10.1.4 - attachment 1 - shire of serpentine–jarrahdale
TRANSCRIPT
>--I
~
r1
H
I FI
1
r~ G
JI
~ H
H
r- 5 J 12 1310 11 14 15 16 17 18 19 20 -L-J
I?t5015S’",.."’-""e__
.....""...
: .-...--.J, ’---
-,..’2!men:..~~ ;P~~ J2
. :::’,11=:’ 0 O""ln
’,1- ’_r EJ III
111""" ~ 0- 0
I~
’"
~
Q 0
-~bB" END TRUSS BOTTOM CHORD
APEX DETAIL (MULLION CONNECTION) (110)
~
..--- ThO 7!10 .50.
~... .:1 ;,::’ ===:J ~ ::;;>"
_;;., =crit :’Id 50
PURLlN STIFFENER OETAIL
(1:20)
~" *.:fo 1~ "NIt TIlIU"" Q 111~
""" IQ;J o 0
~ CHORD APEX DETAIL
(110)
tFG;; .~
-50
~~,
lO"-f~ rlO""-..... ~~~ lJ ~"::=
~l1 )7 - :=::’GCl
1_.. "’"
t5.~ ".~
.
~..- \ 0 0 p ,
~=L==.J ..;!>>>.~\ _Y,j =~ ~ ,-
PURUNJGIRT LAP DETAil
(1"20)
..---10lr11X’llt90_
-f\lIP*""__ "~IOCI’O’C
..!l,Id~dtd" c~R:II_""
~T_ -
.....
.
, ,,-~
TRUSS FLYBRACE DETAIL --.
(120)
F............./
F......~Io-’ IiIIcI...p:m
M:,O..tl -----z . MiesIll’’Mlb
.5mm~HrI8Jd"
IO’CU’OdIOMtlrod
.....
\
\
\
\
\
\
\
\ \
\
\
\ \
\
\ \ \
~
5Cb6Or’OSHSo.rt-war-’ SlIIIIlWI!-....II!tIl
.........
L4JJ320tS1ruaWeII{1ypaI) .&nmu.t......._
...~
/
/ /
IODJIQ):3.o9t5C\!lnl
~r TRUSS PURLlN
CLEAT DETAIL
(1:20)~1
~9O’.o12""’_ oo.UIlJ60MII
-Not:t’I~~ .xeelt.
l00r1200Umclal~ ::’=:": -=we!dCl\Q’1K" SlIII’Iille1-e1d" 3M20UXlTSboitl;bcd,llmclHt .........
PORTAL FRAME KNEE DETAIL
(1:20)
I
/
65x65x5.0 EA Truss
Flybrace (typical).
~ 40x40x3.0 SHS Vertical Web.
/’" - All trusses.
r-:~s:,~~~ ~ .211116boUtlgwI
\ =-:"
~~:’_";’’’’’ S"l1us"""d
,’fit 1-1--11.. _ trIgIr Coilm
"NRUNIQATlAPOElAll’
GIRT CONNECTION DETAIL
~ 11:20)
~
C25024 Rail (typical).
~1000 ---, /’
,,-r
~FiX wall cladding to 1850 lip of fascia purlin.
IE
Iif
/
L-100x100x3.0 SHS T russ Top & Bottom
Chord (typical).
~ 50x50x5.0 SHS Vertical Web.
- End trusses only.
,.-C25024~
~~r10-
. nHe!we/l:l1I .- IWIXndlOmt./Im
....
L48.3x3.2 CHS Truss Web (typical). - 6mm fillet weld all around to chords.
, ,
/
~ IG
~ IH
-L,
,
5000 max to
underside of truss
...,
CD :::> c:> ’" N
-....-...
~ 8
-""""""-
15o:1!Idi.OClH!
.6mnUMweI611
.....-
WIIbntdllmllllnge ,/ .1MI6811S1Io1 /-3)"""
COLUMN FLYBRACE DETAIL
~ (Not to SCII!)
r- "-
50x50x5,0 EA Column ’-- - /
Flybrace (typical).
-
QQ’
." RAIL TO COLUMN DETAIL
(1:10)
Rail relies on vertical-.
support from pailings.,
--.
11500Ground Level !
300 min
I
E o Ac B
~"’:::::’:’l ,......
