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HomeMy WebLinkAbout0007023111/14/2002 17:33 9796968114 RL PAYNE & ASSOC. R.L. Payne and Associates, Inc. Architecture, Planning, Interior Design, a Graphics DATE: November 14, 2002 TO: Ms. Kim Foutz City of College Station FAX NO: 979' 764 -6377 PROJECT NO: 01.03.ND PROJECT. SourceNet Solutions PAGES: �z INCLUDING COVER SHEET Please notify our office is you did not receive all of this transmission. PAGE 01/02 Fax Transmittal COMMENTS: Kim: I bolted at the fixture Table of Contents submited by Britt -Rio and malted up what each of th numbers and abbreviations mean At least those that you are Interested in revteMng. Each of the fodgres have a singe 400 watt mortal halide tarf+p The HS stands for Hou048ids Shiotd which w, ua in --A QL _La tt2 aivno 4n Aamn w-v-r wo nrlle. I Iced UD to EL. other questions or would Ike to go over the light throw of the fixtures. Thanks Robert The information contained in this transmission is privileged and confidential. It is intended for the use of the addressee. If you are not the intended recipient. pleat® be advised that any dissemination, distribution. or duplication of this transmission is unauthorized and illegal. Copies To: Mike Farwig, Britt Fax: 593-9785 fax: Fax: 1509 Emerald Parkway Suite 104 • College Station. Texas 71845 - (979) 696-7272 Fax (979) 898.8114 mm w.rtpayne.00m 11/14/200 17 :33 9796968114 RL PAYNE Q. ASSOC. PAGE 02/02 da - ©� 50URCENET TABLE OF CONTENT5 im TYPE MANUFACTURER CATALOG NUMBER AHUB GARDCO G 18- 1- 3XL- 40OMH- 277 -8RP (FIXTURE) AHUB WHITCO 5N5P25 -403 V2- AB- FP(D5) DMI9 HU820'(POLE) 5unle 400 WIJ Me &t Hclu(r ALNUB GARDCO G 18- {T}3XL OOMH 277 -BKP (FIXTURE) ALH U5 WH /rco 5N5P 15- 40-- E2- AI5- FP(D5) -DM 19 -HUB 13' (POLE A2 CARDCO G 1 8 - 2 3XL 400MH 277 - BRP (FIXTURE) A2 WN /TCO 5N5K25- 40- V2- A5- FP(D5) -DM28 (POIf) AVIUB GARDCO G 18-- 2- 3XL- �400MH- 277 -BRP (FiXTURP A2HU8 WH/TCO 5N5F25- 40- V2- AB- Ff'(DI5)- DM?8- HUB20' (POLE) B GARDCO Moose Side Sh�ld G 18- 1- �4XL- 40OMH- 277 -BRP H (FIXTUI�) B WH/TCO 5N5P25- 40V2- AB- Fr(DB) -DM 19 (POLE) BHUB GARDCO G 18- &4XL- 440MH- 277- BRP -H5 (FIXTURE) BHUB WH /rco 5N5P25- 40- V2- A5- FP(DB) -DM 19- f1UB20' (POLE) DL GARDCO 5IAI(C 400 WC-f} M ej&( 4"lute NoJsc' %c1d G 18�&4XL OOMH 277- BRP{t�(f"IXTURE) ` BL WH/TCO 5NSP 15- 40- E2- AB- FP(DB) -DM 19 (POLE) I S Vole BLHU15 GARDCO Sind lc 4/* k A(i Mel,( ri Hor�sc5td 54ise(c� G 18 400MH 277- BRP4(FIXTURE) -0AXL BLHUB KINITGO 5N5P 15- 40- E2- AD- FP(DB)-DM 19 -HUB 13' (FOIE) C GARDCO G i 8 -1 - 1- 40OMH- 277 -BRP (FIXTURE) C WH/TCO 5N5P25- 40- V2- AB- FP(DB) -DM 19 (POLE) CHUB CAROCO G 18- 1- 1- 40OMH- 277 -BRP {FIXTURE) CHUB WM /Tco 5N5P25 -40 -V2 AB- FP(DB) -DMI 9- HU820' (POLE) D CAROCO DF7-- 5P- H5P- 250MH-277- 5RP -5T 18 E 0-K UGHTING HP2- Pt13O70- RD- G3- BZP- HP2RM70M277 scw-w� BRITT RICE ELECTRIC, LP P.O. BOX 10477 COLLEGE STATION, TX. 77842 (979) 693 -4076 / (979) 693 -9785 LETTER OF TRANSMITTAL f)) 0�) '0 �- .1 TO: C OLLEGE STATION DEVELOPMENT OFFICE 1101 TEXAS AVE COLLEGE STATION, TX 77845 ATTN: NATALIE RUIZ DATE: 11/6/02 TJOB NO: 10112 ATTENTION: NATALIE RUIZ REF: SOUCENET WE ARE SENDING YOU: ❑X Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑X Plans ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ Samples ❑ Submittals ❑ Other COPIES DATE NO. DESCRIPTION 2 SITE ELECTRICAL AND LIGHTING PLANS 21 FIXTURE CUT SHEETS THESE ARE TRANSMITTED as checked below: ❑ For Approval ❑X For your use ❑X As Requested ❑ For review and comment ❑ FOR BIDS DUE 20 _ REMARKS: ❑ Approved as submitted ❑ Resubmit copies for approval ❑ Approved as noted ❑ Submit copies for distribution ❑ Returned for corrections ❑ Return approved copies F ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: OUTGOING SIGNED: �\Ia� MICHAEL FARWIG, IJSI N ENGINEER 50URCENET TABLE OF CONTENTS TYPE MANUFACTURER CATALOG NUMBER AHUB GAROCO G 18 -1- 3XL- 40OMH- 277 -BRP (FIXTURE) AHUB WH /TCO 5N5P25- 40- V2- AB- FP(DB) -DM 19- HUB20'(POLE) ALHUB GARDCO G 18 -1- 3XL- 400MH- 277 -BRP (FIXTURE) ALHUB WH/TCO 5N5P 15- 40- E2- AB- FP(DB) -DM 19 -HUB 13' (POLE) A2 GARDCO G 18 -2- 3XL- 400MH- 277 -BRP (FIXTURE) A2 WH/TCO SNSP25- 40- V2- AB- FP(DB) -DM28 (POLE) A2HUB GARDCO G 18 -2- 3XL- 400MH- 277 -BRP (FIXTURE) A2HUB WH /TCO SN5P25- 40- V2- AB- FP(DB)- DM28- HUB20' (POLE) B GARDCO G 18 -1- 4XL- 40OMH- 277 - BRP -H5 (FIXTURE) B WH /TCO 5NSP25- 40- V2- AB- FP(DB) -DM 19 (POLE) BHUB GARDCO G 18 -1- 4XL- 400MH- 277 - BRP -H5 (FIXTURE) BHUB WH /TCO 5N5P25- 40- V2- AB- FP(DB) -DM 19- HUB20' (POLE) BL GARDCO G 18 -1- 4XL- 40OMH- 277 - BRP -HS (FIXTURE) BL WH /TCO SN5P 15- 40- E2- AB- FP(DB) -DM 19 (POLE) BLHUB GARDCO G 18 -1 - 4XL -400MH -277- BRP -H5 (FIXTURE) BLHUB WH /TCO SN51' 15- 40- E2- AB- FP(DB) -DM 19 -HUB 13' (POLL=) C GARDCO G 18 -1- I - 400MH- 277 -BRP (FIXTURE) C WH /TCO SNSP25- 40- V2- AB- FP(DB) -DM 19 (POLE) CHUB GARDCO G 18 -1- I - 40OMH- 277 -13RP (FIXTURE) . CHUB WHITCO 5N5P25- 40- V2- AB- FP(D5) -DM 19- HUB20' (POLE) D GARDCO DF7- SP- H5P- 250MH- 277 - BRP -5T 18 E B -K LIGHT/NO HP2- PH3070- RD- C3- 13ZP- HP2RM7OM277 6*bvmtm+ Servicuv TYPE MANUFACTURER CATALOG NUMBER F P.A.L LM502- PH- SE -WR- 12 -05A(I 8) -F0 I - 277 -T8 (PRECISION ARCH. L TG.) F3 P.A.L LM503- PH- 5E -WR- 12 -05A(I 8) -FO I - 277 -T8 (PREC151O1V ARCH. LTG.) G DA?BR1TE 2TG332 -01 -277 -1 /3EB G2 DAYBRITE 2TG23 I UG -O I -277 -1 /2EB H KURT VERSEN P921- 32W -5C -277 J KURT VERSEN P958- 32W -5C- 277 -DM K DAYBRITE T 132-277- 1 / 1 EB KE DAYBRITE T 132 -277- 1 /1 EB -E 1 L DAYBRITE T232 -277- I /2EB -T5R4 L -1 20 DAYBRITE T232 -1 20 -1 /2EB -T5R4 M TREND LIGHTING PD5528- 42- 34XG -5 TO I WNASE CAP P DAYBRITE 8UC 132 -W -277- I /I EB Q DA YBRITE(NITEBRITES) WLR400MMT -PE R DAYBRITE ID I K42-120 5 OMEGA OM 10 1 75E28MH -05 -1 20 T DAYBKME 5J232-277-1/2E]3 U DAYBRME VI515011 2 -W -G X I LIGHTGUARD DXLN I R X2 LIGHTGUARD DXLN I R EM DAYBRITE 5J232 -277 -1 /2EB -E I EM I MCPHILBEN ETGL 18W -PSWC GULLWING G13 AND G18 AREA LUMINAIRES SPECIFICATIONS GENERAL DESCRIPTION: The Gardco GuNwing is an area luffik*e defined by its sleek profile and rugged construction. The housing is are- piece, diecast aluminum and mounts directly to a pole or wail without the reed of a separate support arm. The mufhceted m-ff nage duplicating optical systems provide IES Types 1, 11, III, IV and V distributions. The door frame is single -plece diecast aluminum and retains an optically clear tempered flat glass lens. The luminaire is completely sealed and gasketed preventing intruusion from moisture, dust and insects. The Gullwing luminaires are finished with a fade and abrasion resistant TGIC powdercaat. HOUSING: A oremniece diecast aluminum housing mounts directly to a pole or wall without the reed for a support arm. The low pra5le rounded form reduces the effective projected area of the lurninraire W only .8 fe for the G13 and 12 ff for the G18. LENS ASSEMBLY A single -piece diecast aluminum lens frame hinges down from the housing and is segued by a stainless steel larryard and hinge pin. An optically dear, heat and impact resistant tempered flat glass lens is mechanically secured with six (G13) or eight (G18) retainers. The electrical and optical cnarnbas are thoroughly sealed with a aniaince memory retentive hollow -core EPDM gasket to prevent intrusion by moisture, dust, and insects. OPTICAL SYSTEMS: The segmented optical systems are manufactured from homogenous sheet aluminum which has been electrochemically brightened, anodized and sealed. The multifaceted arc image duplicating systems are designed to produce IES Types 1 (1), If (2XL), III (3XL), N (01.), and V (Q). With the 2XL, 3XL and 4XL luminaries, the reflector facets form a conical fan around the arc tube with each facet positioned to be precisely tangent to the top of the arc tube. The lampholder is glazed porcelain with a nickel plated screw shell. Position-oriented sockets to accept super metal halide lamps are supplied standard. AN G18 units feature lam stabilizers except 150 HP& ELECTRICAL.: AN electrical components are UL recognized, factory tested, and mounted on a unitized plate with quick electrical disconnects. Each high power factor ballast is the separate component type capable of providing reliable lamp starling down to - 20(17. FINISH: Each standard color Wffw Aire receives a fade and abrasion resistant, electrostatically applied, thermally cured, trigiycidal hsocyanumte (TGIC) textured polyester powdemoat finish. Standard colors include bronze (BRP), black (BLP), white (WP), and natural aluminum (NP). Consult factory for specs on optional or custom colors. LABELS: AN fixtures bear UL or CSAICUL (where applicable) wet location labels. D I M E N S I O N S EPA (ft7 A B C D 1 2 314 G13 2212" 13 12" 4 314" 8 12" .8 1.6 22 57.25 an 34.1 ctn 12.14 cm 21.54 an G18 31 12" 18" 1 612" 11 1/2" 1.2 2.4 3.2 60.01 cm 45. ton 1 16.66 crn 29.21 ctn 1 Gerdoo Ligidbg reserves Me right b drerge nNW06 or nm ft the design d Ms product wi r� as part of Me cwWWs cwftWn9 pw*ut pnpro wnerd proWML TM GWM" design is proDeotsd by U.& Patent reM*W DMMI.659. The 70. opWW system is protsded by LM pd" number 5680422. O Copyright Ganko UgMng M. M RWft Reaeraed. lmerrmtionei CopyrlgM 3ecrred. 2661 Alvarado street San Leandro, CA 94577 800=7 -0758 510!357 -6900 In Ull rnle Fax 510!3573088 d1olk*I corn GeNyte Thomas GoW LLC L I G H T I N G 79115-85W A R E A 1i Key to Selecting Pole Standards RTSP - 30 - 77 - E2 - AB - FP(WH) - DM19 - XX category Pole Elelglu wall „ Finish Standard Opww Features'• ATSP - Round Tapered 10 Thicimen Galvanized Drilling Patterns Steel Pole - 20 S - 0.1196" - Finish was -1@90° - Upanept Arm bracket , ` B -0.1660' " Fainted DH76 -2 @ 180° SP - � brace RNSP - Round Non - tapered - 30' _. N - 0.1793' 'GF - t� � DW9 -2 @90° FS - Festoon BM Steel Pole 35 - 35' 40 - 40' '` - 0.1875" = Paint D102 -3@ W DU - Duplerreceptade STEP - Square Tapered 46 - 45' H - 0.2500" *Standard Colors DUn - 3 @ 90° GF - Ground Fault Interrupt Steel Pole 50 - 50' WK White DAM-449(r VB - Vibration Damper SNSP - Square Non - tapered 60 - 60' 70 - 70' Material Yield - B - Dark Bronze Standard Tenons BC - &eekaWBy amplinpa Steel Pole Sttangth Ira -)dad Brom TB - Thnslarmer Base STHP - Square Tapered BM D 1 - 65 ksi AL - Alumimmi BL - Black T20R - TER-20 -R5 FB - Fu@ Base cow Hinged Pole - Special T25R - TEN -25-85 -Nut Covers 4 • l� " 3 - B ksi TM -TEN-30-RS - Cares Arm SHED.+- Square Non - tapered 63 - 6. r T36R - TEN -35-RS Hinged Pole 70 - 7.0" � 'lgPe . TJOS -TEN 305 . BH - BuMbom Bracket 77 - 7.7" 84 - 8.4" AB - Anchor Base T� LP -t Pratectim BO - 9.0" EM - Embedded T40S - TEN -40-M GL - Qbeuucticn Low 10 -10.0" LAB- Less Anchor T468 - TEN -45 -5 etc.... Bolts+ ',.. •: Please order accessories per catalog number as a separate line item. Also, please specify quantities, mounting heights and orientations as necessary. + Please specify existing situation or special circumstance. SIC FACTORS ESSENTIAL TO SELECTING THE OPTIMUM STANDARD 1. Pole height - The pole height will be determined by the lighting requirements as specified by the project designer. These lighting requirements will cause variance in the pole height, which is dependent upon fixture types, lighting level and uniformity requirements. 2. Wiled Velocity - The wind velocity shall be determined from either the project specifications or the wind velocity map on page 4-1. This wind velocity map is based upon a 50 -year mean recurrence interval. The wind values shown on this map represent wind velocities at 30 feet above the ground. When a project location is sited between adjacent wind zones, the wind zone with the greater wind velocity should be used. Also, please be aware that special wind conditions may exist around mountainous areas or locations with unique terrain. Special design consideration should be given to such areas. 3. EPA - The EPA (Effective Projected Area) of the system should be computed by summing all of the EPAs of the external appurtenances, which are mounted an the pole. The EPA for lighting fixtures can be deter- mined by referencing the appropriate manufacturer's catalog. EPA values for all brackets can be found in the appropriate table located in this catalog. 4. Weight - The weight of the system should be computed by summing all of the weights of the external appurtenances mounted on the pole. Weights of fixtures and brackets can be determined from the appropriate lighting fixture manufacturer's catalog and the appropriate table in this catalog respectively. 5. Pole Duty Rating - The pole duty rating should be determined by comparing the system EPA and weight with the EPA and weight capacities listed in the appropriate maximum loading table located within this catalog. The values detailed in this table reflect the maximum capacities of the respective poles and are based upon a loading centroid located at the top of the pole. 6. Pole Base - The pole base (Anchor Bolt or Embedded) is typically determined by the project specifications. 0 2M WhAw Company. LLP 3 -1 W H I r C O Revised 81=1 M ind velocity Map O m 4 Lo cog �, �. . b . A4 m 0 m w w w ° 49. m� Y o N� sr w � m o o� m� m §o om a �m P4 W H 1 T C O � m Revised 812/01 4 -1 0 aom vvnum Copy UP S'-- R d -O-RR Sttuctural Design The pole standards shown in this catalog are designed for the combined effects of both wind and dead load. The wind load effects have been analyzed with wind velocities ranging from 70 to 120 mph plus a 1.3 gust factor. Due to varying wind effects, height correction factors and drag coefficients have been applied to the entire structure. The dead load effects have been determined by using a final deflected position analysis to account for secondary moments caused by eccentric dead loads. These combined loading effects have been used to determine the maximum allowable loading capacities, which are shown on the following pages. These maximum loading capacities include an appropriate factor of safety, which is based upon the minimum yield strengths of the materials. Pole Shaft Each pole shaft is made from a single ply steel sheet. This steel sheet is formed into a tubular shape with one or more longitudinal welds; no welded splices are permitted. This tubular shape has a cross - section, which is either round or square and is either tapered or non - tapered along its length. Standard taper mites include 0.11 inches per foot for square poles and 0.14 inches per foot for round pales. The material used for the pole abaft meets the requirements of ASTM A500 Grade -C, ASTM A595 Grade -A, or ASTM A-572 GR 65. Poles, which exceed 50 feet in length, are designed as two-piece pole assemblies. These two -piece assemblies are joined together by telescoping the upper "female" section over the lower "male" section by a minimum lap distance of 1.5 times the female inside diameter. The longitudinally welled seam on the female section is welded both inside and out to insure 100% weld penetration at the telescoped area Pole assemblies, which exceed 50 feet in height, are also designed with an internal cable guide and strain relief mechanism, which is typically attached at the mid -height of the pole assembly. This cable guide assembly consists of an offset bad steel pipe sleeve with internal PVC sheathing to reduce wear, and a hand hole opposite the offset bar for access. Hinged Poles All hinged Poles are equipped with a shroud and an external binge assembly to facilitate lowering the top of the pole for maintenance purposes. The shroud is made of a commercial quality carbon steed which meets the requirements of ASTM A572 Grade 50. The shroud is designed to conform to either a taper or non tapered square pole and includes a locking device which prevents unauthorized lowering of the pole. The external hinge assembly includes a stainless steel Pin. Base Plate Base plates are integrally welded to the bottom pole section of all anchor base -type assemblies with either a telescopic weld or a full - penetration weld with a back up -bar. The material used for these plates will conform to either ASTM A36 or ASTM A572. Anchor Bolts All standard anchor bolts meet the requirements of ASTM F1554, Grade 55. The bolts have a minimum threaded length of at least 6 inches and are galvanized for a minimum of 12" on the threaded end to the requirements of ASTM A153. Each anchor bolt a supplied with two hex nuts and two flat washers. All standard anchor bolts have a "booked" end on the embedded portion to assist in the development of pull - out - strength. Hand Holes All hand bolas are peripherally reinforced with flat bar which is integrally welded to the pole shaft. Each pole will either have 3 "x 5' or 4'x 6.5" reinforced hand bole located 18" from the base of the pole or for embedded poles, 18" above finished grade. Cover plates are included with all hand holes and are attached to the pole with a back -bar and screw. Bn dwdded Pales Embedded pow win be set directly into the ground by an embedment distance which is equal to 10% of the free pole height plus 2 feet with a minimum embedment depth of not lose than 5' -0". The embedded pole will not utilise a stub base or base plates as an anchoring means, but will rest upon a bearing plate which is integrally welded to the bottom of the pole shaft. The embedded portion of the pole Plus 6" will be additionally protected with a mastic costing described hereafter under "Protective Coatings ". Two 3" a 5' hand holes located 24 inclose below grade and oriented at 180' degrees apart will be provided for wire access. Protective Coatings All Pole abaft sections are either galvanized, powder coated, painted or any combination thereof. Galvanizing is dame in accordance with the requirements of ASTM Al23. Each abaft assembly is completely coated both inside and out with a simple dip. Double dipping will not be permitted in compliance with USGA (United States Galvanizing Association) recommended practices. Powder coated poles are covered with a urethane polyester powder meeting the requirements of the project specifications and cured m a oanvectdon oven at 400 degrees Fahrenheit. Liquid Painted Poles are typically primed and finish painted to the requirements of the project spec ifimtions. Both powder coated and painted poles are wrapped to a protective plastkrbecked foam prior to shipping to safeguard against freight damage. Embedded portions of all pole shafts will be protected with a mastic costfmg which meets the performance requirements of TT V 51F Varnish: Asphalt. welding All welding is performed by AWS (American Welding Society) certified welders and all welds comply with the most recent edition of the AWS Structural Welding Code. 0 nom Wamo Mss, xrr 5-1 ttl W H I Ira O ® Square Aro (Aacbor Sale) _+TOP WIDTH DIA -" I (2) NUTS 2) PLAT WAS M I LENGTH (� HOOK — SHAFT f LENGTH DETAII. i ANCOKW4 0= WMTMH MAX BOLT i CIRCLE DIA. ' t i MIN. BOLT or REUMRCBD CIRCLE DW HAND BASE WMM ALI T w- - - -- - WALL nM + Iff DrrmL PMAlIMMY DETAII.2 Ti A aompiete library of drawbW is available electronicW.. Please cons= Y 2*W far furtherintormatbm ttl W M t T C C2 18 - 0 2M Wb=Camp".ur Square Non - Tapered (Anchor Base) 0 xom Wbtw COMPM. uv 19 -1 W H 1 T C O Revised 8117101 TYPE: ALAU6 GULLWING G13 AND G18 AREA LUMINAIRES GENERAL DESCRIPTION: The Garda Gulwing is an area lwninatre defined by its sleek profile and rugged Win. Available in two sizes, the housing is one-piece, diecast aluminum and mounts directly to a pole or wall witllaut the need of a separate support arm. The mudbcoted amwimage duplicating optical systems provide IES Types 1, 11, III, IV and V distributions. The door frame is single -piece diecast aluminum and retains an optically clear tempered flat glass lens. The huninaire is completely sealed and gasketed preventing intrusion from moisture; dust and insects. The Gullwing luminaires are finished with a fade and abrasion resistant TGIC powdercoaL O R D E R I N G PREFIX CONFIGURATION DISTRIBUTION G18 1 G13 1 s� aerrrrby GIs 2 Twin G im 2@90 3 T dOe G 90• 3@120 74* R 110' 4 QuadAmenWly 2XL 1 $pa t Hhr&wWbump (G18pa1e owfta* WA above 408w) 2XL l�s r, ►+b�mor�rLarrgv 3XL s f 1da."defforp 4XL Gyps N, Hadmnbl Lamp Q TWO V. Hadmnbl Law (618 wx WA above 400*) w WaOMant RecessedJ48ar VUS Wag Mark Surbw Carder WATTAGE 250HPS VOLTAGE FINISH OPTIONS ©EMI ::!; G13 G18 120 — BRP 5011111111 10OMW 25OPSMH 206 BLIP TOMB 150MH' =PSMH 240 y 100 M 17 AAH 350PSMH (WA wO Mw and 1000w) 15OMH 250MH 400P$MH Z77 � P 175MH MHe 750PSMW 347 OC Natural Aluminum Paint 750Mw 480 SC wwS' 1000MH'" 150"PS Optional Coto Paint 70HPS 25OHM Pole Top Filler - 31124' Die. Tenon 100HPS 400HPS irwtowwwo P kA000nW Receptacle only SQPTF 150HPS 600HPS rhawn In Cofer SebaOar Gul1e. acOC- RAE7024 POLE' Pb or rye Sag Lena T50HPS' Square Pole SPfw (G18 or* For MH Mebl HAWS PS H PWn Sbrf MAW HAWS Speml Color Paw HPS no F4aswre Sodrrrrr The w*mounfedeWba43'orrwWw 1. 120 and277V Asqubss EDZ8 cr6T0 redrasd fisdsbd &M 3 Firnt hed vAh sect qbw Yne o* 4. Rbqu1rsr 8137 xwdx*djKh0ed 1 &W 5. Wntre I PCB I F LF PC PCR POLY HS as RPA1 RPA2 PTF2 PTF3 PTF4 SG SQPA TSPA SPA FINISH: OPTIONS. F F� (b ( N-0 RPA2 4'and 5' Rawl Pole Adapter BLIP Black (WA wO Mw and 1000w) (G18only lisgrrW br4' -$00 round Pd a) wP VVNIe Paint LF In-�e Fusing PTF2 Pole Top Fhw - 2 318" Die. Tenon NP Natural Aluminum Paint PC Phokmn9ol and Receptacle PTF3 Pole Top FNw - 3.3 Ur Die. Team oC Optional Coto Paint (WA *04SW laaownwxk wm oanbird PTF4 Pole Top Filler - 31124' Die. Tenon Spwafly RAE daa&w9was PCR irwtowwwo P kA000nW Receptacle only SQPTF Square Pole Top Rtler rhawn In Cofer SebaOar Gul1e. acOC- RAE7024 POLE' Pb or rye Sag Lena 3011A Square Pole SPfw (G18 or* For of2-wY0 00:349W -44W. SC Speml Color Paw (G13- 100wmmG18- 25Dwmax) The w*mounfedeWba43'orrwWw ( Am# swPY eofrr daiP) Internal de Shield po I— than 4.5 . a pole QH8 Quartz Stoneby V /a r e qu W. (GI3 lWwnm r G18. 60 ernwo TM Tapered Square Pole 3pocw SG Sag Glaw Lens on 6su otwowes) n* godw in Nq ied brpoles Yes Bran 35' (8rppfbd - I dad we 75D* and 100040 down b Z75'squrs RPr►1 . 