Area Lighting Catalog

8/11/2019 Area Lighting Catalog

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RE LIGH TING

682-286-0046 PH682-286-0086 [email protected]


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N A T I O N A L W I N D V E L O C I T Y M A P

NOTES

1. This map shows the maximum steady wind expectedwithin a 50 year period of recurrence at an elevation of30 feet above the ground.

2. Caution is advised in using wind velocity contours inspecial wind areas such as mountainous areas andareas around the Great Lakes.

3. Hawaii has a 80 mph wind velocity.4. Puerto Rico has a 95 mph wind velocity.5. This map is intended as a general guide. Check your

local area for unique wind conditions.


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Pole Shaft

The pole shaft is a one section design fabricated from standard 11 gauge (0.1196) or 7 gauge(0.1793) steel. The pole shaft is fabricated from high strength, low alloy steel conforming to ASTM A-595, with a minimum yield strength of 55,000psi. Each pole has a full-length longitudinal weld and is

cylindrical in cross-section having a uniform taper rate of 0.14 of diameter change per foot of length.Base PlateThe base plate is fabricated from a structural quality, hot rolled carbon steel plate that meets orexceeds ASTM A-572 with a minimum yield strength of 42,000psi. The base plate telescopes the poleshaft and is circumferential welded top and bottom. The base plate has slotted bolt holes for a 1/2variation in the anchor bolt setting.

Full Base CoverA full base cover is standard for all poles. The cover is fabricated from Galvaneal Steel and finished tomatch the pole. It is a two piece design, with anti-lift tabs, secured together with two rivets.

Hand HoleA 3 x 5 hand hole, hand hole cover, attaching hardware, and ground lug comes standard on all polesunless otherwise specified. The oval reinforced hand hole, having a nominal 3 x 5 x 3/16 wall willbe installed 18 above the base plate. A ground lug will be welded either on the hand hole frame or onthe inside of the pole depending on the design.

Anchor BoltsAnchor bolts are fabricated from a commercial quality hot rolled carbon steel bar that meets orexceeds minimum yield strength of 55,000psi. Anchor bolts are sized according to each pole designand are furnished with 2 galvanized hex nuts and 2 galvanized flat washers. Anchor bolts for

galvanized steel poles shall be fully galvanized to ASTM A-153. Anchor bolts will ship with the polesunless otherwise noted.

Pole TopEach pole will be provided with either a removable pole cap or 2 3/8 OD x 5 tenon top (other sizetenons are available). The pole top assembly is determined by the type of brackets and/or fixtures tobe supplied on each pole.

DesignThe selection of the correct pole design is predicated by the specific loading requirements of eachapplication. The poles located in the steel pole charts are designed to withstand dead loads andtheoretical dynamic loads developed by sustained winds of 80mph through 100mph time the 1.3 gustfactor (Commercial Grade Design Criteria). Effective Projected Area (EPA) is the actual adjustedprojected area of the fixtures and mounting equipment taking into account the appropriate shapefactor to result in an area having a coefficient of drag equal to unity (1.0). The combined EPA andweight of the luminaire, light support brackets, platforms and any other attachments cannot exceedthe rated EPA or allowable weight on that pole.

FinishStandard finishes available are galvanized and powder coat. Reference the Standard Finishes sectionfor more information on these applications and a list of available colors.

R O U N D T P E R E D

S T E E L P O L E S P E C I F I C T I O N S


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RO U N D T A P E R E D

S T E E L P O L E S T R U C T U R ED A T A Pole Shaft Data Base Plate Data Anchor Bolt DataNominal

Mounting

Height(ft)

CatalogNumber

Wall

Thickness(in)

Base

O D(in)

Top

O D(in)

Bolt

Circle(in)

Width(in)

Thk(in)

Dia x Lgth x Hk(in)

Anchor Bolt Template

Gross

Weight(lbs)

