The URL can be used to link to this page

Home My WebLink AboutVAIL VILLAGE FILING 7 TRACT B NORTHWOODS BLDG F UNIT F7TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 8I657 970-479-2138 DEPARTMENT OF COMMLINITY DEVELOPMENT NOTE: THIS PERMITMUSTBE POSTEDON JOBSITEATALLTIMES F. I ADD/ALT MF BUILD PERMIT Permit #: 804-0069 Job Address.: 600 VAIL VALLEY DR VAIL Status.....: ISSUED Location......: 600 VAIL VALLEY DRIVE, LJNIT F-7 Applied...: 04t20/2004 Parcel No....: 210108119007 Issued ...: 05/0512004 Project No...: ? t{- j(>L( - <)o 4 '<, Expires...: ll/Ol/2004 oI,{NER OCHOA, HrLDA O4/2O/2OO4 phone: 5613 HOPKTNS NECK RD EASTON MD 2150L-7703 I-,icense: CoNTRACTOR NEDBO CONSTRUCTTON 04/20/2004 phone: 970-845-1_001 P.O. BOX 3419 VAIIT, CO 81558 License: 251-A APPLICANI NEDBO CONSTRUCTION 04/20/2004 phone: 970-845-L001" P.O. BOX 3419 VAIL, CO 81658 License: 251-A Desciption: WINDOW MODIFICATIONS BELOW DECK ENCLOSURE AND EGRESS STAIR MODIFICATIONS Occupancy: Rl Multi-Family Type Construction: III A Type Occupancy: ?? Valuation: $230.000.00 Fireplace Information: Resricted; Y # ofGas Appliances: 0 ********r'r***r'rr**'r**rr*****)r**+**.r*****,laarar*,rri*r**rr:*,1******+++al|tt FEE St.lMMARY Building---> $1,'121-75 Restuarant Plan Review-> Plan Check--> $1,119.14 DRB Fee------> lnvestigation-> Will Call--->$3 .00 Clean-up Depnsil--> Add Sq Ft: l08 # ofGas Logs: 0 # of Wood Pellet: 0 90.00 Total Calcularcd ljees-> 52,951.89 So. o0 Additional Fecs--->$0.00 $0.00 Recreation Fee..----.---> $108. oo Total Permit Fee-----> $2, 951.89 $0.00 Payments-----> $2,9s1.89 't-oTAL FEES-------> 52,9s1.89 BALANCE DUE----->90.00 Approvals:Item3 05100 BUIIJDING DEPARTMENr 04/3o/2oo4 JRt4 Action: AP Item: 05400 PLANNING DEPARTMEN| 04/22/2004 MRG Action: AP matches design set Item: 05600 FIRE DEPARTMENT Item: 05500 PITBIJIC WORKS tlalaaaal}a:ll*aaaalll*ltll*t**t'ilttrt'l:ltttilllrt,'taal'l*taal*llll'la'l'ttatt.*t:!+******,llt***t*ltttt,t'tt,t:t+t,.'tittttat+tata $ee page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances ofthe Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR{ESR+}{+EIIINEE AT 479-2149 AT OUR OFFICE FROM 8:00 AM - 4 PM. CTOR FOR HIMSELF AND OWNEF PAGE 2 *****'*******!****+**+**'*****'l't(:t*'*,*,t*'******'|.'t*+++++*i(*!t!*****t ** * * * !t,* ** * * r + * + + + * * {( * * **:* * * * '* * '* * * * * !r * * * * * * * * * CONDITIONS OFAPPROVAL Permit #: 804-0069 as of 05-05-2004 Status: ISSUED 'i +'i* ********************+*'**!8*!*,f *******'t**,F*,**!s******+***'r******'F***:f :***********d.******* jt{.**:$*********** Permit Type: ADD/ALT MF BUILD PERMIT Applied: O4tZ0tZ004 Applicant; NEDBO CONSTRUCTION' Issued: OSI0S/2004 970-845-1001 To Expire: 1tl0ll}004 Job Address: 600 VAIL VALLEY DR VAIL Location: 600 VAIL VALLEY DRIVE, UNIT F-7 ParcelNo: 210l08l19007 Description: WINDOW MODIFICATIONS BELOW DECK ENCLOSURE AND EGRESS STAIR MODIFICATIONS Conditions: Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS,CEILINGS,AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 16 (BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY AS PER SEC.3IO.9.1 OF TI{E 1997 UBC, Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORKCANBE STARTED. *+'f *+* ***** *+** **** ********t+*++ + * + + !t* * * * * * * * + * * * * * * * * *,|*i * * ** * * * * ******+* ************ ******,* TOWN OF VAIL, COLORADO Statement ******* * **** **:****t***,f*******j***********+*********i*******'**+******j********************r.**** Statement Number: R040005248 Anount: 92,951.99 0S/05/2OO4O9:48 AM Palmenc Method: Check fnit: DDG Notation: Nedbo CorJsbruct iol) 26147 Permil No: 804-0059 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2101081190 0 7 Site Address: 600 VAIL VALITEY DR VAIL I,ocaIion: 5OO VAIL VAIJIJEY DRIVE, I]NIT F-7 Total Fees: 52,951.89 This Payment: 92.951.89 Total AI,IJ pmt6: $2,951.89 Balance: $0.00 ** '!*****,t:* * * ** * * * * * +* * * * * * * * * * * * * * * * * * * * * * + * * * * * + * * * * * ** * * * *,1**,F*,** *** * * * * +* * * * * * * + * * * *:t * * * * ACCOIJNT ITEM LIST: Account Code Descniption Cur^rent Pmts BP OO1OOOO31111OO BUILDING PERI"IIT FEES PF OO1OOOO31123OO PIAN CHECK FEES RF 111OOOO31127OO RECREATION FEES hlc OO1OOOO3i128OO I.]ILL CALL ]NSPECTION FEI 1.721.75 1.119.14 108. 00 3.00 rL APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG Buildi BU rmits are requi CONTRACTOR INFORMATION ,+71 t ll L'.,"*i#t'"SR.l o v'o o € ATION ha n ical, RECT IVEU etc.! 75 S. Frontage Rd. Vail, Colorado 81657 General Contractor: /U fO rg,t G -w 57,4c.t tr r u't) Town of Vail Reg. No.. .25/ 4 Contact and Phone #'s: troruz ?7zaPU Erna'rl address: PcttCte t4) nti2go - (u--l COMPLETE VIALUA TIONS FOR BUILDING PERMIT (Labor & Materials OTHER: $ELECTRICAL:$ /joo BUILDING: $ PU) Od ToTAL. $ p]d,ooo MECHANICAL: $PLUMBING: $ /ttOo,r For Parcel # Contact Eaale County Assessors Office at 970-328-8640 or visit Wruw. Parcel# ?tolctt tt?oo) Job Name: ge/LLf/nBMc Pfoaoeec ,"*r** 6oo !!L u;4(LcV t///r /z-r'/ Legal Description ll Lot: ll Block: l1 Filing:Subdivis ion : 4)Ortf,/ (&0 PS owners NilEoA 6c H<'4 wto ?.t lf /* * ;r I " /';1i f 'Phone: ArchitecVDesiqner;f H b766 -Mdtes$ A3 s.F4o.?7,,-a6/t Fo'Q cxtL rr frg/L -i,.+tL ft) Sias 1 Phon"t </1?-aggo Engineer:Address.Phone. ,") *- 547/15 / ,/z'-<_( G,J2 Aila'L 3 O:'cK WorkClass: New() nOOition(4) Remodel (,{ Repair( ) Demo() Other( ) ]] Work Type: Interior () Exterior{1) Both ()Does an EHU exist at this location: Yes ( ) No ( ) Type of Btdg.: Singte-famity ( ) Two-family ( ) Multi-family 1X; Commercial ( ) Restaurant ( ) Other( ) No. of Existing Dwelling Units in this building: 3 No. of Accommodation Units in this building: --7 No/Type of Fireplaces Existing: Gas Appliances ( ) Gas Logs ( ) Woo{fetlet ( ) Wood Burning (/ ) No/Tvpe of Fireplaces ProPosed: DoeseEie*l-arm E Ct Yes (K) No ( )@ist: YesPQ No( ) *********************************r.****FO R OFFICE USE O N LY*"*jl******************!k*************** Other Fees: DRB Fees: 07 t26t2002 \WAiI\dAtA\CdEV\FORMS\PERMITS\BLDGPERI\iI.DOC "Lrt*p"t O?F Questions? Call the Buildinq Team at 479-2325 Department of Community Development ProjectName: 4n ' ' 'te f*'rotogr;-. Project Address: ac=cepted. --E All pages of application is complete *g---fias DRB approval obtained (if required) provide a copy of approval form rs--Condominium Association letter of approval attached if project is a Multi-Family complex -+- Complete site plan submitted u Public Way Permit application included if applicable (refer to Public Works checklist) o Staging plan included (refer to Public Works checklist) No dumpster,parkino or material storaoe allowed on roadwavs and shoulders without written aporoval tr Asbestos test and results submitted if demolition is occurrinq ,-s' .Architect stamp and signature (All Commercial and Multi fariilyy ,-.8' Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and Comnrercial) .F'. Window and door schedule . o Full structural plans, including design criteria (ie.loads) D Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) D Soils Repoft must be submitted prior to footing inspection D Fire resistive assemblies specified and penetrations indicated B Smoke detectors shown on plans u Types and quantity of fireplaces shown 1r.,//r, Applicant's signature: / *4*z ( t Date of submittal: F:/everyone/fonrs/bldperm2 Received By: 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 Depaftment 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 toq: Eouir /(leu o Project Name: kttctrtrt Suze' r€a'-vtal;c oate, -//rrkv nt Signatur F: everyonc/forms/bldperm3 WHEN A "PUBLIC WAY PERMIT" IS REQUIRED PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING OUESNONS REGARDING THE NEED FOR A "PUBLIC WAY PERMIT": TI o o tl o Is this a new residence? Does demolition work beinc public property? Is any utility work needed? No{ require the use of the Right-of-Way, casements or NO ,r( Nox YES performed YES YES Is any drainage work being done that affects the Right-of-Way, easements, or public property? YES- NO K Is a "Revocable Right-of-Way Permit" required? '16__{_ Is the Right-of-Way, easements or public property to be used for staging, parking or fencing?YES NO ,( If;nswer 'r *R,O,r 31arkinO, staging or fencing plan required by Public Works? 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 6/1/cL/q4 AtL& -:k/+- ls the driveway being repaved?YES NO{ Is a different access needed to the site other than the existinq drivewav? YES No ^( Works at 479-2198. I HAVE READ AND ANSWERED ALL THE ABOVE OUESTIONS. Con Signature Job or Project Name: Date Signed: .a A7lctc77c',-> F :/everyone/forms/bldperm4 Company Name HOW DID WE RATE WITH YOU? Town of Vail Survey Community Development Department Rus sell Fonest. Direclor. (970)479.213s Check allthat applies. 1. Which Deparfnent(s) did you contact? Building '- Environmental_ Housing_ Admrn Planning DRB PEC Was your initial contact with our staff immediate no one available ? lf you were required to wait, how long was it before you were helped? 6. 4. A Was your project reviewed on a timely basis? Yes / No If no, why not? Was this your firsi time to file a DRB app_ PEC app Bldg Permit N/A 7. Please rate the performance of the stafi person who assisted you:54321Name: (knowledge; responsiveness, availability) Overall effectiveness of the Front Service Counter, 5 4 3 2 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 tme? Thank you for taking the time to complete this survey, We are committed to improving our service. 0r slow n How it rclatcs to lluilding Pcrnrits: Fill out the attached check list with the Building_Pqnrt 4ppleelte& 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 verifli (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 peformed 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. a - 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 "Building Permit". '. 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. understa the above. APPLICATION FOR TOWN OF VAIL PUBLIC WAY PERMIT 19 - pw*llr-MI PATCEI#:T T N l] - T N T T T - T I T Brds Permit#'E I [-t] n n I { Job Name Street Address nnn-|-l (llunknowncalt illri I I | 479.2138ext.0) Excavating Contractor Name Mailing Address TOV Contraclor's License Number BEOUIRED () zip City Phone f 3. 4. Starl Date Work is for (circte one) Water Other Completion Date Sewer Gas Electric (Permit Expiration Date) Te{ephone CATV Landscaping Temp. Site Access 5.Trench-width (min. 4') Bond Amount $ 6. ALL MATERIAL, EQUIPMENT, AND TRAFFIC JOB IS STARTED. B. Bubber out-riggers are required on Asohalt surlaces underneath the A sionature 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 ofiice 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 -800-922-1 987) TCI Cablevision of the Rockies (1-800-922-1987) Eagle River Water & Sanitation District (970-476-7480, ext. 11 4) Holy Cross Electric Company (1"800-922-1987) Town of Vail Electricians (970-479-2158) Town of Vail lrrigation (970-479-2158) Town of Vail Public Works Construction Inspector (970-479'2198) THERE WILL BE NO TOTAL STREET CLOSURES! A construction traffic control plan must lle 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)' 11. Permittee must contact Publlc Works Deoartmenl at 479-2198 24 hours prior to commencinq of work. Failure t0 notify lhe Town will result in forfeiture of bond monev. Scheduled inspections which are not ready may result in the Town charging the contractor a reinspection fee. 12. I certify that I have read all chapters of Title 8 - Public Ways and Properly, 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. 9. 10. Contractor's Signature of Agreement Print name cleady ATTACH PLAN OF WORK, INCLUDING CONSTRUCTION TFAFFIC CONTROL PLAN Show slreets with names, buildings, and location of cuts. USE DASH LINES FOR CUT. Date of Signature White - Public Works Yellow - Conlractor DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS! Plcase read and chcck olT etch of thc itcms bclon,: o 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. u 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 culverts 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 at479-2798 to request an inspection from the Public Works Department. Allow a minimum of 24 hour notice. o 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 Occupancv issuance. Agreed to by: ? , ,,; ktrzs ,to Signa Project Name: Date Signed: nt Name /1/ LL3.t4 6aza- 'r/r:./u F:/everyone/forms/bldperm6 MATERIAL STORAGE AND CONSTRUCTION PARKING Please read and check off each of the items betow. (Copies of complete text are available upon request) CODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROHIBITED 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. 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. 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. D 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 1-4-1 of this Code. (1997 Code: Ordinance 6 (1979). CODES 7-3A-1AND 7.3A-3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED u No person shall park any vehicle upon a street or at any other place within this Municipality ir.r such a manner or under such conditions as to interfere with the free movement of vehicular traffic or DroDer street or highway maintenance. (Ord. 2(1968) $ 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) $ 3: Ord. 28(1981) q 1) I lravc rcad and willcurnply with thc above code provisions: I)osition or l{clationship to Pro.iect: // Date Siqncd: ./ /(5 /,tQ . . r_-,/__- Print Narrc ..1-"L7^/' - Siqnatule I::/evcryortc/lirrrrrs/bldpernrT 6C4 u?2,1L (Utt-,<1ez!4 Aprl6-01 0l :32pn Fror?Ofti 0F VllL C0t{UilltY DEVELOEEilT 9114192452 T-?30 P.002/003 t'[ll ,-ffi Deslgn Review Board ACTION FORM Deparfnent of comlrlunw Development 75 South lron@e Road, Vatf Colora& 81552 tel: 970.479:139 fax: 920,479.2452 uab: wwuti.vail.m. us ProjectNam+ OCHOAADDITION DRBI{umber: DRB{XO1O6 Prolect DesslpUon: MNDoW MoDIFICATIONS BELOW DECK ENCI,oSURE AND EGRESS STAIR rvloDrFrcATIONS Participants: owNER OCFIOA HIIDA O4l0f2004 phone; 5613 HOPKINS NECK RD EASTON MD 21601-203 Lierue: APPUCANT K.H. WEBBARCHITECTS pC OqIOUZW ?hone; 970477-29fi 953 S, FRONTAGE RD, STE 216 vAlL,co 8165/ License: 9It000f627 ARCHITECI K.H, WEBB ARCl{ffiCTS rc 0l.rcU2104 phanez 97o477-29flA 953 S. FRONTAGE RD, STE 215 vAIl_ co 81657 Llcensei @00001627 Pmt€ctAddrc5s: 600 VNLVALLEY DR VAIL l.odon: 5OO VAIL VALI.EY DRIVE UMT F7 Lcgt l Dcacrlptlon: l-oE Blo'd<: Fl SubdMc'on: NORTHWOODS CONDOMINIUMS Parccl l{umbrr: 210108119@7 Comnrcnts! secaondlUons BOARD/sTAFF ACIIOII MouonByi Ac{on: STAFFAPR Srcond By:VoE: DataorApproyali 04.lt6lZOO4 Condltlone: Cond: 8 (PLAN)t No changres to these plans may be made without the wrttten @nsent of To ,n of Vall staft and/or tfu appropriaE revielv committc€(s). Cond: o (PI-AN): DRB apprwal does not consuhrte a permlt for bulldlng. Please consult with Town d Vail Building personnel prlor to consblcHon activides. Cond: 201 DRB appro/al shall not become valtd for Z0 clays follo^/lng the date of apprwal, Apr-t6-0{ 0tr!?pa lrr?0tl Ot V IL $f||llfl EEL0ttllT Jln$lilaa T-t!0 ?.00t/!0t t'illl Gond: 20? Appunl of ttrb pn{ed shall lapee and becorDe wld one (1) year followlrg $re date of llnal appronl unlcss a buildlng pemft, b lssIed and ooreucuon b 6mmE,|ced and b dnbenuy pursucd b|Erd comphtt n. P]lnnc: ltaE@meil, DRBFecFair* *tXlOOO P.O. BOX l23l VAIL, COLOMDO 81658 103476-3486 Fax 303-479-9093 To: Town of Vail AJpi,-**ch3r'2004 From: Jim Aki4 General Manager of Northwoods Condomimum Spring 2004 The following unit Remodel has been approved by the Architectural Review Committee of Northwoods Condominium Association: Town Home F-7 - Remodel offirst floor, charge enty to guest bedroom, laundry and closets. Change the North windows on the 3d floor living room. Remodbl the kitchen. Expind the dinning room area out to deck underneath the existing balcony. Change exterior exit stairs to match unit F-3. -_,r Approvals ofthese projects iie conditional on tle owners following the Procedures for Approval ofArchitectural Changes Requested by Owners established by the Association. TOWN OF VAIL DEPARTMENTOF COMMUNITYDEVELOPMENT 75 S.FRONTAGEROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E04-0093 3o ( - oocl Job Address: 600 VAIL VALLEY DR VAIL Status . . . : APPROVED Location.....: 600 VAIL VALLEY DRM, LJNIT F-7 Applied. . : 06/0412004 Parcel No...: 210108119007 Issued . . : Project No : .i> iaS q -OOK 3 Expires . .: olitNER ocHoA, HrLDA 05/04/2004 phone: 56].3 HOPKINS NECK RI) EASTON MD 2L601--7703 I_,icense: coMrRAcToR DOITBIJE Q ELECTRIC 06/04/2004 phone: 970-748-9780 P.O. BOX 242 EDWARDS CO 81632 License: 190 -E APPIJICANT DOITBLE Q EIJECTRIC 06/04/2004 phone: 970-748-9780 P.O. BOX 242 EDWARDS CO 8153 2 IJicense: 190-E Desciption: MOVE AND ADD DEVICES AND FIXTURES Valuation: $5,000.00 * + t * *rt t **t*** t rt ** Electrical-----> $90.00 Total Calculated Fees-> 993.00 DRB Fee-----> $0.00 Additional Fees-----> $0. oo Investigation--> $0. 00 Total Permit Fee---> $93 . oo Will Call----> $3.00 Pa',rnents---------> $93.00 TOTAI FEES--> $93.00 BALANCE DUE-----> $0.00 Approvals:Item: 05000 EITECTRICAIJ DEPARTMENT 06/04/2004 ,rs Action: AP Item: 05600 FIRE DEPARTMEIflI CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPI-,IANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances ofthe Town applicable thereto. BIQIJESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN T 479-2149 ORAT OUR OFFICE FROM 8:00 AM - 4 PM. ORCONTRACTOR AND OWNEF *** *+******+*** * *,1* * * * + * * * * * * * * + *+ * + +* * * * * * * * * * * ** *** * * * * + + * * * * * * * * * * * * * * * ***+*** **+***+**,** TOWNOFVAIL, COLORADO Statement ** **+** ** * * *d.**rr+ ****** ***** *****+**t ** +** ** * * **t ********** ** +************** *************'tr * * stat.ement Nunber: R040005961 Amount: $93.00 06/07/2oo4o9:30 AM Payment Method: Check Init: IJC Notation: #L2148/Dou.b1e O Permit No: Parcef No: Site Address: Irocacion: This Payment: E04-0093 210108119007 5OO VAIIJ VATTEY 5OO VAIIJ VAIJLEY Type: ELECTRICAL, PERMIT DR VAIIJ DRIVE, UNIT F-7 TotaL Fee6: ToTaI ALL PnTs : BaLance I $93.00 $93.00 $0.00 $93.00 *** *****++***** ******* * * * * * * * * * * + * * + * * * * * * * * * * * ** * * * * * * * * + * * * * * * * * * * * * * * + * * * * * * * * * * * 't ***** ** ACCOUNT ITEM LIST: Account Code Descni pti on Cunrent Pmts EP 00100003111100 |^lc 00100003112800 TEMPOMRY POl/lER PERI4ITS l^]ILL CALL INSPECTION FEE 90.00 3.00 g6/a4l2aa4 a*L2 97A-74A-9784 DOUBLE O ELECTRIC APP|JCATTON W&L ilqT BE ACCEPTED tF IIICOI.IPIETE OR' Prclect #: Bulldlng Pcnnlt #: Electrlcal Parmlt #: 97H79-21.9 NVNqFvtn 75 S. Froltege Rd. Vall, Colorado E1652 CO NTRACTOR II{ FIOR,MATIOil e PAGE 83 7 3 REIE !