3' Round Rile Adapter am Square Pole Adapter PIS a*Regyied round or (G13 * Rap~ fa r agt— pales) bpwed round pots W we bap OD is leas Burt 4') TYPE PREFIX CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS 2661 Alvarado Street San Leandro. CA 94577 800/227 -0758 5101357-6900 in California Gerdcm LignIng roserwus the 6" b d=P malwWs or modgy the design of Its product wl8uad no0katlon as part of Fax 5101357 -3088 the company's COMM ft product Improvenurd ProW—The GUIW rp design Is protected by U-& petwrt number sitelighting.com DES391.059. The XL aptiurl sydem Is protected by US patam number 5890M. 9; O CwpW Gahm Lighting 2001. AN RVhb Reserved. InrrnedorW Copy W secured. Gerryte Thomas Group LLC t I G H T I N G 79115415002 GULLWING G13 AND G18 AREA LUMINAIRES S P E C I Fl CATION S GENERAL DESCRIPTION: The Gardco Gullwing is an area luminaire defined by its sleek profile and rigged construction. The housing is one - piece, diecast aluminum and mounts directly to a pole or wall without the need of a separate support arm. The mulilaceted araimage duplicating optical systems provide IES Types I, 11, III, IV and V distributions. The door frame is single -piece diecast aluminum and retains an optically dear tampered flat glass lens. The luninake is completely sealed and gasketed preventing intrusion from moisture, dust and insects. The Gulwing luminaires are SWW with a fade and abrasion resistant TGIC powdercoat HOUSING: A one -piece diecast akunilum housing mounts directly to a pole or well without the need for a support arm. The low profile rounded form reduces the effective projected area of the kmrninaire to only .8 IF for the G13 and 12 fl' for the GIB. LENS ASSEMBLY. A single -piece diecast alantrNmn lens frame hinges down from the housing and is seared by a stainless steel lanyard and tinge pin• An optically clear, heat and impact resistant bnpered flat glass lens is mechanically secured with six (G13) or eight (GIB) retainers. The electrical and optical c harmdners are flnoroughly sealed with a one -piece memory retentive hollow -core EPDM gasket to prevent intrusion by monks% dust, and insects. OPTICAL SYSTEMS: The segmented optical systems are manufactured from homogenous sheet aluminum which has been electrochemically brightened, anodized and sealed. The multifaceted arc image duplicating systems are designed to produce IES Types 1 (1), II (2XL), III (3XL), N (4XL), and V (0). With the 2XL, 3XL and 4XL luminaries, the reflector facets form a conical fan around the arc tube with each facet positioned to be precisely tangent to the top of the arc tube. The larnpholder is glazed porcelain with a nickel plated screw shell. Position- oriented sockets to accept super metal halide lamps are supplied standard. All GIB units feature tamp staMlizers except 150 HPS. ELECTRI CAL: All electrical components are UL recognized, factory tested, and mounted on a unitized plate with quick electrical disconnects. Each high power factor ballast is the separate cornponent type capable of providing reliable lamp starting down to 20(F). FINISH: Each standard color lrminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) textured polyester powderoat finish. Standard actors include bronze (BRP), Mack (81.1 white (WP), and natural aluminum (NP). Consult factory for specs on optional or custom colors. LABELS: All fixtures bear UL or CSNCUL (where applicable) wet location labels. DIMENSIONS A EPA (its A B C D 1 2 314 G13 221/2" 131R" 4 3/4" 8 1/2" .8 1.6 22 5725 crn 34.16 cm 12.14 an 21.54 art GIB 31 1/2" 18" 61/2" 11 1/2"H 12 2.4 3.2 80.01 cm 45.72 an 116.66 an 2921 an Gardoo Ughsng reserves the rWM b dwngs nrlerisis or mactry the design of as product %AtlW nWcstion as part or the companys coat null g product IrnproUement program. The Gullw ng design Is protected by U.S. patent member DE &391.859. The XL optical system Is protected by US. patent number 560422. O Copyright Garden Lighting 2001. AA RWft Reserved. lnAxnetlonal Copyright secured. 2561 Atwrado streak San Leandro, CA 94577 6001227 -0758 5101357-69M In C49 arrda Feu: 510/3573088 sWighftcorn Can" Thomas Group LLC L I G H T I N G 79115851202 IM Key to selecting Pole standards RTSP - 30 - 77 - E2 - AB - FP(M - DM19 - XX Category Pole Height Wall Finish Standard Faettuas'• 10 = 10' Thickness Drilling Patterns 16, J • RTSP - Rand Tapered 20 _ 20 - Galvanized UP - Upmept Amt bracket Steel Pole 25 = 25' 'v: E - 0.1196" - Film U19-low 30 ' 30' B -0.1560' Pai tad *GP DIi28 - 2 � 180' SP - Spoke hadiet RNSP - Round Non tapered N -0.1m - Gale and DUN - 2 0 90° F= - Faimm Bo: steel Pole 3 ' 35' 40 - 40' v -0.1875' Paint DIM - 3 N 120° DU - Dupk receptacle STEP - square Tapered 45 = 45' *i H - 0.2500" 'Standard Calais DIM - 3 ® 90° GF - Gmoad Fault I empt steel Pole 50 = 50' v DINS - 4 N 90° � - Vftmim Damper so = 60' Nstnw k1a - wwte - Square Non - tapered 70 - • �; `z . Yield - Dark amore Standard Tenons BC _ BAY �dis9a Steel Pole :' gt" 11B - Ned Bumas TB - Thesbrear Bees STIR? - Square Papered Vase I11aa ► eta[ I - 65 ksi AL - Akunirmm a BL - Bkvck T20R - TIN -2045 1B - Fu6 Base cover Hinged Pole -55 kai ` Sp - Spaoel TM - TE -2M IkC - Nutcoveas I a _ -46 � M - �� CA - CroeaArm SNIP - Square Non-tapered TXR - TEN -3&BS Hinged Pole - 7.0" 77 -7.7" Saes .. ' _ ' ' T309 - TEN 30-S5 M - Balham Bmciet - 9.4" - Anchor Base TSSS - - puseetba 90 90 -9 .0" ]3M - Embedded T40S - TEN-40-SS OL - OLeemctlan Lights 10 -10.0" LAB- Less Anchor T45S -'TEN45s5 arc._ Botts+ *, Please order aamsories per catalog number as a separate line item. Alm please specify quantities, mounting heights and orientations as necessary. + Please specify existing situation or spec lai circumstance. SIX FACTORS ESSENTIAL TO SELECTING THE OPTIMOM STANDARD 1. Pole Height — The pole height will be determined by the lighting requirements as specified by the project designer. These lighting requirements will cause variance in the pole height, which is dependent upon fixture types, lighting level and uniformity requirements. 2. Wind Velocity - The wind velocity shall be determined from either the project specifications or the wind velocity map on page 4 -1. This wind velocity map is based upon a 50 -year mean recurrence interval. The wind values shown on this map represent wind velocities at 30 feet above the ground. When a project location is sited between adjacent wind zones, the wind zone with the greater wind velocity should be used. Also, please be aware that special wind conditions may exist around mountainous areas or locations with unique terrain. Special design consideration should be given to such areas. 3. EPA - The EPA (Effective Projected Area) of the system should be computed by summing all of the EPAs of the external appurtenances, which are mounted on the pole. The EPA for lighting fixtures can be deter- mined by referencing the appropriate manufacturer's catalog. EPA values for all brackets can be found in the appropriate table located in this catalog. 4. Weight — The weight of the system should be computed by summing all of the weights of the external appurtenances mounted on the pole. Weights of fixtures and brackets can be determined from the appropriate lighting fixture manufacturer's catalog and the appropriate table in this catalog respectively. 5. Pole Duty Rating - The pole duty rating should be determined by comparing the system EPA and weight with the EPA and weight capacities listed in the appropriate maximum loading table located within this catalog. The values detailed in this table reflect the maximum capacities of the respective poles and are based upon a loading centroid located at the top of the pole. 6. Pole Base - The pole base (Anchor Bolt of Embedded) is typically determined by the project specifications. 0 wm w>aw cumpan. u e 3 -1 W H I T C C IM Revised 812/01 ® - A R E A Wind velocity Atop m Q Y � ww Q o� � ZI m Y m m AH8 - g U �+ m o all a m� O 3 d� M A�W a•C�� ., o m OR W H I T C C Revised 8/2101 4 -1 0 3M Vibgw C°mp"ny. LIP nSpecifications Structural Design The pole standards shown in this catalog are designed for the cvrnbdned effects of both wind and dead load The wind load effects have been analyzed with wind velocities ranging from 70 to 120 mph plus a 1.3 gust factor. Due to varying wind effects, height correction factors and dreg coefficients be" been applied to the entire structure. The dead load effects have been determined by u Wg a final deflected position analysis to account for secondary moments caused by eccentric dead loads. These combined loading effects have been used to determine the maximum allowable loading Capacities, which are shown on the following pages. These maximum loading capacities include an appropriate factor of safety, which is based upon the minimum yield strengths of the materials. Pole Shaft Each pole shaft is made from a single ply steel sheet. This steel sheet is formed into a tubular shape with one or more lma g tudinel welds, no welded aphides are permitted. This tubular shape has a cross - section, which is either round or square and is either tapered or non - tapered along its length. Standard taper rates include 0.11 (aches per foot for square poles and 0.14 inches per foot for round poles. The material used for the pole shaft meets the requirements cf ASTM A500 Grade -C, ASTM A595 Grade -A, or ASTM A-572 GR 65. Poles, which exceed 50 feet in length, are designed as two-piece pole assemblies. These two -piece assemblies are joined together by telescoping the upper "female" section over the lower "male" section by a minimum lap distance at 1.5 times the female inside diameter. The longitudinally welded seem an the female section is welded both Inside and out to (ramie 100% weld penetration at the telescoped area. Pole assemblies, which emceed 50 feet in height, are also designed with an internal cable guide and strain relief mechanism, which is typically attached at the mid - height of the pole assembly. This Cable guide assembly consists of an offset bat; steel pipe sleeve with internal PVC sheathing to reduce weer and a hand ]role opposite the offset bar for access. Hinged Poles All binged poles are equipped with a shroud and an external hinge assembly to facilitate lowering the top of the pole for maintenance purposes. The shroud is made of a commercial quality carbon steed which meets the requirements of ASTM A572 Grade 50. The shroud is designed to conform to either a taper or non square pole and Includes a locking device which prevents unauthorized lowering of the pole. The external hinge assembly includes a stainless steel Pill Base Plate Vase plates are integrally welded to the bottom pole section of all anchor base4ype assemblies with eitha a telescopic weld or a full-penetration weld with a back -up -bar. The material used for these plates will conform to either ASTM A36 or ASTM A572. Anchor Botts All standard anchor bolts meet the requirements of ASTM F1554, Grade 55. The bolts have a minimum threaded length of at least 6 inches and are galvanized for a minimum of 12' on the threaded end to the requirements of ASTM A153. Each anchor bolt is supplied with two hex nuts and two flat washers. All standard anchor bolts have a "hooked" and an the embedded portion to assist fin the development of pull-out- strength. Hand Holes All band holes are peripherally reinforced with fiat bar which is integrally welded to the pole shaft Each pole with either have 3 "x 5" or 4"x 6.5" reinforced hand hole located 18" from the base of the pole or for embedded poles, l8' above finished grade. Cover plates are included with all hand holes and are attached to the pole with a back -bar and screw Embedded Pries Embedded poles will be set directly into the ground by an embedment distance which is equal to 10% of the free pole height plus 2 feet with a minimum embedment depth of not less than F-O ". The embedded pale wilt not ut0ize a stub base or base plates as an anchoring means, but will rest upon a bearing plate which is integrally welded to the bottom of the pole shaft The embedded portion of the pole phis 6" will be eddi kinally protected with a mastic coating described hereafter under "Protective Coatings ". Two 3" x 5" hand holes located 24 inches below grade and oriented at 180 degrees apart will be provided for wire access. Protect[" Coatings All Pole shaft sectiars are either galvanized, powder coated, pointed or any combination thereof. Galvanising is done in accordance with the requirements of ASTM Al23. Each abaft assembly is completely coated both inside and out with a single dip. Double dipping will not be permitted in compliance with USGA (United States Galvanizing Association) recommended practdcas. Powder coated poles are covered with a urethane polyester powder meeting the requirements of the project specifications and cured in a convection oven at 400 degrees Fahrenheit. >&PAd painted poles are typically primed and finish painted to the requirements of the project specifications. Bath powder coated and painted poles are wrapped In a protective plastic backed foam prior to sbipping to safeguard against freight damage. Embedded portions of all pole shafts will be protected with a mastic coating which meets the performance requirements mf TT -V 51F Vanndsh: Asphalt. Welding All welding is performed by AWS (American Welding Society) certified welders and all welds comply with the most recent edition of the AWS Structural Welding Code. t1l W N 1 0 mot W=w wm tar 5-1 Square Non- (Anchor Base) SHAFT LEUG H WMTH 1:I DIA (a) HOTS FLAT WASHERS Ki DETAM i I ANCEDR-sm F MAX ( CIS M& `1 1 , MEN EDM BEB�FOncED cutcrs Du HAND ME E BASE WIDTH 1 WALL nM + Iff DSTAII. I Tors ELT 9 FDRrAM 2T sas"IM9 A c m hto drat ys is avaftWe edeat-naimay. Bean canted Pfidic+u tar furtherrink matkuL ttl W" 1 T C O 16 - 0 mft anwconw.n, ur Square Non - Tapered (Anchor Base) 0 zom wufto cow, ue 19 -1 W H 1 T C O Im Revised 8/17/01 TIPS :A2' GULLWING G13 AND G18 AREA LUMINAIRES GENERAL DESCRIPTION: The Gardco Gullwing is an area iumimaire defined by its sleek profile and rugged construction. Available in two sizes, the housing is one-piece, dimst aluminum and mounts directly to a pole or wall without the need of a separate support arm. The mudfaceted aro-image duplicating optical systems provide IES Types I, Ii, III, IV and V d''mWx fiats. The door frame is single -piece diecast aluminum and retains an optically dear tempered flat glass lens. The huninake is completely sealed and gasketed preventing intrusion from moisture, dust and insects. The GulWng luminaires are finished with a fade and abrasion resistant TGIC powdercoat. O R D E R I N G PREFIX CONFIGURATION OWROUTION WATTAGE VOLTAGE FINISH OPTIONS G18 1 BRP Bronze Paint 210_ Fusing (b H-0 250HPS ZT7 Bieck Paim 8RP (WA *Atr 75ow and 1008*) PCB WP While Palm LF In- LIneM-Pafe Fusing PT F2 Pole Top Filler - 2 318' Die. Tenon NP Natural AMmirwm Paint 013 1 1 613 _ pia 120 F PTF4 Pole Top Rrtler - 31f$ 4' Die. Terror AWAMW 4w 4 11tvOwr0ellanp (GiBwb nawWg any SORW 100MW 25OPSMH 115011111W 20S BLP LF G18 2 WA.bons4W*) SQPA Square Pde spacer (G18o* For 240 WP PC „ 1w - SC 100 H 175MH 35OPSMH NP PCR Mpoc* Al sgpy color d*0 HS 1 250MH 400P 1 2 QS QwutzStandby N rlortaonfailsnp 1175111111H MIF 75opUff OC POLY TSPA Tapered Square Pole Spacer Twin 0 90' 3XL 750MW 480 Sc HS 3 ryw fa, Horraxwi I pq, 50HPS' 100MI 150HPS as 3' Round Pole Adapter T421" G 90' 4XL 70HPS 250HPS (G18 of* Repukedb/3' no" or RPA1 30 120 Type IV, tbrmonml Lam 100HPS 400HPS RPA2 Trips a 120' Q 150HPS 600HPS PREFIX CONFIGURATION DISTRIBUTION WATTAGE PTF2 4 Type V Hortilordal L-W 750HPS' Qusd ANewnW (G18 w* WA abae 400w) Aff AfsW kb e Pam A*@ Stied A&W Ha" PTF4 w tips Mph Presrre Sam= SQPTF KW III RecessedJ -1W � 120and2Ma* SG WS Requies FDW or B7Y8 reduoWisdsbd Aerip SQPA 141W AbuN SwioN ON" 3 Finished faith sag 9*s bas a * 4. ANgrlres8737rodreed*dis11WAwp TSPA 5. 16rdim PxW bow saps required SPA FINISH: OPTIONS: BRP Bronze Paint F Fusing (b H-0 RFI42 4 "and 5' Rowel Pole Adapter BLP Bieck Paim (WA *Atr 75ow and 1008*) (G 18 aNte Acquired br 4•SOD routs poi WP While Palm LF In- LIneM-Pafe Fusing PT F2 Pole Top Filler - 2 318' Die. Tenon NP Natural AMmirwm Paint PC Photocor" and Receptade PTF3 Pole Top Filter - 3 IW Dim. Tenn OC Optional Color Paint (WA *Wr 4M 1880wnw mm aorrrbtrred PTF4 Pole Top Rrtler - 31f$ 4' Die. Terror TYPAL dasonobn as PCR konrow 1 eaiwige) Phdocwttrol Receplade only 31 square Pole TopFitler shorn b Collor8eYrafon GuW& cc OC AAL>aat POLY Polycwbonab Sag two SQPA Square Pde spacer (G18o* For mdliguallo w oft- W Q JIM, 3mW-4.W SC Spedel Color A" (G13- 100wawG18- 2Wwnwr.) The urltneuntrolkaWba4.5'ar9rsabr Mpoc* Al sgpy color d*0 HS Internal House" shield spurs pots, For pose tsar lien 4-57, a pde QS QwutzStandby ww-sraw~- (G13 100w tow GIB - 800*mea) TSPA Tapered Square Pole Spacer SG Sag Glass Lem (b sw of at pus) This apsion is tsqutw br poise bs then 35' (SuppssdANWad1I730w and 16OW dormro2 RPA1 3' Round Pole Adapter SPA Square Pole Adapter (G18 of* Repukedb/3' no" or (G13 or* Rsgt~AmrsgumrspoW) Wipered MW poles Arena lop OD is am Bun 4') TYPE PREFIX CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Gardoo Lighting reserves the right b dnnge materiels or nw ft the design of Is product wflholrt ratification as pert of one eornpanys continuing product Improvement prograftThe Guthehng design Is protected by I patent number t1E3. 391.859. The XL OPWW system is protected by 113. patent number 5990422. 0 Copyright Gerdw LlpMhp 2001. AN Rights Reserved. International Copyright Secued. 2861 Alvarado steel San L.esnI CA 94577 800122741756 510057 -6900 In Cm6brrila Fax SIOI 7 -3088 aitelighting.cam Genlyb Thomas Group LLC L I G H T I N G 79115 8502 GULLWING G13 AND G18 AREA LUMINAIRES S P E C I F I C A T I O N S GENERAL DESCRIPTION: The Gardco GLdlo ft is an area luminaire defined by its sleek profile and nagged construction. The housing is one- piece, dtecast aknninum and mounts directly to a pole or wag without the need of a separate support arm. The mullbosted aro bage duplicating optical systems provide IES Types I, It, III, IV and V distributions. The door frame is single -piece diecast aluminum and retains an optically dear tempered flat glass lens. The luminaire is completely sealed and gasketed preventing intrusion from moisture, dust and insects. The GuMM luminaires are finished with a fade and abrasion resistant TGIC powderooat HOUSING: A ale -piece diecast aluminum housing mounts direly to a pole or wag without the creed fora support arm. The low probe rounded form reduces the effective pr*cted area of the kuninaire to only .8 fe for the G13 and 12 ff for the G18. LENS ASSEMBLY: A single•piece diecast aluminum lens frame hinges down from the housing and is seared by a stainless steel lanyard and hinge pin. An optically dear, heat and impact resistant tempered fiat glass lens is mechanically secured with six (G13) or eight (G18) retainers. The ek treal and optical chambers are Uroroughly sealed with a one -piece memory retentive hollow -core EPDM gasket to prevent intrusion by moighre, dam, and insects. OPTICAL SYSTEMS: The segmented optical systems are manufactured from homogenous sheet aluminum which has been electrochemically brightened, anodized and sealed. The multifaceted arc image duplicating systems are designed to produce IES Types 1 (1), 11 (2XL), III (3XL), IV (4XL), and V (Q). With the 2XL, 3XL and 4XL luminaries, the reflector facets form a conical fan around the arc tube with each facet positioned to be precisely tangent to the top of the arc tube. The lampholder is glazed porcelain with a nickel plated screw shell. Position- oriented sockets to accept super metal halide lamps are supplied standard. AM G18 units feature lamp stabilizers except 150 HPS. ELECTRICAL: AN electrical components are UL recogrnmed, factory tested, and mounted on a unitized plate with quick electrical disconnects. Each high power factor ballast is the separate component type capable of providing reliable lamp starting down to - 20(F). FINISH: Each standard color lummaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) textured polyester powdercoat finish. Standard colors include bronze (BRP), black (BLP), white (WP), and natural aluminum (NP). Consult Wory for specs on optional or custom colors. LABELS: AN fixtures bear UL or CSA/CUL (where applicable) wet location labels. DIMENSIONS EPA (ftj A B C D 1 2 3/4 G13 22 1/2" 131/2" 43/4" 81/2' .8 1.6 22 57.25 tan 34. 6 12.14 cm 21.54 cm G18 311/2" 18" 61/2" 11 112 1.2 2.4 32 80.01 cm 45.72 cm 16.66 crn 1 29.21 cm Gardco UPON reserves the r19 N b dww materials or modify the design d Is praArd w*wW no011ra0m as part of the companyk oondndng pmduot impreremert prapram. The Gulhdng dssyy, is protested by U_a POW* number DES.391.659. The XL opWW system is protected by US pawl amber 5890422. ® Copyright Gardco LightIng 2001. A0 RWft Reserved. bdarnetionel Copyrlghd seared. 2661 Ahmrado Street San Leandro; CA 94577 8001227 -0756 510/357 -6900 in Ca611omis Rm 5101357 -3088 sWighting.corn Geniyte Thomas Group LLC L I G H T I N G 79115851292 - rK: A2 Key to selecting Pole standarads RTSP - 30 - 77 - E2 - AB - FPM" - DM19 - XX categoty Pole He1Dht wan Finish Standard ture• Optbaai Fea s' 10 - 10' Thidmess > � Patent RTSP - Round Tapered Steel Pole , �, i B - 0.1196' - Gahaniaed - Floi DilS19 - 10'90° Arm tracker - 25, B - 0.1560' to Painted DMW -2 01180• - 9pote bracket RNSP - Round Non-tapered 3D , 30 - 0.1793' _ 't1P - Galy and DUIO -2 d 90° FE - Festaoa Bar Steel Pole 40 i 40' `. - 0.1 875' Paint DUn - 3 0! 120° BU - Dapla receptede STSP Squar � � �: H - 0.2500' � 'Standtrd Colors DY39- 30190' CF - Gmnod Fault Interrupt Steel Pole 6 0 DIM-40M YB - of atim Damper - 60' T hate d WE - White SNE P - Square N on - tapered 70 - 70' 7� Yield - Dark Brmze Standard Tenons BC - 9 Lnaplm� steel Pole $flenyt6 14B - Mad Brnse TB - 1Yaoaformer Base S W - Square Tapered Base Diameter 1 - 65 list E- BL -Bieck T� - TEN -2 III - Full Base cover Hinged Pole UM& a Sr - special -R5 T35R - TEN-25-RS 5-RS Nc - Nut covets aRF i6i 3 _ TM - ,� � Am - Cmes A SN19P - Square Nan - tapered 3b ' T35R - TEN-3545 Hinged Pole TU - TEN - 30S BH - Bo06om ilmdoet 77 - 7.7" 84 - 8.4" Base Type AB - Anchor Base T36S - TEN -3S S5 1P - Llg�O Ptatectim 80 - 9.0" BM - Embedded T40S - TEN OL - Obstruction Ligbos 10 -10.0' LAB- Less Anchor T - TEN-4645 etc.... Bolts+ :. Please order accessories per catalog number as a separate line item. Also. please specify quantities, mounting heights and orientations as necessary. + Please specify existing situation or special circumstance. SDC FACTORS ESSEN71AL TO SELECTING THE OPTIMM STANDARD I. Pole Height — The pole height will be determined by the lighting requirements as specified by the project designer. These lighting requirements will cause variance in the pole height, which is dependent upon fixture types, lighting level and uniformity requirements. 