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Plans - Revetment Wall Landings - 44 Noosa Pde Noosa Heads · OPW19/0227
Attached to the e-mail Plans - Revetment Wall Landings - OPW19/0227 - 44 Noosa Parade, Noosa Heads (VICKERS) - EMAIL 3 OF 3.
Plans and drawings: the text below has words only, no drawings.
THIS
DRAWING SIZE — A3 MMBUILDING APPROVAL NG:
20197461
GENERAL : CONTRACTOR TO ACHIEVE THE LOADS NOMINATED ON THE ASSOCIATED PLANS (SHOWN Cee RSmIE nae ive LUNTERNALe Had
EID NCU SEE as Cai UNFACTORED). THE SOREW PIER SPECIAUST MUST SATISFY THEMSELVES WITH REGARD TO ‘AND COUNCHL SAFETY REGUREMENTS. edd knbGORS = kPa
i Sime araetonene a we noe women ame, SPER Ue a Pea own ves som es ae 1 Os TEN os
4 ANY DISCREPANOES BETWEEN THESE DRAWNGS AND THE ARCHITECTURAL ORAWNGS ARE COMMENONG WORKS TO ENSURE ALL PIERNG COSTS ARE KNOWN BEFORE COMMENCING CEMENT CONTENT TO BE NOT LESS THAN 280KG PER M3) FOR WIND RATING = N3 (W41N)
TO BE REFERRED TO THE ENGINEER IMMEDIATELY. WORKS. POOLS WITHIN KM OF LARGE EXPANSES OF SALT WATER SUCH
5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EX'STING SERVICES WITHIN AND ENFORCEMENT : AS THE SEA (BUT POOL NOT TO BE CONSTRUCTED IN| TAL
ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW WORKS ARE IY ACCORDANCE | THE FOLLGMING MARKS ARE USED TO IDENTIFY THE VARIOUS RERFORONG STEELS SPLASH ZONES OF SALT WATER). WHERE POOLS ARE
MMW TE ATACED CATCAL OEP IME AGRA we uni ne USED, GOVERNING STANDARD FOR USE ALSO LISTED: CONSTRUCTED MORE THAN 1KM FROM LARGE EXPANSES OF SALT ABBREVIATIONS USED
Cee }-TERRAN ‘ACCORD: TM — TRENCH MESH, min 450NPo (AS1304) WATER (SUCH AS THE SEA) THE CONCRETE STRENGTH MAY BE
8. ALL EXCAVATIONS ARE TO REMAIN DRY AND FREE OF ALL LOOSE MATERIAL PRIOR TO F — MESH/FABRIC, MIN. 450uPa (ASI3O4) SORE teen (Cont) CONTINUOUS SPANS
THE PLACEMENT OF CONCRETE. fF OM DAES = CONCRETE SLUMP 80mm. CTRS CENTRES
9. WHERE CONPACTED FILL IS NOTED ON THIS AND ASSOCIATED PLANS, COMPACTION TO = 250iP0 7
ACHIEVE 98% MINIMUM DENSITY RATIO TO BE ACHIEVED FOR COHESIVE (CLAY) SOLS AND W— HARD DRARN WRE, MIN ASOMPa (ASI303) CONTE 10 BE SRANED WA COMTHUCUS CPETATIN Ai V&H VERTICAL & HORIZONTAL
2 REINFORCEMENT SHALL’ BE CHAIRED, TIED AND RESTRAINED IN THE CORRECT Te eats tmeetet ES POOLE: KEEP TE: T
65% WINMUM DENSITY INDEX FOR COHESIONLESS (SANDY) SOILS. IN ACCORDANCE WH AL BE , TED AND Te WALLS AND FLOOR SURFACE MOIST IN AN APPROVED MANNER &B TOP & BOTTOM
83798-2007. LOCATION TO ENSURE NO MOVEMENT DURING CONCRETE PLACEMENT. SLAB NESH CHARS AT (E. FOG SPRAY) ALTERNATIVELY THE SURFACE CAN BE SPRAYED € CENTRE LINE
10. UNLESS NOTED OTHERMSE A MINIMUM BEARING CAPACITY OF 100KPA SHOULD BE 800mm CTRS. MAX. IN BOTH DIRECTIONS. WTH CONFILM OR EQUALLY APPROVED ADDITIVE,
‘ACHIEVED WITHIN COMPLETED FILLING. COMPACTION AND BEARING CAPACITY TEST RESULTS 3. MiNUMUM COVER TO REINFORCEMENT IS AS FOLLOWS; = ROD CONCRETE IN WALLS TO REMOVE ALL AIR POCKETS 1? TYPICAL
MUST BE PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL PRIOR TO WORKS FOOTINGS & PIERS - 40mm ALL FACES MS Mio
PROCEEDING. SLABS ON GROUND = 30mm TOP (TERNAL SURFACES) Are et eee WHICH AFFECT THE . en
11, CHENSET OR EPOXY BOLTING TO CONCRETE OR BLOCK WORK MEMBERS NOMINATED ON 30mm BOTTOM (OVER POLY. DPM) SOMING OF APPLED COATINGS (GALV.) HOT DIPPED GALVANISED
THE ATTACHED PLANS ARE TO UTUSE RANSET CHEMSET INJECTION 800 SERIES OR = 40mm (EXPOSED SURFACES). = REINFORCEMENT - ALL STEEL TO BE GRADE 250 § BARS. 54 SQUARE
EQUALLY APPROVED. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE MANUFACTURERS SUSPENDED SLABS - 30mm (INTERNAL SURFACES).