",’’=, j,.;; "I
~;.~ ~ ’’’~.~~~: ~r=:
..L ~ 022 ......8&e
~,h~~ BASEPLATE PlAN
COLUMN & MULLION
BASEPLATE DETAIL
(1:20)
SECTION A
(1 :50)
MM
I--~
INREV JC6No 0tI TE ENG c::eSCRIPTICH
Prinlod...,. Chod< 11:1)1 PROJECT ADDRESS SHEET
NO’1 INRCE Perth o 3WI 02I0VaI LR IssuedlOtCXll’Ol!UC:Slll BorOncIWidtlae211!1111
I 4014Bc:rdndHaogn.57tlllll\ 434 Kargotich Road, Oakford
APPROVED BY: CLIENT I PROJECT NO SHEET SIZEACJt,(CONSULIINGENGlNEEA
~ Gatowzen Ply LId 2320A 1 SECTION A & DETAILSEMAIL [email protected] I DATEI PH~~~ 0435050989 """’,.,..
02/04/20 ""’-"""EOI I8,Eftg.IoIIEA..I
ICoritent Man ger - Sshaw - I uesday, 18 August 20:fOI 6 7 I 8 I 9 I 10
I11 I 12 I 13 14 I 15 I 16 1 17 18 19 20
1
10.1.4 - attachment 1
Ordinary Council Meeting - 19 October 2020
I
I; Note: Columns and mullions not shown in these elevations
for clarity. Their positions are
represented by the grid lines.
-, ~J
12 7
H
12~==C c 1816 17 19
11 10
"
9 8..... . ’9A1I200DETU’
,’8R300DETAIl’ . ’9R2IBAJTO CQ.I....HOPDET......
,--{Roof refer to the roof plan
10 11
6 5 3 24
C20015 Fascia Punin (lypical). . Double span oonti noous.
_.
,’IIRII2EfOOE’TAI.’
. ’8R300oeTAI.’
. ’9R2/BR3TO ca.ut.tHOPoeTAL’
BR2
1 " ---------,~
"""’" ~/’; ’"",/
41’/""~ ,’/// """"""
,/" ’....,>~
"’’’’
"""’....
H
r
-<J
.,,//5O,5Ox5.0 EA Column
Rybr (lypical) U"", /
BR2
-------;_.
"
""’/0
C25024 Rail (lypical). . On Rat
. Between cdumns.
2 3 4 5 6
", ,.’
---;--’\"........, """l ~/X"’<911
~’:B _.
. ’I’fUOOOETAl’
. ’BR3rOCXI..t.NNBOTTOIoIOETAl. I’
I
,--{
_.
1!Rll200OfTAl’
,’lIRlOOOETM.:
.’BR2IBRlTOca.~TOPDETAl.:
ELEVATION 1
(North Elevation) (1:100)
Z15015 Gins (lypocal) - 1 rowofb ing. . Double span contmoous WIth lapped pmts
Rooo
,’BRJOOOETAL’ . ’SA) TOca.UwtaoTTOMOET....."
Rool . refer to lhe roof ~an
7 8 11 129 10
C20015 Fascia Punin (lypical). . Double span continuous.
_.
. ’BRIl2BDET~’
. ’BR3ErDETu’
. ’BR2/8RlTOOOlut.flTOPQE’tAl:
BR2 ,^---’
"i"//~ ’"
41/i",~
4 _.
,’IfOOODeTAl.’ . ’!ITOCOltMf80TTOMOU....."
~
.~.’ .
-- ~=" ~
/ ,- i S
~:~ ’_ ~ -..t"" ~-----t- /’ ~"..
.
.... -"",,,/’ ..’......" /’
/:~:...... <i?/ "’;?11
0’/’/ """"’0
NRCE PerthREV J No DATE ENG CESCRIPTIOO
p,;,tods,..Chod<(!j1 PROJECT ADDRESS
0 J1D’.~ LA IssuectrctCOllSll’UC2lCl’ tlcwundWdl-n1",,"
ec.-~_S7tnvn 434 Kargotich Road, OakfordRCMECONSIA.TlNOENGNE APPROVED BY; CLIENT
EMAIL. [email protected] I ~I
Gatowzen Ply LIdPHONE. 0435 050 989 "","",OOOWE
ADDRESS, 9 Sootford Way. Baldivis WA 61718,Ef9....1EA...
IContent Manager -2sshaw - T esday, 184August 20201 6 I 7,
"’~
"""’" "
H ~
I
GrpnIlMI
~ E
......
