stair text book -...

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©TAFE NSW Construction and Transport Division1

STAIRBUILDING

This text introduces subject matter related to the set out and construction of timberstairs. It builds on knowledge and skills acquired during the first stage, which shouldbe revised and practiced throughout the course.Reference may be made to “Basic Building and Construction Skills”, produced by TAFE and Addison, Wesley, Longman Australia Pty Limited, to re-examine andreinforce these basic skills.

The main areas covered are:

Internal and external stairs and associated balustrades.Various stair types are outlined, including dogleg, quarter space and single flights.Internal stairs will have closed risers, handrails and balusters, while the external stairswill be open riser with handrails and guardrails.

BCA requirements are covered to allow for design and construction of residentialstairs, including slope relationship formula (2R + G) and maximum spaces betweentreads to create safe open riser stairs.

Method of setting out, cutting and assembling internal and external stairs is covered aswell as the calculation of quantities and cost of materials for both internal and externalstairs.

Note: This text only covers stair types and stair requirements for residentialconstruction.

A comprehensive ‘Glossary of Terms’ is included at the end of this text, which provides a detailed description of trade terms, technical content and some trade jargon.

STAIR BUILDING


STAIRS

A stair consists of a number of steps, made up of treads and risers, combined and supported toprovide continuous access between floors and/or landings. It may also be referred to, morecommonly, in the plural sense as a‘Stairway’.Note: It is preferable to use the terms Stair or Stairway as opposed to Staircase, whichoriginally referred to the space in which a flight was built.

Fig. 1 Stairs for residential construction

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DEFINITIONS - Stair Types

Bracketed stair: Also referred to as‘Cut and bracketed’, it is a stair with strings having theshape of treads and risers cut out on the top edge and fitted with an ornamental bracket, or fretwork, underneath.

Circular stair: A stair with or without a central well having steps, which radiate from acommon centre.

Closed stair: A stair, which has side walls or partitions on both sides and is usually closed by adoor at one end. It may also be referred to as a‘Boxed stair’, or an‘Enclosed stair’.

Closed string stair: A stair in which the treads are not visible in a side view of the stair flight.

Dogleg stair: Also referred to as a’Half-turn stair’, it is a stair with two flights betweenstoreys, which are connected by a rectangular half landing for a 180° turn. The outer strings ofeach flight are housed into a common newel post, which does not allow for any stairwell.

Geometric stair: A continuous sweeping or flying stair, with no newel posts or landings,having a continuous curved string and handrail. It may be designed to fit a semicircular orelliptical stairwell.

Helical stair: A stair with a circular plan where all the treads are winders. This stair is alsoknown as a‘Spiral stair’or‘Winding stair’.

Open newel stair: An open stairwell with two landings between floors, short flights betweenlandings, and newel posts at the corners.

Open riser stair: A stair consisting of strings and treads with no riser boards between treads,thus leaving the risers open.

Open stair: A stair, which is not enclosed by walls or separated from the space where it isplaced.

Open string stair: A stair with a cut string to the shape of the risers and treads, on one or bothsides, facing the stairwell.

Quarter turn stair: A stair with two flights at right angles to each other with a quarter spacelanding between them.

Return flight stair: A dogleg stair where the outer strings of each flight are vertically aboveeach other.

Spine string stair: An open riser steel stair with a single central spine (spine string) andwelded tread supports.

Winding stair: A circular or curved stair, which changes direction by means of winders, withor without landings.

STAIR BUILDING


Common Stair typesStairs may be designed in a variety of forms to provide practicality, function, decoration and/oraesthetic appeal. Some of the types available are as follows:

Fig. 2 Straight open-riser Fig. 3 Dogleg

Fig. 4 Quarter turn

Fig. 5 Geometrical circular Fig. 6 Spiral or Helical

Landing

DiagonalBracing

Housedstring

SECTION A-A

Tie bolt

First floor landing

ELEVATION 1Spandrellpanelling

Storageunder

First floorlanding

Ground Floor

First Flight Half Space Landing

Second or Return Flight

Quarter space landingSECTION B-B

Bull Nose step

Quarter space of winder preferably kept to bottom of flight orotherwise avoided

Centre level

ELEVATIONELEVATION

All treads are windersin circular and spiralstairs

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MATERIALS USED FOR STAIRS

Stairs may be constructed from a wide range of materials, which include stone, brick, timber,steel, concrete and/or combinations of these.