\1EI-} coMpLETE Sq. FEEr FOR NEW BUTLDS and VALUATTONS FOR AtL oTHERS (Lrbor & Materlals) ELECTRICAL VALUATION : $AMOUNT OF SQ FT IN STRI.JCTURE:,. Olfie Parrel # l.OtZtnrreg' u^tr F1 Job Name:O a llTtal ,vlD ZlUt- r lql Je', Work Class: t'tew ( ) AddlUon Repair( ) TemPPower( ) OdPr( ) Does an EHU €rdst at this locatlon; Yes ( ) No ( )@ Exterior() Bodt() ryfiof Abg.: Singl]'famlly( ) Duplex( ) Huld-famllY Commerdal ( ) Restaurant( ) O0tci( ) No. of Accommodation Unlts ln this bulldlng: r,ro. o] grisung Dwelling unlB in this building: iEBi?iiliEr system exist: Ycs ( ) No Does a Flre Alarm Exist: Yes riarrirrrrrrrr.rrr*t*.*rirrltr* lt.e..rrFOR OFFICE USE ONLY'tiarrraalaltataalt**traatll*ttrlt' QS tVril\drrdcdcv\FORMS\PE RMITS\ELECPERM' DOC uDda|lp;l TOWN OF VAIL DEPARTMENT OF COMMUNIry DEVELOPMENT 75 S. FRONTACEROAD VAIL, CO 8I657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT AI,L TIMES MECHANICAL PERMIT Permit #: MO4-OIO9 3or -oo91 Job Address: 600 VAIL VALLEY DR VAIL Status . . . : ISSUED Location.....: 600 VAIL VALLEY DRIVE, UNIT F-7 Applied . . : 06/16/2004 Parcel No...: 210108119007 Issued . . : 0611712004 Project No : ?R-iO I 006 3 Expires . .: 1211412004 ohrNER ocHoA, HIL,DA 06/L6/2OO4 phone: 5513 HOPKINS NECK RD EASTON MD 2r60L-7703 License: CoNTRACTOR HEARTH EXCHANGE, rNC. (',rH^E'l 06/L6/2004 phone: 97O-a27-9623 P.O BOX 670 MINTI]RN, CO 8164 5 L,icense z 7-74-M ApplrcAr\rT HEARTH EXCHANGE, rNC. {EHE.) 06/t6/2004 phone: 97O-827-9623 P.O BOX 570 MINTIIRN, CO 81_54 5 License . 17 4-VI Desciption: INSTALLATION OF AN OUTDOOR GAS FIREPLACE Valuation: $2,748.00 Fireolace Information: Restricted: Y # ofGas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 S0.00 Total Calculated Fees--> go. oo Additional Fees-----> 978. oo Total Permit Fee------> Paymcnts--------------> I]AI,ANCE DUE---_> Item: 05100 BUII-,DING DEPARTMENT 06/16/2004 Js Action: AP Item: 05500 FIRE DEPARTMEMI CONDITION OF APPROVAL Cond:12 (BLDG.): FIELD INSPECTIONS ARE REQUfRED TO CHECK FOR CODE COMPITIANCE. Cond:22 (BIrDG.): CoMBUSTION AIR IS REQUIRED PER SEe. 701 OF THE 1997 Itl{C, OR SECTION 701_ OF THE r.997 TMC. Cond: 23 (BLDG.): INSTALLATION MUST CONFORM TO MANUFACTLIRES INSTRUCTIONS AND TO CHAPTER 10 OF THE 1-997 T]MC, CHAPTER 10 OF THE 199? IMC. Cond: 25 Mechanical---> Plan Chcck--> Investigation-> Will Call----> $78.00 $0.00 $?8.00 $78.00 $0.00 $60. 00 Restuarant Plan Review-> $15.00 DRllFee--------> so. 0o ToTAr I|EES-------_> $3.00 (BLDG.): GAS APPLTAI{CES sIIALr., BE VEMTED AccoRDrNc ro cHAprER 8 AND sHALTJ TERMINATE AS SPECTFIED IN SAC.8O6 OF THE 199? I]MC, OR CIAPTER 8 OF THE 1"997 IMC. Cond: 29 (BLDG.): ACCESS TO HEATING EQUIPMET{T MUST COMPI,Y WITH CHAPTER 3 AND sEc.l-017 oF THE 1997 I'MC AND CHAPTER 3 OF THE ]-997 IMC. Cond:31 (BLDG.): BoTLERS SHAI-,L BE MotIvrED oN Fr.,ooRs oF NoNcoMBUsrrBLE coNsr. IINLESS LISTED FOR MOI'}flTING ON COMBUSTIBI.JE FLOORING. Cond:32 (BLDG.): PERMrr,Pr.,ANs AND coDE ANALysrs MUsr BE posrED rN MEcHANrcAr, RooM pRroR TO AN INSPECTION REQI'EST. Cond: 30 (BLDG. ) : DRATNAGE OF MECHANICAL ROOMS CONIAINING HEATING OR HOT-WATER SUPPLY BOIITERS SHAI-,L BE EQUIPPED WITH A FITOOR DRAIN PER SEC, !022 OF THE 1997 IlMe, OR SECTION 1004.5 0F THE 1997 IMC. 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, Unifonn Building Code and other ordinances ofthe Town applicable thereto. REQUES'I'S IIOR INSPECTION SHALL I]D MADE TWENTY-FOUR HOURS IN ADVANCE BY AT 479-2149 OR AT Ot.lR OFFICE FROM 8:00 AM - 4 PM. SICNA OWNER OR CONTRACTOR HIMSELF AND OWNEF * * * * * * +** + * i * * * * * * f * ** * '* f ** * **+*++**ft**'t**'t''tt **'rr*rt***+t+*t***************+++++*'t***ri***** TOWNOFVAIL, COLORADO Sratement * ***+******* * * * t f * + * * * + ** * * * * * * * * * * ft ++ + * * * * * ** * 'l * *'l * * * * * + * *t * *i * i' * 't ***:t * * * * * +* * * * * * * * * *,* * * !i St,atement Number: R040005049 Amount: $8.00 06/Lz/2lo4t2:01 pM Palment Method: Check IniL: DDG Notation: Heath Exchanqe 2282 Permit No: M04-0109 Type: MECIIAIiIICAIT PERMIT Parce1 No: 210108119007 Site Address: 600 VAIL VALLEY DR VAIL Location: 600 VAIL VAIJIJEY DRfvE, I,NIT F-7 Total Fees: S78.00 This Palment: $8.00 Total ALL pmts: 9?8.00 Balance: $0.00 +* * *** * * +* * ******* +f++ + ***** ** ** ** **l***++ +*+**** *'t ***'t* *+ +tlf ** * * ** * * *** * *** t + +++ +* *+*t* ** * ACCOI/NT ITEM LIST: Account Code Description Current Pmts PF OOiOOOO31123OO PLAN CHECK FEES t,lc OO1OOOO31128OO WILL CALL INSPECTION FEE 5.00 3. 00 {.+++* !t* + '1.**** * tt * * * ** * * ** * * * * + * * * * * * + * * * ** ** * * * * ** * * * + + + * * * * +* * * * * * * * * * * * + + * * * * * * * * + * * *:t * * * * * TOWN OF VAIL, COLORADO Statement *******+***** * * * * *,* * * * * * * * * ++ * * + * * * * * * * ** * * * * * * * * * * + + * * + * * * * {r * * * * * * * * * ** + + * * ** * * + * ********** statement Nudber: R040005048 Amount: $70.00 06/L7 /2oo4L2:01 pM Payment Method: Check Ini!: DDG Notation: Heath Exchanqe 5766 Permlt No: M04-0109 rype: MECIaNICAIJ PERMIT ParceL No: 21010 81-19 0 07 SiIe Addres6: 600 VAIL VAIJIJEY DR VAIL Localion: 600 VATL VAIJIJEY DRTVE, UNTT F-7 Total Fees: $78.00 This Payment: $70,00 Total ALL pmts: g?0.00 Bal-ance: $8 . 00 **+* + * * * * * + * * * * * * * * * ***+* *i****+* * * * * * * * * * * * * + t * * * * * * * * * * * ******+ *+**t * * * '* * * {. *. + * * {. + + * * * ***** ACCOLINT ITEM LIST: Account Code Description Current Pmts MP OO1OOOO31111OO MECHANICAL PERMIT FEES PF OO1OOOO31i23OO PLAN CHECK FIES 60.00 10.00 s NWt{(frYthly 75 S. Frontag6 Rd. Building Permit #: Permit will not be accepgl wlthout the following:Vaillpoloredo 81657 RECEIVEB i., ,., i fi 0(lf TNFORMATION Mechanical Contractor: ,/a- 4./ E*aL.,-,- Town ofVail Reg. No.: /7//-Z/ ConEct and Phone #'s: 1 fo/g?7- 7627 / apZ7222 contraaorsignF COMPLETE VALUATIOI{ FOR MECHANICAT PERMIT labor & Materials) descrip6on ot n WorkClass: Nlw() Addihonkzf Altention( ) Repatr( ) Other( ) Does an EHU exist at ftis locationr Yes ( ) No ( ) No. of B<isting Dwelling Uni6 in this buildlng:No. of Accommodation Units in tiis building: 78 Boiler Location: Interior ( )Exterior( ) Other( ) Type of Eldg: Single-famity ( ) Dupto( ( ) Mutti-hmity (CommerEi8l ( ) Resburant ( ) Oher ( ) lNofrvp"ofFirep|acesPmposed:GasApp|iances(4AU.owED) to an EPA Phase {. * ri i.,t * * * rt r. {r* :rr( *r. * !r * * {.* r FoR oFFICE USE ONLY* * ri * ** * **,r ** * : /cvqTonG/fonn/mcdrpcrm ********* TOWNOF VAIL DEPARTMENTOFCOMMUNITYDEVELOPMENT 75 S.FRONTAGEROAD vArL. co 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M04-0199 Bo4-oott? Job Address: 600 VAIL VALLEY DR VAIL Status . . . : ISSUED Location.....: 600 VAIL VALLEY DRM, UNIT F-7 Applied. . : 0912812004 ParcelNo...: 210108119007 Issued. .: 10/04/2004 ProjectNo ' ?ho5-O6g Expires. .: 04102/2005 v APPLICANT SWEDE'S METAL FAB 09/28/2004 Phone: 91 0-390-11'76 P.O. BOX 801 MINTURN, CO 87645 I-.,icense : 239 -lq OWNER OCHOA. HTIJDA 09/28/2004 phone: 6513 HOPKINS NECK RD EASTON MD 21,60L-17 03 License: CONTRACTOR SWEDE'S METAL FAB 09/28/2004 Phone: 970-390-1176 P.O. BOX 801 MTNTURN, CO 81645 License:239-u Desciption: VENT RANGE, VENT DRYER, VENT 2 BATH FANS Valuation: $600.00 Fireplace Information:Restrictedr Y # ofGas Appliances: 0 # ofGas l.ogs; 0 # of Woqd Pe et. 0 t***'tr*L***;*)***x'r**,*:**r'**:***,t'*r*rr*:*t *,rr,**,t:i**,t*,*******:lrr.,*!*tr,tx:r****,t** FEE suMMARy Mechanical---> Plan Check--> Investigation-> Will Call---> * * * * * )t )t,N** * )* * * * *:*:r * *:t* * r* * 520. 00 RestuaEnt Plan Review-> S5.00 DRBFee-----.---------> $o . oo ToTAL F'EES----------> s3.00 $0. 00 Total Calculated Fees--> $0 . 00 Additional Fees--------> S28.00 Total Permit Fe€------> Payments-----------------> BAI-ANCE DUE....---..> s28.00 s0.00 $28.00 s28.00 s0.00 IIem: O51OO BUILDING DEPARTMENT a9 /28/2004 JS Item: 05500 FIRE DEPARTMENT Action: AP CONDITION OF APPROVAL Cond:12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Condt 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER SEC. 701 OF THE 1997 UMC, OR SECTION 701 0F THE 1,997 rMC. Cond:23 (BLDG. ) : fNSfALLATTON MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO CHAPTER 1.0 OF THE 1997 IIMC, CHAPTER 10 OF THE 1997 IMC, Cond: 25 (BI,DG. ) : GAS APPI,IANCES SHAI,L BE VENTED ACCORDING TO CHAPTER 8 AND SHALL TERMTNATE AS SPECIFfED TN SEC.BO6 OF THE 1997 UMC, OR C}IAPTER 8 OF THE 1997 IMC. Cond:29 (BI-,DG,): ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC.1O17 OF THE 1997 UMC AND CHAPTER 3 OF THE 1997 IMC. Cond:31 '1. *+ *+**.t ** * **** ***:! ** ** ** * * * **** * ++ *** * * ++ *'i **** ** * *** * **** * * * * * ** **++** * * * * **** * *****+{.* * ** TOWNOFVAIL, COLORADO Statement ******'t'*****:*,t*********+******,t{r't*il+*{.****************+***********,t*,}*********************** StatemenE Number: R040006809 Arnount: S28.00 IO/04/200409:27 AM Pa)ment Method: Check MetalFab 1364 lnit: DDG Notation: Swede's $28.00 *,3** ******+* * *** ** * '! 't *:+ * **:t* * * **** *+ * +** ** * ** * * ** * ** * *** * * **** +++ * ** + * * * * * **** * * * **++* ****** ACCOTINT ITEM LIST: Account Code Description Current Pmts Permit No: Parcel No:Site Address : Location: This Payment: MP 00L00003111100 PF 0010000311-2300 wc 0010000311_2800 M04- 019 9 21,0708L19001 5OO VAIL VAI,LEY 600 VAIL VAI,I,EY Tvpe : MECHANf CAI-., PERMIT DR VAII, DRIVE, UNIT F_?Total Fees:Total ALJIJ Pmt.s: Balance: $28.00 $28.00 )U. UU MECHANICAL PERMIT FEES PLAN CHECK FEES WILL CALI.,, INSPECTION FEE 20.00 5.00 3 .00 I TWNOFVIN 75 S. Frontage Rd. Vail, Colorado 81657 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGN Project #:oV -o6gj Building Permit #: Mechanical Permit #: 97 O- 47 9-2149 (Inspections) Permit will not be accepted without the following: OI O ffir#ry- CONTRACTOIT INFORMATION RHEEIVM ."P z [i ."t]4 I9vsprur.oEv. Mechanical Contractor: _}o,zC.; I tilel^l f}t Town ofVail Reg. No.: ,9 37 //1 Contact and Phone #'s: 8'/ s' t:rt s7 .7;?<-t | ( 7 C E-Mail Address: ,"--^,-r lW,,.< to scale to incl MECHANICAL: $ 6Cn9 cqMPTETE VALUATTON FOR MECHANTCAL PERMTT & Materials ********x*********x*xx*xFoR OFFICE USE ONLy******xx***x*******x******+** Other Fees:Planner Sisn-off:Accepted By: DRB Fees:Date Received: Contact Assessorc Offrce at 970-328-864O or visit for Parcel #P*d#.<tO tr.Z,ttf Job Name: Cehcrq JobAddress: ({u-' UlAi| 7-t61[.=7 W rV{TL.-rrrJ .^,.;* F^f LegalDescription ll Lot: ll etoct: ll riling:Subdivision: Owners Nut"tlc-hdrA Address: CLt3 f{-yt {{l*s ruc-.! Engineer:Address:Phone: Detailed description of work: Oa,=i- fi.r*ps urrr-,r >*1" rlc-:t- ,i RJa f.+^.s WorkClass: New() 49ttlon( I Atteration(y) Repair( ) Other( ) Boiler Location: Interior ( ) Exterior ( ) Other ( )Does an EHU exidt at this location: yes ( ) No ( ) Type of Bldg: single-family ( ) Duplex ( ) Mutti-famity pfl commercial ( ) Restaurant ( ) orher( ) No. of Existing Dwelling Units in this building:No. of Accommodation Units in this buildinq: Non-vpe of Fireplaces Existing: Gas Appliances ( ) Gas Lo-qs ( ) wood/pellet ( ) wood Burninq ( Noflype of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NoT ALLOWED) Isthi5aconversionfromawoodburningfireplacetoanEPAPhaseit@ \WAiI\dAIA\CdCV\FORMS\PERMITS\MECHPERM,DOC 7b t olt26tzoo2 I TOWN OF VAIL DEPARTMENT OF COMMTJNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2t38 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBINC PERMIT Permit #: P04-0059 Job Address: 600 VAIL VALLEY DR VAIL Status . . . : ISSUED Location.....: 600 VAIL VALLEY DRIVE, UNIT F-7 Applied . . : 05127/2004 Parcel No...: 2101081 19007 Issued . . : 05/2812004 ProjectNo : Expires. .: lll24l1004 ohrNER ocHoA, HrLDA O5/27/2OO4 phone: 6613 HOPKINS NECK RD EASTON MD 2r60L-7703 License: COT{TRACTOR KELLY'S QUALITY PI-,IJMBING SEF.OS/ 27 /2004 PhONC : 9?0.328-5093 P. O. Box 318 7 Eagle, co UI-bJI License ? 279-P APPIJICANT KELLY' S QUAIITY pI_,ItMBINc SEF.OS/2'7 /2004 phone: 970-328-6093 P.O. Box 3l-87 Eagle, co 8163 L License : 279-P Desciption: ADDING A NATURAL cAS LINE FOR INDOOR FIREPLACE, ONE COOK TOP, ONE OUTDOOR FIREPLACE AND ONE BBQ GzuLL Valuation: $3,500.00 Fireplace Informalion: Restricted: ?? # ofGas Appliances: ?? # of Gas Logs: 2' i of Wood Pallet: ?? 'l t** * !t * t,** * * r* *,r * Plumbing--> 960 . 00 RestuaRnt Plan Review--> $o . 0O 'Iotal Calculat€d Fees--> g7s . oo Plan Check--> S15 . 00 DRB Fee - - > $o . OO Additional Fees-> go .00 lnvestigadon-> S0 .00 TO1'AI FEES---> S?8 . OO Total Permit Fee-> S?B . 00 Will Call---> 53.00 Pavments--> 5?8.00 BAIANCE DUE-> S0 . o0 *l * * l. tit * * * *t *'l l * Item: 05100 BUILDING DEPARTMEMT a- laa laaat +,a5/2't / 2tlo4 JS Action: AP Iten: 05600 FIRE DEPARTMEI\m CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELTD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. 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 of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADVANCE BY OR AT OUR OFFICE FROM 8:00 AM - 4 PM. * !t:!*****,!*:r. *** * ********** ************ * * * * * * * t * * r. * {. * * * * ** +**++* *+*** ** ** *f r*f ,} *:} *** *** **** *** TowN oF VAIL, coloRADocopy Reprinted on 05-28-2004 at 08:57:04 ostz}l2004 Statement *+*+ + + + * * * * * + * * + * * * * * * * ******* ********tr ****** *+** ****+,i*** ************ ****** **** *++**+ **** ** Statement Nurnber: R040005916 Amount: g?9.00 OS/27/2OO4LL:19 Alvl Payment MeEhod: Check Init: ,Js Notation: #1549/KEL,ty'S QUAIJITY PIJUMBING Permit No: p04-0059 Tlrpe: PLIIMBING PERMIT Parcel No: 2101081-L9 0 07 Site Addre6s: 5OO VAIIJ VA].,IJEY DR VAIL IJocation: 5OO VAIII VAIJIJEY DRIVE, I]NIT F-7 TotaL Fees: $78.00 This Payment: g?B .00 Totat ]\L,IJ pmt,s: gZ8 .00 Balance: $0.00 ****1.**{'** ***{.**** ****+**** *****+***+t*+ * + +* * * * ** * * * * * * * * * * *******{.*****t ** *** ** +*********++ ACCOIJNT ITEM LIST: Account Code 0escription Current prnts PF 00100003112300 pLAN CHECK FEES 15.00 PP OO1OOOO31111OO PLUMBING PERMIT FTES 60.00 I,.JC OO1OOOO31128OO hJILL CALL INSPECTION FEE 3.OO APPUCATION WILL 'b?Ii,,?i#*"El-or -oo93 Building Permit #: Plumbing Permit #: 970-479-2t49 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION COMPTETE VALUATION FOR PLUMBING PERMIT (Labor & Materials) Contact and Phone #'s: 177-<tqZs umbing Contractor: 5 Ca*f, Town of Vail Reg. No.: E-Mail Address: PLUMBING: $'%).*o for Parcel Contact Assessorc Office at 970-328-8640 or visit # Parcel# Zt1/otl/qCD7 Job Name: N<ra(Ku7ry,ls t/*;,1 trZ robAddress: 6rc V*i Voll.v 0o Legal Description ll Lot: ll Block ll Filingr Subdivision: Owners [rl6ms; {,Lta &t-ro ^AddreSS: 6613 No? i{J"r s MEcr< EF llA sz-..".l Ind 2t0'ol - -7 7o3 Phone: gHS*tCr,t trff€++Feefi-*ddtrss;fhoner Detaifed description of work: k-U*A * p*l-*l $O l-,,nt.lq,- C'L<' tL-E)lr)^-,l. r.e ,' kc--, c21t1( cc<'tlL'fap ? OJe c^**Aq.,.. .di* - l:.re .ut) or.e bnnJs.rt.c r* rr, U Work Class: New ( ) Addition R) Alteration (k) Repair ( ) Other ( ) Type of Bldg.: Single-family( ) Duplex ( ) Multi-family/Q Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this buildingl No, of Accommodation Units in this building: Moodburningfirep|acetoanEPAPhaseIIdevice?YesflNo() * ***r.***** * ** ** ******** ******* *********FOR OFFICE USE ON ************************************* REc'D MAY 272004 (/ \Wail\data\cdev\l;ORMS\PERM ITS\PLMBPERM. DOC 0'tD6/2002 TOWN OF VAIL DEPARTMENTOF COMMIJNITYDEVELOPMENT 75 S,FRONTAGEROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TMES PLUMBINGPERMIT Perrnit #: PA4-0107 Job Address: 600 VAIL VALLEY DR VAIL Status . . . : ISSUED l,ocation.....: 600 VAIL VALLEY DRIVE, UNIT F-7 Applied . . : O9/t0/2004 Parcel No...: 210108119007 Issued . . : 09120/2004 Project No , -p3tocl -oO I 3 Expires . .: 0311912005 OWNER OCHOA, HILDA 09/1-0/2004 phone: 6613 HOPKINS NECK RD EASTON I4D 2]-601-77 03 License: CONTRACTOR KELLY'S QUALITY PLIIMBING SER09/l-0l2004 Phone: 970-328-5093 P.O. Box 3187 Eagle, CO 8l-63 L License : 279-P APPLICANT KELLY'S QUAI,ITY PLIJMBING SERO9/10/2004 Phone: 970-328-6093 P.O. Box 3187 Eagle, CO 6l-bJJ-License:279-p Desciption: RELOCATE DRAIN VENT AND WATER FOR THREE LAVS, TWO TLIBS, ONE KITCHEN SINK. ADD DRAIN VENT AND WATER FOR TWO CLOTHES WASHERS AND ONELAI.JNDRY SINK. Valuation: $15,000.00 Fireplace lnforrnation: Restricted: ??# ofGas Appliances: ??# ofGas Ings: ?? #of Wood Pallet: ?? FEE SUMMARY Plumbing--> $225.00 Restuarant Plan Review->S0 . 00 Total Calculated F€€s--> 52a4.25 Plan Check--> lnYestigation-> Will Call---> Ss6.25 DRBFee----------->50.00 AdditionalFees------> BALANCE DUE.-----> Payments----------> S284.25 $0.00 s0.00 50.00 T9TAL FEES__> s294.25 Total permit Fee______> S2a4.z5 s3.00 rtem: 05100 aUTLDTNG DEPARTMENT 09/t0/2004 JS Action: AP IIem: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in fuIl the information required, completed an accurate plot plan, a:ld 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, desip rwiew approved, Uniform Building Code and other ordinances of the Town applicable th€reto. REQUESTS FOR INSPECTION SHALL BEMADETWF)I|"FOUR HoURS I) ADVANCE By_TELEPHONE AT 479-2149 oR AT OUR OFFICE FROM 8:00 AM - 4 PM. 7u //,{b / //W*- ***** ++**+ +*+*++++ +++++++i++*t*+* *************t+* ** *t{.*t*l** *****************+++++* + + ++'t **** TOWNOFVAIL. COLORADO Statement ***++*** +++ + + ++++++**********{.*****+*** *******{ **+*************+* ****++*+++*++******** *r}* * ** Statement Number: R040006698 Amount: Palment MeEhod: Check Plumbing 155 8 $284.25 09 / 20/200402 :35 PM Init: DDG Notation: Kelly's Quality Permit No: Parcel No: Site Address : Location: This Payment: P04 - 0107 2101- 08119 0 0? 600 VATL VALI.,EY 600 VAII., VALI,EY $284.25 tl4)e: PiJUMBING PERMIT DR VATL DR]VE, UNIT F-7 Total Fees:Total Al-.,L Pmts : Balance: s284.25 $284.25 +U. UU **+*+ + +**+ ++++++++****** **'l+*********** **** *1.*+***** ***+++*+***** ***'i**** * *****************+ ACCOI]NT ITEM LIST: Account Code Descripti on Current Pmts PF 00100003112300 PP 00100003111100 wc 001000031]2800 PI,AN CHECK FEES PI,UMBING PERMIT FEES WTLI, CALL INSPECTION FEE )o.zJ 4Z) . VV 3 .00 APPTICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR oY- 6dB3 '-ol07 Building Permit #: Permit # 2t49 NWNAFVAIL 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION bing Contractor:Town of Vail Reg. No.:C-ontact and Phone #'s: E-Mail COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials) Ass€ssrs Offie at 97O-328-864O or visit Parcef # Zlo tog a(qcb lob Name: Uon l-l*,""{-' Ujl F.