, ’ERJENODETAl’
. ’EftJ rOCCtUtAiTOPOfTAl.l’
.."’.
, ’8R3EMlOET.....:
, ’BR3TOCCtt.MHOPOETA1lT
"
~ I
I I
~ I
H
Cm.ft!l8’41
":"R.l.
. ’BRlOOW"’’’:
.1IR3TOca.U~80TTOMOfTMT
H I :
L i
1:l~10C1nt.
o
il’::"~=~ 2MI6881T8
15;J5,(80s.r
ful,..,mbon1Ollid BR1I2.._
...
S S
~ iii
BR1/2 END DETAIL
(1:10)
f---l ~m1"\o"" ~
0 ’~~=:SM 160~-
.2MI6I8IT1Il’IIrIII
220101 0 1!Ix75dOSell
-I,- .flll~
85 ....1dBR3..
aoanl .II ~
ii il
BR3 ENO DETAIL
(1:10)M
L
[
i ! I
---r-- ,
i ! I
i
t f
~
~ ~ ~
o c B A
I
~I-
!
i ,---;
~ .", J’
1’- ,
1----;- 1
--=-, ,
.. I -
~f
!"
C15019Glrt (lypiCal) Double span continuous’. . 1 rowofbridging.~
";’R_
, ’BFOOOOETA1l’ , ’BR3 TOCOllMl eoITOMOfTAl I’
ELEVATION 2
jEast Elevation) (1:100)
.
"
coo""a..III0er0ncr
T..... o:i~d
’" -O:Il.Imn...el:lul1ener
.......7
....
"
,l.
:1 ’---- ’t
1000ell
,6rnmIIlfll’Mlldal
aulldllook.rmNlb
2M1S8B1r8&11s
TIUlfDOllQll’lChCWd
"""""’on
--
,1l~(II~
Ang1l!!~ ......
BR21 BR3 TO COLUMN TOP DETAIL
(1:10)
BR3 TO COLUMN TOP DETAIL 1
(110)
15’
"""’"-
IOOCU"":’ . &IlIIIHl1"’1cI..
SW"IO ooUlIV’Is..g. , ’lM161&1T8Bots
BR3 TO COLUMN TOP DETAIL 2
(1’10)
\....X BR2
""’’’’
! i
! I
I ,
, ,
i i
i I
I
".... I
""~...l // 41/r,~ "
! "
// i """
I~ ~
. .8R3000fT...... ’ Toca..lRoIieonoMOETAll’
,
,
i
i I
-~
ELEVATION 3
(South Elevation), (1:100)
5OxSOxS.O EA Column
Rybr (lypK:aI).
\ \
Z15015 Qns(lypiCal) . 1 IT:ffl of bridging.---> . Double span oonhnuous WIth lapped Joints,
~ ~\:" \
~A E
PIrlrIcIe!n__
T~::~ ’00
Topdudend~~ lOOl0~Top9f\
. RrIrIItIl"’CHOFIOAPEX . FilD\II~oI
OETAlOonr..tOl patWl.,.2Hc1 11_
B c o
_.
’BR3EtOETAl’
,’Eft3TOCll.lUIiOPOETAl. l’
"
~ :~~~ :.:’ ~. i
--t- I !
""’...-
.........
i "- -:-1
i ’,....1../
//1"’" I
-’"
"
I
~
’I ~ i !
1’--.
I ,
~-
.!
! i
! ! :
i
R....
’8RlBOETAIl:
. .I’IR3TOCO,.tMHOPOfT......TSoaDrIIctua__ ------.. . Ralerll re’oo TRUSS SOITQM
OiOROAPEXOETAl.(IoU.UON CONtCTIOffY an "- Ol
’-Cf= .....’.........
"
"
Tl\SboIIlm ~
\..!......--’5OI1llt800ell 5rnnilrll.....,..
II""ClIn:I GI~. ,2M121X1b1l8fll1l;rt.
/ .-
/ /
"
SEcnoN M1
(Mullion Top’: Detail) (120)""?c\’"
""
.<...,..
~~/ ’!I’
e?-LIWIrIl , ’!lUOOOfTAll:
, ’IRlTOCll.I.I.’HBOn0t.4OETAIlZ’
Cl5019 Gin ’lyo"al) Double span oontrnuous
- 1 (\1Nofbridging.~ TIU_ CI’ICItd
~_.
