SITE PLAN · SHED PORTAL COLUMN SHED PORTAL RAFTER 'U' Bracket for Fascia Purlin 2 or 3/12-14 x 20...

McLucas Pty Ltd Trading As

1149 Middle Road PEAK CROSSING Q 4306 Ph: 0411 550 525 Email: [email protected] ABN 92101071050 | QBCC 728248

SITE PLAN

X = PROPOSED HOUSE & PATIO

INSET: PROPOSED HOUSE 9M X 34M & PATIO 8M X 10M

X

Proposed house & patio site

6090

4772

Left Elevation

6090

4772

Right Elevation

8000 4000

3700

3490

15°3°

Front Elevation

4000 8000

3490

3700

15°3°

Rear Elevation

(copyright © 2012-2020 C

onXSteel, Building Created: 23/01/2020 Printing D

ate:26/01/2020 Version 2.5.7.0) All designs and or intelectual m

aterial on this page is the property of D&G

Steel Sheds Netw

ork (ww

w.dngsteelshedsnetw

ork.com.au)

Customer Signed Date Management Signed Date

ElevationsEverlastsheds

Job#: DG

PC23167

Client Address: 34 D

rapers Road W

est, Wanora Q

LD, 4306

Client: TIM

SPALLBuilding Type: Shed

Proposed BuildingFor

TIM SPALL34 Drapers Road West

Wanora QLD 4306Lot No: RP No:

D & G Steel Sheds NetworkJob#: DGPC23167

Site MapFor

TIM SPALL34 Drapers Road West

Wanora QLD 4306D & G Steel Sheds Network

TIM S

PALL

34 D

rape

rs R

oad

Wes

t Wan

ora Q

LD 43

06

TIM S

PALL

34 D

rape

rs R

oad

Wes

t Wan

ora Q

LD 43

06

TIM S

PALL

34 D

rape

rs R

oad

Wes

t Wan

ora Q

LD 43

06

TIM S

PALL

34 D

rape

rs R

oad

Wes

t Wan

ora Q

LD 43

06

AWNING PLAN VIEW (Partial)

Roof sheeting as specifiedAwning Column Spacing

(Max 6.0m)Gutter as specified

'C' section Fascia purlin

'C' section Rafters'Topspan' PurlinsCross Bracing Strap

'C' sectionAwning Columns

Footing and hold downbolts as specified

Building PortalFrame Spacing CONCRETE:4.

(EXPOSURE CLASSIFICATIONS A1 & B1, 1-50 KM FROM COAST).ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITHAS.3600-2001.CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES:-FOOTINGS: F'c = 20 MPa @ 28 DAYS; 20 NOM AGGREGATE; 80 SLUMPSLABS.:- F'c = 25 MPa @ 28 DAYS.ALL CONCRETE SHALL BE CURED BY APPROVED METHOD FOR 7 DAYSAFTER POURING.

REINFORCEMENT:5.

ALL MESH TO CONFORM WITH AS 1304.'N' DENOTES HIGH YIELD DEFORMED BAR, GRADE 400.'SL' DENOTES WELDED FABRIC, GRADE 500.

MINIMUM CLEAR CONCRETE COVER:6.

FOOTINGS:- TO GROUND SURFACE: 75mm.SLABS:- FORMED AND SHELTERED LOCATION: 30mm.

FORMED AND EXPOSED: 40mm.TO GROUND SURFACE: 65mm.

MINIMUM REINFORCEMENT LAPS:7.

'N12' BARS: 500mm LAP.'3-L8TM' & 4-L8TM' MESH: 425 END, 225 SIDE.

BOLTING:8.ALL BOLTS TO BE M12 OR M16 ZINC PLATED.

BRACING:9.

COLUMNS- EVERY THIRD GIRT RAFTERS- EVERY FOURTH PURLINSTRAP. SPACING:-G.I.MIN.0.8x100BETOBRACINGFLYALL

BAYS.BRACEDBETWEENUNBRACEDLEFTBAYSCONSECUTIVE3THANMORENOWITH

BRACEDFULLYBAYS2OFMINIMUMAPROVIDEMORE:-ORBAYS5FORBRACED.FULLYBAY1OFMINIMUMPROVIDEBAYS:-4TOUPFOR

SCREW.TEK1OFMin.WITHGIRTSORPURLINSINTERMEDIATEWITHINTERSECTEACHTOAND

SCREWSTEK3WITHPORTALSTOENDSATFIXEDSTRAPG.I.MIN.0.8x30USE

BASE PLATES:10.

GENERAL:1.THESE NOTES AND STRUCTURAL DETAILS ARE TO BE READ IN CONJUNCTIONWITH THE ASSOCIATED SPECIFICATIONS FOR THIS PROJECT.THIS DESIGN IS ONLY APPROVED FOR USE WHEN PROVIDED WITH STRUCTURALLAYOUT SIGNED BY THE SAME APPROVED SIGNATURE AND WITH AN ADDRESSSPECIFIED.THIS SPECIFICATION IS JOB SPECIFIC AND IS NOT AUTHORISED OR TO BE USED AT ANYTIME FOR ANY BUILDING OTHER THAN THE BUILDING SPECIFIED ON THE SIGNEDPLANS. IF THE BUILDING IS MOVED THEN A NEW CERTIFICATION IS TO BE ISSUED FORTHE NEW LOCATION.STRUCTURAL STEELWORK:2.