STONE

This was probably the first material used for purpose made stairs in the history of building.Evidence of this can be seen in such early structures produced firstly by the Egytians in manyof their temples and sarcophagi (burial tombs), then the Greeks in structures found at theAcropolis, followed by the Romans in structures like the Colosseum and the Forum Romanum.Spiral stone stairs were also very popular throughout history with many being used in medievalEnglish castles through to more modern Spanish structures, as found in the towers of AntonioGaudi’s Sagrada Familia in Barcelona.

Fig. 7 Detail of a typical stone spiral stair flight

STAIR BUILDING


BRICK

Small flights of solid brick stairs are used externally for access to and from low patios andverandahs. They are usually laid on a concrete strip footing on either side to support theenclosing wing walls and may have treads constructed of brick-on-flat, brick-on-edge or arendered brick finish. Dry pressed bricks are preferred for brick stairs and steps as they don’t have holes through them, like the extruded types, and may be laid frog down to provide a neatfinish.

CONCRETE

Reinforced concrete stairs are more commonly found in commercial construction, however thismethod of construction may also be used in residential buildings where the upper floor is alsoconcrete. The most common use of concrete stairs in residential construction, is externally frombalconies and verandahs.

Fig. 8 Small solid brick flight of stairs

Fig. 9 External reinforced concrete stairs

Brick-on-edge coping towing wall

Solid brick steps with brick-on-edgetreads

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STEEL OR IRON

Steel stairs are more commonly associated with external commercial fire stairs, however theymay also be used internally.

The most common construction typeis the spiral stair, used in manyVictorian period buildings wherenarrow building designs onlyprovided compact areas for stairs.

Spiral stairs had a revival during the1960’s and early 70’s in many contemporary cottages, although theywere simplified in design and detailusing a steel spine and handrail,supporting timber treads.

Some newer versions are of all timberconstruction using modular units andspacers to construct the flight.

The tread width in the sloperelationship, i.e. the preferred goingwidth to step rise, is calculated at7/10 (seven tenths) of the distancebetween the outside of the centre poleand the inside of the handrail.This allows a person to ascend ordescend the flight safely and easily.

Fig. 10 Typical elevation and plan of an iron spiral stair

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OTHER TYPES

Straight flight steel stairs are mostcommonly used in commercial workas fire stairs and catwalks. They arenormally constructed of galvanisedsteel with chequer-plate treads andlandings, having open risers.

Combinations of steel and timber may be used for internal stairs or steel and precast concretetreads for external use.The usual method of design is to have a steel spine or carriage piece with welded angularbrackets, to support and provide fixing for the treads.Solid or laminated timber may be used for the treads and the handrails are typically made offabricated steel.

Fig. 11 Steel external stairs

Fig. 12 Combination stairs

Chequer platetreads

RS stanchion supports

Plan

Section

10mm MS String

RS channel frame to landing

MS handrail

Solid or laminated timber treads

Welded angular brackets

Single steel spineor carriage piece

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TIMBER STAIRS

Timber stairs are probably the most common form of stair found in a residential building. Theycomprise of strings, treads, risers, landings and handrails and are normally closed riserconstruction, for internal use, and open riser construction for external use.Where the treads and risers are to be covered with carpet the base material may be of structuralparticleboard or MDF (Medium Density Fibreboard).Timber stairs, which are to be stained or clear finished, are normally made from hardwoodtimbers, as they provide the best resistance to wear and tear. Commonly used timbers mayinclude meranti, brushbox, Sydney bluegum, jarrah, grey gum, turpentine and many otherspecies. Naturally soft timbers, such as most of the conifers, should be avoided for traffic areas.

Fig. 13 Timber stairs for residential construction

STAIR BUILDING


PARTS OF TIMBER STAIRS

String: There may be one or two strings toa flight, which are the inclined sides of thestairs designed to carry the load transferredfrom the treads and risers.

Tread: This is the wide horizontal memberbetween strings to form the top of the step.

Riser board: This is the narrow horizontalmember between strings to form thevertical face of each step.

Nosing: This is the rounded front edge ofthe tread, which projects past the face of theriser board. Its purpose is to finish the treadedge and widen the tread to prevent theriser from being kicked or scraped.

Glue blocks: Triangular blocks of timberfitted under the back of the tread/riserconnection to hold the two together.

Wedge: These are tapered lengths of timberdriven into prepared tapered housings in thestring, placed behind the riser and under thetread to ensure a tight top side gap-free fit.

Newel post: This is an upright post, towhich the strings and handrail are attached.

Handrail: A rail fixed between newel postsparallel to the top edge of the string, toprovide a safety rail for stair users.

