51 WASHINGTON AVENUE
DES MOINES, IOWA 50314
515.282.9633
FAX # 515.282.9215
1.800.584.9214
450 58TH AVENUE S.W.
CEDAR RAPIDS, IOWA 52404
319.363.6041
FAX # 319.363.6534
1.800.569.2367
4701 BUCKEYE STREET
DAVENPORT, IOWA 52802
563.344.9494
FAX # 563.344.9595
1.800.344.9402
450 S. VALLEY STREET
KANSAS CITY, KANSAS 66105
913.281.4477
FAX # 913.281.4489
1.800.791.5467
Table of Contents
Scaffolding ........................................................................................
Frames............................................................................................
Cross Braces ..................................................................................
Straddle Trestles ............................................................................
Screw Jacks/Base Plates .............................................................
Casters ...........................................................................................
Plank ..............................................................................................
Micro-Lam Plank ..........................................................................
Guard Rail .....................................................................................
Miscellaneous Parts ......................................................................
Scaffold Chart ..............................................................................
-2-
Page #
2-12
2, 3
4
4
4, 5
5
5
6
7
8-11
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
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
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
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-3-
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
-4-
Part #
C23
C34
C45
C56
Width
2’-3’
3’-4’
4’-5’
5’-6’
Weight (lbs)
3.2
6.0
9.0
12.0
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Scaffold
CROSS BRACES
Part#
B42
B43
B44
B52
B53
B54
B62
B63
B64
B71
B72
B73
B74
B101
B102
B103
B104
Span Between
Frames
4 ft
4 ft
4 ft
5 ft
5 ft
5 ft
6 ft
6 ft
6 ft
7ft
7 ft
7 ft
7 ft
10ft
10 ft
10 ft
10 ft
Fram Stud
Centers
2 ft
3 ft
4 ft
2 ft
3 ft
4 ft
2 ft
3 ft
4 ft
1ft
2 ft
3 ft
4 ft
1ft
2 ft
3 ft
4 ft
Hole to Hole
Length in Inches
4’5 – 5/6”
5’
5’7 – 7/8”
5’4 – 5/8”
5’10”
6’4 – 7/8”
6’3 – 7/8”
6’8 – 1/2”
7’2 – 1/2”
7’ – 7/8”
7’3 – 3/8”
7’7 – 3/8”
8’0 – 3/4"
10’ – 5/8”
10’2 – 3/8”
10’5 – 1/4"
10’9 – 1/4"
Weight (lbs.)
7.2
7.5
7.7
7.7
8.5
9.2
9.7
10.0
10.0
10.7
10.7
11.0
11.7
14.5
14.5
15.2
15.7
STRADDLE TRESTLES
Part#
ST7S
ST10
Span Between
Frames
7 ft.
10 ft.
Frame Stud
Centers
4 ft.
4 ft.
Weight (lbs)
18.0
24.0
SCREW JACKS
Part # Weight (lbs.)
AL1S
16.0
Part # Weight (lbs.)
AL1
14.2
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-5-
Scaffold
BASE PLATES
Part #
BP1
Weight (lbs.)
3.0
Part #
BP2
Weight (lbs.)
5.2
Part #
BP3
Weight (lbs.)
2.7
Part #
BP4
Weight (lbs.)
5.3
CASTERS
Part #
C8R
C12R
Weight (lbs.)
12.0
24.0
Part #
C8S
Weight (lbs.)
15.0
PLANK
ALUMINUM PLANK
Part#
0522
0622
0722
1022
Length (ft.)
5’
6’
7’
10’
Width (In.)
19 1/4"
19 1/4"
19 1/4"
19 1/4"
Weight (lbs.)
22.0
26.0
30.0
41.0
Part#
AP7
AP10
Length (ft.)
7’
10’
Width (In.)
19 1/4"
19 1/4"
Weight (lbs.)
30.0
47.0
Part#
0522N
0622N
0722N
1022N
Length (ft.)
5’
6’
7’
10’
Width (In.)
9 1/2’
9 1/2’
9 1/2'
9 1/2'
Weight (lbs.)
11.0
13.0
15.0
25.5
ALUMINUM – PLYWOOD PLANK
NARROW PLANK
-6-
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Scaffold
MICRO – LAM PLANK
Part#
ML4
ML5
ML6
ML8
ML10
ML12
ML16
Length (ft.)
