Temporary Scaffolds Guidelines

8/3/2019 Temporary Scaffolds Guidelines

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ScaffoldS

Temporary elevated work platformsG U I d E l I N E S f o R o R E G o N W o R K E R S

ScaffoldS

G U I d E l I N E S f o R o R E G o N W o R K E R S


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Intrutin .................................................................... 1-2

The purpose of this guidebook

The scaffold as a temporary work platform

A quick tour of Subdivision 3/L

deinitins ..................................................................... 3-10

Competent person

Qualied person

Wrking sey n ss ..........................................11-21

Scaffold capacities

Platform construction

Access to scaffolds

Protecting workers from falling objects

Protecting workers from falling

Safe work practices

Safe practice checklist

Types ss n its ..........................................23-34

Supported scaffoldsSuspension scaffolds

Aerial lifts

Trining requirements ...................................................... 35

Trining guieines ........................................................... 37

Hning emergenies ......................................................39

cntents

In compliance with the Americans withDisabilities Act (ADA), this publication is

available in alternative formats.

Call the OR-OSHApublic relations manager at

(503) 378-3272 (V/TTY).

Materials contained in this publication

are in the public domain and may

be copied and distributed without

permission from Oregon OSHA.


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The purpse this guiebkWe created this guidebook to help you design, construct, anduse scaffolds safely. The guide highlights Oregon OSHAs scaf-fold requirements for the construction industry, Subdivision 3/Lof the construction safety and health rules. The guide identiesunsafe work practices and shows most types of scaffolds used inconstruction work. Use this guide as a supplement to Subdivision3/L, not as a substitute. You should become familiar with Subdivi-

sion 3/L before you do any work involving scaffolds. To get a copy,contact the OR-OSHA Resource Center, (800) 922-2689, fax (503)947-7463, or visit our Web site, www.orosha.org.

The s s temprry wrk ptrmA scaffold is simply an elevated platform that supports workersand materials. Lay a board across a couple of tall buckets and youhave a supported scaffold but not a safe one. Most scaffoldsused for construction work are complex structures and workersneed to know how to erect them, dismantle them, and work from

them safely. Unsafe scaffolds endanger workers in many ways.Components can break, collapse, or give way. Planks, boards,decks, or handrails can fail. In some cases, entire structures havecollapsed. Even on sound scaffolds, workers can slip or lose theirbalance, and without appropriate protection, they dont have tofall far to get hurt. More often than not, scaffold accidents can betraced to untrained or improperly trained workers.

Scaffolds can be complex structures. Too often, untrainedworkers use makeshift staging, overload platforms, fail to inspectsupports, or use scaffolds for the wrong tasks. This guidebookand Oregon OSHAs Subdivision 3/L scaffold rules can help you

learn what you need to know so that a temporary work platformwont let you down.

a quik tur Subivisin 3/lSubdivision 3/L identies what workers and employers need toknow to use all types of scaffolds safely.

Subdivision 3/L covers all scaffolds used in construction,alteration, repair, and demolition work. Subdivision 3/L doesntapply to crane- or derrick-suspended personnel platformscovered in Subdivision 3/N. The table on the next page shows

how Subdivision 3/L is organized.

Introu

ction


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Rue Tpis

1926.450 Scope, application, denitions

1926.451 General requirements

Capacity Access

Scaffold platform construction Use

Supported scaffolds Fall protection

Suspension scaffolds Falling objectsprotection

1926.452 Additional requirements for specic scaffold types

Pole Trestle ladder

Tube and coupler Single-point adjustable

Fabricated frame Two-point adjustable

Large area Multipoint adjustable

Bricklayers square Catenary

Horse Float

Form & carpenters bracket Interior hung

Roof bracket Needle beam Outrigger Multilevel suspended

Pump jack Mobile

Ladder jack Repair bracket

Window jack Stilts

Crawling boards

1926.453 Aerial lifts General requirements

Specic requirements

437-003-0071 Manually propelled elevating aerial platforms

437-003-0073 Boom supported elevating work platforms

437-003-0074 Self-propelled elevating work platforms

1926.454 Training requirementsAll workers qualied person

Erectors & dismantlers competent person

Retraining

Nonmandatory

appendices

A - Scaffold specications

B - [Reserved]

C - National consensus standards

D - Training topics for erectors and dismantlers

E - Drawings and illustrations


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definitions

Subdivision 3/L uses many special terms. Some of them may benew to you or confusing in the context of a requirement, so weveincluded important terms here. On Pages 9-10, youll nd detailedinformation on two particularly important terms, the mpetentpersn and the quiie persn.

These terms are also dened in Subdivision 3/L, 1926.450(b).

ajustbe suspensin s: A suspension scaffold with ahoist (or hoists) operated by workers on the scaffold.

Berer: A horizontal transverse scaffold member, upon whichthe scaffold platform rests, that joins scaffold uprights, posts, andpoles.

Btswins hir: A single-point adjustable suspension scaffoldconsisting of a seat or sling that supports one person in a sittingposition.

By hrness: Straps that can be secured about the worker todistribute fall-arrest forces over the thighs, pelvis, waist, chest, andshoulders.

Bre: A rigid connection that holds one scaffold member in a xedposition with respect to another member, building, or structure.

Brikyers squre s: A supported scaffold made offramed squares that supports a platform.

crpenters brket s: A supported scaffold consistingof a platform supported by brackets attached to a building orstructural walls.

ctenry s: A suspension scaffold consisting of a platformsupported by two horizontal and parallel ropes attached to struc-tural members of a building or other structure.

chimney hist: A multipoint adjustable suspension scaffold thatprovides access for working inside chimneys. See Multipointadjustable suspension scaffold.

cet: A structural block used at the end of a platform to preventthe platform from slipping off its supports. Cleats also providefooting on sloped surfaces such as crawling boards.

cmpetent persn: One who can identify hazardous workingconditions and who has authorization to take prompt correctivemeasures to eliminate them. For more information on the compe-

tent person, see Page 9.

cntinuus-run s (run s):A two-point or multipointadjustable suspension scaffold made from braced scaffold mem-bers or supporting structures that form a continuous scaffold.

cuper: A device that locks together the tubes of a tube-and-coupler scaffold.


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crwing br (hiken er):A supported scaffold consistingof a plank with cleats spaced and secured to provide footing.

deeertin evie: Any mechanism that dissipates energyduring a fall arrest or limits the energy imposed on a worker duringfall arrest.

dube-pe (inepenent pe) s: A supportedscaffold consisting of a platform resting on bearers supported by

ledgers and a double row of uprights not supported (except withties, guys, braces) by any other structure.

Equivent: Alternative designs, materials, or methods that theemployer can demonstrate will provide an equal or greaterdegree of safety for workers than the methods, materials, or designsspecied in a standard.

Eye r eye spie: A loop with or without a thimble at the end ofa wire rope.

fbrite eking n pnking: Manufactured platforms madeof wood (including laminated wood and sawn-wood planks), metal,

or other materials.

fbrite-rme s (wee tubur-rme s):A scaffold consisting of a platform supported on fabricated end-frames with integral posts, horizontal bearers, and intermediatemembers.

fiure: Breakage or separation of component parts.

ft (ship) s: A suspension scaffold consisting of a bracedplatform resting on two parallel bearers and hung from overheadsupports by xed-length ropes.

frm s: A supported scaffold consisting of a platform sup-ported by brackets attached to formwork.

Gurri system: A vertical barrier consisting of toprails, midrails,and posts. Prevents workers from falling to lower levels.

Hist: A manual or power-operated mechanical device that raisesor lowers a suspended scaffold.

Hrse s: A supported scaffold consisting of a platform sup-ported by construction horses (sawhorses). Horse scaffolds madeof metal are also called trestle scaffolds.

Inepenent-pe s: See double-pole scaffold.Interir hung s: A suspension scaffold consisting of a plat-form suspended from a ceiling or roof structure by xed-lengthsupports.

ler jk s: A supported scaffold consisting of a platformresting on brackets attached to ladders.

ler stn: A mobile, xed-size, self-supporting ladder consist-ing of a wide, at-tread ladder in the form of stairs.

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lning: A platform at the end of a ight of stairs.

lrge re s: A pole scaffold, tube-and-coupler scaffold,systems scaffold, or fabricated frame scaffold erected over anentire work area.

len-t s: A supported scaffold that is kept erect by tiltingtoward and resting against a building or structure.

lieine: A exible line that connects to an anchorage at one endand hangs vertically (vertical lifeline) or that connects to anchor-ages at both ends and stretches horizontally (horizontal lifeline);it connects other components of a personal fall-arrest system tothe anchorage.

lwer eves: Areas below the working level. Examples: groundlevels, oors, roofs, ramps, runways, excavations, pits, tanks,materials, water, and equipment.

