Operational Woks Application OPW18-0071, Plans 2 of 2 · OPW18/0071

 

SELECTED INSULATION IN ACCORD, rrr

WITH ENERGY EFFICIENCY REPORT
(WALLS, ROOF &/or CEILING}

ROOF BAITTENS SIZED, SPACED
& FIXED TO ENG. DETAILS.

GANGNAIL TRUSSES TIED
DOWN TO TRUSS MANUF.

ENGINEERS DETAILS
|

COLORBOND ROOF SHEETING
FIXED TO MANUF. SPECS. rrr

COLORBOND FASCIA & GUTTER

F.C SOFFITING.

POWDERCOATED ALUM. WINDOW & DOOR FRAMES

    

 

 

 

=
La “at PITCH INDICATED ON ELEVATIONS

 

 

 

im EL mt

EL

 

Bl

PLY BRACE PANEL (900mm MIN)

|

| (6.0KN/m)

 

TOP PLATE

WB2
METAL STRAPS (1800-2700mm}
L (1.5kN/m} L
4

 

 

 

pS LINTELS TO ENG, DETAI

lg ———— 10mm PLASTERBOARD

 

 

SELECTED CLADDING FIXED TO
MANUFACTURERS SPECS

SISILATION TO BUILDER'S SPECS. mri

1:20 FOR FIRST 1000 {SOmm FALL) ON
~~

   

 

LS

CEILING & WALL LINING.

Hiri i
L- CEILING BATIENS @ 450mm CTRS.
TOP PLATES TO ENG. DETAILS
pS TIMBER FRAMES TO ENG. DETAILS

CYCLONE RODS AS PER ENG. SPECS.
/ BOTTOM PLATES TO ENG. DETAILS
p—— 100mm CONC. SLAB

SLAB FABRIC TO ENG. SPECS. |
¥

INDICATED ON ELEVATIONS.

 

 

 

 

 

 

pMi2 BOLTS

be

 

 

 

 

 

STUDS

 

 

 

 

 

 

 

BOTTOM PEATE

 

 

 

 

 

 

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7 go,

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

  

 

 

FLOOR

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RRR ,
R.CONC. EDGEBEAM IS SSO = WB1 NOTES: WB2 NOTES:
DEPTH TO ENG. SPECS} RORORTRORT ROR
( . } ESS NY co SS KREG NX JS A 13kN CAPACITY CONNECTION EACH END 1. TENSIONED GAL METAL STRAP (0.8mm MIN THICK, 15.2mm2 SECTIONAL AREA)
ES SA ent KS SS NISSS NSS ‘ & INTERMEDIATELY @1200 CTRS - FIXED TO STUDS WITH 1, 30x2.8 GAL FLATHEAD NAIL &
ZR a CRUE YYZ RRA 1. M12 BOLT or - FIXED TO PLATESS WITH 3, 30x2.8@ GAL FLATHEAD NAILS (or equi
SSSIPEWNWWSOQWW.iw~ «W00~w~wW Mr ws 2. M12 THREADED ROD BETWEEN TOP AND BOTIOM PLATE 2, EX BOTTOM PLATS TO FLOOR FRAME OR SLAB win Non eau ONLY
0.2mm POLY. MEMB. 3. PLYWOOD TO BE NAILED WITH [email protected] GAL FLATHEAD NAILS (AS PER AS 1684.2 TABLE 9.4}
50mm MIN. COMP. SAND. (150mm CTRS ON STUDS AND 50mm CTRS ON 1/B PLATES)
R.CONC. STIFFENING BEAM
uso THESE DRAWINGS AND DESIGN ARE ISsué | DATE _(ORWN|CHKD COMMENTS PROJECT DATE
BS COPYRIGHT AND WILL NOT BE USED - DESIGN RECEIVED & ACCEPTED
b eC Ss D (? ke OR REPRODUCED BY ANY MEANS, V9nai2017] RW | RW | PRELIMINARY PLANS PROPOSED RESIDENCE TYPICAL SECTION & DETAILS
oo . WHOLLY OR PARTLY WITHOUT PRIOR A 111/01/2018; RW | RW. [GENERAL AMENDMENTS CLIENT SALES PROJECT STATUS
WRITTEN PERMISSION FROM -
cctimm building design BESPOKE BUILDING DESIGN Simian | BW [CONSTRUCTON DEANS CONSTRUCTION DRAWINGS
Principal Designer/Director DO NOT SCALE FROM THIS DRAWING C {10/03/2018} RW | RW [RETAINING WALL ADDED CLIENT LOCATION SCALE 3 ne CLASS, ‘C
VERIFY ALL DIMENSIONS PRIOR TO MACINTOSH, Douglas LOT 37 ON $P254354 INDICATED a
COMMENCEMENT OF ANY SITE WORKS DRAWING FILE NUMBER | PAGE
AND REFER ANY DISCREPANCIES TO BREWERS ROAD BI71211 . 8
2 BESPOKE BUILDING DESIGN. COORAN, QLD