Table of Contents - All-American Scaffold · 51 washington avenue th 450 58 avenue s.w. des moines, iowa 50314 cedar rapids, iowa 52404 515.282.9633 319.363.6041 fax # 515.282.9215

51 WASHINGTON AVENUE 450 58TH

AVENUE S.W.

DES MOINES, IOWA 50314 CEDAR RAPIDS, IOWA 52404

515.282.9633 319.363.6041

FAX # 515.282.9215 FAX # 319.363.6534

1.800.584.9214 1.800.569.2367

4701 BUCKEYE STREET 450 S. VALLEY STREET

DAVENPORT, IOWA 52802 KANSAS CITY, KANSAS 66105

563.344.9494 913.281.4477

FAX # 563.344.9595 FAX # 913.281.4489

1.800.344.9402 1.800.791.5467

WWW.ALLAMERICANSCAFFOLD.COM

CONTACT US AT: [email protected] - 2 -

Table of Contents Page #

Scaffolding ........................................................................................ 2-12

Frames ............................................................................................ 2, 3

Cross Braces .................................................................................. 4

Straddle Trestles ............................................................................ 4

Screw Jacks/Base Plates ............................................................. 4, 5

Casters ........................................................................................... 5

Plank .............................................................................................. 5

Micro-Lam Plank .......................................................................... 6

Guard Rail ..................................................................................... 7

Miscellaneous Parts ...................................................................... 8-11

Scaffold Chart .............................................................................. 12

Light Duty ........................................................................................... 13

Systems .............................................................................................. 14-17

Tube & Clamp ................................................................................... 18

Shoring ............................................................................................... 19-21

Post Shores ........................................................................................ 22

Swing .................................................................................................. 23-28

Fall Safety .......................................................................................... 30

Stages ................................................................................................ 31

Aluminum Extension Plank .............................................................. 32

Trash Chutes……………………………………………………………. 32

Mobile Work Platform ...................................................................... 33

Weather Enclosures ......................................................................... 34

Miscellaneous Items ........................................................................ 34

Ladder Hoists ..................................................................................... 35

I-Beams………………………………………………………………… . 35

Stages ............................................................................................... 36

Erection/Tear Down Services .......................................................... 36

Contract Legal Verbiage ................................................................ 37

Codes of Safe Practices .................................................................. 38-44

Credit Application (Perforated) ..................................................... 45-46



Scaffold

FRAMES Rolling Tower Frames

Mason Frames

Part # Width Height Stud Ctr Weight (lbs.)

FM2 5’ 2’ 1’ 20.0

FM3 5’ 3’ 2’ 27.0

FM4 5’ 4’ 3’ 34.0

FM5 5’ 5’ 4’ 37.0

FM6 5’ 6’4” 4’ 43.0

Narrow Frames


LS3 2’ 3’ 2’ 16.0

LS5 2’ 5’ 4’ 25.0

LS6 2’ 6’4” 4’ 33.0

Open Ended Frames


FO6L 5’ 6’4” 4’ 46.0

FO6 5’ 6’4” 4’ 57.0

FO6T 3’6” 6’4” 4’ 51.0


RT3 5’ 3’ 2’ 33.0

RT4 5’ 4’ 3’ 38.0

RT5 5’ 5’ 4’ 47.0

RT6 5’ 6’4” 4’ 55.5



Scaffold

FRAMES

Sidewalk Canopy Frames


FO7SP 6’ 7’6” 2’X4’ 60.00

Walk-Thru

Ladder Frames


LOF3 5’ 3’ 2’ 29.0

LOF4 5’ 4’ 3’ 36.0

LOF5 5’ 5’ 4’ 43.0

LOF6 5’ 6’4” 4’ 53.0

Extendible Frames


EF3 2’-6’ 3’ 2’ 18.0 (PAIR)

EF5 2’-6’ 5’ 4’ 31.0 (PAIR)

EF6 2’-6’ 6’4” 4’ 34.0 (PAIR)

Couplers

Part # Width Weight (lbs)

C23 2’-3’ 3.2

C34 3’-4’ 6.0

C45 4’-5’ 9.0

C56 5’-6’ 12.0



Scaffold

CROSS BRACES

Part#

Span Between

Frames

Fram Stud

Centers

Hole to Hole

Length in Inches Weight (lbs.)

B42 4 ft 2 ft 4’5 – 5/6” 7.2

B43 4 ft 3 ft 5’ 7.5

B44 4 ft 4 ft 5’7 – 7/8” 7.7

B52 5 ft 2 ft 5’4 – 5/8” 7.7

B53 5 ft 3 ft 5’10” 8.5

B54 5 ft 4 ft 6’4 – 7/8” 9.2

B62 6 ft 2 ft 6’3 – 7/8” 9.7

B63 6 ft 3 ft 6’8 – 1/2” 10.0

B64 6 ft 4 ft 7’2 – 1/2” 10.0

B71 7ft 1ft 7’ – 7/8” 10.7

B72 7 ft 2 ft 7’3 – 3/8” 10.7

B73 7 ft 3 ft 7’7 – 3/8” 11.0

B74 7 ft 4 ft 8’0 – 3/4" 11.7

B101 10ft 1ft 10’ – 5/8” 14.5

B102 10 ft 2 ft 10’2 – 3/8” 14.5

B103 10 ft 3 ft 10’5 – 1/4" 15.2

B104 10 ft 4 ft 10’9 – 1/4" 15.7

STRADDLE TRESTLES

Part# Span Between

Frames

Frame Stud

Centers

Weight (lbs)

ST7S 7 ft. 4 ft. 18.0

ST10 10 ft. 4 ft. 24.0

SCREW JACKS

Part # Weight (lbs.)

AL1S 16.0


AL1 14.2



Scaffold

BASE PLATES

CASTERS

PLANK

ALUMINUM PLANK

ALUMINUM – PLYWOOD PLANK

NARROW PLANK


BP1 3.0


BP2 5.2


BP3 2.7


BP4 5.3


C8S 15.0


C8R 12.0

C12R 24.0

Part# Length (ft.) Width (In.) Weight (lbs.)

0522 5’ 19 1/4" 22.0

0622 6’ 19 1/4" 26.0

0722 7’ 19 1/4" 30.0

1022 10’ 19 1/4" 41.0


AP7 7’ 19 1/4" 30.0

AP10 10’ 19 1/4" 47.0


0522N 5’ 9 1/2’ 11.0

0622N 6’ 9 1/2’ 13.0

0722N 7’ 9 1/2' 15.0

1022N 10’ 9 1/2' 25.5



Scaffold

MICRO – LAM PLANK

Part# Length (ft.) Width (in.) Weight (lbs.)

ML4 4’ 10” 16.0

ML5 5’ 10” 20.0

ML6 6’ 10” 24.0

ML8 8’ 10” 32.0

ML10 10’ 10” 40.0

ML12 12’ 10” 48.0

ML16 16’ 10” 64.0



Scaffold

GUARD RAIL GATES

GUARD RAIL POSTS

GUARD RAIL

TOEBOARDS

Part#

AGPF

Weight (lbs)

30.0

Part#

GRG-5DH

Weight (lbs)

49.5

Part#

SGA

Weight (lbs)

32.0

Part# Weight (lbs)

IGP5 16.0

IGP7 21.0

IGP10 34.2

Part# Weight (lbs)

LAGPF 30.0

Part#

CGGRPF

Weight (lbs)

9.2

Part#

CGGRPM

Weight (lbs)

10.0

Part#

CGGRPFW/O

Weight (lbs)

9.0

Part#

BR20GP

Weight (lbs)

15.0

Part# Length (ft.) Weight(lbs.)

GR2 2’ 1.5

GR3 3’ 2.2

GR4 4’ 3.0

GR5 5’ 3.2

Part# Length (ft.) Weight(lbs.)

GR6 6’ 4.5

GR7 7’ 5.0

GR10 10’ 10.7

Part# Length (ft.) Weight (lbs.)

TBE2 2’ 4.2

TBE5 5’ 9.2

TBS7 7’ 13.9

TBS10 10’ 26.6



Scaffold

GOOSERS (DIAGONAL BRACES)

Part# Length (ft.) Width of Frame Weight (lbs.)

GHDB47 7’ 4’ 12.2

GHDB7 7’ 5’ 10.2

GHDB10 10’ 5’ 13.0

OUTRIGGERS

SIDE/ END BRACKETS

End Brackets

Side Brackets

Part #

OR

Weight (lbs.)

20.5

Part#

RT01

Weight (lbs.)

20.0

Part# Size (in.) Weight (lbs.)

BR20E 20” 7.7

BR30E 30” 18.2

Part# Size (in.) Weight (lbs.)

