SSS S Spec Sheet
2017-10-21
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SSS-S SERIES POLES Cat.# Type Job Approvals SQUARE 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 square cross section, flat sides and minimum 0.238” radius on all corners; Minimum yield of 46,000 psi (ASTM-A500, Grade B); Longitudinal weld seam to appear flush with shaft side 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 gasketed cover BASEbehind 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 Overall Height 10' - 40' 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 Anchor Base Detail Overall • Decorative finish coat available in seven standard colors; Custom colors available; RAL number preferable; Height 10'-30' Round Straight and Tapered Poles Internal protective coating available Straight Square Anchor Base Detail 180° 180° Bolt Slots/Holes Bolt Circle As viewed from top of pole. 90° Arm 2 180° 180° Bolt Slots/Holes As viewed from top of pole. Bolt Square 270° Arm 1 0°-Handhole As viewed from top of pole. 90° Arm 2 0°-Handhole Anchor Bolt VIBRATION DAMPER Location in 2ND MODE 270° Arm 1 18" Handhole Handhole 18" POLE CAP TENON Handhole BASEHeight COVER of option in feet BASE DETAIL Bolt Square (Outer) Bolt Circle 90° Arm 2 180° Bolt Slots/Holes 0˚ 270° As viewed from top of pole. Base Plate Bolt Slots/Holes Bolt Projection Bolt Square (Inner) Bolt Circle As viewed from top of pole. 90° Arm 2 Arm 1 Handhole 270° Arm 1 Flat Washer Hex Nut Bolt Circle (Outer) Bolt Square 0°-Handhole Bolt Square 0°-Handhole 90˚ 270˚ Grout with drain Optional Level Foundation Bolt Circle (Inner) 180˚ TENON ORDERING INFORMATION ORDERING EXAMPLE: SSS S SERIES 25 Steel Pole Spaulding Reference page 2 Ordering matrix 1 40 A/B/C SHAFT THICKNESS 1 2 Reference page Ordering matrix 2L 2 2L Reference page 2 Ordering matrix 3T 2L S2 12L MOUNTING ORIENTATION 1 122L 2L 23T 3Y 3T 3Y 3T 4 Denotes handhole location DRILL PATTERN FINISH OPTIONS S2 Spaulding DB Dark Bronze HSC Internal Coating BL WH GR PS GFI2 20 Amp GFCI #2 2 bolt 3.5” pattern 2 Two fixtures at 180˚ 2L Two fixtures at 90˚ 4 Four fixtures at 90˚ TA Tenon (2.38” OD POLE TOP 3.875 .875 3.5 TB Tenon (2.88” OD x 4” Tall) TC Tenon (3.5” OD Textured Black Textured White Textured Gray Textured Platinum Silver Smooth CC Custom Color Ø .875 HOLE Ø .563 3 HOLES #2 DRILL PATTERN x 6” Tall) 2 23Y3T 3T4 3Y 4 Denotes handhole location ACCESSORIES- Order Separately Catalog Number Description 3Y 3Y 4 4 mode vibration damper 1st VM13 DenotesDenotes handhole locationlocation handhole VM2SXX 2nd mode vibration damper UL MOUNTING x 4” Tall) 4 DB 1 Single arm mount 3T Three fixtures at 90˚ 2 2L Engineering of footing