Balusters: These are the small sectionedvertical members, with a Max. 125mmopening size placed between the handrailand string.

Balustrade: This is the whole framing,which comprises of a handrail, balusters,newel posts and string or kick plate forlanding balustrades.

Spandrel: This is the triangular shapedspace formed between the underside of thestring and the floor.

Fig. 14 Parts of the stairs

String

Nosing

Tread

Riserboard

Glue block

Wedges

Handrail

Newel post

String

Spandrel

Brackets

Balusters

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LANDINGSA flight of stairs is limited to 18 risers, before it must have a break. This break may be in theform of another floor level or a landing. A landing may take the following forms:

Half–space landing: This is a landing formedbetween flights at 180° to one another, often referredto as a‘Dogleg’ stair.The length of the landing is equal to the width of theflight and the width of the landing is equal to twicethe width of the flight, plus a stairwell if required.

Quarter–space landing: This is a landing formedbetween flights at 90° to one another, often referredto as a‘Quarter-turn’ stair.The length of the landing is equal to the width of theflight and the width of the landing is also equal tothe width of the flight.

Intermediate landing:This is a landing formed between flights running inthe same direction.The length of the landing is equal to at least thewidth of the flight and the width is equal to thewidth of the flights.

Fig. 15 Half-space landing

Fig. 16 Quarter-space landing

Fig. 17 Intermediate landing

STAIR BUILDING


PROPORTIONS OF STAIRS

When measuring up for stairs, it is important to know the exact measurements of the length andheight of the flight, to allow for accurate calculation of the treads and rises. The followingproportions must be obtained:

Rise of Flight:This is the vertical distance measured between landings or between finished floor levels.

Going of Flight:This is the horizontal distance measured between the face of the first riser and the face of thelast riser.

Rise of Step:This is the vertical distance measuredfrom the top of one tread to the top ofthe next tread.

Going of Step:This is the horizontal distancemeasured between the face of oneriser and the face of the next riser.(The nosing is not included in thismeasurement)

Note: The rise and going proportionsmust remain the same throughout theflight(s) of stairs.

Fig. 18 Rise and Going of a flight

Fig. 19 Rise and Going of a step

Going of Flight

Ris

eof

fligh

t

Going of step

Ris

eof

step

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BCA COMPLIANCE REQUIREMENTS

Stairs for residential use must comply with the following:

Maximum Risers: The minimum number of risers required to make a flight is two (2) and the Maximumnumber of risers allowed without a break/landing/floor is eighteen (18).

Risers and Goings: All risers and goings must be equal throughout the flight or connected flights.

Open Risers: Where open risers are used, the gap between the top of one tread and the bottom of the next treadmust not exceed 125mm.Note:125mm is the estimated minimum size of a young child’s head, which if able to pass through the gap would allow the child’s body to follow.

Spiral Stairs: These stairs must not be wider than 1.0m and must have the allowable tread width for the stair atseven tenths (7/10) of the flight width out from the face of the central support pole.

Flight Width: According to the BCA, there is no maximum or minimum width of a flight for residentialconstruction, however it is suggested that the flight be at least equal to the average width of an adult personsshoulders, which is 600mm.

Tread Finish: Treads must have a non-slip finish or have a non-skid strip fixed close to the edge of the nosing.

Other critical dimensions are shown on the following diagram:

Fig. 20 Critical stair dimensions

Ceiling line

Handrail

2030

min

.

Newel post

Balusters

865

125Max.

125max

1000

min

STAIR BUILDING


STAIRS WITH WINDERS

An alternative to a single level landing is the use of‘Winders’, which are normal treads with atapered length. They have a constant rise to match the other parallel steps and should have atread going to match other parallel treads, when measured at the centre of the flight width forflights less than 1.0m wide.

Note: Flights greater than 1.0m wide should have the tread going measurement at 400mm outfrom the inside handrail side.

Where winders are used instead of a landing, the tread size may be different from the paralleltreads provided all the winders are the same size and there are is a maximum of only three (3).

Fig. 21 Layout for stair winders

(Kite winder)

Winders

Proportion for going measuredalong this line for all treads

1.0m

orle

ss

Equal Equal

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DETERMINING STEP PROPORTIONS

The accepted formula, as per BCA, for calculating riser and tread dimensions for stairs, oftenreferred to as‘Easy going stairs’, is twice the rise plus one going, or (2R +G). The result ofthis calculation must fall between 550mm and 700mm, known as the Slope Relationship.