20 RT1-200-066-16A 0.1196 6.6 3.8 10.0 13.0 0.75 1.0 x 36 x 4 BCT-04-100-1000 171

25 RT1-250-066-16A 0.1196 6.6 3.1 10.0 13.0 0.75 1.0 x 36 x 4 BCT-04-100-1000 193

30

RT1-300-066-16ART1-300-075-16ART1-300-080-16ART1-300-080-17A

0.11960.11960.11960.1793

6.67.58.08.0

2.43.33.83.8

10.011.011.512.0

13.014.014.515.5

0.750.750.751.0

1.0 x 36 x 41.0 x 36 x 41.0 x 36 x 4

1.25 x 42 x 6

BCT-04-100-1000BCT-04-100-1100BCT-04-100-1150BCT-04-125-1200

211252272406

35RT1-350-080-16ART1-350-090-16ART1-350-090-17A

0.11960.11960.1793

8.09.09.0

3.14.14.1

11.512.513.5

14.515.517.0

0.750.751.0

1.0 x 36 x 41.0 x 36 x 4

1.25 x 42 x 6

BCT-04-100-1150BCT-04-100-1250BCT-04-125-1350

298350521

39RT1-390-080-16ART1-390-090-16ART1-390-090-17A

0.11960.11960.1793

8.09.09.0

2.63.63.6

11.512.513.5

14.515.517.0

0.750.751.0

1.0 x 36 x 41.0 x 36 x 4

1.25 x 42 x 6

BCT-04-100-1150BCT-04-100-1250BCT-04-125-1350

312370544

NOTE: Gross Weight is a nominal value which includes the pole shaft and base plate only.

RO U N D T A P E R E D S T E E L P O L E LO A D I N G C A P A C I T I E S

80 MPH w/1.3 Gust

90 MPHw/1.3 Gust

100 MPHw/1.3 Gustominal

MountingHeight

(ft)

CatalogNumber Max

EPA (ft 2)

MaxWeight

(lbs)

MaxEPA(ft 2)

MaxWeight

(lbs)

MaxEPA(ft 2)

MaxWeight

(lbs)

20 RT1-200-066-16A 23.3 583 17.5 438 13.3 333

25 RT1-250-066-16A 16.3 408 12 300 8.8 220

30

RT1-300-066-16ART1-300-075-16ART1-300-080-16ART1-300-080-17A

11.816.118.737.6

294403468940

8.511.613.528.8

213289338720

5.98.29.5

22.2

149204238555

35RT1-350-080-16ART1-350-090-16ART1-350-090-17A

14.120.640.0

353515

1000

9.815.831.8

244395795

6.512.425.8

163310645

39RT1-390-080-16ART1-390-090-16ART1-390-090-17A

11.415.031.8

286375795

7.610.124.4

190253610

4.86.4

18.3

120160458

NOTE: Maximum EPA and Weight values are calculated based on top mounted fixtures having the center of theload located 2 above nominal mounting height.


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Pole ShaftThe pole shaft is fabricated from weldable grade carbon steel structural tubing which has uniform wallthickness of 11 gauge (0.1196) or 7 gauge (0.1793). The pole shaft material conforms to ASTM A-500 Grade B with minimum yield strength of 42,000psi. Each section is one-piece construction with a

full-length longitudinal weld and is uniformly square in cross-section with flat sides, small corner radiiand excellent torsional properties.

Base PlateThe base plate is fabricated from a structural quality hot rolled carbon steel plate that meets orexceeds ASTM A-572 with a minimum yield strength of 42,000psi. The base plate telescopes the poleshaft and is circumferential welded top and bottom. The base plate has slotted bolt holes for a 1/2variation in the anchor bolt setting.

Full Base CoverA full base cover is standard for all poles. The cover is fabricated from Galvaneal Steel and finished to

match the pole. It is a two piece cover, with anti-lift tabs, secured together with two rivets.

Hand HoleA 3 x 5 hand hole, hand hole cover, attaching hardware, and ground lug comes standard on all polesunless otherwise specified. The oval reinforced hand hole, having a nominal 3 x 5 x 0.237 wall, willbe installed 18 above the base plate. A ground lug will be welded either on the hand hole frame or onthe inside of the pole depending on the design.

Anchor BoltsAnchor bolts are fabricated from a commercial quality, hot rolled carbon steel bar that meets orexceeds minimum yield strength of 55,000psi. Anchor bolts are sized according to each pole design

and are furnished with 2 galvanized hex nuts and 2 galvanized flat washers. Anchor bolts forgalvanized steel poles shall be fully galvanized to ASTM A-153. Anchor bolts will ship with the polesunless otherwise noted.

Pole TopEach pole assembly is provided with either a 2 3/8 OD x 5 tenon (other size tenons are available) or aremovable pole cap. The pole top assembly is determined by the type of brackets and/or fixtures to besupplied on each pole.