by others Reference page 2 for available configurations HEIGHT SSS-S Square Straight 1 Anchor Bolt Hex Nut Flat Washer Anchor Base Detail 180° (RTA Group 1 & RTS Group 2) Anchor Bolt Location in Relation to Shaft Rotation Relation to Shaft Rotation 0°-Handhole Bolt Square (All excluding RTA Group 1 & RTS Group 2) and Tapered Poles Bolt Circle 270° Arm 1 Bolt Square As viewed from top of pole. Bolt Slots/Holes Bolt Circle 90° Arm 2 90° Arm 2 0°-Handhole Bolt Square Bolt Slots/Holes Bolt Circle 270° Arm 1 TR1 Removable Tenon (2.375 x 4.25) OT Open Top (includes pole cap) 1 2 3 (Hubbell Seal) Receptacle and Cover EHH2 Extra Handhole C052 .5” Coupling C072 .75” Coupling C202 2” Coupling MPB2 Mid-pole Luminaire Bracket VM2 2nd mode vibration damper LAB Less Anchor Bolts UL UL Certified Removable tenon used in conjunction with side arm mounting. First specify desired arm configuration followed by the “TR” notation. Example: SSS-S-25-40-A-1-S2-TR-DB Specify option location using logic found on page 2 (Option Orientation) VM1 recommended on poles 20’ and taller with EPA of less than 1. 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 SSS-S POLES-SPEC 6/17 ORDERING INFORMATION Cont. Meters Nominal Shaft Dimensions Wall Thickness Bolt Circle (suggested) Bolt Circle (range) Bolt Square (range) Base Plate Square Anchor bolt size Bolt Projection Pole weight SSS-S-10-40-A-XX-XX 10 3.0 4” square 0.125” 9” 8” - 10” 5.66” - 7.07” 9” 3/4” x 30” x 3” 3.5 77 SSS-S-12-40-A-XX-XX 12 3.7 4” square 0.125” 9” 8” - 10” 5.66” - 7.07” 9” 3/4” x 30” x 3” 3.5 90 SSS-S-14-40-A-XX-XX 14 4.3 4” square 0.125” 9” 8” - 10” 5.66” - 7.07” 9” 3/4” x 30” x 3” 3.5 103 SSS-S-16-40-A-XX-XX 16 4.9 4” square 0.125” 9” 8” - 10” 5.66” - 7.07” 9” 3/4” x 30” x 3” 3.5 116 SSS-S-18-40-A-XX-XX 18 5.5 4” square 0.125” 9” 8” - 10” 5.66” - 7.07” 9” 3/4” x 30” x 3” 3.5 129 SSS-S-20-40-A-XX-XX 20 6.1 4” square 0.125” 9” 8” - 10” 5.66” - 7.07” 9” 3/4” x 30” x 3” 3.5 142 9” 8” - 10” 5.66” - 7.07” 9” 3/4” x 30” x 3” 3.5 175 11” 10” - 12” 7.07” - 8.48” SSS-S-25-40-A-XX-XX 7.6 Anchor25Base Detail 4” square SSS-S-14-40-B-XX-XX 14 4.3 4” square .188” SSS-S-16-40-B-XX-XX 16 4.9 4” square 180° .188” 5.5 Bolt Slots/Holes 4” square .188” 4” square .188” As viewed 0.125” Anchor Base Detail 10.50” 3/4” x 30” x 3” 3.5 152 7.07” -Bolt 8.48” Slots/Holes10.50” 3/4” x 30” x 3” 3.5 171 7.07” - 8.48” 10.50” 3/4” x 30” x 3” 3.5 190 7.07” - 8.48” 10.50” 3/4” x 30” x 3” 3.5 209 1 Circle 7.07”Arm - 8.48” 10.50” 3/4” x 30” x 3” 3.5 257 7.07” - 8.48” 10.50” 3/4” x 30” x 3” 3.5 304 180° 10” - 12” 18180° SSS-S-20-40-B-XX-XX 20 6.1 SSS-S-25-40-B-XX-XX 25 7.6 Bolt 4” Circle squareArm 2 SSS-S-30-40-B-XX-XX 30 viewed