2. Wind Velocity - The wind velocity shall be determined from either the project specifications or the wind velocity map on page 4-1. This wind velocity map is based upon a 50 -year mean recurrence interval. The wind values shown on this map represent wind velocities at 30 feet above the ground. When a project location is sited between adjacent wind zones, the wind zone with the greeter wind velocity should be used. Also, please be aware that special wind conditions may exist around mountainous areas or locations with unique terrain. Special design consideration should be given to such areas. 3. EPA - The EPA (Effective Projected Area) of the system should be computed by summing all of the EPAs of the external appurtenances, which are mounted on the pole. The EPA for lighting fixtures can be deter- mined by referencing the appropriate manufacturer's catalog. EPA values for all brackets can be found in the appropriate table located in this catalog. 4. Weight — The weight of the system should be computed by summing all of the weights of the external appurtenances mounted on the pole. Weights of fixtures and brackets can be determined from the appropriate lighting fixture manufacturer's catalog and the appropriate table in this catalog respectively. 5. Pole Duty Rating - The pole duty rating should be determined by comparing the system EPA and weight with the EPA and weight capacities listed in the appropriate maximum loading table located within this catalog. The values detailed in this table reflect the maximum capacities of the respective poles and are based upon a loading centroid located at the top of the pole. 6. Pole Base - The pole base (Anchor Bolt or Embedded) is typically determined by the project specifications. O 2aM WbAw ComPwnr. cce 3 -1 W H I T C O Revised 8/2101 Wind Velocity Map Q M LO A � 'n S ' w YS O m a m � ' a. C:B�gu� coo �i C I m� to % I m m o e ffi a M O O k b- ID � m D m m w H I T C 0 Revised 8/2101 � 4 -1 o mm vrbmo comes, ur a spec ficadons Structural Design The pole standards shown In this catalog are designed for the combined effects of both wind and dead load The wind load effects have been analyzed with wind velocities ranging from 70 to 120 mph phis a 1.3 gust factor. Due to varying wind effects, hnighd correction factors and drag coefficaents have been applied to the entire structure. The dead load effects have been determined by using a final deflected posits analysis to account for secondary moments caused by eccentric dead loads. These combined loading effects have been used to determine the maximum allowable loading capacities, which are shown on the following pages. These maximum loading capacities include an appropriate factor of safety. which is based upon the minimum yield strengths of the materials. Pale Shaft Each pole abaft is made from a single ply steel sheet. This steel sheet is formed into a tubular shape with one or more longitudinal welds; no welded splices are permitted. This tubular shape has a crass - section, which is either round or square and is either tapered or non- tapered along its length. Standard taper rates include 0.11 inches per foot for square poles and 0.14 inches per foot for round poles The material used for the pole abaft meets the requirements of ASTM A5W Grade -C, ASTM A5% Grade -A, or ASTM A-572 GIt 65. Poles, which exceed 50 feet in length, are designed as two-piece Pole assemblies. These two -piece assemblies are joined together by telescoping the upper "female" section over the lower "male" section by a minimum lap distance of 1.5 times the female inside diameter. The longitudinally welled seam on the female section is welded both inside and out to insure 100% weld penetration at the teleecoped area Pole assemblies, which exceed 50 feet in height, are also designed with an Internal ceble guide and scram relief mechanism, which is typically attached at the mid-height of the pole assembly. This cable guide assembly consists of an offset bar; steel pipe sleeve with internal PVC sheathing to reduce weer. and a hand hole opposite the offset bar for access. Bunged Poles All hinged Poles are equipped with a shroud and an external binge assembly to facilitate lowering the top of the pole for maintenance purposes. The shroud is made of a commercial quality carbon steel which MOW the requirements of ASTM A572 Grade 50. The shroud is designed to conform to either a taper or non-tapered square Pole and Includes a locking device which prevents unauthorized lowering of the pole. The external bulge assembly includes a stainless steel Pin. Bane Plate Base plates are integrally welded to the bottom pole section of all anchor base type assemblies with either a telescopic weld or a full- penetration weld with a back- UP-baL The material used for these plates will conform to either ASTM A36 or ASTM A572. Anchor Bolts All standard anchor bolts meet the requirements of ASTM F1554, Grade 55. The bolts have a minimum threaded length of at least 6 inches and are galvanized for a minimum of 12" on the threaded end to the requirements of ASTM A153. Each anchor bolt is supplied with two hex nuts and two flat washers. All standard anchor bolts have a "hooked" end on the embedded portion to assist in the development of Pull-out - strength Hand Holes All hand holes are peripherally reinforced with flat bar which is integrally welded to the pole shaft. Each pole will either have 3 "x 5" or 4"z 6.5" reinforced band hole located 18" from the base of the pole or for embedded Poles, 18" above finished grade. Cover Pisces are included with all hand holes and are attached to the pole with a back-bar and screw. Embedded Poles Embedded poles will be set directly into the ground by an embedment distance which is equal to 10% of the free pole height plus 2 feet with a minimum embedment depth of not less than W-O ". The embedded pole will not utilize a stub base or base Plates as an anchoring means, but will rest upon a bearing Plate which is integrally welded to the bottom of the pole shaft. The embedded portion of the pole Plus 6" will be additionally protected with a mastic costing described hereafter under "Protective Coatings ". Two 3" z 5" hand holes lactated 24 inches below grade and oriented at 180 degrees apart will be provided for wire access. Protective Coatiga All Pole shaft sections are either galvanized, Powder coated. Painted or any combination thereof. Galvanizing is done in accordance with the requirements of ASTM Al23. Each shaft assembly is completely coated both inside and out with a single dip. Double dipping will not be permitted in compliance with USGA (United States Galvanizing Association) recommended practices. Powder coated poles are covered with a urethane polyester Powder meeting the requirements of the project specifications and cured in a convection oven at 400 degrees Fabrenhett. Liquid Painted pales are typically primed and fmish painted to the requirements of the project specs Both powder coated and painted poles are wrapped In a protective plastic backed foam prior to shipping to safeguard against freight damage. Embedded Portions of all pole shafts will be protected with a mastic coating which meets the performance requirements of TT V 51F Varnish: Asphalt. Welding All welling is performed by AWS (American welding Society) certified welders and all welds comply with the most recent edition of the AWS Structural Welding Code. e tam Wmmu Cam. L1P 5 -1 ti AL I a W M 1 T C O Square Mon- (Anchor Ram) Mk (2) NUTS FLAT WASHERS SHAFr r LENGM 1 DrrAiLt I ANCOOM-OW r MAX DOLT CM= MA. MEN. BOLT REDWORCED CMCXZ DI& HAND BA WIDTH L TH� -- WALL ;;L+Iff I DICTAL I rocs LY III DETAIL 2 1 BASXKA7X 9. A complete hbnuy of draWivgs is avagable alect[VoiCOMY. P108M contact PA*W for furtberinibmadoo. W M I Ir C C3 (( 18-1 Square Non- Tapered (Anchor Base) 0 2M WbAw compm. ue 19 -1 W H I T C O Revised 8/17/01 GULLWING G13 AND G18 AREA LUMINAIRES GENERAL DESCRIPTION: The Gardco GuNwing is an area lumintarce defined by its sleek profile and rugged constriction. Available in two sizes, the housing is one - piece, diecast aluminum and mounds directly to a pole or well without the need of a separate support arm. The mutibceted arc-image duplicating optical systems provide IES Types I, II, Ill, IV and V distributions. The door frame is single -piece diecast aluminum and retains an optically dear tempered flat glass lens. The l uninaue is completely sealed and gasketed preventing intrusion from moisture, dust and insects. The Guliwing luminaires are finished - ~ with a fade and abrasion resistant TGIC powdercaet. O R D E R I N G PREFIX CONFIGURATION DISTRIBUTION 50MH' 1001fiIH° 26OPSMH 208 BLP 7OMH 150MH' 3MW 240 WP 100 MLI 175 WH 350PSMH 400PSMH 1 5MH 4 'end 5' Rood Pole Adapter NP 4%=W 175MH 750PSMH' 347 OC G13 1 1 50HPS' 1000MH" 150HP3 Assernby Type 4 tbrboraW lamp (GIB Pals monarp a* G18 2 AVAabate4WW) 100HPS 400HPS xwb ® f80' 2XL 150HPS 600HP3 Pble Top Fitter - 33112" Die. Tenon Aug LAW 750HF3' 7rir a 90' 3XL Aff AIS1dHAWS 3 7yps W. f rarbwrot leap PSW Attar startAlafaAtI ad Tfwe a Sao' 4XL 30120 Type 1V, tbamnfa! LOW 7114* 012T a 4 71" d Hmbw N Lamy Quad, (Gt8 sage WA above 400w) W MW A4aurd, Recessed J6wr WS wad A6ur* w wo Cordret WATTAGE 250HPS VOLTAGE FINISH wrioNs l �1M Gt3 GIB 120 - sBRP 50MH' 1001fiIH° 26OPSMH 208 BLP 7OMH 150MH' 3MW 240 WP 100 MLI 175 WH 350PSMH 400PSMH 1 5MH 4 'end 5' Rood Pole Adapter NP 4%=W 175MH 750PSMH' 347 OC 75OMWA 480 3C 50HPS' 1000MH" 150HP3 LF InLteefln -Pde Fusing 70HPS 250HPS plots Top Filler - 2 3(8' Dia. Tenon NP 100HPS 400HPS PC Photoconlrol and Receptade 150HPS 600HP3 Pble Top Fitter - 33112" Die. Tenon Oc 750HF3' P" web 48w f000wrnrdman awMebnd Aff AIS1dHAWS Pole Top Filler - 3 W-C Die. Talton PSW Attar startAlafaAtI ad PCR Phoboor� Receptacle only tops Ho Possum sown Square Pole Tap Filter 1. 120 and 277V or* Z. RrquhasWE l8 or B726reaMardJwkwMdAnp 3. FkwnW d wrrb ssg pis Axes a* 4. AioWAss 8737 rmducad jednled lsrrp 5. wn"s nwwd bsse &"Ps requbsd F LF PC PCR POLY HS os RPA1 RPA2 PTF2 PTF3 PTF4 ` FINISH- OPTIONS: �P Branxe Pant F Fusirp (b, me" RPA2 4 'end 5' Rood Pole Adapter BLP Black Paint (1V/A wen 750w and to00w) (GIB or* asqubsd br ra' roundpobs) WP White Point LF InLteefln -Pde Fusing PTF2 plots Top Filler - 2 3(8' Dia. Tenon NP Natural Ahrntinum Paint PC Photoconlrol and Receptade PTF3 Pble Top Fitter - 33112" Die. Tenon Oc Optional Color Paint P" web 48w f000wrnrdman awMebnd PTF4 Pole Top Filler - 3 W-C Die. Talton w I PCR Phoboor� Receptacle only Square Pole Tap Filter s cola seibawn Gwdo. wc OF RAURN POLY cerbortafe Poly Sag tare SQPA Square Pole S (G1 For SC Special ColorPetrtt (G13 - 100w maw G18 - 250w max) i�fa 2—y 3- W or 4-iW pp a 4-r or grawfor u fflP0Ak Aust sw, G0kr ow HS Internal Houseside Shield agora pads forpoks lens 9— 4' a pate Os Quartz Standby spacerlsmw~. (013 100wma>SG18 800kvrwo TSPA Tapered Square Pole Spacer SG Sag Glass Lens (b Amd8st9taset 77rb apron lsrepuarsdbrpcin Rasa titan 35' (&" *ad sb dwd wan 750w and 10004 dafn b 275'auiennt RAA1 3 %WW Pole Adapter SPA Square Pile Adapter (G18 or* Required bra' QD round or (G13 &* Requited brsquare pubes) i pered round pain whom kp 00 As Am Main 4') TYPE PREFIX CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Gaidao Lighting reserves the right b dump materials or modify the design of Ks product without notification as parr of the corpaWs cOnlinuing product Iaproua o" program.The GWlwbng design is proteded by U.S. patent nwhoer DE3.391. 859. The XL optical system Is puateded by U.S. patent number 5690422. O Copyright Gardco LightMg 2901. M Rights Reserved. beerrntlonal Copyright Secured. 2661 Alvarado Street San Leandro, CA 94577 900/227 -0758 5101357 -69W in California Fax: 5101357 -3098 siwv tirg.00m Genlyle Thomas Group LLC L I G H T I N G 79115-85/202 GULLWING G13 AND G18 AREA LUMINAIRES S P E C I F I C A T I O N S GENERAL DESCRIPTION: The Gardco Gullwing is an area luminaim defined by its sleek profile and rugged construction. The housing is one -piece, diecast aluminum and mounts directly to a pole or wall without the need of a separate support arm. The mudkoeted arc-image duplicating optical systems provide IES Types I, 11, Ill, IV and V distributions. The door frame is single -piece drecast aluminum and retains an optically dear tempered fiat glass lens. The luminaire is completely sealed and gasketed preventing intrusion from moisture, dust and insects. The Gullwing km*u*es are finished with a fade and abrasion resistant TGiC powdercoat HOUSING: A one -piece diekalst aluminum housing mounts directly to a pole or wall without the need for a support arm. The low profile rounded form reduces the effective projected area of the karorhaire to only .8 ft' for the G13 and 12 fF for the G18. LENS ASSEMBLY A si gb piece diekast aluminum tens frame hinges dorm from the housing and is secured by a stainless steel lanyard and hinge pin. An oddly dear, heat and impact resistant tempered flat glass lens is mechanically secured with six (G13) or eight (G18) retainers. The electrical and optical chambers are thoro q* sealed with a one-piece memory retentive hollow -core EPDM gasket to prevent intrusion by moistm dust, and insects. OPTICAL SYSTEMS: The segmented optical systems are manufactured from homogenous sheet aluminum which has been electrochemically brightened, anodized and sealed. The multifaceted arc image duplicating systems are designed to produce IES Types 1 (1), Ii (2XL), III (3XL), N (01.), and V (0). With the 2XL, 3XL and 4XL luminaries, the reflector facets form a conical fan around the arc tube with each facet positioned to be precisely tangent to the top of the arc tube. The Iamphoider is glazed porcelain with a nickel plated screw shell. Position - oriented sockets to accept super metal halide lamps are supplied standard. AN G18 trots feature lamp stabilizers except 150 HPS. ELECTRICAL: AN electrical components are UL recognized, factory tested, and mounted on a unitized plate with quick electrical disconnects. Each high power factor ballast is the separate component type capable of providing reliable lamp starting down to - 20(F). FINISH: Each standard color khminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) textured polyester powdercoat finish. Standard colors include bronze (BRP), blade (BLP), white (WP), and natural aluminum (NP). Consult factory for specs on optional or custom colors. LABELS: All fixtures bear UL or CSA/CUL (where applicable) wet location labels. DIMENSIONS l i EPA (1t1 A B C D 1 2 3/4 G13 22 1! " 13 1/2" 4 314" 8 1/2" .8 1.8 22 57.25 arr 34.16 cm 12.14 an 21.54 an G18 311/2" 18" 6 1/2" 11 1/2" 1.2 2.4 32 80.01 an 45.72 an 16.66 an 1 29.21 cm Gardco Ughdn9 reserves the VA b drips meleriais or modgy to dssiM d Its product wWWA nodkedon as pert of the eomparys conftAng product Improvamerd prayam. The C"Wng design Is protected by U.S. patent mmber DES.391. 859. The XL optkai system Is proteded by US. Patent mtmber 3890M C CP1i9ht Garden Ughfing 2001. As FtWhls Reserved. Internabnat Copyright Secured. 2661 Alvarado street San Leandro, CA 94577 80=7 -0758 5101357-8900 in Callbrnia Fax 510/357 -3088 sihelighd g.com Geniyte Thomas Group LLC L I G H T I N G 79115.85@92 TIPS. A2RUZ RTSP - 30 - 77 - categm RTSP - Round Tapered steel Pole RNSP - Round Non-tapered Steel Pole BTSP - Square Tapered steel Pole MM- Square Non - tapered Steel Pole SPIN• - Square Tapered Hinged Pole SUM- square Non- tapered Hinged Pole Pam Height Ill - 10' 20 - 20' - 25' 30 - 30' 35 - 35' 40 - 40' 45 - 45' 50 - 60' 60 - 60' 70 - 70' Base Dlaaeter 48'b 63 - 8 d 70 - 7.0" 77 - 7.7" 84 - 8.4" 90 -9.0 " 10 -10.0" etc.._ Key to selecting Pole Standards E2 - AB - FP('(" - DM19 - XX •• Please order accessories per catalog number as a separate line item. Aim please specify quantities, mounting heights and orientations as necessary. + Please specify existing situation or special circumstance. SIX FACTORS ESSENTIAL TO SELECTING THE OPTIMUM STANDARD 1. Pole Height — The pole height will be determined by the lighting requirements as specified by the project designer. These lighting requirements will cause variance in the pole height, which is dependent upon fixture types, lighting level and uniformity requirements. 2. Winded Velocity - The wind velocity shall be determined from either the project specifications or the wind velocity map on page 4-1. This wind velocity map is based upon a 50 -year mean recurrence interval. The wind values shown of this map represent wind velocities at 30 feet above the ground. When a project location is sited between adjacent wind zones, the wind zone with the greater wind velocity should be used. Also, please be aware that special wind conditions may exist around mountainous areas or locations with unique terrain. Special design consideration should be given to such areas. 3. SPA - The EPA (Effective Projected Area) of the system should be computed by summing all of the EPAs of the external appurtenances, which are mounted on the pole. The EPA for lighting fixtures can be deter- mined by referencing the appropriate manufacturer's catalog. EPA values for all brackets can be found in the appropriate table located in this catalog. 4. Weight — The weight of the system should be computed by summing all of the weights of the external appurtenances mounted on the pole. Weights of fixtures and brackets can be determined from the appropriate lighting fixture manufacturer's catalog and the appropriate table in this catalog respectively. 5. Pole Duty Rating - The pole duty rating should be determined by comparing the system EPA and weight with the EPA and weight capacities listed in the appropriate maximum loading table located within this catalog. The values detailed in this table reflect the maximum capacities of the respective poles and are based upon a loading centroid located at the top of the pole. 6. Pole Base - The pole base (Anchor Bolt or Embedded) is typically determined by the project specifications. O 2001 Whtw Company. 14P 3 -1 W H 1 T C CI Revised 8001 Tw"M Thickness 4 lLYsh �(��Sta Ward Ddnv Pains FM ,4 � — �� 2D up — Qt AIIQ �7[2CkeL E -0.1196* - Finish D3[19 - 10190° B - 0.1560" Painted -20180 31? - Spolm kocmt - 0.1793' w *a - GO and Dim -2 090" n - Featom Bokk - 0.1875" PasC D102 -30 W DU - Duplerreceptade H - 0.2500" 'Standard Cdors DUN -3 ®90° i» DIW9 -4 f ff VB - VOxa6m Damper Itatalal WH - White Tieid B - DerkBmtw StandadTowas BC - BredawafomolinOs suvag h MB - Mad Bx= TB - TRAdo<met Base i - 65 ksi A' - AlDminum BL - Black T20B - TEN 20-M FB - Fab Base Coast d - 55 kai - BP - specie! T26R - TW25 -B5 NC - Nat Gams 3 -46 ksi TM - TEN-MM CA - Cores Arm T36R - TEN -35-RS TUB - TEN-3M 28 - Bumwm Bracket Base (AB - Anchor Base T - TEN-S-5 LP - LighaftPmtecdca EM -Embedded T40S - TEK4A -M a - Obstracdca > LAB- Less Anchor T46B - TEN -" Bolts+ :. •• Please order accessories per catalog number as a separate line item. Aim please specify quantities, mounting heights and orientations as necessary. + Please specify existing situation or special circumstance. SIX FACTORS ESSENTIAL TO SELECTING THE OPTIMUM STANDARD 1. Pole Height — The pole height will be determined by the lighting requirements as specified by the project designer. These lighting requirements will cause variance in the pole height, which is dependent upon fixture types, lighting level and uniformity requirements. 2. Winded Velocity - The wind velocity shall be determined from either the project specifications or the wind velocity map on page 4-1. This wind velocity map is based upon a 50 -year mean recurrence interval. The wind values shown of this map represent wind velocities at 30 feet above the ground. When a project location is sited between adjacent wind zones, the wind zone with the greater wind velocity should be used. Also, please be aware that special wind conditions may exist around mountainous areas or locations with unique terrain. Special design consideration should be given to such areas. 3. SPA - The EPA (Effective Projected Area) of the system should be computed by summing all of the EPAs of the external appurtenances, which are mounted on the pole. The EPA for lighting fixtures can be deter- mined by referencing the appropriate manufacturer's catalog. EPA values for all brackets can be found in the appropriate table located in this catalog. 4. Weight — The weight of the system should be computed by summing all of the weights of the external appurtenances mounted on the pole. Weights of fixtures and brackets can be determined from the appropriate lighting fixture manufacturer's catalog and the appropriate table in this catalog respectively. 5. Pole Duty Rating - The pole duty rating should be determined by comparing the system EPA and weight with the EPA and weight capacities listed in the appropriate maximum loading table located within this catalog. The values detailed in this table reflect the maximum capacities of the respective poles and are based upon a loading centroid located at the top of the pole. 6. Pole Base - The pole base (Anchor Bolt or Embedded) is typically determined by the project specifications. O 2001 Whtw Company. 