Council archive · source document
Engineering and survey plans · OPW20/0082
Plans and drawings: the text below has words only, no drawings.
DRAWING SIZE — AS GENERAL : 1. DO NOT SCALE FROM THIS DRAWING. 2. ALL DIMENSIONS IN MILLIMETERS 3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS. 4. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND THE ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE ENGINEER IMMEDIATELY. 5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE DIAGRAM. 6. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE SPECIFICATIONS AND REQUIREMENTS OF SCG CONSULTING ENGINEERS SITE INVESTIGATION & FOOTING REPORT. (NO.29136(S)) 7. PROTECTION AGAINST SUB-TERRAINIAN TERMITES IS TO BE IN ACCORDANCE WITH THE ARCHITECTS DETAILS. 8 ALL EXCAVATIONS ARE TO REMAIN DRY AND FREE OF ALL LOOSE MATERIAL PRIOR TO THE PLACEMENT OF CONCRETE. 9. WHERE COMPACTED FILL IS NOTED ON THIS AND ASSOCIATED PLANS, COMPACTION TO ACHIEVE 98% MINIMUM DENSITY RATIO. TO BE ACHIEVED FOR COHESIVE (CLAY) SOILS AND 65% MINIMUM DENSITY INDEX FOR COHESIONLESS (SANDY) SOILS. IN ACCORDANCE WITH AS3798-2007. 10. UNLESS NOTED OTHERWISE A MINIMUM BEARING CAPACITY OF 100kPA SHOULD BE ACHIEVED WITHIN COMPLETED FILLING. COMPACTION AND BEARING CAPACITY TEST RESULTS MUST BE PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL PRIOR TO WORKS PROCEEDING. 11. CHEMSET OR EPOXY BOLTING TO CONCRETE OR BLOCK WORK MEMBERS NOMINATED ON THE ATTACHED PLANS ARE TO UTILISE RAMSET CHEMSET INJECTION 800 SERIES OR EQUALLY APPROVED. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS. 12. THE BUILDER MUST PROTECT ALL EXISTING NEIGHBOURING STRUCTURES/BUILDINGS THROUGHOUT THE WORKS, PARTICULARLY DURING EARTHWORKS. REFERENCE SHOULD BE MADE TO OUR CRITICAL DEPTH LINE DIAGRAM OR SEEK GUIDANCE DIRECTLY FROM THIS OFFICE 13. THE BUILDER MUST HAVE A B.A APPROVAL FOR THE PROPOSED WORKS FROM EITHER A PRIVATE CERTIFIER OR LOCAL COUNCIL BEFORE ANY SITE INSPECTION CAN BE CARRIED OUT. 14. ALL BUILDING MATERIALS USED MUST MEET THE MINIMUM NATIONAL CONSTRUCTION CODE REQUIREMENTS. BRACING : NEW DWELLING: ALL NEW STRUCTURES TO HAVE 50% OFF SPECIFIED BRACING TO BE INSTALLED PRIOR TO ROOF GOING ON. EXISTING DWELLING: DURING CONSTRUCTION TEMPORARY PROPPING & BRACING TO BE INSTALLED TO SCG CONSULTING ENGINEERS ‘SATISFACTION. CONCRETI 1, ALL WORKMANSHIP AND MATERIALS SHALL COMPLY WITH AS3600 — CONCRETE STRUCTURES 2. ADDITIVES INCLUDING FLY ASH CAN ONLY BE ADDED TO THE CONCRETE UPON THE APPROVAL OF THE ENGINEER. 3. ALL CONCRETE SHALL BE NORMAL CLASS CONCRETE UNLESS NOTED OTHERWISE. CONCRETE GRADES, MAXIMUM SLUMPS AND MAXIMUM AGGREGATE SIZE ARE AS FOLLOWS; FOOTINGS — 20MPa, MAX SLUMP 100mm é& 20mm MAX. AGG. SIZE. GROUND FLOOR SLABS 100-150THK. - 25MPa, MAX. SLUMP 80mm & 20mm MAX. AGG. SIZE. BEAMS/COLUMNS/SUSPENDED SLABS - 40MPa, MAX. SLUMP, 80mm & 20mm MAX. AGG. SIZE. BLOCKWORK GROUT — N20, MAX. SLUMP, 100mm & 10mm MAX. AGG. SIZE. 4. ALL CONCRETE MEMBERS GREATER THAN 100mm IN THICKNESS MUST BE MECHANICALLY VIBRATED. 