Msns justbe supprte s: See Self-containedadjustable scaffold.

Msns mutipint justbe suspensin s: A continuous-run suspension scaffold designed and used for masonry work.

Mximum intene : The total load of all persons, equipment,tools, materials, transmitted loads, and other loads applied to ascaffold or scaffold component.

Mbie s: A portable caster or wheel-mounted supportedscaffold.

Mutieve suspene s: A two-point or multipoint adjust-able suspension scaffold with platforms at various levels that reston common stirrups.

Mutipint justbe suspensin s: A suspension scaf-fold consisting of a platform suspended by more than two ropesfrom overhead supports that can be raised and lowered to desiredwork levels. Includes chimney hoists.

Neee-bem s: A platform suspended from needle beams.

open sies n ens: The edges of a platform that are more than14 inches away from a sturdy, continuous, vertical surface (such asa building wall) or a sturdy, continuous, horizontal surface (such asa oor), or a point of access. Exception: For plastering and lathingoperations, the horizontal distance is 18 inches.

outrigger: The structural member of a supported scaffold that in-creases the scaffolds base width, increasing support and stability.

outrigger bem (thrustut): The structural member of a suspen-sion scaffold or outrigger scaffold that supports the scaffold byextending the attachment point out and away from a structure.

outrigger s: A supported scaffold consisting of a platformresting on outrigger beams projecting beyond the wall or face of astructure; the inboard ends are secured inside the structure.

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overhn brikying: Laying bricks and masonry units so thatthe surface of the wall to be jointed requires the mason to leanover the wall to complete the work.

Persn -rrest system: An anchorage, connectors, and abody harness used to arrest a workers fall. May also include alanyard, deceleration device, or lifeline.

Ptrm: A work surface raised above lower levels. Platforms

are made of individual wood planks, fabricated planks, fabricateddecks, and fabricated platforms.

Pe s: See Single-pole scaffold and Double (indepen-dent) pole scaffold.

Pwer-perte hist: A hoist powered by other than humanenergy.

Pump jk s: A supported scaffold consisting of a platformsupported by vertical poles and movable support brackets.

Quiie persn: One who, by possession of a recognized degree,

certicate, or professional standing, or who by extensive knowledge,training, and experience, has successfully demonstrated the abilityto solve problems related to the subject, the work, or the project.See Page 10 for more information on the qualied person.

Rte : The manufacturers specied maximum load to be liftedby a hoist or to be applied to a scaffold or scaffold component.

Repir brket s: A supported scaffold consisting of aplatform supported by brackets secured around the circumfer-ence or perimeter of a chimney, stack, tank, or other supportingstructure.

R-brket s: A rooftop-supported scaffold consisting ofa platform resting on angular-shaped supports.

Runner (eger r ribbn): The lengthwise horizontal spacing orbracing member that supports the bearers.

S: Any temporary elevated platform (supported or suspended)and its supporting structure (including points of anchorage) thatsupports workers and materials.

Se-ntine justbe s: A combination supported andsuspension scaffold consisting of an adjustable platform mountedon an independent supporting frame not a part of the object

worked on. Examples: rolling roof rigs, rolling outrigger systems,and some masons adjustable supported scaffolds.

Shre s: A supported scaffold placed against a structureand held in place with props.

Singe-pint justbe suspensin s: A suspensionscaffold consisting of a platform suspended by one rope from anoverhead support and equipped to move the platform to desiredwork levels.

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Singe-pe s: A supported scaffold consisting of a platformresting on bearers. The outside ends are supported on runnerssecured to a single row of posts or uprights and the inner endsare supported by a structure.

Stir twer (s stirwy/twer): A tower that contains inter-nal stairways and rest platforms. Used to provide access to scaffoldplatforms and other elevated points such as oors and roofs.

St : The load at which a power-operated hoist stalls or thepower is automatically disconnected.

Step, ptrm, n treste er s: A platform restingdirectly on the rungs of stepladders or trestle ladders.

Stits: A pair of poles or supports with raised footrests, used towalk above the ground or working surface.

Stnesetters mutipint justbe suspensin s: Acontinuous-run suspension scaffold designed and used for ston-esetters work.

Supprte s: One or more platforms supported by outrig-ger beams, brackets, poles, legs, uprights, posts, frames, or similarrigid support.

Suspensin s: One or more platforms suspended by ropesor other nonrigid means from an overhead structure(s).

System s: A scaffold consisting of posts with xed connec-tion points that accept runners, bearers, and diagonals intercon-nected at predetermined levels.

Tnk buiers s: A supported scaffold consisting of a plat-form resting on brackets directly attached to a cylindrical tank or

attached to devices that are attached to a tank.Tp-pte brket s: A scaffold supported by brackets thathook over or are attached to the top of a wall. Similar to carpen-ters bracket scaffolds and form scaffolds and used in residentialconstruction for setting trusses.

Tube-n-uper s: A supported or suspended scaffoldconsisting of a platform or platforms supported by tubing, erectedwith coupling devices connecting uprights, braces, bearers, andrunners.

Tubur wee-rme s: See Fabricated frame scaffold.

Tw-pint suspensin s (swing stge): A suspensionscaffold consisting of a platform supported by hangers (stirrups)suspended by two ropes from overhead supports and equippedto raise and lower the platform to desired work levels.

Unstbe bjets: Objects that could become dislocated, shift, andnot support the loads imposed on them. Unstable objects do notconstitute a safe base support for scaffolds, platforms, or workers.Examples: barrels, boxes, loose brick, and concrete blocks.

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Verti pikup: A rope used to support the horizontal rope incatenary scaffolds.

Wkwy: A portion of a scaffold platform used only for accessand not as a work level.

Winw jk s: A platform resting on a bracket or jack thatprojects through a window opening.

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Subdivision 3/L frequently refers to mpetent persns andquiie persns. The terms apply to those who have specialskills and are given specic responsibilities under Subdivision

3/L rules.

cmpetent persnA competent personcan identiy hazardous working conditions andhas authorization to take prompt corrective measures to eliminatethem.The competent person, who has primary responsibility forsupervising and directing all scaffolding erection, dismantling, andaltering work, must:

Know Subdivision 3/L requirements applicable to the types ofscaffolds used

Be able to identify and correct hazards encountered in scaffoldwork

Be trained in the structural integrity of the types of scaffoldsused

Have authority to promptly abate hazardous worksite condi-tions

A competent persons duties can be shared as long as each personis qualied to perform the duty and has authority to abate hazardspromptly. Subdivision 3/L requires that only competent personsdo the following:

Determine feasible safe access for persons erecting and dis-mantling scaffolds

Inspect scaffolds and components for hazards before eachwork shift and after any event that could affect the scaffolds

structural integrity Supervise and direct all scaffold erection, dismantling, and

altering work

Determine the feasibility of providing fall protection for eachscaffold erection and dismantling operation

Determine whether it is safe to work on scaffolds during stormsor high winds

Determine whether scaffold components made from differentmetals can be used together

Determine whether scaffold components made by different

manufacturers can be used together

Identify the cause and signicance of a deteriorated scaffoldcomponent and correct the hazard

Inspect ropes used in suspension scaffolds and identify defects

Determine if multipoint suspension scaffolds need to be se-cured to prevent swaying

Inspect manila or synthetic rope used for toprails or midrailsto make sure it meets the 200-pound capacity requirementsin 1926.451(g)

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NOTE: Many employer groups, vendors, apprenticeship programs,and labor organizations offer training on Subdivision 3/L scaffold-ing requirements. However, attending one of these programs doesnot necessarily make one competent (or a competent person).Competency must be demonstrated; its usually the result of manyhours of in-class training and on-the-job experience.

Quiie persnA qualied person has a recognized degree, certifcate, or proessionalstanding or by extensive knowledge, training, and experience, hassuccessully demonstrated the ability to solve problems related to thesubject, the work, or the project.

Scaffolds must be designed by a qualied person but not necessar-ily by an engineer. Exceptions: Connections for masons adjustablemultipoint suspension scaffolds, pole scaffolds more than 60 feethigh, coupler and fabricated-frame scaffolds more than 125 feethigh, and outrigger scaffolds must be designed by a registeredprofessional engineer.