DEAD, LIVE AND WIND LOADS IN ACCORDANCE WITH AS 1170.1 AND 1170.2 - 2002, AND 4055 -1992.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH "THE BUILDING CODE OF AUSTRALIA".ALL FABRICATION TO BE IN ACCORDANCE WITH AS 4600 - 1996, "COLD FORMED STEELSTRUCTURES CODE".ALL MATERIALS TO CONFORM WITH AS 1397, "STEEL SHED AND STRIP".ALL FIXINGS, TEKS, MASONRY ANCHORS ETC SHALL BE INSTALLED TO THE MANUFACTURER'SREQUIREMENTS.CLADDING AND CLADDING FIXING TO BE MANUFACTURER'S SPECIFICATION.FOOTINGS/SLAB:3.

THE FOOTINGS AND/OR SLAB HAVE BEEN DESIGN FOR A CLASS 'M' AND 'H' SITEWITH A MINIMUM BEARING CAPACITY OF 100 KPA.THE SHED IS NOT DESIGNED AS A LIVE-IN RESIDENCE AND THE ENGINEER SHOULD BECONTACTED IF THIS IS REQUIRED.IF SITE CONDITIONS VARY FROM THOSE SPECIFIED, INCLUDING BUT NOTLIMITED TO: a) CLASSIFICATION b) SITE CUT/FILL c) WATER OR DRAINAGEPROBLEMS d) LANDSLIP OR STEEP/UNSTABLE SITE e) VARYING SOIL PROFILEACROSS THE SITE f) PROPOSED USE OF SHED AS CLASS 1 BUILDINGg) IMPOSED LOADS, ENGINEERING ADVICE SHOULD BE SOUGHT FOR THEFOOTING/SLAB DESIGN.ALL SITE PREPARATIONS ARE TO COMPLY WITH AS.3798-1996 GUIDELINES ONEARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS.ENGINEER TO ADVISE.

BASE PLATES ARE TO BE 3mm THICK MINIMUMOPTIONAL: 5mm THICK.

PROPOSED AWNINGLOT

REVISIONS

SHS COLUMNS (ALTERNATIVE)

FOR C3:

AWNING RAFTER

SHSCOLUMN

STIFFENING KNEE PLATE

FASCIAPURLIN

KNEE CONNECTION FORSHS COLUMN ALTERNATIVE

BOLTING TO RAFTERMAY BE REDUCED TO FOURFOR AWNING SPANS 3.0m & 3.5m

M12 BOLTS THROUGH SHS POST

M12 BOLTS

'U' BRACKET FORFASCIA PURLIN

2 or 3/12-14 x 20TEK SCREWS

'X'

'Y'

X = 500mm FOR MAX. 4.2 m HIGHX = 650mm FOR MAX. 6.0 m HIGHY = 600mm FOR SPANS MAX. 4.6 mY = 900mm FOR SPANS MAX. 6.0 m

TIM SPALL

34 Drapers Road West Wanora QLD 4306

AWNING COLUMNC/SECTION OR SHS

MAXIMUM HEIGHT AWNING SECTION

AW

NIN

G H

EIG

HT

AWNING SPAN BU

ILD

ING

HE

IGH

T

REDUCED HEIGHT AWNING SECTION

AWN

ING

HE

IGH

T

AWNING SPAN BU

ILD

ING

HEI

GH

T

HOOK BOLT OPTIONDYNABOLTS

3mm 'U' Bracket for Column(5mm 'U' Bracket optional)

3mm 'U' Bracket for Column(5mm 'U' Bracket optional)Dyna-bolts

MAXIMUM HEIGHT AWNING SECTION

AWNING RAFTER

AWNING ROOFING

SHED

PO

RTA

LC

OLU

MN

SHED PORTAL

RAFTER

'U' Bracket for Fascia Purlin

2 or 3/12-14 x 20 TEK Screws

M12 Bolts through rafter web

Install extra screws to each of 3 ribsadjacent to each portal column 12-14 x 20 TEK Screws

Lap Awning sheet under shed roofing

M12 Rafter bracket mounting boltsRafter Connection Bracket

Wall sheet can be extendedand notched around rafterAwning Column

Bracket for Rafter

M12 Bolts

AWNING RAFTER

AWNING ROOFING

SHED

PO

RTA

LC

OLU

MN

'U' Bracket for Fascia Purlin

2 or 3/12-14 x 20 TEK Screws

Install extra screws to each of 3 ribsadjacent to each portal column

Turn up pan of sheeting

Rafter Connection Bracket

M12 Rafter bracket mounting boltsM12 Bolts through Rafter Web

Awning Column

Bracket for Rafter

M12 Bolts

Fascia Purlin

Fascia Purlin

Flashing

Wall sheet can be extendedand notched around rafter(Put in extra wall girt where distancefrom next girt exceeds 400mm)

REDUCED HEIGHT AWNING SECTION

VIEW 'A'

VIEW 'A'

VIEW 'A'

VIEW 'A'

NOTE:

Footing Dimension. Refer - Data Table

TYPE: A

TYPE: B

PROPOSED AWNINGLOT

REVISIONS

BAY SPACING FASCIA PURLIN SECTION

C10010

C15010

C20015

C25024

FASCIA PURLIN TABLE:

