RENTALS SALES INSTALLATION - Armour Equipment · ARMOUR EQUIPMENT 0 Scaffold Specialists Since 1961 –4TH STREET SE CALGARY, AB T2H 1K55316 PHONE: 403-252-6067 - FAX: 403-319-0950

ARMOUR EQUIPMENT www.armourscaffold.ca 0

Scaffold Specialists Since 1961

5316 – 4TH STREET SE CALGARY, AB T2H 1K5 PHONE: 403-252-6067 - FAX: 403-319-0950 - TOLL FREE: 1-877-253-6067

www.armourscaffold.ca

• RENTALS • SALES • INSTALLATION



TABLE OF CONTENTS

PRODUCTS ……………………………….…………………………………………... 3

SERVICES ……………………………..………………….…………………………… 4

CUSTOMER BASE ……………………….……………………….………………….. 5

FRAME & BRACE SCAFFOLD …………………………………………….………. 6 Standard Frames Narrow Standard Frames Arch Frames Narrow Arch Frames Narrow Ladder Frames Cross Braces Scaffold Decks LVL Scaffold Plank Access Ladders & Temporary Stairway Side Brackets Outriggers & Guard Rails Bottom Devices Wagons Accessories

TUBE & CLAMP ……………………………………………………….……………... 13 Aluminum Tube Wedge Clamps Single Pole Bracket

STAIR TOWERS ………………………………………………………….…………... 14 Frame Scaffold Stair Tower System Scaffold Stair Tower

MULTI FUNCTION SCAFFOLD (BAKER) ………………………………….…… 15

SHORING POSTS ……………………………………….…………………………… 15

ALUMINUM I-BEAM ………………………………………….……………………. 16 A-Clamp Assembly

GARBAGE / DEBRIS CHUTE ………………………………………….…………... 17

SYSTEM SCAFFOLD ………………………………………….…………………….. 18 Standards Ledgers Double Ledgers Lattice Girder Bay Braces Side Brackets Base Collar Base Screwjack Swivel Screwjack Stairway

CODE OF SAFE PRACTICES ……………………………………….………………. 25

RECCOMENDED SCAFFOLDING ERECTION PROCEDURES ………………………. 27


PRODUCTS

• FRAME & BRACE

• TUBE & CLAMP

• SYSTEM SCAFFOLD

• STAIRWAY TOWERS

• LIGHT TO MEDIUM DUTY SHORING SYSTEMS

• SIDEWALK OVERHEAD PROTECTION

• WEATHER/DEBRIS ENCLOSURE SYSTEMS

• LVL SCAFFOLD PLANK

• SHORING POSTS & PROPS

• ALUMINUM I-BEAM

• DEBRIS CHUTES

• DRYWALL ACCESS UNITS

• SCAFFOLD WAGONS

• TEMPORARY STAGING/PLATFORMS


SERVICES

RENTALS

Armour Equipment has an extensive and diverse inventory available for general rental and rental through our Installation services. We maximize stock levels at all times. In the event stock is not available, we have aligned with numerous vendors, both for purchasing and sub-rental to ensure immediate supply. All of our products meet or exceed the requirements of CSA S269.2. Our inner-city, convenient retail location is designed for drop-in consultation and expedient pick-up & return of equipment. We specialize in servicing clients of all sizes and nature of business. No account is too big or too small!

ERECTION & DISMANTLE SERVICES

Our E&D staff are well versed in scaffolding applications of any size and nature. We work closely with our clients to identify the most cost effective, efficient, and safe solutions available. As a member of the Local 2103 Union, all of our installers conform to industry standards and have been trained and qualified in safe installation practices. We are available 24 Hours a Day, 7 Days a week in the event of an emergency.

DESIGN & ENGINEERING

For our clients that require complex scaffold design work, Armour Equipment uses some of the best structural engineers available. Our Estimators have extensive experience to ensure drawings are accurate and conform to all applicable standards & regulations.

RETAIL & WHOLESALE SALES

All of the products we carry are available for purchase; both new and used. To maximize savings, we also offer Container Direct orders. Please contact one of our sales representatives for more information on this service.


INDUSTRIES SERVED

RESIDENTIAL ~ COMMERCIAL ~ INDUSTRIAL AND EVERYTHING IN BETWEEN

Armour Equipment has established a diverse customer base over the years by remaining unbiased to the size and nature of their requirements. Our credit policy allows customers to acquire our products or services through an established credit account or by credit card processing.

Below is a summary of the categories of customers we service on a daily basis:

• MASONRY

• DRYWALL / INTERIOR

• STUCCO / EXTERIOR

• GLASS / GLAZING

• EIFS

• STEEL / CLADDING

• FILM / PRODUCTION

• ELEVATOR / ESCALATOR

• MECHANICAL

• ELECTRICAL

• RENOVATION / RESTORATION

• GOVERNMENT / CITY

• CONCRETE

• GENERAL CONTRACTORS

• WALK IN / HOME OWNERS

• ARTISTS / THEATRE

• LIGHT / MEDIUM INDUSTRIAL

• PAINTING / COATINGS

• ROOFING

• SCHOOL / INSTITUTIONAL

• DISASTER RECOVERY

• EVENT / MEDIA

• INSULATION / ABATEMENT • AND MORE!!!!


FRAME & BRACE

STANDARD FRAMES Standard Frames are the most commonly used scaffold frames designed for all trades. Width is designed to fit 3 – 19” wide scaffold decks for a complete platform.

SF5-5

5’1”H X 5’W

BRACE SPACING: 4 Feet

WEIGHT: 46 lbs

DESCRIPTION: - Comes with 3-Intermediate

Guard rail locks at 12” spacing

- Built in Ladder rungs spaced at 12”

SF3-5

3’1H X 5’W


WEIGHT: 33 lbs

DESCRIPTION: - Built in Ladder rungs

spaced at 12”

NARROW STANDARD FRAMES Narrow Standard Frames have been designed to fit 2 – 19” wide scaffold decks for those applications that require a narrow frame with a complete platform.