. 1110 00 OETAIl’
,’Bll:3TOCOlUMHBOTTOMQETAl. l’
ELEVATION 4
jWest Elevation) (1:100)
l1XlrSOr<10UAToplJlf\ _FIIIl~oI
uch~~2Nct 11_
’.100.00...
6"", ~fIIM weld..
-...d1l1rUa .0
.2"’16BPJSbob
Mob1000ut
,6!nmlJilrlWIId.
IWIUId <IIV’IWIHr
2M1SU/fBlIoa SECTIONM2
(Mu~tail) (1:20)
"0
.....
Mg..sr.::rflll
r:J[-=~BR3 TO COLUMN BOTTOM DETAIL 2
(1:10)
PROJECT NO
I DATE
SHEET No,l
I~ SHEET SIZE
2320 A 1 ~~AS."ED,ELEVATIONS & BRACING DETAILS 10 \ 11
-
12 13 14 15 16
BRACING MEMBER SCHEDULE:
BR1 = 75x75x3.0 SHS Roof Brace.
BR2 = 75x75x4.0 SHS Wall Compression Brace.
BR3 = 75x75x3.0 SHS Wall Tension (Cross) Brace.
~~ 18 19
~
IA Y
~c
~ ~
I
[ I
G I
1
75o<1!rd10EAG./lrlp ,6mmltllrtWlld"
IIlIUnCIIl~rm
~
I r
r--lM
~-n
10.1.4 - attachment 1
Ordinary Council Meeting - 19 October 2020
SCALE: 1 : 100
2 INTERNAL ELEVATION
SK-01 SCALE: 1 : 100
SCALE: 1 : 100
PEEL DESIGN DRAFTING
31 Marco Polo Drive
~ MANDURAH WA 6210
PIF: 9583 3579 Mb: 0412 576 449
EmalI: [email protected]
CLlENTe
PROPOSED SHED CONSTRUCTION
FOR M DAGOSTINO
434 KARGOTICH ROAD
OAKFORD
BUILDER:
SCALE
DATE
DRAWN
(HECK
(AD FILE
AS SHOWN
MAR(H 2020
R HARRIS
dwg no.
4 INTERNAL ELEVATION
SK-01 SCALE: 1 : 100
SK-04
OACiOSTlNO SHfO (OHSTRUCTI0f4
C/IOgI;ooI"~~.D...t1Glr.lCIl’021XJ5oI"’"
IContent Manager - sshaw - Tuesday, 18 August 20201
10.1.4 - attachment 1
Ordinary Council Meeting - 19 October 2020
Ground Floor
o
2 BUILDING ELEVATION - REAR
SK-01 SCALE: 1 : 100
Ground Floor
o
3 BUILDING ELEVATION - FRONT
SK-01 SCALE: 1 : 100
~
~ ~
PEEL DESIGN DRAFTING 31 Marco Polo Drive
~ MANDURAH WA 6210
P/F: 9583 3519 Mb: 0412 516 449
Email: [email protected]
Ground Floor
o
Ground Floor
CLIENT:
PROPOSED SHED CONSTRUCTION
FOR M DAGOSTINO
434 KARGOTICH ROAD
OAKFORD
1 BUILDING ELEVATION - RIGHT
SK-01 SCALE: 1 : 100
4 BUILDING ELEVATION - LEFT
SK-01 SCALE: 1 : 100
BUILDER:
SCALE
DATE
DRAWN
CHECK
AS SHOWN
HARCH 2020
R HARRIS
dwg no.
SK-03
CAD FiLE DAGOSTINO SHED (OHSTRU(ltof(
o..,.....s....,c.0gII00!iaulllzmn02020l. "’"
IContent Manager - sshaw - Tuesday, 18 August 20201
10.1.4 - attachment 1
Ordinary Council Meeting - 19 October 2020
0-
@---
@}-
@)-
0--
r T f f t ..,,, tt t f f f T---0
-----0
~ ----0
---0
------
~ I~=~~~ ~~ ~ ~~ ~ ~ ~ 6ROOF PLAN SCALE: 1 : 100
PEEL DESIGN DRAFTING 31 Marco Polo Drive
~ MANDURAH WA 6210
PIF: 9583 3579 Mb: 04’2 576 449
Ema1t: [email protected]
CLIENT:
PROPOSED SHED CONSTRUCTION
FOR M DAGOSTINO
434 KARGOTICH ROAD
OAK FORD
BUILDER:
SCALE
DATE
DRAWN
CHECK
dwg no.AS SHOWN
HARCH 2020
R HARRIS SK-02
000p0I....She~...~12i0312D2’011.Sl"5_
(AD FILE DAGOSTINO SHED (QtoISTIWCTION
IContent Manager - sshaw - Tuesday, 18 August 20201
10.1.4 - attachment 1
Ordinary Council Meeting - 19 October 2020
e 2
A
51935191
r-,’" ,::,’
’f;
I:fl
5193
B -I ." ------- -_.