REQUIREMENTS. ‘6mm (EXPOSED SURFACES) RERECRCEMENT — MNOMIM COMER 7Okad +5/—OOtt NB PLEASE NOTE
~ . — REINFORCEMENT LAPS SOOMM FOR S BARS.
ve ee eT ee FS eS BEAMS & COLUNNS- 40mm (EXPOSED SURFACES). ~ ALL REINFORCEMENT BARS TO BE CONTINUOUS AROUND ALL «0 KILN DRIED
MADE TO OUR CRITICAL DEPTH LINE DIAGRAM OR SEEK GUIDANCE DIRECTLY FROM THS {hrm (INTERNAL SURFACES). CORNERS AND CURVES AHO SHALL BE LAPPED U.N.O. B.GL BELOW GROUND LEVEL
OFFICE 4 ie ST ete Zar (OE Fe hus Sen) FOR SLAB MESH, MINIMUM STRIPPING AND/ OR BACKFILUNG TIME IS 14 DAYS. ” ie
500mm FOR TRENCH (AMETER OR 50Grnm WHICHEVER — THE FINAL POOL SHAPE AND LAYOUT SHOULD BE APPROVED UN.O. UNLESS NOTED OTHERW:
rs SSR es ete mau ii Mace tue ovo
14. ALL BULDING MATERIALS USED MUST MEET THE MINIMUM NATIONAL CONSTRUCTION Cone «5, _ALL EXPOSED STARTER BAR ENDS TO BE FITTED WTH PROTECTIVE END CAPS UNTIL ~ ALL FENCES AND GATES SURROUNDING POOL AREA SHALL BE THK THICK
REQUIREMENTS. BRASS) CNET IN ACCORDANCE WITH AS19265. L/8 LOAD BEARING
BRACING : REINFORCED BLOCKWORK. : — THE POOL EXCAVATION SHALL INNO WAY UNDERMINE ANY
NEW DNELLNG: ALL NEW STRUCTURES TO HAVE 50% OFF SPEOFID BRAGNG To BE 1. ALL MATERIALS AND WORKMANSHIP TO BE IN ACCORDANCE WITH AS3700 2001. ADJACENT STRUCTURES OR SERMIOES (REFER TO CRITICAL UNE HOWO HARDWOOD
INSTALLED PRIOR TO ROOF GONG ON. 2 MNMUM WASORRY STRENGTH FUC=tSlpa DIAGRAM PROMDED). THE POOL CONTRACTOR/BULDER 1S VOS VERIFY ON STE
EXISTING DWELLING: DURING CONSTRUCTION TEMPORARY PROPPING & BRACING TO BE 1 CES FOB LEE ae Ha a ucRdAe FS PROR TOGA RESPONSIBLE FOR OBTAINING ALL RELEVANT LEVELS AND ue
STALLED CONSULTING ENGINEERS SA L . ALL CORES TO BE CLEANED POSITIONS OF ADJACENT STRUCTURES PRIOR TO COMMENCING TANLESS :
COMET 52 GSES SEA Ton CLEAN-OUT BLOCKS AT THE BASE OF THE WALL, WORK. ss st STEEL (Grade: 316)
1. ALL WORKMANSHIP AND MATERIALS SHALL COMPLY WITH AS3600 ~ CONCRETE 5. MINIMUM GROUT STRENGTa fc=20MPa (300kg/m3 MIN. CEMENT) WTH A MAXIMUM
‘STRUCTURES AGGREGATE SIZE OF 10mm. COMPACT GROUT DOWN FULL DEPTH OF CORE WTH PLAIN ROD
2, ADDITIVES INCLUDING FLY ASH CAN ONLY BE ADDED TO THE CONCRETE UPON THE OR SIMILAR.