BR20L 20” 8.5

BR24L 24” 11.0

BR30S 30” 21.0

BR40L 40” 38.0


SB2842 15.0

WARNING Side and end brackets are

designed to support people

ONLY.

Brackets are NOT to be used

on rolling towers.

All brackets introduce

overturning and/or uplift

forces. These forces MUST be

evaluated and compensated

for when brackets are used!



Scaffold

STAIR UNITS

VERTICAL ACCESS LADDERS Ladder Bracket

Access Ladder Starter Bar


SUH5 10.2


SU5 64.0

SU6 74.0


SU5IER 24.0

SU6IER 27.0


SU5IR 16.0

SU6IR 18.5


SU5OR 29.0

SU6OR 30.0

Part # Height (ft.) Weight (lbs.)

SAU3 3’ 9.7

SAU6 6’ 18.7


SAUB 5.7


GL5 8.0



Scaffold

PUTLOG & PUTLOG COMPONENTS

Part # Length (ft.) Weight (lbs.)

P8 8’ 27.0

P12 12’ 39.0

Part # Length (ft.) Weight (lbs.)

P16 16’ 61.0

P22 22’ 84.0

T-HOIST HOIST ARM

COUPLING PINS/ PINS


PH1 3.2

Part# Weight (lbs.)

PH2 5.0


PH5 13.5 Part # Weight (lbs.)

PS5 24.0

Part#

H3B

Weight (lbs.)

17.5

Part#

HA

Weight (lbs.)

25.0


H3T 25.0

Part#

CPS

Weight (lbs.)

1.3

Part#

PTP

Weight (lbs.)

0.12

Part#

SP

Weight (lbs.)

0.11



Scaffold

MISCELLANEOUS ITEMS

Threaded Stud Quick Lock Wing Nut

Frame Clamp Well Wheel

Perimeter Guard Rail Post Horizontal Diagonal Clamp Tie Tubes

Snap Button Scaffold Rack Adjacent Leg Clamp Base


TS 0.11


QL 0.12


WN 0.08


WW 13.5


FC 1.7

Part#

PGRP

SHSG

Weight (lbs.)

20.0


1TT 5.0

2TT 7.0

3TT 10.0

4TT 13.8

5TT 16.0

6TT 19.0


HDC 1.5

CST 1.5

Part#

SRO

Weight (lbs.)

116.0

Part#

ALCB

Weight (lbs.)

1.0

Part#

SB

Weight (lbs.)

0.04



Scaffold

SCAFFOLD CHART

HEIGHT LENGTH (Based on 10' & 7' Spacing)

No. of 5' 6'4" Number 10' 20' 30' 40' 50' 60' 70' 80' 90' 100' 110' 120' 130'

Frames Frames Frames Required 7' 14' 21' 28' 35' 42' 49' 56' 63' 70' 77' 84' 91'

1 6'-0" 7'-4" Frames Braces

2 2

3 4

4 6

5 8

6 10

7 12

8 14

9 16

10 18

11 20

12 22

13 24

14 26


4 4

6 8

8 12

10 16

12 20

14 24

16 28

18 32

20 36

22 40

24 44

26 48

28 52


6 6

9 12

12 18

15 24

18 30

21 36

24 42

27 48

30 54

33 60

36 66

39 72

42 78


8 8

12 16

16 24

20 32

24 40

28 48

32 56

36 64

40 72

44 80

48 88

52 96

56 104


10 10

15 20

20 30

25 40

30 50

35 60

40 70

45 80

50 90

55 100

60 110

65 120

70 130


12 12

18 24

24 36

30 48

36 60

42 72

48 84

54 96

60 108

66 120

72 132

78 144

84 156


14 14

21 28

28 42

35 56

42 70

49 84

56 98

63 112

70 126

77 140

84 154

91 168

98 182


16 16

24 32

32 48

40 64

48 80

56 96

64 112

72 128

80 144

88 160

96 176

104 192

112 208


18 18

27 36

36 54

45 72

54 90

63 108

72 126

81 144

90 162

99 180

108 198

117 216

126 234


20 20

30 40

40 60

50 80

60 100

70 120

80 140

90 160

100 180

110 200

120 220

130 240

140 260

11 56'-10" 71'-6" Frames Braces

22 22

33 44

44 66

55 88

66 110

77 132

88 154

99 176

110 198

121 220

132 242

143 264

154 286

12 61'-11" 77'-11" Frames Braces

24 24

36 48

48 72

60 96

72 120

84 144

96 168

108 192

120 216

132 240

144 264

156 288

168 312


26 26

39 52

52 78

65 104

78 130

91 156

104 182

117 208

130 234

143 260

156 286

169 312

182 338


28 28

42 56

56 84

70 112

84 140

98 168

112 196

126 224

140 252

154 280

168 308

182 336

196 364


30 30

45 60

60 90

75 120

90 150

105 180

120 210

135 240

150 270

165 300

180 330

195 360

210 390

*12" of screw jack is included in the heights



Light Duty

J-LINE FRAMES

SCREW JACKS CASTERS

Screw Jack w/ Base Plate Screw Jack w/ Socket

BASEPLATES OUTRIGGERS GUARD RAIL POST

CROSS BRACES - See Page 4

PLANK - See Page 5 *To make a full deck, you need 2 regular planks plus 1 narrow*

GUARD RAIL - See Page 7

Part# Width Height Stud Ctr Weight (lbs.)

J4 4’ 4’ 3’ 20.0

J6 4’ 6’4” 4’ 25.0

Part#

JAL1

Weight (lbs.)

7.5

Part#

JC6R

Weight (lbs.)

10.5

Part#

JAL1S

Weight (lbs.)

7.5

Part#

JBP1

Weight (lbs.)

2.0

Part#

JGRPF

Weight (lbs.)

5.5

Part#

JRT01

Weight (lbs.)

15.0



Systems

VERTICAL POSTS

30” Starter Collar

HORIZONTAL HORIZONTAL

RUNNERS/BEARERS TRUSS BEARER

HORIZONTAL RUNNERS VERTICAL DIAGONALS

Part# Length Weight (lbs.)

SVP3 3’6” 13.2

SVP5 5’3” 18.8

SVP7 7’0” 24.6

SVP8 8’9” 30.2

SVP10 10’6” 35.8


SSC30 10.7


SBR2 24” 6.8

SBR33 33” 8.3

SBR3 36” 8.6

SBR42 42” 10.7

SBR45 45” 10.2

SBR4 48” 12.0

SBR54 54” 13.1

SBR5 60” 14.2


STB6 6’ 23.5

STB7 7’ 27.0

STB8 8’ 42.4

STB9 9’ 47.9

STB10 10’ 58.2

STB14 14’ 78.7

STB16 16’ 95.6

STB18 18’ 104.0


SHR6 6’ 14.4

SHR7 7’ 16.4

SHR8 8’ 18.4

SHR9 9’ 20.3

SHR10 10’ 22.3

Part# Length Height Weight (lbs.)

SDW3 3’ 7’ 17.7

SDW4 4’ 7’ 18.7

SDW5 5’ 7’ 19.7

SDW6 6’ 7’ 20.6

SDW7 7’ 7’ 21.6

SDW8 8’ 7’ 26.2

SDW9 9’ 7’ 27.2

SDW10 10’ 7’ 29.2



Systems

STEEL PLANK

BRACKETS Side Brackets Knee Out Brackets

MISCELLANEOUS ITEMS

Screw Jack w/ Base Plate Swivel Screw Jack Systems Pry Bar Hammer

Systems Horizontal Squaring Tool ITEMS NOT PICTURED

© Systems Scaffold is a trademark by Safway Services Inc.

Part# Width (in.) Length (ft.) Weight (lbs.)

SSP3 9” 3’ 15.1

SSP4 9” 4’ 19.3

SSP5 9” 5’ 23.5

SSP6 9” 6’ 27.7

SSP7 9” 7’ 31.9

SSP8 9” 8’ 36.1

SSP9 9” 9’ 40.2

SSP10 9” 10’ 44.4

Part# Length Weight (lbs)

SBK2 2’ 19.1

SBK3 3’ 21.8

Part# Length Weight (lbs)

SK03 36” 42.6

SK045 45” 46.2

Part#

STSJ1

Weight (lbs.)

8.0

Part#

SSJ

Weight (lbs.)

15.0

Part#

SPBH

Weight (lbs.)

2.3

Part # Description Weight (lbs.)

SCA Caster Adapter 9.6

SCU12 12”Urethane Caster 26.5

SCPS Systems to Sectional

Coupling pin

2.3

SHA Systems Hoist Arm 13.8 Part # Weight (lbs.)