-JobAddress: , 96 {a1 | (a[ley Dr., \/n+,1 ,Ca. ktt,5 Detailed description of work: t?e&q4<, OeAt tvanl n+cl 7 lu;o'TuBs rcuc 'cio{ ler, l.-\t trz.- < c,c{ Orl< | ..,^-tr,^, \,i WorkClass: New( ) Addition( ) Alteration$4J Repair( ) Other( ) Type of Bldg.: Single-family ( ) Duplex ( ) Multi-family ){ Commercial ( ) Restaurant ( ) Other ( ) No. of Acommodation Units in this building:No. of Existing Dwelling Units in this building: Is this a conversion from a wood burning fireplace to an EPA Phase U device? Yes ( ) PLUMBING: $ ***************************************FOR OFFICE USE ONLY****************!t**************,r't***t Other Fees:Date Received; DRB Fees:Aceoted Bv: Planner Siqn-off: RICD SEp - i, 2004 29'1-t fffi)*ryfi .! nspectlon Request Reportlng \tAtL. co:Toyt t{ oF Page 40 Requested InsFect Date: Frlday, ilovernber 19, 2004 lnsoection Area: JRIU SIte Address: 600 VAIL VALLEY DR VAIL 6O0 VAL VALLEY DRIVE, UNIT F.7 AIP/D lnformaton Actlvltv: B0*Ot)69 TyD€: A-MF Sub Tvpe: AMF Status: ISSUED Const Ty16: Occupaircy: 0'se: lll A Insp Area: JRM Oiv-rfur: OCHOA. HILDA Applicont: NEDBOCONSTRUCTION Phone: 970"84$1001 Cont.dor: NEDSOCONSTRUCTION Phone: 97t)-845.1m1 Descrlptofl: wlNDOW,TTODIFiCATIONS BELOW DEGK EI{CLOSURE AND EGRESS STAIR fiTIODIFICATIONS COMMENi: ROUTED TO JR, IVIATT GENNER AND FIRE . JSUTI.IER Reouested lnspectlon(s I Requ$ted Tlme: 0t:00 PIT Phon€: 977-0326 Eniar€d By: DGOLD€N K Inspec'ton Hlsbry Item; 90 BLDGflnal Requesior: NEDBO CoNSTRUCTIoN Asshn€d To: CDAVIS - Actlon: Time Etp: Itam: Itom: 226 FIRE DEPT. f{OTIFEATffCN 10 BLDc-Foolinodsto€l " ApDroved " O317/(X- Insp€clor: JRM ' ' Action. AP APPROVED Comm€nts: APPRO\IED 20 BlDG-Foundaton/Steel - Approved - 05/20/M Inspoctor: JRM ' Action AP APPROVED 30 BLDG-Framlng - Approved " 6l14tM-lnsgector: GCO' Actton: CRCORRECTONREOUIRED COMMENTS: ADD ML HEADER ON sth FLOOR AS SHOWN ON PLA$IS Item: ngm: t, Design Review Board ACTION FORM TOITN Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 teli 970.479.2739 fax: 970.479.2452 web: www.ci.vail.co.us Project Name: OCHOA ADDfiON Project Description: WINDOW MODIRCATIONS BELOW DECK ENCLOSURE AND EGRESS STAIR MODIFICATIONS Participants: OWNER OCHOA, HILDA 6613 HOPKINS NECK RD EASTON 04/01/2004 Phone: MD 21601-7703 Licensei APPLICANT K.H. WEBB ARCHITECTS PC 0410112004 Phone'.970-477-2990 953 S. FRONTAGE RD, STE 216 VAIL, CO 81657 License: C000001627 ARCHITECT K.H. WEBB ARCHITECTS PC 0410112004 Phone:970-477-2990 953 S. FRONTAGE RD, STE 216 VAIL, CO 81657 License: C000001527 Project Addressr 600 VAIL VALLEY DR VAIL Location: 600 VAIL VALLEY DRIVE, UNIT F-7 Legal Descriptioni Lot: Block: Fl Subdivision: NORTHWOODS CONDOMINIUMS Parcel Number: 210108119007 Comments: see conditions DRB Numben DR8040105 Motion By: Second By: Vote: Conditions: BOARD/STAFF ACTION Action: STAFFAPR Date of Approvalz 041 7612004 Cond: B (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): 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. l. r, 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 Gennett DRB Fee Paid: $3OO.OO !'|fffi ,29 ?OO4 2z t'7Pl,l l.*.rr"=RHTEGIC ITIVESTl.IENT llAR-20-2004 FRI 04:30 Pl',l K,H,I,IEBB ARCHITECTS FA.\ NO,970 4?7 2965 p.2 P, 02 RECEIVE r. I0t4/N Applicaiion for Deslgn Revlow Deprnment of Conft unily Devslopmsnl ?5 s(IJ th FronlagE Foed, V.ll, ColoBdo 8t 857 tefi 070.479.3139 frx: g7 0,479.2452 web : www.ci.YRil,c_o.u! Gencral Inlormltion: Al prollcts rcquirin0 drsttn .ovle,w fiust recelve rpporal pdol lo submittilu 3 buildin0 pefm'n aFplication. Plsas€ lefct to the rubrr ttal r6qul :monF lor lhc partlcular rppmval thet is rEqu6hd. Ar applicstion lor Dcsign Rwiew clnnot bs flccapted untll itlr r€qulrcd Inlotrn![on is roc€fusd by lhg Comrhuriv powlopment oopE/tmcnt. The Projoct may also naaC to ho roviorvod by tho Tgwn CotrMjl arrl/o. llo Plrnnlno 3nd Environdsnlal Commiiclon. Dsslgn tavlct 0Pprovel |tpsoS unloss q bullding pormll ls lsrso.l rnd conltruetlon commefioDi rvlthio qna yc.r el lhe approval. Derorlptlon of thc Rqqr Ea+c:Vm:w.+l qussl: Locrllon of iho Proposal: Lot; Ell eloak:st"tdtvls lon:-St'ffu 12ls-GdsldAq,,,t: phy srcs r A r rd,! s', -Qff_. \laiL !J44rDdler_0rrr{: Er Forcol No.: ZtOlgattlcDl .--- (cantatt Eagle Co, Assessor at 970-328-8040 tor parcelno.) zuntn g r -,.. F !P- *e--.."" -- 11 Pho ne : =l.t)l-^ ?*A,.MZZ- $50 Plu3 $l.m pEr squrc foot of l6trl 3gn a.er. No Fee i650 f.or conslruclion of e nev, buildirg or oemo/rrbultd. ($300 ) For En addition whBr0 Bquars tootaCp 13 rddld to ary tcldenlial or -- commofcial buildhg (indud.3 250 addthns & intefior convs]sions). 0260 For minot chonges b bu'ldings and sitc irnprov€monls, iuch as, terdofing, painling, $rinclow rdditlgnr, lehd8cnDino, fenc6€ and tEblnlng wclls. olc. 120 Fo. mino? changsgto buildings ar|d slte imprcvrr|Gnb, such.3, leroofing, psinihg, window eddillcrg, landlcophg, fancas snd retalning vrsllr, cE. l?0 For rovislors b pl i aircady approved ry Phnnir€ Sloft or tho Dcrilrn Rcvlerv goald, No Foo Nonrels) of owner(r): .JliS+--Calap* lrrrciljns_Addross t - bb- h Ownor(r! Sigtleturo16l: Nrrms ol Appllcant: Mailing Addressl t;;,,r d;;,i T4di[F,t+iui%ri[ri',- Typo o; ;lovlsw and Fse:. signo . CqlmFEal Bevlcw ' Ncw Crrlslnntlon .)p moition . MinorNledtion (nrulli-linlily/ootnmsrclol) , Minor Altcretlxr (eh't g lo-frynily/dupl.x) . Char6os to tfpprovod funs . Seporo(nn Ra$Rit Fe00 1 0f 12/06/17103 { P.O. BOX l23l VAIL, COLORADO 81658 303-476-3486 Fax: 303479-9093 NorlhwoodsCnndominiunAssociation To: Town of Vail From: Jim Akin, General Manager of Northwoods Condominium Subiect:2004 Remodel The following unit Remodel has been approved by the Architectural Review Committee of Northwoods Condominium Association: Town Home F-7 - Remodel of,first floor, change entry to guest bedroom, laundry and closets. Change the North windows on the 3'd floor living room. Remodel the kitchen. Expand the dinning room area out to deck underneath the existing balcony. Change exterior exit stairs to match unit F-3. Approvals ofthese projects are conditional on the owners following the Procedures for Approval of Architectural Changes Requested by Owners established by the Association. 6r[o^^,r''*"h 3l' 2004 Land Title Guarantee Company CUSTOMTJR DI,STRIB U TION Date: 03-31'.21104 Itoperty Arldres: -- Our Ords Numbcr: V5001)49llll C${DOMINIUM UNN' I'.7, BUILDING,T" NORTITWOODS CONDOMINTUMS KIL TVBE t53 lt tKn\TA(;ll RI). W- !' IL PROTTSSIC.I L [LDG,, Sttrr! 216 VAIL CO 81657 Pllrctr*t nllttll -L99O Igo: tl04fl4l6 S€rt Via I'u If yru have any iquiries or rtquirc filhcr a.*sirtrrq plea.re co6ct on of fte mdrcrr below: For fitle Assistunce: Vail Title Dept Rogcr Avila IO8 S. TT,ONTAGE RD. W. #203 P.O. ROX 3s7 vAtL, CO E1.657 Phone: 91F47G225L Fax: 970-c76.4i132 liMail: ravila@Itgc.com ,Frbm Land Tit'l e (SD)Tue 30 Mar ?O04 O4:25:.42 ; -t;O Page 4 of 9 Clicgo 1I0c loeuram Comgany ALTA COMMITIVTENT Our Ordcr No V5lX)049ffi Scledule A -- Ch.gL Ref.: Property Addre*: CTNDOtrItr{IUM IJI{IT F.Z DUII)ING F, N0RIETry(X)DS CONDOIIIINIUMS l. Effective Datc: lltnth 1& 2Ul4 rt 5:ll0 P.M. 2. Policy to bc l^ssued, and Itoprxed Insureill IdourdionBidcr Pruposed llnurd. HILDA OCIIOA 3. The srtate or interert iu thc land described or referred to in thls Commitnent and covercd herein is: A Fce .$tnple 4, fiUc l,o thc cstatc or inlcrcst covcrcd hcrcin is at lhc clfcttvc dalc tlcrcol vcsttd itr: HN,DA O(XOA 5. Thc lad rcfcrrcd to in this Commilmcnt ig dcscribcd as follows: CONDOMINTTJM TJNII F-7, BUILIIING 4 NORTEWil)D.S CONDOMINIUIVI ACCURDING TO THE cch{Do}trNrIJM MAP THDREOF, RECORI'F]D DtrcEMRrin 23, rns, rN THll RrlCOnDs oF THn CLE*I( AND RECORDT:R OI'}:AGUJ COUNIY' COIORADO IN BOOK 243 AT PAGT: tll A}ID AS DEII[D IN IEE CO{DOMINIUM DELI,ARATION REC(XDED DECEIVTBER 23, IYIs IN B(X)K 243 AT PAGE 8r0 OF St Cr{ RTJCOnDS, COUNTY OF F/\crfi, STATI' OF COT,ORADO. , From Land Tit]e (SD)Tue 30 Mar 2004 04:25:42 PM Page 5 of 9 A LTA C OMMITMEN T Sche@le R - Section 1 (Rquirtmenls) Our Order Nrr. V50004qn Thc tollowiog arc lhc rcquircmcnls !o bc csmplicd with: Ibm (a) ltyrnnl lo or for lhc account ol lhc granbn or mrlggors of 0rc firll coaidcra{ion for lhc cslalc or inhmst tl be imurd. Itcn (b) rtopcr irlruncnt{s) crcoling thc cslalc or inlcrest lo bc inurtd nnrst bc c&cutcd ad duly lilcd for nrcond IXcm (c) FtytrEnl of dt larca, chargcs or rscrsmcnls lcvicd ad asscsscd against lhc subjctt p.smfucs wtic-h src duc adpyable. ficm (O Addlioml iI rry dscloecd bclow: ilils COMMTTMENT tS t'OR tNl-oRr|lA1-roN or{LY, AND No t lot,lcY Wll .l . Btr lssutrl) PTJR.SUANTHERETO. , From Land Title (SD)Tue 30 Mar 2004 04:25:42 PM MST Page 6 of 9 ALTA COMMTTMI]N 1' sctrcff;B-Seclion2 @rccptftrnr) Our Order No. V5lll0490{l Thc policy or policies !o bc issucd will coulain crccplions to thc fomwG udus lbc samc arc disposcd ol t0 the $sfifiaction of the Company: 1. Righls or clains of porfcs in porscssion rot shown by lhc pttHic rccor*. 2. fheilEntr, or clainrs of easerrpnte, not shown by dre pllic rtcordr. 3. Dincrtgamiel codiclr in lxrdary lircs, sho@e in uu, e.u:mrhrcn$, and my frts wHctr a coritct lturYey Nd irspeclion of fie pmiser would dhclose td which art mt shown by fte public rccorrds. 4. Ary [en, or right tr a lieq for serlicts, lalnr rr uderirl lteetfrr;e or helrafbr tnfthe4 iopottd try law d mt shown by fie prtlic records. 5. Defects, frrc, eagmfurmas, advene ddm; or ottrr rutlen, if ary, crc*e4 fntt appuiA in fte pbtc recordr or afitulfrg eftcqelrt to t* eilfecfve da& lrercof H prior b fte dab Ot poposed i]EE€d acqdrt* of record for vdrl lhc e6blc or inlcrcst or tm(gagc lhcrton covcrtd by ahrs Commilmcd. 5. Tues or special ssessrner*e wlich arc rnt rhown e existirg liens by flre public rcctrrdr. o dr Tacrrcds office. 7- Llens for rqrdd waler ad sewer charger, if rny.. & ln addilion, thc owct's policy will bc rubjcct lo thc anrtgagq if any, olcd in Scclion 1 of Schcdufc B hftof. 9. RIGIIT OI,'PROPRTETOR Ott A VEIN OR I,ODII 10 EXTRACT AND $E[4OVB HIS ORD THDRMOM SHoT]LD THE SAME BE Ffi]ND TO PtsI{EITAIE 0R INTER.SECT TIIE PREMNE.S AS RIISERYTfi IN UNTTFD STATES PATRNT RECORDIdD l\'IY 20, 1905, IN ROOK 48 AT PAC,E s1l- 10. RIGTTT OT.' WAY TORDITCTIES OR CANAIS CONSTRU T]'D BY THE AUTTIORIIY OT. THE UNIIM STAIE^S A"S RE^SRVD IN UNITED STAIE.S PAIEI\T RECORDD MAY 20, 1905' IN ROOK48 AT PAGD 511. . II. RESTRICTN4I, COvrfl\ANTS WHICH DO NOT COFITAIN A FORIIfiITURR OR RIYTdRTTCR CTAU$I BUTOMlTtfNG RFSTRTCTIONS, Itr'ANY, BASI:D ON ITACq CON,O& TSLTGION' O{ NAIIG{AL ORI(itN, A,S CG{TAINED IN INSIRI]ME{TRFI]ORDD DFIANBMlT, 1965, IN BOOK 187 AT PAGN 5I5. 72. rrrOSE PROVXSTONS, COVENANTS AND CONDTTTONS, FASfdtvrENrS AND RESTRTCTrcNS, wHren ARE A BURDISI 10 l'H.E CONDOMINTUTi UNIT DESCRIBIID IN SCHBDULE A, AS (I}NTAINED IN INSTRT'MENT NF,CORDED DFITMBER 8, IMA IN BfiIK 243 AT PAGE t10. 13. CR6S T'\STfi|T,JI{T AGREII.MTNT DATIdD AUffJST 21, IY'4 RT'TWtrrcN VAtr, ASSOCIATT4S' ,From Land Tltle (SD)Tue 30 Mar 20O4 04225:,42 PM ttSTO Page 7 of 9 ALTA COMMI.TMEN T ScheddeB-Section2 (Ercep6ons) Our Order No, V5fil0490lt Thc policy or policics to bc issucd will contain cxccptions io ahc foltowing unlcss thc sanc are disPoscd of tr the satidaction of thc Company: INC, A COLORADO CORI}oIIAIION AND VAILMbA'ROIIOT,II'AN RECRI]ATION I}$T'RICI' RECORDED DECEVIBERz3, 1y'5 IN BU)K243 ATPA(E 8ll!t, A.S ITMAY ATTECTA FORTTON OF SUBFCT PROPFJRTY. 14. EASEtt|tl!{T AhID RrcHT ClF WAY FOR DT,DCTRrc I,INTCS PURPOST4S CR,ANTTJD TO ITOI,Y CROSS ELDCTRTC ASSOCIAIION, sY VAIL ASSOCIATBS, INC., A COLORAU,O CoxpiOttll'loN ANI) NOnilHW(mDS COTIDOLIFIIIMA.TS(UATIG'{, A C'OLORADONOI{.IROEIT COnFOnATIOFI BY TNSTRIIMTNT nr'CORDFL MAY 9, 1yt9 IN R(x)K 2a5 AT PAGA 2$ rN WITICH THE SPECII'IC T/OCATION O}'THS }:ASEN,UNT IS NOT DI]r-INLD. 15. fiASEM0NIS, RIF'ERVATTONS AND RtlSTRrclrOllS AS SHOU'I{ OR RT6ERVED ON TH[: RECORDED II,,AT (X' NORTITW(X)NS CoNDOIVIINUIIIS. ,From Land Title (SD)Tue 30 Mar 2004 04:25:42 PM MSTO Page 8 of 9 LAND TITLT] GUARANTDB COMPAN Y DLSCLOST]RE STATEMEI.{TS Nrft: Itrsuad ftl CT.S lG 11-122' nrtice ir herrtry given Sd: A) The subject real foffty rnsy be locded in a spcial hxiry dishict B) A CJrrincdc ot Taxca Duc tisli4 srch |tting judsdic'lion my bc ohaird fmn lhc Coudy Iltulutt's adodzed rynL C; The irdormdion rcgafrrg speciat disbicts ard fte boudaries of such ifstsicb rrny be obttrrcd fmm tbc ltoard of Oounty CorrmissiotsrC tbe Coud.y Clcrk aod Rccorrdcr, or lhc County Asecssoa Nob: Iiffeclive September 1, 19E7, CRS 30-10.406 rcquirrs flut sll &c|tmnn rcceived for ncordng or fili€ in lbc clcrt ad rtcodcds oftrcc shal codain a bp mrgio of at lcst oc irch ad a lello dghf ad botbm margin of at lest om half of u inh. Ihe derk d nrordrr tnsy Efuie t) rccord or lile uy dlnmcff that doei not cod6nn, except flrd, Ore rcryiromrt for' fu bp mr4gin shall mt qfly b &curutt! usilE fomtr on wiich strncc is lmvidcd for rtcorrd4 or fili4 infomulion at thc lop mrgin of lh documd' Note Colorado Division of lrEururce Regotdom 3.5.1, Par4r4li C of Article YII requires ftlt 'Eve.ry li0c cnlity sllatl bc rtspciblc for alt nrallcrs whic"h appcar ol rccord gior to thc timc of ttcondrg wheuever tb tide edty cotrcb fte dori4 md ls resprmiHe fir rcuud4 eI' firing rrf legal fucurpnts rc$ulfr1g fmm fte huurlion whidl was dotl€d". Proviahd tut Iard fi0e Gtatte Compony coduels ttc closing of tbc ineurcd l'.raasaction ad ic rcspoaillc for ncordog lhc legd drrcrredls fmn fu hamrtirm, erceplion nmlnr 5 will mt aplrcar on lb ()rrrey's fillc Folicy od fte fenden Policy whn issed. Noh: Affirmlive mchrnic's lleu pobclion firr lhe Orrner nay he avdlablt (tfically by tbtclion of Tkception m. 4 o? SclgHe R, Soction 2 of tre Corlrftnert fhom 0r Owneds Policy b be ie$.d) upoo compliarc wilh lhc fdro*iq codilioa: A) Ihe lrrq 6"..ribed in Scbedle A of dd6 comrlfrreff nrust be i single fmily msl&ne wlic.h irrcludel a con&miniun or bwnlrouse uft B) No labor or malcdals havc bccn funtsbcd by mchnice or matcrial'srcn for puposcs of crn*tucdrm gu the Id described in $cfufrle A of ftis Ormrnifuieil wiftin fte grst 6 mrtr;. C) Ilp CompV rnut rueive or approgiab fidavit indefilfyrrg 0re Cornpalry 4rinst un-fiIed mchnic's qid mlcrial-mds lic6. D) Ihe Compmy rust rtcsiYe pap€[t rf bt rypopiab prtlrfuDt R) ff Orrc har beerr corrtrrlion, impmvenrcr*r or nrajor repirs rmdertalcn on fte Fopefty b te gurhased wilhin six nDotls prior h lhc Dsb of lhc Cormitmdr ltc rtquircmdc lo ouain covcr*c for uutcrnded llens will imludr: ithcknur of certain comtrrlion idonrdor[ finmid lfrrrmdion s b llrc sdhr, fte buitlr and or 0re corfrcbq payrrcnt d 0re moFiab premiun hlly cxcculcd }dc'nnity Agrccmnls salisfuclory lo lhc cumpony' s!4 atry addilioul rcqir$mnb as mry be mcessry fix an exmirdon of lhc drnesaid idormtron lry fte Coryry' No covcragc will bc givcn rrdcr any cirunnlarcs nor bbor or matcrid for which lhc icurd has co&rctod f<rr m rtod fo ry. Nolc: ftffiuad- lo CftS 10-11-123' mticc b hcrtby givca Iti.r mtice ryflies tr owret's prficy crurrndhrcuftt srfrddng r rrirral sevenmc irtutcd exceflioq or excefliorx, in Scluhle \ Sec{ion 2. A) Ibrl tbre ie 4cordcd cvidcac lhd a mirr.ral cslrlc h8 bccn scvcrcd, lcrcdr or oltcrwiec coweycd fnm lte srufre estile d ftat theie h r sulrbflial liblihrxrd lhat a ftird purty holdc iorrrc or all irtrtrt in oil, gq ottrr mircrds' or Scodlermd err4y in rhe propolty; nd B) ltaa such drcral cslab may ircludc tbc righl lo cdcr ad ust th popcrty without h sulre owrds peurdssirrl Noortna hcnin codaird wil| bG dccrrrl b obligalc ltc conpony b pmvidc an! of lb covctqcg referrcd 0r brtin rnlrrs the ahrve ardlirxn are fully sarirff. lori Dls60surE o9/o7lo2 Page 9 of 9 .TOINT NOTICE OF PNIVACY POLICY Fldclity National Fbancisl Grmp of Cornpanis/Gicago Tiflc Insuancc Conpany and Lmd fitlc Guananlcc Company July L' 2lXl1 Wc rt'cocnizc rd rcerct lhc rivtv cxpcclalbrn ol bdry's conlll*nl and lh nquirtmulsol4pflic{h tg$nt q$ stato !trii'itcv t8\rs. Wa hfic.vi tbd rirddit you nr/rrr rf hrw nrc usc yrlr I}n-FHIC trFtr lnl i irDmtl(Itr ("I'c$or$l lrtoriraaiodl. snd lo whom it is dscloecd -will fom lb bcis lor a dlalioahip of lnst bctwccn rs g{ lh puHlc bat wc r*lrc.'lhls ltiv:rcy Shtrnmf Doiirhn ltd crp}matfttn Wc n:srY{c lb right trr cbeqBc tDts ltivacy Slatcnrcnr fmm tirrc to lidc conirlcofwilh applielHc-givacy law* ln lhc coursc of our bu6im6s, wc ray collc*l Pcrsond lnfornralion about you from thc following sourocs: * I'mm aodicdion or olhcr fomrs wc rtccivc fmm vou or yow aulhorizcd $prT6cnldivc;. I,fi; tir'liT irssdom qrifi, or trxr th scniccs iriry drrfirrrd by' ns' ouff iafts, or othrt;+ I'mm 6ur idcrct wcb sitcsi I ltrim 6[ mHic nrcrrrtf nraifqind lry goe.lmntnt cntitcs tbd wc cithcr ohuin din:cdy fnm tfosc cnlilics o? fmm our dfliafur or otrcisi !trd * Ihm cirnErmr or othcrrclrrling 4crifts. Our Policies Regarding the Prolection of the Conldentiality and Security of Your Penonal Inlormrtion Wc urritrin nhmical ckctrmic d unrrdurel safrxuutl tr gotlct you Pcir,urul Mormdion fnrm unutfonlzrd rc4sc ormnFid;-Ec lioit rc4cgs td tti rtrroral lifomutioir ody ti ttosc cqltoyccs wto mcd guch *ccss in comcdon witt pnvidry poducti or sewic+s tt you {,r for otrcr lcgilimrb lxlsirrc$s FtrFlscs. Our Policies and Practices Rcgarrling lhe Sharing of Your Personal Infmmation Wc nuv shrrc vour ltrsonal ldrmlion wilh rxrr dfiliqhq ruch u irrrnmc ctryqnrdcl, a[c@ rrr ifur 44 cstdc sbfftcnrcril scryicc providcrt' Wc dso may disclosc your Pcaonal lnformlion: t !o ucds. brolcE or rrDrt8cnlativcs to Orovidc you wilh scrvfocf you bavc rcqrcslcd;* tri ffirU{rfy- cirfactrxii or scwlcc poi'idcrs wkr pnvidc scrviccx or pcdorn mmlcti4 or ttlbr fimfori ori our bchalf; and I t; ottu$ wtb whm $fd ctrr idr $d lrlrlcdng agrw* for llrrdncb or !ioric{* lhat wc bclcYc you my fid of inlcnst tn ddlion wc will dieclosc your Sc6ofll ldormalion whn you drtcl or givc rs pqmrissioq wlqn wc 4rc rqtircd tn' iaw ti <io so. or *hn wc ".srcx.ct frrodutrrd or crimind riivitics. Wt aftio my -dsclosc yortr ltn rn4 ldormali,on wlin olhcrrrisc rcnirill,cd bv aoolicaHc rivacy lawg s|.h eb lor cxmrdcr whn disclosurt 6 lrlcdcd tr edorce {lrr rights ld$iry irut of any &nsnrorf' furnlftn ttr n'laflrtmhip sith you Onc of lhc imnortEt nxurndHliliG| of sr}l|r' of our ffilelcd conryrdcs is to lt:cold *]cr|mfrt in ttc phlic dorrain Srrch-docrurcols' my conhin your ltrsonl ldomalioo Righl to Ac4css Your Pcrsonal InformrGon and Abitity to Corrcct Errore Or Rcqucsl Chaagcs Or Ddclion Ccrlain slalc's allord vou lhc dsfl to rcccss vour ]brsood lnlormation aa4 undcr ccrlain drclmr.