RSA B DBE S Spec Sheet
2016-07-13
: Pdf Rsa B Dbe S Spec Sheet RSA_B_DBE_S_spec_sheet spec products beacon
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RSA-B-DBE-S SERIES POLES Cat.# Type Job Approvals ROUND STRAIGHT ALUMINUM 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 aluminum with round cross section, 6061-T6 • BASE COVER: Two-piece cast aluminum base covers available • POLE CAP: Cap or decorative finials available for side mounted luminaires. Open top or tenons provided for post top mounted luminaires. • HAND HOLE: Opening provided with cast aluminum frame reinforcement. FINISH • Durable thermoset polyester powder coat paint finish with nominal 3.0 mil thickness • Decorative finish coat available in twelve standard colors; Custom colors available; RAL number preferable Pole Shaft Pole Height 8’ - 16’ Hand Hole 18” TENONS & POLE CAPS Foundation 18” Wiring Access Anti-Rotation Device 6” *Local civil engineer should be consulted for proper foundation design ORDERING EXAMPLE: RSA-B-DBE-S 16 40 SERIES HEIGHT SHAFT RSA-B- Round Straight DBE-S Aluminum Reference page 2 Ordering matrix Reference page 2 Ordering matrix Direct Burial Style Beacon 1 122L 2L THICKNESS 1 2 2L 2L 11 2L Reference page 2 Ordering matrix 3T MOUNTING 1 Single arm mount 2 Two fixtures at 180˚ 2L2 Two fixtures at 90˚ 12L 2L 23T 3Y 22 2L MOUNTING ORIENTATION 1 A/B/C 3T 3T 3T 4 23Y3T 3T4 3Y 4 BBT Basic Black Textured BMT Black Matte Textured BZT Bronze Textured 3T2 Three fixtures 3Y Three fixtures at GNT Green Textured GYS Gray Smooth 42 Four fixtures at 90˚ OT Open top (no MBT MST MTT OWI WHT CC at 90˚ 2 3Y 3Y Denotes handhole location 44 drilling) Denotes Denoteshandhole handholelocation location 3Y 4 4 DenotesDenotes handhole locationlocation handhole ACCESSORIES- Order Separately Description 2nd mode vibration damper Denotes handhole location Denotes handhole location B1 CRUZER B3 VP-L B4 VP-S ACR Acorn Finial TN32 Tenon 3 x 3 2 TN4 Tenon 3 x 4 TN52 Tenon 4 x 5 TN8 Tenon 4 x 8 2 VM2 FINISH 120˚ 3Y Catalog Number VM2SXX DRILL PATTERN BBT DBT Dark Bronze Textured DPS Dark Platinum Smooth BAL Ball Finial 2 B3 Metallic Bronze Textured Metallic Silver Textured OPTIONS GFI 1,2 20 Amp GFCI Receptacle and Cover EHH1,2 Extra Handhole C051 .5” Coupling C071 .75” Coupling C201 2” Coupling VM2 2nd mode vibration damper Metallic Titanium Textured Old World Iron White Textured Custom Color- RAL Color# 1 Specify option location using logic found on page 2 (Option Orientation) 2 Not available with 3” diameter roles. Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 Due to our continued efforts to improve our products, product specifications are subject to change without notice. © 2016 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA RSA-B-DBE-S POLES-SPEC 7/16 ORDERING INFORMATION Cont. Pole Height Feet Meters Nominal Shaft Dimensions Wall Thickness Pole weight (lbs) RSA-B-DBE-S-08-30-A 08 2.4 3" Round 0.125" 15 RSA-B-DBE-S-10-30-A 10 3.0 3" Round 0.125" 18 RSA-B-DBE-S-12-30-A 12 3.7 3" Round 0.125" 22 RSA-B-DBE-S-14-30-A 14 4.3 3" Round 0.125" 25 Catalog Number RSA-B-DBE-S-08-30-C 08 2.4 3" Round .25" 28 RSA-B-DBE-S-10-30-C 10 3.0 3" Round .25" 34 RSA-B-DBE-S-12-30-C 12 3.7 3" Round .25" 41 RSA-B-DBE-S-14-30-C 14 4.3 3" Round .25" 48 RSA-B-DBE-S-08-40-A 08 2.4 4" Round 0.125" 20 RSA-B-DBE-S-10-40-A 10 3.0 4" Round 0.125" 24 RSA-B-DBE-S-12-40-A 12 3.7 4" Round 0.125" 29 RSA-B-DBE-S-14-40-A 14 4.3 4" Round 0.125" 34 RSA-B-DBE-S-16-40-A 16 4.9 4" Round 0.125" 39 RSA-B-DBE-S-08-40-B 08 2.4 4" Round 0.188" 29 RSA-B-DBE-S-10-40-B 10 3.0 4" Round 0.188" 36 RSA-B-DBE-S-12-40-B 12 3.7 4" Round 0.188" 43 RSA-B-DBE-S-14-40-B 14 4.3 4" Round 0.188" 50 RSA-B-DBE-S-16-40-B 16 4.9 4" Round 0.188" 57 RSA-B-DBE-S-08-40-C 08 2.4 4" Round 0.25" 37 RSA-B-DBE-S-10-40-C 10 3.0 4" Round 0.25" 47 56 Anchor Base RSA-B-DBE-S-12-40-C 12 Detail 3.7 4" Round 0.25" RSA-B-DBE-S-14-40-C 14 4.3 4" Round 0.25" 65 16 4.9 4" Round 0.25" 74 RSA-B-DBE-S-16-40-C RSA-B-DBE-S-08-50-B 90° Arm 2 RSA-B-DBE-S-10-50-B 180° Bolt Slots/Holes Bolt Circle 08 As viewed 2.4 5" Round 270° Arm3.0 1 from top of pole. 10 90° Arm 2 5" Round 180° Bolt Slots/Holes Bolt Circle As viewed from top of pole. 0.188" 270° Arm 1 0.188" 36 45 RSA-B-DBE-S-12-50-B 12 3.7 5" Round 0.188" 54 RSA-B-DBE-S-14-50-B 14 4.3 0°-Handhole 5" Round 0.188" 0°-Handhole 63 16 4.9 5" Round 0.188" 71 RSA-B-DBE-S-10-60-A 10 3.0 6" Round 0.125" 37 180° RSA-B-DBE-S-12-60-A 12 3.7 6" Round 0.125" 44 RSA-B-DBE-S-14-60-A Bolt Circle 14 4.3 6" Round Bolt Circle 0.125" 51 6" Round 270° 0.125" 58 Bolt Square RSA-B-DBE-S-16-50-B Bolt Square Anchor Base Detail Bolt Slots/Holes 90° Arm 2 As viewed RSA-B-DBE-S-16-60-A from top 270° of pole. Arm 1 16 4.9 90° Arm 2 180° As viewed from top of pole. Bolt Slots/Holes EHH - EXTRA0°-Handhole C05 - C07 - C20 Bolt Square Bolt Square HANDHOLE COUPLING Arm 1 VM2SXX - VIBRATION DAMPER 2ND MODE 0°-Handhole GFI – 20 AMP GFCI VM2 - VIBRATION DAMPER 2ND MODE RECEPTACLE & COVER Round Steel Pole Standard hand hole frame Adapter plate Gasket 20 AMP GFCI 2” -11.5 NPSM Threads 3/4” - 14 NPSM Threads 1/2” - 14 NPSM Threads Provision for Grounding Field installed, internal damper designed to alter pole resonance to reduce movement and material fatigue caused by 2nd mode