230324 - 47 Tablelands Road, COORAN - Engineering Plans

 

AWNING REQUIREMENTS USING MECANO STEEL—FRAMING

 

 

 

 

 

 

 

29
STUD 75 \) thickness varies as below PLATE 78
x
AWNING ROOF PANELS
WIND CATEGORY W41N (N3) W50C (C2)
AWNING SPAN Vp =41m/sec Vp =90M/sec
mm) q, =1.0 KPa q, =1.5 KPa
2400 0.75mm@600ctrs | 0.75mm@450ctrs
0.95mm@600ctrs
2700 0.75mm@600ctrs | 0.75mm@450ctrs
0.95mm@600ctrs
3000 0.75mm@450ctrs | 0.95mm@450ctrs
0.95mm@b600ctrs | 1.15mm@600ctrs
3600 0.75mm@450ctrs | 0.95mm@450ctrs
0.95mme@600ctrs | 11 5mm@600ctrs

 

 

 

 

 

NOTE: THESE TABLES REPRESENT MINIMUM REQUIREMENTS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SHS Post
27 ,
Ny thickness varies as for stud as ~
~ 1G tle
o “ed PAD Footings Only Detail
& «yah ] 450@x 900mm
NOTES (General) _ bk te
(1) All connections can be one of the following:— 5 7
(a) ORNIT rivet (US48103D) x 2 ofa.
b) Henrob self piercing rivet x 2
c) 10 guage tek screw x 2 450
(d) 40 mm fillet weld coated with
anti—corrosive paint x 2
(2) For 0.75 mm steel — reduce bracing values by 20%
NOTES

For 1.15 steel — increase bracing values by 10%

(3) Linear interpolation is permitted for stud spacings
and awning spans not exactly to table values

(4) All steel -— G450 Z275 (or AZ150)high tensile

(5) Roof panel is assumed to be clad on at least one side.

(6) These tabled values are designed for serviceability
deflections in residential applications

(7) Designed in accordance with AS3600:2018
and AS2870:2011

 

 

 

MINIMUM 28 DAY CONCRETE STRENGTH TO BE 25 MPA

MAXIMUM AGGREGATE STONE SIZE - 20 MM. DESIGN SLUMP TO BE 80 MM.
EDGE THICKENINGS TO BE FOUNDED ON NATURAL SOIL OR CONTROLLED
COMPACTED FILL

SOIL CONDITIONS ARE ASSUMED TO BE CLASS M OR BETTER.

SLAB AND EDGE THICKENINGS SHALL BE POURED IN ONE CONTINUOUS
OPERATION.

CONCRETE IS TO BE COMPACTED BY VIBRATION OR OTHER MECHANICAL
MEANS.

SLABS LONGER THAN SHOWN HERE SHALL HAVE A BEAM THICKENING
INSTALLED AT CTRS NOT EXCEEDING 7500 MM

SLAB SHALL BE PROTECTED (CURED) AGAINST EXCESSIVE LOSS OF MOISTURE
FOR A PERIOD OF SEVEN DAYS AFTER PLACING.

A SINGLE LAYER OF 200 MICRON PVC SHEETING SHALL PLACED UNDER THE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BRACING BRACING STRENGTHS (kN) sass
AWNING STUD SPACING (mm)
= SPAN 300 450 600 7000
2 5400 Kl 09 2.0 2.4 3.3 TYPICAL AWNING SLAB
a. A 2.2 3.3 4.2 6.5 DETAIL
= 9700 Ki 0.7 7.3 2.0 2.9 CLASS M OR BETTER Flexible Silastic Sealant
A 1.8 2.8 3.5 4.9 \
1 Th? Th? 3000. «~K 0.7 1.2 1.8 2.4 Mox 3600 200
K A 2x A A 1.4 2.5 3.2 4.0 =? Sab ween \
- Z 1.0 1.6 2.8 ab Mes
= 2400 1.5 2.1 4.0 x Z
<x} _ A 2.9 4.2 5.6 o st
Oo Z 0.9 1.5 2.0 Ss
_ 2700 K 1.5 2.2 2.9 ( NN
A 27 3.8 49 orm SI NOUEEN UNDER Slab Footing by Others
‘2! *K’ Ny Z| 0.7 1.3 1.7 2mm
3000 K| 1.3 2.0 2.4 200 ALL SLAB
A 2.5 3.5 4.2

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Mr Vic Bacud, Jnr
MIEAust CPEng  RPEQ 3647 SS 5 Pronger Parade DATE: 26/09/2022) _ROOFPANELS
NPER-3 ; Gympie Industrial Estate
Retisteed on the NPER-3 inthe Category of ARO 6 Po Box 758 70 Engineering for Stud Frame DES |sy SHEET 2of2
National protec an oat Section Three Sheds Pty Ltd pr (on) $482 5614 Awning System DRWN SY DWG. NO.
COPYRIGHT et ee ee nl te ced Email - [email protected] CHK |vB AWNINGENGINEERING Rey.