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CORRESPONDENCE · tt)~ O~~v," "'1'"0 N 0 DEPARTMENT OF DEVELOPMENT PLANNING AND ZONING DIVISION . Building . Planning & Zoning . Occupational Licenses · Community Redevelopment November 22, 2002 Mr David Ray, Service Manager Rothell Electnc, Inc 3428-C West 45th Street West Palm Beach, FL 33407 Re Bud's Chicken - New Outdoor Lights MMSP 02-067 Dear Mr Ray' In response to your request for the admmlstratlVe reView and approval of the modIficatIOn proposed to the above-referenced, approved site plan, please be mformed that the new hghts as shown on the revised plans date stamped 11113102 are "mmor", as defined wlthm the Land Development RegulatIOns, Chapter 4- Site Plan ReView ThIS project may contmue to be processed by the Bmldmg DIVISIon as a permit apphcatIOn subject to the followmg condItIOn. 1 It may be necessary to replace or relocate large canopy trees adjacent to hght fixtures to ehmmate future shadowmg on the parkmg surface (LDR, Chapter 23, Article II, SectIOn A.l b) 2. If the scope of the project demands removal of plant matenal then such plant matenal must be relocated to an area subject to approval of the City Forester Be adVised that the proposed changes may reqmre a modificatIOn to the bmldmg permit. Please contact me at (561) 742-6260 If you have addmonal questIOns. u&-~ -4da.v Lusla Galav, AICP Pnnclpal Planner Cc Karen Mam, Plan ReView Analyst Enc Lee Johnson, Planner S:IPlanning\SharedlWp'ProjeclSIBUD'S CHICKEN\MMSP 02-067\Approv.1 Lener doc City of Boynton Beach. 100 East Boynton Beach Blvd., P.O. Box 310 . Boynton Beach, Florida 33425-0310 Phone: (561) 742-6350 . www.ci.boynton-beach.fl.us hOTHELL ELECTRIC, INL. 3428-C West 45th Street West Palm Beach, Flonda 33407 VOIce (561) 689-5151 - Fax (561) 689-5299 State License EC0001589 Visit our Web-site @ www rothellelectric com r r fJ ''''-sFii'2~ m,] -, , 200~' t November 8, 2002 City of Boynton Beach 100 E. Boynton Beach Boulevard Boynton Beach, Fl. 33425 Re: Minor Modifications to Buds Chicken 509 Boynton Beach Boulevard We propose to add three new twenty- seven foot fiberglass poles buned seven foot deep with new four-hundred watt Metal Hahde fixtures on them. These poles are bemg mstalled on the east Side of parkmg lot to mcrease the hght levels that were lost when Eckerds was bmlt. Wind load calculatIOns and cut sheets are attached. Smcerely, Rothell Electnc OCW-d- <<Red David Ray Service Manager @~uw~~ ! 1'1 j NOV I 3 2002 ! L::/ ~ PLANNiNG Ai~O ~ J g ZONING OEPl ~ _ ~09' ~ I I f. tl1r,B (lI1\lU I Lllll( f [tle( '- r ~ I I I ~ , ~ ~ CJ t::LJ ~ , 0\ "- ~~ I4J ~ ~ . o . 0\ ~ Rlr.Hl-Of .\JAT A8AtlDouED 8Y h~ Clly Of 9l1ftOOU Br.ACH REIAltn[)lJTIlII't["S(H[NI "'-'lilt1 -~;.