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Home My WebLink AboutVAIL LIONSHEAD FILING 1 BLOCK 1 LOT 7 LODGE AT LIONSHEAD UNIT 8TOWN OF VAIL 75 S.FRONTAGEROAD VAIL, CO 8I657 970-479-2138 CONTRACTOR HEID CONSTRUCTION 2077 NORTH FROMTAGE SUITE 110 vArr,, co 81557 License : 443 -B APPIJICA]fiT HEID EONSTRUCTION 2077 NORTH FRONTAGE SUITE 1].0 vArrJ, co 9L657 License : 443-B I DEPARTMENT oF coMMTJN'IIo,uur-oPMENT !t-"^\ [-^.r*,-tf,--.\ {,\\ \rrr(t \^c'.-t.\.., -, W..-r'lt -rxr<', \ POSTED ON JOBSITE AT ALL TIMES NOTE: THIS PERMIT MUST BE ADD/ALT MF BUILD PERMIT Job Address.: 360 E LIONSHEAD CR VAIL Location......: 380 EAST LIONSHEAD CIRCLE, UNIT #8 ParcelNo....: 210106406035 ProjectNo...: T Kf O'( -0061 DOS BFS FAMTLY PARTNERSHIP 106/08/2OO4 SHEPARDS I-,N SANDS POT} T NY 11050 License: Permit #: 804-0142 Status.....: ISSUED Applied...: 06/08/2004 Issued ...: 06/2312004 Exoires...: 12120/2004 OT{NER 06/08/2004 ROAD Phone: Phone: 97O-476-4343 06/o8/2004 Phone: 97O-476-4343 ROAD Desciption: INTERIOR REMODEL TO UNIT #8, LODGE AT LIONSHEAD PHASE 3 AND EXI'ERIOR WINDOW MODI FICATIONS. Occupancy: Type Construction: 'l'ype Occupancy: Valuation: Rl Multi-Family III-IHR ?? $95,000.00 # ofGas Appliances: 0 5958. ?5 Restuarant Plan Revicw-> $623.19 DRB Fe€----....._-> S0 - oo Re€reation Fe€-> $3.00 Clean-upDeposit--*---> TOTAL FEES---> Add Sq Ft: # ofGas Logs: 0 # of Wood Pellet: 0 Fireolace lnformation: R€strictcd: Y Building----> Plan Chcck--> Investigation-> Will Call---> $0.00 $0.00 $0.00 $0.00 91, 584 - 94 Total Calculated liees-> Additional Fees------> Tobl Permit Fee----> Payments--------------> BALANCE DUE._-_-> 91, 584 .94 $0.00 $1, 584 - 94 $0. 00 +* + +t t*,r**t * ** **l A nnrowal s' Item: 051-00 BUILDING DEPARTMEII'I 06/2r/2004 JRN| Action: rtem: 05400 PLANNING DEPARTMENT 06/22/2004 MF..G Action: rtem: 05600 FTRE DEPARTMENT Item: 05500 PTBLIC WORKS AP *'l*.t.*|*|li..*l'|i+l|||rl{.*|,i*i++**t******r*tlrt*|l|+..+'tt|l|1|+lllt.*ltt'.*lll..||r|.|..||ili,}+1+,.*ii+'t++.** 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 firll 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, Uniform Building Code and other ordinances ofthe Town applicable thereto. REQUESTS FOR INSPECTION SHALI. BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TE!-EPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF PAGE 2 ******* ***** *** *,F** **'1.** * *:B * * *,r * * * *:* * 'i* f ***'! ******* ** +*rr 'tr***'F * ++***++***,t 't,t't *'t ** *** +**** *** *+ +r{. *,f !r **{.*{. CONDITIONS OF APPROVAL Permit #: B04-0142 u of 06-23-2004 Status: ISSUED ************+****'t**************!t*****************+********+**'r**,t**********{r't:r******++++'***i.,ir.'i*'t +***f+ Permit Type: ADD/ALT MF BUILD PERMIT Applied: 0610812004 Applicant: HEID CONSTRUCTION Issued: 0612312004 970-476-4343 To Expire: tL/20t2004 Job Address: 360 E LIONSHEAD CR VAIL Location: 380 EAST LIONSHEAD CIRCLE. UNIT #8 ParcelNo: 210106406035 Description: INTERIOR REMODEL TO T'NIT #8, LODGE AT LIONSHEAD PHASE 3 AND EXTERIOR WINDOW MODIFICATIONS. Conditions: Cond: l2 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: l4 (BLDG.): ALL PENETRATIONS IN WALLS,CEILINGS,AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: l6 (BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY AS PER SEC,3 I0.9. I OF THE I997 UBC. Cond: I (FIRE): FIRE DEPAR.IMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. * + * ++ * * * ** **** ** * * * * * * * * i+ * * *t + a+t ++ ++* *{' * * * * ** *** * * ** * * * *+t* *** ** * + * +* + *** + * + ** * * * *** +* * ** * TOWN OF VAIL, COLORADO Statement * * ** +* * ** * * * * ** * * * ** t ** ** + + ++ + +* * + * {.f * t * * * * * ** * * * * t * * l.* * * * * * + * + f+ * * +i * * ** * t * * t* * * +** + * * *** * * Stsatement. Number: R04000508? Arnount: 91,S94.94 06/23/200411:23 AM Payment. Method: Check Init: DDG Not,ation: Eeid Construction 7885 Permj.t No: 804-0142 Tl4)e: ADD/ALT MF BUILD PERMIT Parcel No: 21010 64 0 5 03 5 SiIe Address: 350 E LIONSHEJAD CR VAIIJ Location: 380 EjAST LfONSHEAD CIRCLE, I,NIT #g Total Fees: $1, 584 - 94 This Palments: $1, 584 .94 Total AIrIr pmts: 91, 594 . 94 Balance: $0 - 00 ************* *++* +*ll* *:1.** **+***+'}***++**f++++t+l*++*******************t*********++***+****** ACCOUNT ITEM LIST: Account Code DescriDtion Curr"ent Pmts BP OO1OOOO31111OO BUILDING PERMIT FEES 958.75 PF 00100003112300 PLAN CHECK FEES 623.19 r,rc 00100003112800 t"[LL CALL TNSPECTT0N FEE 3.00 {o WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI { trPl , q'/ Project #: Building Perhit #: PLICATION requi anic?bglc.! CONTRACTOR INFORMATION ll _co6 APPLICATION tqL MWN OFYi 75 S. Frontage Rd. Vail, Colorado 81657 ="=-;; General Contractor:Contact and Phone #b: O,ntu 3f o )"?o / (7 C - {3 tj Email address: gnature: )iaa, ,a'4-.4tt GOMPLETE VALUATIONS FOR BUILDING PERMIT Labor & Materials BUILDING:$ ?f oA,.t ELECTRICAL: $OTHER: $ PLUMBING: $MECHANICAL: $TOTAL: $ ?f.car> For Parcel # C r Fees: Fees: 7 ? ontact Eagle CounfyAssessors effice at 970-j2g_g640 or visit t1 Alo toa loq oJf Job Name:)fettr)Job Address.t8o €- (.t;u,L"*l C,',Ie J+,1 ,).,f 8 Legal Description -- LJWners N€lll€i -,a Lot:Block:Filing:Su bdivision: d Phnnc .2q.Q rq2" Addressa lo,? )7{p 0+;[ co g,bft .tl7 n st { ,lf$f 47,, a2o ,Engineer:Address:Phone: Detailed description of wo Work Class: New( ) Addition ( ) Remodet ( ) Repair( ) Demo( ) Other( ) WorkType: Interior( ) Exterior( ) Both( )/oes an EHU exist at this location: yes ( ) No ( i Type of Bldg.: single-family ( ) Two-famity ( ) Mutti-famity (g{ commercial ( ) Restaurant ( ) other( ) No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building: Noffvpe of Fireplac ood/peltet ( ) Woqd Burning ( ) $otrvpe of Fireplac s ( ) wood/Peilet ( ) wood Burning (Nor ALLoWED) Does a Fire Alarm Exist:Yes ( )No(Does a Fire Sprinkler System Exist:Yes (No( ) ***************************!r*********rFoR oFFICE USE O N Ly*"****t*r**+************************* \\VaiI\daIa\cdeV\FORMS\PERMITS\BtDGPERM DoC d,-07 t26t2002 I o o o Team Questions? Call the Building at 479-2325 Depaftment of Community Development Project Name: Project Address: / This Checklist must be ampleted before a Building Permit application is accepted, / Rll pages of application is complete Has DRB approval obtained (if required) Provide a copy of approval form Condominium Association letter of approval aftached if prqect is a Multi-Family complex Complete site plan submitted Public Way Permit application included if applicable (refer to Public Works checklist) Staging plan included (refer to Public Works checklist) No dumoster,oarkinq or material storaqe allowed on roadways and shoulderc without written aooroval Asbestos test and results submitted if demolition is occurring Architect stamp and signature (All Commercial and Multi family) Full floor plans including building sections and elevations(S sets of plans for Multi-Family 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 Repoft 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 a o V D o o O o tr a o U o O a '1 . z1 * Applicant's Signature: / '' " fuluz&,',-- I0I{"AI0f Y'{lL \Wail\data\cdev\FORMS\PER|\il ITS\BLDGPERM.DOC 04t02t2003 BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works) review and approval, a Planning Department review or Health Department 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-family permits will have to follow the above mentioned maximum requirements. Residential and small projects should take a lesser amount of time. However, if residential or smaller projects 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 this 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 expiration 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: Project Name: Signature 3lt'* ,l,t Date: U L4lOq Print name F : everyone/forms/bldperm3 HOW DID WE RATE WTTH YOU? Town of VailSurvey Community Development Department Russell Fonest, Director, (970) 479-2139 Check allthat applies. 1. Which Departnent(s) did you contact? Building / Environmental_ Housing_ Admin Planning DRB _ PEC /2. Was your inilial contact with our staff immediate_,/_slow _or no one available 2 3. lf you were required to wail how long was it before you were helped? 4. Was your project reviewed on a timely basis? Yes / No lf no, why not? 5. WasthisyourfirsttimetofleaDRBapp_PECapp_ l i Bldg Permit_ N/A 6. Please rate the performance of the stafi person who assisted you:54321Name: (knowledge; responsiveness, availability) 7. Overall efiectiveness ofthe FrontService Counter. 5 4 3 Z 1 8. What is the best time of day for you to use the Front Service Counter? 9. Any comments you have which would allow us to beter serve you next time? Thank you for iaking the time to complete this survey. We are commifted b improving our seMce. WHEN A *PUBLIC WAy PERMIT" IS REQUIRED PLEASE REAB AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDiNG THE NEED FOR A "PUBLIC WAY PERMIT'': YES NO -/ tr B o o o is this a new residence? Does demolition work being public property? Is any utility work needed? require the use of the Right-of-Way, easements or No '-/ performed YES YES Is the driveway being repaved?YES Is a different access needed to the site other than the existing driveway? YES NO ./ ./NO Is any drainage work leing done that affects the Right-of-Way, easements, or public property? YES NO ,/ is a "Revocable Right-of-Way Permit" required? YES NO ',/ Is the Right-of-Way, easements or public property to be used for staging, parking or fencing?YES NO \,/ If answer is NO, is a pErking, staging or fencing plan required by Public Works?YES NO J If you answered YES to any of these questions, a "Public Way Permit" must be obtained. "Public Way Permit" applications may be obtained at the Public Work's office or at Community Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public Works at 479-2198. I HAVE READ AND ANSWERED ALL THE ABOVE OUESNONS. Jle'^> Q;* //,'4.*> Contractor Signature Job or Project Name: Date Signed: lau'f,'-17"n Tp-- Company Name F:/everyone/forms/bldperm4 a j 'a( APPLICATION FOR TOWN OF VAIL PUBLIC WAY PERMIT 19 - firr rrrr o Parcer#:IlIn-If I-[I'IIf ffi Brds.Permito'EI!-InnI ,o^ffifl 1,Job Name Strest Addresg n n n-l (lfunknowncall I ll ll I L | 429-Z138ext.0) Excavating Contractor Name Maillng Address TOV Contractor's License Number REQUIRED () City Phone # 4. Start Date Work is for (circle ono) Comoletion Date Water Sewer Gas Electric Telephone (Permit Expiration Date) CATV Landscaping Temp. Site Access Other 5.Trench-width (min.4') Bond Amount $ ALL MATERIAL, EQUIPMENT, AND TRAFFIC JOB"IS STARTED, 7. 8. Rubber out-riggers are required on Asphalt surfaces underneath the A sionalure below indicates a signatures are obtained, permittee necessary Town of Vail signatures. BE ON THE JOBSITE BEFORE THE working on asphalt. at all times. utility locations and approvals. Once all utility company application through the Public Works olfice to obtain the up to one week to process. Depth Total SF $ Total LF $ Permit Fee Total Permit Fee $ Public Service Natural Gas Group (1-800-922-1987) Public Service Company (1 U.S. West (1 -800-922-1987) 10. 11. 12. TCI Cablevision of the Rockies (1-800-922-1987) Eagle River Water & Sanitation District (970-476-7480, ext. 114) Holy Cross Electric Company (1-800-922-1987) Town of Vail Electricians (970-479-2158) Town of Vail Inigation (970-479-2158) Town of Vaif Public Works Construction lnspector (970-479-2198) THERE WILL BE NO TOTAL STBEET CLOSURESI A construction traffic control plan must be approved by the Public Works Department prior to issuance of the permit. All excavation must be done by hand within 18" of utilities - (Senate Bill 172)' Permittee must contact Public Works D€oartment at 479-2198 24 hours prior to commencing of work. Failure to notity the Town will result in forfeiture of bond money. Scheduled inspections which are not ready may result in the Town charging the contractor a reinspection fee. I certity that I have read all chapters of Title 8 - Public Ways and Property, of the Vail Municipal Code and all utility company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required. Contractor's Signature of Agreement ATTACH PLAN OF WORK, INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT. Print namo cleady Date of Signature White - Public Works Yellow - Contractor PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS How it relates to Building Permits: Fill out the attached check list with the Building Permit Application. If yes was answered to any of the questions then a "Public Way" permit is required. you can pick up an application at either Community Development, located at 75 South Frontage Road or Public Works, located at 1309 Elkhorn Drive. > Notice sign-offs for utility companies. ALL utilities must field verifi7 (locate) respective utilities prior to signing application. Some utility companies require up to 48 hours notice to schedule a locate. A construction traffic control/staging plan must be prepared on a separate sheet of paper. An approved site plan may also be used. This plan will show locations of all traffic control devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This plan will expire on November 1st and will need to be resubmitted for consideration for approval through the winter. Be aware that your resubmission for winter may be denied depending on the location of construction, Sketch of work being performed must be submitted indicating dimensions (length, width and depth of work), This may be drawn on the traffic control plan or a site plan for the job. > Submit completed application to the Public Work's office for review. If required, locates will be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in the morning, but may require up to 48 hours to perform. The Public Work's Construction Inspector will review the application and approve or deny the permit. You will be contacted as to the status and any requirements that may be needed. Most permits are released within 48 hours of being received, but please allow up to one (1) week to process. As soon as the permit is approved, the Building Department will be notified, allowing the "Building Permit" to be released. Please do not confuse the "Public Way Permit" with a - bu otno Permtt". NOTE: The above process is for work in a public way ONLY. Public Way Permits are valid only until November 15th. A new Public Way Permit is required each year if work is not complete. Re-application each November 15th does not mean an automatic renewal. I have read and understand the above. ,)t,//oto 7L{1r{4t*- 5|srlaa*a F:/everyone/f orms/bldperm5 Q'3 - e7 Date Signed fl)mY0F DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS! Pleasc read and check off cach of the items bclow: s The Town of Vail Building Department has developed the following procedures to ensure that new construction sites have adequately established proper drainage from building sites along and adjacent to Town of Vail roads or streets. The Town of Vail Public Works Department will be required to inspect and approve drainage adjacent to Town of Vail roads or streets and the installation of temporary or permanent culvefts at access points from the road or street onto the construction site. Such approval must be obtained prior to any requests for inspection by the Town of Vail Building Department for footings, temporary electrical or any other inspection. Please call Leonard Sandoval at 479-2tg9 to request an inspection from the Public Works Depaftment. Allow a minimum of 24 hour notice. Also, the Town of Vail Public Works Department will be approving all final drainage and culvert installation with resulting road patching as necessary. Such approval