‘APPROVAL OF THE ENGINEER, 7. MINIMUM COVER TO REINFORONG is 20mm FROM INSIDE FACE OF BLOCK. BARS TO BE
3. ALL CONCRETE SHALL BE NORMAL CLASS CONCRETE UNLESS NOTED OTHERSE. ARRANGED AS SHOWN CN ASSOCIATED DETAILS.
CONCRETE GRADES, MAXINUM SLUNPS AND MAXIMUM AGGREGATE SIZE ARE AS FOLLOWS; 8 WALLS TO BE WATERPROOFED WHERE INDICATED ON THE DRAWINGS. WATERPROOF
FOOTINGS ~ 20NP0, MAX SLUMP 100mm & 20mm MAX AGG. SIZE. MEMBRANES INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURES RECUREMENTS.
GROUND FLOOR SLABS 100-150THK. — SOMPa, MAX. SLUMP 8mm & 20mm MAX. AGG. 9. UNLESS NOTED OTHERWISE ALL WALL VERTICAL STARTER BARS ARE TO BE CAST INTO
SH THE SUPPORTING FOOTING OR FLOOR SLAB UNDER AS APPLICABLE
BEAMS /OOLUNNS /SUSPENDED SLABS — SLUMP, Somm & 20 10. ALL MASONRY WALLS DURING CONSTRUCTION TO BE TEMPORARY BRACED OR OTHERMSE
SH SME MRE SLUM: 20h, MAR STABILISED AS NECESSARY TO RESIST WAND LOADS OR LATERAL FORCES, IN ACCORDANCE
BLOCKWORK GROUT - N20, MAX. SLUMP, 100mm & 10mm MAX. AGG. SIZE. WTH LOCAL AUTHORITIES WORK PLACE HEALTH AND SAFETY GUIDE LINES, : :
4, ALL CONORETE MENBERS GREATER THAN 100mm IN THICKNESS MUST BE MECHANICALLY “
ViBRATED. Revision | Description Date
5, IN NO INSTANCE SHALL THE CONCRETE BE WETTED UP PRIOR TO OR DURING PLACEMENT, Issue:
6. SLAB CONCRETE SHALL BE CURED FOR A MINIMUM OF SEVEN (7) DAYS BY AN ~ CONSTRUCTION
APPROVED METHOD, DETAILS AVAILABLE UPON REQUEST.
7. FORMWORK STRIPPING AND BACK-PROPPING OF SUSPENDED FLOOR SLABS TO THE
APPROVAL OF THE ENGINEER. Unit 1/11 Project Ave,
SCREW PIERS : Noosa Heads
1. SCREW PIERS WHERE SPECIFIED ARE TO BE DESIGNED AND INSTALLED BY SPECIAUST < Ph (07) 5455 5604
8 NSt :
3 Neus? ENGI
8
Tite: GENERAL CONSTRUCTION
NOTES
Project 44 Noosa Pde
Noosa Heads
=
¢ Date: April 2019 | Drg No. 29053 -N
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Page 2
BUILDING PERMIT
DRAWING SIZE — A3
LEGEND.
tal
|
fs]
os)
CuI
SLAB, REFER TO DETAILS ON DRAWING S2.
100 THK. TERRACE SLAB ON COMPACTED
‘MATERIAL, SL72 MESH, TOP 40 COVER,
200(W) X 200(D) EDGE THICKENING AT
UN~SUPPORTED EDGES. FLEXIBLE JOINT
AGAINST MASONRY/CONCRETE.
125 THK. DRIVEWAY SLAB ON COMPACTED
MATERIAL, SL82 MESH, TOP 40 COVER,
FLEXIBLE JOINT AGAINST MASONRY/CONCRETE.
INDICATES THE MINIMUM STRUCTURAL
DEPTH OF THE SUSPENDED SLAB AFTER
FALLS FOR DRAINAGE.
INDICATES LOAD BEARING STRUCTURE
UNDER SUPPORTING THE SUSPENDED SLAB.