TABLE 1ACCEPTABLE PROPORTIONS FOR STAIRS

Calculating Rise and Going for a Flight

The basic information required to calculate the rise and going for any flight of stairs is:

The rise of the flight; Going of flight and whether it is restricted or unrestricted; and Basic knowledge of BCA requirements and formula for slope relationship.

METHOD 1The following steps outline the method adopted to calculate the rise and going for a given flightof stairs with an‘unrestricted’ going:METHOD 2

The following steps outline the method adopted to calculate the rise and going for a given flightof stairs with a‘restricted’ going:

RISER (R)(mm)

GOING (G)(mm)

Min. Max. Min. Max. Min. Max.

SLOPE RELATIONSHIP(2R+G) (mm)

115 190 240 355 550 700

STEP 1 Obtain the rise of the flight;

STEP 2 Assume a suitable rise, when the average rise is (190 + 115) ÷ 2 = 153mm ;

STEP 3 Establish the number of risers by dividing the assumed rise into the rise of theflight;

STEP 4 Establish the length of the going by using the average slope relationshipmeasurement, i.e. ( 550 + 700) ÷ 2 = 625mm, substitute the average risemeasurement for ‘R’in the formula, then transpose the formula to find ‘G’.

STEP 1 Obtain the rise of the flight;

STEP 2 Assume a suitable rise, when the average rise is (190 + 115) ÷ 2 = 153mm ;

STEP 3 Establish the number of risers by dividing the assumed rise into the rise of theflight;

STEP 4 Establish the length of the going by dividing the assumed rise into the restrictedflight going. Check to see if both the rise and going measurements comply, bysubstituting them for‘R’ and‘G’, and apply the formula (2R + G).

STAIR BUILDING


Example 1:

Using‘Method 1’, calculate the number and size of the rises and goings for a flight of stairswith a rise of flight of 2.650m and an unrestricted going of flight.

Therefore, there will be 17 risers at 156mm and 16 goings at 313mm.

Note: The total length of the flight going will be 16 x 313 = 5.008m

STEP 1 Rise of flight = 2650mm

STEP 2 Assume a rise, say average = (190 + 115) ÷ 2 = 153mm

STEP 3 Number of risers = 2650 ÷ 153 = 17. 320 risersThere must be full equal-sized risers, therefore round off to 17 risers.

The height of each riser = 2650 ÷ 17 = 155.882, say 156mm

STEP 4 The number of goings will be one (1) less than the risers, therefore 16 goings.The size of the goings will be based on the average slope relationship measurement= (550 + 700) ÷ 2 = 625mm.

Now substitute the known measurements for the formula symbols:

= (2R+G) = 625= (312 + G) = 625

Now transpose the formula to find the value of ‘G’:’G’ = 625 - 312= 313mm

Fig. 22 Layout of stairs for an unrestricted flight

5008

313

156

2650

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Example 2:

Using‘Method 2’, calculate the number and size of the rises and goings for a flight of stairswith a rise of flight of 1.900m and a restricted going of flight of 3.350m.

Therefore, there will be 12 risers at 158mm and 11 goings at 305mm.

Check formula for compliance with BCA

(2R + G) = ( between 550 and 700mm)= 316 + 305 = 621mm, therefore it complies.

STEP 1 Rise of flight = 1900mm

STEP 2 Assume a rise, say average = (190 + 115) ÷ 2 = 153mm

STEP 3 Number of risers = 1900 ÷ 153 = 12.418 risersThere must be full equal-sized risers, therefore round off to 12 risers.

The height of each riser = 1900 ÷ 12 = 158.333, say 158mm

STEP 4 The number of goings will be one (1) less than the risers, therefore 11 goings.

The size of the goings will be based on the length of the flight going divided by thenumber of goings:

= 3350 ÷ 11 = 304.5, say 305mm

Fig. 14.23 Layout of stairs for a restricted flight

305

3350

158

1900

STAIR BUILDING


METHOD OF MEASURING UP for TIMBER STAIRS

The accuracy of the finished product will depend on the accuracy of the initial measuring upon-site. There are several points to consider and critical information to record, as follows:

Measure the finished floor to finished floor height to establish the rise of the flight, or todetermine whether or not a landing will be required between flights. A more accuratemethod of establishing the rise would be to mark the height onto a rod or batten;

Check the walls for parallel, square and straight to ensure a proper fit, or to allow forcoverstrips where the strings do not fit neatly to the walls;

Check the position of existing windows to ensure the flight(s) do not pass across anopening;

Check the going of the flight for restrictions, e.g. doorways, walls, available headroom,etc. and record the going of the flight, as required;

Note the bearing position for the top of the flight to allow for fixing and finishing of thetop riser and nosing, if required; and

Calculate a suitable rise and going for each step, based on the slope relationship formula,i.e. (2R + G) = 550 to 700mm.

