Loading...
HomeMy WebLinkAboutDesign Wind LoadHarbour Ridge11-05-18 ROBERT JAMES & ASSOCIATES, Inc. Sht 1 of 5 12255 West 187th Street Mokena, Illinois 60448 (708) 4794385 " File: FrasureReps002b.mcd RECEIVED NOV 13 2018 Site: Harbour Ridge 12600 Harbour Ridge Boulevard Palm City, Florida 34990 Permitting Department St. Lucie County, FL Project: 20'-0" tall round tapered 11 gauge steel light pole with four( 4) CourtsicbrXLfixtuiiia the QuaGo configuration on a caisson footing. Drawing No. 1811018 rev. A Design wind load is based on the 2017 Florida Building Code, 6th Edition (ASCE 7-10 ) using Exposure C and 170 mph wind speed. Design Wind Speed : ( mph.) V := 170.0 Based on Risk Category H Velocity Pressure Coefficient at a Height of Less Than 25', ExposureC : Kz := 0.94 Based on Table 29.3-1 Topographic Factor: Kzt := 1.00 Based on Table 26.8-1 Wind Directionality Factor : Kd := 0.85 Based on Table 26.6-1 Velocity Pressure: (PSF) qz := 0.00256•Kz•Kzt•Kd•V2 qz = 59.113 Based on 29.3-1 Overall Width of Both Fixtures and Arms : ( ft ) B := 7.78 ( This is D' for Figure 29.5-1) Height of Fixtures : ( ft ) s = 0.83 FILE COPY Height to Top of Fixtures : ( ft) h = 22.0 Q For Figure 29.4-1 For Figure 29.5-1 s = 0.038 B = 9.373 h = 2.828 h s B Force Coefficent for Fixtures : FxtrCf := 1.70 Based on Figure 29.4-1 Force Coefficent for Pole: PoleCf := 1.0 Based on Figure 29.5-1 Gust Effect Factor : G := 0.85 Based on 26.9.4 for Other- Structures Load Combination Factor: LCF 0.60 Based on 2.4.1, Case 7 Pole Design Pressure: (PSF) PoleF := qz• G•LCF• PoleCf PoleF = 30.148 Based on 29.4-1 Fixture/Arm Design Pressure: (PSF) FxtrF := gz•G•LCF•FxtrCf FxtrF = 51.251 Based on 29.5-1 Pole Height : (ft) PoleHt = 20.0 Pole Wall Thickness : ( in. PoleWThk .= 0.1196 (11 Gauge) Pole Taper : 5.7" at the top to 8.5" at the bottom. Top Diameter: ( in. ) Bottom Diameter : (in.) Total Fixture/Arm Windload Area: ( fL2 ) FxtArea := 12.6 Reference: Manual of Steel Construction, AISC 13th Edition. Pole: ASTM A-595 ( psi.) PipeFy := 55000 PipeFb := PipeFy 0.66 ( Compact Sections ) PipeFv := PipeFy0.40 TopDia = 5.7 BotDia :=��$ bed t? !y �•..� ��� �• f V O. ••t tlY l STA - OF PipeFb = 363t '�'' . "^40RI ' PipeFv = 22000 /�j�®���..„`� \\`� 11-05-18 ROBERT JAMES & ASSOCIATES, Inc. Sht. 2 of 5 Plate: ASTM A-36 ( psi.) P1tFy := 36000 P1tFb = P1tFy 0.66 P1tFb = 23760 Anchor Bolts : ASTMF-1554 Gr. 36 ( psi.) ABFu := 58000 ABFt := ABFu•0.33 ABFt = 19140 ABFy := 36000 ABFv := ABFy 0.40 ABFv = 14400 Reference: American Concrete Institute, Code 318.10 Concrete: 3,000 psi. compressive strength. Rebar : ASTM A-615 Grade 60 Fy = 60.0 ksi. Design Loads at Grade: Fixtures : Fxt := (FxtArea•FxtrF)•(PoleHt + 2.0) Fxt = 14206.821 ftlbs. Pole: Pole:=rTopDia+BotDia 1poleHt•PoleF.