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Architecturals - REV C
Original PDF page 9, section 1. The text section number identifies this passage in the reader.
LEGEND - INTERNAL
DESIGN IN ACCORDANCE AS 1684.2 N3 CLASSIFICATION AP - APPLIANCE CUPBOARD
AND THE BUILDING CODE OF AUSTRALIA BC - BROOM CUPBOARD
C'BD - CUPBOARD
DP - DOWNPIPE
DW - DISHWASHER PROV.
FW - FLOOR WASTE
GAS - GAS CONNECTION
HP - HOT PLATE
WIND CATEGORY - N3 HWS - HOT WATER SYSTEM
L - LINEN
MH - MANHOLE
MW - MICROWAVE PROV.
GROUND BRACING DIRECTION A -178.2kN OHC - OVERHEAD CUPBOARD
PTY - PANTRY
MARK LENGTH COUNT RESISTANCE R - ROBE
REF - REFRIDGERATOR SPACE
RH - RANGEHOOD
Y600 600 2 7.68 SH - SHELF
TR - TOWEL RAIL
Y900 900 32 184.32 TRH - TOILET ROLL HOLDER
UBO - UNDER-BENCH OVEN
Grand total 192.00 WO - WALL OVEN
LEGEND - EXTERNAL
BV - BRICK VENEER
GROUND BRACING DIRECTION B - 42.4kN BL - BLOCKWORK
CO - CUSTOM ORB SHEETING
FC - FIBRE CEMENT SHEETING
MARK LENGTH COUNT RESISTANCE HF - HARDIFLEX CLADDING
LB - LINEA-BOARD CLADDING
X600 600 4 15.36 RBB - RENDERED BLUEBOARD
RB - RENDERED BRICKWORK
X900 900 16 92.16 RBL - RENDERED BLOCKWORK
SM - SYCON MATRIX PANELING
Grand total 107.52 TB - TIMBER BATTENS
WB - WEATHERBOARD (AS SPEC)
X600 X600 X600
Y900
X900
Y900
Y900
Y900
Y900
X900 X900 X900
Y900
Y900
Y600
Y900
Y900
Y900
Y900
Y900
Y900
X900 X900
Y900
Y900
Y900
Y900
Y900
X900 X900
Y900
Y900
X900
Y900
Y900
X900
Y900
Y900
Y900
Y900
X900
Y900
Y900
X900 X600
Y600
RAFTERS RAFTERS
SIZE TBC SIZE TBC
X900
Y900
Y900
Y900
Y900
X900 X900
REVISIONS
# DATE DETAILS
A 04-03-20 WD FIRST ISSUE
B 18-03-20 REVISIONS
C 25-03-20 REVISIONS
BRACING LEGEND :
HARDIBRACE' OR STRUCTURAL PLY BRACING WITHIN
PB WALL CAVITY TO MANUF. SPEC. PROVIDE STRUCTURAL
PLY WITH COACH SCREWS FOR CORNER 600 PANELS.
6.4 kN/m
TB TECO SPEEDBRACE OR ANGLE BRACE FIXED TO po box 418 p (07) 5442 6413
MANUF. SPECS. 1.5 kN/m cooroy q 4563 f (07) 5442 6549
QBSA 1083000
M12 CYCLONE RODS TO BE AT MAX. 900 crs. This plan remains copyright to
AND AT EACH SIDE OF OPENINGS. Ausmar Group and may not be
used in part or in whole without
ROOF TO BE BRACED WITH SPEEDBRACE OR the written consent of the
author. © 2015 Ausmar Group
ANGLE BRACE IN ACCORDANCE WITH TRUSS
MANUFACTURERS SPECIFICATIONS. WRITTEN DIMENSIONS TO
TAKE PRECEDENCE OVER SCALE
FRAMING : N3 BRACING
STUDS EXTERNAL & INTERNAL LOAD BEARING
: 70x35 (90x35) MGP12 @ 450 CRS PROJECT DESCRIPTION:
INTERNAL NON-LOADBEARING
: 70x35 MGP10 @ 450 CRS Proposed Display For:
: EXTERNAL CLADDED
CLIENT:
90x35 MGP10 @ 450 CRS
STUDS @ SIDES : < 900 x2 BRENDAN AND JESS
BEDFORD
: 1200 x2
: 1500 - 2400 x3
NOGGINS : @ 1350crs. MAX SITE ADDRESS:
PLATES EXTERNAL & INTERNAL LOADBEARING LOT 3, 5 FIGBIRD CT
TOP PLATE : 2/70x35 (2/90x35) MGP12
BOT PLATE : 70x35 (90x35) MGP10
INTERNAL NON-LOADBEARING LAKE MACDONALD
TOP PLATE : 70x35 MGP10 UBD REF
BOT PLATE : 70x35 MGP10
DRAWN BY S HOSKINS
EXTERNAL CLADDED: 90x35 MGP10
TRUSSES : PINE ROOF TRUSSES @ 900 CRS SCALE JOB CODE
TO MANUF. DESIGN & SPECS. REFER 1 : 100 ON A2
TO CONNECTION DETAILS FOR TIE DOWN DATE
04-03-20
D-BJB2
DETAILS. ROOF BATTENS FIXED TO TRUSS
AS PER MANUFACTURERS SPECIFICATIONS. SHEET 8 OF 18
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