41

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26

The design ond detail shown on these drawings ore oppticoble to this project only and may not be reproduced in whole or any port or be used for any other purpose without the written permission of FBHS (Aust) Ply Limited with whom copyright resides. The local distributor you ore dealing with is on authorised independent distributor of Fair Dinkum Sheds' products and enters into agreements with its customers on its own behalf and not as on agent of Fair Oinkum Sheds.

I IF IN DOUBT, ASK. J

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CHANGES: - REFER NCE ENGINEERING - FDPJ12004

NOTES: - M12 - DENOTES M12 ROD X-BRACING IN SIDE WALLS - XB - DENOTES X-BRACING IN. END WALLS - ET - DENOTES EDGE THICKENING - EB - DENOTES EDGE BEAM - SWJ - SAWN JOINT DETAIL, MIN. 600mm AWAY FROM COLUMN - DWSJ - DOWELED SAWN JOINT, IN LIEU OF EVERY 3rd SAWN JOINT - SLAB DESIGNED FOR CLASS '10a' STRUCTURE ONLY

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MEMBER LEGEND C1 I C30024

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- SLAB DESIGNED FOR CLASS 'M' 'M-D' SOIL SITE CLASSIFICATION WITH LIGHT INDUSTRIAL SLAB LOADING (UP TO 10kPa) C2 I 2C30024 C3 I C20024 - FOR INTERNAL WALLS USE MULLION SPECIFICATIONS

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(CONTACT)

MCBURNIE GROUP

$1J{;i�dink�lrf 0419 593 592

STEVE HANLEY MCCARTHY STREET

MULWALA

D" Mr Timothy Roy Messer BE MIEAust RPEQ

�

Civil & Structural Engineers Registered P:,¢essional Engineer 2558980 NORTHERN 5 0 Punari Street

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// _ CONSUL TING c�;:

j�;

94?i� ;:;� Signature .. ./...£.� ......... .

engineers Email: des1gn@nceng.com.au l:--=c-========----c.,AB;::

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08=

17_3_5�6 Date ........... ��(9.6ft�?9 .......... . 1=::::::;:::��C::1�1:::-i:C�;;ruduraflOLD :::�::::!!:910 Registered on the NPER in_ the areas of .practice li:t.gbilorod Cor11rylng Enalnoor(S1ruc1ur.,I) N.T. Reun. Nu. 1Hl373ES of Civil & Structural Natmnal Professional :::��;��:::::��:�� :=:�::::�� Engineers Register

The design and detail shown on these drawings are applicable ta this project only and may not be reproduced in whole or any part or be used for any other purpose without the written permission oi FBHS (Aust) Pty limited with whom copyright resides. The local distributor you ore dealing with is on authorised independent distributor of Fair Dinkum Sheds' products and enters into agreements with its customers on its own behalf and not as an agent of Fair Oinkum Sheds.

ROOF PIJRUNS PER MEMBER SCHEOULE ON

SHEfTII

NOTES:

I I I

-

G) ® ,o ©I� -

'I®[ �

ROOFPURUNS PER SCHEDULE

WALL GIRTS PER

MEMBER SCHfOULE ON SHEETII

1 SIDEWALL EXTERIOR ELEVATION 2 SCAl.f: 1•200

ED �����;L INTERIOR ELEVATION

- M12 ROD X BRACING IS REQUIRED IN 4 SIDE BAY(S)

I

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TO PEAK

TO EAVE

T.O. CONCRE�

-

-

-

�11 -��

- X BRACING IS REQUIRED IN 2 END BAY(S), 4 SIDE WALL(S) AND ALL ROOF BAY(S) (BOTH SIDES).

I

I

ROOF PURUNS PER MEMBER SCHEDULE ON

SHEETII

"112 ROO BRACING TO CONN!:CT TO EDGE BEAM

ROOFPURUN!i PERSCHEOUI..E "-

WALlOIRTSPER

MEMBER :;;CHEOVLE ON :iHEETII

/ ·,

'-.""