SHST 6.4



Systems

Tube STEEL PLANK& Clamp

STANDARDS

Part# Height (ft) Weight (lbs)

S17T 1’7” 6.0

S17 1’7” 6.0

S33 3’3” 11.9

S411 4’11” 18.0

S66 6’6” 21.0

S99 9’9” 30.2

HORIZONTAL DIAGONAL

LOAD BEARING

Part# Length (ft) Weight (lbs)

H20 2’0” 6.0

H30 3’0” 8.3

H36 3’6” 9.4

H40 4’0” 10.5

H50 5’0” 12.8

NON-LOAD BEARING


H60 6’0” 15.0

H70 7’0” 17.3

H80 8’0” 19.5

H100 10’0” 24.0

Base Collar Caster Base Collar Screw Jack W/ Base


SP3 3’ 15.0

SP4 4’ 19.3

SP5 5’ 23.0

SP60 6’ 27.0

SP7 7’ 32.0

SP8 8’ 35.0

SP10 10’ 44.0


D30 3’0” 16.9

D36 3’6” 17.3

D40 4’0” 17.6

D50 5’0” 18.6

D60 6’0” 19.7

D70 7’0” 21.5

D80 8’0” 22.2

D100 10’0” 25.0

Part#

CBC

Weight (lbs.)

7.0

Part#

SJ20

Weight (lbs.)

13.8

Part#

BC

Weight (lbs.)

3.5



Systems

STRINGERS

Part# Weight (lbs)

SSL7 49.0

SSR7 49.0

STAIR TREADS

Part# Weight (lbs)

ST30 13.8


SH 25.0

WW 13.5

LOAD BEARING

Part # Length (ft.) Weight (lbs,)

HT7 7’0” 24.5

HT8 8’0” 38.8

HT10 10’0” 39.6


USB20 2’0” 14.0

SB30 3’0” 21.0

SB36 3’6” 31.0


BB01 0’10” 8.0

BB18 1’8” 12.5

BB27 2’7” 3.7

STAIR STRINGERS HOIST

HORIZONTAL TRUSS

SIDE

BRACKETS

BOARD BRACKETS



Tube & Clamp

STEEL TUBES

CLAMPS

TUBE & CLAMP BASE PLATES

TUBE & CLAMP WRENCHES

Part# Length (ft.) Weight (lbs)

ST4SG 4’ 10.5

ST6SG 6’ 13.5

ST8SG 8’ 16.7

ST10SG 10’ 20.5

ST13SG 13’ 26.5

ST16SG 16’ 30.5

Part#

GRAVLOCK

Weight (lbs.)

3.25

Part# Description Weight

CRA19 Right Angle

Clamp

2.7

CSA19 Swivel

Clamp

3.5

Part#

BP2SG

Weight (lbs.)

3.5

Part#

BP1SG

Weight (lbs.)

3.2

Part#

BP10SG

Weight (lbs.)

3.7

Part#

S717

Weight (lbs.)

2.0


SW 2.03



Shoring

FRAMES

SCREW JACKS/ BASE PLATES/ U-HEADS/ACCESSORIES

Screw Jack Base Plate

Coupling Pin Rivet and Hitch Pin U Head

Part# Width (ft) Height (ft) Weight (lbs)

SH23 2’ 3’ 25.0

SH24 2’ 4’ 37.0

SH25 2’ 5’ 45.0

SH26 2’ 6’ 58.0

Part# Width (ft) Height (ft) Weight (lbs)

SH43 4’ 3’ 34.0

SH44 4’ 4’ 46.0

SH45 4’ 5’ 54.0

SH46 4’ 6’ 67.0

Part#

SHSJ

Weight (lbs.)

15.0

Part#

SHBPS

Weight (lbs.)

8.0

Part#

SHSJ

Weight (lbs.)

15.0

Part#

SHRH

Weight (lbs.)

0.4

Part#

SHUHS

Weight (lbs.)

12.0



Adjust – A – Shore

FRAMES

ADJUSTABLE FRAMES

Part# Height Width Weight

AS45 5’4” 4’ 55.0

BASE FRAMES


AS46 6’ 4’ 66.0

BRACES GOOSERS

Span Between

Part# Frames Weight

B44 4’ 8.7

B54 5’ 10.0

B64 6’ 11.5

B74 7’ 12.3

B104 10’ 16.5


AS24 4’4” 2’ 37.0


AS25 5’ 2’ 50.0

Part# Length (ft.) Weight (lbs.)

G4 4’ 9.0

G5 5’ 10.0

G6 6’ 10.5

G7 7’ 11.0

G10 10’ 14.0



Adjust – A – Shore

SCREW JACKS/ BASE PLATES/ U-HEADS

MISCELLANEOUS PARTS Coupling Pins Adjust-A-Shore Pins

Shoring Pigtail Pins Junior Beam Clamps Swivel Clamp

SHORING CHART

HEIGHT 6'10" to 8'0"

8'1" to 13'0"

12'10" to

14'0"

14'1" to

19'0"

18'10" to

20'0"

20'1" to

25'0"

Extra 6'

Section HEIGHT

5'10" to

7'0"

7'1" to

11'0"

10'10" to

12'0"

12'1" to

16'0"

Extra 5'

Section

AS46 2 2 4 4 6 6 2 AS25 2 2 4 4 2

AS45 2 2 2 AS24 2 2

ASP 4 4 4 ASP 4 4

HXCP 4 4 8 8 4 HXCP 4 4 4

G10 4 4 4 G10 4 4

B104 2 2 4 4 6 6 2 B104 2 2 4 4 2

SJBPXC 4 4 4 4 4 4 SJBPXC 4 4 4 4 4

SJU88 4* 4 4* 4 4* 4 SJU88 4* 4 4* 4 4*

BC23 4 4 BC23 4 4

Weight (lbs) 337 497 508 668 689 849 171

Weight (lbs) 305 439 454 588 139

* SJU88C REQUIRED IN PLACE OF SJU88 (SPACER CAP MUST BE ADDED)

Part#

SJBPX

Weight (lbs.)

21.0

Part#

SJU88

Weight (lbs.)

22.0

Part#

SH8

Weight (lbs.)

5.0

Part#

HXCP

Weight (lbs.)

1.5

Part#

ASP

Weight (lbs.)

1.5

Part#

SPTP

Weight (lbs.)

0.3

Part#

JBC

Weight (lbs.)

0.5

Part#

HDSA238

Weight (lbs.)

3.5



Post Shores

POST SHORES

Part# Weight (lbs.) Heights (ft.)

PS18T 19.0 5’11” – 10’9”

PS28T 24.0 7’11” – 12’9”

PS38T 30.0 10’5” – 14’11”

Heights include part # PSB

Weights include a 4” by 8” U-Head

Load Capacities for the above Post Shores (lbs.)

All above post shores have a safety factor of 3:1

Fitted with quick release stripping pin for easy assembly and dismantling.

Hot dip galvanized comes standard

Item not pictured SHHJ4 (U-Head)

Part#

PSB

Weight (lbs.)

29.0

Height 6’ 7’ 8’ 9’ 10’ 11’ 12’ 13’ 14’

Braced 7000 7000 6750 6500 6500 6000 5800 5500 5300

Unbraced 7000 7000 7000 5500 4800 4000 3000 2500 2300

Part# Weight (lbs.) Heights (ft.)

300 48.0 5’6” – 9’10”

350 58.0 6’5” – 11’5”

550 78.0 9’10” – 18’0”



Swing Stage

MOTORS & ACCESSORIES

*110 & Air motors are

also available upon

request*

Wire Rope:

Thimble Fist Grip Shackle

MODULAR SWINGS

*Please contact us for designing or

engineering on our modular angle

swings*

Part# GPHM

Rated Capacity (lbs.) 1000

Lifting Speed (fpm.) 35

Weight (lbs.) 109.0

Type kW 1.1

Voltage 220

Amperage 9.5

Phase Single

Diameter 5/16”

Min. breaking strength (lbs.) 10,000

Construction 4 x 26 galvanized or

6 x 19 IWRC

Part#

TH036S

Weight (lbs.)

0.1

Part#

THO21S

Weight (lbs.)

0.3

Part#

TH037

Weight (lbs.)

1.4

Part# Length (meters) Weight (lbs)

GPH1/2M 1/2 METER 36.0

GPH1M 1 METER 50.0

GPH2M 2 METER 88.0

GPH3M 3 METER 132.0

Part# Degrees Weight (lbs)

GPH90 90 45.0

GPH45 45 41.0

GPH30 30 38.0



Swing Stage

STIRRUPS

Modular Stages Walk Thru Center for Modular Stages

Werner Stages Modular End Gate

OTHER WORK PLATFORMS Griphoist Work Cage Griphoist Bosun Chair Griphoist Collapsible Cage

WALL BUMPERS / ROLLERS

Black Foam Bumper Mullion Roller

Part#

GPHES

Weight (lbs.)

56.0

Part#

GPHSC

Weight (lbs.)