2/12 GAUGETEK SCREWS

2/12 GAUGETEK SCREWS

TIM SPALL


PROPOSED SHEDLOT

REVISIONS

BUILDING SPAN (S) - REFER TABLEOUTSIDE OF FASCIA PURLINS

PROVIDE FLY BRACINGAS DETAILED ONSPAN TABLES

SELECTED WALL SHEETING FIXED TOMANUFACTURERS SPECIFICATIONS

PORTAL FRAME SECTION

TYPICAL INTERMEDIATE

DETAIL 3

DETAIL 2

10ª - 20ª ROOF PITCH FASCIA GUTTER1200MM

HEI

GH

T (H

) TO

EAV

ER

EFER

TAB

LE

TYPICAL FRONT / REAR WALL ELEVATIONWALL SHEETING NOT SHOWN TO DISPLAY FRAMING MEMBERS

GENERAL:1.THESE NOTES AND STRUCTURAL DETAILS ARE TO BE READ IN CONJUNCTIONWITH THE ASSOCIATED SPECIFICATIONS FOR THIS PROJECT.THIS DESIGN IS ONLY APPROVED FOR USE WHEN PROVIDED WITH STRUCTURALLAYOUT SIGNED BY THE SAME APPROVED SIGNATURE AND WITH AN ADDRESSSPECIFIED.THIS SPECIFICATION IS JOB SPECIFIC AND IS NOT AUTHORISED OR TO BE USED AT ANYTIME FOR ANY BUILDING OTHER THAN THE BUILDING SPECIFIED ON THE SIGNEDPLANS. IF THE BUILDING IS MOVED THEN A NEW CERTIFICATION IS TO BE ISSUED FORTHE NEW LOCATION.STRUCTURAL STEELWORK:2.

DEAD, LIVE AND WIND LOADS IN ACCORDANCE WITH AS 1170.1 AND 1170.2 - 2002, AND 4055 -1992.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH "THE BUILDING CODE OF AUSTRALIA".ALL FABRICATION TO BE IN ACCORDANCE WITH AS 4600 - 1996, "COLD FORMED STEELSTRUCTURES CODE".ALL MATERIALS TO CONFORM WITH AS 1397, "STEEL SHED AND STRIP".ALL FIXINGS, TEKS, MASONRY ANCHORS ETC SHALL BE INSTALLED TO THE MANUFACTURER'SREQUIREMENTS.CLADDING AND CLADDING FIXING TO BE MANUFACTURER'S SPECIFICATION.FOOTINGS/SLAB:3.

CONCRETE:4.

(EXPOSURE CLASSIFICATIONS A1 & B1, 1-50 KM FROM COAST).ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITHAS.3600-2001.CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES:-FOOTINGS: F'c = 20 MPa @ 28 DAYS; 20 NOM AGGREGATE; 80 SLUMPSLABS.:- F'c = 25 MPa @ 28 DAYS.ALL CONCRETE SHALL BE CURED BY APPROVED METHOD FOR 7 DAYSAFTER POURING.

THE FOOTINGS AND/OR SLAB HAVE BEEN DESIGN FOR A CLASS 'M' AND 'H' SITEWITH A MINIMUM BEARING CAPACITY OF 100 KPA.THE SHED IS NOT DESIGNED AS A LIVE-IN RESIDENCE AND THE ENGINEER SHOULD BECONTACTED IF THIS IS REQUIRED.IF SITE CONDITIONS VARY FROM THOSE SPECIFIED, INCLUDING BUT NOTLIMITED TO: a) CLASSIFICATION b) SITE CUT/FILL c) WATER OR DRAINAGEPROBLEMS d) LANDSLIP OR STEEP/UNSTABLE SITE e) VARYING SOIL PROFILEACROSS THE SITE f) PROPOSED USE OF SHED AS CLASS 1 BUILDINGg) IMPOSED LOADS, ENGINEERING ADVICE SHOULD BE SOUGHT FOR THEFOOTING/SLAB DESIGN.ALL SITE PREPARATIONS ARE TO COMPLY WITH AS.3798-1996 GUIDELINES ONEARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS.ENGINEER TO ADVISE.

REINFORCEMENT:5.

ALL MESH TO CONFORM WITH AS 1304.'N' DENOTES HIGH YIELD DEFORMED BAR, GRADE 400.'SL' DENOTES WELDED FABRIC, GRADE 500.

MINIMUM CLEAR CONCRETE COVER:6.

FOOTINGS:- TO GROUND SURFACE: 75mm.SLABS:- FORMED AND SHELTERED LOCATION: 30mm.

FORMED AND EXPOSED: 40mm.TO GROUND SURFACE: 65mm.

MINIMUM REINFORCEMENT LAPS:7.

'N12' BARS: 500mm LAP.'3-L8TM' & 4-L8TM' MESH: 425 END, 225 SIDE.

BOLTING:8.ALL BOLTS TO BE M12 OR M16 ZINC PLATED AS NOTED.

BRACING:9.

SPACING:STRAP:-G.I.MIN.0.8x100BETOBRACINGFLYALL

BAYS.BRACEDBETWEENUNBRACEDLEFTBAYSCONSECUTIVE3THANMORENOWITH

BRACEDFULLYBAYS2OFMINIMUMAPROVIDEMORE:-ORBAYS5FORBRACED.FULLYBAY1OFMINIMUMPROVIDEBAYS:-4TOUPFOR

SCREW.TEK1OFMin.WITHGIRTSORPURLINSINTERMEDIATEWITHINTERSECTEACHTOAND

SCREWSTEK3WITHPORTALSTOENDSATFIXEDSTRAPG.I.MIN.0.8x30USE

BASE PLATES:10.

