RSS-S SERIES
POLES
Cat.#
Type
Job
Approvals
ROUND STRAIGHT STEEL
APPLICATIONS
• Lighting installations for side and top mounting of luminaires with effective projected area (EPA) not exceeding maximum
allowable loading of the specified pole in its installed geographic location
CONSTRUCTION
• SHAFT: One-piece straight steel with round cross section, Minimum yield of 46,000 psi (ASTM-A500, Grade C); Longitudinal
weld seam to appear flush in shaft wall; Steel base plate with axial bolt circle slots welded flush to pole shaft having minimum yield of 36,000 psi (ASTM A36)
• BASE COVER: Two-piece square aluminum base cover included standard
• POLE CAP: Pole shaft supplied with removable cover when applicable; Tenon and post-top configurations also available
• HAND HOLE: Rectangular 3x5 steel hand hole frame (2.38” x 4.38” opening); Mounting provisions for grounding lug
located behind gasketed cover
• ANCHOR BOLTS: Four galvanized anchor bolts provided per pole with minimum yield of 55,000 psi (ASTM F1554).
Galvanized hardware with two washers and two nuts per bolt for leveling
FINISH
• Durable thermoset polyester powder coat paint finish with nominal 3.0 mil thickness
• Powder paint prime applied over “white metal” steel substrate cleaned via mechanical shot blast method
• Decorative finish coat available in seven standard colors; Custom colors available; RAL number preferable;
Round Straight and Tapered Poles
Internal protective coating available
Straight Square
Overall
Height 10' - 30'
(All excluding RTA Group 1
& RTS Group 2)
and Tapered Poles
Anchor Bolt
Location in
Relation
to Shaft
Rotation
Anchor Bolt
Location in
Relation
to Shaft
Rotation
Handhole
Handhole
18"
POLE CAP
TENON
BASE COVER
Handhole
BASE DETAIL
Base Plate
Bolt Square (Inner)
Handhole
Bolt Circle (Outer)
Bolt Projection
Flat Washer
Hex Nut
90˚
270˚
Anchor Bolt
Hex Nut
Flat Washer
Bolt Square (Outer)
0˚
Grout with drain
Optional
Level Foundation
Bolt Circle (Inner)
180˚
ORDERING INFORMATION
ORDERING EXAMPLE:
RSS S
SERIES
25
40
A/B/C
SHAFT
1
Reference page 2
Ordering matrix
Steel Pole
Spaulding
Reference page 2
Ordering matrix
11
2L2L2
2L
S2
THICKNESS
MOUNTING
DRILL PATTERN
Reference
page 2
Ordering
matrix
3T
1 Single arm mount
S2 Spaulding
2L
12L
22
2L
MOUNTING ORIENTATION
1
2
122L
23Y3T
2L
23T
3T4
3Y
3T
4
3Y3Y
3Y
3T3T
Denotes handhole location
44
Denotes
Denoteshandhole
handholelocation
location
ACCESSORIES- Order Separately
3Y
3Y 4
4
Catalog Number
Description
DenotesDenotes
handhole
locationlocation
handhole
VM2SXX
4
2L Two fixtures at 90˚
2nd mode vibration damper
POLE TOP
3Y Three fixtures at
120˚
4
TA
TB
TC
OT
DB
#2
2 bolt 3.5”
pattern
2 Two fixtures at 180˚
3T Three fixtures at 90˚
1
Engineering of
footing by others
Reference page 2 for available configurations
HEIGHT
RSS-S Round Straight
(RTA Group 1 &
RTS Group 2)
3.875
.875
Four fixtures at 90˚
3.5
Tenon (2.375” OD)
Tenon (2.875” OD)
Tenon (3.5” OD)
No drilling (includes pole cap)
Ø .875
HOLE
Ø .563
3 HOLES
#2 DRILL PATTERN
UL
FINISH
DB
BL
WH
GR
PS
RD
Dark Bronze
Black
White
Gray
Platinum Silver
Red
(premium
color)
FG Forest Green
(premium
color)
CC Custom Color
OPTIONS
HSC Internal Coating
(Hubbell Seal)
GFI1 20 Amp GFCI Receptacle and Cover
EHH1 Extra Handhole
C051 .5” Coupling
C071 .75” Coupling
C201 2” Coupling
MPB1 Mid-pole Luminaire
Bracket
VM1 1st mode vibration
damper
VM2 2nd mode vibration
damper
LAB Less Anchor Bolts
UL UL Certified
1 Specify option location using logic found on page 2 (Option Orientation)
RBC
Round Base
Cover
Spaulding Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678-1000
Denotes
handhole
location
Denotes
handhole
location Due to our continued efforts to improve our products, product specifications are subject to change without notice.