must be obtained prior to any Final Certificate of Occuoancv issuance. Agreed to by:f);,' ttle.Jti:. Print Name Signature iiei't Project Name: Date Signed: F:/everyone/forms/bldperm6 Q'3. '.at Please read and check off each of the items betow. (Copies of complete telt are available upon request) CODE 5-2-10: DEPOSITS ON PUBLIC wAYs PRoHIBITED a Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any other debris or material upon any street, sidewalk, alley or public place, or any portion thereof, u Notice; Abatement: The Director of Public Works may notify and require any person who violates or causes another to violate the provision of subsection A hereof, or who has in the Director's employment a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud, dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice by the Director of Public Works. In the event the person so notified does not comply with the notice within the period of time herein specified, the Director of Public Works, or other authorized agent, may cause any Such sand, gravel. rocks, mud, dirt, snow, ice, debris or any other material to be removed from any street or alley at the expense of the notified. o Summons and Penalty: As an alternative to the notice for removal provided in subsection B above, any person who violates or causes another to violate the same, may be issued a summons to appear before the Municipal Court of the Town for said violations, and upon being found guilty of a violation hereunder be punished as provided in Section 1-4-1 of this code. o Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section l-4-1 of this Code. (1997 Code: Ordinance 6 (1979). CODES 7-3A-L AND 7-3A-3I PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED u No person shall park any vehicle upon a street or at any other place within this Municipality in such a manner or under such conditions as to interfere with the free movement of vehicular traffic or proper street or highway maintenance. (Ord. 2(1968) g 1) u Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a street or upon any place within this Municipality in such a manner as to constitute a violation of any section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in storage in the nearest garage or other place of safety designated or maintained by this Municipality, and the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in addition to a ten dollar ($10) impoundment charge, (Ord. 2(1968) g 3: Ord. 28(1981) g 1) I have read and will comply with the abgrve codc provisions:Dr'rt l',GJ)+ I)osition or l{clationship to Projecl: DateSigncd: Q'j o'1 Signatule li:/cvcryone/tbrnrs/bldpernlT Vail 2004 Vail Village and Lionshead Village Construction Hours Information Handout Problem Statement The Vail Village and Lionshead Village are invaluable assets to the community. Thousands of people come to Vail each year to sightsee, recreate, shop and to enjoy everything the Vail Valley has to offer. The community and merchants rely upon our guest to generate revenue. Our summer/winter guests expect a pleasant experience while in Vail. To insure that all of the proposed construction has as little negative impact on the community and on our guest as possible, the Town of Vail finds it imperative to create and implement the Vail Village and Lionshead Village Construction Hours Handout. It would be irresponsible for the Town of Vail, the and the Merchants, to not actively participate to minimize the impact of New for 2004-2006 will be the Vail Village llage areas. utility related improvements, All Construction projects and/or Scott Bluhm Town of Vail Streetscape Givens The following givens are intended to construction in the Villages: . The public's health. safetv and . Adequate pedestrian, loadi be maintained. vehicle, the Vail ng, refer to The hours of Outside Construction Activity shall be as follows: - April 15-June18&SeptemberT-November19,7a.m. until Tp.m.,sevendaysaweek. June 18 thru September 10, work must end by 4:00 p.m. on Fridays. November 13 - April 15, 2005 work allowed within daylight hours only. - Deliveries shall be restricted to the hours of 7 a.m. to '1 '1:30 a.m. on Gore Creek Drive and 7 a.m. to 8:30 a.m. on Bridge Street. - Special Construction delivery permits must be requested in advance, from Public Works in conjunction with Code Enforcement at Checkpoint Charlie. - No construction activity shall occur on Saturday or Sunday between June 19 and September 5. e all Tl't" Lodge at tion5Heaf Date: June 8,2004 To: Town of Vail / Community Development From: Lodge at Lionshead Re: Stein Renovation Dear TOV, The owners of Lionshead III Condominium Association, Stein, Association approval for the proposed renovation. Please let me know if you have any questions or concerns. Lodge at Lionshead Professionally Nlanaged by Peak Resort Services, lnc. 380 East Lionshead Circle Vail. Colorado 81657 (970) 476-2700 unit #8, have TOI{'Nfi) Design Review Board ACTION FORM Deparbnent of Community Development 75 Sorrth Frontage Road, Vail, Crlorado 81657 tel: 970.479.2L39 fax: 970.479.2452 web: www.ci.vail.co.us Project t{amer DRB Number: DRB040088 Proiect Description: INTERIOR REMODEL TO UNIT #8, LODGE AT UONSHEAD PHASE 3 AND DfiERIOR WINDOW MODIFICATIONS. Participants; OWNER DOS BFS FAMILY PARTNERSHIP 103/2612004 Phone: SHEPARDS LN SANDS POINT NY 11050 License: APPLICANT SNOWDON & HOPKINS ARCHITECISo3 12612004 Phone: 97047 6-220t PO BOX 3340 VAIL co 816s8 License: ProjectAddress: 360 E LIONSHEAD CRVAIL Location: 380 EAST LIONSHEAD CIRCLE, UNIT #8 Legal Description: Lot: 6 Block Subdivision: LODGE AT UONSHEAD Parcel Number: 210106406035 Comments: see conditions BOARD/STAFF ACTION Motion By: Action: STAFFAPR Second 8y:Vote: Date of APPrcvalt 041L212004 Conditions: Cond: I (PI-AN): 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: 0 (PIAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. . Planner: Matt o Gennett DRB Fee Paid: $250.00 VAIL FIRE DEPARTMENT NOTE:THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES o ARTMENT Permit #: A04-0056 Status...: ISSUED Applied. . : 09/02/2004 Issued. . : 09/22/2004 Expires. .: 03/21/2005 Phone: 09/02/2004 Phone: 970-625-3398 09/02/2004 Phone: 970-625-3398 Total Calculated Fees-> Additional Fees-----> Total P€f,mit Fee------> Payments---------------> BALANCE DUE---_-> TOWN OF VAIL FIRE DEP 75 S,FRONTAGEROAD VAIL, CO 8I657 970-479-2135 ALARMPERMIT Job Address: 360 E LIONSHEAD CR VAIL Location.....: 380 EAST LIONSHEAD CIRCLE. LrNIT #8 Parcel No...: 210106406035 ProjectNo : ?(l TO,t ooe 1 Ob]NER DOS BFS FAMfI,Y PARTNERSHIP 109/02/2004 SHEPARDS tN SANDS PO]NT NY 1l-050 License: CONTRACTOR ACME ALARM COMPANY P.O. BOX 883 RIFLE, CO 815s 0 License:154-S APPLICANT ACME AI,ARM COMPANY Desciption: Valuation: P.O. BOx 883 RIFI-,E, CO 81650 I-,icense: 154-S WIRING FOR SYSTEM SMOKE DETECTORS s2,572.00 Electrical------> DRB Fee------> Investigation--> Will Call-----> TOTAL FEES-.> s0.00 s0.00 s0.00 s3.00 s331 .45 s331.45 90.00 s331.45 s0.00 tr*a*ra,lr'la*aaaaaa*t :1,*,r***t,l,*1 Approvals: Iten: 05600 FIRE DEPARTMD{T 09/22/2004 mvaughan Action: AP CONDITIONS OF APPROVAL 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 atl 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 HOURS lN ADVANCE BY TELEPHONE AT 47F2135 FROM t:00 AM - 5 PM. SIGNATI.JRE OFOWNER OR CONTRACTOR FOR HIMSELF AND OWNER TOWNOFVAIL. COLORADO R040006715 Amount.: Check Stat€ment $331.45 09 /22/200402 :33 PM Init: DDG Notation: Acme Alarm Co. Slatenent Number: Payment, ltetshod: 4227 Permit No:Parcel No:site Address: Location: This Palment: BP 00100003111100 PF 00100003112300 wc 00100003112800 A04-0056 TU)er ALARM PERMIT 21010 64 06 03 5 3 6 O E I-,f ONSHEAD CR VAII, 380 EAST LIONSHEAD CIRCLE, IJNIT #8 Total Fees: 53 31 . 4 5 Total ALI-, Prnts : Balance ; s331.4s $331.4s s0.00 +* * *+ +*+*++++++*++++*a'*f a'++*++++{rt + {' + f f ****+******************t t 'l * + + * * * + * t *f f * **** * ********* ACCOIJNTITEM LIST: Account Code Description Current Pmts FTRE PI,AN WILL ALARM PERMIT FEES CHECK FEES CALL INSPECTION FEE 96.45 232.O0 3.00 NOT BE ACCEPTED IF l:--. ::- .'- '- ..'r. : : - :jr;: ?:..'. '"'11--.r,-* shop required attime of listed on.the Vail, Conbct Aewots or visit forPard# Parcel # (Required if no bldg. Permit # b provided above) i,r-. t':, Legal Description Lot:Block:Filing:SuMivision: Owners Nane: 6,t I Star.,Address: * gr, *oJ tdot .5r,ipn Engineer: : .-. , . ..:._.:,. ., ,':' -..-, i ' .,_i. :: , .. . -. . .::i' - - r,r;r1,.:. ,,:,, i ', ',::,r ',' ' : Work Ctass:ft*tl Mdiuon( ) Type of Bldg.: Single-family ( ) Two-fami$ ( )) No. of Existing Dwelling Units in thb building:tl.o. of Acconrndation Units in thb building: f[ Does a Fire Alarm Exist: Yes (X No ( )Does a Fire Sprinkler Systern Exisil Yes ( ) . No ( ) Y,$. 1$ lf l -o43:$;F, Permit Submittal: Vail Fire and Emergency Services Submitted to: Mike Vaughn and Mike McGee Lodge at Lionshead Phase Unit 8 360 E. Lionshead CR Vail. CO 813v04 COMPANY 883 4t &st RIFLE, CO 81650 970-625-3398 FAX 970-625-0870 EMAIL clint@acmealarm. com Acme oj3t1 S.o-o.U Rifle, CO 81650 Phone 970625-3398 Fax 970-625-0870 "We Set The Standards for Securitl'!" t0108800 ffi GI'*'# S +@ A @ Ausust 31. 2004 Lodge at Lionshead Phasc 3 Unit E 360 E. Lionshead CR Vail. CO 81659 l. Wiring for sJstem smoke detectors in sleeping quarters and exi'ing areas a total of six appliances. 2. Wiring for audible notification. a total of four appliances. Notes: 1. 2. 3. 4. 6. 7. 8. 10. I l. These items will be tied into an existing Panel and Circuits. All Horns shall be mounted at 80- A.F.F. Wiring for Horn circuits shall be run in l4l2 awg FPLR fire wire. Wiring for Data circuits shalt be run in 1614 awg FPLR fire wire. All rviring will be run a min. of6 inches from AC power and cross AC power at right angles. Smoke Detectors shall be located a min. of 3' from aq'air supply or return. All Smoke Deteclors are to be mounted on the ceiling and a min. of 16 inches from any- corner. Finish trim of smoke detectors to b€ completed at the end of lhe final cleanup phase of construction just prior to occupancy. All rough-in wiring shall be labeled at each device and junction. All rough-in wiring shall be mounted to structural framing. Any wiring below finished ceiling level shall be housed in rigid or flex EMT conduit wherc required by code. Device Box Schedule t All devices shall be mounted to back boxes. 2 Back boxes for each mini sounder shall be single gang deep. 3 Back boxes for each smoke detector and heat detector shall be plastic 4 inch round. ,l-inch metal octagonal, or four square with a p ring. FUIURE MAIN 1lz+ SPRINKLER PIPE . AND VALVES CAP FOR _ R'TURE coilNECTlOtl EE9Bolill oo o(<)l o {O co I 1.) 4 IH rt I H ata -@ u { F'*# #c!Fet Flr:f lll lE ulfllr co{f,ttD cf t€r!('l ltlJtll i o SCALE: 1/8" : 1'-0" Game;1y9il0 ffi?, 3160 Series 95 Analog Addressable Smoke / Thermal Sensors and Bases Features . Compatible with Gamewell's ldentiFlex 600 Series Analog Addressable Control Panels . lonization, photoelectric smoke and combination rate-otrise / fixed tempef ature thermal sensors . Detector heads utilize common analog addressable style bases o Base options include: 4' or 6' or 6' low profile 4 wire relay base Audible alarm sounder o Address is stored in the sensor base . Address is set by XPert Addressing Card . XP 95 Protocol Descripilon Gamewell's Series 95 Analog Addressable Sensors are designed to provide the highest effectiveness by utilizing the latest technology. The sensors includs both lonization and Photoelectric Smoke Sensors as well as a Thermal Sensor. The sensor is designed for operation with Gamewell's ldentiFlex 600 Series Analog Addressabl6 control panels. AII of the sensors inthe 56ries 95 range havethe same external dimensions, with the housing of the lonization and Photoelectric versions being identical. The external alarm indication is by means of a light-emitting diode (LED) easity visible through the housing. Thermal sensors ars rsadily distinguished from smoke sensors by observing ths open webs in lhe housing designed to allow the free movement of air around the exposed thermistor. XP95 Optical XP95 Temperature i I I \ I I XPERTCaTd in Base XP95-B6SNDR Each of the Series 95 Sensors is capable of transmifting nol only its address but also the chamber's analog value to the ldentiFlex 600 for analysis. Oosration The Series 95 Sensors form an integral part of the 1F600 Series of Anatog Addressable control panels. Connected to the system via the analog circuit of the 1F600 conlrol panet. the Series 95 Sensors continuously repon the condition of thgir sensing chamber back to the control panel, where all of the information is processed and analyzed.. The analog sensor constanfly monitors its sensing chamber or element as well as its internal electronics. The results are then reported alongwith theunit's address through the integral communications electronics located in the sensor head. Troublo and Alarm conditions of the Series 95 Sensors are actually determined at the 1F600 controlpanel. Thestatus information of each sensor is analyzed for ofl normal conditions by ths control panel. lf the sensor reports a condition that matches its programmed troubls signature, the 1F600 will report that ths sensor is in trouble and will follow its programmed response sequence. Likewise, if the status reported matches the alarm signature, ths 1F600 will follow the programmsd atarm response for the soecific device in alarm. When a sensor is in alarm. the integral LED in the sensor's housing will lighl steady. XP95-86R4 Programming The only programming required at the Series 95 Sensors is for address setting. This is accomplished through the uss of the XPert Addressing Card. The card (available either pre-programmed or blank for fi6ld programming) is inserted into the sensor base. When the sensor head is inserled into the base, the address is automatically relayed to the sensor. Changing the sensor does not require additional programming since the address remains on lhe XPert Card located in the base. All othsr sansor soaciiic prograrnming is accomplish€d at the 1F600 Control Panel. For delailed operation, programming and installalion, please r6fer to the 1F600 reference manual. Standard Application The 1F600 Series ot Analog Addressabls Control Panels has been designed to incorporat€ the Seri€s 95 Analog Addressable Sensors into an integrated lils safety system which will meet today's most stringent requirements. The Series 95 Sensors ars specilically designed for aoo lications where both individual identitication and control of a sensor ars reouirod. ErEin€e/s Specifi cations The contractor shallfurnish and install, whera indicated on the plans, either dual chamber ionization (Gamowell model XP95-l) or .._lr photoelectric (GamewellmodelXP95-P) smokh suppresslon lechniques shall be employed to sonsors or electronic thermal sensolminimize lalse alarms. (Gamewell model XP95-T) with one of thd- several Addressabie Mounting Base Options available. The combination sensor head and twist lock mounting base shall be UL Listed and UL Listed as compatiblewiththe Gamewell 1F600 fire alarm control panel. The base shall permitf ree interchange of sensor heads without requiring any additional wiring or additional programming of the head or base. The smoke senso. shall contain an integral LED that shall latch in when the unit goes into alarm. BF Electrical/Mechanical Soecifications lnstallation The complete range of Series 95 addressable mounting bases willaccept anyofthe Series 95 sensors. The bases have a wide interior diameter for ease o[ access to wires and terminals. The design of the base is such that the sensor will fit in one way only and that a simple clockwise motion without force is required to plug in the sensor. The mounting basewillhave orovisions for the insenion olthe x.il*'* t:r ;ffi ;:,",# ".?'