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230324 - 47 Tablelands Road, COORAN - Engineering Plans
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GENERAL NOTES STEELWORK SITE PREPARATIONS, EARTHWORKS AND FOUNDATIONS NOTES.
G1 THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER 1. Cold formed steel sections of 1.2mm thickness or less shall have a minimum yield E1 EARTHWORKS SHALL BE IN ACCORDANCE WITH AS 3798-2007 AMDT 1 AND
PROJECT DRAWINGS, SPECIFICATIONS AND WITH SUCH OTHER WRITTEN stress of 500MPa and 450MPa for greater thickness. AS FOLLOWS
INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE WORK. ALL 2. Cold formed girts and purlins shall be Lysaght, Stramit or Mecano with equivalent E2 REFER GEOTECHNICAL REPORT AS NOTED ON DRAWINGS
DISCREPANCIES SHALL BE REFERRED FOR DECISION BEFORE PROCEEDING sizes, and sections properties. Fabrication shall comply to all manufacturer's catalog and E3 ALL VEGETATION AND TOPSOIL SHALL BE REMOVED TO STOCKPILE.
WITH THE WORK. manuals conforming to AS4600-2018, The Cold Formed Steel Structures Code. E4 THE CONTRACTOR SHALL CHECK ALL EXCAVATIONS FOR ORGANIC
G2 ALL DIMENSIONS ARE TO BE CHECKED ON SITE BEFORE WORK STARTS. 3. All M16 bolts shall be 8.8/S, 830MPa Minimum Tensile Strength to AS1252.2:2016 MATERIAL AND RUBBISH. IF ANY OF THIS MATERIAL IS FOUND, IT SHALL BE
VARIATIONS ARE TO BE CONFIRMED AND AGREED. DIMENSIONS SHALL NOT BE and all M12 bolts shall be 4.6/S, 400MPa Minimum Tensile Strength to AS 1111.1:2015. REMOVED FROM THE WORKS TO A PLACE DESIGNATED BY THE OWNER OR
OBTAINED BY SCALING FROM THE DRAWING. 4. Steel flat bars, angular bars, universal beams/columns shall be Grade 250 to BUILDER.
G3 DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR AS3679.1:2016, with a 410MPa Minimum Tensile Strength. E5 WHERE INDICATED IN THE SPECIFICATION OR ON THE DRAWINGS,
MAINTAINING EXCAVATIONS IN A STABLE CONDITION. 5. RHS and SHS shall be as indicated in the drawing to comply with AS1163 and EXCAVATED MATERIAL ADEQUATE FOR FILLING SHALL BE STOCKPILED FOR
G4 SAFETY REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE AS4100:2020 RE-USE.
REQUIREMENTS OF THE WORK PLACE, HEALTH AND SAFETY ACT AS * Tru Blu, Big Blu with 350MPa minimum yield strength E6 UNLESS NOTED OTHERWISE IN SPECIFICATION, FOOTING AND SLABS
ADMINISTERED BY THE DIVISION OF ACCIDENT PREVENTION. * Greens Tuf with 450MPa minimum yield strength. SHALL BE FOUNDED ON COMPACTED MATERIAL OR CONTROLLED FILL AS PER
G5 THE APPROVAL FOR THE USE OF ALTERNATIVES SHALL BE SOUGHT 6. Reinforcing round bars shall be as indicated in the drawing. GEOTECHNICAL REPORT
BEFORE THE WORK COMMENCES. * Low strength plain bars to AS4671:2019-250R, marked "R" E7 FOOTINGS HAVE BEEN DESIGNED FOR A UNIFORM BEARING PRESSURE OF
G6 ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE. ALL * Low strength deformed bars to AS4671:2019-250Y, marked "S" 100 kPa. BEFORE ANY CONCRETE IS PLACED THE SAFE BEARING CAPACITY OF
REDUCED LEVELS ARE EXPRESSED IN METRES AND ARE TO ASSUMED DATUM * High strength deformed bars to AS4671:2019-400Y, marked "Y" THE GROUND SHALL BE VERIFIED.
UNLESS NOTED OTHERWISE. 7. Wire mesh reinforcement for concrete slab shall be F-62 with 25mm top cover for light E8 PRIOR TO CARRYING OUT EARTHWORKS OPERATIONS, THE CONTRACTOR
loading & F72 to F82 for heavier. SHALL LOCATE ALL SERVICES & ADVISE THE SUPERINTENDENT OF ANY
THESE DRAWINGS CONTAIN INFORMATION FOR OBTAINING A BUILDING 8. Roof, wall, sway braces and fly braces shall be as shown in the drawing, or to CONFLICTS.
PERMIT. THEY ARE NOT DETAILED SUFFICIENTLY FOR A SPECIFICATION FOR A manufacturer's manuals. E9 LEVELS SHOWN ARE TO BE CONFIRMED ON SITE PRIOR TO COMMENCING
BINDING CONTRACT WITH A BUILDER. AN ADDITIONAL SPECIFICATION SHOULD 9. All weldments shall be 6mm fillet minimum and to receive an appropriate coat of anti- WORK
BE WRITTEN TO INCLUDE PAINTING, ELECTRICAL & PLUMBING FITTINGS, AND corrosive paint before any final finish coating is applied. E10 TERMITE TREAT UNDER SLAB IN ACCORDANCE WITH THE RELEVANT
SECOND FIXINGS (KITCHENS, ROBES, CUPBOARDS ETC.). 10. Stability of the structure during construction is the Builder's responsibility. Provide REQUIREMENTS - AS PER AS 3660.1:2014
suitable temporary bracing as needed. ANY ACTIVE NEST CONTAINING ECONOMICALLY SIGNIFICANT TERMITES
WINDOWS & DOORS INCLUDING FRAMES, GLAZING & FIXINGS ARE TO COMPLY WITHIN THE PROPERTY BOUNDARIES UP TO A DISTANCE OF 50m FROM THE
WITH AS 1288:2021 (GLAZING & IMPACT) AND AS 2047:2014 (CONSTRUCTION) STRUCTURAL STEELWORK NOTES PROPOSED BUILDING SHALL BE ELIMINATED PRIOR TO CONSTRUCTION ALL
AND BE CERTIFIED BY MANUFACTURER (INCLUDING FIXING DETAILS). REFER S1 All workmanship and materials shall be in accordance with AS 4100:2020 TIMBER CUT-OFFS, BUILDING DEBRIS, REMOVABLE FORMWORK AND OTHER
TO DTCM/412/1-2 FOR DESIGN PRESSURE CRITERIA. BUILDER TO CHECK THAT S2 Unless otherwise specified, all steelwork not hot dip Galvanised shall be shop MATERIALS CONTAINING CELLULOSE (EG. CARDBOARD, PAPER) SHALL BE
FRAME SIZES SUIT CONSTRUCTED OPENINGS (ESP. BLOCKWORK). WINDOWS painted with one coat of zinc phosphate primer. REMOVED FROM THE SITE
LESS THAN 1500mm FROM BASE OF BATH OR SHOWER] SUBSTRATE ARE S3 Except where otherwise shown, welds to be 6mm. continuous fillet. E4 1XX E11 THE LIMITATIONS OF EXCAVATIONS NEAR FOOTINGS SHALL BE AS
REQUIRED TO BE SAFETY GLASS AS PER AS AS 1288:2021. SLIDING GLASS electrode. FOLLOWS:
DOOR TO HAVE SAFETY MOTIFS AT MID HEIGHT. SAFETY GLASS IS REQUIRED S4 Unless otherwise shown , all bolts, nuts and washers shall be galvanised in
WHERE GLASS PANELS EXCEED 0.5 SQ M. SMOKE ALARMS (COMPLYING WITH accordance with AS1214:2016.