•(PoleHt) Pole =3567.483 ftlbs. L(2• 12 J l 2 ) Moment: (klbs.) MtGrd := Fxt + Pole MtGrd = 17774.304 Shear: ( lbs.) ShrGrd := (FxtArea•FxtrF) + PoleHt•PoleF ShrGrd = 1002.513 CTopDia + BotDia 2.12 Design of Pole Structure at Grade: Section Modulus of Pole at the Base: (in.3) PoIeSM = [BotDia4 — [BotDia — (2•PoleWThk)]4]•71 (32•BotDia) PoIeSM = 6.506 MtGrd• 12 Bending Stress : ( psi.) fb := fb = 32786.044 PoleSM Area of Pole: (in 2) PoleArea :_ [BotDia2 — [BotDia — (2•PoleWThk)]2].Ir poleArea = 3.149 4 Shear Stress : (psi.) fV := ShrGrd fv = 318.379 PoleArea Unity Check - Pole: UCPole := fb + fV UCPole = 0.918 < 1.00 PipeFb PipeFv Check ofAnchor Bolts at Grade: Four (4) 1" Diameter x 36" long anchor bolts with 4" of top thread and 3" bottom bend. Anchor Bolt Diameter: ( in. AncBltDia := 1.00 Stress Area: ( in.2) AncBltArea := AncBltDia2 AncBltArea = 0.785 ( Based on nominal diameter perAISC 4-3) 4 OK 11-05-18 ROBERT JAMES & ASSOCIATES, Inc. Sht. 3 of 5 Allowable Tension: (lbs.) AllwTen := 19140•AncBltArea AllwTen = 15033 Allowable Shear: ( lbs.) AI1wShr := 14400•AncBltArea AIIwShr = 11310 Bolt Circle : (in.) B1tCir := 12.0 Number ofAnchor Bolts in Tension: NoTen := 2 LeverArm : (in.) LvrArm := B1tCir2 LvrArm = 8.485 2 Tension Load perAnchor Bolt: ( Ibs.) TenAncBlt := MtGrd• 12 TenAncBlt = 12568.33 NoTen•LvrArm Number ofAnchor Bolts in Shear: NoShr := 4 Shear Load perAnchor Bolt: ( lbs.) ShrAncBlt := ShrGrd ShrAncBlt = 250.63 NoShr Unity Check: UCAncBlts := TenAncBlt + ShrAncBlt UCAncBlts = 0.858 < 1.00 Anchor Bolts AllwTen AllwShr Check ofAnchor Bolt Embedment: Concrete: 3,000 psi. compressive strength ConcFc := 3000 Allowable Bond Stress : ( Ibs./ in.2 U := (1) r 4.8 ConcFcU = 131.453 2).*( AncBltDia ) Developement Length: ( in.) Ld := TenAncBlt Ld = 30.434 U•7r•AncBltDia Embedment Length: (in.) AncBltEmb := 36 — 4 AncBltEmb = 32 ( 36" overall length minus 4" of thread projection. ) Unity Check: UCABEmb := Ld UCABEmb = 0.951 < 1.00 Anchor Bolt Embedment AncBltEmb Check of Base Plate at Grade: Base plate is 1" thick x 12" square Plate Thickness : (in.) P1tThk = 1.00 Plate Width: ( in. P1tWdth := 12.0 Transfer Distance: (in.) PLS := B1tCir — BotDia PLS = 1.75 2 Minimum Thickness Required: (in.) RegdThk := Ten (1tWPltW dth•P1tFb) NoTen•PLS•6 RegdThk = 0.962 Unity Check - Base Plate: UCBasePlt := RegdThk UCBasePlt = 0.962 < 1.00 P1tThk OK OK 11-05-18 ROBERT-JAMES & ASSOCIATES, Inc. Sht. 4 of 5 Design of Caisson Footing_ Overtuming Moment: (ftlbs.) Ma := MtGrd Shear: ( lbs. ) Va := ShrGrd Applied Lateral Force: ( lbs.) P := Va Allowable Lateral Soil Pressure: ( lbs./ft.2 per ft ) Diameter of Round Footing: (k ) Distance in Feet From Ground Surface h := Ma to Point ofApplication of "P" Va Depth of Footing Below Grade: (k ) Allowable Lateral Soil Bearing Pressure Pursuant S 1 = dl • (LP. 1.33) to the 2015 International Building Code Section 3 1807.3.2.1 and Table 1806.2 with 100% increase for allowable 1/2" deflection at grade. A := 2.34 P (S1.2)•bl d2 := 12 J Ll + (F1 + 4.36• AJ] Check Tensile Stress in Footing: Overturning MomentAbout Heel Point: ( ftlbs. ) Treat as a cantilever at botbm Compressive Strength of Concrete: ( psi. ) Yield Strength of Rebar : ( psi. ) 7r•(bl•12)3 Section Modulus of Footing : ( in.3) Sw:= 32 Allowable Concrete Stress : ( psi.) �Ft := 0.65 • (5 •�) Tensile