Annexure A - Development plans

 

22. NO WORK IS TO COMMENCE ON THE SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN
RECEIVED IN WRITING AND AN OFFICIAL PRE-START MEETING WITH A REPRESENTATIVE OF SLSQ
AND THE ENGINEER HAVE BEEN HELD. THE CONTRACTOR IS TO OBTAIN A COPY OF THE MINUTES
OF THE PRE-START MEETING AND SHALL COMPLY WITH ALL REQUIREMENTS THEREOF.

STEELWORK

1. ALL STEELWORK UNLESS OTHERWISE NOTED, SPECIFIED OR APPROVED, SHALL BE HOT
DIPPED GALVANISED INCLUDING NUTS, BOLTS AND WASHERS TO AS 4680 AND PAINTED WITH TWO
COATS OF ZINC RICH EPOXY.

2. ALL EXTERNAL BOLTS, NUTS, WASHERS SHALL BE STAINLESS STEEL GRADE 316,
PROTECTED FROM CONNECTION TO OTHER STEELWORK WITH NEOPRENE WASHERS.

3. ALL INTERNAL BOLTS SHALL BE HOT DIPPED GALVANISED, PRIMED, AND COATED WITH ONE
COAT OF EPOXY ONCE INSTALLED.

4. ALL SITE WELDS ARE TO BE WIRE BRUSHED AND TO HAVE ZINC STICK APPLIED AND EPOXY
PAINTED

5. ALL STEELWORK IS TO BE EXECUTED IN ACCORDANCE WITH THE CURRENT EDITION OF:
AS 4100 - SAA STEEL STRUCTURES

AS 1554 - SAA STRUCTURAL STEEL WELDING

AS 1627 - METAL FINISHING - PREPARATION AND PRETREATMENT OF SURFACES.

6. TWO COPIES OF SHOP DETAIL DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER AND
ARCHITECT AND APPROVAL OF SAME OBTAINED PRIOR TO COMMENCING FABRICATION

7. UNLESS OTHERWISE NOTED THE SIZE OF THE FILLET WELDS SHALL BE 6 MM.

8. STEELWORK ENCASED IN CONCRETE SHALL NOT BE PAINTED AND SHALL BE WRAPPED
WITH 10 GAUGE (3.25 mm) BLACK WIRE AT 100 mm PITCH, 50 mm COVER.

9. THE STEEL FABRICATOR SHALL PROVIDE ALL BOLTS NECESSARY FOR THE ERECTION OF
THE STEELWORK AND BOLT HOLES AND CLEATS NECESSARY FOR THE ERECTION OF TIMBER
WORK AS SHOWN, NOTED OR IMPLIED ON THESE DRAWINGS OR THE ARCHITECT'S DRAWINGS
AND SPECIFICATION.

10. HIGH STRENGTH STRUCTURAL BOLTS SHALL BE GRADE 8.8 SHALL BE USED UNLESS NOTED
OTHERWISE. COMMERCIAL BOLTS SHALL BE GRADE 4.6.

11. ALL SHS AND CHS TO BE 350 MPa GRADE STEEL

12. THE ROOF STRUCTURE HAS BEEN DESIGNED FOR NORMAL ROOF LOADS ONLY AND DOES NOT
ALLOW FOR ANY EXTRANEOUS LOADS SUCH AS HOISTS, MONORAILS, ETC. EXCEPT WHERE
SHOWN ON DRAWINGS.

13. WHEN SHOP SPLICES ARE NECESSARY IN BEAMS OR TRUSSES THE POSITION OF THE SPLICES
SHALL BE APPROVED BY THE ENGINEER. SHOP SPLICES SHALL BE COMPLETE PENETRATION
BUTT WELDS.