|ar{q lo lid ou1 tr J6,xr iiiu tt*inid m<rm6nm ber hdr disctoscd Alxr, crtrin strtrx d(xd yttu lhg dght to !e$+{t _ conwtion arrcfunt or dlclion of yorr ftaood InfordioD. Wc nact've Urc dgxL 'rh+rc trrcIlnillgu Dy law' lo chargc r ri:morullc fct'tl crtvcr ttc crnts imrnrtd in rrsplrytng tr such rrqocrttt. AI rtqrst6 subddtlcd b thc Erbtity Nslionat lhnirl Groqp of ConrparicdCtic*o l'rllc lcurc Colpy stdl F in writic, d dclivcn:d tt tb followi4 ddtr*r: Pri vacv flnd iure Olficer fldcliti, Nalitiml l-ru'cid' ln" 4050 Calle Red' Suile 22O Santalttbra' CA Ynf0 tlultiplc Producls or Scrvicco lf wc covift you wilh mrc lhon orc fiorcid product or scryicc' you nuy *ccivc rDtt lhan om privacy mlicc fmm rfo. Wc rfoilr4iz: firr ry irconvcricac aft mry cnnc yoll fcrB PIrv.DO!.clf ,l ********'*****!*******'t*,F*****!*,r,f****************{.******+*****r!***r.****r.***+*****r!*******r!**** TOWN OF VAIL, COLORADO Statement *******+***t***+**rt***,1*'t **{.***+***!t*{ri(**'}**,r*****+****'***+x't **t ************,},t *********+**** Statement Number: R040005545 Anount: $300.00 04/0t/200403:40 pM Palment Method: Check Init : ,JS Notation: Permit No: DR8040106 T]4)e: DRB - Addition of GRFA Parcel No: 270IOAT1-9O07 SiIe AddTess; 5OO VAIIJ VAIJLEY DR VAIIJ I.,ocAtion: 5OO VAIIJ VAI,tEY DRIVE, I,NIT F-7 TotaL Fees: $300.00 This Payment: $300.00 Total AIIJ Pmt.s: $300.00 Balance: $0.00 + + ** * *:*:* * ** X * * ** * * * * * * * * * X * * * X * 'i* * * * * ** * * * tk x * * x * * * ** ** ** * * * ** * * * * * * * * **** * * 'k * * 'f * * * ** * * * * * * * * ACCOUNT ITEM LIST: Account Code Description Curr"ent Pmts DR OO1OOOO31122OO DESIGN REVIEI.I FEES 300.00 l- _fli rw il \_ _-/ lS^ dl - -_! \z dTH f :9_ =7 ENTRY FO APPRO\IED BYTHE TOWN OF VAIL DESIGN REVIEW BOARD DAir lLLQI ;,; . "77;7 ENTRY FO LEVTL l BATHRN/. DIMO LTVEL 1 BATHRM. PROPOSED At0l !5 a= =3 <t) = -:Z ' -l t4l o.o = :<F rJ-r tr 5 e, =:zEg g;d E== -I & cEl Pn0JECI: 2116 DiAWlt 8t: DATt: 01.i1.04 ltYt5t0l : o o o o IVASTER BEDROOI/ DEMO EXIST. WALLS W/ DASHED LINES -]- ^]"o=t \Vl anrH APPROYED EY DEs,J,qH'Ivor5#t oit-e, 4 //, HYDRO WHIRLPOOL BAIH LIVIL 2 MBATHRIV. DEN/O LEVEL ? MBATHRN/ PROPOSED =5 == 0_o <l) -= J Ltt 6.o ==F r4r F€1=;Le EE e, =6 g;e ===J 4,ao At02 o o o o o APPROVED TOWN OF DES,GN REV| rE: STAIR LANOINC r::-:-"- UP t- -J i-\o \7 LANNEfr: DEMO EXTST. I EXTERTOR WALI w/ DASHED L[lrES NNG STAIR UNIT 8 KITCHEN I-_i PRO]ECT AND PRESERVE _ KITCI.IEN APPLIANCES TO BE RELOCAIE? BEAM -\1'T_ \ _ I L_----J I L----- r REM OVE oEl ,-__f __ 'ro,.orJ l-l .ABOVE I L ] STAIR CASE I ir .,-t-.. |,/L A LEVIL CONVERT EXISTING FIREPLACE TO GAS -7 f-r f \ r\ n /'\ (-. f- f-\ \-J I l\ \--ll \J \)l,lJ LEVEL 3 1/8" - 1' DINING STAIRS !=-= =3 3 THE IL BOAR <D = -:z " J r.!,1 o.o =F-rlr =€d. =;(-, =e 4, ==o _iH ca !-. ===-l -l d,co It26 0t.11.04 PR0lErT: D IAI.{II BT: DAIE: Itv|lt0ilt: Ar03 o o a t l _l /- LINE OF LANDINC / AND BALCoNY ABovE _J_ I LINE OF STAIR RUN AND LANDING ABOVE APg$l\l i.t.jli:,, DEs\;N R: P$NN9R: BEDROON,,T #2i :LJ-.------\ru [-l aronooN/ffi t/+x3xFlAr MOUNTING PLATE TO BE FASTEN TO SIDE OF FLOOR SYSTEM \- \ BELOW LTVEL 4 PROPOSED -\T1 Ir] l_l eronoov +r F] BEDROOI/ #2 -l r,,!l 6 o ==F r+r qs 1, ;-r..? EE e, =E a-d cEl ===-t -.1 4 ECt 2 t26 01.1r.04 At04 o APPRO TOWN DESIGN REVI /- LANOING TO BE / REMOVED AND / DZCK TO BE CUT BACK / ro MATCH |FVFL 4 ------ uLr.A PISNNER: lt I ll ll . _____ Jl BALCONY LTVEL 5 1/8" -- 1'-0" BALCONY LOFT BEDROOM ATTIC STORA ATTIC STORAGE vLr/ \\\-- OPEN TO - \ BELOW \ffi LEVEL PROPOSED DIIV O LOFT BEDROOM ATTIC STORAGE ATTIC STORA !5 ah ==d= Y THE AIL J l+l o o =F-I+I F€e, ===9 t-? ;e .2, ==o _id ca !-. ===J -J d ca ll?6 01.1t.04 Ar05 APPROVE TOW|\{ O DES!GI'J REVI EXISTING WNDOWS EXISTING WNOOWS TO REMAIN TO REMAIN Pl-AllirJIi: _ LEVEL s + _,_______trvEs# WNDOW AND ANGLEO BAY TO BE REMOVED NEW WINDOW TO MATCH NEW NORTHWOODS SJZE STANDARDS LEVEL 2 ,T - t€vEL, o WEST ILTVATION DEMO WtST ELTV. PRCPOSED a:3 =B B D -l l4l 6.o ==a rrr =3 e, == =E=a "id cu === -l -J &, ocl 01.1t.04 PROJICT: DRAWI.I BY: DAIi: REY|lt0l : 420 | APPROVED THE !L TOWN OF DESIGN REVI BOAR -€ =g -* :- IU LANOING TO REMOVED CEDAR SH ROOFING <D -!z - CEDAR: ROOFING DATE: METAL AND CABLE li'rtilf."ot"t PLANi'lER: NEW STAIR LANDING UNIT 6 NEW STAIR LANDING SEE PLAN FOR DIMS. METAL RAILIN WOOD SIDING UNIT B UNIT 7 UNIT 6 -l t4l 6.o ==F rrt 9- €4=; =P tr? ==1==g =5- ===-t -t e.6 ANGLED WALL WALL, WINDOWS AND DOORS TO BE REMOVED UNIT B PELLA, FRENCH STYLE. 4 PART SLIDERS J'-0" x 6'- E" UNIT 7 WNDOWS TO BE REM OVED P[0JECr: DRAWN BY: DATE: Itvr5r0ill: 2116 01.1t.04 A202 SOUIH ETEVATION DTMO SOUTI_] ELEV PROPOSED ltf t't " T{-}"'"r, DESIGt'i i4;-; ,': DATE: P,l3i"ll,JER; _ LEVEL 4 S - LEVEL 3 + ..- tFVEr2+ _ tEVEt 1 + UNIT UNIT UNIT NORTI ELtV.EXISTIN G ;: ': :B 5 *P -t t+t a.o =xF rJ-r tr €1, ;= EA =, ==g;= === -t -a e,aa A203 TOWN O DESIGN REVI DArdr 41/t PLAi{i!i"_it: _ LEVEL 2 + UNIT 6 UNIT 7 UNIT B NORTH tLtV 1/8" -- 1'-0" PROPOSED 95 -I ^i a Y THE AIL BOA -t t r-J 6.o =, xF r.u tr3 e' ==(.r EE e, =5 a -'d EEI ===-l -r 4, AA A204 TOWN OF VAIL ?5 S. FRONTAGE ROAD vArL, CO 81657 97 0-47 9-2138 APPLICANT CONTRACTOR OWNER NOTE: THIS PERMIT ADD/ALr MF Job Address Location... Parcel No.. Project No. 600 VAIL VALLEY DR 600 VAIL VAIJLEY DR. 2101-081-19-007 PRJ96-0067 Status. . . Applied.. Issued... Expires. . Phone: 3034764305 Phone: 3034764305 I S SUED os/oe/ree6 os /15 /Lee 6 tt/Lt/tee6 DEPARTMENT OF COMMUNITY DEVELOPMENT MUST BE POSTED ON JOBSITE AT ALI.' TIMES BUILD PERMIT Permit #: 896-0090 NEDBO CONSTRUCTION P O BOX 3419, VAIL CO 81658 NEDBO CONSTRUCTION P O BOX 3419, VAIL CO 81658 BRII.,,I,,EMBOURG ARTURO - OCHOA 2824 O ST NW, WASHTNGTON DC HlLD 20007 DgcriPtion: \ aI.roRTHwooDs # F-7 _,\OccupancY: Rl Type Construction: V 1-HR >(_t).UV MuIti-Family Type V 1-Hour Not in table ! t- ffi ffitrtJrJ.tffiffi tiffi***'rls(* tEE SUllllARY ********i* Bui Lding----> 8EO.0O Restuafant P [!n Revieu--> .00 Totaf. catculated Fees--> ?,375.@ Additional, Fees-----> -00 TIT)e Occupancy: Rl Valuation: Fireptacc tnfornstion: Restiicted: 134,500 #0f Gas Appl, iances: DRB F Recreation Fee----------> C Iean-Up Deposit--------> TOTAL IEES..---- Add Sq Ft: 320 #0f Gas Logs:#Of t,ood/Pr l. Let: ?,375.@ 2,t75.W .m > 1@.00 Ptan Chcck---) Investigation> tli l,L Cal.l.----> 572.@ .00 3.00 320.OO 5 00.00 2.375 .@ Tota I Perni t Fee--------> Paynents------- BALANCE DUE.---- ffi *trrrffi ffi *tffili*ffi #fi(*#r*lHffi ****i*r*****t.* Dept: BUILDING Division: Dept: PLANNING Division: Dept: FIRE Division: DEPARTMENT APPROVAL DeDt: PUB WORK DrvJ-sron: ffi*rrffi***rrffiffitrffi*irffi t**********t*******t***********t******tt***it***i*ttrt** t See Page 2 of this Document for any conditions that nay aPply to this permit. DECLARATIONS I hereby acknovledge that I have read this appl.icat'ion, f il.l,ed out in tul,l, the infornation. required, conpteted.an accurate ptot pl.an, aird state th;t alt thc information proviUea as required is cornect. t agree to conpl'y with the infornrtion and Ptot Pl8n, io compty uith att ToHn ordinances and state [aws, and to buitd this structure according to the Toun's zoning and subdivision codes,'disign reviev approved, Uniforr Buitding Codc and other ordinances of thc Town appl'icabtc thereto- REouEsTs FoR rNspEcrroNs SHALL BE I|ADE T$ENTy-rouR HouRs rN AovANcE BY lEtE?y vrt rlat) oyAr orR ffFrcE //:("-.(/ Lu*On Item: 05100 BUILDING DEPARTMENT 05/14/I996 CHUCK Action: APPR IIbm:, O54OO PLANNING DEPARTMENT 05/09/I996 DOMINIC ACtiON: APPR It'em:' 05500 FIRE DEPARTMENT 05/13/1996 JEFF A ACTiON: APPR FIRE It'em:' 05500 PUBEIC WORKS Os/tO/t996 CHUCK Action: APPR TOV/Comm. Dev. Clean-up approved amount date D"p?T Refund c tean-t p Deposit coNsT.HIIISELT AI{D OIINER t'!' *******************************:r*******************!t**************************** CONDITIONS permir #: 896-0090 as of 05/15/96 status: ISSUED ******************************************************************************** permit Type: ADD/ALT MF BUILD PERMIT Applied: 05/09/1996 Applicant: NEDbo coNsTRUcTIoN iSsueO: O5'/.L?'/.!29-9 303476430s To ExPire: IL/LL/7996 Job Address: LOCAtiON: 600 VAIL VAILEY DR. Parcel No: 2101-081-19-007 Description: NORTHWOODS # F-7 Conditions: . 1.'FlEl,D INSpECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. 2. ALL PENETRAT]ONS IN WA],I,SICEILINGS'AND FLOORS TO BE SEATED WITH AN APPROVED FIRE MATERIAL. 3. SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY AS PER SEC.I21O OF THE 1991 UBC. 4. F'IRE DEPAR?MENT APPROVAL IS REQUIRED EEFORE ANY }'ORK CAN BE STARTED.5. FIRE SPRINKLER SHOP DRAWINGS MUST BE SUBMITTED PRYOR TO FRAM ING. 6 H ET x I a E st p ct o t 6 EI E{ s 6 E c E (' <; ,i otq d9 o o o gl c; F.C|&69 .o O(.| a I E a 6l JE F8 P8 dH EO o l, !Il 8E q !,O.l -qU <tr E oq A !t F C'E l|l o9 E ;E F |^a O n8 dro f E Al|2Z 55 EO !tt 0(a E F E 4 tr Fr 2Z E' FS 2 e BE fB l. I H4 ut R t{ i. :.HZ u! it oo E= E a.* a H 6 E a E H 26 ta E tsn E PE -.0 5P u9 c lr @ a (, E Er 6 !.E E z q E t ID A ll I o 'nP EE -> ll!{{ EE"AE' EI qq t EEE TOhIN OF VAIL 75 S. FRONTAGE ROAD vArt, co 81657 970-479-2r38 DEPARTMENT OF NOTE! THIS PERMIT MUST BE POSTED PLUMBING PERMIT COMMI'NITY DEVELOPMENT ON ,IOBSITE AT AT-,1, TIMES Permit *: P96-0058 APPLICANT GUARANTEED PLI'MBING & HEATING P O BOX 2156, VArL CO 81658 CONTRACTOR GUARANTEED PLUMBING & HEATING P O BOX 2156, VAIL CO 81658 OWNER BRILLEI{BOURG ARTURO _ OCHOA HILD 2824 O ST NW, WASHTNGTON DC 20007 DescTiPIioN: SPRINKLE BUTI,DING-ADDTION Job Address Location. . . Parcel No.. Project No. 600 VAIL VALLEY DR NORTHWOODS #F-7 2101-081-19-007 PRJg 6-0 0 67 .00 415.50 Status. . . Applied.. Issued. . . Expires. . Phone: 30382794L4 Phonez 3A38279414 APPROVED 05/os/tee6 05/LO/tes6 Lt/06/tes6 Valuation:22 | OOO .00 **ril'l FEE SUI-I ARY TotaL CaLcuLated Fees--> 415 ' 50 P lumbing-----> P[an check---> Investigst'i on> 330. 00 82.50 .@ Restuarant Ptan Reviev--> TOTAL FEES------.00 415.50 415.50 Additiona[ Fees-->i Tota I Perni t Fcr--] Paymcnts-------- DeoT: BUILDING DiViSiON: UiLL cat t-_-> 3.0O Item: 05100 BUILDING DEPARTMENT 05/LO/L996 CHUCK Action: APPR **ffi CONDITION OF APPROVAL DECLARATIONS I hcrcby acknoutedgc that I have rcad this appl,ication, titted out in fuLt the infornation rcqui red, cooptetcd rn accuratc ptot pLan, a'nd state th;t Etl, the infornation provid"d as required is correct. I agre. to comply yith th! infornrtion and.PLot-ptan, io c6nrp Ly vith al,l, Town ordinances and stite [avs, and io buil.d this structu.e according to thc Town's zoning and subdivision codes, drsign reviev approved, Unifop Buitding code and other ondinances of thr Town appticabte thereto. REGI'ESTS FOR II{SPECTIONS SHALL BE I.IADE TIIENTY-FOUR HOURS II{ ADVANCE BY TELEPHONE AT 47F213E 9R 4T o **************************************************************** TOWN OF VAIL, COLORADO Statemnt *******************l******************************************** staLemnt Number: REc-0141 Anountt 415'50 05/15/9.6 09:11 Payment Method: CHECK Notation: #11140 Init: LRD Permit No: P96-0058 Tlpe: B-PIi4B PLI'MBING PERMIT Parcel No: 2101-081-19-007 Site Address: 600 VAIL VAT,LEY DR Location: NORTHWOODS #F-7 This Payment Total Fees: 415.50 Total Ar,L Pmts: Balance: *********************************J<****************************** 415. s0 415 .50 .00 Account Code 01 0000 41311 01 0000 41332 01 0000 41336 Description PLUMBING PERMIT FEES PLAN CHECK FEES WILL CALL INSPECTION FEE Amount 330.00 82.s0 3.00 TOWN OF VAIL ?5 S. FRONTAGE'ROAD vArL, co 81657 970-4'19-2t38 DEPARTMENT OF COMMUNITY DE\TELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT AI-'L TIMES ELECTRICAI-,, PERMIT Permit #: 895-0082 E f,ectri ca [-> 72.6 DRB Fee -> .00 Job Address IJocation. . . Parcel- No. . Project No. r00 3.00 75.@ Additional, Fees---------> Tota t Perrit F€e--------> PayBents---- EALANCEDUE---------> .00 75.00 75 .OO .m ouR OtFIcE Fioll 8:00 Ai 5:m P 600 VAIL VALLEY DR NORTIIWOODS #F-7 2101-0 81-19 -0 0 7 PRJg6-0067 Status...: ISSUED Applied. .3 05/09/1996 riiued. . . : 05'/L5/Lee6 Expires. . : LL/LL/I996 Phone ; 303926367 5 Phone: 3039263675 APPLICANT DOUBLE Q ELECTRIC P O BOX 975, EDWARDS CO 81532 CONTRACTOR DOUBLE Q ELECTRIC P O BOX 975, EDWARDS CO 81632 OWNER BRILLEMBOURG ARTURO - OCHOA HILD 2824 O ST NW, WASHTNGTON DC 20007 DescriPtioN: FOURTH FLOOR ADDITION Valuation:3,500.00 FEE SUI'II'IARY t***rt******r*** Totat cal.cutated Fees---> 75.N Invest i 96tion> l,i l, L Ca t l,-> TOTAL FEES_> *************** Item: 06000 ELECTRICAL DEPARTMENT Dept: BUILDING Division: 05/70/7996 cHucK Action: APPR ******t*****************i*************r*t*t***ri************************t*i*********ff*************tt*t*****t**l******t*t******** CONDITION OF APPROVAL ***************** DECI,ARATIONS I hereby rcknoHl,edge that I have read this apptication, f il,l,ed out in fult the information. requ!.redl c?nT(etel.an accurate plot ptan, a'nd state thlt rtl th! infordntion proliOeO as riqui red. i_s corrcct, .I agnce to.comPl'y Hith the infornation and Ptot-pLan, to conp ly Hith aLl, Torrn o"Jinances and stlte [aws, and io buitd this structurtaccordi ng iothe Town's zoning and subdivision codes,'disign revicx approved, Uniforn Bui Lding code and other ordinsncca of thr ToHn sPpticable thefeto. REEUESTS FOR TNSPECTTOilS SHALL BE ilADE TUEI{TY-FOUR HOIJRS IN ADVANCE BY TELEPHONE AT 479-2156 0R AT v- **************************************************************** TOWN OF VAIL, COLORADO Statemnt **************************************************************** Statemnt Nurnber: REC-o141 Amount: Payment Method: CHECK Notation: #11140 7s.00 05/t5/e6 oe 242 Init: LRD Eg6-A082 Type: B-ELEC ELECTRTCAT PERMTT 2101-0 81-19-0 0 7 600 VAIL VALLEY DR NORTHWOODS #F_7 Total Fees: 75.00 Total ALL Pmts: Balance: **************************************************************** Permit No: Parce1 No:Site Address: I-,ocation: This Payment Account Code 01 0000 41313 01 0000 41336 Description ELECTRICAL PERMIT FEES WILL CALL INSPECTION FEE 7s .00 75.00 .00 Amount 72.00 3.00 Legal Description: Lot Block_ Filing Ohrnels Name: Architect: Address: )K)'t A 5/ NIU P}r2o>-g)ra??9 pn.vbq?a> - ceneral Description: work class: [ ]-New I 1-art3rarion t]-Additionat g llnepair'l l-other Number of Dwelling Units, 1U Number of Accommodation Units: Mechanical Contractor :Address: **'k * *** * *rt *** * * * * * * * * * * *** * ***** BUTLDTNG PERMTT FEE: PLUMBING PERMTT FEE: MECHANICAL PERMIT FEE: ELECTRTCAL FEE: OTHER TYPE OF FEE: DRB FEE: Town of Vail Reg. NO. Phone Number: FOR OFFfCE USE * * * !r * * * * * * * * * * * * * * * * * * * * * * * * * * * BUTLDING PI,AN CHECK FEE: PLUI'IBING PI,AN cHEcK .FEE: MECTIANTCAL PI,AN C.TIECK FEE: RECREATION FEE: CLEAN-UP DEPOSIT: TOTAL PERMIT FEES: BUILDING: STGNATURE: ZONING: SIGNATURE: VALUATION ILEAN IIP DEP,OSIT REFIIND TO:ile-1La 75 soulh tronlage road Yail. colorado 81557 (303) 479-2138 or 479-2L39 TO: EROM: DATE: SUR]ECT: rn summary, ordinance No. o states that it is unrawfur for any person to ]itter, track or deposit.any ="if,-rJ"i, sand., debris or material , incl3linS trash hrnpsters, portable toilets and workmen vehicres. upon any streetl siaewairl-;ii;y or pubric p1?:" or any portion theieof. --i|" rrght-of-way on arr. Town of VaiI streets and.Ig"g= is approxinately 5 ft. off pavement.This ordinance wlll be. -t=_iEiry--enforced by the Town of vail Pubric works Deoartment. persins found viiriling this ordinance will be gi-ven a 24 hour writien--n"ti""-t"-;;;;;"="id nateriar.rn the event the person so notified,aoes noi-comprv with the notice witrrin the- 24 hour.tG;-;;;;i;i;;, "ii"'iiliric works Department lrirr remove said nate-riii-ii-{rr""I*ili=e of person notified- The provisions ot-trti= ordinance sharl not be applicabte to c6nstruction, nainienance or repair projects of any street or attey or any uritiries il il"-;iiii_._*uy. To review ordinance No- e in furl, please stop by the Town of vail Building Department to oliiin a copy. rir"ni you for your cooperation on this rnatter. offlce ol communlty devclopmcnt ALL CONTRACTORS CURRENTLYL REGISTERED WITH IHE TOWN OF VAIL TOWN Or VAIL PUBLIC WORKS/COMMITNITY DEVELOPMENT l,tlARCH 15, 1998 CONSTRU TTON PARKING & }TATERTAL STORAGE p to Pro ect Rea Y 1 ow 1L p*+->u-A (i.e. contractor, owner) 75 south frontlge road Utll, colorrdo 81657 (3o3') 479-2L38 or 479-2L39 ottlco ot communlty dayclopmcttt BUILDING PERI,|IT ISSUANCE TII4E FRAI,IE If this perytit lequi.res a Town of Vail Fire Departnent Approval,Engineer''s. (publ ic ll$l review and approvat ,'a itinninS'blp."rn"nt review or Heatth Departmint review, uno'.-""ui"; ;i-il;;"Eriioing Department, the estirnated time ror'a totar ""ui"*-fi"v"iai!'as tong as three weeks. f]] cgrrngrgial (rarge or sma'il) and ar'r murti-famiry permits wiil have to follow the above menti6ned maximum reguirements. Residential and.small projects should take a resser amount of time. However, if residenti'al or smarler.prtjects impact tne vJrious;;;;" *Intionea departments wi th reqard' to- necessai"y-revie*, il,.r" p"ij".ti"ruy also take the three-week period Every attempt wiil be made by this departrnent to expedite this penni't as soon as possible. - I, the undersigned, understand the plan check procedure and time frame - 1-)e Corununi ty Devel ooment Deoartment. TO: FROM: DATE: RE: O MEMORANDUM ALL CONTRACTORS TOWN OF VAIL PUBLIC WORKS DEPARTMENT MAY 9, 1994 WHEN A ''PUBLIC WAY PERMIT'IS REOUIRED ls this a new residence? ls demolition work being performed thal requires the use of the right of way, easements or public property? ls any utilily work needed? fs the driveway being repaved? ls different access needed lo site other than existing driveway? ls any drainage work being done atfecting lhe right of way, easements, or public property? 7) ls a "Bevocable Right Of Way Permit" required? 8) A. ls the right of way, easements or public property to be used for staging, parking or fencing? B. It no to 8A, is a parking, staging or {encing plan required by Community YES Ae- 1) 2) 3) 4) s) 6) Development? !f_V9u_ algwered yes to any ol these questions, a "Public Way Permit' must be obtained.'Public Way Permit' applications may be obtained at the Public Work's ofiice or at C9.ry{1u1ity Development. lf you have any questions please cail Charlie Davis, ihe Town of Vail Construclion Inspedor, at 47g-218. I t { \ \ N CL s8 Errl =st F LI-Lr- --*- I I I I rl .-Jl )rll >l $l -Jl I A'z \l \ll N $\ \ ---rl ull >l \l ;l c1 \I .l H 0) -l + o <. ii:lii t, N --- l1 -N F -= ,f s t0Nt I Etrcr (-) :co c= >.6 -:- <)) F€E 8n E- - =rD FE gF, =E 6F = \.--,.c c (lt Cf LI T]l_'..? i \i i o 2 $s il hr it ol NI =l ..JI !1 q I I I -{ \ $ \ ll =^_{ 4L- ul !l (\ Jl lr $l rl t{ ili '11 Tr 0l 4l t\l VI IIJI ul 0it Bl J'rl AI D,ll FI tl I I \ I $ \t $ i -{r.