4’
5’
6’
8’
10’
12’
16’
Width (in.)
10”
10”
10”
10”
10”
10”
10”
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Weight (lbs.)
16.0
20.0
24.0
32.0
40.0
48.0
64.0
-7-
Scaffold
GUARD RAIL GATES
Part#
AGPF
Weight (lbs)
30.0
Part#
SGA
Weight (lbs)
32.0
Part#
GRG-5DH
Weight (lbs)
49.5
Part# Weight (lbs)
IGP5
16.0
IGP7
21.0
IGP10
34.2
Part# Weight (lbs)
LAGPF
30.0
GUARD RAIL POSTS
Part#
CGGRPF
Part#
CGGRPM
Part#
CGGRPFW/O
Part#
BR20GP
Weight (lbs)
9.2
Weight (lbs)
10.0
Weight (lbs)
9.0
Weight (lbs)
15.0
GUARD RAIL
Part#
GR2
GR3
GR4
GR5
Length (ft.)
2’
3’
4’
5’
TOEBOARDS
-8-
Weight(lbs.)
1.5
2.2
3.0
3.2
Part#
TBE2
TBE5
TBS7
TBS10
Part#
GR6
GR7
GR10
Length (ft.)
6’
7’
10’
Length (ft.)
2’
5’
7’
10’
Weight(lbs.)
4.5
5.0
10.7
Weight (lbs.)
4.2
9.2
13.9
26.6
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Scaffold
GOOSERS (DIAGONAL BRACES)
Part#
GHDB47
GHDB7
GHDB10
Length (ft.)
7’
7’
10’
Width of Frame
4’
5’
5’
Weight (lbs.)
12.2
10.2
13.0
OUTRIGGERS
Part #
OR
Part#
RT01
Weight (lbs.)
20.5
Weight (lbs.)
20.0
SIDE/ END BRACKETS
End Brackets
Part#
BR20E
BR30E
Size (in.)
20”
30”
Weight (lbs.)
7.7
18.2
Part#
BR20L
BR24L
BR30S
BR40L
Size (in.)
20”
24”
30”
40”
Weight (lbs.)
8.5
11.0
21.0
38.0
WARNING
Side Brackets
Part # Weight (lbs.)
SB2842
15.0
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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-9-
Scaffold
STAIR UNITS
Part # Weight (lbs.)
SUH5
10.2
Part # Weight (lbs.)
SU5
64.0
SU6
74.0
Part # Weight (lbs.)
SU5IR
16.0
SU6IR
18.5
Part # Weight (lbs.)
SU5OR
29.0
SU6OR
30.0
Part # Weight (lbs.)
SU5IER
24.0
SU6IER
27.0
VERTICAL ACCESS LADDERS
Ladder Bracket
Part # Height (ft.) Weight (lbs.)
SAU3
3’
9.7
SAU6
6’
18.7
Part # Weight (lbs.)
SAUB
5.7
Access Ladder Starter Bar
- 10 -
Part #
GL5
Weight (lbs.)
8.0
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Scaffold
PUTLOG & PUTLOG COMPONENTS
Part #
P8
P12
Length (ft.)
8’
12’
Weight (lbs.)
27.0
39.0
Part #
P16
P22
Length (ft.)
16’
22’
Weight (lbs.)
61.0
84.0
Part # Weight (lbs.)
PH1
3.2
Part # Weight (lbs.)
PH5
13.5
Part# Weight (lbs.)
PH2
5.0
Part # Weight (lbs.)
PS5
24.0
T-HOIST
HOIST ARM
Part # Weight (lbs.)
H3T
25.0
Part#
H3B
Part#
HA
Weight (lbs.)
17.5
Weight (lbs.)
25.0
COUPLING PINS/ PINS
Part#
CPS
Part#
PTP
Part#
SP
Weight (lbs.)
1.3
Weight (lbs.)
0.12
Weight (lbs.)
0.11
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- 11 -
Scaffold
MISCELLANEOUS ITEMS
Threaded Stud
Part # Weight (lbs.)
TS
0.11
Quick Lock
Wing Nut
Part # Weight (lbs.)