-r
6 8 9 12
5793 5193 57’13 5193 5193 5193 579J
r-,’" r-,’" ~’? ~’? ~’? ~’? ~’?,::,’
’f;,::,’
’f;1"" ,::,rG’ 1
""1""
1""
I:fl I:fl f1>\S I:fl f1>\S f1>\S r-,<:>\S
-
iI
i
!...~I
I ,::,rG’i I:fl
--0----r ---,._.-.-.- - " _. ------- - ------- - ------- - -
r-,’" ,::,’
’f;
I:fl
...~ 1""
f1>\S
8....~ 1""
f1>\S
WAREHOUSE (1609 m’)
I FFL 0.000 I...~ 1""
f1>\S
,e-c
3
------~----- - ----- - -r- - -~.
1
,. -- ------ ---
i--- - - I- -
~ SK.
...~ 1""
f1>\SI
4- --- ------
i- - _. - ----I-- - ---- ---------------1-_.
I
- ---.,----_. --"
...~ 1""
r-,<:>\S
--0D
~
~’? r-,’" ~r-,’" r-,’" r-,’" r-,’" r-,’" ~’? ~’? ~’? ~’?1""
,::,’’f;
,::,’ ,::,’’f;
,::,’’f;
,::,’’f;
1’f;
1""
1""
1""
1""
f1>\S r-,<:l r-,<:l I:fl I:fl I:fl f1>\S f1>\S f1>\S f1>\S f1>\SE
., .’ . J.-
~ ~ ~ ~AA
~ ~ ~ ~ ~ ~ ~SK~3
3
~
GROUND FLOOR PLANSCALE: 1 : 100
~’? 1""
r-,<:>\S
----
12
PEEL DESIGN DRAFTING 31 Marco Polo Drive
~ MANDURAH WA 6210
PIF: 9583 3579 Mb: 0412 576 449
.
Emall: peeldeslgnOoptusnel.com.au
CLIENT:
PROPOSED SHED CONSTRUCTION
FOR M DAGOSTINO
434 KARGOTICH ROAD
OAKFORD
BUILDER:
SCALE
DATE
DRAWN
CHECK
CAD FILE
AS SHOWN
MARCH 2020
R HARRIS
dwg no.
SK-01
~sr.aeo.--...~UOl’2CQD1’~2$_
DAGOSTINO SHED CONSTRUCTION
IContent Manager - sshaw - Tuesday, 18 August 20201
10.1.4 - attachment 1
Ordinary Council Meeting - 19 October 2020
cp cp cp cr cp cp y cp cp y cp cp
Ground Floor
o
BB BUILDING SECTION - BB
SK-01 SCALE: 1 : 100
y cr y cp C( I
3.00. 3.00.
~ ,J ~o
.... ~
AA BUILDING SECTION - AA
SK-01 SCALE: 1 : 100 PEEL DESIGN DRAFTING 31 Marco Polo Drive
~ MANDURAH WA 6210
PIF: 9583 3579 Mb: 0412 576 449
EmaI1: [email protected]
CLIENT:
PROPOSED SHED CONSTRUCTION
FOR M DAGOSTINO
434 KARGOTICH ROAD
OAKFORD
BUILDER:
SCALE
DATE
DRAWN
CHECK
AS SHOWN
MARCH 2020
R HARRIS
dwg no.
SK-05
(AD FILE DAGOSTINO SIIfD CONSTRUCTION
D.vr.-"’SI’Iod~.o.Iir..fII2m’lIXIZOOZ~~
IContent Manager - sshaw - Tuesday, 18 August 20201
10.1.4 - attachment 1
Ordinary Council Meeting - 19 October 2020