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HomeMy WebLinkAboutALHUB-FIXTURETYPE MANUFACTURER L CATALOG NUMBER G18-3XL-4OOMH-277- TW: r%LRU6 GULLWING G13 AND G18 AREA LUMINAIRES GENERAL DESCRIPTION: The Gardco GulWng is an area luminaire defined by its sleek profie and rugged construction. Available in two sizes, the housing is one-piece, diemst aluminum and mounts directly to a pole or wag without the need of a separate support arm.The mutifacefed araimage duplicating optical systems provide IES Types 1, It,111, IV and V distributions. The door items is single -piece diecast aluminum and retains an optically dear tempered flat glass lens. The iuminake is completely sealed and gasketed preventing intrusion from moisture, dust and insects. The Guifwing luminaires are finished wkh a fade and abrasion resistant TGIC powdercoat. ORDERING PREFIX CONFIGURATION DISTRIBUTION WATTAGE G18 1 2XL 250HPS I *11 G13 �C 1 s*VbA9&.rbh' G18 2 Tw @ ISO- r 3 Td,Me @ 90' 3@12D 1 8va4 rbdm�tamp WA a0ara 4004 %t, Het¢aiWLanp 3XL Type M, NadanMrLm 4XL typeW L6dm Wtam mya @ 120' Q 4 Types V, Hwknbl Lamp DuodAuapbly MIS o*WAa 40Pw} W IWU.14 Rcreased � WS Wag/ N.4 eodem CX" VOLTAGE FINISH OPTIONS o ne 120 'BRP BOW 100MW 26OPSMH 208 BLP 70MH 15"" 320 240 WP coo M 5M 17H 35OPSOIH 1SOMH 25OMH 40OPSMH 277 NP 17SMH omw 750PSMH' 34T OC 75DMH' 480 Sc SOHPS' t000MH" 150HPS 70HP3 25ORPS IOOHPS 400HPS 1SCHPS 600HPS 7SOHPSr Alfl Mortal ttaCtle YMete Nettie RPS WS Kgn oeSbd P�.icMnrn i. r20an027N mrJ' . Regre'msEDl8dei28redwedpWeledM� 3. FumL4ed afar sa3>baalent ady a. Regu4as a737wdawe/a�ranp 5. t§sm�re nxgWtase MmpQ ragWretl F LF PC PCR POLY HIS OS RPA1 PTF2 PTF3 PTF4 SOPTF SG SOPA TSPA SPA FINISH: OPTIONS RP Bronze Paint F fixing pn head} RPA2 rand 5' Round Pole Adapter BLP Bled Paint (WAw 750wmid IM.) IG1d Dory: P qg br Q'-swtamdpwesj WP While Pant LF In Linelin-Pde Fusing PTF2 Pale Top FNer-2 SW Dia, Tenon NP Natural AWadnwrr, Paint PC PhobcotAd and Receptacle PTF3 Pole Top Fiber -33 72' Die. Tenon OC Optional Cobr Paint (NA ,460V 1604W �a re PTF4 Pole Top Filter -3124'Die. Tenon Spw3y HAL de&VnsArn as PCR trnoMairexatM3a) Pholomnlrol Receplade oNy SOPTF Square Pole Tap Filter drown MCdrSeteCMn Gaklz er OCitAL7024 POLY Polycalbonate Sag Lens SOPA Square Pole Sparer (we o y. Fro SC Special Color Paint !G} 13-100w oar: G15-25O — m nadmpat �roa f3par11x AdMsrgp/y cda-tldpj HS Shidd InderQuartz sq.. sgrmre rare Fvpoles tens manQs. apde OS Standby Slendby (G13- le�lare uasGte-etllwmn) (Gg TSPA Tapered Squire Tapered Square Pole Spacer SG G Sag Glare Lane (In Goudeal less} TMs oAp'vn fereQuied brpoks res tlrai3S (SppaedaMrx a w1M 75uwand I009V darn 10 275'q RPA1 . 3' Round Pble Adapter SPA Square Pole Adapter (G18 mty. RagWh &3'OD rand or (G13 only. P.quhadb-muera ANas) Mpe+admandrrokswrerelm OD krssc d 4-j 4;T Gahm Ugh" reserves the 69M b drarge materials a mod6y Our design d ns pro wThdrtnodficatlon as Para the mmparp's encoding prodaal Irmo rommd program.The Galhakg destgn Is pm@aed by U.S, paled number OES.3 (IEG.TheXi. optlmf systemkprotact�MU.Speknl aunlDer5tgo4T2. O CopyrgMGadm Ugntirg 2e01. All fiigira Pvsenrrf, rlem wjC pynphl$,,ar d. FINISH OPTIONS 2561 Alvarado Shell San Leandro, CA 54.W 800227-0758 510'357-6900 in California Fax 5101357-308B sildigh8ng.corn GeNytel" a Group LLC LIGHTING 791158Y202 GULLWING G13 AND G18 AREA LUMINAIRES S P E C I F I C A T I O N S GENERAL DESCRIPTION: The Gardoo Gullwing is an area lumi Aire 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 mutileoeted am4mage 