5S. IN NO INSTANCE SHALL THE CONCRETE BE WETTED UP PRIOR TO OR DURING PLACEMENT. 6. SLAB CONCRETE SHALL BE CURED FOR A MINIMUM OF SEVEN (7) DAYS BY AN APPROVED METHOD. DETAILS AVAILABLE UPON REQUEST. 7. FORMWORK STRIPPING AND BACK-PROPPING OF SUSPENDED FLOOR SLABS TO THE APPROVAL OF THE ENGINEER. SCREW PIERS : 1, SCREW PIERS WHERE SPECIFIED ARE TO BE DESIGNED AND INSTALLED BY SPECIALIST CONTRACTOR TO ACHIEVE THE LOADS NOMINATED ON THE ASSOCIATED PLANS (SHOWN UNFACTORED). THE SCREW PIER SPECIALIST MUST SATISFY THEMSELVES WITH REGARD TO ANY GEOTECHNICAL REPORT/INFORMATION REQUIRED FOR THEIR DESIGN. WE RECOMMEND THE BUILDER REQUEST THE PIER CONTRACTOR INSTALL A TEST SCREW PIER PRIOR TO COMMENCING WORKS TO ENSURE ALL PIERING COSTS ARE KNOWN BEFORE COMMENCING WORKS. REINFORCEMENT 1. THE FOLLOWING MARKS ARE USED TO IDENTIFY THE VARIOUS REINFORCING STEELS USED, GOVERNING STANDARD FOR USE ALSO LISTED; TM — TRENCH MESH, min 450MPa (AS1304) F — MESH/FABRIC, MIN. 450MPa (AS1304) N — DEFORMED BAR, MIN. SOOMPa (AS1302) R — PLAIN BAR, MIN 250MPa (AS1302) W - HARD DRAWN WIRE, MIN 450MPa (AS1303) 2. ALL REINFORCEMENT SHALL BE CHAIRED, TIED AND RESTRAINED IN THE CORRECT LOCATION TO ENSURE NO MOVEMENT DURING CONCRETE PLACEMENT. SLAB MESH CHAIRS AT 800mm CTRS. MAX. IN BOTH DIRECTIONS. 3. MINIMUM COVER TO REINFORCEMENT IS AS FOLLOWS; FOOTINGS & PIERS - 40mm ALL FACES SLABS ON GROUND - 30mm TOP (INTERNAL SURFACES) — 30mm BOTTOM (OVER POLY. DPM) — 40mm (EXPOSED SURFACES). SUSPENDED SLABS — 30mm (INTERNAL SURFACES). — 40mm (EXPOSED SURFACES). BEAMS & COLUMNS- 40mm (EXPOSED SURFACES). — 30mm (INTERNAL SURFACES). 4. MINIMUM LAP LENGTHS ARE 225mm (ONE PANEL PLUS 25mm) FOR SLAB MESH, 500mm FOR TRENCH MESH AND 40 TIMES THE BAR DIAMETER OR 500mm WHICHEVER GREATER FOR REINFORCING BARS. ‘5. ALL EXPOSED STARTER BAR ENDS TO BE FITTED WITH PROTECTIVE END CAPS UNTIL ENCASED IN CONCRETE LOADING CRITERIA: BALCONY'S = 3.0kPa TIMBER : 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS1720 AND AS1684. 2. ALL TIMBER FRAMING AND MINIMUM SIZES UNLESS INDICATED ON THESE DRAWINGS SHALL BE IN ACCORDANCE WITH N3 TIMBER FRAMING MANUAL. 3. ALL TIMBER UNLESS NOTED OTHERWISE SHALL BE SEASONED. 4, ALL TIMBER STORED ON SITE SHALL BE STACKED CLEAR OF THE GROUND AND SHALL BE PROTECTED FROM THE WEATHER. 5. ALL BOLTED CONNECTIONS SHALL HAVE 80mm MIN. END CLEARANCE AND BE FITTED WITH GALVANIZED MILD STEEL WASHERS. 6. TEMPORARY BRACING AND SUPPORT IS TO BE PROVIDED THROUGHOUT THE CONSTRUCTION PERIOD UNTIL SUCH STAGE THAT ‘ALL MEMBERS ARE INSTALLED AND CONNECTED IN ACCORDANCE WITH DETAILS PROVIDED. 7. ALL TIMBER SHALL BE APPROPRIATELY PROTECTED FROM INSECT AND/OR MOISTURE ATTACK AT LEAST TO THE PROVISION OF THE BUILDING CODE OF AUSTRALIA AND AS3660 — PROTECTION FROM SUB-TERRANEAN TERMITES. 