.#i address. The XP95-84 base (4') will mount directly to a 3.5' octagon box (Raco 110 or equal)or a4'octagon box (Raco 125 orequal) with a round cover/plaster ring (Raco 727 or equal). The other Series 95 bases (6') will mount directly to a3.5'octagon box (Raco 1 10 or equal); to a 4' octagon box (Raco 125 or equal)ior to a 4' square backbox (Raco 190 or equal). Photo€leclric lonization Thermal Ouiescent Current Alarm LED Currenl Remote Alarm Output Temperature Fange - Max. continuous operating temp -Min. continuous operating temp - Min. operating temp (no condensation or lcing) Flelative Humidity (Non-Condensing) Recommended Spacing Thermal Sensor Performance Features: 340 ttA 4mA 4mA@5vdc '1400F 32F -5.F 0% to 95% Per NFPA Codes 2s0 $ 2mA 4mA@5vdc 250 FA 4mA 4mA@5vdc 40"F to 195"F 140.F 32F -3-F 0% to 95% 0% to 95% Per NFPA Codes Per NFPA Codes 1) Thermal Sensors have a Thermal Adjustability programming range from 55oC to go"C in 1"C increments. 2) Thermal Sensors have a Thermal Flate-of-Bise feature; when enabled in programming, should the XP95-T sensor increase temperature by greater than 15'F in less than one minute, an alarm will be generated. XP95.B4 i XP95.86 XP95.86R4 XP95-865NDR Maximum Alarm Current Maximum Standby Current Relay Rating Sounder Audible Intensity tr tr tr tr tr tr tr tr tr tr r\ .a A Specifications and wiring information are provided for intormation only and are ktamgllygu B 3;:il",.X'i,ff:fffihii:H::!"";,il"J,""l f.:i:i#fi:'"".1*l;'JlJJffJ,i"',.";woRLowlo snrppeo wrrn rne product shouldilwavs be used for actual installatiori. Data and design subject to change. Supply subject to availability GW 8/98 (revissd) Printed in U.S.A. 60 Pleasant Street Ashland, Massachusetts 01 721 (508) 231-1400 FAX (508) 231-0900 N/A Ordering Information Supplied QTY Model Part Number Description xP95-P 55000-650 Photoelectric Sensor (Analog Addressable) lonization Sensor (Analog Addressable) Thermal Sensor (Analog Addressable) 4' Mounting Base wth X-Pert Addressing Card 6' Mounting Base with X-Pert Addressing Card 6' Low Profile Mounting Base with X-Pert Addressing Card 6' Relay Base (4 Wire) with X-Pert Addressing Card 6' Mounting Base with X-Pert Addressing Card and Audible Alarm Sounder in the base Additional Blank X-Pert Addressing Cards Preprogrammed and Pre.Labeled X-Pefi Addressing Card Packag€ lhe - # represents he analoo boo (1,2,3,4,5,6,7,8): he letter hat iollo/ta reoresenb fre address set :Set A fdr addresses 1- 42i Set B kr address€s 4$ 84: Set C for addresses 85 - 126. Remote LED (24V) N/A 36 mA zpA .04 A @ 125 VAC 2A@30VDC Resistive Loading N/A 30 mA 2pA NiA 85 dB at 10 feet xP95-r XP95-T XP95-84 XP95-86 55000-550 55000-450 45681-210 45681-225 XP95-B6LOW 45681-234 XP95-86R4 MB-RLY.XPgs XP95-B6SNDR M8-SDR-XPgs 71112 71112+A 71112-#B 711124c 30203 UL, CSFM, MEA, FM Gameweil"G iiTl=ot-$l'' AH H.RNS' wonr-ilwoE lEl ' It Series MIZ piezoelectric Mini Horns are compact eleclronic alarm aoDliances lhat are listed under UL 464 for Audible Appliances in Public Mode Fire Protection Systems. The MIZ-TC models oller lield selectable seltings lor Temporal (Code 3) or Continuous Horn along with an attractive appearance and dependable performance. The Series MIZ offers high sound output along with low current draw and are ideal {or alarm signaling in individual rooms, apartmenls, hotels, molels and ollices. Color choices of red or off-while will blend with anv d6cor. AFI The AH horns orovide full selectable conlinuous or temporal (Code 3) tone output when a constant voltage from lhe fire alarm control panel (FACP) is applied. Each tone has 3 dB settings: high, medium, and low. 1*I The NH horns provide iield selectable continous or temporal (Code 3) tone output with selectable dB settings o1 90 or 95 dB. ffi J Approvals UL464 Listed Factory Mutual, California State Fire Marshal (CSFM), New York City (MEA) and Chicago BFP Approved Mtz . Field selectable setlings for Temporal (Code 3) or Continuous Horn. (MlZ-TC models) . Designed lo meet or exceed NFPfuANSI standards. . Convenient mounting to any standard single gang box. . No additional trimplate required for flush mounting - Fast installation with In/Out screw terminals usinq #12 to #18 AWG. .90 dBA @ 1oft. . Available in red or off-white color AH - NH Models . Universal mounting plate . Selectable tones, continuous or temporal . Selectable dB levels C92232 Rev. 1101-6 Page 1 NH Specifications Mtz The Notitication Appliance shall be electronic and shall have iield selectable set'tings for Temporal (Code 3) or Continuous horn. The sound pressure measurement on Temporal (Code 3) setting shall be 87 dBA minimum at 24VDC. The sound pressure measurement on Continuous Horn setting shall be 87 dBA minimum at 24 VDC. Operating voltages shall be erther 24 VDC or '12 VDC using filtered power or unfillered power supply (lull-wave-rectif ied). All nrodels shall have provision for standard reverse polarily type supervision and INIOUT wiring using terminals that accept #12 to #18 AWG wiring. The appliances shall be mounted indoors and mounl on standard electrical backboxes requiring no additronal trimplates or adapters- The notification aooliance shall be Gamewell Series MIZ audible aooliance. AH The Series AH Audible shall be UL Listed under Standarci 4V (Fne Prolective Signaling). The audible shall be Ilsied lor indoor use and shall meet the requirements of FCC Part 15 Class B. All inputs shall be compatible w th standard reverse polarity supervision of circuit wiring by a Fire Alarm Control Panel (FACP). The audibie appliance shall have a minimum oi three (3) field selectable settings for dBA levels and shall have a choice ol continuous or temporal (Code 3) audible outputs. The nolification appliance shall be Gamewell AH series. ttlt The Series NH Audibie shall be UL Listed under Slandard 464 (Fire Protective Signaling). The audible shall be lisled ior indoor use and shall meet the requirements ol FCC Part 15 Class B. All lnputs shall be compatible with standard reverse polarrty supervision of circuit wiring by a Fire Alarrn Control Panel (FACP). The audible appiiance shall have a minimum of three (3) field selectabie settings for dBA levels and shall have a choice of conlinuous or lemporal (Code 3) audible outputs. The audible appliance shall have a minimum of two (2) field selectaole settings for dBA levels and shall have a choice ot continuous or lemporal (Code 3) audible oulputs. The notification appliance shall be Gamewell NH series. Electrical Specif ications Reverberant per UL 464 Continuous dB,{ Curent iAmp) Model Voltage 24 24 24 24 24 Temporal dBA Current (Amp) rc24 83 85 91 88 83 87 81 .017 .012 .041 .024 .017 .027 .015 79 87 84 79 82 76 .017 .041 .024 .017 .o27 .015 Mtz-24 AH-High L4edium Low NH-High Low Ordering Information Part Number 72039 72040 74871 70873 71613 7 1711 72050 / todc Description . 24VDC,temporal/continuous mini-horn, Red (M|Z-TC24-R) 24VDC, temporal/continous mini-horn, White (M|Z-TC24-W) 24VDC, .012 Amps, mini-horn, Red (MlZ-2a-R) 24VDC, .012 Amps, mini-horn, White (MlZ-24-W) 24VDC,2 wire Continous Horn or Full Synchronized Capability, Indoor, Red (AH-24-R) 24VDC, 2 wire Continous Horn or Full Synchronized Capability, Outdoor, Weather proof. Red (AH-24WP-R) Plastic Weather prool Backbox, Red (WPBB-R) Red, 12 or 24 VDC (NH-12/24-R) Specificalions and wiring intormation are provided ior information only and are believed to be accurate. Gamewell assumes no responsi- bility ior their use. Data and design are subiect to change without notice. Installalion and wiring inslructions shipped with the procjucl shall always be used for actual installation. For more information, contact Gamewell. Gamegrctl6 The Gamewell Company Voice (508) 231-1400 60 Pleasanl St. Ashland, MA 01721 Made in the USA 888-FtREBOX . (888) 3a7-3269 FAX (508) 231-0900 www, gamewell.co m Gamewell 2001 CS-2232 Rev. 1101-6 Page 2 TOWN OF VAIL 75 S.FRONTAGEROAD VAIL, CO 81657 970-479-2138 Job Address: Location.....: Parcel No...: Project No : Electrical----- -> DRB Fee------> lnvestigation----> Will Call-----> TOTAL FEES-> of*rru* oF coMMrrNrrY onvelo?^r NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: 360 E LIONSHEAD CR VAIL Status . . . STEIN-380 EAST LIONSHEAD CIRCLE, UNIT #8 Applied. . 210106406035 Issued. ")(? tC(. o{-tG -l Expires. 804-0138 &'U -o ('\ L : ISSUED : 08/1O/20O4 : 08124/2004 : 02120/2005 OWNER DOS BFS FAMILY PARTNERSHIP IO8/1,0/2004 SHEPARDS LN SANDS POINT NY 11050 License: Phone: CONTRACTOR ASCENT ELECTRIC P.O. BOx 2027 SILVERTHORNE, CO 80498 License: l-3 4-E ASCENT ELECTRIC P.O. BOy' 202'1 STLVERTHORNE, CO 80498 License: 13 4-E 08/I0/2004 Phone: 970-513-0053 APPLICANT 08/L0/2004 Phone: 970-513-0053 Desciotion: NEW LIGHTING AND KITCHEN Valuation:$8,000.00 s144.00 s0.00 s0.00 s3.00 s147.00 s14?.00 s0-00 s147.00 s14?.00 s0.00 Total Calculated Fees-> Additional Fees------> Total Permit Fee----> Paymerts-------------> BALANCE DUE----.> *t****t a:!:*:t***a,rr * *** a* | * * r,l * a';,a*'r *a,*,rt*** ** a,J a 'l a*:l:lt.t *r *tt*';t * 't,| Approvals: Item: 06000 EI-,ECTRICAL DEPARTMEI{T 08/10/2004JRM Item: 05600 FIRE DEPARTMENT Itar* t *:t +'| +*,rt * * r + {:} *:r:t ** *** * r * **.}r '}* * * 'l * * 'tlr t'}:t Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE CONDITIONS OF APPROVAL REQUIRED TO CHECK POR CODE COMPLIANCE. * **ir,** r t,]i!'l *,ta**'r * t:r * * *,r * *,r:a '* | *a'lt:t *:r *:r t *t** | *.4,* Action: AP a * * t * '* | * **,] | * rt + r 'r | ** a * * a * *:l * *li *,r r 'i t *::t r,l t *'ra * * t 't DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I a$ee 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 HOURS IN ADVANCE BY TELEPHONE A OFFICE FROM 8:00 AM - 4 PM. //t.,' SIGNATI'RE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER TOWNOFVAIL, COLORADO R040006497 AmounE.: Check Statement 5147.00 08/24/200403 :30 PM IniI: DDG NoEatsion: Ascents Electric Statenenc Nurnber : Patment Method: 2322 Permit No: 804-0138 t\4)e: ELECTRICAL PERMTT Parcel No: 210106406035 Site Address: 360 E LIONSHEAD CR VAII Location: STEIN-380 EAST LIONSHEAD CIRCLE, UNIT #8 This Palment:$14?.00 Tota1 Fees: TOIA]. ALL F'INT S : Balance : $147.00 $147.00 $0.00 ACCOIJNT ITEM LIST: Account Code EP 001"0000311_Ll_00 wc 00100003112800 Descript ion TEI{PORARY POWER PERMITS WU,L CAI,I, INSPECTTON FEE Current Pmts 144.00 3 .00 2149 (Inspections) MWNOFYAIL 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION Electrical Contractor:Aa.--.- G,e.^e.e - Town of Vail Reg. No.: ts..4 € Contact and Phone #'s: f)a^.nY 4^,*.'. \ro-otr \ E-Mail Address: Contractor Signature://,7/il/ COMPLETE SQ. FEET FOR NEW BUITDS and VALUATIONS FOR ALL OTHERS (Labor & Materials) AMOUNT OF SQ FT IN STRUCTURE:ELECTRICAL VALUATION: $ Contact Assessorc Office at 97O-328-864O or visit for Parcel # Parcel# -;,\O Job AddressqgC Filing: Owners Name: Detailed descriotion of work: L.C*,*-t.r.t WorkClass: New( ) Addition( ) Remodel ffi Repair( ) TempPower( ) Other( ) Does an EHU exist at this location: Yes ( ) No $()Work Type: Interior (f,) Exterior ( ) Both ( ) Type of Bldg.: Single-family ( ) Duplex ( ) MultFfamily X) Commercial ( ) Restaurant ( ) Other ( ) No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building: it for a hot tub: Yes Does a Fire Sprinkler System Exist: Yes ( ) No Does a Fire Alarm Exist: Yes ({) No ( ) oN LY* ********* *** * ** ********************* AUG 1v 2gg4 \WAil\dAtA\CdEV\FORIVIS\PERMITS\ELEC PERM. DOC 01t26i7m2 0 a MWNOF Amendment to the 1999 N.E.C. Town of Vail Ordinance 10-1-6. Overhead services are not allowed in the Town of Vail. Underground services have to be in conduit (PVC) from the transformer to the electric meter, switch and to the first electrical distribution circuit breaker panel. The main disconnect switch shall be located next to the meter on the exterior wall of the main disconnect structure easily a I o accessible. All underground conduits are required to be inspected before back-filling the trench. In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common walls and spaces are accepted. NM Cable (Romex) is not allowed in commercial buildings or structures exceeding three (3) stories. No use of aluminum wire smaller than size #8 will be permitted with the Town of Vail. TOWN OF VAIL ELECTRICAL PERMIT GUIDELINES 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 exterior 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 sbmped drawings are required. I have read and understand the above. Signature Date Signed If you have any questions regarding the above information or have additional questions, please contact the Town of Vail Electrical Inspector at97O-479-2147. The inspector can be reached on Tuesday, Thursday and Friday mornings between the hours of 8am and 9am. You may also leave a voice mail and the inspector will call you back. TOWN OF VAIL FIRE DEPARTMENP 75 S.FRONTAGEROAD VAIL. CO 81657 970-479-2135 VAIL FIRE DEPARTMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Job Address: 360 E LIONSHEAD CR VAIL Location.....: 380 EAST LIONSHEAD CIRCLE. UNIT #8 ParcelNo...: 210106406035 projectNo : _p RjOL{ _o6G-l OWNER DOS BFS FAMILY PARTNERSHIP TO8/L9/2004 Phone: SHEPARDS LN SANDS POINT NY 1_1050 License; Permit #: Status . . Applied. Issued . Expires . F04-0042 ISSUED 08/t9/2004 09/23/2004 CONTRACTOR ALL STATE FrRE PROTECTION, r08/L9/2004 Phone: 303-288-3901 6045 E 76TH *12 COMMERCE CITY CO 80022 I-,icense: 370-S APPLICANT AI-,L STATE FIRE PROTECTION, I08/19/2004 Phone: 303-288-3901 6045 E 76TH #1,2 COMMERCE CITY CO 80022 License: 370-S Desciption: INSTALL SPRINKLER SYSTEM Valuation: $4,000.00 *:* '* *,a *,a * a 'l a,*:lt:t*,* Mechan ical--> Plan Check--> Investigation-> Will Call---> S0 - 00 Restuamnt Plan Review-> 5350-00 DRBFee----------> s0 . 00 TOTAL FEES-----> s3 .00 s0.00 s0.00 s523 .00 s523.00 s0.00 ss23.00 s523.00 s0.00 Total Calculated Fees--> Additional Fees------> Total Permit Fe€-----> Pa)'rnents---------..'> BALANCE DUE------..> Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 09 /22/2004 rnvaughan Action: AP CONDITION OF APPROVAL Cond: 12 -!?-l-o-9-;]-;--llll:--lTf-|-T-9lT-9y-:--}I.l.-T*gY-l1-"'?-'T9'-9-']P-"r--T-9L-q'o-?-T--99y-|--"-1ilI9-."-'.**********,*.***|.,r:}:ll*|])|!*,l**+ DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances ofthe Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR IN ADVANCE BY TELEPHONE AT 479-2T35 FROM 8:00 AM - 5 PM. CTOR FOR HIMSELF AND OWNER ,^ffi1 75 S. Frontage Rd. Vail, Colorado 81657 APPLICATION WILL NOT BE ACCEPTED IF INCOMP LETE OR UNSIG Project #: TOWN OF VAIL FIRE SPRINKLER PERMIT APPLICATION Fire Sprinkler shop drawings are required at time of permit submittal and b)z a (min) stamp. actor. must include the following. Permit application will not be accepted ddtorLth is i nformation : #$i#ftffi"ctffi-k COMPLETE ALU TIONS FOR ALARM PERMIT (Labor & Materiats) Fire Sprinkler: $ Contact Building Permit #: Sprinkler Permit #: CONTRACTOR IN FORNIATION Fire Sprinkler Contractor:Town of Vail Reg. No.:Contact and Phone # s: Contractor Signature: counfy Assessors office at 970-328-8640 or visit www.eaqle-countv.com for parcel # Parcel# AV)\O r,^fr.O36 it - 'lsrqrN T Jonnddress:38Q E LroslSln=^o C\Rct-E \)NIT R Legal Description ll Lot: l] Atoct<: ll riting:Subdivision: Owners Name:Address:Phone: Ensin"e''PFRR\ vrnrruEw{T,H&ta v{u.ns n qr "non''caoa\4a6 cF Delailed Location of work: (i.e., floor, unit #, bldg. #) Detailed description of work: I Nsr-nrr* SPRrS\<r-ee, Svs.