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 dear tempered flat glass lens. The luminaire is completely sealed and gasketed preventing intrusion from moisture, dust and insects. The Gultwing luminaires are finished with a fade and abrasion resistant TGIC powdercoat HOUSING: A one-piece i iecast aluminum housing mounts directly to a pole or wall without the need for a support arm. The low profile rounded form reduces the effeclive projected area of the luminake to only .8 8 for the G13 and 12 IF for the G18. LENS ASSEMBLY: A si giepiece diecast aluminum lens frame hinges down from the housing and a secured by a stainless sled lanyard and hinge pin. An optically clear heat and impact resistant tempered flat glass W_rts is mechanically secured with six (013) or eight (GIB) retainers. The electrical and opftW chambers are thoraughy seated wfth a me -pew memory retentive hollow -core EPDM gasket to prevent intrusion by moisture, dust, and insects. DIMENSIONS 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 JUL), III (3XL), IV (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 lamphotaer is glazed porcelain with a nickel plated screw shell. Position -oriented sockets to accept super metal halide lamps are supplied standard. A8 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 dawn to -20(F). FINISH: Each standard color lummake receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyamuate (TGIC) textured polyester powdercoat finish. Standard colors include bronze (BRP), Wade (BLP), white (WP), and natural ntunhum (NP). Consul factory for specs on optional or custom colors. LABELS: All fixtures bear UL or CSAICUL (where applicable) wet location labels. EPA (ftj A B C D 1 2 3f4 G13 f12 " .8 1.6 2 2 6725 a143.1in t6 14.314 214. 281t2m 154 GIB 311/2" 18" 61/2' 111/2" 12 2.4 32 80.01mn 45.72an 16.66m 1 2921= 1 1 1 1 Ge,dm LJgh6rg reservese,edJtl,mge mat pro mmodgy the destg Ir I,F v&Ib US.ptbnas parcof the el.m.s m XL.Pg P % 4mS�mant Program. The GWIta, design is prderted M U.S. Palen member OE&.391.1'e59. TheXLaptlmtaysiem5protedeO by U.S. peletdrumbm599M71. ®Copyright Gaz LighMg 2WI. All Rights Reserved Iraermt� CopyrIght Semoed. 2661 Alvarado Street San teandr CA 94577 n0n=T-(Y756 510/357-6900 In California Fax 510/357-3088 sitergtrting.mm GeWyae �Gr a U0 LIGHTING 7911585r202 TYPE ALHUB-POLE MANUFACTURER WHITCO CATALOG NUMBER SNSP15-40-E2=AB=FP (DB)=DM19=HUB13 I p TM Key to Selecting Pole Standards Category Pole Height - wall Fiafah E1'SP- ]ti = 10' �'� Gv - Finish Steel Pole steel PRound ole 20 20, - E-01560, - Pointe 25 .25 ;- 8-0,1560" Painted HNSP- Hound Non- tapered 30 ' 30' ,H N-0.1743' 'GP- GdVand Steel Pole 35 _ 35' r?. v -01M" ' Paha 40 = 40' U H-0.2500" STSP - sgnera Tapered 45 = 45' 'Standard tzdots Steel Pole 60 : 60' _ 49M- Square Non -tapered 60 = 60, Matedal WH - White 70 - 70' a Yield -Dick Brmue Steel Pole • Strength M8 - Mad Broome g At - Alammum SrKP- Square Tapered Beat Diameter 1 -65kd - 8L - Black Fringed Pole -55 hole SP - special u➢rYhp 3 -96� SNHP- Square Ncn tapered 89 - - Hinged Pole 70 - 7A' 77 -7.7" Bane 7yla 84 - SA' - Anchor Base 90 -9A' EM -Embedded 10 - ino. LAB- Le-� Anchor etc.... Bolts+ standard optionalreataree. g Patterns Dania .t ' %Dmg-Iaw �- npsaeinAmtbrackar. DM2E-2 ®18r $ - Syokebracket DM29-2H90° FE-Fescno Bin DM32-3012V DD-INpha receptacle DMN-3@W C£-Gmuad Fauklo[enu� DM49-4@W 4B vocation reaper Sfeadad Tenoaa BC-Breelaway� TB - TrandarmerBase T�—TEN-20-RS F8—Fu➢Base Cover 7268-TEN-25-85 NNo-Nat cares T308-TZN-30-M �8-TEN�,R5 