8. PRE-FABRICATED ROOF TRUSSES ARE 10 BE DESIGNED AND MANUFACTURED BY A SPECIALIST CONTRACTOR. TRUSSES TO BE BRACED IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS. 9. FLOOR JOISTS EXCEEDING 150mm IN DEPTH SHALL HAVE SOLID BLOCKING ALONG THE LINE OF ALL SUPPORTS AND AT MID SPAN FOR ALL SPANS EXCEEDING 3.0m AND AT 1/3 POINTS FOR SPANS EXCEEDING 4.2m. 10. ALL FRAMING ANCHORS, FIXING PLATES, NAILING PLATES, JOIST HANGERS TO BE GALVANISED MINIMUM OR STAINLESS STEEL WHERE CONSTRUCTION WITHIN 2.0 km RADIUS OF OPEN COASTAL AREAS. 11, GANG-NAILED SPLICE PLATES NOT PERMITTED FOR EXTERIOR TIMBER BEAMS. 12. ALL DETAILING OF GLUE LAMINATED AND LVL ENGINEERED TIMBER PRODUCTS SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. ‘STEELWORK : 1. ALL WORKMANSHIP SHALL BE IN ACCORDANCE WITH AS4100 WITH ALL MEMBERS AND SECTIONS BEING NEW AND FREE OF RUST AND DAMAGE. ANY VARIATION TO THIS MUST BE CONFIRMED IN WRITING BY THE ENGINEER PRIOR TO ANY WORK COMMENCING. 2. ALL STEELWORK UNLESS NOTED OTHERWISE SHALL CLEANED OF RUST AND MILL SCALE AND COATED WITH ONE COAT OF ROZP. 3. EXPOSED STEELWORK INCLUDING BOLTS SHOULD BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH AS4680 AS APPLICABLE. 4, ALL BOLTS SHALL BE IN ACCORDANCE WITH ASI111. UNLESS NOTED OTHERWISE ALL BOLTS SHALL BE GRADE 4.6 (S-SNUG TIGHT) GALVANIZED. TEMPORARY BRACING AND SUPPORT SHALL BE PROVIDED UNTIL ALL BOLTS ARE INSTALLED AND TENSIONED. 5. ALL SHS, RHS AND CHS SECTIONS TO BE OF MINIMUM STRENGTH GRADE C350 IN ACCORDANCE WITH AS1163. ALL UB/UC/PFC/EA/UEA SECTION 10 BE GRADE 300PLUS IN ACCORDANCE WITH AS3679 6. ALL WELDING SHALL BE CARRIED OUT BY A SPECIALIST TRADESMEN IN WORKSHOP CONDITIONS IN ACCORDANCE WITH AS2717. ON-SITE WELDING IS ONLY PERMITTED FOLLOWING PRIOR APPROVAL FROM THE ENGINEER. UNLESS NOTED OTHERWISE ALL WELDS ‘ARE TO BE 5.0mm CONTINUOUS FILLET WELDS (C.F.W.). 7. THE ENGINEER IS TO BE PROVIDED WITH STEELWORK SHOP DRAWINGS FOR REVIEW AND COMMENT PRIOR TO FABRICATION. REINFORCED BLOCKWORK : 1, ALL MATERIALS AND WORKMANSHIP TO BE IN ACCORDANCE WITH AS3700 2001. 2. MINIMUM MASONRY STRENGTH F'UC=15Mpa 3. MORTAR MIX 1: 1/2 : 5 (CEMENT:LIME: SAND) 4. ALL CORES TO BE CLEANED AND FREE OF ALL MORTAR FINS PRIOR TO GROUTING VIA CLEAN-OUT BLOCKS AT THE BASE OF THE WALL. 5. MINIMUM GROUT STRENGTH f'c=20MPa (300kg/m3 MIN. CEMENT) WITH A MAXIMUM AGGREGATE SIZE OF 10mm. COMPACT GROUT DOWN FULL DEPTH OF CORE WITH PLAIN ROD OR SIMILAR. 7. MINMUM COVER TO REINFORCING is 20mm FROM INSIDE FACE OF BLOCK. BARS TO BE ARRANGED AS SHOWN ON ASSOCIATED DETAILS. 8. WALLS TO BE WATERPROOFED WHERE INDICATED ON THE DRAWINGS. WATERPROOF MEMBRANES INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURES REQUIREMENTS. 