SF5-42

5’1”H X 42”W


WEIGHT: 46 lbs

DESCRIPTION: - Comes with 3-Intermediate

Guard rail locks at 12” spacing

- Built in Ladder rungs spaced at 12”

SF3-42

3’1H X 42”W


WEIGHT: 33 lbs

DESCRIPTION: - Brace Lock Spacing: - Built in Ladder rungs

spaced at 12”

ARCH FRAMES Arch Frames are designed to allow workers and materials to move freely between sections of a scaffold.

SHF9-6

9’2” H X 6’2”W

BRACE SPACING: - 2 at 2 Feet ea.

WEIGHT: 81 lbs

DESCRIPTION: - Designed for overhead

protection for pedestrian access on sidewalks

AF6-5

6’7” H X 5’W


WEIGHT: 48 lbs

DESCRIPTION: - Comes with intermediate

Guard rail lock at 42”H


NARROW ARCH FRAMES Narrow Arch Frames allow the user to move freely between sections while accommodating space restrictions.

AF6-42

6'7"H X 42”W


WEIGHT: 44.1 lbs

DESCRIPTION: - Will fit 2 – 19” W scaffold

decks for complete decking

- Comes with intermediate Guard rail lock at 42”H

AF6-3

6'7"H X 3’W (LIMITED AVAILABILITY)


WEIGHT: 38 lbs

DESCRIPTION: - Comes with intermediate

Guard rail lock at 42”H

NARROW LADDER FRAMES Narrow Ladder Frames allow the user to adjust deck levels and utilize the built in Ladder while accommodating space restrictions.

NLF5-3

5’1"H X 3’W (LIMITED AVAILABILITY)


WEIGHT: 32 lbs

DESCRIPTION: - Ladder Rungs spaced at 12”

NLF5-28

5’1"H X 27.75"W


WEIGHT: 27 lbs


NLF3-3

3’1"H X 3’W (LIMITED AVAILABILITY)


WEIGHT: 20 lbs


NLF3-28

3’1"H X 27.75"W


WEIGHT: 19 lbs


NLF6-3

6'7"H X 3’W (LIMITED AVAILABILITY)


WEIGHT: 38 lbs


NLF6-28

6'7"H X 27.75"W


WEIGHT: 34 lbs



CROSS BRACES

CODE A (Platform Length)

B (Stud Spacing)

C (Hole to Hole)

CB10-4 10’-0” 4’ 10’- 9 ¼”

CB10-2 10’-0” 2’ 10’- 2 3/8”

CB7-4 7’-0” 4’ 8’- ¾”

CB7-2 7’-0” 2’ 7’- 3 ¼”

CB6-4 6’-0” 4’ 7’ – 2 ½”

CB6-2 6’-0” 2’ 6 – 3 7/8”

CB5-4 5’-0” 4’ 6’- 4 ¾”

CB5-2 5’-0” 2’ 5’- 4 5/8”

CB4-4 4’-0” 4’ 5’ – 7 7/8”

CB4-2 4’-0” 2’ 4’ – 5 ½”

SCAFFOLD DECK

CODE DESCRIPTION

AD10 10’L X 19”W Aluminum w/ Plywood Deck





** OTHER SIZES AVAILABLE FOR SPECIALTY APPLICATIONS **


LVL SCAFFOLD PLANK

Safe Span 2.25E LVL Scaffold Plank engineered wood is designed for those seeking a stronger, longer lasting plank. Safe-Span is manufactured with state of the art technology using Douglas Fir veneer, the highest strength-to-weight ratio and the highest modulus of elasticity (MOE) of all North American soft-woods. All lengths are available from 1’ – 16’.

• Every Safe-Span plank is independently 3rd party inspected

• Every Safe-Span plank is proof tested to conform to deflection limits

• Every Safe-Span plank is designed to conform to CSA S269.2, ANSI A10.8-2001, and OSHA 1926.451?1910.28 loading requirements

• Every Safe Span is continuously embossed on both edges with: Safe-Span 2.25E MADE IN USA OSHA APA-EWS 1081 (date) PROOF TESTED SCAFFOLD PLANK

• Ends are sealed to promote longer life

• Eased edges for splinter free handling

• Scarfed face joints for a smooth flat working surface.

ACCESS LADDERS AND TEMPORARY STAIRWAY

CODE ITEM DESCRIPTION

AL-5

ACCESS LADDER 5’H X 17”W w/ Wedge Clamp for attaching

AL-3

ACCESS LADDER 3’H X 17”W w/ Wedge Clamp for attaching

AL-SB

ACCESS LADDER STARTER BRACKET w/ Wedge Clamp for attaching

SS-S

STEEL SCAFFOLD STAIRSECTION - 4' rise X 7’ Long w/ inside and outside hand

rails

AS-S

ALUMINUM SCAFFOLD STAIRSECTION - 5’1” rise X 7’ Long w/ inside and outside hand

rails


SIDE BRACKETS


SB20,24,30,40

SIDE BRACKET W/SADDLE HANGER - Ideal for use with LVL Planks - Available in 20”, 24”, 30”, and 40”

SB20,24,30,40

SIDE BRACKET HOOK STYLE - Ideal for use with Scaffold Decks - Available in 20”, 24”, 30”, and 40”

EB20

20" END BRACKET

OUTRIGGERS & GUARD RAIL


SO

SCAFFOLD OUTRIGGER - Increases base by 3’outward - Comes equipped with clamps for attachment - Caster and/or Screwjack can be inserted