14. THERE SHALL BE NO WELDING OR TACK WELDING OF 8.8/S GRADE NUTS AND BOLTS.

15. CONTRACTOR IS TO MAINTAIN ACCURATE RECORDS TO FULLY COMPLY WITH THE “AS
CONSTRUCTED' INFORMATION REQUIREMENTS.

16. WHEN STEEL COLUMNS AND POSTS ARE IN CONTACT WITH CONCRETE SLABS OR FOOTINGS,
PAINT CONTACT SURFACES WITH HIGH BUILD EPOXY PAINT AND EXTEND COVERAGE 100mm UP
SECTION.

REINFORCED CONCRETE

1. THE CHARACTERISTIC COMPRESSIVE STRENGTH OF THE CONCRETE (F'C) MUST NOT BE
LESS THAN

-FOOTINGS - 30 MPA AT 28 DAYS

CONCRETE SHALL BE READY MIXED. CONCRETE SHALL CONTAIN PORTLAND FLYASH BLENDED
CEMENT FOR INCREASED DURABILITY. THE PROPORTION OF FLYASH SHALL BE 25% BY WEIGHT,
OF THE TOTAL COMBINED WEIGHT OF FLYASH AND PORTLAND CEMENT.

2. EXPOSURE CLASSIFICATION FOR CONCRETE SLABS ON GROUND - B1

3. ALL CONCRETE WORK IS TO BE EXECUTED IN ACCORDANCE WITH THE CURRENT EDITION
OF -

-AS 3600 - SAA CONCRETE STRUCTURES

- AS 1379 - READY-MIXED CONCRETE

4. THE TEST RESULTS ARE TO CONFORM WITH THE ACCEPTABILITY REQUIREMENTS OF THE
CURRENT EDITION OF AS 3600 (PROJECT ASSESSMENT REQUIRED).

5. THE MAXIMUM SIZE OF AGGREGATE SHALL BE 20MM.

6. THE CONCRETE SHALL SLUMP TEST AT 100MM UNLESS NOTED OTHERWISE

7. ALL CONCRETE TO BE MECHANICALLY VIBRATED.

TIMBER

1. ALL EXTERNAL TIMBER IS TO BE TREATED TO H4 STANDARD.

2. ALL INTERNAL TIMBER IS TO BE TREATED TO H2 STANDARD.

3. TIMBER SHALL BE SUPPLIED TREATED AS FOLLOWS:

- FLOOR FRAMING - LOSP TREATED, TO H3

- WALL FRAMING - LOSP TREATED, TO H2

- ROOF FRAMING - LOSP TREATED, TO H2

4. ALL EXTERNAL BOLTS, NUTS, WASHERS, SCREWS AND NAILS ARE TO BE GRADE 316
STAINLESS STEEL.

5. ALL INTERNAL BOLTS, NUTS, WASHERS, SCREWS AND NAILS SHALL BE GALVANISED.

6. ALL THE WORK IN STRUCTURAL TIMBER IS TO BE EXECUTED IN ACCORDANCE WITH THE
CURRENT EDITION OF -

- AS 1684 - NATIONAL TIMBER FRAMING CODE

- AS 1720 - SAA TIMBER STRUCTURES CODE

- AS 1328 - GLUED LAMINATED STRUCTURAL TIMBER.

7. THE TIMBER USED MUST BELONG TO STRESS GRADE F17 (UNLESS NOTED OTHERWISE) A:
GIVEN IN THE CURRENT EDITION OF THE TIMBER ENGINEERING CODE.

8. THE CONTRACTOR IS FINALLY TO TIGHTEN ALL BOLTS BEFORE HANDING OVER THE JOB
FOR 12 AND 16mm BOLTS THE BOLT HOLES ARE TO BE 2mm OVER SIZE. FOR 20mm BOLTS THE
BOLT HOLES ARE TO BE 3mm OVER SIZE.

9. PRE-GREASE ALL BOLTS, NUTS & WASHERS, & FRAMING ANCHORS WITH LANOTEC GREASE
PRIOR TO INSTALLATION.

10. TIMBER DECKING BOARDS ARE TO BE AS FOLLOWS (U.N.O):

- DRIVEWAYS: 140 X 35 F17 HWD DECKING WHERE APPLICABLE

- GARAGES: 140 X 35 F17 HWD DECKING WHERE APPLICABLE

- BALCONIES/DECKS: 90 X 19 F17 HWD DECKING

ERAMING & BRACING NOTES

1. ALL METAL ROOF SHEETING TO BE FIXED IN ACCORDANCE WITH THE MANUFACTURER'S
WRITTEN SPECIFICATION FOR THE WIND LOAD STATED IN GENRAL NOTES.