CA-LtassArm TWS-TEN-30S5 M - BalhomBradiet T36S-TEN35S5 LP - Lighmia0pfamaim T40S -TEN toss GL - GlsaucacaLighs Tas - TEN-46S5 •t Please order aDoessaies per catalog number as a separate line item. Also. please specify quantaies, monating heights and orientations as necessary. + Please specify existing situation or speclal circumstance. SIX FACTORS ESSENTIAL TO SELECTING THE OPTIMUM STANDABD I. P01e Height — The pole height will be determined by the lighting requirements as specified by the project designeL 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 speciScatioas or the wind velocity map on page 4-1. This wind velocity map is based upon a 50-year mean recurrence h3tervaL 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 m 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. 8. Pole Base - The pole base (Anchor Bolt or Embedded) is typically determined by the project specifications. oawlwpumearyra'y 3-1 (11 ww ram Revised 8001 n Wed Velocity Map Structural Design The pole standards shown in this catalog we 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 stnmcn ae. The dead load effects have been determined by using a final deflected position analysis to aowmrt for secondary moments caused by eccentric dead toads. These combined loading effects have been used to determine the maximum allowable loading aapacldes, 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 shafts 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 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,ASTMA595 Gmde-A, m 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 minimtrm lap distance of 1.5 those the female inside diameter. The longitudinally welled seem on the female section Is welled 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 scram relief mechanim 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 wea4 and a bead hole opposite the offset bar for access. (dinged Poles All hinged 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 acommercial 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 kicking device which prevents unauthorized lowering of the pole. The external barge assembly includes a stemless 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-peratmtion weld with a back -up -bar. The material used for these plates will conform to either ASTM A36 or ASTM A572. � oran wmzo amass. ire S-1 SpeciffcationS Anchor Bolts All standard anchor bolts meet the requirements of AMU F1554, Grade 55. The bolts have a minimum threaded length of at least 6 inches and are galvanized fora 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. A0 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 revtforced with flat bar which is integrally welded to the pole shaft Each pole will either have 3"x 5" or Vic 6.5" reinforced band 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. ]imbedded Poles Embedded poles WE be set directly into the ground by an embedment distance which is equal to 10% of the free pole height plus 2 fear with aminimum embedment depth of not Tess 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 phis 6' will be additionally protected with a mastic waling described hereafter order "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. Protective coatings All Pole shaft sections are either galvanized, powder coated, painted or any combination thereof. Galvanizing is done in accordance with the requirements ofAMU A123. Each shaft assembly is completely coated both inside and out with a single dip. Double dWmg will not be permittedin compliance