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Home My WebLink AboutPacket 08-21-07 1 '0 o D D 10 D D o o o D o o D o D o D D ~ TLF ..... CONSULTING ENGINEERS ~3P:~LA I FIT N E S.S~ City of Carmel Docket No. 0707006 DP/ADLS Weston Park - Block A Michigan Rd. & 106th Street LA Fitness, Retail Center & Outlot --~-~-~- -~-- - -- -~---- - -- - - - :! r t: II I I I! t: I!; I II r II III TLF Project 2007-199 August 21, 2007 FINDINGS OF FACT FORM DEVELOPMENT PLAN CONSIDERATION Cannel Plan Commission Cannel, Indiana DOCKET Nd?7070006 DIr ADLS NAME OF PROJECT: Weston Park - Block A PETITIONER: LA Fitness International, LLC _ Based upon all the evidence presented by the Petitioner and upon the Department Report of the Department of Community Services, dated, we determine that the Development Plan complies with the Standards set forth in the Carmel/Clay Zoning Ordinance. _ We hereby approve the Development Plan as submitted with the following specific conditions as agreed to by the petitioner. Condition 1. Condition 2. _ We hereby disapprove ofthe Development Plan as submitted for the following reasons: 1. 2. 3. DATED THIS_DAY OF ,2007. Commission Member ~ ~ ~ ~ D Q D ~ Q ~ ~ A ill D ,., ~ :II "". #:.- t~ ~ ~ ~ 106lh STREET _"_"_"_"_" .._..__.._.._.._.._.._ ..-..-.. _.._.._.._.._.._~_.. -_.._.._.._.~~~.._.~ ~ ~~~~~.~~~.~~ - - - - OAunONII -.-"-'- -- -- \ I;;l. , co ~ THE lOCATIONS OF ALL EXISTING UNDERGROUND UTIUTIES SHO'M\I ON THE PlAN ARE BASED UPON ABC1iE GROUND EVIDENCE (INCLUDING, BUT NOT UMlTEDTO, MANHOlES, INLETS, VAlVES, AND MARKS MADE UPON THE GROUND BY OTHERS)AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF EXISTING UNDERGROUND UTlUTIES SHALL BE VERIFIED BY CONTRACTOR PROl TOAN'f ANDALl. CONSTRUCTION. SIMIlAR · ~~ @I;; I' .ll ~ . ...... -, . . e CO! lID-. ;; _ ~ M...---- "/ .......... ______ ___ 0 .......---.-- - ---- "..!., ~. (11"'"_ - -;,"' ... ~__,~~-=-~-'<',;-;;:--~-; l,"--~ - - "1""\ I : I ' 'r". I '9~- vI '-= "~ 'r' 7 ~ I' 1'1 NOTE 'I '\;'1:>\ 7,"", . <p I r I DECORATIVE SIGNS, IRRIGATION SYSTEMS, I \ !I '\. <f>' OUTLOT I I TREES, LANDSCAPING MOUNDS, FENCES, \ 1 ~_I:' I '": ~, <p 43760 8FT I LIGHT POLES OR OTHER SUCH AMENITIES \ \ ~ ." :/./~,'U>. 1.005 ACRE8 r1 I ARE NOT PERMITTED IN THE R1GHT-OF.wAY. .. V r MIN. FFE = 894.90 S'U'~ I { j II. I, i /' I;":" -: . · \ ~ \ : \ AA_~~__ \ ~I ~ I :~, '.. \ \ ~\~ \ - \ : . I ~ ~FACAOE"" !:~~_'1'31TYP~ ~ - - - - - _e_ - - ~\- ~ k\\~\ _ _ - - ;)...---\ ItfM!. ~f: II ~ -- 1:~~ ~ ~~ tttt0J.f,,! ~~'~\~\__/~'fS;-~~\\ ~ ~ III ~ I!lJI . 17 9. -1 aI \" =..:f....;.". ~0 ~ - \ : : I I ~ FUTURE RETAIL I. 1111 ~ " , S" aI 1 J \ ~~ \ \ Y :::,~~ \" ::;. - ii.5~SC:S~t: I!I ~ = \ 0 ~ \ ~?"/' /' /' \ \ I: I ; l. ~ om 1 S;" is aI i.OO .. S \.. ~ ~\\ ~ /' /' /' \ " ',:., I. '= I. ~ ~ ~~ I) ;~ \ \- ( ___M \ -." A \ \ ':v =--:- v~~ \ I : '\ ~ : \~ ~::I ~ 2 S" aI-1ne 'c!\~~~4 ~\ ~\~\ \ \\ ,: "9 " " - \ ,f \ '\ ~\ \ 1 ;a . .". . ..,' 9>>"G9 .71a1 \ 'I.b ~\ .~\ ) ~ ,\ \ ~ , ~~~ 4 ~ ~\t\ \ ;ill 1\\ r \ 4~"''''~ ::=--\ ,: ~ 9. ,\ ~ .-'~ ~_~ I:. I -i _ m :" \ ~'~~ \ \ ~...... ~ '!, ---~ " \""!: AIl J \. 2 \ ~ ~ ~ ...~ \ \ ::. : ~ .~, 9 ;' ~ \ -~~;;;...~/ \ \ 1 .." llf- LA FITNESS I' ~ 15<" aI 1 \ ?~~~ \ ,'.:. ~ L--,~ f--" FF = 894.00 SEEDETAJL.A.,......;.' ~ \ \ - ~f-' 45,025G8H THIS SHEET ~" ~ Is J\ ~".. I: \\ ~. ~ _: "1JI1 ~~: ... ... ,m>' '; m\ '. J1 ... '" \\ "\ I I ~ ~ ,. 9 iPi 9. . S 9. 81a1. _ _ NATIONAL CITY BANK fl' roI I I RZO tr:....L \ r : I \ ~' 1m 191-~. ~9 ~ . ~ I ~ II J41~ hl" ~,l-- ~TYP ~rnT~4 :1: \\ \ :: I · 7 ='\~ ..., "';"., ~ ,~ 'l:JN N =t '1 I) r : "", ,~" ........- "'i~ ,,..., ,,, · ,. :~. ~-------ou~-_------:.:}- , \ ~ ' - - - 7' /:::__...J..::"_==-=--- : ' ': I ...... ...... ...... ...... fl h./ /": ,.VAII" :;:r::;.J ; 1 : I ............ II LAIrI ~ I f I I IRIJ , I 1 I , I 1 IP I ,91', ,ai, I 1 , I I , I I '....u:vJ 'IRIJ ~1I.....,..../h.--f~./~~,' :t'1 .: _ 1 _ ? fiJ-.1- A!l /I!:I " : - - - / II jpiV,., .-. If . .. .1-':j.1.r LJ /~.---/ I , =1= =='//J v-rn 1 ! A- - ~'::"L;;;' - ..:.:.:=t_:.:.:,.":':':L-':':':'~~"~~":'::'_- , . ~ b b b ~ b' f;.D 2: , -- ~ -r ~"'~n'''-''n'T'''-'''-'''~'''-'''~' '-:'\:~" ",'0.""- ,"" ,\,- ~v 0-."",, , (...... -...... .....---\"... 'WI ,~~--, , 0: ,~!fi L, :......."" ____...;;:-.. ~ _ \ _________"-_________1., _______\. \ DETAIL "A" L.. ~ .........___.......g.. 'f' JJ- T \ , \. \ SCALE: 1"'20' UOO Illl2l511lt WITHIN INDIANA 1~ FOR CALLS OUTSIDE OF INDIANA ~ \~ \.... \\ \1' \1) \0 f ~ I I I [1.: \ \ \ \ \ - -mt ID clli . , ~ '-Ii- I \ 't':3JTYP~ P 10~, G 9. 