01.2 - Engineering Design (issue 2) · OPW18/0008

 

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WIND_CATEGORY:
The wind category determined for this site is N2
in accordance with AS4055 and AS1170.2.

TIE DOWN DETAILS:

All walls to be tied down with M12 anchor rods
at the ends of each wall, at side of openings,
and then between at maximum of 1800mm
centers UNO.

TRUSSES:

HWD or SWD trusses at 900mm max centers.
Truncated Girder (7G) and Girder locations shown
are nominal only. Final positions (including truss
tie-down) are to be in strict accordance with
the Truss Manufacturer's specifications.

The Lintels and Beams shown have been designed
to this girder layout. Please contact office for
lintel re-designs if the Truss Manufacturer's
layout differs from the one shown herein.

NOTE:

Roof bracing (Speedbrace or similar) and trusses
in accordance with the manufacturer's
specifications

WALL FRAMES: (2700mm high)

EXTERNAL:
Ribbon plate:
Top plate:
Studs:
Bottom plate:

35x90 MGP12

35x90 MGP12

90x35 MGP10 at 450mm crs.
35x90 MGP10 (with solid blocking
below, or 2/35x90 MGP12 otherwi

INTERNAL LOAD BEARING:

Ribbon plate: 35x90 MGP12

Top plate: 35x90 MGP12

Studs: 90x35 MGP10 at 450mm crs.
Bottom plate: 35x90 MGP10 (with solid blocking

below, or 2/35x90 MGP12 otherwise)

INTERNAL Non—LOAD BEARING:
Top plate: 35x90 MGP10
Studs: 90x35 MGP10 at 600mm crs.
Bottom plate: 35x90 MGP10

10mm web stiffeners
/\ 6mm CFW
‘
6

\

 

 

PFI

 

 

 

 

CI fixed to bi
of lintel with

 

 

 

 

 

DETAIL

Scale 1:10

NOTES:

1. Do not scale drawings.

2. Check and verify all dimensions
prior to commencement of work.

 

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ROOF FRAMING SCHEDULE:
MARK | SIZE
PI 300x45 LVL E13

 

DESCRIPTION

Purlins at 900mm crs

 

RI 300x45 LVL E13 Structural Rafter

PFA 180 PFC Portal Frame
Ct

C2

180 PFC
75x75x4.0 SHS

Column

Locate purlin over:
portal frames and fix
as per Detail F

Backspan

 

Column

 

 

 

 

 

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(Typical)

 

10mm web stiffeners
/\ 6mm CFW

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PFA

7 intel

60 | 70 , 60

 

 

 

 

 

Oo

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Po
=|
jottom flange 6mm cleat |

6mm CFW 6mm CFW to Ct
2/M12 bolts

 

 

 

 

C1 fixed to bottom flange
of lintel with 6mm CFW

 

 

 

 

 

DETAIL

Scale 1:10

TRUSS &

 

 

 

f0\ Backspan

(Typical) (Typical)

3/No.14 Type 17
RI Batten screws
(100mm long)

 

 

 

 

 

Pt

 

 

 

 

 

 

 

 

 

 

 

 

LL soto looped G.I. strap
fixed with 4/2.80 nails

‘soto looped G.I. strap
fixed with 4/2.89 nails
at each end of each strap

DETAIL é ,
Scale 1:10

 

 

 

 

 

 

DETAIL

Scale 1:10

FRAME DETAILS

 

(Firat Floor)

at each end of each strap

 

f

‘6mm cap & fin plate
6mm CFW to C2
2/M12 bolts

 

 

 

 

 

 

min | min
r

| 60

 

 

 

 

 

 

 

f

Lintel—
behind

td

Lintel ~~

 

 

60| 70 | 60

[
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| >
|

| &
Loo
Le cleat plate

6mm CFW to C1

2/M12 bolts

DETAIL { \
Scale 1:10

 

 

 

Pras

 

 

 

1/No.14 Type 17 batten
screws (75mm long)
at 300mm crs.

 

 

 

 

 

PFA

DETAIL é i ,
Scale 1:10

 

 

Issue|Made By} Date

DESCRIPTION

 

o | Box | 16/11/17

Preliminary Issue — Not for Construction

 

1 | BoK | 04/12/17

Preliminary Issue — Not for Construction

 

2 | BoK | 1/12/17

Preliminary Issue — Not for Construction

PROPOSED NEW RESIDENCE at
LOT 120 CNR SEAMOUNT QUAY & MERMAID QUAY, NOOSAVILLE
BUILDER: RYAN DESIGNER HOMES

 

REVISION

Designed By : J. SWEET BEng (Civil) (hons)

 

Drawn By: BDK Date: 16/11/17

 

 

 

 

 

Certified By :

 

B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER

 

626 057

Date: 16/11/17

 

 

ring Consulting Engineers Pry Lid TIA

 

CONSULTING STRUCTURAL & CIVIL ENGINEERS
Office: Suite 8/137 Brisbane Road, Mooloolaba
Postal: P.O. Box 7117

Sippy Downs, QLD. 4556

(07) 5444 5578
hrdesigngroup.com.au
[email protected]

Ph:
Web:
Email:

Scale :

1:100 UNO

 

 

Job No.:

17-0417

Dwg No.: S15

TRUSS

& FRAME LAYOUT

 

 

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