AS 3786:2014) ARE TO BE INSTALLED WHERE SHOWN ON PLAN IN S5 Site welds to be painted with zinc rich paint. S6 Dissimilar metals shall be separated
ACCORDANCE WITH BCA 3.7.2. PHOTO ELECTRIC OR IONISATION TYPES ARE so as to prevent galvanic corrosion.
TO BE FITTED IN OR UNDER CEILING (WITH NO DEAD AIR SPACES) AND IN S7 All metal used in structural timber connections shall be provided with suitable
HALLWAY BETWEEN BEDROOMS AND OTHER HABITABLE AREAS AS REQUIRED. corrosion protection for particular conditions in accordance with AS4791:2006 &
SANITARY COMPARTMENTS (TOILETS) TO HAVE REMOVABLE DOOR AS PER AS1214:2016.
NCC 3.8.3.3(C) IF DISTANCE FROM PAN TO NEAREST PART OF DOOR IS LESS
THAN 1200mm, ALTERNATIVES INCLUDE SLIDING DOOR OR OPENING.
PROPRIETORY ITEMS AND NON STRUCTURAL MATERIALS WITH UNSPECIFIED
FIXING SHALL BE CONSTRUCTED AS PER MANUFACTURERS SPECIFICATION
FOR THE RELEVANT REGION
E12 ALL FREE DRAINING GRANULAR FILL MATERIAL BEHIND RETAINING WALLS SHALL BE
OF STRONG DURABLE PARTICLES CONFORMING TO THE FOLLOWING GRADINGS.
CONCRETE WORK
C1 ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS
3600:2018.
C16 DAMPPROOF MEMBRANE TO BE 200um THK. POLYETHYLENE FILM. LAP
JOINTS 200mm. SEAL LAP PENETRATIONS & PUNCTURES WITH DOUBLE SIDED
TERMITE RISK MANAGEMENT
BUTYL ADHESIVE TAPE.
Termite controlto be in accordance with AS3660.1:2014 & NCC 3.1.3
C21 MAINTAIN MINIMUM COVER TO REINFORCEMENT AROUND PENETRATIONS
Monolithic concrete slab laid in accordance with AS 2870.1 with 75mm exposed vertical
OF THE SLAB.
concrete edge for visual termite control.
All penetrations and construction joints to be fitted with Termimesh or other approved E13 DRAINAGE: FOR ALL FORMS OF TERMITE PROTECTION THE SUB FLOOR AREA BELOW
1. Concrete for footing shall be 20MPa and 25MPa for slab, minimum compressive
physical barriers installed or applied by licenced applicator to manufacturers A SUSPENDED FLOOR SHALL BE GRADED & DRAINED TO PREVENT THE PONDING OF
strength at 28th day with 20mm maximum aggregate size. At concrete pouring, slump
specification. WATER UNDER BUILDINGS. ALL PAVING & OTHER GROUND SURFACES ABUTTING
shall be from 60mm to 100mm dependent from site conditions and shall be vibrated by
Any untreated timber posts, stairs and the like shall be set 75mm minimum clear of EXTERNAL WALLS SHALL GRADE AWAY FROM THE BUILDING.
an approved method. Curing of concrete shall be done just after initial set for 3 to 7 days
ground for visual inspection. Any active nest containing economically significant termites E14 BUILDER TO COMPLY WITH HEALTH & SAFETY REGULATIONS & GOVERNMENT &
continuous.
within the property boundaries up to a distance of 50m from the proposed building shall LOCAL AUTHORITY REQUIREMENTS
2. All crack control joints shall be 4mm wide x 45mm deep saw cut. Locations shall be
be eliminated prior to construction. All timber offcuts, building debris and other materials
from 6.0m to 12.0m on centres.
such as cardboard and paper containing cellulose shall be removed from the site.
3. Reinforcement shall be aligned correctly using approved spacers.
Two approved notices shall be affixed to the dwelling as required advising owners of the
4. Prior to concrete pour, Builder shall comply to all Council requirements, seek advice
method of termite risk management used, and their ongoing responsibility for the
and perform the best building practice.
maintainance of the systems.
