The URL can be used to link to this page

Home My WebLink AboutVAIL LIONSHEAD FILING 1 FIRST ADDITION LOT 1 LION SQUARE LODGE COMMON 1! TO-ilN{ OF VAIL 75 S. FRONTAGEROAD VAIL. CO 81657 970-479-2t38 Job Address: Location,,,..: Parcel No...: Project No : Electrical-- - --- > DRB Fee----- > DEPARTMENT OF COMMUNITY DEVELOPMENT LJr Uc.--\ Ll,t ..$ NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES + xe \ 04/27/2007 Phone: 9o7-39o-4975 04/2"7/2007 Phone: 9o7-39o-4975 L^"trnsS1 '-,LaJ^-''' E07-00s2 ISSUED 0412712W7 05toazw 1012912007 $54 .7s s0. 00 owNER PHILI,IPS, MICHAEIJ II . & cARoLo4/27/2o0.7 PO BOX L403 VAII, co 81558 APPIJICATIT A. K. EIJECTRIC PO BOX 5241 AVON co 81620 I-,icense: 117-E CONTRACTOR A.K. EI,ECSRIC PO BOX 6241 AVON co 4L620 License: 117-E Desciption: ELECTRICAL FOR INSTALLATION OF AiCValuation: $0.00 Square feet: 500 ****irl.:il++t:B*t,tt*,tr.*rt+{:r******,t*++* ELECTRICAL PBRMIT 660 LIONSHEAD PL VAIL LIONS SQUARECONDO STE 261 2r0r07203039 ?R:6-l -o(Gz. $0.00 Total Calculated Fees- > Additional Fees--------- > Investigation--) $0.00 Toral Permit Fee----- > $51- 75 Will Cdl----- > $3 . 00 PaynFnts-----------> $54 . ?5 TOTALFEES-.> 554.75 BALANCE DUE.._-- > $O.OO*{********trt+**+* Approvals: Item: OSOOO ELEETRICAI-, DEPARIII{ENT 04/30/2oo7 sbahn Action: AP Iten: 05500 FIRE DEPARTMENT CONDITIONS OF APPROVAL Cond: 12 (BI-,DG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPTJIAI{CE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in frrll the information required, coupleted an accurat€ plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to tlrc towns zoning and subdivision codes, design review approved, lnternational Building and Residential Codes and other ordinances ofthe Town applicable thereto. REQUESTS FOR ]NSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OI,]R OFFICE FROM 8:OO AM . 4 PM. SIGNATTJRE OF O OR CONTRACTOR FOR HIMSELT AND OWNET ******{'*+******t+*******+*f *+***+++**** l' * * * t * * * * * * * * + * * * * * * * * * * +f ***'}'}******f *************** TOWNOFVAIL, COLORADO Stateme,nl **********'***'****+'+***********t**+t************,r*****rf***'i!t 'i***+*******:t*'i{.*****{r********rtrf * Statement Nuniber: R0?OOOO6OO emount: Pa)ment Method: Check Electri c $54.?5 05/02/200772:44 PM Init: L,C Notation: #L2I5/AK Permit No3 Parcel No: Site Address: Location: This Payment : EP 0 010 0 0 0311110 0 v{c 00100003112 8 00 2101-072-0303-9 660 LIONSHEAD PL VAII., LIONS SQUARECOT{DO STE 261 DescriDtiort IlT)e i EIECTRICAL, PERMIT Total Fees: Total Al,Ir Pmt,s : Balance: 807-0052 $54.2s **++***t*++****++++*******t++**+++**+l*************'l***+****'**********+****,t*'l'i*'t*********** ACCOIJNT ITEM LIST: Account. Code Current Pmts $54.7s 9s4.7s $0.00 EIJECTRf CAIJ PERMIT FEES WTIJI' CA].'L INSPECTTON FEE 5L .75 3 .00 WffisP TOWN OF VAIL ELECTRICAL PERMIT APPTICATION CONTRACTOR INFORMATION and Pl3 E-Mail Address:Fax#'. COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Materials) AMOUNT OF SQ FT IN STRUCTURE: SAO Conhct Assesspzs Office at 970-328-8640 or visit # Parcef # Ttol -g1I- 803q . Job Name:Vt^"(('.wA/(robAddress:Cr*a5f.C.t-ct q Zb / Legal Description ll Lot:Block ll Filing:Subdivision: owners Nu^"' |h.'/l,',rr ,/E r'or-,[Address:Phone: Engineer:Address:Phone: Detailed description of work: 2'7 ,/ ^ ,41 '/-/h H, ./ -// I/ ? LLc .U L/ (--,' WorkClass: New( ) Additon[,{ Remodel( ) Repair( ) TempPower( ) other( ) Work Type: Interior ( ) Erterior ( ) Both (>l Does an EHU exist at this location: Yes ( ) No ( ) Typeof Bldg.: Single-family( ) Duplex( ) Multi-family( ) Commercial pf-Restaurant( ) Other( ) No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building: Is this permit for a hottub: Yes ( ) lto ( ) Does a Fire Alarm Exist: Yes ( ) - No (ToefiTfe Sprinkler System Exist: Yes ( ) No ( ) 1,L-tu-******tr* *** ** *rt**tr**r?**r /vto?-ou6/ E &v -ru 1? |l tzXp,v<6 r*********'r*****FoR oFFICE USE ONLY* ntn IU,l*l EGtEIVE lll TPR-Z7- 4IIr'-"'.'UI ftffi oF vAtL for Parcel &sQ; F:\cdw\FORMS\PERMITS\Bull di ng\electical-.oerm it-l 1-23-2005. DOC Page 1 of 2 rLl23l2W5 ,:"ilm' Amendment to the 2002 N.E.C. Town of Vail Ordinance 4, Series of 2005 Overhead services are not allowed in the Town of Vail. Underground services shallbe in conduit (PVC) from the utility transformer to the electric meter, main disconnect switch, and to the first electrical distribution circuit breaker panel. The main disconnect switch shall be readily accessible, andlocated next to the meter on the exterior wall of the structure. All underground conduits are required to be inspected beforc back-filling the trench. In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common wafls and spaces arc exempt NM Cable (Romex) can be ud only in single and multhfamily dwellings net exceeding 3 stories, Upe llE cannot he ud in any building mixed with Type $B.E EH,ITM &S occupancies. Aluminum anductorcs,maller than size #8 are not permitted with the Town of Vail. All installations of exterior hot tubs or spa's require a DRB approval from planning. This application will not be accepted without a copy of the DRB approval form attached (if applicable). If this permit is for installation of an exterior hot tub or spa on a new elevated platform or deck over 30" above grade, you must also obtain a building permit. If this permit is for installation of an octerior hot tub or spa on any existing deck or elevated platform, a structural engineer must review the existing condition and verify that it will support the added concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing with this application. If this is a remodel in a multi-family building with a homeowners association, a letter of permission from the association is required.s If this permit is for a commercial space, two (2) sets of stamped drawings are required. Electrical one-line and panel xhedules are reguired if load is added or distribution is alteted. I have read and understand the above. t .'{ 0 B If you have any questions regarding the above information or have additional questions, please contact the Town of Vail Electrical Inspector at970-479-2147. The inspector can be reached on Mondpythru Friday mornings betrareen the hours of 8am and 9am. You may also leave a voice mail and the inspector will call you back. Signature F:\cdev\FoRMS\PERMm\Building\electical_permiLl1-23-2005.DOC Date Signed Page 2 of 2 r7lz3l2oo5 Tuesday, June 26, 2007 SH 660 LIONSHEAD PL VAIL LIONS SOUARECONDO STE 26' A/P/D Information Activiw: E07-0052 TvDe: B-ELEC Const TvP6: Occuoahbv:Owrien PHILLIPS. MICHAEL L. & CAROL K.Contractor: A.K. ELECTRIC Description: ELECTRICAL FOR INSTALLATION OF A/C Reouested Inspection(s) Item: 190 ELEC-Final Requestor: A.K. ELECTRICConiments: Will call John 376-8165 Assioned To: SHAHN- Action: Time ExD:Comment: nee fiTz(ImftSfo r condensate pump g(,,, lnspectlon Historv Item: 1 10 ELEC-ServiceItem: 120 ELEC-RouohItem: 130 ELEC-ConduitItem: 140 ELEC-Misc.Item: 190 ELEC-Final 06112107 Insoector: shahn Action: CR CORRECTION REQUIRED Comment: nedd 120 volts for condensate pump Requested Time: 08:00 AM' Phone: 907-390-4975 Entered By: FRONT K AMF Status: ISSUED Insp Area: SH 907-390-4975 REPT131 Run Id: 6825 TOWN OF VAIL DEPARTMENTOF COMMUNITY DEVELOPMENT 75 S.FRONTAGEROAD vArL, co 81657 970479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M07-0061 Legal Description: Project No : .?'RS61 -o\c < Job Address: 660 LIONSHEAD PL VAIL Location.....: LIONS SQUARE CONDO STE 261 ParcelNo...: 210107203039 Status...: ISSUED Applied.. : 041261200'l Issued. . : 0610412007 Expires . .: 12101/2007 owNER pHrl-,I-,rps, MTCHAEL L. & cARoL04/2G/2007 PO BOX 1403 VATL co 81658 APPLICANT C & C PI,UMBING & MECI{ANICAI_,,04/26/2OO7 phone: 927 -9443 PO BOX 731_4 AVON coLoRADO 81"62 0 License: 328-M CONTRACTORC & C PLUMBING &MECHANICAL,04/26/2007 phone: 827-9443 PO BOX 7314 AVON coLoRADO 81620 License: 328-M Desciption: INSTALLATION OF AN AIR CONDITIONING UNIT Valuation: $8,873.00 Firepface lnformation; Rest cted: # ofGas Appliances: 0 # ofGas Logs: 0 # of wood pellet: 0 *rt l 'l * r l* li 'l * t * l,t +,+ Mechanical-> glgo . oo Restuarant plan Review-> $0. o0 Total Calculat€d Fees-> S22a.oo Plan Check-> $4s . oo TOTAL FEES--------> S2ze. o0 Addirional Fees----> $o . o0 Investigation-> SO. OO Total Permit Fee-----> S228. OO Will Call-----> 93. oo payments-*---------> 9228. oo BALANCE DUE----> $o. o0 r+t,t* *f + l t i {,l i*,1* Ttem: 05100 BUILDING DEPARTMENT 06/01,/2007 JRlti Action: Ap IICM: O54OO PLANNING DEPAR,TMENT 06/0I/2001 Georg:e Action: AP The t,wo units shalL be lnstajted a mj.nimum(8) teet back trom the edge ot the buitding and painted to match the exterior wal. the building. CONDITION OF APPROVALCond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CI{ECK FOR CODE COMPLIAIiICE, Cond:22 (BL,,DG. ) : COMBUSTION AIR IS REQUTRED PER CHAPTER 7 oF THE 2OO3 IMC AND SECTION 304 OF THE 2OO3 IFGC AS MODIFIED BY TOhIN OF VAIIJ. ,i * !t * +*'rr' * * * * * * * * +i*'i* * * 't' * * * * *** * * '** * ********l"f* *,i* * * * * * :t * * ,r { ,r * * * * * * t * * * * ** * **,t*** ** *******f* TOWNOFVAIL. COLORADO Statement 'i '1. **rt* * * + lr*r('i{.**'} * * **{.*r.***'a* * * *{. * * * ** ** 't"t'**,t't't***{.{.* {i* * t { 't { * {. t* ** t' {' * **** **** * **{r***r* *++ff* Statement Number: R0700008G9 Amount: 1228,OO 06/04/200?02:30 pM Payment Method: Check Mech 8430 Init: DDG Notation: C & C Plumbing & Permit No: Parcel No; Site Addresg : T.^F.l-i^h. This Payrnent: M07 - 0061 2101-072-0303-9 5 5 O LIONSI{EAD PIJ VAIIJ LIONS SQUARE CONDO STE 251 TYPC: MECHANICAL PERMIT Total Fee6: TotaL ALL Pmts: Balance : $228,00 $228.00 $0.00 $22e.00 * * **** * * * * * * * * * * * { f { * {. t * {' * * * * + + t * t * t' * * * * *t*i**'}******a*+****r**t****t**+tt***r*******lt*++il ACCOUNT ITEM LIST: Account. Code Description Current PmEs MP 0 0 L0 0 00 311l_L00 PF 00100003L12300 wc 00r-00003112800 MECHANICAIJ PERMIT FEES PI.AN CHECK FEES WIIJL CALII INSPECTION FEE 1"80.00 4s.00 3.00 Cond:23 (BLDG.): Bbrrr,ER rNsrArJLATroN Musr coNFoRM To MAr$uFAcruRER's rNsrRucrroNs AND CHAPTER 10 OF THE 2OO3 fMC. Cond:25 (BL,DG.); GAS APPLIANCES SiIAIJL BE VENTED ACCORDING TO CHAPTER 5 OF Cond: 29 (BI-,DG.): ACCESS To MEC}IANICAL EQUIPMENT MUST CoMPIJY WITH C}IAPTER 3 IMC AND C}IAPTER 3 OF THE 2OO3 rFGC.. ft.,!71.l . ? 1 (BLDG. ) : BoILERS SHALI, BE MoUNTED oN FLooRs I,TSTED FOR MOUNTTNG ON COMBUSTTBLE FIJOORING, Cond: 32 (BLDG. ) : PERMIT,PIJANS Al{D CODE ANAIJYSIS MUST TO AN INSPECTION REQUEST. Cond: 30 (BLDG. ) : BOILER ROOMS SHALI-, BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. DECLARATIONS I hereby acknowledge that I have read this application, filled out in fult the information required, completed an accurate plot plan, and state that all the information as required is conect. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances ofthe Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADVANCE BY .-.nr-r_QG-.t-<_- THE 2OO3 IFGC. OF THE 2OO3 OF NONCOMBUSTTBI-,E CONST. I'NIJESS BE POSTED TN MECHANfCAL ROOM PRIOR AT 479-2149 OR AT OIJR OFFICE FROM 8:00 AM - 4 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER MWNWUAIL 75 S. Frontage Rd. Vall, Golorado 81657 APPLICATION WLL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Permit will not be accepted without the following: Prcvide t{echanlcal Room t ayout dnrwn to 3cale io lnclude: llechanical Roonr Dirnensions Cortuslion Ar Ducl Size and l-oca Flue, Vent and Gas Une SEe and k Heat Loes Galcs. Equiptncrt Cut/Spcc Shstr CONTRACTORINTORMA trGEIVE APR 26 200? Mechanical Contractor: l-vf Q\ r,',..x. ',",,r *fflto\-nnior Town of Vail Reg. No.:\ ,3aF\rn c@ -Tiro n o ) _ ctln .2.31-qLlLl.j E-liall Address:0 |'.,r o ",, . ,i\ o n ^r\o n',wr 0 nrn Contractor pfnature: nq Jttnrn,fX'2*\. GOMPLETE VALUATIOI{ FOR TECITANICAL PERTIT c(.\ Conhct Assessorc ffice at 97&328-8A0 or visit for # Parcel f j I r-. r (.. I -f, DA f\1cl + rl n Job Name:'i)5i-lfrpl * \X>ctro_\L_.,f Job Aooress: rfiLoc\ h\$:Htd P\:fr "rrLegal Descrlptlon Lot:Block:Flllng: (Jj ^lSubdMsion:'{, - ,rS \\ c., A ownersNameioir\o*t 9.,,utJl4$d**'pARr..v rL\(\2. t"/rt iu . ll Phone:o tt) .{-lr,n \r.ae,.) Engineer lf Address:Phone: Detailed desoiption of work: Trrx\n \\ rr{rixr D [li r f ro r\, tr r.rr i ri n \lrt i\ WorkClass: New() noon\cint ) Alterationtr{ Repair($ Other( ) Boiler Localion: Interior ( ) Extefior ( ) Other ( )Does an EHU exist at lhis location: Yes ( ) No ( ) Type ofBldg: Singlefamily ( ) Duplex ( ) Multi-familfr() Commercial ( ) Restaurant ( ) Other( ) No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building: No/Type of Fireplaces Existioq: Gas Appliances ( ) Gas Loqs ( ) Wood/Fellet ( ) Wood Buming ( No/Type of Fireplaces Propooed' Gas Appliances ( ) cas LoSs ( ) Wood/Pellet ( ) Wood Buming (NOT ALLOWED) ls thb a convension trom a wood buming fkoplace to an EPA Phas€ ll device? Yes ( ) No pq FOROFFICEUSEOilLry \\. \WailEatalcdcvlFt RMS\PmMIS\MECHPERM-DOC MD4aOU2 l'1AY:rP4-?@7 E1:5? From:C Al'D C PI-U]'tsING 97rc7WG To:479?15?Paeet t t'? C & G PlurDbtnf E Machanlcal rir: \\gr1 Ferx nrrnrber. q'n - aLlS a r,ort,[1,1qp-r Fax numhp.'l s70537-9046 i lomc oilofle: Business nhnne' 970-337€44;i r),;drr & Tirrrr. f\Ctt+ A# lraoo* cent. -t \ Re' Aon (*itN- q#'P*u-{\L pro\lcltrJ .,- ==:j:l|::r,.-=.::-r Po Bo(7314 Awn. OO8162tt FOR YOUR lt{FCRIIATIO!l I'|AY-€4-ZBEY 61:52 I From:C FND C PLUMBING 97A3s79@46 To=479,2452 n troN SQuAR.EI0DGE E COxritG CE CBN?Ei Apdl 13,2ooz To vtom it mayconcera: Ttre Eoard of Direson forlbs sqrurc lodgc Ph.se tr/III Associetion do euppon end lppjovelFinsrallrtion of an air coiditionini'spem in suim 25r oumcd byufribeel L Phillips (Phillipr 6r Arsocietes) liigned on bchdf of Lion Sqrare Iodge Phsse IV III .^, /ulN OfO 8f NlrilrEd[otrlnv\ 061 W. Lion*cld !lac. ,Vril, Colondo 81657 Paee: ?t7 n1.qrfiL BillAndenoir l rT Requestod Inspect Dato:- Inspectlon Area: Site Address: Thursdav. June 28. 2007 CG 660 LIONSHEAD PL VAIL LIONS SQUARE CONDO STE 26{ A/P/D Infonnation "*ffiili HilL: MrcHAELru,glrf€iKB-MEcH subrgpe: AMF rn.psEL';i rssuED Contractor: C & C PLUMBING & MECHANICAL, tNC. Phone: 827-9443 Description: INSTALLATION OF AN AIR CONDITIONING UNIT Reouested rnsp€ctton(s) 06- L 9'67 h_ ltem: 3f0 MEGH-Misc. RequestedTimo: 11:-30Alt Xlnequiltijii 6'd iFiiii!ildii6 & MEcHANIcAL, tNc. "-'--.*phone: 337-ert43 / #L - CommeLts: qnlt-?QJ,. dryWallpatch forAC installation - ed Bv: DGOLDEN K (o*'sifi;l,Iff: JMoNDRAGoty\F rime Exo: >O Entered By: DGoLDEN K ---7-" ; , til,rfr']- Pr,i.rlr'- r lA^^LMW\v : THE FIRE RATED BE FINALED AS REPT131 Run Id: 5833 TOWN OF VAIL DEPARTMENT OF COMMTJNITY DEVELOPMENT 75 S. FRONTAGEROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M05-0103 Iob Address: 660 LIONSHEAD PL VAIL Status . . . : ISSUED Location.....: LIONS SQUARE LODGE, UMT #215 Apptied . . : OSt2SlzWs Parcel No...: 210107202023 Issued . . : 06/10/2005ProjectNo, UA Expires. .: 12/0712ffi5 owNER rrroN SQ pH fl,Irr coNDo Asso05/25l2005 660 W I,TONS HEAD PIJ VAII, co 81557 APPLICAIII HEARTH EXCTTANGE, INC. (TI{E) 05/2512005 phonez 97O-827-9623 P.O Box 670 Minturn co 81545 License; L74-M coNrRAcToR HEARTH EXCHANGE, rNC. (Tr#) os/25/2005 phone: 970-827-9623 P.O Box 670 Minturn co 81645 License : Li 4-y! Desciption: INSTALLATION OF A DIRECT VENT cAS INSERT Valuation: $3.211.00 Fircplace Infonnation: Restricted: Y # ofGas Appliances: 0 #ofGas logs; 0 #of Wood Pellet: 0 **i(**t(1.*,t*:**i!d(*******r r**ri'*!r:r'r*t*i:t:a:f :t:t:t+{r**,t!{.d<**,}***i:}*'trt't:***rt***r*++ FEE suMMARY +*:t :t+:i:t:F+:l:*+rt :B**:t********t ****t*'t:Ft,t*'*:t {.*+:*+t:}++:t,ttt,t i.*,t **** Mechanical--- > Plan Check-- > lnvestigation- > Will Call-----> S80.00 Restuerant Plan Review--> s3.00 $0.00 $20.00 DRB Fee------------------ > 90.00 Additional F€€s------ > $0.00 50.00 TOTAL FEES--------> S103.00 Totel Permit Fee------ > 5103.00 90.00 Total Calculated Fees- > $103.00 Payrnents----------- > S1o3. oo BALANCE DUE--------- > Item: 05100 BUII-,DING DEPARTME1MI 06/09/2005 cCD Action: Ap Item: 05500 FIRE DEPARTMEIIr CONDITION OF APPROVAL Cond:12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE Cond:22 (BI-,DG.): COMBUSTION AIR IS REQUIRBD PER SEC. ?01 OF THE 1997 I]MC, OR SECTION 701 0F TI{E 1997 rMC. Cond:23 (BI-,DG. ) : INSTALL,ATION MUST CONFORM TO MAr:IUFACTTJRES INSTRUCTIONS AND TO CIIAPTER 10 oF THE 1997 UMC/ CHAPTER 10 OF TrrE 1997 rMC. Cond:25 (BI-,DG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CI{APTER I A}ID SHALL TERMTNATE AS SPECTFTED rN SEC.805 OF THE 1997 UMC, OR CHAPTER 8 OF THE L997 rMC. Cond: 29 (BLDG.): ACCESS TO HEATING EQUIPMEIilT MUST COMPLY WITH CHAPTER 3 AND SEC.1017 OF THE 1.997 T'MC AIiID CHAPTER 3 OF THE 1997 IMC. Cond: 31 (BLDG.): BOILERS SHAL,L BE MOIINTED ON FITOORS OF IIONCOMBUSTIBLE CONST. IINIJESS IJISTED FOR MOI'NTING ON COMBUSTIBIJE FIJOORING. Cond: 32(BIDG.): PERMIT,PI-'ANS AIID CODE Af.IAIJYSIS MUST BE POSTED IN MECHANICAI, ROOM PRIOR TO AIV INSPECTION REQUEST. Cond: 30 (Br-,DG. ) : DR;aTNAGE oF MEcHANrcAr, RooMs cor{TArNrNc HEATTIIG oR Hor-wATER suppl.y BOIITERS SHAITIJ BE EQUIPPED WITH A FLOOR DRAIN PER SEC. LO22 OF THF, L99'1 IJMC, OR SECTION 1004.5 0F TI{E 1997 rMC. DECLAK*TIONS I hereby acknowledge that I have read this application; filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOIJRS IN ADVANCE BY TELETHONB AT 479-2149 OR AT OIJR OFFICE FROM 8:00 AM - 4 CTOR FOR HIMSELF AND OWNEF *++**{"1***+*'t'}***ta******t'}'}t*+***'}att'}*'}*'}'t+***l*****++***lat**r}{r*'*+*'t***!*******+***'}*!*'t!**'t TOWNOFVAIL, COLORADO Stat€m€rot 'i*+*+{,***tl**+++a**'}*{.*:l*'}'}*ffff*+latlra{*+t+**'}**'}t*rta*++'.aai********t**a!****a*++++a+***afa Statement Number: R05OO008O2 Amount: 9103,00 O6/LO/2OOSO2:05 plI Payment Method: Check Exchange 73 63 Init: DDG Notation: Hearth Permit No3 MO5-0103 T!r!)e: I{ECHAIiIICAL PERMIT Parcel, No: 2LOL-O72-O2O2-3 Site Address: 550 LIO!{SHEAI) pIJ VAILIJocation: IJIONS SQUARE IJODeE, UNIT #215 This Payment: $103.00 TotsaI FeeE: $103.00' Total ALrLr Pmtg: 5103.00 Balance: $0.00*+****'l'|!*****f*****t'|'l*'i**++fa*a**faa*'3*ta*l****t**tr********t**+affft***ttt*t*f*t'itt*'i+*ftff ACCOUNT ITEM LIST: Account Code Description Current Pmta MP OO1OOOO31].1100 MECIIA}'TICAT PERMIT FEES 8O.OO PF 00100003112300 pr,AN CHECK FEES 20.00 WC OO1OOOO31128OO WILL CAIJI' INSPEC:TION FEE 3.OO ooun*lF[E *,c*r A'a1of ! '_ -'_ i- 4:32 sn Va[, CO -Cltl O] - IUrdmcday, Juna lq An5 @ lJoilstEAD Pr-vArL U(n$ SGIrAFE LrCDGE, UlfT*ll5 AfEDlnfefin|flqr Aclhff lfllSotGl TyDr: BECH Contl TYfa: Ocqnri*;v:Ofinr: LION SQ P?l llJll COIDOASTFC llrlc ETAL ADeuc.rtt HEARI}I EXC+IAI{GE, lt{C. {THE)Cdrtlcbr: F€ARTll EXC}|AI.IGE, ltlC. fitlE|t)lrctfnon: ll€TAL|AnON OF A dRECT \rENT CrAS lltlSEFT FeorGEd lnsoccdqtsl ltem: 390 I{ECH#ln lRequ.$r: TEARIH EXCFnNGE, lt{C. {T}EtConrmrilr: Pil. u,fl c.[97t 01154. wdr2tsAsebncdTo: JMOnERACloil- Acdon: TlnrErp: *'lH; *Sbtll: !9SIEDlilpAm: CCD ; Plrona: Plron : 970el7.se 97(}&17S23 RrqucefilTlmo: ll:00At- Plpm: Cl?fr€{ Enbnd* DGON.DEN K hr!.ctlon HFbn, an 310 315 3a0 3En 3.fi'sn lbm: lhm: th'm: lbm: lbm: lbm: lbm: \ I lrEctfr'Flml REPTl31 Run 3309 ,/ I oot*.FarYEa.ftllar ACTIO]I FORII D€partoFnt of Cofimurity Dodopmffit 75 Ssr$ Fran$s Roed, Lrll, Cohn& 81657 tslt 970.4?ts.213! hxi9t0,4i'9.952 uab: rru.v{llw.com Project Name: IIONS SQ LODGE TENT Project Descrlptlon: PrciectAddrcss: legal Descriptson: Parcel Number: Comments: PEC Number: PEC060030 FINAL APPROVAL FOR A CONDMONAL USE TO ERECT TEI{T FORM JUNE 15 THROUGH OCTOBER'- Padtcipants: OWNER UON SQUARE CONDOMINIUM ASSO 04105/2006 - uoN SQUARE PHASE U &IU - ET-AI 660 W UONSHEAD PL VAIL co 81658 APPLTCANT UON SQUARE CONDOMTNTUM ASSO 04/06/2006 - uoN SQUARE PHASE II & UI - ET-AL 660 W UONSHEAD PL VAIL co 816s8 660 LIONSHEAD PL VAIL Locatlon: 660 WEST UONSHEAD PLACE TRACT ,A' loft A Block SubdMion: VAIL UONSHEAD FIL 1 2101-072{700-5 MoUon By: Second By: Vote: Conditions: BOARD/STAFF ACTTOI{ Acton: BGIRED Dab of Apprcval: Condr I (P|AN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate revle$, committee(s). Cond:300 (PLAN): PEC approval shall not be not become valid for 20 days following the date of approval. Cond: 1 (FIRE): flRE DEPARTMENTAPPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Planner: Bill Gibson PEC Fee Pald: $650.00 I0t4,tYm . Rezoning. Major Subdivision. Minor Subdivision. Exemption Plat. Minor Amendment to an SDD. New Special Development District. Major Amendment to anSDD. I\ilajor Amendment to an SDD (no exterior modifications) $1300 $1500 $6so $650 $1000 $6000 $6000 $1250 =:-){-y'c./nditi on al use Perm it. FloodplainModification. Minor Exterior Alteration. Major Exterior Alteration. Development Plan. Amendment to a Develooment Plan. Zoning Code Arnendment. Variance. Sion Variane: J rz'^ $650 $400 $800 $1500 $2so $1300 $500 $200 Application for Review by the Planning and Environmental Commission Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2'139 fax: 970.479.2452 web: www.vailgov.com General I nformation: All projects requiring Planning and Environmental Commission review must receive approval prior to submitting a building permit application. Please refer to the submittal requiremenb for the particular appro\ftal that is requested. An application for Planning and Environmental Commission review cannot be accepted until all required information b received by the Community Development Department. The project may also need to be reviowed by the Town Council and/or the Design Review Board. Type of Application and Fee: Parcef No.: 7 I Ol O-l 2O)- O,lftContact Eagte Co. Assessor at 970-328-8640 for parcet no.) Zoning: T | + -0(n n or oc t,ll.-. LJ a of the Request: Location of the Proposal: Lot: u/ Block: I Subdivision: Lo." Physical Address:/1"-.--- Name(s) of Owner(s): Mailing Address: Owner(s) Signature(s): Name of Applicant: Mailing Address: Page I of 5-04/01/04 **********+++*+********ffl+:*+**f***'l'**********+****tf'l*'i**********+++++l*****'*'iir*,**'i*'t'****+t TOWNOFVAIL, COI,ORADO Statcme,ot 'i*++++al***taa*++*+a+*a!t****+*{r{r!a*****tt*lft*tt*l'****l*****f+f+++*'a'}'}*****'}*ttf****tf****t*a Statement Number: R060000339 Anount: Payment Method: Check SQUARE I,ODGE RESORT CO 96so.oo 04/ 06/200602 :40 PM . Init : iISNotatlon: 44?81/LIOI{S Permit No: Parcel No:Site Addregs: Location: Thia Payment: P8C050030 Tl4re: PEC - Conditional Use 210t-o72-O700-5 650 LIOIISHEAD PTJ VAIIJ 5 5 O TYEST IJIOIISHEAD PITACE TRACT ' A 'Total Fees:$6s0.00 $5s0.00$5s0.00 Tota1 AIIJ Pmta:Balance: $0.00 'i****{'***++t"}'t'*rt'*!t'}***t +++++*la+*++******+t*t,******t,tt*,}***ftf+++*********attaa*lr**tft+*+t*t ACCOUNTITEMUST: Accorint Code DeEcriptlon Currents Pmta PV 00100003112500 PEC APPLIEATION FEES 650.00 TO: TOWN OF VAIL COMMIIMTY DEVELOPMENT FROM: BILL ANDERSON, GM, LION SQUARE LODGE DATE: MARCH 30,2006 RE: TENT PLAN F.OR LION SQUARE LODGE Hello, Lion Square Lodge would like to enhance our lodging business and the business in Lionshead by renting or leasing a tent to be placed on Tract A, which is the lawn area directly south of the main lodge building here at Lion Square Lodge. We have contacts in Denver that have expressed a great need for more natural settings in the Vail Valley for weddings and events. With the loss of the tent at the Marriott in Lionshead, we feel that there is a need and opportunity for all businesses in Lionshead to benefit from weddings and group functions that will host more than 200 people. These visitors to Lionshead will also frequent the local retail outlets and restaurants, and may plan additional functions such as rehearsal dinners and the like. Timeline of Functions-we anticipate erecting the tent by June l5 and removing it by October I annually. We will likely lease the tent but may purchase one at a later date if this effort succeeds. Parking-our intention is to host the wedding and the guest will primarily be housed at Lion Square Lodge and Montaneros, so we should have sufficient parking on-site. Location-Tract A is located on our south lawn and is just west of our pool area. Please see the attached map. Amount of People-we anticipate weddings and group functions that will house 100-250 people. We have reshoom facilities by our pool area, just a short distance away. How many events-We hope to hold 10-20 events per summer season Type of Invents-Weddings and group functions. Liquor license-we are in the process of applying for an additional liquor license for this area with Mezzalwa, our restaurant operator, Please feel free to call me should you have questions or need additional information. '6nS# General Manager Lion Square Lodge 970-477-4432 *m THIS ITEM MAY AFFECTYOUR PROPERTY PUBLIC NOTICE NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of Vail will hold a public hearing in accordance with section 12-3-6, Vail Town Code, on May 8, 2006, at 2:00 pm in the Town of Vail Municipal Building, in consideration of: A request for a recommendation to the Vail Town Council, pursuant to Section 12-3-7, Amendment, Vail Town Code, and Section 2.8, Adoption and Amendment of the Master Plan, Lionshead Redevelopment Master Plan, to allow for amendments to Articles 12-7H, Lionshead Mixed Use 1 District, and 12-71, Lionshead Mixed Use 2 District, Vail Town Code, and the Lionshead Redevelopment Master Plan, to require no net loss of parking, no net loss of employee housing units and no net loss of accommodation units in Lionshead Mixed Use 1 and Lionshead Mixed Use 2 Districts, and setting forth details in regard thereto. (PEC06-0028) Applicant: Town of VailPlanner: Rachel Friede A request for a recommendation to the Vail Town Council, pursuant to Section 12-3-7, Amendment, Vail Town Code, for proposed amendments to Chapters 12-21, Hazard Regulations, 14-7, Geologic/Environmental Hazards, and 14-10, Design Review Standards and Guidelines, Vail Town Code, to include wildfire hazard in the Hazard Regulations, and to require defensible space and ban wood roofs in high wildfire risk zones, and setting forth details in regard thereto. (PEC06-0029) Applicant Town of VailPlanner: Rachel Friede A request for a final review of a conditional use permit, pursuant to Section 12-7H-5 - Conditional Uses: Generally, to allow for a seasonal use or structure for conferences \, and conventions, located inTractA, Lot4, Block 1, VailLionshead Filing 1 Addition 1, .Ar. and setting forth details in regard thereto. (PEC06-0030) I Applicant: Lion's Square Lodge, represented by Bill AndersonPlanner: Bill Gibson A requedt for a final review of a conditional use permit, pursuant to Section 12-6D-3, Conditional Uses, Vail Town Code, to allow for a public utility and public service use (water tank), located at2734 Snowberry Drive/Lot 14, Block 9, Vail Intermountain, and setting forth details in regard thereto. (PEC06-0031) Applicant: Eagle River Water and Sanitation DistrictPlanner: Elisabeth Reed A request for a final review of a conditional use permit, pursuant to Chapter 12-8E-3, Conditional Uses, Vail Town Code, to allow for the construction of a private club; 151 Vail Lane/Lot 2, Mill Creek Subdivision, and setting forth details in regard thereto. (PEC06-0032) Applicant: Lodge Properties, Inc., represented by Jay PetersonPlanner George Ruther r{", The applications inspection during Department, TS orientation and Community information. Sign language Please call 970-4 Published April2l information about the proposals are available for public hours at the Town of Vail Community Development uth Frontage Road. The public is invited to attend project site visits that precede the public hearing in the Town of Vail Department. Please call 970-47$2138 for additional is available upon request, with 24-hour notification. 2356, Telephone for the Hearing lmpaired, for information. 2006, in the Vail Daily. i.t Address for adjacent properties Vail Ski Mountain Sub:Forest Place Subdivision TractA Attn: Brian McCarfirey Vail Resorts P.O. Box 7 Vail, Colorado 81658 Condo: Antlers Condominiums Attn: Rob kvine Antlers Condominiums 680 West Lionshead Place Vail, Colorado 81657 Sub:Forest Place subdivision Lots 1. 2. 3.4 Glendore Development Inc. P.O. Box 3796 Avon, Colorado 81620 Mar 22. ,.,',:OS O4:,5.3p- Lion Squane Lodge 'r , 9"7A477443A :'J - .j,,, : l',- I LAND iTn.E GUARANTEE CoMPANT STATEMENT oF SETTIJMEMI'].!'! 108 S. FRONTACE RD. W. rar3, P.O. BOX 357 'puRcHAsERS'v. .t vArL, co 8r6s7 tand Tltle PROPETr! .trDDRESS: ARACTT A., VAI!,/IIOI'EAEAD FrRSr ETLDrtI V]tE Co 8165? P-" glLlER(s): THE vl,IL CoRPSnAI:clf, A COt OR.tr"DO CO.l.PoR[3fOlr BErER(5): lrolr sQUaRE r![Ot'rE Cc0fDOUnFfUU ].53oerrarg!t, DlC., A CoLoF.]ltO lIdIPRoFrr CORPoll'rtOlL 15 tO AII EADIVIDED 2,1.07* Itf,lElESI llID LtO[ SQErlE CoDDOIIINIUII AgsocrtraloN, a corloRNto foNPhoErr coR!6.RtTtoN, .l,s To lrf ETIDIVIDED 29.918 SE:ftL'ElillIl DAIE: U.y 10, 2OO!DA.IE oF PxoRltlotr: BaY 10' 2005 r"rM ^D!6@IPITOIf &€cotd tarrattty Deed !+ 'r.+ subrotafs *+* t 9ue FroD Br4rer/ Boitover lotraLs Debic Cted.i; 27.OO . 27.OO 0.40 2l.oo 27.O027.OO Tte prj*cd F:_,ic.r of r}!i.s fd$ is *Foaould b/ rle Stordca Real Es-.E:c ccintssidt (ss-5c'?_?1) !.:r L1-c!. larlcFoE{ l1/D9./o! EuFr lriE1.66t acrtrsr ffi fu!il f it I illriu /./ /'/(..\: \,\ ,.,,-fu,\i\\; \.\I \'.i \.,' i l!) lo\: lL!8I /,\ tttll\J!tt0lr-Nlo_ll!l!|L-Jnlz(alBILJllr! | t/\!l!lzIIOIl-r TT3 ,bEiiirf sE* lsi! iE II l X ,\ \\, clBl5l O..1 ..lt I8..t . .E l ' .9rEr I ffiiit o"' -M ,btEIE Il:. '\,.- ri ll i \i \1, =t ,!. -.ffi THIS ITEM MAY AFFECT YOUR PROPERTY PUBLIC NOTICE NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of Vail will hold a public hearing in accordance with section 12-3-6, Vail Town Code, on April 24, 2006, at 2:00 pm in the Town of Vail Municipal Building, in consideration of: A request for a recommendation to the Vail Town Council, pursuant to Section 12-3-7, Amendment, Vail Town Code, to allow for Ski Base Recreation 2 zone district on a 5.13 parcel of land commonly referred to as the "Front Door USFS land exchange parcel", lo.cated at 151 Vail Lane/ (A complete legal description is available at the Community Development Department), and setting forth details in regard thereto. (PEC06-0014) Applicant: United States of America, by and through the Forest Service, represenled by Vail Resorts Development CompanyPlanner: George Ruther A request for a final review of a variance, from Section 12-6D-9, Site Coverage, Vail Town Code, pursuant to Chapter 12-17,Variances, Vail Town Code, to allow for a site coverage variance to construct a residential addition, located at 1816 Sunburst Drive, Units A and Bilot 1 Vail Valley Filing 3 and setting forth details in regard thereto. (PEC06-0016) Applicant: John K. and Helen Jo Cahalin, represented by RKD Architects Planner: ' Warren Campbell A request for a final review of a major exterior alteration, pursuant to Section 12-7H-7, Major Exterior Alterations or Modifications, Vail Town Code, to allow for the renovation of the Lion's Square Lodge North, located at 660 West Lionshead Place/Lot 8, Block 1, Vail Lionshead Filing 3, and setting forth details in regard thereto. (PEC06-0019) Applicant Lion's Square Lodge North Condominium Association, represented by Viele DevelopmentPlanner: Bill Gibson A requept for a final review of a text amendment, pursuant to Section 12'3'7, Amendm'ents, Vail Town Code, to allow for an amendment to Section 12'21-14, Restrictions in Specific Zones on Excessive Slopes, Vail Town Code, to increase the amount of allowable site coverage on lots with excessive slopes from 150/o to 20oh, and setting forth details in regard thereto. (PEC06-0020) Applicant: Helmut Reiss, represented by lsom & AssociatesPlanner: Matt Gennett A request for a final review of an amendment to a major exterior alteration, pursuant to Section 12-7H-7, Exterior Alterations or Modifications, Vail Town Code, and a final review of an amendment to a conditional use permit, pursuant to Section 12-7H'2, Permitted and Conditional Uses; Basement or Garden Level, and 12-7H-3, Permitted and Conditional Uses; First Floor on Street Level, Vail Town Code to allow for the development of 4 additional multi-family residential dwelling units (total of 111 dwelling units), located at 728 West Lionshead Circle/Lot 2, West Day Subdivision, and setting nv forth.details in rfgard thereto. (Ritz-cartton Residences)(pEc05-0021 and pEC0s- 0022\. Applicant: Vail Associates, Inc., represented by Jay peterson Planner: Wairen Campbell A request for a final review of an amended final plat, pursuant to chapter 13-12, Exemption Plat Rgview Procedures, Vail rown code, to allow for an amendment to an existing platted bqilding envelope, located at i722 Buffehr creek Road/Lot 5, Block A, Lia Zneimer subdiVision, and setting forth details in regard thereto. (pEc06-002s)Applicant: Crack of Noon, 1.P., represented by KH Webb ArchitectsPlanner: Elisabeth Eckel Reed A request for finhl review of an amended final plat, pursuant to Chapter 13-12, Exemption Plat Review Procedures, Vail Town Code, to allow for floodplain modifications, locqted a|2764,2754, and 2695 South Frontage Road/Lots A, B, and C, Stephens Subdivi$ion; and a request for a final review of floodplain modifications, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for grading within the floodplain, located at2764,2754, and 2695 South Frontage Road/Lots A, B, and C, Stephens Subdivision, and 2450 South Frontage Road/Unplatted and setting forth details in regdrd. (PEC06-0001 and PEC06-0027)Applicant Town of Vail, Louise Young, Brian Hoyt, Maggie Froning, Lorraine HoWenstine, and Chas BernhardtPlanner: Bill Gibson for seasonal use or structures as a conditional use in Lionshead Section 12-7H-18, Mitigation of Development lmpacts, to clarify the*tir.1 ir' inclusionlof employee housing as a mitigatiJn of development impacts; Section 12-liG3, \. r. of a Building), .'"Sri, Mixed Use I E - .lr .:, ||rLrulrur]lur er Pteyee nousrng as a mtltgalton oI oevetopmenl tmpac6; Declton I z-oL,-J,.r' Conditional Uses, [o allow for ski lifts not including loading and unloading areas as a i '.t conditional use of lhe Natural Area Preservation District Subsection 12-18-58. Densitv A request for a to the Vail Town Council for proposed text amendments to Section 12-Conditional Uses; Generally (On all Levels of a Building or Outside j ,.1 conditional use of the Natural Area Preservation District; Subsection 12-18-58, Density Control, to clarify limitations on structures which do not conform to density controls; and Chapter 14-3, Resi$ential Access, Driveway and Parking Standards, to clarify standards for access, drivew{y and parking for commercial properties; Vail Town Code, and setting forth details in regard thereto. (PEC06-0026) Applicant: Town of Vail, Community DevelopmentPlanner: Rachel Friede The applications and information about the proposals are available for public inspection during office hours at the Town of Vail Community Development Department, 75 South Frontage Road. T[e public is invited to attend project orientation and the site visits that precede the publicl hearing in the Town of Vail Community Development Department. Please call 970-479-2138 for additional information. Sign language intefpretation is available upon request, with 24-hour notification. Please call 970-479-2356, itelephone for the Hearing lmpaired, for information. Published April 7, 1006, in the Vail Daily. ff I l-'{ar "1 Og O4:53p Lion Squane Lodge 9'7o4?7143A STATEMENT OF SETTIJMENT 'PURCHASERS" Signature Page Attachment E:hibit p..3 LATID TITLE GUARAIITEE COMPANY 108 s. FRoNTAGE RD. W. *203, p.O. BOX 357 VAIL, CO 81657 IIOPPRTY IDDRESS r SSLI,EE ( S} : BI'IER (SI : t&ta ^, Yrrtlttor|s'EiD ?,:Et? t tJ'E lE lI at,aaoerrlorv, a @loaadr coatorplttotr Lror tgq d tf wooetEtd tt4EI*, trc..4 cEt!arDo tttLEioFrt corrolrllqta. lt n0 ^b @t11''aD 2l.0rl t)'T''aa, ,D '.ton tQElIa ct''Dqlr}'lor ituoctAtfoF' l cnLamb nor'nol1rr atatoRtrra,?? ^, ,o an diDzYirD@ 29.ttl uttz 6 ttag, AEEILUUERT D.lE! ! r..y ro, zoo!DAIE OF PIORATION. t.r to, 200t DuRcgAsEl' (s) :NET,! ESTATE ERORIR (S} : &rot .'0,4rr r|ar4E @l'Da!dl.l@, taso(trtlot Jt!rc,. r att,att o |nrqprdft:r aat apt:trott, ,t,o a, ar'/ittl'so 2a.m+ r':i',]E t J.tol' torAtf corDoMtrltttl'a tlrocta!:oF, l c0L6x;a.tu ,yr,fl4otrf 6r.!FarlIoN, t:t tg ,ta tNDtEDt ZtttlX .f,NtErart ,. .EIO' Aoqrnl PtL9t tt I.AND BTTIE C',OSINE IGENtr: ItE prirrE€C !ot--i.