09/1654 - Preliminary Building Works Assessable Against the Planning Scheme [As Published] · 172009.1654

 

 

FLOOR FRAMING SCHEDULE

BEARERS.

BI 250 x 50 F1é H'WOOD. FIX TO C2 8mm ANGLE
CLEAT, 6 CFW TO C2, 2 M16 BOLTS TO B1. FIX
8mm CLEAT 6 CFW TO C1, 2 M16 BOLTS.

B2 150 x 50 Fl& H’WOOD. FIX SIMILAR TO BI,

B3 295 x 8S HYNEBEAM 17C. FIX SIMILAR TO 81.

JOISTS

 

iN 150 x 50 Fis H'WOOD @ 450crs. FIX TO BEARER;

1 FRAMING ANCHOR 4/2.8mm NAILS EACH LEG.”
J2- 100 x 50 FIs H'WOGD @ 450crs. FIX SIMILAR TO
dj
3 200 x 50 FI4 H'WOOD @ 250crs. FIX SIMILAR TO
jt.

NM A

POLE PLATES
PP1 160 x 45 HYNE T3 GREEN, FIX 1 M16 CHEMSET
BOLT @ 450crs STAGGERED.

COLUMNS, .

C1 89 x 4.0mm SHS. FIX AS DETAILED. FIX 8 BASE
PLATE 6 CFW & Mi6 CHEMSET BOLTS TO RAC.
SLAB.

(2 75-x 4.0mm SHS, FIX AS DETAILED.

EC EXISTING COLUMN,

STUB COLUMNS
SC1 75 x 4.0mm SHS. FIX AS DETAILED.

ERS
Pi 350sq BRICK PIER. AS DETAILED.

 

FRAMING. SCHEDULE

ROOF BATTENS

38 x 50 FIk HWO @ 900crs. FIX 1/7Smm No 1%
TYPE 17 SCREWS. ALTERNATIVELY PROVIDE EQUIV.
STEEL BATTENS.

 

ROOF TRUSSES

ALL TRUSSES TO MANUFACTURER'S DESIGN AND
SPECIFICATIONS @ 900-Crs Max

1. INTERNAL TRUSS CONNECTIONS SHALL BE AS
SPECIFIED BY MANUFACTURER

BUILOER TO ALLOW FOR ALL TRUSS
MANUFACTURER'S REQUIREMENTS PERTAINING
TO TIE DOWN, BRACING AND SUPPORT. ’
TRUSS LAYOUT SHOWN INDICATIVE ONLY. TO
BE CONFIRMED BY MANUFACTURER AND
SUBMITTED: TO ENGINEER FOR VERIFICATION
PRIOR TO FABRICATION.

 

 

ROOF BEAMS , .
RB1 200 x 45 LVL. FIX TO COLUMN 8 ANGLE
CLEAT, 6 CFW TO Ci, 2 Mié BOLTS TO RBI.

RE2 195 x 65 HYNEBEACM 17C FIX AS SPECIFIED.
FIX SIMILAR RBI. i

RB3 150 x 45-LVL FIX SIMILAR TO RBI

RAFTERS

RI 150 x 45 HYNE LVL @ 600crs. FIX 2
FRAMING ANCHORS, &/2.8 DIA. NAILS EACH
LEG (TYPICALI.

 

WALL FRAMING SCHEDULE

 

 

MAXIMUM | JAMB STUDS @
STUDS: 90 x 35 MGP12 @ 450crs. [SPAN (mm)}SIDE_OF OPENING
TOP PLATES: 2/35 x 90 MGP12. 1200 1
BOTTOM PLATES: 35 x 90 MGPI2 1500 2
1800 2
INTERNAL (NON-LOAD BEARING! n00 3
STUDS: 70 x 35 MGPI2 © 450crs.
TOP PLATES: . 35 x. 70 MGP1Z 2400 3
BOTTOM PLATES: 35 x 70 MGP12 22400 3

NOTE: STUD SIZES MINIMUM ONLY,

REQUIRED.

LINTELS

ut

L2

1. ALL TIMBER FRAMING SHALL GENERALLY BE IN ACCORDANCE WITH
AS1684(N3). TIMBER JOINT GROUP - J2 OR JD4 U.N.O.

PROVIDE 1 ROW OF NOGGING AT 1350mm MAX. (TYPICAL).

LOAD BEARING WALL PLATES AND STUDS SHALL NOT BE TRENCHED,
HOUSED OR NOTCHED UNLESS SPECIFICALLY APPROVED BY THE

wn

e

w

195 x 65 HYNEBEAM 17C. FIX 8 CLEAT, 6 CFW TO C1.

190 x 45 MGP12
L390 x &5 MGPI2

ENGINEER.

FIX TOP PLATE OVER LINTELS WITHIN 00mm OF RAFTERS/TRUSSES
- WITH 30 x 0.8mm G.I, STRAP: 6/2.8mm DIA. NAILS EACH END.
GENERALLY PROVIDE M12 ANCHOR RODS AT CORNERS ADJACENT TO
OPENINGS AND AT 1200crs. MAX, (U.N.O).

 

 

 

 

 

 

INCREASE TO 90mm STUD AS

2/M16 BOLTS.

 

 

 

 

 

 

 

GENERAL TIMBER NOTES

ALL EXTERNAL TIMBER TO BE DURABILITY CLASS 2 OR BETTER IN
ACCORDANCE WITH AS1720.1 AND AS1720,2. ALTERNATIVELY THE TIMBER
CAN BE ADEQUATELY TREATED IN ACCORDANCE WITH AS1604.
HARDWOOD TO BE DURABILITY CLASS 2 FREE OF SAPWOOD.

LVL TO BE H3 TREATED/ SERVICE CLASS 3 WHERE EXPOSED.

 

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FOR CONSTRUCTION

 

ISSUEO FOR CONSTRUCTION 73.10.2009 | $GT as an .

 

 

 

Amendment

 

 

 

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CONSULTING ©
BARLOWGREGG

Barlow Gregg VOM Pty Lid
“ABN: 77 114 957 383

Wiese Ber am,

    

 

Frosec Coust

 

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E. barlowgregg®sdrgroup.com.ou
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Ts e437 0128 3955 22 9522

 

PO Box 200 Mooloolaba LO &5S7
9617 SeOG Coe
17 566s 0536

Coral Coast

24972 9577

 

 

PROKCT:

PROPOSED RENOVATIONS TO
EXISTING RESIDENCE

AT 12 PIPER STREET,
PEREGIAN BEACH

FOR PLATINUM RESIDENTIAL

DATE: OCT. 2009 [SCALE AS SHOWN]A 3
Deseo. LIR
IDRAWH: ACP
(CHECKED: NDW
PROJECT SET.SHEET REV}

BM090768 01.11 A