112.0

Part#

GPHEG

Weight (lbs.)

10.0

Part#

GPHSW

Weight (lbs.)

46.0

Part#

GPHCG

Weight (lbs.)

140.0

Part#

GPHC

Weight (lbs.)

60.0

Part#

GPHCWC

Weight (lbs.)

90.0

Part#

GPWBC

Weight (lbs.)

18.0

Part#

WRA

Weight (lbs.)

10.0




TH022 9.5



Swing Stage

Skybeam

BEAM CLAMPS CORNICE HOOK W/ SHACKLES

Part# Description Weight (lbs.)

SARB SKYBEAM Aluminum Roof Beam 148.0

SCR SKYBEAM Caster 12.0

SCB SKYBEAM Counterweight Beam 70.0

SFL SKYBEAM Front Leg Inclined 92.0

SFLS SKYBEAM Front Leg Support 35.0

SLP SKYBEAM Locking Pins 1.0

Part# Size Weight (lbs)

THO1612 12” 50.0

TH01624 24” 60.0 Part # Weight (lbs.)

SLBC 10.0



Swing Stage

RIGGING EQUIPMENT Weight Hangers Counter Weights

Aluminum Beam

Parapet Clamps

ELECTRIC CORD PIGTAIL

8/3, 30 Amp, 250 Volt Cord

with twist lock plugs & connectors

various sizes available.

Part#

TH014

Weight (lbs.)

55.0


TH243 46.0


TH024 111.0


GPHAP 43.0


TH017 59.0

Part# Description

PAP1 Pigtail 230V w/male and female connectors

PAP2 Pigtail 230V female w/110 male connector

PAP3 Pigtail 230V female with bare end

PAP4 Pigtail 230V male with bare end

Part#

TU17

Weight (lbs.)

55.0

Part#

BCA

Weight (lbs.)

MANUAL WINCH ADJUSTABLE BEAM CLAMP



Swing Stage

COMPONENTS FOR OUTRIGGER

Frames Braces

Casters Screw Jack Screw Jack w/ Plate

HI-LO Collapsible Cage

Drill & Stirrup

Cage Wire Rope Electric Cord


B103 10’ 15.8

B104 10’ 16.5

B123 12’ 27.4

B124 12’ 28.0


OBSF4 74.8

Part#

C8S

Weight (lbs.)

17.0

Part#

AL1

Weight (lbs.)

13.8

Part#

AL1S

Weight (lbs.)

15.0

Part# HLM

Weight (lbs.) 138.0

Load (lbs.) 1,000 per unit

Speed (fpm) 22

Dimensions 32”W x 10”D x 61”H

Part#

HLCC

Weight (lbs.)

130.0

Part#

HLC

Weight (lbs.)

165.0

Volts Length

110 100’

110 150’

5/16” Diameter

6x31 right regular lay

Breaking strength 9000 lbs



Altrex Swing Stage

Part # Description Weight (lbs)

AGR1 ALTREX 1 METER GUARD RAIL 2.0

A1M ALTREX 1 METER STAGE SECTION 15.0

AGR1/2 ALTREX 1/2 METER GUARD RAIL SECTION 1.5

A1/2M ALTREX 1/2 METER STAGE SECTION 8.0


A2M ALTREX 2 METER STAGE PLATFORM 25.0


A3M ALTREX 3 METER STAGE PLATFORM 38.0

AAC ALTREX ADJUSTABLE CORNER SECTION 128.0

AC ALTREX CASTER 12.0

ACS ALTREX CENTER STIRRUP 140.0

AEGR ALTREX END GUARD RAIL 10.0

AGRP ALTREX GUARD RAIL POST 2.0

AQP ALTREX QUICK PIN 0.7

AU ALTREX U-CONNECTOR 14.0

AWB ALTREX WALL BUMPER 6.0



Counterweight Charts

ALUMINUM BEAM OUTRIGGER CHART Counterweights required and loads on the structure for TH024

Aluminum outrigger beam used with TH243 counterweight hanger.

Required Overhang (inches)

I-Beam Length In Feet

11' 12' 13' 14' 15' 16' 17'

18"

Req'd # of CW's 12 10 10 8 8 8 6

Front Reaction 1225 1210 1200 1180 1170 1160 1160

Rear Reaction 750 750 640 640 530 530 420

24"

Req'd # of CW's Do 14 14 12 10 10 10

Front Reaction Not 1270 1250 1230 1220 1210 1200

Rear Reaction Use 860 860 750 640 640 640

30"

Req'd # of CW's Do 20 18 16 14 14 12

Front Reaction Not 1340 1310 1290 1270 1250 1240

Rear Reaction Use 1190 1080 970 870 870 760

33"

Req'd # of CW's Do Do 20 18 16 14 14

Front Reaction Not Not 1350 1320 1300 1280 1260

Rear Reaction Use Use 1190 1090 980 870 870

36"

Req'd # of CW's Do Do 22 20 18 16 16



42"

Req'd # of CW's Do Do 28 24 22 20 18



48"

Req'd # of CW's Do Do Do Do 28 24 22

Front Reaction Not Not Not Not 1450 1420 1390

Rear Reaction Use Use Use Use 1640 1420 1310

Notes:

Req'd # of CW's - Indicates required number of the TH014 counterweights needed to support

a suspended load of 1,000 lbs.

Front Reaction - Indicates anticipated load in (lbs.) imposed on the structure at front

support point when 1,000 lbs. is suspended from beam. Rear Reaction - Indicates anticipated load in (lbs.) imposed on the structure when required

number of counterweights are installed on TH243 hanger.

OBSF OUTRIGGER CHART

Overhang, Beam Length, Frame Spacing, Counterweights required and leg load reaction on structure chart for the

TH024 aluminum outrigger beam used with OBSF4 outrigger beam support frame.

Required Overhang (Inches) 18" 24" 26" 30" 33" 36" 42" 48" Cross Braces Required

10 Foot Spacing

Req'd # of CW's 9 13 14 16 18 20 24 Do

Beam Length 13 13 13 14 14 14 15 Not 2 - B103

Front Leg Reaction 650 680 690 710 720 730 760 Use 1 - B104

Rear Leg Reaction 320 430 460 520 570 620 730

12 Foot Spacing

Req'd # of CW's 7 10 11 13 15 16 19 22

Beam Length 15 15 15 16 16 16 17 17 2 - B123

Front Leg Reaction 640 660 670 680 700 710 730 750 1 - B124

Rear Leg Reaction 270 350 380 430 490 510 600 680

Notes:

Req'd # of CW's - Indicates required number of TH014 counterweights needed to support a suspended load of 1,000 lbs.

Front Leg Reaction - Indicates anticipated load in (lbs.) imposed on the structure at each front frame leg when 1,000 lbs. is suspended from it

Rear Leg Reaction - Indicates anticipated load (lbs.) imposed on the structure at each rear frame leg when required number of counterweights are installed



Fall Safety

Harness

LANYARDS AND TIEOFFS Fisk Descender

Carabiner Rope Grab

Boatswain Chair ROPE Retractable Lifelines

Available upon request

Maker Part# Description

Tractel A742 Quick connect legs, Side D-rings

Tractel A732 Quick connect legs

Safewaze 1311 Adjustable back pad, back D-ring,

waist D-ring, & Shoulder pads

(M,L,XL)

Part # Length (ft.) Description

C1103G 3’ 3’ Shock Absorbing Lanyard w/ ¾ snap

Hooks on both ends

C1106G 6’ 6’ Shock Absorbing Lanyard w/ ¾ snap

Hooks on both ends

C1126E 6’ 6’Shock Absorbing Lanyard , 2 arms w/

One ¾ snap hook and two 2 ¼” snap hooks

C1106E 6’ 6’ Shock Absorbing Lanyard with ¾” and

2 ¼” snap hooks

V4135 3’ 3’ Anchor sling pass though tie off adapter

V4260C1 Slice Safe with Carabiner

Part#

2103189

Weight (lbs.)

1.3

Part#

2000523

Weight (lbs.)

0.5

Part # Description

RG-5834-2L 5/8” or ¾” Rope Grab with 2’ Lanyard

RG-5834-6LS 5/8” or ¾” Rope Grab with 6’ Shock

Absorbing Lanyard

Types of Rope

-Descending Rope

-3/4” Fall Safety Rope

-5/8” Fall Safety Rope

Part#

1001140

Weight (lbs.)

