230324 - 47 Tablelands Road, COORAN - Engineering Plans

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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.

 

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Sheds Pty Ltd

Gympie Industrial Estate

Standard House Wall

 

 

 

 

 

 

 

 

 

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