14P 3 -1 W H 1 T C CI Revised 8001 wind velocity Map m aY LO Y to m �w s o m1: m S O 'S � N s m �m��ma v� .O o U U m Mfit. mtdA0 � R CA 0 ��„w w f3 7 D S O O� m C. U O 'R W H I T C O �® Revised 8/2101 4.1 Q mop WIMM air. ,LP �cauOng SUUCUUUI Design The pole standards shown in this catalog are designed for the combined effects of both wind and dead load. The wind load effects have been analyzed with wind velocities ranging h m 70 to 120 mph plus a 1.3 gust factm Due to varying wind effects, height correction factors and drag coefficients have been applied to the entire structure. The dead load effects have been determined by using a final deflected position analysis to account for secondary moments caused by socentric dead loads. These combined loading effects have been used to determine the maximum allowable loading capacities, which are shown an the following pages. These marlmum loading capacities fndude an appropriate factor of safety, which is based upon the minimum yield strengths of the materials. Pole Shaft Each pole shaft is made from a single ply steel sheet This steel ebeet is formed into a tubular shape with one or more longitudinal welds: no welded splices are permitted. This tubular shape has a cross - section, which is either round or square and is either tapered or non-tapered along its length. Standard taper rates include 0.11 inches per foot for square poles and 0.14 inches per foot for round poles. The material used for the pole shaft meets the requirements of ASTM ASM Grade- C,ASTM A595 Grade -A, or ASPM A-572 GR 65. Poles. which exceed 50 feet in length, are designed as two-piece pole assemblies. These two -piece assemblies are joined together by telescoping the upper 'female _ section over the lower "male' section by a minimum lap distance of 1.5 times the female inside diameter. The knigitudmally welded seam on the female section is welded both inside and out to insure 100% weld penetration at the telescoped area. Pole assemblies, which exceed 50 feet in height, are also designed with an internal cable guide and strain relief mechanism, wbkh is typically attached at the mid-height of the pole assembly. This cable guide assembly consists of an offset bar, steel pipe sleeve with internal PVC sheathing to reduce weer: and a band bole opposite the offeet bar for access. Hinged Polar All binged pales are equipped with a sbwud and an external hinge assembly to facilitate lowering the top of the pole for maintenance purposes. The shroud is made of a commercial quality carbon steel which meets the requirements of ASTM A572 Grade 50. The shroud is designed to conform to either a taper or 11011- tapered square pole and includes a kxoting device which prevents unauthorized lowering of the pole. The eternal hinge assembly includes a stainless steel pin. Sale Plata Base plates are integrally welded to the bottom pole section of all anchor base -type assemblies with either a telescopic Wald ar a full - penetration weld with a back- up-bat The material used for these plates will conform to either ASTM A36 or ASTM A572. Anchor Bolts All standard anchor bolts meet the requirements of ASTM F1554, Grade 55. The bolts have a minimum threaded length of at least 6 inches and are galvanized for a minimum of 12" on the threaded end to the requirements of ASTM A153. Each anchor bolt is supplied with two box nuts and two flat washers. Ali standard anchor bolts have a "booked" end on the embedded portion to assist in the development of pull- out - strength. Hand Soles All hand holes are peripherally reinforced with flat bar which is integrally weeded to the pole shaft Each pole will either have 3 "z 5' or 4'z 6.5' reinforced band bole located 18' from the base of the pole or for embedded poles, 18" above finished grade. Cover plates are induded with all hand holes and are attached to the pole with a back -bar and screw. Embedded Pales Embedded poles will be set directly into the ground by an embedment distance wbich is equal to 10% of the free pole height plus 2 feet with a minimum embedment depth of not less than W-O ". The embedded pole will not ut1l a stub base or base plates as an anchoring means, but will rest upon a bearing plate which is integrally welded to the bottom of the pole shaft The embedded portion of the pole plus 6" will be additionally protected with a mastic coating described hereafter under `Protective Coatings ". Two 3" z 5' hand holes located 24 inches below grade and oriented at 180 degrees apart will be provided for wire access. Welding All welding is performed by AWS (American Welding Society) certified welders and all welds comply with the most recent edition of the AM Structural Welding Code. W" I Ira O O 2001 Wbft* Conw9 U2 5-1 Square Non- . (Anchor Base) DIA LENGTH tirli I a DETAIL I TOIi ABBmmT (2) NUTS PLAT WASHERS Fj DETAIL 1 I ANCROM OAT a MAX BOLT CMCLE DIA. s L BOLT ' CIIICLS DIA. � THM T - -- WALL THL + Iff DETAIL 2 Basm"Ti A con piete h7mory of d wv*w is avadable electtaniCW.. please oantast VJ2* w for furtherinfonnadm. tll&l W N I T C C 18 - a VRAMconvm. ur Square Non - Tapered (Anchor Base) 0 20M Vn*w conwauy, W 19-1 W H I T C O Revised 8/17/01 G 13 AND G 18 AREA LUMINAIRES GENERAL DESCRIPTION: The GaNCo GullwiIg is an area luminei a defined by its sleek profile and rugged constructari. Available in two sizes, the busing is one - piece, diecast aluminum and mounts directly to a pole or wall without the need of a separate support arm. The mutiboeted are-image duplicating optical systems provide IES Types I, 11, IN, N and V distributions. The door frame is single -piece diecast aluminum and retains an opdmly dear tempered flat glass lens. The luminaire is completely sealed and gasketed preventing intrusion from moistim dust and insects. The Gullwing luminaires are finished with a We and abrasion resit TGIC powdercoat. O R D E R I N G PREFIX CONFIGURATION DISTR83 M014 WATTAGE VOLTAGE FINISH OPTIONS G18 F 1 RFR2 rwW 5" Round Pole Adapter 1,101, Bieck Paint 250HP3 WA wlih 7Ww and 1000w) 277 WP BRP PCs In -LireAn -Pale Fusing PTF2 Pleb Top Filter - 2 318' Die. Tom up Natural Alur ntraan paint PC Phalocontrd and Receptacle G13 1 1 013 cra 120 MVA wO 4ttOV. 100Dwmsahran cnndird F SirpbAsmara* T"w" its mirrtaw (i?rP Npany. 50MH' 100MIf '25OPSMH 208 TO 1 320 BLP LF G18 2 above PM Blears 40ow) 240 WP PG wn%wsftwo/2rwY ®91r,3- ssy -4-wtt The uramots*d 9' wc*bs4arVasler stare a rte (AMC* Mist stppyaelar dtlo) 100 M 175MH 350PSMH hlt ffmd tlouseside Shield spears pal,. Rarpdm Ara than 4.5' s pale 2@90 � 4 HMhv WLwgp 150 250MH 400P8MH 347 175MH MW 75oPSM W OC \ �pOLIV rerr a m- 3XL 75OM WA 480 SC i HS SG 3 LsLBW � 50HPS' 100011111W 100011111W 150HPS QS (SuppNed stendsrd *0 750w and IWAO ft* a 80' 4XL 70HPS 250HPS RPA1 RFA1 SFA Square Pole Adapter 3@120 11p, nj Radwrrar t -VW 100HPS 400HPS (GISW* Required br3'QDroudor RPA2 Wpb A 120' Q 150HP8 600HPS PTF2 Mtn 4.) 750HPSm TYPE PREFIX CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS L 4 to Ha QradAseseeUfj, (G 4DOw) GSYflf1 PeleesertAArOelAbw P'TF4 W tws hVe Rw s rw SadkM SQPTF nW M01tlM Recessed " M � 1. 1 20 and 277V CI* SG WS 2 RequretF lBor8l28redrosdjbdWWAmp SQPA WaN AburK Surf" CerdrmY I Funbw oo nv airs law dehl' 4. Rsqukes8T37Atdm dAcAw &W TSPA 8 t6Mas mgpd bars Aw" mgnred SPA � FlNISt'1: OPTIONS: A no Palm F Fusing (ft Mwo RFR2 rwW 5" Round Pole Adapter BLIP Bieck Paint WA wlih 7Ww and 1000w) (Gid Ragrrrsd far 4' - 5'OD road per) WP While Paird tF In -LireAn -Pale Fusing PTF2 Pleb Top Filter - 2 318' Die. Tom up Natural Alur ntraan paint PC Phalocontrd and Receptacle PTF3 Pole Top Filter - 3.3 U2" Dia. Tenon OC Opdww Color Pairs MVA wO 4ttOV. 100Dwmsahran cnndird pTF4 Pole Top Filler - 3 112 C Die. Tenon RA desonatlon as PCR Phoboontr Receptacle only SQPTF Square Me Tap Fiber sham In Color S&ANU Gutdr n wcOCAAUM POLY PoNvabond Sag Lem SGPA Square Pole Spacer (G18 or* For SC Special Color Paint � (G13- 10Dwnear;G18- 250wmart) wn%wsftwo/2rwY ®91r,3- ssy -4-wtt The uramots*d 9' wc*bs4arVasler (AMC* Mist stppyaelar dtlo) S hlt ffmd tlouseside Shield spears pal,. Rarpdm Ara than 4.5' s pale CS Quartz Standby v—Al req~ (G13 100wmocG18 800armar) TSPA Tapered Square Pole Spatter SG Sag Glass Lane On Neu o/Aidgraes) This cpWrr le mquasd br pales has awn 15' (SuppNed stendsrd *0 750w and IWAO dash b 273'aqu re RPA1 3' Round Pole Adapter SFA Square Pole Adapter (GISW* Required br3'QDroudor (G13- *Rer~ far square poks) trpered rood poles where top OD le lame Mtn 4.) TYPE PREFIX CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS L 4 to Ha ill U P Gw** t WIV reesrves the right b dmnge materiels or modify the dedpn of b product wleaut wMicedon as part of the c&nPw^ m9 M&x1 bnpromanerd praQamThe GuMxft design is pmW*d W US pate rd mmAw DE5.391. 059. The XL optkal system Is protected by U.S. palod number 5=422. m Capyrigts Gardco tJp "2001. AN Riplat Reserved Ir4erna0oral Copftht Secured. 2661 Alvarado Street San Leandro, CA 94577 8001227 -0758 5101357 00 In Caibrnia Fax 5101357 -3088 sitelghdrg.cam Gentyle Thomas Group LLC L I G H T I N G 79115-851202 GULLWING G13 AND G18 AREA LUMINAIRES SPECIFICATIONS GENERAL DESCRIPTION: The Gardco Gullwing is an area km*i*e defined by its sleek profile and rugged construction. The housing is one- piece, diecast aluminum and mounts directly to a pole or wall without the need of a separate support arm. The miutilaceted ammimage duplicating optical systems provide IES Types I, II, 111, IV and V disfributions. The door frame is single -piece diecast aluminum and retains an optically dear tempered flat glass lens. The luminaire is completely sealed and gasketed preventing intrusion from moisture, dust and insects. The Gullwing kumin*a are fat led with a fade and abrasion resistant TGIC powdercoat HOUSING: A one -piece duecest aluminum housing mounts directly to a pole or wall wifut the need for a support arm. The law profile round form reduces the elective projected area of the kxninaire to only .8 fN for the G13 and 12 fit for the G18. LENS ASSEMBLY. A single -piece diecast aluminum fens frame hinges dorm from the housing and is seared by a stainless steel lanyard and hinge pin. An optically dear, treat and inVW resistent tempered flat glass lens is medwrifcally secured with six (1313) or eight (G18) retainers. The electrical and optical diambers are tliamp* sealed with a oneWce memory retentive hollow -core EPDM gasket to prevent intrusion by moblure, dust, and insects. OPTICAL SYSTEMS: The segmented optical systems are manufactured from homogenous sheet aluminum which has been electrochemically brightened, anodized and sealed. The multifaceted are image duplicating systems are designed to produce IES Types 1 (1), If (2XL), III (3XL), N (4XL), and V (0). With the 2XL, 3XL and 01. luminaries, the reflector facets form a conical fan around the arc tube with each facet positioned to be precisely tangent to the top of the arc tube. The lamphoider is glazed porcelain with a nickel plated screw shelf. Position - oriented sockets to accept super metal halide lamps are supplied standard. AN G18 units feature lamp stabilizers except 150 HPS. ELECTRICAL: AN electrical components are UL recognized, factory tested, and mounted on a unitized plate with quick electrical disconnects. Each high power factor ballast is the,separate component type capable of providing reliable lamp starting down to - 20(F). FINISH: Each standard color lumbun receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) textured polyester powden:oat finish. Standard colors include bronze (BRP), black (BLP), white (WP), and natural aluminum (NP). Consult factory for specs on optional or custom colors. LABELS: All fixtures bear UL or CSAICUL (where applicable) wet location labels. DIMENSIONS EPA (itt) A B C D 1 2 3/4 G13 22 1/2" 13 10 4 314" 81/2" .8 1.6 22 5725 tat► 34.16 cm 12.14 crn 21.54 cm G18 3110 18" 6112" 111/2" 12 2.4 32 80.01 cm 45.72 crn 16.66 crn 2921 cm 1 Gardco L19h*V reserve the Vol a dtange materials or molly the design of is product eahaut noWcoo n as part o f the company's Donating product tuWW mend program. The Gu9wing design is protected by U.S. patere number DE&MI.M The XL opted system is protedad by US patent riumber 5890421 O Copyright Gardco Lighting 2001. Al RWft Reserved. hderneftW Copy W Secured. 2661 Aherado Street Son Leandro, CA 94577 800122T -0T56 510/35748900 in California Fax 510/357 -3066 sitelighti g.com Genlyte Thomas Group LLC L I G H T I N G 7911551202 T1 PC e) Key to selecting Pole Standards RTSP - 30 - Pole ll to 77 - E2 - AB waB - FP(M FMI& - DM19 Standard - XX OpU nal Featuree* catep" ZM - Round Tapered (3819enrzBd PattBt!!S Steel Pole S - 0.1198" - Finish DN19 -1090° - tiveweaArmbractet 25, - M . sf. y . Painted 0' SP - Spokebrachot RUM - Round Non-tapered 35 ' X . X - 0.1793' *GP - Oaly and DUn -2 0 90° FE - Festoon Bon Steel Pole el P Pole 40 - 40' H - 0.2500" Paint D102-3012V W - Dulftreoeptade STEP - Square Tapered 45 - 45' 'Staodmd Colors DN09 - 3 0 90° Gr - Gmmd Fault �Dt Steel Pole 60 - 50' ^: DUN -4 0 90 60 - 60' Material wH - white VB - Matim Damper MW - Square Noss- tapered 70 - 70• z Yield - Dark Brame Standard Tenors VC - &ed awrey=#iW steel Pole 801119th NIB - Ned Bmese TB - T ma6eW Base STHP - Square Tamed Base Diameter 1 - 65 kei v A ' - Alomku= A - Black 72OI - TIN-20-RS 111 - Full Base Core[ wed Pole Nor 2 - 55 ksi NP - spare! g _ TEN25 B5 AC - Not Costa S MHP - Square Non- tapered 3 - 941M - TEN30 R5 T35R - Tffi135 85 CA - Cmas Arm Moged Pole 70 -7. 0" T309 - TEN -30.55 BB - BdBran Bracket 77 -7.7 84 -8.4 Base Type - Anchor Base TES - TEN�5�5 LP - LiOhtiedQ Pratecum 90 -9.0 KIM - Embedded T408 - TEN -40-95 W. - O muctim ughm 10 -10.0" LAB - Less Anchor T45S - TEN -4M eta.... Bolts+ *• Please order accessories per catalog number as a separate line item. Also, please specify quantities, mounting heights and orientations as necessary. + Please specify existing situation or special circumstance. SIX FACTORS ESSENTIAL TO SELECTING THE OPTI UIM STANDARD I- P016 Height — The pole height will be determined by the lighting requirements as specified by the project designer. These lighting requirements will cause variance in the pole height, which is dependent upon fixture types, lighting level and uniformity requirements. 2. Wind Velocity - The wind velocity shall be determined from either the project specifications or the wind velocity map on page 4-1. This wind velocity map is based upon a 50 -year mean recurrence interval. The wind values shown on this map represent wind velocities at 30 feet above the ground. When a Project location is sited between adjacent wind zones, the wind zone with the greater wind velocity should be used. Also, please be aware that special wind conditions may exist around mountainous areas or locations with unique terrain. Special design consideration should be given to such areas. 3. SPA - The EPA (Effective Projected Area) of the system should be computed by summing all of the EPA's of the external appurtenances, which are mounted an the pole. The EPA for lighting fixtures can be deter- mined by referencing the appropriate manufacturer's catalog. EPA values for all brackets can be found in the appropriate table located in this catalog. 4. Weight — The weight of the system should be computed by summing all of the weights of the external appurtenances mounted on the pole. Weights of fixtures and brackets can be determined from the appropriate lighting fixture manufacturer's catalog and the appropriate table in this catalog respectively. 5. Pole Duty Rating - The pole duty rating should be determined by comparing the system EPA and weight with the EPA and weight capacities listed in the appropriate maximum loading table located within this catalog. The values detailed in this table reflect the maximum capacities of the respective poles and are based upon a loading centroid located at the top of the pole. 6. Pole Base - The pole base (Anchor Bolt or Embedded) is typically determined by the project specifications. w H i ir G 0 0 tom Wh=o Compa r' Up 3 -1 Revised 8!2101 Wind Velocity Map o 2 LO -d ws 0 0 m Q a7 U qq� O p �+ p 'ti m M ax � m b m C7 a � m� r, W H I T C O Revised 812/01 4 -1 0 wog WbAw C GMPW. UY �_ Speciffcadons Structural Design The pole standards shown in this catalog are designed for the combined effects of both wind and dead load The wind load effects have been analyzed with wind velocities ranging from 70 to 120 mph plus a 1.3 gust factor. Due to varying wind effects, height correction factors and drag coefficients have been applied to the enure structure. The dead load effects have been determined by using a final deflected position analysis to account for secondary moments caused by eccentric dead loads. These combined loading effects have been used to determine the maximum allowable loadiW capacities, which are shown on the fallowing pages. These maximum loading capecftles include an appropriate factor of safety, which ds based upon the minimum yield strengths of the materials. Pole Shaft Each pole shaft is made from a single ply steel sheet. This steel sheet is formed into a tubular shape with one or more longitudinal welds' no welled splices are permitted. This tubular shape has a cross - section, which is either round or square and is either tapered or non-tapered along its length Standard taper rates include 0.11 inches per foot for square poles and 0.14 inches per foot for round poles The material used for the pole shaft meets the requnements of ASTM AM Grade -C, ASTM A595 Grade -A, or ASTM A-572 GR 65. Poles. which exceed 50 feet in length, are demgned as two-piece pole assemblies. Thesis two-piece assemblies are joined together by telescoping the upper "female" section over the lower male" amtion by a minimum lap distance of 1.5 times the female inside diameter. The longitudinally welled seem on the Bale section is welled both inside and out to insure 100% welt penetration at the telescoped area. Pole assemblies, which exceed 50 feet in height, are also designed with an internal cable guide and strain relief mechanism, which is typically attached at the mid - height of the pole assembly. This cable guide assembly omwists of an offeet bar, steel pipe sleeve with internal PVC sheathing to reduce weaG and a hand hole opposite the offset bar for access. Hinged Poles All hinged Pales are equipped with a shroud and an external binge assembly to fecltitate lowering the top of the pole for maintenance purposes. The shroud is made of a commercial quality carbon steel which meets the requirements of ASTM A572 Grade 50. The shroud is designed to conform to either a taper or non - tapered square pole and includes a locking device which Prevents unauthorized lowering of the pole. The external hinge assembly includes a stainless steel PJIL Base Plata Base plates are integrally welded to the bottom pole section of all anchor base-type assemblies with either a telescopic weld or a full- penetration weld with a back- up•bar. The material used for these plates will conform to either ASTM A36 or ASTM A572. Anchor Bolts All standard anchor bolts meet the requirements of ASTM F1554, Grade 55. The bolts have a minimum threaded length of at least 6 inches and are galvanized for a minimum of 12" on the threaded and to the requirements of ASTM A153. Each anchor bolt is supplied with two hex ants and two flat washers. All standard anchor bolts have a 'booked" end on the embedded portion to assist in the development of Pull- out - strength Hand Holm All hand holes are peripherally reinforced with flat bar which is integrally welded to the pole shaft Each pole will either have 3 "x 5" or 4 "x 6.5" reinforced hand hole located 18" from the base of the pale or for embedded pales, 18" above finished grade. Cover plates are included with all hand boles and are attached to the Pole with a back -bar and screw. Embedded Poles Embedded poles will be set directly into the ground by an embedment distance which is equal to 10% of the free pole height plus 2 feet with a minimum embedment depth of not less than F-O *. The embedded pole will not utilize a stub base or base plates as an anchoring means, but will vast upon a bearing Plate which is integrally wekled to the bottom of the pale shaft The embedded portion of the pole Plus 6" will be additionally protected with a mastic coating descbed bereafter under - Protective Coatings'. Two 3" x 5" hand holes located 24 inches below grade and oiented at 180 degrees apart will be provided for wire access. Wolding All welding is performed by AWS (American Welling Society) certified welders and all welds comply with the most recent edition of the AWS Structural Welling Code. (ti W H I T C O a a m1 Vai" Conve/, LW 5-1 Square Non- (Anchor Base) DIA v W r l (a) MM PLAT WAMM F.J DETAIL 1 I ASCOOR41M 9 MAX. DOLT CIRCLE DW i RIMWORCED CIRl= IIIA_ FF HASID HOLE BABE WIDTH TH T --- WALL 72M + iff —i DSTAII. FM AAMOMT DETAIL 2 BASOUTZ A complete library of &awJzW is available etecxnonicaW Please contact MM*W f" further infotmetba. ((1 W H IT G 0 18-1 0 nm vrmmo Comp", ur A R E A Square Mon- Tapered (Anchor Base) W H I T C O Im ° 2m wma ° L" 19 -1 Revised 8/17/01 APE GULLWING G13 AND G18 AREA LUMINAIRES GENERAL DESCRIPTION: The Garda GulhNing is an area lu minake defined by its sleek profile and rugged construction. Available in two saes, the housing is one - piece, diecast aluminum and mounts directly to a pole or wall without the need of a separate support arm. The mubfaceted arokiage duplhft optical systems provide IES Types I, U, 111, IV and V distributions. The door frame is single -piece diecast aluminum and retains an optically dear tempered fiat glass lens. The luminaire is completely sealed and gasketed preventing intrusion from moisture dust and insects. The GulWng luminaires are finished with a fade and abrasion resistant TGIC powderooat ORDERING PREFIX CONFIGURATION DISTRIBUTION 018 1 2XL BRP Bronae Para 013 1 1 4•and 5' Rand %W Adaptor Sbgls Asesnnhly Type /, HbdmrgNlamp (WA Wen 790* and 1000*) (G18 par masitp Of* G18 2 AM ab" 4004 LF 7bil a 18g' 2XL Pole Tap Rtler - 2 318 Dim Tenon 2@90 Type a. Hm&- W Lsp PC nb m 90• 3XL Pole Tap Etter - 3.3 U2" Die. Tenon 3 HX&M&LO v Th w e a Br 4XL Pole Ta p Ris er - 3112 -4 Dim. Tenn► 3@120 nt H L+np PCR Mpls G 120° Q 4 I)IN V. HorbarblLanlo POLY QUW (G18 w* AVA sbars 400w) W WONAsormt Racawe r-emr ws Win AdaaQ SrsfW& CaA*W WMATTAGE VOLTAGE FINISH OPTIONS 250HPS 27T _ BRP PCB 913 Gin 120 5OMW 100MW 250PSA1N 208 701101 1501111114 32OPMf 240 100 MP 1751AH 350PSW 150Aff%.2W W 400PSMH 175MH 400w 750PSMw 347 7501111114 480 50HPS' 1000UWA 150HPS 70HPS 250HPS 100HPS 400HPS 150HPS 800HPS 750HPW MH Abbl Haft Pam Pups Sort AftW H&W& HPs W0 P1108evs SO&= 4 1. 