('r of --his fc|f,i 1s loF llrYtt-ltc-O,Xr.ils: t1/otloJ Woved q' dE cotrorcio Rc.I EsEecc cdtEss:csl (ss-5o_7_71) ESCRow NO.: vi73s11.21 coMUiTl{E\lI No' : vc273511'21 Man 2?, OG .O4:53p Lion Squa-re Lodge 'i , ' "' F LardTith PROPERAY IDDRIESS: TN...CT A, IrAII,,/LrOXSEE.I,D F!Rs' FII.ING ]'At& CO 3165? SE!.'JER (S) ! IEE v I& CoRpOR.i{TtON. A cot OX,ADo grORpOEATfOrf BttCER (St : IIIoN .seErlxE I'OtcTE colrDouttftEu r55oc!rT"*, Oa. , l COLOnIDO tlOrfpROFtT coRPotarroN. .tg ?o AIv BNDTVIDED 2{-O?* lD:rEREgt ID,LION SOUar.B CDt[DOMrtrrrlC.tssocrttlo$, a cor,oR.[.Do N@tpRoFrr crrRpo.Rrrlol{. ts ro ffg ul[DrvtlED 29.9].tSEfILEMEIII D.IIE: Miy lO. 2OOS DAtt oF pRotATION: Xry 10, 2OO5 ITE DESCRI?IION E dorsemerEs DELEmOlt4. DELE?IONJ -tDupi.icace PolLcy IAXTD ftTLB dInRAItpgE Ctotdpttt:f r.r* suDloEafs *..* Due Fraon Se-l -l e|r loEals LAND TITLE GUAMNIEE COMPAMY STA.TEMENT OF STTLEMENTr08 s FRoNracE RD. w. *203, p.o. Box 3sz - -'- -;ffiilLERs" VAIL, CO E1657 Debl E Credit r70, oD 377 - OO 487.O0 o -oo 487-OO 187, OO 487. O0 Tbp dror,! fiqurr'lb rot i!ct.d! srlar orulc tucr or nror*rtv- SEI.LSX ( s) : AfpnOvED AND ACCEIIED nELl Est*r! BRoatR (s) :iE e,/r.Ia!froJrllIat, a @taat;ut coruorttza! L.A]ID TITI,I CLOSIIJG; l'G!ll!: l.!dr UsrE ,rcRor rD. aiztStr,at co6ltttlE cl Jtor vc:t7lst!.2t lEn 3al iE 2 105/0{} lbi F:'4D'4C Frs{.s og .J,! lcr l. .Fr:owd lyr. lle coto!.d. ladt E!ca!! Csnllrrlcn (96-6o-t-t1) l'{ar 24 OB Lion Squane Lodge r 3744774434o4:s4P p.5 Pl-I.d for racord LIE_&!' o:1 _,1-D, _REFE:[.1 No., tl o'clcck_M. Rts(B9 DER,rI:- SPECIAL WARRANTYDEED TBIS DEED, l{aiL cn thi6 diy of Mrv 10,lll05 TRE V IL CORPORATIO}|, A COLORADO CORPOMTION ol tlE C!,Jn=y of 5Id Slat! of --. c?.tEor(d , !!r*t WTrNESS, r1arE --hc Orarccrc, lcrr arj in ccsrs-.dcratio of rtE $r:1 of (ft_r voID vorD voJD votD .... tlE reaelF rd s.:fj.c.crf,:a oi rdc]) is lErdr, ad(e.1eeEd, iras granted, baardned, ,ord ard €lr:gry€d, ara by t}'€sopigsenls ibes granc. blgain, sell €t:\rEy srd c(rl:iflt r$ro tfro cilt.Eoclsl - rtEir betj.s rrd assid'I! f6reeE- rtl r}!pigsents ibes granc.seU, €E\rcy srd cdfifn unro $to ct dr.a(s) , rlEir bcils .rd assigns foreeE. all rlEreai^fe.!:y, Eca!.,ha t,^irh i::provsrcr-ts, i: a-y. 6irEte, Iy{r€ ard :xjlr3 in ttE C6{bcy of rd sta:e o! Orlorado, dcs.ri.bcd as to!to.e. g_o.l,t_qp_!nRE N0RTH CONDOMINTUM AssocrATtoN, rNc.. A coLoMDO NO{pROFrT CORPoRAION, AS TO A\UNDJVIDED 2{.0?% TNTEREST AND LION SQUARE COHOOvlr,lrur.l essoaiiibx. e cot3n cDo ruolphonr 993!_trI{Ilo}r. A!:ro AN uNDrvrDED 2s.gix rNreREsr AND uor.l ioi'enr irdse n AND m coNDoMrNmM SjgcigjpBu+gqLpJ+Do UoNBgq1*foRponeror. ai rb ln u\.iivrrieo re.ozx rnrnesr o: tre s0.00 ) DOLLAXS ffihffilffiDiatnsinr:xc.,tcconbu,.ic ro m-e netoiipio p'mrTHEREoF. couliry oF EAGLE, \ {SLBJECT PROPERTY) elso lc|c'rn ds srreci rlrLer TMCT A. VNL"4IONSHIAD FIRSI FIUNG VAIL CO 81657 - IOCEIEB wiEi a1L 4d sirgular Ed h.redic*,crr's &d nlE$r'tehar,ccs -r]racwr. balcrEriig. c in anyrise qperainilg aDc irE litrrlt:riLon aEl r6,Ersi,(rrs, lqrrlrCer ard rsiairielE, rEnts, is6:es a.d Froftes El4Eecf,; ard all thc ec-ate. rj€tt:ttle i.yrcerest, elai,|| ard d€nErd t*ErscerF-r of $E eErEo€(.), :ftfE:r in fr,. or cqul,cy. of. :r- a]:d co t-t,e ajcs,re bargnirEdprefti3as, siEh rt! hcftdlr]ercrrE dd :{trrlrEc'lares, TO gAvE AND TO HOLD EIE eaiA 1randscs lborrc bargairld {d d:saib.d rrittr 4pprEteidrces; r:rro rtE G?;rEaE (d .ilE= be{r:B.. sJctesons alrt assignE toie{er. :tre e-arrtrt, for ttsclf. i-t E a.es€Dla- ard asslgns, daas cor,!rrrE..atd tgrec tlEc ii stull ard elll WFIRTNr }}tD UEI,ER DE:etD| Urc Dbo\E-:rsng5ttEd l,ra,rtses jn the qri-_t ardpeaceablc I#esslcn of d! Granrcc{d, rhoir tEj.rs. sr}c.sssors ard assigis, agajhsr aU yd e.,eri, lerscr- or perscr.s Sln:"drE tlE Etb:e or aIry Frc :l|c)ra6f, by, ElEqrCi o!. wd€f che Cr*,ceo-isr,E(cFJl'GENEML T^'xF.s Al.lD AssEssMElits FoR ITIE yTAR z0o5 AND SLISEQUENT \TARS. tu\D suBJEcT MAsE-vE\Ts,REsERvAlo\s. REsrRIcrIoNs. covENANTs AND lucrrrs oF !l'Ay oF RDcoRD. tr ANy AND SU8JECT'TO TO THE TOLLOTYINC RESTRICTION WHICH IS CREATED BY THIS DEED: SLEJECT PROPERTy SIALL NEVER BE REZONED WITAOUI THE PRIOR COI'SEI\-I OF THE CMN'TOR. IN WTINE|SS II'I|EREOF iF€ crahtcr{s, hsrr c(.c$E.d chis de€d dr EtE d.trc s.g fcr-,h .j:d\re, I IR.-- rHE VAIL CORPOR{T']ON, A COLORADO CORPORATION- I srAr: oF COLORADO ) , ss. @'lr'e.v of EAcl.E ) ItE :olegoirq :nserlnEnc t-s '.la'oele+€d 'c.foFc irs <n Ehis day oJ L.by THE VAIL CORPOMTTON, A COLORADO CORPORATTON ' - rry c.r:ltissioEl e€llcs t.iErEss q!,' b&ri ard official seal, ]rccary F$Lic NmE anii,tddEs or ee':. e@5-Io6.s, c.R.s.) lli. n Rccolrdcd Re:uh Eo: r,rqN seiqag laFlg crN[cn6nTrfi f<vry\rlo!. D.'c.. A CEIIsADO Iq|FFOFTT CCRIiq.AT:ON, AS 'JO I\EsclsJ* \'2735u.21 vall_ oo €i65tT::Ief \'(2?35I!.21 Fdtr 432 c1/j.7./0_3 spEC. r.D.opEN I{IRRAIIIY:89 \\\ 9.\\6 Y)t i,) ntf i. / \^ B\F :l-_\ -r' I >t AN I\s I* sNSC ,'.'\; q\ * sN*Np\ 3/ I I I r z o !: f ,*, s\'i )t :l -t- lBl \" .? )cl - atE-- Itt (s !":.. t Oz .J lr- Fa -r' ---t' I >l QN r\:.\ ISNgss r: t,rN F NS-\;\ d 8/ =d z :i l -It.s -J ) I I P ! oe L!V a J a F zL!or\s) \< (o t'. @ LrJ L l-- c! :< €9 1 /2./ =^/ L- C\/o)/ Oott n :! a') F -noo-{Sl:- at/ L! (\ U)'zY = i.\ <m z. =tr a (DE F-i! o<s U)z : a '/60!' Po. \.; = Oor;r) r)a so4'35'58"E |o Nr., = F. z ,.o ztz O L,lo-m {lf\ C\ I =rO -+ lO (o v) LJ r.) -9 |r) z TRACT C . ..,, ./, ,^NrcLrtra1 FIRS- trlLING vAlL,/ LrvrrJ r' '' ' (BOOK 217 PAGE b /b/ r)z€o N< r-r-r 6OO<a o-- < uJ> jzo>ao 10 =vJ t- l- (o |...(o (! F.. (\ :a II z =r F-auI bJ :fazo = il r., I(olrl I !.J r?-) -+p lz I I I =' Fr.) F. r.r , lod z ,74_ =<LF6E-8tzt vJtrl E .>;xEz<a=rl*6 .lad =es F-JJE>f Fhor-1 Y Z,-il= FF lrr 'Av 9!:ZZ:LL gOOa/L/f, sao v-ltA$xj\.ia o\.ZS\O5S-;OE\:j EXHIBIT A LEASE AGREEMENTFORAPARCEL OF LAND LOCATED WIIHINTRACT A,, V{I-{LIONSHEAD, FIRST FILING, AS RECORDED MAY 10, i97O IN BOOK 217 AT PAGE 676, TO]VN OF VAIL, EAGLE COTINTY, STATE OF COLORADO, BEING MORE PARTICUI-ARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTTIEAST CORNER OF SAID TRACT A, VAIL /LIONSHEAD, FIRST FILING; TIIENCE CONTINLTING TIIE FOLLOWING FIVE (s) COURSES ALONG TT{E BOUNDARY - OF SAID TRACT A: 1) S 04o35'58u E A DISTANCE OF 70.51 FEET;2) S 39.39'00" WADTSTANCE OF9.01 FEET;3) S 53"36'57" W A DISTANCE OF 137.96 FEET;4) N69.03'32" WADTSTANCEOF 125.51 FEET;5) N 45.55'30" W A DISTANCE OF 85.83 FEET; TIIENCE DEPARTING SAID SOT]'IIIERLY LINE OF SAID TRACT A, VAII-/ LIONSIIEAD. FIRST FTLTNG TTIEFOLLOWTNG TTTREE (3) COURSES: l) WADISTANCE OF 8.53 FEET;2) N 86"51'43" E A DISTANCE OF 167.40 FEET:3) N 03'08'17' W A DISTANCE OF 3O.OO FEET TO A POINT ON TIIE NORTIIERLY LINE OF SAID TRACT A, VAILIIONSHEAD, FIRST FILING; TI{ENCE AIONG SAID NORTIIERLY LINE OF SAID TRACT A, VAII-/LIONSHEAD, FIRST FILING N 86"5i'43" E A DISTANCE OF 125.01 FEET TO TTIE TRUE POINT OF BEGINNING. SAID PARCEL CONTAINS 0.63 ACRES OF I-AND MORE OR LESS. l: 2,7599 F- wf{,K,$ P1800-899\877\Docs\TRACT A EXHIBITTTRACT A E)GIIBIT.doc +#s lf *a*.if"rJ rJI triti i}"q hq {} {-rf TO: TOWN OF VAIL COMMUNITY DEVELOPMENT FROM: BILL ANDERSON, GM, LION SQUARB LODGE DATE: MARCH 30,2006 RE: TENT PLAN FOR LION SQUARE LODGE Hello, Lion Square Lodge would like to enhance our lodging business and the business in Lionshead by renting or leasing a tent to be placed on Tract A, which is the lawn area directly south of the main lodge building here at Lion Square Lodge. We have contacts in Denver that have expressed a great need for more natural settings in the Vail Valley for weddings and events. With the loss of the tent at the Marriott in Lionshead, we feel that there is a need and opportunity for all businesses in Lionshead to benefit from weddings and group functions that will host more than 200 people. These visitors to Lionshead will also frequent the local retail outlets and restaurants, and may plan additional functions such as rehearsal dinners and the like. Timeline of Functions-we anticipate erecting the tent by June 15 and removing it by October 1 annually. We will likely lease the tent but may purchase one at a later date if this effort succeeds. Parking-our intention is to host the wedding and the guest will primarily be housed at Lion Square Lodge and Montaneros, so we should have sufficient parking on-site. Location-Tract A is located on our south lawn and is just west of our pool area. Please see the attached map. Amount of People-we anticipate weddings and group functions that will house 100-250 people. We have restroom facilities by our pool area, just a short distance away. How many events-We hope to hold 10-20 events per summer season. Type of Invents-Weddings and group functions. Liquor license-we are in the process of applying for an additional liquor license for this area with Mezzaluna, our restaurant operator. Please feel free to call me should you have questions or need additional information. €rk General Manager Lion Square Lodge 970-477-4432 :*.Nir$ Design Review Action Form TOWN OFVAIL ProjectName: Lionsquare Lodge ProjectNumber: pri0G0035 Project Description: Remodel of pool area, new fence and landscaping Owner, Address, and Phone: Lionsquare Lodge Condo. Association 660 W. Lionshead Place 477-4432 Architect/Contact, Address, and Phone: Ethan Moore, DWI Project Street Address: 660 W. Lionshead Place kgal Description: Tract An Vail Lionshead 1'r Filing Parcel Number: 210107207005 Comments: Building Name: Lionsquare Lodge Motion by: Seconded by: Vote: Conditions: Board/Staff Action Action: Execution of Town of VaiI encroachment sgreement Approval Letter from Vail Associates StaffApproval Town Planner: Dominic Mauriello Date: 3l2ll00 Project Name: Lionsquare Lodge Document I DRB Fee Paid: 20.00 Design Workshop, Inc. Landscape Architecture Land Plarning Urban Design Tourism Plannins Transmittal To: From: Date: Project Name: Project #: Subject: Copy To: Dominic Mauriello Ethan Moore March 20,2000 Lion Squme Lodge Pool Amended site plan The following items are hansrritted: p Herewith l- Separate Cover f As Requested f: For Review l- For Files p For Approval l- For Information O.uantity: 2 Remarks: Dominic: Descrintion: Site Plan and Planting Plan Please note the following changes made to this plan, per our conversation: l. The fence has been set back from the Town of vail recreation path to l0'2. Notation for provision ofan erosion control barrier has been added. I spoke to the contactor and he said the type of ba:rier might vary depending on the level of run-off encountered, so we have just stated that the necessary barriers will be erected. Ifyou must have a detail please let me know. 3. Notation regarding the location of the Gore creek flood plain has been added4. Landscaping has been added on the southwest corner ofthe pool deck. Thanks, Ethan Moore DESIGNWORKSHOP Albuquerque ' Aspen ' Denver. Jackson Hole. Phoenix. Santa Fe. Tahoe. Vail . Santa Cruz. Santiago. 56o paulo 953 S. Frontage RoadWest Suite 102, Vail, CO 81657 . (tel)970476-8408 . (fax) 970-476-84W www. designworkshop. com 7norn"*'!Transmittaf O Tourism Plamins Date March 7, 2000 To Dominic Mauriello From Ethan Moore 953 S. Frontage Rd. W. Suite 102 Vail, Colorado 81657 Job Number 970-476-8408 FAx476-8409 Subject Lionsquare Lodge The following items are hansmitted: fi Herewith ! Separate Cover ! As requested El For review ! For files ffi For approval I r'or information Quantrty I Description DesignReview Submittal Remarks Dominic, Attached please find our submittal documents for Design Review for the pool renovation project at Lion Square Lodge. The first page has been filled out completely and sigrred by Bill Anderson, the owners representative. I have documented all the rernaining pdect data on an attached sheet, specifically including the following: o Description of the requestr List of proposed materialsr Proposed landscape scheduleo Description of trees to be removed (2 aspens)o Additional sitework descriptiono Statement of no additional utilities provided to siter Request for staffapproval ofproject.r Cut-sheet for wall mounted step lightso Preliminary letter from Fred Haslee of the water district approving the expansion of the current encroachment into the sewer right-of-way. Bill and I have met with Fred, reviewed the plans, and an executed formal agreement letter is in process. When this is completed we will submit it to be appended to tlese documents. The attached drawings contain the following information: o Sheet 0- Vicinity map and cover page o Sheet l- Site plan and planting/ lighting plan. This plan contains spot grades showing all vertical relationships, and references cross-sectional details showing design intent. DESIGNWORKSHOP a o Stieet 2- Details Sheet 3- Materials and Finishes. This sheet consists ofpho used. Examples are taken from the Cordillera Valley Club, utilize the finishes pointed out in these photographs.r Sheet 4- Existing Site Photographs. I included this sheet to clearly show what work is being done and what existing site elements are being replaced or renovated. With the exception of the pool fence enclosure, which rs required by the State, no new elements have been added to the site that didn't already exist in some form before. The fence, (demonshated in the photographs) is a simple yet quality steel system that is intended to visually "disappear" and be transparent in nature. It is ow beliefthat any fencing system that is "bulkied' or less transparent would be a visual detriment to the area. Based on the above, it is our hope that a staff approval for this project will be possible. It is the intent of Lion Square Lodge to initiate this project in Mid-April. As I hope this package demonstrates, this project will represent a major visual improvement to the public and private area surrounding the Lion Square Lodge and the ski yard, and will help set a great example to other private property owners regarding the upgrade of their properties. Ifyouhaveanyquestions,pleasecontactBillAnderson(477-4432)ormyselfat4T6-8408. Iwillbe out of my office until Monday the l3th. Sincerelv. o tography and it is showing the materials to be the intent ofthe project to Ethan Moore DESIGNWORKSHOP lnfication for Design neview,{eororl Lion Square Lodge March 7.2000 Description of Request: To renovate the exterior pool and spa area of the Lion Square Lodge by implementing the following items: 1. Remove the existing carpeted upper and lower concrete terraces, replace with colored stamped concrete 2. The lower terrace will be slightly enlarged to accommodate increased seating and circulation around pool 3. Resurface interior ofexisting pool 4. Remove existing dual exposed concrete stairs, replace with single stamped concrete stairway flanked by stone veneer cheekwalls 5. Remove existing T-l I I wood spa deck and {iberglass spas, replace with custom gunite spas set into ground, surrounded with stone veneer retaining walls and boulders. Deck of spa area to be stamped concrete matching pool deck 6. Provide heated surface connecting lodge building with spas and pool 7. Connect upper terrace and lodge to pool terrace with ADA compliant path (no ADA corurection currently exists) 8. Completely remove existing T-111 spa equipment building, place equipment interior to Lodge building. 9. Rernove existing T-l I I siding and rotting railroad fie baseboards on east end of Lodge building, adjacent to upper outdoor terace. Replace with concrete foundation and stucco walls to match existing building. Replace existing wood door with steel doors, painted to match building 10. Install new landscaping (Aspen, Colorado Blue Spruce, AnnuaU Perennial beds) around new spa area 11. Install fence enclosing pool area fully compliant with Colorado State Board of Health regulations. Fence to be black steel with 6x6 wood posts, designed to visually transparent. List of Proposed Materials 1. Wall materials. Existing T-l I I siding to be replaced with exterior wall board with stucco finish to match existing stucco on building. 2. Doors. Existing wood door to mechanical room surrounded by T-111 siding to be replaced with steel door, to be painted to match new surrounding stucco. 3. Hand Rails. Steps in site will have code required handrails, to be tubular steel meeting all ADA requirements, painted dark brown to compliment stone veneer of adjacent new walls 4. Deck Rails. Deck railing around upper new spa to provide 42" barier per ADA regulations, to be tubular steel, painted to match hand rails. Cross section of railing system shown on drawing detail sheet 5. Retaining walls. Al1 new site walls (max height 4') to be stone veneer'"Telluride Dark Dry Stack" with sandstone caps, as shown on site materials and finish drawing. 6. Wall mounted down lights. These 5 low intensity lights will be mounted to provide accent and safety lighting for the step are4 as shown on the plan. Attached specification sheet on fixture is included. The height above grade for each fixture will not exceed 24*. All fixtures shall be BEGA model 2855MH, recessed wall luminaire, 5500 lumens, with an approximate 6'x8' luminous area (.1 footcandle at 6'). Prriposed Landscaping O BotanicalName CommonName Ouantity Size Picea Pungens Colorado Blue Spruce 4 8-10 feet Populous Tremuloides Aspen 4 8-10 feet, multi tunked, 2" minimum caliper Changesseasonally AnnuaVPerennialbeds 700s.f. Existing trees to be removed Two aspen trees, located immediately east of the existing wood spa deck , will be removed. See photograph on existing site photography drawing. Additional Sitework All disturbed areas of site construction not landscaped will be resodded to match existing sod in area. Existing irrigation system will be repaired to maintain existing inigated coverage. Irrigated area is not increasing. New appropriate heads will be installed for plant beds. Utility Location Verification No new utilities are being added to site. See attached letter from Upper Eagle Valley Sanitation District regarding encroachments into utility easement. O ApprovalProcess It is the position and desire of the applicant that this application be reviewed and approved by staff, according to section V- Staff Approval, paragraphs B and C, on page 6 of the DRB submittal form. All work on this project is replacing and enhancing existing facilities, with the exception of the addition of a pool fence enclosure, which is required by State Board of Health regulations. Please direct any qestions regarding this submittal to the applicant: Bill Anderson, General Manager Lion Square Lodge, 4774432; Or the applicant's landscape architect: Desigrr Workshop, Ethan Moore, 476-8408. Recessed luminaires with wlrrle glass diffuser Jor wet locations. Bright reflector. Color: Black Recessed 2811:9'x8%"x4" 2822: 113fti x 13%' 2832: 113/6' x 13Ya' Lumen A x 55/,a' x 55lo' '4 ,i, Lamp 2811P Recessed CEE 1 l8wPLC 1250 lMH Recessed 6ll7t 1 70WED-17MH5500 15 Becessed af.t\ 1 50wE-17HpS 4000 28nP Recessed 4EE 1 26W PLC 28325 Recessed cEE 1 s0wE-1 /i 91/a 1'17/s 6./1 6 7,r 4000 11//a 133/a 5'.,, 5l\t 5:r,o2txl2MH Flecessed GED 1 70W - 17 MH 5500 'll,k '13 v" Recessed luminaires with lully shielded light source. Suitable for wet locations Clear tempered glass behrnd die cast aluminum louver/guard Color: Black Recessed opening: 2855: 9"x 8%" x 4' 2866: 113/6" x 13Ya' x 5j/'"|.lLampLumen A ?855p necessed @ 1 18W PLC 1250 9lt 9:/1 o 'jq I 1 17a 131.5 t,,, ] 9%!l:'fi- 2866MH Recessed 4EE 1 TowED-1zMH 5s00 117/a 13Y' Received Oo-Mar-07 01 :21pm" ?-@7-2M 1:26PM FRotltc[{ souARE ADMTN 3764774438 ,F-xi*,x#::,r- (07b) 47e.t4$O r FrX OtO) 4?geOee Marsh 2,2000 Mr. Bill Andcrson Liorr $quare Lodge 650 West Lionshsad Placc Vail, CO 81657 $uffect Proporcd Expcurioa of ths Eeremont, south of tho Lron $guerc Lodgo in thc cxlrtlng udlliy orscnent. Dcsr BiU. As discussed Et our mceting on Fch,nury 2g\ thc Dictrict will allow the expaasion ofthc aungnteneroachment to occur. Howwcr, to Urtng *ris up to curftot spccifieation, i now En6oachrnenrAgreenett wtth thc Distriot will nccd to bc cxccutsd. I havE cncloscd a draft copy of theDistrist's Bncroachmenl Alrsotnollt, Flcasc couplete this agrccmenr anA r*urn'to thc District as soon a* poerible ro that it mry bc finslized. If you havc any gnstions pleasc conuct th! Dis*ict. Sinccnly, \$"d9" \\*r$$ Fred 8. Haslee Regulatiogs Admininramr Altachmdru EncrcachrncntAgreeanent Dlrft FSlVmw from 9704774438 + DESIGN $J0RKSHOP WATER, WAsrErvAlEF, OF€FAno$6 ll Mrflrc&rgr.rr gennces f :\t JUtSDtlm'lO3\COt{StAVqMgIT3RS\FEt{O\OitS0O-d.doc page 2 P.2 o\N - Town of Vail qtnmont of Community lrev€lopment 75 S. Frontag€ Road Vall. CO 81657 o Cn Receipt No. 1*-D^e e4-t Q) make checks payable to the TOWN OF VAIL Account No.hem No.Code #Cost Each Total 001 0000 314 1110 Zoning and Address Maps ZA $5.00 00 0000 314 1112 Uniform Building Code - 1997 - Volume 1 &2 CB $s0.95 001 0000 314 1112 Uniform Buildins Code - 1997 - Volume 3 $57.20 001 0000 3141't12 International Plumbing Code - 1997 CB $36.00 001 0000 3141112 Intemational Mechanical Code - 1998 CB $35.00 001 0000 314 1112 Uniform Mechanical Code -1997 $33.60 001 0000 314 1112 Unitorm Fire Code CB $36.00 001 0000 3141t12 National Electrical Code UE $37.00 001 0000 3141112 Abatement ol Dangerous Blclq.'s 1997 $9.95 001 0000 314 1112 Model Energy Code - 1995 $10.00 001 0000 314 1112 Analysis of Revisions to 1997 Uniform Codes $12.7s 001 00003141112 Other Code Books CB 001 0000 3't4 1211 Blue Prints/Mvlar Cooy Fees BF $7.00 001 0000314 1111 Xerox Cooies XC $0.2s 001 0000 314 1111 Lionshead Master Plan ($1.80/S1.60)MS $40.00 001 0000 314 11 11 Studies, Mast€r Plans, etc.MS 001 000031s3000 Penalty Fees/Re-l nspections PN 001 0000 311 2300 Plan Review Rech€ck Fee ($40/per hour)PF 001 0000 315 2000 Oft Hours Insoection Fees OH 001 0000 312 3000 Contractors License Fees 001 0000 312 4000 Sign Application Fee SP s20.00 001 0000 312 4000 Additional Sign Application Fee SP 001 0000 311 2200 Design Re\rievr, Board Fee (Prepaid)DR n'"W 001 0000 315 3000 Building I rvestigation Fee PN 001 0000 240 3300 D€vgloper lmpro/em€nt Agreement Deposit D2-DEP1 0 AD 001 0000 312 1000 Restaurant License fee (TOV)RL 001 0000 230 2000 Spec. Ass€ss.-Restaurant Fe€ to Co.D@t.Rev.SA .001 0000 201 1000 Tsxable @ 4.5% (State). Tax pavabl€TP -001 0000 310 1100 Taxable @ 4-0% {Town) - Retail Sales Tax 17 Other/Itrlisc. -MS 001 0000 311 2s00 PEG APPUCANON FEES 001 0000 31 1 2s00 Mditional GRFA - "250"PV $200.00 001 0000 311 2500 Conditional Use Permit PV $200.00 001 0000 31 1 2500 Extorior Alteration - Less than 100 so. ft.PV $200.00 001 0000 31 1 2s00 Exterior Alteration - Mor€ than 100 sq. ft.PV $500^00 001 0000 31r 2500 Special Dwelopment District - NEW PV $1,500.00 001 0000 311 2500 Special Dwelopment District - Maior Amqrd PV $1,000.00 001 0000 311 2500 SDecial Devdooment District - Minor Amend PV $200.00 001 0000 311 2s00 Subdivision Fees PV 001 0000 311 2500 Variance PV $2s0.00 001 0000 311 2500 Zoning Code Amendments PV $2s0.00 Re-Zoninq PV $200.00 001 0000 319 3100 Greenstar Pioqram Other -MS TOTAL:.-f/6. e<) Comments: I z ,4""/ht.not 1l-(toaQs-< Gash _ Itonsy mer #Received by:Gheck # F:/Evolvons/ForrElsalesact.ax€ " nrcuvnprnou s j#z {or, Folice Reccipt - GAIMIil gTY '-lff'S#'ffi I *, Iii,,#uk?h,t** milT Ip lt mt.tr rm D( ffiT$f,et T,E: T{lTfl. ofo(frll{t TEoEnEl es.sl3:$lr* HC.Htts.fi TI*I( ilU flN YOfr FRIE{T! C;teo"- Vail, March 20, 2000 Planning Staff Community Development Department Town of Vail 75 South Frontage Road Vail, CO 81657 To Whom It May Concern, This letter is to inform the Town of Vail planning staffthat Vail Resorts, Inc. inrends to enter into an lay-down and use agreement with the Lionsquare Lodge Homeowner Association and RA Nelson Construction Company. This agreement will allow for access and use of Tract A, Vail Lionshead First Filing, during redevelopment of the Lodge's pool area. Additionally, Vail Resorts will cooperate with the Lionsquare Lodge and the Town of Vail planning staffto ensure that revegetation of this site is uniform in style and aesthetically pleasing. The Vail Resorts legal department will forward a copy of the lay doum and use agreement once it has been completed and signed by both parties. Kindly direct all questions regarding Vail Resort's involvement in this project to Jonathan Greene at 845- 2629. Sincerely, Post Office Box 7 . Vail, Colorado . 81658 Phone: 97O-845-25OO www.va .com North AnericaE #1 Resort -----'\-.--\^ V^'! RErorrr Ltanaqute lel6 tE n II t ir i'Iil *o* r.r rooo I -..2-. \,'./ \]----a- ---L-.-- Bill Jensen Senior Vice President and Chief Operating Officer, Vail Bill Anderson, Lionsquare Lodge JeffBabb Jonathan Greene TOWN OF VAIL 75 S. FRONTAGEROAD VAIL, CO 81657 DEPARTMENT OF COMMUNITY DEVELOPMENT 970-4t9-2r38 L+S. LL."-'\r- ['tlq',-\/lNOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMFS \Js5a ADD/ALT MF BUILD PERMIT PCTMit #: BO5{355 Job Address.: 660 LIONSHEAD PL VAIL Sams.....: ISST ED [,ocation......: LIONS SQUARE IODGE 358 Applied...: llllll20fls Parcel No....: 2101Ct203010 Issued ...: lll22l2ffi5 Irgal Description: T(1SA5- _Ot.(Z Expires...; Os2lnffi Project No...: OWNER HARIRT, VICTORIA IIIARIA & MOR11/11/2005 14555 IJEVAI\T RD 409 LIVONIA MI 48L54 APPIJICSIIT SRE BUTIJDERS, rNC LL/L]./2005 phone: 9?0-375-1536 PO BOX 6375 VAII., co 81558 L,icense:703-b CoNTRACTOR SRE BUTTTDERS, rNC LL/L1,/20O5 phone: 970-376-1536 PO BOX 5375 VAIIJ co 81658 Lricense:703-b Desciption: BUILD CI{ASE AROI]ND FIREPLACE Occupancy: Type Construction: Tlpe Occupancy: ?? Valuation: $500.00 AddSqFt: 0 Fircplace Infonnation: Rcgicad: Y # of Gas Appliances: 0 # ofcas Logs: 0 #of Wood Peuct: 0+*'t'{*+*t*1,|tt*ii********'||d'**a*|+||+|*+*+l.:tt*ti.tt|'rt|t$*i.|'t*||.*|.{.|EEsY &dlding----> $23.50 Resnrer t Plan Review-> Plan Check--> $15.28 R€cr€{tion Fee--> 30.00 Total Calculaed Fees-> ${11.78 Investigation- > Will Call----> 90.00 TOTTAL FEES----> $3. OO 50.00 AdditionalFecs--> $41 .78 To0l Ibmit Fee--- > s0.00 ${ I .78 $41.78 s0.00BAI.,ANCE DUE----> a *:a{.tt:t*{.{4t***a**a**a'l*a{r:t*******} Approvals: Item: 05100 BUILDING DEPARII{EIIT 11,/1112005 aIRU Action: AP PER eONSOtrATrOlr WITH iTR It'EM: O54OO PIJAN}IING DEPARTIIENT ITErN: O55OO FIRE DEPARTT{EbTT Item: 05500 PITBLIC WORKS See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, ard stat€ that all the information as required is correct. I agree to comply with the information and plot plan, to corrply with all Town ordinances rnd stat€ laws, and to build this stnrcture according to tlre towns zoning and subdivision codes, design review approved, International Building ard Residential Codes and of the Town 4plicable trereto. REQI,,ESTS FOR INSPECTION SHALL BE MADE TWEMY.FOI'R HOIJRS IN PM. OFFICE FROM 8:m AM - 4 PAGE 2*'t*'*|'t't'tl.'t****'******!t****!i*+*!t***+!s*!**:t**:t|t******t*!Nt|t!***|t|t*'t****'}**{.*:}*!t:}**!t.*******!t***!t!t****i| CONDITIONS OF APPROVAL Permit #: B05-0355 as of ll-22-2005 Status: ISSUED *:}*{.****{.***'r*****'|.*:|*:|t*'r+*'t't*{t'|.'t*'|t*'T*,$*!**'t********************!k***!s****,f******'r*{.!x*{.!F*,t**{.'*{.** Pemdt Type: ADD/ALT MF BLJILD PERMIT Applied: llllll?nDs Applicant SRE BIJILDERS, INC Iszued: tll22l2W5n0-37G1536 To Expire: Oslzllzffi Job Address: 660 LIONSHEAD PL VAIL Location: LIONS SQUARE LODGE 358 ParcelNo: 210107203010 Description: BUILD CHASE AROUND FIREPLACE Conditions: Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQLIIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CFTIINGS, AND FIOORS TO BE SEALED WITH AN APPROYED FIRE MATERIAL.Cond:l i (FIRE): FIRE DEPARTMENT APPROVAL IS REQTJIRED BEFORE ANY WORK CAN BE STARTED. Cond:40 (BLDG): (MFR/COMM) FIRE ALARM REQURED PBR NFPA 72. t*'i****llll++++++****t+a*l'a'*{'*tl'tlllr{r*****{'**'}lt***a******'t*'}'}'}'}*'}*******,}!t****+++,t++*l***** TOWNOFVAIL, COIORADO Stat€mcnt*a**llffall+++++*********lta.lt****l'1.+lt't'l****l'lll*t**l*l{.***l'***'}**{r****'tafftf+*+***+**+++*a'tf* Stat,ement Number: R05000201S Anount: $41.78 LL/22/20O509:18 Al|t Palment Method: Check Init! DDcNotation: 2O70 SRE Builders Permit No: 805-0355 T}lT'e: ADD/]I,I'.,T MF BUIIiD PERMTT Parcel No: 2101-072-0301-0 Site Addre6s: 660 IJIONSHEAD PIJ \ILTIJLocation: IJIONS SQUARE IJODeE 358 Total Fees: s41.78This Palment: $41.?8 Total ALL Pmts: $41.7eBalance: $0. o0**************{.{t***l*{'*l't{rarlr**t **l'{.1.**{.{.*****'}******'*******:}*******{'********!$*+*++++++**a'}t* ACCOUNT ITEM LIST: Account code Description Current PmtsE BP OO1OOOO31111OO BTITLDING PERUTT FEES 23.50 PF 00100003112300 PLAJI CHECK FEES L5-2A wc 00100003112800 !|.ILL CALL rNspBerror[ FEE 3-oo tl APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS Project #: requ CONTMCTOR INFORMATION o5;- ofVaF6:s--f mwu0F 75 S. Frontage Rd. Vail, Colorado 81657 General Contractor: SKa Buit4as iJtr<. ,O*83' R€frNO:Contact and Phone #'s:' ? 7a 3k- -t1<t Email address: Contractor Signature: 1--@-rrl COMPLETE VALUATIONS FOR BUILDIN For Parcel # Contact ffiFOROFFICEUSEONLYffi G PERMIT & Materials BUILDING: $ 5.AO ELECTRICAL: $OTHER:$ PLUMBING: $MECHANICAL: $TOTAL:8 ,tC,$ tror Parcel # Contact Eagle County Assessors Office at 970-328-8640 or visit www.eaale+ountv.comffi @ J lo\o+JjSoro Job Name: 3s8'o tro4t sd'-tcE L@Q6 Job Address:LLI h). (arxz+i+ttt /t-a<.-, Legal Description'Lot:Block:Filing:Subdivision: owners \ame:yr"r-oftf,H lAnrrer fl Addressr r.. /t,,r{ fD *"n Lr*"**,^ll ArchitecVDesigner:Address:Phone: Engineer:Address:Phone: Detailed description of work: 6r'^,5"0 c-tt/\st *tza.x^to *l6t-t (rtcg fuA,.tE, WorkClass: New( ) Addition( ) Remodel p{ Repair( ) Demo( ) Other( ) Work Type: lnterior pfl Exterior ( ) Both ( )Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family{, ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building:No. of Accommodation Units in this [uilding: ]y' Noffype of Fireplaces Existing: Gas Appliances ( ) Gas Loos fX WoodiPellet ( ) Wood Burning ( No/Type of Fireplaces Proposed: Gas Appliances (X Gas Loos ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED) Does a Fire Alarm Exist: Yesfd No (Does a Fire Sprinkler System Exist: Yes Q( ) No ( DocumenE (1t TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGEROAD VAIL, CO 81657 970-n9-2t38 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT PCrMit #: MO5-0305 Plan chcck-> s1s . 00 ToTAL FEES----> S?8 . 00 Arlditional Fees-----> Investigaion- > Will Call---> $o. oo $3.00 90. 00 Total Permit Fcc-----> S?8,00 Payments--------- > $78.00 BALANCE DUE__ >$0. oo IICN: O51OO BUII,DING DEPARTMENT L2/oL/2oos ,rRM Action: AP IIEM: 05600 FIRE DEPARTIIIEI T CONDITION OF APPROVAL Cond: 12 (BLDG.): FIEL,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPITIAIICE. Condz 22 (BI,DG.): COMBUSTION AIR IS REQUIRS PER CHAPTER 7 OF TIIE 2OO3 IMC AND SECTION 304 OF TIIE 2003 IFGC AS MODIFIED BY TOWN OF VAIIJ. Cond: 23 (BIJDG.): BOIILER INSTAIITATION MITST CONFORIT{ TO MANIIFACTURERTS INSTRUCTIONS A}ID CITAPTER 10 OF THE 2OO3 IMC. Cond: 25 (BI.,,DG.): GAS APP],IA}ICES SII3IJII BE VENTED ACCORDTNG TO CHAPTER 5 OF THE 2OO3 IFGC' Cond: 29 (BI,DG.): ACCESS TO MECIIA}TICAIJ EQUIPMEIqT MUST COMPIJY WITIT EHAPTER 3 OF TIIE 2OO3 IMC AIiID CHAPTER 3 OF THE 2OO3 IFGC.. Brg- 0355- Job Address: 660 LIONSHEAD PL VAIL Status . . . : ISSUED Incation.....: LIONS SQUARE LODGE 358 Applied . . : ttt28/2ffi5 Parcel No...: 210107203010 Issued . . : l2lV2l2W5 Legal Description: ;r -, Expires . .: O5l3ll2ffi6- "-P';j"Jil , rfJ a5'o5t// owNER HARIRI, VTCTORIA MARIA & MOR11/28I2005 14555 I,EVAII RD 409 IJMNfA MI 48154 APPLICAI{T WESTER}I FIREPIJACE SltpprJy, lN]L/2e/2005 phone: (719) 591-0020 1685 PAONIA COIORADO SPRI}IGS coIJoRADO 80915 License: 323-M CoNTRACTOR WESTERN FTREPT,ACE SUppIry, I,NLL/2g/2005 phone: (719) 591-0020 1585 PAONIA COIJORADO SPRINGS corJoRADo 80915 License:323-M Desciption: installation of one gas fireplace with venting pipe Valuation: $2,296.84 Fireplace InfornEtion: Restricted:# of Gas Appliances: 0 f ofcas Logs: 0 #of Wood Pc||€t: 0 Mechrnicrl-> $60. oo Restu rnt Plan Review- >So. oo Toul Calculated Fees- > $7s.00 Cond: 31 (BLDG.): BOTLERS SHAI-,IJ BE MOI]IITED ON FLOORS OF NONCOMBUSTIBLE CONST. ITNIJESS IJISTED FOR MOI]NTING ON COMBUSTIBLE FLOORING. Cond! 32 (BI.,DG. ) : PERMTT, PLANS AND EODE AI{AIJYSIS II{UST BE POSTM IN MECIIAIiIICAIJ ROOM PRIOR TO A}I INSPECTION REQT]EST. Cond: 30 (BLDG.): BOrI-,ER ROOMS SIIALI-, BE EQUIPPPED WfTH A FIJOOR DRAIN OR OTIIER APPROVED MEAIIS FOR DISPOSING OF ITIQUID WASTE pER SECTION 1004.5. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and $tate that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and sate laws, and to build this structure according to the towns zoning and suMivision codes, design rcview approved, International Building and Residential Codes and other ordinances ofthe Town applicable thereto. REQIIESTS FOR INSPECTION S}IALL BE MADE TWENTY.FOUR HOTJRS IN ADV PM. SIGNA AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 OR CONTRACTOR FOR HIMSELF AND OWNEF t**l***{'*****+******t*{.*++r.**f*+{r***+t++*+++*fta+t+*+**********f*t*+++++++*+f*t+*t*********{' TOWNOFVAIL, COIORADO StatENn€ntl'l*****+*********{'{'********++++'t*++tt+++++++*aatf+*+**++++****tltllf+:t**:t+**{rtr{'{'*t****ir*r!t*{r Statenent Number: R050002069 Amount.: gzg.OO Payment, Method: Check Fireplace 001037 t2/o2/2oosto:32 All Init: DDG NotatLon: Western Permit llo: M05-0305 Tlpe: MECIIANICAJ, PERMTTParcel No: 2101-072 - 0301-0giTe Addresg: 550 LIONSHE]AD PIJ \IAILLocation: LIONS SQUARE LODGE 3S8 Total Fee6:This Palment :$78.00 $78 .00 $78.00Total ALrL, PmtE : Bala.oce: $0.00f+ttt***'i*'l**+****tttt**it**ta.1*i.**tlr*1,,i*****f*f***+*r***t***,fi.**+*r.***{.{.{.1.+++f+++t+++*++*** ACCOTJNTITEM LIST: Account Code DeEcriotion Current Pmts MP 001000031L1100 PF 00100003112300 vfc 001000 031128 0 0 MECIIA}IICAIJ PERMIT FEES PIJAIV CHECK FEES WIIJIJ CEIJIJ INSPBETION FEE 50,00 15.00 3 .00 MWNOFYAIL 75 S, Frontage Rd. Vail, Colorado 81657 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR. UNSIGNEAn"'il;;.:J;l'l:j({ros Buiiding Ferrnit #: i{O6-q Mechanical Permit #: 97 A' 47 9 - Zt49 (Ins Pecti ons) TOWilI OF VAI!_ MECHAT'i3CAL PER.MIT APF!-ICATiON Permit will not be acceoted without the foilowinq: Provide Mechanical Room Layout drawn to scale to include:o Mechanical Room Dimeniions - /: i,"J:i:ff1.flt?:if5:,:::Hi'"'::1"" ry\6 ( - 2to> o Heat Loss Calcs. Io Equipment Cut/Spec Sheets sq2- Contact Assessors O{fice at 97O-328-8640 or visit niv.com for Pa Farcel # (Required if no bldg. permit # is provided above) rob Name:L'$f\:$t>uf< LarSq{ *fag rob Address:L0t46 lA). LU:p:Vt{-Ad QLaC-L tlrLi.l , cn 1i.@56 Legal Description ll rot: li Block: ll riiing:Subdivision: owners Name:VieSl"{-5ft ll nooressi-lLt5?,}n.v**$Au[,*rqofl ll oh"qfuqfrf.;#S-,5*,*u Engineer:Address:Phone: Detailed descriptlon of work: $ gFtAeA \Ai'rt[ U.trtlbtfi{ WorkClass: New( ) Addition({ Alter-ation( ) Repair( ) Other( ) Boiler Location: Interior ( ) Exterior ( ) Other ( )Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg: Single-family ( ) Duplex ( ) MultFfamily ( ) Commercial ( ) Restaurant ( ) Other( ) No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building: No/Type of Fireplaces Existino: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burning ( No/Type of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED) Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( ) rce! # COMPLETE VALUATION FOR MECHANICAL PERMIT (Labor & Materials) MECHANTCAL: $ J., J.Q( o, CONTRACTOR IN FORMATION Mechanical Contractor: tr\#+rr n F{.polan r 5ir0\.1, Town of Vail Reg. No.:Contact and Phone #'s:9?o -{Alat- )+UO Fqx* t+o-t rdu-- S s aU (.AO$elk iaAnd,na Contractor Signature:U RFCEIVET)-+******++**: NovzSzoo5Ell. Tov€|Eit"gEv:'r" * ** *x ** x* x * x FoR oFFIcE usE oNLYx * * * * +* *x +* ** + **** x ** ** * * *** + her Feesl Planner Sisn-off:Accepted BY: dblB Fees:Date Received: fttl\^tr u3-\\t3 ,'q3( Recusrt d Inep€ct Dab: Fddry, Ilecomber 16, 2fi)5- lnrp€donAn* JRH - Slt AddrE$: 660UONSHEADPLVAIL' LKhlssorrARELooGESlt8 ArPn)Intermdsr Artfviir Etxt-ff156 Tlne: A-MFConitTnn: Occt&awsotnhr: |"|ARRI. VICTORIA MARn & rmRIEzA ADDI€ T SRE BI,ILDERS, IT.TCcohtecbr: sRE Bt |LDERS. [{C Deccrlp{bn: B.rlLD CI{ASE AROt iD FIRERAeE Rcauccbd Inspec6on(i I lbm: 90 BLDGflnd Requelbl: SRE zuILDERS, IIlc Cooimonts: ftil|c.