9. UNLESS NOTED OTHERWISE ALL WALL VERTICAL STARTER BARS ARE TO BE CAST INTO THE SUPPORTING FOOTING OR FLOOR SLAB UNDER AS APPLICABLE 10. ALL MASONRY WALLS DURING CONSTRUCTION TO BE TEMPORARY BRACED OR OTHERWISE STABILISED AS NECESSARY TO RESIST WIND LOADS OR LATERAL FORCES, IN ACCORDANCE WITH LOCAL AUTHORITIES WORK PLACE HEALTH AND SAFETY GUIDE UNES. ABBREVIATIONS USED. WIND RATING = N3 (W41N) (Cont) CONTINUOUS SPANS NB PLEASE. NOTE CTRS CENTRES 0 ALN DRIED V&H VERTICAL & HORIZONTAL GL BELOW GROUND LEVEL Tas Owe IN UN.O. UNLESS NOTED OTHERWISE t piel THK THICK SMD STEEL 1/8 LOAD BEARING ; HOW HARDWOOD (GALV.) HOT DIPPED GALVANISED Sq SQUARE V.0.S VERIFY ON SITE S/S STANLESS STEEL (Grade:316) 1906 16 om POOL NOTES : — Pool to be constructed in accordance with AS 2783 and council safety requirements. — Concrete Strength Fc = 32MPa at 28 days (effective cement content to be not less than 280kg per m3) for pools within 1km of large expanses of salt water such as the sea (but pool not to be constructed in tidal splash zones of salt water). Where pools are constructed more than 1km from large expanses of salt water (such as the sea) the concrete strength may be reduced to 25MPa. — Admixtures to comply with AS1478 — Concrete slump 80mm. — Concrete to be sprayed in a continuous operation and cured for 7 days minimum. This involves keeping the walls and floor surface moist in an approved manner (ie. fog spray) Alternatively the surface can be sprayed with confilm or equally approved additive. — Rod concrete in walls to remove all air pockets (only vibrate in tight corners). — Do not use curing compounds which affect the bonding of applied coatings. — Reinforcement — All steel to be grade 250 S bars. Reinforcement — minimum cover 70mm +5/—Omm — Reinforcement laps 500mm for S bars. — All reinforcement bars to be continuous around all corners and curves and shall be lapped UN.O. Minimum stripping and/ or backfiling time is 14 days. — The final pool shape and layout should be approved by the engineer prior to commencement of works. = All fences and gates surrounding pool area shall be in accordance with AS1926. — The pool excavation shall in no way undermine any adjacent structures or services (Refer to critical line diagram provided). The pool contractor/builder is responsible for obtaining all relevant levels and positions of adjacent structures prior to commencing work. Revision | Description Date Issue: BRELIMINARY C) ste BEQERAKAKWONSTRUCTION NOTES Unit 1/11 Project Ave, Noosa Heads Ph (07) 5455 5604 -email:[email protected] webs gineers.com Title: Project The Cove, Noosa 28 Park Road, Noosa Heads Date: Aug 2019 | Drg No. 29136-fAD1.
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Page 2
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Page 3
DRAWING SIZE — AS
4 — N12 HORIZONTAL
sg BARS, CONTINUOUS,
= 500 EQUALLY SPACED IN EDGE
THICKENING.
WATER LINE. ae —
250 NIN. YC
x POOL WALL
2 $12 @ 125 HoRZ
3 FULL PERIMETER I"
Zz 4
3 POOL WALL
s $12 @ 250 VERT
2 INNER FACE ‘ Mi
N16-250 (A) & (0) ; FACE
N12-250 (8) & oer (A) & (0) ke
st2-250 (C) Rag
OFFSET (8) & (C) Oy
BY 125 Y
G, at
we
FALL, FALL a,
3 : = eran
== ss,
gn \ek
2 sap 3/L11TM BOTTOM
| _____ SO0MM X SOOMM PIT FILLED WITH
10MM TO 20MM CRUSHED ROCK
FINES) FILTER MATERIAL.