INDICATES DIRECTION OF FALL TO FINISHED
‘SURFACE LEVEL 1:200 Min,
PRIOR TO FILLING, REMOVE ALL TOPSOIL, LOOSE OR
DISTURBED MATERIAL. FILL TO CONSIST OF CLEAN Si
WETTED AND COMPACTED IN 150mm LAYERS TO
‘98% Min. FIELD DENSITY. COMPACTION RESULTS T0 BE
PRESENTED TO THE ENGINEER FOR APPROVAL PRIOR
APPROX. EXTENT OF EXISTING
REFER TO ARCHITECTURAL PLANS REVETMENT WALL BOULDERS. ——=|
DENOTES WET TOOLED JOINT TO TERRACE WALLS & FOOTINGS. (GWF)
‘THIS DOCUMENT FORMS PARTOF
SCREW @IER SOBEDULE
~ SFL
“(O/B antivTOv86 ABGATEBAWRERE. SHO
IN-PLAN-EXCEPT-WHERE-UAKED-(8 i DICKIES
SLAB PREPERATIONS. PROVIDE BACK-PROPPING TO ANY
A PIER GROUP) IN THIS INSTANCE
THE MANUFACTURER IS TO ADVISE ON THE MINIMUM
PIER SPACING.
~IT IS RECONMENDED THAT THE CONTRACTOR TO
INSTALL TEST PIERS TO CONFIRM DEPTH FOR CAPACITY,
PRIOR TO PRICING WORKS.
MINIMUM UNFACTORED WORKING LOADS FOR INDIMDUAL
PIERS ARE AS FOLLOWS
(SP-1) 150KN
CONPUANCE CERTIFICATION FOR INSTALLATION TO BE
ISSUED TO ENGINEER.
TRUCTION_SITE_INSPECTIONS:
OUR FEE FOR STRUCTURAL DOCUMENTATION
OES NOT INCLUDE AND ALLOWANCE FOR SITE
INSPECTIONS. THE BUILDER MUST ESTABLISH
WHO WILL BE PAYING FOR THESE VISITS PRIOR
TO BOOKING THEM.
PRIOR TO BOOKING SITE INSPECTIONS A VALID
BUILDING APPROVAL (BA) MUST BE PROVIDED.
INSPECTIONS WILL NOT BE UNDERTAKEN UNTIL
THIS IS SUPPLED.
SITE INSPECTIONS MUST BE BOOKED WTH AT
LEAST 24 HOURS NOTICE.
CERTIFIERS REQUIRE THE FOLLOWING ELEMENTS
INSPECTED AND FORM 16's ISSUED.
” ALL FOOTINGS/SLAB (+)
” BLOCK WORK (#)
“ FORMED CONCRETE (*)
“ FRAMING, BRACING & TIE DOWN (*)
{*) DENOTES PRIOR TO BEING CONCRETE /CONCEALED
WE WILL NOT ISSUE FORM 16 CERTIFICATES FOR
ELEMENTS NOT INSPECTED
CONS
Revision | Description Date
'SSUe: CONSTRUCTION
{SP-1) @ ‘STEEL SCREW PIER, REFER SCREW PIER
SCHEDULE FOR MINIMUM WORKING LOAD.
| Vv 7
TS Y
a 3 J
| Ta Ex. (P) /
#| Hie
P /
! es |
] A a /
2 & a Vy
| CROSSOVER SLAB 0 “a
[= Loca. avtuorty — L- Ts Le
j STANDARD ETAL.
oe |
i Ta we |
“oz
(ro
ai) GS | SB
2
MPT
EXISTING RENDERED BLOCK WALL.
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH
THE NOTES CONTAINED ON 29053.N.
Unit 1/11 Project Ave,
Noosa Heads
é Ph (07) 5465 5604
5 iS SULTIN [email protected]
3 web:www sog-engineers.com
EBUL
EXISTING BLOCK RETAINING WALL. (SP—1)
Title: FOOTING AND SLAB PLAN
Project 44 Noosa Pde
Noosa Heads
FOOTING & SLAB PLAN ©
(Siz)
0
m1:100 @ A3
ee 04
Date: April 2019 | rg No. 29053-S1.1 |
Page 3
BUILDING PERMIT
DRAWING SIZE — A3
R12 GALV DOWELS 300(L)
EPOXY GROUTED 150 INTO
EXISTING SLAB EDGE. 1800
“2
FOR SLAB
REFER PLAN
REINFORCEMENT
(1/Nt6 x 400(t)
DOWEL)
PROVIDE BACK PROPPING TO
BLOCKWALLS DURING UNDER
‘SLAB FILLING & COMPACTION
Z
a Sa oo) ql
VAPOUR BARRIER
A SEES
APPROVED FILL MATERIAL CANTILEVER
AND COMPACTION.