120 and 277V or* 2. Ragwss E029 a 8rX rod wedpdsmd brp 3 Fat WW wM sW glans Amns aYy Rspires8737redroedyrddbd AwW S Wft" magi / Lass Amps NWAVd BRP F BLP LF VVP PC NP PCR OC POLY Sc S as RPA1 RPA2 PTF2 PTF3 FTF4 SG SOFA TSPA SPA IS FINISH: _ OPTIONS: BRP Bronae Para F FuskV (b HP-7 RIM 4•and 5' Rand %W Adaptor BLP Bledc Paint (WA Wen 790* and 1000*) (GIB or* Req *W for 4 - -S' OD twW poles) WP While Paint LF In- Lklafln -Pale Fusing PTF2 Pole Tap Rtler - 2 318 Dim Tenon NP Natural Alumkran Paint PC Pholownttol and Receptacle PTF3 Pole Tap Etter - 3.3 U2" Die. Tenon OC Opftw Color Pairs (IWA w1h 4WV 1 wnr dmua aamWaed PTF4 Pole Ta p Ris er - 3112 -4 Dim. Tenn► 4th PAL PCR PhobwnW Receptacle orgy Cdor Macaw Gu la ac OC4W713124 POLY r-g Lae SQ M Square Pole Spacer (G18 o* Fa carnlb11"10— d24$W Q or , 3 -W- 4- -Y- SC Special Color Paint (G13 - 100wnw G18 -230w mac) The unAt mowds dmcYy to a 4.6 qn abr ( A&W=FPY Q'Acr d*) His Internal Houamide Shield squem pob. For pats bs resn 13' a pals as Quartz Standby spacwb spied (G13- 100wmccG18- 800wnw) TSPA Tapered Square Pole Spacer so Sag Greta Lens (in Aleu Gf ant osaw) 77b aptbo is mgt*W Ibrpobs lass Scan 3.5 C&pAWd dwdwdw0 750wwWjWOw) dam b 275•aquare RPA1 3 Round Pole Adapter SPA Square Pole Adapter (GIB a*RegWred for 3•DOraaWor (G13a*Rogt*Wkr square pabs) topsred round pats Wwrs AW 00,b Am !Iran 4:) TYPE PREFX CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Gerdco Lig"reserves the fight m drernge macerlds or modify the dwo of Its product wWW nodacaeort as pert of lire COMP— a c0rdinan9 podW d PoWanThe GWMrirrg design is protected by US. patent ramrber DES. 391.659. The XL optical sydem is probded by U& plod number 5680422. O Copyright Gardco Llphttrp 2601. Act Rights Reserved. Irdernaeonal Copyright Served. 2661 Atwarado Sheet San Leandro, CA 114577 8001227 -0758 510/357.6900 in California Fax 5101357 -3086 siteligming.com Genlyte Thomas Group L L C L I G H T I N G 79115.85(202 ­ RK I. eR-Q8 Key to Selecting Pole Standards RTSP - 30 - T7 - E2 - AB - FP(WH) - DM19 - XX StMKIMd Pole Height DMft Pa Uerns V" F iniA RTSP - Round Tapered 10 - 10' --- TLidmeas (iV - Galvmined Steel Pole 20 _ �, �° B - 0.1196' - Finish VB - v an Dempec = 25' << B -0.1560 Fainted RNSP - Round Nan - tapered _ I= - TW25 -R5 N - 0.1793' *GP - Gale and Steel Pole 36 _ 35' `: -0.1875" Faint TUS - TEB -5-35 40 - 40' ' ='. g - 02500" Tog - TEN45S5 STEP - Square Tapered 45 = 45' 'Standard Coloss steel Pole 50 - 50' 1 _ 60 = 80' Mail WE - White ' M - square Non - tapered 70 = 70' Yield B - Dark More Steel Pole Speapth MR - Med Boom AL - Alnmbmm STHP - Square Tapered Base Diameter 1 - 65 ksi BL - Black Hinged Pole 3 55 � _. Sp - Special �� y _ � SNHP- Square Non - tapered 6 Hinged Pole 70 - 7.0" 77 - 7.7" Base Type 84 - 8.4" - Anchor Base 90 - 9.0" EM -Embedded 10 -10.0" LAB- Less Anchor etc..- Bolts* ; StMKIMd Optbad Features" DMft Pa Uerns �1t1 I GOM -1 a 90' OP - II f �peNept y Arm bracket i28 D1 -2 0 160' SP - Spoke bracket DKID- 24490' FE - Farrow Bar DAM - 3 U UV DU - Duplet receptede DH90- 30?90' Gr - GmaadFaultlataupt DINS - 4 ® 90' VB - v an Dempec StanAa ms d Tea DC - BmekaW oeaOMM " - 11aoelcrmer Base MR - TEN -20AS FB - Ful Base Cover I= - TW25 -R5 Mc - Nut covers IMIt - TEN 30-85 7M - TIN-" CA - Cmas Arm 7708 - TEN-30 -M Be - BuM= Bmdmt TUS - TEB -5-35 LP - Lip1 oQ Protection T498 -TEN-40-SS � _ p Tog - TEN45S5 •= Please order accessories per catalog number as a separate line item. Also, please specify quantifies, mounting heights and orientations as necessary. + Please specify existing situation or special circumstance. SIX FACTORS ESSENTIAL TO SELECTING THE OPTlM[JM STANDARD 1. Pole Height — The pole height will be determined by the lighting requirements as specified by the project designer. These lighting requirements will cause variance in the pole height, which is dependent upon fixture types, lighting level and uniformity requirements. 2. Wind Velocity - The wind velocity shall be determined from either the project specifications or the wind velocity map on page 4 -1. This wind velocity map is based upon a 50 -year mean recurrence interval. The wind values shown on this map represent wind velocities at 30 feet above the ground. When a Project location is sited between adjacent wind zones, the wind zone with the greater wind velocity should be used. Also, please be aware that special wind conditions may exist around mountainous areas or locations with unique terrain. Special design consideration should be given to such areas. 3. EPA - The EPA (Effective Projected Area) of the system should be computed by summing all of the EPA's of the external appurtenances, which are mounted on the pole. The EPA for lighting fixtures can be deter- mined by referencing the appropriate manufacturer's catalog. EPA values for all brackets can be found in the appropriate table located in this catalog. 4. Weight — The weight of the system should be computed by summing all of the weights of the external appurtenances mounted on the pole. Weights of fixtures and brackets can be determined from the appropriate lighting fixture manufacturer's catalog and the appropriate table in this catalog respectively. 5. Pole Duty Rating - The pole duty rating should be determined by comparing the system EPA and weight with the EPA and weight capacities listed in the appropriate maximum loading table located within this catalog. The values detailed in this table reflect the maximum capacities of the respective poles and are based upon a loading centroid located at the top of the pole. 6. Pole Base - The pole base (Anchor Bolt or Embedded) is typically determined by the project specifications. 0 2001 WhAw Company, t rr 3 -1 W H I T C O moire Revised 812101 ME nd velocity Map Q Y La as D � �w 0 0 m ' w V O o . all m O H9vs. ld ao M Q m O O �m 'Scvb m ~ O at aga_� W H I T C O Revised 8/2101 4 -1 0 2001 VrAttm COMPW. UX dons Structural Design The pole standards shown in this catalog are designed for the combined effects of both wind and dead load. The wind load effects have been analyzed with wind velocities ranging from 70 to 120 mph phis a 1.3 gust fader. Due to varying wind effects, height correction factors and drag ems have been applied to the entire structure. The dead load effects have been determined by using a final deflected position analysis to account for secondary moments caused by eoceffidc dead loads. These combined loading effects have been used to determine the maximum allowable loading capacities, which are shown on the following pages. These maximum loading capacities include an appropriate factor Of safety, which is based upon the minimum yield strengthe of the materials. Pole Shaft Each pole shaft is made from a single ply steel sheet This steel abset is farmed into a tubular shape with One or more longitudinal welds: no welded spbm are Permitted. This tubular shape has a cross- section, which is either round or square and is either tapered or non-tapered along its length. Standard taper rates include 0.11 inches per foot for square poles and 0.14 inches per foot for round poles. The material used for the pole shaft meets the requirements of ASTM A500 Grade -C, ASTM A596 Grade -A, or ASTM A-572 GR 65. Poles, which exceed 50 feet in length, are designed as two - pieoe pole assemblies. These two -piece assemblies are joined together by telescoping the upper "female" section over the lower 'male" section by a minimum lap distance of 1.5 times the female inside diameter. The langitudinalty welded seem on the female section Is welded both inside and Out to insure 100% weld penetration at the telescoped area. Pole assemblies, which exceed 50 feet in height, are also designed with an internal cable guide and strain relief mechanism, which is typically attached at the mid-height of the pole assembly. This cable guide assembly consists of an offset bar, steel pipe sleeve with internal PVC sheathing to reduce weer, and a band hole opposite the offset bar for access. Ringed Poles All hinged pales are equipped with a shroud and an external binge assembly to facilitate lowering the top of the pole for maintenance purposes. The shroud Is made of a commercial quality carbon steel which meets the requiremem of ASTM AM Grade 50. The shroud is designed to conform to either a taper or nos tapered square pole and includes a locking device which prevents unauthorized lowering of the pole. The external hinge assembly includes a stainless steel pin. Base Plate Base plates are integrally welded to the bottom pole section of all anchor base -type assemblies with either a telescopic weld or a full-Penetration weld with a back-up-bar. The material used for these plates will conform to either ASTM A36 or ASTM A572. Anchor Bolts All standard anchor looks meet the requirements of ASTM F1554, Grade 65. The bolts have a minimum threaded length of at last 6 inches and are galvanized for a minimum of 12' on the threaded end to the requirements of ASTM A153. Each anchor bolt is supplied with two hex nuts and two flat washers. All standard anchor bolts have a 'hooked' end an the embedded portion to assist in the development of pull- out - strength. Hand Holes All band holes are peripherally reinforced with flat bar Which is integrally welded to the pole shaft. Each pole will either have 3 "x 5" or 4'x 6.5" reinforced hand hole located 18" from the base of the pole or for embedded poles, 18" above finished grade. Cover plates are included with all hand holes and are attached to the pole with a back -bar and screw. Embedded Palm Embedded poles will be set directly into the ground by an embedment distance which is equal to 10% of the free pole height plus 2 feet with a minimum embedment depth of not less then 5' -0". The embedded pole win not utilize a stub base or base plates as an anchoring means, but will rest upon a bearing plate whim is integrally welded to the bottom of the pole shaft. The embedded portion of the pole plus 6' will be additionally protected with a mastic coating described bereafter under 'Protective Coatings ". Two 3" x 5' hand holes located 24 (aches below grade and oriented at 180 degrees apart will be provided for wire access. Protective Coatings All Pole shaft sections are either galvanised, powder coated, painted or any combination thereof. Galvanizing is done in accordance with the requirements of ASTM Al23. Each shaft assembly is completely coated both inside and out with a side dip. Double dipping will not be permitted in compliance with USGA (United States Galvanizing Association) recommended pradlose. Powder coated poles one covered with a urethane polyester powder meeting the requirements of the project specifications and cured in a convection oven at 400 degrees Fahrenheit. Iiquid painted poles are typically pied and fmiah painted to the requirements of the project specifications. Both powder coated and painted poles are wrapped in a protective plastio-bscked foam prior to shipping to safeguard against freight damage Embedded portions of all pole shafts will be protected with a mastic coating which meets the performance requirements of TT V 51F Varnish: Asphalt. Welding Ali welding is performed by AWS (American Welling Society) certified welders and all welds comply with the most runt edition of the AM Structural Welding Code. 0 cam WbRW a te , W 5 -1 W" n VC O Square Non- 3Rapesse+d (Anchor Base) DIA SHAFT LENGTH B$DIPORCED HAND HOLE DETAIL I POU AMIUM7< (2) NUTS PLAT WASHERS ff4 DETAIL 1 I AXICHOR-am 9 MAX BOLT CIRCLE DUL f i� 11 1 r l 1 IRCI BOLT C IBCiS DIA. � J� Tw= _- -_ WALL THL + I -r DETAIL 2 BASU AIM A aampkte6bn" of draWAW is avagaue ek-ftmicaffir Reese contact Mdtco far fi raw informatlam. ((1 W H I T= O 18-1 omen wuomcompm, ur square Non - Tapered (Anchor Base) 02001 WMWcompany, W 19 -1 W H I T C O Im Revised 8/17/01 -I PE: e)U GULLWING G13 AND G18 AREA LUMINAIRES GENERAL DESCRIFITION: The Gardco GuNwing is an area luminaire defined by its sleek profile and nrgged construction. Available in two sizes, the housing is one-piece, diecast aluminum and mounts direWy to a pole or wall without the need of a separate support arm. The mu ffaceted a %image duplialting optical systems provide IES Types I, II, Ill, N and V distributions. The door frame is single -piece diecast akuninum and retains an optically dear tempered flat glass lens. The kminaire is completely sealed and gasksted preventing intrusion from moisture, dust and insects. The Gutllwing luminaires are finished with a fade and abrasion resistant TGIC powdemt. ORDERING PREFIX CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS G18 1 2XL 250HPS 277 BRP PCB G13 1 1 _1i>_ GIB 120 BRP F S AW.MW 11" 4 xarraena►tamp 50111111111 1001" 25OPSMH 208 SLID LF (WO Pole fi 1N* 70MH 150w G18 2 Mot above 100w) 240 WP PC r** 2XL le i& 35OPSMH NP PCR 1 250MH 400PSMH 2 90 e u D 175MH 4cow 750mw 347 OC POLY 3XL 75011111H'" 480 SC AWS 3 1 eR /br+mnoe+Lear 50HP3' 11000111111W 150HPS QS Doe a 9 r 4XL 70HPS 2501IPS RPA1 3@120 T 1V, Hortmaarlsrrp 100HP3 400HPS RPA2 TWW e 120 150HPS 800HPS Q PTF2 T50HPS' a'"v°'t"°n16h (G ` oboe Iota) PSMH Putro swd Assisi h*" PTF4 w I'm lfiyhPrasouasodtm Sam "WMoorKReasss l i-aw 1. 120end277V .4G WS 2. Regwi wEEWcr8Mrsdwsd(robbdlurp SCPA I Filnnhined *0 aW gttete leru any Wag moue t Santos Qorndit I. RspWes BW m& cedpolwted bap TSPA 5. lWkm msynd boas leaps rsgrlrw SPA FINISH: OPTIONS: BRP Bronze Plaint F Fusing on A-4 MW 4 S Round Pole Adapter SLID Blade Paint (1WA ( G18anteRequiredbrr -- 6 WP White Paint LF InAkwImPols Fusing PTF2 Pole Top Filler -23W Dla.Tetan NP Natural Aluni nrn Paint PC Photoow" and Reoeplacle PTF3 Pole Tap Filter - 331)2" Die. Tenon OC Optional Color Paint (AVA v0 4WV 100owmedmun canishod PTF4 Pole Tap Filler - 31/24" Drs. Tenon Spa* RAE I h 11 CaorSolocil n� PCR show ft Photocon Receptacle only SQTF SQPA Pole Top Filler Square Pete Spacer (G18 onus Pon ore OC RAL7104 POLY Pbyr esborwie Say Lents �d2�Qlm Sc Special Color Paint (013 100wnwCG,B 25nwrrwc ) The anti mdada dilsedy b • I.S a pa(ar orpw r W (S�ak Mar atrPNc ) S Internet Houseside Shield apnea pane Far patn en a deer I S.. gab Quartt Standby apecrta rogoisd (G13 - 1" nwc G18 - 800w max) TSPA Tapered Squaro Pole Spacer Sri Sag Class Lens (b ace of oat &w) Thb ream is reputed bpobe bas #Am 3.5 (3tpp0ad idn d wd wO Mwand 1000w) aben b 275"agnre RPAI 3 Round Pole Adapter SPA Square Pole Adep ter (GIB at* Requbsd b 3 round or (G13 ante Requhad bsgm- pots) AwwW round paps where fop OD is less dwr 4, ) TYPE PREFIX CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS 2661 Alvarado Street San Leandro, CA 94577 9001227 -0759 5101357 -6900 in Ca9fornia Gerdoo ughang reserves the right b dwge materials or madly the design of Its product wM o,,t naftZbon as pert of Fax: 51WW -3086 the oompatys continuing Prodntcl Imiawrareara program.The GWWM design Is protected by 113. past nrmnbar tdtetightYng.txxrt DEW91. 659. The XL optical system Is protected by U.8 patent n n ber 500422. O Copyright Gard- LoOng 2001. At Rights Reserved. InWnstlonal Copyright Samaed, G e r " Thorns Group LLC L I G H T I N G 79115451202 GULLWING G13 AND G18 AREA LUMINAIRES SPEC I F I CATIONS GENERAL DESCRIPTION: The Gardco GulMlarg is an area luminave defined by its sleek profile and rugged constriction. The housing is one -piece, diecast aluminum and mounts directly to a pole or wall without the need of a separate support arm. The mrstfeceted aainage duplicating optical systems provide IES Types 1, 0, III, IV and V distributions. The door frame is single -piece diecast alurninfrn and retains an optically dear tempered flat glass lens. The lurninaire is completely seated and gasketed preventing intrusion from moisture, dust and "insects. The GuIMlrhg l u irtair+es are finished with a fade and abrasion resistant TGiC powdercoat. HOUSING: A one -piece docesi W rraraim housing mounts directly to a pole or wall without the need for a support arm. The low protite rounded form mduces'the effective projected area of the luminaire to only .8 fF for the G13 and 12 fF for the G18. LENS ASSEMBLY: A single -piece diecast aluminum lens frame hinges down from the housing and is seared by a stainless steel lanyard and hinge pin. An optically dear, beat and impact resistant tempered flat glass We is mechanically segued with sic (G13) or eight (G18) retainers. The electrical and optical chambers are thoroughly sealed with a onejpiece memory retentive hollow -core EPDM gasket to prevent intrusion by moisture, dust, and insects. OPTICAL SYSTEMS: The segmented optical systems are manufactured from homogenous sheet aluminum which has been electrochemically brightened, anodized and sealed. The multifaceted arc image duplicating systems are designed to produce IES Types 1 (1), It (2XL), III (3XL), IV (4XL), and V (0). With the 2XL, 3XL and 01. luminaries, the reflector facets form a conical fan around the arc tube with each facet positioned to be precisely tangent to the top of the arc tube. The lamphoider is glazed porcelain with a nickel plated screw shell. Position, oriented sockets to accept super metal halide lamps are supplied standard. AM G18 units feature lamp stabilizers except 150 HPS. ELECTRICAL: All electrical components are UL recognized, factory tested, and mounted on a uditized plate with quick electrical disconnects. Each high power factor ballast is the separate component type capable of providing reliable lamp starting down to - 20(F). FINISH: Each standard color krhdnnatre receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) textured polyester powdercoat finish. Standard colors include bronze (BRP), black (BLP), white (WP), and natural al mirnm (NP). Consult factory for specs on optional or custom colors. LABELS: All fixtures bear UL or CSAlCUL (where applicable) wet location labels. DIMENSIONS A EPA (ft-) A B C D 1 2 314 G13 22 1/2" 13 10 4 314' 8 1/2" .8 1.6 22 57.25 cm 34.16 tan 12.14 cm 21.54 cm GIB 31 1/2" 18" 16 1/2" 11 112" 12 2.4 32 90.01 c rn 45.72 tart 16.66 cm 29.21 cin Gardoo k.Ip "reserves the 49M b sharps materials or modify the design of its product w&mA nodflcadon as part of the companys continuing product improvamnt picyan The Guffoft design Is protected by U& petuA rsarMsr OM391.1159. The XL optical system is protected by US. paW r m*w 51190422. O Copyright Gerdco Ugh" 2001. AN RI¢ps Resened. Imemadorml CoW*d Secured. 2561 Ahmrado Sued Son h.eanndro. CA 94577 8001227-0759 5101357-0900 in C &brrda Fax 510/357-3098 aile0ghffng.00m Genlyte Thomas Group LLC L I G H T I N G 79115451T42 Ty PE . EL Key to Selecting Pole StAMidards RTSP - 30 - 77 - E2 - AB - F MM - DM19 - XX Cat00017 Pole > yT; Wall M11, Standard Optional Features" irrMW - Round Tapered 10 - 10' „= Thiclmeas ed - "a'"°' DdDlnp Pate= $ter @I POIB 20 - 20' - 0.1196" Fim - sh Dill19 -1090° UP - Upswept Arm bracket 25 - 25' B - 0.1560' ~' Faulted DIRE- 20180' SP - %MMbracim RNSP- Round Mon-tapered 3 3 D '< N - &1793" `aP- 0aleand DAQ9 - 2 090° F8 - Feetom Bar Steel Pole 36 35' ? :. v - 0.1875" Pautt 40 - 40' ; -. H - 0.2500' DI32 - 3 0120° DU - Dapiet rewptade SM - Square Tapered 45 - 45' 'Standard Colors DIM - 3 0 90' Gt OF - imd Fault hrterrupt Pole 50 - 50' DIM DI -4 0 90° vB - V9satea Damper 60 = 60' Matesid WH - White ISM - Square Na¢t- tapered 70 - 70' Yield nz - Dart Broe Sl ndard Thaot o HC - BreakavNaycoapiugly Steel Pole • ri strength 113 - Yid Bmnse TR - Tzon umer Base S171P - Square Ta� pered Base Dleumsta 1 - 65 ksi r, AL - Alumm nta BL - Black T= - T"46 1 - FUR Base Cove[ > Pale H - 55 kai = SP -Special - Nat Covets 1 4 ff- 63 6 . 3 $ - T30R - TBN -30.85 CA - Cam Arm SW- Square Non- tapered - I T35R - TlOT 35 B5 P(mged Pole Base Type T39S - TM30Z BH - Ba@tam Brado't 77 - 7.7" 94 - 8.4" - Anchor Base - TIN-" LP - LightrmiQProte�tim 90 - 9.0" RM - Embedded T40S - T&H 40,95 pL - Qbstmedw lights 10 -10.0" LAB- Less Anchor VES - Tm -45M etc.... Bolts- •• Please order accessories per catalog number as a separate line item. Also, please specify quantities, mounting bights and orientations as necessary. + Please specify existing situation or special circumstance . SIX FACTORS ESSENTIAL TO SELECTING THE OPTIMUM STANDARD 1. Pole Height — The pole height will be determined by the lighting requirements as specified by the project designer. These lighting requirements will cause variance in the pole height, which is dependent upon fixture types, lighting level and uniformity requirements. 2. Wind Velocity - The wind velocity shall be determined from either the project specifications or the wind velocity map on page 4-1. This wind velocity map is based upon a 50 -year mean recurrence intervaL The wind values shown on this map represent wind velocities at 30 feet above the ground. When a Project location is sited between adjacent wind zones, the wind zone with the greater wind velocity should be used. Also, please be aware that special wind conditions may exist around mountainous areas or locations with unique terrain. Special design consideration should be given to such areas. 3. EPA - The EPA (Effective Projected Area) of the system should be computed by summing all of the EPAs of the external appurtenances, which are mounted on the pole. The EPA for lighting fixtures can be deter- mined by referencing the appropriate manufacturer's catalog. EPA values for all brackets can be found in the appropriate table located in this catalog. 4. Weight — The weight of the system should be computed by summing all of the weights of the external appurtenances mounted on the pole. Weights of fixtures and brackets can be determined from the appropriate lighting fixture manufacturer's catalog and the appropriate table in this catalog respectively. 5. Pole Duty Rating - The pole duty rating should be determined by comparing the system EPA and weight with the EPA and weight capacities listed in the appropriate maximum loading table located within this catalog. The values detailed in this table reflect the maximum capacities of the respective poles and are based upon a loading centroid located at the top of the pole. 6. Pole Base - The pole base (Anchor Bolt or Embedded) is typically determined by the project specifications. 