Owner's Consent (SCRC) - Development Application for Outdoor Dining MCU13/0069

 

 

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Shade Soll
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SHADE SAIL LAYOUT PLAN

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‘TRS SHADE SAIL. HAS QEEN DESIGNED IN ACCORDANCE WITH
AUSTRALIAN STANDARD AS:1I70.2 ~ 2002 CwiND ACTIONS) FOR DESIGN
WOW SPEEDS AS INDICATED BELOW, GRAENE MOULSTON & Assoc PrY
LTO WRL NOT RE RESPONSIBLE FOR STAUCTURAL FAILURE OR DAHAGE
TO EITHER PROPERTY OR PERSON AG A RESULT OF WIND SPEEDS IN
EXCESS OF THIS FIGURE.

GRAEME MOUSLTON B ASSOC PTY LTO WILL NOT TAKE ANY
RESPONSIBILITY FOR STRUGTURAL FAILURE OF A SHADE SAIL AS A
RESIRT OF FAULTY WORKHANSHIP, FAULTY MATERIALS OR FAULTY
FASTENING SYSTEMS USED IN THE INSTALLATION, IT 1S THE
RESPONSIGILITY OF THE SHADE SAML INSTALLER TO SAING TO THE
ATTENTION OF GRAEME MOUSLTON & Assoc Pry Lta ANY CHANGES
‘TO SHADE SAIL LAYOUT, ATTACHMENT NEDILM, POTENTIAL PALLTS TO.
ATTACHMENT MEDIUM OR POOR STRUCTURAL, STATE OF THE
ATTACHMENT HEDIUM. UP THE SHADE GALL INSTALLER FAILS TO DO 50,
GRAEHE MOUSLTON & ASSOC Pry LTO WILL NOT TANG RESPONSIBILITY.
FOR ANY RESULTING STRUCTURAL FAILURE OF THE SHADE SAILS,
GRAEME MOULSTON B ASSOC PTY LTD MANE NO WARRANT ON BCHALE
OF THE SHAE SAIL, FABRIC,

NOTE;

It is recommended that the structure be
checked annually by a Qualified Engineer
for corrosion & wear and that the shade
sail fabric be checked annually by a
competent person for any deterioration in
its integrity.

NOTE:

It is recormmended that the fabric or
membrane be removed during severe
weather warnings issued by the Bureau of
Meteorology.

NOTE:
Graeme Moulston & Assoc will not take

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Structure designed to Maximum Design Strength | |
of Ferrari 702' PVC Membrane to AS2001.2,3.2. | 1.
All construction by Spigot Joint or Welded Lugs

  

 

SHADE SAIL ELEVATION any_responsibility for structural distortion
of components of this design encountered
during the tensioning process.

STEEL SCHEDULE Steel Grade C350 minimum
STEEL POST SIZE POST RAXE | POST HEIGHT FOOTING DIA FOOTING DEPTH Comment
orun) (x? TO VED} ‘ie Cy *
Pt=Post | 75%5,0 mm SHS ° 2600 - 4000 450mm 1500mm_ Embed to 1300mm|
Ri- Rafter | 75%4.0 mm SHS bd 4800
HBL - Beam | 75x 4.0 mm SHS: : 3100
RIGGING SCHEDULE
FABRIC ‘Ferrari 702' PVC Membrane.
CABLE 5mm Stainless Steel
ALL FITTINGS Safe Working Load sobs bia
MAXIMUM PRE-STRESS LOAD 250 kg |’ (ons '
SAFETY FACTOR 2.0 aN , as
SHADE SAIL DESIGN PARAMETERS Picsendy Nig
Region B {AS/NZS 1170.1 & .2)
Wind class N3 (AS 405524 / AS1170.2) | if \
Ve = 50m/s (AS 4055 2.1) |
NOTE:

 

 

   

 

 

 

 

 

  

 

 

 

 

 

with M12 Bolts. is 25 MPa, Concrete
These structures are designed to exhibit a Ss Bars x 300 Lor
controlled failure under extreme wind loading i 8 vasa ns
conditions, at wind speeds in excess of 25m/sec a
(90m/hx). Damage to the sail fabric can be 4
expected under these conditions. 9
In the event of storm or cyclonic warnings the sail ” See Schedule
fabric of this shade structure must be removed and
stored safely. FOOTING DETAIL
1
A
GRAEME MOULSTON & ASSOC, Pty Lid | CLIENT DETAILS: 88. 4/937
ae CTURAL ENGINEERING Made 4 Shade
tal M ST \CPEN 0 xt
P20. Bb 2 MUDGEERABA OLD Azi3 Shop 8 &9 ORAWNG NO, SCM
Pu: (07) $530 °AzI4 Fx: (07) 5825 3776, 2 Quamby Place GENERAL-I! 1:50/1:100
Noosa Heads
QLD, 4567 DRAWN SM | &Daci@ | ogsieneD | - | -
SIGNED., cos dau A\ps oes beeen ce oes & CHECKED cM 6-Dec-10 | APPROVED | _ &

 

 

 

 

 

 

 

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