EXISTING STRUCTURE
SHOWN HATCHED
190 BLOCK ~ N20
VERTICALLY SET FOAM CONPACTED GROUT
VO FORMER To N16~400 V.
ENGINEERS APPROVAL NI2—400 H.
on WATERPROOFED
SCREW PIERS AS NOTED were
PLAN, DESIGN BY SPECIALIST
CONTRACTOR.
ONE WAY FROG FLAPS FOR REAR
OF WALL DRAINAGE OUTLETS
TYPICAL SECTION
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH
THE NOTES CONTAINED ON 29053-N.
|
EXISTING REVETMENT WALL
BOULDERS TO BE REMOVED FOR
—\, CONCRETE STRIP POUR, REPLACE
2 \\ AGAINST FOOTING AND WALL
450
FOOTING BEAM
ee ~\, BASE FOR LATERAL RESTRAINT
— 6/N12 TOP & BOT. 7
N12 LIGS-450. /
SZ -™~ fo '
RETAINING WALL BARS
COGGED 400 INTO SLAB
200MM FREE DRAINING BACKFILL
‘WIH AGI PIPE TO OUTLET.
Lt
CLEAN-OUT
BLOCK C3
a
LONGITUDINAL BARS
N12-400
THIS DOCUMENT FORMS PARTOF
BUILDING APPROVAL NO:
20197461
WPURE
BUILDING APPROVALS
"|
. Nem
190 HOLLOW BLOCK —
GROUT FILLED CORE N20
¢~ COMPACTED CONCRETE.
N12-400 VERT.
‘N12-400 HORIZ.
PLACED CENTRE
OF WALL.
H = MAX RETAINING HEIGHT,
600 LAP.
Natural Ground
TAS
N12 VERTS 400 CTRS,
COGGED ENDS.
g
ALT T & B.
— R6 UGS 900 CTRS
N12-400 —
RW-02) ~ RETAINING WALL
TYPICAL SECTION
Revision | Description Date
'Ssue: CONSTRUCTION
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
Ose
DEBULD TA
Title: FOOTING AND SLAB DETAILS
Project 44 Noosa Pde
Noosa Heads
Date: April 2019 | Drg No. 29053-S2.1 |"
Page 4
BUILDING PERMIT
DRAWING SIZE — A3
CAST-IN STARTER BAR
10mm JONT, MASTIC BESSER CONTROL
| REF owe Sohone FOOTE 1m LEAL ONT BLOCKS.
mth Goundtevel 1200 | 450 Rex
; Saar
é ca OZIge,
§ | | 200 |e 2 VERTCAL BARS, a
i GROUT FILLED CORE Bo’
a TRENCH MESH 3L11TM TOP
2 1 [7 TT Bottom on Eouvaenr. SHES OF SORT,
LY _He— re ucaTures MOVEMENT JOINT DETAIL
© 800mm etrs (PROVIDE AT 6.0m ctrs MAX.)
so]
GWF) ~ GARDEN WALL FOOTING
TYPICAL SECTION
THIS FOOTING WTHOUT PIERS IS
FOUNDED ABOVE CRITICAL DEPTH UNE
AND IS UNSTABLE.
FOOTINGS FOUNDED INTO
SELECTED MATERIAL AND
BELOW CRITICAL LINE ARE
CONSIDERED STABLE.
! THE BUILDER/CONTRACTOR
j MUST CONFIRM ALL
1 RELEVANT LEVELS PRIOR TO
COMMENCING WORKS.
{
|
[LINE OF PROPOSED
POOL EXCAVATION
OR OTHER TRENCH.
NOTE:
THIS DETAIL ALSO APPLIES TO
EXISTING FOUNDATIONS ON
NEIGHBOURING PROPERTIES. SHEET
PILING NUST BE INSTALLED WHERE
EXISTING FOOTINGS WILL BE
FOUNDED ABOVE ANY EXCAVATION
CRITICAL DEPTH LINE
CRITICAL DEPTH LINE
TYPICAL SECTION
DRIVEWAY/TERRACE SLABS
125mm THK
S182 MESH
40mm TOP COVER
LLLL: te
TJ, TOOLED JOINT
TYPICAL SECTION
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH
THE NOTES CONTAINED ON 29053-N.