0 2vm WWtw Cis, u e 3 - W H I 1 r=0 o Revised 812/01 A R E A Wind velocity Map a� La .d m M g >.... m 8 0 cq go m y ••iiOOii ►i m po m� of C Q q 0� .00 Buse O C4 1 1 0 m ddy _ m l � m m _21$ C b � 6 dill ttl H 1 T C O �—IM Revised 8/2/01 4 -1 0 2001 wnuoo comer. u.a I =� I Structural Design The pole standards shown In this catalog are designed for the combined effects of both wind and dead load. The wind load effects have been analyzed with wind velocities ranging from 70 to 120 mph plus a 1.3 gust factor. Due to varying wind effects. height correction factors and drag coefficients have been applied to the entire structure The dead load effects have been determined by using a final deflected position analysis to account for secondary moments caused by eccentric dead loads. These combined loading effects have been used to determine the maximum allowable loading Capacities, which are shown on the fallowing pages. These maximum loading capacities include an appropriate famw of safety, which to based upon the minimum yield strengths of the materials. Pole Shaft Each pole shaft is made from a single ply steel sheet. This steel sheet is farmed into a tubular shape with one or more longitudinal welds- no welded splices are permitted. This tubular shape has across- seen, which is either round or square and is either tapered or non - tapered along its length. Standard taper rates include 0.11 Inches per foot for square pales and 0.14 mcbes per foot For round poles. The material used for the pole shaft meets the requirements of ASTM A500 Grade -C, ASTM A595 Grade -A, or ASTM A -572 GR 65. Poles, which exceed 50 feet In length, are designed as two-piece pole assemblies. These two -piece assemblies are joined together by telescoping the upper "female" section over the lower "male" section by a minimum lap distance of 1.5 times the female inside diameter. The longitudinally welled seem on the female section is welled both Inside and out to insure 1009E weld penetration at the telescoped area. Pole assemblies, which exceed 50 feet in height, are also designed with an internal cable guide and strain relief mechanism, which is typically attached at the mid - height of the pole assembly. This cable guide assembly consists of an offset bar, steel pipe sleeve with internal PVC sheathing to reduce wear, and a hand hole oppoeite the offset bar for access. Hinged Poles All hinged poles are equipped with a shroud and an external binge assembly to facilitate lowering the top of the pole for maintenance purposes. The shroud is made of a commercial quality carbon steel which meets the requirements of ASTM A572 Guide 50. The shroud is designed to conform to either a taper or ion- tapered square pole and includes a locking device which prevents unauthorized lowering of the pole. The external hinge assembly includes a stainless steel Pin. Base Plate Base plates are integrally welded to the bottom pole section of all anchor base -type assemblies with either a telescopic weld or a full- penetration weld with a back -up -bar. The material used for these plates will conform to either ASTM A36 or ASTM A572. Anchor Bolts All standard anchor bolts meet the requirements of ASTM F16K Grade 55. The bolts have a minimum threaded length of at least 6 inches and are galvanized for a minimum of 12" on the threaded end to the requirements of ASTM A153. Each anchor bolt is supplied with two hex nuts and two flat washers. All standard anchor bolts have a "hooked" end on the embedded portion to assist in the development of pull- out - strength. Hand Holes All hand boles are peripherally reinforced with flat bar which is integrally welded to the pole shaft. Each pole will either have 3'x 5" or 4'x 6.5" reinforced hand hole located 18' from the base of the pole or for embedded poles, 18" above finished grade. Cover plates are included with all hand holes and are attached to the pole with a back -bar and screw. Embedded Pales Embedded poles will be set directly into the ground by an embedment distance which is equal to 10% of the free pole height plus 2 feet with a minimum embedment depth of not less than 5' -0". The embedded pale will not utilize a stub base or base plates as an anchoring meens, but will rest upon a bearing plate which is integrally welded to the bottom of the pole shag The embedded portion of the pole plus 6' will be additionally protected with a mastlo coating described bereafter under "Protective Coatings ". Two 3" a 5' hand holes located 24 inches below grade and oriented at 180 degrees apart will be provided for wire aoaess. Protective Coatings All Pole shaft sections are either galvanized, powder coated, painted or any combination thereof. Galvanizing is chute in accordance with the requirements of ASTM Al23. Each shaft assembly is completely coated both inside and out with a single dip. Double dipping will not be permitted in compliance with USGA (United States Galvanizing Association) recommended practices. Powder coated poles are covered with a urethane polyester powder meeting the regtrirements of the project ins and cured to a convection oven at 400 degrees Fahrenheit. Liquid painted poles are typically primed and finish painted to the requirements of the project spedfications. Both powder coated and painted poles are wrapped in a protective plasrtio- backed foam print to shipping to safeguard against freight damage. Embedded portions of all pole shafts will be protected with a mastic coating which meets the performance requirements of TT V 51F Varnish: Asphalt. Welding All welding is performed by AWS (American Welding Society) certified welders and all welds comply with the most recent edition of the AM Structural Welding Code. ((I a W H 1"r C 0 0 7am wtda000mm" LLP 5-1 Square Non- M cbor Sale) DIA IWKdl�f3 Y, -� 14. (a) NUTS PLAT WASHM M DETAIL i I ANCION0W a DETAIL rots AS T — B DErAML 2T sAloc "M A CMWJMe hVw of alrervi w b eveif" el 1 raim&.. Please *7*W for f+utberinfar natk . t(l W M I T C O i 18 -1 omm miftcoem, ur MAX >� UK. DOLT ASD7POACED RAND HOLE CMCLZ DUAL ' BASE WD7PA TMM - - - - - -- L T WALL TAIL + lAr DETAIL rots AS T — B DErAML 2T sAloc "M A CMWJMe hVw of alrervi w b eveif" el 1 raim&.. Please *7*W for f+utberinfar natk . t(l W M I T C O i 18 -1 omm miftcoem, ur Square Non - Tapered (Anchor Base) 0 mm wmmm cons. LU 19 -1 W H I T C O Revised 8/17/01 GULLWING 4 � G13 AND G18 AREA LUMINAIRES GENERAL DESCRIPTION: The Gardco Gullwing is an area lurninane defined by its sleek profile and rugged construction. Available in two saes, the housing is one- piece, diecast aluminum and mounts directly to a pole or wall wdW the need of a separate support arm. The mutfteted artrimage duplicating optical systems provide IES Types t, 11, 111, N and V distributions. The door frame is single-piece diecast altimimlm and retains an optically dear tempered flat glass lens. The lu mina a is completely sealed and gasketed preventing intrusion from moisture, dust and insects. The GulMring luminaaes are finished with a fade and abrasion resistarit TGIC powdercoat. O R D E R I N G PREFIX CONFIGURATION D DIST�RREU G18 1 1 Tl1018 R 120' a 4 7)pe V H- k -W L anp QusdA,,,,ubb, (G18 w WAN Atbarrt Rbcessed.Ldrr WS WW ACbaut Surface Comte G13 G18 120 50MFV 100MW 25OPSMH 208 TOM 150MW 320PSMFP 2M 100 175MH 350PSMH 1 250W1 400PSMH 175MH RMMW 750PSW 347 7501111P" 480 SBHPSI 1000MWA 1S0HPS 70HPS 250HPS 100HPS 400HPS 150HPS 600HPS TWIPSe mi AtaWFla11a1v PsN11 Puiwe sort A&W Hands HM /1JO Measure sodium BRP F BLP LF WP PC NP PCR OC POLY SC HS QS RPA1 RPA2 PTF2 PTF3 PTF4 1. 120 and177V cw* 2 Rbqu1h;s E028 cr872B nedwsdNoletad iep 3 Frrdabedwtauaw Vow Awn ary 4. AbquNeaHWrs&— d)eckebdleap 5. olrnlae oW d bees deeps regwtrsd SG SQPA TSPA SFA FINISH OPTIONS: BRP Btorme Paint F FuskV (nW-d) RRA2 4W 5" Round Pole Adepler - BLP Bled!Paint (WA MM 750w aid 1000*) ( G18 ary lRegibedbr4r VC0rouudpolar) YYP while Paw LF b4 neAo-Pdo Prang PTF2 Pole Tap Filler - 2 3W Dla Texan NP Natrtral AAmkrm Point PC Pholowntrol and Receptacle PTF3 Pais Tap Filter - 3.312" Die. Tenon OC Optional Color Paint (WA PM 4=1 000wmrdmsn oanbi PTF4 Pole To p Fill - S 112— Die. Tenon s ow b Cddr3 -kcAbn pidx RAC o PCR Phobwnkol Raoeptade only SQFA Square Pole T sh Spacer (G18 oar$ For eac00,1W V4 POLY Poly� Sag Lem waft whansof2 W*90:3 W-4-w* Sc Spode[ Color Pai (G13- 100w max GIS- 250wmac) TiwunNndurrbdeeclyba45'orgrswW ( Adult sue HS Internal Houseside Shield square pole. Forpobs Isar than 4-r, a pole QS Mwa Standby spacer it rewded. (G13 100w near G18 - 4Ww=0 TSPA Tapered Square Pole Specer Sri Sag peas Lena go aeu oltwt 0m) Trir Wilon Is ropel'ar► brp-b Ate sere 35' (S1p/r0rdswn wm7wWand1woo dowwlozyragriurns RPA1 r Round Role Adepler SPA Square Pole Adapter (G180*..Rsquhdbr3'OD round or (G13ari) Rapisd f aquarepobs) tapered road poles *ewes kp 00 it Am than 4 TYPE PREFIX CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Gardco Ughling -wry" the right n dwnps materiels a mod0y the design of Me prodid willow! notillalbn as part of the company's continuing product improvement progarn.The Gulbwhq design is prolected M US. paWA number M&391.&% The 70. optical system Is prrotecoed by US petard rsunew 5890422. 0 Col"ght Gardoo Lighting 2001. AN RWO Reserved. International Copyright Secured. 2661 Alvarado Street San Leandro, CA 94577 8001227-0758 5101357.69W in Cam Fax 5100357-3088 siteligltiklg.coin Gsr*& Thomas Group LLC L I G H T I N G 79115. 85(202 BRP F BLP LF WP PC NP PCR OC POLY SC HS QS RPA1 RPA2 PTF2 PTF3 PTF4 1. 120 and177V cw* 2 Rbqu1h;s E028 cr872B nedwsdNoletad iep 3 Frrdabedwtauaw Vow Awn ary 4. AbquNeaHWrs&— d)eckebdleap 5. olrnlae oW d bees deeps regwtrsd SG SQPA TSPA SFA FINISH OPTIONS: BRP Btorme Paint F FuskV (nW-d) RRA2 4W 5" Round Pole Adepler - BLP Bled!Paint (WA MM 750w aid 1000*) ( G18 ary lRegibedbr4r VC0rouudpolar) YYP while Paw LF b4 neAo-Pdo Prang PTF2 Pole Tap Filler - 2 3W Dla Texan NP Natrtral AAmkrm Point PC Pholowntrol and Receptacle PTF3 Pais Tap Filter - 3.312" Die. Tenon OC Optional Color Paint (WA PM 4=1 000wmrdmsn oanbi PTF4 Pole To p Fill - S 112— Die. Tenon s ow b Cddr3 -kcAbn pidx RAC o PCR Phobwnkol Raoeptade only SQFA Square Pole T sh Spacer (G18 oar$ For eac00,1W V4 POLY Poly� Sag Lem waft whansof2 W*90:3 W-4-w* Sc Spode[ Color Pai (G13- 100w max GIS- 250wmac) TiwunNndurrbdeeclyba45'orgrswW ( Adult sue HS Internal Houseside Shield square pole. Forpobs Isar than 4-r, a pole QS Mwa Standby spacer it rewded. (G13 100w near G18 - 4Ww=0 TSPA Tapered Square Pole Specer Sri Sag peas Lena go aeu oltwt 0m) Trir Wilon Is ropel'ar► brp-b Ate sere 35' (S1p/r0rdswn wm7wWand1woo dowwlozyragriurns RPA1 r Round Role Adepler SPA Square Pole Adapter (G180*..Rsquhdbr3'OD round or (G13ari) Rapisd f aquarepobs) tapered road poles *ewes kp 00 it Am than 4 TYPE PREFIX CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Gardco Ughling -wry" the right n dwnps materiels a mod0y the design of Me prodid willow! notillalbn as part of the company's continuing product improvement progarn.The Gulbwhq design is prolected M US. paWA number M&391.&% The 70. optical system Is prrotecoed by US petard rsunew 5890422. 0 Col"ght Gardoo Lighting 2001. AN RWO Reserved. International Copyright Secured. 2661 Alvarado Street San Leandro, CA 94577 8001227-0758 5101357.69W in Cam Fax 5100357-3088 siteligltiklg.coin Gsr*& Thomas Group LLC L I G H T I N G 79115. 85(202 TYPE PREFIX CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Gardco Ughling -wry" the right n dwnps materiels a mod0y the design of Me prodid willow! notillalbn as part of the company's continuing product improvement progarn.The Gulbwhq design is prolected M US. paWA number M&391.&% The 70. optical system Is prrotecoed by US petard rsunew 5890422. 0 Col"ght Gardoo Lighting 2001. AN RWO Reserved. International Copyright Secured. 2661 Alvarado Street San Leandro, CA 94577 8001227-0758 5101357.69W in Cam Fax 5100357-3088 siteligltiklg.coin Gsr*& Thomas Group LLC L I G H T I N G 79115. 85(202 GULLWING G13 AND G18 AREA LUMINAIRES S P E C I F 1 C A T 1 O N S GENERAL DESCRIPTION: The Gardco Gulhvkhg is an area iuminaire defined by its sleek profile and rugged construction. The housing is one -piece, diecast aluminum and mounts directly to a pole or wall without the need of a separate support arm. The mulifeceted arosimage duplicating optical systems provide IES Types I, II, Ili, IV and V distributions. The door frame is single -piece diecast aluminum and retains an opft* dear tempered flat glass lens. The kuninaire is completely sealed and gasketed preventing intrusion from moisture, dust and insects. The Gulwing luminaires are finished with a fade and abrasion resistant TGIC powdercoat HOUSING: A one -piece diecast aluminum housing mounts directly to a pole or wall without the need for a support arm. The low probe rounded form reduces the effective projected area of the ku inaire to only .8 ff for the G13 and 12 ff for the G18. LENS ASSEMBLY: A single-piece diecast aluminum tens frame hinges down from the housing and is seared by a stainless steel lanyard and hinge pin. An optically dear, heat and impact resistant tempered flat glass lens is mechanically secured with six (013) or eight (G18) retale rs. The electrical and optical chambers are thoroughly sealed with a onepieece memory retentive hollow -core EPDM gasket to prevent inkision by moisture, dust, and insects. OPTICAL SYSTEMS: The segmented optical systems are manufactured from homogenous sheet aluminum which has been electrochemically brightened, anodized and sealed. The multifaceted arc image duplicating systems are designed to produce IES Types 1 (1), II (2XL), III (3XL), N (4XL), and V (Q). With the 2XL, 3XL and 4XL kuninaries, the reflector facets form a conical fan around the arc tube with each facet positioned to be precisely tangent to the top of the arc tube. The lamplholder is glazed porcelain with a nickel plated screw shell. Position - oriented sockets to accept super metal halide lamps are supplied standard. AN G18 units feature lamp stabilizers except 150 HPS. ELECTRICAL: AN electrical components are UL recognized, factory tested, and mounted on a unitized plate with quick electrical disconnects. Each high power factor ballast is the separate component type capable of providing reliable lamp starting down to - 20(F). FINISH: Each standard color luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) textured polyester powdercoat finish. Standard colors include bronze (BRP), black (81-1 white (WP), and natural aluminum (NP). Consult factory for specs on optional or custom colors. LABELS: All fixtures bear UL or CSAICUL (where applicable) wet location labels. DIMENSIONS 0 7 EPA (ftj A B C D 1 2 3/4 G13 22 1/2" 13112 4 314" 8 112" .8 1.6 2.2 5715 tm 34.16 an 12.14 crtt 21.54cmi G18 311/2 18" 161/2 11 W-H 12 2.4 32 80.01 an 45.72 cm 16.66 cm 2921 cm Gardao Lighting reserves the right b charge materials or madly tine design of Its predict elthoul notlllcWlon as pert of the compaWs continuing product improwmam program. The GuIlwing design Is protected by US. palow number DES.391.1159. The XL optical syclem is protected by US punt number 5090422. ® Copyright Garde* Lighting 2001. All Rights Reserved. International Copyright Secured. 2661 Atmiado street Son Leandr), CA 94577 800/227-0756 510/357 -6900 In Ca6ramlo Fate 510/357 -3088 silldigh".=n Genlyte Thomas Group LLC L I G H T I N G 791154L%= i !PIe•VLfILtB Key to selecting Pole standards RTSP - 30 - 77 - EZ - AB - F MM - DM19 - XX Catega*y Pole Milling wan Finish RTSP - Bond Tapered 10 - 10• r Thldmess = (1v - Galvanmed Steel Pole DU - Duple: receptacle ?z - 0.1198' - Finish 25 - 25' y B - 0.1560" Painted RNSP - Round Non tapered 30 30' T20R - TEN N - Q1793' * GP - Oaly and Sted Pole 35 - 35' ;. V - 0.1875' Paint Two - TEN-" 40 - 40' T363 - TEUS -35 8 - 0.2500" z STEP - Square Tapered 45 - 45' " 'Stmmbw Molars steel Pole 60 - 50' N. 80 - 80' - unto" v 1ttIH - White Sly - Square Non- tapered - / '• Yield E - Dot Bronze Steel Pole 1M - Mad Bman AL - Alumiaam STt9P - Square Tapered Base Ddameter 1 - M kai BL - Black Hinged Pole Width M - 55 ksi EP - Special S -48 ksI SMIRP- Square Non-tapered - 6.1 Hinged Pole 70 - 7.0" 77 - 7.7" Bess Type 84 - 8.4" - Anchor Base 90 -9.0 BM - Embedded 10 -10.0" LAB- Less Anchor etc ... Bolts+ '. •• Please order aCCOSSMles per catalog number as a separate line item. Also, please specify Quantities, mounting beigbts and orientations as necessary. + Please specify e=ting situation or special circumstance. SIC FACTORS ESSENTIAL TO SELECTING THE OPTIMUM STANDARD I. Pole Height — The pole height will be determined by the lighting requirements as specified by the project designer. These lighting requirements will cause variance in the pole height, which is dependent upon fixture types, lighting level and uniformity requirements. 2. Wind Velocity - The wind velocity shall be determined from either the project specifications or the wind velocity map on page 4-1. This wind velocity map is based upon a 50 -year mean recurrence interval. The wind values shown on this map represent wind velocities at 30 feet above the ground. When a Project location is sited between adjacent wind z ones, the wind zone with the greater wind velocity should be used. Also, please be aware that special wind conditions may exist around mountainous areas or locations with unique terrain. Special design consideration should be given to such areas. I EPA - The EPA (Effective Projected Area) of the system should be computed by summing all of the EPA's of the external appurtenances, which are mounted on the pole. The EPA for lighting fixtures can be deter- mined by referencing the appropriate manufacturer's catalog. EPA values for all brackets can be found in the appropriate table located in this catalog. 4. Weight — The weight of the system should be computed by summing all of the weights of the external appurtenances mounted out the pole. Weights of fixtures and brackets can be determined from the appropriate lighting fixture manufacturer's catalog and the appropriate table in this catalog respectively. 5. Pole Duty Rating - The pole duty rating should be determined by comparing the system EP and weight with the EPA and weight capacities listed in the appropriate maximum loading table located within this catalog. The values detailed in this table reflect the maximum capacities of the respective poles and are based upon a loading centroid located at the top of the pole. 6. Pole Base - The pole base (Anchor Bolt or Embedded) is typically determined by the project specifications. 0 mm wnaw company, u.P 3 - ttl W H I T C O IM Revised 812101 op Fmtuxw• Milling 40M9 I - 1lpeYrapt Arm d bra - 14190° DWB -2 ®190° SP - %mb bracket DIM-20W FE - Fast= DAM - 3 0 lZr DU - Duple: receptacle DIA9 - 3 ®90' Or - Ghoaod Fault fteunp< DK49 - 4 @ 90° V8 - Vttsdoa Damper StsuRad Tanana � - vm cmpbW TS - TMU$ftater Base T20R - TEN FB - Fag Base Cover T26R - TSN 25 5 NC - Nut cotes T3II-Tw TM - T04M CA - Cams Arm Two - TEN-" 88 - Bullhorn doe Brat T363 - TEUS -35 LP - Prdsctim :b T40S - TEN-" a - O T46S - TE945-35 •• Please order aCCOSSMles per catalog number as a separate line item. Also, please specify Quantities, mounting beigbts and orientations as necessary. + Please specify e=ting situation or special circumstance. SIC FACTORS ESSENTIAL TO SELECTING THE OPTIMUM STANDARD I. Pole Height — The pole height will be determined by the lighting requirements as specified by the project designer. These lighting requirements will cause variance in the pole height, which is dependent upon fixture types, lighting level and uniformity requirements. 2. Wind Velocity - The wind velocity shall be determined from either the project specifications or the wind velocity map on page 4-1. This wind velocity map is based upon a 50 -year mean recurrence interval. The wind values shown on this map represent wind velocities at 30 feet above the ground. When a Project location is sited between adjacent wind z ones, the wind zone with the greater wind velocity should be used. Also, please be aware that special wind conditions may exist around mountainous areas or locations with unique terrain. Special design consideration should be given to such areas. I EPA - The EPA (Effective Projected Area) of the system should be computed by summing all of the EPA's of the external appurtenances, which are mounted on the pole. The EPA for lighting fixtures can be deter- mined by referencing the appropriate manufacturer's catalog. EPA values for all brackets can be found in the appropriate table located in this catalog. 4. Weight — The weight of the system should be computed by summing all of the weights of the external appurtenances mounted out the pole. Weights of fixtures and brackets can be determined from the appropriate lighting fixture manufacturer's catalog and the appropriate table in this catalog respectively. 5. Pole Duty Rating - The pole duty rating should be determined by comparing the system EP and weight with the EPA and weight capacities listed in the appropriate maximum loading table located within this catalog. The values detailed in this table reflect the maximum capacities of the respective poles and are based upon a loading centroid located at the top of the pole. 6. Pole Base - The pole base (Anchor Bolt or Embedded) is typically determined by the project specifications. 