vibration. VM2S08 – 8' VM2S12 – 12' VM2S16 – 16' VM2S20 – 20' VM2S24 – 24' VIBRATION DAMPER Factory installed, internal 2ND MODE damper designed to alter pole resonance to reduce movement and material fatigue caused by 2nd mode vibration. Wet Locations In-use Cover OPTION ORIENTATION Follow the logic below when ordering location specific options. For each option, include its orientation (in degrees) and its height (in feet). Example: Option C07 should be ordered as: RSA-B-DBE-S-16-40A-TN3-BBT-CO5-0-10. (.5” coupling on the handhole/arm side of pole, 15 feet up from the pole base) 1’ spacing required between option. Consult factory for other configurations. For more information about pole vibration and vibration dampers, please consult http://cdn.beaconproducts.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. Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 Due to our continued efforts to improve our products, product specifications are subject to change without notice. © 2016 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA RSA-B-DBE-S POLES-SPEC 7/16 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 160 150 140 170 160 170 Special Wind Region (Consult Local Authorities) 180 140 150 180 140 90 140 100 130 110 120 150 • Florida region wind map above is based upon 3-second HAWAII – 105 mph NOTES: gust winds and the 2014 Florida Building Code PUERTO mphmean recurrence interval 30’ • The Wind Map is intended only as a general guide. Always • Values are RICO based – on145 50 year 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. ASCE 7-05 wind map EPA Load Rating - 3 second gust wind speeds Florida Building Code 2014 EPA Load Rating - 3 second gust wind speeds • CAUTION: Wind speeds and listed EPAs are for ground • Caution must be exercised in determining wind velocities Catalog Number 85 90 100 105 110 120 130 140 150 160 Catalog Number (such 115 120 130 140 150 160 170 mounted installations. Poles mounted on structures in special wind areas such as: bridges buildings) must consider vibration and RSA-B-DBE-S-08-30-A 11.2 10.1 8.2 7.4 6.7 5.5 4.6 as3.9 3.5 and 3.2 RSA-B-DBE-S-08-30-A 11.0 10.1 8.6 7.4 6.3 5.5 4.8 Mountainous Regions coefficient of height factors beyond this general guide. RSA-B-DBE-S-10-30-A 8.3Great 7.4Lakes5.9or other 5.3 large 4.8 bodies 3.9 3.1 2.5 2.3 2.1 RSA-B-DBE-S-10-30-A 8.1 7.4 6.3 5.3 4.5 3.8 3.3 Areas surrounding the Consult AASHTO standards. of water or open land. RSA-B-DBE-S-12-30-A 6.3 5.6 4.4 3.9 3.4 2.7 2.1 1.6 1.4 RSA-B-DBE-S-12-30-A 5.5 4.6 3.8 3.2 2.6 2.2 • Extreme Wind 1.2 Events: Hurricanes, Typhoons, Cyclones, or6.1 Areas subject to extreme