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Wor

kings

afelyon

scaffols

S pitiesScaffolds must be able to support their own weight and at least fourtimes the maximum intended load applied to them. Unless otherwisenoted in Subdivision 3/L, scaffold components have to meet the4-to-1 safety factor too, but only for that portion of the maximumintended load applied to them. The maximum intended load fora component depends on the scaffold type and its conguration.

Note that scaffolds and components must be able to support fourtimes the maximumintended load notthe rated load. The in-tended load includesworkers, equipment,and supplies. The in-tended load shouldnever exceed therated load unless thedesign is approved byan engineer and the

manufacturer.

diret nnetins

Direct connections and counterweights used to balance adjustablesuspension scaffolds must resist at least four times the tipping forceof the scaffold. A competent person who directs the rigging of thescaffold must calculate the potential loads.

Safety factors for the counterweights, riggings, and direct con-nections to roofs, oors, and suspension ropes of adjustablesuspension scaffolds should be based on the rated load andthe stall load of the hoist, not the maximum intended load.

1926.451(a)(2)

Suspensin rpes, hrwre, n themximum intene

Suspension ropes and connecting hardware on nonadjustablesuspension scaffolds must be able to support, without failure,at least six times the maximum intended load applied to them.1926.451(a)(3)

St s

The stall load of any scaffold hoist cannot exceed three times itsrated load. This safety factor ensures that suspension-scaffold sup-port systems are not overloaded. 1926.451(a)(5)

design by quiie persn

Scaffolds must be designed by a qualied person and must beconstructed and loaded in accordance with that design. 1926.451(a)(6)

Where n yu in therequirements inSubivisin 3/l?

See 1926.451(a) for scaffold capacityrequirements. Appendix A to Subdivi-sion 3/L offers examples that can helpyou comply with these requirements.


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Ptrm nstrutinAll scaffold platforms, except walkways and platforms used byerectors and dismantlers, must be fully decked or planked betweenthe front uprights and the guardrail supports. The opening be-tween the uprightsand the plankingcant exceed 1 inch

unless the employerdemonstrates thata wider opening isnecessary. (The max-imum opening cantexceed 9 inches.)

Ptrm gps

Platform units must be placed so that the spaces between theunits do not exceed 1 inch unless more space is necessary;for example, tting around uprights with side brackets to extendplatform width. The maximum opening cannot exceed 91/2 inches.

1926.451(b)(1)(i)

Ptrm n wkwy withs

Platforms and walkways must be at least 18 inches wide. If workareas are too narrow for 18-inch platforms or walkways, workerscan use narrower platforms, but they must be protected fromfall hazards by guardrails and/or personal fall-arrest systems.OR-OSHA allows 12-inch widths for ladder jack, top-platebracket, roof bracket, and pump-jack scaffolds. 1926.451(b)(2) &1926.451(b)(2)(ii)

frnt ege ptrms

The front edge of a scaffold platform cannot be more than 14inches from the face of a structure unless guardrails or personalfall-arrest systems are used to protect workers from falling betweenthe structure and the platform. There are two exceptions to thisrequirement: (1) the front edge distance for outrigger scaffolds mustbe no more than 3 inches, and (2) scaffolds used for plasteringand lathing work can be no more than 18 inches from the face ofa structure. 1926.451(b)(3)

Ptrm engths

A platform 10 eet or less in length must extend at least 6 inches,

but no more than 12 inches, beyond its support unless the excesslength is guarded or can support workers and material withouttipping. A platform longer than 10 eet can extend no more than18 inches beyond a support unless the excess length is guardedor can support workers and material without tipping. 1926.451(b)(5)(i) & 1926.451(b)(5)(ii)

Where n yu in therequirements in Subivisin 3/l?

See 1926.451(b) for the completerequirements on scaffold platformconstruction.

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abutte pnks

When platform planks are abutted to create a long platform, eachabutted end must rest on a separate support. Abutted planks touchend to end on separate support surfaces; they do not rest on oneanother. 1926.451(b)(6)

overppe pnks

Platform planks overlapped to create a long platform must over-

lap at least 12 inches over supports unless the planks are nailedtogether or otherwise restrained so they do not move. 1926.451(b)(7)

diretin hnges

Any platform that rests on a bearer at an angle other than a rightangle must be laid rst. Platforms that rest at right angles over thesame bearer must rest on top of the rst platform. Make sure thatall platform planks are fully bearing to eliminate potential instabil-ity. 1926.451(b)(8)

Pint (pque) inishes

Wood platforms cannot be covered with opaque nishes, becauseopaque nishes cover defects in wood. Wood platform edges,however, may be marked for identication. Preservatives or slip-resistant and re-retardant nishes are acceptable as long as thenish does not cover structural defects or make them hard to spot.1926.451(b)(9)

Mixe r miie mpnents

Scaffold components made by different manufacturers cannotbe mixed unless they t together easily and do not change thescaffolds integrity. Components made by different manufactur-

ers cannot be modied to intermix unless a competent personapproves. 1926.451(b)(10)

cmpnents me rm ierent mets

Scaffold components made from different metals cannot be usedtogether unless a competent person approves. If a competentperson determines that mixing components made from differ-ent metals could reduce their strength, the employer must takecorrective action. If a competent person cant make the determina-tion, then different metals must not be used. 1926.451(b)(11)

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Dont do this! Dont climb braces to

reach a scaffold platform. Use stairways

or ladders to reach platforms more than

2 feet above or below the access point.

aess t ssEmployers must provide all workers with safe access to scaffoldsand scaffold platforms. Workers must use ladders or stairwaysto reach platforms that are more than 2 feet above or below theaccess point. Do not usecross braces as a means ofaccess. Note that permanent

stairways or portable laddersmust meet the requirementsof Subdivision 3/X (stairwaysand ladders) of the con-struction safety and healthstandards.

Bttm rung r step

The bottom step or rung of hook-on ladders, attachable ladders,and stairway-type ladders must be no more than 24 inches aboveor below the scaffold supporting level. 1926.451(e)(2) & (e)(3)

Rest ptrmsHook-on and attachable ladders on supported scaffolds more than35 feet high must have rest platforms at 35-foot intervals; stairway-type ladders must have rest platforms every 12 feet. Integral pre-fabricated scaffold-access frames must have rest platforms every35 feet.

Ereting n ismnting

Erectors and dismantlers must comply with the requirements of1926.451(e)(9)(i)-(iv), summarized below:

Means of access must be determined by a competent person.

The competent person, designated by the employer, mustdetermine if safe access is feasible at each stage of the erectingand dismantling process.

Hook-on or attachable ladders must be installed as soon aspossible after scaffold erection begins.

End frames of tubular welded frame scaffolds that have parallel,level horizontal members may be used for access.

Cross bracing is not an acceptable means of access.

Where n yu in sess requirements in

Subivisin 3/l?See 1926.451(e).


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Prteting wrkers

rm ing bjetsWorkers on scaffolds must wear hard hats and be protected bytoeboards, screens, guardrail systems, debris nets, catch platforms,or canopies when falling objects are a hazard. Hard hats cannot

be the only means of pro-

tecting workers from fallingobjects. Note that workersmust wear hard hats only iffalling objects are a hazard.If there is no hazard from fall-ing objects, then hard hatsare not required.

Persns wrking bew

If tools, materials, or equipment could fall from a scaffold and strikeothers, the area below the scaffold must be barricaded or a toeboard

must be placed along the edge of the scaffold platform. Panelingor screening must protect persons below when tools, materials,or equipment are piled higher than the top edge of the toeboard.Alternatively, guardrail systems, canopies, or catch platforms maybe installed to retain materials. 1926.451(h)(2)

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Where n yu inthe requirements inSubivisin 3/l?

See 1926.451(h).


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Prteting wrkers rm ingWorkers on scaffolds more than 10 feet above a lower level mustuse fall protection. The employer has the option, in many cases, ofprotecting workers with guardrails or personal fall-arrest systems.On single-point or two-point adjustable suspension scaffolds,however, guardrails and personal fall-arrest systems are required.On other types of scaffolds only personal fall-arrest systems are

allowed. Fall-protectionrequirements for those whoinstall suspension-scaffoldsupport systems on oors,roofs, and other elevated sur-faces are included in 1926,Subdivision 3/M.

The table below shows fall protection required by Subdivision 3/Lfor various types of scaffolds.

On single-point and two-point adjust-

able suspension scaffolds, workers

must be protected with guardrails and

personal fall-arrest systems.

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Where n yu in prtetin requirements inSubivisin 3/l?

