Shop plans with Carpark

Page 2

ANTHONY F McDONOUGH
BUILDER
BSA LIC. 65515


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| 2 3 4 6 Z |
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.
ANTHONY F McDONOUGH c FOR BUILDING APPROVAL 30
BUILDER
BSA LIC. 65515
REAR CORNER OF
EXISTING BUILDING.
T — Sj
4O 7O |
| 200 p
— —_ 2
[ “| 5
| |
NOTE: Ml | |
DROPPER FROM LINKWAY ROOF TO DISCHARGE : <| _
THROUGH SPREADER TO BARN ROOF. BARN | | ls ‘Cfat SKILLION RAFTERED ROOF.
GUTTER REQUIRED TO BE DESIGNED TO TAKE THE | | |= -
EXTRA WATER FROM LINKWAY ROOF AS WELL AS
THE BARN RUNOFF. DISCHARGE TO WATER TANK | A |
IN ACCORDANCE WITH COUNCIL SPECIFICATIONS. | £ON | LINKWAY C
| SY | 8 C
| I mB
| IE
| \3
L.-__ 1 | 49 +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. b
| 3 BARN |
sl
D | 4
oO oD
s— S-
oO | oS -—
aT TN A 3 Al
a Wasp ~
yo c \ Qe, | =| |
\ > \
/ \ | I “ + 5900 + | E
iS *
| EXISTING WATER fo lo = 2 Q| B Ul LDI N G
\ TANK. DP D
\ J | , | APPROVAL
_ 7 DISCHARGE DOWNPIPES TO — NOT FOR CONSTRUCTION a
SN WATER TANK. B
— y
. KWAY AREA PROPOSED BARN & LINKWAY ROOF 1:100
B FLOOR PLAN Scales: A 05 SEP 15
56 MAINS STREET, , W F
KIN KIN QLD 4571 C
Ps JOB_NUMBER |
all dimensions ot PROJECT NIGEL GARDINER ON THIS DRA N3 NOOSA SHIRE COUNCIL | A3 SHEET 2 OF 7
1 2 | 3 [ | [ | ee 6 | 7 |

 

 

Page 3

ANTHONY F McDONOUGH
BUILDER
BSA LIC. 65515


[OCR of page images]
 

1 2

ANTHONY F McDONOUGH
BUILDER
BSA LIC. 65515

WN

~
)
|

 

evision note | Date

 

    

 

 

Pi PRELIMINARY ISSUE 05.09.15
P2 PRELIMINARY 19.09.15
P3 PRELIMINARY ISSUE 5,
A FOR BUILDING APPROVAL 25.
B FOR BUILDING APPROVAL 28.
c FOR BUILDING APPROVAL 30

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

 

 

SECTION SECTION cy

a2 a2
Noe 93x38 HWD ROOF BATTENS @900 Noe
CRS MAX CANTILEVER FOR ROOF

OVERHANG. MAX 900mm, CONFIRM

SIZE WITH ENGINEER.

 

 
 

 

 
 

 

 

 

 

 

 

 

 

 

 

BARN ROOF.

 

 

 

   

BARN ROOF.

POO

 

LINKWAY ROOF.

 

 

 

FRO

 

T ELEVATIO

 

 

 

    

 

 

SIDE ELEVATION

 

 

BUILDING
APPROVAL

— NOT FOR CONSTRUCTION

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

PROPOSED BARN & LINKWAY AREA PROPOSED BARN & LINKWAY ROOF 1:100
ELEVATIONS & SECTIONS lve.

56 MAINS. STREET, B Scales: AW 05 SEP 15
KIN KIN QLD 4571

15005 C

= —— Ps JOB NUMBER |
all dimensions o PROJECT NIGEL GARDINER ON THIS DRA N3 NOOSA SHIRE COUNCIL | A3 \SHEET 3 OF 7
1 2 | 3 | | [ | ff J fT ft ft yf 6 | / |

 

 

 