- :lli tl l:9 r{ i ilHl rlfrll ,idl !t-7il 'l -lJ 6 $ tr = I 2 0 E F 0 I s -tr- \ K s g $rl tr r$a f s il :l -tl u $ /''\/l rl I 'I :.1 ! I I il \ii Y I I -'--J-'_-.- -n , *.--J rS tE t= I E ^q- i{$ el,tT TaaeAoE I $ \ $ J K F t-: ,l-x J { _1 3 EJ -{I qF bw 3L N>t^lt)rc-wpW N 5 {l E 6 H <- _ __j_c9|#f- I -1 F E $ -:N NevJ 41xr+a(rT Ta d?+.ft \'- t-!- r-- - --I I 'i I r9r I I lr lr L lt* ?w?vfla4 I r ll {8r ilux oTzsl 1a l-rvr r.lq, ptr'i t sl er + lqlzilEFl frl'cl') o (\ q l \$-z tl -1|--T S"S ! Z(\\ $ h\ N/i s$ ). di 'Nllrl 9-r 2 ,,q,giq=,frrledbl uboz UNrT ff |..tsaTr1 vu c->->> 5 -' Fr' A >r-xzt o.'t\ 9 6 isS<:r ..l, f c^L cULATED 8\',r \rE s/tolg (_ l=ia-T, LreADs\a-s aes C3) vv/ C\ - zt<G -l c<\A /vt R 4 Z x c K, Nl6 g-T ol, €A . -Zxtq; t\)' S'cJ:, CA{-T .r> -,-J l ) o1.s -T s -T je , J.N\ o. /lz,z (3) \j/4 6p :-N) -T.: x ll-/e L-ve- tl'=1- o\,OPY JoB t{.'frTr\\,J(a:D S F-1 AoDl-lr o.$ ? Cof-o? oF<KRM CONSULTANTS, INC. P-A. Box 4572 vArL. coLoRADO 81658 (970) 949-9391 FAX (970) 949-t577 SHEET NO. CALCULATEO 8Y OATE DATE CHECKED BY LssKA)-;S @ z1', -gP RAFTER< @ /a -Dpfu\^€R IG ?xG s'reo C1rz./x1 SJl.r'f As:- -t,'+/ l\'\lA) ' 0 -t j < +t +v (3)- t3z1 r lre 1.t>rroeer;e) 6VeXt{ 6.c. Qlvc^€ ,+,I !oer!> so-!Ar.-esCa') / lNbrc4Tl: cou.Tnrr;dus' cae-. s TO Fig,.rxr DArr ov.>t eys-(t{(^ Br5At\ (eu.b e.rAfrr:) tov 0)- Ex-t' zrco l') -z< Fr\. S l\va zrltz- o<)F 2-1" KRM CONSULTANTS, INC. P.O. Box 4572 vAlL. coLoRADO 81658 (970) 949-9391 FAX (970) 949-1577 JoB NORTT{,*,oo()q F.l>i!-(i .,^) ''Fj 9@oS-o-) sxeFrlto. (\ or 5 "or"u*rsp "y 7l> A oere 5 holrL- CHECXEO AY OAT€ scar-e 3/.{ u -" / !- o tfg-r AbEz'. 1't7n v 7L/- t-Vets V Vq" s-fr*;r-- e, { (a\ - :2..,,' F -eP"u- ts,>t3j 6- o 6 l2-.-1 c, \/\ $\t'-- \74+*7v=- Lvr- Va" S-r€€L tr BEt*)T H>e- KRM CONSULTANTS, INC. P.O. 8ox 4572 VAIL. COLORADO 81658 (970) 949-9391 FAX (970) 949-1s77 JoB l-\ ('.a-r}+{,rf)o|-\( F? Ab'DrL oro 96oS-o? o, 5-SHEFI NO cALcuLATED aY TP H oo-t CHFCKED BY nora -a DATE 1 l rral' 7-: r Bu-r r- , P/^^J FLi- iYf . @ rze-<^- f: ,q It! LN-t tsHb otr ttza" nt/:s >F Jsr.sr> e lZ" (?\ - t*<' x I G" cvc-'s E^, Stb€ <>F FI.,rS-t lx(6 6=z4y 15 n.-. Ca^, - [L* cvr- rotae] ,"y' Cz-l- por-,s o€ V.i,p -fFP$- B<r{-7s @ 2-4" KRM CONSULTANTS, INC. P.O. Box 4572 vArL, coLoMDo 81658 (970) 949-939r FAX (970) 949-1577 SHEEI NO.oFs sllsurArED sy -T- F\ otn s/ o f t C CHECIGO BY OATE t\ ..4 Stlt^p<4^] ca .|\}tFcr=cred -sct-xi?)-'L(g @ I A5 t-r-T 35t(.E6 ' KRM coNSULTA*ri,*.. P.O. BOX 4572 VAIL, COLORADO 81658 (9701 949.9391 FAX 949-1577 LETTER OF TRANSMITTAL TO: NFDBo C^rcT- ATTENTION: t/lto c- PROJECT: DATE: JOB NUMBER: 4?tps- WE TRANSMIT HEREWITH THE FOLLOWING ITEMS: COPIES: DESCRIPTION: t I MA|L II OVERNTGHT prcrcUe / REMARKS: SIGNED:COPY TO: KRM coNsuLrANrVtNc. P.O. BOX 4572 vAlL, coLoRADo 81658 t9701 949-9391 FAX 949-1577 FIELD REPORT TO:DATE: ARRIVE: DEPART: r'/t 3:oo P z{)oo P WEATHER: p- c-SatN ATTENTION: PROJECT:JOB NUMBER: A/utrfHvvooDs " Fa f7t o../Jl ?ao{- cs The following is a review of the site observation performed on 06/05/96 at the Northwoods Unit F7 Addition and the items !o be completed. - Provide a minimum of (3)-l6d nails in each dormer rafter to beam connection. - The (2)-2x12 valley beams bear on the ridge beam with only (1)-2x12. Nail the short 2xl2 to the bearing 2x12 with (4)-l0d nails (minimum) at the bearing location. - Provide I I 7/8 TJI or 2xl2 blocking at the bearing of the rafters at the old ridge and also at the bearing of the new floor joists on the dropped 15 inch glu-lam & LVL's. - Make certain all columns from the new fmming transfer down to either a transfer beam or to the foundation (especially on the west side where one column might be in the kitchen area). - Provide Simpson LUS2IO hangers on the end of 2xl2 rafters at the continuous (3)-2x10 header. (4aa Heantural REVIEWED: ' ta: =' ".1${S z.;$r;*N copyro: TOWN OF VAII 75 S. FRONTAGE ROAD vArlr co 87657 97 0-47 9-2t38 Job Address...: Location......: Parcel No. . ...: Project Nurnber: DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED MECHANICAL PERMIT ON JOBSITE AT ALL TIMES Perrnit *: M95-0067 APPLICANT AT.L-STATE FIRE PROTECTION' INC 6045 E'1 6TH #12, COMMERCE CrrY co CONTRACTOR ALL-STATE FIRE PROTECTION, INC 6045 E 76TH #r2, CoMMERCE CrrY CO OWNER BRILLEMBOURG ARTURO - OCHOA HILD 2824 O ST NW, WASHINGTON DC 20007 Description: INSTAIL FIRE SPRINKI,ER SYSTEM 600 VAIL VALLEY DR NORTHWOODS UNIT F-7 2101-081- 19-007 PRJg 6-0067 Status. . . applied.. Issued. . . Expires. . 80022 80022 valuation: #0f 6as Logs: ISSUED 06/tt/Lee6 06/!8/Lss6 L2/t5/tes6 Phone; 3032883901 Phone: 3032883901 17 t945.00 flof llood/Pa t tet: F i replace Infornation: Restricted: **rrJr*1#lirffir*'f*ttrJr*CrftskkrJrf*ffi t**'rtt*irfr'ck'rkttr*H*fkf tEE SUllllARY ,rhkk r,rt rktt *******urt**rrt*rr**f JrktlriJrffiffitt*t*f**'r*Jtt*t Totat caLcul,ated Fees--> 453.00 dof 6as AppIiances: Restuarant Ptan R€vi.H--> DRB Fee--------- TOTAL FE€S------ Additionat Fees--------> Totat Pernit Fee-----> Payments----------_--> BALANCE DUE----- .00 453.00 453 .00 .00 I'lechani ca [---> Ptan Check---> 360.00 90.00 .00 .00 453.00 Investigltion> .00 Ui tl. catt----> 5.0O #M**r***r***ffir**tffi***r*inttritiottffi*td*tti******tt**ih*,h,t ffittit******r*****tffi ltem: .O51OO BU]LDING DEPARTMENT --D.gPt: BUILDING DiViSiON: 6ETii /166a-cfrIRLIE- -AEaioil;- APFn cuenlrE DAvrs CONDITION OF APPROVAL 1. FrELD TNSPECTTONS ARE BEQUTBED TO CllEgK-qqB-qqpE CoMPLTANCE' i. Fine-oEiii.-[FFnoVAt REQTD BEFoRE FrNAL lNsPEcrroN ******************************************************************************** DECLARATlONS I hcreby acknowtedge thst I hsvr rcad this apptication, fitl,ed out in ful.! the inforMtion rcqui red, comPteted an accufstc ptot ptan, and stat! th.t att tnc inforrnaiion provided as requirad is corrlct. I agree to cornpt'y riith the infofmation lnd P[ot ptan, to conpl,y eith a , ToHn ordinancrs and state [avs, and to buitd this structurc accoading toth. ToHn's roning and suMivision codes,'disign r.uier. "pproved, unifofn Buitding code and othef ordinancls of the Tovn ePplicable thereto' REOUESTS FOR TNSPECTTONS SHALL SE }IADE TIIENW-fOUR HOURS SIGNATURE O' OIINER OR CONTRACTOR FOR HIIIS€LF AND O1INER FRO S:00 Atl 5:00 Plt **************************************************************** TOWN OF VAIL, COLORADO Statemnt ;;;;";;.-;*il*iii***********************************************453.00 06 /18/96 08: 13 /t8/s Init: ALM Statemnt Number: REC-0156 Amount: Palrment Method: CHECK Notation:. 6734 Permit No: M96-0067 TYPe: ParceI No: 2101-081-19-007 Site Address: 600 VAIL VALLEY Location: NORTHWOODS UNIT B-MECH MECHANICAL PERMIT DR E- I Account Code 01 0000 41312 01 0000 47332 01 0000 41336 Total- Fees: 453.00 Total ALL Pmts: Balance: Descript j-on MECHANICAL PERMIT FEES PLAN CHECK FEES V'ILI, CALL INSPECTION FEE 453.00 453 .00 .00 This Paynent ****************************************************************Anount 360.00 90.00 3.00 '.. : .' AI.L-SIATE TtRE PROTECTION. INC. 6045 E. 76TH AVe U.Ntt f t2 COMMERCE CITY. COLORADO BOO22 TEL (30t) 188-le0t F^)( 001) 2s8.1916 a' LETTER OF TRA.IISMITTA L L- n-qu DATE \YETRESENDING: [ ] productsrbrninal { } changcorders {} rttached '(} blucliocs { } ml.ters [ ] copy.oflcncr ( ! ptz.arcgistn€oqform ilsa.optcs [ ] approvcdlriots ( | grogosal ( | sigucdcontnct - ...r.-,i* .-- '.-: --;'.:. . ]EESE ARE TRANSMITED AS CECKED BEIOW:( | forapprov"l , t i foryourusc { } rsrcqucstcd{}forrcricr&coamca! {}:srcqu'cstcd t} : . PLLISE RETUzu{ :-._ C\3PIES. COIItr{ENTS: D,Sl ATLSTATE FTR€ PROTEfiON, TNC. rob rrra.r iloarr*raonrs . tob Mdr..rr -/.oO. y'l:l UetH Q 4." , .. t g.l lrrrcrlptlon: tpt llootr- orn.r, y...; Berucr.nJBe y /?G tddr.rrt lrehlt.cts ldllnlrl orncal Ducrlptlonr lrtrrtl .Frra Sinnrtlr^ S{l _. , llorn of Vrll Brc. l|o.Ehonr runDlrr - - Terlc Clrer: I l-Xrr I l-[tGrtloD I l-fdciClornl t l-n prtr I l-oCh.r llr$lbrr ot Drrrlllnt Onltrr tftrbar ot tooanodrtlon Unlttt - llplb|r rnd nrF. of llrrghctrt Clr Alrtllmcrr , crr t gt _ Tood/?clht__v /lttrr.rrttl*t.ttt ltt.tli. rt..raira vJ\Irlllol{t trrr rr.atfirrii....rrrr..t..tra*t l9I-rPPlg! lllqlnrcrlr l-- oatrnc I aatitlf tttarltttttttaataatt I l6drarr!loY|r ol vrll thonr ttutb.rr .I?lt- tlrctrlcrl Contnctof!Addrilc: .PluSlng Conta.ctor:lCCra'tr lbvr ot vtll n.s. tfo.Dlron. tlurbrss - -Addretf3 3;:L"['Ii:],.o:&ffi ala....r.tttta.laratatt..aotitaa tlon DuflDllfo pEtrllt tf t PllrlllrltC pl$ttt ttt: ---' , ttprrcllnof rnsE !l EllrlD qrr ao[tlglltfl oR lt nt l|qf DE lccEPlED Ia.rrraa..rr.r..trr*trr.r*rryrgtr rtrgp4rrorf ttrtttt.ar...ttr.tt.tt.r.r.f r tl -[ t-Buuillng ( !-Elrublnt I l-llrctrlcat 9(l-]lrchml'crt [ ]-ourrr --- tcclll|lct& tlnlfl! tltlr IIEGIIECI& rE!:otfltt trtt o! ttt!DRl tlt: OlllCE Uft trr.ar ta rrr..r.rlatrr..t lrraa lat BUlLDlrO Dttr cl|ECX !!tr PUDTIIIO trlx ct[cr tt?!l rqcnNlcrD DIIX slacr llt:rGcltfllotr !t8r C!!lIf-D" DEpOBxrr AtDf!, PlDflll IEESI lOflDIllOr ltCfttlD!r SOlIllfCr 8t0trllllltr I Jun-11-96 12:39P A1 'l state Ftfe Protection -rorlH-or vAtu cur'l-ut'v ruvr-"' 2-L'r'L tsnn '|rrl|n nti ila rltd.il}'mft tltl aD-tDl a 179-ll3t und.rttgnrd, undantrr$ the plrn chact pfocrdrrt rnd fimp -999_-2aa v - r936 P-05 cttr cl crmrun[t d,'llrDt|il trJttDtile. PEnffr tssr,ufct ililE FR txt If thi: prnntt llqulrrr r TDx0 of Vrll Flm Drnrmnt lDDEyrl-Englnrcf't (PuDIlc Xor*fl rrvier rd rgprrvfl, r plrnn{ni'Drnrinnt ravlft or lrrlth ornrtrrnt rlvlar, rill e rwku b, thr Sullilnl ocFrrtndtt, ttn trttrtfd ttm fOr r totrl rwlrr lrfy Ul. rs l6ng rs tltt"rr rcrtr. All comrrrtlrl (lrrge or nll) rnrt rll niltt-finfly ocnnltr rfll hrvc to folI0r thr rbow [ntlosad rr|lD r:qufrraintr. ntrldrntlrl rnd.p1! proJrcr_rnould trtc r lofrcr rmuai ot-iin. Hd;u-i;-ii'rrridrnttrt or rmllrr Frctrc$ filDrct gr nrlou3 rlovr riinitonh l:ft:ltt-f!! rylrc.rp nccrlrrJ rryhr, Urue pruJrcaa;t - rlro trl(t t'ltc thrur rrrl gfrlod. Evlrt rttrDt rlll bc Flr Dy ttrlr drprrtnant to rrpdtta thli .pernt{'t.at toon m porrfblt. I, thc frrar. t. LorF 3h0r n5-EF n Conunlty 0crc!otrr;11 DTtrtnraot. Jun-Il-96 1":39P A1 1 .TOIdN. OF VBIL LUF-ULV t . TO: FROiI: OATE: IE: State Fire ProtectJon Uu)-"' '-tiHllEAilott[ AtICgr{tflAcrons TOwt{ oF VAIL plrtuC wORKt DEPARTISEIIIT trlv g, tfrl IUIIEII A ?UttIC WAV PENI|r |g REOUIRED 303-2A8- 1936 P. 04 JobNamr: d04 Ddf; fsthltIn wfadd.nor? b damglltlon wodr brlng pJtolrtad thd rft&lr.3 thr urc d tm |bht ol wly. ftttmtntr orFD;c p.op.rfy? ls rny utllty rrcdr nmfid? lr thr tfrlvrwry brlng rrgrvrC? lt dltbrrnl rs.r, rFrGtadt0 tlt. olhil lhrn rrlding rf,lvorry4 \ lr eny dnlnegr wort bclne donr rfftalng rhr dolt of rry, aalrnrml orpublc PllPrrv? F r'itvotrrDlr F[h OWfy Prrmtf rcqtlnd? A lt ihr rleh of rrqr, rttrmrntr or pubil€ prDp.rry b br urcd hr Argrlng, pr,tdng orlmdrg? E. tf no to 0A. b r prfilrg, dt3tng or lrnclng ptrl ilqutcd by c.mnuntty O.rolopmnt? .Ilr !g t/ rl ?',/, 3) 1) 5) cl 7l 8) !!-vp- rlfl|gtf rrr r r,!l o!.r,erc s,Osrlofu, .:prDh wry pcmrr- murr br obrdne('F'rHh wav PrrntF -e$q rily bf olreiru a oi'prtrc vriorrr 0r[6 o, rt conrn,rtv Drwtrrt -.lry. qlliltlsrftonr pr|rl| cefl Grr'ilr g.dr, ilr Town ol vdl Conrtruotton fnrprcoi. t rZ*ar5a.' l./ -/ Jun- 11-96 12 :4OP Al'l {0l,lN 0F VAIL CUtl-uLv luwn f0r tlOlf t Dlt!r SUETEG!: State Fire Protection 3O3-2AA- 1936 P. 06 alot d ofiiuilt aot|Ll.l|arrl tt|r*Irlt||||'ira r$-rrrlllt F!r, .?r-rlil or {?9-tll9 rn rns.'?' ordlnrncr f,'. 6 rtrEan tb.t lt- 1r wuestul rer rny nr:?l_!? tltt*, rncr or dqorti rny ro$,-#i;-;im, rrrbrll or !re.rht, tnclu-{tng_gl"+ iuprtrri, portrutr ictlttr raC vort<ann vrbtclc ypca. |ny rtrrr', rfOrsrii, .li.y;;-DuDllc gl?F. gr rly eorrtin_trriroi. --ih.-a'gb;1d!*ii-6n-irr r*r, or vrtl ltrmrr rnd T.ctgl tr eggroitntrii-r-rt.-ifi"eiiraot.llrir ardtnrncr vrlr rr irrrE[,ri-[i*o!rt b: ttrr rovn cr vrll Publlc torrr oroertrrntl --arri6ni'ipr,a vrolrtlng tbrr or.llnrncr ulll br glvrr r rr roG rtitlii"i"it'. ro rrrovr-rrLd rrrrsrrr.ln thr .v.nr tbr pr'sr ro notrltri:ii.i-n"r ;iieiitr.l tl.Dotlor vlthln thr'rl- rrour.9ffi_ ;a;artl6, rh. tubllc [ortrr D'ptrtroDt' rrrll rrawr mra ntriril-;t th. a'r.r.'. ot t.r.on notifl.d. rtr rrovtrtonr-J*rr-ri-Irqrnancr rbrll not br 'ppitcrbl. to e6aitrrc;tlcn, -rr-rit*i"9. or r.prrr proJrctr of rny rgt..t or rllry cr rrry'uEff-ftflii rn tlr. tldrt-i_r[y. lu rwfuv OrClnrncr !?:^C_In .4rf+. Dhr. .toD by tlrr trsl e5 H:i.::$!*"g"iBilT$:tr cbt,rii i *pn. !fr""i iJi cor y*,, N,t, ctrtnrctonS cunrE|$]ll Elctstur8D rlm lItE aro ol vlIL !!on ol vtr& lultlc ronas/gotan,t|Ill DwEIrRtEirlt rntcr 16, Ittr coltrllucttoil trt&nrc r TTIIRIAL EIORTCE (1.1. conttleto!,ornrr) o ALL-STATE FIRE PROTECTION, INC. 6045 E. 76TH AVE., #12 CoMMERCE CITY, CO. 80022 o ,w d $lN' t '\ptn' %aJ 8,tt ilrasr wL tv +ao1397 Town otvall OFFTCE COPY IC CALCULATIONS FOR - NORTHWOODS BLDG. 'F" UNIT 7 VAIL, COLORADo FILE NUMBER: 3024A 06 /04 /96 REMOTE O*"O "O"_DESIGN DATA_ OCCUPANCY CLASSIFICATION: NFPA 13R DWELLTNG rrNIT TYPE OF SPRINKLERS: CENTRAL OPTIMA RESIDENTIAI-, CONCEALED PENDENT BASIS OF COVERAGE: 16 ft. x 16 fr. NI'MBER OF SPRINKLERS CALCULATED: 4 heads MINIMUM GPM REQUIRED PER SPRINKLER: 13.0 gpm TOTAL SPRINKLER WATER FLow REQUIRED: s6.0 gpm ToTAL WATER REQUTRED (inc hose): 156.0 gpm FLOW AND PRESSURE (€ aonl: 56.0 gpm g 64.1 psi SPRINKLER ORIFICE SIZE: 7/L6 inch NAME OF CONTRACTOR: ET,i,-dTATE FIRE PROTECTION, INC. DESIGN/LAYOUT BY: STEVE KYLE AUTHORITY HAVING JURISDICTIoN: VAIL FIRE PREVENTIoN CALCULATIONS BY HASS COMPUTER PROGR,AM HRS SYSTEMS, INC. ATLANTA, GA :J ,, t. ,, '.^it f .i i' Dat'e: d6/04/tgg6 sPRrlER sYsrEM HYDRAUT'r. ANALf s JOB TITLE: NORTHWOODS BUILDING uFu UNIT 7 REMOTE WATER SUPPLY DATA Page 1 3024A. SDF SOURCE NODE TAG suP STATIC RESID.PRESS. PRESS. (PSr ) (PSr ) AVAIL. TOTAL PRESS. E DEMAND (PSr ) (GPM) 99 .6 156.0 FLOW e (GPM) 1300.0 REO'D PRESS. (Psr) 87.9 100.0 80 .0 AGGREGATE FLOW ANAI-.YSIS : TOTAL FLOW AT SOURCE TOTAL HOSE STREA},T ATLOWANCE OTHER HOSE STREAI,I ALLOWANCES TOTAL DISCHARGE FROM ACTIVE NODE ANALYSIS DATA AT SOURCE SPRINKLERS 1s6.0 cPM 100.0 GPM O. O GPM 56 .0 cPl't 14.7 1s .0 13.0 L3.2 56.0 NODE TAG 4 5 6 7 8 11 t2 13 t4 15 16 L7 18 19 20 BOR GAR . sYs BFS BFD EXR suP ELEVATION (FT) 56.0 52.3 56.7 53. 9 52.3 52.3 56.9 48.7 56.9 48.7 48.7 48.7 30 .4 20.9 19.8 13.0 6.0 6.6 2.8 2.8 1.5 -8.0 NODE TYPE R= 4.20 K= 4.20 K= 4.20 K= 4.20 SOURCE L2.3 16. 8 L2.7 15.8 17 .o L9 .4 9.6 L7.s 9.9 17.8 18.4 2t .6 48.2 56. 3 60.4 64. 1 70.7 7L.4 83.0 73.0 83. 6 87.9 PRESSURE DISCHARGE (Psr ) (GPM) Dare: o6/04/Lgg6 SPR'LER SYSTEM HYDRAULTC AI'IAT}S JOB TITIJE: NORTHWOODS BUILDING 'F" UNIT 7 REMOTE AREA "A" (FT) 9.37 ET L6.87 Page 2 3024A. SDF PRESS. STIM. (Psr) PF 2.9 PE -1. 6 PV 0.6 PIPE DATA PIPE TAG END ELEV. NODES (FT) Pipe: 1 5 52.3 4 56.0 Q(GPM) DrA(rN) LENGTH NOZ. PT DrSC. VEL(FPS) HW(C)(K) (Psr) (GPM) F.L./FT 14.7 0.811 PL 0.0 16.8 0.0 9 .2 150 FTc 4 .2 L2.3 t4.7 0 .r72 TL 15.0 0.811 PL 0.0 1s.8 0.0 9 .3 150 FTG 4.2 L2.7 15.0 0.177 TL 15.0 1.055 PL 0.0 17.0 0.0 5.5 150 FTc 0.0 1s.8 0.0 0.049 TL L4 .7 1 .055 Pt 0.0 17.0 0.0 5.4 150 FTG 0.0 16.8 0.0 0.048 TL 29 .7 1 .0s5 PL 0.0 L9 .4 0.0 10.9 1s0 FTc 0.0 17.0 0.0 0.174 TL ?9 .7 1.0ss PL 0.0 2L.6 0.0 10.9 1s0 FTc 0.0 19 .4 0.0 0.174 TL 13.0 0.811 PL 0.0 L7 .5 0.0 8.1 150 FTG 4.2 9.6 13.0 0.136 Tr. 13.0 1.oss PL 0.0 18.4 0.0 4.8 1s0 FTc 0.0 L7.5 0.0 0.038 TL 13.2 0.811 PL 0.0 L?.8 0.0 8.2 150 FTG 4.2 9 .9 L3.2 0.140 TL 73.2 1 .oss PL 0.0 18.4 . 0.0 4.9 150 FTc 0.0 17.8 0.0 0.039 TL 26,2 1 .055 PL 0.0 2L.6 0.0 9.6 150 FTc 0.0 18.4 0.0 0.138 TL 56.0 1..055 PL 0.0 48.2 0.0 20.s 1s0 FTG 0.0 2L.6 0.0 0.562 TL s6.0 1.291 PL 0.0 56.3 0.0 L3.7 150 FTG 0.0 48.2 0.0 0.210 TL Pipe: 2 s3.9 56.7 Pipe: 3 s2.3 53.9 Pipe: 4 s2.3 52.3 Pipe: 5 52.3 52,3 Pipe: 6 48.7 52.3 Pipe: 7 48.7 56.9 Pipe: I 48.7 48.7 Pipe: 9 48.7 56.9 Pipe:10 48.7 48.7 Pipe: 11 48,7 48.7 Pipe: L2 30.4 48,7 Pipe: 13 20.9 30.4 7 .33 PF 1.8 E'PE -l .2 10.33 PV 0.6 11 I t7 11 13 T2 16 13 If, 14 I6 15 L7 16 18 L7 3.54 T 11.14 4.00 4.00 5 .83 T 13.43 3 .62 3 .62 14.37 3E2T 32.37 L3 .42 ET 24.02 L4.3? 4ET 30. 87 5.75 ET 16.35 LT.92 ET 22.52 22.75 ET 33. 35 9.54 T 18.64 PF 0.5 PE -0.7 PV 0.2 PF O.2 PE O.O PV 0.2 PF 2.3 PE O.O PV 0.8 PF 0.6 PE -1.6 PV 0.8 PF 4.4 PE -3.6 PV 0.4 PF 0.9 PE O.O PV 0.2 PF 4.3 PE -3.6 PV 0.5 PF 0.6 PE O.O PV 0.2 PF 3.1 PE O.O PV 0.6 PF 18.7 PE -7 .9 PV 2.8 PF 3.9 PE -4.1 PV 1.3 19 18 Dat'e; oe /oqlrcga senfl'un svsrEM HYDRAULTC emfs JOB TTTLE: NORTH}iOODS BUILDING UF, UNIT 7 REMOTE AREA "A.PIPE DATA (cont. ) PIPE TAc O(cpM) DrA(rN) LENGTH 0.0 9 .8 0.0 0.'0 5,7 0,0 0.0 6.0 0.0 0.0 2.0 0.0 0.0 0.6 0.0 56.0 2.009 (FT) 27.54 2E 39.54 6.79 CB 32 .49 67 .00 2E2L L27 ,56 224.33 9ETB 3L2.33 0 .67 Page 3 3024A. SDF PRESS. SI'M. (Psr) PF 3.7 PE -0.5 PV 0.6 PF 0.8 PE -2.9 PV 0.2 PF 3.5 PE -3.0 PV 0.2 PF 1.0 PE 0.3 PV 0.0 PF O.O PE -1.6 PV 0.0 END NODES ELEV. NOZ.(rr) (K) Pipe: L4 19 .8 0.0 20.9 0.0 56.3 Pipe:15 13.0 0.0 64.1 19.8 0.0 60.4 Pipe: 16 6.0 0.0 70 .7 13.0 0.0 64.L Pipe: L7 6.6 0.0 ?L.4 6.0 0.0 70.7 Pipe: 18 2.8 0.0 73.0 6.6 0.0 7I.4 Pipe: L9 PT DrSC. VEI(FPS) HW(C)(PSr) (GPM) F.L./FT 56.0 L.527 60 .4 20 L9 BOR 20 GAR BOR sYs GAR BFD sYs BFS BFD EXR BFS 1s0 o.024 56.0 1 .959 150 0. 093 150 0 .028 PL FTG TL PL FTG TL PL F?G TL PL FTG TL PL FTG TL s6.0 3.352 120 0.003 56 .0 6.065 120 0.000 0 .67 Pipe: 20 1.s 0.0 83.6 0.0 2.8 0.0 83.0 0.0 FIXED PRESSURE LOSS DEVICE 0.0 10.0 psi, 56.0 gprn 0.0 s6.0 6.065 PL 0.6 120 FTc 0.000 TL 1.33 1.33 zLL.20 2ELG 262,20 2.8 0.0 2.8 0.0 83.0 73.0 Pipe: 21.suP -8.0 sRcE EXR 1.5 0.0 56.0 4.280 PL (N/A) L.2 L40 FrG 0.0 0.001 TL PF PE PV PF PE PV 0.0 -0. 6 0.0 0.2 -4.7 0.0 87 .9 83.6 NOTES:(1) calculations were performed by the HAss 6.0.0 computer program under license no. 8115J 49 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E.Atlanta,.cA 30345 (2) Thg Eystem hae been balanced to provide an average irnbalance at each node of 0.008 grprn and a maxirnui inbalance at any node of 0.165 gpm. (3) Vetocity preesurea_are printed for infornation only, and are not used in balancing the system. Maximun water veiocity is 20.5 ftlsec at pipe 12. PAGE: A Diameter ( in) 6.065 PAGE: D Diameter _ (in) 4.280 PAGE: F Diameter ( in) Datb: o'6/04/Lssu t"*+ER sYsrEM HYDRAUT.rC ANALes "i3ini.ro, JOB TITLE: NORTHWOODS BUILDING "F' UNIT 7 REMOTE AREA "A" (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP MATERIAI.,,: 54O HWC:120 Equivalent Fitting Lengths in Feet ETLCBGAD 811 Tee LngElI Chkvlv BfyVlv GatVlv AInChk Dpvlv 14.00 30.00 9.00 32.00 10.00 3.00 28.00__ 19.00 MATERIAL: DIRON HWC: L4O Eguivalent Fitting Lengths in Feet ETLCBG Etl- Tee LngElI ChkVlv BfyVIv GatVlv 18.00 36.00 11.00 39 .00 22.00 4.00 }'IATERIAI,: COPPER HWC: 150 Equivalent Fitting tengths in Feet ETL.CBGAD E1I Tee 45 ChkVIv Bfyvlv GatVIv Alnvlv Dryvlv 3.00 4.s0 1.50 7.60 9.10 1.s0 0.00 0.00 3.00 7.60 1.50 7.60 9.10 1.s0 0.00 0.00 4.s0 9.10 1.50 10.60 9.10 1.s0 0.00 0.00 6 .00 12 .10 3.00 13. 