THICK. REFER DETAILS AS SHOWN.5mmOPTIONAL:MINIMUMTHICK3mmBETOAREPLATESBASE

ROOF PURLINSELECTEDROOF SHEETING

WALL FRAMING FIXED TOMANUFACTURERS SPECIFICATIONS

FASCIA GUTTERS

TYPICAL END WALL/DOOR JAMB MULLIONSTO SUIT OPENINGS AND BUILDING SPAN.REFER MEMBER SCHEDULE FOR DETAILS

DETAIL 1

TYPICAL PART PLAN VIEW

BUILDING SPAN (S) - REFER TABLEOUTSIDE OF FASCIA PURLINS

INTERMEDIATEPORTAL FRAME

ENDPORTAL FRAME

FASC

IA P

UR

LIN

FASC

IA P

UR

LIN

RID

GE

LIN

E

FLY BRACING ASPER NOTE 9

ROOF PURLINSREFER TABLE FORSPACINGS

NUMBER OF END WALL MULLIONS AND ROOF PURLINSDEPENDANT ON SPAN. REFER TABLE

MAX

.6.

0mTO

U

P BA

YFR

AME

POR

TAL

MAX

.6.

0mTO

U

P BA

YFR

AME

POR

TAL

INTERMEDIATEPORTAL FRAME

TYPICAL SIDE WALL ELEVATIONWALL SHEETING NOT SHOWN TO DISPLAY

FRAMING MEMBERS

FASCIAPURLIN

CONSTRUCTED ASINERNAL FRAMING

END WALL PORTAL FRAME

ROOF PURLINS

PORTAL FRAME

- OPEN BAY -

COLUMNS EVERY THIRD GIRT, RAFTERS EVERY FOURTH PURLIN

TIM SPALL


UP TO 12M SPANSKNEE PLATE CONNECTION DETAIL

(BACK TO BACK SECTIONS)

DETAILCONNECTIONPURLINFASCIA

(RAFTER & CONNECTION PLATEOMMITED FOR CLARITY)

PORTAL COLUMN

FASCIA PURLINREFER TABLE

12 GAUGE TEK SCREWS

PROPOSED SHEDLOT

REVISIONS

TOPSPANSOFSPACINGS&SIZEFORTABLEREFER

SCREWS.TEKGAUGE4-12WITHFRAMETOFIXEDGIRTSTOPSPAN

PORTAL RAFTERREFER TABLE FOR SIZE

GUTTER

DETAILS)CONNECTIONFOR5SHEETTO(REFER

RAFTERTOFIXEDPURLINROOF

RAFTER/KNEESTIFFENING PLATETYPICAL SECTION

1 x 3mm PLATE30mm FOLD

'C' PURLINSBACK TO BACKREFER SPECIFICATION

12 x 16 DIA. BOLTSTO PLATE

STIFFENING KNEE PLATE1 x 3mm30mm FOLD

3mm FLANGE PLATE, MIN. 180 WIDE (2/C300),MIN. 240 WIDE (2/C350)FIXED TO FLANGE OF C-SECTIONSWITH 2-16 DIA. EACH SIDE

STIFFENING RIDGE PLATE1 x 3mm30mm FOLD6-16 dia. BOLTS TO EACH SIDE

RAFTER/RIDGESTIFFENING PLATETYPICAL SECTION


PURLINS AS SPECIFIED

RIDGE CAPPING TO SUITROOF SHEETING


C10010

C15010

C20015

C25024

Max. 200

FROM PLATE

BOLT SPACING

SIMILAR TO

PURLIN SPACING

MAX

. 200

FRO

M P

LATE

CL

CL

CL

CL

CL

CL

1 x 3mm PLATE30mm FOLD


4SHEETPERASDESIGNSLABANDFOOTING

BU

ILD

ING

HE

IGH

T 'H

'

TURN UP VALLEYSOF ROOF SHEETING

ROOF SHEETING

4 BOLT BASE PLATEREFER DETAIL 1 (Up to 15m SPAN)DRG. NO. GAF-11-4

12 DIA. BOLTSBOLT SPACINGSIMILAR TOGIRT SPACING

CROSS SECTION DETAIL 1

DETAIL 2 DETAIL 3

(REFER TO SHEET 4 FOR DETAILS)

4SHEETPERASDESIGNSLABANDFOOTING



GAUGE OF ALL CONNECTION PLATES IS TO BENO LESS THAN THE GAUGE OF THE CONNECTEDSTEEL (M12 BOLTS MINIMUM).


C10010 FASCIAPURLIN

GUTTER

ROOF PURLIN FIXED TO RAFTERWITH 2-12 GAUGE TEK SCREWSREFER TABLE FOR SIZE & SPACINGS(REFER TO SHEET 4 FOR CONNECTION DEATILS)

BU

ILD

ING

HE

IGH

T 'H

'

UP TO & INCL. C200 = 8 BOLTS PER PLATEC250 AND ABOVE - 12 BOLTS PER PLATE UP TO & INCL. C200 = 8 BOLTS PER PLATE

C250 AND ABOVE - 12 BOLTS PER PLATE

RIDGE CAPPING TO SUITROOF SHEETINGTURN UP VALLEYSOF ROOF SHEETING

ROOF SHEETING

TEK SCREWS

GAUGE OF ALL CONNECTION PLATES IS TO BENO LESS THAN THE GAUGE OF THE CONNECTEDSTEEL (M12 BOLTS MINIMUM).

