAL AUTHORITY PRIOR TO
3 CONSTRUCTION.
%S DRAWING SYMBOLS USED ON THIS DRAWING MAY NOT BE A TRUE REPRESENTATION OF ITEMS TO INCLUDE IN
E 4 CONTRACT, REFER TO CONTRACT FOR SPECIFIED ITEMS, E
if PROVIDE EROSION & SEDIMENT CONTROL STRUCTURES TO PERIMETER OF WORK AREA AND MAINTAIN IN A
EXISTING CONCRETE FUNCTIONAL CONDITION AS REQUIRED BY THE LOCAL AUTHORITY.
WATER TANK.
a tT at be PROPOSED BARN & LINKWAY AREA PROPOSED BARN & LINKWAY ROOF 1:250
' C ~ SITE PLAN Scales:
B Scales: A 05 SEP 15
F B U ] L D E R 56 MAINS STREET, W F
KIN KIN QLD 4571
STEVE FISHER 15005 At oC
© THESE DRAWINGS ARE COPYRIGHTED ©
Ps JOB_NUMBER CG No. | ISSUE

 

Use figured di ions i
all dimensions on site.

 

 
 

 

 

PROJECT NIGEL GARDINER SHOWN ON THIS DRAWING N3 NOOSA SHIRE COUNCIL | A3 SHEET 1 OF 7 |Date:
1 2 6 | 7 | 2

 

 

 

WG

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Page 2

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1 2 5 4 | 6 / |
evision note | Date Checked
PI PRELIMINARY ISSUE 05.09.15
P2 PRELIMINARY 19.09.15
P3 PRELIMINARY ISSUE 5.
A FOR BUILDING APPROVAL 25,
B FOR BUILDING APPI AL 28.
c FOR BUILDING APPROVAL 30.
REAR CORNER OF
EXISTING BUILDING.
T — Sj
1 Th
B I i B
— 2
“| 5
|
NOTE: |
ss DROPPER FROM LINKWAY ROOF TO DISCHARGE . <| r
THROUGH SPREADER TO BARN ROOF. BARN | ls ‘Cfat SKILLION RAFTERED ROOF.
GUTTER REQUIRED TO BE DESIGNED TO TAKE THE | |= O FO
EXTRA WATER FROM LINKWAY ROOF AS WELL AS
THE BARN RUNOFF. DISCHARGE TO WATER TANK IN |
IN ACCORDANCE WITH COUNCIL SPECIFICATIONS. “Cc. | LINKWAY Cc
C a g ~
|e
|3
| —-- | 4o +o |
L Ae _
oP GUTTER oP
Fy [0 O O + Q) REUSE 14 EXISTING HARDWOOD TRUSSES
DOUBLED UP TO CARPORT ROOF.
| | ENGINEER TO CONFIRM DETAILS.
D D
| 3 BARN |
al
D | 4
oO QD
S| — Q—
— S | 3 i
aT TSN A 3 Al
a Wasp ~
yo c \ Qe, | =| |
\ 7 \
Fly \ | . LL LL 5900 1 | E
| | “| |
, am
| EXISTING WATER | [0 = 2 5 BUILDING
\ TANK, / pP v
\ J | , | APPROVAL
| _ 7 DISCHARGE DOWNPIPES TO — NOT FOR CONSTRUCTION r
SN WATER TANK. B
a yy
a 4a 1 KWAY AREA PROPOSED BARN & LINKWAY ROOF 1:100
i a a! B FLOOR PLAN Scales: 1
FIBUILDE 56 MAINS STREET, ales: AW 05 SEP 15 -
KIN KIN QLD 4571
STEVE FISHER 15005 C
© THESE DRAWINGS ARE COPYRIGHTED ©
. Ps JOB_NUMBER |
all dimensions on site. PROJECT NIGEL GARDINER ON THIS DRA N3 NOOSA SHIRE COUNCIL | A3 \SHEET 2 OF 7
j 2 | 3 | Pt | ft ft 6 | 7 |

Page 3

WN
aN

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)
|

1 2

 

evision note | Date

 

PI PRELIMINARY ISSUE
P2 PRELIMINARY

=o

Oa

15

a

    

09
9.