WRAP IN GEOTEXTILE MEMBRANE.
HYDROSTATIC PRESSURE RELIEF
VALVE TO CURRENT AUSTRALIAN
STANDARD. SEALED AND BONDED TO
POOL FLOOR IN ACCORDANCE WITH
THE MAUFACTURERS SPECIFICATION.
250
200,
N12 TIES 250 CTRS 300
COGGED ENDS lA
450
KET MPICAL SECTION
(A. PB-01_~ POOL BASE BEAM
NDS UP 400mm INTO
POOL WALL
SCREW PIERS AS NOTED ON
PLAN, DESIGN BY SPECIALIST
CONTRACTOR.
SCREW PIERS AS NOTED ON
PLAN, DESIGN BY SPECIALIST
(NO CONTRACTOR.
100mm THICK COMPACTED 10MM
TO 20MM CLEAN CRUSHED ROCK
FILTER MEDIA.
TYPICAL SECTION ~ POOL
250 MIN.
N12 @ 200. CENTRES,
PLACED CENTRE.
200 MIN.
{SKIMMER BOX IN
ACCORDANCE WITH
AS1926
LOCATE SKIMMER BOX
SO FLAP FACES
PREVAILING WIND.
500
t— N12 @ 200MM CENTRES
AROUND SKIMMER BOX.
PLACED CENTRE.
“ TO FILTER
~~
SECTION
SKIMMER BOX DETAILS
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 29136-N.
General Notes :
— Pool to be constructed in accordance with AS 2783 and
council safety requirements.
— Concrete Strength Fc = 32MPa at 28 days (effective
cement content to be not less thon 280kq per m3) for
pools within 1km of large expanses of salt water such os
the sea (but pool not to be constructed in tidal splash
zones of salt water). Where pools are constructed more than
tkm from large expanses of salt water (such as the seo)
the concrete strength may be reduced to 25MPa.
— Admixtures to comply with AS1478
= Concrete slump 80mm.
— Concrete to be sprayed in a continuous operation ond
cured for 7 days minimum. This involves keeping the walls
‘and floor surface moist in an approved manner (ie. fog
spray) Alternatively the surface can be sprayed with confim
‘or equally approved additive,
= Rod concrete in walls to remove all air pockets (only
vibrate in tight corners).
— Do not use curing compounds which affect the bonding of
‘pplied coatings.
— Reinforcement — Unless noted otherwise reinforcement to
be grade 250 S bars.
Reinforcement — minimum cover 70mm +5/—Omm
— Reinforcement laps 500mm for S bars.
— All reinforcement bars to be continuous around all corners
‘and curves and shall be lapped U
Minimum stripping and/ or backfiling time is 14 days.
— The final pool shape and layout should be approved by
the engineer prior to commencement of works.
— The reinforcement and associated metal components are
to be electrically bonded (isolated) by a registered Electrician
in accordance with current regulations & gu
— All fences ond gates surrounding pool area shall be in
accordance AS1926.
— The pool excavation shall in no way undermine any
adjacent structures or services (Refer to critical line diagram
provided). The pool contractor/builder is responsible for
obtaining all relevant levels and positions of adjacent
structures prior to commencing work.