DesignThe selection of the correct pole design is predicated by the specific loading requirements of eachapplication. The poles located in the steel pole charts are designed to withstand dead loads andtheoretical dynamic loads developed by sustained winds of 80mph through 100mph times the 1.3 gustfactor (Commercial Grade Design Criteria). Effective Projected Area (EPA) is the actual adjustedprojected area of the fixtures and mounting equipment taking into account the appropriate shapefactor to result in an area having a coefficient of drag equal to unity (1.0). The combined EPA andweight of the luminaire, light support brackets, platforms and any other attachments cannot exceedthe rated EPA or allowable weight on that pole.

FinishStandard finishes available are galvanized and powder coat. Reference the Standard Finishes section

for more information on these applications and a list of available colors.

S Q U A R E N O N T A P E R E DS T E E L P O L E S P E C I F I C AT I O N S


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S Q U A R E N O N T A P E R E D S T E E L P O L E S T R U C T U R ED A T A

Pole Shaft Data Base Plate Data Anchor Bolt DataNominal

MountingHeight

(ft)

CatalogNumber

WallThickness

(in)

BaseO.D.(in)

TopO.D.(in)

BoltCircle

(in)

Width(in)

Thk(in)

Dia x Lgth x Hk(in)

Anchor Bolt TemplateGross

Weight

(lbs)10 SNT1-100-040-16A 0.1196 4 4 8.5 11.0 0.75 0.75 x 30 x 3 BCT-04-075-0850 92

12 SNT1-120-040-16A 0.1196 4 4 8.5 11.0 0.75 0.75 x 30 x 3 BCT-04-075-0850 105

14 SNT1-140-040-16A 0.1196 4 4 8.5 11.0 0.75 0.75 x 30 x 3 BCT-04-075-0850 118

16 SNT1-160-040-16A 0.1196 4 4 8.5 11.0 0.75 0.75 x 30 x 3 BCT-04-075-0850 131

18 SNT1-180-040-16A 0.1196 4 4 8.5 11.0 0.75 0.75 x 30 x 3 BCT-04-075-0850 144

20

SNT1-200-040-16ASNT1-200-040-17ASNT1-200-050-16ASNT1-200-050-17A

0.11960.17930.11960.1793

4455

4455

8.58.5

10.010.5

11.011.012.513.5

0.750.750.751.0

0.75 x 30 x 30.75 x 30 x 30.75 x 30 x 31.0 x 36 x 4

BCT-04-075-0850BCT-04-075-0850BCT-04-075-1000BCT-04-100-1050

157217198293

25


0.11960.17930.11960.1793

4455

4455

8.58.5

10.010.5

11.011.012.513.5

0.750.750.751.0

0.75 x 30 x 30.75 x 30 x 30.75 x 30 x 31.0 x 36 x 4

BCT-04-075-0850BCT-04-075-0850BCT-04-075-1000BCT-04-100-1050

190265239354

30

SNT1-300-040-17ASNT1-300-050-16ASNT1-300-050-17ASNT1-300-060-16ASNT1-300-060-17A

0.17930.11960.17930.11960.1793

45566

45566

8.510.010.510.511.0

11.012.513.513.514.0

0.750.751.01.01.0

0.75 x 30 x 30.75 x 30 x 31.0 x 36 x 41.0 x 36 x 41.0 x 36 x 4

BCT-04-075-0850BCT-04-075-1000BCT-04-100-1050BCT-04-100-1050BCT-04-100-1100

313280414350493

35SNT1-350-050-17ASNT1-350-060-17A

0.17930.1793

56

56

10.511.0

13.514.0

1.01.0

1.0 x 36 x 41.0 x 36 x 4

BCT-04-100-1050BCT-04-100-1100

474566

39 SNT1-390-060-17A 0.1793 6 6 11.0 14.0 1.0 1.0 x 36 x 4 BCT-04-100-1100 624

NOTE: Gross Weight is a nominal value which includes the pole shaft and base plate only.

S Q U A R E N O N T A P E R E D S T E E L P O L E LO A D I N G C A P A C I T I E S

80 MPH w/1.3 Gust

90 MPHw/1.3 Gust

100 MPHw/1.3 Gustominal

MountingHeight

(ft)

CatalogNumber Max

EPA (ft 2)

MaxWeight

(lbs)

MaxEPA(ft 2)

MaxWeight

(lbs)

MaxEPA(ft 2)

MaxWeight

(lbs)