 

a

 

FOR BUILDING APPROVAL
FOR BUILDING APPROVAL
FOR BUILDING APPROVAL

 

 

amr
Sag

 
 

COLORBOND ROOF. INSTALLED TO
MANUFACTURERS SPECIFICATIONS.

          

COLORBOND FASCIA AND GUTTERS TO
MANUFACTURERS SPECIFICATIONS.
DISCHARGE TO EXISTING WATER TANK
IN ACCORDANCE WITH COUNCIL
SPECIFICATIONS.

 

3

| BARN ROOF LINKWAY ROOF

 

 

C SECTION SECTION cy C
\AZ 93x38 HWD ROOF BATIENS @900 XY
CRS MAX CANTILEVER FOR ROOF

OVERHANG. MAX 900mm. CONFIRM

SIZE WITH ENGINEER.

 

  
     

 

 
 
 
 

 

 

 

 

 

BARN ROOF.

   

BARN ROOF.

POO

 

LINKWAY ROOF.

 

 

 

 

 

 

 

 

 

FRONT ELEVATIO SIDE ELEVATION

 

 

 

BUILDING
APPROVAL

— NOT FOR CONSTRUCTION

 

 

 

_ | ugh PROPOSED BARN & LINKWAY AREA PROPOSED BARN & LINKWAY ROOF 1:100
a ae 06a B ELEVATIONS & SECTIONS Scales: AW 05 SEP 15

F|IBUI LDE 56 MAINS STREET, -

KIN KIN QLD 4571

 

 

 

 

 

 

 

 
 

 

 

 

STEVE FISHER 15005 C
© THESE DRAWINGS ARE COPYRIGHTED © Ps |

- JOB NUMBER
all dimensions on site PROJECT NIGEL GARDINER ON THIS DRA N3 NOOSA SHIRE COUNCIL | A3 |SHEET 3 OF 7

 

 

 

 

 

 

~ t
[| [| [| [— [ J [| J J 6 | / |

WG

1 2 |

Page 4

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

  
   

 

 

 

 

 

 

 

 

 

 

 

 

 