[ 3S$9EO6. unn 358. il.ch fhnl lho rcfi|(IlN.d Asslgned-To: GDEI.EKLA Requ€€bdTlmcr 01i00ffi- Pftonr: SgE ErtrodBy: DGOTDEN K frln-rr fZoYarz- 3zb- llqo_g/_ / *lHi * Phom: 9?0'37S1536 Ptrolrc: 97(}37&15116 $rfin: lSStEDInrpfiro: JRI{ A.ilon: _ TIn6 Exp: - ctn lflso.ctton Hbnorv nem: ?26 llom: g) lbm: llom; Aciloff Dil DEI.{ED TO BE APFROVED BEFORE FRArff,lG CAtl BE APPROIrED. CALL U/FNT |s PIINT.IED FOR EXISTIM} EYIITCH BEIMi Co1'EREO IJP BY VUALL?InsD.*f: JRTI Ac0on: APAPPffO/ED1?06/txt Insp.Sr: JRU Commanulhm: 60 ElDesftcoeocft l*il *-ApproFd * AdonT APAPPROVEDIAO?Iffi lmpcctor JRM CommanCgl BLDG-Flml 21 FMf*lLC Foundalbn Plrnlbm: Z? Ftfi*lLcsfbPlln T*>9 T,r^t QPPavt-D !o at rrY RRE DEPT. l.tOTlFlCATlOt{ Run ,fid:REPT131 4032 b Requested ln3p€ct t)8te: lnspccr0onAru.:SlbAd.lrols: A,PID Infurmatlon Acttv{tv: lloS0fl}6 nDo: FMECHCoffilT!4ri: Occwc-Crcy: Ontier: PlARlRl. VICTORIA I/IARH A MORTEZA Appllcqru: YIESTERN RREPLTCE SUPPLY, lllc, Coobador: IIESTERN FIREPU\CE SUPPLY, ll'lc. %Hi## ffi'ffiigsitri8r#&iP *nilns Frp6 &sse€lsllEEEecge4($ tbn: 390 |f,ECH#lnal !ffiv' oecemtat t6,2005 6G0 UOilSHEAO PL VA|Luot{ssflJARE LoDoE t58 SttE: InspA||s: tsstrED JRII Pttom: (7tg)St{-ma0 Ptnno: (719)59t{!O20 Reqtrdor: ITESTERN RREPLACE SUPPLY. l!_.lc; Comnrrdr: t358.Buftflnoflmlaho$hedu|# -t"- Assfgnid To: JIiONORAGO}I i fA5't--- i{csini ThrEto: 10 Requestrd Tlme: 00100 At Phonr: 66t8-?76{l Enbred By:OGOLDEN K l/la--r Foteft' - Ctu Zze''l-7go ^#{ Insoccton HlsbrY h€m: AX) MECI-l-Rouoh " ADo.oY€d * te;0$05" lrlseccnor: cdavii' Acdon: APAPPROVED Comment F/P FLI,E AND FIRESOX I}.ISTALIATTO$I APPROVED €OTiPLEIE ASSEMBLY OF EXISIII.JCI CHII.ITIEY. THE ATT'rcENT I,.,NITS LIT€R IS EXPOSED.lbm: 3lO MEctfiH.afrno tte m: 315 PtM&Gss Pt*no " ADDrov€d * 12/06'05 lm6octoc''cd6vtr Acilon: APAPFROT/EDCommcnt EXlSlTl.lS GASLll.tE USED tlo lttlgpEcnoil REOI..IREDtbm: 330 UECtI-Exhaust Flodls Item: 3310 llECll-SuppiyAlrlbm: 34O MECtI-Mbc.- !tem: 390 ItECH-Flngl subr6: rmr REPTl31 Run Id: 4432 75 S. Vail, APPUCATION WILL NOT BE ACCEPTED IF INCOMPLETE OR Project #: Building Permit #: Mechanical Permit #: 97 0-479-2149 (Inspections) not be Room Di ln-,toufr.-e)r- t\30\ Cut/Spec CONTRACTOR INFORMATION COMPTETE VALUATION FOR M PERMIT Labor aterials Contad for Parcel # Mechanical Contractor:Town of Vail Reg. No.: E-Mail Address: MECHANICAL: $ Detailed description of Work Class: New ( )v Addition ( ) Alteration ( t-f Repi,r (vf Other ( ) BoilerLocation: Interior( ) Exterior( ) Other( )Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg: Single-family ( ) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant (vf Other ( ) No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building: Noffype of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED) Is this a conversion from a wood to an EPA Phase II device? Yes ( ) No ************************FoR oFFIcE usE oNLy******S[$l[]tQkf.?Qo.l*x*t ** \Wail\data\cd€v\FORMS\PERMITS\MECHPERM.DOC 07D6t2002 1-t7l P. 003/003 F-8lc!.lrl?pm Fron- Bnginoa aod o&cm. lle !b4 nay-rlyo $t*'orking 8. Clcuenses ton tlc Ouct urd hood'sball be lg'minimum !o coubutriblc materials' Pmvide approvcrt utrria ou wallbosrd il ell required ceos 8t 6e hood glrd dugt to rsdute clcdt[c€s. tw-ulshs 1, A suoko tost sbgll be pErforEcd ou tbc loods to ileb$oire bow well the hoods aaptue- itr,"r * wo UooOi),' An eqgiucor soit abruililine qfdciel cball be proreut for obsenratioa' 2. If botb boods pass thc t€et, tbc Bisting qhEltsllgn cto tEmah. If only tha left hood (as- ; lr'd"gtcossecdon b" .qrrl-p;;tt * cr"p 6'uou iiJoas. lroiitttn ttoocs tT:,ti t1}l:ti3:l* ::. trAic :)----- G\L y*v"P \L(-/t'/ *sSz.9(c ;ffipi t"d ttp-laci4 lte npw exh$st.&{g4lb-: an ioliae' greaso €xtocto! t}?e ,./ --'-t Lnl ^n"-' A edicipetc c lcw MIJA utrit sg wcll ---r-.,,r.r,.rr rarr t ^ clearanccs tou me au"t aJu*a sbsube lgrr E'iEilmE to combustible satcrials. Cumotly, co& violedonrTitl* o" Ou* ptutuuti* toCtu Ut"l* tolbe cloeet aud at thc cxtcric dcck cUova frc awt ",""C'2.1u *JA Ut t 'plascdwitb *ccmsnt boald" or otber upproraed *o."orUr*ti[iu.ttotiA, Csobustibla mirterials uoted 'dja'cEt tq f)o duct in wall. lts IvItIA intake aball b$ rodoeiSncd to be ducad dowu toward tbc Eoua4 providirt incrsascd olearaucs to tUn qlrauiii,r*iottiqn' A vsiance will bo requceted rs $e rsouled 10' clearrnpe il not &uiblc' If [bs exiethg exbaust f',Ts iliE o ,rtain, tbe duot o.unootiol8 to the fa! sball be rcworked to bePcr coda The orciethg duct clearoutd 5 ryt pea codc' Eitha lnstall ngw clssiluts per codc and &;;ly;t"ve tbc existing cleanoutc, or wwsrk tbe €ristiBg clcalouts' 7. 8. 1 r.. )L |-z/ rilpw Brym LHoulc Plc$se cElI wi& olY guestionr' Sinoaoly, {fi^l L,O \ g2ol2 9t^l\z Rccowndrdoss fs Kibbeq' TETRL P.A2 liETAt DESIGN Inc October 28.2003 Mr. Charlie Davis TownOfVail Deparhnent Of Community Development 75 Vail Road Vail. CO 81657 RE: Mezzaluna lower kitchen grease duct Dear Chadie: Please review the attached engineered drawing and correspondence from Mezzaluna regarding the existing and suggested changes to system design. If you would prefer to do another walk through let me know and I will schedule for access. I hope that this plan is of some help to us. Please feel free to contact me on my cell at 390-0186 or phone/fax at the office 479-0507. Thank you for your time and I look forward to hearing from you. Eric Curteman Metal Design, lnc. act 2 I ?003 Qtgegey. P.O.Box 3906 .Vail, CO 81658 .Tel./ Fax (970) 479-0507 MBZZALUNA FACSIMtLE ltr{.!rr$ t ?TAr: l. f:-o FAJI NUTIIEI F.HON? NI,x!ER: o q.1a- oS€ r1.: ir- | -,iq,n I.n q;to/ 2.lc,affi I 'fZo 3 ?o 6t 8e El un,seNr E ron tevtrw.O rLerrse cOprrxT Erf:.g.isE rESry E.prpagg *sc?c!e NOTBS./COMXENTSI L-)G-.-,.r Bl f e--t7 f*-'-'. a-6\"r"'^a --t.^.". A.^5f-r..t -^O I ,-,-lL.O 2oo3 .€r n<.eria<$.D L;^,t a4^,{ *''tG dd.*--D;'t Lu-+ asY f ++.- 4-^lrr.l ir trcc *frl;'''l{= rdt D.*"+.,J .-^r-,lD <t.S d- (.'.. .^r- l-- EJ tt { 6r- .-jl-.. g ^.Dtt--: ^o{ 6. .4.<-of L-/tP. . k^L tA-L -ttq-f rQ-4- (Q- V^ -'.oZ*-"-." -G.- s7 s f--.. f -r.s-C) Q*.r*-*L= .Arr -ll 6, (- C="'4 (-'.L f-A =l'^rFQ, \)afr'r4 p=- 4. e+,L-tL l-+* t.! l. ++-.,f ^ .---"lD L nr7 *o.-4.$, g-_ 624 EAST COOPER AVENUE. ASPEN , COLORADO . ET6TI PHOlsB 970. C15.54$3, . FAX 9.74.9zs-1423 mcaztlunrllpcn.com .'- oo Design Review Action Form Project Name: VA Lionsquare Parking Project Description: Parking Control Gates Owner, Address and Phone: Vail Associates, PO Box 7, Vail, CO 81658, Attn: Kirk Kelly Architect/Contact, Address and Phone: Project Street Address: 660 West Lionshead Circle ( tLtl. Legal Description: A portion of Tract E, Vail Lionshead.BerndrFiling Parcel Number. Comments: TOWN OF VAIL Buildins Name: Motion by: Seconded by: Vote: Conditions: Town Planner: Brent Wilson Date; August 24, 1998 Board / Staff Action Action: staffapproved F:\EVIiRYON E\DRB\APPROVAL\g8\LIONPKNG.WPD DRB Fee Pre-Paid: $20.00 REpT131 TOWN OF VAIL, CULORADU We/b5/SB €t8:o7 REGUESTS FOR INSF,ECTICIN HORK SHEETS FORr e/ SliA PABE T6 AREA: DD A*tivityr flddress l t".ocat i on i Far'ce 1 : Descriptionr Appl icant: ffwner: Cont.r'act on r B9S-$AA1 P/ 5./98 Type:R-trUlYlH Status; ISSUED ConEtn: ACOltl 66UI LIONSHEAD PL 66O LINNSHEAD F.LACEEltzrl-O7e-@e-ta19 Occ: Use.r Il FR ADNINE STORAGE AREA IN EARNGE (BLtrCK) Fh on e : 3O38375888SORENSEN MflSONRY LION SQURRE trH I II III E NORTH F,hone: $ORENSEN MASONRY Fhoner 303BE75BBE Inspect i on Reque st Reqtre st or; SHANE Req Timel E8;O{t Iteins r.equested to raraaso BLD6-FinaI Tire Exp Infor.nation..... SOREN$EN CommentE: L0f,ATED lre Inspected.,. IN CARAGE Act ion Commen F,hone: Inspection Histor.y... ., Itenr I rZrO5lrtr clr"iveway gr-ade f inal Item : fiq'tAlrA BLDG-Foot ings/Stee I Item: OrZrrZrlrZr BLDG-Fsundat i on/Stee1 Item: lAlASeO FLAN-ILC Site F,lan Item I lZtfitASCl BLDB-F*am ing . Item: r7r004rtr x * Not 0n File * * It em : lilrztctggt BLD6-InsLrlat i on Itenl A0O6ra BLD6-Sheetroek Nail Item: oa'raBo * * Not 0n File * * Item : tZilZilZrTrA FLDG-Mise. Item : tltZt0t9O BLDE*Final Item: 8iZr53E BL_DB-Tenp. C/0 ItBm: AA53 I FIRE-T'EFIP. C/n Iten: rzrrASf,g F'W-TEfiF. C/A Item: EtO533 F,LRN-.TEMF,. C/n I t em : rara537 F,LRN-F INAL C/O Item: tZtO538 FIRE-FINAL C/0I ltemr 8ff539 PW*FINAL n/O Item: rZrOS4A BLDG-FinaI E,/n !r4".-.+. ., .-4ia TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT75 S. FRONTAGE ROADVAIL, CO 8165? 970-479-2t38 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT Permit ALt TIMES #: 898-0001ADD/ALT COMM BUILD PERMT Job Address: 660 LIONSHEAD PLLocation...: 660 LIoNSHEAD PLACE ParceI No.. ; 2101-072-02-AL9Project No.: Stalus. . . Applied.. Issued. . . Expires. . Phone: 3038275882 Phone; 3038275882 flOf Uood/Pattet: ISSUED oL/06/LeeB 0r/06/Lee8 07 /05/Lee' APPTICANT SORENSEN MASONRT P O BOX 667, MTNTURN CO 81645 CONTR,ACTOR SORENSEN MASONRY OWNER P O BOX 667, MTNTURN CO 81645 IJION SQUARE PH I II III & NORTH 660 rf LToNSHEAD PL, VArL CO 81657 Description: ADDING STORAGE AREA IN GARAGE (BLOCK) REPLACING WOOD STRUCTURE WITH CINDER BI,OCK Occupancy: 81 Type Construction: I1 FR Type Occupancy: Valuation: Fircpt.ce Inforaatidt: Restrictrd: B1 Type II Fire ReEistive ******tr*ffi***l*t**************i*******i***f,i*****ffifi*** FEE SUllllARy **i********ff**********i*ft*********ff*t****ffi****t****** Bui Lding-----> Ptan Chcck---) Invcatigltion> [itt Cat l.----> 115.m Rcstuarant Ptan Rcvleu-->.00 Total catcutat.d Fees--> 29?.7574.75 DiB.m Rccreation F4---------> 5.m Ct.an-Up Deposit--------> DECLARATIONS 6r100 flof car Apptianccg: Add sq Fr: fof Gas Logsr .00 Additional, Fces--------->.00 Total. Pernit fce-------->1fft.00 Paynents------- sr*r**r**f,*ffi*r**'**r***********o*lllll-llii;;;;;;;;;;i********i*;H**n****ilHlii*llfr;;;;;;L-*--***.iff*** ItEM: .O51OO BUILDING DEPARTMENT Dept: BUILDING Division:OI/06/L998 JRM Action: APPR APPROVED JRl,fIIbM:'O54OO PLAIINING DEPARTMENT- - DeDt: PLANNING Division:ItEM: 05600 FIRE DEPARTMENT DEbt: FIRE DiViEiON:Item: 05500 PUBLIC WORKS Dept: PUB WORK Division: trf,*ffi*ffifttt****ft*t**fr*tft*trt*t****t***tt*tft*t****i***f,****f**t***ti*t*f,t**t**i*ttt***** See Page 2 of thie Document for any conditions that nay apply to thie permit. .00 29?.75 29?.75 accurate p[ot lnd ptot pt!n, suMivision I hcr.by ackrcltedge thst I h!v! read this app(ication, fil,l,ed out in fu , the infornation nequinad, comptcted anptan, and st.t. that atl thr information provid.d as rrqui rcd i3 correct, I agr.. to corpl,y with the lnformtion codc3, dctign rlvi€u .pproved, lrnJforr Buitding Codc rnd othrr ordinanc$ of tha Toyn +pticabl,! REQI'ESTS FOR IIISPECTIONS SHALL BE I.IAtlE TIIENTY-FOUR HOUIS TN ADVAIICE 8Y TELEPHO E AT slnd CLaan-Up Drposit To: 9ORENSOI{ ltASoMRy INC FICE FROfi 8:00 Att ******************************************************************************** CONDITIONSPerrnit #: 898-0001 as of 0L/13/98 Statug: ISSUED******************************************************************************** Permit ',tYpe: ADD/ALT coMM BUrLD PERMT Applied: oL/.06/.L998 Applicant: SORENSEN MASONRY lesued: 0L/O6/L998 30382?s882 Io Expire: 07 /O5/L998 Job Address:Locationr 660 LIONSHEAD PLACEParcel No: 2101-072-02-0L9 Description: ADDING STORAGE AREA IN GARAGE (BI,OCK) REPI,ACING WOOD BTRUCTURE VIIBH CINDER BLOCK Conditions: 1. FIRE DEPARTI|IENT APPROVAIJ IS REOUIRED BEFORE ANY I.'ORK CAN BE STARTED.2. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIA}TCE. o)*concact Eaglh couirt, o="""=o.sQfr"" { at'9f0-328-8640_for P-arce1^/l-. TOWN OF VAIL CONSTRUCTfON rpARcEj. iltzlDl-072-oL- Ot? pnnrqrr AppLrcATroN FoRM ,l._-' omtztrfulT r/r/rr PERI.IIT # T APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NoT BE AqSEPTEDU tA_tr*tt**************************** PERMIT fNFoRMATfoN *****************************rl lLffiiraing [ ]-plumbing [ ]-Erectrical I J-Mechanibal [ ]-orher Legal Description: Lot Brock--rf rrrrnn'ht' *;j#jrli*#r,-"/@,- o$/ners Name: l;-siurn< LJ., d* Address: Architectz 4d4( Address: Ph. Ph. ceneral Descripti on jnsttlLfy'o,1 o{ ('tvlv :s(aro work class: [ ]-New I J-Atteration [af-aaaitionar [ ]-Repair [ ]-other Nurnber of DweLling Units: -_ Number of Accomrnodation Units: n)*o"t and rype of Fireplaces: Gas Appliances- Gas Logs_ wood/petlet_vfir******************'{************** vALUATToNs *********************************t ly*lflq' 'IJ4LUD.Z- Er,ECrRrcAL: $ g*HER: $PLtn{BrNG: $ - MECIiANICAf,T $-] ;;;il; * t lhone Number: SHgg Electrical Contractor: m^*'^ -- r,-r.r *-Address: _ Town of Vail Reg. No._--phone Nrrmber: Plunbing Contractor:Address: Town of Vail- neg. No.--_.-.,,,-phone Number: Mechanical Contractor: Address:Towir of VaiI Reg, NO. Phone Number: FFrCE USE ******************************* BUILDING PI,AN CHECK FEE: PLUMBING PI,AN CHECK FEE:}.TECHANICAL PIAN CHECK FEE: RECREATION FEE: CLEAN-UP DEPOSIT: TOTAL PERMIT FEES: ******rt********* BUTLDING PERMIT PLUMBING PERMTT MECHANICAL PERI.{I ELECTRTCAL FEE: orHER rypE oF rEElc|/. c0fi,lfvlilEtfEpT.DRB FEE: BUILDING: STGNATUFS; ZONING: SIGNATUITE: VALUATION fl|ot'nry Ir.,667 rlrl,'n'f:,,,\. (ofulra t'4 f", 6o x CLEAil IIP DPOSIT REFIIND TO: 8/6Ll I -F nf cob. rrl I Luri^r '\,1 ;\ t- s ,-{ i\t9--s= C Ec-s s$\.rtdL'= --!r -\lv\\.' i->*,1\i qr\"\tcst !\ t r"**\h\- $ .5 A II I x U E : V\ -* Srt U-tr C'--{ \) siF\ fo..\< I g s \,r. C .o v\ -!r tJ rrls\-o : -* 3 ,: r$ o .:(Gs-({ --Q doa--N a Y;+_.{lvIq{ia: O'r Hil E'\t ( | '\ |] 'LJIL-ti *o BqT- ooot TOWN OF VAIL 75 S.FRONTAGEROAD vArL, co 81657 970-479-2138 DEPARTMENT OF COMMTJNITY DEVELOPMENT {* t1o NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT MF BUILD PERMIT PCTMit #: BO7-0093 Project #: ?? -?RS 6l - 6 \ 3 I Job Address.: 660 LIONSHEAD PL VAIL Status.....: ISSUED Location......: LIONS SQUARE LODGE UNIT 190 Applied...: 04110/2007 Parcel No....: 210107204006 Issued ...: l0ll7/2007 Expires...: 03104/2008 OWNER STEVEN M. FIERSTEIN LIVING TO4/LO/ZOO1 141.35 SHANNON DR BROOMFIEIJD co 80020 APPLICANT .f G CONSTRUCTION OA/|O/2001 Phone: 970-777-7A8O PO BOX 5209 GYPSUM oi a1 ca1 License: 847-B CONTRACTOR .T G CONSTRUCTION 04/tO/2001 Phone: 970-771-7880 PO BOX 5209 GYPSUM co 8L637 L,,icense : 847 -B Desciption: LIONS SQUARE LODGE UNrT 190-REDO KITCHEN AND 2 BATHS Occupancy: R2 Type Construction: I B Valuation: $32,500.00 Revision Valuation: ?? Total Sq Ft Added: 0 **,t'**,t**'t|+*|*,}'t***.'*|+++*+{i**,**|+t+**:t|*.l*.il+)t*****|*'''i'** Building---> S412.os Restuarant Plan Reyiew-> $0. oo Totalcalculat€d F€es-> $781.88 Plan Check--> 53 06 . 83 Recreation Fee--------> g0 . 0o Additional Fees---> $0 . 00 lnvestigation-> So . 0o TOTAI FEES--------> $781.88 Total Permit Fee----> $?81 . 88 Will Call--> S3 . oo Pafnents----------> $781. sg BALANCEDUE--_.> 90. OO Approvals:Item: 05100 BUfLDING DEPARTMENT 05/02/2007 JRM Action: AP 10/15/2007 JRYI Action: AP Item: 05400 PLANNING DEPARTMENT 04/70/2007 JS Action: AP Ltl. :St .-^-'--\'tIU'- ,l ,| * *tl * + t t f *,4 ,l:i **:l ** 'i!r * + | il,l.:i ** *t * * *+ * l,t,l See Conditions page of this Document for any conditions that may apply to this permit. r,r*a'|*:t I aai+al '1.:1. * *:f,l DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is conect. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this shucture according to the towns zoning and subdivision codes, design review approved, Intemational Building and Residential Codes and other ordinances of the Town applicable thereto. BEQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR 4 PM. DY TELEPHOIIE T OUR OrnCE FROM 8:lXl AM. FORHIMSELFANDOWNER ***,s{'*i:i********{*,t(**+'t***'t*i*,}1.*'t**'t{.**'ft**:t't***d.{.|*'}+++{.**'f't+!*:}'t***t**:t:}**|*'|!{t**!t.'&'|l't*'f|}* CONDMONS OF APPROVAL Permit#: 807-0093 asofl0-17-2007 Status: ISSIJED '}*t'f'***t**+********{.******:**'|'*****'|.*:t*+'.'t'*******|l*'t'i**{.,}{.**+{t{.******f*,}:it't{'*+'t'**!t't:t.*+**|t,t*{.'}*********** PermitType; ADD/ALTMFBUILDPERMIT Applied: 041rcn007 Applicant J G CONSTRUCTION Issued: l0/17D007 970-777-7880 To Expire: 03104D008 Job Address: 660 LIONSHEAD PL VAIL Location: LIONS SQUARE LODGE UNIT 190 ParcelNo: 210107204006 Description: LroNs SQUARE LODGE UNIT 190-REDO KITCHEN AND 2 BATHS :|t'}***'}'**:t:l.*:}*:**{'*+***'f'}***'t*:i,!+'t't**'|***,}r.**'t*tconditions.***'}***!t'i|t*++*d.**,t*:t*'l.***'}*'}*+**{.'}:|t,t{.*+****{ Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED To CHECK FOR CODE COMPLI.ANCE, Cond: l4 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL, Cond: I (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORKCAN BE STARTED. Cond:40 (BLDC): (MFR/COMM) FIRE ALARM REQUIRED PERNFPA 72. tl ApplrcAloN wtLL Nor BE AccEprED rF 'NcoMph:IE*?l_rHffISD"-ct)?5 REVISION.TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.t 75 S. Frontage Rd. Vail, Golorado 81657**Alt Revision submittals must include the Field Set of approved plans. No further inspections will be preformed untilthe revisions are approved. * -1rJ,E ,^0AIS/4,ULlt JR, CIIARLIE, GREG, CHRIS REVfSEDAMOUNT: $ /--- REVISED TOTAL: $ EVALUATIONS FOR BUILDING PERMIT For Parcel # Contact .Assessors Office at 970-328-8640 or visit_r_ v/Ot07>/Vdoo Job Name: 9fE ret FtC nSArol Job Address: (a faAd; AntSlE ?2 fL- Legal Description ll Lot:Block:Filingr Subdivision: &r 7 /?A llP|9.fz uoo-?r* Atctlhcu-Ty?ntHrz r#ooo'fflfbrz, ca PhqjYJg-6zg7 Engineer:Address:Phone: REASON FOR REVISIONS: workctass: New( ) Addition( ) Remodelffi) other( ) Work Type: lnterior ltf Exterior ( ) Both ( )Does an EHU exist at this location: Yes ( ) No ( ) TypeofBlrlg.: Single-family( ) Two-family( ) Multi-family( ) Commercial ( ) n"tt*rr*t( ) Other/f C/4//A No. of Existing Drivelling Units in this building:No. of Accommodation Units in this building: Noffvpe of Fireplaces Existins: Gas Appliances ( ) Gas Logs (fwoodlPellet ( ) Wood Burnl No/Twe of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED) Does a Fire Alarm Exist: Yes (/,.'- No (ffiExist: Yes( ) No({ FOR OFFICE USE ONL Flcdev\FoRMS\Permits\Building\building_revislon_4-1 8-2007.doc Page 1 of 1 4ha20a7 titirlt.;ll lsir lfi IIrltttllltlI t-I ldlc ltt3 tE Ul l.->o E9piEI FF3 EgB Ft F E Js E r{dgz I s 4004 zo 100s1't3H0l I )t AdrNnoS H9IHI Cg I LEEEOE TOWN OF VAIL DEPARTMENT OF COMMTINITY DEVELOPMENT 75 S.FRONTAGEROAD vArL, co 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT MF BUILD PERMIT Permit #: 807-0093 Project#: ?? ?RTO-I - () \ 3l Job Address.: 660 LIONSHEAD PL VAIL Status.....: ISSUED Location......: LIONS SQUARE LODGE TINIT 190 Apptied...: 04110/2007 Parcel No....: 210107204006 Issued ...: 09/0612007 Expires...: 03/0412008 OWNER STEVEN M. FTERSTEIN LIVING 'IO4/1,0/2OO7 14135 SHANNON DR BROOMFIELD co 80020 APPLICANT J G CONSTRUCTION o4/!o/2oo7 phone: 970-777_7880 PO BOX s209 GYPSI]M .^ 41e37 I-,icense: 847-B CONTRACTOR ir e CONSTRUCTION 04/L0/ZoO7 phone: 970-771-1gBO PO BOX s209 GYPSUM co I r.53 7 I-,icense: 847-B Desciption: LroNS SQUARE LODGE UNIT 190-REDO KITCHEN AND 2 BATHS Occupancy: R2 Type Construction: I B Valuation: $32,500.00 Revision Valuation: ?? Total Sq Ft Added: 0 *,1't * **,rt* l:t r++ tl t,i:i+ t t * +***r* a:t tt+ Building---> $4?2. 05 Restuarant Plan Review-> So. oo Total Calculated Fees-> 9781. Bg Plan Check-> $306.83 Rccreation Fee-----> So,0O Atlditional Fees-> So.OO Investigation-> $0. o0 ToTAL FEES----:-----> $?gl.s8 Total permit Fee.----> g?et .8s Will Call--> g3 .00 payments--_--> S?81. gg BALANCE DLE-----> $0. oo Approvals:Item: 05L00 BUILDING DEPARTMENT O5/02/2Oo7 JRtq Action: AP Ifem: 05400 PIJANNING DEPARTMENT 04/70/2007 JS Action: Ap See Conditions page of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurale plot plan, and state that all the information as required is couect. I agree to comply with the information and plot plan, to comply with all Town ordinances and state lawso and to build this structue aceording to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances ofthe Town applicable thereto. REQUESTS FOR INSPDCTION SHALL BE MADE TWENTY-FOIJB 4 PM. OR AT OUR OFFICE FROM 8:lXl AM . OR CONTRACTORFORHIMSELF AND OWNEB 'fr****************'i*****{,f *,k**********'t +**t **:t**!t***+***,}*'t**!t't':t r.++****'i**********,f * {.:} * * + 't ** * ** 'i + * !t* 'r.,t {. 'i + CONDITIONS OF APPROVAL Permit#: 807-0093 asof09-06-2007 Status: ISSUED*:|.*:t'|.+***,|.****'$**'}***{.***+*f*:i+{.'*'|'*:i++*:|.**'r***{'*'tt**!*,t{.{.*{.*+:*{t't+*:t,t*:**'}:}*{.**+ Permit Type: ADD/ALT MF BUILD PERMIT Applied: 04/tot2oo7 Applicant: J G coNsrRUcrIoN Issued: 09/06/2e0].970-777-7880 To Expire: 03/O4n0Qg Job Address: 660 LIONSHEAD PL VAIL Location: LIONS SQUARE LODGE UNIT 190 Parcef No: 210107204006 Desoription: LIONS SQUARE LODGE UNIT IgO-REDO KITCHEN AND 2 BATHS **!**:t**+ ** **'*****:1.:*:f **{.*'t*+************+**:i.'t ***Conditions,{.*++**,*{' {(*'t '} * !r(*{.*+'**'}* *:f * + **!*:} * * * +* * * * * * * +*** Cond: l2 (BLDG.): FIELD INSPECTIONS ARE REQURED TO CHECK FOR CODE COMPLIANCE. Cond: l4 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: I (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE AI.ry WORK CAN BE STARTED. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PERNFPA 22. it*l'*****t*'t 't*'**t**{.'t't****!trt't:tiit***t:t+*'i!t*ir't'*{''t'i''t'********,t****+t**:t**t * * { * * * | *,}* * * * t:} 'l t I r * StatfiientTOWNOFVAIL, COLORADO l++l*i***++l*aa*** f******+*** * * * * * * * 'i * * * * ***i't'i* f** *'* * t' ** + * * **'l **'t+*;t * * 't * * * **t *it!t**:i**'t * {r 't*Sfatement Number: R020001772 Amount: 9781.89 99/06/ZOO709:08 AM Palzment Method: Check fnit: DDG Notatlon3 ,f. G. ConsUruction 2 501 . Permit No: 807-0093 I:rpe: ADD/ALT MF BUILD PERMIT Parcel_ No: 2101- 072 - 04 00 - 5 Sit.e Address: G6o trONsI{bAD pL vArL Location: IJroNs SQUARE IJoDGE I,NIT 190 Total Fees: $781.88This Paymene: $78x.gg Total AIJIJ pmtgr 97s1.88 Balance: $0.00 **'l**rrt *****'fr't*{ *t{'*{!'l!i'l'**,t'*f {'t'**+{.t'****+***'t***t****'i*ii**'r'r'}***i**{.******r*{.,}*r***i+*i.rt r* ACCOIjNT ITEM LIST: Account Code Description Current pmts BP 0 010 0 0 0311.110 0 PF 00100003L12300 wc 00100003112800 BUIIJD]NG PERMIT FEES PIJAN CHECK FEES 1IILL CAIJIJ INSPECTION FEE 472 -05 3 06. 83 3.00 -BU-i'j'Co$ T Separate BUIL are required for CONTRACTOR INFORMATION ON plumbing, mechanical, etc.l75 S. Frontage Rd. Vail, Colorado 81657 General Contractor:Ab .(Ailszz,/6:rtar/Town of Vail Reg. No.:A,/" - E Contiact Person and Phone #s:{*tar 6, 3n -be?y' Email address:Fax#: ?7ZT 'igoetforrp: / q/ -- - - I r'-,LETE VALUATIONS FOR BUILDING PERMTT & Materials BUILDING: $ 2{O eA /OO ELECTRICAL:$ 9{AO OTHER: $ PLUMBING:$40Oo'o a MECHANICAL: $TOTAL: $ For Parcel # Contact rtr 5y Ea Cou Assessors Office at 970-328-8640 or visit34ffi# 4 ?rctr pz;yiZ:1 od b uaName:?tE /s r€t -tz JobAddress: UNlf / 74,^ A/a/o 0 at lt0as./e4o /z- Legal Description ll Lofi ll Block ll riting:Subdivision: owners Nffin €sre, at Address64 oozt Fr,€za fa PEbs-y'bbdwq Atchitefufesp|,yl €-+A t / {a.'nofr:*^(o ty 1 Engineer: I Address:Phone: Detailed descriptiol of work:,( e /a nl 4 r-c4 Ezl f2 6ar./s WorkClass: New() Addition( ) nemoOe144fnup""t I Ournot I Other( ) Work Type: lnterior gV Exterior ( ) Both ( )Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: single-family ( ) Two-famity ( ) Mutti-family ( ) commercia(4 Restaurant ( ) other ( ) No. of Existing Dwelling Units in this building:No. of Accommodation Units in this buildino: No/Tvpe of Fireplaces Proposed: QagAppliances ( ) Gas Loss t f Wood/Pellet ( ) Wood Burnino (NOT ALLOWED) Does a Fire Alarm Exist: Yes (11 No (Does a Fire Sprinkler System Exist: Yes ( ) No (rT FOR OFFICE USE ONL ,ECEIVER\ APR oe 2oor llja TOWN SP/19HILF: \cdev\FoRMS\Permits\Bui lding\buildingJermit. DOC Page 1 of 16 1BI t Deparfient of Community Development Projectmdrcss: O6ce ol LtO*srtgna fz B E] tr o tr D EI tr B o tr o o o g o Applicant's Date of submittat: /'V -fr Received By: IU$t{tr ProjectName: f fy'lt 9v3/V This Checklist must be ormplefgld before a Euilding Permit aopliation is accr'phd, All pages of application is complete Has DRB approval obtained (if required) Provide a copy of approval form Plan Check Fee required at submittal for projecB valued orer $100,000.00 (see attached fee schedule) Complete site plan submitted Public Way Permit application induded if applicable (refer to Public Works checklist) Staging plan included (refer to Public Works checklist) No dumoster,oarkino or material storaoe allowed on roadwavs and shoulders without written approval Asbestos test and results submitted if demoliUon is occuring Architect stamp and signature (All Commercial and Multi family) Full floor plans including building sections and elevations(3 seb for remodels, 4 seE of plans for SFR and Duplex, 5 seE of plans for MultFFamily and Commercial Buildings) Window and door schedule Full structural plans, including design criteria (i.e.loads) Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) Soils Report must be submitted prior to footing inspection Fire resistive assemblies specified and penetrations indicated Smoke detectors shown on plans Types and quantity of fireplaces shown Questions? Call the Building Team at 479-2325 F: \adev\FoRMs\Permits\Bul lding\bu ildi ng_]]ermit,DOC Page 2 of 16 02/09/2005 r:t PLAN CHECK FEES TABLE DeN rtment of C.om mu nity Developnent Builcling Safdy and Insrytion SeruiL:Fs 75 South Fronbge R@d Vail, Colorado 81657 Plan check fees are required for projecb with a valuation over $100,000, at the time of Building permit submittal. Please use the tabld below to calculate your plan check fee total. a 970479-2138 FM 9704n-24s2 www.vailgov.am $100,000-$150,000 $150,001-$250,000 $2s0,001-$400,P00 Multiply by Multiply by Multiply by .0055 of Valuation Total .005 of Valuation Total .0045 of Valuation Total .004 of Valuation Total .0035 of Valuation Total $401,000-$750,p00 Multiply by $750,001-$ 1,000,000 Multiply by Valuations over $1,000,000 Will be calculated by the Town of Vail Building Department. If you have any further questions, please contact the Town of Vail Building Department at970-479-2128. F : \cdev\FORMS\PermiE\Building\tuildi n g_.]Fermit. DOC Page 3 of 16 04091200s ASBESTOS TESTTNG REQUTREMENTS THE TOWN OF VAIL AND STATE OF COLOMDO DEPARTMENT OF PUBUC HFjLTH REQUIRE ASBESTOS TESTING ANY TIME WHEN MORE THAN 160 S.F. OF MATERI.AL WILI BE DISTURBED OR REMOVED. AN ASBESTOS TEST AND REPORT IS REQUIRED TO BE SUBMITTED WTTH YOUR BUILDING PERMIT APPLICATION FOR ALL REMODEL, ADDMON OR OTHER PRO]ECTS INVOLVING ANY DEMOUTION OR REMOVAL OF BUILDING MATERI.ALS THAT MAY CONTAiN ASBESTOS. BUILDINGS CONSTRUCTED AFTER OCTOBER 12, 1988 THAT HAVE NO ASBESTOS CONTAINING MATERI,ALS ARE H(EMPT A COPY OF THE REPORT MUST BE SUBMITTED WITH YOUR BUILbING PERMITAPPUCATION o I have included the asbestos test and report with my building permit application applicant signabre OR oate o I cetify my project will not disturb or remove more than 160 s.f. of building plans submitted with my application clearly indicate this information. (Ihis will material. The construction be verified during plan review, and will delaySlour project if found to be inaccurate) --q -a 7 o The building was constructed after October 12, 1988. The date of construction was original construction date applicant signature F:\cdev\FoRMS\Permits\Building\buildingjermilDOC date Page 4 of 16 021091200s If this permit requires a Town of Vail Fire Depaftment Approval, Engineer's (Public Works) review and approval, a Planning Department review gr Health Departrnent review, and a review by the Building Department the estimated time for a total review will take as long as three (3) weeks. All commercial (large or small) and all multi-fumily permits will have to follow the above mentioned maximum requirements. Residential and Small projecb should take a lesser amount of time. However, if residential or smaller projecls impact the various above mentioned departments with regard to necessary review, these projects may also take three (3) weeks to review and approve. Every attempt will be made by thris department to expedite this permit as soon as possible. I, the undersigned, understand the plan check procedure and time frame. I also understand that if the permit is not picked up by the expiratidn date, that I must still pay the plan check fee and that if I fail to do so it may affect future permits that I apply for. Agreed to by: Print name Signature Project Name: Date: F: \cdev\FoRMS\Permits\Building\buildin gJrermit. DOC Page 5 of 16 ouw12005 TOWN OF VAIL 75 S,FRONTAGEROAD vArL, co 81657 970-479-2t38 DEPARTMENT OF COMMTJNIry DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Job Address: 660 LIONSHEAD PL VAIL Location.....: LIONS SQUARE LODGE IrNIT Parcel No...: 210107204006 Legal Description: -pi1_5o I -o (3J Proiect No : OWNER STEVEN M. FIERSTEIN LIVING T7L/L3/2007 14135 SHANNON DR BROOMFIELD co 80020 APPLTCANT EXCELT_, ELECTRTC LL/13/2007 PO BOX 1325 EAGLE co 81"531 License:323-E Phone: (970)s24-L272 CONTRACTOR EXCELIJ ELECTRIC Tt/a3/2O0't Phone: (970) s24-7272 PO BOX 1325 EAGLE co 8L531 License: 323-E Desciption: REWIRE KITCHEN FORNEW LAYOUT, CHANGE DEVICES TO NEW FOR LroNS SQUARE LODGE LfNrT 190 Valuation: $0.00 Square feet:1600 190 Permit #: Status. . Applied. Issued . Expires . E07-0318 'b1 '6oa3 .: ISSUED . : ll/1312007 .: Il/2812007 .: 05126/2008 Electrical._----> Investigation--> Will Call-----> TOTAL FEES-> $86.25 $0.00 $4.00 $90.2s Total Calculaied Fees-> Additional Fees-----> Total Permit Fee-----> Payments---------> BALANCE DUE-.-.-> $90.2s Approvals:Item: 05000 ELECTRICAL DEPARTMENT Lr/73/2oo1 shahn Action: AP coN#;;r#ffiH*#;rCond: 12 l--l?i-:l;,,."il:1?"":*i::-"::l:i-:*.::-".:.:3J::ff..,.:.:..::T.1.i::.::.?-"--":i:::T::.**.**************,,|:,,+*,r:i,i,*.*. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. UESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.c,u& - * 'l' + * * t * * * ** i**'t 'i't|| f 'l'l *** *f {' * ****** t i* '***+**t{.{.*a**t'*f |'t't+t**t * * *+ + + * *r**'r*+t**'}***t**t + 't*lt:| TOWNOFVAIL, COLORADO SFt€ment * * t **,*t * * ** *:r *** * * * *'| ** * * * * * *,1'i * *+ ** | t'i**t*******+*** 't * * * * + * *t i ** * * +f *aar | * t++f *t*t *l*+ f ***l statement Number I R070002598 Amount: $90.25 LL/28/2OO7L0:25 At{ Payment Method: Check Init: DDG Notation: ExceII Electric 4203 Permit Nor E0?-0318 TIE)e: ELECTRICAL PERMI? Parcel Wo, 2101- 072 - O4o0-5 Site Address: 660 L,IONSHEAD PIJ VAII Location: rJroNs sQuARE IoDGE IINIT 190 Total Fees: $90.25This Payment; $90,25 Total AIJI Pmts: 990.25 Balance: 50.00 * * | * * * * * * * * * 'r 'r * * * + * * * * * 'f * t **f,t* *++*****'t+f f:rf** * +* * '.* r * * +a + * * rt*** ++ * * *rr**+a+***tr'l+f +**la* ACCOIINT ITEM LIST: Account Code Description CurrenE Pmts EP OO].OOOO31111OO ELECTRICAL PER.II{IT FBES WC OO1OOOO31128OO 1IILL CAIJI.' INSPECTION FEB ' a6.25 4.00 TOWN OF VAIL DEPARTMENT OF COMMT]NITY DEVELOPMENT 75 S.FRONTAGEROAD VAIL, CO 81657 970479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TMES PLLIMBING PERMIT Permit #: P07-0197 5o1 -oo13 Job Address: 660 LIONSHEAD PL VAIL Status . . . : ISSUED Location.....: LIONS SQUARE LODCE UNIT t90 Applied . . : t1/08/2007 Parcel No...: 210107204006 Issued. . : ll/0912007 Legal Description: e k-l 6l - O \31 Expires . .: 05/07/Z0At Project No : OWNER STEVEN M. FIERSTEIN LIVING TTL/O8/2O07 ]-4135 SHANNON DR BROOMFIELD co 80020 APPLICANT PLUMBING SYSTEMS. fNC. LL/08/ZOO7 phone: 970-39O-7763 PO BOX 3879 AV.ON coLoRADO 8l-620 License : 277 -P CONTRACTOR PLUI4BING SYSTEMS, INC. LL/08/2007 phone: 970-390-7763 PO BOX 3879 AVON coL,oRADO 8L620 License : 277 -P Desciption: REMOVE AND REPLACE 2 TUBS,2 SHOERS,2LVATORIES AND 2 TOILETSFOR LIONS SQUARE LODGE UNrT 190 Valuation: $9,000.00 Fireplace lnformation: Resficted: ?? # ofGas Appliances: ?? # ofGas Logs: ?? # of Wood Pallet ?? * *,t:t *:l *,t *:l * * a,t l * * Plumbing-'-> g135.oo Rcstuarant Plan Review-> $o.oo Total Calculated Fe€s-> l].7z,1s Plan Check-.> $33 . ?5 TOTAL FEES----*> l:.'tz.1s Lddilien8l lsss------> 90.00 lnvestigation> So.oo Total Permit Fee-----> fiti2.is Will Call_.> S4 . oo Palmenrs---> g1?2 . ?5 BAL{NCE DUE_> g0 , 00 Item: 051-00 BUIITDING DEPARTMENT L1-/08/2OO7 JP'M Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVALCond: L2 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPI-,IANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Intemational Building and Residential Codes and other ordinances ofthe Town applicablethereto, REQUE,STS FOR INSPECTION S}IALL BE MADE TWENTY+OUR HOI,'RS IN ADV T OL'R OF?ICE FROM 8{N AM - { M{. FOR APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG Project #z 'bo/ - Building Permit #: EIo?.ottz Plumbing Permit #: 97 O-47 9-2149 (Inspectloh s) t??.7rFZcSrrl> 75 S. Frontage Rd. Vail, Colorado 81657 /i, Contmctor: ,-, Jait?toE 2,c Addrcssl , Far #: // TION FOR PLUMBING PERMIT (tabor & llaterials) PLUMBING: $ ConbctEaole @unvA,s59/ 5 or tw Parel # robNarne: ,ltls ,94"te 12o Job Address: r-egar oescrrpuon I u., ' lufir I nmg, I suldi"t"ion, Owners Name:Address:Phone: Engineer:Address:Phone: Detarleddesqlptionor*okt&.nor o /./^a + /-; I ,)rf4",r.t*/ti 3/,/,)2 />,L/- r/\j-"t'*+ ' /-t WorkClass: Nary( ) Addition( ) Alterationf,r'Ewt l__j?!!"tl_l rypeof sldg.: stngl*.family( ) Duplo<( I mrru-ram[-@m"t nfi nesaurantt I ou,at I No. of Existlng Dwetling Units in this building: \r/'No. of Ammmodation Unib ln this building: ****:r***************!t******************FOR OFFICE USE ONLY*****!r******************************* F : \cdev\FORMS\PERMITS\Bui lding\plumbingJrermit-1 1-23-2005.doc Page I of I 11l23l2m5 Date: 3. 4. 5. 6. 7. 8. 08n8to7 (clo.(atjff Town of Vail Su Community Please rate the 5 4 3 21 (5 is high) _(knowledge, Overall What is the best Thank you for taking service. o"n",t,(,f"*&"t$@, ;"li-;ff or no one '-{Ti'l#ffir Bldg What comments you have which would allow us to befter serye you next time? 1. Which Department(did you contac{? Building_ Environmental Housing_ Admin Was your initial cravailable ? lf you were to wait, how long was it before you were helped? Was your project on a timely basis? YeslNo lf no, why not? Was this your first to file a DRB app_PEC app_ N/A of the staff person who assisted you: availability) of the Front Service Counter. 5 4 t 21 (5 is high) of day for you to use the Front Service Counlef time to complete this survey. We are committed lo improving our f t l' 1* * + * * * * {r,l't****'t'r.{' 'r**+ t* t rt'r**+t'tt * * ** ***!t t't' {' t* {' 't 't { * * * * * * * 't:r 't'*rt{' * * * * 'l * | | | * * | 'r* d.rr:|!1r*{.t I frr TOWNOFVAIL, COLORADO Statement * * * *,r* ***+{*** * * **+*'t'i* * * * * * * * ** * * * *t ** 't **+** * 't * * * * ******'t'}* f* f ** * * * * ** *'}ri* * ** **** * * * * |l ****t Statement Number: R070002487 Amorlrlt: #L72.75 lt/A9/ZOO702:4G pM Payment Method: Check Systems Inc, / ck# 3599 Permit No: P07 - 0197 Type: PIJWBING PERMIT Parcel No: 2L01-072-0400-5 SiTe Address: 650 IJIONSHEAD PL VAIIJ Location: LfONS SQUARE LODGE UNIT 19O Init: LT Notetion I Pl-unlcing This Palment:FL72.75 {'t**{*t*{*i'**+**'r*{'*******'r.tt*:l''t*rt****t***{'{'*'t'***:r!t*:rt'*+t***,r:t't**t*****'i**+****t {.*{r+****'t{' t* ACCOTJNT ITEM LIST: Account Code Descr5.ption Current Pmts Tot,al Fees: Total AIJIJ Prnts I Balance 3 $L72.15 $J.72.7s $0.00 PF 00100003112300 PP 00100003r.11100 wc 00100003112800 PIJAN CHECK T'EES PLWBING PERMIT FEES WILL CATJI' INSPECTION FEE 33.75 135,00 4.00 Inspection le_que-qt R A/P/D Information Requested Inspect Date: Tuesday, February 12,2008 Inspeclion Area: JRM Site Address: 660 LIONSHEAD PL VAIL LIONS SOUARE LODGE UNIT I9O Phone: 970-777-7880 UNIT 1go-REDO KITCHEN AND 2 BATHS .\t\\X /\tt\J ^ Aclivity: 807-0093 ^ Type: A-MF "o n %'i'vf,u?i srEVE N M. F I E R sr f,i NitY9?S8rn u sr Inspection Haston Item: 30 BLDG-FraminoItem: 50 BLDG-lnsulatibnItem: 60 BLDG-Sheekock NailItem: 70 BLDG-Misc.llem: 90 BLDG-Final s'blJt8: iy'Status: ISSUED lnsp Area: JRM ll:00 AM 970-777-7880 DGOLDEN K REPT131 Run Id: 7657 01-15-2008 Inspection Rea:23 pm ' -Vaii Cd- clrriFf ------ Requested lnspect Date: Wednesday, January 16. 