6.6



Stages

WERNER STAGES GREEN BULL STAGES

Narrow Stages Load

Part# Weight (Lbs) Capacity Length (ft) Width (In)

2412 40.0 500.0 12’ 14”

421412 38.0 500.0 12’ 14”

2416 58.0 500.0 16’ 14”

421416 56.0 500.0 16’ 14”

2420 85.0 500.0 20’ 14”

421420 81.0 500.0 20’ 14”

2424 109.0 500.0 24’ 14”

421424 96.0 500.0 24’ 14”

2428 127.0 500.0 28’ 14”

421428 129.0 500.0 28’ 14”

2430 174.0 500.0 30’ 14”

2432 186.0 500.0 32’ 14”

Wide Stages Load

Part# Weight (Lbs) Capacity Length (ft) Width (In)

3108 43.0 750.0 8’ 24”

3112 64.0 750.0 12’ 24”

3116 92.0 750.0 16’ 24”

432416 80.0 750.0 16’ 24”

3120 115.0 750.0 20’ 24”

432420 111.0 750.0 20’ 24”

3124 155.0 750.0 24’ 24”

432424 133.0 750.0 24’ 24”

3128 214.0 750.0 28’ 24”

432428 188.0 750.0 28’ 24”

3132 246.0 750.0 32’ 24”

432432 243.0 750.0 32’ 24”

3136 333.0 750.0 36’ 24”

432436 273.0 750.0 36’ 24”

3139 375.0 750.0 39’ 24”



Aluminum Extension Plank

Trash Chutes

Werner Extension Planks

Part# Weight (lbs.) Closed Position Open Position Load Capacity (Lbs.)

PA206 31.0 6’ 9’ 250.0

PA208 40.5 8’ 13’ 250.0

PA210 56.5 10’ 17’ 250.0

Green Bull Extension Planks

Part# Weight (lbs.) Closed Position Open Position Load Capacity (Lbs.)

1406 33.0 6’ 9’ 250.0

1408 43.0 8’ 13’ 250.0

1410 53.0 10’ 17’ 250.0

Parapet Intermediate Intake Hopper 150’ Manual

Outrigger Hopper w/ chute Winch

w/chains

Part# Description Weight (lbs.)

0300 Chute Section w/ Chains 32.0

0301 Intake Hopper w/ Chains 58.0

0305 Intermediate Hopper w/Chains 61.0

0310 Basic Support Frame w/ Chains 62.0

0311 Parapet Outrigger Assembly 92.0

0319 150’ Manual Winch 84.0



Mobile Work Platforms

Part# Height (ft.) Length (ft.) Width (in.)

SP6 6’ 6’ 30”

Includes

2 Base Frames

1 Plywood Platform

Platform Supports

Locking Casters

Platform Rated at 1000 lbs Capacity

Extensions

Includes: 2 Frames and 2 Platform Supports

Plywood Platform is not included in the extensions

Outriggers are required for all mobile work platforms

w/ extensions

Guard Rail Outrigger

Part#

SP6GRA

Picture is a SP6 with SP6GRA

Plywood Plank Casters

Part# Height (ft.) Length (ft.) Width (in.)

SP63X 3’ 6’ 30”

SP66X 3’ 6’ 30”

Part#

SP6NORA

Part#

SPP6

Weight (lbs.)

30.0

Part#

SP6C5

Weight (lbs.)

3.5

Includes

- 2 Guard Rails

- 4 Hinge Pins

Includes

- 4 Outriggers

- 4 Casters

- 4 Snap Pins



Weather Enclosures

Miscellaneous Items

Our weather enclosures can be attached to scaffold that is

at least 12’9” in height to enclose the working area. This

product can be beneficial in the cold of winter or when the

work being done is susceptible to the environment.

because of the wind loads on an enclosed scaffold,

there are various safety measures that need to be taken when erecting scaffold with

weather enclosures, our salespeople can design a system that is right for you.

Wind Clips Ratchet & Strap

Part # Part # Length (ft.)

WC RS27 27’

Weight (lbs.)

0.1

Part # Description

WGH Weather Guard Hoop

WGB Weather Guard Base (10’)

WGL 10’ Extension Leg



Ladder Hoists

Stages

I-Beams

W 8 X 10 STEEL I-BEAMS

Base Height (ft.)

16’

Extensions (ft.)

4’ Increments

Capacity (lbs.)

400

Lift Speed (fpm)

110

Max. Height (ft.)

44’

Platform Size (in.)

24” x 24”

Motor Type

Electric

Part# Length (ft) Weight(lbs)

IB2 2’ 20.0

IB3 3’ 30.0

IB4 4’ 40.0

IB5 5’ 50.0

IB6 6’ 60.0

IB7 7’ 70.0

IB8 8’ 80.0

IB9 9’ 90.0

IB10 10’ 100.0

IB12 12’ 120.0

*Larger sizes available upon request*



Erection/Tear Down

Using our scaffold and our decking system, we can design a temporary decking that

will fit your event. We offer stair access, guard rail, and adjustable leg options in our

designs. Call your local office for pricing.

All-American Scaffold LLC offers extensive scaffold erection services. Each of our four

locations can handle any of your projects from design to dismantle. No job is too

large for our erection crews to handle. Engineering services are available in the

event the project requires it. All-American Scaffold LLC has built scaffold on some of

the Midwest’s highest profile construction sites.

BINDING CONDITIONS OF RENTAL AGREEMENT



1. Authority & Identification - The person signing this Rental Agreement, either for His/Her Personal use or for a Partnership or Corporation,

warrants that He/She has the authority to bind same to the terms and conditions of this agreement. The person signing further states

that that all information provided as the Lessee on the face of this agreement to be correct and valid under penalty of perjury.

2. Ownership of Equipment – The Equipment shall at all times remain and be sole and exclusive property of All-American Scaffold, LLC.,

herein referred to as “COMPANY”, and CUSTOMER shall have on the right to use it under the terms and conditions contained herein.

The equipment shall not be transferred, leased or used by any person other than CUSTOMER.

3. Rental Rate – Equipment will be billed in effect at time of shipment plus applicable Sales or Use Taxes. Rental is based upon a minimum

of a 7 day week and when monthly is based on a 28 day month. Payment is due Net 30 days from date of invoice. Invoices not paid

when due will be subject to a Service/Late Charge of 1 1/2 % per Month.

4. Termination of Lease/Rental & Termination of Use – This Rental Agreement ends when Equipment ends when Equipment is returned to

the COMPANY or purchased by the CUSTOMER. In the event of shortages, this Rental Agreement shall terminate as to such when the

CUSTOMER has notified the COMPANY of the shortage and paid for such Equipment as provided in paragraph 6. COMPANY shall have

the right, without notice, to terminate this Rental Agreement in the event the CUSTOMER: fails to pay rent when due; breaches any of

the terms, conditions or promises contained herein; or becomes insolvent or any proceedings in bankruptcy or receivership are

instituted by or against it and CUSTOMER shall forthwith deliver the equipment to the COMPANY at the address stated on the reverse

side of this Rental Agreement in good order and condition, ordinary wear caused by reasonable and proper use excepted.

CUSTOMER’S right to custody terminates on the expiration of the Rental Agreement and retention or custody after this time constitutes a

material breach of this Rental Agreement. Time is of the essence in the Agreement. Any extension must be mutually agreed upon in

writing. CUSTOMER further agrees to return the Equipment during COMPANY’S regular business hours upon termination of the Rental

Agreement. CUSTOMER agrees to pay for the total time the Equipment is out of the possession of the COMPANY. The Equipment shall

be retuned to the COMPANY no later then the Rental Agreement termination date state on the face of this contract, or immediately

upon demand should the CUSOMTER default in performance of this Rental Agreement. CUSTOMER understands that failure to return

the Equipment by time specified in the Rental Agreement is a conversion of the Equipment and will be considered theft. CUSTOMER

hereby agrees to indemnify and hold COMPANY and its agents harmless from all claims by CUSTOMER and any other person arising out

of or on account of any repossession.

5. Use of Equipment – This equipment will not be removed from the premises of the job address shown on the reverse side hereof unless

otherwise agreed to in writing by the parties hereto. CUSTOMER agrees to maintain and use the Equipment in a safe and proper manner

and in conformity with the applicable Safety Guidelines and all laws and ordinances pertaining hereto, CUSTOMER agrees that use of

the equipment shall be construed as an acknowledgement by CUSTOMER that when delivered to CUSTOMER by COMPANY the

Equipment was in good order and repair, and was in all respects adequate , sufficient and proper for the purposes for which

CUSTOMER rented such Equipment as advised by CUSTOMER. The CUSTOMER hereby represents and certifies that the Equipment will

be used at _____________, the owner of which is _____________ with an address of ______________.

6. Maintenance of Equipment – The CUSTOMER shall at times and at its own expense keep the equipment in good, safe and efficient

working order, repair and condition, ordinary wear caused by reasonable and proper use excepted. In the event of damage, loss,

modification or destruction of the Equipment or any part thereof, whether or not such event id the fault of the CUSTOMER. CUSTOMER

shall pay the COMPANY a sum equal to COMPANY’S current published price for any and all such Equipment. It is understood that any

and all such damaged or destroyed Equipment shall remain the property of the COMPNAY. CUSTOMER aggress that it shall discontinue

use of such Equipment immediately, and shall return it to the COMPANY for exchange subject to availability. The Equipment rented

must be returned in food operating condition. Cleaning and repair charges will be added to the final billing. Cleaning expense will be

at the current billing rate per hour, 1 hour minimum.

