Annexure A - Development plans

 

GENERAL NOTES
1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH: NOOSA COUNCIL

LIFEGUARD SERVICE STORAGE SHED -
NOOSA SPIT

CLARIFICATION BEFORE PROCEEDING. NOTIFY THE ARCHITECT/ STRUCTURAL ENGINEER IN
SERVICE LOCATIONS WRITING OF ALL VARIATIONS ARISING FROM THE CLARIFICATION OF THE DISCREPANCY.
THE BUILDER IS TO OBTAIN CONFIRMATION OF REVISIONS/INSTRUCTIONS THAT MAY CAUSE A

 

AREA OF WORKS

2

It is the responsibility of the Foreman to

contact the relevant service authorities VARIATION TO THE CONTRACT WORK. ANY COST ARISING FROM A VARIATION MUST BE
to ascertain the exact location of SUBMITTED BY THE BUILDER IN WRITING, TO THE ARCHITECT/ STRUCTURAL ENGINEER FOR
services prior to construction. APPROVAL, BEFORE PROCEEDING WITH THE WORKS.

 

 

 

4. DO NOT SCALE DRAWINGS.
5. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS.
6. THE BUILDER SHALL CHECK DIMENSIONS ON SITE BEFORE WORK COMMENCES.
THE CONTRACTOR IS TO CONTACT ENERGEX, TELSTRA, COUNCIL AND OTHER SERVICE
AUTHORITIES AND LOCATE EXISTING UNDERGROUND SERVICES PRIOR TO CONSTRUCTION.
ALL DIMENSIONS ARE IN MILLIMETRES OR METRES UNLESS NOTED OTHERWISE (U.N.O.)
ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE DRAWINGS, THE
BEFORE YOU DIG SPECIFICATION, AND CURRENT RELEVANT AUSTRALIAN STANDARDS, THE BUILDING CODE OF
AUSTRALIA, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL
e AUTHORITY AND THE ENGINEER.
9. PRODUCT TRADE NAMES HAVE BEEN USED TO ESTABLISH A QUALITY REQUIREMENT. NO.
SUBSTITUTIONS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER.
10. THE STRUCTURAL WORKS HAVE BEEN DESIGNED TO CARRY THE FOLLOWING LIVE LOADS
(AS1170.1)- <%% DESIGNER TO DELETE IRRELEVANT LOADS:-
ROOF 0.25 kPa
LIGHT VEHICLE CARPARKS 2.5 kPa (13KN CONCENTRATED)
MEDIUM VEHICLE CARPARKS —_5.0 kPa (31KN CONCENTRATED
TELECOMMUNICATIONS 11. DESIGN CRITERIA - WIND (AS1170.2)
SERVICE PROVIDERS SITE WIND SPEED (Vsit) = 54.9m/s [ULTIMATE WIND SPEED]

Toe?) eee TERRAIN CATEGORY - 2
3Gsus| felstra EEEEED TERRAIN HEIGHT MULTIPLIER (Mz,cat) - 1

NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM TOPOGRAPHIC MULTIPLIER (Mt)- 1
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED SHIELDING MULTIPLIER (Ms) - 1
SERVICE LOCATIONS ON 1108 FORLETALS, STRUCTURAL IMPORTANCE LEVEL (BCA TB1.2a) - 2

NON-CYCLONIC AREAS - INTERNAL PRESSURE COEFFICIENT BASED ON EFFECTIVELY SEALED

BUILDING AND ALL WINDOWS, DOORS, ROLLER DOORS ETC ARE DESIGNED AND CERTIFIED BY

SUPPLIER FOR THE ABOVE WIND CRITERIA IN ACCORDANCE WITH AS/NZS 1170.2.

12. THE BUILDER SHALL MAINTAIN THE WORKS IN A SAFE, STABLE CONDITION AND ENSURE THAT

Equipment NO PART IS OVER-STRESSED DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR

Equipment THE DESIGN CERTIFICATION AND APPROVALS OF ALL STRUTTINGS, PROPPING, TIE BACKS,

HEAD EXCAVATION SHARING, PROTECTION WORKS, DE-WATERING, ETC. NECESSARY TO CARRY OUT

D RAWI N G | N D EX EES THE WORKS. ALL TEMPORARY WORKS SHALL BE DESIGNED STRICTLY IN ACCORDANCE WITH THE

oor RELEVANT STANDARDS AND LOCAL BY-LAWS TO WITHSTAND ALL EXPECTED AND SPECIFIED

HANDS LOADINGS AS SET OUT IN THE CODES.