GRP

GUARD RAIL POST W/ CRADLE - Creates a perimeter rail on top platform of

scaffold

GRP-NC

GUARD RAIL POST W/O CRADLE - Designed for use with Side Brackets

GR----

GALVANIZED GUARD RAIL - Comes in various sizes

GR-PAN

ARCH FRAME END GUARD RAIL PANEL - Attaches to Arch Frame for end Guard Rail

protection

HP7,10

HORIZONTAL PLAN BRACE/GOOSER BAR - For Squaring Frame Scaffold - Equipped with clamps for attachment - Available for 7’ & 10’ Bay


BOTTOM DEVICES


CW

8" CASTOR - Integrated brakes - Large 8-inch diameter wheel - 360 degree rotation - Comes in both regular & non-marking poly

SJ-B

SCREWJACK - BASE - Galvanized Screw Jack With Base Plate - 24" in total length and 18" adjustable length - Enables safe use on uneven ground

SJ-S

SCREWJACK - SOCKET - Galvanized Screw Jack With Socket - 24" in total length and 18" adjustable length.

SJ-UH

SCREWJACK - U-HEAD - Galvanized Screw Jack With U-Head - 24" in total length and 18" adjustable length. - Designed to cradle/support I-Beams

BP-F

FIXED BASE PLATE - Provides surface support for bottom of

frames

BP-S

Swivel Base Plate - 180 degree rotation for uneven surface

support

SP

SADDLE PIN - Saddles frame scaffold to stack a narrow

frame on a wider frame


WAGONS

SW-M,L

SCAFFOLD WAGON - Two Sizes Available; 8” & 12” Wheels - For 5’ wide scaffold frames - Adjustable to 7’ & 10’ span - Equipped with locking brakes - Disassembles for easy shipping & handling

SW-T N/A

TRANSPORT WAGON - For transporting scaffolding or materials on

site - Will fit through standard door - Disassembles for easy shipping & handling

ACCESSORIES


P-W

PULLEY WHEEL - Pulley Wheel for Hoisting Material - Steel Body w/ 12” Aluminum Wheel - 360 degree rotation

HA

HOIST ARM - Attaches to top section of Frame Scaffold - For supporting Pulley Wheel - Top Extension Arm swivels 360 degrees - Ideal for Stucco & Masonry Trades

TP

TOGGLE PIN - Locks Frames and Accessories into place

CP1

COUPLING PIN WITHOUT COLLAR

CP2

COUPLING PIN WITH 1/8" COLLAR

CP3

COUPLING PIN WITH 1" COLLAR

SC

GALVANIZED SPRING CLIP FOR COUPLING PIN


TUBE & CLAMP

Tube and Clamp scaffolding can be used in almost any application. Tubes come in various lengths which make it ideal for use in unconventional areas. By having the versatility to scaffold in and around unusual or confined spaces, Tube and Clamp scaffolds have the ability to address almost any application. It can also be used in conjunction with most Frames and Systems scaffolds making it the most versatile of scaffolding products.

ALUMINUM TUBE

WEDGE CLAMPS

TUBE TO TUBE RIGHT ANGLE

RAWC-TT

WEIGHT: 3.3 lbs

DESCRIPTION: - Connecting two 1.9” OD

Tubes at a 900 Angle

TUBE TO TUBE SWIVEL

SWC-TT

WEIGHT: 3.7 lbs

DESCRIPTION: - Connecting two 1.9” OD

Tubes at any Angle

TUBE TO SCAFFOLD RIGHT ANGLE

RAWC-TS

WEIGHT: 3.3 lbs

DESCRIPTION: - Connecting a 1.9” OD

Tube to a 1.625” or 1.69” OD Scaffold at a 900 Right Angle

TUBE TO SCAFFOLD SWIVEL

SWC-TS

WEIGHT: 3.7 lbs

DESCRIPTION: - Connecting a 1.9” OD tube

and a 1.625” or 1.69” OD scaffold tube at any angle

TUBE TO TUBE CONNECTOR

CWC

WEIGHT: 3.6 lbs

DESCRIPTION: - Connector Wedge Clamp

Tube to Tube - Connecting two 1.9”OD

Tubes in an axial direction

SINGLE POLE BRACKETS Single Pole Brackets, sometimes known as 3’ Arms, are a multi-purpose item used to tie tube & clamp scaffolds into a solid structure and for supporting platforms.

CODE SIZES OUTSIDE DIAMETER WEIGHT

AT--- From 1’ – 20’ 1.9” OD .94 lbs/ft


STAIR TOWERS

FRAME SCAFFOLD STAIR TOWERS Frame Stair Towers provide safe access and egress to and from working heights. Ease of assembly makes this the choice for end-user installation. Armour supplies both Steel and Aluminum sections. The advantage of Aluminum is its light weight increasing productivity and reducing strain.

SYSTEM SCAFFOLD STAIR TOWERS System Stair Towers are modular and are designed with platforms at each level to ensure safe access and egress.


MULTI-FUNCTION SCAFFOLD

(BAKERS)

Multi-Function Scaffold, or commonly known as Baker’s Scaffold, are designed for interior access. Light weight components and ease of installation make this a choice for interior trades. Units can be stacked for increased height. Outriggers for added support and Guard Rails are also available.

SHORING POSTS

• For light to medium duty shoring applications.

• Tube is open at both ends to prevent accumulation of water and debris thereby retarding rust development.

• Top plates and base plates are provided with nail holes.

• Adjusting nut with 8-inch handle for precise height adjustment.