2008- InsYclionrrea; 8Ho.,o*rr*opLvAlL LIONS SOUARE LODGE UI.IIT 190 A/P/D Information ^ _A{ivrty, E07-0318 ^ Type: B-ELEC SubT.ype: AMFt""t'lvYg?: sTEVEN tur. rrensrEroftlg?fiHrnusr use: mat. unit 190 Entered By: DGOLDEN K Time E&: 5+*/ Inspection Historv Stratus: ISSUED lnsp Area: SH Contracton EXCELL ELECTRIC Phone: (970) 52+'1272Description: REWIRE KITCHEN FOR K LAYOUT, CHANGE DEVICES TO NEW'FOR LIONS SQUARE LODGE UNIT tl Reouesred fnsoecrfon(s) lr/ IYA L, n"qul5t8l l1%-t'-f8iE'8?h," i I l- / '/ Requestedprrme: 83d9SS Item: 110 ELEC-SeMceItem: 120 =t?$&?Egn, Comment: I REPTl31 Run Id: 7531 t. A/P/D Information Contractor: Descriotion: 01-17-2008 Inspection Request Reportinq Page 40 +:t+ om vait_co'- clty of ' - - / Time Exp: l5 A)/. l)?lW<J Requested Inspoct Date: Friday, Januarv 18, 2008' Inspectlon Arca: JRM Site Address: 660 LIONSHEAD PL VAIL LIONS SOUARE LODGE UNIT 190 ActiviW: P07-0197 Tvoe: B-PLMB Const TYP6: Occuoah'cv: OWrier: STEVEN M. FIERSTEIN LIVINGTRUST Sub TvDe: AMF Status: ISSUEDU'se: Insp Area: JRM Phone: 970-390-7763 TUBS, 2 SHOWERS, 2LAVATORIES AND 2 TOILETS FOR LIONS SQUARE I -^- -e(:]8*,:?..8-ryReouested Tlme: 09:00 Altl' Phone: 970-390-7763 -or- 926- 0500 Entered By: DGOLDEN K Reouested Insoection(s) Item: 290 PLMB-Final Requestor: PLUMBING SYSTEMS, lNC. Comments: unit 190A'ss5$,Iffi cDENcKt lnsoectlon Historv Item: 210 PlMB-UnderoroundItem: 220 PLMB-RouohlD.W.V.'l1l14107 InsDect * Approved * € ' ' Action: DN DENIED rind tubs on firewall between unlts. Action: APAPPROVED Comment:'t1t2u07 Item: 230 Item: 240Item: 250Item: 260Item: 290 ryVater * Aooroved * Insoectori GCD Action: AP APPROVED STREET PRESSURE REPT131 Run Id: 7535 Flpr O3 02 1O : 5l a :li;i) )', . ,. .fi!Tllr.'., . :,:r.j.::: r'. INCOM t I t, '+'rs .'{,'" 'r.rT -!".! ' ' .d.f :t { v,*S *bs4$&"rF &*fl fol FIRE SPRINKLER EQUIPTMENT SUBMITTAL AND HYDRAULIC CALCULATIONS FOR LIONS SQUARE LODGE PIIASE TWO 660 W. LIONS IIEAD PL. VAIL, C0. 81657 PERRY AT-,T-STATE FIRE PROTECTION" INC. eo+s n. zOt" AVE. #12, Commerce city, CO 80022 Phone (303) 288-3901 * Fax (303) 288-1936 I II Ercn Enootren Eoupuus frlJu"--, STYLE 5r @@:ruP*ffi' I I I I I I ------l j<-- r FEnaE EnoowoI Eoupuug t u. rr*arr,-.ffiil?,J,10r 61TV; E {o \=/ \:t/sysrtcirnniI srYLE 12 LISTEO IJSI€D APPROVED I T t I I I I l* :{:g.i::UiTt i:{!F:Ji{Ti,i ;f ff iHt[ ;l#:r;ig,mmu n**r*s na axram mm*,,. w,*n a ;oini ;1,*,,r;*,rur#iru;;mli:n*j",r,l#irfdn,#rfi#ffig#:;fi,#';tffiT,ff,ttJ"?.J:,f,frgtx;,tty;***tmi"l,HilrJ*:"Jjm:*,#t*i,"*r Plpe Inch Part Ilumber I{ar. Wo Pross.. Psl / kPt Allow Pipe End sBp.$ In. / mm l,lo. 8olvilut, Req..She hch DimrNions in. /nm;-l;Tt Apfr. wet. Each rb. /tq Nom. Size Aclurl Sizs 1.1t{t. oo 12.2 5125 300 2070 1t8 3.18 iUt-3lEx2 2.62 65.s 4.02 103 1.81 15.0 1.30 0.591-112 1.90 13.3 5150 300 2070 118 3.1r 2n .318r2 2.81 7t.9 1.25 100 t.El {5.0 1.37 0.6t2.375 60,3 5200 300 2070 1t8 3.18 2n .3n,3,32- 84.8 4.62 116 1.83 {6.6 1-{8 0.672-112 2.875 73.0 5250 300 2070 'v8 3.18 2n-A8|3.81 sl.7 5. t1 lE 1.83 {5.5 1.72 0.783 0.0.3.00 76.1 5290 300 2070 1t8 _3.18 212-lnI 4.02 t00.8 5.28 13{ 1.83 46.5 1.20 1.r0J3.50 E8.9 5300 300 2n0 r/8 3.18 2n - 3n 12.311 4.51 tr3.7 5.81 li 1.83 46.5 2t7 1.034{.50 11{.3 5400 300 2070 t14 6.35 2n.W \2.3t4 5.73 114.7 7.01 171 2.02 51.0 3.20 1.445.563 1tl.3 55s0 300 2070 111 6.35 2n.1nfi1t4 6.67 163.1 0.52 216 2.02 51.0 5.00 2,2766.625 158.3 5600 300 2070 114 6.35 zft- fir3-111 7.85 199.8 9.sl 2A 2.02 51.0 5.44 2.176-12 0.0.6.50 't65.1 s650 300 2070 1t1 6.35 Zl2- 1ft t l'114 7.73 196.5 9.43 289 2.82 51.0 5.30 2.a08.625 21S.1 5800 300 2070 ul 6.35 W.518 r a-1n 10.11 2t6.7 12.31 31t 2.13 01.0 10.47 {.75 Pipe IncI Pa N!mbEf Mar. Wo* Ptess.' psl/ lPa Allow Pip6 End Sep.+ in. / mm Mar. Dealeclion kom Cent6r Line+ 0aq, PErl piDs Coup. I in.tt.I mnrr'n l{0. Boluilul s Req.-size Inch oinsmions h. / mm Ap. wgl. Eaci lb. / |(e l{om. Size Actual Size A B1.1t4 1.66 42.2 12125 300 2010 1t8 3.1E 40-t9,.90 15 00 2t2. - 318 x2 2.62 65.5 {.04 103 1.81 45.0 1.30 0.5911nr.90 {E.3 12't50 300 2n0 1/l 3.18 30-45'zlz-|lEx2 2.83 7t.9 4.25 108 1.81 ,15.0 1.37 0.622.375 60.3 12200 300 ?070 1!8 3.18 3'-1'0.02 52 2n .Ug I 3.31 84.0 1.61 110 1.83 {6.5 1,'18 0.672'112 2.875 73.0 't2750 300 2070 118 3. t8 229 0.52 43 2E ' 318 x 3.81 97.7 5.13 125 1.0i, {6.5 1.70 0,n3 0.0.3.00 76.1 '12250 300 2070 r/E 3.18 2q23'0.50 12 2ft-318x2 4.12 1m.8 5.22 r32 t,83 {6.5 2.2t 1.0033.50 88.S 12300 300 2070 1n 3.18 2q3'0.43 36 2n.3fi r2-tq {.51 113.7 s.8t 117 1.83 46.5 2.25 1.024.50 11t.3 12400 300 2070 1t4 6.35 3"-11',0.67 56 2n - gn x2-tl4 1U.7 7.04 1Tl 2.01 51.0 3.15 1.43o.tol 111.3 r?500 300 2070 1t4 2435'.5{0 45 2n - lnx3-111 6.67 t69.{ 8.51 215 2.11 5r.0 4,85 2.206.625 16E.3 12600 30[ 2070 1t4 6.35 2.-10'0.46 38 212'fix3-1 7.92 199.5 9.54 2t2 2.01 51.0 5.30 2.t06rn o.D-6.50 165.1 t2650 300 2070 1t4 6.35 2t.'12'0.46 38 2n - 1n x3-U4 7.72 198.5 s,44 239 2.01 51.0 5.18 2.358!.02J zt9.t 12600 300 mt0 1t4 6.35 1'"40'0.34 212-518tl4n 10.11 256.7 12.31 313 2.11 61.0 r0.10 4.?0 - 319chcle 0f progress . pottstown . rurrrltf"t,Nalional Fiilings, Incorooraled IJ.S-A r Tal 6lnncr-,rnni . t.-vc..h'.6.'^ 8,1rEU galh o 19464-3811 . I I Bznuano Enoown Eoupuns I I I -----l I l-- f--i_}llail _ltil_ lLr--ll ffit-T-' Enoow To Funog Aonpnn /i\zaFaetca,Lly srYLE 14 FTAHEE ALAPIEE @@.qq*:l 319 Circt0 of Progress . pottstown . ,unnrfl#nf, I srvlE2s /i;\ ZA F6r@ror",7I [vtS9*AHffi'I rrir:o uiFo AppRovED I I I I I LISTED APPRoVED I Pipe lnch Pad ilumb$ lilar. Ito Press.' 0si / lPa No. Eolt/ ulr 8€q."Sizs lnch Soaling $[rtacc 0imen3ions in. / rnm Aplrox. wst. Each tb. / l0l{om. Sizt Actual Siza x (mrx.) Y (rnAr.)A I cr1.06 2Cq 14200 300 2'l7n 411- El0\2-18 3.41 A1 60 6.00 152 L 1.75 121 0.75 lC I 2.97 1352-112 1.66 12.2 14250 300 2070 414- Sl8 r2.112 3.91 g9 73 7.00 177.8 5.50 14[ 0.75 19.1 4.18 1.9032.375 60.3 t{300 300 2070 411- 518 \ 2- l n {.58 ,15 8S 7.50 190.5 6.00 152 0.75 19.1 4.41 z.M2.815 111.3 14400 30[ 2070 A8- 518l2-112 5.53 141 4.5 1t{ 9.00 228.6 7.00 191 t.0 25.a 3.3004.25 t68-3 't4600 300 20'n 818- gl4r 1S8 6.53 168 11.00 275.1 9.50 241 1.0 25.4 s.15 4-'t56.1n 0.0.3.50 165.1 14650 300 zI70 8/8- 3/4 r 3 7.66 '195 o.t 165 11.00 279.4 9.50 211 1.0 25.1 E.81 4.004.50 2r9.1 r4800 300 2010 EIE-Xl4r3-1n 9.!t4 252 8.63 215 13.50 342.S n.75 258 28.6 11.0 5.005.24 273.0 14S10 300 2170 t2n2-l l8 x 12.31 313 't 0.?5 273 16.00 105.{ 'l{.25 362.0 1.t8 30.I 16.'t 7.30 323.9 14512 300 zgt0 12112.718 x 4 14.31 JOO 121 19.00 482.6 17.00 132 1.26 32,0 24.2 11.0 :lji1lJ.":f.:j::1f,::":.:l,.:l::]1".j]:.1,j,T:::]:1|'..''bo|t!a{6hconfo'msloAs|cbs$|25and150' 8ry^!!. ?!0t. Nationat Fiuinss, Incorporated' 19464'3811 ' u.s.A. o Tel.610827-400b . Fax610/970-92g2 . T'il Free Fax800a4g.z0rg Pips Nomiral Siz€ lnch Parl NumbGr Max, Wod( Pruss.' psi/ kPa Allow PipB End Sep.+ in. / mm Mar. DElloction lrom Celter Iino+ Des. PEr I Pips Coup. I in,tt. /mm No. Eolvl,lul S Beq..Size lnch Dimensiol$ in. / mm Appry- wsl. E ctl lb. /IeABc 1.1n x1 251510 300 2n7r 1lE 3.20 10-53'1.46 33 212-318t2 ?.80 73-1 tts n 1.77 a5-0 2.20 1.0t1n r1.114 251512 300 201r 1t8 3.20 1"-53'1.46 2n " 318 \2 2.88 731 4.55 tls I 1.17 45.I 2.2t 1.02\1 252010 300 2070 1ft 3.20 'r,-53'[.40 33 2/2-3ftx ,5.JC 85_0 5.05 128.1 1.77 45.0 2.t2 't,t Zx1.ln 252015 300 2r1t 1t8l2t 1o-33'0.40 &t 2n - 3ftx2 3.35 ffi-0 128.a 1.83 aa6 1.98 0.9 2-18 ,2 252520 300 2070 1t8 3-20 r0.33'0.32 21 2f2 .3t8 x2 3.85 n.1 5.Jd 141-l r.83 t55 3,0s 1.!30.0.rz 25292s 300 2n0 1t8 3?0 1'.33'0,32 2n - 1n x2-314 4.48 ti3 7 [,15 t56-2 r.8ll 466 3,09 1.43xZ253020300 2n7n 1,6 3-20 lq17'0.26 ,7 212 - 1ft x2'314 4.48 113 7 6.15 155 2 1.83 ,f,f, 3.97la 3 t 2.1n 253025 300 207n 1tE x20 10-17'1.26 22 2n - 18\2-314 d.48 tt3 7 6.15 156.2 1.83 t6.5 3.14l73r30,0,253029 300 m7n 1n 3-20 1q17,10.26 22 2n.1n | 2.314 t.48 113.7 6.15 156.2 1.83 a6.6 3.14 t-?4xz 254020 300 2170 114 6.10 2!.38' a5 2n - 1n \2-314 5.72 1,,l7 7.8 199 2.05 52,3 6.39 2.9 4 | 2."1n 254025 300 201n 1t4 5t0 20-38',0.5s t6 42 .1n r2-314 5.12 1tt 7 7.8 l0t 2.05 54.3 6.17,r 4r30.D.25402S 300 2070 114 6.10 20-38'0.55 46 22 - 1n | 2-314 5.72 ltl.7 7.8 190 2,05 52.3 5.95 2.7I2540303002tl114 6.40 20.38'0.55 16 zn.1nx2.314 5.72 111.1 1.8 199 2.n5 52.3 5.tl 2.5r4256040300 2110 'v1 6.{0 t"-44'0.38 32 2n- 8 r,3-114 7.91 tqc n 'r0.9 276 2.05 52-3 11.0 5.06-12 0.0. r 4 255s10 300 2tr71 1t4 6!0 l!-41'0.30 x? 2n - 518 r3-114 7.7 4 196-5 '10.s 274 2.05 5r7 11.0 5.08ro258060300 2070 1t4 5.{0 r'-15'0.26 22 2n - M r, 4.114 10.11 256.7 13.4 3,al.l 2.13 60.5 't5.s 1.2r 6-1/2 0.0 258065 300 2070 111 6.'l{l 1!-s0'0.26 22 2n.314r4-114 10.11 256.t 13.4 341.4 2.43 60.5 15.9 't.2 H- Mr i-iltI l$iNTffir_ + r'lotftl. ripa.nd sepa'dlro. a-o da ertro fiqures '0. slfidaro Oi groovsd ihlt ODe w t be one+Af tha vaiE;rnduha|k;bvkn;idnt;ou'''ur"i"'i.'"*"i,*r'g.orroirmsn;nrrn9povrlaelenorrr;;;d;i;jji,'f;oJ;fi:lJnTf##;li,f#i;';*ftf#||l:[1 5il1.]']f'itjl]l,?lil;$f1I1lili:lfT.iilfl*t'i.':,g:'^,:::q.y,;:i::ll.:l'l':.'g9,,"lJ*',l.,*.**'''o|doim&.0o|h8'p|,qi|Qu6sland&d!lrde't'(eP0t||),t0Uttbtedaidtl,&Fovtd'r!mp.r*,ndnq{-30:fr230lF(.31:ctot]1o'c};";ii;;#;i;;f1Tf*i1*H,f:j#;ll't;f:iT':,;$f: nhny cieftrl $fiiss {or Comrwded I0r Fttot.um s0rvic$. neler tO ish'aliom and 0ro; o1998 GPl198 I f_ xPnrtrrrEBt Outws STYLES 135 & 13U @@:rump.%,r-rsrEo LrstEo APPRoVED I I I I I I tt I I I T I I I STYLE 13USTYLE 13S 9E!:_tt:z 6cei;F ;€Eai a;F5ltE=g:ge;:: EF€E: Silesa=-t1iggE::8Eflfiqn'5Fo 9€ ; = oa_Q;4. E= IgE €is€i :-q3a,c Eqc;: i3E#cq::s€ !i.'ie: ;g3FE5i€:; E F: iE :iFE5 aFeFiE!Erg!:a=A Ei?e: i +e-93 EEF;i:;5: FB C F ''Ei3g -JE E E 5t s; 3E6C _6 FE:gs ag =FEEFa:1 e-igi l5ii 5 E F-F Nominal Size Bun x Btanch hch Part Number Max. Work Pless, psi / lPa Hole DiamElsr Dimensions in. / mr ilo.8oll sh Sttls 13t in. /mm il,lut Beq, . €t$ | | sryte 13s I In. /mm tv E U-Boll rb. /h righl ach lSkap lh./k! Hole Saw i[, /mn Mar. Perm. In. / mmU-8olt Slnp A B c 3/81r 13U1003 133t003 300 2070 0.E75 22.t 1 25.a 't.71 a5 u 1.3 t3 1n - 5n6 2t2 - 5n6 0.88 0.4 0,s0 0.41r3ut005135t005300 m70 0.E75 u.3 I 25.1 t.l I a5 88 1.3 3i! tn - 5n6 2n - 5n6 0-Et 0.{ 0.90 0.at3t413U10071351007300 m70 0.875 u.3 I 25.4 1.17 45 6E f,i sit 1,?.5i16 2n. 16 u.f6 0.{ 0.90 0.t'l1-l/4r 318 13Ul203 135t203 300 m7l I 25 l.mn 177 a5 3.62 92 t.3 33 1n - 5n6 2n- 16 O.EE 0.1 0.s0 0.r1IE13U120513S'1205 300 207! I 25 1.06 21 1.71 15 3.62 92 1.3 33 tn . 5n6 2n - 5n6 O.EE 0.1 !.90 0.{113u120?1331207 300 2070 1 25 1.06 27 1.fl 15 J,bz 92 1.3 33 112 - 5116 2n . 5n6 U,Ud !.{ u,c0 0.{t13U1210135i2t0300 2u0 I 25 r.0t 27 2.13 61 3.62 92 1.37o 1n - 5n6 zn - 5fl6 0.[E 0.1 U.!U 0_att1n | 3/8 13U1503 13S1503 300 2070 1 25 1.06 27 1.80 at 0,62 t2 33 1n .5/16 2n - 5t16 0.88 0.r 0.90 0.1113U15051351505300 201t 1 25 1.06 27 t.E9 4l 3.62n 1.3 36 fi-nn6 2n - 5116 0.88 0.4 0.s0 0.tl13Ut50713St5o7300 2070 1 25 1.06n t.8s 48 3.82 1.3 lE - 5/t 6 2n - 5n6 0-88 0l 0.90 0.11I13U151013S1510300 20?0 I 25 1. [6n 2.24 3.62 92 1.5? a0 1t2 - 5t16 2n - 5n6 0.88 0.{ 0.c0 0.tt1t62,13U2003 13S2003 300 20?0 r.25 32 1.31 2.20 56 3.86It 1.3 33 1t2 - 5n6 2n- t6 0.99 l.t5 1.04 0.a71t213U200513S20!5 300 20?0 1.25 32 't.31 33 2.20 3.86 s8 1.3 33 1t2 - 3n6 a2 - 6ha 0.s9 0.41t 1.04 0.1713U200913E2009300 2070 32 t.31 33 2.20 55 3.86 g8 1.3 3tl 1/2 " 5n0 u-5n6 0.99 0.4t 1.01 0.r?r3u2010 13S2010 300 2070 1.25 32 2.4 3:l 2.56 65 3.86 gE 1.57 10 ln . sI6 2n - 5n6 0-s9 0.15 l.0a 0.at2-1n r. 3/8 13U2503 13S?503 300 20to 1.25 32 1.31 33 2.36 60 4.{1 112 1.33 1n.5n1 2n - 5n6 1.32 0.6 1.54 0.713U250513s25053m 2070 1.25 32 1.31 IE ?.36 60 4,41 112 33 1n-5n6 2n.5n6 r.3z 0.5 1.5{ 0.713u25091332509300 2070 1.25 32 l3l $ 2.30 t0 4.41 112 t,J \n- 5t16 2n - 5n6 t.32 0.6 1.54 0.713U2510t3s2510300 mm r.25 32 1.31 33 2.71 6t t.4l 112 r.57 40 1n.5/t6 2n - 5116 |.32 0.6 1.54 0.73 0.0. r 3/8 13U2903 13S2903 m0 207n 1.25 32 1.31 33 u,4 4.41 '112 t.3 1/2 - sn6 2n - 5n6 1.65 !.75 1.98 !.e13U290513S2905300 ?J'O 300 z0?0 1.25 32 l-31 33 62.4 4,41 112 33 rn.5n6 212 - 5116 1.65 0.75 l.cE !.913U290913S2909't.25 32 1.31 3il 2.5 62.a 4,11 112 rn-sn6 w-5n6 1.55 0.75 1.90 0.t13u291013S2S10300 2070 32 1.31 33 2.8 71.4 4.41 1.57 1ll 1n. fi6 2t2 - 5n6 1.55 0.75 r,9I 0.03t83r13U30031353003300 2070 1.25n r.31 3} 2.1 60 5.1 130 1.3 33 fi-3n 2n .3n 1_98 0.9 2.42 '1.1 3t4 13U3005 1353tn5 300 2070 .23 32 1.31 3:' 2.7 96 t.l 130 1.3 ln^48 2E -3ft 1.S8 0.9 2.42 1113U300913S3009300 2070 33 69 5.1 130 f.i 1n -38 2t2 - Xt8 1.98 0.9 2.42 1.113U3010r383010300 2nn 1,25 32 1.31 3.1 18 5.1 1S0 1.51 a{t 1t2 - 3E 2n -3n l.96 0.9 2.42 1.13/84I 13U4003 13S4003 300 2n0 1.25 x2 1.31 33 7'' 82 6.2 156 1.6 1n -3fi zn-uB 2.4 ,|t.25 3t4 ltu(l05 't3s4005 300 20t0 1.25 72 33 3.2 82 6,? 166 t.3 tit ln - 3t6 2n-3n 2.1 I 2.f5 't3u4009 13S4009 300 2070 1.25 32 33 3.2 82 6.2 166 1.3 1n-lft w-3t8 2.1 1 2.75 r.25r3u40t01354010t00 20m '] 25 32 'I,JI 33 J.0 0t 1.2 t56 l.c7 t{1n-38 2n-38 2.4 't z.16 t.26I I FNE Pennsylvania SnEu 80tk. 19464-3811 .. Toll Free Far 800/849.7013 GP1198 Nalionat Filliogs, lncorporaled U.S.A. . Tel.610/327-4000 . Fax 610/970-9202 319 Circle of Progress . pollstot|,n . A I Faet@r,ny nnutuaB Syst@mn APPROVED @@jtilecmnrcn frnnnengffi 5 & 16 STYLE 15 n - 1- i.I i.8iE;5;5 E.i:6 E : a Ei:EE EIE:; :;c:€ JFEEE g€Ee E;FE;€ iEEiEE.e*E . EaEE ! sE; i3JaaEE iiiEg <Ea5; ?!E$iE:iF* E { iE;EE: E: FE 3 E Ii :g:i EE ?igEE.Fe Be! EEE9€ :E gb E E3;EEiE;E{ i5€;i E 9=sE e is;!5E9:E,E e i +H I €EEgE !EiE€g;5 eE.e-6=l g E E:1€ EE;€FriE:i* E;HiEg 2-1n t1n 3 0.0 1.1t4 l- l+ 2-1n FTnr I Circle ol Progress . Pottstown . Pennsylvania 8mu 800o. 19464-3811 .Nalional Fittings, InGorporaled U.S.A. o Tel. 610/327-4000 . Fax 610/970-9282 . T0ll Free Far 800/543.7013 I I I I I I t I I I I I I I I r The gapperlubeilandbaak I Technical Data: Tqblett Table 5. Type M -.hessure loss inJittings ondvqlves e4ressed in I I fle://C:\WINDOWS\DESKTOP\copper zubmittals\copperfittings.htm NOTES: Allowances are for streamlined soldered fittings and recesd threaded fittings, For threaded fittings. double the allowance shown on the table. The equivalent lengths presented above are based upon a C factor of 150 in the Hazen-Williams friction loss formula. The lengths shown are rounded to the nearcst half foot. Tec hnical Data : Tabl,es T h eApWpr,TubeE andhs p k Nomin*l or starderd size, in, Fittings Valves Standard Ell 90o Tee Coupling Ball Gate BtlIy Check900450 Side branch Straight run 3l .5 1.5 1.5 rl I .5 2 2 -/8 1.5 .)2 I t< 31 2 .)3 J I 2.5 I 4.5 .)4.5 | ,ln J I 5.5 .5 .5 )_) t tl,4 1.5 .5 .5 6.5 ,5.5 2 9 .5 .).5 7.5 9 ', lt- ,2 7 t<12 .)I 10 11.5 3 9 3.5 l5 I I 1.5 15.5 14.5 3 tt,9 3.5 l4 I I z 72.5 4 t2.5 5 2L I I 2 16 18.5 5 16 6 27 1.5 1.5 3 11.5 23.5 6 19 34 2 a 3.5 13.5 26.5 8 29 ll )U J J )12.5 39 5n3t98 @@ WITH RETIEF VAIVE, BYPASS PIPING, AND PRESSURE GAUGE TAPPING. MODET 7-OOO (tlt TISTED/I,I\4.4TPBOVED) PRESSURE RELIEF VATVEFAcroRy sEr AT r 7s psi wrrH oiird srnlr.rZs ni)irr"csrs. I rnoxr vrEw - MoDEr ror I FRONT VIEW . MODEI. I OI I T rorogroph 3 - r,2 requires Au. GRTDDED sysTEMS be provided wnh rerief vorves. 4RtFrcE stzEs THt_rsE .;ar;r:r t., | / 2, | 7 / 32, Er.o (s/s)., EsFR(3/4). I I r=grrnDRAi'ii. MATERIAL LIST MODEL t0l I WITH REIIEF VALVE AND BYPASS PIPING MODEI. IOI IT stzE ovtr^u E Cfl{ l0l I AND t0t tTHt0tI A l0l lT A lsrl'7 gtti',' l9l.tonm I rh" 25Ooftnm I ttc' 37.3&n n _!a 2gtrc" 6(i.6tm.n E F G H 3 5/cu 9323mm 3 3/ru &i.88nm Il3/la"/|5,&lmm 4ehil' I l7.l2mm 6 3ta" 162,12mmI 1tt 7 ettl' l9l.lomm I7tB'- 250.09mm | | tz' 37,5&n|n 2 3/la" !5.63mm 3 i/stt 93.2lmm 3 3/s" 65.6tmm I l3llC' 45,30mm 4 e|rc" I l7.lzmm 6 oto" 162.12mmf 'ro"7 tshc" 20l rfin l0 tt4" 259.ttmm I llltett 4il.70mrn 2ettc"4 ttl, | 0t 36.nm 3 s^C' 62.t4rnm I l5/t6tt 50,l9rDrn 5 ehc, l4l.39mrn 5 try'' 1r2.28fimI tr{E l5lrott 46.6lml'l,ll t/4" 2tl.47fiin Il3lt6" 45,!0mm J't4" !l.50mm 5l/16" l2tmm 3 7tg" 99.l8mm 2 sta" 66.97mm gtu, 206.63mm l0 7te" 2t3.60mmz'6'a/16" 226,l8rnm l1 ttd' n5.0t1!r,I l3ll6t' a5.gh|n 3 th" !lJomm 5 l/rC' l27mm 3 7ts" t)9.l8mm 2 6tso 66,9tmm I trl' 206.6$nm lO ?rs" 2t3.6&nm/r ,v z {.4l, urlrs onty, PART:MATERIAL: $tNP" iEB,,*^,, .Eab! c'PBRoNzE Info,Lrol#f o,orE rvpree runiro rrrLor,r neu,er^v4q4 -- if6fr2r ;iti$fiidiil8' frlt$'oo,o l<'i tr@F-4*- I uL lBttNG EXaIgtN) & o<lss3(N) IAGF MANUFACTRINO COn,|plruv t ]oo.euok€| ton€ Molvern, pA tgi56 USA Telephons: (6t O) 2{r-4900 Fox: (610) 20.4906 www.lertondroln.com JOB NAME: ARCHITECT: ENGINEER: nlIB-ffiHF-'-r --J -J MADE lt'l U.l.A-CONTRACIOR: tr o I I I I I I I I l I I I I I I t I I I The AGF Monufocturing Inc, Model 101 I Motches All The Feotures And Benefits Of Our Populor Model 1000 IESTITDMIN By Providing Both The Test Funciion And The Expres Droin Function, WIth The Added Feoture Of An lntegrol Pressure Relief Volve, The AGF Monufocturlng Inc. Model l0l i T Performs The Some Functlons As Listed Above While Providlng The Fittings Necessory For The Instollotion Of The Included Pressure couge. The Models I Ol i ond I O l 'lT Are Slngle Hondle Boll Volves Thot Are Light Weight And Compocl Include A Tomper Resistont Test Orifice, lntegrol Tomper Reslstont Sight Glosses, And Are 300 PSI Roted. The Volves Comply With All Requirements Of NFPA I 3, I 3R, & 1 3D, Which Stipulotes A Pressure Relief Volve Be Instolled On All Gridded Systems And Downstreom Of All Pressure Reducing Volves. Designed To Relieve Excess Systern Pressure Coused By Surges Or Temperoture Chonges As Well As Solve The Difflculi Problem Of Providing The Relief Volve Wifh A Droinoge-Piping Outlet, Avoiloble In A Full Ronge Of Sizes From 3/4" To 2" NPT & BSPT, With All Specifloble Orifce Sizes 3/8", 7 /16',,1/2',17 /32,5/8'(ELO), & 3/4' (ESFR), The Models l0l I ond I 0l I T Are Shipped Wlth All Necessory Components lncluded. To Expedite System Testing The Unit ls Shipped Semi Asembled With The Relief Volve Porf And The Byposs Droin Port Plugged. The Included UL/FM Model 7000 PRV Feotures A Flushing Hondle And ls Foctory Set At I 75 PSI With Other Settlngs Avoiloble, lvrLr tr L 10r'99 o"*o"'1ffiil1:'"*o",,, uttdll BUTTERFLv vALVES VALVES LESS POSITION MONITOR SWITCHI t I I t I I I I I I t T I I I t BB-SC1 00 fl-hreaded Ends) Sizes 1", 11/e", 11/2", 2u, 21/zu THREADED ENDS BB-SCS02 (2Valve wiMonitor Switch) BBVFCI 00 (Grooved Ends) Sizes 2",21/2" GROOVED ENDS BBVSCSO2 (Valve w/Monitor Switch) VALVES WITH BUILT-IN POSITION MONITOR SWITCH OIMENSIONS . INCHES w ' ls he wrencn maxeuc renen. L4_. is f,ow rerisoace @re+sd rn equNaranr:engl'. o( 3chedulo ao gipe 1 1 1t4 11n 2 21t2 z 1,8 2sa 2 7!8 3 l/a 41,f6 B 5 v:e 5 r 3/32 5 z1tu.6 r,€ 1gr.e 1 r 5/16 2 3/r6 2u.3 5/16 o 1 2a€2 2 t;8 3 r/16 3ra E 1V18 15./t 6 r 98 11P 4 H ? 3t6 7 1t/.1 12 'l 7/1€21t. ) )<'2q'3.25'4.5'10.0' H ATEHI.AL LIST NO.PART MATEFIAL SPECIFICATION 1 Indicator Sinlered lron F0008P 2 Housing Bronze ASTM 584 3 Body Bronze ASTM 584 4 Handle Brass Disc Stain. Stl.Type 304 o Disc Seal EPDM Elaslomer 7 Swilch Housing Die Cast Aluminum M I LWAUKEE VALVE COMPANY 2375 South Burrell Street Milwaukee, Wisconsin 53207 Valves built to take it ,,. since 1901 I I I I I I I I I I t vALVE AND posroN MoNrroR swrrcH lrernluartoN INSTALLATION -- USA A. The BBSC can be installed in any orientation in a piping system using slandard National Pipe Threads. Wrench should be used to hex on the end of valve being threaded lo pipe. Pipe sealants should be used sparingly. L The BBSC-SCKo2 switch can be easily mounted on the vatve in the field. (See special installalion instruclion sheet provided with every switch kit). C. lf onty one micro switch is required, simply cap the second 3 wire lead set with wire nL.ts and tuck inlo iunction box. D. Make electrical connections in accordance with local INSTALLATION * (For Underwrfters' L8boratories of Canada) A. Installation must provide upright orientalion of vave. B. Electrical connections as follows: 'Bonding and grounding lo be in compliance with the requirements of the Canadian-Electiical Code Part 1.' C. Conduit: The insertion depth of lhe threaded conduit must not exceed 1/8' into the swhch housing, and lhe threaded conduit must lit lightly onto the switch. INSTALI.ATION FOR NEW YORK CITYVALVES N.Y.C. special valves have a large flow indicator which points in the direction of the valve disc, indicating open or closed. The valve should be in$alled in a position where lhe indicalor is readily visible. BBSC WITHOUTA POSITION MONITOB SWITCH WIRING DIAGRAM BB'SCS WITH TNTEGRAL POSfTION MONITOR SWITCH NOTE: DETAILED INSTALLATION INSTRUCTION SHEETS AHE PROVIDEO WITH EACH VALVE. I I I I I I "*-" Switch Position With Valve Full Open: To Change Wiring From Normal Open To Normal Closed. Beverse Red and Black Switch Faling: 10 AMPS/115 VAC - 60 Hz ,5 AMP/zE VDC NOTE: Valves incorporating position monitoring swilches are lor indrcr use only, Nol intended for connection lo an alarm control unit. MILWAUKEE VALVE COMPANY, INC. 2375 South Burreil Street Milwaukee. Wisconsin 53207' 1 592 I I ovsR-F VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD I Pottor Eleclrlc Slgnal ComPanY 2081 Cralg Road. P.O. Box 28480 st.loulr MO 63146-4161 (gr 4, 87 84a2r . (E00) 325-39i1 6 Potter Eleotrla Slgnal & Mfg., LTD, 55 Glen Cameron Road Thornhlll, Ontarlo, Canada L3T 1P2 (905) 882-1833 I I I t I I I I UL,U LCTndCSFM Llrtcd' FM!ndLPCApprovld, NYMEAAcc!ptcd $arvlcc Prceeura: Up to 450 PSI Mlnlmum Flow Ratc tor Alrm: t0GPM Mrxlmum Surg!; 18 FPS Contlct Hatlngr: Two s€18 of SPDT (Form C) 15.0 Amp8 al 12ry250V4C 2,0 Amps at 3oV0C Realsllve Condult Entranccri Two knockouls provldad for l/2' condull Envhontn.nlrl splclllc!tlon.:. Sultable Jor indoorof outdoor u8e wllh taclory Installed gasket and dlo.casl hodelng.. NEMA 4/1P64 Ral6d Enclosur€ - use wllh approprlel€ condull fiflhg. Tsmp€ralur6 Rengoi 40nF/'l20oF, 4,5"C/49"C. Non-corroalve al€ev6 taclory In8tslled ln eaddle Crutlon: Thls d€vlc€ 16 nol Intonded torappllcatlon! ln 6xploslve €nvlronmonlS Skr|Avtllabl.: Plpa ach€dule810lhru 40, size3 2'lhru 8' BS 1387 plpe 50mmlhru 200mm Scrvlca Urc: Aulomallc Sorlnkler Ono or two famllY dwelllng Realddnllaloc$upancy up to lour 81orl9s NEtlonel Fke Alarm oode Opllonll; CoverTampat Swltch Kh, Slock No,00900.|8 NFPA-13 NFPA-13D NFPA-13R NFPA.72u.s, PAT. NO.3921989 CANADIAN PAT. NO, 1009680 OTHERS PATENTS PENDING POTTER ELECTRIC, Rd,, 19gO I I I I I I OENERAL INFORTIATION The Modd V$R-F ia a vane tr/pe waterllo$r Ewilci for us€ on w6l spdnkl€r €ystems. lt lB UL Llstod and FM Approvad for use on st6.l plp6i sohsdules l0 through 40, 8lz€r 2' lhru 8'. LPC approwd olzes al€ 2' thru 8- (50mm thru 200mm), Tha unll mqy also b6 us€d ar a B€cllonal walodlow delsctor on |erg€ eydam8. The unll contalns two elngle pole, rlouble lhrow, lnap acllon swhdr€8 snd en adjusleblo, Inslan y r€cycllng pn€uma c rslard. The awllchea are actuet€d whon a tlow ol 10 gallons pet mlnul6 or moro ooqrfs down€trsam of lhc devlce, Tha tlow condltlon musl ExlEl for e p€rlod ol lln6 noc€ssery to overcome th€ selecled rolard oErlod, ENCLOSURE: Tha unlt lE €nclosed In a gancral pufpo6s, dle- casl houslru. The cover le held In place $/llh lwo tamper r€slllafrl screw€ whlch requke a sp€clal k6y for r6moval, A freld Inslalhbl€ 00r/6r tampor $ rllch ls avallable as an opllon whlch may b€ ussd to Indlcata unauthodzed removal of thg cover. See bulleiln no, 6400775 lor lnahllatlon Inslrucllons of thl! swltch. INBTALLATION: 8€. Flg,2 There dwlces may be mounlod on hodzonlal or vertlcal plpo. On horlzontal plpe they ahould bo Inslalled on the lop sldo ot tho plp€ rrvhera lh€y wlll be acoesalble, The unila should not be InElallEd wlthln G' of e flttlng whlch changas th€ dlr€ctlon of the watorllow or r,vllhln 24' of a valv€ or draln, Draln lhe syEtem 6nd drlll a hol€ in th€ plp€ uslng s drcular Eaw In a slow epeed ddll. Tho 2' (50mm) a d 2112' (e5mm) devlc€s rsqulr€ e hole w{lh a dlamcler ol 1 114' + 118' - 'l/16' (33mm 42mm). All other slzea r€qulr€ a hol€ wlth a dlamst3t of 2' +118' (50mm *2mm). Cl6an th€ Inelde plpe of all growlh or olhar mal€rlal tot a dlstanc€ equal to lh6 plpe dlam6l$ on olthcr rld6 ot thc holo, Roll the vane 8o that it may bd Ins€rted inlo lhe hol6; do not bend or craas€ h. ln86rl th6 vang ro that the arrow on lhe oaddle polnh In tho dlrocllon of the walodlow. Install tho saddlo drep and llghl€n nuts ahomaloly to En avantual 50 ttlbs, of torquo (ree Flg.2). The van6 must nol rub lhg ln8ldo 0f th€ plpe or blnd In any way. Spcolfloatlons aubl6c'{ l0 ohange wllhout nollo€, PRINTED II,I U8A PAOE I OF 2MKT. #880mfl . RtV L MFG, {5.t00701 - 11/95I I I I I t t I I I I I I 6"liJiEii'7 close op ,^a J I otot' -_-L-/-- ovsR-F VANE TYPE WATERFLOW SWITCH WITH RETARD FIG.l 6wtrcH T!nHllal C0xNICTIONg cLAMPlt{c PLATI runM['lAL \L\\ -.\$c ^,F1n -lrP\l-\v?J-Xzs\-Zvv! DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME cn6, rt25-J ciunot, An unlnsJlaled secton ol a singlo conductor should not be looP€d alound h6 lerminal and geNe as two separato COnnections. The wire must bo 6ever€d, th€roby pfovidlng sup€rvi- sion of tho conneclion in the svsnt that tho wiro becomes dislodgsd from und6r th€ lormlnal. FIG,3 LoCAI 8€lL IRAr'ISFoRMER oR B tl€RY FOWntD S]GNAIING DEV]CI ]O CHANGE TIME TURN KNOB (TITHER OIRECTION) FOR DTSIRED IIME DIIAY, USE TBE MINIMUM AMOUNT OF RflARD NECESSARY TO PREV€NI FALS€ ALARMS, A "8,, STTTING IS USUALLY AOSOUATE FOR THIS. FACTORY IS SEI TO "8". DWC. #76r -t0 TIGHTEN NUTS ALTERNATELY TO AN IVENTUAL 5OTT.-LBS OF IOROU€ MOUN1 ON PIPI SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFTOW ROLL PAOOLE IN OPPOSIIE DIRECIION OF WATERFTOW TYPICAL ELECTRICAL CONNEgfl ONS CLASS B (STTLE 8) €N0-OF-L|NE RESTSTOR Ckr (SEE NOTE EOL RESISTOR Notei For suporuis€d clrcuit3 s€e "Switch Tenninel Conn€ctions" drawlng and caution nolo (Flg, 1), I #T'fj4[+ _ TO DD'L OEMCES OR RETURN TO CONTROL - NorES: ' o'nc t761-rs I 1. Tho Model VSR-F hee two owitch68, on€ cen b€ used to op€rato a contral 6ta on, propdolary or r6mot€ signallng unit, white theI 0th6r contac,t lE us€d to op€rate a local audlble orvieual annunclator. 2. A condllion of LPC Approval of thlr product i8 that the electrical entry muct bc B6al6d to 6xclud6 moislur€. I TE8NN6 19commendS I lf pfovlded, tho inspectot'a t€et valv6, that lo uaually located at tho €nd ol lhe mo8t rsmot€ branch line, ehould alwav8 b€ u6€d tor - tegt oufDogg3. It th€fe afe no Dfttvlalons for l6stind the ooeretlon ol lh6 fl6w detrr'ltlrtn d.vl.. 6n lh. rvrtern t^trll^fu16n ^f rhate€t purposes. It lh€ro aro no piovlrlons for t6s0ng the operetlon of th6 flow d€toctlon dovlco on th6 Eyst6m, applldillon of th6 VSR.F ie not recommend€d or Edvisable. I a r,n,rrr ltow ot i O gpm ts requlf€d to ectivato thls d€vlc€, IMPORTANT NOTICE: Pleas€ edviso th€ p€raon responslble tor tssting of tho flre prot€ctlon €yetem that thls sysi€m must bet€et6d In aocotdance wlth the t.B ng Instructions. Th€ fr€quoncy ol Inspcctlon and tl acc.ordanc€ wilh applicable NFPA quarterly 0r mor6 tr€qu€ntly). tr3dng lor thc modol VSR-F and lt8 lsBochted { Codog end Standard8 and/or the authorltv ha, ! lsBochted protBctivc monitorlng oyotem should bc In authorlty having judgdlctlon (manulacturef recommend TO INSTALL, DRII.I A HOLE AS INDICATED; PIPE SIZE HOLE gIZE t lo2lE' (lornm !o 65mm) | 114' +1lg' .1116' (€Xlmm r2mm) EtoS' (80mmto 200mm) 2'!18' (60mn*2mm) APPROX. RFTARO SETTINGS (|N SECS,) 0 0 r0-25 20-40 c 35-55 o 50-70 t 60-90 SUPERVSED LOOP (SET NOT') MKT. t800000t - Rtv L MFO. fE/mflfi .11/93 T I PR]NTEO IN U8A PAOE 2 OF 2 I I rnr Tm0 INCORPORATED CORONA. CA . (909)737-5599 79I I I I I I I I I I I T I I I I I 4 3lB _l0nrrn _ 7-3lB 5 IOOO 355 Il|2 l2urnr 9-ll8 6-t/+12506 rl2--_I rl2 l2nl ur to-l/8 6-3/.+1250 FIG.2OO ADJUSTABLE BAND HANGER Size Ro.nge * 1/2 thru 8 inch pipe. Materio.I - Carbon Steel, Mil. Galvanized to G-90 specifications. Funetion - For fire sprinkler and other general piping purposes. Ifuurled swivel nut design permits hanger adjustment after installation. Features r (t/2 thru 2 inch) Flared edses ease instaljation for all pipe rypes and protecttPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. . (2-t /2 thru 8 inch) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approuals - Underwriters' Laboratories listed (l/2" thru 8") in the U.S. (UL) and Canada (cUL) for Steel and CPVC plastic pipe and Factory Mutual Engineering approved (3/4" thru B"). Conforms to Federal Specifications WW-H-171E, Type 10, and Manufacturers Standardization Society SP-69, type 10. M o.ximum Temperature - 650"F. Finish - Mil. Gah'anizcd and Stainless Steel. Ord.er By - Figure number and pipc size. PIPE ROD SIZE MAX. REC. APPROX.SIZE Inch Metric* A B LOAD LBS. WT./IOO \1:2 g/8 Srnnr or l0nrnr 3-ll8 2-5/B 11 @% 1- 2 inch pipe 3/4 3/B Snrur or lonun lJ-l/B 2-rl2 _ I 3/B il]lnr or lonrn U-lJ/8 2-.5/B -- l-ll-l lllU Unrnr tll_Lqlll\ 3- 1_11_r, :11-[- l]rrrrrr rrr 1Onr|in _3f.13_]J.&__-992 :ll8 tlnlrlr ol l0nl|ti 4-tl'22-r/'2 3/rl I Onrnr 5-sl8 4-1lB 3/B lOnrnr ._.5-lt 112 - 314 inch pipe 2 112 - I inch pipe " Ot <lcl l;ig. 2t)t) Nl l2nmr__13-r/8 il-3/4 r25O 136 *90 IN@RPOMTEO COROM, CA r (909)737-3599 53 I I I I I I t I I I I I I I I I I I I FIG.65 AND FIG.66 REWRSIBLB C-TypE BEAM Cr,AMpS - 3/4 AjIID t-Uq INCH THROAT OPENINGS Size Range - (Fig. 65 and Fig. 66) 3/8 thru 5/8 inch rod (t/2 thru 10 inch pipe). Msterial - Carbon Steel with hardened cup point set screw andjam nut. Futl.ction - Recommended for hanging from steel beam where flange thickness does not exceed 3/4 inch (Fig. 65) or t-1f4" (Fie.66) Features - All steel construction eliminates structural deficiencies associated with casting tlpe beam clamps. May be used on top or bottom flange of the beam. (Beveled lip allows hanging from top flange where clearauce is limited.) May be installed with set screw in uo or down position. Offset design permits-unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approuals - Underwriters' Laboratories Listed in the U.S. (UL) and Canada (ctll). Factory Mutual Engineering approved. Conforms to Federal Specification Society SP-69, type 19 and 28. Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet #13, 3/8 inch rod will support tl2 thru 4 inch pipe, r/z inch rod will support l/2 thru 8 inch pipe. Finisft - Plain, Electro-Galvanized, and HDG. Order .By - Figure number, rod size, and A Size _ -.. Fig.65TABLE Rod Size Pipe B C D E F Max. Rec. Approx @% iffi Load LBS.' Wt,/rOO!-4 r-3h6 - 8 t-rl2 610 28Z 9 r6 10 l- -4 r-3116 t-114 | 7116 I FIG.65 FIG.66 Fis. 66 TARI.E I(od srze Pipe B C D E F Max. Rec. Approx,{ pize r,oad r,BS,* Wt.TroO 10 r-u2 L-*Max. loads clamp with set screw | 9lt6 1- 610 28 I I I I I t I 1. PRODUCT NAME Viking Microfast@Model M Standard Re- sponse/Quick Response Extended Cov6rage Horizontal Sidewall Sprinkler Base Part No. 09758 . Sprinkler ldentification No. VK606t t Sprinkler identilication number provjded in accor- dance with the 1999 edition of,{FpA 13, Section 3-2-2. Available since 1996. 2. MANUFACTURER The Viking Corporation 210 N. Industrial Park Road Hastings, Michigan 49058, U.S.A.Telephone: (616) 94S-9S01 (877t 384-5464 Fax:(616) 945-9599 e-mail: techsvcs @ vikingcorp.com 3. PRODUCT DESCRIPTION Viking Microfast@ Standard Re- sponse/Quick Response Extended Coverage Horizontal Sidewall Sprinkler Base Pan No. 09758 is a small, high-sensitivity glass-bulb spray sprin-kler listed for many diffbrent applications. . Listed as a standard response sprinkler for use in Light Hazard oc- cupancies with extended areas of coverage below smooth tlat, horF zontal ceilings. . Listed as a qulck response sprinkler for use In Llght Hazard occupancies with extended areas of coverage be- low smooth f lat, horizontal ceilings. . Listed as a quick response, specific appllcatlon sprinkler for use in Light Hazard occupancies with extended areas of coverage when installed be- low ceilings wlth slopes ranging from a U12 (9.5") to 4n2 (18.4') pitch. Refer to the approval chart on page 82 d fordetails. The sprinkleris available with several ditferent finishes and temDera- ture ratings to meet varying design re- quirements. The orifice desiqn allows efficient use of available watei supplies for hydraulically designed fire-protec- tion systems. The small, rugged O mm glass bulb and special dellector com- bine speed of operation and area of cov- erage to meet quick response extended coverage standards. Special Polyester and Teflon@ coatings are available for use in decorative aooli- cations, In addition, these tinishes are Iisted as corrosion-resistant finishes for protection against many corrosive envi- ronments. During tire conditions, the heat-sensi- tive liquid in the glass bulb expands, causing the bLjlb to shatter, releasing Note: Units of measure in parentheses may be approximations. Form No. F_080788 For Llght-Hazard Only Deflector: Copper UNS-Cl 9500 Bulb: Glass, nominal 3 mm diameter Seal: Teflon@ Taoe Spring: Nickel Atloy Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel uNs-s30400 Polyester-Coated Sprinklers Spring: Nickel Alloy, exposed Screw: Brass UNS-C36000. Nickel plated Pip Cap and Insert Assembly: Cop- per UNS-CI .|000 and Stainless Steel UNS-S30400 Tef lon@-Coated Sprlnklers Spring: Nickel Alloy, exposed the pip-cap and sealing spring assem- bly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extin- guish or control the fire. 4. TECHNICAL DATA LISTINGS Refer to Table 2 on page 82 d. See Table 2 for minimum water supply requirements and maximum area of coverage. Refer also to Figure 1 Sloped Ceiling Installation Notes on page 82 c. Glass-bulb fluid temperature rated to -65 "F (-55 "C). Rated to 175 psi (1 207 kPa)waterwork- ing pressure. Factory tested hydrostatically to s00 psi (3 448 kPa). Spring: U.S.A. Patent No. 4,167,974 Deflector: U.S.A. Patent No. 4,296,816 Testing: U.S.A. Patent No. 4,Bgl ,870 Bulb: U.S.A. Patent No. 4,796,710 Thread Size: 3/4" NPT (20 mm) Orifice Size: Large Orifice Nominal K-Factor: 8.0 U.S. (1 1,5 metric-) ' Metric K-tactor shown is lor use when pressure is measured in kPa, When pressuro is measured in BAFI, multiply the metric K-factor shown by 10.0. SPBINKLER MATERIALS Frame: Brass Castings UNS-C84400 Specific Application Listing Note When the Viking Microfasp Ouick Response Extended Coverage Horizontal Sidewall Sprin- kler is installed below ceilings wilh stopes ranging from a 2/12 (9.S") pitch to a 4/12 (18.4") pitch, it is UL Listed as a "Specitic Application Sprinkled'. ln these applications, Sections 7-?.3.2.4 and Z -Z.S.Z.S ot the 1999 Edition ot NFPA 13 do not apply regarding System Area of Operation. The Viking Microlaspeuick Hesponse Extended Coverage Horizonlal Sidewall Sprinkler should be insialled according to the areas of coverage, flows, and pressures listed in Table2on page 82 d. Referalso to Flgure 1,Installa- tion Notes, on page 82 c. II I I t I I I It I New format replaces sprinkler page 54 a-d, dated May 27, 1999 and page 82 a-d, dated February 24, 2000. \IKIJ\G-MICROFASP STANDARD RESPONSE/QUICK RESPONSE EXTENDED COVERAGE HSW SPRINKLER BASE P/N 09758 Sprinkler Temperature Classitication Nominal Sprinkler Temp€rature Rating (Fuslng Point) Ceilinq TemDerature at SDrlnkler Bulb ColorMax. Ambient TemD. Allowedl Max. Rgcommended Amblent Temo.2 Ordinary 135 'F (57 'C)115 "F (46 'Cl 100 'F (38 'C)Oranoe Ordinary 155 'F (68 'C)135 "F (57 "C)100 'F (38 'C)Bed Int6rmadiate 175 "F (79 'C\155 "F {68 .C)150 "F (65 "C)Yellow Sprlnkler Flnishes: Brass, Bright Brass, Chrome-Entof (patents pending), White polyester, Navajo White, Black Polyestar, and Black Teflon@ ' Corrosion-Resistant Coatin93: White polvester. Black polvester. and Black Teflon@ Footnotes ] Based on Natlonal Fire Prevention and Control Administration Contract No.7-94860.' Bas€d on NFPA-13. Other limits may apply, depending on tirB loadinq, sprinkler location, and olher requirements of the Authority Having Jurisdiction. Refer to-spbcific installation slanoards. 3 The corrosion-resistanl coatings have passed standard corrosion tests required by particu- lar approving agencies. Refer to the approval charl on paoe g2 d. These tests cdnhot and do nol repressnt all posslble corrosive ehvironments. Piior-to installation. verifv throuoh the end-user that lh6 coatings are compatible with or suitable lor the proposed enviroriment. -.