'-

"112 ROO BRACINO TO CONNECT TO EOGE 6EAM

2 '\ SIDEWALL EXTERIOR ELEVATION 2 j SCALf: I • 200

(-id, "'-"�

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TO PEAK

,,._ ;i

;;q17 / '

'------T-' 'T.O. CONCRITE

3 '\ ENDWALL INTERIOR ELEVATION 2 j SCALE: 1•200

·11�1

- FLY BRACING IS INCLUDED TO BE PLACED ON EVERY SECOND PURLIN AND GIRT ON ENDWALL MULLIONS, INTERNAL COLUMNS AND INTERNAL RAFTERS.

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(CONTACT)

MCBURNIE GROUP

$ IJ&i�dink�m· 0419 593 592

STEVE HANLEY MCCARTHY STREET

MULWALA

o" Mr Timothy Roy Messer BE MIEAust RPEQ

�I Ctvll & Structural Engineers Registered P!91ess1onal Engineer 2558980

NORTHERN 50 Punarl Street /i /./ _ CONSUL TING c�:')�';94;;� ;:�� Signature. J.../.:Zt-:�6L ......... ..engineers Emall: deslgn@nceng.com,au

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�;�,uc1111.l)aLD =::�:�::;!:;9'0 Registered on the NPER in the areas of practice �Rogilto,od cenWy-ln11 Eoglnaor{Struc:1u1111) N.T. Regn. No, 11DTJEs of Civil & Structural National Professional 1::::::�= ��:;::;:�t�� :::�::!:�:::� Engineers Register

The design and detail shown on these drowings ore applicable to this project only ond may not be reproduced in whole or any port or b<e used for any other purpose without the written permission of FBHS (Aust) Pty Limited with whom copyright resides. The local distributor you ore dealing with is an authorised independent distributor of Fair Oinkum Sheds' products and enters into agreements with its customers on its own behalf and not as on agent of Fair Oinkum Sheds.

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1 INTERNAL FRAME SECTION 3 ::CALE: 1 •100

(CONTACT)

MCBURNIE GROUP 0419 593 592

STEVE HANLEY MCCARTHY STREET

MULWALA

'· '­

·,M12ROO

eASECLEATv.1TH2 IMCONR'I' ANCHORS

emmK50K250 Fl.AT .PLATE WITH M12 BOLT WELDEO TO CLEAT

CD ��2, �,�□ BRACING BOTTOM FLAT PLATE

M12ROD

200ll75dlmrn L ANGLE flXEO AT TOf> Of' COLUMN 'MTH

21M1llBOLTS,'MTHWT THREAO ON M12 ROO

EAVE PURUN LOCATION

3 M-12 ROD BRACING TOP L BRACKET 3 SCALE: 1•:25

&-M18 CHEMICAL ANCHORS 6mmFLATPlATE �EPLATE

!!DOE OF SLAB

! I NDICATES EOOE 01'"

).

COLUMWOOOR JAMB I

BA:.e PLATl!:v.1TN&--M18 Ola CHEMICAL ANCHORS TO EOOI:! TNICl<ENING, BOLTS TO

HAVE MIN. 100nvn EOCE DISTANCE, EMBEDDED 200mm INTO FOOTING BELOW.

ED ���,�D BRACING TO SLAB

M12ROD

Refer to Sheet #4 for concrete specification.

{f; �1...,1

Civil & Structural Engineers Mr �imothy Roy Messer BE MIEAust RPEQ

NORTHERN 50 Punan street RegrStered P�ssional Engineer 2558980

• d' k . CONSUL TING CurraJong, Old 4812 1 /./ _Ir In um 1eng1neers

. . _Fax: 07 4125 5850 Signature .....•. £� ..

-I .i____ Email. des1gn@nceng.cDm.au

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56 Date ........... ��(�.�-���?. ......... .

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,. ::::::::: :;:::�:;::�:� �� · ·

.:::: ::::: i6'i:i;,' of Civil & Structural National Profession; ce

RCtfln.No.cCS6AaM Engineers Register

The design and detail shown on these drawings ore opp!icoble to this project only and may not be reproduc-ed in whole or any port or be used for any other purpose without the written p,:rmission of FSHS (Aust) Pty Limited The local distributor you ore dealing with is on au thorised independent distributor of Fair Dinl-(um Sheds' products and enters into agreements with its customers on its own beholi and not as on agent of Fair Dinkum Sheds .

with whom copyright resides.