As from top of pole. 9.1 4” square SSS-S-16-50-B-XX-XX 16 4.9 11” Bolt Square7.25” - 9.37” 10.25” - 13.25” 11.50” 1” x 36” x 4” 4.5 219 SSS-S-18-50-B-XX-XX 18 5.5 5” square .188” 11” 10.25” - 13.25” 7.25” - 9.37” 11.50” 1” x 36” x 4” 4.5 243 SSS-S-20-50-B-XX-XX 20 6.1 5” square .188” 11” 10.25” - 13.25” 7.25” - 9.37” 11.50” 1” x 36” x 4” 4.5 267 SSS-S-25-50-B-XX-XX 25 7.6 0°-Handhole 5” square .188” 11” 0°-Handhole 10.25” - 13.25” 7.25” - 9.37” 11.50” 1” x 36” x 4” 4.5 327 9.1 5” square .188” 11” 10.25” - 13.25” 11.50” 1” x 36” x 4” 4.5 387 Bolt Square Anchor Base SSS-S-30-50-B-XX-XX 30Detail SSS-S-25-50-C-XX-XX 180° SSS-S-30-50-C-XX-XX 25 7.6 As viewed from top of pole. 270° 6.1 Arm 1 90° 6” square Arm 2 SSS-S-25-60-B-XX-XX 25 7.6 6” square SSS-S-30-60-B-XX-XX Bolt Slots/Holes 30 Anchor Base Detail Bolt Circle SSS-S-40-60-B-XX-XX 180° 9.1 0°-Handhole 10.7 40 As viewed from 9.1 top of pole. Arm 2 SSS-S-35-60-C-XX-XX Bolt Circle 35 from top 90°SSS-S-40-60-C-XX-XX 270° of pole. Arm 2 Arm 1 Bolt Square 11” 0°-Handhole 7.25” - 9.37” 10.25” - 13.25” 7.25” - 9.37” 11.50” 1” x 36” x 4” 4.5 427 11” 10.25” - 13.25” 7.25” - 9.37” 11.50” 1” x 36” x 4” 4.5 507 .188”270° Arm 1 12” 11.00” - 13.25” 7.81” - 9.37” 12.25” 1-1/4” x 42” x 6” 5.0 329 .188” 12” 11.00” - 13.25” 7.81” - 9.37” 12.25” 1-1/4” x 42” x 6” 5.0 404 Bolt Slots/Holes .25” 12.2 90° Arm 2 As viewed from top of pole. .188” Slots/Holes 12” 11.00” - 13.25” 7.81” - 9.37” 12.25” 1-1/4” x 42” x 6” 5.0 479 12” 11.00” - 13.25” 7.81” - 9.37” 12.25” 1-1/4” x 42” x 6” 5.0 554 Bolt 6” square Circle.188” 12” 11.00” - 13.25” 7.81” - 9.37” 12.25” 1-1/4” x 42” x 6” 5.0 629 0°-Handhole Bolt Square.188” 270° Arm 1 180° 6” square Bolt Slots/Holes.25” 10.7 40 As viewed 270° Arm 1 270° 6” square Bolt 6” square 12.2 90° 30 180° SSS-S-30-60-C-XX-XX Bolt Slots/Holes 10” - 12” from top of pole. .25” As viewed from top of pole. Bolt Circle 20 SSS-S-35-60-B-XX-XX Bolt Square 35 90° Arm 10”2-Bolt 12” 0°-Handhole Bolt Square .188” 180° 10” - 12” 11” As viewed 90° Arm 2 5” square Bolt Slots/Holes Bolt Circle 270° Arm11” 1 .188” 5” square 10” - 12” 11” from top 5” square 9.1 11” 180° Bolt Circle of pole. .188” 270° Arm 1 Bolt Slots/Holes 30 90° Bolt Circle 90° SSS-S-20-60-B-XX-XX Arm 2 270° Arm 1 11” Bolt Slots/Holes SSS-S-18-40-B-XX-XX 90° Arm 2 Detail e Height Feet Catalog Number 12” 11.00” - 13.25” 7.81” - 9.37” 12.25” 1-1/4” x 42” x 6” 5.0 614 6” squareBolt Circle .25” 12” 11.00” - 13.25” 7.81” - 9.37” 12.25” 1-1/4” x 42” x 6” 5.0 712 6” square 270° .25” 12” 11.00” - 13.25” 7.81” - 9.37” 12.25” 1-1/4” x 42” x 6” 5.0 809 As viewed from top of pole. 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. 