COPYRIGHT: This drawing remains 5 Pronger Parade Proposed Structure For: Date: 27/11/2023 General Notes
the property of Mecano Sheds Pty Gympie Industrial Estate
Ltd and is provided for the use PO Box 758 DES
described and may not be used or Gympie QLD 4570 Kay MacKellar
47 Tablelands Road, Cooran QLD 4569 DRWN DWG NO:
reproduced in whole or in part PH: (07) 5481 1466
without express written permission. Email: [email protected]
CHK VB FQA7-241123-0-1-1
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Full text of the other 14 pages
Page 2
Subfloor Bracing Direction A: Direction B:
57.19kN required 86kN required
Posts 600mm or less achieve 6kN in both directions 90kN achieved (G1)
90kN achieved (S2)
Posts 900mm or less achieve 3.5kN in both directions
2700 ceiling
Bracings sets provide maximum of 15kN in the perpendicular
1500
1500
2070
Designed in Accordance with AS4600:2018, AS4100:2020,
630
630
170 170
AS1170.0:2002, AS1170.1:2002, AS1170.2:2021
2000
2000
3600 1800 1120 1800 680 680 1800 860 1800 1063 1000 1337 1800 2340 1800 1120
9000 3500 15600
15600
15KN 15KN 15KN
3000
3000
15KN 15KN 15KN
3000
3000
3000
3000
15KN 15KN 15KN
15KN 15KN 15KN
1750
3500
1750
3120 3120 3120 3120
0° slope (flat)
0° slope (flat)
0° slope (flat)
COPYRIGHT: This drawing remains 5 Pronger Parade Proposed Structure For: Date: 27/11/2023 Sub Floor Bracing
the property of Mecano Sheds Pty Gympie Industrial Estate
Ltd and is provided for the use PO Box 758 DES
described and may not be used or Gympie QLD 4570 Kay MacKellar
47 Tablelands Road, Cooran QLD 4569 DRWN DWG NO:
reproduced in whole or in part PH: (07) 5481 1466
without express written permission. Email: [email protected]
CHK VB FQA7-241123-0-1-2
Page 3
Pad Footing Layout
Designed in accordance with:
AS2870:2011
AS3600:2018
15600
3000
3000
3000
3000
3000
3000
1750
3500
1750
3120 3120 3120 3120
COPYRIGHT: This drawing remains 5 Pronger Parade Proposed Structure For: Date: 27/11/2023 Pad Footing Layout
the property of Mecano Sheds Pty Gympie Industrial Estate
Ltd and is provided for the use PO Box 758 DES
described and may not be used or Gympie QLD 4570 Kay MacKellar
47 Tablelands Road, Cooran QLD 4569 DRWN DWG NO:
reproduced in whole or in part PH: (07) 5481 1466
without express written permission. Email: [email protected]
CHK VB FQA7-241123-0-1-3
Page 4
Stiffener Layout
Designed in accordance with:
AS2870:2011
AS3600:2018
4540 6800 4180
80
80
80
80
80
4540 1020 2520 3020 4020
K X
80 80 80
X
1520
X
X
A
3000
3120
3120
80
A
4140
1520
80
2120
1960
80
8840
K X
2800
80
6000
4620
3600
3600
A
3000
X
X
K
80 80 80 80
Z K X
3500
7240 4100 4020
80
80
7400 4020 4100
COPYRIGHT: This drawing remains 5 Pronger Parade Proposed Structure For: Date: 27/11/2023 Stiffener Layout
the property of Mecano Sheds Pty Gympie Industrial Estate
Ltd and is provided for the use PO Box 758 DES
described and may not be used or Gympie QLD 4570 Kay MacKellar
47 Tablelands Road, Cooran QLD 4569 DRWN DWG NO:
reproduced in whole or in part PH: (07) 5481 1466
without express written permission. Email: [email protected]
CHK VB FQA7-241123-0-1-4
Page 5
Bracing Descriptions
Note that windows/doors marked with a * are not included in the kit.
A=3.36kN K=1.92kN X=6.72kN K = 3.36kN Z = 1.92kN 2xA = 6.72kN
4620 6800 4180
600 15600 600
80
80
80
80
80
80
4540 1020 2520 3020 4020
DP DP
2700mm 4012mm 1118 SF 0909 SFS1 1212 SF
K X
80 80 80 80 80
2000x800 op*
(1.6 m²)
X
1520
X
X
A
0.75 @ 600 centres
3120
3120
80 (7.9 m²) (9.4 m²)
1518 SF
Note: X, K or A denotes bracing
A
(1.6 m²)
4140
Studs under Trusses to be boxed or back-to-back (16.6 m²)
1520
Direction A: 870 (B)* 820 (B)* 820 (B)* 80
25.28kN required
820 (B)*
27.28kN achieved
6° Fall
1518G1SF
2120
1960
1206
80
G2
9000
8840
9000
K X
(63.4 m²)
820 (B)*
(G1)
SF
820 (B)* 80
2700 ceiling
1500
630
5800
170
2000
4620
3600 1800
9000
1120 1800 680
3500 (18.6 m²)
Direction B:
1518 SF
3600
3600
(14.5 m²)
A
36.74kN required
38kN achieved
X
X
(S2)
K
80 80 2070x1000 op* 80 80
Z K X
1518 SF 1518 SF S2
1518 SF 1518 SF
1500
2070
630
170
2000
680 1800 860 1800 1063 1000 1337 1800 2340 1800 1120
15600
5° Fall
3425
Designed in accordance with: Skillion Awning
AS1170.0:2002, 3500mm
AS1170.1:2002,
AS1170.2:2021
AS4600:2018, 75
DP DP
AS4100:2020
7240 4100 4020
80
80
80
600 15600 600
7400 4020 4180
15600
3007 3045 3045 3045 3008
75
75
75
75
75
75
Floor Area: 140.4m²
Veranda Area: 54.6m²
Total Area: 195m²
COPYRIGHT: This drawing remains 5 Pronger Parade Proposed Structure For: Date: 27/11/2023 Floor Plan
the property of Mecano Sheds Pty Gympie Industrial Estate
Ltd and is provided for the use PO Box 758 DES
described and may not be used or Gympie QLD 4570 Kay MacKellar
47 Tablelands Road, Cooran QLD 4569 DRWN DWG NO:
reproduced in whole or in part PH: (07) 5481 1466
without express written permission. Email: [email protected]
CHK VB FQA7-241123-0-1-5
Page 6
Roof: Mountain Blue Corrugated Sheeting 762mm Cover X 0.42mm High Tensile
Trim: Mountain Blue
Gutter Type: Quad
Walls: Gull Grey Corrugated Sheeting 762mm Cover X 0.42mm High Tensile
Roof Insulation: Thermalbreak 7
Wall Insulation: Thermalbreak 7
Awning Insulation: None
Metal Cladding to be Installed as per AS1562.1:2018
4012mm apex
4012mm apex
CL CL
JL JL
2700mm
2700mm
2100mm
2100mm
170FFL FFL 170
2000
2000
4012mm apex
4012mm apex
CL CL
JL JL
2700mm
2700mm
2600mm
2100mm
2100mm
170 FFL FFL 170
2000
2000
COPYRIGHT: This drawing remains 5 Pronger Parade Proposed Structure For: Date: 27/11/2023 Elevations
the property of Mecano Sheds Pty Gympie Industrial Estate
Ltd and is provided for the use PO Box 758 DES
described and may not be used or Gympie QLD 4570 Kay MacKellar
47 Tablelands Road, Cooran QLD 4569 DRWN DWG NO:
reproduced in whole or in part PH: (07) 5481 1466
without express written permission. Email: [email protected]
CHK VB FQA7-241123-0-1-6
Page 7
Note that windows/doors marked with a * are not included in the kit.