ENGINEERING SPECIFICATION: re1ultlng from romovol of soft 1pot1 or t1co 1tump1, cont::u:t the engineer. � LANDSCAPING & MAINTENANCE � f���ne�����:I: a

tom�im

g�n�r;s��lnl:i�J:r

dltl�:n!:;; ���1:;:�

�"n ���:i�J �:� . 1crvlcc1 bcne:ith sloba wherever poulblc. Whore 1e!vlcaa ore placed IH!nc:ilh Trcea mlAI be kept well ov,ay from tho bulldlng. This. drDw ing 1haU be read In conjunction with Fair Dlnkum Homea nnd Shed1 eompnctlon) for cohe1lve 10111, ond to :i minimum �cnlity lndex of 70% for cohe1!on _ P�ovlde 40mm of nciriblo 1eolont / lo,gglng between Recommended minimum dil;t::ince of ot lo.:i,t the height of :i Drawing,. Ina 10111, �fairimum fill depth 900mm, refer to engineer II groator depth of 111111 iflpeoand penclrDtod concrete. m.:iturc lroo ond 1,Stlmcr. lhl1 fer a group of tree1.

required. II 11 the bu!lder'1 re1pon1lblllty to tor.I the ccmpacflon to an&1.1ro compll:inc:o, - Provide o nexlbla Joint each Gide of the concrela and another Allow 1or l11lh1 to wru:itc,, sol downo for !Uos & woother 1top,. All eo11h work lo be In accordonce with AS3798-2007, within 500mm UjfGtream and downstream. ereot!og: a thort length

of pipe each 1lde of the 5hort pipe throlJgh the concrete. Tho builder should Instruct the owner of hll/hcr rc,r.ponr.lbllity for ma!ntonanco of the :ireo around the bullding In

At aU dmoa during con1tructlon water mu1l bo drained away from the building, Ponding must not be allowed to remain along tho 1lde1 of fho building or In trenche1 c:Jo,e to the building.

All downplpe1, top outlel1, condensate, druln• otc, ore to be dr:ilnod aw:iy from tho bu!ldlng end dlachorgod lo on outfall or on aroa remote from tho bulldlng.

Reier to engineer for footlngr. detoll1 if site condltiono other than ouumed ara encountored.

The ground and 1lab1 ore to be treated for termite, In oc:cord:ince w!lh Aul.trullan Stand:1rd1 ond councll requlremenll. (Optional for Cbu 10a 11ruc1ure1).

Damp-proofing membrDnec. lo be provided under Glob In South AuGtrulla end ereaG prone to rl1lng d11mp and Golt attack. (Optional tor CIIIGo 10a r.lnlclures),

A 1110 1pecif'tc Geolechnlcol lnvOGllgat!on 11 r•commended.

�lp:��IP.'

r:::rJ:d �!�lf�:!�;

l�c�t• n11tural, und!1turbed g10und unloH written

Tho builder ir. lo check for ,on 1po!J that rru,y eld1I under f00tlng1 and contoc:t the engineer if in doubt to the foundation qLltllity. All vegcltltlon and 10ft 10!1 benc.:ith �•b• and footing, arc to IHI remcved before et,Mlruction ol fining commence,. In the

f;!:��:i!finbcoe

::o::!�1�e

(7����g ��e1��1n

1�ot�)�

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hba��fn�'!��I��:

COLUMNI---++--�

CONCRETE

AJI ccncrotc d■tallo and placement wn bo performed in accordance with AS3600.

Minimum 1lrongth, Footing, N25 MPa, lntern:il Slobr. N25 MPa, Expo1ed Slab■ N32 MPa. M.:ixtmum slump to be 80mm, m.:ix. 20mm ::,ggregatc, All concreto II to be mech:mlcany vlbrDtod and cured by an Dpproved method for • minimum of 3 d11y1. Wa recommend CLXing of r.l:,b1 with ULTRA-CURE liquid momb1ane forming curing compound, For concrete members poured within 1km of the cont er for mombors In cont.:ict with wolor, tld.:il or 1pl111h ZOMI ref or lo onglneer for additlon::il requlremonl1.

