10.1.4 - attachment 1 - Shire of Serpentine–Jarrahdale

Arena

10.1.4 - attachment 1

Ordinary Council Meeting - 19 October 2020

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-~bB" END TRUSS BOTTOM CHORD

APEX DETAIL (MULLION CONNECTION) (110)

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..--- ThO 7!10 .50.

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_;;., =crit :’Id 50

PURLlN STIFFENER OETAIL

(1:20)

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~ CHORD APEX DETAIL

(110)

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-50

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PURUNJGIRT LAP DETAil

(1"20)

..---10lr11X’llt90_

-f\lIP*""__ "~IOCI’O’C

..!l,Id~dtd" c~R:II_""

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.....

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TRUSS FLYBRACE DETAIL --.

(120)

F............./

F......~Io-’ IiIIcI...p:m

M:,O..tl -----z . MiesIll’’Mlb

.5mm~HrI8Jd"

IO’CU’OdIOMtlrod

.....

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5Cb6Or’OSHSo.rt-war-’ SlIIIIlWI!-....II!tIl

.........

L4JJ320tS1ruaWeII{1ypaI) .&nmu.t......._

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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)

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/

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.

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/

~ IG

~ IH

-L,

,

5000 max to

underside of truss

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CD :::> c:> ’" N

-....-...

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15o:1!Idi.OClH!

.6mnUMweI611

.....-

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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

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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

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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



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I; Note: Columns and mullions not shown in these elevations

for clarity. Their positions are

represented by the grid lines.

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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

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"""’" ~/’; ’"",/

41’/""~ ,’/// """"""

,/" ’....,>~

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"""’....

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.,,//5O,5Ox5.0 EA Column

Rybr (lypical) U"", /

BR2

-------;_.

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""’/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 ,^---’

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41/i",~

4 _.

,’IfOOODeTAl.’ . ’!ITOCOltMf80TTOMOU....."

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/:~:...... <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,

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, ’ERJENODETAl’

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15;J5,(80s.r

ful,..,mbon1Ollid BR1I2.._

...

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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

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--=-, ,

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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

....

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: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

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""~...l // 41/r,~ "

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. .8R3000fT...... ’ Toca..lRoIieonoMOETAll’

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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

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’BR3EtOETAl’

,’Eft3TOCll.lUIiOPOETAl. l’

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.........

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’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.

/ .-

/ /

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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

~

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~ ~

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1

75o<1!rd10EAG./lrlp ,6mmltllrtWlld"

IIlIUnCIIl~rm

~

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r--lM

~-n



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



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:


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. "’"




0-

@---

@}-

@)-

0--

r T f f t ..,,, tt t f f f T---0

-----0

~ ----0

---0

------

~ I~=~~~ ~~ ~ ~~ ~ ~ ~ 6ROOF PLAN SCALE: 1 : 100


~ MANDURAH WA 6210

PIF: 9583 3579 Mb: 04’2 576 449

Ema1t: [email protected]

CLIENT:


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




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A

51935191

r-,’" ,::,’

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5193

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6 8 9 12

5793 5193 57’13 5193 5193 5193 579J

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--0----r ---,._.-.-.- - " _. ------- - ------- - ------- - -

r-,’" ,::,’

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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

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i--- - - I- -

~ SK.

...~ 1""

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i- - _. - ----I-- - ---- ---------------1-_.

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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


~ MANDURAH WA 6210

PIF: 9583 3579 Mb: 0412 576 449

.

Emall: peeldeslgnOoptusnel.com.au

CLIENT:


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




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:


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~~




Documents

10.1.4 - attachment 1 - Shire of Serpentine–Jarrahdale