See 1926.451(g).

f prtetin require Type s

Personal fall-arrest

system

Boatswains chair

Catenary scaffold

Float scaffold

Needle beam scaffold

Ladder jack scaffold

Guardrails Self-contained adjustable scaffold

when platform is supported by theframe structure

Walkways located within a scaffold

Personal fall-arrest systemand guardrails

Single-point adjustablesuspension scaffold

Two-point adjustable scaffold

Self-contained adjustable scaffold whenplatform is supported by ropes

Personal fall-arrest system,

guardrails, or grabline

Crawling board (chicken ladder)

Personal fall-arrest system or

guardrails

Overhand bricklaying on asupported scaffold

All other types of types of scaffolds not

identied in this table


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Persn -rrest systems

A personal fall-arrest system consists of an anchorage, connectors,and a body harness. It may also include a lanyard, decelerationdevice, or lifeline. Persons who work from a boatswains chair,catenary scaffold, oat scaffold, needle beam scaffold, or ladder jack scaffold must be protected by a personal fall-arrest system.1926.451(g)(1)(i)

Persn -rrest systems n gurrisWorkers on single-point or two-point adjustable suspension scaf-folds must be protected by personal fall-arrest systems and guardrailsystems. 1926.451(g)(1)(ii)

Workers must also use personal fall-arrest systems and guardrailson self-contained adjustable scaffolds that are supported only byropes (with no safety catch to support the platform if the ropefails). 1926.451(g)(1)(iv)

The top edge of top rails on supported scaffolds and on all sus-pended scaffolds where both a guardrail and a personal fall-arrestsystem are required must be between 38 inches and 45 inchesabove the platform surface. When conditions warrant, the heightof the top edge may exceed 45 inches. 1926.451(g)(4)(ii)

crss bring

Cross bracing is acceptable in place of a midrail when the crossingpoint of two braces is between 20 inches and 30 inches abovethe work platform. Cross bracing can be used as a toprail whenthe crossing point is between 38 inches and 48 inches above thework platform. The end points at each upright must be no morethan 48 inches apart. Cross bracing can be substituted for eitherthe toprail or the midrail on a scaffold system, but not both. The

crossing point must be at the appropriate toprail or midrail height.1926.451(g)(4)(xv)

Persn -rrest systems r eretrs n ismnters

Workers who erect or dismantle supported scaffolds must, if fea-sible, use fall protection. A competent person, designated by theemployer, must make the feasibility determination at each stageof the erecting and dismantling process. 1926.451(g)(2)

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aeri its

The fall protection required for persons who work on aerial liftsdepends on the type of aerial lift used. The table below showsacceptable fall protection.

Type it f prtetin require

Vehicle-mounted

elevating and rotatingwork platforms(ANSI A92.2 devices)

Platforms other than buckets or baskets

must include guardrail systems guardrails,a midrail, and toeboards. Each person whoworks on a boom-supported platform must

wear a body harness and lanyard attachedto the boom or basket.

Manually propelledelevating aerialplatforms(ANSI A92.3 devices)

The platform must have a guardrail 42

inches plus or minus 3 inches above the

oor, a midrail, and toeboards at least

4 inches high.

Boom-supportedelevating workplatforms(ANSI A92.5 devices)



oor, a midrail, and toeboards at least

4 inches high. Each worker on the platform

must wear a body harness and lanyard

attached to the boom or platform.

Self-propelledelevating work platforms(ANSI A92.6 devices)



oor, a midrail, and toeboards at least4 inches high.

lnyrs n persn -rrest systems

Personal fall-arrest systems used on scaffolds must be attachedby a lanyard to a vertical lifeline, horizontal lifeline, or structuralmember that will hold at least 5,000 pounds. A competent personshould decide the most appropriate connection. All personal fall-arrest systems must meet the requirements in 1926.502(d), Subdi-vision 3/M. When a lanyard is connected to a horizontal lifelineon a single-point or two-point adjustable suspension scaffold,the scaffold must have independent support lines and automatic

locking devices that can stop the scaffold if the suspension ropesfail. 1926.451(g)(3)


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19

Se wrk prtiesdmge ss n mpnents

Any part of a damaged scaffold or component must be removedfrom service until it is repaired or replaced. 1926.451(f)(4)

Ereting, mving, ismnting

Scaffolds must be erected, moved, dismantled, or altered only

under the supervision of a competent person. The competentperson must be on the worksiteto direct and supervise all scaffolderecting, dismantling, altering, andmoving operations. Work must beperformed only by trained, expe-rienced persons selected by thecompetent person. 1926.451(f)(7)

Hriznt mvement

A scaffold cannot be moved horizontally when a worker is on itunless it has been designed by a registered professional engineerspecically for horizontal movement. 1926.451(f)(5)

l pities

Scaffolds and scaffold components must not be loaded over theirmaximum intended loads or rated capacities. Remember that themaximum intended load for a component depends on the scaffoldtype and conguration. Scaffolds and components must be able tosupport four times their maximum intended load not the ratedload. The intended load includes workers, equipment, and sup-plies. The intended load should never exceed the rated load unlessthe design is approved by an engineer and the manufacturer.

lers n rge re ss

Ladders can be used only on large-area scaffolds; they cannot beused on other types of platforms to increase the working height.Large-area scaffolds include pole scaffolds, tube-and-coupler scaf-folds, systems scaffolds, or fabricated-frame scaffolds erected overan entire work area. 1926.451(f)(15)

Pwer ines

Workers must stay clear of power lines and any conductive ma-terial on the scaffold. The minimum clearance is 10 feet for alluninsulated lines and insulated lines more than 300 volts. The

minimum clearance for insulated lines less than 300 volts is 3feet. 1926.451(f)(6)

S inspetin

Scaffolds and components must be inspected by a competentperson before each workday and after any incident that couldweaken them. 1926.451(f)(3)

Wrking

sey n

ss

Where n yu inse wrk prtiesrequirements inSubivisin 3/l?

See 1926.451(f).


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20

Wrking

sey n

ss

Shre r en-t ss

Shore or lean-to scaffolds are prohibited. They are not properlydesigned and are a potential safety hazard for anyone who workson them. 1926.451(f)(2)

Sippery ss

Working on a scaffold coated with snow, ice, or other slipperymaterial is prohibited unless it is necessary to remove the slippery

material. 1926.451(f)(8)

Strms n high wins

Working on a scaffold is prohibited during storms or high windsunless a competent person has determined that it is safe to beon the scaffold and workers are protected by personal fall-arrestsystems or wind screens. 1926.451(f)(12)

Suspensin rpes

Suspension ropes must be protected from heat and acids or othercorrosive substances or be made from material that will not bedamaged by corrosive substances. 1926.451(f)(11)

Tg ines

When a scaffold might be struck by a swinging load, tag lines orequivalent means must be used to control the load. 1926.451(f)(9)


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21

Se prtie hekist

aess Maintain a safe access to scaffolds and scaffold platforms. Dont climb cross-braces to reach a scaffold platform. Use ladders or stairways to reach platforms that are more than 2 feet above or

below the access point.

cmpnents n nnetins Never use damaged scaffold components. Repair or replace them immediately.

Make sure a competent person inspects the components before each workshift. Do not modify components. Dont mix components made by different manufacturers. Never use damaged wire rope.

Envirnment Watch for electrical hazards, slippery platforms, and strong winds.

Ereting, ismnting, n mving Have only trained and experienced workers erect suspension scaffolds. Never roll a scaffold by yourself while you are on it. Never use wood outrigger systems.

f prtetin n ing bjets Match fall-protection systems with the appropriate type of scaffold. Make sure platforms are guarded to keep workers and equipment from falling. Dont drop anything from a scaffold.

Inspetin

Inspect components, connections, planks, and structures regularly for hazards.

lers Dont use ladders for any reason on a standard scaffold platform.

leveing Keep the scaffold level, plumb, and square. Dont use bricks, blocks, barrels, or other unstable objects to level a scaffold.

Ptrms Dont work on slippery platforms.

Never use a stage that is too long or too short for the job. Planking must be sound and meet OR-OSHA requirements. Dont use makeshift methods to increase the working height of a scaffold platform.

Wrking

sey n

ss


26/48

22

Ntes


27/48

23

Supprte ssOR-OSHA denes a supported scaffold as one or more platormssupported by outrigger beams, brackets, poles, legs, uprights, posts,rames, or similar rigid support.

Beginning on thenext page, youllfind illustrations

and highlights ofSubdivision 3/Lrequirements thatapply to specictypes of support-ed scaffolds.

