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Development Application part 2 of 2 Covering Letters & Plans - MCU13/0069
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Plans and drawings
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lHlSlIWlE SAIL HAll aelll OESICiNIl) 1/1 ACCoAoAHCI! WI1lI
II AIISTRALlAN STAN_ AS:1I70.2 2002 (WIND ACTlCIIS) ~CIII OSIG"
.
II WIND _ AS INDICATED aaLOW. GRAEltE MOILSTDM a Assoc PlY
600 4800 300
~ I~ I PI Rt P’ ~ LtD WILl. NOT Be RESPONSllLe I’0Il S’I1IUCTWAL ~AlUIRI! OR DANAGf.
TO STIPROPBITY DR PeRSON AI "ReSULT ~ WIND _ 1M
or EXCESS ~ ’!HIS PIGUE.
I HBI Undor
I GR. MolISLTOM a ASSGC: PTY LTO WILL NOT TAKe ANY
I RElPONSlatUTY _IIT1IIICT1.WAL FAlUIRI! OF "SIIADI! SAIL AS "
I RESULT ~ PAULTY WORlVtANSIII~. "AIA.TY HA1!RtAlS DR FAULTY
FASTIIIING STSl UR~ IN ’Ill! MTALLATIOIt. IT II THe
8
i II
Shad. SQ
3S.OmI
Rt
:I:
\
_lalUTY OF ’Ill! _ SAIL IItSTAI.U!II TO MIND TO TIll!
’inl!llnDM ~ GUEtIE MousLTON a. AsSGC Pn LTD ANY CIIAHGH
TO SHAIIE SAIL LAYOUT. "TTACHIIENT IIEDlIIt. I’OTEHlloII. PAl&.TI TO
ATTACHltIM’IIEOI\I1 OR I’ODR $’IRtJCTllRAL sr"TI! DI" THE
ATTACIt1DIT I1I!DlI.tI. IF THe SHADe SAIL INSTAll FlltLS TO DO SO,
;0 Pt CRA_ MOIaLTCN l AsSDe P1’Y LTD WILl. H~ TAIIe RESNNSIBlLIT’f
H I .
FOR ANY RI5ULnNl STRUCTIIIIAL FAILURe DF ’Ill! IIIAIIE SAILS.
GRAEHE MoULITCN l ASSOC 1’1’Y LTD !tAlI! NO WARRAHT ON 8AlJ’
01’ me SHAD!! SAIL rAMIc.
11
...."’... I P’
Hat Undat’
RI
~
PI
NOTE:
It is recommended that the structure be
checked annually by a Qualified Engineer
for corrosion & wear and that the shade
~:5 I sail fabric be checked annually by a
3: I
I ’<1-.5’ competent person for any deterioration in
its integrity.
SHADE SAIL LAYOIIT PLAN
~_
~-:::: or:E ~dO
pt
::::._...
:=::::::::: amovablo
Panels
NOTE:
1:125 -,
Ii
HSI" It is recommended that the fabric or
~ I membrane be removed during severe
Exlstln; I
I
8
weather warnings issued by the Bureau of
Buldlng PI PI t!l
I--------L-----...., Meteorology.
i!
NOTE:
Graeme Moulston & Assoc will not take
SHADE SAIL ELEVATION
1:125 anYJCSponsibility for structural distortion
ofcomponents ofthis design encountered
during the tensioning process.
STeEL SCHEDULE Steel Grade 050minimum
STW. POSrSIZE POiTfWCE POST’HEIGHT FOCrnNGDrA fOOTING DEI’TH
Comment
(mm) (X"TOVEKI) ’K’ ’D’ ’Y’
Pl.PI>It 75lt5.0 mm SHS .
2600...000 ~SOmm lSOOmIn fmbedlo lJOOmm
IU.Ralb!r 75lC4.Q men SHS .
04800
1IS1. Beam 751(4.0 mm SHS .
310G
RIGGING SCHEDULE
FABRIC ’Ferrari 702’ PVC Membrane
CABlE 5mm Stainless Steel
ALL.FrTTlNGS SafeWOrkingLoadl0~~9-lll!f’ ~ ’~I i:LI\\!I!-,’, ,
!’, j: i :Ii} ~ ... I :.:’l...
\... I ;
I
I
"
=~~:mfSSLOAD ~kg A ( !’(~U"’1’: I.’ \\.;T!! C ~~ .;. .~"i {:: .
;’~ i {ji.~,;
i)(., !’; i ~ N (’.
SHADE SAIL DESIGN PARAMETERS ! ’I i!1: ~~
RegIon IS (AS/NZS1170.1 ...2) l&
Wind dlllSS N3 (AS4055 2.1 I AS 1170.2) ’/ () 7 ;- I I 8 .:..N iiJ;/
(/)
Vr = SOm,s (AS4055 2.1)
NOTE:
Structure designed to Maximum Design Strength
of’Fetrari 702’PVC Membrane to AS2001.2.3.2. !’..i. I’
All construction by Spigot Joint or Welded Lugs
~:..~.I_ ".~ I ::, 1’1 \ i
I.r,:::
_.
.
t"
"
II.!~’. ’. l ",: I!I
i.:’:"::,’ : ’!
I II
.:".
II- 11 i.: :.: ’.. : I!.. ! \\
.
l\....i.’j./.i,’. j
i.11 .,,"]I~~
1:1.
.
’
’.I"I’p~ ~
I ’I
.,
,~ ~
with MI2 Bolts. ~ !:~; ff,; v-2S MPa. Concrete
These structures are designed to exhibit a ~ [i
controlled failure under extreme wind loading
?- ;g
l~ f.~
:~IrY12Similar
Bars 300 Long x
or
conditions, at wind speeds in excess of25m1sec Ji ~~ ~
(90m/hr).Damage to the sail fabric can be r~I~~~
’!I.’.;;~~’i!",
expected under these conditions. ’0’
In the event of storm or cyclonic warnings the sail sea ScheaUla
fabric oftrus shade structure must be removed and
stored safely. FOOTING DETAil
1:50
1,\
I
GRAEMB M0ULSTON & ASSOC.Pty Ltd CLIENT DETAILS: JOB NO.
10/937
STRl C]URAL ENGINEERING Made 4 Shade
MIE 5590 t RPEQ 4431
21 Shop8&9 OR YIING NO. SCALE.
AI~CPENG
P.O. 9 MUDGEERABA OLD 4213
(07) (07) 2 Quamby Place GENERAL-I 1:50/1:100
_: ~~.;." F". ~~~.". Noosa Heads
QLD,4567 ORAYtN
CHECKED
511
GI1
6-0e0-10
&-Dec.10
DESIGNED
APPROVEO
\)
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