- O. b "~'7~-I3IU "" STOP SIGN AND BAR t1[NUI HAj;"1< rr n1 f' fJUt \/Il<l ------ " 6 HIGII {OI~(R( I[ Vf>lL "'- " ! ~ i I t '_Ill IJ '-1/. pnl U EXIST PM'T '- ;. .. <t '- '" ;:; '" I I I . (1\ I 0\ OJ I ,C\J \ W . Q) t.- O . ..... 0 2 COIle. o 00 ... >- <I lL t- '" >< I., i--. '" ,., M ~8, 2' ;... :(i -- STOP AND 5 LANDIN .520' WOOD DECK __~-~-"-~~~~'4AUC~~~' ~_~.,,- !49~[~' :.~_ __:."~/__ __~ ~ --I v ,,~__ DESIGN OF 20' FIBERGLASS LIGHTING POLE W.J WHATLEY, INC. CAT NO. E3027-07-58-N6-20 FOR. BUD'S CHICKEN BROW ARD CO., FLORIDA DESIGN CRITERIA. SOUTH FLORIDA BLDG. CODE AND ASCE 7, CHAPTER 6 WIND VELOCITY 140 MPH INCLUDING 3-SECOND GUST September 11,2002 Prepared By. n M Patrick r:ngmecring ,lnc 1124 ~lInscl Dr Coatesville, Pa. t 9320 ;(0 171 /17t~~ 9/11/()~ $,Ae I:.:I:S /, ,;l- Submitted By' Precision Outdoor Lightmg, lnc 3832 Shipping Ave. Miami, FL 33146 Whatley Cat. No, E3027 -07 -58-N6-20 Bud's Chicken, Broward County, FL General Data Fixture C G. Height (ft) Length Of Arm (II) Number Of Fixtures Area of Fixture (ft.2) = EPA Weight of Fixture (Ib) = DL Wind Speed (mph) Shape Factor of Pole = Cd Height Factor Kz arm & fixtures Arm EPA Imortance factor I 20 0.5 1 1.5 62.0 140 0.7 1.0 o 1.0 ASCE 7 CHAPTER 6 (3-SECOND GUST WIND VELOCITY) hID = 16 0.8 Pole Support Member Data Size 6.20" to 3.4" x 20' wi 7' Dlrec! burial Fiberglass Main Side LenglhlOiameter (in) 4.8 Ave dia. lnet Base Length (ft.) 20 Check Bending Moment WInd Loading Data Wind Pressure (psl)= P 000256(1 0"\1)2= 5018 Wind Loads Fixtures P'EPA.Kz 75261b pole P'Area Cd"Kz 22479 Ib arm p. EPA arm"Kz 000 Ib Tolal= 30005 Ib Check Moment @ Base due to Wind Load Fixtures Fnrtures 1505.26 ft-Ib pole 2247 86 ft-Ib arm 000 ft-Ib Sum of Moments @base 3153.16 ft.-Ib Dead Load Data Arm nr~ Fixtures 62 0 Ib Tolal Dead Load 62.01b Check Moment fIJ base due to Dead Lo8ds Flxtllrlltl 620 ft.lb Arm 00 ft.-Ib Sum of Moments @ Base 62.0 ft-Ib Design of Pole Reference: W"J. WhaUey wUltlmata Top Loads For Whatley Polesw Testing done per ANSI C136.2 procedure. Pole is restrained at groundline, and load applied one root below pole top. For Pole Series E30, Ultimate top load z: 450 Ibs M..ln""" 1111""... mom...' . ".elf.. n' ..,.ty . 410 00 x 2.28 11" Conclusion: W.J.Whatley Pole Series E3027-20 meets design criteria. 20'-0"' 62"'-34"' 20' -0"' 8,110 "-lb. > 3713.11 1(:) 9/11/02 FIXTURE EP A = 1 .5 SF wr = 62.0 LBS MATERIAL. Fihergla..s. CHECK EMBEDMENT DEPTH OF POLE REF AASHTO SECTION 13 FOR DESIGN OF DIRECT BURIAL POSTS P/S1 = b.D^21 (2370 + 264 .H) Where 0 = DEPTH b = DIAMETER OF POST S1 = SOIL PRESSURE P = MAXIMUM LATERAL LOAD H = DISTANCE FROM LOAD TO GROUND LINE 70FT o 54 FT 20 KSI 450 LBS 180FT SOLVE FOR P, MAXIMUM LATERAL LOAD FOR GIVEN DEPTH P = ((0 54D^2) I (237.0 + 2 64.H)) .S1 08493 KIPS P= 849 3 > 450 LBS CONCLUSION EMBEDMENT DEPTH OK :;l/?- - ,t J ~~ U, ~IU'pI P t at. Round'Da ,.-.. ....