RSA-B-DBE-S-14-30-A 4.8 wind 4.2 conditions, 3.2 2.8 such 2.4as 1.8 1.3 Tornadoes 0.9 0.7 expose 0.5 poles to flying debris, RSA-B-DBE-S-14-30-A 4.2 3.4 2.7 2.2 1.7 1.3 wind shear, and 4.6 hurricanes, typhoons, cyclones, and tornadoes. other unpredictable aerodynamic forces not indicated by Areas adjacent to airports. RSA-B-DBE-S-08-30-C 20.6 18.5 15.1 13.7 12.5 10.5 8.9 the 7.6wind7.0velocity 6.5 ratings. RSA-B-DBE-S-08-30-C 20.2 18.7 16.0 13.9 12.1 10.6 9.3 • Pole Strength Limited Warranty: Standard, unmodified Kim Any specific area with suspected RSA-B-DBE-S-10-30-C 15.6a known 14.0 or 11.4 10.3 abnormally 9.4 7.8 6.5 5.5 5.1 4.6 RSA-B-DBE-S-10-30-C 15.3 14.1 12.1 10.4 9.0 7.8 6.8 lighting Poles installed as recommended, undamaged by high intermittent wind condition caused by geography, RSA-B-DBE-S-12-30-C 10.9 8.8 local 8.0conditions 7.2 5.9 4.9 corrosion, 4.0 3.7 or lack 3.3 of maintenance, shall RSA-B-DBE-S-12-30-C 11.0 9.3 8.0 6.9 5.9 5.1 withstand steady 11.9 adjacent structures, 12.2 or other specific RSA-B-DBE-S-14-30-C 9.7 6.9 Weather 6.2 5.6 4.5 3.6 wind 2.9 conditions 2.6 2.3as provided on page RSA-B-DBE-S-14-30-C 8.7 7.3 6.2 5.3 4.5 3.8 2 (Allowable Pole 9.4 that may not be recorded in8.7National Service EPA). Installation of poles without luminaires, or attachment records. of any unauthorized accessories to poles shall void this • Allowable pole EPA for21.8 jobsite19.5 wind15.8 conditions RSA-B-DBE-S-08-40-A 14.3 must 13.0 be 10.9 9.3 8.0 7.4 6.9 RSA-B-DBE-S-08-40-A 21.2 19.6 16.7 14.4 12.4 10.8 10.1 warranty. equal to or greater than fixture EPA. Responsibility lies with RSA-B-DBE-S-10-40-A 16.5 14.8 11.9 10.7 9.7 8.0 6.8 5.9 5.4 5.1 RSA-B-DBE-S-10-40-A 16.0 14.7 12.5 10.7 9.2 7.9 7.6 the specifier for correct pole selection based on AASHTO RSA-B-DBE-S-12-40-A 12.9 11.5 9.2 8.2 7.4 6.0 5.1 4.3 4.0 3.7 RSA-B-DBE-S-12-40-A 12.5 11.4 9.6 8.1 6.9 5.8 5.6 wind map and job location. 180 4.2 2.8 1.8 1.0 8.2 6.0 4.4 3.2 9.0 6.7 5.1 RSA-B-DBE-S-14-40-A 10.3 9.1 7.1 6.3 5.6 4.5 3.7 3.2 2.9 2.7 RSA-B-DBE-S-14-40-A 9.8 8.9 7.4 6.2 5.1 4.2 4.0 3.9 RSA-B-DBE-S-16-40-A 8.2 7.2 5.5 4.8 4.3 3.3 2.7 2.2 2.0 1.8 RSA-B-DBE-S-16-40-A 7.7 7.0 5.7 4.6 3.7 2.9 2.5 2.0 RSA-B-DBE-S-08-40-B 25.0 25.0 23.2 21.1 19.2 16.1 13.8 11.9 11.1 10.4 RSA-B-DBE-S-08-40-B 25.0 25.0 24.6 21.3 18.5 16.2 14.9 13.3 RSA-B-DBE-S-10-40-B 24.3 21.8 17.7 16.0 14.5 12.1 10.4 8.9 8.3 7.8 RSA-B-DBE-S-10-40-B 23.8 21.9 18.7 16.1 14.0 12.1 11.4 10.1 RSA-B-DBE-S-12-40-B 19.2 17.2 13.9 12.5 11.3 9.4 8.0 6.9 6.4 5.9 RSA-B-DBE-S-12-40-B 18.8 17.3 14.7 12.6 10.8 9.3 9.0 7.9 RSA-B-DBE-S-14-40-B 15.5 13.8 11.1 10.0 9.0 7.3 6.2 5.3 4.9 4.6 