Fig. 24 Check on-site details

Finished upper floor

Proposedstairposition

Doorway

Mea

sure

rise

Measure available going

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SETTING OUT THE STRINGS

Once the rise and going of each step is established, carry out the following:

STEP 1 Select string material, placeany bows up and set amargin line from the topedge, for closed strings, toensure the nosing stayswithin the width of thestring.

Fig. 25 Set a margin line as required

STEP 2 Set up a steel square with the calculated rise and going measurements for each step,including the set back distance for the margin line.Start from one end to allow for riser, newel post and point of attachment notch,then mark out all the rise and tread positions.Note: These set out positions represent the top of the tread and the face of the rise.

Fig. 26 Set out the strings

String

Margin line

String

Margin lineGoing

Ris

e

Steel square set up for step set out

STAIR BUILDING


STEP 3 Set out for the thickness of each rise and tread, including a stopped housing for theend of the tread nosing, ready to be trenched. The strings should be set out andtrenched as a pair.

Fig. 27 Set out positions for treads and risers

STEP 4 Set out the complete string with allowances for wedges under treads and behindrisers, tenons into newel posts and reduction of string length to fit between newelposts.

Fig. 28 Complete string set out

Thickness of tread marked

Thickness of riser marked

Top newel post position

End of tenon

Shoulder of tenon

Treads, risersand wedgeallowance

Bottom newel postposition

Shoulder of tenon

End of tenon

Level cut to bottom of string

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STRING SET OUT TEMPLATE

An alternative to setting out individual treads and risers is to use a template, which has thetread, riser thickness and wedge allowance prepared ready to be traced onto the string to suitthe particular set out required.The adjustable guides are set to suit the string width being used, which allows the template toslide along after each set out is made. The template may be reversed to set out both left andright strings.The detail below provides set out details to allow for the fabrication of a standard template.Note: A similar template may be fabricated for use with a router. The opening sizes areincreased to allow a template guide to be fitted to the base plate of the router, which runsaround the tread, riser and wedge outline within the template.

Fig. 29 Typical stair set out template

2006565

Wingnut

100Wingnut

100

30

30mm longSlottedhole

6mmPlywood

60

3010

0

80

275

550

Wingnut

Sharpened nails in pre-drilled holes

30x18

35

380

60

34

220

DETAIL FOR TREAD and RISER

425

30x18

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ROUTER AND TEMPLATE

The quickest way to remove the waste from string set outs and cut neatly to the outline is to usea router fitted with a template guide.A string template may be made by increasing the size of the string template to allow for thethickness of the protruding router template guide. This allows the router cutter to cut neatlyalong the set out lines and remove the waste at the same time.

Fig. 30 Router fitted with template guide

Fig. 31 Step template for router guide

Step template

Template guide‘X’String

Outline for router templateguide

‘x’

Allowance for template guide

Original step outline

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STRING / NEWEL POST SET OUT

The newel posts are positioned to allow the face of the bottom riser and the face of the top riserto be in line with the centre of the newel post. This means that both these risers will be housedinto the newel posts, as well as a portion of each tread and nosing. The ends of the strings aredouble tenoned, or have a full width tenon, and morticed into the newel posts.

Fig. 32 Set out and jointing of strings and newels

Shoulder line on string material

Newell is positioned with centre line onface of the riser board

Newel

Housing to takenosing and riser

Newel notched forlanding trimmer

String

Detail at top of Newel

String

Tread

Doubletenon

Newel

Housing to taketread and riser

STAIR BUILDING


HANDRAILS/NEWELS/BALUSTERS

There are many different profiles available for handrails, newel posts and balusters. They maybe of solid timber sections or be built-up in laminations. Handrail edges are rounded to preventsharp edges and splintering.

Fig. 33 Typical handrail profiles

Fig. 34 Newel posts and balusters

Newel Posts Balusters

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OPEN RISER STAIRS

Open riser stairs are more typically used in external situations and are constructed of durablehardwoods or treated pine timbers. The strings are housed to take treads and prevented fromspreading with the use of threaded booker rods.Some suitable Class 1 durability timbers for external stair use, as per AS 1684—Part 2, whichmay be fully exposed or in contact with the ground, are as follows:

Treated radiata pine Coastal grey box Grey gum Forest red gum Red and grey ironbark Messmate Tallowwood

Note: Handrails for decks andexternal stairs are not requiredunless the top of the landing, or anytread, is more than 1.0m above thefinished ground level, or paving.

