20251111 - AGG-069 REV0-Signed Edit

 

 
 
 
 
  
 
  
 
 
 
 
  
 
 
 
 
 
 
  
 
 
  
  
  
 
 
 
 
 
 
 
 
 
  
  
  
  
 
   

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

GENERAL NOTES:
7. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS
NOTED OTHERWISE, DO NOT SCALE THIS

   

4100 STEEL STRUCTURES CODE (LIMIT STATE DESIGN)
[AS 4800 COLD-FORMED STEEL STRUCTURES (LIMIT
STATES DESIGN)

[AS 3566 SCREWS - SELF DRILLING ~

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

i
i DRAWINGS
! BUILDINGICONSTRUCTION
C1 1 DESIGN LOADS. ALL WELDS ARE 6mm CONTINUOUS FILLET WELD UNO
1 ! 1. UNLESS NOTED OTHERWISE, THIS DRAWING SET
Saeafiespaege i IS BASED ON THE FOLLOWING DESIGN LOADS CONCRETE.
i DEAD LOADS (PRODUCT SPECIFIC AND ASINZS 1170.1)
! CveLonos wens Ton ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH
4 Hi ! ROOFS: 0.25 RPA/1A4KN ‘AS 3600 - CONCRETE STRUCTURES CODE
i i i i ‘AS 2870 ~ RESIDENTIAL SLABS & FOOTINGS
! 4 H ! LOADS ANNUAL PROBABILITY OF EXCEEDENCE (APE) CONGRETE GRADE N20 UNO
! if 3000 3000 |i ! (asinzs 1170.0) tex SCREWS.
i i iT c2 1 IMPORTANCE LEVEL: IL2 TEK SCREWS: .
i ! i ee ne tice 50 YEARS ROOF SCREWS: MéxS0 ROOF ZIP" HEX + NEO-4FPS
= ! ! ’ EACH PURLIN (TRINDEN & SFPS(END) + 3FPS(INTER)
@ i ill i i - i APE / WIND - ULTIMATE : gt; FOR CUSTOM ORB.
! y calc ! I APE | EARTHQUAKE - ULTIMATE sip WALL SCREWS: 10-16x16 HEX BARE - 4FPS EACH GIRT
i i i i BRACE SCREWS: 10-16x16 - 2 EACH END
: ; : joists J1} WIND LOADS (AS 4085) FLOOR CONNECTION- M12-DYNA BOLT AT 900 CRS
g| i i H J i REGION: Bi TEK SCREWS MUST BE APPLIED IN ACCORDANCE WITH
3 REGION WIND SPEED ULTIMATE: 47m/s MANUFACTURERS INSTRUCTIONS - NO
a i i i i TERRAIN CATEGORY: 2.5 RESPONSIBILITY TAKEN BY THE SUPPLIER FOR OVER
i L 4000 4000 c2 | HEIGHT (2): < 5m STRESSING THE SCREWS.
i c2 1 rT |= i SHIELDING: PS BOLTS - ALL BOLTS METRIC 4.6 GRADE UNO
oO. i i i TOPOGRAPHIC CLASS: TO
2 [spa a tase ep ed ee te eae! STRAP BRACING
i fl ctl A C4 H 4 i EARTHQUAKE LOADS / AUSTRALIA (AS 1170.4) _ PROVIDE ONE BAY OF STRAP BRACING (ROOF AND
i ff lH | r | i Bt | PROBABILITY FACTOR (kp) - ULTIMATE (SERVICE): 1:0 WALLS) FOR EVERY 4 BAYS LENGTH OF BUILDING
i ! (0.25)
) i f i l i SITE HAZARD FACTOR (2): 0.08 GIRTS AND PURLINS:_
gz i i SITE SUB-SOIL CLASS (5): Co NO OF WALL PURLINS AND WALL GIRTS AS PER
5000 5000 EARTHQUAKE DESIGN CATEGORY: EDC 1 MEMBER SCHEDULE AND TO BE EQUALLY SPACED
i i
ay. f | i Hl | A FOUNDATION. WORST EASE DESIGN TO CLASS M FIRM, ANY
@ =e Ss icin eee 1.” ALL SUB- STRUCTURES & SLABON GRADE SHALL APIA TioN To ABOVE TO BE REFERRED TO SUPPLIER
c3 C1 C1 ci ROOTS, LARGE ROCKS, REACTIVE CLAYS, SILTS TO ORGANISE FOOTING / SLAB REDESIGN.
ANDIOR DELETERIOUS MATERIALS. NINMUM
1667 i 1667 1516 150 2900 2100 2900 ALLOWABLE BEARING PRESSURE SHALL BE NO
; 1 tT LESS THAN 100 KPA
10000 2. APPROVED SUBGRADE MAY COMPRISE.
GROUND FLOOR PLAN UNDISTURBED SOIL, CONTROLLED FILL ANDIOR
SCALETS0 ROLLED FILL OR COMBINATIONS OF THESE.
BEEN PLACED & WELL COMPACTED IN
ACCORDANCE WITH AS 2870 C.16.4.2.
4, EXCAVATIONS & BACKFILL FOUNDATIONS SHALL
BE INSPECTED BY RESPONSIBLE ENGINEER
PRIOR TO ANY CONCRETE BEING PLACED
FURTHER TESTING BY MAY BE REQUIRED TO
ASCERTAIN SOIL DENSITY ANDIOR ALLOWABLE
BEARING PRESSURE.
STEEL WORK
RELEVANT AUSTRALIAN CODES TO BE ADHERED TO: AS
2
3
gz
gi
MEMBER SCHEDULE.
8 ITEM MEMBER SIZE DESCRIPTION
D Rt 30024 Rafter
R2 €25024 Rafter
o Pt TH64120 AT @ 600 crs Top Hat Purlins
3 J €15019 AT 450 CRS Joists
sj Bt 25024 Beams
C1 75x4 SHS Column
or C2 25024 Column
Q-- C3 C30024 Column,
BRI 32x1.0 STRAP BRACING
BP1 450Dia x 2000mm Deep Bored Pier
g BP2 600Dia x 2000mm Deep Bored Pier
a
i
i
FuTUTS
345 |
7 1 1 1 v
ROOF FRAMING PLAN APPROVED
SCALE 1:50
CLIENT : TITLE:
ADDRESS
Rotary Way, Wallum Ln, Noosa PROJECT NO: DRAWING SIZE: DRAWING NO: REVISION NO:
RO 11.11.2025 | RELEASE FOR APPROVAL AR DESIGN BY. DRAWN BY. CHECKED BY. AGG-069 A3 $01 0
DATE |DETAILS [APPROVED AR SK AR