© 2015 SPAULDING LIGHTING, All Rights Reserved • For more information visit our website: www.spauldinglighting.com • Printed in USA RSS-S POLES-SPEC 10/15
ORDERING INFORMATION Cont.
Height
Catalog Number
Feet
Nominal
Shaft Dimensions
Wall
Thickness
Bolt Circle
(suggested)
Bolt Circle
(range)
Bolt Square
(range)
Base Plate
Square
Base Plate
Thickness
Anchor bolt size
Bolt Projection
Pole
weight
RSS-S-10-40-A
10
3.0
4" round
0.125”
9”
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
52
RSS-S-12-40-A
12
3.7
4" round
0.125”
9”
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
62
RSS-S-14-40-A
14
4.3
4" round
0.125”
9”
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
72
RSS-S-16-40-A
16
4.9
4" round
0.125”
9”
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
83
RSS-S-18-40-A
18
5.5
4" round
0.125”
9”
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
93
RSS-S-20-40-A
20
6.1
4" round
0.125”
9”
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
103
RSS-S-10-40-B
10
3.0
4" round
0.188"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
77
RSS-S-12-40-B
12
3.7
4" round
0.188"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
92
RSS-S-14-40-B
14
4.3
4" round
0.188"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
107
RSS-S-16-40-B
16
4.9
4" round
0.188"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
122
RSS-S-18-40-B
18
5.5
4" round
0.188"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
138
RSS-S-20-40-B
20
6.1
4" round
0.188"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
153
RSS-S-10-45-A
10
3.0
4.5" round
0.125"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
58
RSS-S-12-45-A
12
3.7
4.5" round
0.125"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
70
RSS-S-14-45-A
14
4.3
4.5" round
0.125"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
82
RSS-S-16-45-A
16
4.9
4.5" round
0.125"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
93
RSS-S-18-45-A
18
5.5
4.5" round
0.125"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
105
RSS-S-20-45-A
20
6.1
4.5" round
0.125"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
117
RSS-S-25-45-A
25
7.6
4.5" round
0.125"
9"
7.5" - 10"
5.30" - 7.07"
9"
0.75
3/4" x 30" x 3"
3.5
146
RSS-S-10-50-B
10
3.0
5" round
0.188"
11"
8.0" - 11"
5.66" - 7.78"
10.25
1.0
3/4" x 30" x 3"
3.75
97
RSS-S-12-50-B
12
3.7
5" round
0.188"
11"
8.0" - 11"
5.66" - 7.78"
10.25
1.0
3/4" x 30" x 3"
3.75
116
RSS-S-14-50-B
14
4.3
5" round
0.188"
11"
8.0" - 11"
5.66" - 7.78"
10.25
1.0
3/4" x 30" x 3"
3.75
135
RSS-S-16-50-B
16
4.9
5" round
0.188"
11"
8.0" - 11"
5.66" - 7.78"
10.25
1.0
3/4" x 30" x 3"
3.75
155
RSS-S-18-50-B
18
5.5
5" round
0.188"
11"
8.0" - 11"
5.66" - 7.78"
10.25
1.0
3/4" x 30" x 3"
3.75
174
RSS-S-20-50-B
20
6.1
5" round
0.188"
11"
8.0" - 11"
5.66" - 7.78"
10.25
1.0
3/4" x 30" x 3"
3.75
193
RSS-S-25-50-B
25
7.6
5" round
0.188"
11"
8.0" - 11"
5.66" - 7.78"
10.25
1.0
3/4" x 30" x 3"
3.75
242
Anchor Base Detail
90°
Arm 2
Meters
180°
RSS-S-20-60-C
20
Bolt Slots/Holes
6.1
RSS-S-25-60-C
25
Bolt Circle
7.6
As viewed
RSS-S-30-60-C
from top
of pole.
270°
Arm 1
30
180°
6"
9.190°
round
0.250"
Bolt Slots/Holes
11"
9.0" - 11"
6.36" - 7.78"
10.25
1.0
1" x 36" x 4"
4.5
307
6" round
Bolt Circle0.250"
11"
9.0" - 11"
6.36" - 7.78"
10.25
1.0
1" x 36" x 4"
4.5
384
0.250"
11"
9.0" - 11"
6.36" - 7.78"
10.25
1.0
1" x 36" x 4"
4.5
461
6" round
As viewed
from top
of pole.
