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
34 Drapers Road West Wanora QLD 4306
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
34 Drapers Road West Wanora QLD 4306
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
FASCIA PURLINREFER TABLE
PURLINS AS SPECIFIED
RIDGE CAPPING TO SUITROOF SHEETING
BAY SPACING FASCIA PURLIN SECTION
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
'C' PURLINSBACK TO BACKREFER SPECIFICATION
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
TOPSPANSOFSPACINGS&SIZEFORTABLEREFER
SCREWS.TEKGAUGE4-12WITHFRAMETOFIXEDGIRTSTOPSPAN
GAUGE OF ALL CONNECTION PLATES IS TO BENO LESS THAN THE GAUGE OF THE CONNECTEDSTEEL (M12 BOLTS MINIMUM).
PORTAL RAFTERREFER TABLE FOR SIZE
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
34 Drapers Road West Wanora QLD 4306
FASCIA PURLINCONNECTION DETAIL(RAFTER & CONNECTION PLATE
OMMITED FOR CLARITY)
PORTAL COLUMN
FASCIA PURLINREFER TABLE
12 GAUGE TEK SCREWS
PROPOSED SHEDLOT
REVISIONS
OVER 12M & UP TO 15M SPANKNEE PLATE CONNECTION DETAILS
TOPSPANSOFSPACINGS&SIZEFORTABLEREFER
SCREWS.TEKGAUGE4-12WITHFRAMETOFIXEDGIRTSTOPSPAN
PORTAL RAFTERREFER TABLE FOR SIZE
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
'C' PURLINSBACK TO BACKREFER SPECIFICATION
OVER 15M & UP TO 18M & 20M SPAN KNEE PLATE& BRACE CONNECTION DETAILS
TOPSPANSOFSPACINGS&SIZEFORTABLEREFER
SCREWS.TEKGAUGE4-12WITHFRAMETOFIXEDGIRTSTOPSPAN
PORTAL RAFTERREFER TABLE FOR SIZE
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
'C' PURLINSBACK TO BACKREFER SPECIFICATION
FASCIA PURLINREFER TABLE
FASCIA PURLINREFER TABLE
PURLINS AS SPECIFIED
RIDGE CAPPING TO SUITROOF SHEETING
BACK TO BACK 'C' SECTIONS*
**
**
**
12 DIA. BOLTS FIXINGSECTIONS TOGETHER(TYPICAL)
12 DIA. BOLTSBOLT SPACINGSIMILAR TOGIRT SPACING
BAY SPACING FASCIA PURLIN SECTION
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
12 DIA. BOLTSBOLT SPACINGSIMILAR TOGIRT SPACING
+ KNEE BRACE+ KNEE BRACE
+ KNEE BRACE+ KNEE BRACE
TIM SPALL
34 Drapers Road West Wanora QLD 4306
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
34 Drapers Road West Wanora QLD 4306
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
1.5 kPa1.8 kPa2.2 kPa2.6 kPa
3.0 kPa3.5 kPa4.0 kPa5.0 kPa
2.0 kPa2.4 kPa3.2 kPa4.0 kPa
TIM SPALL
34 Drapers Road West Wanora 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
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
Fascia Purlin Refer Engineering Drawings
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
Fascia Purlin Refer Engineering Drawings
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
Fascia Purlin Refer Engineering Drawings
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
Purlins 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
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
Purlins Up to 3.6mt bays TS6110 @ .700mm - Up to 4.0mt bays TS9675 @ .700mmGirts Up to 3.6mt bays TS6110 @ 1.05mt - Up to 4.0mt bays TS9675 @ 1.05mt
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