10 SNT1-100-040-16A 27.4 686 21.1 528 16.6 415

12 SNT1-120-040-16A 21.7 542 16.5 413 12.7 318

14 SNT1-140-040-16A 17.4 434 13 325 9.8 245

16 SNT1-160-040-16A 14.0 350 10.2 255 7.5 188

18 SNT1-180-040-16A 11.3 283 8.1 201 5.6 140

20

SNT1-200-040-16ASNT1-200-040-17ASNT1-200-050-16A

SNT1-200-050-17A

9.115.316.5

26.8

228383411

670

6.211.211.7

20.0

155279293

500

4.08.18.3

15.1

100203208

378

25


4.99.7

10.018.1

123243250453

2.66.56.4

12.9

66161160321

1.04.13.78.9

2510393

224

30

SNT1-300-040-17ASNT1-300-050-16ASNT1-300-050-17ASNT1-300-060-16ASNT1-300-060-17A

5.75.5

12.08.3

20.3

143138300208

5066

3.02.57.74.3

13.9

7663

193108348

1.20.34.61.49.3

298

11436

233

35SNT1-350-050-17ASNT1-350-060-17A

7.313.7

183343

3.88.4

95210

1.24.6

29114

39 SNT1-390-060-17A 9.5 238 4.9 123 1.5 36

NOTE: Maximum EPA and Weight values are calculated based on top mounted fixtures having the center of theload located 2 above nominal mounting height.


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Catalog Num ber Description

4UP1-19 48" (1) arm upsweep4UP1-28 48" (2) arm upsweep at 180

4UP1-32 48" (3) arm upsweep at 1204UP1-49 48" (4) arm upsweep at 906UP1-19 72" (1) arm upsweep6UP1-28 72" (2) arm upsweep at 1806UP1-32 72" (3) arm upsweep at 1208UP1-19 96" (1) arm upsweep8UP1-28 96" (2) arm upsweep at 180

10UP1-19 120" (1) arm upsweepNote: 36 standard rise for all upsweep arms, unless otherwise requested.

UP S W E E P R M S


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Catalog Num ber Description

RBH1-28 24" (2) bullhorn at 180 with tenon mount

RBH1-38 30 (3) bullhorn at 180 with tenon mount

RBH1-29 24" (2) bullhorn at 90 with tenon mountRBH1-32 24" (3) bullhorn at 120 with tenon mount


RBH1-42 24" (3) bullhorn at 120, (1) center with tenon mount




RBH1-59 24" (4) bullhorn at 90, (1) center with tenon mount

RBS1-19 18" (1) bullhorn with side mount

RBS1-20 45" (2) bullhorn at 180 with side mount

U L L H O R N S


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G LV N I Z I N G

Surface Preparation

Surface preparation is the most importantaspect in any coating application andinvolves the following three steps: causticcleaning, pickling and fluxing. These threesteps completed correctly will ensure thatthe product will last its expected life underconditions consistent with that particularenvironment.

Galvanizing Process

The prepared material is completelysubmerged in the galvanized tankconsisting of a minimum 98% pure moltenzinc. This percentage of zinc is specifiedby the American Society for Testing andMaterials (ASTM). The temperature in thetank is maintained at about 850F (454C).The material is immersed in the tank until itreaches 850F (454C). The material is thenslowly withdrawn from the tank and theexcess zinc is removed by draining,vibrating or centrifuging.

Quality

Our products are galvanized according toapproved and highly accepted standards ofthe ASTM, the Canadian StandardsAssociation (CSA) and the AmericanAssociation of State Highway andTransportation Officials (AASHTO). Allmaterial will be thoroughly inspected at thegalvanizing facility to ensure coatingthickness and appearance meet the abovereferenced standards.


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5. S E C U R I T Y I N T E R E S T : Purchaser hereby grants CHM a purchase money securityinterest in the Products and any proceeds thereof to secure Purchasers obligation to pay the fullprice of the Products. Such security interest shall terminate upon payment in full by Purchaser ofsuch price. Purchaser shall execute such further documents, financing statements, and otherinstruments as may be requested by CHM to perfect such security interest, and Purchaserauthorizes CHM to file a financing statement or a copy of these Terms and Conditions to perfectthe security interest granted hereby.

6. CREDIT HOLD C.O.C. AND PURCHASES: CHM reserves the right to place Purchaser oncredit hold when any invoice has not been paid in full 45 days after the invoice date. The credithold will apply to existing and pending shipments and to all affiliates of Purchaser. CHM, may inits sole discretion, require that the purchase and future purchases be made on a prepaid or C.O.D.basis.

7. COSTS: If CHM is required to retain an attorney to collect balances due under this sale,or is required to defend claims brought against it by Purchaser arising out of this sale, Purchasershall indemnify and hold harmless CHM for all cost incurred in collecting balances due ordefending such claims, including but not limited to the fee of any collection agency, reasonableattorneys fees, and other expenses.