Arm 2
270°
Arm 1
NOTE Factory supplied template must be used when setting anchor bolts. Hubbell Lighting will deny any claim for incorrect anchorage placement resulting from failure to use factory supplied template and anchor bolts.
Bolt Square
0°-Handhole
Bolt Square
EHH - EXTRA C05 - C07 - C20 HANDHOLE
COUPLING
0°-Handhole
VM2 - VIBRATION DAMPER
2ND MODE
VM2SXX - VIBRATION DAMPER
2ND MODE
BASE COVER
2” -11.5 NPSM Threads
VM2S08 – 8'
VM2S12 – 12'
VM2S16 – 16'
VM2S20 – 20'
Overall
VM2S24 – 24'
3/4” - 14 NPSM Threads
1/2” - 14 NPSM Threads
Height 10'-30'
VIBRATION
DAMPER
Factory installed,
internal
damper designed
2ND MODE
to alter pole resonance to reduce movement
and material fatigue caused by 2nd mode
vibration.
Provision for Grounding
GFI – 20 AMP GFCI
RECEPTACLE & COVER
BASE COVER
MPB - MID POLE BRACKET
Round Steel Pole
Round Steel Pole
Standard hand
hole frame
Adapter plate
Gasket
20 AMP GFCI
Overall
10'-30'
AttachmentHeight
stub
5” long
welded to pole
2” pipe tenon
4.25” tall
Field installed, internal damper designed to
alter pole resonance to reduce movement
and material fatigue caused by 2nd mode
vibration.
OPTION ORIENTATION
Follow the logic below
when ordering location specific
18"
options. For each option, include its orientation (in degrees)
and its height (in feet). Example: Option C07 should be
ordered as: RSS-S-20-40-A-TA-DB-CO7-0-15
(.5” coupling on the handhole/arm side of pole, 15 feet up
from
the pole base) 1’ spacing required between option.
VIBRATION
DAMPER
2ND
MODE
Consult
factory for other configurations.
Bolt Square (Outer)
18"
Wet Locations
In-use Cover
Height of option in feet
0˚
Bolt Square (Inner)
Handhole
Bolt Circle (Outer)
Bolt Square (Outer)
Square (Inner)
Arm, 3”0˚ Sq. Bolt
x 13.5”
long
ships separately
Bolt Circle (Outer)
90˚
270˚
Handhole
Bolt Circle (Inner)
90˚
270˚
180˚
Bolt Circle (Inner)
TENON
For more information about pole vibration and vibration dampers, please consult http://cdn.spauldinglighting.com/content/products/literature/literature_files/Pole_Wind_Induced_Flyer_HLOI0022.pdf
Due to our continued efforts to improve our products, product specifications are subject to change without notice.
180˚
TENON
Spaulding Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678-1000
Due to our continued efforts to improve our products, product specifications are subject to change without notice.
© 2015 SPAULDING LIGHTING, All Rights Reserved • For more information visit our website: www.spauldinglighting.com • Printed in USA RSS-S POLES-SPEC 10/15
ASCE7-05
WIND MAP
FLORIDA REGION WIND MAP
130
90
100
110
120
85
120
140
115
115
150
130
120
130
130
90
90
Wind Map
150
140
140
150
140
United States and Canada
160
150
170
140
160
170
180
140
150
180
140
Special Wind Region
(Consult Local Authorities)
90
140
100
130
110 120
HAWAII – 105 mph
PUERTO RICO – 145 mph
150
NOTES:
wind
Load
Rating
- 3 second gust
wind 30’
speeds
• ValuesASCE
are 7-05
based
onmap
50EPA
year
mean
recurrence
interval
above
Cataloggrade.
Number
85
90
100
110
120
105
• Hawaii
has an 10521.0
mph wind
RSS-S-10-40-A
18.7 velocity.
15.0
12.2
10.1
13.5
• Puerto
Rico has a 16.8
125 mph
velocity.
RSS-S-12-40-A
14.8wind11.8
9.5
7.7
10.5
• Caution
must be exercised
in determining
RSS-S-14-40-A
13.6
12.0
9.4
7.4wind velocities
5.9
8.3
in special wind areas such as:
RSS-S-16-40-A
11.1
9.7
7.5
5.8
4.5
6.6
Mountainous Regions
RSS-S-18-40-A
9.0
7.8
5.8
4.4
3.3
5.1
Areas surrounding the Great Lakes or other large bodies
RSS-S-20-40-A
4.5
3.1
2.2
3.8
of water or open7.2land. 6.2
Areas subject to extreme wind conditions, such as
RSS-S-10-40-B
31.1
27.7
22.4
18.4
15.3
20.2
hurricanes, typhoons,
cyclones,
and tornadoes.