60 9 . 10 1 . s0 0. 00 0.00 20 .L9 40 .7L 10. 09 45.7 6 30.62 5. 05 0. 00 0 .00 7.60 1s.10 3.00 16.60 9.10 1.s0 0.00 0.00 MATERIAL: SUPFLW HWC: I2O Equivalent Fitting Lengths in Feet ETLCBGAD E1t Tee 45 Chkvlv ButVlv GatVIv AlmVlv DryVlv 7 .00 ls .00 3. 00 16.00 10.00 1 . 00 16.00 16 .00 0.811 1 .055 L.29L 1.527 1.959 2.009 PAGE: G Diamet,er ( in) 3. 3s2 Date: o'6/04/Lss6 senfi'nn sYsrEM HYDRAULT. alrer'f s t33ini.ro, JOB TITI-,8: NORTHWOODS BUILDING "FU UNIT ? REMoTE AREA uAu WATER SUPPLY CURVE 12 0+ 110+ 100 *0\ \ ' 90+ 40+ 30+ 20+ 10+ \\\\ \\\\ : , \\\ \\\\ \\\* <-80.0 psi € 1300 gpm -Flow Test point P R E S S u R E ( P s I ) 80+ I 70+ I 60+ I 50+ LEGEND : X = Required Water Supply ', 87 .89 psi ts 156 .0 gpm '' 0 = Available Water Supply '' 99. 60 psi 0 156.0 gpn '' 0 ++-+---+----+-----+------+--------+--------+---------+- 400 600 800 1000 1200 1400 1600 18oO 2000 FLOW (GPM) )o ALL-STATE FrRE PROTECTION, INC. 6045 E. 76TH AVE., #12 CoMMERCE CITY, .CO. 80022 HYDRAULIC CALCULATIONS FOR *""?l?:,"13[;*il' uNrr 7 FILE NT'I{BER: 30248 06 /04/e6 REMOTE AREA UB' -DESIGN DATA- OCCUPANCY CLASSTFICATTON: NFPA 13R DWEI.,,LING UNIT TYPE OF SPRINKIERS: CENTRAL OPTIMA RESIDENTIAL CONCEALED PENDENT BASIS OF COVERAGE: 16 ft. x 16 fr. NIIMBER OF SPRINKLERS CATCULATED: 4 hCAdS MINIMUM GPM REOUIRED PER SPRINKI.ERI 13.0 gpm : :. ToTAL SPRINKIJER wj,TER TI.o!^l FqAUIRED: 53.5 gpm TOTAL WATER REQUIRED (inc hqse)3 183.s gpn FLOW AND PRESSURE (0 son^): 53.5 gpm e 5?.3 psi SPRINKLER ORIFICE SIAE: ?/16 inch NAME OF CONTRACTOR: ar,I,-SiaTE FrRE PROTECTION, INC. DESIGN/LAYOUT BY: STEVE KYLE AUTHORITY HAvINc JURISDICTION: VAIL, FIRE PREVENTION CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, rNC. ATLANTA, GA Datb: o6/04/Lgg6 SPRTOtER sYsrEM 'IYDRAULT. ANArls JOB TITLE: NORTHWOODS BUILDING UFU UNIT 7 REMoTE AREA "Bu WATER SUPPLY DATA Page I 30248. SDF SOURCE NODE TAG suP NODE TAG 1 2 3 5 I 9 10 11 t7 18 19 20 BOR GAR sYs BFS BFD EXR SUP STATIC PRESS. (Psr ) 100.0 RESID. FLOW PRESS. E (PSr ) (GPM) 80.0 1300.0 AVAIL. TOTAL PRESS. 0 DE}LAND . (Psr) (cPM) 99 .6 153.5 REQ'D PRESS. (Psr) 80.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAI, HOSE STREAM ALLOWANCE OTHER HOSE STREAM ALLOWANCES TOTAT,. DISCHARGE FROM ACTIVE AT SOURCE SPRINKLERS 153.5 GPM 100.0 GPM O. O GPM 53.5 GPM NODE ANAI.,YSIS DATA ELEVATION (FT) 4L.2 45.2 52.3 s2.3 s2.3 4t.2 45.2 52.3 48.7 30 .4 20.9 r.9.8 13. 0 6.0 6.6 2.8 2.8 1.5 -8.0 NODE TYPE R= 4.20 K= 4.06 K= 4.20 K= 4.06 SOURCE 9,6 10.7 10.8 , 11.0 11.6 10 .4 11.3 13. s 16.9 42.L 49.8 53. 6 57 .3 63 .6 64.2 75.8 65.8 76.4 80 .7 PRESSURE DISCHARGE . (PSr ) (cPM) 13. 0 1 3.3 13. s L3.7 53.5 Spr. Press.K-fac. (psi) VALENT K-FACTOR CALCULATO Pipe dia. Pipe' Ftgs.(in) Len. (ft) I EQUI o R Node Name TotaI Len. (ft)H-W Equiv.coef. K-fac. 2 rL0 4.20 9.6 0.811 0. 33 4.83 150 4. 06 Date: o6/04/rgs6 sPRrlER sYsrEM HYDRAULTC ANALUS JOB TITLE: NORTHWOODS BUIL,,DING 'F' UNIT 7 REMOTE AREA "8, Page 2 30248. SDF PIPE DATA PIPE TAG END NODES Pipe: 2 1 Pipe: 3 2 ELEV. (FT) 1 4s.2 4L.2 2 52 .3i 45.2 3 52.3 s2.3 4 52.3 s2.3 5 4s.2 41.2 6 s2.3 45.2 7 52.3 52.3 I 48.7 52.3 9 30.4 48.7 1.0 20.9 30 .4 11 19.8 20.9 I2 13.0 19 .8 13 6.0 13.0 PRESS. SIJM. (PSr ) PF 2.9 PE \.7 PV 0.4 PF 3.2 PE 3.1 PV 0.6 4.2 0.0 4.1 0.0 0.0 0.0 11.6 0.0 11.0 4.t 11.3 4.2 10. 4 0,0 13 .5 4.t 11.3 NOZ. (K) Q(GP!4) DrA(rN) LENGTH PT DrSC. VEL(FPS) HW(C) (FT) (PSr ) (GPM) F.L. /FT 13.0 0 4.L LA.7 13.3 8.1 9.6 13.0 26.3 10.8 0.0 9 .7 10.7 13.3 26.3 11.0 0.0 9 .7 1o.e o.o 811 PL 15.33 150 rTc 2E 136 TL 2L.33 0s5 PL 15.08 150 FTG Pipe: 5 3 Pipe: 8 5 Pipe: 10 9 Pipe: 11 10 Pipe: 11 I Pipe: 77 11 Pipe: 1.8 t7 Pipe: 19 18 Pipe: 20 19 Pipe: BOR 20 Pipe: GAR BOR 26.3 0.0 9.7 0.0 13.5 L3 .7 8.4 13.5 27 .2 0.0 10.0 13.7 26.3 9.7 ' ' 53.5 19 .6 139 TL 22.68 055 PL 1.s8 150 FTG 139 TL t-.58 055 PL 4.00 150 FTG 139 Tr_, 4 .00 . ,. ,: ., ,.1 8L1 Pt L2.58 150 FTG 2E 146 TL 18.s8 055 PL 2L.67 150 FTG zET 148 TL 35.27 055 PL 5.83 150 FTG T lj39 TI, 13.43 PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.2 0.0 0.6 0.6 0.0 0.6 2.7 1.7 0.5 5.2 3.1 0.7 1.9 0.0 0.6 1.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 13 11 t6 13 a 5 q q 5 I 9 8. 1 6 8 3 6 6 3 0.0 0.0 p.0 0.9 42 16 49 53 49 57 53 63 57 53.5 0.0 19.6 0.0 055 PL 3.62 PF 150 FTG PE -L.6 51? TL 3.62 PV 2.6 055 PL 22.75 PF t'r .2 150 FTG ET PE -7.9 51? TI-, 33 . 35 PV 2 .6 .291 PL 9 .54 PF 3. 6 150 FTG T PE -4.1 .193 TL 18.64 PV L.2 ,527 FL 27.s4 PF 3.4 150 FTG 2E PE -0.5 .085 Tr_, 39 .54 PV 0.6 .009 PL 6 .79 PF 0.7 1s0 rTc cB PE -2.9 .022 TL 32.49 PV 0.2 .959 PL 6?.00 PF 3.2 150 FTG 2E2L PE -3.0 .025 TL L2?.56 PV 0.2 53,5 0.0 13. 1 0.Q 53.5 0.0 9.4 0.0 s3.5 0.0 5.4 0.0 53.5 0.0 5.7 0.0 Datb: 0,6/o4/Lgg6 SPRUtER sYsrEM HYDRAULTC ANAL I s JOB TITLE: NORTHWOODS BUILDING UFU UNIT 7 REI,IOTE AREA UBU PIPE DATA (cont. ) PIPE TAG END NODES Pipe: sYs GAR Pipe: Pipe: BFS BFD Pipe: EXR BFS Pipe: suP EXR NOTES: NOZ. PT (K) (Psr) 0.0 64,2 0.0 63.6 53.5 3.352 PL 0.0 1.9 120 FTG 0.0 0.003 TL 53.6 6.065 Pr 0.0 0.6 i 120 FTc 0.0 0.000 TL 224.33 PF 0.9 gETB PE 0.3 3I2.33 PV 0.0 0 .67 PF 0.0 PE -1.6 0.67 PV 0.0 Page 3 30248. SDF PF O.O PE -0.6 PV 0.0 PF 0.2 PE -4.1 PV 0.0 ELEV. (FT) L4 6.6 6.0 15 2.8 6.6 16 2.8 2.8 L7 1.5 2,8 18 -8. 0 1.5 0,0 0.0 0.0 0.0 65.8 64,2 75.8 6s.8 o(cPM) DrA(rN) LENGTH PRESS.Drsc. VEL(FPS) HW(C) (FT) Sr,rM.(GPM) F .t,. /F'.t (PSr ) BFD sYs FIXED PRESSURE LOSS DEVICE 0.0 10.0 psi, 53.5 gpm 0.0 1.33 s3.5 6.065 PL 0.0 76,4 0.0 0.6 120 FTc 0.0 75.8 0.0 0.000 TL si.s 4.280 pL sRcE 80.? (N/A) t.2 140 FTG 0.0 76.4 0.0 0.001 TL 1.33 zLL.20 2ELG 262.20 (1) carcurations were perforrned by the HAss 6.0.0 computer program under license no. 8115J 49 granted by HRS Systema, Inc. 2193 Ranchwood Dr., N.E.Atlanta, GA 30345 ( 2 ) Th-e system has been. balanced. to pror;ide qn average imbalance at eabh node of 0.008 $rn'and a maxlnum imbalance at any nodd'of o;109 gph: (3) velocity pressureg.are printed for information only, and are not used in balanci?g qle EypFem, Maximun- water velocity is r-e.6 fL/aec at piie t:'.:t: '; ' : Darb: 06/04/Lss6 SPRULER sYsrEM HYDR"auLrc ANAIJS "i3in3.ro. JOB TITLE: NORfHWOODS BUILDfNG "F. UNIT ? REMOTE AREA '8" (4) PIPE TTTTINGS TABLE Pipe Table Name: STANDARD.plp PAGE: A I'IATERIAI: S4O HWC: LzO Diameter ( in) 6.065 PAGE: D Diameter (in) 4.280 PAGE: F Diameter ( in) Equivalent fitting Lengths ETLCB E]l Tee LngBlL ChkVIv BfyVlv 14.00 30.00 9.00 32. oo 10. oo :: MATERIAL: DIRON HI|IC:140 Equivalent Fitting Lengths ETLCB Ell Tee LngEll Chkvlv Bfyvlv 18.00 36.00 11.00 39.00 22.00 MATERIAL: COPPER HWC! 150 Equivalent Fitting tengths ETL.CB 811 Tee 45 Chkvlv BfyVIv in Feet GAD Gatvlv Almchk DPVIV 3.00 28.00 19.00 in Feet G GatVIv 4.00 in Feet GAD GatVIv AlnVIv DryVlv 1.50 0.00 0.00 1 . s0 0.00 0.00 1.50 0.00 0.00 1 .50 0.00 0.00 s.0s 0.00 0.00 1. s0 0.00 0.00 in Feet GA 0.811 3.00 4.s0 1.50 7.60 9.10 1.055 3.00 7 .60 1. s0 ? .60 9. 10 1.291 4.s0 9.10." 1.s0 10.60 9.10 I.527 6.00 12 .10 3.00 13.60 9.10 1.9s9 20.L9 40.7L 10.09 45.76 30.62 2.009 7.60 15.10 3.00 16.60 9.10 :, PAGE: G MATERIAL: SUPFLW HWC: 120 Diameter ". Egulvale0! Fitting l.,engths (in) E'1:- -T " 'L ' '-E 3.352 D Dryvlv 16 .00 Ell Tee '45 chkVlv ButVlv GatVlv AlrnVIv ..' , 7 .09 1s .09 3.00 16.00 10.00 1 .00 16. oo ' , : ..; . ... :-. .: .. r.',-. -...i Dare: 0,6/04/Lss6 sPRrfrffiR sYsrEM HYDRAULT. ANAIUS ni8lni.ro,, JOB TITLE: NORTHWOODS BUILDING ,F' UNIT 7 REMOTE AREA "8, WATER SUPPLY CURVE L2O+ 110+ 100* 90+ 40+ 30+ 20+ 10+ 0\\ \\\ \\\\ 't <-80.0 psi 0 1300 gprn Flow Test Point \\\ \\\\ \\\ P R E s s u R E ( P s I ) 80+x I 70+ I 60+ I 50+ LEGEND X = Required Water Supply ''80.69 psi € 153.5 gpm 0 = Available Water Supply ,' 99.62 psi € 153.5 gpm o 0 ++-+---+----+-----+------+--------+--------+---------+ 400 600 800 1000 1200 1400 1600 1800 2000 rl,ow (cPM) ALLSTATE FIRE PROTECTION, INC. 6045 E. 76TH AVE.. #12 CoMMERCE Crry, COLORADO 80022 Telephone (303) 288-3901 Fax (303) 288-1936 NORTI{WOODS BLIII,NTNG "F" UNIT 7 FIRE SPRINKI FR SYSTEM PRODUCT LITERATT]RE PIPE AND FITTINGS A.) Type CoppcrTube B.) Solder Joint Copper & Brass Fittings C.) Allied Tube SuperFlow Lightweight Sprinkler Pipe D.) Allied *XL' Threadable Sprinkler Pipe E.) Stockham Cast lron Threaded Fittings. F.) Victaulic Grooved End Fittings,Couplings & Mechanical Tees G.) N.A.P. 300 Welding Outlets SPRINKLERHEADS A.) Cenual "Optima' 7t16",165 Degree, Residential Concealed Pendents B.) Cenlral 'GBQR' ll2" , 155 Degree, Quick Response Brass Upright Sprinklers C.) Central Model "H-l', 165 Degree, Brass Dry Horizontal Sidewall Sprinklers VALVES A.) Febco 6' 880V Vertical Reduced Pressure Backllow Prwenter B.) Central 3" Butterlly Valve nBFVn Grooved Butledly Valve with Tamper Switch C.) Central 3" Check Valve-9O Grooved Swing Check Valve D.) United Brass #1255 Globe Valves and #1265 Angle Valvcs E.) United Brass #99S Swing Check Valves F.) United Brass #?6 Gauge Test Valves and #235 Ball Drip Valve G.) Watts #FP53L l/2'Pressure Relief Valve [L) Milwaukee Butterball Bunerfly Valves with Tamper Switches ACCESSORIES A.) System Sensor OSY2 Supervisory Switch B.) Poner Electric Signal 'VSR-CF' Vane Tlpe Waterllow Alarm Switch C.) Tolco Fig. 200 Trimline Adjuslable Swivcl Ring Hangers D.) Argco 3/8' Steel Rod Couplings E.) Tolco Fig. 100 3/8" All Thread Rod F.) Argco Item #4 3/8n Steel Eye Sockets G.) Argco Spare Head Boxes and Water Gauges H.) Farr-L,arm Audible / Visible Signal VAIL rIPE DEPAAT,IAINT Approued as Sutreiited D/Approued as Subrniilei ffiApproued as ili:is{! n U6=:=-8y: 7*e=- Ttile: 1/,rr /nr/F. br' q-2-:7V/-(-:%,Z--J 3T- 0ale: ELKHART flbor.r, conponAno*, ,.r,ul*c pRoDUcrc o,u,#,J { { CONTENTS Marketing Policy. . . . . ..tnside cover Couplings. .page 2 Unions. ....page 3 Adaplers. Elbows .. . - .page 6 Tees... .-..page 9 Caps and Plugs. . . . .page i4 Reducers ...page 14 AirChambers _.....page15 ..,' P-Traps .. -..page 16 Return Bends- .....page t6 DrainageFittings ...pagel7 Test Caps. . . page 23 Straps. .-..pagel4 Engineering Oata. - . . . . . . . .page 25 Elkhaft Wrot Copper Fittings Pressure and Drainage Solder-Joint Fittings Elkhart Wrot Copper Pressure and Drainage Fiuings are produced from cornmercially pure copper under specialized processes and uncler stricl inspection and qualily control. The corrosion resistance of Wrot Copper Fittings makes them ideal for use in plumbing. heating. refrigeration. air conclitioning. drainage instaltations aod lor any other piping where copper tube itself is satisfactory. WE INVITE YOUR tNOU|Ry: This catalog contains a f arge variety of lypes and sizes of Wrot Copper Pressure and Drain6gg Fittings. We invite youi inquiry on any fitting or size not shown. We atso invite your request for quotations on any special f ittangs or dimensions. WROT COPPER PRESSURE FITTINGS Elkhart Products Corporation. plumbing products Division manufactures a tine of Wrot Copper SolderrJoint Pressure Fittings in sizes ranging from X"to 8". Wth over 1000 items and sizes to choose from. the following pages represent the most complete line in the industry. These fiftings are produced in ac,cordance with specifications shown in ANS| 816.22 forWrought Copper and Bronze Solderrfoint pressure Fittings. 6 | Ellchart Ftoducts torporation !z f A subsidiary of Amcasr Industrial Corpo.ation O ENGTNEERING DATA ( ( Working Pressures and Solder 'l'lrc tablc of nraxirnurrt reorking prcssurcs lrclrlrv rnust lrc urtdcrstood to rcflcct rvhat is gerrerall.y considercd as goo<l crrgincering practice under rca-sorralll-r' constarrt and favoraltlc cortditions; i-c., pressurcs s'hich ar:c fairly stcad-v, abscnce of particularly corrosivc ntcdia, etc. Unusual conditions rcquirc incrcased safc[y factors and thereforc lorvcr s.orking prcs- surcs should bc used. ( Rated Internal Working Pressures of Piping System Made ol Copper Water Tube and Soldered Fittings I ti:x ; *,;: ,oirl, | 0c!- r. POUr{0S ?6R SQU^Rf rflCN ' *rt.. (rl Cooo.. tr.t.r f!b.-t.6in.l Sir.r %- to t- l.cl.l%- lo 2- lncl-?t'to a- In(l-5- ro l- ltlcl. '50-50 fin-teod (b) too r50 200 250 200 150 too 85 t7s t 25 90 7S r50 loo 75 50 135 9() 70 45 95-5 Tin-Antimoay or 95-5 Tin-l,eod (<) too r5b 200 250 500 400 300 200 400 350 250 t75 300 275 2fi} r50 27O i 250 i r80 i I 135 | I Sroriog Alloyr (Melting ot or obove I OOO"F.) frmpe.olir.e cod pre:rure .otingi (onlirfent wirh thc moteriofr, I ond procedurer cmployed. i 'Ihc d!1. Sivcn to.50% rin-so l..d.pplici.lso tor thc 60% tin-60% tc.d a oy- Tha velues in ttr.s t.bta a.a baaad on drt in thc N.tional tsu.aau ol Stand.rd3 Poblicatioar. -.Buildinr Matc.iata and st.rrctu.cr Rcports gMS 58 .nd BMS 83..' - NOTE (.) locrudang othrr nonco.rosivc riquid. rnd ga3er Thc .trov. t.brc ir r.o'n d!t. publishcd by the copg.. .od (b) ASTM g32. AIoy cr.dc 5OA Bt'13 Rescatch Arsocidtion' (c) ASrM 832. Alloy Gradc 5A Estimated Quantity of 50-50 Solder Required to Make 100 Joints l. Trrc qg5..1;1t ol hr.d rold.. vtcd it d.F|.ndcnt _on th. ttifl Z. f!y9 9.. ol Sotde. ftui wi bc rcquircC tor ..ch pound ot ot Ina opar.tot. bst lo. cttirn.tirg pu'rposcr, 75*, ol iha toroe..attoYa li€sae! may ba utcd. tit.ft-fi-v.-tt{'rN-lh'r lit-5-a-l' Quo6tity in Poundt .5 .f5 l.o 1.4 1.7 t.9 2-a 3.2 3.9 {.5 5.5 8.t5.32. @ | ^'i*fr"i *::ffif, jr*: rati o n a r.:,r!:: c . ENGINEERING DATA ( ( ( Wrought Copper Solder-Joint Drainage Fittings Exl.acled trom American National SEndafd W.q.qt Copper and V{ro..iht CoDDe. A oy Sotdcr.Jo,nt &ena,:t Frrr,ngs (ANS| 816 Zgt rath -l'n,!st.J- J.Ihe publ;shc/. The Amefican Soci€ty ot Mechadcat €ng;ne€(s. 345 Eas: iTth St rhu yor\. N y- Wrot Copper Fittings Large FITTING MATERIAL: Copper A[oy *122, phosphorus Deoxidized-High Residual Phosphorus(DHp). Com- position: 99% Copper; .015-.040% Phosphorus. WELO MATERIAL: Silicon Bronze. Meets specifica- tion American Welding Society (AWS) A5.7-69 and American Metats Society (AMSI 4616 B. WELD SPECIFICATIONS: Tensile Strength-Up to 58,000 pSl Yield Strength-Up to 25,000 pst Elongation in 2"-53 to 55% Hardness-8O to 1O0 Brinell (500 kg. Load) Temperature: Melt 1832oF. Ftrcw lg3loF ( DiameterWelded Design METHOD OF JOINtNG: EtectricWetd. DIMENSIONS A SPECIFTCATTONS: EPC Welded fittings are produced in accordance with specifica- tions shown in American National Standard (ANSIl 816.22 for wrought copper. and bronze solder-ioint pressure fittings. . TESTING: Each fiiling is individuaily tested wirh air under water. The bursting pressure of the weld exceeds that of straight, seamless ASTM BBg-70 Type "L" copper water tube. annealed. of compar- able diameter ( ( Copper Water Tube-Standard Dimensions and Weights lSliSht vi?iationr t.om lhcsa *ciglrti mu{ ba crpcctcd i. pr.clica. Dimensions of Soldered-Joint Ends (in.inches) See Diagram Page 26 s.ra ltrl. lnd 0 faatta [.d j atrr l.r,d. O.rft.t.t O.r:n ltu(t..rr I trnerr !:rl 0{Cid. Br.c.t t I tlin.ilar- I tin. lvl lh I 1.372 t.621 2,t2r l.l2l d.t2l l.l7t i 0.56 t.527 | 0.62 7.rzt i o.cg 3.r2t i o.8l I 1.121 | t.06 .'__ t_178 1.382 0.50 . 0.010 r.?9 1.628 r.6!1 0.56 ; o orl r.5l ?.r?8 ?.lrr 0.62 j o orr ?.ol 1.128 3.113 i o.l5 i o.o.r 7.98 ,l i.r2a .t.nl j r.oo i o.osg 3.el fub. Si:. InClrat Oulrid.0;...In. Ttpat K.L.lt-0ltv l.tid. oir .ta., l..h.r trll thi.ln.tr.Inrh.r lPosndt Dcr Ii..r. r.or ftw ,( llpc L lvpc lr rtgc 0tvv rtt. t( rlpt rtDt ti rlx or{Y irc.(tt*t tt* | t ro.aiowv V % Yz % zVz 3 tYz 4 5 6 8 % I tV tVz a .37 5 .500 .675 .750 -475 t.125 1.375 1.62s 2.r25 2.62s 3.125 3.625 4.t25 s.r25 6.125 8.t25 .3(!5 -402 .527 .652 -7 45 -995 1.2{5 l.{81 1.959 2.435 2-io7 3.385 3.E57 {.805 5.741 7,583 .315 ,430 .545 .666 .785 1.o25 1.265 t.505 t.985 2.465 2.i15 3-125 3.905 4.87 5 5.8{5 ,.725 ,.-tr, 1.52f 2.OO9 2.195 2.i,tl 3.{t9 3.935 1.9o.' s.881 f -7as t.54t 2.041 3.O35 a* .l-98 | 5.959 r.295 .o35 l.o3o i.o2s .orr | .ors l.ozs .o4e | .o4o | .o28 .o4e | .o42 | .o3o .oos | .ors | .orz .065 | .o5o l.o3t .oo: | .oss | .ocu .o72 | .()60 | .o49 .ort | .oro | .ort .ors | .oao | .oe s .ror | .oco | .ozr .r2ol.rool.o83 .rrr l.rro | .oes .160 1.t25 l.to9 r{o t92 r2a .27 |.200 | .t70 .o40 .o42 -o42 .o45 .o58 .o/2 .o83 .t45 .269 .344 ..1 t 8 .64 | .839 l.o4 t.36 2.(16 2-9t {.oo 5.t2 6,5t 9.67 t 3.9 25.9 .l ?6 .198 .285 .362 .455 .655 ,80{ i.l4 1.75 2.{E 3.33 4-2i 5.38 7.61 to.2 t9.3 .l06 i .t4s i .zo4 i .zor i .328 i ..or I .682 | .650 .e40 ! .8oe r.r I r.oz 2.o3 I 2.68 I t.6e 3.58 |r.ee | :.or 6.66 | {..3 r."z I c.ro r6.5 adL | .ElJ<trart lrroducts torporatioa,\y I e.uhici"ry o{ Amcast tndustriat Corporation Page.28 ENGINEERING OATA Copper Water Tube-Calculated Bursting Pressure* : Osfli.tc I : oirin.lcr, tr. rtot( ! Itpct ftp. x I ItPG |( lroct t'__-- _ '-t __rrr.t l'--- |- - . r.(d (Or rri) l5n!r (rn^.r1.6: .o3o I 6.700 5.600 .o35 l 7,loo ',eOO .o4o ; 5.600 1.7OO .o42 | 4.7AO 3,9OO .o45 i 5,3oo : 14,5oo .O50 I 4.2Oo I l.5OO .o55 I 3,4OO , ?,8O0 l{..lira t..rtlr..tt ?.. ft. tn- ( l|l!i& oir .l.r Iuti Sir€. Itp?: t(_t : .37 5 .500 .6? 5 .7 SO .87 5 t.t25 r.375 t.625 2.125 2.625 3.1?5 3-62s 4.125 s.l2s 6.1?5 ZtS o I rpc t 't _' ' nr.d (Dr.-nl ; t ti (rnn.rl.d) V1 % t/- 7t .305 .402 .527 .652 .745 .995 1.245 1.48 | t.959 2.435 2.90/ 3.385 3.8 57 4.805 5.74r 7.58 3 .3t5 ?ro .5.15 .666 .7a5 t.o25 1.265 r.505 t.985 2.165 2.945 3.425 3.905 4.875 5.845 7.725 .o35 .o{9 .o49 .o49 .065 .065 .065 -o7" .o83 .o95 .l09 -120 .134 .t60 .t 92 -27 | 5.800 5,OOO {,600 4,OOO {.800 4.aao 3,EOO 3.,lOO 3. r0() 2,r@ ?..rOO ?,200 2.OOO r.800 r.700 1.700 t,600 t,500 l.{oo ( ( 3/t I tYt rYz 2 2t/z 3 tVz 4 5 :;l;:;;;l;:;;; .o7o. | 2,8OO | ,?.3Oo .060 | 3.2OO .o80 1 2,600 i 2.200 .o9ol2,5ool2,loo .tftrl2,4oo,2,ooo .lrol2,3oott,9oo .r25 | 2,2Oo i r,eOO .r4o.l 2,300 i r.9oo .2OOl2.4OOl2.OOO : 3,700 3.200 2.900 2,700 ?,400 2,700 2.roo 2,OOO r,900 t,800 r.600 1,800 rvh.re P - Euzsting Prets!.e, tb, ge. Sq. lrr. t - Wa[ fhicknes!. Inche5 O ' Outside f.rbc Oianreler- tnchci S - T"njile Sttedglh (36.000 Lb. pc. Sq. lo. lor xard tuh.t a^d fo.fOo (or $l! trrtre3)$lilh lactor o{ 5ately ol 5. ma !, wo.k;ng D.cssu.e alto@ blc by common useqe ut, to I 50' F. cr n trc ti f d. i I I /5 ir a .rttov{ :rg.itrnq arct3u'a!.