RSA-B-DBE-S-14-40-B 15.1 13.9 11.7 9.9 8.5 7.2 6.7 6.3 RSA-B-DBE-S-16-40-B 12.7 11.3 8.9 8.0 7.1 5.7 4.8 4.1 3.8 3.5 RSA-B-DBE-S-16-40-B 12.2 11.1 9.3 7.8 6.5 5.5 5.2 5.0 RSA-B-DBE-S-08-40-C 25.0 25.0 25.0 25.0 24.7 20.8 17.8 15.4 14.4 13.4 RSA-B-DBE-S-08-40-C 25.0 25.0 25.0 25.0 23.9 21.0 19.2 17.1 RSA-B-DBE-S-10-40-C 25.0 25.0 22.9 20.8 18.9 15.9 13.6 11.7 10.9 10.2 RSA-B-DBE-S-10-40-C 25.0 25.0 24.3 21.0 18.2 15.9 14.8 13.2 RSA-B-DBE-S-12-40-C 24.9 22.3 18.2 16.4 14.9 12.5 10.6 9.2 8.5 8.0 RSA-B-DBE-S-12-40-C 24.4 22.5 19.2 16.5 14.3 12.4 11.8 10.4 RSA-B-DBE-S-14-40-C 20.3 18.2 14.7 13.3 12.0 9.9 8.4 7.3 6.7 6.3 RSA-B-DBE-S-14-40-C 19.8 18.3 15.6 13.3 11.4 9.8 9.6 8.4 RSA-B-DBE-S-16-40-C 16.8 15.0 12.0 10.8 9.7 8.0 6.7 5.8 5.3 5.0 RSA-B-DBE-S-16-40-C 16.2 14.9 12.6 10.7 9.1 7.7 7.1 6.8 RSA-B-DBE-S-08-50-B 25.0 25.0 25.0 25.0 25.0 25.0 23.2 20.1 18.7 17.5 RSA-B-DBE-S-08-50-B 25.0 25.0 25.0 25.0 25.0 25.0 24.4 21.8 RSA-B-DBE-S-10-50-B 25.0 25.0 25.0 25.0 24.8 21.0 17.9 15.5 14.5 13.5 RSA-B-DBE-S-10-50-B 25.0 25.0 25.0 25.0 24.3 21.4 18.9 16.8 RSA-B-DBE-S-12-50-B 25.0 25.0 23.8 21.7 19.9 16.8 14.3 12.4 11.5 10.8 RSA-B-DBE-S-12-50-B 25.0 25.0 24.9 22.5 19.6 17.2 15.1 13.4 RSA-B-DBE-S-14-50-B 25.0 23.8 19.4 17.7 16.2 13.7 11.6 10.0 9.3 8.7 RSA-B-DBE-S-14-50-B 25.0 23.8 20.2 18.6 16.1 14.1 12.4 10.9 RSA-B-DBE-S-16-50-B 22.2 19.8 16.1 14.6 13.4 11.2 9.6 8.2 7.6 7.1 RSA-B-DBE-S-16-50-B 21.3 19.5 16.4 15.4 13.3 11.6 10.1 8.8 RSA-B-DBE-S-10060-A 25.0 25.0 25.0 25.0 25.0 21.4 18.2 15.8 14.7 13.7 RSA-B-DBE-S-10060-A 25.0 25.0 25.0 25.0 24.4 21.4 18.9 16.7 RSA-B-DBE-S-12060-A 25.0 25.0 24.4 22.2 20.3 17.1 14.6 12.6 11.8 11.0 RSA-B-DBE-S-12060-A 25.0 25.0 25.0 22.6 19.6 17.1 15.0 13.3 RSA-B-DBE-S-14060-A 25.0 24.4 20.0 18.2 16.6 14.0 12.0 10.3 9.6 8.9 RSA-B-DBE-S-14060-A 25.0 25.0 21.6 18.6 16.1 14.0 12.2 10.7 RSA-B-DBE-S-16060-A 22.7 20.4 16.6 15.1 13.8 11.6 9.9 8.5 7.9 7.3 RSA-B-DBE-S-16060-A 22.9 21.1 17.9 15.3 13.2 11.4 9.9 8.6 Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 Due to our continued efforts to improve our products, product specifications are subject to change without notice. © 2016 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA RSA-B-DBE-S POLES-SPEC 7/16 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.beaconproducts.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. Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 Due to our continued efforts to improve our products, product specifications are subject to change without notice. © 2016 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA RSA-B-DBE-S POLES-SPEC 7/16
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