-.... ..........111"1 ..... .... "" .If1r ......._ ~~71'tlnnL ....1'11~....'\.. :-;~ B B a . m~- : fDr.......... IDll.IdDo _) "-...., ~. . ..P" -4-' a~ C..I .... ....~ ..lie r '. -6-.. .,un' 2' ...... a.cIr_ <. 1 II.I~ o 12"X1nl2"" . C11"'x1..K12"' 011'"J124'Yt2'" 0IIw.... .,., .....,.. .....,. ,4. ._.... Wll ~..... ..... 11.... GT tr Pole , \ . I \ \ \ \, .. \ \ \ I' . ' .......m.l.IJfll. aA'" Net......... JIIWII: I'ID 30' 0IInII", ~ 11. ~ 35" ~ 1~ "., foci It d."~3"OD(T9.~ ~-..on: · 2-311'" 00 (TEa-3) · ~OD(f~~ · ~ 00 (TEI.08C) .....~ '- CIIk aom.s (DTC-IOt .... ~~ I-trr.r~""""'1r 1DCNe.... (or ....a.1Ir ..... ........, --= rr6 owal ~ ar Wow ..... ..... CaIIr. .. .....,..... U'*'IId .... ....... ...... CDIDr", wfth eMIr. Mb.1lIIIII1lI ...... JIIIIIIII: .,...... .......~11 ,.. ',- I ~.... 8moGItt, ........, ~. ~ - .... ...I.......~ DINIet .'M~. ........... ...~ - ~ .,..,- ~~ ,........ 0iI0MffI ~., ........... ... .1gIh. -'....... ..etght. ...... .n ,...If\It6,,.. at ."., ...,..., 0II1hIIfl - ~WIf.." Itrong ........ '*-dlI ~Cl..IO ~.. · PnIMum ~.... ~ ...... I'IIIJaMIIMndIrd. · ea...nely dInbIe, WI' net ft3I or JUIt. 1\IDn-cl)Ita..... ~.... ~~. narH:lOnCIUdIve. · F~ ..... tIIIrnIrlIIIIu nMd for ..., IIId rJrUIdng. DLnbIiI. ~CDdnD INbIII ~ rI....,.. ""'aut...,. d*t>~I" - ~ weight "***-1HA*v. ,..,... ..., """Ii'" ~ cqa · UftInaIcNd ..,..,....... .... _A.ftMIhIp MiIU.Jdr'. ~ IF . . .. ~ m W..I. WHAn.EV.INC. .. E. Stlh Pl. OcMwt.oe CItr. 00 IDCIU ~..,.-s. F"M 13GlI) -'72'. "1. FREE <877) ...,..,. ...... '1 b,C.. _.m:......WUIJ.L_11l - - ~~~-------......-~ Round Tapcrcd For use with post top or side- mounted luminaires. Not recommended for mast arm applications, Pole specifications page 1 :26 Standard Tenon 8 Cat #I TE30 10 23/8" Lcnnll1 35" Optional Tenons B. ss ,J-:, i : \ , : : : ---- --; ~ : Cat. #I TE2.3 23.8 20" 35" TE3 D.Be' TA30.2' 30 2 3 8 2 3/4" 20" 35" 35" Added Cosl 10 Len lh Top Cap & Factory Drill m (Customer to o provide template g lor drilled hole locations.) Cat. #I OTC-30' Added Cost Specify polymer concrete splice boxes! Check size below' D12"x12"x12" D11'x18"x12" D13"x24 'x12" Other sizes also i1sted in Section 14 0Y-/.''''.. ,l. ~. ,~~.: '- / ....// ' '- ---/' ")nnn' , I ,..", tl 1/17 e, 2 Lighting Polc u SPECIFICATIONS 34 8' to 30' 11 to 35 14 per foot B 30' Pole Top Diameter' Nominal Mounting Height Overall Shaft Length Taper' Stolldnrd TOIIOI1 3" OD (TF3 0) Opllol1ol1011011 2 3/8" 00 (TE2 3) 2 3/8" 00 (TA30-2) Adaptor 3" 00 (TE3 O-BC) Ballast Compatible Top Cap Domed (DTC-30) Handhole' 2 1/2"x5" oval with cover 18" above grade (or optional 2 1/2" round) Wire Entry Hole 2"x5 oval located 24 below grade Pole Color' Six standard colors Unlimited cllstom colols submit color chip with order Standard Surface Finish Textured Optional Surface Finishes Woodgrain S11100111 Brushed