| 2 5 4 5 6 / | 5
| RevNo | Revision note | Date Signature | Checked
PI PRELIMINARY ISSUE 05.09.15 A
BUILDING P2 PRELIMINARY 19.09 A
P3 PRELIMINARY ISSUE 5. A
A FOR BUILDING APPROVAL 2 A
APPROVAL B FOR BUILDING APPI 28. A
A c FOR BUILDING APPROVAL 3 A
. — NOT FOR CONSTRUCTION
_| EXISTING BUILDING.
Pri O} ( O}rri
FOOTING TO BE FOUNDED THROUGH
ANY FILL MATERIAL MIN 300 INTO
NATURAL GROUND OF MINIMUM
SAFE BEARING CAPACITY 100kPo.
_ BUILD UP WITH MASS CONCRETE IF
NECESSARY.
PFI PFI
(O} (O}
| (O}Prt (O}prt
PFA PFI PFI PFI
ios > on os FOUNDATION DESIGN IS BASED ON REPORT No. 12049 BY GLOBAL TESTING PTY LTD.
\O} ‘\O} \O} \O} REFER TO THIS REPORT FOR SOIL CONDITIONS EXPECTED ON SITE. IF ACTUAL SOIL
D ‘= ‘= ‘= - CONDITIONS VARY SIGNIFICANTLY FROM THOSE IN THE REPORT. CONTACT ENGINEER
FOR RE-APPRAISAL OF FOOTING DESIGN.
ALL FOOTINGS TO BE FOUNDED IN MATERIAL OF MINIMUM SAFE BEARING CAPACITY
100kPa. ANY FILL MATERIAL BENEATH SLABS IS TO BE COMPACTED IN LAYERS TO
ACHIEVE A MINIMUM UNIFORM DENSITY OF 98% STANDARD COMPACTION.
~~ CONFIRM ALL STEPS AND FALLS WITH ARCHITECTS DRAWINGS.
oo ——
. \
F| “\ \ BUILDING AREA IS TO BE PROOF ROLLED FOLLOWING SITE STRIPPING.
Mo \ APPROXIMATELY 600mm OF FILL MATERIAL WAS FOUND TO THE REAR OF THE SITE.
THE EDGE FOOTING EB ARE TO BE PIERED THROUGH ANY FILL MATERIAL WITH 4500
. MASS CONCRETE PIERS AT ENDS AND @2100mm CRS MAX. FOUNDED A MINIMUM
PF al Prt PFI OF 300 INTO NATURAL GROUND. IF PIERS >900mm DEEP REINFORCE WITH 4/N12
EXISTING WATER | 0} (O} O} (O} Aw Ware TaNe VER BARS, 65 COVER.
Ce STORAGE TO OWNERS
FOOTING PL SS
~ a 4 — ™~ \
= 4 = PROPOSED BARN & LINKWAY AREA PROPOSED BARN & LINKWAY ROOF 1:100
[ a = OOTING PLAN \ Seales AW 05 SEP 15
F B U ILDER 56 MAINS STREET, / \
KIN KIN QLD 4571 | \
STEVE FISHER 15005 A4 C
© THESE DRAWINGS ARE COPYRIGHTED © \ ;
/ a _ cc
Use figured dimensions | ; en \ ) JOB NUMBER No. | ISSUE
all dimensions on site. PROJECT NIGEL GARDINER SHOWN ON THIS DRAY \ Y NOOSA SHIRE COUNCIL | A3 \SHEET 4 OF 7
= > ~ +
| 2 | 5 Pf fT 6 | / | 8

Page 5

 

 

 

 

   

 

 

 

 

 

 

 

 

 

1 2 5 | 4 | 5 6 / | 8
| RevNo | Revision note | Date Signature | Checked
MEMBER SCHEDULE AND NOTES B U | | DI N C Pi PRELIMINARY ISSUE 05.09.15 AW
P2 PRELIMINARY 19.09.15
DESIGN WIND SPEED = WIND CLASSIFICATION N3 - AS4055. P3 PRELIMINARY ISSUE 5.10.15
A FOR BUILDING APPROVA 38.40.15
BUILDER TO VERIFY EXISTING CONDITIONS ARE AS PER THESE DRAWINGS BEFORE ORDERING MATERIALS OR A P P R OVAL B oR BUILDING aoouovat paige
A COMMENCING WORK. REFER ANY DISCREPANCIES TO ENGINEER FOR DECISION. C FOR BUILDING APPROVAL 30.07.17
A — NOT FOR CONSTRUCTION
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, EXISTING BUILDING.
TIEDOWN ENDS OF ALL LINTELS AND ROOF BEAMS WITH 1/M12 ANCHOR ROD, UNO.
_ ALL MEMBERS NOTED AS H3 TREATED ARE TO BE H3 TRU-CORE TREATED.
BATTENS (METAL ROOF) - 38x75 F11 @900 CRS MAX. 1/76mm No 14 TYPE 17 SCREW TO EACH RAFTER /
TRUSS. - =
C1 - RE-USE EXISTING 300® HWD POLE (TO BE CONFIRMED) - SUPPLIED BY OWNER. CS) ct ¥ 0) cy
MIN 2500 HWD POLE. DURABILITY CLASS 1 or PRESERVATIVE TREATED, SUITABLE FOR IN GROUND
SERVICE. ROOF CANTILEVER AS PER
DETAIL.
PUI - 140x45 MGP12 PURLINS @1200 CRS MAX, CONT MIN 2 SPANS. H3 TREATED, 2 FRAMING ANCHORS EACH \ /

SUPPORT. LAP 900mm OVER SUPPORTS.

Rt — 240x45 HYSPAN RAFTERS @900 CRS MAX. H3 TREATED.