^rn9 to.attngs.Indtcatsd are applied to the exposed exterior sudaces only.NOTE: The spring is exposed on tfre polyestei-Coated sprinklers. I I I I I I I I I I t I I I I I I Screw: Brass UNS-C36000, Nickel plated. Pip Cap ,and Insert Assembly: Cop- per UNS-Cl 1000 and StainlessSteel UNS-S30400, Tefton@ Coated AVAILABLE FINISHES Brass, Bright Brass, Chrome-EnloW (patents pending), White Polyester, N'a- vajo White, Black Polyester, and Black Teflon@ ACCESSORIES Sprinkler Cabinets: A. Six-head capacity: Part No. 01724A B. Twelve-head capacity: part No. o17254 Available since 1971 . Sprinkler Wrenches: A.Standard Wrench: Part No. 10896W8 (availabte since 2000) or 05000CW/8 (no longer avail- able) B. Wrench for coated and recesseo sprinklers: Part Number 07398W" (available since 1 990).'A 1/2" ratchel is required (not available {rom Viking). Refer to the "Sprinkler Accessories" section of lhe Viking Engineering and Design Databook. 5. AVAILABILITY AND SERVICE Viking products are available through a network of domestic, Canadian, and in- ternational distributors. Refer to the yel- low Pages of the telephone directory for a local distributor (listed under 'Sprin- klers-Automatic-Fire") or contact Viking. 6. GUARANTEES For details of warranty, refer to Viking's current list price schedule or contact The Viking Corporation direc y. T.INSTALLATION WARNING: Viking sprinklers are manu- factured and tested to meet the rioid re- quirements of the'approving agency.Ine sprinklers are desioned to be in_ stalled in accordance w'ith recoonized installation standards. Deviatiori lromthe standards or any alteration to the sp_rinl<ler .after it leaves the factoryincluding, but not limited to: painting,;hi_ ically nullify the approval and any guar antee made by The Viking Corporation. A. Sprinklers are to be installed in ac_ corctance wiih the latest published standards of the National Fire protec- tion Association, Factory Mutual, Loss Prevention Council, Assemblee Pleniere, Vertand der Sachver- sicherer or other similar organizations, and also with the provisions of govern- mental codes, ordinances. and stan- dards whenever apolicable. The use of extended coverage sprinklers may. be fimited due to occupancy and haz- ard. Refer to the Authority Having Ju- risdiction prior to installation. B. Sprinklers must be handled with cafe. They must be stored in a cool, dry place in their original shipping con- tainer. Never install sprinklers that have been dropped or damaged in any way. Never install sprinklers that have been exposed to temperatures in excess of the maximum ambient temperature allowed. Never install any glass-bulb sprinkler if the bulb is cracked or if there is a loss of liouid trom the bulb. lf a glass bulb tacks the appropriate amount of fluid, it should be set aside and returned to Vikino (or an authorized Viking distriburoij lor analysis as soon as possible. lf the sprinkler is not returned to Viking, it should be destroyed immediately. C. Corrosion-resistant sprinklers must be installed when subject to corro- sive atmospheres. When installing corrosion-resistant sprinklers, care must be taken not to damage the cor- rosion-resistant coating. Use only the special sprinkler wrench (any other type of wrench may damage the unit). DO NOT use the sprinkler deflector to start or thread the sprin- kler into a fitting. D. Use care when locating sprinklers near fixtures that can generate heat. Do not install sprinklers where they would be exposed to temperatures that exceed the maximum recom- mended ambient lemperature for the temperature rating used. E. Do not install Microfast@ Standard Response/Quick Response Ex- tended Coverage Sprinklers in areas subject to mechanical damage. Ade- quate heat must be provided when sprinklers are installed on wet-pipe systems. When installing these sprinklers on dry systems, reler to appropriate installation ouides. F. Before installation, be Jure to have the appropriate sprinkler model and style, with the proper orifice size, temperature rating, and response characteristics. Microfast@ Standard Response/ Quick Response Extended Cover- age Sprinklers must be installed below smooth, flat, horizontal or sloped ceilings allowed by the list- lng only. Table 2 on page 82 d and Figure 1 on page 82 c indicate min- lmum and maximum distances these sprlnkler may be Installed below the ceiling. Always install horizonlal sidewall sprinklers with the top of deflectors aligned parallel with the ceiling or roof. Horizontal sidewall sprinklers must be installed with detlectors located between 4" and 6" (102 mm and 152 mm) from walls. Exception: Horizontal sidewall sprin- klers may be located less than 4" (102 mm) lrom the wall in which they are in- stalled. Sprinklers must be installed af- ter the piping is in place to prevent me- chanical damage, '1 . lnstall escutcheon (if used), which is designed to thread onto the ex- ternal threads of the sprinkler. Refer to the "Sprinkler Acces- sories" section ot lhe Viking Engi- neering and Design Data book for technical data on approved es- cutcheons and other accessories. 2. Apply a small amount of pipe-joint compound or lape to the male threads only, taking care notto al- low a build-up ot compound in the sprinkler inlet. 3. Install the sprinkler on the piping using the specialsprinkler wrench only, while taking care nol to dam- age the sprinkler operating parts. DO NOT use the sprinkler deflec- tor to start or thread the sprinkler into a fitting. G. After installation, the entire sprinkler system must be tested in accordance with recognized installadon standards. The test is applied after sprinkler instal- lation to ensure that no damage has oc- cuffed to the sprinkler during shipping and installation, and to make sure the unit has been properly tightened. 8- MAINTENANCE NOTICE: The owner is resoonsible for maintaining the lire-protection system and devices in proper operating condi- lion. For minirnum maintenance and in- spection requirements, refer to the Na- tional Fire Protection Association's pamphlet that describes care and main- lenance of sprinkler systems. In addi- .or modilication, may render rnoperative and will automat- \IKING'MICROFAST@ STANDARD RESPONSE/OUICK RESPONSE EXTENDED COVERAGE HSW SPRINKLER BASE P/N 09758 Viking Technical Data may be found on The Viking Corporation's Web site ai http://www.vikingcorp.com. The Web site may include a more recent edilion of this Technical Data page. ing, I I I I I I I I I I I I I t I tion, th€ Authority Having Jurisdiction may have additional maintenance, test- ing, and inspection requirements that must be followed. A. Sprinklers must be inspected on a regular basis for corrosion, mechani- cal damage, obstructions, paint, etc. The frequency ol inspections may vary due to corrosive atmospheres, water supplies, and activity around the device. B. Sprinklers that have been fietd painted or mechanically damaged must be replaced immediately. Sprinklers showing signs of corrosion shall be tested and/or re- placed immediately as required. lnstal- lation slandards require sprinklers to be tested and, if nec€ssary, replaced after a specilied term oi service. Refer to the installation standards and the Authoritv Having Jurisdiction forthe specified pe- riod of time after which testing and/or replacement is required. Sprinklers that have operated cannot be reassembled or re-used, but must be reDlaced. When replacemenl is necessary, use only new spdnklers. C. The sprinkler discharge pattern is critical for proper fire protection. Therefore, nothing should be hung from, attached to, or othenruise ob- struct the discharge pattem. All ob- structions must be immediatelv re- moved or, if necessary, additional sprinklers installed. D. When replacing existing sprinklers, the system must be removed from service. Refer to the appropriate sys- tem description and/or valve instruc- tions. Prior to removing the system from service, notify all Authorit{es Having Jurisdiction. Consideration should be given to employment of a fire patrol in the affected area. 1 . Remove the system lrom service, drain all water, and relieve all pressure on the piping.2. Using the special sprinkler wrench, remove the old sDrinkler and install the new unit. Care must b€ taken to ensure that the roplacement sprinkler is lhe proper model and style, with the appropriate oritice size, tempera- ture rating, and response charac- teristics. A fully stocked spare sprinkler cabinet should be pro- vided for this purpose. 3. Place the system back in service and secure all valves. Check lor and repair all leaks. E. Sprinkler systems lhat have been subjected to a fire must be returned to service as soon as possible. The entire system must be inspected {or damage, and repaired or replaced as necessary. Sprinklers that have been exposed to corrosive products of combustion or high ambient tem- peratures, but have not oporated, should be replaced. Refer to the Au- thority Having Jurisdiction for mini- mum replacement requirements. Figure 1: Slopecl Ceiling Installation Notes Notes: 1 . In sloped ceiling installations, this sprinkler is listed for installation at the high-point intersection of the wall and the ceiling. rn _ sloped ceiling installations, the spray must be directed down the slope. Spray may not be directed across the slope.2 Listed areas ol coverage for sloped ceilings correspond to ceiling stope. lror'stofeo c;iling applications, actual floor c6verage will be less than the listed area.) I \IKINIG MICROFAST@ STANDARD RESPONSEiQUICK RESPONSE EXTENDED COVERAGE HSW SPRINKLER BASE P/N 09758 Distance from ceiling to detlector: 6" to 12' (152 mm to 305 mm). Always align top of de{lector 18.4"'Max. parallel with the ceiling or rooi. Microfast' Quick Response Extended Coverage Horizontal Sidewall Sprinkler Base Part Number 09758 installed with the Micromatic@ Model E-l Recessed Escutcheon I I I t I I I I t I I I I t I I I I t o New format replaces sprinkler page 54 a-d, dated May 27, 1 999 and page 82 a-d, dated Fe'uary 24,2OOO. \IKING'MICROFASTO STANDARD RESPONSE/QUICK RESPONSE EXTENDED COVERAGE HSW SPRINKLER BASE PiN 09758 Approval Chart Microfasto Standard Respons€/eulck Response Extended Coverage Horizontal Sldewall Sprinkler Base Part Number 097SBl ;-- Temperature KEY t {-- Ftnrsh AI X <-- Escutcheon (il applicable) NPT Thrgad Size I Nomtnat K-Factor i,Inch mm u.s.metrica Inch mm Part No,l ldentitication No.12Horizr4at I st4 | 20 8.0 3.2 | 81,3 09758 VK6O6 Maximum Areaa of Coverage5 Distance below Ceiling Minimum Waler Supply Fequirementss Listings2 UL3 ULC6 NYCs Standard Response Applica ons Installad Below smooth, Flat celllngs 16' Wide x 16' Throw (4,9 m x 4,9 m)12 to 18'?9 gpm @ 13.1 psi (109,8 Umin @ 91,2 kpa)81Z 81Z B1Z I6 lvjde x 18'Throw (4,9 m x S,5 m)12 to 18"31_!prnlql5.0 psi (117.3Umin @ iOg,4kpa)81Z 81Z I6' Wde x 20' Throw (4,9 m x 6,2 m)12 to 18"_ 34 gpm @ 18.1 psi (128,7 Ltmin @ 125,3 kpa)81Z B'tz 81Z 16', Wgg x_?q-I!Iq44,9-ry9?r) _ 16'Wde x 22'Throw (4.9 m x 6,7 m) 18 to 20"r1 l-| 36 gpm @ 20.3 psi (136,3 Umin @ 141,0 kpa) 4to6"36 gpm @ 20.3 psi (136,3 Umin @ j41,0 kpa)B1Y 81Y _ te'Wide x tO'Throw (+,g m x tp6-- lre-Y{SerIfrery{1f-rriqm) I 16'Wide x 18'Throw (4,9 m x S,5 m) | Quick Fesponse Applicatlons Installed Eelow Snlooth, Ftat Ceilings c1Y6 to 12"23 gpm @ 8,3 psi (87,1 Umin @ 57,0 kpa) 26gpm @ 10.6psi (9q,4Umin @ 79,2 kpa)c1x c1x 6 to 12"29 gpm @ 13.1 psi (109,8 Umin @ 91,2 kpa)ClX 41X clx 16' Wide x 20' Throw (4,9 m x 6,2 m)6 to 12"q2 gpm @ 16.0 psi (121,1 Umin @ 110,9 kpa)D1X DlX DlX 16'Wide x 22'Throw (4,9 m x 6,7 mi 4to6"_ .6gpm @ 20.3 psi (136,3 Umin @ 141,0kpa)01Y DlY Specifl c Application, euick Response Installed Below sloped ceilings, wlth pitches from 212 inJi;. through 4112 inJin. (9.5" to 1s.4.).For installation at the hlgh-point Intersection of the wall and the celling with spray dlreaed-down the slope, Refer to Floure i on oao€ 82 c. 16' Wde x 16' Throw (4,9 m x 4,9 m)7 6 to 12"26 gpm q 10.6 psi (98,4 Umin @ 73,2 kpa)c1x A1 X 16' Wide x 18' Throw (4,9 m x S,S m)7 6 to 12"29 gpm @ 13.1 psi (109,8 Umin @ 9i,2 kpa)clx A1X 16'Wide x 20'Throw (4,9 m x 6,2 m)7 6 to 12"32gpnl@ 16.0psi (12r,1 Umin @ 1io,gkpa)DlX D1X B c D Approved Temperature Ratings 135 'F (57 "C), 155 "F (68 "C). anu'175 'F (79 'Ct 15s'F (68 .C) 135 "F (57 "C) and 155 'F (68.C) 135 "F (57 'C) and 175 .F (29 "Ci Approved Fintshes 1 - Bras$, Briqht Brass, Chrome-Enlof, {hite Polvestere, Black Polyesters, Navaio White. and Black Teflon@ Approved Escutcheons X - St{dard surface-mounted escutcheon or the Micro- fast'Model F.lAdiustable Escutchaonl0, or recessed with ths Micromatlc@ Model E-1 Fecessed EsculcheonY - StErdard surface-mounted esculcheon or ths Micro- fast@ Model F-l4diustable EscutcheonloZ - The MicrolasP Model F-1 Adiustable Escutcheonlo orrecessed with the Micromatic@ Model E-1 Recessod Es- cutcheon Footnotes ] ga,se part number is shown. For comprete partnumber, refer io viking's current price schedure.z rhis table shows lhe listinos and apprbvats'avaitabrelt rtutiid;i a;i"ii;g. CI#;;tilod1|fr;i be in process. check with rhe manufaqurer ^ tor any additional listinqs -or aoorov'als. ;.LlL lisllng is for Light H'azard bbcupancies only.i Metric K-Factorshown jsfor use when.pressure is'measured in kPa. whe_n pressrire is measured in BAR, multiplythe metric K-Factor shown bv 10.0.5 Forareas or coveraoe smarrerthan shown, uss the "Minimum WaieiSu[pii i.il;eiffii #in''Jilii'iil5ii,,it!i!ii"i'J!"irlii[ilir1l,],liii{Jp,i"- - klers of similar K-Factor. : Listed by Underwrite/s Laboratori€s, Inc. for use in Canada.: Lrsleo area ot coveraoe measured along ceiling slope. Consult Figure 1 on page 82 c for sloped ceiting installation noles.6 Accept€d tor use, citt of New yo/k eoa?o ot sianoiro. *o App"-"rs, careridai tll;bei 2i g:z-o:sn _: UL and C-UL,Listed ds corrosion resistant. 'u rhe Microtast'D Mod6l F-1 Adiustable Escutcheon is considered a surface-mounted escutcheon because it do6s not allow the fusible el€menr ,, glJ!9 :?ll!1"119-be recess6d behind tho Jace ot tre wari oi-ceirins.' ' vvnen useo ln standard Flesponse Applications, Vikino Sorinkler Pafr No. 09_758 has passed UL 199 fire iesting when Installed at 2o', (SOg mm)below smooth, trat, horizontalceilings tor 16'wide x 20Ytohs r+,9 m;ioe;6,2;];g;);;;;;i;u6iag" *n"n supptied with 36 gpm @ 20.3 psl(19q.3 u.t!-n @. 141 ,0 kPa). No listing is availa_ble oecausL'cirrreni tnstartition stihoaioi iimil in-eliaxrmum drstance betow a ceitino to 18,.(457mm) Fordocumentationoftestiesuttsatzo'(508m')L;rowrhe;iti;d,;;ia;wi-i;s;;ii;d&iffi'rili"i"ifia36io1""ifiJ,.ril,n"" ,, FI!-gI99d C^oy?l"ge Horizontat Sidewa Sprinkter'speciat Services nepon.'- bpnnKrer r.u. No. provided in accordance with the'1999 edition of NFPA 13, section 3-2.2.NOTE: Horizontal sidswallsprinklers mustbe installed with dellectors located between 4" and 6', (102 mm and 152 mm) from walls. Exce tion:Horizontal sidewall sorinkiers may be located less than 4" (ioz mml trom ine rilir'l'i*r'icl i-r-lJv!'i6-iisiJrr,jolnr*dvi'iiliiri r'6itii,niiisTf,'j*"tsprinkters with the top ot the deftactors atigneO parafiet wirh ttre iiliiing bi'ri,6r]'! i" "i nvrr q'|v' s'e "'sr Table 2 Form No. F_080788 I I October 1, 2000 I I I I t I t I I I I I I 1. PRODUCT NAME Viking Microfaslo/MicrofastHP@ Model M-5 Horizontal Sidewall Sprinkler Base Part No. 09533 . Sprinkler ldentification No. VKzl42t t Sprinkler identificalion number prwided in iccor_ dance with lhe 1999 edilion ol NFPA .13. Section 2. MANUFACTURER The Viking Corporation 210 N. Industrial Park Road Hastings, Michigan 49058, U.S.A.Telephone: (616) 945-9501 (8771384-5464Fax'. (616) 94s-9S99 e-mail: techsvcs@ vikingcorp.com 3. PRODUCT DESCRIPTION Viking Microfast@/MicrofastHpo Hori- zontal Sidewall Sprinkler Base part No. 09533 is a small, high-sensitivity glass- bulb spray sprinkler listed lor many dif- ferent applications. . Listed as a standard response sprinkler for use in Light Hazard oc- cupancies with extended areas of coverage below smooth flat, hori- zont?l ceilings. Listlngs up to a maximum of 250 psi wwp.. Listed as qulck response for use in Light and Ordinary hazard occupan- cies with standard areas of cover- age below smoolh, ftat, horizontal ceilings. Listings up to a maximum of 250 psi wwp. . Listed as quick response sprinkler ior us€ in Laght Hez.rd occupanciF wilh extended areas of ooveraEe below smoolh flat horizontal ceilings. List- ings up to a maximum of 250 psi wwp.. Listed as a qulck response, specific application sprinkler for use in Light l'lazard occupancies with extended areas of coverage when installed below celllngs wlth stopes rangingfiom a ?i12 (9.5") to 4t'tz (19.4"1 pitch. Max. 175 psi wwp.. Llsted for residontial occupancles below smooth, flat, horizonial ceil- ings and ceilings with slopes up to and includlng a 6/12 (26.0.) pitch. _M.ax. 175 psi wwp. Herer to the approval charts for details. The sprinkler is available with severar different finishes and temperature ral- ings to meel varying design require- ments. The orifice design allows effi- crent use of available water supplies for hydraulically designed fire-protection systems. The small, rugged 3 mm glass bulb and special deflector combine speed of operation and area of cover- age to meet quick response, extended coverage, and residential standards. Note: Units of measure in oaren- theses may be approximations. Fnrrlt Al^ f: ato44al'7 The special Polyester and Teflon@ coal- ings are available for use in decorative applicalions. In addition, these two fin- ishes are listed as corrosion-resistant finishes for protection against many cor rosiv€ environments. During fire conditions, the heat-sensi- tive liquid in the glass bulb expands, causing the bulb to shatter, releasing the pip-cap and sealing spring assem- bly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattem to extin- guish or control the fire. 4.TECHNICALDATA LISTINGS: Refer to the approvalcharts. Minimum Operating Pressure: For Quick Response Applications with Standard Areas of Coverage: 7 psi (48,3 kPa). For E)dended Coverage and eREC Applications: Refer to Table 3 for minimum water supply requirements and maximum area of coveftlge. For Residential Applications: Reler lo Table 2 for minimum water supply requirements and maximum area of coverage. Refer also to Figures 3 and 4 for installation quidelines. Glass-bulb fluid temperaiure rated to -65.F (-5s.C). Reterto the approval charts for maxi- mum rated water The hlgh pressure (HP) sprinkler can be ldentified by locating the number "250" on the deflector. Factory tested hydrostatically to 500 psi (3 448 kPa). Spring: U.S.A. Patent No. 4, 167,974 Deflector: U.S.A. Patent No. 4,296,816 Testing: U.S.A. Patent No. 4,831,870 Bulb: U.S.A. Patent No. 4,796,710 Thread Size: 1/2' NPT (15 mm) Orifice Size: Standard Orifice K-Factor: 5.5 U.S. or 5.6 U.S. Nomi- naltt (7,9 metric") ttNominal U.S. K-factor provided in accordance with the 1999 aditlon of NFPA t g Section 3-2.9. 'Melric K-lactorshown ls tor usa when Dressure i8 measured in kPa. When pressure is msasured in BAR, multiply lhe metric K-fador shown by to_o. Overall L€ngth: 2-1 1/16" (68,3 mm) SPRINKLER MATERIALS Frame: Brass Castings UNS-C8if400 Deflector: Copper UNS-C1 9500 Bulb: Glass, nominal 3 mm diameler Seal: Teflono Tape I New format replaces page 41 a-d, dated 2-17-oo, page 52 a-d, dated 1G14-99, page 82 a-d, dated2-24-00' and pages 42 a-c, g a-d, 90 ac, and 142 j-n, dated $27-99. Also retei io tlrre apprdpriate Sprinkler 42 a \IKING'MICB0FASl4/Microf astH Po HORIZONTAL SIDEWALL SPRINKLER BASE PART NUMBER 09533 -Soecific Aoplicatlon Listing Note yllT_YtjlS,l4!"i9fasP Quick Respons€ Horizonrar Sidewalt Sprinkter Bas€ part No. oes3s age, and llows and pressures listed in Table30n page 42 d. Refe r also-to Flgure 2, InsiallationNotes, on paqe 42 b. i: iTFllgl_b9L"y:?itinss wirh stop;s rangins from izitisJ.I'pii;ito a +rrz (1s.4.) pitch, it rs uL usted as a 'spscific Application sprinklef for sxtended dr6as of coveragi in l_ibht Hai-ard occupancies only. Max. .l75 psi wwp f n these appfications, secflons 7-2.9.2 .4 and 7 -2,3.2.5 ol the 1999 Edition of NFpA-r3 do not :pfll lgS:lqi".q Slstemnrea.oi Opqration. Viking nrrcrotasP-Oui& Response Hortzonralsnewal upflnxrer Ease part No. 095a3 should be installed according to the areas ot cov€r- prinkler Finlshes: Brass, Bright Brass, ( vajo While, Black Polyester, and Btack T rrosion-Re_slstant Coa n gss: White polyester, (patents pending), WhiE Polyester, Na- Navajo White, Black Polyester, and Based on Nationat Fire p,.urntion uno E?onlloltiiministration conrracr No.7-34860. Based on NFPA-r3. other limits may appry, depending on fire roading, €prinkler tociiion, anooth€r reqliremenF ot the Aurhortty Having iurisitiction.heferto specific installation stanodrG.The corrosion-resistant coatings have pissed standard conoiLin testi reqriiea uvFCrtidurai 1ggLoJlS gS?l9i9s. Refertothe approvalcharrs. Thesstests cannotanddo not r<ijreseni ittpossrDre corrosffe environments. prior to installation, verity through the end-usar that thecoatings are compatible with or suitabre for the prop6sed 6nvkonirent. rne coatingi indi-cated are applied to the exposed exterior surfacds dnlv. OTE: The spring is exposed on the Teflono Coated an6 polyester Coated sprinklors. I I I I I I I I I I I I I I I I I t I Sprinkler 42 b Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-Ci1000 and Stainless Steel UNS.S3O4OO Polyester-Coated Sprinklers Spring: Nickel Alloy, exposed Screw: Brass UNS-C36000, Nickel plated. Pip Cap and Insert Assembly: Copper UNS-C l 1000 and Staintess Steel UNS-S30400 Teflon@-Coated Sprinklers Spring: Nickel Alloy, exposed Screw: Brass UNS-C36000, Nickel plated. Pip Cap and Insert Assembly: iopper UNS-C11000 and Staintess Steel UNS-S30400, Tefton@ Coated AVAILABLE FINISHES Brass, Bright Brass, Chrome-EnlolF (patents pending), White Polyester, Ni- vajo White, Black Polyester, and Black Teflono ACCESSORTES Refer to the "SPRINKLER ACCES- SORIES" section of the Viking Engi- neeing and Design Databook. October 1 , 2000 \IKII\G'MICR0FASf/MicrofastH po HORIZONTAL SIDEWALL SPRINKLER BASE PART NUMBER 09533 MicrolasP/MicrofastHPo Horizontal Microfasp/MlcrofastHpo Horizontal Sidewall Sprinkler Base Part No. 09593 InsrFlled wlth a Standard 1/8,, (3,1 mm) SurtacF Mounted Esculcheon NPT (5,t,7 Mlcrotaslo/MlcrotastHP@ Horizontal Sidewall Sprlnkler Base Part No, 09533 Installed with a Micromatic@ Model E-l Fecessed Escutcheon I I_L, Microfasp/MicrolastHpo Horizontal Sldewall Sprlnkter Base Part No. 09593 Installed with a Microlasto Model F-l Adiustable Esculcheon Figure 1 Noles: 1. In sloped ceiling instaltations, this sprinkler is listed for in- stallation atthe high-point in- tersection ot the wall and the csiling. In sloped ceiling insbt- lalirrE, the spray must be di- rected do\ /n the slope. Spray rnay not be directed across lhe slope. 2. Lisled area of coverage for sloped ceilings corres@nds to ceiling slope. (For sloped ceiling applications, actual floor covsrage will be less than listsd area.l 18.4' Max. i Distance lrom cefling to deflector: 6" to 12' (152 mm b 305 mm). Always align lop of defleclor par allel wfth the ceiling.Microf asP Horizontal Sidewall Sprinkler Base Part No. 09533 instrlled with he Micromatic@ Model E-1 Recessed Escutcheon Installation-for Non-Residentlal Notes: 1. A singls sprinkler installation has been shown for clarity. Actual an- siallalions may require multipte sprinklers. 2. This figure shows an installation of a sprinkler at lhe peak ol a sloped ceiling. Installations in his configura- tion are limil€d b a ryl 2 (26.61 slope. 3. When inslalling a sprinkler at the peak of a ceiling, the sprinkler denec- tor must be located 6" (152 mm) dolm ftom lhe p€ak. 4, Maximum height from finished floor to sDrinklerdeflector is 18'-0". 5. Maximum width of comoartment regardless of sprinklerarea of cov- erage is 32 -0". Max. compartment sizes are based on sprinkler list- ings (i.e., 12' x32', 14' x32', etc.). 6. Listed areas of coverage are mea- sured along the ceiling (tor sloped ceiling installalions, actual tloor coverags will be less than the listed area). Microfasl@ Besidential Horizontal Sidewall Sprinkler Bass Part No. 09533 installed ivith the Micromatic@ Model E-1 Recessed Escutcheon 7. A maximum of two sprinklers are required to be hydraulically calcu- lated per compartnent. 26.6' max. i Top of dellector must be 6' from the ceiling. Al- ways align top of horizontal sidewall defleclor parallel with the ceiling. Maximum height fmm the doflector to the finished floor = 18',.0". Figure 3.: Installatlon Guldelines-for Residential Applications only. lrs installed at peak of a sloped ceiling wilh spray dlrected down ihe October 1, 2000 I I ? t I I I t t b I I I T I I It I Sprinkler 42 c \IKINIG'MIC R0FASfiMicrof aslH po HORIZONTAL SIDEWALL SPRINKLER BASE PART NUMBER 09533 Listed aroas ol coverage @rre- spond to ceiling slope. (For doped ceiling installa- tions, actual lloor mverage will be less than listed area.) Notes: 1 . A single sprinkler installation has be€n shown lor claritv. Ac- tual installations may require multiple sorinklers. For multiole sprinkler installations, sprinklers miy bd installed on oppositewa s, throwing toward each other. 2. This figure shows an lnstallation of a sprinkler on the side ot a sloped ca_llin-g. Installations in tlis coniiguration are limited to - a 6/12 (26.6.) maximum ceiling slopo. 3. For "cathedral' ceiling applicati6ns, install sprinklers in a svm-melrical mirror-lmaoe of Floure 4. 4. Maximum allo$/abtd compa-rtment sizes are as tollows (area measured. along slope): une spnnkter, singte wall: 16, Width x 16' Throw (calculateone spnntder). One_sp.rinkl_er-eti_ch, opposite walls: | 6'Width x32'Throw (caFcurale two sDrinl{grs). Two sprinklers, single walt: 32' Width x 16'Throw (calcutatetwo sbrinklers)- - Two spilnklers #ch., opposile walls: 32' Width x 32' Throw(calculate two sorinklerst. Three sprinklers, s'inglE wafi: 48' Wldth x 16, Throw (calculals three sorinklars). - Three sprinklers eirch, opposite walls: 49'Width x 32'Throw(catcutate three sDrinklsrs). 5. Maimum allowabla numberbf sprinklers per compartment is six. 6. 9ql,Itl!9" T.V 9e instafied in any combination ot acceptabte Top of deflector must be l@ated between 6' and 10', (152 mm and 254 mrn) from the ceil- ing. Keep tho top of he deflector oarallel with the ceillng- Maximum 8'-0' (2,4 m) high openlng allowed ln perimeter walls. installation loc€tlons, as long as'each sprinkler is lo-cdied ii accordance with its individual listings. Figure 4: lnsta aflon Guldellnes-tor Resldenfial Applicaflons only.sprlnklers In3ta[ed on th€ srde of a srop€d celing wrth spray'drrected across the srope, Approval Chart tor Residential App catiorc Onty MicrolasP Hortzontal Stdewall Sprlnkter (K = S.5 U-.S.) Base part No, ff15931 r- Temoerature I -.,t{:- hln|sn AlX+- Escutch€on (if For ln3talra*on wltn tne oeneirorc Lffiss,"illlllilll*5:,T.ll'^9:llllp:o-l$rtt." (* rn il-r& 56e;iicili;#il''t";;1 For lmtalla{on wlth *" Otflr""r.t "., Approved Temperature Ra n gs A - I ss "F (68 oC) and I 7s "F (29 .C) Approved Flnishes -. -Brass, .Bright Brass, Chrome-Enlof, White Paint, and Navajo White paint - Approved Eacutcheons X - Standard suface-mounted escutcheons or the Model F-l jdjustable Esq.rtcheonT, or recessed wih the Basepar|numberisshown.Forcomp|etepartnu'u",',"r",toIiloin[tt3,"*"ntp,i""."r'"o,"T This table.shows the listings and apprrJvas ivaitaoie iiitreiinie 6ririii ting. otherapprovats may be ln process. check with the manulacturertorany additional approvals. srrrvr-rsrrrq' vvn'P'! Listed area of coverage measured alorg 9?llln_s:9ol"rlt figures 3and 4,on pages 42 b and c and,Residentiat Insta ation Guide,' paragraphsthat pertain to sprinklers with li6lings foi both Jmooth, ftat, iorizontat ceitingii"nd si;p"d ;;i il; b;jish arion deta s. i1J,3t",11$1,3'i.1FfflFl|;;Tfi!;i3y.t#:i$:JHTi[y,il",t:uppy-nequiremSnir";ii'S"iiiil,gerrisieoireaoicoverasewirhsprin- Listed by Underwriter's Laboratorie3, Inc. for use in CariaUa." "- Accepted for uso, City ot Netv york D_epartment of Buildingl, [aen AS_se_e, Volume XV.The MicrofasP Model'F'1 Adiustable.eicutcneoir is conioErtid aluiace-mornted escutcheon because itdoss not a ow rhe fusibls elemenrotth€_sprinkler to b6 recessed'behind the tace of tne witt or;tilg:-. " NorE: Horizonbl sidewall sorlnklsrs must be installeJ wm oeGciorslocateo oetween 4' and 6' (i oz mm and 1s2 mm) from wall s. Exce[lion:Horizontal sidewall sprinkldrs may be located less than 4'; ti-oi-tirnit trom G;;il'ffihdrfii ,ln'ii.r^rr.a. er*"vs instalr horizontarsid'ewarlsprinkters with the top of the deft6ctors atigned para et w# in-e ""ifi^i dirJdi Table 2 I I I I I I I I I I I I I I I I I I I Sprinkler 42 d October 1, 2000 New fomat replaces page 41 ad, dated 2-17-00, page 52 a-d, dated 1O-t+g9, page 82 ad, dated 3;3t9::Sfjq=-4?11.9L9:d, e0a{, and 142in;dated$27-ee. Atso referioiheappropriare \lKlllG n,ltCnofRsfluicrofastHP@ HORIZONTAL SIDMALL SPRINKLER BASE PART NUMBEB 09533 Apprcval^Chart for Non-Besldenflat Appllca ons Only MlcrofasP/MicrolastHP@ Horlzontal Sldewall Sprtnkt;r Base Parl No, 095931 J-- Temperature KEYlg Finish Al Xa- Escutcheon --_,__.^,,^^,_9yl95FBp_ons€ Standad Co!9lage 4ppfiqaltons tor Ltght or Ordinary Hazard Occupanci$.For hstalhtlon wlth tho tlellectors Located 4'to_12" (102 mm to 305 mm) Eelow Snirooth, Flat, Hoiizontat ce lngs Only. Maxlmum 250 PSI WWP Thread Size Max. Prrssurc Nominal K-Factor Overall Lensth t ,lstlnosz NPT BSP U.S.f I metrics Incheg mm UL ULcs NYcT1/?" I lsmm 250 Dsi 70 2-11t't6 68.3 FEX,BZW A2X.B2W MX Standardf€sponse.Extended.Cov€rage Applicatlons for Llght Hazard Occupencl€ Only.For Installatlon with the Detlectors Located 6" to- 12'.(152 mm to q05 mm) Below Smooth, Fia! Horlzontal Celllngs Only. Maxlmum l7g PSI WWp Maxlmum Areas of Coveraoea Wldth x Throw Max. Pneesur€Minlmum Water Supply Requiremenls4 Llstlnog2 UL ULcs NYcT 16'x 20' (4.9 m x 6.2 m)175 osi 32 opm @ 33.9 psl (121,1 Umin,@ 235.0 kpa)F1Y FIY StandardIe.sponse.Extended.Coverago Appllcatlon! for Llght liazard Occupancies Onty.For hstallation wlth the Dellectors Located 6' to_12" (152 mm to^qqq-mln) B-etow Smooth, Fiat, Horlzondt Cei ng! Onty. Maxtmum 250 pst WWp 16' x 16' (4.9 m x 4.9 m)250 psi 26opm @ ?2.4o€,t (98.4 Umin @ 155.1 kpa)F3Y 16'x 18' (4.9 m x 5.5 m)250 osi 29 aom @ 27.8 psi (109,8 Umin @ 193.2 kpa)F3Y 16')(20' (4,9 m x 6,2 m)250 osi 32 oom @ 33.9 osi (121,1 Umin @ 235.0 kpa)F3Y oulcr Response.Exterded cov€rage_Appflcaflons for Llght Hazard occupancles onry.For lnstallatlon wlth lho Detlectora Located 6'_to 12" (152 mm to..3OS mm) Below Smooitr, Flat, Horl'zontal Cel ngs. Maxlmum 175 pst U4,Vp 101( 16' (4.9 m x 4.9 m)175 osi 26 opm @ 22.4 psi (98,4 Umin @ 155.1 kPa)EIW c1w c3w 16' x |8'(4.9mx5.5m|175 Dsi 29 oom @ 228 osi (109.8 Umin @ 19s.2 kpa)E1W c1w c3w 101 x 20' (4,9 m x 6.2 m)175 osl 32 opm @ 33.9 osi (121 ,1 Umin @ 235.0 kpa)DlW DIW D3W Qulck R$ponse Exlended Covelage for Light Hazard Occupancles Onlv.For Installatlon wllh the Deflectors Located 6' to _12" (152itm to-95-s mm1 aenw sriioottr, nii,'irorrzontat celflngs onty. Maxlmum 250 pst WWp 101x 10' (4,9 m x 4.9 m)250 osi 26 opm @ 22.4 psi1g8,4 Umin @ 155..t kpa)E3Y c3w16'j 18' (4,9 m x 5.5 m)250 osi 29 oom @ 27.8 osi (109,8 Umin @ 193.2 kpa)E3Y c3w 16' x 20' (4.9 m x 6,2 m)250 osi 32 opm @ 33,9 psi (121.1 Umin @ 235.0 kPa)D3Y D3W ^- ,sj:glt^c Aer!i"4!gn, ouEk -^.1?-"ELA9:t-9lr]J!9-2II9 905.m) Belox, sloped c.ellinss, with.pttCh€ 'rodz12 InJin. rhrorigh lyi- rn.rih. (g.s" to te.l").For Insrallar|on al lhe hlgh-polnt Intenrectlon of lhe urall and the ceilqg_rylth spray dlr€cted down the slo*, Reter to Rgirre z on pg. ,ie U., Maxhum 175 pst WWp1fi 1€1(4,9 m x 4.9 m)175 osi 26 opm @ 22.4 Dsi (98.4 Umin @ 155.1 kPa)E1W clw 16'x 18' (4.9 m x 5.5 m)175 Dsl 29 oom @ 27 .8 psi (109.8 Umin @ 199.27 kpa)ElW c1w16'x 20'14,9 m x 6,2 m)175 osi 32 opm @ 3.9 osi (121.1 Umin @ ?35.0 kpal DlW D1W . Approved Temperature Rallngs A - 135'F (s7.C), 155 "F (68 oC), i7s "F (79'c),200'F (93 oC), and 286 "F (141.C) B - r35 .F (57 .C), 155 oF (68 "C), 175 'F C/9 "C), and 200 "F ($ rc) C - 135 'F (57 "C), 155 'F (68.C), and 17s .F (79 .C) D - 135 'F (57'C) and 175 .F (79.C) E - 13s "F (57 oC) and I 55 "F (68 "C; F - 155 .F (68 .C) Approved Finishes 1 - Brass, BrightBrass, Chrom+Enlof, White polyes- tef, Navajo-Whit€ Patnt, Btack potyestef, -and Black Tsllon@ 2 - Brass, Bright Brass, Chroms-Enlov@, Whito polves- t€F, Navajo White PotyesteF, tilack potyesieP, and Black Teflon@ 3 - Brass, Bnght Brass, Chrome-Enlo1p, Whit6 poly. ested, and Navaio Whit6 Paint Approv€d EscutcheonG W - Siandard surface-mounted escutcheons or the Microtast@Model F-1 Adiustable Escutch- eone, or recessed with ttre Micromatic@ Model E-1 Recessed Escutcheon X - Standard surface escutoheons or ths Ml- crofast@ Model F-l Adiustable Escutcheone Y - Microtasp Model F-1 Adiustable Escutch€on or the Micromatic@ Modei E-1 Recessed Es- cutcheon Footnotes I $;g O,q1yO9r is.shown. For complete part number, refer to Viking's curent price schedute.' I nrs table shows the listings and approvals available atths tima of prlnting. Other dpprovals may be in procEss. Check with the manufaclurer tor , any additional approvals. ; ygTtlT9f.tT]1!-t_f:-P* et"."ure is measursd in kPa. When prgssure is msasursd in BAR, muttjpty rhs metric K-Factor shown by 10.0.' ilt-:t^",":,91,99Y:999^:m:llellhan shown, uss the "Minimum Water Supply Requirement" iorlhe nex tar6er tisrod area of owerage wirh sprin- - Klers ot similar K-Faclor. Flow and pressures listed are per sDrlnkler. ' Listed by Underwriter's kboratories, Inc. tor use in Gariada. ' Listed aroa ot coverage measured along ceiling slope. Consult Figurs 2 on page 42 b for insta ation noles. ,l9cep1{ 191 yge., Ctty ot New_York Department of Buitdings, MEA B9-92-E,'Vo-tume XVt.'uL ano u.uL Ltsted as corroslon resisiant_rThe Microtasp Model F-1 Adjustable Escutcheon is considered a surfacg-mounted escutcheon because it do€s not alow the tusible element otme sprinlder to b6 reoessed behind the face of ths wall or ceilino. {OTEi Must ba installed with deflector located between-4" and 6'(1-02mm and 152 mm) lrom walls. Excepn'on: Deflector may be located less han ,1J19-2TTIt?tthew€llinwhichthesprinklerisinstalled..Awalsinsta wittrmetopcitmeaeGiioiilr$redparattetwirhtfrbceitingorroof. I Nomrnat u.s. K-tactor provided in accordance with the 1999 edition of NFPA l3, section 3-2.3.. Table 3 Form No. F_022697 I I November 't, 2000 1. PRODUCTNAME Sprinkler 140 a I I I I I t I I I I I I I I I I 3. PRODUCT DESCRIPTION vtKtng's tvlicrofast@ Small Orifice Resi_ :l]ll'll pgp"nt Sprinkter is a smail, lll9l l9lllrjyitv, srass-burb spray sprin_Krer avaitable in several finisnbs'anOtemperature ratings to meet design re-qutrerne.nts. The sprinkler is tist;d,oruse betow smooth, flat, horlzontal ."^"'l,I_g: and.ceitings with slopes up ro, and inctuding a 6112 (26.6.)'pitch. I ne sma orifice design, with a K{actor of4.3, alows ef{icient use of available water :ypll-": tor the hydrauticaily designed lo:gor-eg.n ry:tem. The sma[, rulgedr mm gtass-bulb and special Oeft66torcomDtne speed of operation and areas 6fcoverage to meet residential sprinkler :laPardsj . During fire conditions, theneal-sensitive liquid in the glass bulb ex_panos, causing the glass to shatter, re_ 9asIS tlr.e qip-gap and seating spnng as_ ::-r_n?y; wale.l flowing through the sprin-Krer onttce strikes the sprinkier deftector, rormtng a unitorm spray pattem to e)ilin_gutsn or control the iire. 4. TECHNICAL DATA LISTINGS AND APPROVALS ^ ReJer to Table 1 on page 140 b.bee cnan lor minimum water supply re_quirements and maximum areas ofcoverage. Glass-bulb fluid temperature rared to-65 "F (-55 "C). Ratedto t 75 psi(1 207 kpa) warerwork- Ing pressure. Fa9!o|y_t^elt_ed h ydrostaticat ty to S00 psi(3 448 kPa). Spring: U.S.A. patent No. 4,162,g74 Bulb: U.S A parent No. 4,796,710 I esting: U.S.A. patent No. 4,931,g70 Thread Size: 1/2" (15 mm) NpT 5.