DP DP
1118 SF 0909 SFS1 1212 SF NOTES:
Gutter and downpipe selection to be in accordance
2000x800 op*
with NCC 7.4.3
-Roof catchment area per downpipe is < 60m²
-Size of gutter required as per Table 7.4.3a: `E- a
150mm D Gutter' for 5% exceedance probability of
1518 SF
216mm/h
-Downpipe Selection as per NCC Table 7.4.3c:
90mmØ
-Downpipes to be installed so as to serve not more
870 (B)* 820 (B)* 820 (B)*
than 12m of gutter length.
-Required overflow measure as per table 7.4.4.a
820 (B)*
“ridge to gutter < 8m”: 0.61 L/s/m for 1% annual
6° Fall
1518G1SF
exceedance probability of 278mm/h
1206
G2
-As per table 7.4.4b 300mm/hour 1% exceedance
820 (B)*
(2x50m² + 1x60m²) 151.2m² of roof catchment area
SF
820 (B)*
= 13.4L/s dedicated overflow measure required.
50.4m² 50.4m² 50.4m² As per NCC 7.4.6 Front face slotted gutter achieves
0.5L/s/m - 16.8m of slotted gutter achieves 8.4L/s,
therefore 5L/s further dedicated overflow measures
are required.
- Suitable solutions to achieve required overflow
1518 SF
measures include; controlled back gap per gutter or
an inverted nozzles per downpipe. Extra overflow
measures to be selected and installed by a licenced
plumber
2070x1000 op*
1518 SF 1518 SF S2
1518 SF 1518 SF
27.3m² 27.3m²
5° Fall
3425
Skillion Awning
3500mm
75
DP DP
15600
3007 3045 3045 3045 3008
75
75
75
75
75
75
PLUMBING TO BE INSTALLED BY A REGISTERED PLUMBER
COPYRIGHT: This drawing remains 5 Pronger Parade Proposed Structure For: Date: 24/11/2023 Roof Drainage Plan
the property of Mecano Sheds Pty Gympie Industrial Estate
Ltd and is provided for the use PO Box 758 DES
described and may not be used or Gympie QLD 4570 Kay MacKellar
47 Tablelands Road, Cooran QLD 4569 DRWN DWG NO:
reproduced in whole or in part PH: (07) 5481 1466
without express written permission. Email: [email protected]
CHK VB FQA7-241123-0-1-7
Page 8
SPAN _ [Rafter Size
3000mm/ 150015
4500mm|) 150015
5400mm| 200C15
6300mm| 200C24
7200mm| 250C19
8100mm| 250024
9000mm| 300C24
Roof Pitch Min 5°, Max 15°
Standard 10°
Rafter Spacings
N3 - 1200 ctrs
C2- 900 ctrs
C fo} °
Fold
Down
oO
°
°
°
T
|
|
|
ww
Fold Forward
Knee Plate (typical)
Detail A
L_] LJ
JL
Outrigger (Typical)
0.75 Stud Frame Mini Truss
0.95 for C2, 600mm max
450 or 600 Overhang
2 x M12 Bolts to top of Stud Wall
4x M12 Bolts to Rafter
8 x 12/14 teks to Studs
Fold
Down
Fold Forward
Apex Plate (typical)
Detail B
Roof Battens for 1200/900 Rafter Centres
N3 = 64THO.55 @ 1200 ctrs
C2 = 64TH0.55 @ 900 ctrs
50 x 50 x 0.75 Angle
Roof Batten }
50x50 Angle
Rafter
ive}
wD
=
Overhang en
\_ Stud Wall
- -
OVERHEAD VIEW
50x50x 4
0.75 Angle
64mm Nesting Channel
64 TH 0.75
64 TH 0.95
64mm Nesting Channel
SIDE VIEW
Overhang Batten
N3 = 600mm Max
C2 = 450mm Max
N3 = 750mm Max
C2 = 600mm Max
Stud Wall
Highside Overhang Detail
450 or 600 Overhang
___ BANC
Stud Frame Trussed Ss
Outrigger Overhang v2
Standard Colour Fascia tt 7 bo H
Ceiling Battens @ 450 ctrs = Double Stud Under Rafters for Spans less
A 1200/900mm Rafter Spacings EE
PP o than 6000mm
© 22mm Ceiling Battens Ses
@@E
fe B85
oD 2S
of SS §
S 2 et oak aie
Ne cs£o¥g S8s 2 x Boxed Studs Under Rafters for Spans
1 3239 z25 greater than 6000mm
2° $3 $8 sas
S 3e80 228
N dgosz 252 Studs Under Rafter
oon Dd
ZaOa .
“—- Connection
SPAN
Scale - Do Not Scale
Registered Professional Engineer 41430+ DATE : 07/08/2023 PAGE 1 of 1
5 Pronger Parade
Mr Vic Bacud, Jnr <> a Gympie Industrial Estate SKILLION ROOF DETAILS
MIEAust CPEng RPEQ 3647 é () Po Box 758 FOR DES SY File - House Rafter Engineering 07082023
NPER-3
i Sheds Pty Ltd i
Signature oo... eeecsseseeccsssseeseeeeesseee Date..../esse/eee Gympie Qld 4570 DWG. NO
eae Nea ia eae KIT HOMES AND CABIN DRWN| SY NO.
Benen Givi and Structural Ph (07) 5481 1466 OMES C S SKILLION HOUSE RAFTERS
National Professional Engineers Register Section Three © Copyright CHK VB STANDARD ENGINEERING
Page 9
WALLING REQUIREMENTS USING MECANO STEEL-FRAMING 4
CONNECTING WALL FRAMES
29 27 ASSUMPTIONS a
(1) Max allowable stress *450MPa for Wu |
STUD 75 | ||, thickness varies as below PLATE 78 | | thickness varies as for stud (2) Max allowable deflection 712mm for W, °
~ a” or height/200 whichever is the lesser g
LOAD BEARING (EXTERNAL) WALLS (8) Cpi=0.2 for NonCyeloic & = 0.6 for Cyclonic | | en 7 7 oT a
} tek screw * °
WIND CATEGORY W33N (N2] W41N (N3) WSOC (C2) I @ top plate
“) 8) @) WALL TIE DOWN [| Geter pat
WALL HEIGHTS 9.50.92 KPa asl kPa qe. KPa 4 EXTERNAL WALLS TO CONCRETE SLAB - @ each noggin
1X M12 CHEMSET BOLT OR
2400 0.75mm@600ctrs 0,75mm@600ctrs 0.75mm@450ctrs | 1X M12 SCREW BOLT AT:~
1 row of Nogging 1 row of Nogging 0.95mm@600ctrs (yeoTH SIDES OF OEM ves to be used) tt
1 row of Nogging (2) BOTH SIDES OF BRACE SETS
(3) BELOW EACH TRUSS U
2700 O.75mm@eo0crs 0.75mm@450ctrs 0.75mm@450ctrs 8 Walt CORNENS eeNDSE > 2X TEK SCREW DETAILA
row of Nogging 0.95mm@600ctrs 1 row of Nogging (6) 1200 o/c OF SOLID WALLS ELSEWHERE - N3 ‘1mm Angle Cleat
1 row of Nogging (7) 900 cle OF SOLID WALLS ELSEWHERE - C2 From Stud ‘Section 4 —_— 2X TEK SCREW 40
3000 0.75mm@600etrs 0.75mm@600etrs 0.95mm@450ctrs TRIO MASONRY ANGHOR ATS 40x40 angle
2 row of Nogging 2 rows of Noggin. 2 rows of Noggin: Explosive faste (HIIkI or Ramset
esas ‘sans EXTERNAL WALLS TO FLOOR SYSTEM with Sm long ave ph wi Tm wero.
