Sharp MD-S10E Specifications download pdf (Page 14)

STANDARD SPECIFICATION - BUILDINGS

DPI REFERENCE TEXT - APRIL 2009

PAGE 14

Fixing: Fix to the top plate with 50 x 5 mm mild

steel over brackets with 1-M12 bolt to the truss top

chord centre line and 1-M16 bolt to the structure.

4.8 MISCELLANEOUS ITEMS

Roof Battens: Generally 75 x 50 mm Hardwood.

Ceiling Battens: Generally 75 x 38 mm Hardwood.

Fixing: Fix in long lengths with joints at truss crossings

and staggered. Double nail ceiling battens and x

roof battens to Deemed to Comply details.

Valley Boards: Fabricate from 19 mm exterior grade

ply and nail to each rafter.

BLOCK CONSTRUCTION

5. BLOCK CONSTRUCTION

5.1 GENERAL

Cross references

Refer to the following sections:

• Generalrequirements, for termite protection.

• Timber and steel construction, for structural

steelwork.

Standard

Masonry generally: To AS 3700.

Masonry units: To AS/NZS 4455.1 and

AS/NZS 4455.3.

5.2 MATERIALS AND COMPONENTS

Steel components

Galvanizing: Galvanize mild steel components

(including fasteners) to AS 1214 or AS/NZS 4680

as appropriate.

Masonry units

Strength: Generally 15 MPa for structural units.

Colour: Generally grey.

Flashings and damp-proof courses

Standard: To AS/NZS 2904.

Mortar materials

Cement: To AS 3972, Type GP.

Sand: Fine aggregate with a low clay content and

free from eforescing salts, selected for grading and

colour for facework.

Additives: Do not provide additives unless required

and approved.

Mortar mix table

Provide mortar mixes as follows: 1:1:6 cement,

lime, sand for all general block work. Other mix

proportions maybe required for special purposes.

5.3 CONSTRUCTION GENERALLY

Joints and cutting

Set out masonry with joints of uniform width and the

minimum cutting of masonry units.

Joints

Externally: Tool to give a dense water-shedding

nish. Use a 12 mm dia ironing rod.

Internally: Rake to give a key if wall is to be plastered

or strike ush if concealed.

Rod

90 mm high blocks: 6 courses to 600 mm.

190 mm high blocks: 3 courses to 600 mm.

Bond

Stretcher bond unless otherwise noted.

Bedding

Shell bed hollow blocks and completely ll bed joints

and perpends.

Perpends

Keep perpends in alternate courses vertically

aligned.

Double face walls

Select the masonry units for uniform width and

double-face qualities in single leaf masonry with

facework both sides. Before commencement,

obtain a ruling as to which is the preferred wall

face, and favour that face should a compromise be

unavoidable.

Colour mixing

In unpainted facework, distribute the colour range of

units evenly to prevent colour concentrations.

Sills

Use proprietary concrete sill units solidly bedded.

Appearance

Leave unpainted facework clear of mortar smears,

stains and discolouration. Do not clean using an acid

solution and do not erode joints if using pressure

spraying.

Wall Chasing

Chase concrete block walls to a maximum depth of

35 mm for 190 mm blockwork or 20 mm for 90 mm

blockwork. Do not chase walls nominated as re

rated or acoustic.

Protection

Elements: Protect masonry from rain and hot drying

winds for at least 24 hours after laying.

5.4 DAMP-PROOF COURSES

Location

Provide damp-proof courses to the base courses

of external walls on raft slabs or as shown on the

drawings.

Damp proof course: Use mortar with a black damp

course admixture to manufacturer’s instructions.

5.5 CONTROL OF MOVEMENT

Control joints for concrete Blockwork

Specifications March 2009.indd 14 11/03/2009 11:47:10 AM

1 2 ... 9 10 11 12 13 14 15 16 17 18 19 ... 47 48

Comments to this Manuals

No comments

Sharp MD-S10E Specifications Page 14

Comments to this Manuals

Related products and manuals for Minidisc players Sharp MD-S10E