Stress in Concrete: ( psi.) ft := r (mh' 12)1 L Sw J Ma = 17774.304 Va = 1002.513 P = 1002.513 LP := 150 b 1 := 2.0 h = 17.73 dl = 6.5 S 1 = 432.25 A = 1.357 d2=5.844 dl=6.5 Mh := Ma + (Va•dl) Design of Reinforcing Steel in Caisson: Moment for USD Design: Mu := 1.7• Mh d := [(bl• 12)•.80] — 3 To Plot for " ju " : coeff = Mu 12 coeff = 0.026 fc•bl• 12•d2 RequiredArea : (in.2) As Mu- 12 :_ ju•fyd•0.90 Mh = 24290.637 fc := 3000 fy:= 60000 Sw = 1357.168 4Ft = 178.01 ft = 214.776 > O)Ft = 178.01 REBAR REQUIRED FOR STRESS Mu = 41294.083 d = 16.2 ju := 0.76 As = 0.745 OK 11-05-18 ROBERT JAMES & ASSOCIATES, Inc. • Rebar Size: Number := 6 . (Number12 RebarAree: ( in.2) Area := I\ 8 J Area = 0.44 4 Number Required : (_As • 2 = 3.374 Use four ( 4 ) #6 Rebar x ti -0" LG. equally spaced on a 18" circle Area) with nine ( 9 ) #3 Rebar ties. The top three ( 3 ) ties in the first 5", three ( 3 ) on 8" centers and the remaining three ( 3 ) on 14" centers. Quantity of Concrete: (yds 3) CY = Trb12 dl CY = 0.756 4.27 Sht. 5 of 5 INSTALLATION AND ASSEMBLY INSTRUCTIONS ceus COURTSIDERO XL SERIES LISTED Listed for wet locations. WARNING: Risk of fire or electrical shock. Disconnect power before installing or servicing. WARNING: Verify the existing input voltage and choose matching voltage on Multi -tap ballast before wiring. POLE FOUNDATION The width and depth of the pole foundations for specific installations can best be furnished by consulting engineers familiar with local soil conditions. Note: The concrete foundation should be reinforced for the full depth below grade. Concrete . should:be poured in undisturbed soil; soil should not be fresh fill. 1, See chart below. Anchor bolts provided should be set into the foundation on an 11" bolt circle diameter. Bolts should be positioned so they are square with court edge. See Figure 1. 2. Bolts :should project above top of foundation. Two sets of nuts are provided for each bolt for pole leveling. Stand pole on an bolts and plumb using nuts and washers provided. See Figure 2. 3. For direct burial poles, pole shaft should be set to a depth of 4' into foundation. A 3" x 6" handhole and 3/4" coupling are provided for wiring purposes. See Figure 3. Anchor Configuration Bolt Size Single, D70, D180 (4" O.D.) 3/4" x 30" Quad (5" O.D.) V x 36" Anchor Bolt Base Plate Base Plate Projection Dimensions Thickness 3-1/4" 10-1/8" square 3/4" 4" 10-1/8" square 1" MOUNTING BRACKET TO POLE TC_ kvk- '1.. Slip bracket over tenon on pole top. Position bracket sre with court edge and tighten (8) set screws on bracket. See Figure 4. FILE COPY. WiOUNTING LUMINAIRE TO BRACKET 1. '' LulLiinaire is supplied with mounting studs projecting from the rear of housing_ (see Figure 5). Position luminaire near bracket. Feed supplied pigtail wiring from luminaire to bracket. Po' ition luminaire so studs slide through holes in bracket plate. Studs are able to "float" on luminaire for leveling. Secure luminaire to bracket with stainless nuts and washers provided. i 3. Releasing lens door fasteners, open door frame. Open