QL
0.12
Part # Weight (lbs.)
WN
0.08
Frame Clamp
Well Wheel
Part # Weight (lbs.)
FC
1.7
Perimeter Guard Rail Post
Part#
PGRP
SHSG
Weight (lbs.)
20.0
Snap Button
Horizontal Diagonal Clamp
Part #
HDC
CST
Weight (lbs.)
1.5
1.5
Scaffold Rack
Part#
SB
Weight (lbs.)
0.04
- 12 -
Part # Weight (lbs.)
WW
13.5
Tie Tubes
Part #
1TT
2TT
3TT
4TT
5TT
6TT
Weight (lbs.)
5.0
7.0
10.0
13.8
16.0
19.0
Adjacent Leg Clamp Base
Part#
SRO
Part#
ALCB
Weight (lbs.)
116.0
Weight (lbs.)
1.0
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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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- 13 -
Light Duty
J-LINE FRAMES
Part#
J4
J6
Width
4’
4’
Height
4’
6’4”
SCREW JACKS
Screw Jack w/ Base Plate
Stud Ctr
3’
4’
Weight (lbs.)
20.0
25.0
CASTERS
Screw Jack w/ Socket
Part#
JAL1S
Part#
JAL1
Part#
JC6R
Weight (lbs.)
7.5
Weight (lbs.)
7.5
Weight (lbs.)
10.5
BASEPLATES
OUTRIGGERS
GUARD RAIL POST
Part#
JBP1
Part#
JRT01
Part#
JGRPF
Weight (lbs.)
2.0
Weight (lbs.)
15.0
Weight (lbs.)
5.5
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
- 14 -
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Systems
VERTICAL POSTS
Part#
SVP3
SVP5
SVP7
SVP8
SVP10
Length
3’6”
5’3”
7’0”
8’9”
10’6”
Weight (lbs.)
13.2
18.8
24.6
30.2
35.8
30” Starter Collar
Part #
SSC30
HORIZONTAL
RUNNERS/BEARERS
Part#
SBR2
SBR33
SBR3
SBR42
SBR45
SBR4
SBR54
SBR5
Length
24”
33”
36”
42”
45”
48”
54”
60”
Weight (lbs.)
6.8
8.3
8.6
10.7
10.2
12.0
13.1
14.2
HORIZONTAL RUNNERS
Part#
SHR6
SHR7
SHR8
SHR9
SHR10
Length
6’
7’
8’
9’
10’
Weight (lbs.)
14.4
16.4
18.4
20.3
22.3
Weight (lbs.)
10.7
HORIZONTAL
TRUSS BEARER
Part#
STB6
STB7
STB8
STB9
STB10
STB14
STB16
STB18
Length
6’
7’
8’
9’
10’
14’
16’
18’
Weight (lbs.)
23.5
27.0
42.4
47.9
58.2
78.7
95.6
104.0
VERTICAL DIAGONALS
Part#
SDW3
SDW4
SDW5
SDW6
SDW7
SDW8
SDW9
SDW10
Length
3’
4’
5’
6’
7’
8’
9’
10’
Height
7’
7’
7’
7’
7’
7’
7’
7’
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Weight (lbs.)
17.7
18.7
19.7
20.6
21.6
26.2
27.2
29.2
- 15 -
Systems
STEEL PLANK
Part#
SSP3
SSP4
SSP5
SSP6
SSP7
SSP8
SSP9
SSP10
Width (in.)
9”
9”
9”
9”
9”
9”
9”
9”
Length (ft.)
3’
4’
5’
6’
7’
8’
9’
10’
Weight (lbs.)
15.1
19.3
23.5
27.7
31.9
36.1
40.2
44.4
BRACKETS
Side Brackets
Knee Out Brackets
Part# Length Weight (lbs)
SBK2
2’
19.1
SBK3
3’
21.8
Part#
SK03
SK045
Length
36”
45”
Weight (lbs)
42.6
46.2
MISCELLANEOUS ITEMS
Screw Jack w/ Base Plate
Swivel Screw Jack
Systems Pry Bar Hammer
Part#
STSJ1
Part#
SSJ
Part#
SPBH
Weight (lbs.)
8.0
Weight (lbs.)
15.0
Weight (lbs.)
