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7550E-C2_43 109 Shorehaven Dr_Construction Issue · OPW19/0185
Attached to the e-mail Operational Works Application OPW19/0185 - DA Form 1 - Form 15 - Plans - 105 Shorehaven Dr, Noosaville.
GENERAL DIMENSIONS/LEVELS CONSTRUCTABILITY CONSTRAINTS:
G1 STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE L1. CONSTRUCTION SHALL BE SET OUT USING SURVEY BENCHMARKS PROVIDED BY COUNCIL. CC1. CONSTRUCTABILITY CONSTRAINTS:
SPECIFICATION, ARCHITECTURAL, AND OTHER CONSULTANTS' DOCUMENTS.
L2. ALL LEVELS AND SETOUT POINTS ARE SHALL BE CONFIRMED ON SITE BY REGISTERED A) PROTECT ALL EXISTING INFRASTRUCTURE (EG CULVERT CROSSING, PAVEMENTS,
G2 REFER TO THE ARCHITECTURAL DRAWINGS FOR SETOUT. NO DIMENSIONS SHALL BE SURVEYOR PRIOR TO CONSTRUCTION. ADVISE ANY DISCREPANCY BEFORE PROCEEDING. FENCING & ELECTRICAL POLES/WIRES) FROM ANY DAMAGE.
OBTAINED BY SCALING FROM DRAWINGS.
L3. DIMENSION STANDARDS: B) ALLOW OF LIKELIHOOD OF FLOW WITHIN THE WATERWAY: EXISTING WATERWAY ARE
G3 UNLESS OTHERWISE NOTED (UNO), ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN - REDUCED LEVELS, CHAINAGES AND COORDINATES ARE ALL IN METRES. FLOODED MULTIPLE TIMES PER YEAR. PROTECT CONSTRUCTION EQUIPMENT AND
MILLIMETRES. - CIVIL DRAWINGS (SKC SERIES): ALL OTHER DIMENSIONS ARE IN METRES (m). WORKS.
- STRUCTURAL DRAWINGS (SKS SERIES): ALL OTHER DIMENSIONS ARE IN MILLIMETRES (mm).
G4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STABILITY OF THE CC2. NO WORK TO COMMENCE ON SITE UNTIL:
STRUCTURE UNTIL ITS COMPLETION AND SHALL ENSURE THAT NO PART OF THE STRUCTURE L4. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM. - OFFICIAL PRE-START MEETING HELD AND PRE-START MEETING MINUTES ISSUED
IS OVER-STRESSED BY EXCESSIVE LOADING. - CONTRACTOR'S MANAGEMENT PLANS SUBMITTED (SITE, TRAFFIC, ENVIRONMENT,
L5. DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS. SAFETY) FOR SUPERINTENDENT'S REVIEW.
G5 ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CURRENT VERSION
OF THE APPLICABLE STANDARD EXCEPT WHERE VARIED BY THE SPECIFICATION AND/OR L6. DESIGN USES DIGITAL TERRAIN MODEL GENERATED FROM THE SITE SURVEY. SOME DRIVEN PILES:
DRAWINGS. APPLICABLE CODES OF PRACTICE INCLUDE BUT ARE NOT LIMITED TO THE ELEMENTS ARE INTERPOLATED AND MAY VARY FROM THE ACTUAL SITE CONDITIONS
FOLLOWING: P1. PILES SHALL BE CONSTRUCTED IN ACCORDANCE WITH AS2159.
AS 1163 STRUCTURAL STEEL HOLLOW SECTIONS
AS 1170 SAA LOADING CODE DESIGN CRITERIA
P2. CONSTRUCTION CONSTRAINTS: AVOID LOADING EXISTING REVETMENT WALLS.
AS 1289 METHODS OF TESTING SOILS FOR ENGINEERING PURPOSES
AS 1554 WELDING OF STEEL STRUCTURES DC1 THE STRUCTURAL ELEMENTS HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS
P3. DESIGN LOADS: PILES TO ACHIEVE GEOTECHNICAL CAPACITIES (VERTICAL &
AS 1664 ALUMINIUM STRUCTURES IN ACCORDANCE WITH AS 1170.1: LIVE LOAD REDUCTIONS ARE NOT APPLICABLE.
HORIZONTAL) SHOWN ON THE DRAWINGS
AS 1684 RESIDENTIAL TIMBER-FRAMED CONSTRUCTION ELEMENT UDL CONCENTRATED
AS 1720 TIMBER STRUCTURES ROOF 0.25 kPa 1.1KN
P4. REQUIRED PILE POSITION TOLERANCES:
AS 2159 PILING CODE INTERNAL FLOORS 1.5kPa
AS 4100 STEEL STRUCTURES DECK 2.0kPa
PLAN POSITION: +/- 50mm AT UNDERSIDE OF EACH GROUND BEAM.
AS 5100 BRIDGE DESIGN THOROUGHFARES 4.0 kPa
PILE VERTICALITY:
BCA BUILDING CODE OF AUSTRALIA (NATIONAL CONSTRUCTION CODE) - WITHIN 4% FOR ALL PILES
DC2 WIND LOADS HAVE BEEN DETERMINED IN ACCORDANCE WITH AS 1170.2 BASED ON:
G6 ANY DISCREPANCY SHALL BE REFERRED TO THE SUPERINTENDENT FOR A DECISION BEFORE IMPORTANCE LEVEL 2
P5. PILE TOE LEVELS ON THE DRAWINGS ARE ESTIMATED LEVELS. ACTUAL TOE LEVELS
PROCEEDING WITH THE WORK. REGION N4
SHALL BE DETERMINED DURING CONSTRUCTION BY AN RPEQ-CERTIFIED
ULTIMATE WIND SPEED 61 m/s
GEOTECHNICAL ENGINEER.