( 'But:ting Pte5su.ei ate catculalccl trom thc tollowine tormuta lo. thin. holtow cyliDite.a unlter lc.r5io-. Soldering and Brazing Copper Tube Soldering and Brazing with capillary sotder ioant fittings is the most common system for ioining copper tube. The American welding Sociery defines sotdering as a ioining process which lakes place below 840o and brazing as a similar orocess which occurs above 840o- . The basic theory and technique of soldering and brazing are the same lor all diameters...the variables are: the amount of lime. heat and lilter metal required to cornolete a desiqnated ioinl. A good ioint is the product of a wett trained craftsmaln who knows and resoects the materials and methods he uses. Basic Steps in Joining Process Measudng - Measuring lhe length ol the tutre must be accu-rale, lt the tube is too short it will not reach all the way into the socket of the lining and a proOer ioint cannot be made. Cutting - Culting tube can be accomplisied in a number ol dillerenl ways to poduce a satistactory. square+nd cut. The tube can be cut with a disc type tube cutter a hacksarv, abrasive wheels, of slationary and porlable bandsans" Carefiust be taken lhat the lube is not delormed while being qrt Regardtess of the cu(ing method used, the cut must be square with the run of the lube so that it witl seat properlyin the litting socket. Regmjne - Most methods of cutting leave a small burr on the end ol.the tube. Unless lhese rough edges are removect. erosioG c'oflosron may occur clue lo local lurbulence and increased veloci-tiet in the tube. Tools used to rearn lube ends inc{ude the reaming blade on the tube cutter hatf-round or mund tiles. a oockei knife. or a suitable deburrinq tool- With anoeated iub€. care must be taken not to qet the Iube end out-o(-round by apptying too rnuch pressure. Both lhe inside and the oubide of the tub€ may require rernoval of the bufi A propedy reamed piece o{ lube will provide a smooth surlace for bener llori. Cleaninq - Cleaning is quickty and easily done. The removal ot oxides and su.lace soil is crucial if liller melal is lo llow proo- erly Oxides, surface soil and oil can inrer{ere with lhe strength of the ioint and this may resulr in the ioints laiture. Mectunical cleaning is a simple opecation. Th€ enct ot the tube shoub be cleaned using sand cloth or nyton abrasive patls lor a distance only slightly more than the degrh of th€ titting sod,et, The soctet of lhe titting should also be cteaoed using -;rd ctoth. abrasive pads. or properly sized titting brushes. The same precautions. as when reaming the tube, should be obseded. Copp€r is a soft metal: if too much materiel is r€moved. a loose fil will result and interlere with satislactory capi ary actbn in making the joint. The capillary soace belwe€n t:be and tit- ling is appoximalely .0o4-in. Solder or brazing ntte( met3t can lill this gap by capitlary action. This spacing ii critisat tor ttre tiller m€tal to flow into lhe gap and form a slroog ioint. Ctremi- cal cleaning may be utilized. providing lhe tube and finings are tho(oughly rinsed, acco.ding to lhe manufaclureri recom- mendalions lurnished with the cleane( This wiff hetD neutrafire any acidic conditions that may exist. The surfacea once deaned, should nol be louched with bare hands or oily gto/es. Skin oits, lubricating oils and grea5e impair solder ftow and wetting. Temperature Ranges Up to this point, the ioining p,ocess is the same tor bolh soldering and bcazing. The choice fo. soldering or bra:ing witt ( ( @ I fl*tri #i*T":i, j;ffi*"""' (- i,t, t , ENGINEERING DATA ( Soldering and Brazing (,Copper Tube continued lrom page 28 depend uoon operating conditions. Solder ioint! are generally used v,,here the syslem lemoerat,Jres do nol exceed 25OoF and brazcd,o'nts can be used vrhere grealer slrenglhs are require(r. or v/hcre system le/nperalures are as high as 350oF In aclual practice- mosl soldering is done at temoeratures about 35OoF to 550'E vhile brazing is done al teriperalures ranging lrotn I toooF to r550oF Because of llto dilfercnces in lhe Soldering and brazing pro- cesses. each v.rill be discusscd separately. Soldering Applying Flux - A non-aggressive soldering ltux is .ecom- mended. SIir lhe llux belore use. A good llux will dissolve and temOve lraces ol reSidual oxides lrOm Ihe Surfaces lO be ioined.prolect lhe Surtaces frorn re-oxidation during heating and p(o- mote lhe vetting of Ihe surfaces by lhe solder A thin. even coating ot llux should be applied with a b(ush to both lube and titting. Avoid Ihe use of lingers to apply ftux. Chemicals in the {lux can be harmful il carried to the eyes or open cutsl Typ€s of Sotder - There a(e a variety of solders avaitabte ihar will produce sound. leak-tight ioints. Solders lhat are used for piping apglications contain tin and varying amounts ol either antimony. coppe(. lead or sitver. Choice of solder wilt deoend upon applicalion and local codes. For potabte water systems. solders v/hich do not contain lead are the best choice- Assembly - After both sudaces are properly ftuxed, they should be assembled by placing the fitting on lhe tube. making gurs the tube seats against the base of the titting socket. A stight twisting motion is suggested lo ensure even coverage by the . flux. Remove the excess llux with a rag. Because oithe heat that is required during soldering and brazing. only cotton rags should be used. Complete all preDared ioints within a singte work day Care must be taken lo assure that the tube and tittings are properly supported with a reasonable, unilorm capiltary space around the entire circumference ot the ioint- Uniformity of cap-illary space will ensure good fi er metal penetratioh if the guidelines of successtut ioint making are followed. Excessive joint clearance can cause Ihe filter metal to crack under stress or vibration. Heating - Eecause of the oF€n tlame and high temperatures required for soldering and the llammabitity oittre gases used. salety precautions must b€ observed. The heat is generally applied by use ot an airltuel to.ch. These torches can use aietylene o( a varaety of LP gases. Electric resistance .pliers can also be used. Heating should begin with the ttame perpendicular lo the tube. This preheat wi conduct the initial heat into ihe socket for even distribution ot heat inside and out. preheating depends upon the size of the ioint - experience wilt indicate iire prope, arnount of time. The llame shoutd now be moved.onto the fit_tinq. Move the ltame from the (itting socket onto the tube a distance equal to the litting socket.-Touch lhe solder to the ioint. lt the soldei does not melt. remove it and coirtinue the heating pocess. Be carefut not to overheat or direct the ttame into ihe liiting cup. This action can cause the flux to bum and deslroy its etfectiveness. When the mettidg temp€rature has been reached. heat may be apptied to the bai€ of the cup to aid capallary action in drawing the solder into the CUp. Applying S-older - when the tube is in a horizontal position. slart applying the sotder slighfly otf{enter of the bottom of the ioint. Proceed across lhe bottom ot th€ tinins and uD to the lop.center position. Return to lhe point ot besinning. bvedap the starting point and then proceed up the inco'moteieO siOe tb lhe top. Again, overlapping the soldef Molten rclder wifl be dcnvnrnto the ioinl by capillary aclion regardless if the sotder is Dern9 ted upward. downward or horizontallla Cooling e Clo.ning - Atle. the idnt has been cofipleted. nalu- nl cooling h best, Shoct cooling ma:t caus€ u,vrecessary st€sses ' on lhe ioint and nuy result in g€nlual tailure. Cleen ott any rehaining llux with a wet Glg. Erazing Applying Flur - The tluxes us€d lor braring cooper iornls are diflerent in co.n@sition lrom solde(ing tlures. They cannot. and should nol. b€ used interchangeably. Erazing lluxes are waler based. Simitar to soldering llures. braring lluxes dissolve and remove resrdual orides lro.n the metal surlaces. they prolect the metal surlaces lrom reo dat'on during healing and lhey promote the wetling ol the sudaces to be ioined by the brazing liller metal. Fh,xes also provrd€ the craflsman with an indication of lemDerature. Applicalion ot rhe llux is lhe same as when soldering. lt the outside ot lhe ftnrng and lhe heat allected area ol the tube are covered wilh llux. it will prevenl oxidation and greatly improve the appearance ol lhe ioint. Erazing Filler Metals - There afe two general tyDes of brazing liller melals used lor ioining copper tube: ECuP(8razin9 -CoD- per - Phosphorusl and BAq (Sraring - Silverl. These braring tiller melals are classified according Io their comoonents BCUP liller metals are prele(red lor ioining copper lub€ and tittings. The phosphorus in thes€ tiller metals acts as a fluxing agent and the lower percentage ol silver mak€s them relaiively low cost tiller metals. When using copper tube. wrought coooer littings and BCUP brazing lilter metal. lluring is an oplion due to the selt-fluxing action ol the phosphorus present in atl comoo- . nenis ol lhe brazed ioinl. The choice of brauing lilter melals deo€nds u@n four main laclors: . dimensional lolerance ot the ioint . type and material of fitting (casr or wroughtl . ctesired app€arance . cost Heating - Oxy/luel torches are generatly used when brazing because of the higher temperalures .equired. Oue lo recenl innovations in airlluel torch tip design, they can now be u5ed on a wider variety of sizes lor sotdering and bra.zing. . When working with temoeGtures this high. safety grecau- trons must be followed and care taken to orotect bo(h the oo€.a. lor and the materials being used. The heating operation is the same as lor solde(ing. First gre- heat lhe tube and then the tube and lining- When the brating liller melal starls to melt. apoly the heat at th€ bas€ ol the lining soct(et to help draw the brazing lilter metal in bycaDillary acrion. Applying Eraring Fitter Metal - Remember to aflow the heat ot the ioint to melt the liller.netal. Do not melt the fifier metal wilh the.torch. The melted lilter metat wi[ be drawn inlo the ioinr by capillary action. lt is very importanl thal lhe ftame be iri contin- uous molion and should not te altowed to remain on any one point long edough to burn through lhe tub€ o( tittirig. When the toinl is complete. a continuous tillet should be visible com-pletely around lhe ioint. ll the lille( metal hils to ltot,{, or rlas th€ lendency to ball-up. it indicstes oxidation on lhe metal sur{aces or insuflicieot heat oo the parts to b€ ioined. lt ttre tiller rnetat refuses lo enter lhe ioint and lends to ftow over the outside ot either pa.l of the ioint, it indicates that rhis Dan b or€rh€at€d o( lhal the other parl is underheated. Cooling and Cloaning -- When the ioint is comptete. atklv at to cool'naturally Flux .esidues can be removed by rashing with hol waterand brushing with a stainless steelwire brush. Summary lf the parls to be ioined are prop€dy pepa.ed. p.operly h€atd and lhe correct lille. metat is used. the tinisfu ioidt 3houtd pe sgund. Soldered or brazed copper piprng qciems. wtren instalted g.operly. wifl p(oride y€afs ot said arl(t ratiabb aervice. Proper training of the correcl inslallation ledlnhues. such as lhose iust covered. will give the crattvnan the abilitv to achieve consislently reliable soldered and brared ioinb in ali diameters. P-repared with lechnical assislance lrom the C.apper D ev e I op m e nt Assocta f ion. ( ( at?L I Ellchart Protlucts torporation \y I A subsidiary of Amcast lndusrriat Cor@Gtion Gifuln€ll SUPPLY SAIES COMPANY ALLIED SCHEDULE 40"ALLIED SCHEDUTE TO I ALLIED SUPER FLIO'* -. @o w ALLIED XL PIPE @@ Fr (ffi IH, llllied TUBE & CONDUIT Grinnell' STJPPLY SAI.ES @MPANY 16100 Soulh LathroD Awnus Harvoy, lllinois 60426 l3r2l 339-1610 . !8oo-SALLTED ,rr. trn-L, rrril ErErbl rirrE rn t'b HIII.lrrigl|r d ^rd &nda. aO r+. Aiin 6d.dr. .o tb. I hrdi!.d rr! rh . .tdd $r|ocrtL ||.d h .|lttqll|b.rrt !.rcl|g.P'WlCn ddr dd ur,a!&rtl&.!at aqsts t s9.dl qib ....od qi Ard aO, SL.rr4. I ton t'lruon r, irgot a lor crlrrd|i.r !i li.l b Wd&it c.baad $riaa. ryl.rt Tlrtll !.5i.rE !r laia|i supa ao. sdtadu|. {0, r! r(L gpr aO I n rirr.rr.6 b A rr5/ ra5,lyF E, on..^ 'r$i.tEr. t|il rn XL PIPE llrrd atrltlh t-t3 ' ,ili.a n PF !dr.v- irn||nt b ,SIu 45, . Ar..l {- F{x hrr r |nr:i llea- tild *l.r9'r '|.n Sdt.odFf rd . nrrd D..rr ord t.o t-ldnc loa.. nr.r-l(.dne o. oth- aYfttrto ol hllu|| 18 ddacrad h ant ol ,r |bol| ldlng Foc+ Tr.l.d.Cdnd oo.t|t? o l SX{,9roducl Con9arnhr r-l. .u|hhr.t - Af,bd Xl. Pb. v.. Sa|raituL a0 C6inE0ot| ril' L||4 t lo|l UL a-d AI€ XL PiF | f,*.[ bh!.tdbr r.5.b ALd ,(l l!. h.. i!.Ctrtb.lrrt.llh p.!9r!a aedldarrl b c t.t ll|'r nqdi b Sdr.da aO Flcint ILO ,(L n9. la,r raiqir.riari Hrtu tc &Frtr.it |I.d x! Pb., tr|..Ld h acco,l'JH iti AlGllASl/E A.?O!-leG' cD |,ln Ell aLnd ,.r|,t illho|, b.ra VHrdr Aad Xl F'a fl id L.t i c !.br qi PSL li.ca ||. |un|.| rqldr! r-'rrr. .,td rld nd .du rt scfira 10 !.!{!6 ,$ 5 !-Ci!tJr b ri.lbn h drd lFcbr rki{ tr madrrE Ffl |IlF b...|n fi lLd rb. r,a hh csratt qlojuarl ri !!&n dqdblr rt .-trrt *!.d bll !! d!9 bd lL, Tn .lxl nI i r l'|g-ldng tfrt dF.d. 6d'.dr. .O *r dt6.i! ar.d.d rnntr +g,rd rd!d. !. taori{ l. Sl,n d irr n3r!!i a. Va.tlct |Il|.naa !. Ccrdt id.LrE t hlr'lardc r|lt(tl t lllld crd drdr C.C.. d llscr |9Fud R. rLtrrc Tl| '||.du*:d rn brld^r irDll d 4fi.0 n PiD. r'ih..qtv.bir Gnbrlc. b lh. drsaa lng6.d by tr &d t-t Aldxl Pu r...d 6 l.m Psl Cdrdqt iLlrc Lr..t o'r ti uad$do. d Sch.+ t . aopF. rp.Crur tt !a!o.ed- h.t .arir.d $nr|&dxl Pts ial6 d $ b rld .rc...L! tO Frt h mal ||,b,n& r9rrlitar ryirB I r.e.d nrl D.nirt t cad!.'n Co,xF br rl rrlt h r.rsL Sci.(ll {01 .'-'r..|F'r.-'| "D*r'*hhtttll,rB -.ql-!-*h*yrl |r.l .a?r.a r' - .rri. tr.c +.d t -trrsr rl a#'.rb@r-d F-r!F.rtdi,t_f !..n r-d |rd arx It Dhr/En& shll n{.itria.. c a{fx ll llD rta ln ALa ag dtts b l|i&|. h nr t&ltlA bvba'r2? S!F. .o- PIF rE rd|tr a Ldnr|qrl art[nca|n.d h |D|lrHt tF ldrly r|ltd b. |nal aprf*lJ rFbi l SrF. a0 ol|..! | CRA d t,l rd ln|9|l'v.{W' lic d..lrn Co.nDlr xlth lsTf a tl5 a 13! Srr aO I hDst !r.d F lcn Astrl A r35 dl r5r A?!!AFe AlLd E PlD. u...d.d .[ lh U,L r.qulrl|mib lrd wra ttr l}d lpdn5.r PlF. to rtaaia undalrlctad tt t .db.r L.boo. !o.fa. frc. [drt loa S.oYad |l| ayrida hftlnt Fldr|l Fr.rr- ol lO P.Sl or LaC T-ta Ffonn.d bt tH..fili.rr Lrb llorl|l Ll grdlhC Er9 Ctla.r 9?. fd |IE l-adcl. q! rdr r! llr -.. Fr r-d - ri'e ?llbt'rdt rr d..ctt d h |fF rl' EtSataG ta{ca |!ht(lglbt bcrlCr ErtEEt r! tlF rrt U! ,t|d PipG !f,ir9.d it bri b.d!bn rft l,G|rSTE Bl2Ot.lG] F} * Safldprd! lurEsrl'.6d VEo.rx EEUrC rb xL Pb. b tits.b h o(,b- |.a r.ita t l FLftad bY Frcriry I'rtrd' - lLd IL Plo.r ASII Alll . Farnut Co.lhr tbr gn r|Gbi.l|..S'FaoFd-D..d Lr!-hl'.C|rtrir rrrfl.wiE rtt tilrtd.s$r a0 r,lt t o' !(b -.ad tttdian C'.ncrair E lrldD,rie!. |ra grs,it ri ]d Fm o :t arrrll rr i-.d rr itn-ir .ra Eirrr.E drI|d..r!&E&E hi a Frr.t . Th. rliari b r.Gr.rr! rrl U.v 6.trb(tr tcn qrttd ALLIED . nrxd.d r ri.nlEt rrfa rtcorrlr<l|i'l .Ir* F.*!rthE tre.a Fdr'coonir .r!'14,-!r.'l . F|dL *a co.larF an r*gsv.is ra., rtJtglb{. Gd!r+|'rt tp gb.b .Frtrildrffi , ttt 16e.!. |ldro -*ti -EiE ra. b rFrbbrn-ttrrr lStI lttt trr HtrLS.rb brr !-bti.a tl a llr a llr FE,t ..t'r* Lacra |'on||t btr . Srl|p|..Ei ir t Fn trt6ti r-at . El.! tlirt [.*N rtrg.reritrr}.t>(lffitffi . ryEnit!.n!*E x{sr$ ngttE tir b rgr*nii |ra. q1tt D.-tr. t ir . lLrinl rrilr-ina 6'ca t-rr *Z!.lmtri6Gl23Fil .gr-ElffdE- \.r UL r u.C lbt dJFL SuDd Flo b hrrrAcirld b ASTM A 705, ]}F E Cr.dr A b0dfie a(l'|ll('a.nifE Z Frr 't|b|no ! Snr*.1 hrd rirtlih a. VtD.l|bn riiatarca 5. @rdg' r.ri,r&a l. **r a0rngh 7. Hytodalc 'lrtdl !, Yl||d.C orrld &;Ntl Copi.. d l&o.rb.y .F o,rl raldL r'l |vdrbL an ALLIED SCHEDULE 4O'* lld s.rrdl. .o S. I rc.ccial oqi.a. qrrt pF ?..*.rr d-b- F&.rtd !r. I d or, e*t r'.itl,r tC. rrr..crsrt Al- lCldra ,O#.*d--(b1 hdrl.r..La-l{ q* catd.tfrbA L Lr. ufth d|'aricr Jrd aot-|l| t,oaa.]rca, Scbl|.O Pir '.rt{ t Fq D !u,!(l rca.rl Lh{..aaFd.lattd rX SC*t a0lb.rra || Asll-attl rrtn Ard san 6r. a0 rit hr r- rErdtt r-t ]l| it cl|rdtF t-i.t -ibrt t tsT!-Ars5. SCHEDI,-E 'IO PIPE AyILAELE N TRADE sizEs I' THRU ? IN I.€NGII{S OF A'AND 25' ]f r55 rne .r3l r.aa r4a rlo 5l LO r..r0 .iat tn ?t,9 i,E,,1!||IE ! ALLIED SUPER 40* ALLIED SCHEDULE 10 h|nGrd ,.d'.t i,|l d.|iFC.F.*h, r..'rrjbDhrrrrt'8r Fbrrblffi,l- rh ASIU-AII' Liolrftn bd Fr.idr-gt-n AId qtr-rErdartEIl iciasr a rginc.rrt ConpLa i l ASTI.A|'S dd6 Ali.d hn idt * nid tti ASna.^135 !D'f irt! r.dl. ntd llld Dotarlia+ tlf.f|d, '|l.54 dnoa||or. .E- r tir r. aLdl osl brtuc.d rigm |'!l hcrd ddl.|h Alill !h. htt 65 b.*t c.s F!d(- |Er i.ror!.d rgn rJ t+a .E{rrlr.dh|r ,b..|/f,tr$1.!r.rbA atfilli iJ| lr drtrn t mffi.aLgl -Al!3 (rrb 4 ra I D|.|.'r b ldricl. h rrrb. qxrry ta.l c.d h ir .sraAn .l AlLdl ratr| xr it rl(irri!.rlb h cr!..' fld |rgn r.'fi tor rroy cr Coalhf Eodd rlll 11 .nvhr. tpaclrlt t mt l$d nbdfad parrada. Iha !ad( cofr|g acl ar !r r..lf,tl Fht a|d I r[trrtbr hrhg ..!d U.V d.! dd.n iodl lr.nlulh.l FrFli- Fo\/tda dcal|.6| lbdcdo|r d||n ridaa bid Fp ha,taa,6lrIn$ ar6 |!l g.i:o,itg r|o .p.d.l F6 or .ordot'afll arja naa(Ld tr lbEdb. .rd ld.ldin Erdtrrc|!b nt hr- rtllr d lb rtr rl 05. xr- x.|'rfrc!, iarrt h dsc.d .rlrrr|t rirn 5,t!. mb d.dfnta ||l.fiurr|gh-rrg lri.d tlr il ,lFl b!-,rib rb'|r Fovlda iEr-r-ld .|!d rdrn, rtirr 6 i.l-!b.-..nat dk Dt hdno.r ^rrn-Lr.g.r , r+.r".r.!Q&..||'r F-rt-nld&t, air..d by a.drd FF |.ll.t Fo. t ti. r3lrrt 9d+d.itrdbL !,nr {r c.h-n t !.oot|d r...rifrcJ tdtrt . l4f ,rit dryrr|.! i'rrdo. nor dllrcbi.Uc|. Siltficd lnFo6m.rit o,t S.hdda a0 Lrtd iharn .i,.r b \^f.tt dt c.lcul.H rFiidJ rySar .llrl. ulL !.br rho|tt ditr."c..!.{i.d| Slor Fb. Sdi(|t|h a0 rrid Scltad,f. n S|ef, Fb b dt .d h b.{l p||h .nd bcrort rcll g.ootio anb- soacid qn 5 Lnglh d!r. r'r .bo .cc.at d E Stf.r rb ftp.. Ph!4lc.l Ortr.ndrr.Ior u$ wilr ap9.o,rd/[r-d dr€]d dan .lld ftiTtr l' *rn .l gr6lnd cocPh9a, ftfigr, rnd vd' . S.ldrd h]Er .p.dng '.odrD.rt nr or'r|l||.d to.gD.r Fb plF. Su. r.i!. ! rcl I App-r.a I Itrffi |I qFrjllf I I e,a.-* l- t115 IE'.tc r.rlo n r.&r|.z ,t(|lrl ll rtF tl&l , l u,tr ?rrt art .r(D lg l' 2l,2,9 .i20 !!l & t !,$0 Ito ,tz!'L!It ao 17|p ,14 atf r0 a5@ a2E .r20 5tt ll tllE l:tl .i!a ?n r C.G €rit .tta a, t rttl a2ai .ltl r6.ra ALLIED SUPER FLO'" S||pr Flo- Flp.t$tr-arfa tl|. hlaat t chrlcrl *tvmcairafit h llghl w.ll $dnb..plp.. ld.rly tvlb.t to. uaa la iroal rDdnldt .'|btn h.h[.tton+ Sup.r Fb ctf..r aahrantagrolr htdrau|L 6-lto a.p.Ultha Ugm rdgt hrt hsrdtty ttiqrt, lll. prrdalcn ..lfh..til6|{rr Flo llm rd |Prtntd- DtF atorr foa xta ol h.flIhg i0 hsl||td.h.trlrlloG rt ig ncr|rtly nduord btor 6rta Cornplo wttr ASTI A ?I5 S{pr F|o PDa I A 76 ry9. e cd. A ||ttt tto n?t fEt6ltl|/f00t tfl t!.o.!. h.e|||lrq ft0 tt*il l|tB .tcB.a! rJ4 r.!40 t0 ltr5 .Gt2r 1.00! i i!2.27 1.!1 !Jiz LS tm :0a5 ,aa,ll l5t2 t.au I MI 00 5S .!751 2tt3 t.ta a.tt a.