7. Access to Equipment – At COMPANY’S sole option, and without any obligation on its part, COMPANY shall at all times have the right of

free access to the Equipment for the purpose of inspecting it and observing its use or operation and determining the nature and extent

of its uses.

8. Warranties – COMPANY makes no express warranty and disclaims any and all implied warranties, including, but not limited to, Warranty

of Merchantability and/or Fitness for a Particular Purpose.

9. Indemnification – The CUSTOMER agrees to fully indemnify and hold harmless the COMPANY from all actions, clams, damages, liabilities

and expenses, including attorney’s fees, which may be brought or made against COMPANY, which in any way arises our of, or by

reason of, or are claimed to arise out of, or by reason of, the use or misuse of the COMPANY’S Equipment rented hereunder, excepting

only such actions, claims, costs, damages and expenses resulting from the sole negligence of the COMPANY. The intent hereof is that

the CUSTOMER shall fully indemnify and hold harmless the COMPANY to the maximum extent allowable by law.

10. Attorney’s Fees – CUSTOMER will pay COMPANY’S expenses, including reasonable attorney’s fees, incurred as a result of CUSTOMER’S

default in the performance of any obligation hereunder.

11. Accident Notification – CUSTOMER agrees to notify COMPANY immediately of any accident involving the Equipment, owned by

COMPANY.

12. Assignability – This Rental Agreement may not be assigned by CUSTOMER by its own act or by operation of the law without prior written

consent of COMPANY.

13. Non-Waiver – COMPANY’S failure at any time to insist upon strict performance by CUSTOMER of the terms of this Rental Agreement shall

not be construed as a waiver of COMPANY’S right to demand strict performance. The express waiver of one provision of this Rental

Agreement shall not be deemed a waiver of any other provision of this Rental Agreement.

14. Governing Law - This Rental Agreement is governed by the laws of the State of Iowa, where it is to be performed in all or part. The

parties agree that any action in law or equity to enforce the terms of this Agreement may be brought in a state or federal court of

competent jurisdiction in Polk County, Iowa. The parties hereby consent to venue and personal jurisdiction in any state or federal court

in said county.

15. Acceptance – Written acceptance, use or retention of Equipment, or payment of rental hereunder shall be conclusive evidence of

CUSTOMER’S agreement to be bound by the terms and conditions contained herein.

16. Purchase of Rental Equipment – The purchase of equipment on rent shall be based on the COMPANY published list price at the time of

purchase. Rental credit of up to 90% of the 1st months rent, 80% of the 2nd months rent and 70% of the 3rd months rent can be applied

toward the purchase price. Rental credit is only applicable if all rent is paid current.

17. Entire Agreement – This Rental Agreement together with the Safety Guidelines, which are hereby incorporated herein by reference,

comprise the entire contract between the parties and is acknowledged that there are no other understandings, representations,

warranties, promises, verbal or otherwise, pertaining to this Rental Agreement or the Equipment, which are not incorporated herein

expressly by a rider signed by the parties and attached hereto.

18. NOTICE TO OWNERS – CUSTOMER agrees to cooperate and provide any notices reasonably requires by COMPANY in connection with

liens by subcontractors on real property involved in any work by CUSTOMER.

GIVE TO SCAFFOLD ERECTOR & USER OR POST ON JOB



CODE OF SAFE PRACTICES

FOR

FRAME SCAFFOLDS, SYSTEM SCAFFOLDS, TUBE AND CLAMP SCAFFOLDS &

ROLLING SCAFFOLDS DEVELOPED FOR INDUSTRY BY THE

Scaffold Industry Association, Inc. (SIA) and the

Scaffold, Shoring & Forming Institute (SSFI) 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 with guidelines and it shall be the responsibility of each user to comply

therewith.

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 the 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 INTENEDED.

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 recommendation.

D. BRACING, LEVELING, & PLUMPING OF TUBE & CLAMP AND SYSTEMS SCAFFOLD

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 recommendation.

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. THE CONTINUOUS (RUNNING) SCAFFOLDS TO THE WALL OR STRUCTURE at each end and at least every 30 feet of

length in between when scaffold height exceeds the maximum allowable free standing dimension. Install additional ties on taller scaffold 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 replaced 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 cross braces 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 recommendation.



2. Brackets for frame scaffolds shall be seated correctly with side brackets 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

equipment.

3. Cantilevered platforms shall be designed, installed and used in accordance with manufacturer’s recommendations. K. ALL SCAFFOLDING COMPONENTS shall be installed and used in accordance with the manufacturers’ recommended

procedure. 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.

L. 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” or more than 18”. This overhang should be

guardrailed to prevent access.

M. 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 instruction.

N. FOR ROLLING SCAFFOLDS THE FOLLOWING ADDITIONAL GUIDELINES APPLY:

1. RIDING A ROLLING SCAFFOLD IS VERY HAZARDOUS. The SIA and the SSFI 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 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 to 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.

O. 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 ump onto planks or platforms.

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

7. Climb in access areas only and use both hands. Do not climb braces or diagonals.

III. WHEN DISMANTLING SCAFFOLDING THE FOLLOWING ADDITIONAL GUIEDLINES 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.

These safety guidelines (Codes of Safe Practice) set forth common sense procedures for safely erecting, dismantling and using scaffold equipment.

However, equipment and scaffolding systems differ, and accordingly reference must always be made to the instructions and procedures of the

supplier and/or manufacturer of the equipment.

Since field conditions vary and are beyond the control of the Scaffold Industry Association and the SSFI, safe and proper use of scaffolding is the

sole responsibility of the user.





FOR

ERECTING & DISMANTLING OF VERTICAL SHORING DEVELOPED FOR INDUSTRY BY THE

Scaffold Industry Association, Inc. (SIA) & the

Scaffold, Shoring & Forming Institute (SSFI)

It shall be the responsibility of all employers and users to read and comply with the following common sense guidelines

which are designed to promote safety in the erection, dismantling and use of vertical shoring. These guidelines are not all

inclusive nor do they supplant or replace other additional safety and precautionary measures to cover usual or unusual

conditions. If these guidelines conflict in any way with any state, local, provincial or federal governmental statute or

regulation, said statute or regulation shall supersede these guidelines and it shall be the responsibility of each user to

comply therewith and also to be knowledgeable.

I. GENERAL GUIDELINES. A. POST THESE SHORING SAFETY GUIDELINES in a conspicuous place and be sure that all persons

who erect, dismantle or use shoring 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 shoring.

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

D. PLAN SHORING ERECTION SEQUENCE in advance and obtain necessary access equipment to

accomplish the work.

E. INSPECT ALL EQUIPMENT BEFORE USING. Never use any equipment that is damaged or

defective in any way. Mark it or tag it as defective. Then remove it from the jobsite.

F. A SHORING DRAWING, consistent with the shoring manufacturer’s recommended safe working

loads, shall be prepared by a qualified person (or professional engineer where required) and used on the

jobsite at all times.

G. ERECT, DISMANTLE OR ALTER SHORING only under the supervision of a qualified person.

H. DO NOT ABUSE OR MISUSE THE SHORING EQUIPMENT. I. INSPECT ERECTED SHORING: (a) immediately prior to concrete placement; (b) during concrete

placement; (c) while vibrating concrete, and (d) after concrete placement until concrete is set.

J. NEVER TAKE CHANCES IF IN DOUBT REGARDING THE SAFETY OR USE OF THE

SHORING, CONSULT YOUR SHORING SUPPLIER. K. USE SHORING EQUIPMENT only for the purposes or in ways for which it was intended. Use proper

tools when installing equipment.

L. ERECTING AND DISMANTLING OF SHORING requires good physical condition. Do not work on

shoring if you feel dizzy, unsteady in any way or are impaired in any way by drugs or any other

substance.

II. GUIDELINES FOR ERECTION AND USE OF SHORING

A. PROVIDE AND MAINTAIN A SOLID FOOTING. The sills or cribbing for shoring shall be sound,

rigid and capable of carrying the maximum design load without settling or moving.

B. ALWAYS USE BASEPLATES. When sills or cribbing are used, base plates must be centered on them.

C. ADJUSTING SCREW SHALL BE USED to adjust to uneven grade conditions. Maintain all screw

adjustments within the recommended height for the design load.

D. PLUMB AND LEVEL ALL SHORING FRAMES AND SINGLE POST SHORES as the erection

proceeds. DO NOT force braces on frames. Level the shoring towers until proper fit can be made.