2.3
Systems Horizontal Squaring Tool
ITEMS NOT PICTURED
Part #
SCA
SCU12
SCPS
Description
Caster Adapter
12”Urethane Caster
Systems to Sectional
Coupling pin
Systems Hoist Arm
Part #
Weight (lbs.)
SHA
SHST
6.4
© Systems Scaffold is a trademark by Safway Services Inc.
- 16 -
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Weight (lbs.)
9.6
26.5
2.3
13.8
Systems
STEEL PLANK& Clamp
Tube
STANDARDS
Part#
S17T
S17
S33
S411
S66
S99
Height (ft)
1’7”
1’7”
3’3”
4’11”
6’6”
9’9”
Weight (lbs)
6.0
6.0
11.9
18.0
21.0
30.2
Part# Length (ft)
SP3
3’
SP4
4’
SP5
5’
SP60
6’
SP7
7’
SP8
8’
SP10
10’
HORIZONTAL
Part#
H20
H30
H36
H40
H50
Part#
H60
H70
H80
H100
DIAGONAL
LOAD BEARING
Length (ft)
Weight (lbs)
2’0”
6.0
3’0”
8.3
3’6”
9.4
4’0”
10.5
5’0”
12.8
NON-LOAD BEARING
Length (ft)
Weight (lbs)
6’0”
15.0
7’0”
17.3
8’0”
19.5
10’0”
24.0
Base Collar
Part#
BC
Weight (lbs.)
3.5
Weight (lbs)
15.0
19.3
23.0
27.0
32.0
35.0
44.0
Part# Length (ft)
D30
3’0”
D36
3’6”
D40
4’0”
D50
5’0”
D60
6’0”
D70
7’0”
D80
8’0”
D100
10’0”
Caster Base Collar
Part#
CBC
Weight (lbs.)
7.0
Weight (lbs)
16.9
17.3
17.6
18.6
19.7
21.5
22.2
25.0
Screw Jack W/ Base
Part#
SJ20
Weight (lbs.)
13.8
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- 17 -
Systems
STAIR STRINGERS
HOIST
STRINGERS
Part#
Weight (lbs)
SSL7
49.0
SSR7
49.0
STAIR TREADS
Part#
Weight (lbs)
ST30
13.8
Part #
SH
WW
Weight (lbs.)
25.0
13.5
HORIZONTAL TRUSS
Part #
HT7
HT8
HT10
LOAD BEARING
Length (ft.)
7’0”
8’0”
10’0”
BOARD BRACKETS
SIDE
BRACKETS
Part# Length (ft) Weight (lbs)
USB20
2’0”
14.0
SB30
3’0”
21.0
SB36
3’6”
31.0
- 18 -
Weight (lbs,)
24.5
38.8
39.6
Part#
BB01
BB18
BB27
Length (ft) Weight (lbs)
0’10”
8.0
1’8”
12.5
2’7”
3.7
WWW.ALLAMERICANSCAFFOLD.COM
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Tube & Clamp
STEEL TUBES
Part#
ST4SG
ST6SG
ST8SG
ST10SG
ST13SG
ST16SG
Length (ft.)
4’
6’
8’
10’
13’
16’
Weight (lbs)
10.5
13.5
16.7
20.5
26.5
30.5
CLAMPS
Part#
CRA19
CSA19
Description Weight
Right Angle 2.7
Clamp
Swivel
3.5
Clamp
Part#
GRAVLOCK
Weight (lbs.)
3.25
TUBE & CLAMP BASE PLATES
Part#
BP1SG
Part#
BP10SG
Part#
BP2SG
Weight (lbs.)
3.2
Weight (lbs.)
3.7
Weight (lbs.)
3.5
TUBE & CLAMP WRENCHES
Part#
S717
Part #
SW
Weight (lbs.)
2.03
Weight (lbs.)
2.0
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- 19 -
Shoring
FRAMES
Part#
SH23
SH24
SH25
SH26
Width (ft)
2’
2’
2’
2’
Height (ft)
3’
4’
5’
6’
Weight (lbs)
25.0
37.0
45.0
58.0
Part#
SH43
SH44
SH45
SH46
Width (ft)
4’
4’
4’
4’
Height (ft)
3’
4’
5’
6’
Weight (lbs)
34.0
46.0
54.0
67.0
SCREW JACKS/ BASE PLATES/ U-HEADS/ACCESSORIES
Screw Jack
Part#
SHSJ
Base Plate
Part#
SHBPS
Weight (lbs.)