oe
5000 0.75mm@600ctrs 0.75mm@600ctrs 0,95mm@450ctrs or straps INTERNAL WALLS
1200 Max ctrs for Nogging | 1200 Max ctrs for Nogging | 1200 Max ctrs for Nogging 25 - 50mm LOWER TO
INTERNAL (NON LOAD BEARING) WALLS- ALLOW FOR CEILING
1+ No. 14 hexagon washer head self-tapping BATTENS
screws to every location of flange of jolsts.
NOTE: THESE TABLES REPRESENT MINIMUM REQUIREMENTS NOTES (General)
NON-LOAD BEARING WALLS(INTERNAL) (1) All connections can be one of the following:~
WALL STUD (a) ORNIT rivet (US48103D) x 2 DETAILB
(b) Henrob seff piercing rivet x 2
HEIGHTS SPACING {c) 10 guage tek screw x 2
2400 0.75@600 covagenm et wot cna win Provide 1 x tek screw at/or adjacent
nn o0-% 2a] 150 x 18 Ho studs and mid way ketween studs
2700 0.75@600 (2) For 0,75 mm steel reduce bracing values by 20% Rea | a et eo | ‘Hesder TRUSS TRUSS y
For 1,15 steel - increase bracing values by 10% 960 30 30 eso | 140 .
BRACING @u ! ited for stud weeo | 20 | 9 | 250 | 109 for Plate (See Table for size>
near interpolation is permitted for stud spacings
and wall heights not exactly to table values sso | 30 {| 9 | 240 | 95
= 1860 28 30 at 80 TT al it 5 rH
c (4) All steel - G450 2275 (or AZ150)high tensile zaco | 2a | 30 18 70 | | | {Provide ladditional tek screw at ends
(5) Wall is assumed to be clad on at least one skie. evo | 20 | 27 us | sz il i—Provide 2 x tek screws per stud
(6) Where cyclone resistant windows and doors have been fitted, soso | 15 at 105 | 36 ut ut ut ut ut ut
K' a! ax'h 2x'N the equivalent noncylonic stud may be selected. 3660 | 10 16 65 24
= (7) These tabled values are designed for serviceability
ions in residential applications MAX ALLOWABLE LOAD PER TRUSS Provide jack studs
=) (8) Designed in accordance with AS1170.0,1,2 at truss positions
. AS4100 and AS4600 NOTES
z XK x oR (1) Linear interpolation is permited for opening sizes other than WINDOW SPAN Sw
x .
(3) Header plate screwed to both skies of wall willl double
capacities of those shown jn the table,
NOTE FOR DOUBLE NOGGIN WALLS. (4 Tek ould be a min £10 case 3
(1)Double Noggins are required for walls 3000 high and above eee aaa ea eso oss 3 Screw down Mecano Channel section
(2)Double Noggin required for flor loaded walls 2700 high and above Wafer heads are recommended for clad skies. as connector, 2 x tek screw per side, TRUSS at any Alternative Top
(3)Does not apply to non load bearing walls See er 1200 aie For tos coach of 900 Ihoveninos Alternative top chord of wall can position Plate extension
greater than 2400mm multiply values by 0.75. be extended 50mm
BRACING STRENGTHS (kN)
STUD SPACING e
HeloTS 00 ANG (rr) 00 HEADER PLATE or BEAM HEADER BEAM
K 09 2.0 24 33 B x “4 \ \ ' ' ' '
moo al 22 33 42 65 VII foi i i —i
2700 i ou i 3 20 28 I I Notch flanges of beam [
x00 K 07 12 #8 24 and fix web to wall stud x tek screws per connection
A 14 25 3.2 4.0 ®™ 3x 12 gauge tek screw
mo 7] Ae 8 8 or 4 x 10/16 wafer head teks
A 29 42 56
zZ 09 15 2.0 4 a4 WINDOW SPAN Sw nu u
2700 «KK 15 22 29 ADDITIONAL JAMB BOXED STUD el
A 27 3.8 49 STUD FOR OPENINGS screwed or rivetted @
Zz 07 13 17 2461-3661mm —— 600 CTRS
3000 =«K 13 20 24 4X TEK SCREWS
Al 25 35 42 TO BOXED STUDS BOXED STUDS AT EXTERNAL
LOAD BEARING OPENINGS
This plan is to be read in conjunction with truss specifications
Mr Vic Bacud, Jnr
MIA CPEng C2638 aS 5 Pronger Parade DATE: 26/09/2022 | WALL SPECIFICATIONS 1
NPER-3
Registered on the NPER-3 in the Category of
Civil and Structural
National Professional Engineers Register Section Three
COPYRIGHT: _ This drawing remains the property of Mecano Sheds Pty. Ltd, and is provided for the use described
and may not be used or reproduced in whole or in part without written permission.
oar
Sheds Pty Ltd
Gympie Industrial Estate
Standard House Wall
Po Box 758 Engineering for N2 and DES SHEET 1 OF 3
Pr (on) 5482 S614 N3 and C2 Regions DRWN |sy DWG. NO.