Maintain all shoring towers plumb and level.

E. MAINTAIN THE SHORE FRAME SPACINGS AND TOWER HEIGHTS as shown on the shoring

drawing. Where jobsite conditions require deviations from the shoring drawing, consult a qualified

person.

F. SINGLE POST SHORES SHALL BE STABILIZED IN TWO DIRECTIONS. Bracing shall be

installed as the shores are being erected.



G. SINGLE POST SHORES MORE THAN ONE TIER HIGH shall not be used. Where greater shore

heights are required, consult the shoring supplier.

H. ADJUSTMENT OF SHORING TO RAISE OR LOWER FORMWORK shall NOT be made during

concrete placement.

I. IF MOTORIZED CONCRETE EQUIPMENT is to be used, be sure that the shoring layout has been

designed for use with this equipment and so noted on the layout, or drawing.

J. USE CAUTION WHEN ERECTING FREE-STANDING TOWERS. Prevent tipping by guying or

bracing when height exceeds 4 times the minimum base dimension and at lesser heights when stability is

a concern.

K. GIVE SPECIAL CONSIDERATION TO TEMPORARY LOADING. Areas where re-bar, material

or equipment is to be stored temporarily may need to be strengthened to meet these loads.

L. DO NOT CLIMB CROSS BRACES. M. USE SPECIAL PRECAUTIONS when shoring from or to sloped surfaces.

N. SHORING LOADS ARE INTENDED TO BE CARRIED BY VERTICAL LEGS. Loading of

horizontal members may require special consideration. Consult your shoring supplier for allowable loads

on horizontal members.

O. AVOID ECCENTRIC (OFF CENTER) LOADS on U-Heads, top plates and similar members by

centering stringer loads on those members.

III. GUIDELINES FOR DISMANTLING SHORING

A. DO NOT REMOVE BRACES OR BACK OFF ON ADJUSTMENT SCREWS OR POST SHORES

until proper authority is given.

B. DISMANTLED EQUIPMENT should be stockpiled in a planned manner and distributed to avoid

concentrated loads on the partially cured concrete.

C. USE PROPER ACCESS EQUIPMENT in the dismantling process.

IV. RESHORING PROCEDURE should be approved by a qualified engineer.





FOR

SUSPENDED POWERED SCAFFOLDS DEVELOPED FOR INDUSTRY BY THE

Scaffold Industry Association, Inc. (SIA) and the

Scaffold, Shoring & Forming Institute (SSFI)

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 Suspended Powered 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 therewith.

I. GENERAL GUIDELINES

A. POST THESE SAFETY GUIDELINES in a conspicuous place and be sure that all persons who erect, use, locate, or dismantle suspended

scaffold systems are fully aware of them and also use them in tool box safety meetings. B. FOLLOW ALL EQUIPMENT MANUFACTURER’S RECOMMENDATIONS as well as all state, local and federal codes, ordinances

and regulations relating to suspended powered scaffolding.

C. SURVEY THE JOBSITE. A survey shall be made of the jobsite by a competent person for hazards such as exposed electrical wires, obstructions that could overload or tip the suspended powered scaffold when it is raised or lowered, unguarded roof edges or openings,

inadequate or missing tiebacks. Those conditions should be corrected before installing or using suspended powered scaffold systems.

D. INSPECT ALL EQUIPMENT BEFORE EACH USE. Never use any equipment that is damaged or defective in any way mark it or tag it as damaged or defective equipment and remove it from the jobsite.

E. ERECT AND DISMANTLE SUSPENDED POWERED SCAFFOLD EQUIPMENT in accordance with design and/or manufacturer’s

recommendations. F. DO NOT ERECT, DISMANTLE, OR ALTER SUSPENDED POWERED SCAFFOLD SYSTEMS unless under the supervision of a

competent person.

G. DO NOT ABUSE OR MISUSE SUSPENDED POWERED SCAFFOLD EQUIPMENT. Never overload platforms or hoists. H. ERECTED SUSPENDED POWERED SCAFFOLDS SHOULD BE CONTINUOUSLY INSPECTED by the user to ensure that they

are maintained in a safe condition. Report any unsafe condition to your supervisor.

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

YOUR SCAFFOLD SUPPLIER.

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

K. CARE SHOULD BE TAKEN WHEN OPERATING AND STORING EQUIPMENT DURING WINDY CONDITIONS. L. SUSPENDED POWERED SCAFFOLD SYSTEMS should be installed and used in accordance with the manufacturer’s recommended

procedures. Do not alter components in the field.

M. SUSPENDED POWERED PLATFORMS MUST NEVER BE OPERATED NEAR LIVE POWER LINES unless proper precautions are taken. Consult the power service company for advice.

N. ALWAYS ATTACH FALL ARREST EQUIPMENT when working on suspended powered scaffolds.

O. DO NOT WORK ON OR INSTALL SUSPENDED POWERED SCAFFOLDS if your physical condition is such that you feel dizzy or unsteady in any way.

P. DO NOT WORK ON SUSPENDED POWERED SCAFFOLDS when under the influence of alcohol or illegal drugs.

II. GUIDELINES FOR ERECTION AND USE OF SUSPENDED SCAFFOLD SYSTEMS.

A. RIGGING:

1. WEAR FALL PREVENTION EQUIPMENT when rigging on exposed roofs or floors.

2. ROOF HOOKS, PARAPET CLAMPS, OUTRIGGER BEAMS, OR OTHER SUPPORTING DEVICES must be capable of

supporting the hoist machine rated loaded with a factor of safety of 4.

3. VERIFY THAT THE BUILDING OR STRUCTURE WILL SUPPORT the suspended loads with a factor of safety of 4.

4. ALL OVERHEAD RIGGING must be secured from movement in any direction. 5. COUNTERWEIGHTS USED WITH OUTRIGGER BEAMS must be of a non-flowable material and must be secured to the beam to

prevent accidental displacement.

6. OUTRIGGER BEAMS THAT DO NOT USE COUNTERWEIGHTS must be installed and secured on the roof structure with devices specifically designed for that purpose. Direct connections shall be evaluated by a competent person.

7. THE BACK ALL TRANSPORTABLE RIGGING DEVICES. Tiebacks shall be equivalent in strength to suspension ropes.

8. INSTALL TIEBACKS AT RIGHT ANGLES TO THE FACE OF THE BUILDING and secure, without slack, to a structurally sound portion of the structure, capable of supporting the hoisting machine rated load with a safety factor of 4. IN THE

EVENT TIEBACKS CANNOT BE INSTALLED AT RIGHT ANGLES, two tiebacks at opposing angles must be used to prevent

movement.

9. RIG AND USE HOISTING MACHINES DIRECTLY UNDER THEIR SUSPENSION POINTS.

B. WIRE ROPE AND HARDWARE

1. USE ONLY WIRE ROPE AND ATTACHMENTS as specified by the hoisting machine manufacturer.



2. ASSURE THAT WIRE ROPE IS LONG ENOUGH to reach to the lowest possible landing.

3. CLEAN AND LUBRICATE WIRE ROPE in accordance with the wire rope manufacturer’s instructions.

4. HANDLE WIRE ROPE WITH CARE.

5. COIL AND UNCOIL WIRE ROPE in accordance with the wire rope manufacturer’s instructions in order to avoid kinks or

damage. 6. TIGHTEN WIRE ROPE CLAMPS in accordance with the clamp manufacturer’s instructions.

7. DO NOT USE WIRE ROPE THAT IS KINKED, BIRDCAGED, CORRODED, UNDERSIZED, OR DAMAGED IN

ANY WAY. Do not expose wire rope to fire, undue heat, corrosive atmosphere, electricity, chemicals, or damage by tool handling.

8. USE THIMBLES AND SHACKLES AT ALL WIRE ROPE SUSPENSION TERMINATIONS.

9. USE J-TYPE CLAMPS OR SWEDGE FITTINGS. Do not use U-bolts. Retighten J Clamps under load and retighten daily. 10. WIRE ROPES USED WITH TRACTION HOISTS MUST HAVE PREPARED ENDS. Follow manufacturer’s

recommendations.

C. POWER SUPPLY:

1. GROUND ALL ELECTRICAL POWER SOURCES AND POWER CORD CONNECTIONS and protect them with

circuit breakers. 2. USE POWER CORDS OF THE PROPER WIRE SIZE THAT ARE LONG ENOUGH for the job.

3. POWER CORD CONNECTIONS MUST BE RESTRAINED to prevent their separation.

4. USE STRAIN RELIEF DEVICES TO ATTACH POWER CORDS TO THE SUSPENDED SCAFFOLD to prevent them from falling.

5. PROTECT POWER CORDS AT SHARP EDGES.

6. USE GFI WITH POWER TOOLS.

D. FALL ARREST EQUIPMENT:

1. EACH PERSON ON A SUSPENDED POWERED SCAFFOLD must be attached to a separate fall arrest system unless the

installation was specifically designed not to require one. 2. EACH LIFELINE MUST BE FASTENED to a separate anchorage capable of holding a minimum of 5000 pounds.