Concrete, NOT to be pcured In temperatures belcw 5•c OR above 35"C,

Provide 2-N16 borG 1500mm long to ufo of mHh adjacent ro-entrunt comora, Where reinforcement. hos bean cut to provide for gervlces, an oquiv.:ilenl amount of trimming reinforcement Is to be placed eoch side of the Gervlce.

Reinforcement lo to be oupportcd on a.!Jprovod bot choiro at 800 max. contrea In both dlroc:tlon■.

Unlo11 othorwlt.o noted, the following minimum reinforcement r.pllco1 arc required:

N12- 600mm lop

���fo�=��� - One grid ovcrt:,p plua 25mm. Trench mesh - 600mm

Service tronch lnvol1■ ore to slope DWl:ll from the footing• and be backfilled and compacted with cl.:iy from tho 1ito. Flexlb e jolnt1 arc to bo provided where 1ervlcc1 adjoin lhc building,

SLAB DESIGN LOADINGS

LIGHT INDUSTRIAL

�eC::e�f::u::!'o e!:�i 1r:':!e!n��·1u�r� �:�=�

lolly Yt

ilh

• Ughtator:ige(up lo 10kP::,) • Forkli� ax!" lo:id approldmat"IY .. 2.5 x rated c.,p:zcity (confirm with monuf.rcturors 'P('Clfic.rrioM)

• Ugh t lndull.rlBI activity (max. axto load • 6.St, appro1<. 2.5r forldifr)

- Recking loads (2.St max. concentreted p01lload, 1.0m mln.1p11cing1)

- Gar:igt11 m.:ilnly for commercial vohlcl01 up lo81GVM

SITE CONCRETE SLAB LOADING CLASS STRENGTH

M, Ught lnd1.11triol 32MPD

M-D

- Ground conditions min. 100 kP:i & 3 CBR.

- Rt:fer to £nginoer If tiled Rooting or infarn:,f walls 11,a to bo used within the 1tructura.

ADDITIONAL UNDER SLAB SlAB SlAB RECOMMENDED DSWJfSJ JOINT REINFORCEMENT SITE FILL FILL THICKNESS REINFORCEMENT JOINT SPACING REQUIREMENTS

NIA 150mm thick CBR2S 150mm Sl.82 me1h, 30 Gm (7.Sm max.) R20 Bore ot 450

gruvelbuo. top cover max.etc.

!:!QI£: For bullding without ,l.rb, rt1ft:r to Multibulld cpt!ciffc.rtlon,.

Dowel

::� 1:��i'{;��� (b��;�':;�:�:� :o!;�j:�1!�: lostod in occordance with AS379B-2007 'Gu!dollne1 on En11hworh for Commerclot and ReoldenUol Oevclopmcnto'.

Refor totoblefor oha; dot.oils. Compacleg

fill lino, 1000 min.

l AC.,.,,-----�""""[ • t� .-�t

rSl:lbFMl

'�:�_-::'�':,:�f::%if<::\ :'.:-:��''Jir"f-.>',,;_ ,y.1,;.•���W,,,;t1�l-,�11�)� ...... ·,.�, :,,(Al,0:<,:<.� .• ,.,:,,.{,-.w,..;.��lx .2:U:c(;, ..... <:, ,.,..,.'C&.,.,;/.v.','.�,:-.:;,..;;,_�-�11

"- Strip felp=oll b�fore lllllng.