Email - [email protected] CHK |vB HOUSE ENGINEERING aay
Page 10
Boxed Stud to Rafter
to back web of Rafter or interior face of Rafter
4 x 12-14x20 teks per connection
75 x 75 Angle Bracket
Max 25mm above bottom of Rafter
Angle connection Boxed Stud to Internal wall
or wall to closest perpendicular rafter to brace stud
4x 12-14x20 per connection
75 x 135mm Angle Bracket
NN 75x135
Bracket
Bracing Wall
eee Section A-A
A eae = ier
f= ———
_ ——
A
Note Boxed stud not required if
internal wall is parallel to Rafter
and under or within 60mm of ;
edge of rafter By
= &
60 max 60 max
Or
135x135x75 . SPAN
Bracket Infernal Bracing Wall
Alternate A-A if wall . .
within 60mm of Rafter Internal Bracing Wall connection to Rafters
Note: walls perpendicular to Rafters do not need Boxed Stud for Rafter connection
Mr Vic Bacud, Jnr
MIEAust CPEng EC 26331 <> 5 Pronger Parade . DATE: 23/10/2023 WALL SPECIFICATIONS 2
veers NPERS : Gympie industrial Estate Standard Connection
Registered onthe NPER-1 inthe Category of ARO Po Box 758 Details Internal Bracing DES SHEET 2 OF 3
National motes ae ‘sae Seton Te Sheds Pty Ltd pr or) $482 5014 Walls to House Skillion DRWN |sy DWG. NO.
; . Rafters 1
COPYRIGHT: Th atypia Shy aula be me td Email - [email protected] CHK |B HOUSE ENGINEERING = ev
Page 11
MAIN FLOOR
WIDTH W JOIST BEARER A BEARER B MAXIMUM POST
CENTRES
6mm PLATE WITH 2 x M12 BOLTS 3150 150C15 150NC24 NA 3200mm
JOISTS @ 450 CTRS 2 Rows 22TH
NOTES 3600 200C15 200NC24 NA 3200mm
2 Rows 22TH
FLOOR SYSTEM IS DESIGN TO
Post Centre
AS1170.1 FOR A LIVE LOAD OF 4500 200C24 200NC24 NA 3200mm
POST
2 Rows 22TH
1.5 KPa AND PT LOAD OF 1.8 KN
20x20x2 RHS welded
MINIMUM BEARING CAPACITY OF 5400 150C12 150NC24 200C24 3200mm
to 3mm plate
GROUND - 100KPa
4 x 14/20 teks to post
LIMIT STATE DESIGN HAS BEEN 6300 150C15 150NC24 200C24 3200mm
USED
Post Centre
MAX POST HEIGHT 3000 mm 7200 200C15 200NC24 200C24 3200mm
LOAD BEARING WALLS MUST BE
BOLTED TO JOIST OR BEARER 7650 200C15 200NC24 200C24 3200mm
DESIGNED IN ACCORDANCE
Length
ROD BRACING CONNECTION 4mm END CAP 100x100 200C24
WITH AS1170.0, 1170.1, 8100 150C12 150NC24 3200mm
or 150 x 150C12 at 2700 max ctrs
1170.2, AS4100, AS4600
Post Centre
200C24
TYPICAL POST DETAIL 9000 150C15 150NC24 3200mm
at 3000 max ctrs
200C24
10500 200C15 200NC24 3200mm
at 3500 max ctrs
200C24
12600 150C15 150NC24 3200mm
at 3150 max ctrs
Post Centre
4 x 14/20 TEKS TO 75 x 75 RHS Post Thicknesses dependent on
0.75 ANGLE WITH 2 x 12/14 BEAM highest post above ground
VERANDAH
WIDTH - W SPAN TEKS PER CONNECTION or 2 x M12 purlin bolts Up to 1500 = 2.5mm Thick
1501 - 2000 = 3.5mm thick
TYPICAL FLOOR PLAN 2001 - 3000 = 4.0mm thick
100 WIDE x 6 PLATE
WELDED TO POST
JOIST TO CENTRE BEARER
JOISTS @ 450 CTRS DROP DOWN BEARER TO POST
CONNECTION
CONNECTION
Post Centre
19mm Structural Partical Board STEP NESTING CHANNEL
FOR VERANDAH 50mm
BEARER A
Post Centre
JOIST
VERANDAH JOIST
BEARER B
Section 1
Length
POST CENTRES
CEILING BATTEN
Post Centre
BRIDGING FOR UNDER
POST HEIGHT H
SIDE OF JOISTS
Post Centre
POSTS
600 HIGH - 6 KN BRACING VALUE
60° Max
900 HIGH - 3.5 KN BRACING VALUE
20° Min
Engineers
WIDTH - W VERANDAH SPAN
Report
FOOTING
Refer
CENTRE POST - 75x75SHS 20 MPa CONCRETE
OPTIONAL FLOOR PLAN 16mm ROD BRACING
NOT INCLUDED ON 4000 SPAN AND SOCKETED 300mm MIN INTO
S
UNDER BRACING VALUE = 15x KN NATURAL FOUNDING
H
OPTIONAL ADDITIONAL ROW MAXIMUM VALUE = 15 KN MATERIAL END POST - 75x75SHS
450 DIA
OF CENTRE POSTS
FOR 9000 AND ABOVE SPANS
REFER TO PAGE 2 FOR BALCONY/VERANDAH FLOOR DETAILS
Mr Vic Bacud, Jnr
MIEAust CPEng EC 26331 5 Pronger Parade Standard Floor Engineering DATE : 01/10/22
Mecano
NPER-3 Gympie Industrial Estate
Registered on the NPER-3 in the Category of
Po Box 758 DES SHEET 1 OF 2
Civil and Structural Gympie Qld 4570 3
Sheds Pty Ltd DRWN SY DWG. NO. 2
National Professional Engineers Register Section Three
Ph (07) 5482 5614
COPYRIGHT: Email - [email protected] FRAME ENGINEERING 1
CHK VB REV.
Page 12
50mm Step
BALCONY / VERANDAH FLOOR < 1000mm ABOVE GROUND 1 x 10/16x16 Wafer
Screw Through Bearer
MAXIMUM POST and Joist Typ.
WIDTH W JOIST BEARER A BEARER B Joist Typ.
CENTRES
2400 150C12 150NC24 NA 3200mm JOIST
1 x M12x35 High Tensile Bolt (Class 8.8)
@ 450 Centres Max Staggered
2700 150C12 150NC24 NA 3200mm
3000 150C15 150NC24 NA 3200mm
Section 1 1 x M12x35 High Tensile Bolt (Class 8.8)
Verandah Nesting
3600 200C15 200NC24 NA 3200mm @ Joist positions 450 Centres Max
Channel
2 x 12/14x20 Teks Per Joist
4000 150C12 150NC24 200C15 3200mm Typ.
6000 150C15 150NC24 200C24 3200mm
VERANDAH BEARER CONNECTION DETAIL <1m VERANDAH STEP DOWN DETAIL <1m
BALCONY / VERANDAH FLOOR > 1000mm and < 3000mm ABOVE GROUND
50mm Step
WIDTH W JOIST BEARER A BEARER B MAXIMUM POST 1 x 10/16x16 Wafer
CENTRES 2 x 14/20 Teks Screw Through Bearer
@ 450 Centres Max Staggered and Joist Typ.