THIS DOCUMENT FORMS PARTOF
BUILDING APPROVAL NO:
20197461
4
CTT
Wy simnin YYZ
LOWER SLAB MESH T0
MAINTAIN 40mm TOP COVER
CUT EVERY SECOND WIRE
50mm CLEAR ALONG LINE
OF JOIN
Revision | Description Date
‘sue: CONSTRUCTION
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
i :
Os
fT
8)
Title: FOOTING AND SLAB DETAILS
Project 44 Noosa Pde
Noosa Heads
Date: April 2019 | Drg No. 29053-S2.2 |"
Page 5
BUILDING PERMIT
DRAWING SIZE — A3
EXTEND (A) & (8)
LAYERS FOR LANDING
I
~ 7] & (po
é, +
o ; A
/
“| & (po
fy la
LAN
Ex. (PO
/, Ta
Ex (P)O Ta.
ELIT
CPO Pests 00K RETARING WL
NF ENT PI
SLAB THICKNESS, REFER
29083-St.1
THIS DOCUMENT FORMS PARTOF
BUILDING APPROVAL NO:
201954 Gc top
{tS (8) BARS
r LAD SECOND
(0) BARS
LAD LAST
N16-200(0)
FOR LANDING +
(c) Bars —
LAD THRO
(s-1)
N16-200(0)
(9-1)
(s-1)
(P-1)
Th POOL. REFER
SAt FOR
(sP-1) TYPICAL DETAILS
(P-1)
NT_PLAN
Sami—?__}—t__fmt:100 © a3
BOT _REINFOR
|____(A) Bars
LAD FIRST
OT, F T
LEGEND
[oo ak] | OICATES THE mr sTRUCTURAL
DEPTH OF THE SUSPENDED SLAB AFTER
FALLS FOR DRAINAGE.
—-, INDICATES LOAD BEARING STRUCTURE
C= UNDER SUPPORTING THE SUSPENDED SLAB,
Us Ceili a
; INDICATES DIRECTION OF FALLS ON
at FINISHED GROUND SURFACE
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH
THE NOTES CONTAINED ON 29053-N.
Revision | Description Date
'Ssue: CONSTRUCTION
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
‘ cohisuirinn, €mtadmingsog engineers. com
‘webswww-sog-engineers.com
‘N00 8108
EBUILD TA
Title: SUSPENDED SLAB
REINFORCING PLANS
Project 44 Noosa Pde
: Noosa Heads
4
“| Date: April 2019 | Drg No. 29053-S3.1 |"
3
Page 6
BUILDING PERMIT
TOWM ABELFLEX JOINT AND
FLEXIBLE MASTIC SEALANT.
DRAWING SIZE — A3
RI2X400(L) GALV
DOWELS 6O0CTRS EPOXY
GROUT 100 INTO POOL
SHELL
WATER LINE.
ADDITIONAL S12 - 250
FILTER MEDIA.
‘SCREW PIERS
PLAN, DESIGN
CONTRACTOR.
VERT. & HORIZONTAL i —
Wh EF
a ae
100MM THICK COMPACTED 10MM
TO 20MM CLEAN CRUSHED ROCK
St2 @ 250 VERT &
HORIZ. U.N.O.
1300 MAX.
Ni6 @ 250 VERT (ONLY)
TO OUTER FACE OF POOL
SHELL ALONG REVETMENT
on z
4“ e we ae
. Ses 2
Ps —
N12-200 T & B GRO.
FOR CANTILEVER
CANTILEVER
190 BLOCK — N20 COMPACTED
GROUT
N16-400 V
'NI2-400 H.
COG VERTICAL 400 INTO SLAB
OVER.
WATERPROOFED
BLOCKWALL
POOL BASE CAST HORIZONTAL
UNDER WET EDGE WALL.
AS NOTED ON (
BY SPECIALIST
HYDROSTATIC PRESSURE RELIEF
—t VALVE TO CURRENT AUSTRALIAN
‘STANDARD. SEALED AND BONDED TO
POOL FLOOR IN ACCORDANCE WITH
THE MAUFACTURERS SPECIFICATION.
(8 \ POOL EDGE TROUGH'S & CANTILEVER
(SLUT TYPICAL SECTION
TO 20mm CRUSHED ROCK (NO
FINES) FILTER MATERIAL. 2
WRAP IN GEOTEXTILE MEMBRANE.