RB2
RB2

RB1 - 280x85 21C LAMBEAM ROOF BEAM. H3 TREATED. or RE-USE EXISTING 300 HWD ROOF BEAM (SIZE TO

—_ BE CONFIRMED BY BUILDER WITH ENGINEER) - SUPPLIED BY OWNER.

RB2 - 185x85 21C LAMBEAM ROOF BEAM, H3 TREATED. or RE-USE EXISTING 300 HWD ROOF BEAM (SIZE TO
BE CONFIRMED BY BUILDER WITH ENGINEER) - SUPPLIED BY OWNER.

 

 

Rt

ci / \ C1

©
©

Tt - 2x EXISTING HWD TRUSSES LAMINATED AS DETAILED - SUPPLIED BY OWNER.

 

 

 

 

 

 

 

L _l

Ct Ci

 

 

GALV STRAP BRACING NAILED TO TOP OF
RBI RBI RBI EACH RAFTER/PURLIN AND LOOPED AT
ENDS.

 

 

EN

Put

 

 

 

 

aa

u
4
7
\
I
4
Ti
\
u

/
/ \ 7 \ 7

RBt RB1

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PROVIDE PF1 TO ALL C1 POLES.

ROOF FRAMING PLAN

—— ah PROPOSED BARN & LINKWAY AREA PROPOSED BARN & LINKWAY ROOF 1:100
ai a ROOF FRAMING PLAN Scales: AW 05 SEP 15

 

 

 

 

 

FIBUI LDER nt MANS oe MEMBER SCHEDULE 2

 

 

 

 

 

 

 

 

 

 

 

 

STEVE FISHER 15005 C
© THESE DRAWINGS ARE COPYRIGHTED ©
Use figured dimensions in preference to scale. Verity | Co JOB_NUMBER | ISSUE
all dimensions on site. PROJECT NIGEL GARDINER \ THIS DRAWING NOOSA SHIRE COUNCIL | A3 SHEET 5 OF 7