15.0
Coupling Pin
Weight (lbs.)
8.0
Rivet and Hitch Pin
U Head
Part#
SHSJ
Part#
SHRH
Part#
SHUHS
Weight (lbs.)
15.0
Weight (lbs.)
0.4
Weight (lbs.)
12.0
- 20 -
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Adjust – A – Shore
FRAMES
ADJUSTABLE FRAMES
Part# Height Width Weight
AS45 5’4”
4’
55.0
Part# Height Width Weight
AS24 4’4”
2’
37.0
BASE FRAMES
Part# Height Width Weight
AS46 6’
4’
66.0
Part# Height Width Weight
AS25 5’
2’
50.0
BRACES
GOOSERS
Part#
B44
B54
B64
B74
B104
Span Between
Frames
4’
5’
6’
7’
10’
Weight
8.7
10.0
11.5
12.3
16.5
Part#
G4
G5
G6
G7
G10
Length (ft.)
4’
5’
6’
7’
10’
WWW.ALLAMERICANSCAFFOLD.COM
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Weight (lbs.)
9.0
10.0
10.5
11.0
14.0
- 21 -
Adjust – A – Shore
SCREW JACKS/ BASE PLATES/ U-HEADS
Part#
SJBPX
Part#
SJU88
Weight (lbs.)
21.0
Weight (lbs.)
22.0
MISCELLANEOUS PARTS
Coupling Pins
Adjust-A-Shore Pins
Part#
HXCP
Part#
ASP
Part#
SH8
Weight (lbs.)
1.5
Weight (lbs.)
1.5
Weight (lbs.)
5.0
Shoring Pigtail Pins
Junior Beam Clamps
Swivel Clamp
Part#
SPTP
Part#
JBC
Part#
HDSA238
Weight (lbs.)
0.3
Weight (lbs.)
0.5
Weight (lbs.)
3.5
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
G10
B104
4
2
2
SJBPXC
4
SJU88
4*
BC23
Weight
(lbs)
337
4
4
4
4
4
4
4*
497
8
4
508
8
4
4
HXCP
6
6
4
4
4
4
4*
4
4
4
689
849
BC23
Weight
(lbs)
668
4
G10
2
171
B104
4
2
2
SJBPXC
4
SJU88
4*
305
4
4
4
4
4
4
4
4
4
4*
4
4*
4
4
454
588
439
* SJU88C REQUIRED IN PLACE OF SJU88 (SPACER CAP MUST BE ADDED)
- 22 -
4
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2
139
Post Shores
POST SHORES
Part#
PS18T
PS28T
PS38T
Weight (lbs.)
19.0
24.0
30.0
Part#
PSB
Heights (ft.)
5’11” – 10’9”
7’11” – 12’9”
10’5” – 14’11”
Weight (lbs.)
29.0
Heights include part # PSB
Weights include a 4” by 8” U-Head
Load Capacities for the above Post Shores (lbs.)
Height
6’
Braced
7000
Unbraced 7000
Part#
300
350
550
7’
7000
7000
8’
6750
7000
Weight (lbs.)
48.0
58.0
78.0
9’
6500
5500
10’
6500
4800
11’
6000
4000
12’
5800
3000
13’
5500
2500
14’
5300
2300
Heights (ft.)
5’6” – 9’10”
6’5” – 11’5”
9’10” – 18’0”
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)
WWW.ALLAMERICANSCAFFOLD.COM
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- 23 -
Swing Stage
MOTORS & ACCESSORIES
Part#
Rated Capacity (lbs.)
Lifting Speed (fpm.)
Weight (lbs.)
Type kW
Voltage
Amperage
Phase
GPHM
1000
35
109.0
1.1
220
9.5
Single
*110 & Air motors are
also available upon
request*
Wire Rope:
Diameter
Min. breaking strength (lbs.)
Construction
Thimble
Fist Grip
5/16”
10,000
4 x 26 galvanized or
6 x 19 IWRC
Shackle
Part#
TH036S
Part#
THO21S
Part#
TH037
Weight (lbs.)