Areas adjacent 25.0
to airports.
RSS-S-12-40-B
22.3
17.9
14.5
12.0
16.1
Any specific area
a known
or suspected
abnormally
RSS-S-14-40-B
20.6with 18.3
14.6
11.7
9.6
13
high intermittent
wind 15.2
condition
RSS-S-16-40-B
17.2
12.0caused
9.5 by geography,
7.7
10.7
adjacent structures, or other specific local conditions
RSS-S-18-40-B
12.6in National
9.8
7.6
6.1Service
8.6
that may not be14.3
recorded
Weather
RSS-S-20-40-B
11.8
10.3
7.9
6.0
4.7
6.9
records.
• Allowable pole EPA for jobsite wind conditions must be
equal
to or greater25.0
than fixture
RSS-S-10-45-A
24.3 EPA.
19.5Responsibility
16.0
13.5lies with
17.6
the specifier for correct pole selection based on AASHTO
RSS-S-12-45-A
21.8
19.4
15.4
12.6
10.6
13.9
wind map and job location.
• Florida region wind map above is based upon 3-second
gust winds and the 2010 Florida Building Code
FloridaAlways
Building Code 2010 EPA Load Rating - 3 second gust wind speeds
• The Wind Map is intended only as a general guide.
wind
145 consult local authorities to determine maximum
Catalog Number
6.8
5.1
115
velocities, gusting and unique wind conditions for each
RSS-S-10-40-A
25.0
specific application.
RSS-S-12-40-A
21.0
• CAUTION: Wind speeds and listed EPAsRSS-S-14-40-A
are for ground 17.5
mounted installations. Poles mounted on structures (such
RSS-S-16-40-A
2.9 as bridges and buildings) must consider vibration
14.2
and
guide. 11.6
RSS-S-18-40-A
2 coefficient of height factors beyond this general
RSS-S-20-40-A
1.2 Consult AASHTO standards.
9.5
• Extreme Wind Events: Hurricanes, Typhoons, Cyclones, or
Tornadoes expose poles to flying debris, wind shear, and
RSS-S-10-40-B
10.4other unpredictable aerodynamic forces not
indicated by 25.0
RSS-S-12-40-B
8.1 the wind velocity ratings.
25.0
• Pole Strength Limited Warranty: Standard,
unmodified Kim
RSS-S-14-40-B
6.4
22.5
undamaged by 18.9
5.1 lighting Poles installed as recommended,RSS-S-16-40-B
corrosion, or lack of maintenance, shall withstand steady
RSS-S-18-40-B
3.9 wind conditions as provided on page 2 (Allowable
Pole 15.6
RSS-S-20-40-B
2.9 EPA). Installation of poles without luminaires,
13.0
or attachment
of any unauthorized accessories to poles shall void this
warranty.
3.9
120
130
140
150
160
170
180
23..5
20.0
17.0
14.5
12.5
11.0
10.0
19.0
16.0
13.5
11.5
9.5
9.0
8.0
15.7
13.0
10.8
9.0
7.5
7.0
6.5
13.0
10.5
8.5
7.0
5.8
5.0
4.5
10.4
8.2
6.8
5.4
4.4
4.0
3.6
8.4
6.5
5.2
4.0
3.0
2.8
2.5
25.0
25.0
22.0
19.0
16.5
15.2
13.4
25.0
20.8
17.6
15.1
13.0
12.0
10.6
20.4
17.2
14.4
12.2
10.4
10.0
8.8
17.0
14.1
11.7
9.8
8.2
7.5
7.0
14.1
11.5
9.4
7.7
6.4
6.0
5.7
11.6
9.3
7.5
6.0
4.8
4.0
3.5
9.1
RSS-S-10-45-A
25.0
25.0
25.0
22.0
19.9
17.2
15.0
13.4
7.1
RSS-S-12-45-A
25.0
24.7
20.5
17.5
16.0
13.9
12.0
10.6
RSS-S-14-45-A
17.9
15.8
12.4
10.1
8.4
11.1
5.6
RSS-S-14-45-A
22.0
20.0
16.8
14.2
13.3
11.4
10.0
8.7
RSS-S-16-45-A
14.8
13.0
10.1
8.1
6.7
8.9
4.4
RSS-S-16-45-A
18.6
16.8
13.8
11.5
11.0
9.3
8.0
7.0
RSS-S-18-45-A
12.1
10.6
8.0
6.3
5.2
7
3.3
RSS-S-18-45-A
15.4
13.8
11.2
9.1
8.3
7.6
6.5
5.6
RSS-S-20-45-A
9.9
8.5
6.3
4.9
3.9
5.4
2.4
RSS-S-20-45-A
12.7
11.3
9.0
7.2
6.8
6.2
5.2
4.4
RSS-S-25-45-A
5.7
4.7
3.0
2.0
1.5
2.4
NR
RSS-S-25-45-A
7.6