0°-Handhole Bolt Square 0°-Handhole Bolt Square 0°-Handhole Bolt Square 0°-Handhole EHH - EXTRA C05 - C07 - C20 HANDHOLE COUPLING VM1 - VIBRATION DAMPER 1ST MODE VM2 - VIBRATION DAMPER 2ND MODE BASE COVER VM2SXX - VIBRATION DAMPER 2ND MODE BASE COVER VM1 2” -11.5 NPSM Threads 3/4” - 14 NPSM Threads Pole Overall Height 10'-30' 1/2” - 14 NPSM Threads Overall Height 10'-30' Provision for Grounding 18" GFI – 20 AMP GFCI RECEPTACLE & COVER Field Installed Pole Top damper designed to reduce pole top deflection or sway. VM1 is recommended for pole systems 20’ and taller with a total EPA of 1.0 or less. VIBRATION DAMPER Factory installed, internal damper designed 2ND MODE to alter pole resonance to reduce movement and material fatigue caused by 2nd mode vibration. BASE COVER Standard hand Bolt Square (Outer) hole frame 0˚ Overall 10'-30' AttachmentHeight stub 5” long welded to pole Bolt Square (Inner) Handhole Adapter plate Gasket Bolt Circle (Outer) 90˚ 20 AMP GFCI 270˚ Height of option in feet Square Steel 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 MPB - MID POLE BRACKET Square Steel Pole VM2S08 – 8' VM2S12 – 12' VM2S16 – 16' VM2S20 – 20' VM2S24 – 24' 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: SSS-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" Bolt Circle (Inner) Wet Locations In-use Cover 180˚ TENON 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 SSS-S POLES-SPEC 6/17 ASCE7-05 WIND MAP 130 90 100 110 120 85 130 90 120 140 115 115 150 130 90 FLORIDA REGION WIND MAP Wind Map 150 130 120 140 140 150 United States and Canada 140 • Florida region wind map above is based upon 3-second gust winds and the 2014 Florida Building Code 140 160 150 170 160 Special Wind Region (Consult Local Authorities) 170 140 150 180 140 HAWAII – 105 mph PUERTO RICO – 145 mph 90 140 100 130 110 120 180 ALASKA REGION WIND MAP 150 120 *PRINTED WITH PERMISSION FROM ASCE 110 100 90 130 NOTES: • The Wind Map is intended only as a general guide. Always • Values are based on 50 year mean recurrence interval 30’ consult local authorities to determine maximum wind above grade. velocities, gusting and unique wind conditions for each • Hawaii has an 105 mph wind velocity. specific application. • Puerto Rico has a 125 mph wind velocity. • CAUTION: Wind speeds and listed EPAs are for ground 90 • Caution must be exercised in determining wind velocities mounted installations. Poles mounted on structures (such in special wind areas such as: as bridges and buildings) must consider vibration and Mountainous Regions coefficient of height factors beyond this general guide. Areas surrounding the Great Lakes or other large bodies 130 Consult AASHTO standards. of