VERTICALLY SET FOAM
VOID FORMER TO
ENGINEERS APPROVAL.
nm SQ PIT FILLED WITH 10mm
=
ADDITIONAL S12-250 CORNER
BARS (ie S12-125)
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH
THE NOTES CONTAINED ON 29053-N.
TYPICAL SECTION
VERTICAL CORNER DETAIL
THIS DOCUMENT FORMS PARTOF
ea
BUILDING APPROVAL NO:
20197461
BUILDING APERSVA 125. CENTRES.
1] 200 wn.
ef SAMER BOX tN
' ACCORDANCE WTH
AS1926
Pal LOCATE SKIMMER BOX
Ip SO FLAP FACES
aly PREVAILING WIND.
=
Ss-FF
ie + —s12 0 100m CENTRES
AROUND SKIMMER BOX.
Is ie To FILTER
SKIMMER BOX
TYPICAL SECTION
Revision | Description Date
‘Sue: CONSTRUCTION
DESULOTA
Os
Title: POOL SECTION & DETAILS
Project 44 Noosa Pde
Noosa Heads
Date: April 2019 | Drg No. 29053-S4.1 |”
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
Page 7
BUILDING PERMIT
DRAWING SIZE — A3
EXISTING STRUCTURE ON NEIGHBOURING
ALLOTMENT TO BE PROTECTED DURING
WORKS AGAINST UNDERMINING REFER TO
CRITICAL DEPTH LINE DIAGRAM ON DRG
$2.2 FOR GUIDANCE
SHOWN HATCHED
REFER PUN ___N12~200 "2" BAR
“ORCEMENT STARTERS. 400 COGS.
DRAINAGE OUTLETS
BUILT INTO TROUGH
TO DESIGN & DETAIL
BY OTHERS.
200 MIN.
THIS DOCUMENT FORMS PARTOF
BUILDING APPROVAL NO:
20197461
iy PURE
BUILDING APPROVALS
TROUGH.| "+
B
(euacen centre) —~Y
POOL BALANCE TANK.
S12 @ 250 VERT &
HORIS. U.N.O.
(PLACED CENTRE)
S12 @ 250 VERT &
HORIZ. UNO.
(PLACED CENTRE)
1300 MAX.
Let
SHORING TO DESIGN BY OTHERS.
pre n e e
b—--—--~-—- ~~
THE NOTES CONTAINED ON 29053-N.
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH
100MM THICK COMPACTED 10MM
TO 20MM CLEAN CRUSHED ROCK
FILTER MEDIA.
SCREW PIERS AS NOTED ON
PLAN, DESIGN BY SPECIALIST
CONTRACTOR.
(© POOL BALANCE TANK & SEAT
\ SEV] TYPICAL SECTION
206.16
Revision | Description
Date
"sue: CONSTRUCTION
LD TA
Unit 1/11 Project Ave,
Noosa Heads
i ‘web:www.seg-engineers.com
Title: POOL BALANCE TANK
SECTION
Project 44 Noosa Pde
Noosa Heads
Date: April 2019 | Drg No. 29053-S4.2 |" _
Page 8
Address: PO Box 1632 Buderim QLD 4556 Email: [email protected] Phone: 07 5451 0579 BUILDING APPROVALS ABN: 46 326 883 383 DECISION NOTICE — APPROVAL - 20197461 Planning Act 2016 section 63 Applicant: Peter Curley Owner: Leon Vickers Constructions Address: PO Box 738, Eumundi Address: PO Box 7079 , Fitzroy, New QQLD Plymouth NSW 4341 Phone: 0412 158 181 Phone: 0214 60975 Address of development: 44 Noosa Parade, Noosa Heads QLD 4567 Lot/DP: 21.N21842 Local Government Area: Noosa Shire Council Details of proposed development: Alterations/Additions to Detached Dwelling and Swimming Pool Building Classification: ta, 10b Dear, | wish to advise that, on 29/05/2019, the above development application was: a C) APPROVED IN FULL C] APPROVED IN PART FOR THE FOLLOWING: 7 APPROVED IN FULL WITH CONDITIONS* LC] APPROVED IN PART FOR THE FOLLOWING: C REFUSED *Note: The conditions of this approval are set out in Attachment 1. The conditions show which conditions have been imposed by the assessment manager and which conditions have been imposed by a referral agency. Details of the Approval This application is taken to have been approved (a deemed approval) under section 64(5) of the Planning Act 2016. Type of approval Planning Regulation Development Preliminary 2017 reference Permit Approval Carrying out building work (assessable under the Schedule 9, part 1 Vv oO Building Act 1975) Conditions This approval is subject to the conditions set out in Attachment 1. Referral Agencies for the Application Not Applicable. Approved Plans and Specifications Not applicable. Currency Period for the Approval (section 85 of the Planning Act 2016) — this development approval will lapse in 24 months.