2. 100 x 50 F14 HWD. ROOF BATTENS AT 600 CRS. TO ALL END SPACINGS WITH REMAINDER AT
900 MAX. CRS. INTERMEDIATE SPACINGS FIX TO EACH RAFTER WITH 90 - 90mm No. 14 TYPE 17
SCREW, OR 2 x TRIP 'L' GRIPS.

3. ALL TIMBER WALL FRAMING TO BE SEASONED MGP12 UNLESS NOTED OTHERWISE.
PROVIDE CONTINUOUS ROWS OF NOGGINGS AT 1350 MAX. CRS:

EXTERNAL WALLS (UNLESS NOTED OTHERWISE):

-2/90 x 45 MGP12 TOP PLATE,

-90 x 45 MGP12 STUDS AT 450 CRS. UP TO 3000 HEIGHT,
-90 x 45 MGP12 STUDS AT 300 CRS. TO 3300 HEIGHT,
-90 x 45 MGP12 BOTTOM PLATE.

STUDS AT SIDE OF OPENINGS:

-UP TO 2100 .... 2x COMMON STUDS

-UP TO 3000 .... 3x COMMON STUDS

INTERNAL WALLS (UNLESS NOTED OTHERWISE):

-2/90 x 45 MGP12 TOP PLATE
-90 x 45 MGP12 STUDS AT 450 CRS.
-90 x 45 MGP12 BOTTOM PLATE

INDICATES M12 ANCHOR ROD / BOLT

INDICATES M16% ANCHOR ROD / BOLT

DENOTES: 2/125x10 E.A. WITH 2M16% BOLTS EACH LEG (2M16@ CHEMSETS TO CONCRETE)
DENOTES: 125x10 E.A. WITH 2M16% BOLTS EACH LEG (2M16@ CHEMSETS TO CONCRETE)

6. ALL WALL FRAMING TO BE FIXED, TOP, BOTTOM AND SIDES, TO STRUCTURAL FRAME WITH
RAMSET FIXINGS AT 450 CRS.

7. ALL FRAMING ANCHORS, NAILING PLATES AND STRAPS TO BE FIXED AT EACH FACE OR LEG
WITH 4/2.89 GALV. FLATHEAD NAILS UNLESS NOTED OTHERWISE.

8. TOP OF BRACING WALLS TO BE FIXED TO ROOF STRUCTURE IN ACCORDANCE WITH AS
1684.2-N4-8.22 BOTTOM OF BRACING WALLS TO BE FIXED TO FLOOR STRUCTURE IN ACCORDANCE
WITH AS 1684.2-N4-8.24.

-N12 AT 400 HORIZONTAL - 600 LAPS (INCLUDING 'L' BARS AT CORNERS UNLESS NOTED
OTHERWISE)

 

 

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MEASUREMENT BAR - INCREMENTS IN mm

    

  

 

 

 

 

 

 

 

Drawn Verified Project
i oD Nv SP_ LIFEGUARD SERVICE STORAGE SHED -
SP SP NOOSA SPIT

50 60 consulting engineers ‘Approved RPEQ No =
Noosa: 075449 9500 S.PRYSTUPA 1137 LOCAL AUTHORITY NOOSA COUNCIL
seen eS box, Nowavle, GLO S66 Signed Date MCU APPROVAL HORIZ DATUM
Sager wan scens ROL APPROVAL VERT DATUM AHD
99 128008 398 OPW APPROVAL RL

 

 

Drawing Title

GENERAL NOTES

Scale

AS SHOWN

[Sheet Size]

A3

 

 

Drawing Number

14712-S2

 

 

Sheet

2 of 6

Revision|

A