ballast cover lid to gain access to ballast compartment. Note: Field mounting connections are to be made in such a manner as to exclude water from wireway. WIRING CONNECTIONS WARNING: Risk of electrical shock. High temperature inside luminaire. Make certain that supply wiring is not "hot" before wiring. Luminaire may be equipped with a multi -tap ballast. It may be necessary tochange ballast primary lead to match supply voltage. All unused ballast leads must be individually capped. NOTE: Supplied pigtail wiring is rated 150 Cl i4 if. Connect wiring according to local code and National Electrical Code. 2. Secure ballast lid. & Clean surface of reflector and inside/outside of door lens with soft cloth and non -ammonia, non -static cleaner. ` ocate loosely -shipped lamp. Check.to make sure lamp type and wattage are the same as shown on luminaire label. TdIbnsure best contact in socket, tighten, loosen, and re -tighten lamp. Wipe lamp with a soft, dry, clean cloth. 6:Close door frame and secure fasteners. Y: Loosen (8) set screws on bracket. Adjust orientation of of luminaire and arm to proper alignment with court. Retighten (8) set?screws. :. Fi'eld-drill through tenon and secure bracket with supplied through -bolt. See Figure 6. 9. Install base cover if supplied. maueMee"' I l LSI Courtsider Sports Lighting 10000 Alliance Road Cincinnati, Ohio 45242 (800) 794-3448 Fax (800) 373-9998 www.lsi'-industries.com } 75356 Rev. 7/02 P 1/2 ©2006 LSI Industries Inc. I 1 STEEL ROUND POLES Use ONLY with "Wind Speed Map for ASCE7-05 POLE 90 MPH 100 MPH 110 MPH 120 MPH 130 MPH 140 MPH 150 MPH Bolt Circle 4' 10GA 18' 23.4 18.2 14.5 11.5 9.3 7.5 6.1 L 4' 10GA 20' 19.7 15.1 11.9 9.3 7.3 5.7 4.5 L 4' 10GA 22' 16.8 12.7 9.7 7A 5.7 4.3 3.1 L 4"10GA24' 14.2 _ 10.6 7.9 5.9� 4.3 ~3.0 2.0 L 5" 11 GA 20' 23.7 d 18.2 14.1 11.0 8.6 6.7 _ 5.1 L 5'11GA22' 19.8 15.1 11.5 8.7 6.6 4.9 3.6 L 5' 11 GA 24' 16.9 12.6 9.2 6.8 4.9 3.4 2.1 L 5'11GA26' 14.1 10.1 7.3 5.0 3.2 1.9 0.8 L 5' 7GA 24' 33.8 26.2 20.6 16.3 13.0 10.3 8.2 M 5' 7GA 26' 29.4 22.5 17.4 13.6 10.6 8.2 6.3 M 5" 7GA 30' 23.1 16.7 12.5 9.3 6.8 4.8 3.2 M All LSI Industries' poles are guaranteed to meet the EPA requirements listed. LSI Industries is not responsible a pole order has a lower EPA rating than the indicated wind -loading zone where the pole will be located. CAUTION: This guarantee does not apply if the pole/bracicet/fixture combination is used to support any other stems such as flags, pennants, or signs, which would add stress to the po'e. LSI Industries cannot accept responsibility for harm or damage caused in these situations. Use ONLY with "Wind Spend Map for ASCE7-1 a POLE 110 MPH 115 MPH 120 NIPH 130 MPH 140 MPH 150 PAPH 160 MPH 170 MPH 189 MPH Bolt Circle 4' 10GA 18' 9.0 8.1 7.2 5.7 4.7 3.8 3.0 2A 1.9 L 4' 10GA 20' 7.7 6.8 6.1 4.8 3.8 3.0 2.3 17 1.3 L 4' 10GA 22' 6.2 5.4 4.7 3.6 2.7 2.0 1.4 0.9 0.5 L 4' 10GA 24' 5.0 4.5 �M9 3.9 2.8 2.0 .4 0.8 0.4 0.0 L 5' 11 GA 20' 11.3 ...... 