0 mm wnaw company, u.P 3 - ttl W H I T C O IM Revised 812101 Wind velocity Map m O ++ b � W � M w w � 0 ID m gbm° 05 � $. U di M m m w M o q a m w H I T C O Revised 8/2/01 � 4 -1 0 2001 weitco comosuy. ue S cadous Structural Design The pole standards shown in this catalog are designed for the combined effects of both wind and dead bad. The wind load effects have been analyzed with wind veioclties ranging from 70 to 120 mph plus a 1.3 gust facto: Due to varying wind effects, height correction factors and drag coefficients have been applied to the enare struchne. The dead load effects have been determined by using a final deflected position analysis to account for secondary moments caused by eccentric dead loads. These combined loading effects have been used to determine the maximum allowable loading des, which are shown on the fallowing pages. These maximum loading capacities include an appropriate factor of safety, which Js based upon the minimum yield strengthe of the materials. Pole Shaft Each pale shaft is made from a single ply steel sheet. This steel sheet is formed into a tubular shape with 0110 or more langftudinal welds; no welded splices are permitted. This tubular shape has a cross - section, which is either round or square ad is either tapered or non - tapered along its length Standard taper rates Include 0.11 inches per foot for square poles and 0.14 Mdres per foot for round poles. The material used for the pole shaft meets the requirements of AMU A5W Grade-C, ASTM AM Grade -A, or ASTM A-572 GR 65. Poles, which exceed 50 feet in lenptb, are designed as two -piece pole assemblies. These two-piece assemblies are joined together by telescoping the upper "female" sectim over the lower "male" section by a minimum lap distance of 1.5 times the female inside diameter. The longitudinally welled seam on the female section is welled both inside and out to hrsute 100% weld penetration at the telescoped area Pole assemblies, which exceed 50 feet in height, are also designed with an internal cable guide and strain relief mechanism, which is typlcalfy attached at the mid - height of the pole assembly. This cable guide assembly consists of an ofset bar, steel pipe sleeve with internal PVC sheathing to reduce wear, and a hand hole opposite the offset bar for access. All hinged poles are equipped with a shroud and an external hinge assembly to facilitate lowering the top Of the 1 3 0 1 0 for maintenance purpoees. The shroud is made of a commercial quality carbon steep which meets the requirements of ASTM A572 Grade 50. The shroud is designed to conform to either a taper or 11011- tapered square pole and includes a locking device which prevents unauthorized lowering of the pole. The external binge assembly includes a stainless steel pill. Base Plate Base plates are integrally welded to the bottom pole section of all anchor base -type assemblies with either a telescopic weld or a full- penetration weld with a back -up- bar. The material used for these plates will conform to either ASTM A36 or ASTM A572. Anchor Bolts All standard anchor bolts meet the requirements of ASTM F1554, Grade 65. The bolts have a minimum threaded length of at least 6 inches and are galvanized for a minimum of 12" on the threaded and to the requirements of ASTM A153. Each anchor bolt is supplied with two hex nuts and two flat washers. Ali standard anchor bolts have a "hooked" end on the embedded portion to assist in the development of pull- out-strength Hand Holes Ali hand holes are peripherally reinforced with flat bar which is integrally welded to the pale shaft. Each pole will either have 3 "x 5" or 4"x 6.5" reinforced hand bole located 18" from the base of the pole or for embedded poles, 18" above finished grade. Cover PI ates are included with all hand boles and are attached to the pole with a back -bar and screw. Embedded Poles Embedded poles will be set directly into the ground by an embedment distance which is equal to 10% of the free pole beight plus 2 feet with a minimum embedment depth of not less than 5' -0". The embedded pole will not utilise a stub base or base plates as an anchoring meens. but will rest upon a bearing plate which Is integrally welled to the bottom of the pole shift The embedded portion of the pole plus 6" Will be additionally protected with a mastic coating described hereafter under "Protective Coatings ". Two 3" x 5" band holes located 24 inches below grade and onented at 160 degrees apart will be provided for wire access. Protective Coatings All Pole shaft sections are either galvanized, powder coated, pointed or any combination thereof. Galvanizing is done in accordance with the requirements of ASTM Al23. Each abaft assembly is completely coated both inside and out with a single dip. Double dipping will not be permitted in compliance with USGA (United States Galvanizing Association) recommended practices. Powder coated poles are covered with a urethane polyester powder meeting the requirements of the project specifications and cured in a convection oven at 400 degrees Fabranheit. Liquid painted poise are typically primed and finish painted to the requirements of the project specificadons. Bath powder coated and painted poise are wrapped to a protective plastic-backed foam prior to shipping to safeguard agahrat freight damage. Embedded portions of an pole shafts will be protected with a mastic coating which meets the performance requirements of TT V 51F Varnish: Asphalt. Welding All welting is performed by AWS (Amencen Welling Society) certified welders and all welds comply with the most recent edition of the AWS Structural Welting Code. ttl a W H ITC O O M wmmooOffV. ur 5-1 Square Noon - Tapered (A abor Sale) DIA (2) NUTS LENGTH SHAFT LENGTH HAND HOLE DETAIL I lMANNOMT ff.-,I DETAIL 1 I ANCE01114MW ff WIDTH MAX 1 , IIRJ. BOLT ' CIRCLE DUAL Tw T r. WALL THL + Vir —I DETAIL 2 EAIIMPLA?i A a nwietehbmyof datviopr: is avagabie aleatrcmidw Please cnmtarx Ylbsw for fi rtbainformat m. t(l W M 17 G O 18-1 0=1 vimmomowl, ue Square Non - Tapered (Anchor Base) W H I T C O 02M WUMCompea . W 19 -1 Revised 8/17/01 GULLWING � PREFIX CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS G18 1 2X1. 250HPS 277 BRP PCs 013 \1 1 G13 G ig 120 BRP F HedasrutrtLOW 50MH' 1001111° 25OPSUH 208 BLP LF N A G78 ( maarig f 01MV AVA above 400w) 2XL Typo q, hbrlmrrtdLargs 3XL 7kw a, Hortmotar tamp 4XL 7jpe N, Hortawdaf Lamp > G Q 4 71ve V. HorimnAdLemp 0 (GIB or* AVA above 400w) 716ln G 13(1 r 3 Thwe O 90• 30120 1zo• W Wall Mount, Recessed J-Bor WS wab AlburrC Surboe cdndrs 701111H 1501111He 100 M 17SUN 320PSMHr 240 35OPSMH �� WP 1 50M 2511111111H 400PSMH NP 175MH MHz 750PSMW 347 OC 75OMW 480 SC 50HPS' 1000MH" 150HPS le Fusi 70HPS NP 250HPS PC 100HPS PTF3 Pole Tap Fiber - 3 -3112" Die. Tenon 400HPS Optional Color Paint 150HPS PWA win► 490V. 1000w modm m combined 600HPS PCR 750HPW SCPTF Square Pole Top Filler AW Meta! Halide PSMH PUAM Start Abfal Halide HPS HAP Pmasrrm Sod im 1. 120 and 277V Darya 2. Requ4es EDO arOrNre xadJsaisled bW 3. FWrAW d wtih sag pare Mrs anti 4. Rsg s8737redwoodJeCsbd6W 5 WnhesnW&base&7" PC PCR POLY HS QS RPA1 RPA2 PTF2 PTF3 PTF4 N FINISH: OPTIONS: BRP Bronze F Fusing on Head) RPA2 4-and 5' Rand Poke Adapter B LP B Black Paint (AVA O 730 d IWO*) (G18 or* RegWmd for 4• OD rdu ndpoles) P Paint LF le Fusi PTF2 Pole Top Filler - 2 316' Dla. Tenon NP Natural Alurntwm Paint PC Photoconfioi and Reeeptade PTF3 Pole Tap Fiber - 3 -3112" Die. Tenon OC Optional Color Paint PWA win► 490V. 1000w modm m combined PTF4 Pole Tap Filter - 3112.4' pia. Tenon PCR Pholocon Raceptade only SCPTF Square Pole Top Filler b CW GU , ac oc4m7024 POLY Pblycarbonate Sag Lens SQPA Square Pte Spacer (GIs Far , 3-a adim il90 4-way SC Spedal Color Paint (G13- 100wnxm GIB - 250wmax) n dFecfybat5 gre (Specije Atiaf syopy taro ryrip) HS InternalliousesideShieW 45".spol >� Pte• For less man 4 5' a pole OS Quartz Stan apsder k mgrdsd. (G13 - f00w moat G18 - 600w mad TSPA Tapered Square Pble Spacer a() Sag Glass Lens M feu of1Mt pass) This gotbn is mquied br poke less than 15• (Syopfedrrmndwdw0Mwend1MMI dXwrb275'aqusre RPA1 3' Rand Pole Adapter SPA Square Pale Adapter (G IS a*.. RSr 4W for r 00 round or (G13 er* Roo~ br sgrsm pdMsJ We ed rowMpdes **" lop 001s MOs than 4:) TYPE PREFIX CONFIGUR DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS G13 AND G18 AREA LUMINAIRES GENERAL DESCRIPTION: The Gardco Gubft is an area luminaire defined by its sleek profile and rugged construction. Available in two sizes, the housing is one- piece, diecast aluminum and mounds directly to a pole or wag **W the need of a separate support arm. The mutifaceted aro-image duplicating optical systems provide IES Types I, 11, Ill, IV and V distributions. The door frame is single -piece diecast aluminum and retains an optically dear tempered flat glass lens. The luminaire is completely sealed and gasketed prever►ting intrusion from moisture, dust and insects. The Gullwing luminaires are finished with a fade and abrasion resistant TGIC powdercoat. O R D E R I N G Gardco Lighting reserves the right b change materials or modify the design of ifs product wWxxA notification as part at the uxmpanys continuing product Improvamant program Ttre GLdMV design is protected by U.S. patent number DES.391di59. The XL optJcei system Is protected by US. paled mmber 5690422. 0 Copyright Gardco Ug" 2001. AP Rights Reserved. International Cop"M Secured. 2851 Alvarado Street San Leandro, CA 94577 800/227 -0758 510(357 -6900 In California Fax 5101357 -3088 slielighting.com Gen lyte Thomas Group LLC I I G H T I N G 791155/202 GULLWING G13 AND G18 AREA LUMINAIRES S P E C I F I C A T I O N S GENERAL DESCRIPTION: The Gafdeo GulMdng is an area luminaire defined by its sleek profile and rugged construction. The housing is one -piece, diecast aluminum and mounts directly to a pole or wail without the need of a separate support arm. The mutifaeeted arc4mage duplicating optical systems provide IES Types 1, 11, Ill, IV and V distributions. The door frame is single -piece diecast aluminum and retains an optically clear tempered flat glass lens. The luminaire is completely sealed and gasketed preventing Intrusion from mashie, dust and insects. The Gulwing luminaires are finished with a fade and abrasion resistant TGIC p%*rcoat HOUSING: A one -piece diecast alunh n housing mounts directly to a pole or wall without the need for a support arm. The low profile rounded form reduces the effective projected area of the lurninaire to only .8 fe for the G13 and 12 fp for the G18. LENS ASSEMBLY: A sing"iece diecast aluminum lens frame hinges down from the housing and is secured by a stainless steel lanyard and WW pin. An optically Gear, heat and impact resistant tempered flat glass lens is mechanically secured with sic (G13) or eight (G18) retainers. The electrical and optical ciannbers are thoroughly sealed with a one -piece memory retentive hollow -core EPDM gasket to prevent intrusion by moisture, dust, and irnsectL OPTICAL SYSTEMS: The segmented optical systems are manufactured from homogenous sheet aluminum which has been electrochemically brightened, anodized and sealed. The multifaceted arc image duplicating systems are designed to produce IES Types 1 (1), II (2XL), Ill (3X2.), IV (02.), and V (0). With the 2X1, 3XL and 4XL luminaries, the reflector facets form a conical fan around the arc tube with each facet positioned to be precisely tangent to the top of the arc tube. The lampholder is glazed porcelain with a nickel plated screw shell. Position - oriented sockets to accept super metal halide lamps are supplied standard. AN G18 units feature lainp stabilizers except 150 HPS. ELECTRICAL: AN electrical components are UL recognized, factory tested, and mounted on a unitized plate with quick electrical disconnects. Each high power factor ballast is the separate component type capable of providing reliable Iamp starting down to - 20(F). FINISH: Each standard color luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) textured polyester powdercwat finish. Standard colors include bronze (BRP), black (BLP), white (WP), and natural aluminum (NP). Consult factory for specs on optional or custom colors. LABELS: All fixtures bear UL or CSA/CUL (where applicable) wet location tabeL4. DIMENSIONS EPA (It-) A B C D 1 2 314 G13 22 12" 13 1/2" 4 3/4" 8 1/2" .8 1.6 1 22 57.25 cm 34.16 an 12.14 an 21.54 cm G18 31 10 18" 6 1/2" 11 112" 12 2.4 F2 80.01 an 45.72 cm 16.66 an 29.21 cm 1 Gardoo LlghOng reserves the right to change materiels or modify the design of Me product *VW nodficedon as pert or the eonwWa continuing product Improuem ert program. The GtAWng deep Is protected by U.S. patent number DE3.391.6%. The XL optical system is protected by U.S. patent number 5690422. O Copyright Gerdoo Lighting 2001. AA Rights Reserved. Irternrabonal Copyright Secured. 2661 Alvarado Street San L Lento CA 94577 SOMT -0758 510/357-0900 in California Fax 5101357 -3088 siiekigitting.com Gen" Thomas Group LLC L I G H T I N G 79115 -SM TqK . C Key to selecting Pole standards RTSP - 30 - 77 - E2 - AB - FP(WM - DM19 - XX cagy Pole Hew WaR Maish Standard Optional Features" Tapered RTSP- 10 - 10' 13iclmas L willing Patterns steel Poi 20 20, ?>'s" 11 - 0.1196" - Finish D1119 -Ia90° UP - Upswept Arm brad* r . Dl@8 -2 ®180' SP -Spoke bracket RNSP - Round Non-tapered 30 30' H -"793* 'GP - Galy and DWO -2 d 90° pS - Festoon Box steel Pole 35 ' 35' 40 = 40' F - 0.1875" Paku H 0.2500" DfM32 - 3 S 120° DO - Duple: reaeptade 3'SP - Square Tapered Sandard 45 45' - 'St Colors MM-309(r Gr - Ground Fault Interrupt steel Pole so = 50' <~ J DIUM- 41090' VB - VSxetisnDamper 60 ' 60' ;: Material WK - White MW - Square Non - tapered 70 = 70' Yield B - Dark Bronze standard Tmine !C - Breakaway couplings Steel Pole oft-am : " AM - Mad Bronze TO - Traosio n►er Base STilp - Square Tapered Rase DM ouster AL - Aluminum 1 - 65 ksi � BL - Black T� - TIN FB - Full Base coves �� Pole as - 8D�a1 T259 - TE1�25 B5 SC - Nut Covers - S - 481tai T - TEN 30 A5 CA - cons Arm SNIP - Square Nutt- tapered T35R - TI N,35-A5 EiitaQed Pole 70 - 7.0" . -... , .:.,:. Bass Type T� - TEN-30Z Bid - BuMIamBrada3t 77 - 7.7" 94 - 8.4" - Anchor Base T - TMU" LP - Protection 90 - 9.0" BM - Embedded T40S - TE9-" GL - obstruction Lights 10 -10.0' LAB- Less Anchor T40 - TEff4M etc-.- Bolts* •� Please Order accessaaies per catalog number as a separate line item. Also, please specify quantities, mounting heights and orientations as necessary. + Please specify existing situation or special circumstance. SIX FACTORS ESSENTIAL TO SELECTING THE OPTIMUM STANDARD 1. Pole Height — The pole height will be determined by the lighting requirements as specified by the project designer. These lighting requirements will cause variance m the pole height, which is dependent upon fixture types, lighting level and unifoi requirements. 2. Wind Velocity - The wind velocity shall be determined from either the project specifications or the wind velocity map on page 4 -1. This wind velocity map is based upon a 50 -year mean recurrence interval. The wind values shown on this map represent wind velocities at 30 feet above the ground. When a Project location is sited between adjacent wind zones, the wind zone with the greater wind velocity should be used. Also, please be aware that special wind conditions may exist around mountainous areas or locations with unique terrain. Special design consideration should be given to such areas. 3. EPA - The EPA (Effective Projected Area) of the system should be computed by summing all of the EPA's of the external appurtenances, which are mounted on the pole. The EPA for lighting fixtures can be deter- mined by referencing the appropriate manufacturer's catalog. EPA values for all brackets can be found in the appropriate table located m this catalog. 4. Weight — The weight of the system should be computed by summing all of the weights of the external appurtenances mounted on the pole. Weights of fixtures and brackets can be determined from the appropriate lighting fixture manufacturer's catalog and the appropriate table in this catalog respectively. 5. Pole Duty Rating - The pole duty rating should be determined by comparing the system EPA and weight with the EPA and weight capacities listed m the appropriate maximum loading table located within this catalog. The values detailed in this table reflect the maximum capacities of the respective poles and are based upon a loading centroid located at the top of the pole. 6. Pole Base - The pole base (Anchor Bolt or Embedded) is typically determined by the project specifications. 0 2oM whltco Company. LLP 3 -1 W H I T G C3 No Revised 8001 r � r Q Y w ym w ' O La Lid �w c A M m � w m 'd m 4 A a W V V N m 0 •S• �8�� w m b w O w � ID 1tiA to m ,4 �4 •m W H I T C O No Revised 8/2/01 4.1 0 2M WUZW ooMn,. UP Structural Design The pole standards shown in this catalog are designed for the combined effects of both wind and dead load. The wind load effects have been analyzed with wind velocities ranging from 70 to 120 mph plus a 1.3 gust factor. Due to varying wind effects, height correction factors and drag coefficients have been applied to the entire structure. The dead load effects have been determined by using a final deflected position analysis to account for secondary moments caused by eccentric dead loads. These combined loading effects have been used to determine the maximum allowable loading capacities, which are shown an the following pages. These maximum loading copsai<ies include an appropriate factor of safety, which is based upon the minimum yield strengths of the materials. Pole Shaft Each pole shaft is made from a single ply steel sheet. This steel sheet is formed into a tubular shape with one or more longitudinal welds; no welded splices are permitted. This tubular shape has a cross- section, . which is either round or square and is either tapered or non-tapered along its length. Standard taper rates include 0.11 int3aes per foot for square poles and 0.14 inches per foot for round poles. The material used for the pole shaft meets the requirements of ASTM A500 Grade -C, ASTM A595 Grade -A, or ASTM A-572 GR 65. Poles, which exceed 50 feet in length, are designed as two-piece pole assemblies. These tyro -piece assemblies are joined together by telescoping the upper "female" section over the Iowa "mate" section by a minimum lap distance of 1.5 times the female Inside diameter. The longitudinally welded seam on the female section is welded both inside and out to insure 100 %weld penetration at the telescoped area. Pole assemblies, which exceed 50 feet in height, are also designed with an internal cable guide and strain relief: mechanism, which lo typically attached at the mid-height of the pole assembly. This cable guide assembly consists of an afloat bar, steel pipe sleeve with internal PVC sheathing to reduce wear, and a hand hole opposite the offset boo• for access. HkQed Poles All hinged poles are equipped with a shroud and an external bid assembly to facilitate lowering the top of the pole for maintenance purposes. The shroud is made of a commercial quality carbon steel which meets the requirements of ASTM A572 Grade 50. The shroud is designed to conform to either a taper or non - tapered square pole and includes a locking device which prevents unauthorized lowering of the pole. The exrternal binge assembly includes a stainless steel PhL Base Plate Rase plates are integrally welded to the bottom pole section of all anchor base -type assemblies with either a telescopic weld or a full- penetration weld with a back- up•bar. The material used for these plates will conform to either ASTM A36 or ASTM A572. 0 2M ti bMO CDMPFAS IMF 5 -1 Spa ficadow Anchor Bolts All standard anchor bolts most the requirements of ASTM F1554, Grade 55. The bolts have a minimum threaded length of at least 6 inches and are galvanized for a minimum of 12' on the threaded and to the requirements of ASTM A153. Each anchor bolt is supplied with two box[ nuts and two flat washers. All standard arnchaat bolts have a "hooked" end on the embedded portion to assist in the development of pull- out-srenguL Band Holes All hand holes are peripherally reinforced with flat bar which is integrally welded to the pole shaft Each pole wW either have 3 "x 5" or 4"x 6.5" reinfarced hand bole located 18" from the base of the pole or for embedded poles, 18" above finished grade. Cover plates are included with all hand boles and are attached to the pole with a back-bar and screw. bedded Pules Embedded pales will be set directly into the wound by an embedment distance which is equal to 10% of the free pole Leiohi phis 2 feet with a minimums embedment depth of not lass than 5' -0 The embedded pole will not utilize a stub base or base plates as an anchoring means, but will rest upon a bearing plate which is integrally welded to the bottom of the pole shaft. The embedded portion of the pole plus 6" wilt be additionally protected with a mastic Coatings ". Two 3" z 5" hand holes located 24 inches below grade and oriented at 180 degrees apart will be provided for wire access. Protective Coatings All Pole shaft sections are either galvanized, powder cooled. Whited or any combination thereof. Galvanizing is dome in accordance with the requirements of ASTM Al23. Each shaft assembly is completely ooated both hside and out with a single dip. Double dipping will not be permitted in compliance with USGA (United States Galvanising Association) recommended practices. Powder coated poles are covered with a urethane polyester powder meeting the requiremento of the ]abject specifications and cured In a convection oven at 400 degrees FahrenbelL Liquid painted poles are typkally primed and finish painted to the requirements of the project specifications. Both powder coated and painted poles are wrapped In a protective plasdo-bedted foam prior to sbippiag to safeguard against freight damage. Embedded portions of all pole shafts will be protected with a mastic coating which meets the performance requirements of TT V 51F Varnish: Asphalt. Welding All welting is performed by AWS (American Welling Society) certified welders and all welds comply with the most recent edition of the AWS Structural Welding Code. ttl W M H SIT 0 0 ® A R E A Square Non- (Anchor Base) DIA LENGTH SHAFT LENGTH (2) NUTS PLAT WASHERS El DETAIL 1 I AR CHOINKMT MAX BOLT s CIRCLE DI& MM. BOLT ' Q P HAM ACED CIRCLE LT 1� HAND HOLE BASE VV TH 7 THIC[ T - - - WALL nM + Iff DETAIL PM AST DETAIL 2 EASCPIJTi A aomploW hbrary of drawhW is avafla * ®leatroakallp. Aerie contact Whitao for furtbar fnfannedca. ((1 W m1 irc o 18 - a mm WbWW cur Square Non - Tapered (Anchor Base) 02001 WbXw conqsny, Up 19 -1 w K l r c o Revised 8/17/01 G13 AND G18 AREA LUMINAIRES GENERAL DESCRIPTION: The Gardco Gullwing is an area luminaire defined by its sleek profile and nagged construction. Available in two sbm, the housing is one- piece, diecast aluminum and mounts directly to a pole or wall without the need of a separate support arm. The mutifaceted arc -Image duplia ft optical systems provide IES Types 1, II, III, IV and V distributions. The door frame is single -piece diecast aluminum and retains an optically dear tempered flat glass lens. The luminalree is completely sealed and gasketed preventing intrusion from moisture, dust and insects. The Gullwing luminaires are finished with a fade and abrasion resistant TGIC powdercoat. O R D E R I N G PREFIX CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS 4rwW 5' Round Pole Adapter G78 Black Paint 1 (WA0Ih 2XL WP 250HP3 LF Z77 PTT2 BRP NP PCB G13 1 PTF3 pole Top Fitter - 3-31/r Die. Tenon OC Oplionel Color Paint stay Aesw"w 1 7NN 1 , HortAMW LwW (018p a• 013 G18 120 50111IH' 10OMW 250PSMt1 208 70MH 15111111111w 320PSMFP BB-RP BLIP F LF G78 2 bows 400*) ?AO VYP PC POLY Pblyearbonste Sag Lein SQPA 100 M '751111H 350PSMH SC Spedal Color Paint 7Gt n G 180• 2X` 150MH 250MH 400PSMH 277 PIP PCR HS 2@90 Type x, Iwo rAYLow 175MH 750PSMFP 347 OC POLY QS Tin a 90- 3XL 75OMW 480 Sc HS 3 Type A H- &-* Law WHIPS' 1000iAWA 150HPS CS SG THPAe a 90- 4XL 70HPS 250HPS RPA1 3@120 Type IV, tbdmraf larrp 10014PS 400HPS RPA2 Rs/11 Tdps 0 120- a 150HPS 600HPS PTF2 4 TWO u Hwinft Lanp 750HPS' PTF3 � d A$. (G18 0* WA abbe 400*) MH Assist Holds PSUH Pk*O start &bw Hares PTF4 W Has HO Redeem S clium TYPE SOPTF DISTRIBUTION WATTAGE KW Aftmt R°OBssed'1491ow \ 1. 