\-ela WorkClass: NewJX Ad ) Remodet ( ) Repair( )lggggf**,ffi Type of Bldg.: Single-fa rwoJamilyf lY*tllyt ) Other ( ) No. of Existing Dwelling Units in this building:!fl{0gf0m{*idittlir}Sr th is bui rdi ns : Does a Fire Alarm Exist:Yes ( )no pd qottt.trE:Qftiflflgl 9ystern_F.i"u Ycs ( ) Nc.f\ ) oo' Other Fees: Public W Permit Fee:RECEIVED r i, I 'l : Viril dnta cde\ l-OR\{S PER\llTS SpRKpER\.1.l)OC 0tto: ()::+ lo0: r**li'**r'1.1. **** * *a* *** ***** ** TOWNOFVAIL, COLORADO *I****l.*t(**{.*it**l.'l***'t'l'}i!*t'l* t i.+ * +*** *'i*** * +**t** * * ** ******** ***'|*****:*'*** *'i* StateNrent t *1.*l**:t l.*t*+{.*'t***t'****:t**i.***{.*'t**:t ***:t,t'****'1.{, Statements Nurnber: R040006?30 Anount; $523.00 09/23/200412:49 PM Pa)meDt Method: Check fnit : iIS Notation: #7572/aIL state fire protsectsion Permit No: F04-0042 Tlpe: SPRTNKLER PERMIT Parcel No: 2101054 05 03 5 Site Addreaa: 360 E IJIONSHEAD CR VAIL I.OCAEiON: 380 EAST I,IONSHE.AD CIRCI,E, T]NIT #8 Total Fees: $523.00 Thia Pa)ment: $523.00 Total AIJJ Prnts: $523.00 Balance: 90.00 +'|****:f'* * t*** * ** *** +**:| * ***** $* *,f **+* '|*+i l*** * * +* 'l'l** ** 'l * * * i {' + 'l ** a**+ +*'1"* ** * * * * ** ***** ***'llf ACCOTJNT ITEM LIST: Account Code Descriotion Cunrent Pmts BP OO1OOOO31111OO SPRINKLER PERMIT FEES 17O.OO PF 00100003112300 PLAN CHECK FEES 350.00 hrc 00100003112800 !{tLL CALL INSPECTIoN FEE 3.00 I I I ALL.STATE FIRE PROTECTION. INC. I 6045 E. 76rH AVE. #12, Comrnerce City, Co 80022 Phone (303) 288-3901 * Fax (303) 288-1936 FIRE SPRINKLER EQUIPMENT SUBMITTAL AND HYDRAULIC CALCULATIONS FOR Stein Residence Vail, CO V4dd'flft'{ dP,l STATE OF COLORADO DIYISIONOFFIRE SAFETY PLAN REGISTRATION FORM Date€ll,lQ{- ContractorRegistrationNumb", OOB Contractors Name Mailing Address zp code flC'OA& Telephone No. Name of System Test Signature Certification No.(Certified Fire Suppression Inspector) Jurisdiction Comments (for additional comments use separate sheet) Distribution: Original copy goes to Division of Fire Safety upon total completion of form. Copy to local fire department. Copy to contractor and copy to building owner uPon comPletion and sign-off. T I I I T t Concealed Pendent Sprinklers, FIat plate Series LFL Residential 4.2 K-tactor I ttlCO f TireaBuitdins I Products Direct Safes (Central): Tel: (800) 523-6512 I Fax: (215) 362-5385 Distribution Sales (q)m/Star): Tet: (800) SSS-SZS6 I Fax: (800) 877-1zgs Technical Services: Tel: (800) 381-9312 / Fax: (800) Zgt -SSOO' I I I I I I T I I I I I I General Description The Series LFll (TY2596) Residential Concealed Pendent Sprinklers are decorative, fast response, fusible sol- der sprinklers designed for use in resi- dential occupancies such as homes, apartments, dormitories, and hotels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The llat profile of the cover plate provides the optimum aestheti- cally appealing sprinkler design. In ad- dition, the concealed design of the Se- ries LFll (TY2596) provides 1/4 irrch (6,4 mm) vertical adjustment. This ad- justment reduces the accuracy to which the |xed pipe drops to the spnn- klers must be cut to help assure a perfect fit installation. The Series LFll are to be used in wet pipe residential sprinkler systems tor one- and two-familV dwellinos and mo- bile homes per NFen 13Dj wet pipe residential sprinkler systems for resi- dential occupancies up to and includ- ing four stories in height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The Series LFll (TY2596) has a 4.2 (60,5) K-factor that provides the re- quired residentialllow rates at reouceo pressures. enabling smaller pipe sizes and water supp ly requirements, The Series LFll (TY2596) has been designed with heat sensitivity and water distribution characteristics proven t0 help in the control of residen- tial firas and lo improve the chance for occupants to escape or be evacuated. The Series LFll (TY?596) Residentiat Concealed Pendent Sprinklers are shipped with a Disposable Protactive Cap. The Protective Cap is temporarily removed for installation, and then it can be replaced to help protect the sprinkler while the ceiling is being in- Page I of 4 - Vertical Adjustment: 1/4 inch (6,4 nrm) Finishes: Cover Plate: Flal White, Bright White, Chrome, or Custom Physical Characteristics:Body Brass Cap . . Bronze Saddle Brass Sea'ing Assernbly . . . . .... Beryllium Nickel w/ Teftont Soldered Link Halves Nickel Lever Bronze Compression Screw . Brass Deflector Bronze Guide Arm Frame Bronze Guide Arms Stainless Steel Support Cup Steel Cover Plate Copper Retainer Brass Cover Plate EJcction Spring Stainless Steel tDuPont Registered Trademark Sprinkler/ModeI Identitication stalled or finished. The tip of the Pro- tective Cap can also be used to mark the center of the ceiling hole into plas- ter board, ceiling tilos, etc. by gently pushing the ceiIng product aga inst lhe Prolective Cap. When the cetling In- stallation is complete the Protectjve Cap is removed and the Cover Plate Assembly insralled. WARNINGS The Series LFll (TY2596) Besidential Concealed Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- teclion Association, in addition to the standards ol any other authorities hav- itlg jurisdiction. Failure to do so may impair lhe integrity ot these devices. The owner is responsible lor maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manulacturer should be contacted relative to any questions. Number slN TY2596 Technical Data Approvals: UL and C-UL Listed. Maxlmum Working Pressure: 175 psi (12,1 bar) Discharge Coetlicient: K = 4.2 GPM/psilrz (60,5 LPM/bartrz) Temperature Rating: 1 60"F/71 "C Sprinkler with 135"F/57'C Cover Plate JULY, 2OO2 TFP44O I I I I I T t I I I I I t T I I t I t eage Z ol a Operation When exposed to heat from a fire, tho Cover Plate, which is normally sol- der€d to the Support Cup at three points, falls away to expose the sprin- kler Assembly. At this point the Deflec- tor supported by the Arms drops down to its operated position. The f usible lin k of the Sorinkler Assemblv is com- prised of two link halves thlt are sol- dered together with a thin layer of sol- der. When the rated temoerature is reached, the solder melts and the two link halves separate allowing the sprin- kler to activate and flow water. Design Criteria The Series LFll (TY2596) Flesidential Concealed Pendent Sprinklers are UL and C-UL Listed for Installation in ac- cordance with the following criteria. NOTE When conditions exist that are outstde the scope of the provided criteria, refer to the Residential Sprinkler Deslgn Guide TFP490 for the manulacturet's recommendations that may be accept- able to the Authority Having Jurisdic- Ilon. System Type, Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 138 are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum reouired discharge Irom each of the total nu m ber of "design sprinklers" as specl- fied in NFPA 13D or NFPA 13R For systems designed to NFPA 13, the number ot design sprinklers is to be the the four most hydraulically de- manding sprinklers. The minimum re- quired discharge from each of the four sprinklers ts to be the greater of the following: . The flow rates given in Table A tor NFPA 13D and 13R as a function of temperature raling and lhe maxi- mum allowable coverage area. . A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sorinklers. Obstruction To Water Distribution. Locations of sorinklers are to be in accordance with the obstruction rules ol NFPA 13 for residential sprinklers. Operational Sensitivlty. The sprin- klers are to be installed relative to the ceiling mounting surtace as shown in Fig ure 3. Sprinkler Spacing. The m inimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.9., maximum 12 feet for a 12 ft. x 12 ft. coverago area, or 20 feet for a 20 ft. x 20 ft. coverage area). Installation The Series LFll (TY2596) must be in- stalled in accordance with the follow- ing instructions: ,VOIES Damage to the fusible Link Assembly during insta ation can be avoided by handling the sprinklet by the lrame arms only (i.e., do not apply prcssure to the fusible link Assembly). A leak tight 1/2 inch NPT sprinklerjoint should be obtained with a toraue of 7 to 14 tt.lbs. (9,5 to 19,0 Nm). A maxi- mum ot 21 ft.lbs. (28,5 Nm) ol torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with conseouent leak- age ot impairment of the sprinkler. Do not attemDt to com)ensate for in- sufticient adjustment in an Escubneon Plate by under- or overlightening the Sprinkler. Beadjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be installed in the oendent oosition and with the centerline of the sprinkler per pendicular to the mounting surlace. Step 2. Femove the Protective Cap. Step 3, With pipe thread sealant ap- plied to the pipe threads. and using the W-Type 18 Wrench shown in Figure 2, install and tighten the Sprinkler/Sup- port Cup Assembly into the fitting. The W-Type '18 Wrench will accept a 112 inch ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protec- tive Cap helps prevent damage to the Deflector and Arms during ceiltng In- stallation and/or dunng appljcation of TFP440 Maximum Coverage Afea (a) Ft. x Ft. (mxm) Maximum Spacing Ft. (m) Minimum Flow (b) and Flesldual Pressure For Horlzontal Ceiling (Max.2Inch Rise for 12Inch Run) Minimum Flow (b) and Rssidual Pressure For Slopod Ceiling (Max.8Inch Rise tor '12 Inch Run) 160"Ft71'C Sprlnkler 't60'Fl71"C Sprinkler 12x12 (3,7 x 3,7) 12 (3,7) 13 GPM (49,2 tPr\,4) 9.6 psi (0,66 bar) 18 GPM (68,1 LPN4) 18.4 psi (1,27 bar) 14x14 (4,3 x a,3) 14 (4,3) 14 GPt\,1 (53,0 LPM) 1 1.1 psi (0,77 baO 1B GPN/ (68,1 LPM) 18.4 psi (1 ,27 bar) 16 x 16 (4,9 x 4,9) to (4,s) 16 GPIV (60,6 LPM) 14.5 psi (1,00 bar) 1B GP|V (68,1 LPM) 18.4 psj (1,27 bar) 18 x 18 (5,5 x 5,5) 18 20 GPIV (75,7 tPr/t) 22.7 psi (1 ,57 bar) N/A 20x20 (6,1 x 6,1) 20 (6,1) 24 GPM (90,8 LPr\4) 32.7 psi (2,25 bar) N/A (a) For coverage area dimensions less than or between those indicated, it is necessary lo use the minimum required llow for the next highest coverage area for which hydraulic design criteria are stated. (b) Fequiremenl is based on minimum flow in GPM (LPM) frorn each sprlnkler. The associated residual pressures are calculated using the nominal K-lactor Refer to Hydraulic Design Crileria Section for details. TABLE A NFPA 13D AND NFPA 13R HVDRAULIC DESIGN CBTTERIA FOR THE SERTES LF'r (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER T I rFP44o T I I I I t I t I I I T t I t t t Page 3 of 4 BODY (1/2"NPT) c^P ---= SEALING -- ASSEMBLY SOLDER LINK ELEMENT DEFLECTOR (OPERATED POSTTTON) SPBINKLER WRENCHING AFEA COMPRESSION SCREW SUPPORT CUP WIIH FOLL FORMED THREADS GUIDE ABM GUIDE ARi,4 FRAME SOLDEFI IABS (3) )LJ' \-J t_-. SPRINKLER/SUPPORT CUP ASSEMBLY THREAD INTO SUPPORT CUP UNTIL MOUNTING SURFACE IS FLUSH WITH CEILING RETAINER WITH THFEAD DIMPLES EJECTION SPRING COVER PLATSRETATNER ASSEMBLY FIGURE 1 SERtES LFil (TY2596) BESTDENTTAL CONCEAL E O P E N DENT SP RI N K LE B -=-. covER PLATE WFENCH RECESS ,Ar"t\"'/ i \l---'1 rr I ttl I lL.' PUSH WRENCH IN TO ENSURE ENGAGEi,riENT WITH SPRINKLER WBENCHING AREA FIGURE 2 W-TYPE 18 SPRINKLER WRENCH _ 2-1/2', DtA.SPRINKLEB. 1/4" (6,4 mm) THFIEADED ADJUSTMENT FACE OF SPRINKLER FITTING 1.7/8'i1/8' (47,6 mm r3,2 mm) MOUNTING SURFACE SUPPORT CUP ASSEMBLY OPERATED SPRINKLER COVER PLATE BETAINER 718" 122,2 mm) 1-1/8" (28,6 mm) COVER. SPRINKLER- RETAINER SUPPORI CUP ASSEMBLY ASSEMBLY .- 3.1/4' DtA _* (82,6 mm) ,,*,-r^- j )Rr cuP I j! OISPOSABLE TIP PROTECTIVE CAP DEFLECTOR IN OPERATEO POSITION FIGURE 3 SERIES LFII (TY2596) BESIDENTIAL CONCEALED PENDENT SPRINKLER INSTALLATION DIMENSIONS / PROTECNVE CAP / ACTIVATED DEFLECTOR I t I I I I I I I t I I I I I I T I .Page4ot4 the finish coating of the ceiling. lt may also be used to locate the center ot the clearance hole by gently pushing the ceiling material against the center poinl of the Cap. NOTE As long as the protective Cap remains tn place, the system is considered to ba "Out Of Service". Step 5. Afler the ceiling has been com- plered with the 2-1t2 inch (63 mm) drameter clearance hole and in prepa- ration for installing the Cov€r Plate As- sembty, remove and discard the pro- tective Cap, and verifv that the Def lector moves up and d6wn f reely. lf the Sprinkler has been damaqed and the Deflector does not move -up and down freely, replace the entire Sprin- kler assembly. Do not attemOt to moo- ify or repair a damaged sprihkler. Step 6. Screw on the Cover plate As- sembly until its flange comes in con- lact with the ceiling. Do not continue to screw on the Cover Plate Assembly such that it lifts a ceil- ing panel out of tts normal posttion. lf the Cover Plate Assembly cannot be engaged wilh the Mountinq Cuo or the Cover Plate Assembly cainot be en- gaged sufficiently to contact the ceil- ing. the.Sprinkler Filting must be repo- snoned. Care and Maintenance The Series LFlt (TY2S96) must be maintained and serviced in accoro- ance with the following instructions: NOTES Absence of an E;cutcheon plate may de.lay.the sprinkler operation in a lire sttuatton Betore closing a tire protection system matn control valve for maintenance work on lhe lire proteclion system wntch tt controls. permission to shut down tho affected fire protection sys- tem must be obtained lrom the proper authorities and all personnel who may be affected by this action must be n6- tified. Sprinklers which are found to be reaK- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be shipped or stored where the tempera- ture will exceed 100"F/38"C and thsy must never be painted, plated, coated, or otherwise altered after leaving the tactory. Modified or over heated spnn- klers must be replaced. Care must be exercised to avoio oam"age - before, during. and after instal- lation. Sprinklers damagod by drop.ptng. stnkrng, wrench twisvslippage. or the like, must be replaced. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vrces in compliance with this docu- ment. as well as wilh the applicable slandards of the National Fire protec- tion Association (e.9., NFPA 25), in addrtron lo the standards of anv other authorities having jurisdiction. The in- stalttng conlraclor or sprinkler manu_ facturer should be contacted relative to any q uesltons. NOTE The owner musl assure that the sprin- klers arc not used for hanging ol any objects and that the sprinkl6rsTre oniy cteaned by. means of gently dusting wttn a teatner duster: othetwtse, non- operation in the event of a lire or inad- vertent operation may result. It is recommended that automatic sprrnkler systems be in s pected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manulactured by Tyco Fire Products are warranted solelv to the original Buyer for ren (10) years agarnst defects in material and work- manship when paid for and properly installed and maintained undei normdl use and service. This warrantv will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war-ranty is given for products or components manufactured by compa- nies not atfiliated by ownershrp wrrn Tyco Fire Products oi tor oroducrs ano components which have been subiect to mrsuse. improper installation, coiro- sion, or which have not been installed, maintained, modilied or repaired in ac- cordance wlth applicable Standards of lhe National Fire Protection Associa- hon, and/or the standards of any other Authorities Having Jurisdiction. N4ate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products'sole option. Tyco Fire Products nerther as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire products shall not be responsjble for sorinkjer system design errors or inaccurate or rncomplete intormation supplied by Buyer or Buyer's representaiives. lFP440 IN NO EVENT SHAIL TYCO FIRE PBODUCTS BE LIABLE, IN CON. TRACI TORT, STRICT LIABILITY OR UNDEF ANY OTHER LEGAL THE. ORY FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQU ENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PFODUCTS' LI-ABILITY EXCEED AN AI\4OUNT EOUAL TO THF SALES PRICE, THE FOREGOING WABBANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPBESS OB IM P LIE D, I NCLU DING WARBANTI ES OF MERCHANTABILITY AND FIT- NESS FON A PARTICIILAR PUR- POSE- Ordering Procedure When placing an order, indicate the full producl name. Contact your local dis- tributor for availability.. Sprinkler Assembly: Series LFll (TY2596), K=4.2, Residen- tial Concealed Pendent Sprinkler with- out Cover Plate Assemblv, P/N 51- 122-1.160. Cover Plate Assembly: Cover Plate Assembly having a (spec- ity) finish for the Series LF (iy2596), K=4.2, Residential Concealed pen- dent Sprin kler, P/N (specify). Chrome p/N 56 122-9-135 Brighl While .... p/N 56,122-4-135 Flat Whrte . .... p/N 56-122.5-135 Custo.n ... .... p/N S6-122"X-13S Sprinkler Wrench: Specify: W-Type 18 Sprinkler Wrench, P/N 56-000-1-265. I TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, pennsvtvania 19446 I I I I I I Series LFII Besidential Horizontal Sidewall Sprinklers 4.2 K.tactor I ttlCO f TireaBuitdins I Products Technical Services: Tel: (800) 38'1.9312 i Fax: {BO0) 791-5500 ^-.r- l_- EENTRAL .