100_ 5 ~ ~ ." ..!Xl \ I A I I -N- \ I SCALE: 1'" 40' ~ 40 10 120 I KEYNOTES m LIGHT DUTY H'je. PAVEMENT - see OETAlll/C6.1 m MEDIUM DUTY .A.C. PAVEMENT - see DETAIL 2IC6.1 rn MONOUTHICC RB&WALK-SEEDETAILS/C6.1 m CONCRETE CUJB - SEe DETAIL 7JC6.1 [!] CONCRETE CU )8 & GUTTER TYPE II - see DETAll3lC6.1 m III m rn rim lEI ffiI ffiI 13 1m 1m 1m 1m ffiI ~ ~ 13 CONCRETE SIDEWALK - SEE DETAIL 6IC6.1 HANDICAP RAM~ - see DETAIL 101C6.1 HANDICAP RAMP -SEE DETAIL l1JC8.1 \ CONCRETE STOOP - see STRUCTURAL PlANS I STOP SIGN -SEE DETAIL 13JC8.1 , DUMPSTER ENClOSURE - see ARCHITECTURAL ! PRECAST PARKING BUMPER ANCHORED WITH STEEL STAKES 4" WIDE \NHITE JINE (TYPICAL) 4" WIDE BLUE ure (TYPICAL) 4"V\IIDE IJIJI-IITE L1NES@Z-D"O.C.DIAGONAlLY 4" WIDE BLUE ures @2'..Q" e.c. DIAGONALLY 12" \/\/HITE STOP: BAR BIKE LANE PAINTED MARl<JNGS I LANDSCAPE AR~ ~ SEE SHEET L 1.1 BIKE RACKS PER CITY OF CARMEL REQUIREMENTS (23 SPACES REQUIRED) \ 10' WOE BITUMINOUS PA TH ~ SEE DETAIL 51C6.1 I HANDICAP RAMP ~SEE DETAIL 17/C6.1 REMOV~L NOTES o REMOVE TREE tND GRUB ROOTS @ REMOVE CURB ALONG WEST EDGE OF DRIVE I LEGEND! CJ ~ ~ ~ LIGHT DUTY HAIC. PAVEMENT MEDIUM DUTY HAC. PAVEMENT CONCRETE WALK / PAVEMENT , ~ HANDICAP PARKING SIGN - SEE DETAIL 141C6.1 ~ IIII HANDICAP PARKING SYMBOL. SEE DETAIL 151C6.1 PAlNTED CROSSWALK MARKINGS I GENERAL NOTES 1. 00 NOT STAKE BUILDING FROM THESE PlANS. USE ARCHITECTURAL AND STRUCTURAL PlANS. 2. SEE SURVEY FOR PROPERTY LINES AND OTHER EXISTING CONDITIONS. 3. SEE SURVEY Fok LEGEND OF EXISTING TOPO. II 4. RADII NOT DlME~SIONED ARE TO BE 5'. 5. DIMENSIONS ARe TO FACE OF CURB AND TO FACE OF FOUNDATION UNLESS NOTED OTHERWISE. I 6. SEE ARCHITECTl,JRAL AND STRUCTURAL DRAWINGS FOR STOOPS AT OOORS. I I PARKINq SUMMARY I 449 REGULAR S~ACES 8 HANDICAP SPACES 2 VAN ACCES~lBLE HANDICAP SPACES 459 TOTAL SPACfS I REQUIRED PARKING I FITNESS CENTER: RETAIL: I TOTAL REQURE'1' 1 SPA PER 200 SFT. lC 45,025 $FT. = 225 SPA. 1 SPA. PER 200 SFT. lC 17,550 SFT. = 88 SPA. 313 SPA I SITE COVERAGE LOT COVERAGE: I 73% ALLOWED: 90% ~ TLF ....... CO~SULTlNO I:NOINBERS 1Ir" __ ...... --- ......... . - ...... ~.. ,. ~ ~~ L A I FIT N E S S. O~~~\o~ ~~~'\~~ ~O~ ~ ("o~ ~~O ~O CIrIItIId ... I ! III I~ jl1li1i-jl en en w z I- - LL <C ...J ~ ~ o o ...J m I ~ D:: c( D.. Z o I- UJ W ~ ~ J w :!i lk: <C o TIIII SITE PLAN ..... ..... C2.1 ~ ~ ~ , . - ~T- ~ ~ 1 06th STREET _..~.. '-- ----! .-.. - 8 II' II / J!"'I\ UJ ~~ ::~~~\~~~ ~-1- ~1 ~, .... ,:::-~ I I I 1 ~ \l ."~._. ~ \1 '\ 1::1- . \\\ \ - 1 =-:: ~~IIIIIIIIII~~!~ --x"- I ~ml' Ie, J I11I1111 ~\ ~ ~ .d FU;~:~~E.'o"'L ~ --l · ~111111111 I€ ~l ~ I :B- ~ "-~ : ~~~ ""~t'-LJ"'I,Ul~~l~~ ~.~r(/ ~U f!J7.. II == ~ E IT ~ 3 /11 I1II I'~ ~~3 ~ ~;:. m~ 7t i1 ~ I1I1II111111 & s R= $ ~ ~ i 3 IIIIII II II I \ I \~ L ~ t--- ~ :u li ~ ~ ~III ~U" ~IA .~~ _ _ ~r= ~~ ~ ~ ITf' ~ '} ~ ~ ~ ~~::a ~~ ~.I ~,IIIIIIIII~II~~ ~~~ = ~ ~ * - :11 II I11111111 ~ -d'" ~I "I U~'" ~ ~ ~ JIIII"-:= ~llkj U ~I~~ ~ ~~ ~~: ~3111111~~ 3 Ilil;; ~\J ~ I ~<r ~.., ~ ~ f'J:JiI- ~ ~ ~bllllllllllllll J.l <>(: ....1 ~ I II ~11\l1 r~ TfTl'I!rIQl ~,'IIIIIIIIIIIIIIl'f:l\!t' I::~...;- - = It '-O-~~~- ~ 3 ]1""iil1i6 II~ ~3'11i IIIII ~~L~~~T ~// I ~ i( "" " IW-' It \. ~ . VI 41 ~ ~ ~ ~lli2 ~ ""F~~~\J-di ~~~~J"( ~I/ 1--- ~ - \: AA ~ "( -< ~~\, , ~ ~ 1L' _Ii 'Ll!.\1- \ , ~V~ ~~~\ ,----r--,', \ \ \ \ \ \ \ \ \ , w .. , .......... ~ \ \~ \~ -t- , ~ -~~J(.S €t)~ ~ ~ III "J \] ~ l~ ~I~J: I VI 1L....f"3 '"' K' W~ tllA. I 1 ! 11 ill, "'" ill '\ - Hi ~ ill I I E>dstl>lg T..... T._ I i \~~ \ \ LANDSCAPE PLAN SCALE: 1.... 60' .. . ~-- I I ~E~'~~~~?~~~F THE LANDSCAPE CONTRACTOR TO VERJ AU. PlANT QUANTIT1ES PRIOR TO "'DOING. I 2. ALl PlANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PEST i OISEASE. ,AND NORTHERN GRO'MIIIN SIMILAR CUMATlC CONDITIONS. 3. AlL PLANTS MUST BE CONTAlNER-GROWN OR BAlLED & BURLAPPED (~B) M INDICATED IN THE PLANT UST. 4. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED & MEET ALL RE~UIREMENTS SPECIFIED. 5. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALlOWED. IF PLANTS, SHOWN ARE UNAVAILABlE. THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID DATE IN 'NRmNG. 6. All PlANTS ARE SUBJECT TO THE APPROVAL OF THE lANDSCAPE ARcHITECT & THE O'MolER BEFORE, DURING, AND AFTER INSTAlLATION. I 1. AlL PLANTS & PlANTING AREAS TO RECEIVE '$' MINIMUM OF SHREDDEQ HARD\NOOD BARK MULCH (UNLESS OTHER\NISE NOTED). MULCH SHAll BE UNIFORM IN TEXTURE AND COLOR. NO PROCESSED ~EE TRIMMINGS WILL BE ALlOV'JEO. I 8. ALL PLANTING BEDS SHALL HAVE PRE.EMERGENT HERBICIDE APPLIED ~ PER MANUFACTURER'S RECOMMENDATION. 