** HEIGHTS FOR CLOSED & OPEN MAY VARY BY MANUFACTURER **

CODE HEIGHT (FT) WEIGHT

(LBS) CLOSED OPEN

VSP1 5’-11” 10’-2” 38.50

VSP2 6’-6” 10’-11” 40.19

VSP3 7’-6” 12’-11” 44.97

VSP4 10’-7” 15’-11” 53.79


ALUMINUM I-BEAM

Its strength and lightweight properties provide an optimal working combination. Aluminum minimizes the number of total horizontal and vertical members required on the job, compared to wood. Since it is lightweight compared to steel, the contractor realizes labor productivity through ease of use. The beam contains a 2" x 2" plastic nailer strip which is formulated to provide nail gripping properties comparable to wood, and will not become soft in hot weather, nor brittle, nor crack in extreme cold. Plastic nailers are much more durable than wood and will withstand repeated use as plastic is apt to self-heal upon fastener removal. The beam has a T-Head Bolt slot in its base for fastening stringers, strongbacks or I-Beams with the easy-to-use self-locking A-Clamp.

A- CLAMP ASSEMBLY A-Clamps secure beam to beam, beam to stringer, or stringer to stringer. The lip of the A-Clamp pad is specially designed to snugly fit the foot of nearly all beam used in the field.

CODE SIZES WEIGHT AB--- From 1’ – 21’ 4 lbs /ft


GARBAGE/ DEBRIS CHUTES

Garbage Chutes provide a quick, clean and safe solution for removal of materials from various heights. Chute sections are tapered tubes that attach quickly and easily to one another using built-in cable assemblies. Create chutes up to 200 ft. in height. Entry sections allow debris to be cleared from any floor level.

• 4 ft tall (linked sections overlap, 3 sections provide 10 ft. of drop).

• Equipped with safe and strong cable linking hardware

• Outstanding resistance to abrasion, chemicals and cold.

• Made from yellow UV treated plastic.

• Slightly tapered (1 inch taper - tight fit minimized airborne dust).

• Light weight, safe, flexible, and quiet in use.

** HOISTING ACCESSORIES ALSO AVAILABLE **

PLEASE CONTACT ONE OF OUR SALES REPS FOR MORE INFORMATION

http://www.superchute.com/new/Chutes/cables.html


SYSTEM SCAFFOLD

STANDARDS

*All Standards are in Metric Measurement*

PRODUCT HEIGHT WEIGHT (w/pin)

0.5M STANDARD 0.5M (19.69”) 6.72 lbs

1.0M STANDARD 1.0M (39.37”) 12.05 lbs

1.5M STANDARD 1.5M (59.06”) 17.39 lbs

2.0M STANDARD 2.0M (78.74”) 23.36 lbs

3.0M STANDARD 3.0M (118.11”) 33.73 lbs


LEDGERS

D O U B L E LEDGERS

• Bay Length is based on the Respective Size Ledger (Imperial Measurement) Used.

• Length (end to end) is based on the Actual Length on the Item.

• Ledgers & Double Ledgers are in Imperial Measurement.

LATTICE GIRDER

PRODUCT BAY LENGTH

(c to c of leg) LENGTH

(end to end) WEIGHT

0.65M LEDGER 0.65M 23.75” 7.64 lbs

3’-0” LEDGER 3’-0” 34.06” 9.26 lbs

3’-6” LEDGER 3’-6” 40.06” 11.44 lbs

1.15M LEDGER 1.15M 43.38” 11.92 lbs

5’-4” LEDGER 5’-4” 62.13” 15.23 lbs

6’-0” LEDGER 6’-0” 70.13” 17.76 lbs

7’-0” LEDGER 7’-0” 82.00” 20.28 lbs

9’-0” LEDGER 9’-0” 106.13” 25.15 lbs

10’-0” LEDGER 10’-0” 118.25” 27.95 lbs

PRODUCT BAY LENGTH


(end to end) WEIGHT

5’-4” DOUBLE LEDGER 5’-4” 62.13” 23.05 lbs



PRODUCT BAY LENGTH


(end to end) WEIGHT

21’-0” LATTICE GIRDER 21’-0” 20’-10.5” 169.34 lbs


BAY BRACES

• Bay Length is based on the Respective Size Ledger (Imperial Measurement) Used.

• Length (end to end) is based on the Actual Length on the Item.

• Bay Height is based on a Standard Bay of 2.0M (Metric Measurement).

PRODUCT BAY LENGTH (c to c of leg)

LENGTH (end to end)

BAY HEIGHT WEIGHT

3’-0” BAY BRACE 3’-0” 86.00” 2.0M (78.74”) 18.34 lbs

1.15M BAY BRACE 1.15M 90.75” 2.0M (78.74”) 19.36 lbs

5’-4” BAY BRACE 5’4” 100.00” 2.0M (78.74”) 21.35 lbs

6’-0” BAY BRACE 6’-0” 104.5” 2.0M (78.74”) 21.91 lbs

7’-0” BAY BRACE 7’-0” 113.63” 2.0M (78.74”) 23.37 lbs

9’-0” BAY BRACE 9’-0” 131.25” 2.0M (78.74”) 26.57 lbs

10’-0” BAY BRACE 10’-0” 140.88” 2.0M (78.74”) 29.52 lbs


SIDE BRACKETS

PRODUCT DIMENSIONS

(centre to centre)

DIMENSIONS (inside to

inside) WEIGHT

24” SIDE BRACKET 23.62” 19.46” 11.83 lbs

26” SIDE BRACKET 26.00” 21.75” 12.33 lbs

32” SIDE BRACKET 32.20” 28.04” 15.02 lbs

PRODUCT DIMENSIONS

(centre of leg to end)

DIMENSIONS (inside to

inside) WEIGHT

11” SIDE BRACKET 14.08” 11” 3.97 lbs


BASE COLLAR

BASE SCREWJACK

SWIVEL SCREWJACK

HEIGHT ADJUSTABLE

HEIGHT DIAMETER WEIGHT

21” 15” 1.5” 10.19 lbs

HEIGHT COLLAR DEPTH

WEIGHT

15” 5” 4.87 lbs

HEIGHT ADJUSTABLE

HEIGHT DIAMETER WEIGHT

21” 15” 1.5” 9.29 lbs


STAIRWAY

DESCRIPTION TREAD WIDTH

# OF TREADS

RISE RUN

Stair Way 30” 9 2.0M 7’-0”