DRAWING NO DESCRIPTION 13. THE STRUCTURAL ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE WORKS UNLESS THE

aa WORKS ARE INSPECTED AND APPROVED BY THE STRUCTURAL ENGINEER DURING

CONSTRUCTION.
14712 - S01 GENERAL NOTES AND DRAWING INDEX 14. AMINIMUM OF 24 HOURS NOTICE IS REQUIRED FOR ALL ENGINEERING INSPECTIONS.

_ U.N.O.
14713 - S02 GENERAL NOTES 15. INFORMATION REGARDING STORMWATER INFILTRATION PITS IS TO BE PROVIDED TO THE

ENGINEER FOR THEIR REVIEW AND NECESSARY INCORPORATION INTO THE DESIGN OF BUILDING
14712 - $03 FOOTING PLAN ENERGY SERVICE PROVIDERS FOUNDATIONS. NOTE THAT A GEOTECHNICAL ENGINEER MAY BE REQUIRED TO BE ENGAGED FOR
14712 - S04 FLOOR PLAN N

DRAWINGS.

14712 - S05 ROOF PLAN NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM 17. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION AND DEPTHS OF ALL
14712 - S06 ELEVATIONS PROVIDERS PLANS, LOCATIONS ARE TO BE CONFIRMED EXISTING PIPES AND SERVICES BEFORE COMMENCEMENT OF WORK ON SITE.
PRIOR TO START OF CONSTRUCTION. PHONE DBYD 18. THE FOUNDATION MATERIAL MUST BE CAPABLE OF WITHSTANDING A BEARING PRESSURE OF
SERVICE LOCATIONS ON 1400 FOR DETAILS. NOT LESS THAN 100kPa. THE FOUNDATION MATERIAL IS TO BE CHECKED BY A REGISTERED
GEOTECHNICAL ENGINEER OR APPROVED EQUIVALENT (THE ARCHITECT OR ENGINEER) BEFORE
THE POURING OF THE FOUNDATIONS IS COMMENCED.
19. THE CONTRACTOR IS TO ORGANISE HIS WORKS SO THAT EROSION, DEPOSITION OF SILT, AND
STORMWATER RUNOFF FROM THE JOB SITE DOES NOT EXCEED THE PRE-CONSTRUCTION RATES

Manual of Uniform Traffi ntrol Devi AT ANY POINT AS A RESULT OF HIS ACTIONS.
anual of Unifo affic Control Devices 20. THE CONTRACTOR IS TO PROVIDE A FULL SET OF AS-CONSTRUCTED DRAWINGS OF THE

& CE] © [fa] & (3 ] & PROJECT, INCLUDING ALL PILE, FOOTING, BUILDING STRUCTURE AND SERVICE LOCATIONS,
DEPTHS, LEVELS, DIMENSIONS AND SIZES.
NOTE: ALL SIGNS & LINE MARKING TO BE IN 21. THE CONTRACTOR IS TO PRESENT UP THE JOB FOR ON-MAINTENANCE AND OFF-MAINTENANCE
ACCORDANCE WITH THE MANUAL OF INSPECTIONS WHEN DIRECTED BY THE ENGINEER WITH ALL PIPES, ROADS AND ALLOTMENTS

FREE OF RUBBISH OR SILT AND WITH FOOTPATHS AND PARK AREA SLASHED OR MOWN, AND
UNIFORM TRAFFIC CONTROL DEVICES. UNDERGROUND SERVICES OPENED FOR INSPECTION.

 

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Personal Protective

 

 

 

 

 

 

 

 

 

 

 

ASSESSMENT AT ADDITIONAL COST TO THE CLIENT.
energex 16. FOR DETAILS OF ALL STORMWATER DRAINAGE AND PITS, REFER TO HYDRAULIC CONSULTANT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

fost py) a SP SP NOOSA SPIT DRAWING INDEX Drawing Number

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Used fortis spect projec. 0 10 20 30 40 50 60 consulting engineers Approved RPEQNo ROP 14712-S1

 

 

 

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revision description Rev] Date [Revision Description Drawn MEASUREMENT BAR - INCREMENTS IN mm ASN 39128 808 336 OPW APPROVAL RL