-.fg"to,-r, +,9 U.S. (O,Z meiric,;'ir-elnc K-factor shown is for use when pressure nmeasur€d_in kpa. When pressura is measured in ^EAH, muftpty the metric K-fador shown by 10.0.uverall Length: 2_114,' (57,2 mm) SPRINKLER MATERIALS Frame: Brass Castings UNS_Cg4400 ueflector: Brass UNS-C26000 Bulb: Glass, nominat O mm drameter Seal: Teflono Tape Spring: Nickel Allov Screw: Brass UNS-Ca60O0 Pip. 91p _and Insert Assembly: Copper UNS-CI 1000 and Stainless St'eeluNs-s30400 AVAILABLE SPRINKLER FINTSHES Brass,. Brighl Brass, Chrome_Enlof (patents pending), White paint, and Na_vajo White Paint SPBINKLER TEMP. FATTNGS Referto_Table 1 on residential sprinklerpage (D for residential sprinkler t,emper_ alure ratings and max. ambient ceilingtemperalures allowed. ACCESSORTES Sprinkler Cabinets: Viking lvlicrofast@ Model M_4 Smallurr ce Hesrdenlial pendent Sprinkler. Sprinkler Base part No. 09580 _":. _st,llltgl ra:nrification No. vK430t Tspr,nfiler.jdentifrcalion number provideo In accor- 31ji" "* the 1999 edirion ot i.lFpA 13, Section 2. MANUFACTURER The Viking Corporation 210 N. Industrial park Road Hastings, Michigan 49059, USA I erepnone: (616) 945-9501 _ (877) 384_5464Fax: (616) 945.9599 e-mait: techsvcs @ vlkinqcorp.com \fKilvD'MICROFAST@ SMALI. oRtFtcE nesloerrrlnl PENDENT SPRINKLER Sprinkler 140 b MICROFASf SMALL OFIFICE RESIDENTIAL PENDENT SPRINKLER\ll(ll',fG' I I I I I t I I I I I I I I I I I I I A. Six-head capacity; Part No. 017244 B. Twelve-head capacity: Paft No. 0l 725A Available since 1971 . Sprinkler Wrenches: A. Standard wrench: Part No. 10896W/8 (available since 2000) or 05000CW8 (no longer available) B. Wrench for coaled and recessed sorinklers: Part Number 07398W-' (available since 1 990). "A 1/2" ratch€t is reouired (not available lrom Vi- king), Refer to the "Sprinkler Accessories" section of lhe Viking Engineering and Design Dak book for information on sprinkler accessories. SPRINKLEF LOCATION GUIDELINES Install the Viking MicrofasP Small Ori- tice Residential Pendent Sprinklers with deflectors belween 1 " and 4" (25,4 mm and 102 mm) below the ceiling- For re- cessed sprinkler installations, locate the deflectors in a zone between 3/4" and 4" (19 mm and 102 mm) belowthe ceiling. New lormat replaces page 140 a-d, dated May 27, 1999. Re. ter to residential sprinkler technical data page (i-li) fot general care, installation, and maintenance information. Bee.ilie jn$.tallatlArr. s,landa rds.- __ NPrrhread size I l-"#ff1 ln"nec-lrut--]-u-.il-metiretl MaximumAreas- i -- "",,"11ffis1ffiH:ilj*f"'-'5"11"u't1, -LislinsLandArprovag"r * .- - -9t-cover!rss-8- - ' -.- stnsle-sprinkb- - -l Tuo-or-lir-e* spvintr"rs I uls ;- - c:!l!..t- i - NYc1t 12'x12 r 11.5gpm @ 7.2psi 11.5gpm @ 7.2psi I or" A1X i AIX- (3.7 m x3J mf -i - (43,5umitr @-ge,3-kPa) --i (43,5ujlin-@ 493kPa). i - ^l^.- -l - :: 14'x14' , 13.0gpm @ 9.1 psi I 11,5gpm @ 7,2psi alv I o1v A1X 14,Lm x 4,3_m) _ i_ 14s,2_Un0o @_.03_.0_kea) _ i (435umin__q493_kPa)_ . '"_l -'_-:'- -_16'x 16' j tS.Ogpm @ 9.1psi | 11.5gpm @ 7.2psi ' o1" i o'|" A1X. (4-9 m x 4^Lm) - -j4e,2 Umin.@ 63-0 kPd - j (43,5 Umirl@ 49,6 kPa). I -'-- ,1 -r-16'x 16' j ts.ogpm @ 9.1psi | 11.5gpm @ 7.2psi ' o1" i o'|" A1X t m x 4^Lm) ', -J4s,2 Unin.@ 63-0 kPd _ j (43,5 Umirl@ 49,6 kPa). I - '-- 18'x 18' i 16.0gpm @ 13.8psi | 13.5 gpm @ 9.9psr I nrx i nrx i A1XLmxl,sd- | G0,6lJrflo@-95,1kPa) (5'!,1-Umo@-E8,3kPa) | --:"- I -- -- - -l2O'x20' | 19.0gpm @ 19.5psi L 17.0gpm @ 15.6psi I o1* Aix i A1X -mI6-,1 n)- glCurn!n.@. !344.kPa) - : (64-4 Umin-@ 1q7,6](Pa). r -:'* -. - ' ' - Approval Charl Microlast@ Small Orlllce Residential Pendeni Sprinkler 15-1!l x55 m) -* | - G0.6lJm!11.@-g5,LkPaL €s uo to and includino a 6/12ElsuiieloeE-----I i'rv,p or--UgteEp_thlle$ L 13.0 gpm @ 9.1 psi i18-0 gpm @ 17.5 psi | 13.0 gpm @ 9.1 psi 168,1 Umjngl2qTkza)_. I Hs.z UtrJlL@ 52,7 kpal r Approved Flnishes I Approved Escutcheons 18'x 18' i 16.0gpm @ 13.8psi | 13.5 gpm @ 9.9psr I nry i o'" i A1X Maximum Area '16'x 16' Approved Temperature Ratings A - 155 "F (68 'C) and 175 'F (79 'C) B_155,E16&IQI _ NYCI I 41X Brais. Brioht Brass, Chrome- I X - Standard surface-mounted escutcheons or the Viking Microfase Model F-1 Entof, Wnite Paint, and Na- J Adjustable Escutcheonlo, or recessed with the Viking Micromatic@ Model E-l vajo White Paint Fecessed Escutcheon Footnoles 3 Base Dart number shown. For comDlete part number, reler to Vikinq s curlent price llst. a ThG chart shows the listings and apfrovais available ai thetime ol printing. Otheiapprovals may be in process. Check wilh the manufaclurerfor anv addilional approvals. s Lisiinq is for residenlial occupancies with smooth, flat, horizontal cerlings. ! Listinf is for residential occuiancies with smooth ceilings with slopes up to and including a 6/12 (26.6') pitch. / Listed bv Underwriter's Laboratories, Inc. for use in Canada.I For area6 ol coveraqe smallerthan shown, usethe "Minimum WaterSupply Bequiremenl" lorthe nextlargerarea listed with sprinklersof similar K-lactor. e Areas under slop;d ceilings must be measured along lhe ceilin! siope.'Actual floor coverage-under sloped ceilings will be less than the listed area of covetaae-t}I'ne Vif<no Microtas€ Mooel f-t Adiustable Escutcheon is considered a surface-mounted esculcheon because it does not allow the lusible el' ement of ihe sorinkler to be recess6d behind the lace of the wall or ceilinq.llAccepted lor u'se, City ol New York Department of Buildings, MEA Number 89-92'E, Vol. 15.lzsorinkler identification number provided in accordance with the 1999 edition ol NFPA 13, Section 3-2.2, 13M'etnb K.lactor shown rp tor use when pressure is measured in kPa. When pressu re is measured in BAR, multiply the melric KJactor shown by 10.0 NOTE: Install MicrotasP Small Orificd Residential Pendent Sprinklers with deflectors between 1" and 4" (25,4 mm and 102 mm) below the ceil- ing. For recessed sprinkler installations, locate the detleclors in a zone between 3/4" and 4" (1 9 mm and 102 mm) below the ceiling. Table 1 Form No. F_082095 I I J, I I I I I T I J I I I t I It I November 1 , 2000 Telephone: Fax: 1. PRODUCT NAME Vikino Microfast@ Model M-4 Residential Horiz-ontal Sidewall Sprinkler (4.3 K-Factor). Sprinkler Base Part Number09787 . Sprinkler ldentification Number vK440t tSprinkler identification number provided in accor- dance with the 1999 edition ol NFPA 13, Section Available since 1996. 2. MANUFACTURER The Viking Corporation 210 N. Induskial Park Road Hastings, Michigan 49058 USA tor combine speed of operation and area ol coverage to meet residential sprinkler standards while being aestheticallv oleasino. Microfasf iesideniial Horizontal Sid+ wall Sprinkler Base Part No. 09787 is listed for use below smooth, tlat, hori- zontal ceilings and sloped ceilings. In- stallations on ihe slde of sloped ceil- ings with spray directed across the slope are llmited lo a 4112 (18.4') pitch. Installations at the peak of sloped ceiF ings with spray directed down the slopeare limited to a 6/12 (26.6") pitch, During fire conditions, the heal-sensi- tive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip-cap and sealing spring asserfi- bly. Water flowing through the sprinkler orifice strikes the sprinkler dellector, forming a unilorm spray pattern to extin- guish or control the fire. 4. TECHNICAL DATA LISTINGS AND APPROVALS Reler to Table 1 on page 142 e. See chart for min. water supply require ments and max. areas of coverage. Re- feralsoto Installatron Notes, Figure l on this page and Figure 2 on pag-e t+2 e. Glass-bulb fluid temoerature rated to -65'F Css'C). (616) 945-9s01 (8771384-5464 (616) 945-959s e-mail: techsvcs @ vikingcorp.com 3. PRODUCT DESCRIPTION Vikino MicrofasP Residential Horizontal Sidefrall SDrinkler Base Part No. 09787 is a small, high-sensitivity, residential spray sprinkler available with several finishes and temperature ratings to meet varying design requirements. The orifice design, with a K-factor of 4.3, al- lows efficlent use o{ available water sup- plies lor the hydraulically designed fire-protection syslem. The small, rug- oed 3 mm olass bulb and sDecial dellec- Rated to 175 psi (1 207 kPa) waterwork- lno Dressure. Faciory tested hydrostatically lo 500 psi (3 448 kPa). Soiino: U.S.A. Patent No. 4,167,974 Bulb: jJ.S.A. Patent No. 4.796,710 Testino: U.S.A. Patent No. 4,831,870 Thread Size: 1/2" (15 mm) NPT Overall Length: 2-314" (69,9 mm) K-Factor: 4.3 U.S. (6,0 metric.)- Metric Kjaclor shown is lor use when pressure ls measured in kPa. When Dressure is measured in BAR, multiply the metric K-factor shown by 10.0 SPRINKLER MATEBIALS Frame: Brass Castings UNS-C84400 Dellector: Copper UNS-C1 9500 Bulb: Glass, nominal 3 mm diameter Seal: Teflon@ Tape Sorino: Nickel Allov Sbrei: Brass UNS-C36000 Pip Cap and Insert Assembly: CoPPer'UNS..C11000 and Stainless Steel UNS.S3O4OO AVAILABLE FINISHES Brass, Briqht Brass, Chrorne-EnlolF (patents pending), White Paint, and Na- vaio White Paint SFRINKLER TEMP, RATINGS Refer to Table I on residential sprinkler page (i) for residential sprinkler tempcr- htuie ratings and max. ambient ceiling temperatur6s allowed. ACCESSORIES Sprinkler Wrenches:A. Standard Wrench: Part No. 1 0896W8 (available since 2000) or 05000CW8 (no longer available) B. Wrench for coateal and recessed sprinklers: Part Number 07398W* (available since 1990). "A'1/2" ratchet ls reauired lnot available kom Vi' king). Refer to the "SDrinkler Accessories" section. SPRINKLER LOCATION GUIDELINES Microtasp Residential Horizontal Side- wall Sorinkler Base Part No. 09787 must onlv be installed below smooth, tlat, hor izontal ceilings or below sloped ceilings allowed by the listing, This sprinkler must be installed with the deflecior located 6" to 10" (152 mm to 254 mm) below the ceiling with one ex- ception:'When lhis sprinkler is installed at ihe peak ot a sloped ceiling with spray directed down the slope, it must be lo- cated with the deflector 6" (1 52 mm) be- low the ceiling. New lormat replaces page 142 d-9, dated May 27, 1999' Re' fer to residential sprinkler technical data page (i'ii) for generat care, installatlon, and maintenance information. Maximum ceillng slope = 4/12 (18.4"). See Note 2 below. Top of detlector musl be 6" to 10" (152 mm to 254 mm) below the ceil- ing. Keep the top of the def lector parallel with lhe ceiling. Unils of measure in parentheses may be approximatiens. Form No. F_060197 I Ils ol coverage ] to ceiling slope. I ceiling installa- i I lloor cov€rage I han listed area.) I I r 8'-0" (2,4 m) | ning allowed I rter walls. No Irestriclion. I I I Sprinklers installed on the side of a sloped ceiling with spray directed across the slope. NOTES: 1. A single sprinkler installation has been shown lor clarity. Actual installalions may require multiple sprinklers. 2. This figure shows an installation of a sprinkler on the side of a sloped ceiling, Installations in this configuration are limited to a 4/1 2 (18.4') slope. 3. For "cathedral" ceiling applicalions, install sprinklers in a symmetrical mirror-image of Figure 1 . 4. Maximum allowable compartment gizes are as follows: (area measured along slope): One SDrinkler: 16' Width x 1 6'Throw Three Sprinklers: 48'Width x 16'Throw Two Sorinklers: 32'Widlh x | 6'Throw 5. Maximum allowable number ol sprinklers per compartment is three. Sprinklers may be in- stalled in any combination oi acceptable installation locations, as long as each sprinkler is located in accordance with its individual listings. All sprinklers in a comparlmenl must be in- cluded in the hydraulic calculation. Sprinkler 142 d MICROFAST@ RESI DENTIAL HORIZONTAL SIDEWALL SPRTNKLER (4.3 K-FACTOR)\IKINIG' Figure 1: Installation Guidelines I t I I I I I I I I I I i I i i I I I Top ol dellector must be 6" from the ceiling. Always align top of horizontal side- wall deflector Daratlel with ceiling. Maximum height from defleclor to the lin- ished tloor = 17'-0". NOTES: 1. A singls sprinkler installation has b€6n shown tor clarily. Actual installations may require multiple sprinklers. 2. This figure shows an inslallation o{ a sprinkler at lhe peak of a sloped ceiling. Installations jn this configuralion are limited to a 6/12 (26.6') slope. 3. When installing a sprinkler at the peak ot ceiling, the sprinkler defleclor must be located 6" (152 mm) down lrom the ceihng. 4. Maximum heighl lrom finished floor to sprinkler de- Ilector is 17-0". 5. Maximum width of compartment regardless of sprinkler area of coverage is 32 -0". Maximum compartment sizes are based on sprinkler listings. (i.e.,12' x32" 14', x 32" etc.) 6. Listed areas of coverage are measurad along th6 ceiling (for sloped ceiling installarions, actual floor coverago will be less than the listed area). 7. A maximum of two sprinklers aro required to be hy- draulically calculated per comparlment. Figure 2: Installation Guidelines I I I I I 26.6'max._l_Microfasl@ Resid€ntial Horizontal Sidewall Sprinkler Base Part No, 09787 installed with the Viking Micromatic@ i Recessed Escutcheon Spnnklers installed at lhs peak of a sloped I g:,I.s y'tl_:|,3y [Tteo oown rne s]oq1 i New format replaces page 142 d-g, dated May 27, 1 999. Re- fer to rEsldential sprinklir technical data page (i-il) forgeneral carer installation, and malntenanceinlbrmation, \IKING'MICROFASP RESIDENTIAL HORIZONTAL SIDEWALL SPRINKLER (4.3 K.FACTOR) Approval Chart Mlcrofast@ Residential Horizontal Sidewall Sprinkler (4.3 K-Factor) KEY Insialled Below Smooth, Flat, Horizonlal Ceitingss or StopeO Ceiiings with Sprtnklers ai Peax Sp.ayingDown ttle Shcped Single Sprinkler Umio-@- tF-- remperatrjlJ- xev I I *+ -- Finish I I A1X < Escutcheon (if applicable) r ^+:-^.1Maximum Areas ot Coverage4,6 l_s,{_!-s_(1,v_rrl_L0-o_t!l rzr.u gpr1r.,qt- 4.Ojslig/_ r_urnrn € 197.4 hpa)ll-g.o gpm @ l7-5l)si.t6g.1 .U,mr! @ .!?gJ Inslaller!--Belory-,Sleped.'Ic*etltngsltrig! spri|lklss-aulillg Srcyins4qssglhes.lspe-lwlthtlsp,e,s. cpla and.tnsMaxtmum Areas I Minimum Wate_r Supplv Reouir_enqnts6 ..___ __,_of Coveragea'o ] ^. I wiOtn * r-.-ns!L-i-- -- J'"r'" sJtiil"l _ j Two or More sprinklers 'x 12_l (gzm_x 3J r:il I 1gogprn.@ e0.5 psi (72.0 _L]hoj! @ 'x 14'(4.3 n !4.3 mt l:t g.gjpn @_e0&srlz1,9 Um!n_@ Two or Three Sprinklers U12,5 lC-UL2,s, L2-,2 psi (56.8 Umin, @ g5JIPal. .0 spm,-@-l L6-psi 104.0 Umin -@,.rcz.e, hP, a) -A,UL_ 14 UL3 I C-UL3,7 Approvedremp€ratureRatinss. ir rJf:t"t:irilfilJ:l3i,.on.r-|x-st"noaro."n""*fJ;:HX5",::i::ffT*",ikinsMicrorasr@ol'u '(* ")1"':-:l': "lL- ifi3w'$iilil:11"1, L , Mtril'#ffiEii'rta::tlst,U""i;i""""l\,rif, riJ'vir'iiig Footnotes '1 This chart shows the listinos and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer tor - any additional approvals.- z Listing is lor residentialoccupancies with smooth, flat, horizontalceilings and ceilings with slopes uplo a 6/12 (26.6.) pilch. See Footnotes 5 and 6.J Listing is lor residenhaloccupancies with smooth; flar:.horiz-ontar cellin[s and ceiiin6i wiin iioFei uF i;;4h, iis.4.iFiiit . see ro.iririei siio o.- Lj:Fl""j:::^?l:?:?Ii9?^a"l9,t9TYl9d alons the ceilins. consurt Fisure 1 on pag-e 142 d ahd Fsure z on fliis pa5j6, ano ;Aesioenriii-lnsiarramn . uuroe paragrapls Inal penaln lo sldewallspnnklers with listinqs for both smooth,llat, hodzontalceitings, and stopedEeilings, forinstaltation detalts.r when Microlast'e Residential Horiontal Sidewall Sprinkler-Base part No. osiei G fiijii;d 6;t'*',;mooth, irat. r,oi#ontarieirinlt JiGrowsloped csilings wilh sprinklers at side spraying acr6ss the slope, they must be insrarreo wttn rne oeitectors tocaieo o" to j o,;ir sz"mm to zsqmm) belo$/ the ceilino. 6 191-a1eas of coverage'smaller than shown, use tho "Minimum Water Supply Requirement" lor the next larger area tjsted. Flows and pressures _ lisled are per sprinkler. ' Listed by Undelwriters Laboratories Inc. for use in Canada,6 When Microfast@ BesidentialHorizonlalsidewallsprinkler Base Part No. 09787 is Installed undersloped ceilings and spraying down the slope, " it mu_st be.instatted x/ith the dsftector tocated 6" (1s2 mm) below theceiting--see rigurJi on t-his JigeY The Viking Microfast@ Model F'1 Adjuslable Escuicheon isconsidereo a sunace-mounted esculcheon because it does not allow the fusible ere- ,"Tenj gf tl9 sprinkler.to be.recesse'd behind the face ol the wall or ceiling. 'qAccepted for use, ciry ol New york Department of Buirdings, MEA Num6er 89-92-E. vor. is. @ 1972 kPal.ll8.0 gpm @_lzs,psi (69_,J Uni'r @. 1?0,6 kpE)LA1X .t A Table 1 Form No. F_060197 Sprinkler 135 d \IKINIG*SPRINKLER ESCUTCHEONS t I I I I I I I I I I I I T I I I T I the sprinkler during shipping and instat- lation, and to make sure the unit has been properly tightened. lf a thread leak occurs, normally lhe unit must be removed, new pipe-joint compound or tape applied, and then reinstalled This is due to thefact thatwhen the joint seal leaks, the sealing compound or tape is washed out of the joint. DO NOT modirythe unk. lf necessary, re-cut the sprinkler drop nipple as required. 9. DISASSEMBLY The outer cups of Viking adjustable and recessed escutcheons can be remOVedand reinstalled without removing the sprinklers to allow access abov6 the ceiling or to replace it, if necessary. For slip-on style Micromatid Model E-1 Re-cessed Escutcheons and Microfast@Model F-1 Adjustable Escutcheons, remove.the outer cup simply by pulling it outward and away frori'th6 wall trceiling. To remove the outer cuo of the threaded style Micromatid Mobet E-2t{ecessed Escutcheon, turn it counterclockwise to unthread it from the escutcheon adaotef. ll l9l3e- (15,1 ni)**.*^ ffiF W __--f -T Figure 1: lnstallation of Viking Stip-on Style Micromatic@ Modet E-1 Recessed Escutcheon with i-ill6" Escutcheon Cup for 19/32" Maximum Recess, Figure 2: Installation of Viking Threadan Sty16 Mlcromatic@ Model E-2 Recossed Escutcheon with Z7l32,. Total Adjustment. _l -T Figure 3: Instaltation of Viking Microfasp Model F.l AdJustable Escutcheon wlth 1/2" Total Adjustment. feplaces page 135 a-d, dated May 4, 2000 (shallow E-1 Escutcheon no longei available). Form No. F 122698 I I ? I I I I I T t I I I t I I II t eon or sprinkler deflector to start or thread the sprinkler into a fitting. Step 5: Test the system as required and repair all leaks. lf a thread leak occurs, normally the unit must be removed, new pipe-joint compound or Teflono tape ap plied, and then reinstalled. This is due to the fact thatwhen thejointseal leaks, the sealing compound or tape is washed out ofthe joint. Step 6: After installing the ceiling with a minimum 2-118" (54 mm) opening, press on or thread on (depends upon style of escutcheon used) the outer es- cutcheon cup until the flanges touch the ceiling. With the Viking slip-on styte Micromatc@ Model E-1 Recessed Escutcheon, the maximum center adapter recess is 19/32" (15,1 mm). With the Viking threaded style Micro- matic@ Model E-Z Recessed Escutcheon, the maximum recess is 112" (12,7 mm). Note: The face of the escutcheon adapter may exlend up lo 11132' (8,7 mm) beyond edge of escutcheon cup, resulting in 27132', (21,4 mm) total adjusknent range. With the Viking MicrofasP Model F-1 Adjustable Escutcheon, the maximum recess is 1/4" (6,4 mm). Note: The face of the escutcheon adapter may extend up to 1/4" (6,4 mm) beyond edge of escutcheon cup, resulting in 1lZ,' (12,7 mm) total adjustment range. DO NOT modifu the unit. lf necessary, re-cut the spnnkler drop nipple as requked. Viking Standard Flat and Raised Sur- face-Mounted Escutcheons: Step 1: Install all piping and cut the sprinklef drop nipple so ftat the reducing coupling is at the desired elevation and centered in a maximum 2-1l2" (64 mm)diameter opening in the ceiling or wall. Step 2: Secure the escutcheon onto the sprinkler by hand turning the escu! cheon clockwise onto the sprinkler lhreads. (The convex surface oithe es- cutcheon must face toward the deflec- tor of the sp nkler.) Step 3: Apply a small amount of pipe-joinl compound or Teflon@ tape to the exter- nalthreads of the 6prinkler only, taking care not to allow a build-up of com- pound in lhe sprinkler inlet. Step 4: Install the sprinkler into lhe cou- pling using lhe special sprlnklerwrench only, taking care not to over-tighten or damage the sprinkler operating parts. DO NOT use the escutcheon or sprin- kler deflector to start or thread the sprinkler into a fitting. Step 5: After installation, the entire system must be tested in accordance wilh rec- ognized installation standards. The test is applied after'sprinkler installation to ensure that no damage has occurred to \IKING'SPRINKLER ESCUTCHEONS Vi{inO Standerd Flat and Raised Surface-i4ounted Escutcheons Base Part No.Material Style Sprinkler Thread Size Avallable Finishes Outside Diameter 019604 Steel Ftat 112" (15 mm\3-5/16" (84,1 ryn) 09488 Sbinless Steetft Flat 1/2" (15 mm)F 3-5/16" (84,1 mm) 0't015A Steel FIAI 3/4" (20 mm)F 3-5/16" (84,1 mm) 02960A Steel Flat 1/2" (15 mm)B, F, MAA/, M/N. M/B 2-314" (69,9 mm) 07526 Stainless Steeltl Flat 112" (20 mml F, M/vV 2-314" (69,9 mm) 054644 Steel Flat 3/4" (20 mm)B, F, M/w. M/N 2-314" (69,9 mm) 09596 Stainless Steeltt Flat 314" (20 rnm,F 2-314" (69,9 mm) 019618 Brass Raised 112" (15 mml 3-1l16" (77.7 mm) 010164 Brass Raised 3/4" (20 mm)F 3-1116" (77 ,7 mm\ es gliiuoes aoap-GianJ outer cuol 1't 123 Steel Recessed Slip-on 10 mm F, M/vV 3-1/16" (77.7 mm) 06419A Steel Recessed Slip-on 112" (15 mm)B, F, M/\/V, M/N, M/B 3-'1116" (77 ,7 mm) 07902 Stainless Steel Recessed Slio-on 1i2" (15 mm)F, M/W 3-1116" 177,7 mm) 06420A Steel Recessed Slip-on 3/4" (20 mm)B, F, MA /, MIN, M/B 3-1/16" (77 ,7 mml E-2 Threadod. Style Recessed Escutcheon package (includes adapier and ouler cup) 11038 Steel Recessed Threaded 112" (15 mm')F, M/vV 3-1l8" (79,4 mm) F-1 Adjustable Escutcheon packages (includes adapter and outer cup) 0691 1A Steel Adjuslable 1/2" (15 mm)B, F, MA /, M/N, M/B 3-1116" (77 ,7 mml 06912A Steel Adjustable 3/4" (20 mm)B, F, M/!r'v, M/N, M/B 3-1/16" (77,7 mm) Escutcheon Cups Available Soparalely for Adjustable tna necessea Escutcheons 05459A 1-1l16" deep)Steel E-1 Recessed & F-1 Adiustable 1t2" & 3t4" 15&20mm B, F, l\44/V, MIN, M/B 07529 1-1116" deep) Stainless Steel E-1 Recessed & F-'1 Adiustable 1t2" & 3t4" 15&20mm F, M/vV '10920 (13/16" deep)Steel E-2 Recessed (15 mm)F, M^^/ Escutcheon Adapters Available Separatety for Adjustablo and Recessed Escutcheons 064088 Steel E-1 Recessed 1/2" (15 mm)B, F, M,^/V, M/N. M/B 005998 Steel F-1 Adjustable 112" (15 mm)B, F, M^/v, M/N. M/B 07527 Stainless Steel E-1 Recessed 1t2"(15 mm)F. M^/v 064098 Steel E-1 Recessed 3/4" (20 mm)B, F, M/vV, M/N, M/B 066008 Steel F-1 Adjustable 3/4" (20 mm)B, F, M^/v, M/N. M/B 10921 Steel E-2 Recessed 112" (15 mm\l F. MA/V Es-gutcheon f inistr"s, e = 6ri standard flat and raised escutcheons, while M/w = white (urethane Base coating) for ad-justable and recessed escurcheons, M/N = Navajo polyestdr, and M/B = Black polylster forstandardflatand raised escutcheons, while M/B; Blaci( (ureihane Base coating;for iolust-able and recessed escutcheons. .Note: Other colori are available on re-{uest.'SeeSheMin-Williams@ Color AnswersrM Interior Color Selection cotoi numoers.ftPart numbers 09488, 07526, and 09596 may also be special ordered and manufactured Trom Brass (non-magnetic material). Contact the manufacturer for more details. I I I t I I I I I I I I I I I I I I I able. Note: Face of escutcheon adapter may extend up lo 11132" (8,7 mm) beyond edge of es- cutcheon cuD. NOTE: Escutcheon adapter is skmped "Viking Model - E-2". B. VIKING MIGROFASTO MODEL F-1 ADJUSTABLE ESCUTCHEONS Listings and Approvals: Refer to technical data describing lhe sprlnkler model to be used to verify whether it is listed and/or aoprovedfor Installation with the Vikino MicrofasP Model F-1 Adjustabl6 Escutcheont. Depth of Outer Cup: 1-1t16" (26,9 mm) Outside Diameter of Outer Cup: 3-1116" (77,7 mm) Depth of Center Adapter Ring: 23132" (18,3 mm) Escutcheon Material: Cold Rolled Steel UNS-G10080 Adjustment Range: 1/2" (12,7 mm) total adjustment with 1/4" (6,4 mm) maxrmum recess available. Note: The face ofescutcheon adapter may exlend up to 114" (6,4 mm) beyond the edge of ihe escutcheon cup. NOTE: Escutcheon adapter is stamped ,,Vi- king Model - F-1". C. VIKING STANDARD FLAT AND RAISED SURFACE{\'IOUNIED ES. CUTCHEOiIS: Listings and Approvals; Refer to technical data describing the sprin- kler model to be used to verify whether it is listed and/or approved for installation with Viking standard surface-mounted escutcheonsr. Depth of Escutcheons: Ftat: 1lB,' (3,2 mm), Raised: 1" (25 mm) Escutcheon Material: Flat Style Part Numbers 01960An 01015A' 029604, and 054&tA. Cotd Rolled Steel UNS-G10080. Flat Style Part Numbers 09488. 07526, and 09596.: Stainless Steel UNS-S43000t These may also be special ordered and manufactured from Brass (non- rnagnetic material). Contact the manufacturer for more information. Raised Style Part Numbers 01961B and 01016A: Brass Coil UNS-C26000. tListings and approvals vary, depending on the sprinkler model, temperature rat- ing, finish, and occupancy classification. 5. ORDERING INFORMATION A. For Viking MicrofasP Model F-l Adjustable and Micromatico Model E-{ and E-2 Recessed Es- cutcheons: I . To order as an esoJtcheon package (includes outer cup and adapter), speci! the appropriate package part numberfrom Table 1 on page 135 c. 2. To order individual outer cup or adapter separately for the 1/2" and 3/4" NPT (15 mm and 20 mm BSP) sizes, specify the appropri- ate part number for the individual piece from Table 1 .B. For Viking Standard Flat and Raised Surface-Mounted Escutch- eons: Specify appropriate flat or raised escutcheon part number from Table 1 . NOTES: When ordering, add the cie- sired finish suffix from the approval chart to the base part number. Sfrinklers are not included and must be ordered seDa- ratelv. 6. AVAILABILITY AND SERVIGE . Viking products are available through a network of domestic, Canadian, and in- ternational distributors. Referto the Yel- low Pages of the telephone directorv for a local distributor (listed under "Sfrin- ered special-service sprinklers. As such, if the proposed installation of Viking Micromatic@ Model E-1 and E-2 Recessed Escutcheons re- quires recessing any of the heat-sensitive operating element (glass bulb), some Authorities Hav- ing Jurisdiction may limit lhe use, de- pending on the occupancy classifi- cation. Refer to the Authority Having Jurisdiction prior to installation. Viking MicrofasP sprinklers utilize a 3 mm glass bulb to speed activation to a fire. Because fast operation is critical, it is important that the entire glass bulb is exposed below he surface of the ceil- ing. DO NOT recess any poriion of the glass bulb. Viking MioofasP sprinklers are mnsidered special-service sprin- klers: as such, some Authorities Hav- ing Jurisdiction may limit their use, de- pending on the occupancy classifica- tion. Refer to the Auhority Having Ju- risdiction prior to installation. C. All escutcheon styles are made to thread onto the sprinkler head prior to installing the sprinkler into the fit- ting. The escutcheon must be a! tached to lhe sprinkler prior to apply- ing pipe-joint compound or Teflon@ tape to the sprinkler threads_ D. Refer to the appropriate sprinkler technical data page for additional warnings and installation instruc- tions and then install the escutch- eons according to the following se- quence. Viking Microfasto Model F-1 Adjust- abl€ and Micromatic@ Model E-l and E-2 Recessed Escutcheons: (Refer to Figures 1, 2, and 3.) Step l: Installall piping and cutthe sprinkler drop nipple so that the reducing coupling is at the desired elevation and centered in a minimum 2l /8" (54 mm) to a maii- mum 2-112" (63,5 mm) diameteropening in the c€iling or wall. Step 2: Secure the center adapter ring onto the sprinkler by hand turning the adapter clockwise onto the sprinkler threads. The face ofthe adapter should rest on the shoulder of the sprinkler wrench boss. Step 3: Apply a small amount of pipe-joint compound or Teflon@ tape to the external threads of the sprinkler only, taking care not to allow a build-up of compound in the sprinkler inlet. Step 4: Install the sprinkler into the coupling using the special recessed sprinkler wrench only, taking care not to over-tilrhten or damage the sprinkler op- erating parts. DO NOT use the escutcfr- klers-Automatic-Fire") or contact Viking Technical Data may be The Viking Corporation's Web site at http://www.vikin gcorp.com_ The Web site may include a more recenl edition of this T 7. GUARANTEES For details of warranty, refer to Viking's current price schedule or contact The Viking Corporation directly. 8.INSTALLATION WARNING: Viking products are manu- factured and tested to meet the riqid re- quirements of the approving aglency. Ine spflnkters are designed to be in- stalled in accordance with recognized installation standards. Deviation from the standards or any alteration to the sprinkler after it leaves the factory in- cluding, but not limited to: painting , ptat- Ing, coating, or modification. may render the sprinkler inoperative and will nullity the approval and any guaranlee mad6 by The Viking Corporation. A. Sprinklers are to be installed in accor- danoe with the latest published stan- dards of the Naiional Fire Protection Association, Factory Mutual Loss Prevenlion Council, AssembleePleniere, Verband der Sachversicherer or other similar orga- nizations, and also with the provisions of governmental codes, ordinances, and standads, whenever applicable. B. Recessed sprinklers are decorative sprinklers and are generally consid- \lKIf.lc SPRINKLER ESCUTCHEONS I I I I I t t 1. PRODUCT NAME Viking Sprinkler Escutcheons:. Slip-on Style Micromatic@ Model E-1 Recessed Escutcheons. Thread-on Style Micromatic@ Model E-2 Recessed Escutcheons. Microfast@ Model F-1 Adiustable Escutcheons. Standard Flat and Raised Sur- face-Mounted Escutcheons 2. MANUFACTURER The Viking Corporation 210 N. Industrial Park Roao Hastings, Michigan 49058 USATelephone: (616) 945-9501 (877) 384-5464Fax: (616) 94S-9s99 e-mail: techsvcs@vikingcorp.com 3. PRODUCT DESCRIPTIONS Viking sprinkler escutcheons are orna- mental plates used with 10 mm BSp, 1/2" NPT (15 mm BSP)., and 3/4" NpT (20 mm BSP)-. frame-styte pendent and sidewall sprinklers. The escutcheons are installed between the sprinklers and the ceiling orwall.for a pleasing appearance. I ney are available with several finish op- tions to meet design requirements_ Viking recessed escutcheons and ad- justable escutcheons provide a low- pro- file decorative recessed sorinkler instal- lation. However, the MicrofasP Model F-1 Adjustable Escutcheons are consid- ered surface-mounted escutcheons be- cause they do not allow the fusible ele- ment ofthe sprinklers to be recessed be- hind the face of the wall or ceiling. The two-piece design of Viking's re- cessed escutcheons and adiustable es- cutcheons allow installation'and testino of the sprinklers prior to installing thE ceiling or wall. The Viking Microniatico E-1 Recessed Escutcheon is available with |9/32" (15, 1 mm) maximum recess. Viking's Micromatic@ Model E-1 Re- cessed Escutcheons and Microfast@ Model F-1 Adjustable Escutcheons fea-ture a slip-on desiqn. while the Micromatico E-2 RecessiO Escutcheons are available wifr a threaded sfule (outer cup threads onto the adapter). ihe'outer cups used on Viking adjustable escutch-eons and recessed esctjtcheons are made to allow for minor adiustments dueto pipe or ceiling pitch. These escutch- eons can be removed and reinstalled. al- Iowing access above removable .ceilino panels for servicing building equipmeniwrthout shutting down the sprinkler system and removinq the sprinkler. Viking adjustable eJcutchdons and re- cessed escutcheons are available as es- cutcheon packages (includes outer cup and adapter). The outer cups and adapt- II I I I t I t It I Note: Units of measure in parentheses may be approximations. Form No. F_122698 ers are also available to order separately as individual pieces for the 1D" and 314" NPT ('15 mm and 20 mm BSP) sizes. Mking standard 1/8" (3 mm) style flat and 1" (25 mm) style raised surface- mounted escutcheons have a one-piece design.*Micromatic'Model E-1. E-2. and Micr6fasP Model F-l Escutcheons with 1/2' NpT adapters are for use with SlNs VK003, VKOO4, VKOO7, VKOO8, VKO15, VKO23, vK102, VKt04, VKt10. VK112. VK116. vK124, VK13i, VK202, VK206, VK30?, vK304, VK329, VK331, VK333, VK352, vK430, VK432, VK434, VK440. W442. VK444, VK446, VK600. and VK604.*Micromatico Model E-1 and MicrofasP Model F-1 Escutcheons with 3/4'' NpT adaptsrs are for use with SlNs VK202, vK206, VK352, VK377. VK534. VK536. VK002, and VK606. NOTE: Spdnklerl.D. Nos. provided in accqdanoe wih the 1 999 edition of NFPA 1 3, Seclion &2.2. 4. TECHN ICAL INFORMATION A. VIKING MICROMATICS MODEL E-l AND E.2 RECESSED ESCUTCHEONS Listings and Approvals: Sprinklers must be specifically listed and/or ap-proved for recessed installation+. When using Viking Micromatic9 Model E-1 and E-2 Recessed Escutcheons for recessed applications, refer to tech- nical data describing the sprinkler model lo be used to verify whetherthe sprinkler is listed and/or approved for recessed in- stallations. NOTE: Viking's thread-on style Micfomatico Model E-2 Re- cessed Escutcheona carry the same listings and approvals as the slip-on style Micromatico Model E-1 Re- cessed Escutcheons, with one ex- ception: Vikino threaded style Micro- nnglie@ Model E-2 Recessed E eons carry NO FM Aoproval. 1 . Slip-on Style Micromatic@ Model E-l Recessed Escutcheons: Depth of Outer Gup: 1-1116" (26,9 mm.l Outside Diameter of Outer Cup: 3-1116" (77,7 mm) Depth of Center Adapter Ring: 1 1/32" (8,7 mm) +A 1/32" (0,8 mm) Escutcheon Material: Cold Rolled Steel UNS-G10080 or Stainless Steel (UNS-S30400 for the es- cutcheon cup, UNS-S43000 for the escutcheon adapter) Adjustment Range: Flush to 19/32" (15,1 mm) recessed NOTE: Escutcheon adapter is stamped "Viking Model - E-1". 2.Threaded Style M icrom atic@ Model E-2 Recessed Escutcheons: Depth of Outer Cup: 13/16' (20,6 mm) Outside Diameter of Outer Cup: 3-1l8" (79,4 mm) Depth of Center Adapt€r Ring: 21l32" (16,6 mm) Escutcheon Material: 24 ga. (0,61 mm) thick 1010-101 8 mild steel Adjustment Range: 27132" (21,4 mm) total adjustment with 1t2" (12,7 mm) maximum recess avail- Replaces page 135 a-d, dated May 4, 2000 (shallow E-1 Escutcheon no longer available). \IKINIG'SPRINKLER ESCUTCHEONS Per NFPA 13 ({999 edltionl: "Escutcheon plates used with recessed or flush-type sprinklers shall be part of a listed sprinkler assembly." Th€ Viking Corpontion will notauthorize the sale of unlisted-recessed sprinkler assemblies nor assume any liability involving recessed sprinkler assemblies that are not considered UL Listed. FM Approved, or in full compliance with NFPA requirements" I I t I I I I I I I I I I I I I I I I Hydroulics Summory gFPE P.O.BOX 29550 DENVER, CO. 80229 Sheet Darlgncrl Colo By: Ootc: JF 6t LZtO! Slgrno Dynanrtos C(>rp6ro+lor.r irrratd Profacl lnformotion LION SOUARE LODGE 680 W. LIONSHEAD PL VAIL. COLORADO Contr-ct Ho: Eutldlng: Sqttrnr l0: Re{. Or rulng No! Conit?uctlonr Oc cup.ncA: At{hot llf o[-0225 coNDoftlNIUnS LEUEL 8 - UNIT COTEUSTTBLE RESIDENTI6L lj Hydraulioe lnformqtion Demond,.. Spr Roq'd Pru: 127.+5 PSI Spr Re{d Ftow: 63.05 CPtl Addl Flowrr 0.00 cPfl Fbee ot Sroe: 100.00 GPt'j Tol'l Flow: 163-05 Gpn Toid Prcr: f27.t5 psl Stotlo Elcv: 0.O0 Fr Sr.rpply... Wotcr Flow Tcct Stottc: t aS.O0 pSI R[ldrol: I {O,00 FSI Oiy Flowlnel 2193.00 GpH Elcvofton: 0.00 Fr Oole:-------- Tlmc: rump Dota Rolr4 (NA) PSIE (NA, borl Prer: (Nfi) Oltohorga Pru: (NA) tlrohrga Flow: (NA) Comblned Stoile (NA) PSI tuddld (NF) PSI Qty Flowlner (NR) 6Pr1 Avolloble... P) 1+{.92 pSIe 163.05 6PnF) l2z..r5 pgtQ 491r-22 GPrl Morgln... Pi.rruF.: 1?.12 PSI Flow: 47t8.62 GFtl Syslem Informatlon syrlrm .Dpc: tEI Hydroullcs Design Criterio D.nslty: 15 6Ptl zSqFr Rtmota Ares: 4HDS SqFr Sprlnktrr Coy.rogc: l2xl2 SqFr Oaifgn Stondord: NFpA l3R tbzord: RESI0ENTIAL Flgurr: Curv€: Sprinklcrs ,/ Nozzlec Monulociunn UIKING Mo(bt: n-{ $zaz 7 tL6 K*Fctor:4.3 Trm;rtroturc Rothg: I EF 1/24/oz-- ifl.tretz LJ f;iI....."'.'a* 1e92. t! I I ITII LTON SOUARE LODGE SIGIIIA DYNAMICS CORP. 5(x)t?00 Syslem Derrrond.. Sprinkler Denand t 27..15 PSI Additionrl Flods Hos€ at Source Total Denand 1?7.{5 PSt e IITI FN: LIONBUNI.HYD I I I IIrIr I 3a,A IL aato o- 250 7+O ?30 220 ?t0 200 1!t0 t80 Lru r60 r50 ll0 r30 lzg 110 r00 s 80 m 6g 50 {0 77OO Supfly ,/ Damond Grcph Woter Supply,. Sraric l{5.00 pSI Residual 1tO.0O PSI I 2t93.0O GpfiElevation 0.O0 PSI 20 t0 0 2r00300 600 e 53.05 0.oo r o0.00 r63.05 69n Gpn Gpfl GpH MorginPressure I7.52 PSIFlou +718.67 Gpn I I I t I t I I I II I t I I I I t I I sUBl-lIT?At SERIAIJ N0 ! 