Revision | Description Date
Issue: PRELIMINARY
C) ste
Title: POOL DETAILS
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
[email protected]
web:www.sog-engineers,com
Project The Cove, Noosa
28 Park Road, Noosa Heads
Date: Aug 2019 | Drg No. 29136-PD1.2
Page 4
DRAWING SIZE — AS
HATCHED AREA INDICATES
PROPOSED POOL REFER DRG PO1.1
FOR DETAILS
POOL DECK PLAN
LEGEND
XN
N
N
Pr
PAs) 88.9 x 4.8 CHS GALV STEEL POST SLEEVED
© OVER SCREW PIER POSTS, REFER SCREW FLOOR FRAMING SCHEDULE
PIER SCHEDULE FOR MINIMUM WORKING MARK SIZE /GRADE
LOAD. REFER DRG PD2.2 FOR DETAILS WI | 250 x 50 (FI7) HOW WOSTS @ 450 CRS
FBI | 310UB46 STEEL BEARER GALV
8 THK UPSTAND CLEAT, 2/MI6 BOLTS TO DECK ran | 300PEC STEEL BEARER GALV
(80) o(STS WHICH FALLS ON MID-SPAN OF STEEL
BEAMS, 80mm Min. END CLEARANCE ON ALL Wet | 125 x 75 (F17) HOWD WALL PLATE
TIMBER HOLES. REFER ORG PD2.2 FOR DETAILS DU DOUBLE JOIST, M12-600 STAGGERED
* INDICATES MEMBER WITHIN FLOOR DEPTH
\) tom GRADE 316 STAINLESS STELL. BEND
CLEAT, 2/M16 BOLTS EACH END, 80mm Min
ENO CLEARANCE ON ALL TIMBER HOLES. REFER
ORG PD2.2 FOR DETAILS should
ns top edges
ze 16 DIAM GALV DIAGONAL ROD BRACING SETS of deck iss deck bearers to og mine the ingress of
moisture.
WITH TURNBUCKLE ADJUSTERS, REFER DRG = (CONT.) Indicates Continuous over 2 spans or more. Spans to
PD2.2 FOR DETAILS. be ne more ‘or less than 20% greater than adjacent span for
continuity.
DASHED LINES INDICATES
LOCATION OF STORMWATER
TRENCH UNDER SUSPENDED SLAB.
(1/n16 X 400(L)
DOWEL.)
STEEL SCREW PIER
=
SCREW PIER DETAILS
ALL DJ TRIMMERS FIXED TO STEEL
BEAMS UNDER WITH 8 THK
UPSTAND CLEAT AND 2/M16
BOLTS
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 29136-N.
fann——t___?}—1_fm1:100 © A3
SCREW PIER SCHEDULE
— STEEL SCREW TO BE DESIGNED BY THE SPECIALIST
WANUFACTURER, ENGINEER TO REVIEW DESIGN PRIOR TO
INSTALLATION.
= PIERS ARE TO BE LOCATED WHERE SHOWN
IN PLAN
THE MANUFACTURER IS TO ADVISE ON THE MINIMUM
PIER SPACING.
IT IS RECOMMENDED THAT THE CONTRACTOR 10
INSTALL TEST PIERS TO CONFIRM DEPTH FOR CAPACITY,
PRIOR TO PRICING WORKS.
IMUM UNFACTORED WORKING LOADS FOR INDIVIDUAL
PIERS ARE AS FOLLOWS
(SP)-100KN
(SP—1) 150KN
(SP-2) 200KN
COMPLIANCE. CERTIFICATION FOR INSTALLATION TO BE
ISSUED TO ENGINEER.
ALL FRAMING ANCHORS BOLTS AND
ASSOCIATED CONNECTIONS FOR THE
TIMBER DECK 10 BE GRADE 316
STAINLESS STEEL
ALL STEEL BEAMS SUPPORT POSTS AND
ASSOCIATED CONNECTIONS TO BE HOT
DIPPED GALVANISED
Revision | Description Date
Issue: PRELIMINARY
GaN Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
[email protected]
Title: POOL DECKING PLAN
Project The Cove, Noosa
28 Park Road, Noosa Heads
Date: Aug 2019 | Drg No. 29136-PD2.1
Page 5
DRAWING SIZE — AS
80 MIN. END
CLEARANCE ON
HOLES
50 MIN. SIDE
CLEARANCE ON
POOL SHELL
FLOOR BEAM geNnD. i
AND BOLTS AS
SPECIFIED.
= (B) ~ TIMBER BEAM CLEAT
TYPICAL DETAIL
NOTCH JOISTS OVER
PLATES AND PROVIDE
FRAMING ANCHOR
100x50 HDWD PLATE,
Mi2-600 CTRS TO DJ, MIN
65 EDGE CLEARANCE ON
BOLT HOLES
JOIST TO DOUBLE JOISTS
TYPICAL DETAIL
12 THK PFC END
PLATES 2/M20-8.8
Y 300PFc (GALY.)
7
| Ni THK POST END
1
I | PLATE 2/M20-8.8
Py TO EACH PFC
¢ - \ PFC-PFC & POST CONNECTION
TYPICAL DETAIL
NOTCH JOISTS OVER WP1
ANCHOR
\ WP1, M12-600
CTRS TO POOL
SHELL
é - \ JOIST TO WALL PLATE
TYPICAL DETAIL
12 THK PFC END
PLATES 2/M20-8.8
'
¥
AND PROVIDE FRAMING
8 M.S. PURLIN CLEAT,
2/M12 BOLTS.