with IISGA (Untied States Galvanizing Association) recommended practices, Powder coated Poles are covered with a urethane polyester I meeting the requirements of the protect spec and cured to a convection oven at 400 degree Fahrenheit. liquid palmed poles axe typicall and finish painted to the requirements of the specifications. Both powder coated and pair to shipping to safeguard against it Embedded porOmir of all pole shad with a mastic coating which meet requirements of TT-V-51F Varnish: Welding All welding is performed by AWS (Amerman Welding Society) certified welders and all welds comply with the most recent edition of the AWS Structural Welding Cade, Emm- ,. ..A R E A - - Square Non -Tapered (Anchor Base) (2) N= WASHMS DEtAM i I dRCOOII-BOLL MAX BOLT CBtCLED11- J a MON BOLT CB{CLEDDI. WALLTRL+ W VAS U%M A Complete➢brmy of drawings is avaQW& elecaonicaffy. Pfe contact tM1' d=for fartGerinimnation. COMEKSKam wrttron 1&1 ommwm�aewm.vr Square Non -Tapered (Anchor Base) Omm' ..' 19-1 WW H�� ��� Revised WIT109 TYPE BLHUB=FIXTURE UFACTURER CATALOG NUMBER G18-4XL=400MH=277- --N96. 3uttuO GULLWING G13 AND G18 AREA LUMINAIRES GENERAL DESCRIPTION: The Gardco Gutiwing is an area lumllaae defined by its sleek profile and rugged construction. Available in two sizes, 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 aro-image duplicating optical systems provide IES Types f, It, III, IV and V distributions. The door frame is single -piece diecast aluminum and retains an optically dear tempered flat glass lens. The lrminaire is completely sealed and gasketed preventing intrusion from more, dust and insects. The Gullwing luminaires are finished with a fade and abrasion resistant TGIC powdemoat. d R O E R I N G PREFIX CONFIGURAriON OI MOIL flON G18 1 2XL— 013 1 1 ShgleAaeraWy Type L ffxt=biLarry, (GrmOrardrpmy. GIs 2 WA WAabnxe 4Ltlw) nnr@18o' 2XL 2@90 Type u, tbdrm,wranp Twn@W 3XL 3 gt lfmtmrwranp Tdpr ass 4XL 3@120 15pell/, Hwk-O Le'p Tdple @ =7 Q 4 Type V, rbr;mnw teOp � Assae,by (G18oW1s WAa0ore Wj W waaaloraz RamsudJBvr WS wmaamt Srulpw CWU4 _niZ'rrt���i"7�m G13_ 618 120 -BRP 5OW 100B0P 250PSMH 208 BLP TOMH 16ONIW 32esw 240 WP t5 175"M3PSMH 100M26 40OPSMH NP t7H OMIMP 750PSW 347 OC 750MW 480 Be 50HPS' 1000114H. 150HPS 70HPS 250HPS 1a0HPS 400HPS 150HPS 600HPS 75OHPS. aef uefsf a PSMH f'vaasmdacw Hae3e HPS H9h Pmrwm Sadxm+ f. 1�aM27Trwiy 2. AegWms81T8a8T28 rodumd%ariafad lalrp 3. Furnlshad alpl sagYass rap ady 4. liegl/ms13737 Ancllts Wu4 cf 8. lbn§ee apgNDese leaps mqured I PCB I LF PC \ PCR \.POLY A HS OS RPAt SG SOPA TSPA SPA FINISH: OPTIONS: BRP Bmnze Paint F Fusing gp tread) RPA2 4-and 6' Round Pole Adapter BLP Black Paint (N/A WA 75Da era 1008w) (GIS OW RegiWad fg 4-� Wmuadpdae) WP While Paint rF IMI.Mln-Pofe Fusing PTF2 PolaTup Filter -23VMLIernon NP Natural Alurufinert Paint PC Pholoconfrol and Recep.Bde PTF3 Pole Top Filler-3.3 t?Die. Tenon oC Optional Cobr Paint PTF4 Pole Tap Fitter-3142-C Dfe.Tetwn speulyR desgnaum as N9Ue) SOPTF Square Pale Top Fffer slmwnkr Cdq-Sekce'w1 GuNs. PCR Ploboor" p4ceplxle Wry SOPA Square Pole Spacer(GreaW Pon arOGRAt7a24 POLY Pollcmllcnote Sag Lens Oa is raf.V02+fay@9a, 3Wa 44 .. SC Speckii Color Point (613-1Ww GW-2WWaucc.) 7rya allrrmwnbddreWy foa49crgreamr (sOsdSr MuascPph'miaW+v) HS Internet Houseslde Shield aq,arapak. for>�eressma,4s, apse CIS Quartz Standby spacers MTA%L (W-10owrrmicG18.60cwmad TSPA Tapered Squaw Pole Spacer SG Sag Glass Lens ga aevarL9b4 Thb OPtbl ismquiai{arpo AWVas 35- (SugNbdslaq M 7Ww aw YWOmr) down m276 sguae RAIN 3' Round RoleAdapter SPA Square Pale Adapter (G18 oWX RegWred br3.OD rcwMm (G1SOWy. RegaYadlarsymrppw(vs) bya9d ronaM pales afsre fcp OD k bss TYPE PREFIX Gaam LIghrog n sa es fire right W cmenge materiars ar mcO)rlhe des iln d lm produd wlgwul rwtnkatlon as Wet . 