- Cuslomer Servlce/Sales: Tel: (215) 362-0700 / (800) 523-6s12 Fax: (215) 362-538s I I t I I I I I I I I I I General Description The Series LFll (TY1334) Residential Horizontal Sidewall Sprin kle rs are decorative, fast response, f rangible bulb sprinklers designed for use in residential occupancies such as homes, apartments, dormitories, and hotels. When aesthetics and optimized flow characteristics are the major con- sideration, the Series LFlt (TY1334) should be the first choice. The Series LFll are to be used in wel pipe residential sprinkler systems for one- and two-family dwellings and mo- bile homes per NFPA 13D; wet pipe residenllal sprinkler systems for resi- dential occupancies up to and includ- ing four stories in height per NFpA 13R; or, wet pipe sprinkler systems for the restdential portions of any occu- pancy per NFPA 13. The Serles LFll (TY1334) has a 4.2 (60,5) K-factor that provides the re- quired residential flow rates al reouceo pressures, enabling smaller prpe sizes and water supply requirements. The recessed version of ths Series LFll (TY1334) rs intended tor use in areas wilh finished walls. lt employs a two-piece Style 20 Recessed Escurcn- eon. The Recessed Escutcheon pro- vjdes 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mml ol total adjustment from the flush mounting sur{ace position. The adjusf menl provided by the Becessed Es- cutcheon reduces the accuracy to which the pipe nipples to the sprinklers musl 0e cut. The Series LFll (TY1334) has been designsd with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occLrpanls to escape or be evacuated. Sprinkler/Model WARNINGS The Series LFll (TY1334) Besidential Horizontal Sidewall Sprinklers de- sctibed herein must be installee and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tectiorl Association, in addition to the standards ot any other authorities hav- ing jurisdictiotl. Failure to do so may impair the integrity ot these devices. The owner is responsible lor maintain- ing their fire protection system and de- vrces in proper operating condition. The installitig conlractor or sprh*ler manufacturer should be contacted relative to any questions. Identilication Number slN TY r 334 Technical Data Approvals: UL and C-UL Listed. Maxlmum Working Pressure: 175 psi (12,1 bar) Discharge Coef f icient: K = 4.2 cPM/psil/2 (60,5 LPM/barl/2) Temperature Rating: 1 55"Fi68"C or 175'F179'C Finishes: White Polyester Coated, Chrome Plated, or Natural Brass Physical Characteristics:Frame Brass Button . Bronze Sealing Assembly . . . . . Beryllium Nickel w/Teflonf JANUARY,2OO3 Bulb 3 mm dia. Glass Compression Screw . Bronze Deflector .... Copper f Dupont Registered Trademark Operation The glass Bulb contains a fluid that expands when exposed to heat. When the rated temperature ts reached, the fluid expands sufficiently to shatter the glass Bulb allowing the sprinkler to activate and flow water. Page I ol 8 TFP4l O t t I t t I I I I I t I I Page 2 of I I T I I I t Components: '1 " Frame 2 " Button Assembly 3 - Sealing Assembly 4 - Bulb 5 - Compression Screw 6 - oellector r * Temperature rating is indicated on top of Deflector. TOP-OF- DEFLECTOR 2-7l3',DtA. (73,0 mm) 7 t16' (11 ,1 mm) CENTERLINE OF WATERWAY 1/2'NPT END-OF- DEFLECTOF BOSS 1-5/8" (41,3 mm)ESCUTCHEON PLATE SEATING SURFACE 2'1l4', (57,2 mm)NE\J EJJEIJ FIGURE 1 SERtES LFil (TY1334) HES'DENTTAL HORIZONTAL SIDEWALL A/VD BECESSED HORIZONTAL SIDEWALL SPRINKLERS STYLE 20 hEUtrOOEU TFP4IO WRENCH RECESS (END'A'USED FOR TY1334) FIGURE 3 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS 'i._ _ ,:r- -J PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGUNE 4 W.TYPE 7 PECESSED SPNINKLEB WBENCH MOUNTING 7/1611/8" (11,1r3,2 mm) FACE OF SPRINKLER FITTING SUFIFACE..\ TOP-OF. DEFLECTOR CLOSURE TY1334 I 2-7/8" DtA. (73,0 mm) 7 /16', (11,1 mm) IVOUNTING --i PLATE I I ENO,OF. l DEFLECTOF I Boss I 1-3/8" (34,9 mm) |--_ -r 1* -lLL_1/8' (3,2 mm) 1-118" (28.6 mm) FIGUEE 2 STYLE 20 RECESSED ESCUTCHEON FOn USE W|TH THE SERTES LFil (Ty13U) R ESID E NTI AL HO RIZO NTA L S I D EW ALL SPRIN KL E B I t t I I I t I I I I I I I I I I I T TFP4lO Design Criteria The Series LFII (IY1334) Residential Horizontal Sidewall Sprinklers are UL and C-UL Listed lor installation in ac. cordancs with lhe following critsria. NOTE When conditions exist that are outside the scope ol the provided cnteria, refer to the Residential Sprinkler Design Guide TFP490 Ior the manufacturer's rccommendations that may be accept- abte to the local Authotity Having Ju- risdiction. System Type. Only wet pipe systems may be utilized. Hydraulic Oesign. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A, B. C. and D as a function of temperature rating and the maximum allowable coverage areas. The sprinkler tlow rate is the minimum required discharge from each of the total number of "design sprinklers' as specified in NFPA 1 3D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be lhe Four most hydraulically demanding sprinklers. The minimum required dts- charge from each of the four sprinklers is to be the greater of the following: . The flow rates given in Tables A. B, C, and D for NFPA 13D and 13R as a function of temperature rating and the maximum allowable coveraoe area. . A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulicatly de- manding sprinklers for the actual coverage areas being protected by the four sorinklers. Obstruction To Water Distribution. Locations of sprinkl€rs are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed with an end-of- deflector-boss to wall distance of 1- 3/8 to 6 inches or in the recessed po- sition using only the Style 20 Re- cessed Escutcheon as shown in Figure 2. In addition the top-of-deflector-to-ceil- ing distance is to be within the range (Ref. Table A, B, C, or D) being hydrau. lically calculated. Sprinkler Spacing. The minimum spacing between sprinklers is I feet (2,4 m). The maxtmum spacing be- tween sprinklers cannot exceed the width of the coverage area (Ref. Table A) being hydraulically calculated (e.9., maximum 12 feet for a 12lt. x 12lt. coverage area, or 16 feet for a 16 ft. x 20 tt. coverage area). Installation The Series LFll (TY1334) must be in- stalled in accordanc€ with the follow- ing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sorinkler held horizontalty, a smatl air'bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm). A leak tight 1/2 inch NPT sprinklet joint should be obtained with a torque of 7 to 14ft.lbs. (9,5 to 19.0 Nm). A maxi- mum of 21 ft.lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with conseeuent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over-tightening the Sprinkler. Readjust the p6sition of tlle sprinkler fitting to suit. The Series LFll Horizontal Sidewall Sprinklers must be installed rn ac- cordance with the following instruc- I|ons. Step l. Horizontal sidewall sprinklers are to be installed in the horizontal position with their centerline of water- way perpendicular to the back wall and parallel to the ceiling. The word "TOP" on the Deflector is to face towards the ceiling with lhe front 6dge of the De- flector parallel to the ceiling. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler frtttng. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ret. Figure 3). With referencs to Figure 1 , the W.Type 6 Sprinkler Wrench is to be applied to the wrench flats. The Series LFll Recessed Horizontal Sidewall Sprlnklers must be installed in accordance with the followino in- structions. Step A. Recessed horizontal sidewall sprinklers are to be installed in the horizontal position with their cent6rline of wateMay perpendicular to the back wall and parallel to the ceiling. The word "TOP" on the Def lector is to tace towards the ceiling. Step B. After installing the Style 20 Page 3 of 8 Mounting Plate over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W.Type 7 Recessed Sprinkler Wrench (Ref. Figure 4). With reference to Figure 1, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprinkler wrench {lats. Step C. Atter the wall has been in- stalled or the linish coat has been ap- plied, slide on the Style 20 Closure over the Series LFll Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the wall. Care and Maintenance The Series LFll (TY1334) must be maintained and serviced in accord- ance with the following instructions: /vorEs Absence of an Escutcheon Plate may delay the sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, Dermission to shut down the affected fire protection sys- tem must be obtained from the Dro)er authorities and all personnel who may be affected by this action must be no- titied. Sprinklers which are found to be leak. ing or exhibiting visible signs ot corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwisc altered after leaving the factory. lvlodi- fied sDrinklers must be reolaced. Sprinklers that have been exoosed to corrosive products of combustion, but have not operated, should be replaced it they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam. aged by dropping, striking, wrench twisvslippage, or the like, must be re- plac6d. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). The owner is responsible lor the in- spection, testing, and maintenance of their fire protection system and de- (Continued on Page 8) I T I I I I I T I I I I I t I I I Page 4 of I I I TFP4I O ELEVATION (a) For coverage area dimensions less than or belween those indicated, it is necessary to usc the minimum required llow lor the next highesl covcrage area lor which hydraulic design criteria are stated. (b) Width (backwall where sprinkler is located) x Length (horizontal lhrow ol sprinkler). (c) Requirement is based on minimum flow n GPM ILPM) from each sprinkler. The associated residual pressures are calculaled using the nominal K-lactor. Feler to Hydraulic Design Crileria Section tor detaits. (d) Sidewall sprinklers, whefe installed under a ceiling wilh a slope greater lhan O anch rise for a 12 inch run to a slope up to 2 inch rise lor 12 inch run, must be located per one of the following: . Locate the sprinklers at the high point ol the slope and positioned to discharge down the slope. ' Locate the sprinklers along ihe slope and positioned Io discharge across the slope. TABLE A NFPA 13D AND NFPA 13R HYDBAULIC DESIGN CRITERIA FOR THE SERTES LFil (TY1334) EESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLENS FOR HORIZONTAL CEILING (Maximum 2 lnch Rlse tor 12 tnch Run,t Maximum Coverage Area (a) Width x Lenglh lb) Fl. x Ft. (mxm) Maximum Spacing Ft. (m) Minimum Flow (c) and H6sidual Pressure Top-Of -Detlector- To- Ceiling: 4 to 6Inches (100 to 150 mm) Top-Of .Deflector- To- Ceiling: 6 to 12 Inches (100 to 150 mm) 155" F/68'C 175'Fn9'C 155"F/68"C 175'Fn9"C 12x 12 (3,7 x 3,7)(3.7) 12 GPt\4 (4s,4 LPr,4) 8.2 psi (0,57 ba4 12 GPM (45,4 LP|V) 8.2 psi (0,57 bar) 13 GPr!1 (49,2 LP|V) 9.6 psi (0,66 ba4 13 GPt\,4 (49,2 tPM) 9.6 psa (0,66 bar) 14x14 (4,3 x 4,3){4,3) 14 GPN4 (53,0 LPM) '11.1 psi (0,77 ba4 16 GPrVl (60,6 LPM) 14.5 psi (1 ,00 baO 17 cPM (64,3 LPM) 16.4 psi (1,13 bao 18 GPlV (68,1 LPM) 18.4 psi (1 ,27 bar) 16 x 16 (4.9 x 4,9)(4,9) 16 GPM (60,6 LP|V) 14.5 psi (1 ,00 ba4 16 GPN,| (60,6 LPrrr) 14.5 psi (1 ,00 bar) 1B GPM (68.1 LPM) 18.4 psi (1,27 bar) 1B GPM (68,1 LPM) 18.4 psi (1 ,27 bar) 16 x 18 (4,9 x s,s)(4,9) 19 GPM (71 ,9 20.5 psi (1,41 LPN4) oat) 19 GPtV (71 ,9 LPM) 20.5 psi (1,41 bar) 21 GPrVr (79,5 LPM) 25.0 psi (1,72 bar) 21 GP[,4 (79,5 LPN4) 25.0 psi (1,72 bar) 16 x 20 (4,9 x 6,1) 16 (4,s) 23 GPN,| (87,1 LPt4) 30.0 psi (2,07 baO 23 GPM (87,1 LPM) 30.0 psi (2,07 bar) 26 GPrVl (98,4 LPN,4) 38.3 psi (2,64 bar) 26 GPM (98,4 rPM) 38.3 psi (2,64 bar) I t t I I I I t t I I I I I I I I TFP4lO t I Page 5 of 8 MAXIMUM ELEVATION Maximum Coverage Area {a) Width x Length (b) Ft- x Ft. (mxm) Maximum Spacing Ft. (m) Mlnimum Flow (c) and Hesidual pressure (l) Two sprinkler design with the sprlnklers al the high poinr ot the stope and positioned to discharge down the slope. Top-Ot.Detlector" To- Ceiting: 4 to 6Inches (100 to 150 mml Top-Of-Def lector. To- Ceiling: 6 to 12Inches (150 to 300 mm) 155"F/68.C 175'Fn9"C 155"F/68"C 175'Fn9"C 12x12 (3,7 x 3,7) 12- (3,7) 12 GPM (45,4 LPt4) 8.2 psi (0,57 bar) I 12 GPi/ (45,4 LPM) 8.2 psi (0,s7 ba4 13 GPM (49,2 LPM) 9.6 psi (0,66 bar) 13 GPt\4 (49,2 LPM) 9.6 psi (0,66 baO 14x14 {4,3 x 4,3) 14 (4,3) 14 GPr\.4 (53,0 LPIM) 1 1.1 psi (0,77 bar) 14 GPM (53,0 LPIM) 11.1 psi (0,77 bad 17 GPr,/ (64.3 LPt4) 16.4 psi (1,13 bar) 17 GPM (64.3 LPlil) 16.4 psi (1,13 ba4 *,.l3Xll'r to (4,9) 16 GPM (60,6 LPt\4) 14.5 psa (1,00 bar) I 16 GP|VI (60,6 LPt\4) 14.5 psi (1 ,00 ba4 I 1B GPM (68,1 LPM) 18.4 psi (1 ,27 bar) 18 GPIM (68,1 LPNl) 18.4 psi (1 ,27 bar) 16 x J8 (4,9 x 5,5)(4,e) 1 9 GPtV (71 ,9 LPtVt) 20.5 psi (1 ,41 bar) 19 GPM (71 ,9 LPM) 20.5 psi (1,41 bar) I 21 GPi\,t (79,5 LP[/) 25.0 psi (1,72 ba0 21 GPl,4 (79,s LPM) 25.0 psi (1,72 bar) 16 x 20 (4,9 x 6,1) to (4,e) 24 GPM (90,8 LPN4) 32.7 psi 12,25 bat) I 24 GPI\4 (90,8 LP[,4) 32.7 psi (2,25 ba0 26 GP[,{ (98,4 LPM) 38.3 psi (2,64 bar) 26 GPIV1 (98,4 LP[.4) s8.3 psi (2,64 ba4 (a) For coverage area dimensions less than or between those indicated. it is necessary to use the minimum required llow lor the next highest coverage area lor which hydraulic design criteria are stated. (b) Width (backwatl where sprinkter is located) x Lenglh (horizontal throw of sprinkler). (c) Requirement is based on minimum flor,r in GPI/ (LPi,4) lrom each sprinkler. The associated residual pressures are catculated using the nominal K.factor. Reter to Hydraulic Design Criteria Section lor details,. NFIA 1rD AND NF+A rcriii;RBAuLtc DEstGN cRtrERtA REsTDENTTAL HoRtzoNrAL ",r[ff^liii;E'r;3:{!l[';3ti)"NrAL stDEWALL spRTNKLERs FOR SPRINKLERS AT THE HIGH POINT OF THE SLOPE AND DISCHARGING DOWN Tii SLOPE (Greater Than z lnch Bise for 12 rnch Run np To I rnch Rise for 12 tnch Fui)- t I I I I I I I I I t I t I t Pagb 6 ot 8 t I I t TFP4IO MAXIMUM Maximum Coverage Area {a) Width x Length (b) Ft. x Ft. (mxm) Maximum Spacing Ft. (m) Minimum Flow (c) and Residual Pressure (II) Two sprinkler d6sign with the sprinklers located along the stope and positioned to discharge across the slope. (IIl) Three sprinkl6r design when there are more than two sprlnklers in a compartment and with the sprinklers located along the slope.and positioned to discharge across the slope. Top-Of-oetlector- To- Ceiting: 4 to 6 lnches (100 to 150 mm) Top.Ot.Def leclor- To- Ceiling: 6 