1:201:20

UP TO 12M SPANSRIDGE PLATE CONNECTION DETAIL

(BACK TO BACK SECTIONS)

TIM SPALL


FASCIA PURLINCONNECTION DETAIL(RAFTER & CONNECTION PLATE

OMMITED FOR CLARITY)

PORTAL COLUMN


12 GAUGE TEK SCREWS

PROPOSED SHEDLOT

REVISIONS

OVER 12M & UP TO 15M SPANKNEE PLATE CONNECTION DETAILS




GUTTER

DETAILS)CONNECTIONFOR5SHEETTO(REFER

RAFTERTOFIXEDPURLINROOF

RAFTER/KNEESTIFFENING PLATETYPICAL SECTION

2 x 2.5mm or 2 x 3mm PLATES(REFER TABLE) BACK TO BACK30mm FOLD EACH PLATE


OVER 15M & UP TO 18M & 20M SPAN KNEE PLATE& BRACE CONNECTION DETAILS




GUTTER

2 x 3mmSTIFFENING KNEE & RIDGE PLATESREFER TABLE30mm FOLD EACH PLATE

12 x 16 DIA. BOLTSTO PLATE

16 x 16 DIA. BOLTSTO PLATE AS SHOWN

STIFFENING KNEE PLATESRefer Table30mm FOLD EACH PLATE

ROOF PURLIN FIXEDTO RAFTER(REFER TO SHEET 5FOR CONNECTIONDETAILS)

MAX. 200

FROM PLATE

KNEE & RIDGE PLATE TABLE15M - 20M SPANS

15m SPAN

BAYSPACING

MAX. HEIGHTTO EAVES

REQUIREDPLATE(S)

3 m4.5 m6 m6 m

4.5 m6.0 m4.5 m6.0 m

1 x 3mm1 x 3mm1 x 3mm

2 x 2.5mm18m SPAN

3 m4.5 m6 m6 m

5.5 m6.0 m5.5 m6.0 m

1 x 3.0mm1 x 3.0mm2 x 2.5mm2 x 3.0mm

20m SPAN3 m

4.5 m6 m6 m

5.5 m6.0 m5.5 m6.0 m

1 x 3.0mm1 x 3.0mm2 x 3.0mm2 x 3.0mm

900mm - 15m SHED1300mm - 18m & 20m SHED

3mm FLANGE PLATE, MIN. 180 WIDE (2/C300),MIN. 240 WIDE (2/C350)FIXED TO FLANGE OF C-SECTIONSWITH 2-16 DIA. EACH SIDE

STIFFENING RIDGE PLATESRefer Table30mm FOLD EACH PLATE6-16 dia. BOLTS TO EACH SIDE

RAFTER/RIDGESTIFFENING PLATETYPICAL SECTION

2 x 2.5mm or 2 x 3mm PLATES(REFER TABLE) BACK TO BACK30mm FOLD EACH PLATE




PURLINS AS SPECIFIED

RIDGE CAPPING TO SUITROOF SHEETING

BACK TO BACK 'C' SECTIONS*

**

**

**

12 DIA. BOLTS FIXINGSECTIONS TOGETHER(TYPICAL)



C10010

C15010

C20015

C25024

Max. 200

FROM PLATE

BOLT SPACING

SIMILAR TO

PURLIN SPACING

MAX

. 200

FRO

M P

LATE

CL

CL

CL

CL

CL

45o

20m SPAN TO HAVE ADDITIONAL KNEE BRACE

10-12 DIA.

KNEE BRACE TO FITTIGHT AGAINST COLUMN(3mm PLATE)

2-16 DIA.

2-16 DIA.

KNEE BRACE TO FITTIGHT AGAINST RAFTER(3mm PLATE)

BOLT SPACING

SIMILAR TO

PURLIN SPACING

CL16

00

+ KNEE BRACE+ KNEE BRACE

RIDGE PLATE DETAIL

MAX

. 200

FRO

M

PLAT

E




TIM SPALL


FOOTING OPTION 2:

FOOTING OPTION 1:

PIER WITHOUT SLAB OR WITH NON-STRUCTURAL SLAB

PIER WITH STRUCTURAL SLAB

NOTE: FOUNDING DEPTHS TO BECONFIRMED ON SITE BY ENGINEER.

TERMITE PROTECTIONWHERE REQUIRED(REFER TERMITE CONTROL AGENT)

PIER DIMENSIONSAS PER TABLE

DETAILSPLATEBASEREFER

FOR CLASS 'M' = SL72 SLAB MESHTYPICAL.

FOR CLASS 'H' = SL82 SLAB MESH TYPICAL.U.N.O.

TOP COVER 30mm

3-L8TM, withR6 TIES @ 900

WATERPROOF MEMBRANEIF REQUIRED

1-N20 CENTRAL IN PIERCOG 200 TO SLAB

100

200

MIN

.

DEP

TH

DIAM.

REFER BASEPLATE DETAIL

NON-STRUCTURAL SLABNOM. 100mm THICK REINFORCEDWITH SL62 MESH (CENTRAL)

1-N12 IN CENTRE OF PIERCOGGED ONE END

PIER DIMENSIONS AS PER TABLE SIDE VIEW

SAW-CUT WITHIN 24 HOURS ORPLACE CRACK-A-JOINT DURING CONCRETE POUR

CUT EVERY SECONDBAR OF SLABMESHACROSS JOINT

100

DIAM.DIAM.