9. MULCH BEDS SHALL EXTEND A MINIMUM WIDTH OF 1WO TIMES THE PlANT CROWN. 10. ALL PLANTING BEDS SHAlL HAVE A TRENCH EDGE (SEE PLANTING DETAILS). .1, 1,. PRIOR TO CONSTRUCTION, THE LANDSCAPE CONTRACTOR SHALL BE Ra:SPONSIBLE FOR lOCATING All. UNDERGROUND UTIUT1ES & SHAlL AVOID DAMAGE TO All UTIUTlES DURING THE COURSE OF THE WORK THE lANDSCAPE CONTRACTOR IS RESPONSIBlE FOR REPAIRING NN & All DAMAGE TO THE UTlUTlES, STRUCTURES, SITE APPURTENANCES, ETC., WHICH OCCURS AS A RESULT OF THE lANDSCAPE CONSTRUCTION. \ 12 THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FUllY MAlNTAlNlfIIG All. PLANTING (INCLUDING, BUT NOT UMITED TO: WATERING, SPRAYING, MULCHING, FERTlUZING, ETC.) OF THE PLANTING AREA & LAWNS UNTIL THE WORK IS ACCEPTED IN TOT,6L BY THE lANDSCAPE ARCHITECT & THE OWNER I 13. THE LANDSCAPE CONTRACTOR SHALl COMPLETELY GUARANTEE All ~ MATERIAl FOR A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF FiNAl ACCEPTANCE. THE LANDSCAPE CONTRACTOR SHAll PROMPTLY MAKE All. REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD (AS PER DIRECTION THE OWNER).( 14. THE OWNER AGREES TO PERFORM All LANDSCAPE MAINTENANCE (INClUDING WATERING) THROUGHOUT THE ONE YEAR GUARANTEE PERIOD UNLESS OTHERVIIISE DETERMINED. ~ 15. :S~~~~E ARCHITECT Will APPROVE THE STAKED lOCATION 01 All PLANT MATERIAl AND PLANT BED CONDITIONS PRIOR TO , 16. AFTER BEING DUG AT THE NURSERY SOURCE, All TREES IN lEAF SHAU. BE ACCUMATED FOR lVVO (2) \/\lEEKS UNDER A MlST SYSTEM PRIOR TO INSTALlATION. I 17. ANY PLANT MATERiAl WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAl ACCEPTANCE OF THE WORK) SHAU. BE PROMPTLY REMOVED FROM THE S!TE AND REPLACED WITH THE SAME ~TERIAl OF THE SAME SPECIES, QUAUTY, SIZE, AND MEETING All PLANT UST SPECIFICATIONS. A TLF ...... t'O~SULlINO ENOII"IiBERS 1IIr.... ... ...... _ tIl-._ ~ ... --- ~~ L A I FIT N E S S. o~"'~o~ ~~~~~~ ~O~~c.O~ ~~O ~O ClIIIIIIlI ... I I III o <> ~ o I " ;1 !i i i J II}IJ'II :=c ~ U) 0 0 U) ..J W m ~ Z I J I- ~ w r::t:: :E - a:: LL c( c( a.. 0 <( z ..J 0 ~ en w 3: 1l1li LANDSCAPE PLAN .... .... L 1.1 I 18. STANDARDS SET FORTH IN 'AMERICAN STANDARDS FOR NURSERY STOCK' REPRESENTGUIDEUNE SPECIFICATIONS ONlY AND CONSTITUTE MINIMUM QUAliTY REQUIREMENTS FOR PlANT MATERlAL \ 19. All DISTURBED LAWN AREAS ARE TO BE ROTOTllLED, SEEDED AND STRAW MULCHED UNLESS OTHERWISE NOTED. IF THE SOil Will NOT ADEQUATELY SUPPORT GRASS, THEN SIX INCHES OF TOPSOil SHAll BE ADDED. 20. SEED MIX: 25% .PARADE" KENTUCKY BLUEGRASS, 75% .PENNFINE REGAl: TURF TYPE PERENNW. RYEGRASS 24. COORDINATE All. SODDING, SEEDING, AND EROSION CONTRONl BLANKET AREAS WITH THE EROSION CONTROL PLAN SHEET. 21. All PERMITS AND FEES REQUIRED FOR WORK ARE THE RESPONSIBlUJ OF THE lANDSCAPE CONTRACTOR. i 22. PEATMOSS SHALl BE DOMESTIC OR IMPORTED AND APPROVED BY THE ~ ARCHITECT. 23. TREE PLANTING Stw..l CONSIST OF 75% APPROVED TOPSOil AND 25% PEATMOSS. TOP LAYER OF BACKFill TO CONSIST OF 1aJ1M, _~_L '~~---'~'~-l.-'~-" , \ PLANT SCHEDULE 1- ..... 1- .... 11 III -.- ,. LT .-..- 12 PV ---......... f1 1F 1D:I. ~....... ,. TT lIIo_ .. lS -- '51 DO ......- "' .. r__ 12 IV ... ."... \/ooj. - 110 .IA _ '-" c..,..tJ 54 ... PoIIaIIa tutICllIa"UdttJi...... 'II '" --- 52 .. T_.mdI~ ,. CA ~. acutIlIara 'OwInbn' .. PO -..... ......., '50 IF --... I....... .... ... 1- S. sl'. 21'" uataz,/l' S.SI'.21'" S.SI'.21'" S.SI'.21'" 8.81'.21'" .... .... .... .... .... 1r-24" 1r-2'- '... '... '... -- - CaDodlI R8lI SMt a.ry _ -...... -.- -- -...... _r_ Horoi.-_ --- tItdK#i..... PotIlIIa -- __Yoo FIlIIIw....QwI AdlIlIlIFOIIIIb*ICrmI Prill MI RIel DlI)IIJ ___..._r_ ___..._r_ ___..._r_ ___..._r_ ___..._r_ ___..._r_ __..._r_ __..._r_ __..._r_ o..ltl:Inc:Iq. DarIl 0- FdbgI __..._r_ __..._r_ __..._r_ F.". F.". Pbtt 2t' o.c. .. .. pot. KEY NOTES GJ o [2] o o _1II118CDIIED PBlIlEFMDl.U _TRliERINll. TYP. (lEEIlEW.MUI _BB1 _1II1E8IIIlIIl. IEE_CCIlI1lIlI.PlNlRllIINIICET. CAUTION II 1RBlCH _(lEE IlEW.ClLl.ll THE LOCATIONS OF ALL EXISTING UNDERGROUND ununES SHOVlIN ON THE PLAN ARE BASED UPON ABCNE GROUND EVIDENCE (INCLUDING, BUT NOT UMrTED TO, MANHOL.ES, INLETS, VAlVES, AND MARKS MADE UPON THE GROUND BY OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTIlITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NOABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT lOCATIONS OF EXISTING UNDERGROUND UTIUTIES SHAU BE VERIFIED BY CONTRACTOR PRIOR TO AMY AHDAlL CONSTRUCTION. 1~ 8 1l1lOQlIiralO FOR CALlS OUTSIDE OF INDIANA 1~ WITHIN INDIANA '!'it-""'L';1~%~" = ~ ~ 106th STREET '\ ~. a \ ~. ~ '1l /'/~ . /'\ ~ /~ /.?