2016Hy1 I]ION SQUARE I'DGE 660 T{. LTONSHEAD PL VAIL, CO T,EVEL S - UNTT NFPA 13R FIOW TEST RESULTS O6-L2-2OOL PAGE 1FN: LTIONBUNf.HyD Water SupplySTATIC 145.OO P6IRSSTDUAL 140.00 Psr CITY PRESSURE AVAIIABLE e 219X.00 cPM AT 163.1 GPlt 144.97 PSr SUMMARY OI' SPRTNKI,ER OUTFLOWS ACTUAIJ I'IINIMUM :T ::3I t*n K-FAcroR PRESSURE 4L2 16.514t3 15.734L4 1_5. 8l415 15.00 4.30 14.74 !t4.30 13 . 384.30 13.524.3O 72.t7 15. OO 15. 00 1,5, 00 15. 00 TOTAIJ WATER REgUIRED TOR STS?E}f OUTSIDE HOSE STREAI.IS A! OTqTAI] WATER REQUIREITENT PRE66URE REQUIRED AT O 63.05 GgU100.00 cPll153.05 cPM 1.27-45 pSI MAXTMTJI,T PRESSURE UNBALA}IEE rN IOOPS O.O7 PSrMAXTMIJM VEIOCITY IN PrPES 23.14 FPS I I I I I t I t I T t I I I I I I SUEMITTAIJ SERIAI NO: 2O16HY1 I-,TON SgUARE LODGE 660 W. LIONSHEAD PI, VAIIJT CO I,SVEI, 8 . I'NIA NFPA 13R 06-1.2-2001 PACE 2FH: LION8UNI .H?D Lrocatlon Fron To rl13 415 Flowin 6pu Q 15,00 Plpe FittinssEize & - IN Devtce8 O ' 811 IJF=0 FBNT 1.055 LF=T rBNT 1.055 LF=0 FBNT Equiv Frictlon PreEsureLength Loa6 sunEaryFt PSrlFt PSI 14.2s C-:.so Pll 12.17 (4rF)0.00 PE -1.3014.25 0.1771 PF 2.52. 3.00 C=150 PT 13.39 (413)5.00 PE -0.438.00 0.1854 PF 1.48 19.15 C=150 PT 14.44 (411)0.o0 PE 0.o0 19. 16 r O, 1A54 DF ! - 55Pr 17.ee (410) 13.5? (4r4) -L. 08 2.39 14.63 (412) -0. 55 3.83 18.01 (410) o. 00 5. 08 23.0e (40e1 0.43 7.53 31.05 (408) 4.559,46 4s.06 (.107) o.00 8 r23 53.2e ({06) 0. 00 LQ,66 63.e5 (403) 0. 00s.24 411 41.3DQ 15.?3Q 30,73 4Lo 4t l Q 30.73 4L2 4L4 a 41O 4rZDg a 4O9 4r.0DQ a '108 409 a 407 t08 Q 406 {07 q 403 {06 a 402 403 a I I 0.81115.81 BN 16.51 l. o55 32.32 Bl{ 30.73 1.055 63. 05 BN L. o55 63.05 BN 1. 05553.05 FM5 1.055 63 .05 FI'ls 1.291 63.05 FM5 1.29L63.05 FI{4 IJF=O F T IJt-t/28 f T LF=T F T LF=E,T F.T LF=T F rtlI IJF-2E F T ?IIf=T Fr 12.25 C-150 0. 00L2.2s O.1952 7 . A3 C-1,5O 11.0018.83 0.2035 2.25 C=L50 5. O07.25 0,7007 2,75 C-1508.0010.75 0.700? 10.50 C-150 3.OO13.50 0.7007 6.75 C-150 5. O011.7s O,7007 34.66 C-15O 5.0040.66 0.2622 L4.00 C=150 6. 0020.00 0,2622 PT PE PF PT PB PF PT PE PF PT PE PF PT PE PI PT PE PF P! PE P8 FT PE PF LF=E F T I I I I I I I I I I I I I I I I I I I VAIL' CO LSVEL S . TINTT SUBMITTAIJ SERXAf, NO! 2O16HYI IrrON SQUARE IoDOE 650 W, LIONSHEAD PI,I 06-t2-20AL PAGE 3F$! IJIONSUNI .HVD 80. 00 PE 6,0?L90.00 0.0012 Pr o,23 1-00 C"=120 pT 109,90 ( 4)0. 00 PE 0,o01.00 0.0012 PF 0.00 NFPA I3R Location Fron fo +ot 442 a 400 401 a 20 {00 q L8 20 o 13 t8 a L2 t3 q lt L2 a 10 lt a 910 Q Flowin GPI.I 63 .0s 63. 05 63.05 63 .05 63. O! 63.05 63.05 63.05 63. 05 63. ()5 63 .05 PlpeSlze IN L.297 F!{4 1.291 FM4 1.291 Ft{4 4.250 Flil2 4.260 rMz 4. X60 !M2 4.260 FM2 4.260 FU2 4.260 FYI? 4.260 FI.l 4.260 rR Fittlnge & Devicee L'F=0 Ft t,f=O F T LF=T,GV,E F T LP=O FI LF-O fI LF-O F T LF=0 f m LF=0 F Itt LF-T F' T LF-60,/O F .l t F-0 Fr Eguiv Erlction pressureLength Losa SununaryFr Psrlrt PSr - t-.42 C-15o Hlt 69. X9 (403)0.00 PE 0.00L.42 0.2622 P? 0.37 8.00 cL150 PT 69.s6 (401)o,00 PE 0.008.00 0.2622 PP 2.LO L3.33 C=L50 PI 7L.66 (4oo')9.00 PE 0.0022.33 t fi.2522 PE 5-95 10.00 C=150 Pr 77.5L ( Zo,0.00 PE 4.33I0.00 0.0008 Pr, 0.o1 10.00 C=120 PT 81.8s ( ts) O. OO PE .[. !310.00 0,00t2 PF 0.01 LOO C=12o PT 85.19 ( 13)0.00 PE 3.909.00 0.0012 PF o.01 11.0o C=12o pT 90. ro ( 12)0.00 PE 4.7711.OO O.0012 PF 0.01 9.o0 C-l20 PT e4.88 ( t1)0.00 PE 3.909.OO o.0012 PF O.01 11.00 C-120 FT 98.79 ( t0)20.00 PE 4.7731.00 0.0012 Pr 0.04 110.00 C=120 PT J.03.60 ( 9) lo I suBr{rrrtL sERrArJ Not2ot6*ylI I]ION SQUARE I.OD6E 660 II. LTONSHEAD PI.,VAIL, COI r,EvELs-uNrr I NFPA r3R Location FJow E+pe Flttlngs Esulv Friction preseureIn sl.Ee & IJength L'ost Fulrt|l|aryI rron To cpM nf Devices rC' psi/rt - -ibr-' 2 3 4.026 L z7,Oo c=1o0o Df! tO9.9O ( 3)I Q 63. 05 F=0 f O. OO pE tt. Z0t eoMMENr: RBD'.ED "*rrr$*, BAcKFror{ "3r t33;t3"o$ro!$orl$o*n9;ff0 I L 2 4.026 L 4,oo cb12o p! 12r.60 ( 2)I Q 63'05 FR F=30'/0 I 3l:33 o.oo." BF l:33 ' 4.280 ! 100.00 c-140 PT 122.95 ( 1)Q 63.os p:sg/o F ri.oo ,, pE 4-33trN T 188.00 0.0009 FF 0.I7 FN: L,IONBUNI.H9D 06-1.2-2001 PAGE 4 P! 127.45 ( 0) I I t I I I I I I o':' I I t I I I I I I I I I I I I T I I I I I I I o AUXIIJARY SUBI,IITTAL SERfAIT NO: ZOt GHyltlloN 3QUARE IODOE FNs LIoxgUNI.HyD FIOW TEST RESULfS water supplySTATIC 145.00 PSIRESIDUAL 140.00 psl e 24s1.OO cpr,! CITY PRESIIURE AVAIIJABI'E AT 119.0 GP}t 1{4.99 PsI SUIS'ARY OF SPRINKT,ER OUTTLOWS ACTUA], }IINI!,II'UFIP?I K.FACTOR PRESSURE 4L5 19.00 19. o0 c.30 L9,52 06-12-2001 PAGE 1 SPR TOIXAI.. !{ATER REQUIRED FOR SYSTtsMOSIr€IDE HOSE sTRE.il}'S Tr O TOTAI.,, WATER REQUTREIIENT PRESSURE REQUIRED AT O UAXTMUT{ PRESSUNE UNBAI,TITCE rN IOOPSMAXIIIT'M VEI'.oCITT rN PIPES 19.00 cPM 1oO-OO GP# r119.00 cP!,r84.14 PSI 0.oo Psr11.80 FPS I I I I I I I I I I t I t I T t I I I AUXIIJTARY SUBMIfTAIJ 'JION SgUARE I,oDOE FROM trO 413 415 411 413410 4lt. 409 410 408 409401 404iloS 407 403 406402 403 401 402 400 401?o 40018 2013 18L2 t311 t210 Lr9L0493423t20t 19.00 14.26 19. o0 3.00 19 .00 t 9,1619.00 2.2519.00 2.7519.00 10,50 19. 00 6,75r.9,00 34.66 19. 00 1'l .0019.00 L.42 19. 00 I .0019.00 13 .3319.00 L0.oo 19 . 00 10.00 t 9.00 9.00 19. OO I]..OO19.00 9.0019.00 1r.0019,00 110.00 19. 00 1. OOL9,00 27 ,ooL9.00 4. 00 19, O0 100. oo PRESSURES 22.13 19.5222.3t 22.t323.77 22.3L24,32 23.1725,57 24.3231.1s 25,57 32. 05 31. 1533.21 32.0533.78 33.2t 33 .82 33.7834.05 33.82 34 . €9 34.05 39. 02 14.69 43 .35 39.02 47 .25 {3.3552. 02 47 .2655.92 52.O260.69 55. 92 66 ,78 60. 6966.78 66.7878.48 66.7879.79 78.4884. 14 79.79 NO:2 016Hy1FN: IJIONBUNI.HfD LENG|FH Frrrrr,rc DrAlr rypE psI/Ft s-Ioss o SERfAIJ 0,0 5.00.0 5.0 8.O 3.O 5.06.0 5.0o.0 0.0 9.00.0 0.0 0.0o.o 0.0 20.0 80.00.00.0 30. 0 EE. O 0.811 Bll 1.055 Bil1.055 BN1.055 BN1.055 BN 1. O55 FI.151.055 Fils1.291 FttS 1.291. Ft'{41.29I Ftl41.291 FIrl4r..291 F!{44.260 Fltz4.250 FMz4.260 FIit24. e60 FM24.260 m{24.260 FM2{.260 n4 4 .250 FR4.026 FR4.025 FR4.2SO UN 0.274 -1.300.076 -0.43o,476 0.O0o.076 0.000.076 0.43 o. 076 4.550,076 0. 00o.o29 0,000.029 0. o00.029 0.000.029 0.000.029 0.00 o. oo0 4 .330.000 4.33 o. o00 3 .90 o. dqo 4.??0.000 3.90 o. o00 4,770.000 6.o7o,o00 0.00o.000 11.70 o. 000 1 .30 0. ooo 4,33 06-12-2001 PAGE 2 I t I I I I I I I I I t I t T t I I I Hydroullcs Summory BFPE P.O.BOX 29550 DENVER. CO, 80229 Sheet Oarlgncr: JR Cole By: JR Dolct 6t l2t9l Slgr1to Dynorrrlo- Corporof lon Prolact Informotion LION SOUARE LODGE 660 W. LIONSHEAD PL VAIL. COLORADO Contract Nol 01-0225 Euilding: C0NOOttINtUrlB Sgstcn l0: LEUEL 6 - UNIT Rcf. 0reulng Nor Fp2 Constructi,onr C0mgUSTIBLE occupancr,;r RESIOENIIRL Aulhorlltr tt Hydroulios lnformolion Demand... Spr Req'd Pras: 132,i9 pSI Spr Ra{d Flow: 7?,96 Gpn Add'l Flow4 0,00 6Ptll{os6 of Sro€: 100.00 6pt1 Tofof Flow: 172,A6 E9n Totol hel: l32.t8 pst Stotlo El.v: 0,00 Fr Supply... Woler Flow Tael Stotlot 115,00 PSI Rsrlduol 1.t0.00 PSt Ofy Flowlns: 2193.00 6Pf1 Elevotfon: O.0O Ft Dofe:_ _______ TIm.:___-____ By: Pump Doto Roiod: (NF) PSIO (NA) Boosi Prar: (NA) Dlsohofga Prcr: (N6) Dlsohorge Flow: (NA) 6PH PSt PSI 6pr Comblncd Stotfo: (NA) PSt Rrrl&d: (NA) pSI Olr Flowhg: (Nfr) 6pl1 Avolloble... P) t.r{.96 psrQ 172.86 GPn F) 132..t€ psre +ost.6s cpn Morgln.,. PFnlrufc: lz.fe pSI Flow: 39 | 8.78 Gpfl Syslem Informoilon Hydroutios Deslgn Criterio Drnrtiy: UARIE Gptl zSqFt Remote Areo: {HDS SqFt Sprlnklar Cov€rog€l UARIE SqFi Oe:lgn Sfcrd*d: flFpA I 3F Fto?ordr RESIoENTIAL Flgure: Curvc: Sprlnklers ,/ Noz:les Monufoclurrr: UIKTNB Mcdd: t1-.t $zaz 7tL6 K-Fsclorl '1,3famperoiurs Rollng: 155 i:F;'''ff @;;it$ l9DZ. Al Riot . f,.a.ry.d Prarure (pSl) ssdEsEEgES -iaFrE\TN|N|N|r9hJglO'\vE4O-hrir.rtiectct(f(!|tiaEeiqc|OE I I I I I I I I I I I I I I I I I I I nroFrF9 9o7P fifi 8r4{O.o o 8Eol- al8f -rI:D(,tno o o.D i';H9l dg -l +oo-6XQo Jo< J ogr - iQrsF BgE JVT: LJ$-t -a(.) -:NL)L}'cp -!6 ur tt GI ID \o \ l.r 9 9l.rttgS gggg =:l 3f ".1z r oz Cz l--l r-l dLq 1t Fs 6,3! ? g rf 3 €3s"li 5'! -r aul L --!BFfi9 lsc i OEE ,o N+(D 9'oo G) = nc! P. I 3a a lo I SUBMITTAL SERIAL Nor2016HYlI DrON SQUARE LoDGEI 660 W, LTONSHEAD PL FNr LION6IJNI .HYD 06-12-2001. PAGE 1 VAIIJ' COI LEVEL6-UNIT I NrPA t3R I FLOW TEST RESUTTTS r t{ater supplyETATIC 145.00 pgr I RESIDUAL 140.00 psr e 2{93.00 cp!{ I crry pREssuRE AvArraBLE AT L7z.g trpr. 144.9G psr I sUlllilARy OF SPRTNKLER OUTFLOT{SII ACTUAL }IINTHUHsPR FLOW FIJOW K-FACTOR PRESSUREII i3 ii:ti ii:BB i.i8 ii:?t !, 30 16.78 ts.oo 4.30 rs,iir 3t za..go ts.oo a.3o zs.il I I TOTAL WArER REQUIRED I.OR SySTEFT 72.A6 epu!t outgrDE HosE STREN{S AT 0 1OO.O0 cpMt TOIAI, WATER ntQUfnrUEl,ti 112.g6 cpMpRESSUnE REQUIRED Ar O 132.4a PSr I MAxrMtnr pREssuRE uNBAr..aNcE rN rpops 0.oz psrt r,tAxlrou vELocITy rN prpEs 18.71 I.pS I I I I I I I I I /I I I I I I I t I I I t I I I I t I o ].6HY 06-12-?001 PAGE 2SUBI|ISIAIJ SERIAL NO:20!,rol{ SQUARE toDcE 560 II. IIIONSHEAD PLVAIL, CO LEVEL 6 . UNIITI NTPA 13R L,,ocatlon trron To 29 30 FN! LIONGUNI .HYD FIowin GPM Q 16.78 28 2gDQ 1_7. ooQ 33.78 27 28DQ 17. t 8Q 50.97 25 27 a 50.97 26 31 a 25 26DQ e Flttlnge & Devises L FOF r LF=0 R T t F=Tr2E F m Pipe sLZe IN 0.8].1 BN 1. 055 BN 1. 055 B!l 1.291 BN LF=T [' T Equlv frlction PressureLengCh IJOSA SUI|lDAryFt P8I,/FI PSr e.75 C=150 PT 15,23 ( 30)0.00 PE -t.528.75 0.2180 PF 1.91 6,50 Cr150 PT L5.62 { 29)0. 00 PE -1 .086.50 0.2209 PF L.44 {.00 C=I50 PT 15.98 ( 28)1I. 00 PE -0.4315.0O ' A.4727 p? 7.Os 16.92 C=150 FT 22.64 ( z7,l 6. 00 PE 0. 0022.92 0.1769 PF 4.05PT 26,69 ( 26'l 16.OO 15. 00 31. . 00 11.50 6, O0 1.7.50 13.75 9, O022.75 10.15 3.OO 13.16 23.75 r.2.00 35.75 14.5A 0. 00 L.[.58 15.00 o. 00 15, O0 c-150 Fr PE0.0991 Pr C-1.50 Pr PE0.3426 PF F15O PT PE0.3426 PF c-150 PT PEo.3426 Pr C=150 PT PE 0.3426 Pr C-150 Pll PE 0.1513 PF G150 Pt PE o.]"s1.3 Pa 25.t3 ( 311 -2.38 3.07 26,62 ( 2612.47 6. 00 34.7e ( 2510.00 ? .79 42,58 ( 24'4.40 4. sl 5L. 49 ( 23') 0. o0 L2,25 67,71 ( e}'l 0.00 2.2L 65. es (303) 0. o0 2 .42 22 23 a 303 22 Q 302 303 a L. O5521.90 8N 50.97 L.29172.86 BN I,29L72.86 BN L. 29172.e6 trl6 1.29L72.86 l'I't6 L.52772.86 Ft{5 J..527 ?2.86 FM5 ? E*38,/2E F T !. F=T F T ? F=|rrE F T LF=E F T L?=T/2E P T L'F=O F T lJF=0 Fr 25 2l 24 23 a I t I I I I I t I I I I I I I I I I I FN: LTON6TJNI .HYD L,527 FM4 L.527 rM4 2.OO9 F=T,GV, E FM3 4.250 F=0 L 25.92 C-ls0 pI 6S.3? (3Oa)F-T F 7.00 pE 0.OoT 32'92 0.1513 PF 4.98 L 103.08 C-150 pT 73.35 (30r)F=E F 4.00 pE O.oo'-f 107.08 0.1513 PF 16.20 L 22.?5 C=150 pT 89.55 (300)F 15.00 PE 0. oo! 38.75'jrO.O39a Dt' 1,84 L, 9.00 C=L2O PT 9f.09 ( 13)F 0. 00 PE 3.90T 9.00 0.0015 PF 0.01 13 300 L2 13 11 L2 10 11 910 COMIIIENT: !2 FM2 4.260 rMz 4.360 FM2 4.260 FM2 L 11.00 C-L2o pT 95.00 ( 12)F=o F o.oo pr 4.7-lT t-1 . 00 0. 0015 PF O, 02 9.oo C=12o PT 99.79 ( 11)0. o0 FE 3.90T 9.00 0.0015 PF 0.01 L 1,1. O0 C=120 PT 1O3. ZO ( 10)F 20.00 PE 4.77r 3l,oo o.0015 PF 0. 05 ? F=0 F F=T 4.026 FN L 4.0O C=leo pT 126.gg ( Z,)F-30,/0 I' 30.00 pE 1..3OT 34.00 0.0020 PF o.o? o 0L6HYt_ :ii" SiEE Frttlnse HH*I" Frictlon 3ffifi:$'GPU IN Devices Ft- pFiZFt --pdi-" Q 72,86 Q 72.86 Q 72.86 Q 72.86 Q 72.86 Q 72.86 Q 72.86 Q 72.86 SUBMITTAL SERIAL NO:2 IJION SQUARI I'DGE 660 W. IJONSHEAD PLvArL, co LEVEL 6 - UNr1I NFPA ].3R Irooatlon Fron |ro 30L 302 300 301 4.260 L, 11O.OO C=t2O pT 108.52 ( 9)Q 72.sG E=so/o F -io,oo in --i.bzEtr r leo.oo o.oors pF o.is 4.260 L t.OO c_120 pT t14.s8 ( 4)A 72.86 F-o F o.bo ps --o.borR r t:oo o.oo:.g DF o,oo 4.026 L z7.oo c.=r000 pt t14.g8 ( 3)Q 72.a6 F=o F o,io pE Lt.zoFR T 27 .OO O. 0000 it -0. ooREDUCED PRESSURE BACKFLOW psr ross- sHot{N ilr-nr.,grnriou 06-12-2001 PAGE 3 lo I SUEffITfAL SERIAL NOr2016Hy1I LTON EQUARE IODGE 550 W. IJIONEHEAD PLvArL, coI LEVEL6.UNIT I NFPA 13R L,ocatlon fl_o" llpe FitttngE Equlv Frlctlon pressuretn slze ! - ldngrn rJos! sutillafy-t Fron To cptt fN DEviceE -Fl--- psf,/rt '-pSi-. O I 4.480 IJ IOO.OO C-t4O 9T 1e?.98 ( 1)I Q 72,86 J-88/O F -g9.o6 pB 4.t3I uN T 188.00 o.oor.r. PF 0.21 PN: LrIdN6UlfI .HYD "t 06-12-2001 PAGE 4 PT 132.49 { 0)I I I t I I I I I I I I I I I I I I I I I I t I t I I I I t I I I A9xILIIBI EuBMIt[Arl sERrArr Nos z0l6Hy].lfoN aQUARD LODCE FNr LIONoUNr.H9D FLOW IEST RESUIJTS Water SupplysTArrc l{5,00 P6rnEsrDUAt r40,oo PsI g 24s3.00 GPM CTfY PRESSURE AVAII,ABLE AT 122.0 GFM 144.98 PSr 6UITMARY Or SPRTNKIER OUTFI,OWS ACTUAIJ }ITHIMUU ::3 131 FrJorf K-FAcroR PRESSURE 06-12-2001 PAGE I 29 22.00 22.oo 4.30 26.78 I9_I4!_!AE!_nEQurRED FoR syslrEu 22.aagglgIDI HosE srREAtrs Arr o loo-oo PRESSI'R8 REQUIRED AT O 81.36 UAXTMUIiI PRESSURE UN&ALANCE IN IOOPS O.OOlrAxlt{uu vEtpcrlY rN PrPEs 8. 07 I GP!{ 6Pljf r CPM PSI PSI 8PS I I I T I I I I I I t I I I I I I I I o SERIAIJ o AUXILTARY SI'BMITII'ALIrOil OQUARE IJODGE N0 : 2 015HY1FNI LIoNSIINI .TIyD 06-12-2001 PAGE 2 FROM TO FIOI.{I.,,EN6TH FITTINC DIA}T TYPE 28 2927 2826 2725 2624 2523 2422 23303 22 302 303301 302 300 301 13 300L2 1311 L210 t19 10493423L201 22.00 6.5022,00 4.0022.OO L6.92 22 ,OO 11.5022.AO 13.7522.00 10. 1622,00 23.7522.OO 14.5822.OA 16.O022.00 25.9222,00 103.0822.00 22.75zz.oo 9, O022.o0 11.0022.OO 9.002e. oo 11. OO22.O0 110.00 22 . O0 1,0022.00 27,0O22.OO 4.o022.O0 100.00 l_,055 BNt,05s Bl.l1.29t BN1,291 Bt{1.29r BN1.291 FM61.291 FI.l61.527 FM5 1, 527 FIi{s1,527 Ftt41.527 F!'t42.009 Fr.t34.260 FM24.250 tM24.260 Flf24.250 I.!{34.260 FM4.260 FR 4.026 FR4.025 rR4.280 uN PSI,/FI S-IOSS 0.100 -1.080.100 -0.430. o37 0. 00o.o37 2.I7o.o37 0^ 00 o. 037 4.40 0. 037 0. 000.016 0.000.016 0.000.016 0.00 0. 016 0. 000.00{ 0.00o.ooo 3.900.000 4.77o.000 3.90 o" dqo 4.77 0. o00 6.070.000 0.000.000 11.70 0. o00 1. 300.000 4.33 PRESSURES 25.75 26.1825.82 25,7527.6A 26.A230.50 27.68 31. 35 30. 5036.?4 3L,3S 37. 58 36.2437,82 37.5838.08 37 ,8238,62 38,0940.39 38.6240.56 40.3944.46 40.5649.23 44.4653.13 49.23 E7 - 91 53, 1364.O2 57.9L64,02 64.O275.72 61 .O277.03 75.7291,38 77 .O3 o.o 11.06,0 6.0 9.0 3.O 12.00.0 0.07.0 4.0 1.6. 0o.0 0.o0.o 20, o 80. 0 o.0 0.030.0 88. 0 I I I I I I I I I I t I t I I I I I I Hydroullcs Summory BFPE P,O.BOX 29550 DENVER, CO. AO229 Sheet Daafgnrrt Cala By: Dote:4tl2t1I Slgrncr Oyr.rorr.rtc€ Corpor crl lcrn Proiecl Informstlon LION SQUARE LODGE 660 W. LIONSHEAD PL VAIL. COLORADO Contrrct Nol Euuding: Sustrh I0: Rcf. Dr:ulng No: Constr uctton! Dccupshcgt lun6rltf! 0t -022s coN00tlrNrutrs LEUEL6-UNITEAST Fpz COIIBUSTIBLE RESIDENTIiL Hydroulfcs lnforrnafion Dernqnd,., Spr Raqrd Prc* 129,92 Spr Req'd Flow: g0.g I Add'l flowcr 0.OO Hosa gl Src.: 100.00 Totdl Fl6wr r 80;8 t Gpfi Tofol Prrr: t28.g2 pSI Stoilo Eley: 0.0O fl Supply... Woter Ftow Teet Sfallc: I ,t5.00 pst RotfclJs[ I t0.00 pSI Otf Flowlnsr 2{93,00 6pN Elavgilon: 0.00 fr Ootc:-----___ Tlmll BYI Pump Doto Roted: (NA) pSIe (NA) Gpn Boort kec: (Nfi) FSI Dhchorgr Prar: (NA) pSI Obcho'ga Flow: (NA) 6pfl Comblned Sfoilo: (NA) pSt Ruldrrcrl: (NA) pst OIY Flowlng: (NA) gPM Avollqble...P) r{{,96 9SrA t80.gl G9r1F) l2s.s2 Psre {685.23 Gpfl Morgln-.. Pr..!ur..: 16.05 p6l Flow: {50t.13 0pri psI 6Pn Gpfl GFII Syslcm lnformotion Hydroullcs Destgn Crllarlo Donslty: t6 Gptl /SqFt Romota Areo: {H0S SoFr Sprlnkldr Covslqge. ltxl{ SeFr Drdgrn Standordl NFPA I OF t{ozorcf, RESIDENTIAL Flgurr: Curve: Sprinklers ,/ Noezles Mcnufacturtr: VIKINO Modotr -4 Slza| 7/16 K-Footor:4;3 Temprroturu Ratlng: l Ss # iB-, rzsrz"$..!* ffi;;,ii$F 1912. Al HCitr F.r.rr.d LTON SOUAAE SIGI4A, DYNAMES LODGf @RP, FN: LION6UNE.HYD ff^o- !|t-l ]cLo_ 250 710 ?30 229 rlu 200 190 t80 170 r50 150 tlo 130 120 tlD r00 50 80 70 60 50 {0 20 10 77OO Supply ,/ Dcmond Grqph Wofer Supply.. Static 1{5.0t) psl Residual !{O,OO pSI e 21g3.OO 6pttElevalion OOO trSt nr | | |- goo soo lr{t0 Systern Damond-. Spr inkler Densnd 128.S2 pSI Addirional Flous l'lose at Sour ce Total Demand J2A.92 pSI i'G' 180[ e 80.81 Gpr o.o0 GpH I00.00 Gptle 180.ar Gph 2lo0 lfolr Flow (GPU) 2r00 MorginPressure 16.05 PSIFlou +50{.{3 Gpil I I I I I I I I I r I I I I I I I I I 1.8 1l 72 13 LZ l1 I I I I I I t I I I I I I I I I I o 0r6Hy 06-12-2001 PAGE 2SUgl{ITTAt SERTAI NOr2LIOII SQUARE IJoDGE 660 W. IJIONSHEAD PLVAIL, COLEVEL6-UNIIEAST NFPA 13R Locat,ion Fron To 3a6 307 Q 16.00 305 306DQ L8.09Q 34.0e 302 3O5DQ 2L,20Q 55.29 EN: &IONEUNE.HVD Flttlnge Equiv Frlctlon6( IJ€nqth IJO8EDevices Ft- pS''/Ft L 13. 33 C=t 5o pTF=38 f 5.00 pE r 19.33 0.L996 P!. L 8.25 c=tso pTF=0 F O.00 pET 8.25 0.8085 PF L 35. 58 C=t,50 P!F-o/E F 3.00 pET 38. 58 j ,O - 5495 Ptr PT 303 304 302 303 o 25.52 Q 25.52 C=I5o PT PE0.4733 PF C-150 PT PE0.4733 Pr C-1.50 Pl PE0.4t4e PF C=150 PT PEo.4149 pF C-150 PT PE0.4149 Pr C-L2O PT PE 0.0019 Pr C-12O PT PE0.0019 PF C-120 PT PE o. oo19 PF Prcagur€ surRnary PSr 13.85 (307) 0, 00 3.86 r7.71 (306) 0. 00 6.67 24. 38 (305) 0. oo 2L.2045.58 (3o2) 35.22 (304) 0. 00 3 .90 39.12 (303) o. 006.35 45,47 (302t o. oo T2.L4 57.51 (301) 0. 00le,14 6e.75 (30o) 0.00 13. l7 82,92 ( L8') 4 .33 0. 02 87,2? ( L3l 3 .90 o. 02 er..le ( 12) 4,77 0. 02 Flowln GPM PipeSlze IN o , 8l.l BN 0. 811 BN 1 r1li R BN 0.811 BH o.811 BN 7.29L Flit4 1.291 FM4 L.29I Ftit3 4.260 FM 1.2G6 FM2 4.250 FM2 F=O I .250. 00 s.25 ro. {2 3 .00 13 .42 23 ,25 6. 00 29.25 26.25 3.O029.25 22.75 9. 003L.75 10. 00 0. 00 10. 00 9. O0 0,00 9.00 11.00 0.00 1l .o0 L Fr 30L 302DQ 5s.29Q 80,81 300 301 Q 80.81 18 300 o 80.81 Q 80.81 0 80.81 Q 80.81 I,F-T Fr I F=28 F T LF=E F! L F=f ,GV, E Fr LF=O F T IJF=0 F m LF-0 F! I I I I I I I I I t t I I I I I T I I I I o 016HY1 o6-12-2001 PAGE 3SUBMIITAL SERIAL No:2 LION SQUARE I,oDdE 660 IV. IJIONSHEAD PI.,vArL, coLEVELs-TINITEAg? NFPA ].3R Locatlon FIo$in FTON TO GPI'{ 10 11 Q 80.81 COItDilEl{T: J-2 FN: LIONdUNE.HyD Flte 9 10 4.260Q 80.8r FM2 4 9 4.2600 80.81 tlt 3 4 4.250Q 80.81 rR 2 3 4.026a ao.81 Eguiv Frictlon PreErursI€lgtn lros! FunnaryFt PSI/FI PSr - 9.0O C=12O 9? 95.99 ( tt) 0. 00 pE 3.909.00 0.0019 PF 0.02 1,1..00 C-X.20 PT 99.90 ( 10)20.00 PE 4.7731.00 0.0019 PF 0.06 110.oo C-12o sI t04.?3 ( 9l80.00 PE 6.07 19O- oo ' P- ootg Pr o. 36 1 . OO C=12O PT lf 1. 16 ( 4,) 0. 00 PE 0. 001.00 0.0019 PF 0.00 27.oo C-L000 PT 111.16 ( 3)o. oo PE 11.7027.OO 0.0000 Pr o.00 LOSS SHOWN TN ELEVATION 4.00 C=120 ?a LZ2.B6 ( Z')30. o0 PE 1.3034.00 0.0025 FF o.08 100.00 c-=r40 PT X24.24 ( 1)88,00 PE 4.33188.OO O.OO14 PF o.25 PT 128.83 ( 0) Pipe SiZe IN 4.2 60 Fittinge & D€vldes LF=0 F rF IJF=T F T LF=go/o F T tJF-0 F T LF=O rFRT REDUCED PRESSURE BACKFI.oT{ P'I 4.026a 80.81 FR 0 1 4.280a 80.81 UN LF=3o/o F T tF=88,/0 F B o 016HY1 FNI LTON6I'NE.HYD f'LOW TEST RESUIJTS Water Supply8trArIC 145. OO PBIRESIDUAI. I4O.OO PSI E 2493.00 GPM CTTV PRESSURE AVAIIABI.,E AB 1.80.8 GP}r 144.96 PgI 8UMUARY OF SPRTNKLER OUfFI,oI{S ltfNf!{frlrlFIOW K.FACTOR PRESSURE I t I t I I I I I I I I I I I I I I I SUBIiIITTAL SERIAL NO:zLfOll 9QUARE IIOD€E 560 T{. IIONSIIEAD PIJvArL, co LEVEL6.UNTTEAST NFPA 13N A TOALSPR FI,oW 06-12-2001 PAGE 1 304 305 306 307 25 -5227.20 18.09 16.00 16. oO 15.00 15.00 15. 00 4.30{. 30 4 .30t. 30 35.22 24.3L I7 .69 13.85 TOTAI, ?'ATER REQUIRED FOR SYSTEMOUTSTDE HOSE STREA!.IS AT OTOTAL TJATER REQUIRETTEHT PNESSUNE PEQUIRED AT O MAXIMUI{ PRESSURE UIIBALANCE TNMAXIMUI{ VSIJoCTTY Tr PIFES 6(}. aL GPtilr.00.oo cPM180.81 cPMr.28.92 PST I00Ps 0. 1.0 Psr21.17 FPs I I I I I I o SERIAIJ FLOI TEST RESUI.,?S tfater SupplySTATIC l45.OO P8rRE8fDUAL lit0.O0 pgf e Z4g3.0O GpI{ CITS PRESSURE AVAIIABIJE AT ].19. O GPU T44.98 Pgr SUMI{ARY OF SPRTNKLER OUTFLOI{S ACTUAI., MINIMT'U :31 l1:1 :lg!{ K-FAcroR PRESSURE 3O7 19.00 19. o0 4. 30 19.52 TOTAI, WATER REQUIRED FOR SYSTE!.IOUTSIDE TIOSE STREAIIS AII' O TOTAL }TATER REQUIREMEN! PRESSURE REQUIRED AI O {lllM4t pBEssrrRE LNBATANCD rN r.oops I{AXIMTJ}T VELOCITY rN PrPES AUXILIARY SUBMITIIAL IJION SQUARE IJODCE NOr 201,6HyL FNr lIoN6UHE.l{yD 19.00 cEM 1OO-OO CPld r119.00 cPll77,72 PSr 0.oo PsI 11 .80 FPS 06-12-200t PACE L I I I I I I t I I I I I I I t I t I I t I I I I t I I I I I I I o SERIALAUXILIARY SUBI{ITTAI,nroN SQUARE IJODCE NO:2016HY1FN: LroN6UNE.HyD 06-r.2-200r PACE 2 FR,OM TO FI.oW LENCTII FITTINC DIAI.T TYPE FSI/FI S.LOSS 19.00 13.3319.00 8.2519.00 35.5819,00 21,2519.00 26.2519.OO 22.78 1.9 ,00 10 . 00 19. O0 9 .00 L9 ,00 ll. 0019.00 9 .00 19 .00 11.0019.00 110.00 19. O0 1. OO19.00 2? .OO19.00 4.0019.00 100. oo 306 307 305 306302 305 301 302 300 30116 30013 18L2 L311 L210 tl9L0493423LZo1 6,0 0.03.0 6,0 3.09.0 0.8t1 BN 0,811, BNL.055 BN 1. 291 l.tt41.291 FM{1.291 FM34.260 FM4.260 FMz4.260 FM24.260 FMz4.260 FMz4.250 FM{,260 rE.4.026 FR4.026 FR4,280 UN 0.274 0.000.274 0.000.076 0. O0 0. 029 0. 00 0. 029 0. 000.029 0. ooo.000 4.33 0. 000 3.90 0. oo0 4,770.000 3.90o.000 4.77 0. 000 6. 07 o. ooo o. 000.000 11.700,000 1.30 o. dqo 4.33 PRESSURES 24.82 19.5227,O8 24.s230.o2 27.O830.85 30.0231.58 30.8532.5A 31.6836.91 32.5840.81 36.9145.58 40.8149.48 45.5854.25 49.4850.34 54.25 60. 3.1 60, 3472.04 60.3473.35 72.04 77 _70 73.38 0.0 o.0 0.0 0,020.0 80, 0o.o 0.o 30. 0 88,O o ERIAI.,AUXII,IARI SUBI,IITTAL sITON AQUARE IODGE NOr 20X5HY1FN! LION4HAIJ.HID 06-12-2001 PACE I I I FIOI{ [ESr RESUI.,IS lvater SupplygrArlc 145.00 PsIRESIDUA! 140.00 Psr e 24g3.OO GPM CITY PREESURE AVAIIABIJE AT L7]..6 GPM 144.96 PgI SW}TARY OT' SPRTNKIJER OUTFLOI'IS ACTUAII UINIMU}I:T I19I :::: I:519:er :t:::g$lgl 17 .04 12.00 4 . 30 15.701_O2 t5 . 32 l-2. oo 4 . 30 rz . og103 L4 .29 12. Oo 4.30 ir, o*194 12. ee 1.2. oo 4 .30 9. t 31o5 12,00 r2,oo 4,go .t-iE t, !914-L-qATE!-REOUIRqq FOR SYSTEM 7I.64OUTSIDE IIOSE STREAIIS AT O too:OdIgI4l-JlrFl REQUTREI'IBNI LzL,a4PRESSURE REQUIRED AT O 1I.2.53 }IAXII{U}I PRESSURE UNBIIANCE rN r,.OOPE O.IOlrAxrlfrfi vEtocITY IN PrPES 1?.56 GPI.I GPI.I cPli{ PgT PSr FPS I I t 22 25 2L 2A 19 18 16 14 13 L2 11 10 9 4,l 2I I I I I I I t I I I I I I t I I I I I t SERIAL FROM lO FI..OW IJENGTH fIrTINc DIll,f TypE 22 lo5 12.00 0.65 3.0 0.811 DR 2t lo4 I2.99 0. 66 AUXILIARY SUBMITTAL LTON gQUARE TJODOE 20 103 L4.29 0. 55 19 102 15,32 0.66 18 101 1?.04 0.56 NO | 2016HYt 8Nt ITfON4HAL.HVD 06-12-2001 PAGE 2 PRESSURES 7.93 7 ,79 9.34 9.13 1 1. 34 11. 04 13.07 12.59 L6.23 15.70 9,17 9. 35,,t,3? 13. 12 16.33 29_30 45.60 54.50 75.04 79,83 83.74 88 .56 94.92 94,92 1o5.62 L07.99 L1.2.53 7 ,93 9,17 9.35 1"7 ,37 13 .12 15. 33 29.30 46. 60 64 ,50 75.04 79 .8383.7t o0.56 94.92 94,92 1,06,62 107. 99 25 2L 20 L9 1.8t6 L4 13 72 11 10 9 4 3 2 t- 0 12.00 L0.5812.00 5.4224.99 16.OO 39 . 28 1.6. O054.60 16.007L-54 27.Oe7t.64 52.L27L.64 50.92 7r.. 54 22 .757L.64 1.1.007L"64 9.0077.64 11.007L.64 110. oo71.54 1 .0077.64 2?,o07L.54 4. oo7I.64 r00.00 o.8tt DR 0,8r1 DR o.811 DR o.8Lt DR o.811 rM7r.055 FM71.O55 FM61.291 FM61.291 FM61.291 E'Ms 1.291, FM41.291 Ftt3 1.291. F!,t34.260 I1M24.260 Ftf24.260 FMz4,260 EM4,250 FR4.026 FR4.026 F.n. 4 .280 rrN PSI,/FI S-IOSS 0.117 -0.29 0.136 -O.29 0.162 -O.29 0.L84 -0.29 o.224 -O.29 o.aI7 0.o0 o. 033 0.00o,L?6 0.00 0. t 09 0.000.201 0.006-7j72 0-Oo0,3J2 0.00 0. 332 0. 00o.332 0.000.002 4.77 o. o02 3,900.002 4.77o.oo2 6.o70.002 0.000.000 11.700.o02 1.300.001 4.33 3.0 3.0 3.O 3,O o.o 0.0o.o 0.o 0.0t2.o o,0 3.O 9,00.0 0.0 20.0 60. oo.o 0.0 30-0 e8. 0 I o I ly#t*t$#olHllgo" sERrAr, No:20r6'yrLroN{uNr.rryD 06-12-2001 PA6E t I sLoI{ TEStr REsuLrs I Water SupplySTATIC 14s.00 Psr I RESIDUAL 140.00 psr g ?qgJ.oo Gprf t crry pREssuRE AvArrrtBr,D AT Ls7.2 cpr 144.97 psr I sUMllARy OF SpRtlf(LER oUTFr,oWsIr ACTUAL MTNfMUMSPR FI,oW FrJOW X'FACTOR PRESSI,REII 108 19. i? 15.00 {.3O Ls,77r 1o9 16.00 iE;oo c.ao L7.r211 0 20.05 15, 0o il .30 2t.75 I T-'J4!-!AI!B-RE0'rRED FoR svsr'u sz.rs cpJ'ouTsrDE HOSE STREAITS AT O roo.oo cFuI $f;[33#*SofiFf;Hil*t$'il' iili]i $I UAXTMT'U PRESSURE UHBAIANCE rN IOOPS O.IO PSI t r.lAxrr{H vEljocrry rN prpEs 23. 06 Fps I T I I I I I t I I I I I I t t I I I I I I I I I I I I 18 .00 37 ,L2 22 ILO25 22zt 2520 2Lt9 2018 1915 1S14 16L3 7412 1311 t210 L19Lo4934231.201 20.05 12. 1620.o5 r0,58 57 ,19 5.4257.18 16. 005?.18 16. 00 57 ,l8 16. 0057.L8 27.O857,18 52,1257.18 50.9257.18 22,7357.L8 t1.o0 57. 18 9.0057- 18 lX. OO 57 . 1S 110. o057.18 1.0057.18 27.0O57.18 4.0057.r8 100.00 2.O 0.811 BN1 0.303 0.oo 26.04 2].,750,0 0,811 FM7 0.303 o.o0 29.25 26,040.0 r..o55 AM7 0,585 0-OO 32.42 29.250.0 1 . o55 FM5 0.585 o. OO 4L.78 32.420.0 L.291. FM6 A.2I9 o.OO 45.28 41.?8g.o 1".291 FM6 0.219 0.00 48.78 45.2812.0 1.291 FM5 0.219 o.oo 57.33 48.18o.o I.291 Flt4 0.219 0.oo 68.73 57.333,0 1,291 FtiI3 0.2L9 0,O0 80.53 68.?39,O 1.291 Ftt3 0.zl9 0.00 8?.ao so.53o.o 4.260 FNtz o.oot 4.71 92.26 87.480.0 i[,260 F!,t2 0.001 3.90 96,L7 92.2620-O 4,260 FM2 O-Gq]- 4-.17 L00.9? 96.1?80.0 4,250 Ft{ 0.0d1 5.o7 1o7.23 100.9?o. 0 4 .260 FR 0. 001 0. 00 t a7 .23 107 .23 ^g,q 4.026 FR 0.o00 1t.70 118.93 LO7.2330.0 4.02d FR 0.001 r.s6 iio.iz iia,ii88.0 4,280 uN 0.001 4.33 L24.73 L20.27 06-12-2001 PAGE 2 FROM ro Fr€}{ LENGTH FrrrrNc DrAI.t TypE per/Ft g-rross pREssuREs o SERIAL 108 109 25 108 I AUXTLIARy SUBUITTAL I LrON SQUAIE IloDcE 9.50 7.00 NO:2015HYt FN: IJfON{UNI.HyD 0.0 0.811 BNz 0.248 3 . 0 0,811 Bt{l 0.947 0.00 19.88 L7 .520.00 29.35 19.88 o SERTAI., FIOI{ TEST RESULfS Water SupplySTATIC 145.00 PSIRESTDUAIJ I4O.OO PSr E 24g3.OO GPM CITY PRESSURE AVAIIABTE AT 1.7{.6 GPM 144.96 PSr 6U!TI.IA3Y OF SPRTNKIJER OUTTLOWS ACTUAI/ MTNTMUM:ll I19I l3l.q K-FAeroR PRESSURE 350 20.33 12.0035] 16. 26 12. oo352 13. 68 12. OO353 12. 38 12. OO364 12.OO 12-OO TqIAL ryATER REQUTRED FOR SYSTEMOUTSIDE TTOSE STREAI,IT' AT OTOTAL IIATER REQUTREI{ENT PRESSURE REQUIRED AT O l41ltqryu PRESSURE UNBATANCE rN r,oops MLXTI.IIJM VEIOETTY IN PrPES 22.35 14,30 LO.LZ 8.28?-79 t 74.64 GPM100.00 oPlt174.6i1 cPtI125.54 PgI o.Lo PsTr.9.93 FPS AUXILIARY SUEMITIALLION SQUARE IODOE NO:20t6HyLFNI LIONSEAL.HyD 06-12-2001 PAGE L I I 4.304.30 4.30 4. 30 4 - 30 t I I I I t \l F t I I I I I I I I I I I I I I I I T T o ERIAT FROM TO FLOW LENGITH FITTING DTAfi TYPE 306 354 12.00 0.66 3.0 0.811 DR 305 353 12.38 0. 66 3.O 3.O 3.O 3.O 30{ 352 13. 68 0. 66 303 351 L6.26 0,66 302 350 20. 33 0. 65 AUXIIJART SUBMITTAL SIJIoN fIQUARE I.',ODCE NO:2016Hy1FN: tIoNBIiAL.ttyD 05-12-2001 PAGE 2 PRESSURES 7 .93 7.79 E,44 s.28 10. 38 10. 1,2 t4.76 14.30 23.20 22.35 8.45 10,38 L4 ,78 23.29 ?4.72 72.72 84.09 88.00 92,.79 96.70 101.52 107.89 107. 09 11,9 ,59 L20.96t25.52 7.93 8.45 10. 30 14.78 23.29 34.72 72.?2 84.09 88.0092.79 96.? O 101.52 L07.89 r.07.89 119. 59I20.96 PSr/Ft S-IOSS o,LI7 -O,29 o.124 -O.29 0.149 -0,29 o.206 -o,29 0.311 -0.29 305 305 304 305303 30{ 302 303 301 302300 3d1 13 30012 131.1 t210 119 t049342tI201 0.033 0.000.12t 0.00 o ,275 0. 00o.432 0.000.358 0,00o. 388 0. 00o,359 0.00o.002 3.90o.002 4.770.002 3.90o.002 4.77o.o02 6.07 o. oo2 o. o00.000 11.700.o02 1.30 o. ool 4.33 12.00 16.oo 0.o24.38 1.5.OO o.o38.05 16.oo o.o54.3t 16.O0 o.o74.64 25.92 6.O74.64 103. 08 3 - O 7 4.64 22.75 9.074.64 9.O0 0.074,64 11.00 o.o74.64 9.00 0.074,64 11.00 20.0?4,54 1L0,00 80.074,64 1. OO o. o74.64 27.OO o.o74.64 {. oo 30. o74.64 100. oo s8. o o,8lt DR 0.8t 1 DR 0.811 DR 0,811 DR 1.0s5 FlfsI.055 FtIs1.055 FH5 L. O55 Ft{s1.291 FM41-291 FH4L.29l F't{34-260 FlUz4.260 Ft124.260 F$2 4. 2 60 FIit24,260 Flr.[.260 FR4.026 FR .1 .026 FR4.280 uN o ?;rT:'{*^" Design Review Board ACTION FORM Departnent of Community Dwelopment 75 South Frontage Road, Vail, Colorado 81657 teli 970.479.2L39 f ax; 97 0.479.2452 web: www,ci,vail.co,us Project Namer MEZZALUNA SIGN DRB Number: DRB040569 Proiect Description: E)ffERIOR SIGN OVER WALI(WAY, MEZZALUNA RESTAUMNT Participants: OWNER UON SQUARE CONDO ASSOC INc 10/2612004 Phone: 660 W LIONS HEAD PL VAIL co 816s7 License: APPLICANT SIGN DESIGN 1012612004. Phone:970-949-4565 PO BOX 2994 AVON co 81620 License: ProjectAddress: 660 UONSHEAD PLVAIL Locauon: MEZZALUNA RESTAUMNT Legal DescripUon: Lot: 1 Block Subdivision: UON SQUARE CONDO ParcelNumber: 210107203050 Comments: seeconditions = BOARD/STAFF ACTION Motion By: Action: SrAFFAPR Second By:Vote: DateofApprovalt LLltLlzOO4 Conditions: Cond:8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Condl 202 Approval of this project shall lapse and become void one (1) year following the date of flnal approval, unless a building perrnit is issued and construction is commenced and is diligently pursued toward completion, Entry: lllIIl2004 By: MRG Action: AP That the new sign will only have the restaurant name on it and will be a total of six square feet at the time of its installation. cannot be accepted until all required information is received by the Community Development Deparlmert. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval, Descriplion of the Request: Location of the Proposal:suuoivision: {-nb a.\,rtlr< GJ d Physical Address: (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: Name(s) of Owner(s): Mailing Address: ,l Parcel No.: .Typ, of Review and Fee: /lK srgns-fl Conceptual Review E New ConstructionD Addition E Minor Alteration (multi-family/commercial) tr Minor Alteration (single-family/duplex) tr Changes to Approved Plans Plus $1.00 per square foot of total sign area. retaining walls, etc. vru/4 5 lhtv $s0 No Fee $5so $300 $2s0 For construction of a new building or demo/rebuild. For an addition where square footage is added to any residential or commercial building (indudes 250 addiuons & interior conversions). For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fenc€s ancl $20 For minor changes to buildings and site improvements, such as' reroofing, painting, window additions, landscaping, fences and retaining walls, etc, $20 For rs/isions to plans already approved by Planning Staff or the Design Review Board. [*tu Separation Request NoFee FEfiD ocr , *.-__, vl . rU Parcel No.: a Application for Design Rerriew Department of Community Development 75 South Fronbge Road, vail, Colorado 81657 tel: 970.479.2139 fay; 970.479.2452 web: www.ci.vail.co.us General Information: \ All projects requiring design review must receive approval prior to submitiing a building permit application' Please refer to the submittit requiremens for the partifllar apprwal that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. Location of the Proposal: Physical Address: (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: Name(s) of Owner(s): Mailing Address: Name of Applicant: Mailing Address:(o*o E-mail Address: .Typ,g: of Reviewand Fee:r-,{-.fK 5rgns - E Conceptual Review E New'Construdiontr Mdition E Minor Alteration ( multi-family/commercial) tr Minor Alteration' (single-family/duplex) tr Changes to Approved Plans tr Separation Request Si L-nk e.-r Phonel 'Cort1. Plus $1.00 per square foot of tobl sign area. Qqq - Ylrb4 5 $s0 No Fee lhry $650 For construction of a new building or demo/rebuild. $300 For an addition where square foobge is- added to any residenual or commercial buitding (indudes 250 additions & interior conversions). ' $25oForminorchangestobui|dingsandsiteimprovement5,suctas, reroofing, painting, window additions, landscaping, fences and' retaining walls, etc $20 For minor changes to buildings and site improvements, such as,' ' reroofing, painting, window addiuons, landscaping, fences and retaining walls, etc For rwisions to plans already approved by Ptanning Staff or the Design Review Board. $20 No Fee For Office Use Only: Date: Planner:Project No.: JOINT PROPERTY OWNER WRITTEN APPROVAL LETTER I, (print name description) provide this letter as written approval of the plans aarca LOIK which have t been submitted to the Town of Vail Community Development Department for the proposed improvements to be completed at the address noted above. I understand that the proposed improvements include: I further understand that minor modifications may be made to the plans over the course of the review process to ensure compliance with the Town's applicable codes and regulations. (Signature) a Joint owner of property located at (address/legal Pase 2 of 4101110102 6CONFERENCECENTER Ocder?S,200a Tor'rmofVail Dcsisn Reviery Board SE: Msrlusr Rff&rurrnr $ignrgc Dear llesipRni*'Botrq Plcasc krt ir be lcnoua thu rhe Lior squarel-odgettffi Arsocif,iqs harre rpprovc4 tbe sign rubmined by Memaluna ild Srgn on Dcsign Pleasc conrot me should-you brve any quenions orneed additirmal assiqance. Sinccrdv. ffikfu*z,t-* General Manrger, Lio,u Squrrc l.odge ii-\ flAAAtrlO Itt\Jlilf *50il(0rNr\/\ oott W I ronficsl ftr(c - rd. LolorJ'to EloS? 50Gtllt7{8 - 970-r?c!28r . ffisr.erdc tTlFr?r-h?r . l|tr.hun4tArc.(rm llov Og O.l O1:16p l.ljflaeI llez.rd Rs3ooiatts g?O949'f838 tru p.2 *-w sf 0o?tvffid' wvua\rw aaHLTa Scr.-r !-r..nLo '. dr/0'{ 6 zo € o o, o+ N ttlo! 3 o,!, o t o No1o Dot, oo o(f o rt \ (o\to (D. @+o ! + +reclfy Inches ;l:___ 36- taaxrmum(Unl.rs 8cE Canopy ir Spcciticd Thln aO. aximr.rm) iiilif g iiit't,i.fi::..xg #.,t;i,o:,thc Brturc, (Box by Othcru).EXAMPLE: sN *-rHw_- 30" - A .- P(I/6 Cqtt ltqmlnum Canopy a t/e" l' Di.. lracldnsdAluminum st.m E 7/A --JL€chln.d Alumirum Titc Star,,AIIorr v€rucal and Sorlsontat Adjulknent 1 1/4" Dia. 3 l /2" 0- Dia. 3 r/a' l'?. ti5f ii",:/,t; Br aock or ide uountir! Scrclro [1 ti!;flri.,l/,"1 Brrck orid6 l|ounting Scrae!CAFT CaNoPv IETATL REMOTE "RANSFORMER S Sp€clfy tncber 38'' Mrxllrlum Porer t;sppy 6p1ior.rith ?51 ElcctrdnrcT.!na,ormaf Poqr stalnl.ar Stral i.itT#,",m!,il5if:#;"" Crt*.l"d fo. trt Loc.tbn,lounung 7tf Elcctronic Tt.rrtorrDtr l; y';":::.*'l'".T"Tt,jrof.til,,l,{:;01..;.';r*;,T;.',. POIyER CJNOPY 'Pc?s lPTtoN" DETAr! -io I fjllro(stanoarall3 - R-ectilinear Projcction From Walt: fii,i/L 1'"1,{:*x'* CcDdsil or Rotn.r€oanoclcru - -* Style: A - 90' Radlus .> PCTa - BC6 irll"["f "fi itlt il"'ll-lt# $sn: ro rrne r ,uiil w' +'":n n r i;l.ll$.fi l',lj-,,, CDr (E lor uL utth Ramot. ?rloatorm?rt. B:-:hg?l: rRSS scries, _rn s.ii.i. ' ,=t -_ttP.,. l,ore! PtF! ll or pot'ire{rspt r'r ecccatOrt SOCtion. su"r"", -J I IIli-rro., J I i#r#* -"i" ffiliffiii ;s rai:: SIGN STAR STYLE 'A' B,KLIGHTINCJNC suB-1147-ot ;clf\i!',1 rlr ,lr\j!ul ,,;w 5 r. . i,)vAL UAr tr. STAFF; I03" ATTACHED WITH I-GUIDEwlRE PER l' X 6':6 SO FT, r f;tv* .1r ,tll iiL .lf n'dcffi,tu 'T0v-g0M"DEV- **{tlt'N.*+*,1****,$,lr*'1.*********f**t***{.*'t**t {.{.*,** t**'i** + +:t*'t* * 't 't *'t* t' {.* * '} * rt{r*** * {r * *i! * ** *:** *'t** * * + ** TOWNOFVAIL, COLORADO StateNnent **+:t,1.'1. *{.'t1.**x.'r*,}*{r***++*{r* *** *r***!tr.*'t*******ltf+*rt****'*!t:t*tr*d.d!**{.*'}'r** *****{r't**+++** t+f****** Statement Nunber: R040005986 Amount: 921.00 LO/26/2OO4O2:46 pttl Palment Method: Check Init: iIS Notation: #712ISIGN ON DESIGN Permj.t No: DRB040569 Type: DRB - Sign Application Parcel lilo: 2101072 03 050 Site AddreeE: 650 I,TONSHTAD PI, \,AIIJ I,ocaLion: MEZZAJ,ITNA RESTAI,RAIIT TotaL Fees: 571.00 This Palment: $71.00 Total AIrIr pmts: $71.00 Balance: $0.00:***d.'t***{.**+***rt *'1.!t 't,}***'t**{''t+++*+'t**,t*{.rt***tr{.'tt'ir}**dr'}'tif *{t:ti*+++a++t+!rt***{r,t,t**!r**.,r*i.:trr!i!rr!r*'r ACCOUNT ITEM LIST: Account Code Description Current Pmts DR OO1OOOO31122OO DES]GN REVIEIIJ FEES sP 00100003124000 stcN FEES 50.00 21.00 I' TOWN OF VAIL 75 S.FRONTAGEROAD VAIL, CO 8I657 970-479-2138 Electrical--> DRB Fee-> lnvestigation--> Will Call-----> TOTAI FEES--> Va,,ilV;llattcfft'nq t DE*ARTMENT oF coMMrrNrry DEVEL'' #"K 5Tfu" li K' ($NED)\-l NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: 803-0252 Go3 -O sL(K Job Address: 660 LIONSIIEAD PL VAIL Status . . . : ISSUED Location.....: 660 LIONSHEAD PLACE Applied . . : ll/1912003 ParcelNo...: 210107201006 Issued. . : 1l/19/2003 projectNo : J'!,so3o q yq Expires . .: 05/17/2004 owNER MITNTCK, HAIJ !L/L9/20O3 phone: 60 E EI{D AVE NEW YORK NY 10028 I_,icense; coNTRAcTOR SHEARoN EIJECTRTC Lt/!9/2o03 phone: 97O-949-6456 P.O. BOX 43 AVON, CO 81620 License: L21-E APPLICAI\I| SHEARON EL,ECTRIC L1_/19/20O3 phone: 970-949-6456 P.O. BOX 43 AVON, CO 8t520 L,icense:]-zL-E Desciption: elechical for KITCHEN remodel Valuation: $2.000.00 ***t***+:l**,r**t,l***a'l*l'l*t'!*'ta*t,t* $s0.00 $0. oo $o. oo s3.00 953.00 $s3.00 $0. 00 $53.00 $s3 .00 $0.00 Total Calculaled Fees-> Additional Fees--> Total Permit F€€---> Pa]'ments------> BALANCE DUE.----> Approvals:Item: 05000 EITECTRICAI-, DEPARTMEMI Lt/tg/2Oo3 JRrt Action: AP Item: 05500 FIRE DEPARTMENI CONDITIONS OF APPROVAL Condr 12 (BI,DG.): FIEI-,D INSPECTIONS ARE REOUIRED TO CHECK FOR CODE COMPIJIANCE' * **,**:**'t *.* t *+,trir:it | +l+ t+*+ +t1'ttt l++++++'t+'l * a'l att l||***l|l *'llt *'l+ **,t*:i* + DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan" and state that all the information as requircd is conect. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQTJBSTSFORINSPECTIONSHALLBEMADETWENTY-FOURHOIJR89LJE\I{WEBYTELEPI{O}8.