CODE DESCRIPTION WEIGHT

AES-SS-LS Left Stair Stringer 44.09 lbs

AES-SS-RS Right Stair Stringer 44.09 lbs

AES-SS-ST 30” Stair Tread 14.77 lbs


ARMOUR EQUIPMENT SUPPLIES A WIDE VARIETY OF SCAFFOLDING AND RELATED ITEMS. WE CONTINUE TO ADD NEW PRODUCTS TO OUR FLEET THAT MAY NOT BE REPRESENTED IN THIS CATALOGUE. PLEASE CONTACT ONE OF OUR SALES REPRESENTATIVES FOR ITEMS NOT LISTED ABOVE.

SOME OF OUR PRODUCTS ARE SUPPLIED BY VARIOUS MANUFACTURERS. AS SUCH THE ITEMS SHOWN ABOVE MAY DIFFER IN SIZE AND MAKE ACCORDING TO THE DIFFERENT MANUFACTURER’S SPECS.

THE INFORMATION PROVIDED IN THIS BROCHURE DOES NOT SUPERCEDE LOCAL OR PROVINCIAL REGULATIONS. PLEASE REFER TO APPLICABLE STANDARDS AS THEY APPLY TO SCAFFOLDING.


CODE OF SAFE PRACTICES FOR

FRAME SCAFFOLDS, SYSTEM SCAFFOLDS, TUBE AND CLAMP SCAFFOLDS & ROLLING SCAFFOLDS

DEVELOPED FOR INDUSTRY BY SCAFFOLDING, SHORING & FORMING INSTITUTE (SSFI) and SCAFFOLD INDUSTRY

ASSOCIATION, INC. (SIA)

It shall be the responsibility of all users to read and comply with the following common sense guidelines which are designed to promote

safety in the erecting, dismantling and use of Scaffolds. These guidelines do not purport to be all inclusive nor to supplant or replace other

additional safety and precautionary measures to cover usual or unusual conditions. If these guidelines in any way conflict with any state,

local, provincial, federal or other government statute or regulation, said statute or regulation shall supersede these guidelines and it shall be

the responsibility of each user to comply wherewith.

I. GENERAL GUIDELINES

A. POST THESE SCAFFOLDING SAFETY GUIDELINES in a conspicuous place and be sure that all persons who erect,

dismantle, or use scaffolding are aware of them, and also use them in tool box safety meetings.

B. FOLLOW ALL STATE, LOCAL AND FEDERAL CODES, ORDINANCES AND REGULATIONS pertaining to

scaffolding.

C. SURVEY THE JOB SITE. A survey shall be made of the job site by a competent person for hazards, such as untamped earth fills,

ditches, debris, high tension wires, unguarded openings, and other hazardous conditions created by other trades. These conditions

should be corrected or avoided as noted in the following sections.

D. INSPECT ALL EQUIPMENT BEFORE USING. Never use any equipment that is damaged or defective in any way. Mark it or

tag it as defective. Remove it from the job site.

E. SCAFFOLDS MUST BE ERECTED IN ACCORDANCE WITH DESIGN AND/OR MANUFACTURERS’

RECOMMENDATIONS.

F. DO NOT ERECT, DISMANTLE OR ALTER A SCAFFOLD unless under the supervision of a competent person.

G. DO NOT ABUSE OR MISUSE THE SCAFFOLD EQUIPMENT.

H. ERECTED SCAFFOLDS SHOULD BE CONTINUALLY INSPECTED by users to be sure that they are maintained in safe

condition. Report any unsafe condition to your supervisor.

I. NEVER TAKE CHANCES! IF IN DOUBT REGARDING THE SAFETY OR USE OF THE SCAFFOLD, CONSULT

YOUR SCAFFOLD SUPPLIER.

J. NEVER USE EQUIPMENT FOR PURPOSES OR IN WAYS FOR WHICH IT WAS NOT INTENDED.

K. DO NOT WORK ON SCAFFOLDS if your physical condition is such that you feel dizzy or unsteady in any way.

L. DO NOT WORK UNDER THE INFLUENCE of alcohol or illegal drugs.

II. GUIDELINES FOR ERECTION AND USE OF SCAFFOLDS

A. SCAFFOLD BASE MUST BE SET ON BASE PLATES AND AN ADEQUATE SILL OR PAD to prevent slipping or sinking

and fixed thereto where required. Any part of a building or structure used to support the scaffold shall be capable of supporting the

maximum intended load to be applied.

B. USE ADJUSTING SCREWS or other approved methods to adjust to uneven grade conditions.

C. BRACING, LEVELING & PLUMBING OF FRAME SCAFFOLDS-

1. Plumb and level all scaffolds as erection proceeds. Do not force frames or braces to fit. Level the scaffold until proper fit can

be easily made.

2. Each frame or panel shall be braced by horizontal bracing, cross bracing, diagonal bracing or any combination thereof for

securing vertical members together laterally. All brace connections shall be made secure, in accordance with the

manufacturer’s recommendations.

D. BRACING, LEVELING & PLUMBING OF TUBE & CLAMP AND SYSTEM SCAFFOLDS-

1. Posts shall be erected plumb in all directions, with the first level of runners and bearers positioned as close to the base as

feasible. The distance between bearers and runners shall not exceed manufacturer’s recommendations.

2. Plumb and level all scaffolds as erection proceeds.

3. Fasten all couplers and/or connections securely before assembly of next level.

4. Vertical and/or horizontal diagonal bracing must be installed according to manufacturer’s recommendations.

E. WHEN FREE STANDING SCAFFOLD TOWERS exceed a height of four (4) times their minimum base dimension, they

must be restrained from tipping. (CAL/OSHA and some government agencies require stricter ratio of 3 to 1.)