\ I \ I \ f. [ ~ ) LANDSCAPE PLAN SCALE: 1"0 40' .. . .. ~--- \ ,.@ ._ _ J ) I ~i I L A I FIT N E SS~ : I i LA FITNESS ~eston Park-Block "A" i Carmel, IN j Landscape Plan l \ I I TLF I I I I I CONSULTING ENGINEERS .. North Elevation I .0' 8'. 16' I 32' East Elevation I 0' 8' 16' I 32' I LA Fitness Carmel, Indiana August 10, 2007 arc/J/t"ects forum 301 Pennsylvania Pkwy . SUite 155 . indianapolis. Indiana. 46280 (p)317.8428500 [I) 317.842.8877 - - --- -- South Elevation I 0' 8' 16' I 32' West Elevation I 0' 8' 16' I 32' ~ LAIFITNESS t LA Fitness Carmel, Indiana August 10, 2007 arC/l/tects forum 301 Pennsylvania Pl<wy . Suite 155 . Indianapolis. Indiana. 46280 (0) 317.842.850a Ifj 317.842.8377 l 60- MICtt 1NTtRNM.L Y ILLUlrlllMAltO LETTERS .DOSF N , ~ , I I ~ I I ... C<lRIOtt 27'-7," IlRCO< North Elevation I 0' 8' 16' I 32' IlRtO< so- HIGH INT[RNAU. Y l.LlMINATEO lETTERS 3JOSr 32'-'l" IIRtCK .;-' -~.-. "~-'.'.~:. . im..~.....r[?Oif~~~~m N , ~ N , ~ LIt4STONE eN' East Elevation I 0' 8' 16' I LA Fitness Carmel, Indiana August 10, 2007 I 32' arc nil ecl~. f l/ ,. U /11 301 Pennsylvania PIMy. Suite 155. Indianapolis. Indiana. 046280 IP)317.842,8500 (ij317,842.8877 """ N I ";\ South Elevation I 0' 8' 16' I 32' N I ";\ N I .;0; LIIIlESTONE CAP C\JlTLN:D STOftE "",..DO<lA West Elevation I 0' 8' 16' I 32' ~ LAIFITNESS I LA Fitness Carmel, Indiana August 10, 2007 I U r c rJ I 1 L~ C 1 s r u r U III 301 Pennsylvania Pkwy. Suite 155 . Indianapolis. Indiana. 046280 (pJ 317.842.8500 IQ 317.842.8877 Im_ T~ 30 S.F. ROOF RIDGE (HIGH POINT) APPX. 30'.3" AFF 358 S.F. <p PARAPET HEIGHT + 34'-2" AFF <pROOF LINE VARIES <p PARAPET HEIGHT + 34'-2" AFF $ ROOF LINE + 28'-2" AFF 70 S.F. North Elevation TOTAL NORTH ELEVATION AREA:: 7,379 SF TOTAL NON-GLAZING ELEVATION AREA = 5,932 SF TOTAL E.I.F.S. AREA FOR NORTH ELEVATION =1,498 SF LOCATION OF ADDRESS NUMBERS (17.5" TALL PER SIGN CHART C IN CHPT. 25.07) +/- 500' FROM R/W 14S.F. 70 S.F. 1024 S.F. 140 S.F. East Elevation TOTAL EAST ELEvATION AREA:: 8,305 SF TOTAL NON-GLAZING ELEVATION AREA'" 6,766 SF TOTAL LLF.S. AREA FOR EAST ELEVATION =1,692 SF OVERALL ELEivATIONS AREA 30,340 SF TOTAL NON-GLAZ,ING ELEVATIONS AREA = 27,162 SF TOTAL E.I.F.S. AREA FOR ELEVATIONS = 4,635 SF PERC ENT AGE OF E.I: F. S TO NON -WI N DOW FACADE AREA = 17% I 0' 8' 16' I 32' I LA Fitness Carmel, Indiana August 10, 2007 ~ LAIFITNESS a ,. c rl I t: 1.) C l s f D r u ITl 301 Pennsylvania PI<wy . Solie 155 . Indianapolis. Indiana. .016280 lPj317.842.8500 [~317.842.88n 70S.F. ROOF RIDGE (HIGH POINT) APPX. 30'.3" AFF 510 S.F. tP PARAPET HEIGHT + 34'.2" AFF cp ROOF UNE VARIES 70S.F. South Elevation TOTAl SOUTH ELEVATION AREA"" 6.872 SF TOTAL NON-GLAZING ELEVATION AREA = 6.680 Sf' TOTAL [.I.r.s. AREA FOR SOUTH ELEVATION"" 680 SF 580 S.F. PARAPET HEIGHT $ + 34'.2" AFF ROOF LINE tP + 28',2" AFF 70 S.F, West Elevation TOTAl wEST ELEVATION AREA"" 7.784" SF T01Al E.I.F.S. AREA FOR ~ST ELEVATION"" 765 SF OVERALL ELEVATIONS AREA 30,340 SF TOTAL NON-GLAZING ELEVATIONS AREA = 27,162 SF TOT ALE. I . F . ~. ARE A FOR E LEV A T ION S = 4, 6 3 5 _~!: PERCENTAGE OFE.1. F. S TO NON-WINDOW FACADE AREA = 17% I 0' 8' 16' I 32' ~ LAIFITNESS I LA Fitness Carmel, Indiana August 10, 2007 I a ,. c rl I l eel s fur U ITf 301 Pennsylvania Pkwy . SuIte 155 . IndianapoUs . Indlana . -46280 (P1317.842.8500 [f] 317.842.88n a=J CJ r:::::::J r:::::::J LJ PRE-FINISHED METAL COPING THRU-WALL FLASHING SINGLE-WYTHE BRICK WALL (REINFORCED) JOINT SEALANT AND BACKER ROD 4" CONCRETE SLAB ON 4" COMPACTED FILL 8"(NOM).CMU - GROUTED SOUD Wall Section Scale: 1/2" a 1'.0" LJ r:::::::J TOP. OF. BRICK ~ + 6 -8 A.F.F. ~ ~ 1/2" EXPANSION MATERIAL BTWN. FOUNDATION AND SIDEWALK OR DRIVE FI.NIS~ SLAB ~ + 0 -0 A.F.F. DATE: 06/19/07. ~ REVISIONS: ~1iI/fIII!lIIJ1' L A I FIT N E S S~ 1. 2. a=J CJ r:::::::J r:::::::J a=J CJ r:::::::J CJ 6" X 6" STEEL POST (PAINTED) FOR MOUNTING GATE 14'-2" DOUBLE SWING GATE (BASIS OF DESIGN - AMETCO-SHADOW 100 W/STEEL SCREENING) $ :O~. ~~" B:~~. Tt $ FINISH FLOOR + 0'-0" A.F.F. PADLOCKABLE SUDE BOLT 6" !Il PIPE BOLLARD (PAINTED) ~ C!7 ~16'-2"~ 1~7'-4~.~1 l It 14'-11" , I" N DUMPSTER 11011 ~ J 12._}1 " r If2'_) ~~~ \:E7 LA FITNESS Carmel, Indiana ~ , N I '"" architects forum r:::::::J r:::::::J ~ METAL COPING BRICK TO MATCH BUILDING I A1 301 PennsylYflnla Pkwy. Suite 155 . Indianapolis. Indfana . 46280 -. r ~""':I.\'l'l :l:" J,.-.:J :{I]:J::t:. .....] ~~ [Ii:.eot :,., 3 III ~ 1.1 I}...; i :11 :f-11 ~ [~~1:J:{ 11I.:{t1I i~'.: .....I{.] ~..~ :H~:. II ..\'/1<. I 391 5/8" 421/4I[L & [F 0 U ~ ~ ~ 64 3/4" 115 SO. FT. INTERNAllY ILLUMINATED CHANNEClmER " CROSS SECTION ;Zt:~~.