8. FREIGHT: All sales are priced F.O.B. destination, except that anchor bolts andtemplates will be shipped at the expense of, with shipping invoiced to, Purchaser. Anyreconsignment, redelivery, or storage expenses shall be the responsibility of Purchaser.

9. ROUTING H ANDLING AND STORAGE: Routing will be determined by CHM, with delivery

to the common carrier delivery point nearest to destination. Handling, unloading, storage, extralabor or mechanical facilities, and movement from the shipping destination to Purchasers job siterequired in connection therewith will be the responsibility of Purchaser.

10. T ITLE R ISK OF LOSS ACCEPTANCE PERFORMANCE: In all cases, title to the Products(other than anchor bolts and templates) shall pass upon delivery at destination and thereafter allrisk of loss or damage shall be upon Purchaser. Title to anchor bolts and templates shall pass ondelivery to the carrier. Purchaser agrees to reasonably inspect the Products within 10 days ofdelivery. The Products shall be accepted by Purchaser by an authorized and qualifiedrepresentative after inspection at the delivery point. Purchaser agrees to accept or reject the

Products in accordance with these Terms and Conditions within 10 days after the delivery date. Ifthe Products are not in conformance with these Terms and Conditions, Purchaser shall givewritten notice to CHM of any claim to that effect setting forth in reasonable detail the manner inwhich the Products do not conform. If Purchaser retains the Products after their delivery withoutgiving CHM such notice as required within 10 days after delivery, such failure shall constitute anirrevocable acceptance of the products by Purchaser except with the respect to defects notreasonably discoverable by such inspection. Purchasers sole remedy for any defects ornonconformance shall be in accordance with CHMs written limited warranty provided toPurchaser.

TERMS ND CONDITIONS

TERMS ND CONDITIONS


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16. ASSIGNMENT: The delegation or assignment by Purchaser of any or all of its duties orrights hereunder without the prior written consent of CHM shall be void.

17. CHANGES AND SERVICES: CHM reserves the right to change any feature of itspublished specifications without notice for any reason within CHMs discretion. Any advice,

technical assistance, or recommendations regarding its Products, provided by CHM is providedwithout warranty or guaranty.

18. GENERAL: No representation, affirmation of fact, course of dealing, promise orcondition in connection therewith or usage of trade not incorporated herein or in CHMs writtenwarranty, shall be binding upon CHM. This written contract is intended as the final expression ofthe contract of the parties and parol or extrinsic evidence is inadmissible to explain, vary, orcontradict the express terms of this contract. No waiver, alteration, or modification of any of theprovisions hereof shall be binding upon CHM unless specifically assented to in writing by anofficer of CHM. The contract of the sale of goods between CHM and Purchaser shall be performed

in Tarrant County, Texas. The validity, performance, and all matters relating to the interpretationand effect hereof and any amendment hereto shall be governed by the laws of the State of Texas.

19. RESOLVING D ISPUTES: Any controversy or claim arising out of or relating to thiscontract, or the breach thereof, shall be settled by arbitration administered by the AmericanArbitration Association under is Construction Industry Arbitration Rules, taking place in TarrantCounty, Texas. Judgment on the award rendered by the arbitrator(s) may be entered in any courthaving jurisdiction thereof. The parties also expressly agree that they will cooperate in theexchange of documents and lists of witnesses (including any experts) before the arbitration aswell as interviewing or deposition of witnesses. The prevailing party in any arbitration shall be

entitled to recovery of its reasonable expenses from the other party incurred in enforcing theseTerms and Conditions, including costs for attorneys fees, expert witnesses, and the arbitrators ofthe American Arbitration Association. CHM shall not be joined in any arbitration betweenPurchaser and any third-party without CHMs consent.

20. AUTHORITY: The person signing on behalf of Purchaser represents and warrants toCHM that such person is an authorized agent of Purchaser, with full power and authority to enterinto the agreement defined by these Terms and Conditions.

21. WARRANTY: The terms of the attached written warranty are material terms of theparties contract and provide limitations on the parties rights and obligations. No action may bebrought against CHM for any breach of this agreement or other cause of action more than twoyears after the delivery of the Products purchased under this agreement.

22. EFFECTIVE DAT E: These Terms and Conditions supersede any previous issues and areeffective October 13, 2006.

TERM

ND

ONDITION

Documents

Area Lighting Catalog