$T{Y|lf/bB,fiOVEffiICSFROMJ:OOJ{h'I..4PIIi!,' 'l,llzufUHq^-}vr4r^)A C-/. Et-- t\JjE--- SIGNATI.JRE OF OWNER OR CONTRACTOR.AI{D OSIT{ET APPLICATION WILI NOT BE ACCEPTED IF II{COMPLETE OR UNSIGNED / II.- ' ^";;;i;';i'w(K70t - ovlq@(eol- ol(t Buitding Permit #= BO. Electrical Permit #: 97 O-47 9 -2149 (Inspections) TVWNOFYIN 75 S. Frontage Rd. Vail, Colorado 81657 2/ol o7e o7l oob COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials) €z&t7?/L Town of Vail Reg. No.:Contact and Phone #' ;?yz^drsz E-Mail Address: AMOUNT OF SQ FT IN STRUCTURE:ELECTRICAL VALUATION: $ Zacllol Contad Assessorc Office at 970-328-8640 or uisit for Parcel # Parcel# ,l6t O I t// f :,,^L.,. - robName: klt A." P**oLL rob Address: 6h f,;,"/,J Detailed description "ti?ifu Ktd_l,.r.,_ NG#\E 4 WorkCfass; New() Addition() Remodel Orf eepar() TempPower() Other() Does an EHU exist at this location: Yes ( ) No ( )Work Type: Interior ( rzf Exterior ( . ) Both ( ) Type of Bldg.: Single-family ( ) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building: Is this oermit for a hot tub: Yes ( ) No Does a Fire Sprinkler System Exist: Yes ( ) No (14Does a Fire Alarm Exist: Yes (() No ( ) ******* ***'r****************************FOR OFFICE USE ONLY*::t****r.**,t****r.********** ****t ****'t ilEcDNovL92003 \WAihdATA\CdCV\FORMS\PERMITS\ELECPERM.DOC o7 D6nN2 t"s*tgIffiH: jsfl*r, J4u.ry rs, zrxlil Slhftfihrcr: 6e0 UOi{SI{CAD PL VI[. 6GI} UONISHEAD PI.ACE ArPrD Inlbfinatlon Acdrdtu CondTnrS: olflner ADpllctntCm tur: DGcfflbn: €lrhn FSIEDhryArr: JRll Reouc$ed lneoccton{sl lbm: fl! A-DG+lnJ R{u€ctor: s&J }n^rc coNsTRt cTto}.t htc/$t,3 rn rl3: ky.tltorldd(,111-112Conimrrtc: k3y.tltorldd( t 11|-trclon d To: cDAvlsAsclgn d.To: cDA\ns Ttn E!e: lnsoecdon Hlstan tzo FTRE DEPT. }{OTF|CANCxI| tO BLDCFoolhedSh.l 20 BLDOFonn&llorr'$ael 30 BLDGFilTho50 BLDG[ndrEn 60 BlDoShrdoctl{rfl IlpForC"1zJfiIfili3 [nrdoc ^nfimJt!: APPRO{/EDSI l't -' Adon;srcETFoct(F sTErf.rctCofiilna{U!:bn: 70 BLDGI&G.isn: gl BLDeHmlndr: 21 Pt !$llcFomdrtonPbnlbnr: ?2 Pl-Al$ltcsli.Phn R.qrE brlTln.i 0t:00Af,- Fl|orr &1&n Etfd* LCAIFBELL K ilr, U)ttu ^/Ltu lsn: kfir: lbm: Sonr:hn: hor: &:f -W \ REPTl31 Rutn Id! 1523 TOI,t/N# Design Review Board ACTION FORM Departnent of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2L39 fax: 97 0.47 9.2452 rveb : www.ci.vail.co. us Project ilame: Lions Square Lodge Roof DRB Numben DR8030143 Project Description: Re-roof same for same Participants: OWNER UON SQUARE CONDO ASSOC INC 05/05/2003 Phone: 660 W UONS HEAD PL VAIL CO 81657 License: APPLICANT Tim Morris 05/05/2003 Phone: 970-262-1700 x3 Tumer Morris, Inc, 5054 Marshall St. Arvada, CO 80002 License: Prciect Addrcss: 660 UONSHEAD PL VAIL Location: Lions Square Lodge roof Legal Descrlption: Lot: 1 Block Subdivision: UON SQUARE CONDO Parcel l{umber: 210107201032 Comments: BOARD/STAFF ACTION Motion By: Action: SIAFFAPR Second By:Vote: DateofApproval:05/06/2003 Conditions: Cond: 8 (P|-AN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate rE iew commiEee(s). Cond:0 (P|-AN): DRB approval does not constitute a permit for building. Please consult with Toryn of Vail Building personnel prior to construction activities, Planner: Judy Rodriguez DRB Fee Paid: $O.OO o TOI4'Nffi Application for Design Review Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 97 0.4n.2139 faxi 970.479,2452 web: www.ci.vail,co,us General Information: All projects requiring design review must re@ive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested, An application for Design Review cannot be accepted until all required information is received by the Community Development Deparfnent. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission, Design review approval lapses unless a building permit is issued and construction commences wathin one year of the approval. DescriptionoftheRequestz l'.?,ca Ac {,,.. 9 .,-.^rc l=rn'- rar,r, O \ Location of the Proposal: Lot:_Block: Physical Addressl lo ,w'>@ Zoning: vE( \a-) \'t 1- Name(s) of Owner(s): Mailing Address: A1 Owner(s) Si Name of Applica Mailing Address: t1',c LZ I \ 2:t * 44 E-mail Address', T:!4LNi{ptcafr I r} fax: }gll3l_J}u ,, Type of Review ana reel ' 'p t) s?Rt '^'t(t ' ';''t l/\.,c <-<, 7 tr Signs D Conceptual Review tr New Constructiontr Addition $s0 No Fee $6s0 $300 +z)u $20 Plus $1,00 per square foot of total sign area. For construction of a new building or demo/rebuild. For an addition where square footage is added to any residential or commercial building (includes 250 additions & interior conversions). For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. For minor changes to buildings and site improvements, such as, reroofing, painting. window additions, landscaping, fences and ff) Minor Alteration L=/ (muRr-family/commercial) Minor Alteration (si ngle-family/du plex) Changes to Approved Plans Separation Request tr D retaining walls, etc.$20 For revisions to plans Design Review Board. No Fee already approved by Planning Staff or the For Office Fee Paid: Appiication Planner: UEIVI ils 201 o t Le.t 2- hJ 4 7?6f Z.a 7* Z.Z_ f 3at - tt.-,/ 4t" t( ( 6 ft *p.6 ,4-3 sJ a_ ,/A // 24 )r,',/ .- uojt# zt4/ o 7Z al dr// Zte,( d?Z ol dZ6 : I "-q o I0ilfr,m C o /V O u r'4, lvt q /4,/tSSr' C t A'Tlct^J ffi WRITTEN APPROVAL LETTER I, (print nane) L l0^ J'fl G^H L0/2 2-,ajointownerof property located at(address/legal - description) provide this letter as written approval of the plans dated 9^/7-dj which have been submitted to the Town of Vail Community Development Department for the proposed improvements to be completed at the address noted above. I understand that the proposed improvements include: Rt *n",n-/ af ,.^, "n oC,,- "(u.1.1 - J n.-u .^ ,4r.....: ^ o.., 2 c-velT4ar,"^^ c/<c6.2 f- t tuc./c/<As7 t--o/,oqe-.--'Zzo-< a .-, F+ -s 7- Ja -f I fufther understand that minor modifications may be made to the plans over the course of the review process to ensure compliance with the Town's applicable codes and regulations. 9 '- /7 -a2 (Date) Page 2 of I2l02l07l0Z Buildino Materials PROPOSED MATERIAIS Tvpe of Mdterial GAAVz L sAAa As :t/tT)Nc- Color 6a zYRoof - Siding Other Wall Materials Fascia Soffits Windows Window Trim Doors Door Trim Hand or Deck Rails Flues Flashing Chimneys Trash Enclosures Greenhouses Retaining Walls Exterior Lighting Other l5'x ts t ryt/ ^,e -S-/&(_ a I o0-rl< €ro-e-L Z /a'tq € '*.1 + t/r/.to).t"k' Notes: Please specifu the manufacturer's name, the color name and number and attach a color chip' Page 6 ot L2lo2lo7l02 I'',1./ I I t /,,-z'uV[ 2rv./l lea-ht-n /1-s44 o TOI4A'M N/+ MINOR EXTERIOR ALTEMTIONS TO BUILDINGS AND SITE IMPROVEMENTS SUBMITTAL REQUIREMENTS General Information: This application is required for proposals involving minor exterior alterations and/or site improvements. Proposals to add landscaping do not require DRB approval unless they involve the addltion of patios, water features, grading, or the addition of retaining walls. I. SUBMITTAL REOUIREMENTS D Stamped topographic suryey*, if applicabletr Site and Grading Plan, if applicable* o _ Landscape Plan, if applicable* ,[ enotos or drawings which clealy convey existing conditions*' a Photos or drawings which clearly convey the proposed building or site alteration(s)*o Exterior color and material samples and specifications.o Lighting Plan* and Cut-sheet(s) for proposed fixtures, if applicable fi Written approval from a condominium association or joint owner, if applicable'o 1$e Administrator and/or DRB may require the submission of additional plans, drawings, specifications, samples and other materials (including a model) if deemed necessary to determine whether a pQect will comply with Design Guidelines or if the intent of the proposal is not clearly indicated. Please submit three (3) copies of the materials noted with an asterisk (*). Topographic suruey:o Wet stamp and signature of a licensed surveyorD Date of surveyo Nofth arrow and graphic bar scaleo Scale of 1"=10'or 1"=20)o Legal description and physical addressD Lot size and buildable area (buildable area excludes red hazard avalanche, slopes greater than 40olo, and floodplain)a Ties to existing benchmark, either USGS landmark or sewer inveft. This information must be clearly stated on the surveytr Property boundaries to the nearest hundredth (.01) of a foot accuracy. Distances and bearings and a basis of bearing must be shown. Show existing pins or monuments found and their relationship to the established corner.u Show right of way and propefi lines; including bearings, distances and curve information.o Indicate all easements identified on the subdivision plat and recorded against the property as indicated in the title report. List any easement restrictions.o Spot Elevations at the edge of asphalt, along the street frontage of the property at twenty- five foot intervals (25'), and a minimum of one spot elevations on either side of the lot.o Topographic conditions at two foot contour intervalso Existing trees or groups of trees having trunks with diameters of 4" or more, as measured from a point one foot above grade.s Rock outcroppings and other significant natural features (large boulders, intermittent streams, etc.).o All existing improvements (including foundation walls, roof overhangs, building overhangs, etc.).a Environmental Hazards (ie. rockfall, debris flow, avalanche, wetlands, floodplain, soils) Page 3 of t210}0il02 ) Watercourse if applicable (show centerline and edge of stream or creek in additiono 0 o D to the requ stream or creak setback) Show all meter locations, including any pedestals on site or in the right-of-way site. Exact location of exisUng utility sources and proposed service lines from the structure. Utilities to include:TV Sewer lines easements grades and walls. ed layout of buildings and other structures including decks, patios, fencs the foundation with a dashed line and the roof edge with a solid line.r All proposed ridge lines with proposed ridge elevations, Indicate existing and proposed grades underneath all roof lines. This will be used to calculate building height.o Proposed including percent slope and spot elevations at the property line, gamge slab and as along the centerline of the driveway to accurately reflect grade. tr A 4'wide concrete pan at the edge of asphalt for driveways that exit the street in an uphill diredtion.o Locations of dll utilities including existing sources and proposed service lines from sources to the structuresl.o Proposed surfpce drainage on and off-site,o Location of lahdscaped areas.D Location of liriits of disturbance fencingo Location of all required parking spacesB Snow storage areas,o Proposed du4pster location and detail of dumpster enclosure.o Retaining walls with proposed elevations at top and bottom of walls. A detailed cross-section and elevatio4 drawings shall be provided on the plan or separate sheet. Stamped engineering dfawings are required for walls between 4'and 6'feet in height.tr Delineate areas to be phased and appropriate timing, if applicable Landscape Planp o Scale of 1" = 20'or largero Landscape pl4n must be drawn at the same scale as the site plan.o Location of eXisting trees, 4" diameter or larger. Indicate trees to remain, to be relocated (including neJw location), and to be removed. Large stands of trees may be shown (as bubble) if thelstrand is not being affected by the proposed improvements and grading.D Indicate all e{isting ground cover and shrubs.tr Detailed legeird, listing the type and size (caliper for deciduous trees, height for conifers, gallon size fof shrubs and height for foundation shrubs) of all the existing and proposed plant material incluping ground cover,o Delineate critical root zones for existing trees in dose proximity to site grading and construction, l o Indicate the lpcation of all proposed plantings.o The location pnd type of existing and proposed watering systems to be employed in caring for plant matdrial following its installation. Water Gas Electic Size and type drainage culverts, swales, etc. Adjacent labeled and edge of asphalt for both sides of the roadway shown for a minimum of in either direction from property. Site and Plan: or largerD Scale of 1"= adjacent to their source o Property anda Existing ando Existing andtr Existing and u s \. + Page 4 of I2l02lO7lO2 o IOI4{Vffi Design Review Board ACTION FORM Deparbnent of Oommunity Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 fax; 97O.479.2452 web: www.ci.vail.co.us Project Name: Deck & ductwork modifications DRB Number: DR8020386 Project Description: Repair deck & ductwork Participantsr OWNER UON SQUARE LODGE &CONF CEN10/25i2002 Phonel 660 W LIONSHEAD PL VAIL CO 81657 License: APPUCANT R,A. NELSON & ASSOCIATES, lNl0lZSlzWZ Phone: 970-949-5152 P, O, DMWER 54OO AVON, CO 81620 License: CONTRACfOR R.A. NELSON & ASSOCIATES, IN 10/2512002 Phone: P, O. DMWER 54OO AVON, CO 81620 License: 170-A PrcjectAddress: 660 LIONSHEAD PLVAIL Location: 650 W UOSNHEAD PI-ACE DINING ROOM Legal Description: [ot: 1 Block: Subdivision: UON SQUARE CONDO Parcef Numberz 2L0107203M9 Comments: See conditions.,. BOARD/STAFF ACTION Motion By: Bill Pierce Action: APPROVED Second By: Margaret Rogers Vote: 4-0 Date of Approvalt LU06|20OZ Conditions: Cond:8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Entry; nlLLl2002 By: MG Action: COND All beams for deck must sguare off and soffit materials to match existing. Cond:0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. TOI4A'ffi Zoning: nlO.C Er&uor /pndetsor^fH"r -zevtg Application for Design Review Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 faxi 970.479.2452 web; www.ci.vail.co.us Generar rnr*,n"uonD Ah^.- Ar'*nF +,r Ferrn rl lt 8oz -ozbl All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for Sre pafticular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval, Description of the Requestl Location of the Proposal: Loh_Block:_ Subdivisionl LIoNS \6"vhy€ physicarAddressr bbl wl VontluaA fla,"- , (fttV Parcef No.: 7, I L\ \ TL 63 D vll (Contact Eagte co. Assessor at 970-328-8640 for parcet no.) Name(s)of owner(s): Utcvr-: \vrr. Ladtr- . Mailing Address:bvo wl l4onsl^r,.d. n vArL StbtT .{77-lu Name of Applicant: Mailing Address: ff,tvt Ann'S*n/, owner(s) Si gnature(s) : BrLL ouj larr s?s ?ter.- F"vr,{ rri s 11t1s'.4,amial#{r^f ^pP. Lia^JS %.vyna-r_O'Ot;-f 1?-.. E-mail Address: Type of Review and Fee: tr Signs E Conceptual Review U New Constructiontr Addition tr Minor Alteration (multi-family/commercial) n Minor Alteration (single-family/duplex) ffn-nanges to Approveo Prans tr Separation Request $s0 No Fee $5s0 $300 $2s0 Plus $1.00 per square foot of total sign area.(-,,.ta For construction of a new building or demo/rebuild. For an addition where square footage is added to any residential or commercial building (includes 250 additions & interior conversions). For minor changes to buildings and site improvements, such at rerooflng, painting, window additions, landscaping, fences and retaining walls, ek. For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. For revisions to plans Design Rwiew Board. already approved by Planning Staff or the RECEIVEO ocr 2 $,],,/r.tu @ &r, No Fee Lla'r'l Fee Paid: Check No.:_ By: '3ih ,*ffi I, (print name)a joint owner of property located at (address/legal description) provide this letter as written approval of the plans dated z. t lo 2-.which have been submifted to the Town of Vail Community Development Department for the proposed improvements to be completed at the address noted above. I understand that the proposed improvements include; JOINT PROPERTY OWNER WRITTEN APPROVAL LETTER Sl+Aff f tf?E HfrL{Y?n ?flEVtc,v&LU UZ,STED, cr'fwr ww re sTukab TD MtTJull Et ott , vTvvL4erL I further understand that minor modifications may be made to the plans over the course of the review process to ensure compliance with the Town's applicable codes and regulations. (\ c-.1 , 74 , uot-' (Date) Page 2 of IZ|O2|OT|OZ TOI4'I\,M MINOR EXTERIOR ALTERATIONS TO BUILDINGS AND SITE IMPROVEMENTS SUBMITTAL REQUIREM ENTS General Informationl This application is required for proposals involving minor exterior alterations and/or site improvements. Proposals to add landscaping do not require DRB approval unless they involve the addition of patios, water features, grading, or the addition of retaining walls. I, SUBMITTAL REOUIREMENTS / Stamped topographic surveyx, if applicable Flftjq Site and Grading Plan, if applicabb* Mll'd Landscape Plan, if applicable* [rft! Photos or drawings which cleady convey existing conditions*o Photos or drawings which clearly convey the proposed building or site alteration(s)* A Exterior color and material samples and specifications-MnTL lt ilx, Sf,€t' pf PtrILlltSy' Ugnting Plan* and Cut-sheet(s) for proposed fixtures, if applicable ltlR' o Written approval from a condominium association or joint owner, if applicable The Administrator and/or DRB may require the submission of additional plans, draWings, specifications, samples and other materials (including a model) if deemed necessry to determine whether a project will comply with Design Guidelines or if the intent of the proposal is not clearly indicated. Please submit three (3) copies of the mnerials noted with an asterisk (*). ir in Topographic survey:l" lll o Wet stamp and signature of a licensed surveyoro Date ofsurueya North arrow and graphic bar scaleo Scale of 1"=10'or 1"=20') o Legal description and physical addresso Lot size and buildable area (buildable area excludes red hazard avalanche, slopes greater than 40olo, and floodplain) B nes to existing benchmark, either USGS landmark or sewer invert. This information must be clearly stated on the surveytr Property boundaries to the nearest hundredth (.01) of a foot accuracy, Distances and bearings and a basis of bearing must be shown. Show existing pins or monuments found and their relationship to the established corner.o Show right of way and property lines; including bearings, distances and curve information. a Indicate all easements identified on the subdivision plat and recorded against the property as indicated in the title report. List any easement restrictions. o Spot Elevations at the edge of asphalt, along the str€et frontage of the property at twenty- five foot intervals (25'), and a minimum of one spot elevations on either side of the lot. o Topographic conditions at two foot contour intervals o Existing trees or groups of trees having trunks with diameters of 4" or more, as measured from a point one foot above grade. o Rock outcroppings and other significant natural features (large boulders, intermittent streams, etc.).o All existing improvements (including foundation walls, roof overhangs, building overhangs, etc.).o Environmental Hazards (ie. rocKall, debris flow, avalanche, wetlands, floodplain, soils) Page 3 of L2l02l07l02 o Watercourse setbacks, if applicable (show centerline and edge of stream or creek in addition to the required stream or creak setback) Show all utility meter locations, including any pedeslals on site or in the right-of-way adjacent to the site. Exact location of existing utility sources and proposed service lines from their source to the structure, Utilities to include: Cable W SewerTefephone Water Size and type of drainage culverts, swales, etc. Adjacent roadways labeled and edge of asphalt for both sides of the roadway shown for a minimum of 250' in either direction from property. /,, ia Site and Grading Plan: / v lt I o Scale of L" =20' or largero Property and setback lineso Existing and proposed easementsu Existing and proposed grades u Existing and proposed layout of buildings and other struqtures including decks, patios, fences and walls. Indicate the foundation with a dashed line and the roof edge with a solid line.o All proposed roof ridge lines with proposed ridge elevations. Indicate existing and proposed grades shown underneath all roof lines. This will be used to calculate building height,o Proposed driveways, including percent slope and spot elevations at the propefi line, garage slab and as necessary along the centerline ofthe driveway to accurately reflect grade,o A 4' wide unheated concrete pan at the edge of asphalt for driveways that exit the street in an uohill direction,D Locations of all utilities including existing sources and proposed seruice lines from sources to the structures,o Proposed surface drainage on and off-site.tr Location of landscaped areas,D Location of limits of disturbance fencingD Location of all required parking spaceso Snow storage areas,n Proposed dumpster location and detail of dumpster enclosure.o Retaining walls with proposed elevations at top and bottom of walls. A detailed cross-section and elevation drawings shall be provided on the plan or separate sheet. Stamped engineering drawings are required for walls between 4' and 6'feet in height.o Delineate areas to be phased and appropriate timing, if applicable ' )t rv lA Landscape Plan: ' ! I r Scale of 1" = 20' or largero Landscape plan must be drawn at the same scale as the site plan. u Location of existing trees, 4" diameter or larger. Indicate trees to remain, to be relocated (including new location), and to be removed, Large stands of trees may be shown (as bubble) if the strand is not being affected by the proposed improvements and grading.a Indicate all existing ground cover and shrubs.o Detailed legend, listing the type and size (caliper for deciduous trees, height for conifers, gallon size for shrubs and height for foundation shrubs) of all the existing and proposed plant material including ground cover.o Delineate critical root zones for existing trees in close proximity to site grading and construction.tr Indicate the location of all proposed plantings.q The location and type of existing and proposed watering systems to be employed in caring for plant material following its installation. Gas Electric U o Page 4 of 72112107lO2 o Existing and proposd contour lines. Retaining walls shall be included with the top of wall and the bottom of wall elevations noted. IAJln Lishtins Plan:/ ' I t t o Indicate type, location and number of fixtures, o Include height above grade, lumens output, luminous area tr Attach a cut sheet for each proposed fixture. iJ i^ II. REPAINT PROPOSALS ' lrt' For all proposals to repaint existing buildings, the following supplemental information is required: s Color chip or color sample including the manufacturer name and color number(s) tr Architectural elevation drawings which clearly indicate the location of proposed colors (ie. siding, stucco, window trim, doors, fascia, soffits, etc.) The following is an example: Page 5 of t2l0Zll7l02 Buildino Materials Rmf Siding Other Wall Materials Fascia Soffits Windovvs Windour Trim Doorc Door Trim Hand or Deck Rails Flues Flashing Chimneys Trash Enclosures Greenhouses Retaining Walls E)fterior Lighting Other l{otes: Please specifo the Page 6 of I2lO2lOil02 lJA cFRroce PtrTLil TD PROPOSED MATERIAIS Tvoe of ltlaterial r'(r6T)Nt Color name, the color name and number and attach a color chip. Botanical Name Common Name Odantiw Nln PROPOSED I.ANDSCAPING Size PROPOSED TREES AND SHRUBS E}CSTING TREES TO BE REMOVED Minimum Requirements for GROUND COVER SOD SEED IRRIGATION TYPE OF EROSI Deciduous Trees - 2" Caliper Coniferous Trees - 6' in height Shrubs - 5 Gal. Square Footaqe other landscape features (i.e. retaining walls, fences, swimming pools' etc.) Page 7 of l2l02l17J02 o UTILIW LOCATTON VERTFTCATTON j This form is to verifo service availability and location for new construction and should be used in conjunction with preparing your utility plan and scheduling installations. The location and availability of utilities, whether they are main trunk lines or proposed lines, must be approved and verified by the following utilities for the accompanying site plan. Authorized Siqnature Date' tv i+ QWEST 970,384.0238 (tel) 970.384.0257 (fax) Contact: Jason Sharp EXCEL HIGH PRESSURE GAS 970.262.4077 (tel) Contact: Brian Sulzer HOLY CROSS ELECTRIC ASSOC, 970.949.5892 (tel) 970.949.4566 (fax) Contact: Ted Husky EXCEL ENERGY 970.262.4024 (tel) 970.262.4038 (fax) Contact: Kit Bogart EAGLE RIVER WATER & SANITAT1ON DISTRICTX 970.476.7480 (tel) 970.476.4089 (fax) Contact: Fred Haslee AT&T BROADBAND 970.949.1224 x 112 (tel) 970.949.9138 (fax) Contact: Floyd Salazar *Please provide a site plan, floor plan, and elevations when obtaining approval from the Eagle River Water & Sanitation District. Fire flow needs must be addressed. NOTES: 1, If the utility verification form has signatures from each of the utility companies, and no comments are made directly on the form,i the Town will presume that there are no problems and the development can proceed. .,,,2. If a utility company has coDcerns with the proposed construction, the utilily representative shall note directly on the utility,(/erification form that there is a problem which needs to be resolved. The issue should then be detailed in an attached letter to the Town of Vail. However, please keep in mind that it is the responsibility of the utility company and the applicant to resolve identifiedproblems. ,; 3. These verifications d6 not relieve the contractor of the responsibility to obtain a Public Way Permit from the Department of Public Works at the Town of Vail. Utility locations must be obtained before diggino in any public right-of-way or easement within the Town of Vail. A building oermit is not a Public Wav permit and must be obtained separatelv. Page 8 of 12102/07loz NOTES TO ALL APPUCANTS Pre-aoolication Meetino A pre-application meeting with Town of Vail staff is encouraged. The a pre-application to determine themeeting is to identiff any critical issues perbaining to the applicant's appropriate development review process for an application. In many cases,pre-application meeting and dealt with in the Judy Rodriguez at 970.479.2128 or jrsd_riguCz,@"ELyalLce,.us Time Reouirements The Design Review Board meets on the lst and 3rd of each month. A complete application form and all accompanying material must be accepted by the ity Development Department prior to application deadlines. A schedule of DRB meetings and application deadlines may be found on the World Wide Web at For a new residential development, the application deadline is hearing. 3.5 weeks prior to a Design Review Board Review Criteria The proposal will be reviewed for compliance the Design Guidelines as set forth in Title 12, (Zoning Regulations) and Title 14 (Developrnent ) of the Town of Vail Municipal Code. If a property is located in or adjacent floodplain, wetland, poor soils, etc.), mapped hazard area (i.e. snow avalanche, rockfall, debris flow, Community Development Department may require a site-specific geological investigation. If a geological investigation determines that the subject property is 'area, the property owner(s) must sign an affidavit recognizing the {ot and helps to expedite the development review process as critical issues are preliminary stages. A pre-application meeting may be scheduled by located in a geologically hazard report prior to the with Community Development the property to all mapped For all surveys, site shown. Plan sheet size Scale. The Graphic bar North of a building permit. Applicants are strongly encouraged to consult prior to submitting a DRB application to determine the relationship of landscape plans and other site improvement plans, all of the following must be be 24"x 36". For large projects, larger plan size may be allowed. scale is 1"=20'. All plans must be at the same scale. Title project name, project address and legal description. Ind of plan preparer, address and phone number. Dates original plan preparation and all revision dates. Vici map or location map at a scale of 1'=1,000' or larger, and numbers, with a minimum left side margin of 1.5". of all adjacent roadways. legend. 1 2. 4. q 6. 7. 8. 9, 10. 11. L2. Page 9 of L2l02l07l02 Desiqn Review Board Meetino Reouirements For new construction and additions, the applicant must stake and tape the project site to indicate property lines, proposed buildings and building corners. All trees to be removed must be taped, The applicant must ensure that staking done during the winter is not buried by snow, All site tapings and staking must be completed prior to the day of the DRB meeting. The applicant, or their representative shall be present at the Design Review Board Hearing. Applicants who fail to appear before the Design Review Board on their scheduled meeting date and who have not asked in advance that discussion on their item be postponed, will have their items removed from the DRB agenda until such time as the item has been republished, If the DRB approves the application with conditions or modifications, all conditions of approval must be resolved prior to the issuance of a building permit, Staff Aoproval The Administrator (a member of the planning staff) may review and approve Design Review applications, approve with ceftain modifications, deny the application, or refer the application to the Design Review Board for a decision. All staff approvals are reviewed by the Design Review Board and any staff decision is subject to final approval by the DRB. Additional Review and Fees If this application requires a separate review by any local, state or Federal agency other than the Town of Vail, the application fee shall be increased by $200,00. Examples of such review, may include, but are not limited to: Colorado Department of Highway Access Permits, Army Corps of Engineers 404, etc. The applicant shall be responsible for paying any publishing fees in excess of 50o/o of the application fee. If, at the applicanfs request, any matter is postponed for hearing, causing the matter to be re-published, then the entire fee for such re-publication shall be paid by the applicant. Applications deemed by the Community Development Department to have design, land use or other issues, which may have a significant impact on the community, may require review by external consultants in addition to Town staff. Should a determination be made by Town staff that an external consultant is needed, the Community Development Department may hire the consultant. The Department shall estimate the amount of money necessary to pay the consultant and this amount shall be forwarded to the Town by the applicant at the time of filing an application. The applicant shall pay expenses incurred by the Town in excess of the amount forwarded by the application to the Town within 30 days of notification by the Town. Any excess funds will be returned to the applicant upon review completion. Page 10 of r2l02lo7lO2 Survey/Site Plan Review Checklist Department o-f Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2L39 tax: 970.479.2452 web: www,ci.vail.co.us *This ched<list must be submitted prior to Public Works review of a propod Project Address: Applicant: submittat fr) f no Stamped survef of property tr Civil/Site plans Suruev Reouirements: FJ I h o Surveyods wet stamp and signatureo Date of surveyu North arrowo Proper scale (1"=10'or 1"=20)a Legal descriptionD Basis of bearings / Benchmarka Soot Elevationso Labeled right of way and property lines; including bearings, distances and curve information. Lot Size Buildable Area (excludes red hazard avalanche, slopes greater than 40Vo I0l4/h,m D o o ,,Environmental Hazards (ie. rockfall, debris ,/ flow, avalanche, wetlands, floodplain, soils) tr Water@urse setbacla (if applicable) "a Trees a l-abeled easements (i.e. drainage, utility, pedestrian, etc...) o Topographytr UUlity locations o Adjacent roadways labeled and edge of asphalt for both sides of the roadway shown for a minimum of 250'in either direction from property. and floodplain) Site Plan Requirements: L Access (check all)o Driveway type ando Unheated are shown on the site plan. o Snow storage areas are o Heated (portion in ROW in a separate zone) on the site plan within property boundaries (309o of driveway area if unheated; 10o/o of area if heated) o All driveway grades,radii are clearly noted on the site plan and conform to Development Standards, p. 11.Section Driveway Grade (not the average grade):- o Parking spaces pp.12&14 turning radii are noted on site plan and conform to Development Standards, II. Construction 9ite (check all) o Location of a[ utilities and meter pits are shown on the site plan. Limits of construction fencing is shown on the site plan.u o Iam that approved Staging and Construction Traffic C-ontrol Plans, as per the Manual of Uniform T Control Devices, will be necessry prior to construction. I am aware that a Revocable Right of Way Permit will be required prior to construction' Page 11 ot DN2l07lO2 t m. Drainage (check all that apply)o The required Valley Pan is shown on the site plan as per Development Standards, p. 12.o (Note: Valley pan must not be heated)o 4 Foot Concrete Pan o 8 Foot @ncrete PanB Positive and adequate drainage is maintained at all times within the proposed site.o Culverts have been provided and are labeled and dimensioned on the site plan.u A Hydraulic report has been provided. (As requested by Town Engineer) IV. Erosion Control (Check all that apply)o Disturbance area is greater than one half acre.o A separate Erosion Control Plan has been professionally engineered and PE stamped.tr Less than one half acre has been disturbed, and proper erosion control devices are shown on the site plan. V. Floodplain (check all that apply)D The project lies within or adjacent to a 100 year Floodplain:D 100 year Floodplain is shown on the site plan. u A Floodplain study has been provided. (Required if floodplain is within construction limits or as requested by Town Engineer)o The project does not lie within or adjacent to a 100 year Floodplain VI. Geological/Environmental Hazards (check all that apply)o The project lies within a Geologic/Environmentil Hazard area. (See Development Standards, p. 20)o A Hazard Report has been provided o The project does not lie within a Geologic/Environmental Hazard area. VIL Grading (check all that apply)o Existing and proposed grades/contours..are provided on the site plan,u All disturbed areas have been returned to a 2:1 grade.q All disturbed areas not returned to 4i1 grade have been Professionally Engineered with slope protection and/or stable soils. PE stamped details are provided within plans.n Only existing contours are shown on the site plan, there is no proposed grading. VIIL Parking (check all) .,'s All residential and commercialzparking spaces conform to the Development Standards, pp. 12&15. H. Retaining Walls (check alf inat apply)o All retaining walls conforrn to the standards in the Development Standards, p. 19.s All retaining walls and combination walls over 4 feet have been Professionally Engineered and a PE stamped detail has be€n provided within the plans.s All retaining walls are shown on the site plan, with labeled top and bottom of wall elevations and type of wall construction,s No retaining walls are required for this project. X. Sight Distance'(check all that apply)tr Proper sight distance has been attained and shown on site plan as per Development Standards, p.12,oPropersightdistancehasnotbeenattained'Exp|anationWhy:- Additional Cgmments Please provide any additional comments that pertain to Public Work Review. Page 12 of L2/02/07102 Applicants Signature at f1 . t <th*|il \eha^^ {' rl'lydlu' uld*,thtuat all bw^r"a.dl,h;,^l deeL h^!t^-por Vt*& ,(eut_oq nieth >TLvatu&ftLS /t )t'/ N\r'z-zi\ ;vru fl ('gaatv L ft\tu€ D e€c'\ €vt >le€ i'?;q--' r 5 ,\ -tT4c\.ry-1) rY-1'wt lxraN t1u'T pVtvULu- f+r wo ovt K_ 0 pn,i- FD o€utl\ f tte t}i+ zAttLO Ar(firail€l.,f ffi tuzr.f-L*4nriCAe fl;qil.{i) u'lvD e./1 619 a., Tet r lL€ vtr €)v f- t't lVVric-i f,+ ru ', c &L Ccrw\{ct-b{B il, ,, iv\ur,l-1r!6;lCNu lq,g1 {r wl V^r, D u il--l,t,fia-l( 'J' Qllt y't' l'v iSws '7 V v,Yt,"ry'|''rr-'-1:"1 g t Lt tL,,\u b l^/lttt- il--.? l.j I (.ftL- ,., f t'';' i);'i 1 tvi'rl4'' tgt.t- \ S il! ,i: r ,f t'16'in tya if - t{ I l+r r r- I 'r ' !--\- \z:t i 'r-r,- |\. \._I-LL;lul\)r- Lu\u L z-fi uu' rr')4 lS:tu,.€- z ffi;;tt4/ \ LiF f 1- - rl ,en't VF rtno Duar +o lwftreft Born P ft,rltSHdffd