Page 4

ANTHONY F McDONOUGH
BUILDER
BSA LIC. 65515


[OCR of page images]
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

  
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

| | 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 Pp Pp R OVAL A FOR BUILDING APPROVAL 2 A
B FOR BUILDING APPI 28. A
A c FOR BUILDING APPROVAL 3 A
‘ — NOT FOR CONSTRUCTION
| ANTHONY F McDONOUGH EXISTING BUILDING.
BUILDER
BSA LIC. 65515
PFI ¢ ‘O} ( ‘O}Pr
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.
| (O}Prt (O}prt
PFA PFI PFI PFI
ry (y i ~ FOUNDATION DESIGN IS BASED ON REPORT No. 12049 BY GLOBAL TESTING PTY LTD.
D \O} O} \O} \O} 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.
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.
so ~S
F| “\ \ BUILDING AREA IS TO BE PROOF ROLLED FOLLOWING SITE STRIPPING.
Na \ 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. PFA PFI PFA OF 300 INTO NATURAL GROUND. IF PIERS >900mm DEEP REINFORCE WITH 4/N12
EXISTING WATER | (>) A) i>) om) VER BARS, 65 COVER.
TANK, / ov ‘O) .O} ‘Q) NEW WATER TANK
Ce / STORAGE TO OWNERS
‘ | L DETAILS.
/ ea
. 4 a _~
PROPOSED BARN & LINKWAY AREA PROPOSED BARN & LINKWAY ROOF 1:100
OOTING PLAN \ Scales A 05 SEP 15
F 56 MAINS STREET, / Scales W
KIN KIN QLD 4571 i \
| ; 15005 A4 C
© coe Unmnmes ane ver woe \ fi
/ a _ cc
Use figured dimensions | to s ; Co \ ) JOB NUMBER No. | ISSUE
all dimensions on site PROJECT NIGEL GARDINER N ON THIS DRAV \ Y NOOSA SHIRE COUNCIL | A3 SHEET 4 OF 7
= > ~ +
| 2 | 5 Pf fT 6 | / | 8

 

 

 

Page 5

ANTHONY F McDONOUGH
BUILDER
BSA LIC. 65515


[OCR of page images]
WN

1 2

 

 

 

 

MEMBER SCHEDULE AND NOTES

 

DESIGN WIND SPEED = WIND CLASSIFICATION N3 — AS4055.

BUILDER TO VERIFY EXISTING CONDITIONS ARE AS PER THESE DRAWINGS BEFORE ORDERING MATERIALS OR
COMMENCING WORK. REFER ANY DISCREPANCIES TO ENGINEER FOR DECISION.

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 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.
TRUSS.

1/75mm No 14 TYPE 17 SCREW TO EACH RAFTER /

C1 - RE-USE EXISTING 3006 HWD POLE (TO BE CONFIRMED) - SUPPLIED BY OWNER,
MIN 250 HWD POLE. DURABILITY CLASS 1 or PRESERVATIVE TREATED, SUITABLE FOR IN GROUND
SERVICE.

PU1 - 140x45 MGP12 PURLINS @1200 CRS MAX, CONT MIN 2 SPANS.
SUPPORT. LAP 900mm OVER SUPPORTS.

H3 TREATED. 2 FRAMING ANCHORS EACH

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

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.

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

ANTHONY F McDONOUGH
BUILDER
BSA LIC. 65515

 

 

 
 
 

 

 

 

 

 

  

 

 

 

  
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

| 4 | 5 6 / | 8
| RevNo | Revision note | Date Signature | Checked
BUILDING A eae see aoe
Z Al U A
P3 PRELIMINARY ISSUE 5 A
APPROVAL eo :
— NOT FOR CONSTRUCTION eR Senos ees ° °
EXISTING BUILDING.
[ —
Qer 4 a cy
Roma CANTILEVER AS PER
DETAIL.
\
7774 a \ <3
oe oe
! ! \
| |
| | RI
| | J \
| | / \
| | /
| | / Vf 4
| |
[|__| Lycr | Ky cr
L _l
C1 C1 C1 C1
A f| GALV STRAP BRACING NAILED 10 TOP OF
' \ RB1 J \ RBt / \ RBI ' Abe RAFTER/PURLIN AND LOOPED AT
| ENDS.
| | Put a
\ / \ / \
| WW \ \
| IN / /
HI. fis _ / ys - fo
Df \ Ae \ Of
I} 7 \ | 7 Ny
1 RBI RBI
4
Cl C1 Ct

PROVIDE PF1 TO ALL C1 POLES.

ROOF FRAMING PLAN

 

 

 

 

 

 

 

 

 

 

 

 

 

PROPOSED BARN & LINKWAY AREA PROPOSED BARN & LINKWAY ROOF 1:100
ROOF FRAMING PLAN Scales |
56 MAINS STREET, MEMBER SCHEDULE =e AW 05 SEP 15

KIN KIN QLD 4571
15005 A5 C
- vnsions tos JOB NUMBER No. | ISSUE
all dimensions on site PROJECT NIGEL GARDINER SHOWN ON THIS DRAWING NOOSA SHIRE COUNCIL | A3 |SHEET 5 OF 7
| 2 | 3 | | [ | ff J fT ft ft yf 6 7 A 8

 

 