F. TIE CONTINUOUS (RUNNING) SCAFFOLDS TO THE WALL OR STRUCTURE at each end and at least every30 feet

of length in between when scaffold height exceeds the maximum allowable free standing dimension. Install additional ties on

taller scaffolds as follows: On scaffolds 3 feet or narrower in width, subsequent vertical ties shall be repeated at intervals no greater

than every 20 feet. On scaffolds wider than 3 feet, subsequent vertical ties shall be repeated at intervals not greater than 26 feet.

The top tie shall be installed as close to the top of the platform as possible; however, no lower from the top than 4 times the

scaffold’s minimum base dimension. Ties must prevent the scaffold from tipping either into or away from the structure. Stabilize

circular or irregular scaffolds in such a manner that the completed scaffold is secure from tipping. Place ties near horizontal

members. When scaffolds are fully or partially enclosed, or when scaffolds are subjected to overturning loads, additional ties may

be required. Consult a qualified person.

G. DO NOT ERECT SCAFFOLDS NEAR ELECTRICAL POWER LINES. Consult a qualified person for advice.

H. ACCESS SHALL BE PROVIDED TO ALL PLATFORMS. Do not climb crossbraces or diagonal braces.

I. PROVIDE A GUARDRAIL SYSTEM, FALL PROTECTION AND TOEBOARDS WHERE REQUIRED BY THE

PREVAILING CODE.


J. BRACKETS AND CANTILEVERED PLATFORMS-

1. Brackets for system scaffolds shall be installed and used in accordance with manufacturer’s recommendations.

2. Brackets for frame scaffolds shall be seated correctly with side bracket parallel to the frames and end brackets at 90 degrees to

the frames. Brackets shall not be bent or twisted from normal position. Brackets (except mobile brackets designed to carry

materials) are to be used as work platforms only and shall not be used for storage of material or equipment.

3. Cantilevered platforms shall be designed, installed and used in accordance with manufacturers’ recommendations.

K. ALL SCAFFOLDING COMPONENTS shall be installed and used in accordance with the manufacturers’ recommended

procedure.

L. Components shall not be altered. Scaffold frames and their components manufactured by different companies shall not be

intermixed, unless the component parts readily fit together and the resulting scaffold’s structural integrity is maintained by the user.

M. PLANKING-

1. Working platforms shall cover scaffold bearer as completely as possible. Only scaffold grade wood planking, or fabricated

planking and decking meeting scaffold use requirements shall be used. Planks and platforms should rest on bearers only.

2. Check each plank prior to use to be sure plank is not warped, damaged, or otherwise unsafe.

3. Planking shall have at least 12" overlap and extend 6" beyond center of support, or be cleated or restrained at both ends to

prevent sliding off supports.

4. Solid sawn lumber, LVL (laminated veneer lumber) or fabricated scaffold planks and platforms (unless cleated or restrained)

shall extend over their end supports not less than 6" nor more than 18". This overhang should be guardrailed to prevent access.

N. FOR “PUTLOGS” AND “TRUSSES” THE FOLLOWING ADDITIONAL GUIDELINES APPLY:

1. Do not cantilever or extend putlogs/trusses as side brackets without thorough consideration of loads to be applied.

2. Install and brace putlogs and trusses in accordance with manufacturer’s instructions.

O. FOR ROLLING SCAFFOLDS THE FOLLOWING ADDITIONAL GUIDELINES APPLY:

1. RIDING A ROLLING SCAFFOLD IS VERY HAZARDOUS. The SSFI and the SIA do not recommend nor encourage

this practice.

2. Casters with plain stems shall be attached to the frames or adjustment screws by pins or other suitable means.

3. No more than 12 inches of the screw jack shall extend between the bottom of the adjusting nut and the top of the caster.

4. Wheels or casters shall be locked to prevent caster rotation and scaffold movement when scaffold is in use.

5. Joints shall be restrained from separation.

6. Use horizontal diagonal bracing near the bottom and at 20 foot intervals measured from the rolling surface.

7. Do not use brackets or other platform extensions without compensating for the overturning effect.

8. The top platform height as measured from the rolling surface of a rolling scaffold must not exceed four (4) times the

smallest base dimension (CAL/OSHA and some government agencies require a stricter ratio of 3:1).

9. Cleat or secure all plank.

10. Secure or remove all materials and equipment from platform before moving.

11. Do not attempt to move a rolling scaffold without sufficient help - watch out for holes in floor and overhead obstructions -

stabilize against tipping.

P. SAFE USE OF SCAFFOLD-

1. Prior to use, inspect scaffold to insure it has not been altered and is in safe working condition.

2. Erected scaffolds and platforms should be inspected continuously by those using them.

3. Exercise caution when entering or leaving a work platform.

4. Do not overload scaffold. Follow manufacturer’s safe working load recommendations.

5. Do not jump onto planks or platforms.

6. DO NOT USE ladders or makeshift devices to increase the working height of a scaffold. Do not plank guardrails to increase

the height of a scaffold.

7. Climb in access areas only and use both hands.

III. WHEN DISMANTLING SCAFFOLDING THE FOLLOWING ADDITIONAL GUIDELINES APPLY:

A. Check to assure scaffolding has not been structurally altered in a way which would make it unsafe and, if it has, reconstruct and/or

stabilize where necessary before commencing with dismantling procedures. This includes all scaffold ties.

B. Visually inspect planks prior to dismantling to be sure they are safe.

C. Do not remove a scaffold component without considering the effect of that removal.

D. Do not accumulate excess components or equipment on the level being dismantled.

E. Do not remove ties until scaffold above has been dismantled to that level.

F. Lower dismantled components in an orderly manner. Do not throw off of scaffold.

G. Dismantled equipment should be stockpiled in an orderly manner.

Since field conditions vary and are beyond the control of the SSFI and the SIA, safe and proper use of scaffolding is the sole

responsibility of the user.