Height t smest bse imensin

Supported scaffolds with a height-to-smallest-base-width ratio ofmore than 4-to-1 (including outrigger supports) must be restrainedfrom tipping by ties, guys, braces, or equivalent means. Equivalentmeans refers to other designs, materials, or methods that providean equal or greater degree of safety for workers. 1926.451(c)(1)

Guys, ties, n bres

Guys, ties, and braces must be installed where horizontal memberssupport both inner and outer legs. They must be installed accordingto the manufacturers recommendations or at the closest horizontalmember to the 4-to-1 height and repeated vertically at least every

20 feet if the scaffold is up to 3 feet wide; every 26 feet if the scaf-fold is greater than 3 feet wide. 1926.451(c)(1)(i) & (ii)

Be sure to use vertical and horizontal tie-ins to keep the scaffoldfrom falling into or away from a structure. A qualied person mustdesign the tie-ins.

Supprt sure

Poles, legs, posts, frames, and uprights must bear on base plates andmudsills or a rm foundation. The scaffold structure must be plumband braced so that it does not sway. Footings must offer full supportwithout settling. Base plates are always required on supported scaf-

folds; however, a concrete slab is considered a rm foundation andcan be substituted for mudsills. 1926.451(c)(2) & (3)

frkits n rnt-en ers

Do not use a front-end loader to support a scaffold platform unlessthe vehicle has been designed by the manufacturer specically forthat purpose. 1926.451(c)(2)(iv)

Typesof

scaffolsanlifts

Where n yu in the requirementsin Subivisin 3/l?

1926.451(c) has the general requirementsfor supported scaffolds. Subdivision 3/L,1926.452 has specic requirements thatapply to supported scaffolds. Dont forgetthat the other 1926.451 general require-ments for platform capacity, platform con-struction, access, use, fall protection, andfalling-object protection can also apply.


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24

Carpenters

bracket

scaffold

You can use a forklift to support a platform only if the entireplatform is attached to the forks and the vehicle is not movedwhen someone is on the platform.Attached means the platformis fastened to the forks with bolts or by an equally safe method.All scaffold capacity, construction, access, use, and fall-protectionrequirements apply. 1926.451(c)(2)(v)

Types supprte ssBrikyers squre ss

Wood bricklayers scaffolds must be reinforced with gussetson both sides of each corner.

Install diagonal braces on all sides of each square.

Install diagonal braces between squares on the rear and frontsides of the scaffold.

Do not exceed three tiers in height. One square must restdirectly above the other.

crwing brs (hiken ers)

Crawling boards must extend from the roof peak to the eaveswhen used for roof construction, repair, or maintenance.

Crawling boards must be secured to the roof by ridge hooksor other means that meet equivalent strength and durabilitycriteria.

fbrite-rme ss

When you move platforms to the next level, leave the existingplatform undisturbed until the new end frames have been setin place and braced.

Frames and panels must be braced by cross, horizontal, or diagonalbraces that secure vertical members together laterally.

Join frames and panels together vertically by coupling or stack-ing pins.

If uplift could displace scaffold end frames or panels, the framesor panels must be locked together vertically.

Scaffolds more than 125 feet above their base plates must bedesigned by a registered professional engineer.

frm ss n rpenters brket ss

Brackets, except those for wooden bracket-form scaffolds, mustbe attached to the supporting formwork or structure by nails, ametal-stud attachment device, welding, hooking over a securedstructural supporting member, or, for carpenters bracket scaf-folds, by a bolt extending through the scaffold frame and thestructure wall.

Wooden bracket-form scaffolds must be an integral part of theform panel.

Folding metal brackets, when extended, must be either boltedor secured with a locking-type pin.

Supprte

ss

Note: These illustrations are useful only

for identifying various types of scaffolds

used in the construction industry. They

are not intended as compliance guide-

lines, nor are they intended to refect

Subdivision 3/L requirements.

Bricklayers

square

scaffold

Fabricated-

frame

scaffold


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25

Hrse ss

Scaffolds must not be constructed more than two tiers or 10feet high, whichever is less.

When you arrange horses in tiers, place each horse directlyover the horse in the tier below. The legs of each horse mustbe nailed down or otherwise secured to prevent displacement.Each tier must be cross-braced.

ler jk ss Platforms must not exceed 20 feet in height.

All ladders used to support ladder jack scaffolds must meetthe requirements of Subdivision 3/X, Stairways and Ladders.

Job-made ladders cannot be used to support ladder jackscaffolds.

The ladder jack must be designed and constructed to bear onthe side rails and ladder rungs or on the ladder rungs alone.

Ladders that support ladder jacks must be placed, fastened, or

equipped with devices to prevent slipping. Scaffold platforms must not be bridged to one another.

Mbie ss

Use cross, horizontal, or diagonal braces to prevent scaffoldsfrom collapsing and to secure vertical members.

Scaffolds must be plumb, level, and squared.

All brace connections must be secured.

Lock casters and wheels to prevent scaffold movement.

When you use manual force to move a scaffold, apply the forceas close to the base as practicable, but not more than 5 feetabove the supporting surface.

Do not use forklifts, trucks, similar motor vehicles, or add-onmotors to propel a scaffold unless the scaffold is specicallydesigned to be used with them.

Stabilize scaffolds so they do not tip when they are moved.

Platforms cannot extend outward beyond the scaffold basesupports without outrigger frames or equivalent devices.

Use screw jacks or equivalent means to level the scaffold.

Caster stems and wheel stems must be secured in scaffold legs.

Before moving a scaffold, make sure each worker on the scaf-fold is aware of the move.

Supprte

ss

Horse scaffold

Ladder jack

scaffold

Mobile

scaffold


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26

outrigger ss

The inboard end of outrigger beams, measured from the fulcrumpoint to the extreme point of anchorage, must be not less than1.5 times the length of the outboard.

Outrigger beams fabricated in the shape of an I-beam or channelmust be placed so that the web section is vertical.

The fulcrum point of outrigger beams must rest on secure bear-

ings extending at least 6 inches in each horizontal dimension. Outrigger beams must be secured in place and braced at the

fulcrum point against tipping.

Securely anchor the inboard ends of outrigger beams. Usebraced struts bearing against sills that contact the overheadbeams or ceiling, or use tension members secured to the oorjoists underfoot.

The entire supporting structure must be securely braced toprevent horizontal movement.

Platform units must be secured to outriggers.

Scaffolds and scaffold components must be designed by aregistered professional engineer.

Psterers, ertrs, n rge-re ss

These scaffolds must be constructed in accordance with therequirements for pole scaffolds, tube-and-coupler scaffolds, orfabricated frame scaffolds.

Pe ss

When you move platforms to the next level, leave the existingplatform undisturbed until new bearers are set and braced.

Install cross bracing between the inner and outer sets of poleson double pole scaffolds.

Install diagonal bracing in both directions across the entireinside face of double-pole scaffolds that support loads of 50pounds or more per square foot.

Install diagonal bracing in both directions across the entireoutside face of double- and single-pole scaffolds.

Install runners and bearers on edge.

Extend bearers a minimum of 3 inches beyond the outside

edges of runners.

Extend runners over a minimum of two poles. Support bybearing blocks securely attached to the poles.

Do not splice braces, bearers, and runners between poles.

Where you splice wooden poles, square the ends. Make surethat wood splice plates are on at least two adjacent sides andthat they extend at least 2 feet on either side of the splice.

Pole scaffolds more than 60 feet in height must be designedby a registered professional engineer.

Supprte

ss

Outrigger

scaffold

Pole scaffold

Plasterers

or decorators

scaffold


31/48

27

Pump jk ss

Pump jack brackets, braces, and accessories must be fabricatedfrom metal plates and angles. Each pump jack bracket musthave two positive gripping mechanisms.

Secure poles to the structure with rigid triangular bracing.

Workbenches must not be used as scaffold platforms.

Wood poles must be straight-grained and free of shakes; large,loose (or dead) knots, and other defects.

Wood poles constructed in two continuous lengths must bejoined together with the seam parallel to the bracket.

If two-by-fours are spliced to make a pole, mending platesmust be installed at all splices to maintain the full strength ofthe member.

R brket ss

Scaffold brackets must t the pitch of the roof and provide alevel support for the platform.

Anchor brackets with nails or secure with rst-grade manilarope of at least -inch diameter.

Step, ptrm, n treste er ss

Scaffold platforms must not be any higher than the second-highest rung or step of the ladder supporting the platform.