1 2 | 3 | | [ | ff J fT ft ft yf 6 | J A |

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1 | 2 5 | 4 | 6 / |
TOP OF C1 BEHIND. evision note | Date Checked
PI PRELIMINARY ISSUE 05.09.15
RB1t/RB2 ———— P2 PRELIMINARY 19.09.15
A © _ P3 PRELIMINARY. ISSUE 5
| | A FOR BUILDING APPROVAL 25,
\ — —_ B FOR BUILDING APPROVAL 28
S C ; fs / 30
2/M16 BOLTS TO BEARER Ret ! ©. | Ret ° ee mene ees *
C1 HALF CHECK RB1 BESIDE OTHER
Cs ct RBI. MIN 200 LAP.
RB2 FIXING non 1/M20 BOLT THROUGH STRAP AND
SIMILAR NOTCH Ct 85mm FOR RBt/RB2. fe—>} BOTH RBI's.
NIA | 1/M20 BOLT TO EACH RBI HALF |
- NO JOIN. 3/100mm No 14 TYPE 17 BATTEN SCREWS
N N CHECKED AT JOIN, — RAFTER BATTEN TO BLOCKING PIECE.
A LAR ee /
ALTERNATE FIXING FOR RB1/RB2 ——
17C_LAMBEAM aa
_ RAFTER >
SS UU RB2 FIXING SIMILAR. ® \ at A N FASCIA B
NOTCH C1 30mm MIN FOR
© RBI.
2/M20 BOLTS AS SHOWN BLOCKING PIECES SAME SIZE AS
RB2 FIXING SIMILAR. ct TO 3mm GALV PLATE OVER RAFTER UNDER EACH BATTEN.
RBI. 1 FRAMING ANCHOR EACH END.
f > WALL FRAMING. |
2/M20 BOLTS TO 100mm WIDE 3mm GALV PLATE. Q JH A N G D E TAI LS
. TAILS C
SO DE (MAX 900)
vin EXISTING TRUSSES REUSED
Dy IN 2250 POLE, DURABILITY CLASS 1 FOR CARPORT ROOF.
YOR PRESERVATIVE TREATED, SUITABLE ENGINEER TO CONFIRM
ct FOR IN GROUND SERVICE ‘ DETAILS.
Vv
ROPE FORM SLOPE CONCRETE [—
MASTIC SEAL IN AWAY FROM POLE
< SS 100sq SOLID BLOCKING
DRA RZ, || @1200 cRS MAX WITH
1/M12 BOLT EACH SIDE
THROUGH BOTH TRUSSES.
D
S| Z
-) RB1
S 100sq SOLID BLOCKING
3B FOOTING TO BE FOUNDED THROUGH
Wiz Bot —— ~ ANY FILL MATERIAL MIN. 300 INTO ra eS Pate Soe My WT |__
. NATURAL GROUND OF MINIMUM © ; , 1/12 BOLT EACH SIDE
IN SAFE BEARING CAPACITY 100kPo. 7 THROUGH BOTH TRUSSES.
BUILD UP WITH MASS CONCRETE IF
NECESSARY. © NOTCH Ct 30mm’ MIN FOR : FLE VA qT ON
— 2/M20 BOLTS AS SHOWN
ct TO 3mm GALV PLATE OVER
RBI <> E
NO FINES CONCRETE 10
Bi Usid FoR EXTERNAL SECTION - BUILDING
HWD COLUMNS CAST
INTO FOOTING Ti=s APPROVAL
PF { DETAILS _ T{ DETAILS — NOT FOR CONSTRUCTION -—
a — 1 PROPOSED BARN & LINKWAY AREA PROPOSED BARN & LINKWAY ROOF 1:20
I -- al DETAILS Scales: AW 05 SEP 15
B U ] L D E 56 MAINS STREET, F
KIN KIN QLD 4571
STEVE FISHER 15005 AGC
© THESE DRAWINGS ARE COPYRIGHTED ©
: JOB NUMBER | DWG No. |
all dimensions on site PROJECT NIGEL GARDINER ON THIS DRA NOOSA SHIRE COUNCIL | A3 |SHEET 8 OF 7 |Date:
= ~ +
j 2 | 3 | a 6 | / | 8

Page 7

 

A

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

/

Zz c Cc Zz Q
1 2 5 4 5 6 / 8
| RevNo | Revision note Signature | Checked
GENERAL NOTES y
Pt PRELIMINARY ISSUE AW
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS DRAWINGS A FOR BUILDING APPROVAL
AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF B FOR BUILDING APPROVAL
THE CONTRACT. ALL DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT FOR DECISION BEFORE c FOR BUILDING APPROVAL
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 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.
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 70
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 TO BE VIBRATED.
CONCRETE QUALITY SHALL BE NORMAL CLASS, UNLESS NOTED OTHERWISE.
MAXIMUM AGGREGATE SIZE = 20mm.
SLUMP = 80mm +/- 15mm. F'c = 25MPa.
TIMBER NOTES
ALL TIMBER ELEMENTS AND CONSTRUCTION DETAIL ARE TO COMPLY WITH THE DETAILS GIVEN IN AS1684 NATIONAL
TIMBER FRAMING CODE WIND CLASSIFICATION N3.
— NOT FOR CONSTRUCTION
| ugh PROPOSED BARN & LINKWAY AREA NOTES
i ai a
| mI Scales: AW 05 SEP 15
B U ] L D E 56 MAINS STREET,
KIN KIN QLD 4571
STEVE FISHER A
ER 15005 7 C
© THESE oRAWIGS ARE COPYRIGHTED ©
0 5 5 ec
Use figured dimensions in preference to scale. Verity | cucu) ony tue aeawer JOB NUMBER | DWG No. | ISSUE
all dimensions on site. PROJECT NIGEL GARDINER SHOWN ON THIS DRAWING NOOSA SHIRE COUNCIL | A3 SHEET 7 OF 7 jDate:
ry Z FT
1 2 | 3 [ | [| JT | | | ft 6 | / | 8

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