2400 150C12 150NC24 NA 3200mm Joist Typ.
2700 150C15 150NC24 NA 3200mm JOIST
1 x M12x35 High Tensile Bolt (Class 8.8)
3000 150C15 150NC24 NA 3200mm @ 900 Centres Max Staggered
2 x 14/20 Teks
3600 200C15 200NC24 NA 3200mm @ 900 Centres Max Staggered
Section 1 1 x M12x35 High Tensile Bolt (Class 8.8)
Verandah Nesting
4000 150C12 150NC24 200C15 3200mm Channel
@ 900 Centres Max Staggered
2 x 12/14x20 Teks Per Joist
6000 150C15 150NC24 200C24 3200mm Typ.
REFER TO PAGE 1 FOR MAIN FLOOR DETAILS
VERANDAH BEARER CONNECTION DETAIL >1m VERANDAH STEP DOWN DETAIL >1m
NOTES
FLOOR SYSTEM IS DESIGN TO AS1170.1 FOR A LIVE
LOAD OF 1.5 kPa FOR FLOORS LESS THAN 1000mm JOISTS @ 450 CTRS JOISTS @ 450 CTRS
ABOVE GROUND AND 2.0 kPa FOR FLOORS GREATER
THAN 1000mm ABOVE GROUND
MINIMUM BEARING CAPACITY OF GROUND - 100KPa
Post Centre
Post Centre
LIMIT STATE DESIGN HAS BEEN USED
MAX POST HEIGHT 3000 mm
LOAD BEARING WALLS MUST BE BOLTED TO JOIST OR
BEARER
DESIGNED IN ACCORDANCE WITH AS1170.0, AS1170.1,
Post Centre
Post Centre
AS1170.2, AS4100, AS4600
Length
Length
Post Centre
Post Centre
4 x 14/20 TEKS TO
0.75 ANGLE WITH 2 x 12/14 BEAM
TEKS PER CONNECTION or 2 x M12 purlin bolts
100 WIDE x 6 PLATE
Post Centre
Post Centre
WELDED TO POST
VERANDAH VERANDAH
JOIST TO CENTRE BEARER
DROP DOWN BEARER TO POST SPAN SPAN
CONNECTION
CONNECTION
TYPICAL VERANDAH TYPICAL VERANDAH FLOOR LAYOUT
FLOOR LAYOUT WITH BEARER B
Mr Vic Bacud, Jnr
MIEAust CPEng EC 26331 5 Pronger Parade DATE : 26/09/2022
Standard
Mecano
NPER-3 Gympie Industrial Estate
Registered on the NPER-3 in the Category of Po Box 758 Balcony / Verandah DES SHEET 2 OF 2
Civil and Structural Gympie Qld 4570 Floor Engineering
National Professional Engineers Register Section Three Sheds Pty Ltd DRWN SY DWG. NO.
Ph (07) 5482 5614
COPYRIGHT: Email - [email protected] CHK VB FRAME ENGINEERING
REV.
Page 13
Sub Floor Bracing
set to site measure
4 x 14/20 teks to post
M16 A
nch or Rod
Nut
Poured in one monolithic
Nut
Fall Fall
Depth as per Engineering Report
Note:
1. This Drawing to be read in conjustion with
current soil test report and Mecano Floor Plan.
2. Concrete F'c = 20 MPa
3. Drilled holes shall be cleared from any loose
rock / dirt pior to concrete pour.
Minimum
150
4. Refer to MBP Sub Floor Bracing Detail.
5. Designed in accordance with AS2870.2011
and AS3600:2018
450 Minimum Dia
Mr Vic Bacud, Jnr
MIEAust CPEng RPEQ 3647 5 Pronger Parade Standard House Truss Details DATE : 26/09/2022
Mecano
NPER-3 Gympie Industrial Estate
Po Box 758
Typical Pad Footing DES SHEET 1 OF 1
Registered on the NPER-3 in the Category of SY
Civil and Structural Gympie Qld 4570 DWG. NO.
National Professional Engineers Register Section Three Sheds Pty Ltd DRWN SY
Ph (07) 5482 5614
COPYRIGHT: Email - [email protected] MBP-PF 1
CHK VB REV.
Page 14
Ont Boxed Stud Fascia to
3 x 12/14 teks angle bracket
3 x12/14 teks
35
fy
Connection to Building
with Rafters
Alternative Connection to
Building with Rafters
End of Awning sheets to be folded up
ATTACH STUD FRAME AWNING
ROOF PANEL TO STUD WALLS
2x 12-14x20 TEKS @ 600 CTRS
End of Awning sheets to be folded up
ETING
METAL ROOF SHE
AWNING ROOF PANEL ROOF PANEL
STUD FRAME AWNING
—
4 z SEE SEPARTATE
Ww
= SEE SEPARTATE ATTACH STUD FRAME AWNING 3 SPECIFICATIONS
y SPECIFICATIONS ROOF PANEL TO STUD WALLS fe FOR RAFTER AND
© FOR RAFTER AND 2.x 12-14x20 TEKS @ 600 CTRS Q STUD WALL DETAILS
e
a STUD WALL DETAILS 2
2
wn
Designed in accordance with N3 0.95 Steel @ 600 Stud Centres
AS1170.0,1,2 C2 0.95 Steel @ 450 Stud Centres
AS4100 N3 0.75 Stool 600 Stud Cont N3 0.95 Steel @ 600 Stud Centres
.75 Steel ud Centres C2 0.95 Steel @ 450 Stud Centres
JY WU, AS4600 N3 0,75 Stee! @ 600 Stud Centres C2 0.95 Steel @ 450 Stud Centres @
WS WS C2 0.75 Steel @ 450 Stud Centres
Metal Roof Sheeting in
accordance with 3
Ww wy AS1562.1:2018 > s 8 ”
8 g 3
= Si
3000 Nominal 3000 Nominal 3000 Nominal 3000 Nominal
MN 3600 Maximum Length 3600 Maximum Length 3600 Maximum Length 3600 Maximum Length
4 Qty 12-14x20 MON CGINS SPACING N3 0.95 Steel @ 600 Stud Centres
Hex Screws MN, Ns = 1250 . €2.0.95 Steel @ 450 Stud Centres
fixing 75 SHS 75x25 RHS POST = 00 mm max. N3 0.95 Steel @ 600 Stud Centres
Post to Hold 2.0mm Gal Channel Xea 0 ci N3 0.75 Steel @ 600 Stud Centres C2 0.95 Steel @ 450 Stud Centres
Down Brackets “Umm Gal Channe| HOLD DOWN BRACKET N3 0.75 Stee! @ 600 Stud Centres C2.0.95 Steel @ 450 Stud Centres
HOLD DOWN BRACKET
Bolted through nesting channel 90x 19mm C2 0.75 Steel @ 450 Stud Centres
: Sealant d M12 Hold Decking
19mm Decking Hi Perimetre of Post Down Bolt 3
° s 8
X s s 3
—_ a
— M12 x 30mm bolt thru NC beam
NC Beam M12x100 screwbolt if fixed to concrete.