Fig. 35 Section through open riser stairs

Fig. 36 Isometric view of completed external stairs

Rise of step

Max 125mm space

Riseofstep

Booker rodtension bolts

Ground level

Dowel into concrete pad

Horn for fixing

Booker rodtension bolts

Concrete pads

STAIR BUILDING


OPEN RISER STAIRS - Alternative fixing

Traditionally, external stairs are fixed using a non-corrosive dowel into a concrete pad, at thebottom of each string, and a timber horn at the top of each tread.

Fig. 37 Use of galvanised metal fixing plates

However, an alternativemethod of fixing would be touse galvanised metal fixingplates, or shoes cast into aconcrete pad at the bottom ofthe strings, and galvanisedmetal fixing plates boltedbetween the top of the stringsand ends of floor joists.

Fixing plate

String

Tread

12mm bolt throughstrings (tension rods)

Fixing plate

SECTION - CLOSED STRINGOPEN RISER STAIR

ISOMETRIC VIEW

Max. 125mm

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CONSTRUCTING OPEN RISER STAIRS

Open riser stairs are measured up and constructed in a similar way to closed riser stairs,although connection between the newels and strings tends to vary. The balustrade is normallysimpler in design, consisting of a handrail, guard rail and newels.The treads may be housed through to the string top edge or they may be housed to take the endsection of the tread only.

Fig. 38 Typical open riser flight of stairs onto a verandah

Fig. 39 Optional fitting of treads

Handrail

Guard rail

Landing deck

Boltedconnections

Galv. Postshoes

Verandah balustrade

Verandahdeck

Threadedbookerrod

ThreadedBookerrods

G.L.

END ELEVATION ELEVATION Through housed treads

PLAN

125mmmaxThreaded

Booker rodPreferred20mm overlap

TREADS - Stop housedTREADS - Through housed

STAIR BUILDING


CALCULATION OF STRING LENGTH

Calculation of string length is similar to the calculation of a common rafter. A triangle isformed by the rise of flight, the going of flight and the hypotenuse or string length.An allowance of one (1) step going is added to the going of flight to allow for fitting andfinishing of the strings, where they are not mortice and tenoned into the newel posts.Note: Where the going of flight is not restricted, calculation of a suitable step going will haveto be calculated, to suit the slope relationship formula (2R + G), then multiplied by the numberof treads to obtain the flight going.

Rise of flight =

1.020m, Going of flight = 1.425m ( Rise = 170mm, Going = 285mm)

STEP 1 Check and record measurements for the rise and going of flight.(Calculate going of flight if required)

Fig. 40 Obtaining rise and going of flight

STEP 2 Calculate the length of the string using the following formula:

Length of String = √ ( Rise of flight )² + ( Going of flight + One going of step)²

= √ 1.020² + 1.710²

= √ 1.040 + 2.924

= √ 3.964

= 1.991m

Order 2/ 2.1Therefore,

Landing and newel posts

Proposedstairs

1020

(Ris

eof

fligh

t)

1425(Going of flight)

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CALCULATION OF STAIR QUANTITIES

Example 1: SINGLE OPEN RISER FLIGHTCalculate the quantity and cost of dressed tallowwood required to construct a single flight ofstairs with open risers, when:

Note: Cost of material includes GST

Specification: Rise of flight = 1.550m;Going of flight (restricted) = 2.800m;Rise of step to be around 160mm;String material o/o 250 x 50 DAR tallowwood @ $12.80/m;Treads o/o 325 x 50 DAR tallowwood @ $16.50/m; andWidth of flight = 1500mm.

No. of Risers: = 1.550 = 9.688, say 10 risers0.160

Height of Risers: = 1.550 = 155mm10

No. of Goings: = (One less than rises), therefore 9

Length of Goings: = 2.800 = 311mm9

Check: ==

(2R + G) = between 550 to 700

310 + 311 = 621mm OK!Length of String: = √ ( Rise of flight )² + ( Going of flight + One going of step)²

√ (1.550)² + ( 2.800 + 0.311)²√ 2.403 + 9.678√ 12.081

3.476mOrder - 2/ 3.6

Timber Order: = Strings - 250 x 50 DAR Tallowwood - 2/ 3.6Treads - 325 x 50 DAR Tallowwood - 9/ 1.5 or 3/ 4.5