0.1
Weight (lbs.)
0.3
Weight (lbs.)
1.4
MODULAR SWINGS
Part#
GPH1/2M
GPH1M
GPH2M
GPH3M
- 24 -
Length (meters)
1/2 METER
1 METER
2 METER
3 METER
Weight (lbs)
36.0
50.0
88.0
132.0
Part#
GPH90
GPH45
GPH30
Degrees
90
45
30
Weight (lbs)
45.0
41.0
38.0
*Please contact us for designing or
engineering on our modular angle
swings*
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Swing Stage
STIRRUPS
Modular Stages
Walk Thru Center for Modular Stages
Part#
GPHES
Part#
GPHSC
Weight (lbs.)
56.0
Weight (lbs.)
112.0
Werner Stages
Modular End Gate
Part#
GPHEG
Part#
GPHSW
Weight (lbs.)
10.0
Weight (lbs.)
46.0
OTHER WORK PLATFORMS
Griphoist Work Cage
Griphoist Bosun Chair
Griphoist Collapsible Cage
Part#
GPHCG
Part#
GPHC
Part#
GPHCWC
Weight (lbs.)
140.0
Weight (lbs.)
60.0
Weight (lbs.)
90.0
WALL BUMPERS / ROLLERS
Black Foam Bumper
Mullion Roller
Part#
GPWBC
Weight (lbs.)
18.0
WWW.ALLAMERICANSCAFFOLD.COM
CONTACT US AT: SALESDM@ALLAMERICANSCAFFOLD.COM
Part#
WRA
Weight (lbs.)
10.0
- 25 -
Part #
TH022
- 26 -
Weight (lbs.)
9.5
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Swing Stage
BEAM CLAMPS
Part #
SLBC
CORNICE HOOK W/ SHACKLES
Weight (lbs.)
10.0
Part#
Size
THO1612 12”
TH01624 24”
Weight (lbs)
50.0
60.0
Skybeam
Part#
SARB
SCR
SCB
SFL
SFLS
SLP
Description
SKYBEAM Aluminum Roof Beam
SKYBEAM Caster
SKYBEAM Counterweight Beam
SKYBEAM Front Leg Inclined
SKYBEAM Front Leg Support
SKYBEAM Locking Pins
WWW.ALLAMERICANSCAFFOLD.COM
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Weight (lbs.)
148.0
12.0
70.0
92.0
35.0
1.0
- 27 -
Swing Stage
RIGGING EQUIPMENT
Weight Hangers
Counter Weights
Part#
TH014
Part #
TH243
Weight (lbs.)
46.0
Weight (lbs.)
55.0
Aluminum Beam
Part #
TH024
Weight (lbs.)
111.0
Parapet Clamps
Part #
GPHAP
ELECTRIC CORD
8/3, 30 Amp, 250 Volt Cord
with twist lock plugs & connectors
various sizes available.
MANUAL WINCH
Part#
TU17
Weight (lbs.)
55.0
- 28 -
Part #
TH017
Weight (lbs.)
43.0
Weight (lbs.)
59.0
PIGTAIL
Part#
PAP1
PAP2
PAP3
PAP4
Description
Pigtail 230V w/male and female connectors
Pigtail 230V female w/110 male connector
Pigtail 230V female with bare end
Pigtail 230V male with bare end
ADJUSTABLE BEAM CLAMP
Part#
BCA
Weight (lbs.)
WWW.ALLAMERICANSCAFFOLD.COM
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Swing Stage
COMPONENTS FOR OUTRIGGER
Frames
Part #
OBSF4
Braces
Part#
B103
B104
B123
B124
Weight (lbs.)
74.8
Casters
Length (ft)
10’
10’
12’
12’
Screw Jack
Weight (lbs)
15.8
16.5
27.4
28.0
Screw Jack w/ Plate
Part#
C8S
Part#
AL1
Part#
AL1S
Weight (lbs.)
17.0
Weight (lbs.)
13.8
Weight (lbs.)
15.0
HI-LO
Collapsible Cage
Drill & Stirrup
Part#
Weight (lbs.)
Load (lbs.)