> > > D>
gf gs gf gt
oo oo oo oo
6 6 6 6
ELEVATION VIEW PLAN VIEW
3000 Nominal 3000 Nominal 3000 Nominal 3000 Nominal
D ETAI L Cc - HO LD DOWN D ETAI L 3600 Maximum Length 3600 Maximum Length 3600 Maximum Length 3600 Maximum Length
Typical Awning Roof Panels
Mr Vic Bacud, Jnr
MIEAust CPEng RPEQ 3647 <> G 5 Pronger Parade ' DATE: 26/09/2022 AWNINGCONNECTIONR
NPER-3 ymple industrial Estate . .
Registered on the NPER-3 in the Category of G Po Box 78 70 Franeerng m one Frame DES SY SHEET 1 of 2
Civil and Structural mpie whin stem
National Professional Engineers Register Section Three Sheds Pty Ltd ymp , 9 | ys | DRWN SY DWG. NO.
Ph (07) 5482 5614 Connection to Building with Rafter AWNINGENGINEERING
COPYRIGHT: _ This drawing remains the property of Mecano Sheds Pty. Ltd. and is provided for the use described il - i
and may Rot be dea hata in ie ar in part without written permission. Email [email protected] CHK VB REV.
Page 15
AWNING REQUIREMENTS USING MECANO STEEL—FRAMING 29 STUD 75 \) thickness varies as below PLATE 78 x AWNING ROOF PANELS WIND CATEGORY W41N (N3) W50C (C2) AWNING SPAN Vp =41m/sec Vp =90M/sec mm) q, =1.0 KPa q, =1.5 KPa 2400 0.75mm@600ctrs | 0.75mm@450ctrs 0.95mm@600ctrs 2700 0.75mm@600ctrs | 0.75mm@450ctrs 0.95mm@600ctrs 3000 0.75mm@450ctrs | 0.95mm@450ctrs 0.95mm@b600ctrs | 1.15mm@600ctrs 3600 0.75mm@450ctrs | 0.95mm@450ctrs 0.95mme@600ctrs | 11 5mm@600ctrs NOTE: THESE TABLES REPRESENT MINIMUM REQUIREMENTS SHS Post 27 , Ny thickness varies as for stud as ~ ~ 1G tle o “ed PAD Footings Only Detail & «yah ] 450@x 900mm NOTES (General) _ bk te (1) All connections can be one of the following:— 5 7 (a) ORNIT rivet (US48103D) x 2 ofa. b) Henrob self piercing rivet x 2 c) 10 guage tek screw x 2 450 (d) 40 mm fillet weld coated with anti—corrosive paint x 2 (2) For 0.75 mm steel — reduce bracing values by 20% NOTES For 1.15 steel — increase bracing values by 10% (3) Linear interpolation is permitted for stud spacings and awning spans not exactly to table values (4) All steel -— G450 Z275 (or AZ150)high tensile (5) Roof panel is assumed to be clad on at least one side. (6) These tabled values are designed for serviceability deflections in residential applications (7) Designed in accordance with AS3600:2018 and AS2870:2011 MINIMUM 28 DAY CONCRETE STRENGTH TO BE 25 MPA MAXIMUM AGGREGATE STONE SIZE - 20 MM. DESIGN SLUMP TO BE 80 MM. EDGE THICKENINGS TO BE FOUNDED ON NATURAL SOIL OR CONTROLLED COMPACTED FILL SOIL CONDITIONS ARE ASSUMED TO BE CLASS M OR BETTER. SLAB AND EDGE THICKENINGS SHALL BE POURED IN ONE CONTINUOUS OPERATION. CONCRETE IS TO BE COMPACTED BY VIBRATION OR OTHER MECHANICAL MEANS. SLABS LONGER THAN SHOWN HERE SHALL HAVE A BEAM THICKENING INSTALLED AT CTRS NOT EXCEEDING 7500 MM SLAB SHALL BE PROTECTED (CURED) AGAINST EXCESSIVE LOSS OF MOISTURE FOR A PERIOD OF SEVEN DAYS AFTER PLACING. A SINGLE LAYER OF 200 MICRON PVC SHEETING SHALL PLACED UNDER THE BRACING BRACING STRENGTHS (kN) sass AWNING STUD SPACING (mm) = SPAN 300 450 600 7000 2 5400 Kl 09 2.0 2.4 3.3 TYPICAL AWNING SLAB a. A 2.2 3.3 4.2 6.5 DETAIL = 9700 Ki 0.7 7.3 2.0 2.9 CLASS M OR BETTER Flexible Silastic Sealant A 1.8 2.8 3.5 4.9 \ 1 Th? Th? 3000. «~K 0.7 1.2 1.8 2.4 Mox 3600 200 K A 2x A A 1.4 2.5 3.2 4.0 =? Sab ween \ - Z 1.0 1.6 2.8 ab Mes = 2400 1.5 2.1 4.0 x Z <x} _ A 2.9 4.2 5.6 o st Oo Z 0.9 1.5 2.0 Ss _ 2700 K 1.5 2.2 2.9 ( NN A 27 3.8 49 orm SI NOUEEN UNDER Slab Footing by Others ‘2! *K’ Ny Z| 0.7 1.3 1.7 2mm 3000 K| 1.3 2.0 2.4 200 ALL SLAB A 2.5 3.5 4.2 Mr Vic Bacud, Jnr MIEAust CPEng RPEQ 3647 SS 5 Pronger Parade DATE: 26/09/2022) _ROOFPANELS NPER-3 ; Gympie Industrial Estate Retisteed on the NPER-3 inthe Category of ARO 6 Po Box 758 70 Engineering for Stud Frame DES |sy SHEET 2of2 National protec an oat Section Three Sheds Pty Ltd pr (on) $482 5614 Awning System DRWN SY DWG. NO. COPYRIGHT et ee ee nl te ced Email - [email protected] CHK |vB AWNINGENGINEERING Rey.