Cost: = Strings - (2 x 3.6) = 7.2 x $12.80 = $92.16Treads - (3 x 4.5) = 13.5 x $16.50 = $222.75

Total Cost: ==

92.16 + 222.75$314.91

STAIR BUILDING


Example 2: SINGLE OPEN RISER FLIGHT WITH BALUSTRADECalculate the quantity and cost of dressed tallowwood required to construct a single flight ofstairs with open risers, including newel posts, handrails and guard rails, when:

Specification: Rise of flight = 1.020m;Going of flight (determined) = 1.425m;Rise of step to be 170mm;Going of step to be 285mm;Width of flight = 1000mm.Size of landing = 1000 x 1000mm;String material o/o 250 x 50 DAR tallowwood @ $12.80/m;Treads o/o 300 x 38 DAR tallowwood @ $11.60/m;Handrail o/o 125 x 38 DAR tallowwood @ $5.30/m;Guard rail o/o 75 x 50 DAR tallowwood @ $3.90/m; andNewel posts o/o 100 x 100 DAR tallowwood @ $7.85/m.

Fig. 41 Open riser flight with balustrade

No. of Risers: = 1.020 = say 6 risers @ 170mm high0.170



Check: = (2R + G) = between 550 to 700

340+ 285 = 625mm OK!

1000

(Hei

ght o

fhan

drai

l)

1020

(Ris

eof

fligh

t)

1425(Going of flight)

1000(length and width of landing)

CARPENTRY - HOUSING



Length of String: =====

√ ( Rise of flight )² + ( Going of flight + One going of step)²√ 1.020² + 1.710²√ 1.020² + 1.710²√ 3.964

1.991mOrder - 2/ 2.1

Treads: = Order - 5/ 1.0 or 1/ 5.1

Handrail: = Stairs - (same as string), say 1/ 2.1Landing - 2 sides at 100mm, say 1/ 2.1Order - 2/ 2.1

Guard rail: = (allow same as for handrails),Order - 2/ 2.1

Newel posts: = (allow 2 for landing), 1.000 + 1.020 = 2.020, say 2/ 2.1(allow 1 for stairs), 1.000 + (1 rise) 0.170 = 1.170, say 1/ 1.2Order - 1/ 3.3, 1/ 2.1

Timber Order: = Strings - 250 x 50 DAR Tallowwood - 2/ 2.1Treads - 300 x 38 DAR Tallowwood - 1/ 5.1Handrail - 125 x 38 DAR Tallowwood - 2/ 2.1Guard rail - 75 x 50 DAR Tallowwood - 2/ 2.1Newel posts - 100 x 100 DAR Tallowwood - 1/ 3.3, 1/ 2.1

Cost: = Strings - (2 x 2.1) = 4.2 x $12.80 = $53.76Treads - 5.1 x $11.60 = $59.16Handrail - (2 x 2.1) = 4.2 x $5.30 = $22.26Guard rail - (2 x 2.1) = 4.2 x $3.90 = $16.38Newel posts - (3.3 + 2.1) = 5.4 x $7.85 = $42.39

Total Cost: ==

53.76 + 59.16 + 22.26 + 16.38 + 42.39$193.95

STAIR BUILDING


Example 3: SINGLE CLOSED RISER FLIGHT WITH BALUSTRADECalculate the quantity and cost of dressed Meranti required to construct a single flight of stairswith closed risers, including newel posts, handrails and balusters, when:

Specification: Rise of flight - 2.500mGoing of flight (restricted) - 3.800mRise of step - around 170mmStrings - 300 x 50 DAR Meranti @ $47.15/mTreads - 325 x 38 DAR Meranti (joined) @ $38.00/mRiser boards - 175 x 25 DAR Meranti @ $10.16/mNosing - 20mmWidth of stairs - 1.100mHandrails - o/o 100 x 75 moulded Meranti @ $35.75/mNewel posts - 100 x 75 DAR Meranti @ $28.28/mBalusters - 30 x 30 DAR Meranti @ $8.04/mNote: Balustrade required on one side only and balusters are spaced atapprox. 135mm centres to maintain the 125mm max. space between balus-ters (BCA requirement).

Fig. 42 Detail of closed riser stairs

400

1000

40

770 135

2500

1120

3800

CARPENTRY - HOUSING


No. of Risers: = 2.500 = 14.71, say 15 risers0.170

Height of Risers: = 2.500 = 167mm15



Check: =

=

(2R + G) = between 550 to 700

334 + 271 = 605mm OK!