Pcbllle~lrain Installation Method Direct embedded 11 35 Features & Benefits. Proprietary filament wound construction (Moment Diagram Engineering) maximizes strength, minimizes weight enables extra reinforcement at any location on shaft. Extremely strong and stiff Exceeds ANSI/NEMA C136.20 specifications Premium urethane enamel coating exceeds national standard Extremely durable will not rot or rust. Non-corrosive chemical-resistant, non-conductive r "ctory "ppl;od f!llil/IlOI olilllinilles neml III' 1.(J~.lIy 1IIlld 111111,1111111 1)111 II,II! dH~III1<'ill 'USlslillll cOilllllU lJllillJlus removal of graffiti without paint damage Light weight minimizes shipping handling and installation costs Unmatched 4 year materials and craftsmanship warranty N i 18 ~ ) I , ~ ~~~~@~ 6980 E. 54th PI Commerce City CO 80022 (303) 287-8053. FAX (303) 286-7216 TOll FREE (877) 959-7678 www whatley com email.sales@whatley com I }I;l\'. 111~ 1101 (f) "lall" 1 ? 1Ype 2 ORDERING LOGIC LIGHTING POLES E = Embedded Overall Color & Pole Top & 30 = SERIES Shaft Length (feet) Surface Finish Handhole r SAMPLELOGIC-' r----, r----, r----, IE 30 I 16 '-I 10 I-I 60 L___-' L --- -' L _ __ -' L_ -' E 30 27 07 56 SERIES E30 TOP 0.0. 34 DESCRIPTION Round Tapered LENGTHS t t 35 OSL 0' 30' AGSL SUilfACC;;iNisii Textured I Wood rain Smoolh I Brushed I Pebble rain Gr.y_ _01_1_0L_-j_OL_I_ 80 1_90_ BrRwn_ 04_1_05~06_ 81 _~1_ BfQrm~_ _Q7~Q6. _Q9--y_8g ~?_ ~I~~:!<_ _lQ ~1 12--1-83 I 9J_ ~t Gre~n _1;3 14__15--1_84 I 94_ ~\~i:~n -~: I ~6-t-~~-r-~~-t-~~- POLE TOP OPTIONS Top I Opllonal I SId. I oPllonal1 Cuslom I Open I Opllonal Cap Tenon-1 Tenon Tenon Tenon Top Tenon o;;;;;~di2-j/s,-;-oo 1"3-:00 ;1"3" DO ;--\ - ~-I- ~l' 2.3/S" 00- I . 2.' 10 2.3IS" ID I 2.3/4.' ID I . 2" 10 HANDHOLE -----1- _,_u____._____.__ OPTIONS DTC.30 I TE2.3 I TE3.0 !TE3.0.Bc! Specify I SpeCifY! TA30-2 No Handhole 50 5\ I 52 I 53 ! 62 I 70 I 74 2.\12" Round 54 55 I 5~~7 i-~i : 7_1-!~_ 2.\12" x 5" AVO I 58 59 60 I 61 I 64 I 72 I 76 Standard or Optional Design Features r . r-----------. I 5 IORI N1, 2, 3, 4, 5, 6 I L -' L___________-' N G - !?mkIJn~n STANDARD FEATURES - Tonon' 3" 0 0 x 3 5" long -llolHIl1olo ~ l/;>"x!l" nvol 1 n" nhovo 1110110 -Who onlry 2"x!, llvnl ~'.I lJolow UlIlllo OPTIONAL FEATURES (coosullfactory) -Nt optional handhole location (specify) .N2' optional wire entry location (speCify) .N3 optional wire entry size (specify) .N4 special areas of reinforcement for bracket applications (specily) .N5 special predrilled areas for bracket applications (specify) .N6 . any otheJ ~ec~JqUire;rnts (specify) r; _t.;rn 1Yle EJO SERIES RECOMMENDED TOTAL LOADING POLE DIMENSIONS I RECOMMENDED TOTAL LOADING I PARTIAl10VERAll i . I HAND WIRE I I I NOMINAL IIlli I 9WT fUE I EN1RY I '60 70 BO 90 100 \10 PARTIAL CATALOG SHAFT MTG BURIAL wr +1- BASEDIA. LOCATION LOCATION FIXTURE I M PH. M PH. M PH M PH. MPH. MPH CATALOG UUMBER LENGTH HEIGHT OEPTH 5o.