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
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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
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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
Part # Width Height Stud Ctr Weight (lbs.)
LS3 2’ 3’ 2’ 16.0
LS5 2’ 5’ 4’ 25.0
LS6 2’ 6’4” 4’ 33.0
Open Ended Frames
Part # Width Height Stud Ctr Weight (lbs.)
FO6L 5’ 6’4” 4’ 46.0
FO6 5’ 6’4” 4’ 57.0
FO6T 3’6” 6’4” 4’ 51.0
Part # Width Height Stud Ctr Weight (lbs.)
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
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Scaffold
FRAMES
Sidewalk Canopy Frames
Part # Width Height Stud Ctr Weight (lbs.)
FO7SP 6’ 7’6” 2’X4’ 60.00
Walk-Thru
Ladder Frames
Part # Width Height Stud Ctr Weight (lbs.)
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
Part # Width Height Stud Ctr Weight (lbs.)
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
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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
Part # Weight (lbs.)
AL1 14.2
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Scaffold
BASE PLATES
CASTERS
PLANK
ALUMINUM PLANK
ALUMINUM – PLYWOOD PLANK
NARROW PLANK
Part # Weight (lbs.)
BP1 3.0
Part # Weight (lbs.)
BP2 5.2
Part # Weight (lbs.)
BP3 2.7
Part # Weight (lbs.)
BP4 5.3
Part # Weight (lbs.)
C8S 15.0
Part # Weight (lbs.)
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
Part# Length (ft.) Width (In.) Weight (lbs.)
AP7 7’ 19 1/4" 30.0
AP10 10’ 19 1/4" 47.0
Part# Length (ft.) Width (In.) Weight (lbs.)
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
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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
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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
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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
Part # Weight (lbs.)
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!
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Scaffold
STAIR UNITS
VERTICAL ACCESS LADDERS Ladder Bracket
Access Ladder Starter Bar
Part # Weight (lbs.)
SUH5 10.2
Part # Weight (lbs.)
SU5 64.0
SU6 74.0
Part # Weight (lbs.)
SU5IER 24.0
SU6IER 27.0
Part # Weight (lbs.)
SU5IR 16.0
SU6IR 18.5
Part # Weight (lbs.)
SU5OR 29.0
SU6OR 30.0
Part # Height (ft.) Weight (lbs.)
SAU3 3’ 9.7
SAU6 6’ 18.7
Part # Weight (lbs.)
SAUB 5.7
Part # Weight (lbs.)
GL5 8.0
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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
Part # Weight (lbs.)
PH1 3.2
Part# Weight (lbs.)
PH2 5.0
Part # Weight (lbs.)
PH5 13.5 Part # Weight (lbs.)
PS5 24.0
Part#
H3B
Weight (lbs.)
17.5
Part#
HA
Weight (lbs.)
25.0
Part # Weight (lbs.)
H3T 25.0
Part#
CPS
Weight (lbs.)
1.3
Part#
PTP
Weight (lbs.)
0.12
Part#
SP
Weight (lbs.)
0.11
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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
Part # Weight (lbs.)
TS 0.11
Part # Weight (lbs.)
QL 0.12
Part # Weight (lbs.)
WN 0.08
Part # Weight (lbs.)
WW 13.5
Part # Weight (lbs.)
FC 1.7
Part#
PGRP
SHSG
Weight (lbs.)
20.0
Part # Weight (lbs.)
1TT 5.0
2TT 7.0
3TT 10.0
4TT 13.8
5TT 16.0
6TT 19.0
Part # Weight (lbs.)
HDC 1.5
CST 1.5
Part#
SRO
Weight (lbs.)
116.0
Part#
ALCB
Weight (lbs.)
1.0
Part#
SB
Weight (lbs.)
0.04
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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
2 11'-1" 13'-9" Frames Braces
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
3 16'-2" 20'-2" Frames Braces
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
4 21'-3" 26'-7" Frames Braces
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
5 26'-4" 33'-0" Frames Braces
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
6 31'-5" 39'-5" Frames Braces
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
7 36'-6" 45'-10" Frames Braces
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
8 41'-7" 52'-3" Frames Braces
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
9 46'-8" 58'-8" Frames Braces
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
10 51'-9" 65'-1" Frames Braces
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
13 67'-0" 84'-4" Frames Braces
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
14 72'-1" 90'-9" Frames Braces
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
15 77'-2" 97'-2" Frames Braces
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
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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
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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
Part # Weight (lbs.)
SSC30 10.7
Part# Length Weight (lbs.)
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
Part# Length Weight (lbs.)
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
Part# Length Weight (lbs.)
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
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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
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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
Part# Length (ft) Weight (lbs)
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
Part# Length (ft) Weight (lbs)
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
Part# Length (ft) Weight (lbs)
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
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Systems
STRINGERS
Part# Weight (lbs)
SSL7 49.0
SSR7 49.0
STAIR TREADS
Part# Weight (lbs)
ST30 13.8
Part # Weight (lbs.)
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
Part# Length (ft) Weight (lbs)
USB20 2’0” 14.0
SB30 3’0” 21.0
SB36 3’6” 31.0
Part# Length (ft) Weight (lbs)
BB01 0’10” 8.0
BB18 1’8” 12.5
BB27 2’7” 3.7
STAIR STRINGERS HOIST
HORIZONTAL TRUSS
SIDE
BRACKETS
BOARD BRACKETS
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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
Part # Weight (lbs.)
SW 2.03
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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
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Adjust – A – Shore
FRAMES
ADJUSTABLE FRAMES
Part# Height Width Weight
AS45 5’4” 4’ 55.0
BASE FRAMES
Part# Height Width Weight
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
Part# Height Width Weight
AS24 4’4” 2’ 37.0
Part# Height Width Weight
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
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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
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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”
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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
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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
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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
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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
Part # Weight (lbs.)
TH243 46.0
Part # Weight (lbs.)
TH024 111.0
Part # Weight (lbs.)
GPHAP 43.0
Part # Weight (lbs.)
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
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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
Part# Length (ft) Weight (lbs)
B103 10’ 15.8
B104 10’ 16.5
B123 12’ 27.4
B124 12’ 28.0
Part # Weight (lbs.)
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
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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
AGR2 ALTREX 2 METER GUARD RAIL 4.0
A2M ALTREX 2 METER STAGE PLATFORM 25.0
AGR3 ALTREX 3 METER GUARD RAIL 6.0
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
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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
Front Reaction Not Not 1380 1350 1330 1300 1290
Rear Reaction Use Use 1310 1200 1190 980 980
42"
Req'd # of CW's Do Do 28 24 22 20 18
Front Reaction Not Not 1460 1420 1390 1360 1340
Rear Reaction Use Use 1640 1420 1310 1200 1090
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
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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
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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”
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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
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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
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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
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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*
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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
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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
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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.
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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.
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CODE OF SAFE PRACTICES
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.
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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.
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CODE OF SAFE PRACTICES
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.
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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.
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CODE OF SAFE PRACTICES
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!
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Kansas City Fax 913-281-4489 BUSINESS OR COMPANY INFORMATION
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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_________________________________
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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.
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Signature
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Witness, if needed
WWW.ALLAMERICANSCAFFOLD.COM
CONTACT US AT: [email protected] - 49 -
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WWW.ALLAMERICANSCAFFOLD.COM
CONTACT US AT: [email protected] - 50 -