8m compallys mMlmting Produd+mpmfemard pn I;rMTha Gulw w design is pnat ed by a.S pa,a nOMer DES.391.M- The XL op0wl s7stenS protected by Its.➢amt numbs 5690M ®GWNI�t GeNm l)BM1arm 2081. All Rights Resarwd. tnlemadonai GopAlght Skmee. 2561 Alvarado street San LeaMro, CA 94577 9DQW-0768 �r . 6I0t3.57-69001n California Fez: 510l357-3086 silerghling.mm GeNldo TIv. Group etc LIGHTING 791ISM02 GULLWING G13 AND G18 AREA LUMINAIRES S P E C I P 1 C A T 1 O N S GENERAL DESCRIPTION: The Gamco Gullwmg is an area haninaire 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 mutifaceted arc -image duplicating optical systems provide IES Types 1, If, 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 Gullwing luminaires are finished with a fade and abrasion resistant TGIC powdemoaL HOUSING: A one-piece diecast aluminum housing mounts directly to a pole or wag without the need for a support arm -The fos profile rounded form reduces the effective projected area of the luminaae to only .8 it: for the G13 and 12 it' for the IS% LENS ASSEMBLY. A single -piece diecast aluminum hens 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 (G78) retainers. The electrical and optical chambers are thoroughly sealed with a one-piece memory retentive hdbw-core EPDM gasket to prevent intrusion by moisture, dusL and insecs. D I M E N S I O N S 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 (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 h6e. The lamphoider is glazed porcelain with a nickel plated screw shell. Position -oriented sockets to accept super metal halide lamps are supplied standard_ All G78 units feature tamp stabilizers except 150 HPS. ELECTRICAL: 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 component type capable of providing reliable lamp starting down to -20(F). KNISH: Each standard color huminaee receives a fade and abrasion resistant, electrostatically applied, thermally cured, trigiycidat isocyarmrate (TGIC) textured polyester powdercoat finish. Standard colors include bronze (BRP), black (SLP), white (WP), and natural alummum (NP). Consuff factory for specs on optional or custom cotes. LABELS: All fixtures bear UL or CSAICUL (where apprw de) wet location labels. EPA (tte) A S C D 1 2 314 G13 I22 112" 13 1,2 4 314" l/ .6 1.6 2.2 5725 cm 34.16 an 12.14. 218.54 cm G18 3110 18" 6112" 11112" 12 2.4 32 80A1= 45.72m 1 16.66m 1 2921mn 1 1 GaNeo LfgWft reamer hhe 49M W dWW materials m modify the desk or M Pre =WlhM rrotl Iiw as Partot M core YS c M,Ing product 4 proven progem. The Goihehig design k Prmeaed by U.& mien rc bar 0E3391.659. The XLoplbi systemk pdeaed by U.S.pate,d manber5B99C22. @Copyrlgia Gmdw L>9h9a9 awt. AA Rghts Reurvad. Wm,phionai Copyrght SeaaM. 2861 AI a do SV San Leandro, CA 94SU 8001227-0758 51 V'157-6900 M caubr7 a FWc St0J357-3088 sitelighthg.cem G rdyle*r m Gmu LLC LIGHTING 7911sam TYPE MANUFACTURER WHITCO CATALOG NUMBER SNSP1540-E2-AB-FP (DB)=DM19=HUB13 5 -CAI PE :��1-ttt,B Key to Selecting Pole Standards RTSP - 30-77-E2-AB-F MM-DM19 - XX category Pole Height s was[At Finish Standard OpLWn lFeatures`• TNdmr� DdD'mg Patferos �� _ Round Tapered 10 1D• Gv nced i3' Pole 2 a 20, -0.1196,- Rioashh DM19-109T U "➢psweptAtminachn DM28-2&SBIt' sPspoke bracket RNSP- Round NantaPosed H-Q1793'Panned Galvand -and DIl'D9-2690° FS-FetapaBor Seel Pole 3H -35' QO = 40' 'p-0.7816"Pemk =' DM32-3&120° DO-1}uplestecapade STSP- Square Tapered 45 = 45' andard fbiorg DEGtB-3®90° _ Ommrdpank tmermp[Seel Pole 60 50' .