FOOTINGS AT COLUMN/ ADDITIONAL INFORMATION MULLION LOCATION

Aaper Mullibuild de1ign Information

Ro for to ArchllocturDI Provldo full

·Erwr � 8 ' 400 min 1QQ.§I

CLADDING COLUMN---+IH+--BASE CLEAT INITH 2 MASONRY ANCHORS

SLAB JOINT INTERS_ECTION D_ETAIL

TYPICAL FILL UNDER SHED SLAB PROFILE �.,.,,, .,.,.=± 8-- TYPICAL SLAB RECESS

,n,1:0

�ALL

EDGE THICKENING BEYOND. SHOINN

DOTTED

I I

___ _j

DIAMETER x DEPTH 600 x 900 (mm)

�THICKENING DETAIL �

30mm CRUSHER OUST

COMPACTED FILL AS PER SPECIFICATIONS

CLADDING

RS UGS O 1200 CTR6 MAX.

N16 BAR CONTINUOUS

LOCAL THICKENING� BEYOND,;��� _____ -

WIDTH x DEPTH 200 x 300 (mm)

�HICKENING DETAIL �

TYPICAL SLAB AND FOOTING LAYOUTS

FOR 'M' & 'M-D' CLASS SITES

For NCC class 7,a, 7b, 8, 9b and 1 0a buildings

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(CONTACT)

MCBURNIE GROUP 0419 593 592

STEVE HANLEY MCCARTHY STREET

MULWALA

COMPACTED FILL A6 PER SPECIFICATIONS

Dcwel crodlo. Refer to toblelorrelnforcomcnt roqulroments.

40mm deep �w cut. Relor to toblofor rolnrorcementsl:o&covtir.

0.2V.:ipourbarrlor. (Optional for CloH 100 structurea). 30mm crl4her dur.t.

100

DoW1!l cn,dlo, Rerer to toblefor rolnforcoment requlromentD.

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JOINTING NOTES: 1. A DSWJ or SJ joint� provided In Uou of every I!::!lB.Q. SWJ Joint. 2, Joln!G lo be locoted min. 600 from column locatlonG. 3. Crock inducer !a recommended for 1labs gre::»ler than 150 th!ck, 4.Whore po1nible,jointaahould bo locatod to creato squore sltlb p11nol;.

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Mr �imothy Roy M�sser BE MIEAust RPEQ

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The design and detail shown on these drawings are applicable to this project only ond may not be reproduced in whole or any port or be used for any other purpose without the written permission of FBHS {Aust) Pty Limited with whom copyright resides. The local distributor you ore dealing with is on authorised independent distributor of Fair Dinkum Sheds' products and enters into agreements with its customers on its own behalf and not as on ooent of fair Dinkum Sheds.

NOTES: GUIDE TO THE INSTALLATION OF TEMPORARY BRACING BRACING MATERIALS· THE SHED ERECTOR TO SUPPLY SPECIFIC BRACING. (REFER TO INSTALLATION GUIDE MANUAL FOR THE TWO METHODS OF CONSTRUCTION) SUITABLE RIGID MEMBERS CAPABLE OF TENSION AND COMPRESSION OR OPPOSING ,-��������������������������������-------------------------_!""" ____________________ _ CHAINS OR OPPOSING LOAD RATED RATCHET STRAPS TO BE USED. (RIGID BRACING AS SHOWN ON DIAGRAM) ROPE BRACING SUITABLE ONLY FOR SMALLER STRUCTURES IN IDEAL CONDITIONS.

BRACING LOCATION • TEMPORARY BRACING TO BE ERECTED AS CLOSE TO 45 DEGREE ANGLE AND FIXED TO THE TOP OF THE COLUMN OR MULLION TO ACHIEVE THE OPTIMUM EFFECTIVENESS. IF THERE IS NOT ENOUGH SPACE FOR A 45 DEGREE ANGLE, THEN 20 DEGREE ANGLE IS TO BE THE MINIMUM ANGLE ALLOWED (REFER TO DIAGRAM). RIGID TEMPORARY BRACING MEMBER TO BE BOLTED TO HEAVY ANGLE PEGS HAMMERED INTO THE GROUND OR TO A BRACKET, MASONRY ANCHORED TO THE SLAB.

BRACING REMOVAL· TEMPORARY BRACING TO REMAIN IN PLACE UNTIL CLADDING IS FULLY INSTALLED WHERE POSSIBLE. IN NO CASE SHOULD TEMPORARY BRACING BE REMOVED UNTIL ALL PURLINS, GIRTS (AND PERMANENT CROSS BRACING WHERE USED) ARE FIXED.