8.9 7.0�~ 5.6 3.4 2.6 1.9 L 5'11GA22' 8.9 7.9 7.0 5.4 4.1.1 E4.5 2.3 1.6 1.0 L 5"11GA24' 7.6 6.6 5.8 4.3 3.1.2 1.4 0.8 0.3 L 5" 11 GA 26' 5.6 4.7 4.2 3.0 2.0 1.1 0.4 0.0 0.0 L 5' 7GA 24' 13.3 11.8 10.5 8.4 _ _6.75.2 6.7 5.3 �4.0 4.2 3.3 2.5 M 5'7GA26'� 11.0~ 9.8 8.6~� 1 3.0 �.2.2Y 1.3 M 5' 7GA 30' 8.5 7.3 6.3 4.7 3A 2.3 1.4 0.7 1 0.0 M All LSI Industries' poles are guaranteed to meet the EPA requirements listed. LSI Industries is not responsible if a pole order has a lower EPA rating than the indicated wind -loading zone where the pole will be located. CAUTION: This guarantee does not apply If the pole/brackettfixlure combination is used to support any other items such as flags, pennants, or signs, which would add stress to the pole. LSI Industries cannot accept responsibility for harm or damage caused in these situations. iIreject maine I 1 IxtOre Type i 12/6/17. © 2017 �a1 leg i# I LSI INOUSTf lES INO. INSTALLATION AND ASSEMBLY INSTRUCTIONS, con't. XL SERIES STUBBING AREA HANDHOLE 12' BASEPLATE FOR CONDUIT ABOVE BASEPLATE 11" BOLT NUT CIRCLE • fa' _- WASHER PROJECTION LEVELING NUT U III I I %iffil 11 HE ANCHOR "i BOLT '01 FOUNDATION bll 6" 12" FIGURE I FIGURE 2 �HANDHOLE 3/4" COUPLING FOR WIRING GRADE TF—=M ]B11 IM11 SET SCREW I E-J 48 j. AN'611E FOUND f0N FIGURE 3 FIGURE 4 NUT - LOCK WA';c�H�EERR WASHER FIGURE 5 FIGURE 6 )LT Installation Questions? Call LS1 Field Service Department at: asw 1-800-436-7800 Ext. 3300 Fax: 1-877-861-1368 FIGURE 7 r i4 LS1 Courtsider Sports Lighting 10000 Alliance Road Cincinnati, Ohio 45242 (800) 794-3448 Fax (800) 373-9998 www.isi-industries.com 1. I , 75356 Rev. 7102 P 2/2 @2006 LSI Industries Inc. r STEEL ROUND POLES rti6 iwisit3m^q ' RPN - Pt= 2-3/8"(60mm) O.D. x 4-3/4"(121mm) Tall Tenon RPB3, RPB5 — 4tJ= 4"(102mm) O.D. x 4-7/8"(124mm) Tali Tenon 2-Bolt Bolt -on PatteMounrn 2-Bolt Pariorn 0 i 10'-30' (5.5rn - 9.1 m) Hand -hole 12" (305mm1 Optional Standard SF— Baso Cover Single Flood — Pole Preparation Projection (4) . r Foundation By Other DRILLING LOCATIONS Side "c" Side "D" — I Side "A" (Hand -hole Side) Sides A 8 —Side "B„ C D Hand -hole Single X D180" X X D90" X x T90° X X X TN120"` X 090" X X X X Single FBO I X Double FBO I I X X 'Other two locations will be'120' to the left and right of We A. Plate: Consult factory for custom variations. Standard SF and DF pole preparations are located 3/4 of the height of the pole from the base, unless otherwise specified. SHIPPING WEIGHTS - Steel Round Poles 4"(102mm) Dia.10 Ga. is approximately 6.01bs./ft. 5"(127mm) Dia.11 Ga. is approximately 7.0lbsJft. 5"(127mm) Dia. 07 Ga. is approximately 10.0lbsJft. Anchor Bolts (3/4"x30")(19mmx762mm) 15l1bs.(7kg)/set Anchor Bolts (1"x 361(125mm x 914mm) 30lbs.