V4 06 Response to Board Engineers Review 2 1 26 2023

SSS-B Series Poles SQUARE STRAIGHT STEEL currentlighting.com/beacon © 2022 HLI Solutions, Inc. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions.Page 3 of 4 Rev 05/17/22 spec_sheet_sss_pole_beacon_R01 ASCE7-05 WIND MAP FLORIDA REGION WIND MAP 180 180 170 170 160 160 150 150 140 140140 150 140 150 130 120 115 115 120 130 • Florida region wind map above is based upon 3-second gust winds and the 2017 Florida Building Code HAWAII – 105 mph PUERTO RICO – 145 mph NOTES: • Values are based on 50 year mean recurrence interval 30’ above grade. • Hawaii has an 105 mph wind velocity. • Puerto Rico has a 125 mph wind velocity. • Caution must be exercised in determining wind velocities in special wind areas such as: Mountainous Regions Areas surrounding the Great Lakes or other large bodies of water or open land. Areas subject to extreme wind conditions, such as hurricanes, typhoons, cyclones, and tornadoes. Areas adjacent to airports. Any specific area with a known or suspected abnormally high intermittent wind condition caused by geography, adjacent structures, or other specific local conditions that may not be recorded in National Weather Service records. • Allowable pole EPA for jobsite wind conditions must be equal to or greater than fixture EPA. Responsibility lies with the specifier for correct pole selection based on AASHTO wind map and job location. • The Wind Map is intended only as a general guide. Always consult local authorities to determine maximum wind velocities, gusting and unique wind conditions for each specific application. • CAUTION: 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 AASHTO standards. • Extreme Wind Events: Hurricanes, Typhoons, Cyclones, or Tornadoes expose poles to flying debris, wind shear, and other unpredictable aerodynamic forces not indicated by the wind velocity ratings. • Pole Strength Limited Warranty: Standard, unmodified Kim lighting Poles installed as recommended, undamaged by corrosion, or lack of maintenance, shall withstand steady wind conditions as provided on page 2 (Allowable Pole EPA). Installation of poles without luminaires, or

nstalled as recommended, undamaged by corrosion, or lack of maintenance, shall withstand steady wind conditions as provided on page 2 (Allowable Pole EPA). Installation of poles without luminaires, or attachment of any unauthorized accessories to poles shall void this warranty. 85 90 90 100 110 120 130 130 140 140 140 150 150 140 130 120110 100 90 Special Wind Region (Consult Local Authorities) 90 Wind Map United States and Canada Florida Building Code 2017 EPA Load Rating - 3 second gust wind speeds (Use for Florida only) Catalog Number 115 120 130 140 150 160 170 180 SSS-B-10-40-A 25.0 25.0 25.0 25.0 21.4 18.4 15.9 13.9 SSS-B-12-40-A 25.0 25.0 23.6 19.8 16.7 14.2 12.1 10.4 SSS-B-14-40-A 25.0 23.1 19.0 15.7 13.1 10.9 9.1 7.6 SSS-B-16-40-A 20.8 18.7 15.2 12.3 10.1 8.2 6.7 5.4 SSS-B-18-40-A 16.8 15.0 11.9 9.4 7.5 5.9 4.5 3.4 SSS-B-20-40-A 13.6 11.9 9.2 7.1 5.3 3.9 2.7 1.7 SSS-B-25-40-A 7.4 6.2 4.1 2.5 1.1 NR NR NR SSS-B-14-40-B 25.0 23.6 19.4 16.1 13.4 11.2 9.4 7.8 SSS-B-16-40-B 21.4 19.2 15.6 12.7 10.4 8.5 6.9 5.6 SSS-B-18-40-B 17.2 15.4 12.2 9.7 7.7 6.1 4.7 3.6 SSS-B-20-40-B 13.9 12.3 9.5 7.3 5.5 4.1 2.9 1.9 SSS-B-25-40-B 7.7 6.4 4.3 2.6 1.3 NR NR NR SSS-B-30-40-B 3.2 2.1 NR NR NR NR NR NR SSS-B-16-50-B 25.0 25.0 25.0 25.0 25.0 21.4 18.2 15.5 SSS-B-18-50-B 25.0 25.0 25.0 24.4 20.4 17.0 14.2 11.9 SSS-B-20-50-B 25.0 25.0 24.4 19.9 1 6.3 13.4 11.0 8.9 SSS-B-25-50-B 21.8 19.3 15.0 11.5 8.8 6.5 4.7 3.1 SSS-B-30-50-B 13.7 11.7 8.2 5.5 3.3 1.5 NR NR SSS-B-25-50-C 21.8 19.3 15.0 11.5 8.8 6.5 4.7 3.1 SSS-B-30-50-C 13.7 11.7 8.2 5.5 3.3 1.5 NR NR SSS-B-20-60-B 25.0 25.0 25.0 21.9 17.8 14.5 11.7 9.4 SSS-B-25-60-B 23.8 20.9 16.1 12.3 9.2 6.6 4.5 2.8 SSS-B-30-60-B 14.6 12.3 8.4 5.3 2.8 0.8 NR NR SSS-B-35-60-B 7.5 5.6 2.4 NR NR NR NR NR SSS-B-40-60-B 1.8 NR NR NR NR NR NR NR ASCE 7-05 wind map EPA Load Rating - 3 second gust wind speeds (Use for all locations except Florida) Catalog Number 85 90 100 105 110 120 130 140 145 150 SSS-B-10-40-A 25.0 25.0 25.0 22.8 20.6 17.0 14.2 11.9 11.0 10.1 SSS-B-12-40-A 25.0 25.0 20.0 18.0 16.1 13.2 10.8 8.9 8.1 7.4 SSS-B-14-40-A 23.1 20.4 16.1 14.3 12.8 10.2 8.2 6.6 5.9 5.3 SSS-B-16-40-A 19.0 16.7 13.0 11.5 10.1 7.9 6.2 4.7 4.1 3.6 SSS-B-18-40-A 15.6 13.6 10.0 9.0 7.8 5.9 4.4 3.1 2.6 2.1 SSS-B-20-40-A 12.7 10.9 7.9 6.9 5.9 4.2 2.8 1.7 1.3 0.9 SSS-B-25-40-A 7.3 5.9 3.8 2.9 2.1 0.8 NR NR NR NR SSS-B-14-40-B 25.0 25.0 23.3 20.8 18.6 15.1