Page 6

ANTHONY F McDONOUGH
BUILDER
BSA LIC. 65515


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| | 2 5 | 4 | 6 Z |
TOP OF C1 BEHIND. evision note | Date Checked
RBI /RB2 PI PRELIMINARY ISSUE 05.09.15
——— P2 PRELIMINARY 19.09.15
© a) P3 PRELIMINARY ISSUE 5
| | L A FOR BUILDING APPROVAL 25,
\ —_— —_— B FOR BUILDING APPI AL 28.
2/M16 BOLTS TO BEARER | RBI 7 c FOR BUILDING APPROVAL 50
SN
ct |
HALF CHECK RBI BESIDE OTHER
Cs ct RB1. MIN 200 LAP.
RB2 FIXING non 1/M20 BOLT THROUGH STRAP AND
SIMILAR W20 SOL To EAD! ROY TALE renee
— NO JOIN. 3/100mm No 14 TYPE 17 BATTEN SCREWS r
CHECKED AT JOIN. — RAFTER BATTEN TO BLOCKING PIECE,
ALTERNATE FIXING FOR RB1/RB2 ee . ——
— 17C_LAMBEAM ° care 4 Bison
So RB2 FIXING SIMILAR. \ 1 A X B
NOTCH C1 30mm MIN FOR
© RBI.
RB2 FIXING SIMILAR. 2/M20 BOLTS AS SHOWN BLOCKING PIECES SAME SIZE AS
ae a 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. N 0 JH A N G D E TAI LS
S DETAILS C
SJ (MAX 900)
——~<D_-MIN. 2250 POLE, DURABILITY CLASS 1 FOR CARPORT ROOF
6 POLE, FOR CARPORT ROOF.
YOR PRESERVATIVE TREATED, SUITABLE ENGINEER TO CONFIRM
ct FOR IN GROUND SERVICE ; DETAILS.
Ny .
ROPE FORM =| SLOPE CONCRETE |
MASTIC SEAL IN AWAY FROM POLE
. 100sq SOLID BLOCKING
PRX yy || _@1200 CRS MAX WITH
1/M12 BOLT EACH SIDE
THROUGH BOTH TRUSSES.
D
S| Zz
-) RB1
S 100sq SOLID BLOCKING
| owe ros angen nau as so a
M12 BOLT —T™ 1/M1 A [
NATURAL GROUND OF MINIMUM © : , /M12 BOLT EACH SIDE
Nv SAFE BEARING CAPACITY 100kPo. cr THROUGH BOTH TRUSSES.
BUILD UP WITH MASS CONCRETE IF
JOTCH Ct 30mm’ MIN FOR
NECESSARY, © Nor mm : ; ELE VA I ON
— 2/M20 BOLTS AS SHOWN
cl TO 3mm GALV PLATE OVER Los E
RBI.
No FASS CAGE BUILDING
HWD COLUMNS CAST SE C Tl ON oA
INTO FOOTING i=4 APPROVAL
PF { DETAILS — T{ DETAILS — NOT FOR CONSTRUCTION -—
ANTHONY F McDONOUGH PROPOSED BARN & LINKWAY AREA PROPOSED BARN & LINKWAY ROOF 1:20
BUILDER DETAILS Scales: A 05 SEP 15
BSA LIC. 65515 56 MAINS STREET, ” F
. KIN KIN QLD 4571 { AG C
(
; JOB NUMBER | DWG No. |
all dimensions on site PROJECT NIGEL GARDINER ON THIS DRA NOOSA SHIRE COUNCIL | A3 |SHEET 6 OF 7 |Date:
1 2 | 3 | | 6 | 7 | 8

 

Page 7

ANTHONY F McDONOUGH
BUILDER
BSA LIC. 65515


[OCR of page images]
 

A

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

/

Zz c Cc Zz Q
1 2 5 4 5 6 / 8
| RevNo | Revision note Signature | Checked
GENERAL NOTES S
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 1S 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 = 25MPo.
TIMBER NOTES
ALL TIMBER ELEMENTS AND CONSTRUCTION DETAIL ARE TO COMPLY WITH THE DETAILS GIVEN IN AS1684 NATIONAL
TIMBER FRAMING CODE WIND CLASSIFICATION N3.
ANTHONY F McDONOUGH
BUILDER
BSA LIC. 65515
— NOT FOR CONSTRUCTION
. PROPOSED BARN & LINKWAY AREA NOTES
Scales: AW 05 SEP 15
56 MAINS STREET,
KIN KIN QLD 4571 A
0 | 5 5 ec
Use figured dimensions i nce to scale. Verify — cun . < nA JOB NUMBER JWG 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 | 5 [ | [| JT | | | ft 6 | / | 8