120 and 277V ar* *M1�_ SG t yvs 211 2. jaumledlemrp 3 red e all &feu Axes aM SQPA Wag AA MArt Swbw Ca misit R9qu1 4. Req+frss8T7rsdaardpofasdsrrp T'SR4 5. wwurs am& base mms mgg* d SM BRP Bronze Paint F Fusing On Head) RPA2 4rwW 5' Round Pole Adapter SLP Black Paint (WA0Ih ( G18anljc Rawhsd far 4 '-5 round polaq WP Mte Paint LF 1n4.iWn-Pc ie Fusing PTT2 Pole Top Filter - 2 3W Die. Teuton NP Natural Aluminum Paint PC Pholontrol and Receptacle co PTF3 pole Top Fitter - 3-31/r Die. Tenon OC Oplionel Color Paint (WA w18r 4WV. 100t7wnwninaen combkwd P� Pole Top Filter - 3 1/2-4' Dia. Tenon Specify RA as PCR aryy %a Top Filler shma in CaAor Selection Gu db. arc OC,RALM24 POLY Pblyearbonste Sag Lein SQPA Square Pole $pacer (018 or* For SC Spedal Color Paint (013- t00wnWG18- 2Wwmax) °r2xallybe43rsyarlar (�eol& AAA sapply tt�r �) HS internal Houseelde Shield square pay. Forte low than ,S a poft QS Quartz Standby sp— srogrYed. (G13- 100w dWwnw0 TSPA Tapered Square Pole SG Sag Glass Lens (7n Ise last 911026) This wWn s mq&*W A r poles Am 8ren 35 rAq*sd AwWard wA* 750* and IW0w) dam to 275'squre Rs/11 3 Round Pole Adapter SPA square pole Adap ter (G18 ank Rsqukerf x3 r=AW or (G13 oMyc la2q~ 6r s*— pots) tapered round pores **" top OD is see em 4 - .) TYPE PREFIX CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS *M1�_ Calla t t K946D 211 6 N FINISH: GaNCO Ugfding reserves the right b flange materials or modify the design of Its product wtttwut notification as part of the COMPS"Y's continuing product IMPRY ht program.Ths GullvMng design s protected by U.S. pat" number DES391.859. The XL oryllca system Is Protected by U.S. Patent number 5890422 O Copyright Gacdco Ughting 2001. AA Rights Reserved. International Copyright Secured. 2661 Ahrarado Street San Leandro, CA 94577 8001227 -0759 510/357.6900 in California Fax 510/357 -30118 siteilghting.Cam Genlyte Thomas Group L L C L I G H T I N G 7911585/202 TI - MJt Key to selecting Pole Standards RTSP - 30 - 77 - E2 - AB - FP(VVM - DM19 - XX cate0ory Pole Height NTe[t Finish Standard gam•• RTSP - Round Tapered 10 30' 10 _ 10 , lLldmess GY - Galvanized Drilling Patt erns D - Opewept Amt 6ractet Steel Pole = 2X , 0.1196' - Finish 1[19 -1 D 90• B - 0.1560' Painted DKZ8 - 2 D 180' SP - %dn bmc rat RNSP - Round Non-tapered _ �, N - aim: *GP - Galy and Dig _ 2 D 90° !$ - PesWOn Bo: Steel Pole 40 - 40 O - 0.1875" =� Parrd DIM - 3 D 120' DU - Dupiar reoeptede STEP - Square Tapered 45 = 45' " H - 0.2500" 'Standard Chinas Dun - 3 a 90' (e? - Cnoemd Fact I Steel Pole 60 = 50' = , DU49 - 4 D M n8 - Vftatim Damper 90 = 60' ?. Naterld WR - White 'SIISP - Square Non - tapered 70 = 70' Yield - Dart Bmese Standard Tenons BC - Breekawayoouplmps Steel Pole Strength fie - lied Broose TB - 1Yaoalmmer Base STO - Square Tapered Basis Diameter 1 - 65 isi � - T2R - TEN-2 >B - Full Base Cover Hinged Pole vuldn -55ksi SP - Special T25R - TE11F2M B5 NO - Nut Cones l� 3 - 81®i T30R - TEN -30.85 CA - (hots Arm SI4HP - square Nara- tapered �i - 6.3" � - ��,gy H inged Pole M _ 7.0* Base Tppe T309 - TEN -30� BH - Balborn BIDCtet 77 - 7.7" 84 - IIA" - Anchor Base T369 - TEN-" LP - LiphOmmg Prowtion 90 - 9.0" E34 - Embedded T40S - TE940.85 CL - Obttmccbm Ijots 10 -10.0" LAB - Less Anchor T - TER45Z atc..- Bolts+ •• Please order aaaessorles per catalog number as a separate line item. Also, please specify quantities, mounting heights and orientations as necessary. + Please specify exust W situation or special circumstance. SIX FACTORS ESSENTIAL TO SELECTING TAE OPTIMUM STANDARD 1. Pole Height — The pole height will be determined by the lighting requirements as specified by the project designer. These lighting requirements will cause variance in the pole height, which is dependent upon fixture types, lighting level and uniformity requirements. 2. Wind Velocity - The wind velocity shall be determined from either the project specifications or the wind velocity map on page 4 -1. This wind velocity map is based upon a 50 -year mean recurrence interval. The wind values shown on this map represent wind velocities at 30 feet above the ground. When a project location is sited between adjacent wind zones, the wind zone with the greater wind velocity should be used. Also, please be aware that special wind conditions may exist around mountainous areas or locations with unique terrain. Special design consideration should be given to such areas. 3. EPA - The EPA (Effective Projected Area) of the system should be computed by summing all of the EPA's of the external appurtenances, which are mounted an the pole. The EPA for lighting fixtures can be deter- mined by referencing the appropriate manufacturer's catalog. EPA values for all brackets can be found in the appropriate table located in this catalog. 4. Weight — The weight of the system should be computed by summing all of the weights of the external appurtenances mounted on the pole. Weights of fixtures and brackets can be determined from the appropriate lighting fixture manufacturer's catalog and the appropriate table in this catalog respectively. 5. Pole Duty Rating - The pole duty rating should be determined by comparing the system EPA and weight with the EPA and weight capacities listed in the appropriate maximum loading table located within this catalog. The values detailed in this table reflect the maximum capacities of the respective poles and are based upon a loading centroid located at the top of the pole. 6. Pole Base - The pole base (Anchor Bolt or Embedded) is typically determined by the project specifications. o MM WbAM cons. u c 3 -1 tl,.l W H I T C O Revised 8001 wind velocity Map O ++ 'd m l w w � 0 m �a M V C O .ti U U 10 m o i jk� �m� t! Sim w O w a� O gg W H 1 T C 0 �® Revised 8/2/01 4.1 0 =61 Whaw Cam, �caHong Strucahral Design The pole standards shown in this catalog are designed for the combined effects of both wind and dead load The wind load effects have been analyzed with wind velocities ranging from 70 to 120 mph plus a 1.3 gust factor. Due to varying wind effects, height correction factors and drag coefficients have been applied to the entire structure. The dead load effects have been determined by using a final deflected position analysis to account for secondary moments caused by eccentric dead loads. These combined loading effects have been used to determine the maximum allowable loading capacities, which are shown on the following pages. These maximum loading capacities include an appropriate factor of safety, which is based upon the minimum yield strengthe of the materials. Pole Sbaft Each pole shaft is made from a single ply steel sheet. This steel sheet is formed into a tubular shape with one or more longitudinal welds: no welted splices are permitted. This tubular shape has a cross- section, which is either round or square and is either tapered or non-tapered along its length. Standard taper rates include 0.11 inches per foot for square poles and 0.14 inches per foot for round poles. The material used for the pole abaft meets the requirements of ASTM A500 Grade -C, ASTM A5% Grade -A, or ASTM A-572 GR 65. Poles. which exceed 50 feet in length, are designed as two -piece pole assemblies. These two-piece assemblies are joined together by telescoping the upper "female" section over the kover "male" section by a minimum kip distance of 1.5 times the female inside diameter. The longitudinally welded seem on the female section 1s welded both inside and out to insure 100% weld penetration at the telescoped area. Pole assemblies, wbkh exceed 50 feet in height, are also designed with an internal cable guide and strain relief mechanism, which is typically attached at the mid beigbt of the pole assembly. This cable guide assembly consists of an offset bar; steel pipe sleeve with interne 2 PVC sheathing to reduce weer, and a hand hole opposite the offset bar for access. Hinged Poles All hinged poles are equipped with a shroud and an external binge assembly to facilitate lowering the top of the pole for maintenance purpoees. The shroud is made of a Commercial quality carbon steel which MOM the requirements of ASTM A572 Grade 50. The shroud is designed to conform to either a taper or Mn tapered square pole and includes a locking device which prevents unauthorized lowering of the pole. The external hinge assembly includes a stainless steel OIL Base Plate Base plates are integrally welded to the bottom pole section of all anchor base -type assemblies with either a telescopic weld or a full - penetration weld with a back- up•bax The material used for these plates will conform to either ASTM A36 or ASTM A572. Anchor Boks All standard anchor bolts meet the requirements of ASTM F1554, Grade 55. The bolts have a minimum threaded length of at least 6 inches and are galvanised for a minimum of 12' an the threaded end to the requirements of ASTM A153. Each anchor bolt is supplied with two hex nits and two flat washers. All standard anchor bolts have a "hooked" end on the embedded portion to assist fn the development of pull - out - strength. Eland Holes All hand holes are peripherally reinforced with flat bar which is integrally welded to the pole shaft. Each pole will either have 3 "x 5" or 4 "x 6.5" reinforced hand bole located 18" from the base of the pole or for embedded poles, 18" above finished grade. Corer plates are included with all hand holes and are attached to the pole with a back -bar and screw. Embedded Pales Embedded poles will be set directly into the ground by an embedment distance which is equal to 10% of the free pole height plus 2 feet with a minimum embedment depth of not less than 5' -0". The embedded pole will not utilize a stub base or base plates as an anchoring means, but will rest upon a bearing plate which is integrally welded to the bottom of the pole shaft The embedded portion of the pole Plus 6" will be additionally protected with a mastic coating described hereafter under "Protective Coatings'. Two 3" x 5" hand holes located 24 ithcihas below grade and oriented at 180 degrees apart will be provided for wire access. Pmtwdve Coatings All Pole shaft sections are either galvanized, powder coated, painted or any combination thereat Galvanizing is done in s000rdance with the requirements of ASTM Al23. Each sbaft assembly is completely coated both inside and out with a single dip. Doubl dipping will not be permi in compliance Association) with practices. Powder coated poles are covered with a urethane polyester powder meeting the requirements of the project spectilraUans and cured in a convection oven at 400 degrees Fahrenheit 1Jquid painted poles are typically primed and finish painted to the requirements of the project aped$ cations. Both powder coated and painted poles are wrapped In a protective plastic belted foam prior to shipping to safeguard against freight damage. Embedded porticos of all pole shafts will be protected with a mastic coating which meets the performance requirements of TT V 51F Varnish: Asphalt. Welding All welding is performed by AWS (American Welding Society) certified welders and all welds comply with the most recut edition of the AWS Structural Welding Code. t(I W n H e T G 0 0 2MI WmYmfA="", LU 5-1 Square Non- (Anchor Base) (2) NEFM FLAT WASHERS LENGTH SHAFT LENGTH RERVMCED HAND HOLE DETAIL I Pa= AIMMMt CI DETAIL I 1 ANCHOR -11 T F wmrrH MAX. DOLT CMMR MAL BOLT . CM ME DfA_ � ME= �' T WALL THL +IN T DETAIL 2 •ASR%= A conwiete homy of dm "*W is aveflable elecamimay. Please contact fVbk v far haMerimWnsUm w N I t c o .► 18 -1 a iaoi wmemco�.q, ur Square Non - Tapered' (Anchor Base) 0 sour what. comp w, ,, ue 19-1 wH1 - rco Revised 8117/01 _ Npe:D DESIGNER FLOOD DF7 - 7" DIAMETER GENERAL DESCRIPTION: The Gardco DF7 is a flood luminaire with a choice of (4) precision faosled optical systems. Each is designed to provide a speak distribution and sharp cutoff of stray light The contemporary soft form diiecast housing is available in a variety of Militias creating compatibility with most arctdtecdxal and landscape elements. The high strength diecast aluminum knudde features an integral splice compartment eliminating the need for a supplementary junction boot and thereby permitting closer to grade mounting. O R D E R I N G PREFIX I DF7 MOUNTING DarrtMoswWw Cool. r dMw -k C staG W Condon MOLW i J-Bw Mawr W Will Ceft G-qW Mane W90 Arm Maud ST Sfandslon Moult SM Somas Maw Shwkftm DISTRIBUTION Hartaor" flood (WA w250w) VFL Rood HSP hbdaonml Spot NSP Alma spat WATTAGE VOLTAGE FINISH OPTIONS 70HPS 100HPS 150HPS 120 208 %9 277 70MH 347 100MH 150MH � MH (Uses ED-18 orTf5Mcgcd Base Lampa WA wffR Dh*ftAlon, or PCA POLY, F or ESS aphlorrs) I BRP BLP WP NP VP OC SC PCB BD CH POLY F ESS MOUNTING NOTES: FINISH: OPTIONS: " Qufljl C Stub -up Conduit Mount. For direct mounting to (2) 112" or 3(4' GRC or BRP Bronze Point PCB Sutton Type Phowca" . IMC condulta No }box required. Must use factory supplied mounting BLP Block Pate MVA x� the compeWs conthexhg produd improyernard pmorerm s insert when setting stub."" NP Natural Aluminum Paint BD' Sam Doors i J -Box Mount For mounting Into 1/2' hub. Also suitable for direct WP Whr1e Paint CH' Cutoff Hood surface mount to wets or ceilings when fad by EMT, SX, SJO, NM, etc. VP Verde Green Paint Bee tons po) AWcAo/tbods (Mg Ale (For solace mount over outlet boot, specify W or W90 mount). OC Optional Color Paint agpbdald+awrt wholthatm awa psih W WaUCeiMg Canopy Mount For mounting over (not b) a 4 recessed SpecdlyRALataatgrxsttanaa of aarrixYrea 9heraso ra mad outlet boot. When mounted on verbal surface, provides vertical aiming +roan in Color 9atac Lion from straight down tp 100• up from nods. When mounted on a vertical twtda art oc POLY Polycarbonale Shield (AVA w25pr) surface, long axis of luminaire must be horizontal ( + / -30'). Mounts SC Spedal Cater Patrd F Fig (N/A m directly to wall or ailing. The surface structure must be suitable to f awpNWbrd*) ESB F_xdanded Splice Boot support the luminaire. Only suitable for use on non - combustible MWpffiedawdwd W250W surfaces. Not avab ble br use as addlNab/ W90 Wall Arm Mount For mounting over (not to) a 4' recessed outlet box. spkk8 -krr -) Provides full axial 180' vertical and 358• rotational aiming range. DF7 Splice CompartmentWlra Capacity Mounts direct to wall. Surface structure must be suitable to support Mmftd the luminaire. When mounted in wet locations, luminaire must be Bftnded 29aw ihes 9pAoe bar msr marnted as sfnovwn in diagrams an opposite page. In damp or dry locations, arm assembly may be inverted. 112 AwG Condu*W 5 9 5 ST Standdon Mount 18' stanchion for ingound concrete burial mounting. #10 AWG Conductors' 3 7 3 SM Surface Mount Stanchion. For mounting to 18' stanchion pole assembly. , ADDITIONAL MOUNTING ACCESSORIES: DF7 Pole Loading Daft PTA Pole by 2 3/8' tenon adapter DR TAB Twin arm bracket for use vwitix ST or PTA Si Lumirreie on PTA Adapter 1.3 PT2 Pbie top 2 3W tenon adapter for twin bade to back luminaie mounting. Twin I.tarlhrairea on PT2 Adaplx 1.9 Twin Lraninaires an TAB Adapter 2.8 TYPE PREFIX MOUNTING DISTROUTiON WATTAGE VOLTAGE FINISH OPTIONS DEi 5e 2 5CHIJ 21 - 1 T S"Ct — 2881 Alvarado Street San Leandro, CA 94577 8001227-0758 Qi12T -0758 510/357900 in CaBbnxia ght ` . i ` . Gard- Llghang maervas are right b dWrW materiels or mod'dy the design of ft product wWwA rgafleatiam as part of F Fax 510/357 - 3088 the compeWs conthexhg produd improyernard pmorerm s siteltghtitg.corru i ® Copyd Gard- LighanB 2001. All Rights Reserved lmanxpaordl Copydght Secured. G Geroyte Thomas Group LLC L i G H T I N G 79115- 73/102wab DESIGNER FLOOD DF7 - 7" DIAMETER S P E C I F I C A T I O N S HOUSING: A single piece aluminum housing is cast in a soft barrel form. A cagy brightened, anodized and sealed. The narrow spot reflector is hydro- one piece extruded gasket mates with door frame. brmed faceted Alzak• aluminum. DOORILENS ASSEMBLY: A heat and impact resistant In" tempered glass ELECTRICAL: Each high power factor ballast is the separate component Ions and one piece silicone gasket are mechanically secured to door frame. magnetic type capable of providing reliaable lamp starting to -20"F. KNUCKLE: The diecast aluminum knuckle features an integral sproe can- LAMPHOLDER: The pulse rated socket is glazed porcelain with nicide plat- pertinent A single captive lk' stainless steel ailen-head bolt and stainless ed screw shell. All sockets are medium base except 250W metal halide steel nut securely lock the knuckle aiming teeth in 5• increments. An oppo- units- site cover plate is removable for access to spices. The knuckle assembly is fully gasketed. KNISH: Each luminaire receives a fade and abrasion resistant, elecrosta- ticaly applied, thermally cured textured, polyester powdercoat finish. OPTICAL SYSTEM: The wide flood, vertical flood and horizontal spot opti- cal systems are homogenous sheet and extruded aluminum, electrochemi- LABELS: AN falures bear UL a CSA/CUL (where applicable) wet location labels. DIMENSIONS AND MOUNTING DETAIL DF7-C 1eo• A �� x...359' -� 70 -175w units Ilia i TAB -Twin Arm Bradud' — PT2 - Twin Pole Top Adaptor' Pole wth 2 3r8•X 4' Tenon (SW4 HeVt) 1• Order mounting accessories separately iv —PTA - Pole Top Adaptor' — RSA4 pole wtih 2 3187( 4' Tenon (Spa* He &) 24• OF?-ST 2' -1 G SF18' Sterrchion' RSM Pole wb ::2 WX 4" Terwn •' (SwJy ) .• PTA - P* Top Adaptor' -o4'- Gardw Lighting reserves the right b charge materials or madly the design of Its produd without ratification as pen of the wmp@Ws c-11r ing product knprovemerd program. 0 copyright Gardw Ughting 2001. All Rights Reserved. Intarratioral copyright Secured. 2661 Alvarado Skeet San Leandro, CA 94577 80=27-0756 510/357.6900 in Caffarrda Fax 510/357 -3088 aitaligM .aom Genlyte Thomas Group LLC L I G H T I N G 79115.73NO2web nF?AM Fixture Housing. High strength, thermoformed bulk molding polyester compound, glass Also available in brass or stainless steel, see G CATALOG NUMBER LOGIC ffawwlK W2- PH21W- nD- W- UP- 10- 11- AHICPC t1t-lea L—P TAW PHM - PNW M" ntttdt W M PH3M - RMi10 tram 1 WO PW FIMM - FWIW Mtm ►twat pow) 0- ras 89- FNM MFY8PW"' I0' Spa S9 - PAM MWfLO". 30' R00d 00 - PAMM MlISP"". IT Spat 01 - FN0(L M fLWft 3 r FIwd - PY RM MWL(MM. 4tr Road W am MW W1 P WNW -Varde YM Lwr T"M — 10- Sprotd tn-gltlU -w@a y- 1,- 7K-0w4 15. e 11 - ttaltyOOrhb BtlAt Pray- 1-- ---eryh- Idraplgn� op"" AH- Acce I b tr pNM-- mnrnodmt UPbtra-ootrdNy -... CPC - Cara Par CoW (ry H" 0* &"KW - W*M m nrrhro-pwN Rtmtm 0~3tyb RM - Ramon WM Mmx td Haainp HP2AM - Remott Rscesttd k1 Gfadt Mlout4ry 00120 -MiWn 120 MM-1 - 277 E - ENPOwk 12QrdOB1210/277 1 �T4A 1 - 1 Yen I CPO - Coamers Pair Cotarjmwwwaw*Ahbrtmw bwnthsg -Pl Taking Architectural Lighting to: the Next Power- reinforced, flame retardant, UV stabilized, corrosion -free composite. (2) bottom -entry 3 /4" NPT female conduit entries with knockout plugs and (4) side flats at 90 for side conduit entry. Aiming: Optilock6 - stainless steel aiming bracket, rotates 360; adjustable aiming up to 18 from vertical. Socket: Ceramic body lamp holder rated for 4kv starting pulse. Medium base nickel- plated, copper alloy lamp grip screw shell and corrosion resistant coil spring under center contact. Wiring: Teflon coated 18 gauge, 600v 250 and is certified to UL1659 standard. Optical Hydro -Lock6 anti- siphon valve (ASV) quick disconnect. (3) waterproof connectors supplied for line connection. Lens: '/;' thick, borosilicate high beat, shock resistant tempered glass lens, suitable for walk -over and drive -over applications. Gasketing: Faceplate high temperature silicone 'O' ring. Hydro -Lock6 junction box cover with high temperature silicone 'O' ring and anti- siphon valve (ASV) wire pass through. Creates a hermetically sealed optical. Faceplate: 'h" thick, machined 6061T6 aluminum - (5) black oxided captive stainless steel mounting screws. Faceplate options include solid machined brass and machined stainless steel. Finish: All machined aluminum components are first cleaned and sealed in an eight stage pretreatment system, then finished with a Class 'A' TGIC polyester powder coating finish. All brass and stainless steel external components are finished in one of three handcrafted finishes. Listings: ARL and CSA listed. Also available in brass or stainless steel, see G CATALOG NUMBER LOGIC ffawwlK W2- PH21W- nD- W- UP- 10- 11- AHICPC t1t-lea L—P TAW PHM - PNW M" ntttdt W M PH3M - RMi10 tram 1 WO PW FIMM - FWIW Mtm ►twat pow) 0- ras 89- FNM MFY8PW"' I0' Spa S9 - PAM MWfLO". 30' R00d 00 - PAMM MlISP"". IT Spat 01 - FN0(L M fLWft 3 r FIwd - PY RM MWL(MM. 4tr Road W am MW W1 P WNW -Varde YM Lwr T"M — 10- Sprotd tn-gltlU -w@a y- 1,- 7K-0w4 15. e 11 - ttaltyOOrhb BtlAt Pray- 1-- ---eryh- Idraplgn� op"" AH- Acce I b tr pNM-- mnrnodmt UPbtra-ootrdNy -... CPC - Cara Par CoW (ry H" 0* &"KW - W*M m nrrhro-pwN Rtmtm 0~3tyb RM - Ramon WM Mmx td Haainp HP2AM - Remott Rscesttd k1 Gfadt Mlout4ry 00120 -MiWn 120 MM-1 - 277 E - ENPOwk 12QrdOB1210/277 1 �T4A 1 - 1 Yen I CPO - Coamers Pair Cotarjmwwwaw*Ahbrtmw bwnthsg -Pl Taking Architectural Lighting to: the Next Power-