NOTES

GENERAL

1,
2.

Wind Classification W41N/N3

All work to conform to the current Building Code of
Ausiralia- Class 1 & with AS1684.2 Residential Timber
Framed Construction-N3 as applicable fo the work.

The Builder shail check all dimensions, levels& details
before excavation, construction & ordering. Report
discrepancies to designer.

Do not scale. drawings.

The drawings and specifications shall be considered
complementary, and any work and/or materials absent
from one but present or implied in the other shall be
furnished as if they were present in both.

Drawings shall be read in conjunction with consuitants
drawings.

All work, materials & associated fixing methods shall
conform to respective manufacturer's specifications &
Australian Standards as applicable to the work.

Construction shall not proceed before approval in
writing has been received from both the Building
Certifier & Council as applicable.

It is the obligation of the contractor and / or plumbing
contractor to survey alll existing services prior to
construction.

No footing, or wall to encroach the title boundary.

. All proprietary waterproofing systems to be installed in

accordance with the manufacturers recommendations.

Plumbing to be caitied out by a licensed plumber and
in accordance with the requirement of local authorities.
the contractor shall be responsible for all permits and
approvals. all hot water lines shall be fully insulated.
Sanitary plumbing shall be connected to existing system
with materials approved by the focal authority.

Termite protection to be carried out in accordance with
AS3660.1Termite Management- New Building

Vehicle crossing / residential driveways to comply with
RS-49 & RS-50 (RS-56 for rural Driveways)

STORMWATER DRAINAGE

yr.

All stormwater runoff is to be directed to 90mm dia
PVC downpipes to connect to an approved ouilet in
accordance with AS3500.3 or to-water tanks as per
Council Guidelines

The control of stormwater pollution from the building
site shall be carried out in accordance with the
“Best Practice Guidelines”.

WIND CLASSIFICATION W41N/N3
GROUND FLOOR BRACING NOTES

s=—= M12 Bracing Sets

< REQUIRED 109.58 kN
PROVIDED 140.00 KN

A REQUIRED 158.07 KN
PROVIDED 180.0 kN

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NOTE

THE BUILDER SHALL CHECK ALL DIMENSIONS,
LEVELS & DETAILS BEFORE EXCAVATION,
CONSTRUCTION & ORDERING.

REPORT DISCREPANCIES TO EBIS.

IF IN DOUBT -ASK!

 

 

 

 

 

 

 

20KN

 

20kN
bw ene ee ee ee

20kN r

 

 

SUB FLOOR BRACING PLAN

   

 

90mm TIMBER WALL FRAME ON BLOCKWORK

LOAD BEARING WALL (MGP12)

Top plate
Bottom plate

90 x 35 not notched
90 x 35 not notched

Studs 90 x 35 at 450 cts
Nogging 90 x 35 1350 max cts
JOIST TO TOP PLATE

]-framing anchor. 4-2.8 dia nails each leg.

ORIGINAL ISSUE 24.41.2022

 

Engineering & Building Investigation Services

Unit 1/4 Textile Ave, Warana

Proposed Alterations / Raising of Existing Residence
0 Box 973 Buddina 4575 at Lot 31 (No. 81) Lake Flat Road Boreen Point
Phone 07 54369199 Fax 07 54369198 E: [email protected] Client: Robert Killeen

 

BRACING PLAN

Drawing No. A3-220221-S1

 

Scale: 1:100

 

NOVEMBER 2022

 

Drawn: HS

Checked: Edy