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230324 - 47 Tablelands Road, COORAN - Engineering Plans
Plans and drawings: the text below has words only, no drawings.
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.
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