• ➢M49-4ggr vg-v0xadon Damper 60 = 60' MaterlatwhiteS143P- Sgimze Noa-spared = 0' ( Yfeld➢9[k8[�ze Stend®d Tenors - &�keW°y�oPk9s Seel Pole strength MelBrossTB - TranstazanBase S17w.P- Squats Tapered gaga Ulgmeter 7 -65 iv - BaAt ffi T20R-20-B5 F8 - FYOBaseCmel Hinged Pole gypgl • -Mist- gpedal T25B-TE}t.24R5 NC - NMCaves "f .1r 3 -46kn �-�-M-M CA-CrmeAim sNm+- Square NonsaPered -6.� _ T35R- TM; r1RH Hanged Pole 70 -7.0" ..:.. % "` TM-TEN-30S6 Be - BumanBmdec 77 -7.7^ 84 _8.4" Base Type ti__ -Anchor Base =8-TEg36S6 iP - LIDbt®gProtection 90 -9.0" EM -Embedded T4�-TEd40S6 OL - Offi cacti mlghts 10 -10.0" LAB -Less Anchor T�-TEN'4SS5 etc..- Bolts+ •� Please Ceder accessories per catalog number as a separate line item. Also, please specify WaaGIIes, tnotrtrting heights and orie➢tatio➢s as necessary. + Please specify eiastmg situation or special circumstance. SIX 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 win 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. S. 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. a mmweew cam,.nw. cr<o 3-1 (1W ft� Revised 842101 WhId 7elodty Map (11 Revised � W10i4-1 .___�.© Structural Design The pole standards shown in this catalog ace designed for the combined effects of both wind and deadload. The wind toed effects have been amiywrl with wind velocities ranging from 70 to 120 mph plus a 1.3 gust factor. Doe 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 pasBion analysis to account for secondary moments caused by ecisintric 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 fs formed into a tubular shape with one in mom longitudinal welds- no welded splices are permitted. This tubular shape hers a cross-section, which is either round in square and is either tapered or non4apered along its length. Standard taper rates include 0.11 inches per foot for equam poles end 0.14 inches per foot for mind poles. The material used for the pole abaft meets the requfremems of ASTMA500 Grade-C, ASTM A595 Grade -A, or ASTM A-572 GE. 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 dfamnte" The longitudinally welded seam on the female section is welded both inside and out to fame 100% weld penetration at the telescoped area Pole assemblies, which exceed 50 feet in height are BUD designed with an Internal cable guide and stram relief macranism, which is typically attached at the midheight of the pole assembly. This cable guide assembly consists of an offset bad steel pipe sleeve with internal PVC sheathing to reduce wean, and a band bole opposite the offset bar for access. Hinged poles AB binged Poles are equipped with a shroud and an external hinge assembly to facilitate lowering the top Of the pole £or mamtena purposes. The shroud is mRd e 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 um -tapered square pole and includes a iocihag device winch prevents unauthorized lowering of the pole. The external binge assembly includes a stemless steel pia. 