MCU15/0036 - Approved Plans

 

 

AREA OF WORKS

 

LIFEGUARD SERVICE STORAGE SHED = | | wcuisiosss

NOOSA SPIT

SERVICE LOCATIONS

It is the responsibility of the Foreman to
contact the relevant service authorities
to ascertain the exact location of
services prior to construction.

 

 

 

 

 

DIAL

BEFORE YOU DIG
9 A @

north

 

LIE

 

 

 

TELECOMMUNICATIONS
SERVICE PROVIDERS

*SSus| Telstra

NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
PROVIDERS PLANS, LOCATIONS ARE TO BE CONFIRMED
PRIOR TO START OF CONSTRUCTION. PHONE DBYD
SERVICE LOCATIONS ON 1100 FOR DETAILS,

 

 

 

 

 

 

 

 

Personal Protective
Equipment

 

DRAWING INDEX os

HEAD

 

DRAWING NO.

HANDS:

DESCRIPTION

 

 

FEET

 

 

 

 

 

 

 

 

 

 

 

 

14712 - S01 GENERAL NOTES AND DRAWING INDEX
14713 - S02 GENERAL NOTES
14712 - S03 FOOTING PLAN ENERGY SERVICE PROVIDERS
14712 - S04 FLOOR PLAN (C—O) CD wee
WV) energex

14712 - S05 ROOF PLAN origin

NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
14712 - S06 ELEVATIONS PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED

 

 

PRIOR TO START OF CONSTRUCTION. PHONE DBYD

 

 

 

SERVICE LOCATIONS ON 1100 FOR DETAILS,

 

 

Manual of Uniform Traffic Control Devices

CHO OHS

NOTE: ALL SIGNS & LINE MARKING TO BE IN
ACCORDANCE WITH THE MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES.

 

 

 

4 JUNE 2015

 

APPROVED PLANS

NOOSA COUNCIL

 

 

GENERAL NOTES

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

- THE DRAWINGS AND THE SPECIFICATION.

2. ALL DISCREPANCIES SHALL BE REFERRED TO THE ARCHITECT/STRUCTURAL ENGINEER FOR

CLARIFICATION BEFORE PROCEEDING. NOTIFY THE ARCHITECT/ STRUCTURAL ENGINEER IN

WRITING OF ALL VARIATIONS ARISING FROM THE CLARIFICATION OF THE DISCREPANCY.

THE BUILDER IS TO OBTAIN CONFIRMATION OF REVISIONS/INSTRUCTIONS THAT MAY CAUSE A

VARIATION TO THE CONTRACT WORK. ANY COST ARISING FROM A VARIATION MUST BE

SUBMITTED BY THE BUILDER IN WRITING, TO THE ARCHITECT/ STRUCTURAL ENGINEER FOR

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

SPECIFICATION, AND CURRENT RELEVANT AUSTRALIAN STANDARDS, THE BUILDING CODE OF

AUSTRALIA, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL

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

11. DESIGN CRITERIA - WIND (AS1170.2)

SITE WIND SPEED (Vsit) = 54.9m/s [ULTIMATE WIND SPEED]

TERRAIN CATEGORY - 2

TERRAIN HEIGHT MULTIPLIER (Mz,cat) - 4

TOPOGRAPHIC MULTIPLIER (Mt)- 4

SHIELDING MULTIPLIER (Ms) - 1

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 ASINZS 1170.2.

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

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

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

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

THE WORKS. ALL TEMPORARY WORKS SHALL BE DESIGNED STRICTLY IN ACCORDANCE WITH THE

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

LOADINGS AS SET OUT IN THE CODES.

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

WORKS ARE INSPECTED AND APPROVED BY THE STRUCTURAL ENGINEER DURING

CONSTRUCTION.

14. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED FOR ALL ENGINEERING INSPECTIONS

U.N.O.

15. INFORMATION REGARDING STORMWATER INFILTRATION PITS IS TO BE PROVIDED TO THE

ENGINEER FOR THEIR REVIEW AND NECESSARY INCORPORATION INTO THE DESIGN OF BUILDING

FOUNDATIONS. NOTE THAT A GEOTECHNICAL ENGINEER MAY BE REQUIRED TO BE ENGAGED FOR

ASSESSMENT AT ADDITIONAL COST TO THE CLIENT.

16. FOR DETAILS OF ALL STORMWATER DRAINAGE AND PITS, REFER TO HYDRAULIC CONSULTANT

DRAWINGS.

17. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION AND DEPTHS OF ALL

EXISTING PIPES AND SERVICES BEFORE COMMENCEMENT OF WORK ON SITE.

18. THE FOUNDATION MATERIAL MUST BE CAPABLE OF WITHSTANDING A BEARING PRESSURE OF

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

AT ANY POINT AS A RESULT OF HIS ACTIONS.

20. THE CONTRACTOR IS TO PROVIDE A FULL SET OF AS-CONSTRUCTED DRAWINGS OF THE

PROJECT, INCLUDING ALL PILE, FOOTING, BUILDING STRUCTURE AND SERVICE LOCATIONS,

DEPTHS, LEVELS, DIMENSIONS AND SIZES.

21. THE CONTRACTOR IS TO PRESENT UP THE JOB FOR ON-MAINTENANCE AND OFF-MAINTENANCE

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

UNDERGROUND SERVICES OPENED FOR INSPECTION.

2

On

 

 

COPYRIGHT ©
This drawing is subject to

 

 

copyright in © with the
agreement between Tod
Consulting pty Itd (tc) and tc's
client. This drawing shall only be

 

 

 

 

 

Client Drawn Verified
NOOSA SHIRE COUNCIL i OD an er Sea
SP SP

 

 

 

 

 

 

 

 

 

 

 

Used for this spec projec 0 10 20 30 40 50 60 consulting engineers Nept oa aN
iis drawing shall not be usec Noosa: 07 5449 9600

forconstueston unl marked as tt a dl! Senne 3 Box 51 Noosa, CLD seo Signed Date

‘issued for construction’ in the A DEC | ISSUED FOR APPROVAL NV. [email protected] —_www.todconsulting.com

revision description Rev| Date [Revision Description Drawn MEASUREMENT BAR - INCREMENTS IN mm ‘ABN 20 128 205 396

 

 

 

 

 

Project Drawing Title Scale [Sheet Size|
LIFEGUARD SERVICE STORAGE SHED- _|GENERAL NOTES AND AS SHOWN| A3
NOOSA SPIT DRAWING INDEX Drawing Number

ROP 14712-S1

LOCAL AUTHORITY NOOSA COUNCIL

MCU APPROVAL HORIZ DATUM Sheet Revision|
Spine, erro of 6 A