~ , ~1&<.}:iALA;;." i_".:<'. A~": ~3 1/2" ] ) 1- o o IE I I.' ' I) lllI l!! .,l, EAST ELEVATION -'" 90 SO. FT. I 345 5/8"! I [b& lP~U~i~~~ 37 3/8" 59" I ; ,it ",,>> \~ H 3 1/8" t:l o , ,I , i I I I r NOIIDi ELEVATION ~"fi'"--'-- FABRICATE AND INSTALL 2 SETS OF INTERNALLY ILLUMINATED FACELlT CHANNEL LETTERS (1 AT 115 SQ. FT & 1 AT 90 SQ. FT.) FACES - 3/16" WHITE POLYCARBONATE RETURNS - 5" .063 ALUMINUM PAINTED BRUSHED ALUMINUM RETAINERS - W .063 ALUMINUM RETAINERS PAINTED BRUSHED ALUMINUM INTERIOR - INSIDE OF RETURNS TO RECEIVE LIGHT ENHANCEMENT PAINT. LETTERS TO BE CONSTRUCTED TO PREVENT LIGHT LEAKS AND MOISTURE PENETRATION NEON. 15MM 6500 WHITE. 3 OR 4 STROKES OF NEON PER LETTER DEPENDING ON LETTER WIDTH BACKS - .090 ALUMINUM INSTALLATION - TO BE FLUSHED MOUNTED TO FASCIA ~r --_.'IHJIIIIM~~~_l!ICISID1WJ~AY_"UIlED>>1t:3to..1M&_IIIIl!E~~'~)"7\'C;9(",P,.(....v,...y....".h',"pe'''HJ7Z+.''''''',,;,.;.; ,,-- S,(tMl www.slgncraftind.com 8920 CORPORATION DR. INDIANAPOLIS, IN 46256 Office 317.842.8664 Fax 317.842.3015 PREPARED FOR LA FITNESS CARMEL, INDIANA SKETCH NAME CHANNEL LETTERS SCALE 1/4" = 1'-0" DATE JULY 17, 2007 S. C. REPRESENTATIVE STEVE McVICKER INDEX NUMBER 0807 -0059 DESIGNER SLM REVISIONS 1- 7/19/07 5- 2- 8/8/07 6- 3- 8/8/07 7- 4- 8- COLOR SPECS (A) (~) (~) c]) (f) CD @) COLOR APPROVAL DRAWING APPROVAL PRODUCTION NO. D~~a @ Underwrilers . L laboratories Inc.. n1VA MlDWUf StGJt ASSGC. J IiUilU I < . . . In i 8 ~ ~ ~ i > ~ ll:;sl ~ ii' g.~ 0=1 B ~~ ~. ~ 8;; ~ ~ ~ Uh "'~3 Qi .glg ~b ~ ~~~; gli ~ ~ Iii! ~~L 5 a p nn ~ i ~ i ~ ~h / !.............. ........ ............. I~.~~..~ ...~...~.~! ...~.!.. .~~~ ..... I . . ~~nnn I . ; 11111111 ! f....... ..Q=== AI: a:: Q :: 1:1 1:1;: 1:1::::1 All; R A == Q::1:I= Q aaa AADA A r! ! >~hHn H~~ n~Hn E E !~~ii i liB hi! g . 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"-l' 7'\ \: 1\ ' . . . - ... - - - ......... . ~lA'?J . 0':=-::,~~0~._..~.._... ..._..~ ,::T:J fIN1~J:T~ lCV:'::m ~~,' , ~~m:I:I~~:li j ~1~1:1~~: i I ~~I:i~l:I:'~j~,:,;~,~:r,:,~:,:rJA(::: :j]:::.. ~ ~ -..---- -------- --------:::-------- v ~ -::----- ----...: ~ ~~ 'l ~ ) .:'l --- JI ~ S= I ~ \ / ~ ~ q q q q q ..- ... ..- ..- "" " ci-..... .... .... .... .... .... .... C) 0 q q"" q .... .... ,.,; .....---0 " ~ ci N ci N ci N ci N ci N ci ~ ci N ci N ci N ci N ci N ci ci ci N ci ~ N ci ci ci ci ci ci ci ci ~ o ;-- ci ci ci o q~o ci o o o ci o ci o ci o ci \ " 0 ,,\ Housing: One piece low copper (less than .6%) die-cast aluminum alloy with integral cooling ribs over the optical chamber and electrical compartment. Solid barrier wall separates optical and electrical compartments. Double-thick wall with gussets on the support-arm mounting end. Housing forms a half cylinder with 550 front face plane providing a recess to allow a flush single-latch detail. All hardware is stainless steel or electro-zinc plated steel. Lens Frame: One piece low copper (less than .6%) die-cast aluminum alloy lens frame with l' minimum depth around the gasket flange. Integral hinges with stainless steel pins provide no-tool mounting and removal from housing. Single die-cast aluminum cam-Iatch provides positive locking and sealing of the optical chamber by a one piece extruded and vulcanized silicone gasket. Clear 0/16' thick tempered glass lens retained by eight steel clips with full silicone gasketing around the perimeter. Reflector Module: Specular Alzak'" optical segments are rigidly mounted within a die-cast aluminum enclosure that attaches to the housing as a one-piece module. Reflector module is field rotatable in 900 increments. HPS and PMH sockets are porcelain 4KV pulse rated mogul base, MH sockets are porcelain mogul base, pin-oriented, with molded silicone lamp stabilizer. All reflector modules are factory prewired with quick-disconnect plug and include silicone seal at the penetration of the intemal barrier wall in the luminaire housing. Electrical Module: All electrical components are UL and CSA recognized, mounted on a single plate and factory prewired with quick-disconnect plugs. Electrical module attaches to housing with no-tool hinges and latches, accessible by opening the lens frame only. All ballasts are high power factor rated -200F. starting. Support Ann: One piece extruded aluminum with internal bolt guides and fully radiussed top and bottom. Luminaire-to-pole attachment is by internal draw bolts, and includes a pole reinforcing plate with wire strain relief. Arm is circular cut for specified round pole. Optional Wall Mounting: Fixture mounted to poured concrete walls only. A modified support arm is provided with side access to allow field splices within the arm. A wall embedment bracket is provided to accept draw bolts, and a trim plate covers the wall-embedded Junction Box. All wall mount components are finished to match the fixture. NOTE: Junction Box in wall must provide adequate fixture support. See NEC sections 370-13, 17 and 410-14, 16. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a chromate conversion coating; 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, platinum Silver, or White. Custom colors are available and subject to additional charges, minimum quantities and longer lead times. Consult representative. Certification: UL Listed to u.s. and Canadian safety standards for wet locations. Fixture manufacturer shall employ a quality program that is certified to meet the ISO 9001 :2000 standard. CAUTION: Fixtures must be grounded in accordance with local codes or the National Electrical Code. Failure to do so may result in serious personal injury. D D ~ KIM UGHTING u Type: Site Lighting Job: LA Fitness Energy Corridor Catalog number: u I I DB-P I u Mtg. Fixture I Electrical Module Options I See pages 3-4 Finish See page 2 Select pole from Kim Pole Catalog. If pole is provided by others indicate 0.0. for arm fitting. u Specifications u 150 to 400 watt Mogul Base Lamps Maximum Fixture weight (400HPS) = 451b u u u D 16' Arm l cross-section u u u '0 o u @ cE~ Hubbell Lighting, Inc. u Optional Vertical Slipfitter Mount See page 5 @2003 KIM LIGHTING INC. . P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080. TEL: 626/968-5666 . FAX: 626/369-2695 u AR The Archetype@ revision 3/17/03 · ar. df Approvals: Date: Page: 1 of 5 5600403076 D D u u U D D U U U U U U U U U U U ~ KIM LIGHTING AR The Archetype@ revision 3/17/03 · ar.pdf Type: Site Lighting Job: LA Fitness Energy Corridor Page: 2 of 5 - Stan .- .- ,.. .... lies Type Type Type SA SB SC Mounting Plan Vie", '- V + Wall Mount 3Y configuration is available -- --- -r -1 for round poles only. EPA: 1.2 2.4 2.0 3.2 3.2 3.9 n/a Cat. No.: 01A 02B 02L 03T 03Y 04C 01W Fixture , tJ Cat. No. designates fixture ~ G @ [8J and light distribution. Flat Lens " See the Kim Site/Roadway Light ~istribution: Type II Type III Type IV Type V Optical Systems Catalog for detailed information on Forward Throw Square reflector design and Full Cutoff Full Cutoff Full Cutoff Full Cutoff application. Cat. No.: OAR2 OAR3 OAR4 OAR5 Electrical Module Cat. Nos. for Electrical Modules available: HPS = High Pressure o 150HPS120 o 250HPS120 o 400HPS120 o 175MH120 Sodium o 150HPS208 o 250HPS208 o 400HPS208 o 175MH208 MH = Metal Halide o 150HPS240 o 250HPS240 o 400HPS240 o 175MH240 PMH = Pulse Start o 150HPS277 o 250HPS277 o 400HPS277 o 175MH277 Metal Halide o 150HPS347 o 250HPS347 o 400HPS347 o 175MH347 o 150HPS480 o 250HPS480 o 400HPS480 o 175MH480 ~ Lamp E-23 %, Clear E-18, Clear E-18, Clear BT-28 or EO-28, Clear Socket Mogul Base Mogul Base Mogul Base Mogul Base Pin-Oriented ANSI Ballast S-55 $-50 ". ',,'., S-51 M-57 Lamp Lamp Line Type Watts Type Volts o 250MH120 o 400MH120 o 250PMH120 0400PMH120 400 HPS 277 o 250MH208 o 400MH208 o 250PMH208 o 400PMH208 o 250MH240 o 400MH240 o 250PMH240 o 400PMH240 o 250MH277 o 400MH277 o 250PMH277 o 400PMH277 o 250MH347 o 400MH347 o 250PMH347 0400PMH347 o 250MH480 o 400MH480 o 250PMH480 o 400PMH480 Lamp BT-28 or EO-28, Clear EO-28, Clear EO-28, Clear EO-28, Clear Socket Mogul Base Mogul Base Mogul Base Mogul Base Pin-Oriented Pin-Oriented ANSI Ballast M-58 M-59 M-138 M-135 Type Finish Color: Black Dark Bronze Light Gray Platinum Silver White Custom Color1 Super TGfC powder coat Cat. No.: 0 BL-P 1lI DB-P o LG-P o ps-p OWH-P o CC-P paint over a chromate 1Custom colors subject to additional charges, minimum quantities and extended lead times. conversion coating. Consult representative. Custom color description: @ 2003 KIM LIGHTING INC. . P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-Q080 . TEL: 626/968-5666 . FAX: 626/369-2695 5600403076 D D D Page 1 of3 u LA Fitness Standard, Site Lighting Poles, Typical, each site design will have specific requirements. RSP Round Non-Tapered Steel Poles u u u u u u o D u RSP u Pole Shaft The pole shaft Is one piece construction, being fabricated from a weldable grade carbon steel structural tubing which has a uniform wall thickness of 11 gauge (0.1196") steel. The pole shaft material shall conform to ASTM A-500 Grade C with a minimum yield strength