(14kg)/set ARRA Funding Compliant 07pc otNalnR+00g d POLE SHAFT - Pole shaft is electro-welded ASTM-A500 Grade C steel tubing with a minimum yield strength of 46,000 psi. On Tenon Mount steel poles, tenon is high - strength pipe. Tenon N option is 2-3/8" O.D. x 4-3/4" tall. Tenon 4N option is 4" O.D. x 4-7/8" tall. Steel round poles are 4" and 5" in diameter. HAND -HOLE - Standard hand -hole location is 12" above pole base. Poles 18' and above have a 3" x 6" reinforced hand -hole. Shorter poles have 2" x 4" non -reinforced hand - hole. BASE - Pole base is ASTM-A36 hot -rolled steel plate with a minimum yield strength of 36,000 psi. Two-piece square base cover is optional. EASE COVERS- Optional two-piece decorative die-cast aluminum (GBC) base covers or square two-piece aluminum base covers are available. ANCHOR BOLTS - Poles are furnished with anchor bolts featuring zinc -plated double nuts and washers. Galvanized anchor bolts are optional. Anchor bolts conform to ASTM F 1554- 07a Grade 55 with a minimum yield strength of 55,000 psi. GROUND LUG - Ground lug is standard. DUPLEX RECEPTACLE - Weatherproof duplex receptacle is optional. GROUND FAULT CIRCUIT INTERRUPTER - Self -testing ground fault circuit interrupter is optional. FINISHES - Each pole is finished with DuraGrip°, L.SI's baked -on polyester -powder finishing process which electrostatically applies and fuses a polyester powder to the pole. Provides an extremely smooth and uniform finish to withstand extreme weather changes without cracking or peeling, and features a five-year limited warranty. Optional DuraGrip® Pius features the added protection of a 3.0 to 5.0 mil thickness of polyester - powder finish plus an inner coating, as well as a seven-year limited warranty. DETERMINING THE LUMINAIRE/POLE COMBINATION FOR YOUR APPLICATION: • Select lurninalre from lurninaire ordering information • Select bracket configuration if required « Determine EPA value from luminaire/bracket EPA chart « Select pole height • Select MPH to match wind speed in the application area (See windspeed maps). • Confirm pole EPA equal to or exceeding value from note above • Consult factory for special wind load requirements and banner brackets 12/6/17 © 2017 LSI INDUSTRIES INC. FEEL ROUND POLES POLE ORDERING INFORMATION TYPICAL ORDER EXAMPLE: 5RPB5 S07G 24 S PLP SF a P Pale Series Material Height 6 Mounting Configuration Pole Finish Options Boll -On Mount' - See pole selection guide for patterns and S11 G —11 Ga. Steel 10' S — Single/Parallel BRZ — Bronze GA— Galvanized Anchor Bolts fixture matches. S1 OG —10 Ga. Steel 4 12' D180° — Double BLK — Black SF — Single Flood 6 4RPB3 - 3' Reduced Drilling Pattern S07G — 07 Ga. Steel 14' 1)90°— Double PLP — Platinum Plus OF— Double Flood 6 5RPH3 - 3' Reduced Drilling Pattern 16' DN90°— Double WHT— White DGP — DuraGrip® Plus 4RP85 - 5' Traditional Drilling Pattern 18' T90°—Triple SVG - Satin Verde Green LAB— Less Anchor Bolts 5RPB5 - 5' Traditional Drilling Pattern 20' 22' 24' TN120°—Triple 090°— Quad GPT - Graphite MSV - Metallic Silver OSXX - Pole preparation for PMOS Occupancy Sensor? Tenon Mount •• See pole selection guide for tenon and fixture/bracket matches. 28' N —Tenon Mount 4RPN 30' 4N —Tenon Mount (Available _ .