DEP

TH

DEP

TH

SAWN CONTROL JOINT@ 7.0M MAX. CUTS ANDIN LINE WITH PORTAL BAYS

REFER STRUCTURALDRAWING FOR EXTENTOF FOOTINGS

NUMBER & LOCATIONSOF END WALL MULLIONSDEPENDANT ON BUILDINGSPAN

200

DEEP

ED

GE

BEAM

OPT

ION

AL A

WN

ING

ON

BO

TH S

IDES

100

THIC

K S

LAB

ON

GR

OUN

DR

EIN

FORC

ED W

ITH

SL72

MES

H FO

R C

LASS

'M'

REI

NFO

RC

ED W

ITH

SL8

2 M

ESH

FO

R C

LASS

'H'

30m

m T

OP

CO

VER

PROPOSED SHEDLOT

REVISIONS

COLUMN TO BASE PLATEFIXING OPTIONS DETAIL

DETAIL 1

PORTALCOLUMN

SLAB OR TOP OF FOOTING

M12 THREADED ROD(UP TO 12M SPAN)

DYNA BOLTS ORCHEMSET BOLTS12 DIA. UP TO 12M SPANS16 DIA. UP TO 20M SPANS& ALL 6M BAYS

60MIN.

150

MIN

.

SLAB POUREDCONTINUOUSLYWITH PIERS ORPROVIDE N20 ASSHOWN

THICK)5MM(OPTIONAL:MINIMUMTHICK3MMBETOAREPLATESBASE

WITH 'DYNABOLTS'CONCRETETOBOLTPLATES:BASESHAPED'U'FOLDED

CLASSIFICATIONSITEFORREQUIREDASRODTHREADEDCAST-INOR

'H1'

- 22

0(3

BO

LTS/

SID

E)

300 or 350

CL

CL

CL

VIEW 'A'

'X1'

16 DIA.H.D. BOLTS

VIEW 'A'

M16 THREADED ROD(15M TO 20M SPAN)

WINDClassification

N2, N3 / C1

STRUCTURAL SLAB & PIERS NO SLAB (PIERS ONLY)

SLAB(S) AS DETAILEDALL PIERS 450 DIA.

PIER FOOTING TABLE - SOIL CLASSIFICATION 'M'BAY SPACING

ALL PIERS 450 DIA.

DEPTH OF PIER(S) DEPTH OF PIER(S)

UP TO 4m

4m TO 6m

UP TO 4m

N2, N3 / C1

N4 / C2

4m TO 6m N4 / C2

N5 / C3

N5 / C3

UP TO 4m

4m TO 6m

SPANS< 9m

SPANS9m < 15m

SPANS15m < 20m

SPANS< 9m

SPANS9m < 15m

SPANS15m < 20m

450 750 1200 600 900 1500

600 1000 1500 900 1200 1800

600 1000 1500 900 1200 1800

750 1200 1800 1200 1500 2100 *

900 1500 2100 * 1500 1800 2400 *

750 1200 1800 1200 1500 2100 *

FOR 'H' SITES ADD 300mm TO DEPTHS SHOWN ABOVE

* FOR ALL PIERS GREATER THAN 1800 DEPTH REINFORCE WITH 4 - N12 BARS IN 300 DIA. SPIRAL CAGE AT MAX. 250 PITCH

PIERS MAY BE REPLACED WITH PIERS OF HALF DEPTH SHOWN. NOM 1000 CENTRE TO CENTRETWO

SLAB OR TOPOF FOOTING

CAST-INBRACKET(5MM)DIMENSION

'Y'

PORTALCOLUMN

CAST-IN PLATEDETAIL

C100 COLUMNS

CAST-IN BRACKET DEPTH ('Y') TABLE

C150 COLUMNSC200 COLUMNSC250 COLUMNSC300 COLUMNSC350 COLUMNS

Y= 165MMY= 195MMY= 215MMY= 300MMY= 350MMY= 400MM

INDUSTRIAL FLOOR SLABS

125mm THICK, SL82 MESH, TOP COVER 30.150mm THICK, SL92 MESH, TOP COVER 30.ALL SLAB CONCRETE F'c = 25 MPa

CL CL'H2'

- 16

0(2

BO

LTS/

SID

E)

300 or 350

CL

CL

VIEW 'A'

CL CL

5040

5040

over 12m UP TO 15m SPAN4 BOLTS/SIDE

18m & 20m SPANS6 BOLTS/SIDE

==

TYPICAL FOOTING & SLAB PLAN - CLASS 8 & 10 (STRUCTURAL SLAB)

'H1'

'X2'REFER BASEPLATE DETAIL

'X2'

VIEW 'A'

'H2'

16 DIA.H.D. BOLTS

DETAIL 1 - 5mm (MIN.)BASE PLATE DETAIL

TIM SPALL


LAPPED TOPSPAN2-12 GAUGE TEKSCREWS FIXING TOPHATEACH END

SINGLE END WALL PORTALFRAME AND TOPSPAN

INTERMEDIATE PORTAL FRAMEAND TOPSPAN FIXING DETAIL

FLYBRACE FIXING DETAILS FLYBRACE FIXING DETAILS

2-12 GAUGE TEK SCREW(4 SCREWS IN CYCLONIC REGIONS)INTO EACH PORTAL MEMBER

TOPSPAN LAPAS SPECIFIED

TOPSPAN TOPSPAN2-12 GAUGE TEKSCREWS INTO FRAME

TEK FIXINGS

PURLINS / GIRT

RAFTER

RAFTER / COLUMN

('C' SECTION LIP OMITTED FOR CLARITY)