to 12 Inches (100 to 300 mm) 1s5'F/68"C 175"Fn9"C 't55'F/68'C 17s'Fn9"C 12x 12 (3.7 x 3,7) 12 (3,7) ll 16 GPlil (60,6 LPM) 14.5 psi (1,00 ba4 II 16 GPM (60,6 LPM) 14.5 psi (1,00 ba4 II 18 GPM (68,1 LPM) 18.4 psi (1 ,27 bao ll 18 GPN' (68,1 LPr,4) 18.4 psi (1,27 ba4 14x14 (4,3 x 4,3) 14 (4,3) II 16 GPt\4 (60,6 LPN4) 14.5 psi (1 ,00 ba4 II 16 GPIV1 (60,6 LPI\i]) 14.5 psi (1 ,00 bar) tl 18 GPM (68,1 LPM) 18.4 psi (1 ,27 ba0 ll 1B GPrVr (68,1 LPM) 18.4 psi (1 ,27 bar) 16 x 16 (4,S x 4,9){4,s) II 16 GPM (60,6 LPI\i1) 14.5 psi (1 ,00 bar) n 16 GPN4 (60,6 LP|V) 14.5 psi (1 ,00 bar) tl 1B GPN4 (68,1 LPr,4) 18.4 psi (1,27 ba0 !l 1B GPr\' {68,1 LPM) 18.4 psi (1,27 bar) 16 x 18 (4,9 x 5,s)(4,e) II 22 GP[4 (83,3 LP|V) 27.4 psi (1 ,Bg bao II 22 GPM (83,3 tPNi) 27,4 psi (1,89 ba4 II 22 GP|VI (83,3 tPtV) 27.4 psi (1,89 bar) II 22 GPM (83,3 LPM) 27.4 psi (1,89 bar) 16x20 (4,9 x 6,1) '16 (4,9) lll 23 GPM (87,1 LPt\,t) 30.0 psi (2,07 bad III 23 GPM (87,1 LPM) 30.0 psi (2,07 bar) ltl 26 cPM (98,4 LPM) 38.3 psi (2,64 bar) l 26 GPM (98,4 LPr\r) 38.3 psi (2,64 bar) ELEVATION (a) For coverage area dimensaons less than or between those indicated, it is necessary to use the minimum required flow lor the next highest coverage area for which hydraulic design crileria are stated. (b) Width (backwall where sprinkter is located) x Length (horizontal throw ol sprinkler). {c) Requirement is based on minimum tlow jn GPNI (LPM) lrom each sprinkler. The associaled residual pressures are calculated using the nominal K-tactor. Refer to Hydraulic Design Criteria Section for details.. NF,A tsD AND Nrro rt4ii1r"o.JLtc DE'TGN cRrrEBtA RE'TDENT;AL HoRtzoNrAL t,r[f,A[iiia1ei:{!t[';Stil"NrAL stDEwALL spRTNKLERI FOR SPRINKLERS LOCATED ALONG A SLOPE AND DISCHARGING ACROSS THE SLOPE (Greater Than 2lnch Rise for 12 lnch Bun up To 4 tnch Rise for 12 tnch Run) I I t I I I I t I t I I I I I t I I I TFp410 Page 7 ot I 12" (a) For covelage area dimensions less than or between lhose indicated, it is necessary to use the minimum requrred llow lor the ncxt highesl coverage area lor which hydraulic design criieria are stated. (b) Width (backwalt where sprinkler is located) x Length (horizontat lhrow of sprinkler). (c) Requirernent ls based on minirnum flow in GPI\, (LPM) lrom each sprinkler. The associated residual pfessures are calculaled using the nominal K-factor. Reter to Hydraulic Design Criteria Section lor detatts.. NF,A 13D AND Nrro ,t:iirt1:otlLtc DEstGN cRtrERtA REstDENTtAL HoRtzoNrAL t,"[ff^[:i;:E','3:{!J[';Stil"NrAL srDEwALLspFl/vKLEFs FOB SPRINKLERS LOCATED ALONG A SLOPE AND DISCHARGING ACAOSS iiE STOPE (Greater Than 4 rnch Bise for r2 tnch Run rJp To g rnch Rise tor 12 rnch Run) MAXIMUM ELEVATION Maximum Coverage Area (a) Width x Length (b) Ft. x Ft. (mxm) Maximum Spacing Fl. (m) Minimum Flow (c) and Besidual pressure (lII) Three sprinkler design when lhere are more than two sprinklers In a compartment and with the sprinklers rocated arong the slope.and positioned to discharge across ihe slope. Top-Of-Def lector" To. Ceiling: 4 to 6 Inches (100 to 150 mm) r55'F/68'C '175'Fn9"C 12x12 (3,7 x 3,/) 12 (3,7) l 16 GP[4 (60,6 LPM) 14.5 psi (1 ,00 bar) I 16 GPM (60,6 LPM) 14.5 psi (1 .00 bao 14 x 14 (4,3 x 4,3) 14 (4,3) lu 16 GPM (60,6 LPiM) '14.5 psi (1,00 bar) ln 16 GPM (60,6 LPNI) 14.5 psi (1 ,00 bar) 16 x 16 (4,9 x 4,9)(4,S) I 16 GPM (60,6 tPN4) 14.5 psi (1 ,00 bar) III 16 GP[/ (60,6 LPt4) 14.5 psi (1,00 baO 16 x 18 (4,9 x 5,5) 16 (4,s) N/A N/A '16 x 20 {4,9 x 6,1) 16 (4,e) N/A N/A I I I I I I I I I I I I I I I I I I Pagir I of 8 vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.9., NFPA 25), in addition to ths standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure thal the sprin- klers are not used for hanging ol any oblects and that the sprinklers are only cleaned by means of gsntly dusting with a teather duster: otherwise, non- operation in the event of a fire or inad- vertent operation may result. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualitied Inspection Service. Limited Warranty Products manufactured bv Tvco Fire Products are warranted sbleiy to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly Installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war-ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction: Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products'sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incom plete informatjon supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON. TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE. ORY FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEOUENTIAL DAMAGES, INCLUDING BUT NOT LII\4ITED TO LABOF CHABGES, FE. GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIFE PRODUCTS' LI.ABILITY EXCEED AN AMOUNT EOUAL TO THE SALES PRICE. THE FOBEGOING WABBANTY IS MADE IN LIEU OF ANY AND ALL OTHEB WARRANTIES EXPBESS OR IM PLI ED. INCLU DING WARRANTI ES OF MERCHANTABILITY AND FIT. NESS FOR A PARTICULAR PUB. POSE. TFP4IO Ordering Procedure When placing an order, indicate the full product name. Contact your locat drs- tributor for availability.. Sprinkler Assembly: Series LFll (TY1334), K=4.2, Besiden- tial Horizontal Sidewall Sprinkler with (specify) temperalure rating and (specify) f in ish, P/N (specify). 155"F/68 C or Chfome Plaled 155"F/68'C . .. . . P/N 5l-211-4-155 . P/N 51-211-1-155 P/N 51 211-9-175 P/N 51 211,9-155 Whrle Po{yester. 155'F/68.C Natural Brass. . 175"F179"C ol Chrome Plated 175.F/79"C White Polyester. .... . p/NSi2114-175 t7 5"F/19"C Naturar Brass. .. . . . . .. . p/N 51-2t t-t-175 Recessed Escutcheon: Specify: Style 20 Flecessed Escutch- eon with (specify) finish, P/N (specify). 1/2" (15 mm) Style 20 Chrome Plated .. l/2" (15 mnt Style 20 Whrte Color P/N 56-705-9-010 Coated.... P/N 56-705-4-Oi0 1/2' (15 mm) Slylo 20 Bright Brass Coaled.P/N 56,705 2-010 Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrencn. P/N 56-000-6-387. Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 . I TYCO FIRE PFODUCTS,451 North Cannon Avenue, Lansdale, pennsylvania 19446 I I I I I I I I I I I I I I I I I I I The-ceppet Tabe Hanclbook Technical Data: Tables Table 2c. TYPE M - Dimensions and ph Churscteistics Technical Data: Tnble; Tl 4 Cs p pcr - Iu-b-e E a n d tr o o h Noninal or standard size, inches Calculated values (based on nominal dimensions) Weight l Weight oftube ll oftune & ::*" I :rr pounds ] pounds per I per linear ft. I linear ft. Contents of tube pcr linear ft .204 )t .314 .0s8 ll 3.17 6.125 ll 5.881 r1.617 file://C:\WINDOWS\DESKTOp\copper submittals\copper tube type M. htm s^3/98 I I t I I I I I I I I I I I t We C,olPet frt b e H -qaelLo o k Technical Data: Tnbles I I I I Allowances are for strcamlined soldered frttings and recesscd rhreaded fittings. For tlueaded fittings. double the allowance sh6wn on the table. The equivalent rengths presented above are based upon a c factor of 150 in the Hazen-wilriams friction ross formula. The lengihs shown are rounded to the nearest half foot. Technical Data: TgbLet Tfu -e_ d p pp e r Lt b e,Hgad b o o k Tabf e 5. Type M - ^Pes sure loss in jittings and valves expressed in valent Straight run '! \ 1s lt 15.5 fi le;//C:\WINDOWS\DESKTOp\copper submittais\copper fittings.htm 6/v98 I I I tRo '!. ' ,,r-.iI|IBC( l coRoNA, cA (909)73?-5599 I I I I I I I I I Fig.98 Rod Stiffener Sze Rang+Secures 3/8 thru 7/8 inch hanger rod. Material - Carbon Steel. Funcfiorl-Secures channel to hanaer rod for vertical seismic bracing. Frnish-El ectro G alva ni zed. Q rder By-F igure num ber. Nofe-Available in HDG finish or Stainless Steel materials. Fig.99 ROD SIZE MAX. REC. LOAD LBS. FOR SERVICE TEMPS 650'F 750'F 3/8 1t2 5t8 610 I 130 '1 810 540 1010 16'10 3t4 7t8 2710 3770 2420 3360 All Thread Rod Cut To Length Size Range--318 thru 7/8 inch rod in 1 inch increments. Material - Catbon Steel. Maximum Temperature-7 50"F . Finrsh- Plain. Order By-Figure number, rod diameter, rod length, and finish. wote-Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Fig. 100 I I T I I I I Sze Range-3/8 thru 7/B inch rod in 10 foot lengths. Material - Carbon Steel. Maximum Temperatu r+7 50'F. Flnlsh- Plain. Order By-Figure number, rod diameter, and finish. i/ofe-Available i n Electro- Galvanized and HDG finish or Stainless Steel materials. All Thread Rod Full Lengths 1 1-1t4 1-112 MAX. REC. LOAD LBS. APPROX. FOR SERVICE TEMPS WEIGHT 650'F 750'F PER 100FT. ROD stzE 1t4 3/8 112 240 610 1 130 215 540 1010 29 53 5/8 3t4 7t8 1810 2710 3770 1610 2420 3360 84 tzJ 169 4960 8000 11630 4420 7140 10370 222 360 510 -71- ^4.AA'. r!IUU INCOSPORATED coFoNA cA. (909) 737-5599 FtG.202 COPPER TUBING RING HANGER Size Range - 7/2 thru 6 inch copper tubing. Ivlaterial - Carbon Steel Function - Light hanger with swivel nut for adjustment after installation. Approvals - Conforms to Federal Specification WW-H-171E, type 10, I/2 thru 4 inch, and Manufacturers Standardization Society SP.69, type 10. Finish - Copper-Plated Order By - Figure number and nominal tubing stze. t PrPE RoD srocK H# itg,E?+srzE slzE j__ I c __612r'- r_oAo Lss. FiL"dj Il2 3/8 3-1i8 2-3i4 I.I/2 16ga x 5/8 400 11 3/4 3/8 3.V8 2.5/8 1.V4 'ldsa x 518 400 11 t t,, 3-1/8 2,1 2 i l6ga x 5/8 400 12 1.1/4 318 3"7/4 2.1/2 1 16sa x 5/8 400 13 1.112 3/8 3.718 3 l-1,14 i6ga x 5/8 400 14 2 3/8 4"1/2 3 3/8 1-L/2 16ga x 5/8 400 t5 2-l/2 3i8n 5-I/2 4.3/8 2 tlsa x r.3/16 600 40 3 1/2 6,SlA 43/4 2 t4sa x 1.3/16 600 45 3-Il2 U2 6 ZIA 4.112 l-I/2 14sa x 1.3/16 600 52 4 7/2* 7.3/8 5-1/4 2 llgaxt"tlA 1250 b9 5 5/8 8.3/8 s.3.4 2 r2sax|.I/4 1250 97 6 518 9-1/2 6-slA Llft tlsaxL-t/A 12s0 139 ' 2-1'2" Cf iilled with water weighs les6 rhan A" lp lill€d with water,4', CT less rhan 3-1r2,, Ip with warer.2-l'2" CT availabl€ with l/2" thr€ad and 4" CT a,,,ailable with 5,,8,' ahread for Governmeni Soecs. I I lFEECA DOUBLE CHECK ASSEMBLY @ BACKFLOW PREVENTION t I t I I I I I Characteristics Physical Properties Srze of Mainline Max. Working Pressure Hydrostatic Test Press. Temperature Range End Connections Materials Main Valve Body Coating Shut Off Valves Trim Elastomer Discs Spring Clamp Application Non-Health Hazard Options U.S. Patent No. 4.989.635 2112",3, 4",6", 8", 10' 17s PSI (1200 KPa) 350 PSI (2400 KPa) 32o F to 140o F (0o C to 600 C) Flanged ANSI 816.1 Class 125 Ductile iron Grade 65-45-12 Fusion epoxy coated internal and external, AWWA C550-90 NRS resilient wedge gate valves AWWA C5O9 Bronze EPDM Stainless steel AWWA 606 MODEL 850 DOUBLE CHECK ASSEMBLY Agency Compliance . Approved by the Foundation for Cross Conneclion Control and Hydraulic Research at the University of Southern California. - 2'1,. ,8'(Horizonrat & Verticat Up) . ASSE ( Std. 1015) - Z.D' . B" (Horizontat & verticat Up). 10" lHorizontal) . ANSI/AWWA (C510-89) - 21t'".8" (Horizonrat &Verricat UD). 10" (Horizontal) . CANiCSA (864.5) - 2,/," - B" (Horizontat & Verticat Up) . cUL - 2'l?'- 8" (Horizontal & Verlicat Up) . FM Approved. - 2'tz" - B" (Horizontal & Verticat Uo) . UL Listed- - Z,tz" - B" (Horizontat & Verticat Up) ' Less gales nol FM approved. Less gates not UL listed unless installed with UL listed gate valves E uurv os&y RW Gate varves E Wye - Strainer I I I I I I I I T Model850 Flow Curves ti) 21/2" and 3" 6" l/inimum Refer io Local Codes U 3 -9 t,|. 160 t5 - - 10 J (!- r 0 tc a (I " ln o J o r 6 9ro a J u5 I 0 4"and 4OO GPM 6" 1600 8" 2OOO GPM and 10" MODEL 850 VERTICAL INSTALLATION 2000 4" CNNN GPM mAsEHR" i l I c I I I T lr A I I T I I t/, \ -.\"i- \ \ rtr)@€,if.O (, B_ Dimensions and Weights (U.S. - Inches) SIZEABC'DGH 2tlz' 40.,4 zs't' 1tt"- lo - 41l ?%3" 41tla 2551a iZlla l0 4,h 7!lp. 6" 56 3431,, 18% 1231a 61/a 911a NET NET (lbs.) (lbs.) !!E!___999!199 203 2't1 213 288 312 450 494 711 773 980 1080 NET NET (ks) (ks) 8" 65 414, 23,t2 155/s 7 10" 72tle 46310 27,t2 155/s 9 1 1Ya 123 a (Metric - MM) I S|ZE A B C' p c 65 1035 05 647.70 320.68 254 o0 .114.30 80 1063.63 650.88 327.O3 254.00 114.30 I 100 1174.75 711.20 365.13 2s7.20 139.70 I 150 1422.40 882.65 479.43 323 90 t65.10 - 200 1651.00 1060.45 596.90 396.88 177.80 250 1844,68 1177.93 69S.50 396.88 228.60 | ;H:l J;:ff';.11'J""'",,. ", H NRS Q94Y 180.98 90 92 187.33 96 97 206.38 131 142 250.83 204 224 282.58 323 351 314.33 445 490 Allowances musl be made for normal manufacturino tolerances. Model850 850 Top View Materials of Construction ITEM DESCRIPTION I,4AIERIALS lTElil DESCRTPIION MATEFIIALS Body A536 cR 6s,45-12 Pipe Plug calv. Steel Bushing (2 /, -4 only) Brass 2 Cover 4536 cR 65-4S-i2 2.1 O-Ring EPDM ASTM D2000 2.2 Cap Screw ptatsd Sleel 2.3 Hex Nul ptated Steel 3 S€ar Ring 8584 A cy C83600 3.1 Gasker EPDM ASTM D2000 4 Arm B5A4 A oy C83600 4.1 Bushing-Swing pin Acetal Resin 4.2 Swing Pin 304 SS 5 Rerarning Ctip 3OA SS 5.1 Retaining Ctip 302 SS 6 Check Disk Assy EPDM Coated cR. 45 Duclile lron with 7 Load Pin 304 SS I Lwr Spring Retnr 8584 Altoy C83600 I Spring Slem 304 SS 9.1 Elastic Stop Jam Nut 1g-B SS 10 Spring A3t3 Type 631 SS 11 Spring cuide 8130 A oy C22O0O 12 Upr Spring Retnr B5B4 Altoy CB360O 12.1 Bushing-Spr. Stem Acetat Flesin 13 Pivot Beaflng BSB5 AIoy C8g60O 14 Flange Gaskel RubbeTFabric 15 Bearing Socket Acelal Flesin 16 Hex Jam Nut i8.B SS 17 Washer 302 SS 18 Flange Nut ptated Steel 18.1 Flange Nut ptated Steel 19 Cover A36 Stt Epoxy Coaled 24 Bolt plated St€€l 24,1 Washer plated St€el 25 Bo[ ptated Sleet 26 Gasket EpDt\,l ASTM D2000 35 O-Ring EPDM ASTM D2000 35.1 Back-Up Fling Acstat Resin 36 Cover BS84 A oy C83600 40 Ball Valve 8584 AIoy C84400 GAIE VAIVE AWWA C5O9 ld Plare 836 A oy C26OO0 Drive Screw SS Clamp AWWA 606 (10" Only, Nol Shown Above) FEBCO Backflow preventlon lPO. Box 8O7O ' Fresno, CA 99747-8070 T59 252-0791 . Fax: 559 453-9OgO . www,cmblnd,com . www.FEBCOonllne,com SS850 O2lo1 Copvdahl 2OO1 CMB Indu6rrtes Inc CMB Industiles, lnc. A United oomlnion Company rorl .|n^r ar- --:/.: - r p.l 303 -933 -5904 Rug 16 04 ll:564 Je.ss I e Reses Hydroulics BFPE P.O.BOX 1068 WESTMINSTER, COLO Sheet Daslgner: Colc By: Dote: JR JR 6/15/Oq Summory Stgrrrcr D;2norrrlcs CoFporcrllan l, T I I il I I t I ,l 'l I I I I I I I ,l Proiect Inforrnotion STEIN RESIDENCE UNIT 8, LODGE AT LIONSHEAD 38O E LIONSHEAD CIRCLE VAIL, COLO Contract No: Building: Svstcr I0! Ref. Drauing Nor Construction: 0ccupancg: AulhorllF NFPA 13R 0 4 -0506 c0No0tlINIUrl UET Fpt NON-CONBUSTIBLE RESIDENTI6L Hydroulics Informqtion Dernond... Spr Req'd Pras: 96.00 PSI Spr RaCd Flow: 79. l0 GPll Add'l Flowr: O-00 GPm Hose ot Srca: l0O-00 6Pn Told Flow: 179.10 GPtl Totol Pres: 96.09 PSI Stotlc Elov: 0.O0 Fr Supply... Woter Bow Test Stotlc: 135.00 PSI Raslduolr 70.00 PS t Oly Flowlng: 360.00 GPll Elavoilon: 0.OO Ft Doic:-------- Tlma:-------- By: CONTRACT0R Purnp Doto Rotad: (NA) PSte (NA) GPn Boost Pros: (Nfi) PSI Dlschorga Pres: (NA) PSI Dischorge Flow: (NA) GPll Comblned Sfotlc: (NR) PSI Raslduol: ( NR) PSI Ot), Flowing: (NA) GPn Avofloble... ") ,32.09 pSiO 179. lO Gprl F) 96.08 psIS 727.25 6Pn Morgln... Pressurc: 36.0I PSI Flow: 519.65 6Ptl System Informotion Syst m Typ.: UEI . Hydroullcs Design Criterio Danslty: 18 GPII zSqFr Ramoia Arso: .IHDS SoFr Sprlnkler Cov6roge: 16x 16 SqFl Deslgrr Stondord: NFPA l3R Hczord: RESI0ENTIAL Flgrrre: Curve: Sprinklers / Nozzles Monufocfurer: TYCO Model: LFII ( TY2595) Slze: I z2 K-Foctor: '1.2 Temparofure Rotlng: I 55 ffi.ry '.7r ttntt * Wm,i;$ Dletrtht let2. Al Bohlr t xrvrd 77OO Hyd?olullca P. ?"304*s33 - 5SO4 Hug 1.6 O4 I l.: 56a-Je.sgi,e. ReUes T I E o.(9 ct o ci \o g, Bc,O EEE iEse a3d;O--N f nc . Eg e o 9t6 E t;ne >r e qrJ > <n d.v c. o_o L o !c o E o a E-o. d o o N N I I I I @ J J z lrj t-(t, z lr. I I I I I I I t I EEEE e8B: o;dds;N oN (y a U'cL tt o @ ct@ \OY :o) 3 I]tr-PTB",E E9U 3 3":; c bT- 5 bi96" ? i5sI 6,*E 3 g a o cl !o lcl .l cl l('l l.f 1rlt ct Ue zo rJo O.n 6g H'z6 LJ=Fc,f,.vl I I c:B98R= SBBREBESR=EBBRSBE (\ (! .