Speed (fpm)
Dimensions
Cage
HLM
138.0
1,000 per unit
22
32”W x 10”D x 61”H
Wire Rope
Part#
HLCC
Weight (lbs.)
130.0
Electric Cord
Part#
HLC
Weight (lbs.)
165.0
5/16” Diameter
6x31 right regular lay
Breaking strength 9000 lbs
Volts
110
110
Length
100’
150’
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- 29 -
Altrex Swing Stage
Part #
AGR1
A1M
AGR1/2
A1/2M
AGR2
A2M
AGR3
A3M
AAC
AC
ACS
AEGR
AGRP
AQP
AU
AWB
- 30 -
Description
ALTREX 1 METER GUARD RAIL
ALTREX 1 METER STAGE SECTION
ALTREX 1/2 METER GUARD RAIL SECTION
ALTREX 1/2 METER STAGE SECTION
ALTREX 2 METER GUARD RAIL
ALTREX 2 METER STAGE PLATFORM
ALTREX 3 METER GUARD RAIL
ALTREX 3 METER STAGE PLATFORM
ALTREX ADJUSTABLE CORNER SECTION
ALTREX CASTER
ALTREX CENTER STIRRUP
ALTREX END GUARD RAIL
ALTREX GUARD RAIL POST
ALTREX QUICK PIN
ALTREX U-CONNECTOR
ALTREX WALL BUMPER
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Weight (lbs)
2.0
15.0
1.5
8.0
4.0
25.0
6.0
38.0
128.0
12.0
140.0
10.0
2.0
0.7
14.0
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'
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
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
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
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
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
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
Req'd # of CW's
Do
Do
Do
Do
28
24
22
Front Reaction
Rear Reaction
Not
Use
Not
Use
Not
Use
Not
Use
1450
1640
1420
1420
1390
1310
Req'd # of CW's
18"
24"
30"
33"
36"
42"
48"
17'
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)
10 Foot Spacing
12 Foot Spacing
18"
24"
26"
30"
33"
36"
42"
48"
Cross Braces Required
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
Req'd # of CW's
7
10
11
13
15
16
19
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
22
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
Indicates anticipated load (lbs.) imposed on the structure at each rear frame leg when required number of counterweights are
installed
Rear Leg Reaction -
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- 31 -
Fall Safety
Harness
Maker
Tractel
Tractel
Safewaze
Part#
A742
A732
1311
Description
Quick connect legs, Side D-rings
Quick connect legs
Adjustable back pad, back D-ring,
waist D-ring, & Shoulder pads
(M,L,XL)
LANYARDS AND TIEOFFS
Part #
C1103G
Length (ft.)
3’
C1106G
6’
C1126E
6’
C1106E
6’
V4135
V4260C1
3’
Fisk Descender
Description
3’ Shock Absorbing Lanyard w/ ¾ snap
Hooks on both ends
6’ Shock Absorbing Lanyard w/ ¾ snap
Hooks on both ends
6’Shock Absorbing Lanyard , 2 arms w/
One ¾ snap hook and two 2 ¼” snap hooks
6’ Shock Absorbing Lanyard with ¾” and
2 ¼” snap hooks
3’ Anchor sling pass though tie off adapter
Slice Safe with Carabiner
Carabiner
Part#
2103189
Weight (lbs.)
1.3
Rope Grab
Part#
2000523
Weight (lbs.)
0.5
Boatswain Chair
Part #
RG-5834-2L
RG-5834-6LS
Description
5/8” or ¾” Rope Grab with 2’ Lanyard
5/8” or ¾” Rope Grab with 6’ Shock
Absorbing Lanyard
ROPE
Part#
1001140
Weight (lbs.)