18-40-A 15.6 13.6 10.0 9.0 7.8 5.9 4.4 3.1 2.6 2.1 SSS-B-20-40-A 12.7 10.9 7.9 6.9 5.9 4.2 2.8 1.7 1.3 0.9 SSS-B-25-40-A 7.3 5.9 3.8 2.9 2.1 0.8 NR NR NR NR SSS-B-14-40-B 25.0 25.0 23.3 20.8 18.6 15.1 12.3 10.2 9.2 8.4 SSS-B-16-40-B 25.0 24.9 19.4 17.3 15.4 12.3 9.9 8.0 7.2 6.4 SSS-B-18-40-B 24.0 20.8 16.1 14.2 12.5 9.8 7.7 6.1 5.3 4.7 SSS-B-20-40-B 20.2 17.5 13.2 11.6 10.1 7.7 5.9 4.4 3.8 3.2 SSS-B-25-40-B 12.8 11.0 7.9 6.7 5.5 3.7 2.3 1.2 0.7 NR SSS-B-30-40-B 8.0 6.6 4.1 3.1 2.2 0.8 NR NR NR NR SSS-B-16-50-B 25.0 25.0 25.0 25.0 24.8 20.1 16.5 13.6 12.3 11.2 SSS-B-18-50-B 25.0 25.0 25.0 22.9 20.4 16.4 13.2 10.7 9.6 8.6 SSS-B-20-50-B 25.0 25.0 21.3 18.9 16.7 13.2 10.4 8.1 7.2 6.3 SSS-B-25-50-B 20.7 17.8 13.3 11.5 9.8 7.2 5.0 3.3 2.6 1.9 SSS-B-30-50-B 13.5 11.3 7.7 6.2 4.9 2.8 1.1 NR NR NR SSS-B-25-50-C 25.0 25.0 19.4 17.1 15.1 11.7 9.0 6.9 6.0 5.1 SSS-B-30-50-C 20.1 17.3 12.7 10.9 9.3 6.6 4.5 2.8 2.1 1.4 SSS-B-20-60-B 25.0 25.0 25.0 25.0 25.0 20.2 16.1 12.9 11.5 10.3 SSS-B-25-60-B 25.0 25.0 20.6 18.0 15.6 11.8 8.7 6.2 5.2 4.2 SSS-B-30-60-B 21.4 18.1 12.9 10.7 8.8 5.7 3.3 1.3 NR NR SSS-B-35-60-B 14.0 11.3 6.9 5.2 3.6 1.0 NR NR NR NR SSS-B-40-60-B 8.1 5.8 2.2 nr NR NR NR NR NR NR 120 110 100 90 90 100 110 120 130 130 130 130 ALASKA REGION WIND MAP DATE: LOCATION: TYPE: PROJECT: CATALOG #:

SSS-B Series Poles SQUARE STRAIGHT STEEL currentlighting.com/beacon © 2022 HLI Solutions, Inc. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions.Page 4 of 4 Rev 05/17/22 spec_sheet_sss_pole_beacon_R01 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. • 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. Wind-speed Website disclaimer: Current 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, Current 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

ty 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. Current 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 NOTES DATE: LOCATION: TYPE: PROJECT: CATALOG #:

.5 1 2 5 KIM LIGHTING PA7R-NU3-12L-020-3K7 PA7R C-70-CRI DATA SHOWN IS ABSOLUTE. Horizontal Footcandles Scale: 1 Inch = 10 Ft. Light Loss Factor = 0.90 Lumens Per Lamp = N.A. (absolute photometry) Luminaire Lumens = 1128 Mounting Height = 3.50 Ft Maximum Calculated Value = 13.97 Fc Arrangement: Single Photometric Toolbox (R) Copyright 2002-2019 by Lighting Analysts, Inc. Calculations based on published IES Methods and recommendations. Results derived from content of manufacturers photometric file. Page 1

PHOTOMETRIC FILENAME : PA7R-NU3-12L-020-3K7.IES DESCRIPTIVE INFORMATION (From Photometric File) KIM LIGHTING PA7R-NU3-12L-020-3K7 PA7R C-70-CRI DATA SHOWN IS ABSOLUTE. TEMPLATE SPECIFICATION Horizontal Footcandles Scale: 1 Inch = 10 Ft. Light Loss Factor = 0.90 Lumens Per Lamp = N.A. (absolute photometry) Luminaire Lumens = 1128 Mounting Height = 3.50 Ft Maximum Calculated Value = 13.97 Fc Arrangement: Single LUMINAIRE LAYOUT INFORMATION # X Y Z Orient Tilt Roll Spin Tilt Correction 1 0.00 0.00 3.50 0.00 0.00 0.00 0.00 1.00 Photometric Toolbox (R) Copyright 2002-2019 by Lighting Analysts, Inc. Calculations based on published IES Methods and recommendations. Results derived from content of manufacturers photometric file. Page 2

.5 1 2 5 Kim Lighting UR20-68L-80-3K7-3-HDL-PT UR20 C-70-CRI Horizontal Footcandles Scale: 1 Inch = 10 Ft. Light Loss Factor = 0.90 Lumens Per Lamp = N.A. (absolute photometry) Luminaire Lumens = 7853 Mounting Height = 12.00 Ft Maximum Calculated Value = 12.30 Fc Arrangement: Single Photometric Toolbox (R) Copyright 2002-2019 by Lighting Analysts, Inc. Calculations based on published IES Methods and recommendations. Results derived from content of manufacturers photometric file. Page 1

PHOTOMETRIC FILENAME : UR20-68L-80-3K7-3-HDL-PT.IES DESCRIPTIVE INFORMATION (From Photometric File) Kim Lighting UR20-68L-80-3K7-3-HDL-PT UR20 C-70-CRI TEMPLATE SPECIFICATION Horizontal Footcandles Scale: 1 Inch = 10 Ft. Light Loss Factor = 0.90 Lumens Per Lamp = N.A. (absolute photometry) Luminaire Lumens = 7853 Mounting Height = 12.00 Ft Maximum Calculated Value = 12.30 Fc Arrangement: Single LUMINAIRE LAYOUT INFORMATION # X Y Z Orient Tilt Roll Spin Tilt Correction 1 0.00 0.00 12.00 0.00 0.00 0.00 0.00 1.00 Photometric Toolbox (R) Copyright 2002-2019 by Lighting Analysts, Inc. Calculations based on published IES Methods and recommendations. Results derived from content of manufacturers photometric file. Page 2

.5 1 2 5 Kim Lighting UR20-68L-80-3K7-5W-HDL-PT UR20 C-70-CRI Horizontal Footcandles Scale: 1 Inch = 10 Ft. Light Loss Factor = 0.90 Lumens Per Lamp = N.A. (absolute photometry) Luminaire Lumens = 8080 Mounting Height = 12.00 Ft Maximum Calculated Value = 8.45 Fc Arrangement: Single Photometric Toolbox (R) Copyright 2002-2019 by Lighting Analysts, Inc. Calculations based on published IES Methods and recommendations. Results derived from content of manufacturers photometric file. Page 1