MCU15/0036 - Approved 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

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

 

 

 

APPROVED PLANS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

AND THE ENGINEER HAVE BEEN HELD. THE CONTRACTOR IS TO OBTAIN A COPY OF THE MINUTES 10. TIMBER DECKING BOARDS ARE TO BE AS FOLLOWS (U.N.O): MCU15/0036

OF THE PRE-START MEETING AND SHALL COMPLY WITH ALL REQUIREMENTS THEREOF. - DRIVEWAYS: 140 X 35 F17 HWD DECKING WHERE APPLICABLE

sresLwoR Aer cons: aes MERE APPLICABLE NOOSA COUNCIL

1. ALL STEELWORK UNLESS OTHERWISE NOTED, SPECIFIED OR APPROVED, SHALL BE HOT 4 JUNE 2015

DIPPED GALVANISED INCLUDING NUTS, BOLTS AND WASHERS TO AS 4680 AND PAINTED WITH TWO FRAMING & BRACING NOTES

COATS OF ZINC RICH EPOXY. 1, ALL METAL ROOF SHEETING TO BE FIXED IN ACCORDANCE WITH THE MANUFACTURER'S

2. ALL EXTERNAL BOLTS, NUTS, WASHERS SHALL BE STAINLESS STEEL GRADE 316, WRITTEN SPECIFICATION FOR THE WIND LOAD STATED IN GENRAL NOTES.

PROTECTED FROM CONNECTION TO OTHER STEELWORK WITH NEOPRENE WASHERS. 2. 100 x 50 F14 HWD. ROOF BATTENS AT 600 CRS. TO ALL END SPACINGS WITH REMAINDER AT

3. ALLINTERNAL BOLTS SHALL BE HOT DIPPED GALVANISED, PRIMED, AND COATED WITH ONE 900 MAX. CRS. INTERMEDIATE SPACINGS FIX TO EACH RAFTER WITH 90 - 90mm No. 14 TYPE 17

COAT OF EPOXY ONCE INSTALLED. SCREW, OR 2x TRIP 'L' GRIPS.

4. ALL SITE WELDS ARE TO BE WIRE BRUSHED AND TO HAVE ZINC STICK APPLIED AND EPOXY 3. ALL TIMBER WALL FRAMING TO BE SEASONED MGP12 UNLESS NOTED OTHERWISE.

PAINTED PROVIDE CONTINUOUS ROWS OF NOGGINGS AT 1350 MAX. CRS:

5. ALL STEELWORK IS TO BE EXECUTED IN ACCORDANCE WITH THE CURRENT EDITION OF: EXTERNAL WALLS (UNLESS NOTED OTHERWISE):

AS 00 SAA STEEL STRUCTURES “280 «ASG I2 TOP PLATE

AS 1627 - METAL FINISHING - PREPARATION AND PRETREATMENT OF SURFACES “90 x 45 MGP12 STUDS AT 450 CRS. UP TO 3000 HEIGHT,

6.  TWOCOPIES OF SHOP DETAIL DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER AND -90 x 45 MGP12 STUDS AT 300 CRS. TO 3300 HEIGHT,

ARCHITECT AND APPROVAL OF SAME OBTAINED PRIOR TO COMMENCING FABRICATION -90 x 45 MGP12 BOTTOM PLATE.

7. UNLESS OTHERWISE NOTED THE SIZE OF THE FILLET WELDS SHALL BE 6 MM. STUDS AT SIDE OF OPENINGS:

8. STEELWORK ENCASED IN CONCRETE SHALL NOT BE PAINTED AND SHALL BE WRAPPED -UP TO 2100 .... 2x COMMON STUDS

WITH 10 GAUGE (3.25 mm) BLACK WIRE AT 100 mm PITCH, 50 mm COVER. -UP TO 3000 3 x COMMON STUDS

9. THE STEEL FABRICATOR SHALL PROVIDE ALL BOLTS NECESSARY FOR THE ERECTION OF INTERNAL WALLS (UNLESS NOTED OTHERWISE):

THE STEELWORK AND BOLT HOLES AND CLEATS NECESSARY FOR THE ERECTION OF TIMBER -2/90 x 45 MGP12 TOP PLATE

WORK AS SHOWN, NOTED OR IMPLIED ON THESE DRAWINGS OR THE ARCHITECT'S DRAWINGS -90 x 45 MGP12 STUDS AT 450 CRS.