water or open land. 100 • Extreme Wind Events: Hurricanes, Typhoons, Cyclones, or Areas subject to extreme wind conditions, such as Tornadoes expose poles to flying debris, wind shear, and 110 hurricanes, typhoons, cyclones, and tornadoes. other unpredictable aerodynamic forces not indicated by 130 120 the wind velocity ratings. Areas adjacent to airports. • Pole Strength Limited Warranty: Standard, Any specific area with a known or suspected abnormally 130 unmodified Kim lighting Poles installed as recommended, undamaged by high intermittent wind condition caused by geography, corrosion, or lack of maintenance, shall withstand steady adjacent structures, or other specific local conditions wind conditions as provided on page 2 (Allowable Pole that may not be recorded in National Weather Service ASCE 7-05 wind map EPA Load Rating - 3 second gustEPA). wind Installation speeds Florida Building Code 2014 EPA Load Rating - 3 second gust wind speeds of poles without luminaires, or attachment records. (Use for all locations except Florida) of any unauthorized accessories to poles shall void this (Use for Florida only) • Allowable pole EPA for jobsite wind conditions must be warranty. equal toNumber or greater than Responsibility lies Catalog 85 fixture 90 EPA. 100 105 110with 120 130 140 145 150 Catalog Number 115 120 130 140 150 160 170 the specifier for correct pole selection based on AASHTO SSS-S-10-40-A 25.0 25.0 25.0 22.8 20.6 17.0 14.2 11.9 11.0 10.1 SSS-S-10-40-A 25.0 25.0 25.0 25.0 21.4 18.4 15.9 wind map and job location. 180 13.9 SSS-S-12-40-A 25.0 25.0 20.0 18.0 16.1 13.2 10.8 8.9 8.1 7.4 SSS-S-12-40-A 25.0 25.0 23.6 19.8 16.7 14.2 12.1 10.4 SSS-S-14-40-A 23.1 20.4 16.1 14.3 12.8 10.2 8.2 6.6 5.9 5.3 SSS-S-14-40-A 25.0 23.1 19.0 15.7 13.1 10.9 99.1 7.6 SSS-S-16-40-A 19.0 16.7 13.0 11.5 10.1 7.9 6.2 4.7 4.1 3.6 SSS-S-16-40-A 20.8 18.7 15.2 12.3 10.1 8.2 6.7 5.4 SSS-S-18-40-A 15.6 13.6 10.0 9.0 7.8 5.9 4.4 3.1 2.6 2.1 SSS-S-18-40-A 16.8 15.0 11.9 9.4 7.5 5.9 4.5 3.4 SSS-S-20-40-A 12.7 10.9 7.9 6.9 5.9 4.2 2.8 1.7 1.3 0.9 SSS-S-20-40-A 13.6 11.9 9.2 7.1 5.3 3.9 2.7 1.7 SSS-S-25-40-A 7.3 5.9 3.8 2.9 2.1 0.8 NR NR NR NR SSS-S-25-40-A 7.4 6.2 4.1 2.5 1.1 NR NR NR SSS-S-14-40-B 25.0 25.0 23.3 20.8 18.6 15.1 12.3 10.2 9.2 8.4 SSS-S-14-40-B 25.0 23.6 19.4 16.1 13.4 11.2 9.4 7.8 SSS-S-16-40-B 25.0 24.9 19.4 17.3 15.4 12.3 9.9 8.0 7.2 6.4 SSS-S-16-40-B 21.4 19.2 15.6 12.7 10.4 8.5 6.9 5.6 SSS-S-18-40-B 24.0 20.8 16.1 14.2 12.5 9.8 7.7 6.1 5.3 4.7 SSS-S-18-40-B 17.2 15.4 12.2 9.7 7.7 6.1 4.7 3.6 SSS-S-20-40-B 20.2 17.5 13.2 11.6 10.1 7.7 5.9 4.4 3.8 3.2 SSS-S-20-40-B 13.9 12.3 9.5 7.3 5.5 4.1 2.9 1.9 SSS-S-25-40-B 12.8 11.0 7.9 6.7 5.5 3.7 