51981.3461.04 - Approved Plans

 

 

NOOSA COUNCIL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

APPROVED PLAN ot 3. WELDING SHALL BE PERFORMED BY AN EXPERIENCED OPERATOR
51981.3461.04 8 FEB 2016 PROPOSED POST © IN ACCORDANCE WITH AS 1554.
— 3 S4& BOLTS NOT DESIGNATED SHALL BE GRADE 8.8/5 BOLTS TO
AS 1252 TIGHTENED TO A SNUG TIGHT FIT.
| BOLTS DESIGNATED HS SHALL BE HIGH STRENGTH STEEL
aposea post 2” = - = BOLTS TO AS 1252 TIGHTENED TO A SNUG TIGHT FIT. Semen EE mati tite
PROPOSED POST 8 "\pntbogea post 6 BOLTS DESIGNATED HSTF AND HSTB SHALL BE HIGH STRENGTH TT DRIED GREE PROPER OF
STEEL BOLTS TO AS 1252 FULLY TENSIONED IN ACCORDANCE Se TNE RAGE
WITH AS 1511, Asan oxpmese whe iew Cane
TNOSAY CONSULTING PLY #1
S5. THE CONTRACTOR SHALL PROVIDE AND LEAVE IN PLACE UNTIL CLIENT AND PROJECT DESCRIPTION
sss SHADE CLOTH ROOF e PERMANENT BRACING ELEMENTS ARE CONSTRUCTED SUCH EASTCOAST SHADES
7 C 2 TEMPORARY BRACING AS IS NECESSARY TO STABILISE THE PROPOSED JUMPING PILLOW
STRUCTURE DURING ERECTION. BIG 4 TEWANTIN
56. CONCRETE ENCASED STEELWORK SHALL BE WRAPPED WITH
Fi FABRIC, UNLESS OTHERWISE SHOWN.
DRAWING TITLE
ROLLED RAFTER S7. THE ENDS OF ALL TUBULAR MEMBERS ARE TO BE SEALED PLAN VIEW
>! = i WITH NOMINAL THICKNESS PLATES AND CONTINUOUS FILLET
PROPOSED POST A PROPOSED POST A WELD UNLESS OTHERWISE SHOWN,
‘SCALES.
58. CAMBER TO BE AS NOTED ON THE DRAWINGS.
S9. BEFORE FABRICATION IS COMMENCED THE CONTRACTOR SHALL
. SUBMIT 3 COPIES OF THE SHOP DRAWINGS TO THE ARCHITECT
8 FOR REVIEW. REVIEW DOES NOT INCLUDE CHECKING OF
DIMENSIONS.
S10. UNLESS OTHERWISE SPECIFIED ALL STEELWORK SHALL BE puRver DATUM
PAINTED ONE SHOP COAT OF APPROVED ZINC RICH PRIMER. :
MEMBERS ENCASED IN CONCRETE, FIRE SPRAYED OR HSTF
| BOLTED CONNECTIONS MUST NOT BE PAINTED. ASSOGATED CONSULTANTS
CLEANING SHALL BE TO AS 1627 CLASS 1 PREPARATION,

PROPOSED POST 8 “NK -propasep PosT 8

S11. EXCEPT WHERE OTHERWISE SHOWN WELDS TO BE 6mm
CONTINUOUS FILLET.

JUMPING PILLOW PLAN

SCALE 1:10

S12. UNLESS NOTED OTHERWISE ALL BOLTED CONNECTIONS SHALL USE
M20 8.8/S BOLTS. EXCEPTIONS ARE PURLINS WHICH SHALL BE
M12 4.6/S AND TIE-DOWN POINTS WHICH SHALL BE M20 4.6/S

Le!

PROPOSED POST ‘~
S13. ANY DETAILS INCLUDING GAUGE LINES ETC. SHALL BE IN
STRUCTURAL STEEL ACCORDANCE WITH THE AISC DESIGN CAPACITY TABLES AND
AISC STANDARD STRUCTURAL CONNECTIONS.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

S1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE —_—_—277
WITH AS 4100. S14. WHERE BRIDGING IS SPECIFIED BETWEEN COLD FORMED SECTION THE f= —_
BRIDGING SHALL BE EXTENDED AND CONNECTED TO THE PANELS,
S2. UNLESS NOTED OTHERWISE STRUCTURAL SECTIONS SHALL BE STRUCTURAL STEEL WORK, STRUCTURAL WALLS PERPENDICULAR
FABRICATED FROM THE FOLLOWING GRADE MATERIALS: TO THE BRIDGING.
HOT ROLLED SECTIONS GRADE 300+ MPA
PLATES GRADE 250 MPA S15. ALL BOLTS, NUTS AND WASHERS SHALL BE HOT DIP GALVANISED.
HOLLOW SECTIONS (CHS, SHS, RHS) GRADE 350 MPA
COLD FORMED SECTICNS 450 MPA S16. SHOP DRAWINGS SHALL BE PROVIDED TO THE ENGINEER PRIOR TO) [=~ sinsswo

 

 

 

 

COMMENCEMENT OF FABRICATION OF STEELWORK. mee p09e-rt 4B