0.8mm GALVASPAN STRIPWIDTH TO SUITTOPHAT SECTION

STRIPGALVASPAN0.8mmx100mm

VIEW 'A'

VIEW 'A' VIEW B'

VIEW 'A' VIEW B'

PURLINS / GIRT

VIEW 'A'

VIEW 'B'

VIEW 'B'

VIEW 'B'

VIEW 'A'

VIEW 'A'

VIEW 'A'

REVISIONS

HEADER BEAM DETAIL 1 HEADER BEAM DETAIL 2

STEEL FRAMED SHEDS DETAILED ON THESE DRAWINGSARE CAPABLE OF SUSTANING SNOW LOADS AS SHOWN.

HOWEVER, PURLIN SIZES REQUIRE UPGRADING ASSHOWN BELOW:TS6110TS9675TS9610TS12010

change tochange tochange tochange to

TS9610TS9612TS12090Z15012

PURLIN SPACINGS REMAIN UNALTERED.

SNOW LOADING NOTE: (REFER AS.1170.3)THE SHEDS DESIGNED WITHIN THESE STANDARDDRAWINGS ARE SUITABLE FO THE FOLLOWINGDESIGN SNOW LOADS:

LOADCASE

ROOF PITCH

N2N3

C1 / N4C2

1.0 kPa1.3 kPa1.5 kPa1.8 kPa

10 15 20 25 +O O O O




TIM SPALL


1 3 Fly bracing to be every third girt on column/mullions and every fourth purlin on rafter2 Roof and Wall bracing: min 30mm x 0.8mm GI Strap. Refer to drawing notes 4 The gauge of all base and connection plates is to be no lessor that the gauge of the connected steel

P: 0400 553 636 F: (07) 5604 1699

450X1200 450X1500

All bolts to be M12 tension bearing

Job Number: GAF-11Read with Drawing Numbers GAF-11-6, 7Issue Date:

Footing (no slab) dia x depth 450X1200 450X1200 450X1200 450X1200 450X1200Footing (with slab) dia x depth 450X1050 450X1050 450X1050 450X1050 450X1050 450X1050 450X1350

8 Lanier Close, Oxenford, Qld 4210

Up to 3.6mt bays TS6110 @ 1.05mt - Up to 4.0mt bays TS9675 @ 1.05mt

Number of Purlins 6 6 6 6 6

Fascia Purlin Refer Engineering Drawings

N5 / C3

Column C/20019 C/20019 C/25019 C/25019 C/25019 C/25019 C/25024Rafter C/20019 C/20019 C/25019 C/25019 C/25019 C/25019 C/25024

6 6Purlin Size Up to 3.6mt bays TS6110 @ .700mm - Up to 4.0mt bays TS9675 @ .700mm

Girts

450X750 450X1200Footing (no slab) dia x depth 450X900 450X900 450X900 450X900 450X900 450X900 450X1350

Footing (with slab) dia x depth 450X750 450X750 450X750 450X750 450X750

Purlin Size Up to 3.6mt bays TS6110 @ .900mm - Up to 4.0mt bays TS9675 @ .900mmGirts Up to 3.6mt bays TS6110 @ 1.2mt - Up to 4.0mt bays TS9675 @ 1.2mt


C/20024Number of Purlins 5 5 5 5 5 5 5

N4 / C2

Column C/20015 C/20015 C/20015 C/20019

Footing (no slab) dia x depth 450X750 450X750 450X750 450X750 450X750

C/20019 C/20019 C/20024Rafter C/20015 C/20015 C/20015 C/20019 C/20019 C/20019

Footing (with slab) dia x depth 450X600 450X600 450X600 450X600 450X600 450X600 450X900450X750 450X1200

Up to 3.6mt bays TS6175 @ 1.2mt - Up to 4.0mt bays TS9675 @ 1.2mt

Number of Purlins 4 4 4 4 4


N3 / C1

Column C/15019 C/15019 C/15019 C/20015 C/20015 C/20015 C/20019Rafter C/15019 C/15019 C/15019 C/20015 C/20015 C/20015 C/20019

4 4Purlin Size Up to 3.6mt bays TS6175 @ .900mm - Up to 4.0mt bays TS9675 @ .900mm

Girts

Footing (no slab) dia x depth 450X450 450X450 450X450 450X450 450X450 450X450 450X700Footing (with slab) dia x depth 450X300 450X300 450X300 450X300 450X300

4Rafter C/15012 C/15012 C/15012 C/15019 C/15019

450X300 450X450

N2

Column C/15012 C/15012 C/15012 C/15019 C/15019 C/15019 C/20019

Purlin Size Up to 3.6mt bays TS6175 @ 1.5mt - Up to 4.0mt bays TS9675 @ 1.5mtGirts Up to 3.6mt bays TS6175 @ 1.5mt - Up to 4.0mt bays TS9675 @ 1.5mt


C/15019 C/20019Number of Purlins 4 4 4 4 4 4

Span "S" Up to 4mt Bays RD SERIES AWNING TYPE A & B UP TO 4.5M SPAN HEIGHT "H" up to 2.4m up to 2.7m up to 3.0m up to 3.3m up to 3.6m up to 4.5m up to 6.0m