G7 ALL PROPRIETARY PRODUCTS NOT DEEMED TO COMPLY WITH THE BCA SHALL HAVE SERVICEABILITY WIND SPEED 39.0 m/s
THIRD-PARTY CERTIFICATION WITH RELEVANT TESTING AND SIGN-OFF BY AN RPEQ ENGINEER. TERRAIN CATEGORY 2
P6. DO NOT FOUND PILES HIGHER THAN TOE LEVELS ON DRAWINGS, UNLESS APPROVED BY
PROPRIETARY PRODUCTS INCLUDES PREFABRICATED TRUSSES, LIGHT-GAUGE STEEL BOTH THE SUPERINTENDENT AND THE GEOTECHNICAL ENGINEER. THE
FRAMING, FLOORING PRODUCTS, RECYCLED TIMBER AND PLASTICS, BALUSTRADES, SCREENS, DC3 EARTHQUAKE LOADING HAS BEEN DETERMINED IN ACCORDANCE WITH AS 1170.4 BASED SUPERINTENDENT SHALL SEEK ADVICE FROM THE DESIGN ENGINEER AS REQUIRED.
File: C:\- Projects\00 - Black & More\7550 - Noosa Jetty Builders\7550E - 109 SHOREHAVEN DRIVE, NOOSAVILLE\ 7550E - Notes Sheet.dwg
SHADE FABRICS, JOINERY, PARTITIONS AND OPERABLE WALLS. ON:
ACCELERATION COEFFICIENT 0.06
G8 REFER TO ARCHITECTS DRAWINGS FOR DETAILS OF ALL GROOVES, FILLETS, HOBS, DRIP SITE FACTOR 1
GROOVES AND THE LIKE. IMPORTANCE LEVEL 1
STRUCTURE TYPE
G9 GIVE AT LEAST 24 HOURS NOTICE OF AN INSPECTION BEING REQUIRED FOR : DESIGN CATEGORY EDC1
- PILING
- JETTY FRAMING (TIMBER) DC4 FIRE RESISTANCE LEVELS OF STRUCTURAL ELEMENTS HAVE BEEN TAKEN AS FOLLOWS:
- BRACING AND TIE DOWN ELEMENT FRL (mins)
COLUMNS -/-/-
G10 ALL FABRICATION SHOP DRAWINGS SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW AND BEAMS -/-/-
COMMENT IN A3 HARDCOPY OR PDF FORMAT. WALLS -/-/-
G11 ABBREVIATIONS (GENERAL): DC5 DETERMINATION OF DESIGN LOADING FOR NON-STRUCTURAL ELEMENTS SUCH AS
NTS NOT TO SCALE CEILING AND CLADDING SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
UNO UNLESS NOTED OTHERWISE
NSOE NOT SHOWN ON ELEVATION DC6 FLOOD LOADING HAS BEEN DETERMINED IN ACCORDANCE WITH AS 5100 WITH NOMINAL
NSOP NOT SHOWN ON PLAN FLOOD VELOCITY TO BE CONFIRMED BY HYDRAULIC REQUIREMENTS AS FOLLOWS:
TYP TYPICAL -V100 = 1m/s.
(O) OVER
(U) UNDER TEMPORARY WORKS:
CRS CENTRES
NOM NOMINAL
T1. MAINTAIN THE WORKS IN A SAFE CONDITION. ENSURE STRUCTURES ARE NOT
CFW CONTINUOUS FILLET WELD
OVER-STRESSED AT ANY TIME. TEMPORARY ROAD SURFACES SHALL BE TRAFFICABLE
AT ALL TIMES. POTHOLES ETC SHALL BE MONITORED AND REPAIRED.
T2. CONTRACTOR'S RPEQ TO CERTIFY DESIGN AND CONSTRUCTION FOR TEMPORARY
WORKS: STRUTS, PROPPING, FORMWORK STRIPPING AND PROPPING PROCEDURES, TIE
BACKS, EXCAVATION SHORING, PROTECTION WORKS, DE-WATERING SYSTEMS,
FORMWORK, EARLY LOADING OF STRUCTURES AND THE LIKE.
CONSTRUCTION ISSUE
Printed: 30 July 2019, 5:46 PM
NOOSA JETTY BUILDERS © Black & More Client Project Drawing Title
JoB No: 1191 This document is and shall remain
Black & More
ABN 19 609 960 232
NOOSA JETTY BUILDERS PROPOSED NEW JETTY
Address: the property of Black & More. Address
109 SHOREHAVEN DRIVE, NOOSAVILLE GENERAL NOTES - SHEET 1 OF 2
Revisions
This document may only be used 7 / 28 Sunshine Beach Road,
109 SHOREHAVEN DRIVE, NOOSAVILLE Noosa Heads QLD. 4567
for the purposes for which it was
LOT 679 ON RP 897352 commissioned and in accordance PO Box 611, Noosa Heads QLD. 4567 Drawn Drawing Approved Date 31/07/19
Client: with the Terms of Engagement for
Telephone (07) 5447 4444
ST Check FM
ANDREW HAY the commission. Unauthorised use Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE FM FM 31/07/19 RPEQ 19951
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
FM
Design
Check DS Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7550E- S002 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
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