RECCOMENDED SCAFFOLDING ERECTION

PROCEDURES Introduction

This guide has been prepared by the Scaffolding, Shoring & Forming Institute to assist contractors, architects, engineers, dealers,

erectors, and users, etc., for the proper use of scaffolding equipment. Scaffolding Safety Rules published by the Institute should be used in

conjunction with this publication, as well as the instructions for the use of scaffolding provided by the manufacturer. Safety precautions

and requirements prescribed by local, state, and federal agencies, including OSHA, must be followed at all times and persons working

with scaffolding systems should be equipped with requisite safety devices.

Nomenclature 1. Accessories—Those items other than frames and braces used to facilitate the construction of scaffolding towers and structures

2. Adjustment Screw—Device composed of a threaded screw and an adjusting handle used for the vertical adjustment of the

scaffolding.

3. Base Plate—A device used to distribute the leg load.

4. Climbing Ladders—A separate ladder attached to the scaffolding structure or built into the scaffold frame.

5. Casters—Wheels of a suitable dimension and unit designed to attach to the base of a tower and containing a brake to prevent the

wheels from rotating.

6. Coupling Pin—Device used to align and connect lifts or tiers together vertically.

7. Cross-bracing—System of members connecting frames or panels of scaffolding to make a tower structure.

8. Extension Device—Any device used to obtain vertical adjustment of scaffolding other than an adjustment screw.

9. Factor of Safety—the ratio of ultimate load to the allowable load.

10. Frame or Panel*—the principal prefabricated, welded structural unit.

11. Guardrail-A rail secured to uprights and erected along the exposed sides and ends of platforms.

12. Horizontal Diagonal Bracing—Diagonal braces running horizontally between frames of scaffolding.

13. Lifts or Tiers*—The number of frames stacked one above each other in a direction.

14. Locking Device—A device used to secure the cross brace to the panel.

15. Putlog or Truss—A separate horizontal load carrying member.

16. Rolling Towers—A composite structure of frames, braces, platforms, guardrails, and accessories supported by casters.

17. Safe Leg Load—That load which can safely be directly imposed on the frame leg.

18. Safe Scaffold Frame Horizontal Member Load—That load which can safely be directly imposed on a horizontal member.

19. Scaffolding Layout—An engineered drawing prepared prior to erection showing arrangement of equipment for proper scaffolding

use.

20. Side Bracket—A cantilevered arm unit, supported by the scaffolding frame.

21. Sill or Mud Sill*—A footing, usually wood, which distributes the vertical leg loads to the ground.

22. Ties—A tension compression member used to securely attach scaffold to a structure.

23. Toeboard—A barrier secured along the sides and ends of a platform, to guard against the falling of material.

24. Towers—A composite structure of frames, braces, and accessories.

25. Ultimate Load—The maximum load which may be placed on the scaffolding causing failure by buckling of column members or

yielding of some component.

*These terms can be used synonymously.

Inspection of Scaffolding Equipment Prior to Erection The three main areas of inspection are for corrosion, straightness of members and welds. This applies to all components of a scaffolding

system.

1. CORROSION—Heavily rusted or eroded scaffolding equipment is a telltale sign of abuse or neglect.

2. STRAIGHTNESS OF MEMBERS—Mishandling, trucking and storing may cause damage to scaffolding equipment. All

scaffolding components should be straight and free from bends, kinks or dents.

3. WELDS—Equipment should be checked before use for damaged welds and any piece of equipment showing damaged welds or

rewelding beyond the original factory weld should not be used. The factory weld reference pertains to location and quality of rewelds.

While CORROSION, STRAIGHTNESS, and WELDS are of primary concern other component parts should be checked.

4. Locking devices on frames and braces shall be in good working order, and if not, must be repaired or replaced prior to use.

5. Coupling pins must effectively align the frame or panel legs.

6. Pivoted cross braces must have the center pivot securely in place.

7. Caster Brakes shall be in good working order and if not must be repaired or replaced prior to use.

Safe Bearing Loads for Soils Considering that the allowable loads (bearing) on various soils and rock range from less than 1,000 p.s.f. to more than 50,000 p.s.f. care

should be exercised in determining the capacity of the soil for every scaffolding job, realizing that weather conditions can turn an

otherwise suitable ground condition into a hazardous situation. As an example, dry clay with an allowable bearing capacity of 8,000 p.s.f.

could become very plastic after a rainfall and drop to less than 2,000 p.s.f.

Care should also be taken not to excessively disturb the soil. If fill is required in areas where scaffolding is used, a qualified engineer

should be consulted as to materials and compaction.


Foundations The purpose of a good foundation or mud sill is to distribute the scaffolding load over a suitable ground area. The size of the footing or sill

is determined by the total load carried over a particular ground area, and by the nature of the soil supporting these sills. The total load

should be computed and the sills designed accordingly.

When scaffolding from earth or fill, the areas should be leveled and the sills spaced in a pattern assuring adequate stability for all

scaffolding legs.

Erection of Frames The work of erecting the scaffolding should be under the supervision of a person with proper experience and aptitude for securing a safe

installation and who is familiar with all Local, State and Federal Regulations concerning scaffolding, as well as the SSFI Scaffolding

Safety Rules.

It shall be the responsibility of the person supervising the erection of the scaffold to see that all components and locking devices are in

working order, and no damaged or deteriorated equipment is used in the setup. Should any scaffolding become damaged after the

equipment has been erected, workmen shall not be allowed on same until the damaged items have been repaired or replaced.