(LBSI! I.IffiR FROM FROM BASE WEIGIIT E PA EPA EPA EPA. E.PA. EPA NUMBER (FT) 1FT) (FT) (IN I BASE (IN) (IN) I (LBS I (so. FTI (SO FT.) (So. FT) (So. FT.) (SO. FT.) SO. FT) E3011 11 6 3 I 21 4.5 I 54 12 100 120 6.3 6.3 4.9 3.9 3.2 E3011 E3012 12 9 3 . 23 46 54 12 100 120 63 6.3 4.9 3.9 3.2 E30\2 E3013 13 10 3 25 46 54 12 100 120 6.3 6.3 49 39 3.2 E3013 E3014 14 11 3 27 49 54 12 100 1211 II:! 11:1 411 :JII 31 E:J014 r: :Ull r. '!t ,;' :1 ;/11 1I11 M 12 I Ill) 11\1 II;> 11;1 411 :11) :1' r.:JHlfl 1.;111111 III 1:1 :1 :11 h !~ ., I~ 11111 1111 III III .1 I :111 :11 1::1lJ IfI UJIII1 \I I.' :t :1;/ r. :t 104 I.. IIHI 1111 III III " I :J I :J I C311\1 l;JIIIU III t-I .1 :1-1 :..J IIII .!.I lUll 1111 III III .. I 'J./ 'J.I l;:JlJIU EJ019 19 I~ 4 37 5~ 00 24 100 III 60 60 4.7 3.7 3.0 EJOl9 EJ020 20 16 4 40 56 66 24 100 87 64 47 37 30 24 E3020 EJ021 21 17 4 43 57 66 24 100 87 64 47 36 29 24 EJ021 EJ022 .,., III 4 .I!", 5 !I f'" 2.1 11111 II Ii 1i3 411 31\ 2!l 23 EJOn E3023 23 19 4 49 60 66 24 100 86 63 46 36 29 2.3 E3023 E3024 24 20 4 53 li2 r>fi 24 100 85 62 46 36 28 23 E3024 E3025 25 21 4 56 63 66 24 100 65 62 45 35 2.7 22 E3025 E3026 26 22 4 60 64 r>fi 24 100 84 61 45 35 27 21 E3026 E3027 27 23 4 64 66 66 24 100 64 60 44 3.4 2.6 2,0 E3027 E3028 28 24 4 68 67 66 24 100 83 60 44 33 25 t9 E3028 EJ029 29 25 4 71 69 24 100 62 59 42 3.2 2.4 1.9 E3029 E3030 30 25 5 75 69 J6 100 62 59 42 32 24 1.9 E3030 EJ031 31 26 5 79 70 J6 100 62 5.9 4.2 3.1 2.3 _ _ t ,8 _ E30Jl E3032 32 27 5 82 7 I 36 100 8 I 58 4 I 31 23 1 7 I E3032 E3033 33 28 5 66 73 J6 100 8 I 57 41 30 2.2 __17__ E3033 E3034 I 34 29 5 90 74 J6 100 60 55 39 29 21 16 E3034 1 E U',:.II,ldu. 1 3 (r) 2000 W.I Wh;Jtlf'V Inr Round Tapered For use with post top or side- mounted luminaires. Not recommended for mast arm applications. Pole specifications page 1.26 Standard Tenon 8 Cal.li TE30 10 Length 2 3/8" 3.5" Optional Tenons B a a ij : :1, , , Cal.li TE23 TEJ O-Be' TAJO-2' -nr 23/8 3. 23/8 In 2,0" 23/4" 2,0" Lenqth 3S 35" 3.5" Added Cost Top Cap & Factory Drill m (Customer to o provide template g for drilled hole localions.) Cat. II OTC-30. Added Cost Specify polymer .1 concrete splice boxes! Check size below' 012"x12"x12" 011 'x18"x12" 013"x24 'x12" Other sizes also listed in See/ion 14 (~ "nnn \_110.' I '''''''1tl" 'nr type 3 Lighting Pole D SPECIFICATIONS 34 fI to 30' 11 1035 14 per fool 8' 30' Pole Top Diameter' Nomlnnl Mounting Height Overall Shaft Length Taper' Stnndnrd Tonon T 01) (lT1 0) Opllollol "ollon 2 3/8" OD (TE2.3) 23/8" OD (TA30-2) Adaptor 3" OD (TE3.0-BC) Ballast Compatible Top Cap: Domed (DTC-30) Handhole' 2 1/2"x5" oval with cover 18" above grade (or optional 2 1/2" round) Wire Entry Hole 2"x5" oval located 24 below grade