6.5
4.9
3.5
3.3
3.1
2.8
2.2
RSS-S-10-50-B
25.0
25.0
25.0
25.0
25.0
25.0
17.7
RSS-S-10-50-B
25.0
25.0
25.0
25.0
25.0
23.6
20.8
18.4
RSS-S-12-50-B
25.0
25.0
25.0
24.8
20.8
25.0
14.3
RSS-S-12-50-B
25.0
25.0
25.0
25.0
22.2
19.3
16.8
14.8
RSS-S-14-50-B
25.0
25.0
24.7
20.5
17.2
22.4
11.7
RSS-S-14-50-B
25.0
25.0
23.9
21.5
18.4
15.9
13.8
12.1
RSS-S-16-50-B
25.0
25.0
20.7
17.1
14.3
18.8
9.7
RSS-S-16-50-B
25.0
23.8
19.6
18.0
15.4
13.2
11.4
9.9
RSS-S-18-50-B
24.5
21.6
17.3
14.3
11.9
15.7
8.0
RSS-S-18-50-B
21.8
19.6
16.1
15.1
12.8
10.8
9.3
8.0
RSS-S-20-50-B
20.6
18.1
14.4
11.8
9.8
13.0
6.5
RSS-S-20-50-B
18.2
16.4
14.1
12.7
10.7
9.0
7.7
6.5
RSS-S-25-50-B
13.6
11.7
9.1
7.3
6.0
8.1
3.8
RSS-S-25-50-B
11.7
10.2
9.4
8.4
6.8
5.6
4.5
3.7
RSS-S-20-60-C
25.0
25.0
25.0
25.0
21.5
25.0
14.8
RSS-S-20-60-C
25.0
25.0
25.0
22.1
18.8
16.1
13.9
12.0
RSS-S-25-60-C
25.0
25.0
21.9
18.0
15.0
19.8
10.1
RSS-S-25-60-C
24.7
22.4
18.4
15.3
12.8
10.8
9.1
7.6
RSS-S-30-60-C
21.8
19.4
15.6
12.7
10.6
14.1
6.9
RSS-S-30-60-C
18.2
16.3
13.2
10.7
8.7
7.0
5.7
4.5
NOTES
• Allowable EPA, to determine max pole loading weight, multiply allowable EPA by 30 lbs.
• The tables for allowable pole EPA are based on the ASCE 7-05 Wind Map or the Florida Region Wind Map for the 2010 Florida Building Code. The Wind Maps are intended only as a general guide and cannot be used in conjunction with other maps. Always consult local authorities to determine maximum wind velocities, gusting and unique wind conditions for each specific application
• Allowable pole EPA for jobsite wind conditions must be equal to or greater than the total EPA for fixtures, arms, and accessories to be assembled to the pole. Responsibility lies with the specifier for correct pole selection. Installation of poles without luminaires or attachment of any unauthorized accessories to poles is discouraged and shall void the manufacturer’s warranty
• Wind speeds and listed EPAs are for ground mounted installations. Poles mounted on structures (such as bridges and buildings) must consider vibration and coefficient of height factors beyond this general guide; Consult local and federal standards
• Wind Induced Vibration brought on by steady, unidirectional winds and other unpredictable aerodynamic forces are not included in wind velocity ratings. Consult Hubbell Lighting’s Pole Vibration Application Guide for environmental risk factors and design considerations. http://cdn.spauldinglighting.com/content/products/literature/literature_files/Pole_Wind_Induced_Flyer_HLOI0022.pdf
• Extreme Wind Events like, Hurricanes, Typhoons, Cyclones, or Tornadoes may expose poles to flying debris, wind shear or other detrimental effects not included in wind velocity ratings
Due to our continued efforts to improve our products, product specifications are subject to change without notice.
Spaulding Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678-1000
Due to our continued efforts to improve our products, product specifications are subject to change without notice.
© 2015 SPAULDING LIGHTING, All Rights Reserved • For more information visit our website: www.spauldinglighting.com • Printed in USA RSS-S POLES-SPEC 10/15