Advanced planning will help the erection of scaffolding to progress smoothly. The equipment should be unloaded as close to the area of

use as possible and should be arranged in the order it is to be used. Adjustment screws should be set to their approximate final adjustment

before setting up the scaffolding. At this time, a person should check to see that all panels which require coupling pins have them. Consult

safety rules as recommended by the Institute.

After erecting the first tier of scaffold frames, plumb and level (using instruments) all frames so that no matter how high the final

scaffolding setup, the additional frames will also be in correct alignment.

As erection proceeds, securely tie all scaffolding to the structure at the ends and at least every 30' horizontally, and at height intervals not

to exceed* 4 times the minimum base dimension. Free standing scaffold towers must be restrained from tipping by guying or other means.

Scaffold frames must be fastened together at coupling pins where there is a possibility of uplift.

When scaffolds are to be partially or fully enclosed, specific precautions must be taken to assure frequency adequacy of ties attaching the

scaffolding to the building due to increased load conditions resulting from effects of wind and weather. The scaffolding components to

which the ties are attached must also be checked for additional loads.

When erecting additional lifts, always work from planking placed within the scaffold structure. Move planking as erection progresses.

Planking and Accessories Use only lumber that is properly inspected and graded for use as scaffold plank. Planking shall have at least 12" of overlap and extend 6"

beyond center of support or be cleated at both ends to prevent sliding off support. Do not allow unsupported ends of plank to extend

beyond supports. Secure plank to scaffolding when necessary.

All scaffold accessories shall be used and installed in accordance with the manufacturer's recommended procedures. Accessories shall not

be altered in the field. When installing hanger or clamp supported putlogs (trusses), care should be taken to see that they extend at least 6"

beyond the point of support. Also, make sure that the proper bracing is placed between putlogs (trusses). When the span between

supporting members is more than 12' additional bracing between the putlogs (trusses) and the supporting member may be required. Do not

cantilever or extend putlogs (trusses) as side brackets without thorough consideration for loads to be applied or transmitted to the scaffold.

When clamping putlogs, clamp capacity may control rather than putlog capacity. Consult scaffold manufacturer.

All brackets should be seated correctly with side brackets parallel to the frames and the end brackets at 90 degrees to the frame. Brackets

shall not be bent or twisted from normal position. Equip all planked or staged areas with proper guard rails and add toeboards when

required.

Final and Daily Inspection of Erected Scaffolding The following is a list of check points to be covered when making a final and daily inspection of scaffolding prior to use. All points should

be carefully checked to insure a safe and accident-free job and be periodically rechecked.

1. Check to see that there is proper support under every leg of every frame on the job. Check also for possible washout due to rain.

2. Check to make certain that all base plates and adjustment screws are in firm contact with their supports. All adjustment nuts should

be snug against the legs of the frame.

3. Frames should be checked for plumbness in both directions.

4. If there is a gap between the lower end of one frame and the upper end of another frame it indicates that one adjustment screw must

be adjusted to bring the frames in contact. If this does not help it indicates the frame is out of square and should be replaced.

5. Each leg of each frame should be cross braced to the corresponding leg of the next frame.

6. While checking the cross braces also check the locking devices to assure that they are all in their closed position or that they are all

tight.

7. Check to be certain that all planking and accessories are properly installed. 8. Check to make certain all ties are secured between the structure and the scaffolding. 9. Check to be certain all guard rails are in place.

10. If scaffolding is enclosed, check to see that additional precautions have been taken as noted in Section of Erection. Recheck

periodically ties, clamps, etc., for movement.

11. Insure that safe access to work platform(s) is provided.


Dismantling of Scaffolding The work of dismantling scaffolding should be under the supervision of an individual with proper experience and aptitude. The following

should be observed while dismantling.

1. Check to see if scaffolding has been structurally altered in any way which would make it unsafe, and if so reconstruct where

necessary before commencing with the dismantling procedures.

2. Dismantle scaffold from the top down. Begin by removing all accessories from that lift being dismantled at the time.

3. Always work from a minimum of two plank placed on the tier of frames below those being removed. Move the planking down as

dismantling progresses.

4. Do not remove ties until dismantling has reached the tier to which they are attached.

5. Always stay within the inside of the scaffold. Do not climb on the outside for any reason when dismantling. Do not climb on ties,

braces or unbraced frames.

6. Only remove fastening devices from bottom of frames being removed.

7. Lower scaffolding components in a safe manner as they are dismantled. Avoid dropping or throwing the components as this could

result in damage to the equipment, or injury to personnel below.

Erection of Rolling Towers When erecting rolling scaffolding towers, the following additional items apply. These items are in addition to the application portions of

the preceding section.

1. Caster should be of adequate load capacity and size in relation to the height of the tower, the surface over which the tower is to be

used and in accordance with all government, state, and local codes, ordinances, and regulations.

2. Casters with plain stems shall be attached to the panel or adjustment screw by pins or other suitable means.

3. Do not extend adjusting screws on rolling towers more than 12".

4. The platform height shall not exceed* four (4) times the smallest base dimension unless guyed or otherwise stabilized.

5. Horizontal diagonal braces should be used near the bottom, top and at 20' intervals measured from the rolling surface.

6. When side brackets are used, consideration should be given to the overturning effect these brackets will have upon the stability of

the tower.

7. Cross brace every lift-both sides.

8. Install guardrails.





ARMOUR EQUIPMENT 5316, 4th Street SE Calgary, AB T2H 1K5

Toll Free: 1-877-253-6067 Phone: 403-252-6067

Fax: 403-319-0950

www.armourscaffold.ca

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RENTALS SALES INSTALLATION - Armour Equipment · ARMOUR EQUIPMENT 0 Scaffold Specialists Since 1961 –4TH STREET SE CALGARY, AB T2H 1K55316 PHONE: 403-252-6067 - FAX: 403-319-0950