of 50,000 psi. The pole shaft has a full length longitudinal resistance weld and Is uniformly cylindrical In cross-section with round sides and excellent torsional properties. Base Plate The anchor base Is fabricated from a structural quality hot rolled carbon steel plate that meets or exceeds a minimum yield strength of 36,000 psi. The anchor base telescopes the pole shaft and Is clrcumferentlally welded top and bottom. All welds are performed In accordance with the American Welding Society specification AWS D1.1, latest edition. Bolt Circle: 11.0" Sq. Dim. : 12.0" Thickness: 1.00" Conduit Opening: 4.00" Consult KW representative for non-standard dimensions. Anchor Bolts Anchor bolts are fabricated from commercial quality hot rolled carbon steel bar that meets or exceeds a minimum yield strength of 55,000 psi. Four properly sized anchor bolts, each with two regular hex nuts and washers, are furnished and shipped with all poles unless otherwise specified. Anchor bolts shall have the threaded end galvanized a minimum of 8 Inches In accordance with ASTM A-153. Fully galvanized anchor bolts are available upon request. Handhole An oval reinforced gasketed hand hole, having a nominal 3 " x 5 " Inside opening, located l' - 6" above base, is standard on all poles. A grounding provision Is located Inside the hand hole ring. Finish Standard - The exterior surface is cleaned with an alkaline rinse to remove surface contaminants and shot blasted to specifications as published by the Steel Structures Painting Council Standards SSPC-SP10 (near white). The exterior surface is chemically pretreated with an Iron phosphate conversion coating then rinsed with ambient fresh water containing special surfactants and sealers forming a dry tight micro- crystalline coating. A polyester thermosetting powder coating applied to the surface of the substrate to a minimum of 3 mils is standard on all color finishes. The internal surface including the powder coated area at the base-end Is coated with If~" a thermoplastic hydrocarbon resin system speclaily formulated for application over untreated steel surfaces, to a thickness of 3 mils. The Internal coating shall contain special corrosion inhibitors and Is capable of passing 1000 hours of salt spray exposure (ASTM 6-117). r LA FITNESS SITE - HOUSTON, TX u Series: RSP - Rounrl Non- Tapered Steel Poles Nominal Height: 20 I Base Diameter: 5.0" Gauge: 11 Finish: BRZ- Standard - Bronze Mounting Designation: DM10 Drilled for 1 Luminaire Options: BC - Base Cover u pe u ft (ft.) (In.) x (In.) x (ft.) 11 RSP23-5.0-11-BRZ-DM 10-BC u SUBMITTAL DETAILED ABOVE INDICATES STANDARD DARK BRONZE FINISH, CONFIRM STANDARD FACTORY FINISH PRIOR TO ORDERING. (TYPICAL OF TYPES A4, A2 AND A4) u :D D D ~ KIM LIGHTING Type: Job: Catalog number: u u D Fixture Electrical Module See page 2 I u Specifications D u I(Z11f::1 ~~2" (266.7 mm) ~ -i f- 2" (50.8 mm) D D Shallow Front Surface Mount WFS51 - WFS55 u D u --J 4" ~ (101.6mm) Deep Front Surface Mount WFS71 - WFS75 u D D o @ ~~ Hubbell Lighting, Inc. u Wall Forms@ WFS511WFS71 through WFS55IWFS75 Shallow and Deep Front Face Surface Mount Square revision 2/15/06 · wfs.pdf Approvals: Finish Options I See page 4 Date: Page: 1 of 4 Surface Mount: Die-cast, low copper alloy (<0.6% Cu) aluminum with double side walls. Zinc plated steel mounting plate supplied for mounting to standard 3" or 4" junction box. Component Mounting Plate: Die-cast, low copper alloy (<0.6% Cu) aluminum with mounting holes and lens seating cavity. Sealed to housing with one-piece silicone gasket. Louver Module: Die-cast, low copper alloy (<0.6% Cu) aluminum with mounting guides for interchangeable side panels. Louvered, open, and closed, secured to housing with four stainless steel screws. Face Plate: Die-cast, low copper alloy (<0.6% Cu) aluminum with lighted front accent. Face plate provided with spring loaded latch for tool-less removal. The assembly is preassembled and includes a hanging cable for ease of lamp replacement. Secures to louver module with stainless steel hanger and spring latch. No exposed hardware. Lens: Molded and heat treated glass, 3116 minimum thickness with internal flutes. Sealed to component mounting plate with one-piece silicone gasket. Socket: (H.lD.): Porcelain medium base socket rated 4KV. (Fluorescent): Plastic GX24q-3/GX24q-4 base socket. Ballast: All components mounted within housing with quick disconnect plug. (H.I.D.): Reactor - High power factor with starting temperatures of -400F. for HPS and -200F. for MH lamp modes. For MH/120 volt, a step-up transformer is provided. For HPS/277 volt, a step-down transformer is provided. For MH and HPS/347 volt, a step-down transformer is provided. (Fluorescent): Encapsulated with thermal cutoff. Electronic with multi-voltage (108V to 305V) input, 50/60 HZ, High power factor with starting temperatures of -OOF. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a titanated zirconium conversion coating; 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, Platinum Silver, or White. Custom colors are available. Certification: UL Listed to U.s. and Canadian safety standards for wet locations. Fixture manufacturer shall employ a quality program that is certified to meet the ISO 9001 :2000 standard. Finishing Items: Electrical modules, panels and face plates. Each set of finishing items shall be in one container, clearly marked with the fixture catalog number. CAUTION: Fixtures must be grounded in accordance with national, state, and/or local electrical codes. Failure to do so may result in serious personal injury. KIM LIGHTING RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE. @)2006 KIM LIGHTING INC. . P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080' TEL: 626/968-5666 . FAX: 626/369-2695 o See page 3 5607606046 D U U U U U D U U U U U IU U U D U U o ~ KIM LIGHTING Wall Forms@WFS51IWFS71 through WFS55IWFS75 Shallow and Deep Front Face Surface Mount Square revision 2/15/06 . wfs.pdf Type: Job: Page: 2 of 4 [J [J} Fixture Cat No. designates WF panel configuration, mounting and front depth. Panel Configuration L = Louvered o = Opened C = Closed Standard Features Cat No.: Shallow Front Deep Front D WFS51 D WFS71 D WFS52 D WFS72 O~fiM\ c~c ~ ~ c~~ 2!S~~ D WFS53 D WFS73 D WFS54 D WFS74 D WFS55 DWFS75 NOTE: Side panels may be re-configured during installation to suit specific design needs. Specify the product indicated that includes the combination of different panels desired (Open, Closed and/or Louvered). Communicate to the fixture installer the exact final configuration desired, to be adjusted during installation. @ 2006 KIM LIGHTING INC. . P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 . TEL: 626/968-5666 . FAX: 626/369-2695 5607606046 D U U D U U U U U U D U U U D D U D D ~ KIM LIGHTING Wall Forms@ WFS51IWFS71 through WFS55IWFS75 Shallow and Deep Front Face Surface Mount Square revision 2/15/06 · wfs.pdf Type: Job: Page: 3 of 4 om [J Standard Features Electrical Module Cat Nos. for Electrical Modules available: HPS = High Pressure Sodium o 50HPS120 o 70HPS120 o 100HPS120 o 150HPS120 MH = Metal Halide PL = Compact Fluorescent o 50HPS277 o 70HPS277 o 100HPS277 o 150HPS277 o 50HPS347 o 70HPS347 o 100HPS347 o 150HPS347 [j [I Lamp ED-17, Coated ED-17, Coated ED-17, Coated ED-17, Coated Socket Medium Base Medium Base Medium Base Medium Base ANSI Ballast S68 S62 S54 S55 Type o 50MH120 o 70MH120 o 100MH120 o 150MH120 o 50MH277 o 70MH277 o 100MH277 o 150MH277 o 50MH347 o 70MH347 o 100MH347 o 150MH347 Lamp Lamp Line Lamp ED-17, Coated ED-17, Coated ED-17, Coated ED-17, Coated Watts ~ Volts Socket Medium Base Medium Base Medium Base Medium Base 100 HPS 277 ANSI Ballast M110 M98 M90 M102 Type o 42PL1,2 Lamp Compact Fluor. Socket GX24q-4 Base lMaximum fluorescent lamp in shallow front fixtures is 32 watt PL 242PL operates one 26, 32, and 42 watt lamps at 120 thru 277 volts (50-60 Hz.) Finish Color: Black Dark Bronze E!ftht Gray Platinum Silver White Custom Colors3 Super TGIC powder coat Cat. No.: o BL-P o DB-P LG-P o PS-P o WHoP 0 CC-P paint over a titanated Light colors recommended for optimum zirconium conversion fixture visibility and output. coating. 3Custom colors subject to additional charges, minimum quantities and extended lead times. Consult representative. Custom color description: @ 2006 KIM LIGHTING INC. . P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 . TEL: 626/968-5666 . FAX: 626/369-2695 5607606046 u u u- u u u u o U D D U U o o o U D U ~ KIM LIGHTING Wall Forms@ WFS51JWFS71 through WFS55IWFS75 Shallow and Deep Front Face Surface Mount Square revision 2/15/06 · wfs.pdf Type: Job: Page: 4 of 4 DID [J} Optional Features Fusing Cat. No. 0 SF o No Option Single Fusing (SF) for 120V, 277V, and 347V primary. os-~ Tamper-Resistant Face Plate Screw Cat. No. 0 TS o No Option Face plate provided with stainless steel flat head alien screw to prevent unauthorized opening of spring latch. @2006 KIM LIGHTING INC. . P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 . TEL: 626/968-5666' FAX: 626/369-2695 5607606046