All ladders used in conjunction with step, platform, and trestleladder scaffolds must meet the pertinent requirements of Sub-division 3/X, Stairways and Ladders. Do not use job-madeladders.

Ladders that support step, platform, and trestle ladder scaffoldsmust be placed, fastened, or equipped with devices to preventslipping.

Scaffolds must not be bridged one to another.

Stits

A worker may wear stilts only on a large-area scaffold.

When a worker is using stilts on a large-area scaffold protectedby guardrails, the guardrails must be increased in height by anamount equal to the height of the stilts.

Stilts can be used only on surfaces that are at and free of pits,holes, and other obstructions.

Keep stilts properly maintained. Any alteration of the originalequipment must be approved by the manufacturer.

Tube-n-uper ss

When you move platforms to the next level, leave the existingplatform undisturbed until new bearers are set and braced.

Install transverse bracing to form an X across the width of thescaffold, at every third set of posts horizontally, and at everyfourth runner vertically.

Supprte

ss

Trestle scaffold

Pump jack

scaffold


32/48

28

On straight-run scaffolds, make sure longitudinal bracing acrossthe inner and outer rows of posts is installed diagonally in bothdirections. The bracing must extend from the base of the endposts upward to the top of the scaffold at approximately a 45-degree angle.

When you cannot attach bracing to posts, attach it to the runnersas close to the post as possible.

Install bearers transversely between posts. Extend bearers beyond the posts and runners. They must have

full contact with the coupler.

Install runners along the length of the scaffold on both theinside and outside posts at level heights.

Interlock runners on straight runs in continuous lengths andcouple them to each post. The bottom runners and bearersmust be located as close to the base as possible.

Couplers must be made from a structural metal such as drop-forged steel, malleable iron, or structural-grade aluminum.

Tube-and-coupler scaffolds more than 125 feet in height mustbe designed by a registered professional engineer.

Winw jk ss

Scaffolds must be securely attached to the window opening.

Use the scaffold to work only at the window opening throughwhich the jack is placed.

Do not use window jacks to support planks placed betweenone window jack and another.

Tube-and-

coupler

scaffold

Supprte

ss

Window

jack

scaffold


33/48

29

Suspensin ssOR-OSHA denes a suspension scaffold as one or more platformssuspended by ropes or other nonrigid means from an overheadstructure. Beginning on Page 31 you will nd illustrations and

highlights of Subdi-vision 3/L require-ments that apply to

the most commontypes of suspen-sion scaffolds.

Supprt evie

requirementsSupport devices such as outrigger beams, cornice hooks, andparapet clamps must rest on surfaces that can support at least fourtimes the scaffolds load when the scaffold operates at the ratedload of the hoist (or at least 1.5 times the scaffold load at the stallcapacity of the hoist, whichever is greater). 1926.451(d)(1)

outrigger bems

Outrigger beams must be made of structural metal or material ofequivalent strength and must be restrained. The outrigger beamsmust be secured directly to the supporting surface or stabilized by

counterweights. Because masons multipoint adjustable suspen-sion scaffolds bear heavy loads, their supporting outrigger beamscant be stabilized by counterweights; the supporting surface couldbecome dangerously overloaded. 1926.451 (d)(2) & (3)

Outrigger beams must have stop bolts or shackles at both ends andbe securely fastened with the anges turned out when channeliron beams are used in place of I-beams. Bearing supports mustbe perpendicular to the beam center line. Outrigger beams mustbe set and maintained with the web vertically. The shackle thatattaches the rope to the outrigger beam must be placed directlyover the center line of the stirrup. 1926.451(d)(4)

diret nnetins

A competent person must evaluate all direct connections andconrm that scaffold-supporting surfaces can support the imposedloads. An engineer must design masons multipoint adjustablesuspension scaffold connections. 1926.451(d)(3)(i)

Suspensin

ssWhere n yu in therequirements in Subivisin 3/l?

1926.451(d) has the general require -ments for suspension scaffolds. 1926.452has specic requirements that apply tospecic types of suspension scaffolds.Dont forget that the other 1926.451 gen-eral requirements for platform capacity,platform construction, access, use, fallprotections, and falling-object protectioncan also apply.


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cunterweights

Counterweights must be used only for their intended purpose andmust not be changed or moved until the scaffold is dismantled. Sandand other owable material cannot be used as a counterweight.Solid materials such as large concrete or lead blocks designed tobe used as counterweight are acceptable. 1926.451(d)(3)(ii)

Hists n rete equipment

Winding-drum hoists must have at least four wraps of the suspen-sion rope at the lowest point of scaffold travel. When other typesof hoists are used, the suspension ropes must be long enough thatthe scaffold can be lowered without the rope end passing throughthe hoist. 1926.451(d)(6)

Gasoline-powered equipment and hoists cannot be used on sus -pension scaffolds. 1926.451(d)(14)

Suspension-scaffold hoists must have an operating brake and anautomatic braking device or locking pawl that engages when ahoist makes a sudden change in momentum or an acceleratedoverspeed. 1926.451(d)(16)

Manually operated hoists must descend with a positive crank force.1926.451(d)(17)

Suspensin wire rpe

Repaired wire rope cannot be used for suspension rope. 1926.451(d)(7)

The load end of wire suspension ropes must be tted with properlysized thimbles and secured by eye splicing or equivalent means.1926.451(d)(9)

A competent person must check wire ropes for defects before eachworkshift. Damaged rope must be replaced. 1926.451 (d)(10)

Swaged attachments or spliced eyes on wire suspension ropescannot be used unless they are made by a rope manufacturer or aqualied person. 1926.451(d)(11)

Seuring ss

Two-point and multipoint suspension scaffolds must be secured ifthey could sway; a competent person must make the determination.Window cleaners anchors cannot be used to secure suspensionscaffolds. 1926.451(d)(18)

Sety eviesEmergency escape and rescue devices cannot be used as workingplatforms. This requirement does not apply to systems that func-tion as suspension scaffolds and as emergency/rescue devices.1926.451(d)(19)

Tiebks

Tiebacks must be at least as strong as suspension ropes and mustbe secured to a structurally sound anchorage on the building orstructure. Do not use standpipes, vents, other piping systems, orelectrical conduit for anchorages.

Suspensin

ss


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31

Be sure to install tiebacks perpendicular to the face of the buildingor structure or use opposing angle tiebacks. Do not install singletiebacks at an angle to the face of a building or structure. Supportdevices such as cornice hooks, roof hooks, or parapet clamps mustalso be secured by properly installed tiebacks.

Types suspensin ss

ctenry ss No more than one platform can be placed between consecu-

tive vertical pickups and no more than two platforms must beused on a catenary scaffold.

Platforms supported by wire ropes must have hook-shapedstops on each end to prevent them from slipping off the wireropes. These hooks must be placed so that they will preventthe platform from falling if one of the horizontal wire ropesbreaks.

Wire ropes must not be tightened so much that a scaffold loadwill overstress them.

Wire ropes must be continuous, without splices betweenanchors.

ft ss

The platform must be supported by at least two bearers, eachof which must project 6 or more inches beyond the platformon both sides. Each bearer must be securely fastened to theplatform.

Rope connections must keep the platform from shifting orslipping.

Interir-hung ss

Scaffolds must be suspended only from a roof or other structuralmembers such as ceiling beams.

Inspect overhead supporting members such as roofs or ceilingbeams before erecting the scaffold.

Connect suspension ropes and cables to overhead supportingmembers by shackles, clips, or thimbles.

Mutieve suspene ss

Scaffolds must be equipped with additional independent sup-

port lines equal to the number of supported points, as strongas the suspension ropes, and rigged to support the scaffold ifthe suspension rope(s) fail.

Independent support lines and suspension ropes must not beattached to the same anchorage points.

Supports for platforms must be attached directly to the supportstirrup and not to any other platform.

Suspensin

ss

Catenary scaffold

Note: These illustrations are useful only

for identifying various types of scaffolds

used in the construction industry. They

are not intended as compliance guide-

lines, nor are they intended to refect

Subdivision 3/L requirements.

Float

scaffold

Interior-hung scaffold


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Mutipint justbe suspensin ss

When you use two or more scaffolds, they must not be bridgedto one another unless they are designed to be bridged, thebridge connections are articulated, and the hoists are properlysized.

If bridges are not used, you can go from one platform to an-other only when the platforms are the same height and areabutting.

Scaffolds must be suspended from metal outriggers, brackets,wire rope slings, or hooks.

Neee-bem ss

Scaffold support beams must be installed on edge.