_oe_DECK Joist
tet
UB OR PFC
ROOF BEAM
= (BC) ~ TIMBER BEAM CLEAT
TYPICAL DETAIL
300PFC (GALV.)
qr Tr
| Il
mld
PFC-PFC & POST CONNECTION
TYPICAL DETAIL
12 THK PFC/UB END
T
12 THK POST END
PLATE 2/M20-8.8
TO EACH PFC
916 CROSS BRACES
WITH TURN-BUCKLES,
10mm TAGS
5.0 CF.W.
1/M20 BOLT FOR 916
PLATES mes
3o0prc (GaLv.) Y 310uB (GALV))
rT
I I
OR
Ny THK POST END
PLATE 2/M20-8.8
TO PFC 2/M20-8.8
TO UB
PFC-UB & POST CONNECTION
TYPICAL DETAIL
PI
DECK JOIST
DECK JOIST
75x50 HOWD 2/FRAMING
NAILING PLATE ANCHORS EACH
M12-900 MEMBER.
JOIST TO BEAM
we, TYPICAL DETAIL
75x50 HOW 2/FRAMING
NAILING PLATE ANCHORS EACH
M12-900 J MEMBER.
‘STEEL,
BEAM
END PLATE AND
BOLTS AS DETAILED
(1) STEEL
POST
(P1) POST TO SLEEVE
OVER SCREW PIER,
2/M16-8.8 BOLTS
i —— STEEL SCREW PIER, BY
SPECIALIST CONTRACTOR
~ STEEL POST CONNECTIONS
TYPICAL DETAIL
“| Date: Aug 2019
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 29136-N.
Revision
Issue:
Description Date
PRELIMINARY
C) sce
Title: FRAMING DETAILS
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
[email protected]
web:www.sog-engineers,com
Project The Cove, Noosa
28 Park Road, Noosa Heads
Drg No. 29136 -PD2|2 .
Page 6
NOTE, THE TITLE BOUNDARIES AS SHOWN HEREON WERE NOT MARKED AT THE TIME OF SURVEY AND HAVE BEEN DETERMINED BY PLAN DIMENSIONS ONLY AND NOT BY FIELD SURVEY. AS. SUCH BOUNDARY DIMENSIONS COULD BE OUT OF DATE. AND INCORRECT. IF BOUNDARY DIMENSIONS NEED TO BE VERIFIED, THE SERVICES OF A CONSULTING CADASTRAL SURVEYOR SHOULD BE ENGAGED. ALL MSIBLE SERVICES HAVE BEEN LOCATED, HOWEVER PRIOR TO ANY DENOLITION, EXCAVATION OR CONSTRUCTION ON THE SITE, THE RELEVANT AUTHORITY ‘SHOULD BE CONTACTED FOR POSSIBLE LOCATION OF FURTHER UNDERGROUND SERVICES AND DETAILED LOCATIONS OF ALL SERVICES. NOOSA COOLOOLA LAND SURVEYS PTY LTD ACCEPTS NO RESPONSIBILTY FOR DAMAGE TO SERVICES SHOWN OR NOT SHOWN ON THIS PLAN ATLE SEARCH HAS NOT BEEN CARRIED QUT TO CHECK FOR THE ENSTANCE| (OF EASEMENTS OR TO VERIFY IF THE PROPERTY DESCRIPTION SHOWN IS ‘CORRECT. ADJOINING DESCRIPTIONS HAVE NOT BEEN SHOWN. BUP5386 Noosa Cooloola Land Surveys Pty Ltd Consulting Land Surveyors ACN 613974486 yy P.O. Box 1684, Noosa Heads, QLD. 4567 Lau Greg Martoo 782360 0409 632830 NOTE LEVEL DATUM — PSM97280 RL13.341 AHD D CONTOUR INTERVAL — 0.25m Detail Survey of Part of Common Property on BUP104971 28 Park Road Noosa Heads PARISH COUNTY Locality Noosa Heads ORIGINAL SCALE 1: 200/41 DATE 04/09/2019 DRAWN PS DRAWING 19363Det
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