Length of String: = √ ( Rise of flight )² + ( Going of flight + One going of step)²√ (2.500)² + ( 3.800 + 0.271)²√ 6.250 + 16.573√ 22.823

4.777mOrder - 2/ 4.8

Treads: = 14/ 1.100Order - 4/ 3.3, 1/ 2.4

Risers: = 15/ 1.100Order - 5/ 3.3

Newel posts: = 1.440 + 1.120 = 2.560Order - 1/ 2.7

Handrail: = (allow same length as string)Order - 1/ 4.8

Balusters: =

===

(3.800 - 2)0.135

28.148 - 229 - 227 (@ 0.770 long)Order - 3/ 5.4, 1/ 4.8

STAIR BUILDING



Timber Order: = Strings - 300 x 50 DAR Meranti - 2/ 4.8Treads - 325 x 38 DAR Meranti (joined) - 4/ 3.3, 1/ 2.4Riser boards - 175 x 25 DAR Meranti - 5/ 3.3Newel posts - 100 x 75 DAR Meranti - 1/ 2.7Handrail - o/o 100 x 75 moulded Meranti - 1/ 4.8Balusters - 30 x 30 DAR Meranti - 3/ 5.4, 1/ 4.8

Cost: = Strings - (2 x 4.8) = 9.6 x $47.15 = $452.64Treads - ( 4 x 3.3) + 2.4 = 15.6 x $38.00 = $592.80Riser boards - (5 x 3.3) = 16.5 x $10.16 = $167.64Newel posts - 2.7 x $28.28 = $76.36Handrail - 4.8 x $35.75 = $171.60Balusters - (3 x 5.4) + 4.8 = 21.0 x $8.04 = $168.84

Total Cost: ==

452.64 + 592.80 + 167.64 + 76.36 + 171.60 + 168.84$1629.88

CARPENTRY - HOUSING


PATENT-TYPE STAIRS

There are patent-types of stairs available, which are pre-fabricated or modular in design. Atticladders are available, which fold up flush with the ceiling and are easily pulled down whenrequired.Other types include metal modular brackets, which are simply attached to timber strings,similar to those produced by BHP and known as“Kwik-step”.These brackets are nail-fixed on the inside of the string with galvanised roofing nails. The angleis the same for all stairs and the rise may be adjusted to suit by sliding the brackets down thestring. Timber treads are bolted through the brackets on the underside. The brackets should bepainted for protection from the weather, when the stairs are fully exposed.

Fig. 43 Patent-type modular steps

FixingBracket.

Newel postbracket.

Bottom step podium

STAIR BUILDING


GLOSSARY OF TERMS

Aesthetic: This refers to the appearance of an object or its finish.

Attic: This is an accessible area inside a roof space used for storage.Access is normally provided via a fold down Attic ladder.

Booker rod: This is a mild steel or brass rod, which has been threaded for its fulllength to allow fixing nuts to be placed at any position. These rodsare commonly used as tensioning rods to hold open-riser stairstrings tightly together and prevent spreading.

Catwalk: Also known as a Crawlboard, it is a narrow, elevated walkwaywithin or above a building or structure, used mainly formaintenance access to plant and equipment.

Chequer(ed): This refers to the non-slip pattern formed on steel or cast-iron plate.It is mainly used on external stair treads and landings.

GST: This stands for Goods and Services Tax, which is a newgovernment tax added to the value of goods, i.e. timber, which wasintroduced in July 2000.

Spiral: This is a geometric shape made up of a continuous curved lineformed by wrapping around a solid or imaginary cylinder.

Winders: These are tapered or triangular-shaped treads formed where thestairs are continuous around a corner to negate the requirement of alanding. The middle winder is commonly referred to as a “Kite-winder”.

CARPENTRY - HOUSING


FURTHER READING

Australian Building Codes Board, 1999, BCA (Building Code of Australia), GPO Box 9839Canberra, ACT.

Staines, Allan, Fifth Edition, 1986, The Australian Owner Builders Manual, Pinedale press,Caloundra, QLD.

Bloomfield, F. C. and E. Peterson, Revised by B.S. Brown and H. A. Slatyer, First Edition1958, Fifth edition 1985, The Australian Carpenter and Joiner–Volume 1, Standard Publish-ing Co. Pty Ltd., Naremburn, NSW.

Manufacturer’s or suppliers brochures for patent-type stairs.

VIDEOS

Construction and Transport Division, Staircases—measuring up (CTV23) available from Re-source Distribution, Yagoona.

stair text book -...

Documents