Use ropes or hangers for supports. One end of a needle-beamscaffold, however, may be supported by a permanent structuralmember.

Ropes must be securely attached to the needle beams.

The support connection must prevent the needle beam fromrolling or becoming displaced.

Platform units must be securely attached to the needle beams.Cleats and overhang are not acceptable.

Repir brket ss

Brackets must be secured by one or more wire ropes at least-inch in diameter.

Attach each bracket to the securing wire rope (or ropes) by alocking device that will keep the bracket and the rope fromseparating.

Each bracket, at the contact point between the supportingstructure and the bottom of the bracket, must have a shoe(heel block or foot) that will prevent the bracket from movinglaterally.

Platforms must be secured to the brackets so they do not moveor separate from the brackets.

If you place a wire rope around a structure to anchor a personalfall-arrest system for workers erecting or dismantling a scaffold,the wire rope must meet Subdivision 3/M requirements andmust be of at least 5/16-inch diameter.

Each wire rope used to secure brackets in place or as a per-sonal fall-arrest system anchorage must be protected fromdamage.

Use a turnbuckle at least 1 inch in diameter to tension wireropes that secure brackets in place or that anchor personalfall-arrest systems.

Each turnbuckle must be connected to the other end of its ropeby an appropriately sized eye-splice thimble.

Suspensin

ss

Multilevel

suspended

scaffold

Needle-beam

scaffold

Multipoint

adjustable

suspension

scaffold


37/48

33

Do not use U-bolt wire rope clips on any wire rope to securebrackets or to anchor personal fall-arrest systems.

Do not drop materials over the outside of the supportingstructure.

Erect scaffolds only one direction around a structure.

Singe-pint justbe suspensin ss

If two single-point adjustable suspension scaffolds are com-bined to form a two-point adjustable suspension scaffold, thescaffold must comply with the requirements for two-pointadjustable suspension scaffolds.

Under most circumstances, the supporting rope between thescaffold and the suspension device must be kept vertical.

Boatswains chair tackle must consist of correctly sized ballbearings or bushed blocks containing safety hooks and prop-erly eye-spliced minimum 5/8-inch diameter rst-grade manilarope.

Boatswains chair seat slings must be reeved through four cor-ner holes in the seat, must cross each other on the undersideof the seat, and must be rigged to prevent slippage that couldcause an out-of-level condition.

Boatswains chair seat slings must be a minimum of 5/8-inchdiameter rope that will satisfy the strength, slip resistance, anddurability of rst-grade manila rope.

When workers use a heat-producing process such as gas orarc welding, boatswains chair seat slings must be a minimumof3/8-inch wire rope.

Non-cross-laminated wood boatswains chairs must be reinforcedon their undersides by cleats securely fastened to prevent theboards from splitting.

Tw-pint justbe suspensin ss

Platforms must not be more than 36 inches wide unless theyare designed by a qualied person.

Platforms must be securely fastened to hangers.

The blocks for ber or synthetic ropes must consist of at leastone double and one single block. The sheaves of all blocksmust t the size of the rope used.

Platforms must be ladder-type, plank-type, beam-type, or light-metal-type.

Do not bridge or connect two-point scaffolds to one anotherwhen raising or lowering them unless the bridge connectionsare attached and the hoists are properly sized.

You can go from one platform to another only when the plat-forms are at the same height, are abutting, and you use walk-through stirrups specically designed for this purpose.

Suspensin

ss

Single-point

adjustable

suspension

scaffold

Two-point

adjustable

suspension

scaffold


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34

aeri itsAn aerial lift is an extensible or articulating device designed to positionworkers and handle materials. Aerial lifts can be powered or manuallyoperated and do not necessarily have to rotate about a vertical axis. Sub-division 3/L covers only vehicle-mounted elevation and rotating aeriallifts (ANSI A92.2 device). However, Oregon OSHA has added additionalrules to Subdivision 3/L covering three other types of aerial lifts:

Manually propelled elevating aerial platforms (ANSI A92.3 device) Boom-supported elevating work platforms (ANSI A92.5 device) Self-propelled elevating work

platforms and scissor lifts (ANSIA92.6 device)

These additional rules requireworkers to have the manufacturersoperation manual with the liftswhen they use them and to followall operating and maintenanceinstructions.

fie miitins

Aerial lifts may be eld modied provided the manufacturer certiesin writing that modications conform to all applicable provisions of ANSIA92.2 and the requirements of 1926.453. 1926.453(a)(2)

ler n twer truks

Aerial ladders must be secured in the lower traveling position before theycan be transported on highways. 1926.453(b)(1)

Extensibe n rtiuting bm ptrms

Lift controls must be tested before platforms are used. Workers must standrmly on the oor of the basket and must wear a body harness and alanyard attached to the boom or basket. 1926.453(b)(2)

Eetri tests

All electrical tests must conform to ANSI A92.2-1969 section 5. 1926.453(b)(3)

Bursting sety tr

ANSI A92.2-1969, section 4.9, applies to all critical hydraulic and pneu -matic components. Critical components are those in which a failure wouldresult in a free fall or free rotation of the boom.

Weing stnrs

Welding work must conform to the following standards:

Standard Qualication Procedure, AWS B3.0-41 Recommended Practices for Automotive Welding Design, AWS D8.4-61 Standard Qualication of Welding Procedures and Welders for Piping

and Tubing, AWS D10.9-69 Specications for Welding Highway and Railway Bridges, AWS D2.0-69

aeri its

Where n yu ineri it requirementsin Subivisin 3/l?

See 1926.453. Note that1926.451 and 1926.452 donot apply to aerial lifts.


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35

Trainingreq

uirem

ents

Each person who works from a scaffold must be trained torecognize hazards associated with that scaffold and to controlor minimize the hazards. Training must cover:

Electrical hazards, such as overhead power-transmissionlines

Fall hazards and methods to control the hazards

Falling-object hazards and methods to protect persons from

falling objects

How to use the scaffolds walkways, platform components,and access areas

The scaffolds loadcapacity and thetypes of loads ap-propriate for thescaffold

The requirements of Subdivision 3/L that apply to the scaffold

Wrkers wh eret r ismnte ssWorkers who erect, disassemble, move, or maintain a scaffold mustbe trained by a competent person. Training must cover:

Scaffold hazards

Erecting, disassembling, moving, and maintenance procedures

Design criteria, maximum intended load-carrying capacity,and use

Retrining

When an employer has reason to believe a worker lacks the skill

or knowledge to safely use, erect, or dismantle a scaffold, theemployer must retrain the worker. Other reasons for retraininginclude worksite changes that create new hazards and changes inthe types of scaffolds, fall protection, or falling-object protectionused. 1926.454(c)

The table on the following page summarizes the training require-ments for persons who work from scaffolds and persons who erector dismantle scaffolds.

Where n yu in therequirements in Subivisin 3/l?

See 1926.454.


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Trining

requirements

Summry trining requirements r s users

Thse wh wrk

rm ss

Thse wh eret n

ismnte ss

Critical

scaffold

issues

Falling objects

Fall protection

Material handling onscaffolds

Scaffold load capacities

Scaffold design criteria

Scaffold erecting, disassembling,moving, and maintenance

procedures

Scaffold erecting, disassembling,and moving hazards

Scaffold load capacities

Whatthey

need

toknow

How to use appropriatefall-protection systems

How to control

scaffold hazards

How to use scaffoldwalkways, platformcomponents, and

access areas

Maximum-intended andload-carrying capacities

of scaffolds

Subdivision 3/Lrequirements

Hazards involved inerecting/ dismantling

Erection/ dismantling

planning procedures

How to deal withelectrical hazards

How to inspectcomponents

Appropriate design criteria Maximum-intended and

load-carrying capacitiesof scaffolds

Subdivision 3/L requirements

Whocantrainthem

Any person who hastraining and experience in

the critical scaffold issues(above) and who can teachthe issues to scaffold users

Subdivision 3/L refers to a

person with these skills asa qualifed person. See Page

10 in this guide for moreinformation on the quali-

ed person

Any person who has trainingand experience in the critical

scaffold issues (above), whocan teach the issues to erectors/dismantlers, and who has authority

to control scaffold hazards

Subdivision 3/L refers to a personwith these skills as a competent

person. See Page 9 in this guidefor more information on the

competent person

Howoftentotrainthem

Before they begin a

new job

Whenever changes atthe worksite present

new hazards

Whenever they fail to

demonstrate skillsrelated to any of thecritical scaffold issues

Before they begin a new job

Whenever changes at the work-site present new hazards

Whenever they fail todemonstrate skills related

to any of the critical

scaffold issues


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Train

ingguielin

es

Effective training programs dont just happen. They requirecareful planning, explicit goals and objectives, dedicatedinstructors, and motivated students. It doesnt matter whether

the activity is athletics, academics, or occupational safety andhealth. The underlying training concepts are similar: (1) design atraining program, (2) conduct training, (3) evaluate training effec-tiveness, and (4) improve training through feedback.