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Address: PO Box 1632 Buderim QLD 4556 Email: [email protected] Phone: 07 5451 0579 BUILDING APPROVALS ABN: 46 326 883 383 6. Appeal Rights The rights of an applicant to appeal to a tribunal or the Planning and Environment Court against a decision about a development application are set out in chapter 6, part 1 of the Planning Act 2016. For particular applications, there may also be a right to make an application for a declaration by a tribunal (see chapter 6, part 2 of the Planning Act 2016). Appeal by an applicant An applicant for a development application may appeal to the Planning and Environment Court against the following: e the refusal of all or part of the development application ¢ aprovision of the development approval e the decision to give a preliminary approval when a development permit was applied for * adeemed refusal of the development application. An applicant may also have a right to appeal to the Development tribunal. For more information, see schedule 1 of the Planning Act 2016. Appeal by a submitter A submitter for a development application may appeal to the Planning and Environment Court against: © any part of the development application for the development approval that required impact assessment e a variation request. The timeframes for starting an appeal in the Planning and Environment Court are set out in section 229 of the Planning Act 2016. If you wish to discuss this matter further, please contact the undersigned. Yours sincerely, Dated: 29/05/2019 fe aoe Gus Schulz A1302676
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Address: PO Box 1632 Buderim QLD 4556 Email: [email protected] Phone: 07 5451 0579 BUILDING APPROVALS ABN: 46 326 883 383 GENERAL CONDITIONS OF APPROVAL FOR BUILDING WORK RESIDENTIAL (ATTACHMENT 1) Building Approval Number: 20197461 Property Address: 44 Noosa Parade, Noosa Heads QLD 4567 Scope of work: Alterations/Additions to Detached Dwelling and Swimming Pool POOL FENCING LAWS AND WHAT THEY MEAN TO YOU AS A POOL OWNER Pool owners need to be aware of their obligations in relation to the pool fencing laws. ¢ Pool fencing to comply with the latest pool fencing standards. e Compliant temporary fences to be permitted for a maximum period of three (3) months during the construction of a pool, after which compliant permanent fencing will be required. Both the temporary and permanent fences will need to be inspected and certified by the building certifier who approved the application. e Ifthe required final inspection has not been done, building certifiers will be required to undertake a mandatory follow-up inspection within a set time frame after giving a building approval for a swimming pool. The time frames will be six (6) months for new pools or two (2) years in cases where building approval is granted for a swimming pool and a new residential building. If the building approval is due to lapse earlier than six (6) months or two (2) years, the final inspection must be done before it lapses. ¢ Pool owners to display a cardiopulmonary resuscitation (CPR) sign that reflects the current CPR method adopted by the Australian Resuscitation Council. Owners must ensure that a compliant fence is maintained. e Owners must display a warning sign advising that a new pool is under construction. From 1 January 2017, all new CPR signs for swimming pools must comply with Guideline 8, published by the Australian Resuscitation Council (ARC). Existing signage that complies with the earlier guideline (Guideline 7) is acceptable for use while still readable. e Local governments can only grant exemptions in circumstances where an occupant of the building has a disability that will not enable them to gain access to the pool area if a complying pool fence was constructed. Penalties of up to $16,500 and on-the-spot fines of up to $700 can be imposed on pool owners if their pool fence does not comply with the law. Responsibilities: Owners of Outdoor Pools on Residential Land: The pool owner is generally the owner of the land. The owner of the property is responsible for ensuring their pool fence is compliant. Tenant Renting Property with a Swimming Pool: Tenants are responsible for ensuring that the gate is not kept open and that there are no objects that would allow children to access the pool. If a person renting a property buys a pool that requires pool fencing around it, the owner of the pool must ensure the pool has a fence around it. See: Guidelines for the interpretation of swimming pool fencing requirements - Department of Infrastructure and Planning www.dip.gld.gov.au INSPECTION REQUIREMENTS - POOL IS NOT TO BE FILLED WITH WATER UNTIL POOL FENCE INSPECTED AND FORM 17 ISSUED
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