6.6
Retractable Lifelines
Types of Rope
-Descending Rope
-3/4” Fall Safety Rope
-5/8” Fall Safety Rope
Available upon request
- 32 -
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Stages
WERNER STAGES
Narrow Stages
Part#
2412
421412
2416
421416
2420
421420
2424
421424
2428
421428
2430
2432
GREEN BULL STAGES
Weight (Lbs)
40.0
38.0
58.0
56.0
85.0
81.0
109.0
96.0
127.0
129.0
174.0
186.0
Load
Capacity
500.0
500.0
500.0
500.0
500.0
500.0
500.0
500.0
500.0
500.0
500.0
500.0
Length (ft)
12’
12’
16’
16’
20’
20’
24’
24’
28’
28’
30’
32’
Width (In)
14”
14”
14”
14”
14”
14”
14”
14”
14”
14”
14”
14”
Weight (Lbs)
43.0
64.0
92.0
80.0
115.0
111.0
155.0
133.0
214.0
188.0
246.0
243.0
333.0
273.0
375.0
Load
Capacity
750.0
750.0
750.0
750.0
750.0
750.0
750.0
750.0
750.0
750.0
750.0
750.0
750.0
750.0
750.0
Length (ft)
8’
12’
16’
16’
20’
20’
24’
24’
28’
28’
32’
32’
36’
36’
39’
Width (In)
24”
24”
24”
24”
24”
24”
24”
24”
24”
24”
24”
24”
24”
24”
24”
Wide Stages
Part#
3108
3112
3116
432416
3120
432420
3124
432424
3128
432428
3132
432432
3136
432436
3139
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Aluminum Extension Plank
Werner Extension Planks
Part#
Weight (lbs.)
Closed Position
PA206
31.0
6’
PA208
40.5
8’
PA210
56.5
10’
Open Position
9’
13’
17’
Load Capacity (Lbs.)
250.0
250.0
250.0
Green Bull Extension Planks
Part#
Weight (lbs.)
Closed Position
1406
33.0
6’
1408
43.0
8’
1410
53.0
10’
Open Position
9’
13’
17’
Load Capacity (Lbs.)
250.0
250.0
250.0
Trash Chutes
Parapet
Outrigger
Part#
0300
0301
0305
0310
0311
0319
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Intermediate
Hopper
w/chains
Intake Hopper
w/ chute
150’ Manual
Winch
Description
Chute Section w/ Chains
Intake Hopper w/ Chains
Intermediate Hopper w/Chains
Basic Support Frame w/ Chains
Parapet Outrigger Assembly
150’ Manual Winch
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Weight (lbs.)
32.0
58.0
61.0
62.0
92.0
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
Part#
SP63X
SP66X
Height (ft.)
3’
3’
Length (ft.)
6’
6’
Width (in.)
30”
30”
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
Includes
- 4 Outriggers
- 4 Casters
- 4 Snap Pins
Includes
- 2 Guard Rails
- 4 Hinge Pins
Picture is a SP6 with SP6GRA
Plywood Plank
Part#
SP6NORA
Casters
Part#
SPP6
Part#
SP6C5
Weight (lbs.)
30.0
Weight (lbs.)
3.5
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Weather Enclosures
Part #
Description
WGH
Weather Guard Hoop
WGB
Weather Guard Base (10’)
WGL
10’ Extension Leg
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.
Miscellaneous Items
Wind Clips
Ratchet & Strap
Part #
WC
Part #
RS27
Length (ft.)
27’
Weight (lbs.)
0.1
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Ladder Hoists
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*
Stages
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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.
Erection/Tear Down
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.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
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.
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.
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.
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.
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 ______________.
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.
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.
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.
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.
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.
Accident Notification – CUSTOMER agrees to notify COMPANY immediately of any accident involving the Equipment, owned by
COMPANY.
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.
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.
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.
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.
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.
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.
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.
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- 39 -
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.
K.
L.
M.
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.
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.
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.
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.
III.
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.
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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- 41 -
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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- 43 -
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
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.
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.
A.
II.
B.
1.
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WIRE ROPE AND HARDWARE
USE ONLY WIRE ROPE AND ATTACHMENTS as specified by the hoisting machine manufacturer.
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2.
3.
4.
5.
C.
D.
E.
ASSURE THAT WIRE ROPE IS LONG ENOUGH to reach to the lowest possible landing.
CLEAN AND LUBRICATE WIRE ROPE in accordance with the wire rope manufacturer’s instructions.
HANDLE WIRE ROPE WITH CARE.
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.
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.
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.
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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- 45 -
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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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
President
Do you use
Purchase Orders
Bank
Name
Bank
Address
Controller
Y
N
Anticipated
$
Balance
Contact Person(s)
Name
City
Years in
Business
Prepared
by:
Who is authorized
to Rent/Buy
Bank
Phone #
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*
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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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Notes:
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