1. design trining prgrmdetermine whether wrksite prbem n be sveby trining.

Will training solve the problem or are hazards or engineering prob-lems causing injuries? Training is most effective when it focuseson what workers need to know to do their jobs safely. Training isespecially helpful for inexperienced workers, new workers, andworkers unfamiliar with special processes and equipment.

Ientiy trining nees.

Establish what the worker is expected to do and identify hazard-ous tasks. Analyze each task to determine what the worker mustlearn to do a job safely.

design erning tivities.

Learning activities enable workers to demonstrate that theyveacquired desired skills and knowledge. The activities should simu-late actual job tasks as closely as possible. Learning activities canbe group-oriented, with lectures, role playing, and demonstrations.

Or they can be designed as self-paced activities for individualworkers.

2. cnut the triningPlan the training structure and format. Consider the number,frequency, and length of sessions. Determine instructional tech-niques and who will do the training. Make sure the training iswell-organized and has clearly dened objectives. Give workersan overview of what theyll learn. Relate training materials to tasksand jobs. Include hands-on experience and role-playing activities,if possible. Reinforce learning by summarizing objectives and key

concepts. Be sure to let workers participate in discussions and askquestions.

3. Evute trining eetivenessHow do you know training is accomplishing your objectives?Develop a plan to objectively evaluate training effectiveness. Askworkers what theyve learned through training. Ask supervisorsif workers are accomplishing training goals. Examine trends inyour injury or illness statistics for changes that training may haveinuenced.


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4. Imprve trining thrugh eebkCollect and evaluate feedback from workers, supervisors, andothers affected by the training. When youre sifting through whatpeople had to say about the training, consider these questions:

Did the training focus on critical elements of the job?

Were major gaps in workers knowledge or skills covered?

Were the training objectives presented clearly? Did the objectives state the performance levels expected of

workers?

Did learning activities simulate actual work tasks?

Were learning activities appropriate for the knowledge andskills the jobs required?

Were training materials organized and presented clearly?

Were workers motivated to learn?

Were workers encouraged to participate and to ask questions?

Adjust the training program if the feedback warrants a change.

Trining

guieines


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Hanling

emerge

ncies

Employers must establish procedures to ensure that aworker who falls from a scaffold receives immediate atten-tion. Emergency procedures should be fully documented

before workers begin work or use fall-arrest or restraint systems.Emergency procedures shouldidentify key rescue and medicalpersonnel, equipment availablefor rescue, communications proce-

dures, retrieval methods, and rst-aid requirements. The followinglists identify safe practice guide-lines for developing emergencyresponse planning procedures,responding to emergencies, andinvestigating accidents.

Pnning guieines

Bere n-site wrk begins Make the re department or emergency responders aware of

the job specications at the site and any factors that may slowresponse time.

Create one or more joint training sessions between key on-sitepersonnel and emergency responders.

Document the rescue plan and make sure it is posted at theworksite.

Mark the job site with signs and note the easiest access routesinto and out of the site.

as n-site wrk prgresses

Identify on-site equipment that can be used for rescue andretrieval. Examples: boomlifts, ladders, and forklifts.

Maintain a current equipment inventory at the site. Equipmentmay change frequently as the job progresses.

Re-evaluate and update the emergency-response plan if on-sitework tasks change.

Emergeny-respnse tins

Call 9-1-1 or other emergency numbers indicated on the

emergency-response plan. Use 9-1-1 for ambulance service butremember that most 9-1-1 responders are not trained to rescuean injured worker suspended in a personal fall-arrest system.Rescue procedures must ensure prompt response to a suspendedworker. The 9-1-1 number does not ensure prompt response.First responders should clear a path to the victim. Others shouldbe sent to direct emergency personnel to the scene.

Make sure only qualied personnel attempt a technical rescue.

Prohibit all nonessential personnel from the rescue area.

Talk to the victim; determine the victims condition, if possible.


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If the victim is accessible: Comfort and check vital signs. Ifnecessary: Administer CPR, and attempt to stop bleeding.

Do not attempt a solo rescue if the victim is suspended. Waitfor trained emergency responders.

aient investigtin guieines

Report fatalities and catastrophes to Oregon OSHA within eighthours.

Report injuries requiring overnight hospitalization to OregonOSHA within 24 hours.

Identify all equipment associated with the accident and put itout of service until the accident investigation is complete.

Document what went wrong, step by step.

Review the fall-protection plan; determine how the plancould be changed to prevent similar accidents; revise the planaccordingly.

Have a qualied person examine equipment associated with

the accident; if damaged, repair or replace it. If it contributedto the accident, determine how and why, then replace it.

Do not disturb the scene of a fatality or catastrophe.

Hning

emergenies


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OR-OSHA ServicesOR-OSHA offers a wide variety of safety and health services to employers and employees:

Consultative Services Offersno-coston-sitesafetyandhealthassistancetohelpOregonemployersrecognizeandcorrect

workplacesafetyandhealthproblems.

Providesconsultationsintheareasofsafety,industrialhygiene,ergonomics,occupationalsafetyandhealthprograms,assistancetonewbusinesses,theSafetyandHealthAchievementRecognitionProgram(SHARP),andtheVoluntaryProtectionProgram(VPP).

Enforcement Offerspre-jobconferencesformobileemployersinindustriessuchasloggingandconstruction.

Providesabatementassistancetoemployerswhohavereceivedcitationsandprovidescomplianceandtechnicalassistancebyphone.

Inspectsplacesofemploymentforoccupationalsafetyandhealthhazardsandinvestigatesworkplacecomplaintsandaccidents.

Appeals, Informal Conferences ProvidestheopportunityforemployerstoholdinformalmeetingswithOR-OSHAonconcerns

aboutworkplacesafetyandhealth. DiscussesOR-OSHAsrequirementsandclariesworkplacesafetyorhealthviolations.

Discussesabatementdatesandnegotiatessettlementagreementstoresolvedisputedcitations.

Standards & Technical Resources Develops,interprets,andprovidestechnicaladviceonsafetyandhealthstandards.

ProvidescopiesofallOR-OSHAoccupationalsafetyandhealthstandards.

Publishesbooklets,pamphlets,andothermaterialstoassistintheimplementationofsafetyandhealthstandardsandprograms.

OperatesaResourceCentercontainingbooks,topicalles,technicalperiodicals,avideoandlmlendinglibrary,andmorethan200databases.

Public Education & Conferences Conductsconferences,seminars,workshops,andruleforums.

Coordinatesandprovidestechnicaltrainingontopicssuchasconnedspace,ergonomics,lockout/tagout,andexcavations.

Providesworkshopscoveringmanagementofbasicsafetyandhealthprograms,safetycommittees,accidentinvestigation,andjobsafetyanalysis.

ManagestheSafetyandHealthEducationandTrainingGrantProgram,whichawardsgrantstoindustrialandlaborgroupstodeveloptrainingmaterialsinoccupationalsafetyandhealthforOregonworkers.

Portland1750NWNaitoParkway,Ste.112

Portland,OR97209-2533(503)229-5910Consultation:(503)229-6193Salem1340TandemAve.NE,Ste.160Salem,OR97303(503)378-3274Consultation:(503)373-7819Eugene1140Willagillespie,Ste.42Eugene,OR97401-2101(541)686-7562Consultation:(541)686-7913

BendRedOaksSquare

1230NEThirdSt.,Ste.A-115Bend,OR97701-4374(541)388-6066Consultation:(541)388-6068Medford1840BarnettRd.,Ste.DMedford,OR97504-8250(541)776-6030Consultation:(541)776-6016Pendleton721SEThirdSt.,Ste.306Pendleton,OR97801-3056(541)276-9175Consultation:(541)276-2353

For more information, call theOR-OSHA ofce nearest you.

(All phone numbers are voice and TTY.)

Salem Central Ofce350WinterSt.NE,Rm.430Salem,OR97301-3882Phone:(503)378-3272Toll-free:(800)922-2689Fax:(503)947-7461en Espaol:(800)843-8086Web site:www.orosha.org


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Temporary Scaffolds Guidelines

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