2.3 1.2 0.7 NR SSS-S-25-40-B 7.7 6.4 4.3 2.6 1.3 NR NR NR SSS-S-30-40-B 8.0 6.6 4.1 3.1 2.2 0.8 NR NR NR NR SSS-S-30-40-B 3.2 2.1 NR NR NR NR NR NR SSS-S-16-50-B 25.0 25.0 25.0 25.0 24.8 20.1 16.5 13.6 12.3 11.2 SSS-S-16-50-B 25.0 25.0 25.0 25.0 25.0 21.4 18.2 15.5 SSS-S-18-50-B 25.0 25.0 25.0 22.9 20.4 16.4 13.2 10.7 9.6 8.6 SSS-S-18-50-B 25.0 25.0 25.0 24.4 20.4 17.0 14.2 11.9 SSS-S-20-50-B 25.0 25.0 21.3 18.9 16.7 13.2 10.4 8.1 7.2 6.3 SSS-S-20-50-B 25.0 25.0 24.4 19.9 1 6.3 13.4 11.0 8.9 SSS-S-25-50-B 20.7 17.8 13.3 11.5 9.8 7.2 5.0 3.3 2.6 1.9 SSS-S-25-50-B 21.8 19.3 15.0 11.5 8.8 6.5 4.7 3.1 SSS-S-30-50-B 13.5 11.3 7.7 6.2 4.9 2.8 1.1 NR NR NR SSS-S-30-50-B 13.7 11.7 8.2 5.5 3.3 1.5 NR NR SSS-S-25-50-C 21.8 19.3 15.0 11.5 8.8 6.5 4.7 3.1 SSS-S-30-50-C 13.7 11.7 8.2 5.5 3.3 1.5 NR NR SSS-S-25-50-C 25.0 25.0 19.4 17.1 15.1 11.7 9.0 6.9 6.0 5.1 SSS-S-30-50-C 20.1 17.3 12.7 10.9 9.3 6.6 4.5 2.8 2.1 1.4 SSS-S-20-60-B 25.0 25.0 25.0 21.9 17.8 14.5 11.7 9.4 SSS-S-20-60-B 25.0 25.0 25.0 25.0 25.0 20.2 16.1 12.9 11.5 10.3 SSS-S-25-60-B 23.8 20.9 16.1 12.3 9.2 6.6 4.5 2.8 SSS-S-25-60-B 25.0 25.0 20.6 18.0 15.6 11.8 8.7 6.2 5.2 4.2 SSS-S-30-60-B 14.6 12.3 8.4 5.3 2.8 0.8 NR NR SSS-S-30-60-B 21.4 18.1 12.9 10.7 8.8 5.7 3.3 1.3 NR NR SSS-S-35-60-B 7.5 5.6 2.4 NR NR NR NR NR SSS-S-35-60-B 14.0 11.3 6.9 5.2 3.6 1.0 NR NR NR NR SSS-S-40-60-B 1.8 NR NR NR NR NR NR NR SSS-S-40-60-B 8.1 5.8 2.2 nr NR NR NR NR NR NR SSS-S-30-60-C 14.6 12.3 8.4 5.3 2.8 0.8 NR NR SSS-S-35-60-C 7.5 5.6 2.4 NR NR NR NR NR SSS-S-30-60-C 24.3 20.5 14.6 12.2 10.2 6.8 4.2 2.2 1.3 0.5 SSS-S-40-60-C 1.8 NR NR NR NR NR NR NR SSS-S-35-60-C 16.6 13.5 8.6 6.6 4.9 2.1 NR NR NR NR SSS-S-40-60-C 10.6 7.9 3.7 2.1 0.6 NR NR NR NR NR 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 SSS-S POLES-SPEC 6/17 NOTES Wind-speed Website disclaimer: Hubbell Lighting has no connection to the linked website and makes no representations as to its accuracy. While the information presented on this third-party website provides a useful starting point for analyzing wind conditions, Hubbell Lighting has not verified any of the information on this third party website and assumes no responsibility or liability for its accuracy. The material presented in the windspeed website should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. Hubbell Lighting Inc. does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this third party website assume all liability arising from such use. Use of the output of these referenced websites do not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed report. http://windspeed.atcouncil.org • 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 SSS-S POLES-SPEC 6/17