—_r_—r__._ Standard SF and OF pole preparations are located 5RPN with 5RPN only. For 4" Consult Pole Selection poles, use 4RPSF below)a 3/4 of the height of the pole from the base, unless otherwise specified. Greenlee ft - Use with: Greenlee °Greenlee ee Lifestyle CC, SC & CH mounting styles Chart on opposite page ° Enterprise, Intrepid & Lexington PT Single mounting stylesa 4RPSF Greenlee Universal Brackett (No Drilling) - Use with: o Lifestyle UCLS ^ Lifestyle UCLD180 4RPI 5RPl ACCESSORY ORDERING INFORMATION (Accessories are field installed) Description Order Number Description Order Number 4' SRBC Square Base Cover 158450CLR GFI —Ground Fault Circuit Interrupter for Reinforced Hand -hole (Poles 18' and above) 122567CLR 5' SRBC Square Base Cover 158451CLR MHD— Mounting Hole Weatherproof Decal 340120 A' K" r,RP. narnrativa Racn rnear ARUMQ1.1 R RR - Rannar Rrar4ate rnneidt Fartnnt fnr FDA rnimbfinne ER2—Weatherproof Duplex Receptacle (Poles below 18') 122557CLR PMOS120 -120V Occupancy Sensor FR9—IAlaatharnmm nnnlav Rarantarin fnr DAAOMAI'M - 9nR 9dnV rlrrv,nanr GFI —Ground Fault Circuit Interrupter (Poles below 18') 122558CLR PMOS480 - 480V Occupam FOOTNOTES: 1 - Standard flat black pole cap provided. Domed Greenlee pole cap will ship with SA4 and SA5 Enterprise, Intrepid and Lexington fixtures, SA Lifestyle fixtures, BK SPT BO, BK MPT BO and UCL brackets. 2 - For Enterprise, Intrepid and Lexington PT mounting configuration styles, see Tenon Mount (4N) and Greenlee Slipfit Pole Series (4RPSF). 3 - For Enterprise, Intrepid and Lexington D180 or other mounting configuration styles using BK SPT BO and BK MPT BO accessories, see chart on Bolt -on Mount 4RPB3 / 5RPB3 DRILLING PATTERN section on pole selection chart. 4.4' poles are available in S1OG only. 5' poles available in S11G and S07G only. Sensor 5 - Pole heights will have +/-1/2° tolerance. 6- See Flood Lighting Brackets section for choice of FBO brackets. 7 - Order PMOS separately. Change "XX" to indicate height and side of pole location for pole preparation. EX: OS18A indicates preparation is to be 18fL up from pole base on side A. Optimal distance from ground to sensor is 20ft. 8 - OSXX option required. Not for use with Metal Halide fixtures. BOLT CIRCLE 4" (102mm) Round 5' (127mm) Round 5" (127mm) Round 10.1/8" (257mm) sq. 10.1/8" (257mm) sq. 10.118" (257mm) sq. c •• — 115IL 3 t- 11" (279mm) K Bolt Circle 11" (279mm) Oia. Bolt Circle 11'(279mm) Ball Circle L L M Bolt Circle Slotted 11' (279mm) Slotted 11" (279mm) Slotted 11' (279mm) Anchor Bolt 3/4' x 30' 3/4' x 30' 1' x 36' Size (19mm x 762mm) (19mm x 762mm) (25mm x 914mm) Anchor Bolt 3-1/4' 3-1/4' 4' Projection (83mm) (83mm) (102mm) Base Plate Oppening 3-5/8' 4-3/4'. 4-5/8' for WirewayEntry (92mm) (121mm) (117mm) Base Plate 10-1/8'sq. x 3/4'thk. 10-1/8'sq. x 3/4'thk. 10-1/8'sq.x1'thk. Dimensions (257mm x 19mm) (257mm x 19mm) (257mm r. 25mm) Note: Base plate illustrations may change without notice. Do not use for setting anchor bolts. Consult factory for the base plate templates. — ----,- ------- -------------------- ___......--- ..._—._...------------....--- —___i—Fixture-----.._..._----.._..----__._12/6/17 Projet Type © 2017 Calalttt�-------------------------------------------------------------I LSI INDUSTRIES INC.