Attachment 1 - Amended Plans

 

 

DRAWING SIZE - A2

JETTY AND BOUNDARY RETAINING
WALL DEVELOPMENT

LOT 83 & 82 ON N2Z184/,

35 & 37 MOSSMAN COURT,

NOOSA HEADS

GENERAL ;

4, D0 NOT SCALE FROM THIS DRAWING.

2. ALL DIMENSIONS IN MILLIMETERS

3. SETTING OUT DIMENSIONS ARE 10 BE OBTAINED FRON THE ARCHITECTURAL ORAWNGS,

4. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND THE ARCHITECTURAL DRAWINGS ARE
TO BE REFERRED TO THE ENGINEER IMNEDIATELY.

5, THE GUILDER !$ 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 OIAGRAM,

CONCRETE. :

4. ALL WORKMANSHIP ANO MATERIALS SHALL COMPLY WITH AS3G00 ~ CONCRETE STRUCTURES
2, ADDITIVES INCLUDING FLY ASH CAN ONLY BE ADDED 10 THE CONCRETE UPON THE
APPROVAL OF THE ENGINEER.

4. ALL CONCRETE SHALL BE NORWAL CLASS CONCRETE UNLESS NOTED OTHERWISE, CONCRETE.
GRADES, MAXIMUM SLUMPS AND MAXIMUM AGGREGATE SIZE ARE AS FOLLOWS;

FOOTINGS ~ 40NPo, MAX SLUMP 100mm & 20mm NAX, AGG. SIZE,

BLOCKWORK GROUT ~ N32, MAX. SLUNP, 100mm & 10mm MAX. AGG. SIZE.

4, ALL CONCRETE MEMBERS GREATER THAN 100mm IN THICKNESS NUST BE MECHANICALLY
MWIBRATED,

5. iN NO INSTANCE SHALL THE CONCRETE BE WETTED UP PRIOR TO OR OURING PLACEMENT,
6, SLAB CONCRETE SHALL GE CURED FOR A MINIMUM OF SEVEN (7) DAYS GY AN APPROVED
METHOD, DETAILS AVAILABLE UPON REQUEST.

7. FORMWORK 10 BE IN ACCORDANCE WITH AS3610, DESIGN AND CERTIFICATION IS BY OTHERS
AND NUST BE INSPECTED AND APPROVED BY THE FORMWORK DESIGNER PRIOR 10 THE
PLACENENT OF ANY CONCRETE,

8. FORMWORK STRIPPING AND BACK~PROPPING OF SUSPENDED FLOOR SLAHS 10 THE
APPROVAL OF THE ENGINEER,

REINFORCEMENT :
4, THE FOLLOWNG MARKS ARE USED TO IDENTIFY THE VARIOUS REINFORCING STEELS USED,
GOVERNING STANDARO FOR USE ALSO USTED;
TM ~ TRENCH MESH, min 450KPa (AS1304)
F — MESH/FABRIC, HIN, 450MPa (AS1304)
N ~ DEFORMED BAR, WIN, SOOKPa (AS1302)
R — PLAIN BAR, MIN 2504Po (AS1302)
W = HARO DRAWN WARE, MIN 4S0MPa (AS!303)
2. ALL RENFORCEMENT SHALL BE CHAIRED, TIED AND RESTRNNED IN THE CORRECT LOCATION
TO ENSURE NO HOVEWENT DURING CONCRETE PLACEMENT. SLAB NESH CHARS AT 800mm
CTRS, MAX. IN BOTH DIRECTIONS.
3. NIRMUN COVER TO REINFORCERENT IS AS FOLLOWS:
FOOTINGS & PIERS ~ 70mm ALL FACES
SLABS ON GROUND ~ 30mm TOP {(WTERNAL SURFACES)
= Simm BOTTOM (OVER POLY, DPM)
~ 40mm (EXPOSED SURFACES).
SUSPENDED SLABS ~ 30mm (INTERNAL SURFACES).
= 40mm (EXPOSED SURFACES).
BEAMS & COLUMHS- 40mm (EXPOSED SURFACES),
= 30mm (INTERNAL SURFACES).
4, MINIUN LAP LENGTHS ARE 225mm (ONE PANEL PLUS 26mm) FOR SLAB MESH, 500mm
FOR TRENCH WESH ANO 40 TMES THE BAR OIAMETER OR SO0mm WHICHEVER GREATER FOR
REINFORCING BARS.
5, AUL EXPOSED STARTER BAR ENDS TO BE FITIED WTH PROTECTIVE END CAPS UNTIL
ENCASED IN CONCRETE

1, ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH ASI720 AND AS1684,
2 ALL TIMBER FRAMING AND MININUN SIZES UNLESS INDICATED ON THESE DRAWINGS SHALL
GE IN ACCORDANCE WTH N3 TIMBER FRAWING MANUAL,

3. ALL TIMBER UNLESS NOTEO OTHERWSE 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 BOmm NIH, END CLEARANCE AND BE FITTED WITH
GALVANIZED WILD STEEL, WASHERS.