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-penetatfon weld with a back -up -bar. The material used for these plates win conform to either ASTM A36 or ASTM A572. ,, O�OI Watmpf¢pmy,FLP �1 Spee fications 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 m supplied with two best nuts and two flat washers. All standard anchor bolts have a "hooked" end on the embedded portion to assist in the development of pullout -strength Faced Holes All hand Was 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 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 min++ i embedment depth of not less than 5'-0". The embedded pole will not eulize a stab base or base plates as an anchoring means, but will rest upon a bearing plate which is mtegrW welded to the bottom of the pole shaft The embedded portionof the pole plus 6" will be additusiaNyPmtected with a mastic coating described hereafter under "Protective Coatings". Two 3' x 5' hand holes located 24 ivebea below grade and created at 180 degrees apart will be provided for wire actress. Protective Coatings Al Pole shaft sections are either galvanized, powder Galvanizing is done in accordance with the requkements d ASTM A123. Each shaft assembly -is completely coated both inside and out with a single dip. Double dipping toll not be permitted in Association) recommrnda poles are covered with a c meeting the requirements and cared in a convection Fahrenheit liquid painre and rmish painted to the r specifications. Both porn are wrapped in a minecti pole shafts will be protected ch meets the perfommm:e 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. ® - ..A R E A Square Non -Tapered (Anchor Base) DETAIL 1 SHAn LENGTH C MAXE DDUL ! if OLT MIN. BOLT RERMID D CHICLE DIM RAND HOLE \ - _ i 10 RASE WIDTH t WALLTHL+iAr --� AcvmpleWI tatyof &awbg9 is ava8able elecuva=w.. Please W ttact W&CO fa Authe inf.CriaHom Square Non -Tapered (Anchor Base) oa�oiwnum common:.,.ce 13-1 w " i - m o Revised 8117101 PHOTOMETRIC DATA Values 1n Initial Horizontal Footcondles Values Based on 30.0' Mounting Heigh -Clear 400W Lamp METAL HALIDE HIGH PRESSURE SODIUM Type III XL Single Assembly 3 Type III XL Single Assembly O.270 0.100 0.064 0.040 0.025 0"01 a 0.010 0.p006 8.05 0:003 Distance in Units of Mounting Heights 40OW super MH Per 1000 Lamp Lumens Initial Footcondles 30.0' Mounting Height METAL HALIDE 2 1 0 0.150 0,100 0.064 0.040 2 0.025 0.016 0,010 0,006 0.00 0.004 0.D03 Distance in Units of Mounting Heights 40OW super MH Per 1000 Lamp Lumens Initial Footcondles 30.0' Mounting Height Con Fnefnr inn OIF.r Aln.,nSnn 4in:nVAe Muni-dle ContoorValue 8 . Factor 15.0' 30.0" + 75.0" - 4.000 5.0 OLO 250a - i.4 30.0' 30.0" + 30.0" - 1.000 35.0' 30.0' + 35.0' - 0,735 0.563 45.0' 30.0" + 45.0" 0.444 0.0' 30.0" + 50.0' - 0.360 or F r Otld M n in H i ht Current+Desired Mt . Ht.' = Factor For Maintained Illuminance MM1ipy Footcandle Comber Vabe By Light Loss Factor. Metal Halide t0.M) High Pressure Sodium (0.80) Note; Inumina@on === may Vary for lamp xatlages above and below 400. 0 280 0.100 O"064 W]W. 0.025 0.016 0.010 0,006 0.005 0.003 i1�►�1l111��1 911� Distance in Units of Mounting Heights 40OW HPS Per T000 Lamp Lumens Initial Footcondles 30.0' Mounting Height HIGH PRESSURE SODIUM ' ►l>% 11�1111 Distooce in Units of Mounting Heights 40OW HPS Per 1000 Lamp Lumens Initial Footcondles 30.0' Mounting Height Conversion Factors for Aradable Lamp Wattages Contour Value b : Factortal Halide Templates Onl5.0 X 1000 = 15.0W Lumens initial 15.03.0 X i000 = 23.GW Lumens Infial 23.09.0 X 10W 39.000 LIitil 2904.0 RFoot�&.anda X IOW = K000 Lumens Inlllal 64.0L8 X 1000 = 10T=Lwnens initiah Pressure Sodium .0 X 10W 16,000 Lumans initial 1&0 .0 X 1000 29.000 Lumens milal 29.0 .0 X IWO = 50.0W Lumens initial 50.0 6WW 92.0 X 1W0 92.0W Lumens initial 92.0 750W 110.0 X 1WO = 110.000 Lumens imliel 1 110.0 Of far S acific Lamp Rated Lumers: Rated Lumens Divided by 10W Factor 0 2 3 33