\ C.| Gl a\l I I t (66) a.rrre:g flug lG 04 l.t:56e Jessi.e Reves 303-933-5904 p.3 I I SUBTTITTAL SERIAL NO:2O16HY1 O5-L5-20O4 PAGE r I SIEIN RESIDENCE FN: STEINI.iLS.HYD T IODGE AT I.IONSHEAD, T'NIT 8 38O E LIONSHEAD CTRCLE VAIL, @IORADO I IJVTNG ROOI.I I FI,o?I TEST RXSULTS water supply STATIC 135.OO PSr F.ESIDUAI 7O.OO PSI E 95O.OO GPM CITY PRESSURE AVAIIABLE AT ]-79.1 GPM 132.09 PSI SUMMARY OT SPRINKT,ER OIITFIOWS ACT{'AL MINIMUM SPR FLoW FLOW K.FACTOR PRESSURE to1 2L.63 18.00 4.20 26-53 to2 20.23 18.00 4.20 23.19 r03 ]-9.24 18.00 4.20 20.98 L04 18. 00 18. 00 4 -20 18. 37 TOTAL WATER RIQUIRED FOR SYSEEI,I ?9.10 GPU 100. oo GPI{ 179.10 GPl,l 96.08 PSI I I I I I r ouTsrDE HosE STREAUS AT o I TOTAL WATER RBQUIREI.IENT I PRESSURE REQUIRED AT O MAXIMTIM PRESSURE UNBAI.ANCE IN I,OOPS O^OO PSI I uAxrl.flm vgr.oclry rN prpgs C5:6Ff@ T I I T I I I I I I I I t :; Rug 1.6 O.l 1l:57a Jess i e Reues SUBMITTAL SERTAL NO: 2016HYI STEIN RESIDENCE I.ODGE AT LIONSHEAD, UNIT 8 38O E I,IONSHDAD CIRCTE VAIIJ, COIPRADO LIVING ROOM Location Flow in FTOM TO GPII{ 2L LO4 Q 18.00 20 2r o 18'OO FN: STEINLLS.HYD rittings Equiv & Iength Devices Ft L 0.50 F=E F 2.OO T 2.50 L 12.00 F=0 F 0.0o T 12.00 303 -933 -5S04 c=150 Pr PE 0.2807 PF C-l-sO PT PE o.2645 PF PT 0. s0 C=L50 2-O0 2.50 0.3078 11-66 C=15o o. oo 1L.65 0.3078 0.50 C=l-sO 3.00 3.50 0.3486 2.33 c=150 PT 0.00 PE 2-33 0.0855 PF 2.66 C=15o FT 0.00 PE 2.66 0.3284 PF 8-66 C=l5o PT 5.O0 PE 13.66 1. 0659 PF Friction Pressure f,,,OSs SUmmary PSI,/FI PSI C-l50 PT 18.37 (Lo4)PE -O.22 0.248L PF 0.62 C=15o PI 18.77 ( 2I) PE O.00 0.2481 PF 2.98 PT 2L.75 ( 20) p.4 06-L5-2004 PAGE 2 2O.eS (103) -o.22 o.98 2r.7 4 ( 20) o. 00 5.65 2s.3e ( 17) 23.19 (102) -o.22 o.77 23,74 ( Lgl o. oo 3 .59 27.33 ( 22) 26-53 (101) -o.22 L.22 27.53 ( 18) 27.33 ( 22' o. oo o.20 27.53 ( 18) o. 00 o. 87 28.40 ( 17) 0. 00 14. 56 Plpe Slze IN o.81L DR o.811 BN PT PE PF PT PE PF vr PT PE PF PT T F=T F T L7 I I I t I I I I I I t T I I 20 103 a t9.24 L7 20DQ 18.OO o 3?.24 19 102 20.23 20.23 l8 101 21. 63 18 22 L 0.50 F=f F 3.00 T 3.50 L 17.16 F=T/E F s. o0 T 25.L6 6r"\-/ o 20.23 2L.63 4t .86 37.24 79. 10 0. s]"1- DR L. 0s5 BN 0.811 DR 0.81r BN 0. 81r DR 1. 055 BN 1.055 BN 1.055 FM1 F=E !'=O F=0 F=0 FlrT L F T L r T a 18DQ o 16 17@ o 1)r r t F T L F T ' I 16) 15) 13) L2) 11) 10) e) 7) 6' 5) 3) t I I I I t I I I I I I I I I I I t I Fug 1.6 O4 Lt.:S?e.Jesgie Reves 303-S33 -5904 P.5 06-15-2004 PAGE 3 Pipe Fittings Equiv Friction Pressure size & Length l-oss Sunnary IN Devices ft PSI/FL PSI 1.055 L 4.33 c=L50 PT 42.96 ( F-T l' 5.oo PE 0.oO FML T 9.33 1.0659 PA 9.94 t.291- L 5.25 C=15O Ft 52.90 ( F=E f 3.O0 PE 0.OO 3![l r 8.25 0.3988 Pr 3.29 1.291 L 3.00 C=150 PT 56.L9 ( F=T,GV'E/GV'CV F t9'00 PE I.3o rlilL T 22 -OO 0.3988 P!' 8.77 2.154 L 7.O0 C=12O PT 66.26 ( F:O F o.o0 PE 3. 03 FM r 7.00 0.049s PF 0.35 2.L54 L 10.00 C=120 PT 69.64 ( F=E F 6.00 PE 4.33 FU T 16.00 0.0498 PF O.80 2.1.54 L 102.83 C=L2O P|t 74.77 ( F=28/E F 18.00 PE 0.00 FI{ T 120-83 0.0498 PF 6.02 2.L54 L 8.00 C=12O PT 80.79 ( F=TTGVTCV F 27.00 PE 3.47 FR T 35.00 0.0498 PF L-74 4.260 L 2.00 C=120 Pr 86.00 ( F-O tr' 0.00 PE o.0O FR T 2.00 0.0018 PF 0,00 4.260 L 2.0o c=120 Pf 85.oO ( F=O f' 0.0O PE O. OO FR T 2.OO 0.0018 PF O.OO Pt. 86. 0o (PE O.00 PF O.OO Hr 86.00 (PE 13.87 PF 0.00 SUBUITTAI' SERXAL NOI 2016lilfl STEIN RESTDENCE FNT STETNLI,s.HYD LODGE AT I-,IONSHEAD, t'ilIT 8 380 E I,IONSHE,AD CIRCLE vArL, coroteDo T.IVTNG. ROOM Iocatlon Flotr ln From To GPM 1.5 16 Q 79.10 13 15 o 79.10 L2 13 Q 7e.10 lL t2 Q 7e.10 10 1L o 79. t_o 910 a 7s.10 79 a 7e.10 7 Q 79.10 6 a 79.r0 COHMENID: BACKI'IPW PREVENrER L,OSS = ELEVATION I,osS 3 5 4-260 L 2.00 C=l*2O a 79.to F-0 F 0.00 FR T 2.O0 0.0018 4.026 L 32.00 C=999 Q ?9.10 P=0 F o. o0 FR T 32.00 0.0000 COUIIENT3, BACITFI,oW PREVENTER. I,,oSS = ELEVATION. I.OSS f,ug 1.6 O4 l1:5?r Jcasic Reves SUBIIIITTAIJ SERIAL, NO: 2016HY1 STEIN RESIDENCE IODGE. Af,. IJONSIIEAD, I'NIT 8 38O E IIIOI{SHEAD CIRCIA vArL, cor,oB,aDo LIVING. ROOT.T Location Flow in From To GPU L2 Q 79.10 01 Q ?9.10 3O3-9-33.:590!r p.6- 06-15-2004 PAGE 4 FN: STEINI"LS.HYD Eouiv Friction Pressure r,6nsth LoEs summary Ft Psr/Ft Psr L 1.o0 c:L2o Pf 99.87 ( 2)F 20.00 PE O,22 I 21-00 0.oo24 PF 0.05 L I.4O.OO C=14O Pr LOO.14 ( 1)F 54.00 PE -4.33 T 194.00 0.0013 PF 0.25 PT 96.06 ( O) Pipe Fittings Size &IN Devices 4. 026 F-T FR 4.24O F=T, GV, Erl28 UN I :l I I I I I Aug 16 O4 1t-:.5,7a Jersie- Rece.s. 3O3.-93.3.-59O.t p.? I I 4qlrLrliRy SUBUITTAL SERTAL No:2O16Hyl 06-15-2004 PAGE 1 ,l STEIN RESTDENCE N: sTErNLrg.HyD FIOW TEST R5SUI,TS I water suppry I STATIC 135.OO PSI RESTDUAt ?O.OO PSr e 960.00 GPl,r I crry pREssrrRE AvArraBLB AT r.3z.g cpu 133.33 psr I SUM}IARY. OF SPRINKIER OUTFLOWS I AcruAL MTNTMUM I SPR FI..OW FIOW K-PACTOR PRESSURE r zOL 16.83 16.00 4.2O 15. 05 : I 2o2 16-00 15.00 4.2o t4.st ;- TolrAL wATER REQuTRED FoR sysrnu 32.s3 cpM ,l ouTsrDE HOSE STREN{S AT O roo.0o cp!{1l TOTAIJ WATER nEQUfRE!,ENT 132.s3 cprd i PRESSTRE REQUIRED AT O 69.08 PSI I MAxrl,ruu pREssuRE uNBAr.aNcE rN r-oops o-00 psr I MAXIMUU VELOCITY IN pIpES 20.39 FpS : I I I I I I I :il I I I I I I t I I I I t I I I t I T I Rug 16 04 lt:58a Jessie Reyes FRO!.! TO F.IOW AgXILIARY SUBI.{IfTAL SERIAIJ NO: 2O16HYI STETN RESTDENCE FN: STEINLL9.HYD 303-933 -590,+p.8 06-15-2004 PAcn 2 20L 202 24 2a7 23 24 22 23 18 22 t7 18 L5 L7 1.5 x6 t_3 l-5 t2 13 It t2 10 11 910 79 67 56 3 2 1_ 0 l_6. oo 4.75 32.83 3.25 32.83 9 . o0 32. A3 7 .75 32.83 2.33 32.83 2.66 32.A3 8,66 32.83 4.33 32.83 5.25 32.83 3.OO 32.83 7.OO 32.83 10.00 32.83 102.83 32.83 8.00 32.83 2.oo 32. S3 2. 00 32.83 2.00 32.83 32.00 32.83 1.00 32.83 140.00 o.8LI BN 0.81.1 Btf 0.811 BN 1.O55 BN r.. 055 BN r.. 055 BN 1. Oss Ft{L 1. O55 Ft{I.l. 291 tul 1.291 rM1 2.154 F!!2.1s4 Fl{2.154 Ft't 2.154 FR 4.260 r.R 4.260 FR 4.260 FR 4.026 FR 4.026 rR 4.280 UN 0.200 0.oo o,754 0. O0 o.754 3.90 o.209 0. o0 o.209 0.00 0.209 0. oo o.209 0. oo 0.209 0.o0 0.078 0.00 a,o7a L.30 o.010 3.03 0.010 4.33 0.010 0 . 00 0. 010 3 .4'7 o.000 0. o0 0. oo0 0.00 0.000 0.00 0.o00 13.87 0,001 0.22 0.000 -4.33 PRESSURES 16.06 14.51 22.28 16.O6 34.48 22.28 37 . L5 34.48 J7.64 37.L5 38.20 37.64 41.06 3a-20 43 .0I 41. 06 43 .66 43. Or.46. 68 43. 66 49.78 46.68 s4.27 49.7A 55.45 54.27 59.26 55.45 59.25 59.26 59.26 59.26 59.26 59.26 73.13 59.26 73 .36 73 . l_3 69.09 73.36 LENGTH FITIING DIAU rypE psl/rt s_IJoss t 3.0 5.0 2.O s,o 0.0 0.0 5.O 5.O 3.0 l-9. o 0.0 6.O 18.0 27.O ,o.o o.o 0,0 0.0 20. o s4.o 5 3 2 1 I I t TOWN OF VAIL 75 S,FRONTAGEROAD VAIL, CO 81657 970-479-2138 o,trrr*r oF coMMLrN,r" orurrort*, NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT PErMit #: MO4.O2O3 Job Address: 360 E LIONSHEAD CR VAIL Status. . . : ISSUED Location.....: 380 EAST LIONSHEAD CIRCLE, UNIT #8 Applied. . : 09129/2004 Parcel No...: 210106406035 Issued. . : 10/0612004 Project No { \\'jvr OWNER DOS BFS FAMILY PARTNERSHIP TO9/29/2004 Phone: SHEPARDS LN SANDS POINT NY 11050 License: CONTRACTOR GYPSUM CREEK SHEETMETAIJ &. HE09/29/2004 Phone: 303-524-1254 P O BOX 260 GYPSUM CO 81637 License:132-M APPLICANT GYPSI,JM CREEK SHEETMETAL & HEO9/29/2004 Phone: 303-524-.7254 P O BOX 260 GYPSUM CO 8163 7 License: L32-NI Desciption: NORTEC HUMIDIFIERA/ENT 4 BATH FANS/VENT DRYER Valuation: $4,056.00 Fircplacc Information: Restricted: Y # ofGas Appliances: 0 # ofcas lngsr 0 # of Wood Pellel 0 Mechanical---> S100.00 Restuarant Plan Review--> 50.00 'lbtal Calculated Fees--> 5228,00 Plan Clheck--> S25 . 00 DRB Fcc-----------> S0 - 00 Additional Irees------> S0 . 00 lnvestigation-> 5100.00 TOTAL FEES-------------> 5228.00 Total Permit Fee-----> 9228.00 Will Call---> $3.00 Payments------------------> 5228.00 BALANCE DUE---------> S0.00 Item: 05100 BUILDING DEPARTMENT 10/05/2004.IRM Acti-on: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond:12 (BLDG. ) : FTELD INSPECTTONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond:22 (BLDG. ) : COMBUSTION AIR IS REQUIRED PER SEC. 701 OF THE 1997 uMC, OR SECTION 701 0F THE 1997 rMC. Cond:23 (BLDG. ) : INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTTONS AND TO CHAPTER 10 OF THE 1997 UMC, CTIAPTER 10 OF THE 1997 TMC. Cond: 25 (BLDG.): GAS APPLIANCES SIIAI-,I-, BE VENTED ACCORDING TO CHAPTER 8 AND SHALL TERMINATE AS SPECIFIED IN SEC.806 OF THE 1997 I]MC, OR CHAPTER B OF THE 1997 IMC. Cond:29 (BLDG.): ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC'1017 OF THE 199'7 UMC AND CHAPTER 3 OF THE 1997 ]MC. Cond:31 (BLDG.): BoTLERS SHALL ee Motrnn oN FLooRs oF LTSTED FOR MOI'NTTNG ON COMBUSTIBLE FLOORING. Cond: 32 NONCOMBUSTI CONST. UNI-,,ESS ROOMS CONTAINING HEATING OR HOT.WATER SUPPLY FI-,OOR DRAIN PER SEC. IO22 OF THE 1997 UMC, OR o BI-,8 (BLDG.): PERMTT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECIIANICAL ROOM PR]OR TO AN INSPECTION REQUEST. Cond:30 DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information requi.red, 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 strucfure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPUC'|ION SIIALL BE MADE TWENTY-FOUR HOURS IN BY TELTJPHONE AT 4 49 oR AT OUR OFFICE FROI\4 8:00 AM "4 PM. SICNA OF OWNER RCONTRACTORFOR AND OWNER (BLDG. ) : DRAINAGE OF MECHANICAL BOILERS SHALL BE EQUIPPED WITH A sEcrroN 1004.6 0F THE 1997 rMC. 'l*:t** a,,1* t,l*,r *i!** *:t*,t ii '|,t*,*** * | i +* i *,t,t* * * *,f,* I,)t + * *t *** ******,*****t'lr'* +'il.+******'t****************+**+********++++***+*+**+***********i.***************+**t**+****** TOWNOFVAIL. COLORADO Statement **+*++*++**************+*******+*+++f*f$+*+t*+******************t*******+***+*++*t+*t***++++ Statement Number: R040006837 Amount: Palment Method: Check 11510 5228. 00 L0 / 06 /2004L2 : 47 PM Init: DDG Notation: cl4)sum Creek M04-0203 T\4>e: MECHANICAL PERMIT 210105 4 06 03 5 360 E LIONSHEAD CR VAIL 380 EAST LIONSHEAD CIRCLE, IJNTT #8 ToEal Fees r $228.00 Total ALL Prnt.s : BaLance: *{.* * * * ** * * ***,t****** * *** +*+ * * + ** * * ** * **** *** *'i,} *:r*:} * **** ****,r+ ii*+ * ** *** ** * '}:tr *** * **,}* *** **** ACCOI,JNT ITEM LIST: Account. Code Description Current Pmts Permit No:Parcel No:Site Address : Location : This Payment: MP 001000031r-1,1_00 PF 001000037t2300 PN 00100003153000 wc 00100003112800 MECHANICAL PERMTT FEES DT.A}\T 'IHP'" FFFC INVESTIGATION FEE (BLDG) WILL CA]-,IJ INSPECTION FEE $228.00 $228.00 $0.00 100.00 25.00 100.00 3.00 Apr-?l-04 0?:03n 'fi,/WAWL Ftoa.T0l/il 0F tllll C0tltfllTY DEVE|0PtftT ^PPucATtoIIu ToT EE AGcf,*'l,r*"1,-.t rEEfccR (?9 r-7r0 P.012/001 F-55. Prolsct *:oq - od6) Bulldllrg Femtt l'lednnical permit #: 97tH79-i2rt|/.9 CI|l3pGdorE) Furnitril"ott @ JGaIG to incl Alr t Equipmeii r 5a.1-7a54 .A oO fuPztd rob Name: Ste',nt QaU,oJ e_(robAddrcss: 380 Easf /uo,ts HeoJ qo'.il,r,tt'J,{,e. 'Va^-t { Bdh F.r.s / t}a^t D".<e-, wortClass: l,levr() Addl0on( ) Alteradorl ) nepstr( ) ottur( )EolerLocatbn: InErbr( ) ffi)Does an EfnJ edst ar th'E tr-uonr Ves f I f,fo-iJ Dupb(( ) ltutd-brnth( ) Cunneroatl I ne*l"antt lO,rrcr- il,o. of EdsdrB D$reillng t.t'l|C n mC Uulffi,**ib. of A@ffinodatbn UniE h tris hjHt,l$ hfln" ":"pb* me*r Y*ttatt:ttt!rt:rtrrtllr*rr r !tl** t rFrirls:Frtt|lt*||:tttt*a|raa:tt*+* LrL-t - t-t1ut^A l ,rfl $ta & TOWN OF VAIL 75 S.FRONTAGEROAD vArL,co 81657 970-479-2138 o"?*rr"*r oF coMM'Nrrt o"urro,t*, NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Permit Job Address: 360 E LIONSHEAD CR VAIL Status . . Location.....: 380 EAST LIONSHEAD CIRCLE, UNIT #8 Applied. ParcelNo...: 210106406035 Issued. Project No : !)'1?TO tt -o)t" J Expires . OWNER DOS BFS FAMILY PARTNERSHIP I0B/I3/2004 Phone: SHEPARDS LN SANDS POINT NY 11050 License: CONTRACTOR LORTON PLUMBING INCORPORATEDlS / 13 /2004 Phone: 970-328-5900 P.O. BOX 3535 EAGLE, CO 8163 1 License:255-P APPLICANT LORTON PLUMBING INCORPORATEDlS /1,3 /2004 Phone: 970-328-5900 P.O. BOx 3535 EAGLE, CO 815 31 License:255-P Desciption: INTERIORREMODEL TO UNIT #8, LODGE AT LIONSHEAD PHASE 3 AND EXTERIOR WINDOW MODIFICATIONS, Valuation: $20,000.00 FireDlacc lnfomntion: Restricted: ??# ofcas Appliances: ??# ofGas Logs; ??# of Wood Pallet: ?? r tr*r* rr'r r * r'r:r* ** #: P04-0092 Ja\-otc( Z. .: ISSUED .: 09/1312004 .: 0311212Q05 $0.00 Total Calculated Fees--> S0.00 AdditionalFees---------> S378.00 Tolal Permit l-e€------> Payments--------------> BALANCE DUE---..--> It.em: 05100 BUILDING DEPARTMENT 08/13/2004 JS Action: AP It,em: 05500 FIRE DEPARTMNT CONDITION OF APPROVAL Cond:12 (BLDG. ) : FIEI-,D INSPECTIONS ARE REQUIRED rO CHECK FOR CODE COMPLIANCE. rar'i'l'trt*'r * I * *ll* | *'l't a*t*t*aa I ttrrraaaaa,la,| *a1,t,l,a I i t't * | t +,|,]jlltt,r* rtr 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 requhed 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. Plumbing..-> Plan Check--> lnvestigation-> Will Call---> $378.00 s0.00 $378.00 s3?8.00 $0.00 $3 00 . 00 Restuarant Plan Review--> S75.00 DRBFee-----------> s0 . 00 ToTAL t.Et s_.--> s3.00 REetJEsrs FoR lNspEcrtoN SHALL BE MADE TwENTy-FouR HoURS lN eoveNce\'re4eHoNE AT479-2149 oR AT ouR oFFIcE FRoM 8:00 AM -4 PM. '''2 alrll*r*+*a**+'tf*****t+t++++*fl++++t*+a***'i***r***********t****************'t*{'t'**++**f+++++* TOWNOFVAIL, COLORADO Statement *+f*l++*ttl*+++******+++it*********ft*t*ttft*a******+**********ff++*++t*++***f**++*********+ Statement Number3 R040006642 Anount I Palment Method: Check 113 7 $378.00 09 /I3/200403:18 PM INiT3 DDG Notat,ion : IJorton Plumbinq P04-0092 T54)e: PLIIIdBING PERMIT 21010 64 06 03 5 350 E L]ONSTIEAD CR VAIIJ 380 EAST IJIONSHEAD CIRCLE, I'NIT #8 Total Fees: $378.00 Total AIJII Pmts : Balance :f+'}++++**l+++++*************'l{'*****tlt****f***+***t+*+++l+++++++**t***+*******t**tt**+****** ACCOUNT ITEM LIST: Account Code Description Current Emt.s Permi t No:Parcel No:Site Address : Location: This Paymenc: Pr 0010000311-2300 PP 001-00003111100 wc 00100003112800 PLAN CHECK FEES PLI]MBING PERMIT FEES WIIJIJ CAIJIJ INSPECTION FEE $378.00 $378.00 $0.00 75.00 300.00 3.00 t \ApprrcATroN il.a no, BE AccEprED rF rNcoMpLETO" rn' Project #: Building Permit #: Plumbing Permit #: TDWNAPUAL 75 S. Frontage Rd, Vail, Colorado 816 97 0-479-2149 (Inspections) J ? COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials) l-0,^Joh .f'lr*.CONTRACTOR INFORMATION Plumbing Contractor:A#sb Town of Vail Reo. -..-<?.-5 J -F' Contact and Phone #'s: zi:'' ;;;;'-/srr.**) E-Mdil Address: contractor signature: P^*!"1 D It*Itl*t L,e'#4t) dotl) Contact Assessorc Office at 97O-328-864O or visit for Parcel # Parcel #2l ot o6 AoL o3s Job Name: S-f€rN {hm r$l PA€{nenShrp ,DoS. A trS JobAddress: J8O e Alons HeRO C'tL L-;D;:q-A LroncA*a Ltn 6 -* S Legal Description Lot:Blockl Filing:Subdivision: Owners Name:Address:Phone: Engineer:Address:Phone: Detailed description of work:/4*,.n1'-a* !/H",*, Wor.k Class: New ( )(ooition 1 1 ef,[ration 1{*epa,-1 1 other ( ) Type of Bldg.: Single-family ( ) Duplex ( ) Multi-family (dCommercial ( ) Restaurant ( ) Other( ) No. of Existing Dwelling Units in this building: /t"No, of Accommodation Units in this buildino: Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( -)- ***************************************FOR OFFICE USE ONLY************************************* n7s RECEIV E Ir 'i,ii o'1/26D002 \\VAiI\dAtA\CdEV\FORMS\PERM ITS\PLMBPERM, DOC the mj mueller co., inc. b{- olv oriibrd?ipv V 29 September 2004 Mr. Rik Heid HEID CONSTRUCTION, INC. 2077 North Frontage Road Suite #110 Vail, Colorado 81657 Subject: STEIN RESIDENCE REMODEL l,odge at Lionshead ltr, Unit 8 Vail, Colorado Dear Rik: At your request, this office has field coordinated the following structural alterations to the residsnce mentioned above. Plans as prepared by SNOWDON AND HOPKINS ARCHITECTS, PC dated 06-02-04 and original structural drawings as prepared by PIERCE, BRINER AND FITZHUGH SCOTT dated April 20,1977 were available for review. The following items were addressed by this office, they are: a) STAIRHEIGHT CLEARANCE The new location for the stair to the upper level requires that the adjoining rafter be removed to accommodate a new sloping ceiling at the start of the stairs' A ML l t/tx 18 has been let into the bottom of the 2x6 wall studs above the compromised :3lfter. 