3. DO NOT WRAP LIFELINES AROUND STRUCTURAL MEMBERS unless lifelines are protected and a suitable

anchorage connection is used. 4. PROTECT LIFELINES AT SHARP CORNERS to prevent chafing.

5. RIG FALL ARREST SYSTEMS to prevent free fall in excess of six feet.

6. SUSPEND LIFELINES FREELY without contact with structural members or building facade. 7. USE LIFELINES OF SIZE AND CONSTRUCTION that are compatible with the rope grab used.

8. ASSURE A PROPERLY ATTACHED ROPE GRAB IS INSTALLED ON EACH LIFE LINE. Install in accordance with the

manufacturer’s recommendations.

9. KEEP FALL ARREST DEVICE POSITIONED ABOVE YOUR HEAD LEVEL.

10. USE ONLY FULL BODY HARNESSES of the proper size and that are tightly fastened.

11. ASSURE FULL BODY HARNESS HAS LANYARD ATTACHMENT with D-Ring at the center of your back.

12. CONSULT FALL PROTECTION SUPPLIER FOR INSPECTION PROCEDURE. INSPECT FALL PROTECTION

ANCHORAGE/ EQUIPMENT BEFORE EACH USE.

13. WHEN A SECONDARY WIRE ROPE SYSTEM IS USED, a horizontal lifeline secured to two or more structural members of the scaffold may be used in lieu of vertical lifelines.

E. DURING USE:

1. USE ALL EQUIPMENT AND ALL DEVICES in accordance with the manufacturer’s instructions.

2. DO NOT OVERLOAD, MODIFY, OR SUBSTITUTE EQUIPMENT.

3. BEFORE COMMENCING WORK OPERATIONS preload wire rope and equipment with the maximum working load, then

retighten wire rope rigging clamps and recheck rigging to manufacturer’s recommendations.

4. INSPECT ALL RIGGING EQUIPMENT AND SUSPENDED POWER SCAFFOLD SYSTEMS DAILY.

5. INSPECT WIRE ROPE DURING EACH ASCENT OR DESCENT FOR DAMAGE.

6. USE CARE TO PREVENT DAMAGE TO EQUIPMENT by corrosive or other damaging substances.

7. CLEAN AND SERVICE EQUIPMENT REGULARLY.

8. ALWAYS MAINTAIN AT LEAST (4) FOUR WRAPS OF WIRE ROPE ON DRUM TYPE HOISTS.

9. DO NOT JOIN PLATFORMS unless the installation was designed for that purpose.

10. ONLY MOVE SUSPENDED SCAFFOLDS HORIZONTALLY WHEN NOT OCCUPIED.

11. WHEN RIGGING FOR ANOTHER DROP assure sufficient wire rope is available before moving the suspended scaffold

system horizontally.

12. WHEN WELDING FROM SUSPENDED POWERED SCAFFOLDS:

a. Assure platform is grounded to structure.

b. Insulate wire rope above and below the platform. c. Insulate wire rope at suspension point and assure wire rope does not contact structure along its entire length.

d. Prevent the bitter end from touching the ground.





FOR

MINIMUM GUIDELINES FOR SELECTION, VISUAL INSPECTION

AND USE OF WOOD SCAFFOLD PLANK

DEVELOPED FOR INDUSTRY BY THE

SCAFFOLD INDUSTRY ASSOCIATION, INC. (SIA)

It shall be the responsibility of all employers and users to read and comply with the following common sense guidelines

which are designed to promote safety in the use of wood scaffold planks. These guidelines are not all-inclusive nor do they

supplant or replace other additional safety and precautionary measures to cover usual or unusual conditions. If these

guidelines conflict in any way with any state, local, provincial or federal statute or governmental regulation, said statute or

regulation shall supersede these guidelines and it shall be the responsibility of each user to comply therewith.

Wood scaffold planks are a critical element of any properly erected scaffold structure because they are the surface upon

which a worker will stand at an elevated location. Wood by its very nature cannot tolerate abuse. Care must be exercised

when handling and using wood planks to avoid damage. In addition, frequent visual inspections will reduce the risk of

using damaged planks. The following are general guidelines to assist you in the selection, inspection, and use or rejection

of scaffold planks.

A. SELECTION

1. Some factors affecting selection of planks are (a) type of work to be performed, (b) environmental

factors, (c) loads that will be imposed on the planks, and (d) spans on which the planks will be used.

2. When selecting solid sawn scaffold planks be sure they are “scaffold grade plank” and are certified by, or

bear the grade stamp of, a grading agency approved by the American Lumber Standards Committee at the

time of initial purchase.

B. VISUAL INSPECTION

1. Inspect all scaffold planks before and after each use, or more frequently if exposed in hostile

environments or overloading.

2. Planks that have been damaged or have deteriorated due to insects, decay, or chemical attack, shall be

REMOVED FROM USE with the following exceptions:

a. Notched planks, or those containing saw kerfs or cracks, may be cut back to shorter lengths to

eliminate the hazard

b. Scaffold planks that contain end splits are not necessarily weakened. Planks with end splits

may be contained or reinforced by banding or rodding. Refer to OSHA Directive No. 10084,

3(c).

C. USE

1. Use solid sawn scaffold grade planks in accordance with the rules of the grading authority applicable to

the particular plank you are using and in accordance with the current edition of ANSI A10.8.

2. Use manufactured wood scaffold planks in accordance with the load and span tables published by the

manufacturer.

3. Follow the “design and use” guidelines set forth in the current edition of ANSI A10.8 and applicable

federal, state, provincial and local standards.

Since field conditions vary, and are beyond the control of the Scaffold Industry Association, safe and proper use of wood

scaffold planks shall be the sole responsibility of the employer and user.

If a scaffold plank shows signs of damage, or if the plank has been subject to conditions that might have caused damaged,

and after careful inspection you are still in doubt about its strength, DON’T USE IT!



CREDIT APPLICATION

Des Moines Fax 515-282-9215

Cedar Rapids Fax 319-363-6534

Davenport Fax 563-344-9595

Kansas City Fax 913-281-4489 BUSINESS OR COMPANY INFORMATION

Name Phone Fax Mailing Address City State Zip Other Address City State Zip Type of Business

Years in

Business

President

Controller

Prepared

by:

Do you use

Purchase Orders Y N Anticipated

Balance $ Who is authorized

to Rent/Buy

Bank

Name

Contact Person(s)

Name

Bank

Phone #

Bank

Address City State Zip

TRADE REFERENCES Name Phone Fax Name Phone Fax Name Phone Fax

I certify to All-American Scaffold, LLC. that all the information on this form is correct. I authorize Creditor

investigate and otherwise verify the completeness and accuracy of the forgoing application as well as any other

matter directly or indirectly bearing on the creditworthiness of the applicant named above. I hereby state that

Creditor may rely on the foregoing statement as being accurate to disclose credit, asset and liability information,

pertaining to the applicant. I accrue a late payment finance charge of 1 ½% per month on the declining unpaid

balance. I fully understand these terms and agree to prompt payment, including service charges for late

payments. In the event of a late payment, applicant agrees to pay all collection costs, attorney fees, and court

costs incurred by All-American Scaffold, LLC. to collect the late payment, regardless of whether judicial action is

taken.

Signed _______________________________________ Date _________________________

Printed Name_________________________________

If you are a tax-exempt organization we are required by law to obtain from you a copy of your tax

exemption certificate for our files.

*Please fill out both pages thoroughly*



INDIVIDUAL PERSONAL GUARANTY

Date: _______________________ 20_________

I, _______________________________, residing at _________________________________

________________________________ for and in consideration of your extending credit at

my request to (company name) _____________________________________,

(Herein referred to as the “Company”), of which I am (title)____________________,

Hereby personally guarantee to you the payment as Des Moines, IA of any obligation

of the Company and I hereby agree to bind myself to pay you on demand any sum

which may become due to you by the Company if the company shall fail to pay the

same. It is understood that this guaranty shall be a continuing and irrevocable

guaranty and indemnity for such indebtedness of the Company. I do hereby waive

notice of default, non-payment, and notice thereof and consent to any modifications

or renewal of the credit agreement hereby guaranteed.

_____________________________________________________

Signature

_____________________________________________________

Witness, if needed



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Documents

Table of Contents - All-American Scaffold · 51 washington avenue th 450 58 avenue s.w. des moines, iowa 50314 cedar rapids, iowa 52404 515.282.9633 319.363.6041 fax # 515.282.9215