Mens Shed Further Plans & Plumbing application

Generai Specification

Due to ongoing product development, the seller reserves the right
to make design and engineering changes up to the time of
commencing manufacture.

Standards & Codes - All buildings are designed in accordance
with the loads of AS/NZS 1170, AS 3600 for the concrete
components, the methods of AS 4100 for steel components and
the specific requirements of AS 4600 for cold formed sections.

Design Criteria - Region is dependent on your geographic location,
TC = Terrain Category is dependent on the surrounding terrain; Mt
= Topographic Factor (1 = lowest value); Ms = Shielding Factor (1 =
highest value). Refer to AS/NZS1170-2.

Unless nominated, no allowance has been made for earthquake
or snowloading. The building is not suitable for lining with gyprock.

it is the responsibility of the purchaser to ensure that the Design
Criteria nominated is suitable for the site and proposed building
use. This should be obtained from a suitably qualified & insured
person/company.

Dimensions - all dimensions nominated are nominal sizes only.
Length and width are to inside of sheeting. Height is to top of
gutter. Open bays have bracing header sheets (see bracing
below). If an exact opening or clearance is required, then this must
be specifically nominated as “exact size” in the quotation.

Environmental Characteristics - All components of the steel
building are designed to suit the conditions generally described as
"Non aggressive". Care must be taken with any steel building to
ensure that regular maintenance is carried out. The suitable
conditions and Maintenance requirements are defined in the
various BlueScope Steel Technical Bulletins,

Roof & Wail Sheeting - BlueScope Steel as nominated. TCT refers
to Total Coated Thickness. BMT refers to Base Metal Thickness.
Refer to BlueScope Steel TB-1a&1b

Zincalume Steel Sections - Zincalume purlins and girts have a
minimum coating of 350-gm/m2 (2350) and a minimum yield
strength of 450Mpa. Refer to BlueScope Steel TB-17

Fasteners - All major connections are bolted, all other connections
are tec screwed. (Some sheds are provided with bolted purlins and
girts) Fasteners are supplied to a class 3 standard as defined in
AS 3666. Roof screws with cyclonic washers are ONLY provided
where the building is rated cyclonic. Should conditions be severe
(ISO Category 4 or 5), then class 4 fasteners may be required. The
purchaser should advise the seller if this is required. (Refer to
BlueScope Steel TB-16 and manufacturers warranty data.)

Bracing

Wall & Roof: Where nominated in the engineering plans, steel
strapping shall be fitted. In open bays, a double eave purlin is
provided for bracing purposes. When a side is fully open, this will
result in the span being reduced by 10 to 150mm on open side.
Subject to engineering cross bracing in some open bays may be
required.

Apex; Where nominated in the engineering drawings, apex braces
are supplied. Apex braces are bolted and screwed to the rafters.
Droppers are provided where necessary.

Knee Braces: Where nominated in the engineering drawings, knee
braces are provided. Knee braces are bolted and screwed to the
rafters and columns and in some instances of open bays to the
columns and eave purlins. The knee braces and apex braces will
reduce the internal clearance height of the building.

End Wall Mullions - Where nominated are fixed at 90 degrees to
the columns and inside the rafter. These reduce internal clearance.

Gutters - The gutter type supplied will be nominated by our
supplier as the most common type for the area.

Quote # MCC1403184-5

Footings and Slab - Concrete designs provided for all soil Classes
except Extreme (E) and Problem (P) soil conditions. These
designs are for a safe bearing value 2100kPa. (400kPa ultimate).
Where a slab is to be nominated, the wall sheeting will be supplied
to extend 50mm past the slab (building height + 50mm). When
footings are nominated, wall sheeting is provided to building
height.

Fixing Method - The fixing method nominated is for the main side
columns. Other columns are supplied as per engineering design.
Where chemical studs are nominated, due to hazardous transport
laws, the chemical is to be supplied by others. The Engineers
design may override your request.

Marking, Cutting and Drilling - Most components are marked for
easy identification and placement. Most are also cut to length and
drilled to suit bolt placement. It will be necessary to cut and/or drill
some components on site.

# symbol indicates items that are only included when specifically
nominated in your quotation.

# Colours - Some products in some areas have a limited colour
range. High Profile 0.40 TCT wall sheeting is limited in colours in
some areas.

# High Profile 0.40 Wall Sheeting - Only available in some areas.
When not available, Low Profile sheeting will be supplied at no
extra charge.

# Dividing Walls - Sheeting to one side of the wall. Where the wall
is in Zincalume, any doors etc. on the wall shall also be in
Zincalume,

# Downpipes - 100 x 75 or PVC as provided by our supplier.

# Internal Stud Walls - No sheeting provided.

# Access Doors - All roller doors, shutters, steel sliding or bifold
doors and PA doors are NOT wind rated. Roller doors can have
windlocks fitted at an additional cost. The sizes quoted are
approximate door sizes - NOT clear opening sizes. Clear opening
sizes may be reduced due to the building height or widths. Where
doors have motors, chains or hinges fixed, these are on the left
hand side (looking from the inside to out). All roller doors keys
(where included) are keyed alike, unless otherwise stated. All
Stable shutters will be provided in the same colour as the wall
colour. Sliding doors are supplied so that each door will slide
across the door bay plus one other bay as per shed layout. All
doors are supplied as base rolling only.

# Roller Door Transport Protection - All doors are either steel
wrapped or hardboard covered to protect them during transport.
Care must still be taken with Roller Doors,

# Windows - Positions shown on plans are for illustration
purposes only (all windows are 2.1m to top of window from floor
level). Windows are to be supplied by others. A header flashing is
provided as part of the building. Other stite material is provided to
enable secure fixing of the windows and surrounding sheeting.

* # Mezzanine Floors - Supply is for bearers and joists only. No

flooring or balustrade is supplied. Combined Dead Load plus Live
Load of 1.5kPa maximum. Joists spacing of 600mm. Support
posts fitted under bearers in line with End Wall Mullion positions.
# Skylights - Translucent Fibreglass sheeting. Industrial weight
(2400 gm per m2) unless otherwise nominated. Safety mesh (if
required) is to be provided by others. Maximum of one sheet per
bay, per side.

# Insulation + Wire - Of the type nominated in the quote.

# Delivery - Delivery is quoted to within the normal delivery runs.
Additional fees apply where the address is off the run. Alternatively
delivery is to be ex works. Unloading is not included where any
length exceeds 11.8m. Semi trailer access required.

# Ex Works - collection will be from our various suppliers depots
(more than 1) within the nominated city.

No Compromise Steel Building Solutions