12/10/2019

TIM SPALL

34 D

rapers

Road W

est W

anora

QLD 4306

1 3 Fly bracing to be every third girt on column/mullions and every fourth purlin on rafter2 Roof and Wall bracing: min 30mm x 0.8mm GI Strap. Refer to drawing notes 4 The gauge of all base and connection plates is to be no lessor that the gauge of the connected steel

C/20024

C/20024

C/20024

C/25024

Span "S" (outside width of frames) Up to 4mt Bays R.D SERIES UP TO 8M HEIGHT "H" up to 2.4m up to 2.7m up to 3.0m up to 3.3m up to 3.6m up to 4.5m up to 6.0m

N2

Column C/15019 C/20015 C/20015 C/20015 C/20015 C/20019 C/25019C/15019 C/20019

Rafter C/15019 C/20015 C/20015 C/20015 C/20015 C/20019 C/25019Sheeted End Wall Column C/15010 C/15010 C/15012 C/15015 C/15015

C/15019 C/20019Wall Mullions C/15012 C/15012 C/15012 C/15015 C/15015 C/15015 C/25019

Sheeted End Wall Rafter C/15010 C/15010 C/15012 C/15015 C/15015

2 2Purlins Up to 3.6mt bays TS6175 @ 1.5mt - Up to 4.0mt bays TS9675 @ 1.5mtGirts Up to 3.6mt bays TS6175 @ 1.5mt - Up to 4.0mt bays TS9675 @ 1.5mt

Number of Mullions 2 2 2 2 2

Header Beam

N3 / C1

Column C/20015 C/20015 C/20019 C/20019 C/20019 C/25019

C/25019

Purlins Up to 3.6mt bays TS6175 @ .900mm - Up to 4.0mt bays TS9675 @ .900mmGirts Up to 3.6mt bays TS6175 @ 1.3mt - Up to 4.0mt bays TS9675 @ 1.3mt

Header Beam

C/15015 C/25019Number of Mullions 2 2 2 2 2 2

C/25024Sheeted End Wall Column C/15012 C/15015 C/15019 C/15019 C/20019 C/20015 C/20024

C/25024Sheeted End Wall Rafter C/15012 C/15015 C/15019 C/15019 C/20019 C/20015 C/20024

Rafter C/20015 C/20015 C/20019 C/20019 C/20019

2Wall Mullions C/15012 C/15012 C/15012 C/15015 C/15015

N4 / C2

Column C/20019 C/25019 C/25019 C/25019

Sheeted End Wall Rafter C/15019 C/20015 C/20015Rafter C/20019 C/25019 C/25019 C/25019


Header Beam

Number of Mullions 2 2

C/25019 C/25024 C/25024Sheeted End Wall Column C/15019 C/20015 C/20015 C/20015 C/20015 C/20019 C/20024

C/25019 C/25024 C/25024C/20015 C/20015 C/20019 C/20024

Wall Mullions C/15012 C/15012 C/15012 C/15015 C/15015 C/15015 C/250242 2 2 2 2

N5 / C3

Column C/25019 C/25019 C/25019 C/25019

Sheeted End Wall Rafter C/20015 C/20015 C/20019Rafter C/25019 C/25019 C/25019 C/25019

Number of Mullions 2 2 2 2

C/25024 C/30024 C/30024Sheeted End Wall Column C/20015 C/20015 C/20019 C/20019 C/20019 C/20024 C/20024

C/25024 C/30024 C/30024C/20019 C/20019 C/20024 C/20024

Wall Mullions C/15012 C/15012 C/15012 C/15015 C/15015 C/15015 C/250242 2 2

P: 0400 553 636 F: (07) 5604 1699

All bolts to be M12 tension bearing

Job Number: GAF-11Read with Drawing Numbers GAF-11-1, 2, 3, 4, 5Issue Date:

8 Lanier Close, Oxenford, Qld 4210


Header Beam C/20024

12/10/2019

TIM SPALL

34 D

rapers

Road W

est W

anora

QLD 4306

(copyright © 2012-2020 ConXSteel, Building Created: 23/01/2020 Printing Date:26/01/2020 Version 2.5.7.0)All designs and or intelectual material on this page is the property of D&G Steel Sheds Network (www.dngsteelshedsnetwork.com.au)

Baseplate Layout - Gable Roof ShedEverlastsheds

Job #: DGPC23167 Client: TIM SPALL

Page 1 of 2

Rear Elevation

Left Elevation

Right Elevation

250BP

250BP250BP

250BP

250BP250BP

200BP

200BP200BP150BP

150BP

10054

3045

2908

137

6090

3045

2908

13761 200 2493 2492 2493

20061

61250

7378250

61

8000

Frame 1

Frame 2

Frame 3

(copyright © 2012-2020 ConXSteel, Building Created: 23/01/2020 Printing Date:26/01/2020 Version 2.5.7.0)All designs and or intelectual material on this page is the property of D&G Steel Sheds Network (www.dngsteelshedsnetwork.com.au)

Baseplate Layout - Right AwningEverlastsheds

Job #: DGPC23167 Client: TIM SPALL

Page 2 of 2

Rear Elevation

Left Elevation

Right Elevation

200BP

200BP

200BP

6090

3045

2908

137

3739 200 61

3739 200 61

4000

Frame 1

Frame 2

Frame 3

Date post:	06-Aug-2020
Category:	Documents
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