Pole Color' Six standard colors. Unlimited custom calms. submit color chip with olcler Standard Surface Finish Textured Optional Surface Finishes Woodgrain Smoolh Brushed Pebblegrain. Installation Method Direct embedded 11 35 Features & Benefits Proprietary filament- wound construction (Moment Diagram Engineering) maximizes strength, minimizes weight enables extra reinforcemenl at any location on shaft. Extremely strong and stiff Exceeds ANSIINEMA C 136.20 specifications Premium urethane enamel coating exceeds national standard Extremely durable will not rot or rust. Non-corrosive chemical-resistant, non-conductive Fnctory-appliorl ennmel eliminntes need fllr 1;IlUlly flold IIIIIIIIIIII!J IJlHillllo chemical-resislant coating enablus removal of graffiti without paint damage Light weight minimizes shipping handling and installation costs. Unmatched 4-year materials and craftsmanship warranty (.) 1 F I j 6980 E 54th PI Commerce City CO 80022 (303) 287-8053. FAX (303) 286.7216 TOLL FREE (877) 959-7678 www whatley.com email:sales@whatley.com ~ ~~~~@~ ~)I ;1\\ ill}! nol 10 ,~:-,k 1 ') /yp e. 3 ORDERING LOGIC LIGHTING POLES E = Embedded 30 = SERIES r SAMPLE lOGiC .., IE 30 I L___-1 E 30 SERIES E30 Overall Color & Shalt Length (feet) Sur1ace Finish r---.., r---.., 16 I-I 10 I-I L___-1 L___-1 L___-1 Pole Top & Handhole r---.., 60 2'/ or; 5'1 TOP 0.0. 34 DESCRIPTION Round Tapered LENGTHS 11 35 OSL A' 30' AGSL Standard or Opllonat Design Features r .., r-----------.., I S IORI N1, 2, 3, 4, 5, 6 I L -1 L -1 N6 - r; ~ STANDARD FEATURES . Tenon. 3" 0 0 x 3.5" long .'I/llllllmln ::' l/"")(fl" nvnl III" /lhnvtl\llIlII" .WIIO lllllry' 2")(!j oVll124 lIolow!.)rado Texlured I Wood rnln I Smooth I Brushed I Pebble rein ~;~~n_ =~~=I=~~=ll=6~=I=:~=j=;~= Bronze 07 I 08 09 82 92 (31~Gk= =1-6~11-~-12=r=8:j1-9~= !..! Gr~~n _13=::1=14 I 1~ I 64-1_94_ pltl3r~en _1Q_J_1?_L16_!_8~_!_95_ S ecial 19 I 20 I 21 I 86 I 96 POLE TOP OPTIONS OPTIONAL FEATURES (consulllactory) . N 1 optional Ilandhole location (specify) .N2 oplional wire entry location (specify) .N3 optional wire entry size (specify) .N4 special areas of reinforcement for bracket applicalions (specify) .N5 special predrilled areas for bracket applications (specify) .N6.. any ot~er)>pe,cial fequire~nts (specify) 7. _ E-0.D~L1 TYJefJT Top I Opt on.ell Sid. I OPllonnl1 Cuslom I Open I Opllonel Cap Tenon-1 Tenon Tenon Tenon Top Tenon o;;;;;~dT2j/B:;-OD IY'OD ~J:;-OD -;-~- --I -12.J/8'~ 00 I · 2" ID 2.J/8" 10! 2.JW ID I I . 2" 10 HANDHOLE .1 I I . "I-j OPTIONS OTC.30 TE2.3 TE3.0 :TE30.Bc! Specify Specify i TA3G-2 No Hondhole I 50 5!-L.