6, TEMPORARY BRACING AND SUPPORT IS TO BE PROMDED THROUGHOUT THE CONSTRUCTION
PERIOD UNTIL SUCH STAGE THAT ALL MEMBERS ARE INSTALLED AND CONNECTED 1H
ACCORDANCE WITH DETAILS PROMDED,

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 FRON SUB-TERRANEAN TERMITES,

8. FLOOR JOISTS EXCEEDING 150mm IN DEPTH SHALL HAVE SOUD GLOCKING ALONG THE UNE
OF ALL SUPPORTS AND AT MIO SPAN FOR ALL SPANS EXCEEDING 3.0m ANO AT 1/3 POINTS
FOR SPANS EXCEEDING 4.2m.

9, ALL FRAMING ANCHORS, FIXING PLATES, HAILING PLATES, JOIST HANGERS TO GE STAINLESS
‘STEEL WHERE CONSTRUCTION WTHIN 2.0 km RADIUS OF OPEN COASTAL AREAS.

10, GANG-HAILED SPLICE PLATES NOT PERMITTED FOR EXTERIOR TIMBER BEANS,

FEE

STEELWORK +

1, ALL WORKMANSHIP SHALL BE IN ACCORDANCE WTH AS4IO0 WITH ALL MENBERS AND
SECTIONS BEING NEW ANO FREE OF RUST AND OAMAGE. ANY VARIATION TO THS NUST BE
CONFRWED IN WRITING BY THE ENGINEER PRIOR TO ANY WORK COMMENCING,

2 ALL STEELWORK UNLESS NOTED OTHERMSE SHALL CLEANED OF RUST AND iLL SCALE AND
COATED WTH ONE COAT OF ROZP,

3. EXPOSED STEELWORK INCLUOING BOLTS SHOULO BE STANLESS STEEL IN ACCORDANCE TH
ASHEBO AS APPLICABLE.

4, ALL BOLTS SHALL BE IN ACCORDANCE WITH ASTTI1, UNLESS NOTED OTHERMSE ALL BOLTS
SHALL BE GRADE 4.65 (S~SNUG TIGHT) GALVANIZED, TENPORARY BRACING AN SUPPORT
SHALL BE PROWDED UNTIL ALL BOLTS ARE (NSTALLED AND TENSIONED,

5, ALL SHS, RHS AND CHS SECTIONS 10 BE OF MINIMUM STRENGTH GRADE C350 IN
ACCORDANCE WITH ASITE3, ALL UBAIC/PFC/EA/UEA SECTION TO BE GRADE 3OOPLUS IN
ACCORDANCE WTH AS3679

REINFORCED BLOCKWORK +

1. ALL MATERIALS AND WORKMANSHIP 10 QE IN ACCORDANCE WTH AS3700 1998,

2. MINIMUM HASOHRY STRENGTH F'UC=15Mpa

3. MORTAR WIK 1: 1/2 2 8 (CEMENT:UNE:SAHO)

4. ALL CORES TO BE OLEANED AND FREE OF ALL MORTAR FINS PRIOR TO GROUTING WA
CLEAN-DUT BLOCKS AT THE BASE OF THE WALL,

5. MINIMUM GROUT STRENGTH fo=32hPa (20Ckg/m3 NIN, CEMENT) WATH A MAXIMUM
AGGREGATE SIZE OF 10mm. COMPACT GROUT DOWN FULL DEPTH OF CORE WTH PLAIN ROD OR
‘SIMILAR,

7. MINMUH COVER TO REINFORCING is 40mm FROM INSIDE FACE OF BLOCK. BARS TO BE
ARRANGED AS SHOWH ON ASSOCIATED DETAILS.

8. WALLS TO BE WATERPROOFED WHERE INDICATED ON THE DRAWNGS, WATERPROOF
MENBRANES INSTALLED IN STRICT ACCORDANCE WITH THE HANUFACTURES RECUREMENTS,

9, UNLESS HOTED OTHERWSE ALL WALL VERTICAL STARTER BARS ARE TO BE CAST INTO THE
SUPPORTING FOOTING OR FLOOR SLAB UNDER AS APPUCABLE

10, ALL WASONRY WALLS DURING CONSTRUCTION TO BE TEMPORARY BRACED OR OTHERWISE
STABIUSED AS NECESSARY TO RESIST WHD LOADS OR LATERAL FORCES, IN ACCORDANCE WITH
LOCAL AUTHORITIES WORK PLACE HEALTH AND SAFETY GUIDE UNES.

 

Revision | Description Date

 

 

 

‘sue: FOR APPROVAL

 

 

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 8455 5604
omma-adren seq erg ers.com
web vanv seg-engineers.com

 

 

 

Checked:
RPEQ 5835
S Richardson

Tite: Construction Notes

 

 

 

Project Lot 83 Mossman Court
Noosa Heads

 

 

Date: June 2020 | Org No. 30153-N