AND SPECIFICATION. -90 x 45 MGP12 BOTTOM PLATE

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

OTHERWISE. COMMERCIAL BOLTS SHALL BE GRADE 4.6. INDICATES M12@ ANCHOR ROD / BOLT

11. ALL SHS AND CHS TO BE 350 MPa GRADE STEEL INDICATES M169 ANCHOR ROD / BOLT

12. THE ROOF STRUCTURE HAS BEEN DESIGNED FOR NORMAL ROOF LOADS ONLY AND DOES NOT DENOTES: 2/125x10 E.A. WITH 2M169 BOLTS EACH LEG (2M169 CHEMSETS TO CONCRETE)

ALLOW FOR ANY EXTRANEOUS LOADS SUCH AS HOISTS, MONORAILS, ETC. EXCEPT WHERE DENOTES: 125x10 E.A. WITH 2M16 BOLTS EACH LEG (2M16 CHEMSETS TO CONCRETE)

SHOWN ON DRAWINGS.

13. WHEN SHOP SPLICES ARE NECESSARY IN BEAMS OR TRUSSES THE POSITION OF THE SPLICES 6. ALL WALL FRAMING TO BE FIXED, TOP, BOTTOM AND SIDES, TO STRUCTURAL FRAME WITH

SHALL BE APPROVED BY THE ENGINEER. SHOP SPLICES SHALL BE COMPLETE PENETRATION RAMSET FIXINGS AT 450 CRS.

BUTT WELDS. 7. ALL FRAMING ANCHORS, NAILING PLATES AND STRAPS TO BE FIXED AT EACH FACE OR LEG

14, THERE SHALL BE NO WELDING OR TACK WELDING OF 8.8/S GRADE NUTS AND BOLTS. WITH 4/2.80 GALV. FLATHEAD NAILS UNLESS NOTED OTHERWISE.

15. CONTRACTOR IS TO MAINTAIN ACCURATE RECORDS TO FULLY COMPLY WITH THE ‘AS 8. _TOP OF BRACING WALLS TO BE FIXED TO ROOF STRUCTURE IN ACCORDANCE WITH AS

CONSTRUCTED’ INFORMATION REQUIREMENTS. 1684.2-N4-8.22 BOTTOM OF BRACING WALLS TO BE FIXED TO FLOOR STRUCTURE IN ACCORDANCE

16. WHEN STEEL COLUMNS AND POSTS ARE IN CONTACT WITH CONCRETE SLABS OR FOOTINGS, WITH AS 1684.2.N4-8.24.

PAINT CONTACT SURFACES WITH HIGH BUILD EPOXY PAINT AND EXTEND COVERAGE 100mm UP -N12 AT 400 HORIZONTAL - 600 LAPS (INCLUDING 'L' BARS AT CORNERS UNLESS NOTED

SECTION. OTHERWISE)

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. ALLINTERNAL 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. ALLINTERNAL 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) AS

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.

COPYRIGHT © Client Drawn Verified Project Drawing Title Scale |Sheet Size]

“This drawing is subjoct to
Cyr carina te NOOSA SHIRE COUNCIL i OD wv SF LIFEGUARD SERVICE STORAGE SHED - GENERAL NOTES AS SHOWN! A3
Seneung By Go) one S.P S.P NOOSA SPIT Drawing Number
Used for this specie project. 0 40 20 30 40 50 60 consulting engineers ‘Approved RPEQNo OP 44712-S2
This drawing shall not be used | | | | | | | | | | | | | sunsine coat oo St aun ser S. PRYSTUPA 1137 LOCAL AUTHORITY NOOSA COUNCIL =
for ion until marked as NETO RHURUCHUGHORUOE COROROORUGHORUO AUORERUORUOREREORUORORU ‘Sametinn Coed: 07 Za 31m aay 7 A080 285 Signed Date MCU APPROVAL HORIZ DATUM eet Revision|
‘issued for construction’ in the A DEC ISSUED FOR APPROVAL NV. ‘[email protected] see ‘todcansulting.com ROL APPROVAL }VERT DATUM AHD 2 of 6 A
revision description Rev| Date [Revision Description Drawn MEASUREMENT BAR - INCREMENTS IN mm aN 39128 05396 OPW APPROVAL RL