~2 I 5~--1_62--L-!0 I 7~_ 2-1I2"Ro~ 54 5~6157 i 63 : 71 I 75 2-1/2" x 5" avail 58 59 I 60~61 I 64 I 72 i 76 \ \ PARTIAL ~OVERALL CATALOGj SHAFT NUMBER LENGTH (FT) E3011 I II E3012, 12 E3013 13 E3014 14 E3015 15 I:JeJlt1 111 IlJlll1 " "JIIIIJ I eJ EJ019 HI E3020 ;>0 E3021 21 E 3022 'J'} E3023 23 E3024 24 E3025 25 E3026 26 E3027 27 E3028 28 E3029 29 E3030 30 E30Jl 31 E3032 32 EJ033 33 E3034 J.l EJO SERIES RECOMMENDED TOTAL LOADING NOMINAL I MTG HEIGHT (FT) 8 9 10 11 12 1:1 1-1 1-1 I:' 16 17 IR 19 20 21 22 23 2.1 25 25 26 ';!7 28 29 POLE DIMENSIONS I . I HAND WIRE! FUE I SHAfT HQE II EN1RY I BURIAL wr fl. I BASE lJtA. LOCAlION LOCAIION DEPTH 50 (LBS) METER FROM IFROM BASE. (FT) (IN I BASE (IN) (IN) I 3 21 45 54 12 3 23 46 54 12 3 25 48 54 12 3 27 4 9 54 12 :I 211 5 () M 12 :1 :11 fI ~ ~... 16.' :. ;1;/ h:' r.~ .;/ ., :,1 l.:, 1111 0'\ 4 :If :,:, tiU O!., 4 40 5 6 fifi 24 4 43 5 7 66 24 0\ 0\5 5!1 (Ill ;>.1 4 49 60 66 24 4 5:1 6 2 61i ;>4 4 56 6 3 66 24 4 6() 6 4 66 24 4 64 6 6 66 24 4 fill 6 7 f>li 24 4 71 69 66 24 5 75 6 ') 76 J6 5 79 7 0 76 36 5 82 7 1 78 Jlj 5 66 7 3 78 36 5 !)() 7 4 78 Jlj RECOMMENDED TOTAL LOADING , I '60 70 BO 90 100 110 PARTIAL FIXTURE I M PH. M PH. M PH. M PH. M PH. MPH. CATALOG WEIGHT E PA EPA ErA. ErA. ErA. EPA. NUMBER (LOS) '(SO FT I (SO FT.) (SO FT.) (SO FT.) (SO. FT.) SO. FT.) 100 1'20 8.3 6.3 4.9 3.9 3.2 100 120 8.3 63 4.9 39 32 100 120 8.3 6.3 4.9 3.9 3.2 100 I;> () R:I Ii :I 4 fl :I fl :1.1 IllIl II eJ II;> 0;> 411 :Ill :I I 11111 11/1 /II /II oil 311 :1.1 11111 1111 III 111 oil 31 :II 11111 II /I /I I II I 4 I 3.1 :1.1 100 111 UO 0.0 4.7 3.7 30 100 87 64 47 37 30 24 100 fl 7 64 47 36 2.9 24 Illll II Ii 1i:1 4 (l :I (l 2 fI 2:1 100 86 83 46 36 2.9 2.3 100 85 62 46 36 28 23 100 85 62 45 35 2.7 2.2 100 8 4 6 1 4 5 35 27 2 1 100 8 4 60 4 4 3.4 2.6 2.0 lOll 8 :I 60 4 4 33 25 I 9 100 82 59 4.2 32 2,4 1.9 100 6'/ 59 42 32 24 19 100 62 5.9 4.2 3.1 2.3 _ 1.B_1 100 R 1 5 Roll 3 I 23 I 7 100 8 I 57 4 t 30 2.2 1 7 100 80 55 39 i 29 2 1 1 6 E3011 E3012 E3013 EJOl4 EJII15 EJlIllI C3017 I.:JlIIU E3019 E 3020 E3021 EJ022 E3023 E3024 E3025 E3026 E3027 E3028 E3029 E3030 EJOJl E3032 E30J3 E3034 E 1 3 (r) '}nnn W I \,!h.,t1n , PROJECT NAME Bud's Loicken LOCATION 509 E Boynton Beach Blvd. PCN I FILE NO MMSP 02-067 AGENT/CONTACT PERSON David Ray, Service lVlgr Rothell Electric Inc. LJ---, v-F/ D) {l" ~~'U PHONE 561-689-5151 FAX. 561-689-5299 ADDRESS 3428-C West 45th Street \Vest Palm Beach, FL 33407 SUBMITT AL / RESUBMITT AL 1 ST REVIEW COMl\,'1ENTS DUE PUBLIC NOTICE TRC MEETING PROJECTED RESUBMITTAL DATE ACTUAL RESUBlVlITTAL DATE 2l"D REVIE\V COlVlMENTS DUE LAND DEVELOPlVlENT SIGNS POSTED (SITE PLANS) PLANNING & DEVELOPMENT BOARD l\-IEETING COlVlMUNITY REDEVELOPlVlENT AGENCY BOARD CITY COMMISSION MEETING COMlVlENTS ~~fDK~ i-J ~lqi . iN- II TYPE OF APPLICATION OWNER. PHONE FAX. ADDRESS Date of submittal/Projected meetin2 dates. 11/13/02 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A S J>lanning'.SHARED\WP\PROJE TS'BUD'S CHICKE~\MMSP 02-067'2002 PROJE T TRACKING INFO.d c