SITE SAFETY· DUE CONSIDERATION TO BE GIVEN TO SITE SAFETY IN REGARD TO LOCATIONS OF BRACING AND PEGS.

GUIDE APPLICATION· TEMPORARY BRACING AS DESCRIBED IS A MINIMUM REQUIREMENT FOR AN AVERAGE, STANDARD SITE CONDITION. PROVIDE ADDITIONAL BRACING FOR MORE SEVERE AND/OR HIGH EXPOSURE SITE CONDITIONS. ADDITIONAL BRACING TO BE USED AS AND WHERE NECESSARY TO ENSURE THAT ENTIRE FRAME IS RIGID THROUGHOUT CONSTRUCTION. RESPONSIBILITY FOR ENSURING STABILITY OF STRUCTURE REMAINS WITH THE BUILDER.

TILT UP METHOD FOR STRUCTURES UNDER 9M SPAN, LESS THAN 3M HIGH AND LESS THAN 1 ZM LONG

A. ASSEMBLE THE FIRST SIDEWALL FRAME (COMPLETE WITH WALL SHEETING, BRACING AND GUTTER) ON THE GROUND AND LIFT ASSEMBLED SIDEWALL FRAME INTO POSITION. FIX OFF TEMPORARY SIDE BRACING TO EACH END (REFER TO DIAGRAM). FIX BASE CLEATS.

B. ASSEMBLE THE SECOND SIDEWALL FRAME AS PER FIRST SIDEWALL FRAME. LIFT INTO POSITION. FIX OFF TEMPORARY WALL BRACING TO EACH END (REFER TO DIAGRAM) FIX BASE CLEATS.

C. FIX GABLE END RAFTERS TO COLUMNS TO TIE WALLS. PROP APEX UNTIL ENDWALL MULLION AND APEX TEMPORARY BRACE ARE FIXED OFF. IF NO MULLION IS REQUIRED THEN PROP AND BRACE APEX UNTIL CLADDING IS COMPLETE.

D. INSTALL REMAINING RAFTERS. AS EACH RAFTER PAIR IS INSTALLED, AT LEAST ONE PURLIN PER 3M OF RAFTER LENGTH IS TO BE INSTALLED TO SECURE RAFTERS.

E. INSTALL REMAINING PURLINS F. INSTALL KNEE AND APEX BRACES IF AND WHERE APPLICABLE. G. REPEAT FOR LEANTO'S.

FRAME FIRST METHOD FOR STRUCTURES OVER 9M SPAN, GREATER THAN 3M HIGH AND GREATER THAN 12M LONG

A. ASSEMBLE PORTAL FRAMES ON THE GROUND (WITH KNEE AND APEX BRACES IF AND WHERE APPLICABLE). LIFT THE FIRST PORTAL FRAME ASSEMBLY INTO POSITION. FIX OFF TEMPORARY END BRACING (REFER TO DIAGRAM). FIX BASE CLEATS.

B. PROP APEX UNTIL ENDWALL MULLION AND APEX TEMPORARY BRACE ARE FIXED OFF. IF NO MULLION IS REQUIRED THEN PROP AND BRACE APEX UNTIL CLADDING IS COMPLITT.

C. THE SECOND PORTAL FRAME ASSEMBLY TO BE LIFTED INTO POSITION. FIX EAVE PURLINS AND AT LEAST ONE PURLIN PER 3M OF RAFTER TO SECURE FRAME ASSEMBLY. FIX BASE CLEATS. FIX TEMPORARY SIDEWALL BRACING.

D. STAND REMAINING PORTAL FRAME ASSEMBLY AS PER STEP C, FIXING TEMPORARY SIDE WALL BRACING TO EVERY SECOND BAY. BRACE OTHER END PORTAL FRAME AS PER FIRST PORTAL FRAME.

E. INSTALL REMAINING PURLINS AND GIRTS. F. REPEAT FOR LEANTO'S.

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1 TILT UP METHOD DIAGRAM

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