3-Yz" diameter lags were used at each stud to connect the ML beam to the existing 2x6 studs. Minimum 3" bearing each end of Microlam. b) STAIRTREAD CONSTRUCTION The clearance between the bathroom doors beneath the new stairs, and the original stair sfingers, was unacceptable for the door siee. The stringer was removed for 3 risers, and I Ti'thick Microlams were used for teads and risers. The header and wall framing as modified, is acceptable for the desigrr loading conditions. ln conclusion, the items described above were inspected by this office, structurally desigred and coordinated, and re-inspected and approved at a follow-',tp inspection. LivJloads used for structural desip are 100 psffor flat roofs, 40 psffor residential floor RECEIVED civil architecturaf and sructr.rral engineering a p.o. box2747 vail, colorado 81658 476-2627 47G2637 lF^Xl Page2 Mr. RikHeid 29 September 2004 loading. All construction must comply with 1997 UBC as adopted by the Town of Vail Building Department. The general conhactor is responsible for the means, metlods, techniques, sequences, procedures, workrnanship, seasonal scheduling andjob-site safety associated with this project. Ifyou have any questions regarding this inspection and report, or require additional services, please contact this office at the phone number shown on the cover sheet. Sincerely yours, THEMJ ., D.lC, Mark J. President Cc: Mr. Craig Snowdon-SNOWDON & HOPKINS ARCHITECTS, PC o o o 5892, :tr,I IJNE igTJ'la'ii ijJlf,llu I'irJ r( tlJ! jtlJ frl! J li'irE ;J ,jJ ula;; ir€;j .r{)ll4irirj lljj J jrlJt rJ !- .',a9' uc rYiid:Jl. S.r'iiici.: it.: . "l i(n !r'r 'v tr',ldl r\rl:L:'Isirl i'0. *ii,. I iE-u!..J-{)i.lf, t!; ti'rall O3l'OdddrJ I:^XUI lJFili dl,lv f -)l{vdrl-!'-r (l iAOdc;tv r lVirl' J;vl'l 16'-: slti 6t-''r r'ir fi3/ri);-jddv clV utrnlv . 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FGg;-';t l-!" 12-1*2004 8:29 am I Rcquested Inspect Date: Vlrednesday, Detember t5, 20011 ' lnsuection Area: .lRM Site Adcress: 3f0 E LIONSHEAD CR VAIL 380 EAST LIOIISHEAD C'RCLE. TJNIT ffi I In spection Re4uest Fieporting vArL. co - TowH_of _ _ Page22 AiF/D lnfQtllqr;aticn a rflvth' MCU-0203 Tw€: 8't'rECH Sub Tyrte' Const TWne Oc,:trpahbY: Uba: Olriier: DOS Bf S FAMIL'.'PARTIlgRSFllF l! LP Aorrllcant: GYpSliM CREEK SHEETMETAI & HEAT Fhc'ne: (, on'tra(trrr. GYPST-IM CFEEK SHEETI,TETAI & HEAT Phcne' l--}escrlnllon: NORTEC HUMIDIflERruENT 4 BATH FAUSA,/ENT DFYFR Nfotlce: I,\DRK DONE WT!{CttTA PERMIT- JSUTHER Comment: thr revlew - JMONDRAGON Requesterl inspecHon(s ! Item' IteIn. I!erL. llcl|-|: Requested Tlme: 08:00 AM ' Phone: 39{17070 Entered By DGOI"DEN K ISSUED JRil,I ASFR Stalus' InsF Area: 303-52+729 303524-7254 : 390 MECH-Flnal : GYPSUMCREEK SHEETMETAL&HEAT ?0O MFCH-R )r rqh '* ADPt':'ved *' 1011 1 rO{ lnsrector. cdavls ' Arlion AP ApPROVEC :amments: Ba{h erhar:sl. kltchen d|ct, dryEr ducb and duri 'j,'i}It fct hurnidmctficn system 310 i-IEcH-l'leating '.j15 FLMRC.aS Fipine i2C IL",ECH lxnaust llJods 33O MECH :;uppty Air 3.lo MECFI ldisi. 390 MECl-r-i;tral REPT13]Run Id: 2659 a a /\P'Pawo Design Review Board ACTION FORM Department of Community Development 75 South Frontage Road. Vail, Colorado 81657 tef: 970.479.2139 tax:, 970.479.2452 web: www.vailgov.com Project Name: STEIN REMODEL Project Description: INTERIOR REMODELTO UNIT #8, LODGE AT UONSHEAD PHASE 3 AND EXTERIOR WINDOW MODIFICATIONS, Participants: OWNER DOS BFS FAMILY PARTNERSHIP 103126/2004 SHEPARDS LN SANDS POINT NY 11050 APPUCANT SNOWDON & HOPKINS ARCHITECTS03 | 26 / 2004 Phone: 97 O-47 6-220 L PO BOX 3340 VAIL co 81658 ProjectAddress: 360 E UONSHEAD CRVAIL Location: 380 EAST UONSHEAD CIRCLE, UNIT #B Legal Description:. Lot: 5 Block: Subdivision: LODGE AT LIONSHEAD Parcel Number: 2101-064-0603-5 Comments: see conditions DRB Number: DRB040088 Motion By: Second By: Vote: Conditions: BOARD/STAFF ACTION ACtionI STAFFAPR Date of Approvall. 041 L2l2O04 Cond: 8 (PLAN): No changes to these plans may be made without the wriften consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PI-AN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Matt Gennett DRB Fee Paid: $25O.OO Planner: T0I4'NM ceneral IntormaUolr: All pojeds .equiring design review must receive apgrcval pnor to submltting a building permit apglicatlon. Pleslc reter to th€ :r.rbmitlal rtqulrcmentt fo. the P.rtioJler Npproval that is tequested, An applicADon hf Oesign Review cannot De accepEd untrl itl *q€.r€d fffoss*ky| .is €ived tyrlhc twn€F*y DevElgpr.rEnt Degtrtm€ft. Tne pmjecr may alqo need to b€ reviewed by fhe Town council and,for the Plannng and Environmmtrl Cornmissroo. ..9€tign rDvlew rpprorrl lrps.s rr|rl.$ . lxilding pi'rplit i3 ${red 1a,l conrtructlon roramor!.es within one tear of tic aDorlval. -s'd 'lurOr Flen 25 04 lO:4G6 SnourclonlH o pk t ns Hrcrr r t'€ct P.< ft {ry 1. , ,', Physical Addressl Zonlng: l{ame(s) of Owne(s): Owner(s) Signature(s): Name of Applicant: meiling Addrese: lGadact Eogte:Go, *rresser it 970'328-864n for.patcel no.) 16,6('tO bo39 $50 elE tl,Oo?eisqu-dr€ foot of lopl slpn :arcr. No Fee $650 For consouctlon of a new building or tlemo/rebuitd. $300 For an addition where square botage is added to any residentill ot csm mcrcial turtd.is tftledcs Z5O additioflg g+rtetiof Eonv€rsions). 1250 For mlnor changes to buildinqs rnd site rmpmvemenb, such es, : rlroo&rg, {ah@; ,.uu1doili ,,idditions, lnndscaplng, fences and tetiinrng walls, etc..$20 for minor changesto buildings.and slte.lmprovements, such as, rermfing, O!rntrng, (windon tddihons, landrtaping' fqncas and rctrlrnlng walls, etc. $20 for rEvision! to'olan5 alreddy apprcwd by Planninq 'Stafi 0r the Ocsign Review Board. ,'Nofue l!|| E-mall Addles3: Type of Rcview erod Fee: O Signs E Conceptual Review O New Consfucbon O Addltion . ! Minor Alterahon (multl-f emrty/commercial) 'O Minor AluGtron (sn9le-family/duptex) O Changes to Approved Plans E Seg8ntion R€quast For oFlcqUfl&lly: Fee Paid: a, J!'By: Application Date:DRA flo.: 983 Location of the Proposal: tot: 6 Blocf:- otr^^or. Proiect l{o,: '.t ,,r'l t. ? r,rv.,r ...J - .i . .! r. .,li i,.1 ,.; ,l ,. .". ;t: "i r f r.;f , Mr. Jeff Bailey Board of Directors, Lodge of Lionshead, Phase lll 380 East Lionshead Circle Vail, Colorado 81657 Septtrntber 4, 2003 Deai-Jeff, The Stein family (owners of unit 8 in the Lodge at Lionshead Phase lll Building, 360 East l-itrrr:'lttr:-rd Circle) is hoping to do remodel work on their unit next spring. As part of the remodel, tht:,,, are hoping to upgrade and modify several of the existing exterior window and door units. Ati.r,:hod are sketches of the existing and proposed exterior facades (north and south) showing the urrrl:i ullected. The requested changes are as follows:1 Replace existing awning units (2) with new fixed glass units on the south elevation at the living -;rrd dining areas.2 lioFrlace existing lower fixed glass units (4) with new awning (operable) units along the south rlsvation at the living room/dining area and new master bedroom.3 Fir)place existing fixed glass panel and swing door with new double French door unit at south r.iev.ation of new master bedroom 4 ltoplace existing sliding window unit (1) with new awning units at south elevation of new upper l,rv(ll bedroom. 5. lieplace existing bedroom door units (2) with ne\ry casement units at north elevation (existing walkway and spiral stair to remain). Arr i,rr'ldrtional item of clarification for the remodel is the owner's desire to modify fireplace flue altgnments withtn their unit for unit 4 and unit I fireplaces. The flues would enter the unit at its exrstrng location and exit the unit within the existing above-roof chimney (but offset approx. 18" at the upper level of unit 8). Any work would comply with appropriate building code requirements and I would hope that this would be allowed. Our office is hoping to develop construction documents for the remodel work prior to the end of the year and would like to incorporate these potential changes into the drawings. Your review of the matter would be appreciated in order for us to move fonryard with the project. Should you have any questtons on the matter or need additional information. do not hesitate to contact our office. Thank you for your consideration. P.C. l)() l-;,. ',.1 .lO o \/ail Cnlnrado 81658 o P lr n n o . Q 7 n , A 7 G - ) ) O 1 o Fa". ctTn A76-7Aq1 ' tLlt tr ',uhi+ | qhQ Rtrrrsdrl '7r+'tl*/01 . Buildino Materials PROPOSED MATERIALS Tvpe of Material Color Roof Siding Other Wall Materials Fascia Soffits Windows Window Trim Doors Door Trim Hand or Deck Rails Flues Flashing Chimneys Trash Enclosures Greenhouses Retaining Watls Exterior Lighting Other wsoJ'mirtl4 'T ,r,#ffifu Notes: Please specify the manufacturer's name, the color name and number and attach a color chip. Page 6 of 12102107102 a 5 :t.-a +a I f + 5 5 --t =s .:cl =s i+Fr ?s.*+> E=-gL -E r- I {-l\, ,F- l'.j fii r.4 s = qEl .tn -|.L 5 q <D T -s f ,+ :t s !I A * :c <t (o { TI TI -l o =z o -rl tr'm L o z t a =-T o \^L ?+ 5 r|\:r e .l 4- =c ql Q I !l- a a.s c_ s lt S t.+ +:t .t -f rDit '. .s S -+t (D f -.b\ I p qf. FT 5't .-c i_ -- a \q)g { ;a 1 .f g (FD +is.5 a \< TQ tl t-{l ]a 5 5 G t s t sq .t I'S io }; .59 I ;i +1 sl .Si d rF s (t 5 $+F d.. : t -f\(D s -s (\Tr q, SF s..r5 a r-s g. \(r l" ll li I - I i-1 !l HB qF 9. t # .,-:rr- - ss (tr / r$'+ 5 \e a r s .c- st r ct =.,\ =(5 q, L c)+al' =ct -t^t \ao $ \9_ a I j I I J I t(-rl .i .-{I ,4. _!ur [- rrf I .itoir vtu trrn trflh ' pm{{-_= )' ' ,rfu- i,'.+ r ' , ft" . , -. r- 7"t4t It ' ttllil s ' -11<.trl r\Lliil.!;.. The todge at Llon5Heod Date: February 24,2004 To: Town of Vail / Design and Review Board From: Lionshead III Condominium Association Re: Exterior Modification Request Dear Town of Vail, The Stein Family, owners of Lodge at Lionshead unit #8, have preliminary Association approval for the exterior window and door modifications as proposed in the September 4, 2003 renderings provided by Snowdon and Hopkins Architects. Please let me know if you have any questions or concerns relating to this matter. Lionshead III Condominium Association Professionally Managed by Peak Fesort Services, Inc. 380 East Lionshead Circlo Vail, colorado 81657 (970) 476-2700 Sinrgd-rely, It lE 1I1l E R( tt TRANSAAITlIAL PO. Box 3340 Vail, Colorado 81658 P.O. Box 3487/208 S. Ridge Street Breckenridge, Colorado 80424 970-476-2201 r{x 476-7491 970-547-0554 r{x 547-0564 laa,a.r/ h^,t i{,t,/ [u* hw 1q htFtruWd H, l/ztl 08, fltfT -lv wE ARE SENDINC YOU ff,tttached truncler separate covcr via Fc.,py of letter ! Change order I I shop clrawings tr n,inu EIPl"n,! Sarnples !l Specif ications the following, itenrs: THESE ARE TRANSMITTED as checked below: As requested f,Fo, you.- ,r" ! For approval ! Returned for corrections I Approved as noted ! Approved as submitled I -^LlKerurn corrected prints I Submit -copics for distribution IResubnrit copies of approva I ffo, ,"ui"* and comment I IroR etos our I-.]PRINTS RETURNED AFTER LOAN TO US REMARKS t/ COPY TO SICNED IFIL u{re\.iu l \ 'r'lhl,I 'rl\ 'r{riv u. il', re -,JA!. ly.2U0t l: l6tll , .*Y:,-=--,..h*- M, . 6*! u, t{ils6u. rnd Strrrof. Nel+ york ** NO CP}ISTDERATICN ** in $$d f.id, trcrctty sell(!) lrld convcy(J) ro wltcsc lctrl rdd,!!r la Shephard€ Lane, Csrinty uf lldsau t$r folloeirt,f..rt ineFry rnrlrrc lo tlo lnd Strtc ot Colo.rdo, ro wh: BAAGAIN-ANDSILE DEED *igl:^gt_lf,"L1lTrtrsE rf,EsENro, rhar r, BEITE srErN aDd.l*lyt,frtkr.ustees oi ur-e_'diji';;;;"r:;:[!:eo, 1990, tvhosc rddrclr ir shaF*,ards Lener Sandg point, lfy ll050 , (or thecou.rldcr.rJco4... 8E1TE F. STEIN Sands Point . Ny tro5o , rnd Shtc of Ne!, york Clmnrof Eagte Corrdornin ium ttftit I lt|e Lodge at Lionehead Phase III ACmRDING to thc Condominiun $ap thereofr lecofded January 16, t978 in Book 265 ar. Page 187 and A€toRDINe ro Ehe Condcrd.airlD D".i;;;o. tc nh. Lodge_ at Hff*"i^ii:". rrr, .arle.r r* .*",J-.t-ry r6;Iffi rn Book 265 ar paee 186. .Bo knour by $tre€t rn{ nirftbcr ii llgr 3gO E. rkh rll hs eppurtenrnccr_ Lionshead Circle, VaiL co 81652 Thc tor4oiry.lcrrrumcnr l}|u rctmlrhdgld.bcao}E mr.thE , ,by "*u.f 't$#ll$ill"'6ittlto our*. rf ifeeo'""':'v "-. /5eb -/fi;-,/ zzv )e 3t*dLre!:nlUitzy r[.gftf.. f. ] q f t I F ai.t. I *r * :lrffi'I t., -..Jflf. ty..ll - .i-: ' I \). n 7JA{,l!.2001 lr l5Pli{'frHt:y:" TA8GAIN{I{D SALEDEED KNOW aLL MEII Ey tussE.pf,ESENTg, Thrrt, Bsr:rE F, t+torcddrcn ir Shepharde. L.ne._.sands. pcir*i. iff llO5O. [0. 966 f DOS BFS FMILY FARIIIERSr}IPI IIT Ii.P. s{vd";. I\lint, Nelr y^rl llAcro , l]|C Slrlg of Nee yor]< Countlof Eagl.e ,!r 2001. 'Covruyof Nassau itt(t st.l! of rIeH.. tork rr NO CCNSIDERATICN "r ir hsnd pdd, h.r.by scll(,) ud sonay(!) m .T: ll:sclc6rtrddn t, Sh6,Fflrr1"*ff, Counlyo! N6ggqs ths lbtloviog rtrt Propalry ,kr chric ACCORDING to the Condotniniu at paqe rgi-;;'oi$ilil'il MaP thereor, recordcd January 16, l9?B in Book 265 *m*^fr: ffi,*,,iil".;JT.x5Tll3';fff;t i;:,nJt,,il", ;: radSlrto ofColondo, rewiu Coldoqiniusr Unit I Tftc goalge af Llon8h.ad PhASE III rBo lnotlraty $!Gel rd numbcr:r lg, 3Bo E. wlrt rll ie rppurcnrnccs. .li Signcd rnd dcllwcd 6ir |z { dgy ef Jarnran' lfr f,ffi fl ffi .ffifi roffi ilfl ffi {,f ^*,:*,- Lionshead circle, vail, co 81657 srArE oF.serf &tDe,ile u y,r4 cauaty ot [fui44) ]^ Mt commissbo crpirc s t z ./z _ELz SEIH ILKmH{r -- nor..y AtF€Sr, gtr|r lbrt - (brfif,otthtlhrguo{rnty .",. *ffi$"ilffi"''tfi[,4@o' dplhrr;, nPR-99-28/a4 Lst24 EAGLPCOUNTY AJSESSOR 500 BROA0WAY P.O. 80x 449 EA6IE; CO 8't631 0AI€ May 1, 2003 Phone (9n)) 328-8640 P. 83 2OO3 REAL pnoFr-J|lo?tcE oF VALUAT|ON Phon€'(970)32*A64A t (ACOizZFEtfe rHr$ l$ !lQ1 l tar EIL! Fax (970)328-8679 rax?aYER OoFY Office Houa:.8:30.a.m. . 4:30 o.m. M-F trtt- r- -r OFFICE HOUBST {:30 A:M.4:30 P.tvt.Fa (97O) 32Et6T) 2 r 0r 06406035 COISOO: LOD6€ AT LIONSH€AO UNIT:8 DESC:P HASE 3 8K.0434 p6,0465 QCO 12.25.65 8K. osl6p6.0934 WD 08.29-90 R749346 85D 01 .24.01 n749347 BsD 01.24.01 FnOT?5 0?C 0r.lr5l 0l fP o3r2 ..pRsnr I0 0 0a5a lt60 DOs Bfs TAMITY PAXTNER5HIP II TP SHCPARDS IN 9AltDt POrNr NY r'rOsO r OF BUILDINGS ON FIIE 8UIDING / I CI{ARACf€RI5TIC5 DISPLAYED 4214 SQUARE FEET SUI LDING TYPE CONDOMINIUM FFFFCTIVE AREA 1 5O9 YEAR BUILT 1978 QUALITY GOOD BEDROOMS 3 EATHROOMS 3 THE PRIMARY LAND AND EUILOINFINFORMATION 15 TISTED ABOVE, a F {E F tr qJ c o tt a PtElst 8EfEftl0 IltE EACI(.oF THIS FoFIvl FoTGEilERIL t FonifATtoit coNcERt Nn yn n pnfipFRyv vrr ''.r1l1rl ^.rn vn''o ^DbE^r D,^,,,. * * * * ** r|N(* * * t! *'i * * * * ** * * {.+ * * f,** * * ** r.,f * * * * {. ** r* * * * ** ** ** * *:8 * ** * * ** * * ** * * ** + * * * * * * * * * * *:* * tr * * * * * {. * TOWN OF VAIL, COLORADO Statement ***r.*,1.**,f******************,t*****rt * * * * * * * {. * ** * * * *'} * * * * * * * * * *i. * * * + * ** * * * ** * * * * * * *1.:t :t * ** t{. *{. x *. *. Statement Number: R0400055L8 Amount: $250.00 03/26/2O04LO:44 AM Payment Method: Check Init: .TS Notation: Permit No: DR8040088 Tl4)e: DRB-Minor A1t, Comm/Multi ParceL No: 2101054 06 03 5 Site Address: 360 E LIONSHEAD CR VAIL Irocation: 380 EAST LIONSHEAD CTRCIE, ITNIT #8 Total Fees: $250.00 This Paynent: $250.00 ToLaI ALL Pmts: $25O.OO Balance: $0.00 *rN.***** **)ir*************+***t******:r*********************rr*****r.*.:r***************,tt {.*******+* ACCOI.INT ITEM LIST: Account Code DescriDtion Current Pmts DR OO1OOOO31122OO DESIGN REVIEI,I FEIS 250.00