$2 aJm ?30 .!0o .r320 t0.7t s. o o CAST IROA{ PIPE FITTINGS ) () o CAST'IROH PIPE FITTINGS Z CASTIR PIPE FITTINGS (ANSI Standard 816.4) TEMPERATUSES DTDRETS F vi0aflNG pnEssuBts, fl0H5H0c( pstG curss tzs ctAss 2s0 -20 to 150 200 250 300 350 400 t75 t65 t50 tr0 l?5 400 370 3.t0 310 ?80 250 Classe5 125 and 250 Cast |ron Ftanged Fittings (ANS| A l6. t ) MATERIALS The materiat used in the manufacture of Slockham cist iron fitlings conforms to the American Society for Testing and Materials Specification A126 Class B, Cast Gray lron. tt is fuily described in the "l,rlaterial Specifications', section RATED WORKING PRESSURES Classes t 25 and 250 Cast lron Threaded Fittinqs .A\ use of malleable fitlings is suggested iv',r' under these conditions. Accurately aligned chanrfered threads enable Stockham fiuings to make up easily with tight joints and srraight tines. Fittings are threaded with ANSt/ASME Standard Taper Pipe Threads 81.20.1. DESIGN: CAST IRON DRATNAGE FITTINGS Drainage firtings are designed to give unobstructed llow. This is accomplished by making the inside of the fitting approximately the same as the inside diameter of wrought pipe. When the joint is made, the end of the pipe practically meets the shoulder at the back of the thread chambet forming a smooth passageway to prevent catching or clogging of foreign matter. Fittings that have openings at right : angles have pitched threads so that the horizontal line will pitch 1/4,, per foot, assuring positive drainage. Stockham cast iron drainage fittings are manutactured according to ANSI Standard B 1 6.12. Pressure{emperature ratings do not apply to drainage fittings. DESIG.N: CAST IRON FLANGES AND FLANGED FITTINGS, CLASSES 125 AND 250 Stockham manufactures Classes 125 and 250 cast iron flanqed fittings and llanges conforming to A:NS| Standard 816.1. The bolt holes are drilled in muttiples of four, enabling the fittings to be rotated in any quadrant. Flanged joints are easily assembled and disassembled. Flanged fittings can be furnished with bosses and tapped drains. The standard locations are shorryn in lhe "Engineering Data" section. Orders for specialdrilling and tapping should be accompanied by a sketch indicating the special detaiis r-353'F (Marr" to.ctagt thc t6nc|..ats,. oi 5aruratcd ,t.aln itt tZS pstc,. e".O6.F (Mrrl- to r.n!d tttr t.mp.r.rs.. ol ,.ru..t.'c tr.:n ar ?5O psrc lT.n u.- o t"rd *r...c, ttra t.Dst :.d Fc.sorct.dpa.rt!.c.itr'lgt {r'|r€s 1...rrd 1..9a, a.c .gplt|o|. ro Ct.3a 25O rb69.t ontt rno ,rcr o cters ?5i r,ttirgs Ilra |cmF..tu.a t,nn lo{ co.."5po.rd,^9 .atdg |3 rr|. ranFeru.a oa trla D.asau.e co.tanlrg 3lrl d $a co.nDo.lant. ttr g.ia.tl, th- ta69a.at!ra |3 rha ta,rt .3 rtur o,tha co.rth.d [uit, tntarn t o.aaau,6 9Taar aoougn to bd{ cart,nga ce. Da d6atop€d a&r'|rglha biatitr ol aa F{hg3 troe€ !a p.otccr.(l !o that ao6trd{d,t!.<td (b6 riot |rcaf.. ,DESIGN: CAST IRON THREADED FITT|NGS, CLASSES 12s AND 250 Stockham cast iron threaded fittings are manufactured according to RNSI Standard 816.4. Materials used in cast iron fittings meet the specifications of ASTM A126 Class B. Since cast iron has little or no ductility, excessive hammering or shock could cause fitting failure. The involved.. I T SlocrHAlt Yrw€s axo FtTTtNcs TEMPERAIUf,ES 0ecRtes r wogxlHG pRtssuREs. noHsnotrErc cl-Ass 125 CLASS ?50. srzEs I srzEs 1-12 | 14.21 sr?ts 30,48 srtEs 1-12 slzt's 14-24t -20 r0 150 ?00 225 ,\n ?75 300 1(nt tt< 409 425 450 150 135 r30 t25 l?0 r l0 105 r00 ?50 190 t80 t75 170 r65 t55 150 t45 140 130 t25 150 l l5 100 85 65 50 500 460 440 4r5 JYf, JJJ 3r5 290 270 ?50. 300 280 270 zou 250 240 230 224 2r0 200 4TH :Ii nl in' i( ': CAST IRON PIPE FITTINGS Sprin?ler lines. hLlaiing and a;:' co4![tioning systcms. and plumbing inslallations ulrtize casl iron fiii,ncs. A vride fan-oelypes and sizes ol linings is manufactured by Stockham. Piovon oroducl DerlolHnce acconlpanying lhis broad line has enabted Siockhanr io o?rfr ils excclleni f.:tutalron as tlre leading Oipe liltings manulaclurer. ( DESIGN: CAST IRON PLUGS, BUSHINGS, AND LOCKNUTS Plrrrl designs offered are square lread, countersunk and bar plugs. Face bushings and hexagon head buslrrrrc.;:; are available in a wide range of sizes lrrrcl generally are furnished in cast iron or malleable iron. Certain smallsizes of plugs, bushings, and locknuts aie furnished in steel. Plugs and bushings are threaded with taper pipe tlrreads conforming to ANS|/ASME 81.20.1. except sizes of outside hexagon bushings where external thread lengths are shorter than required by this standard. These bushings are threaded slightly large in accordance with ANS|B16.14 to pr:eVent interference of the bushing head when making up the joint. Locknuts have loose fitting mechanical joint straight pipe threads in accordance with ANSI/A,SME 81.20.1. MARKING For identification, each fitting has the name "Stockham" or registered trademark. Class 125 threaded fittings are generally referred to as "standard" fittings and have.no pressure class markings. Class 250 fittings are marked "250." Each flange and flange fitting is marked with the saturated steam pressure rating. SPECIALS ln addition to catalog listings, numerous sizes and types of additional patterns are available and can be supplied on special order. TESTING AND INSPECTION Strict metallurgical control, sound foundry techniques, and accurate machining assurethe best in materialand workmanship. Threads are constantly checked for proper alignment and depth. FINISH Threaded fittings are furnished black (uncoated) or zinc coated. Plurnbirrq codes may require drainage frttirrqs to tJe t)lack (plain or uncoated). zrrrc coaled, or larred with a heavy asltlraltt.rrl preservative. All three f irrislres are available. Flartgccl fittirrgs are rrorrnally black (urrcoaled) or zinc coated. They may be tarred or painted on specialorder. Zinc coated iterns rnay be hol dip galvanized or electro zinc plated at manufacturers ol)tton. PACKAGING For convenience in warehouse handling, Stockham cast iron threaded fittings (including flanges) are regularly packed in wooden pallet boxes. These may be stacked and are suitable storage containers. Broken lots are usually shipped in these containers. Certain sizes of cast iron fiftings are available in corrugated cardboard cartons and containers. Flanged fittings are generalty shipped loose or may be palletized. WEIGHTS AND DTMENSIONS Weights (pounds) and dimensions (inches) are listed on the fotlowing pages beside each item. Dimensions are for estimating purposes only and are subject to change without notice. UNDERWRITERS LTSTED AND FACTO RY M UTUAL AP PR OVAL Stockham Classes 125 and 250 threaded cast iron fittings are listed by Underwriters Laboratories, Incorporated, Underwriters Laboratories of Canada and Factory Mutual Approval. Elbows, tees, crosses, and wyes are included in sizes 1/4" through B" for sprinkter service listing. Also listed are Classes 12S and 250 flanges and short turn flanged fittings in sizes 1" through 8". = ': , ' !., srocrur vrrres irb nrnncs ,,i ;i !,:,i ( . FIRE PROTECTIOI,I SYSil}S UL LISTED/F['4 APPROVED PRODUCTS SUBIJIITTAL Submittal is made for approval of the lollowing ViclauliC piping products indicate, within the UL Listed/FM Approved ratings in this publication. COUFLII'IGS AI{D FITTINGS FOR GROO\/ED STEEL PIPE ctaulic An fr gool cenilied company "ifi,sfi''*S 'Plfll'# I' o High Pressure Coupling Style HP-70 "#f#'tr =i;l#i'S "gli,{$,fr""G '!ilrl!'& O Eall valve fihrcaded) Series 722 O Riser Check Valve FheLocktr *',"i$f$ t PROOUCTS FOR UITDERGROUND AWVJA DUCTiLE PIPE "$$};:ffi s 'gii,r:i;"& "$riil6S PRODUCTS FOR HOLE CUT PIPE PRODUCTS FOR PLAIN END STEEL PIPE FIT" PRODUCTS FOR SIdALL OIAMETER PLAIN END STEEL PIPE Schedule 10 & 40 SYSTEM SUBMITTAL THE COPPER CONNECTION... PROOUCTS FOR COPPER TUBING O Copp€r Producb 6% ThLs producl shal b. mandactured by Victaulic Company of Amgrlca. All producls lo be ingtallsd in aocordancs with cunent Victaulic installatiortsss€mbtv instructkns. Vtctsulic res6rves the .ight to change product sF€cjlications. desigN and stsndard equipfilgni without notica and without incuring obtigtiovrl g Flexible Coupllng Style rt O Bolll63s Coupllng Vic-Boltless' Style 791 g tr Firelocln Fitlings 3 Reducing Coupling Styls 750 GPOOVED END VAL\/ES AULC>>UF{1tr5 O Fire Pump Test Meler styre 735 =iil*::*-"{igF @ @ V O Plaln End Coupling Roust-A-Bout Sryle 99 O Plain End Coupling Plainloc|f Style 90 C Plain End Flttings Submittal is mado lor approval ol the indicaled Vicraulic t ping producls lor th6 following sewlcas within lhs UL LLsled/FM Approved 6tin96 and sys. lerns an this Dublicalion.Sub. SyEt m - Autornatic Sprinlder - W€t - Aulofialic Sp.inkler - Dry _ Siandpipg - Wet _ Stardplpo- Dry .j_ Und€Eround Wal€r Supply _ Sp€cialHaza.ds Low Pr€sgurs COa Halon 1301 "$fri;:"'S O Prcssfit' Products All Styl€s O Underground . FlanEe Adaptsrs Vlc-Flange! Slyle 341 PRESSFIT" PFIODUCTS FOR S{|/IALL OIAMETER PLAIN END STEEL PIPE Schedule 5 O FIT' Products Al Styles j &+& JOB/OWNER CONTRACTOR ENGINEER System Nb. Location Submitled by Date Spec. Sect: Para.- Date VICTAULIC COMPANY OF AMERICA. P.O. Box 31 . Easton, pA 18044-0031 MB€01 0095 15MCtlr'93 O Copyright 1993, Vktautic Company ot Ameri:E pdnted in U.S.A . 61U559-3300 . FAX: 610/250-8817 @ Fsgistsred Tradema* ol Mclaullc Co,rplny ol Almdc8 nEhe o ctaE-,$Erc. sUsfr'ffiFET Viclaulic@ products are Underwriter's Laboratory Listed and/or Factory Mutual System Approved lor the services and pressure ratings shown for use in public and private wateMorks and fire proteclion systems (automatic sprinkler, open sprinkler and slandpipe) and connections to such systems when installed in accordance with lhe standard practice covering the installation of couplings of this kind. The following charls were developed from the latest listings and approval data available at the time ot publi- cation. Listings are subject to changes and additions by the approval bodies. lt is suggested lhat these charts be used for quick reference and that current copies of specific UL or FM approvals lo be consulled tor verification. Products are UL Listed and FM Approved with standard Grade "E" (EPDM) green color code gasket. Grade "ll (Silicone) red gasket is available for selected products and is UL Lisled and FM LiSTED/APPROVED PRODUCTS 1-Styfe005metrlcaquivalentsizes3O.D.,4y.,5y.,51h"6V.,and6?5'FMAppmved to 175 PSI on standard and lightwall pipe. (See notes l. F) 2 - Style 75 metric equivalent slres 4y., 5rZ, 5!/', 5 O.D., 6%, and 6%' FM Approved to 3O0 PSI on standard and lightlvall pips. (See noles l, F) 3 - Style 77 metric equivalent sizes 3 O.D., 4y., 5%, 'tt, and 6yl FM Approved to 175 PSI (6yz'- 450 PSI) on slandard and lightwall pipe. (See notes l, D @@ Approved. OptQnal Grade '|j (Silicone) gaskets are recorn- mended lor FlTq products lor lire protection dry systems, all sys- tems operaling below 0'F, plus dry heat, air without hydro- carbons, certain chemical services and water to +160'F. Grade 'f (Nilrile) orange color code gasket is also available and is UL Listed. Stvle 31 couDlinos are suDDlied with Grade "M" Flush- Sealo gaskets anO Styte-S4t Vic-Flingeo adapters are supplied with Grade'M" gaskets. Reference should always be made to the latesl Viclaulic Gasket Selection Guide for specilic gasket service recommendations and for a listing ol services which are not recommended. NOTE: This publicalion is lor submittalpuposes aod includes listings ol products lot lire proteclion sewices. Additional literalr rre is available stpwing application. In- stallalion, asssmbly and other data- Coniacl Mdaulic lot specilic recommenda- lions and olher infoamation. ( ( 4 - Slyls 07 mstd{: equival€nl sizss 3 O.D., 4y.,5y..5h6%and 6'/t' FM Ap- poved lo 175 PSI on slan&d ard lightwall pipo. (See notes I,D 5 - 90', 45' Elbow and Tee rn€tric equivalent sizes 3 O-D., 4y\ 5 'l 14 , 5V2, 6U.' and 6rt'FM Approwd to 175 PSI on standard and lightwall pipe- 6%' No. 60 €nd Cap FM Approwd to 175 PSl. (See note D 2 Victaulic Productlstyle Pip€ Slze Bange (lnches) UL Llsted Wo|king Pressure - PSI Pipe Sizo Eange (lnch€sl f Raled Wodlng Pressure - PSI Standard Weight Lt Wall Roll Grooved Noles Sbndard W€ighl Lt Wall Roll Grooved Notes Cul Grooved Boll Grooved Cul GrcoYrd Foll Groowd a-JiiPLINCS Ari) FjTTINGS FoR GRCOVEO EliD STEEL P,FE Stylc (x!5 Rigid FireLocktu Coupling 175 114 175 €,*,V,D,A,Y,O 2-6r 175 175 175 I,C,F,O,+ Firelock Fitlings 2-6 r75 175 175 0 2-6 175 175 175 r Style 75 Fle ble Coupling :1V2.4 J-U 500 450 500 450 500 300 +,0,D,A,J,K,P,V,Y,O D,A,P 2-d 1U2- 4 t-6 T 500 300 500 300 O,C,FO,+ FI Style r, Flexible Coupling 'l .12 14 -20 24 500 300 250 500 300 250 D,J,K *,O,D,A,P,V,W,Y,@ D r-rd l4 500 3m 5m 300 450 e,F,l,0,C,r r Style 07 ZereFlero Rigid Coupling 1-4 c-o 8 10-12 14-20 24 500 500 450 400 300 250 500 500 450 400 300 zfi 500 400 4m Y *,O,0,A,J,K,V,Y,O DAJ,K O,AJ,K DAJ 0 D th- 4' 5-6 8 .10 - 12 5q, 50 150 ,u) 500 500 450 400 500 100 400 350 O,C,F,O,* F,l F,I EI Grooved Finings Yt-12 14-21 500 300 500 300 500 D,J,K .D %.1f 5m 500 500 r Styh 741 Vic4langeo 2.12 250 250 N A 2- 12 &zfl 250 I.N,F StyleT€ a Vic-Flange 2Y2- 1?500 500 2Yz- 12 500 5m Style 72 Outlet Coupling lWX1h- 4X1 4)<1h-6x2 500 400 500 400 300 250 lrtxt2.4x1 4x 1U2- 6 X2 500 400 500 400 300 200 H,F H,F Style 750 Feducing Coupling 2X11h.8x-6 350 300 2X1k-3X2h 4X2-8X6 itcu 350 3s0 350 350 2m E,N,F E,N,F Style HP-70 Rigid Coupling 2-8 10. 12 /w 700 7fi 700 500 500 D,A,J,K D,A 2-8 10. t2 750 7m /5(, 700 500 500 Style 791 Vic.Eottlesso Fledbl€ Coupling 2-4 o t, 350 350 350 3s0 350 3C(l 350 300 250 A,D A,D A,O 2-4 o 8 350 350 360 350 350 350 350 300 250 I,F I,F t,F LISTEDiAPPROVED PR CTS (cortc) Vichulic Producustyle Pipe Size Fange (lnches) UL Lisled Wofting Pressure - PSI Pipe Si:e Range (lnches) Fit Baled Wort(ing Pressufe . PS1 Standard welghl Lt Wall Roll Grooved Noles Sttndard Weight Lt Wall Rotl Grooved Notes Cul I Roll Grooved I Grooved Cul Grooved Roll Grooved a qc ai'!! !'ii' vA! l Es ( ( Series 70&W Butierlly valve 2Yr, 3, 4, 5, 6, 8 175 175 175 4,5.6.8 175 175 1;5 Series 727 FireBallcvalve z,1 /2, J 300 300 300 2.2V2,3 300 300 300 Series 7.|7 & 717R FireLockfr 4,5,6,8 250 250 250 4. 5.6, E zfi ?50 za\t Series 722 Ball Valve ftbd.)175 '175 N/A %,v. 1.2 600 500 600 500 NIA NA li: Sit,t/:S-IEi ALAtl.l T':ST fJCCULE CRO0\1El El!i, LCCESSOnIES l- -\J-'UU'J r\ir FJ!: Lii I f ,r'r Style 735 Flre PuDp lest Melef style 920 Mechanical-To 0utlet 3x1%thru 6X2U, &8)(2V? 400 400 400 D,* 3 X 17r lhru 6Xzth &8X21/2 400 400 400 I,F,* 6X3,6X4 &8X3 300 300 300 0 6x3,6x4, 8X3&8x4 300 300 250 I,F Slyle 921 llechanical.T Oullet 2XY2 lhru 4Xl 300 300 300 D,*2Xk.3x1 4XYz-4X1 300 300 300 3@ 300 2il I,F,* I,F Style 923 Vic.Letn 4.8 XUIX 175 175 10 & 12 X rrt, 7r 175 't75 175 sMe 925 Snap-LetR 1%X U" lhru 2h x1 175 175 175 D,AZ 1UXY2 lhru 2YrXl 175 175 I,FZ FJR!-CSF;T PiQ9UCTS FOF SC!iEOULE 5 STE€L PIPE Styl6 505 Standard Coupllng abovs '"tings are taken trom lhe latest availabts Underlvrilo/s Guide. Always .eler to publications lor conDlete explanation of listings, notss and rslated data. NOTES t = Some %' size fittings ars NOT UL Lisle<VFM Appoved. Contact Vrctautic hr dela.ils- @ - UL Listedand FM Appoved at 175 PSI on Scfiedule 5 plp€ manufactured by American Tube, Bull Moos6 Tube, and Wheattand Tubd ComDanies.* = Styl€s 07, r7, 920, and 921 are UL Listed and FM Approved in AE - 4. sizes al300 PSl. Style 75 3'size is UL Lisbd at 300 psl and SVs 75 4. size is UL Listed and FM Approved at 3tl0 PSt. Styte OO5 is UL Listed and FM Atgrovea in 2 ,t and 3'sizes at 175 PSI on Amedcan Tube Dyna-Flow pips. A = LW or Lt. Wall Pipe shatl b€ of the fo owing minimum walt thiikness: 1 - 12./ Sch. 10. C = Style 07, 75, and 17 are FM Approv€d in sizes 1 - 2'at 3OO psl. SMe OO5 is FM Approved in 2'sizes at 175 PSt on Afliod XL pips. D = UL Usted loJ dry pipe systems doyyn to -"40.F with standad sasket (Victaulic rec€mmends Flushseal or si,lcone gasket vrith corrpling Stylas ZZ. 07, @5, 75, 791 and HP-70). E . Minimum.sch€dule pipe to be joined; stA or smafl€rrsch. .lO: 4. or large/ 0.188'wall. F = FM Approv€d lor dry pipe systems down to -40cF with slandad oask6t. Mc.. taulic f€co.nrnends Ftushs€al or sdicone gaskst tdtfi coupling svs 77, 07, 005, 75, 791 and HP.70). G = Listed/AFproved lor single check and anti,wat3r hamner soM@; for hodzontal or verlical inslallation. H = Ll. Wall Roll Grooved based on Sch. 10 pipe. | = Minimum schedule pipe to bs ioined: 6' or sma(erlsch. .t0: g, or lar96rr0.tg8' wall. J = UL Lisisd tor Carton Uoxide Systedrs. Low Pressure (JL-FyJR) - for distdbu- lion piping downstreem ot the master valvs or !,: VZ, % - S.; Sf/S, 1rll - 4.; Si07, 1% - 8': SiI'lP-?o, 2 - 8'; on Sdr. 40 pipe and Standard croo\.sd Frfiings y. - 8'. K = UL Usted for Halog€naled Agent Sys{ems, Haton t3or (ULGLER} - 6xtin- 99ishin9 syslems unils, 360 Psl lor distribution piping only: stTt, % - 8': s/7s,l! - 4': po7, 114 - 8': Sll'lP-7O,2 - 8': on Sctr. 40 pipe anb SEndard croovad Finhgs % - 8'. L = FIT Products tor use on ptain end pipe in accordance with Viclautrc Specifha- tions. N = Cin Groo\,a, Sch. 40. 6" and smatlo|: Sdt. 30, A and Inrger. O = Ut Lisqdt!|-.Apptov(d n 2 tl2 aftd 3'rszes on &ne.iaan Tub€ erna-Ftow pip€ at 300 PSI lor SMes 07, 75, and 7'; t7s pst b S.tltt€ @S. P = 1y.' Sryb 77 and Sity,t€ 75 in si2es trA - 6. are UL fidad lo( uso on Borqo] Induslri€s Sch. 5 Ro[ crooved Pip€, worting pressor€s: I y. - 5. 3(x) psl tnd 6' - 175 PSt. V = Srfe 75, O7. 7't UL Ustod on Altiod .xu tip€ in siz6 1 - 3. at 3@ pst. sty48 005 UL Lisl€d at 175 PSl. W = Slyle ZZ UL Listed on C€nIury tube '19 pFo ta ize3 t - 2. at 3OO pst 1'..' Y=St €07,75,77 insizesl -2';SVo75()in2xt..2Xil.t stzss at 3OO psl and Style @5 at 175 PSI on We$em Tub6 and Cqduit CorD. .SU ItDe. Z = UL Ust6d and FM Approved in sizes I - 2f on Amerlcan Tube Dyna-Fiow oioe at 175 PSl. Styl€ 925 UL List€d and FM Appm,€d on Amedcair Tubo Di'ns- Flow pips ar | 75 PSI in stz61V. - 218. Ws trl List6d ard FM Approvai, on American Tub€ Dyna-Flow pip€ at 175 PSI in sizes t/r - 2t1.. 3 LISTEDIAPPROVED PRO FS @ont'd) Victeulic Product/Style Pipe Size Range (lnchesl UL Listed Worklng Pressure - PSI Pipe Site Rangr (lnchesl FU Raled Worting Pressure - PSI Standard Weight LL Wall Roll Grooved Noles Stendard Weighl Lt wall Roll. Grooved Notes Cul I Boll Grooved I Grooved Cut Gfooved Roll Grooved I:IT, PFODUC:S SI.iAtL DIAI,IiETER PTAIN EI.ID SiEEL PIPE Styles 96,961, 960, 963 't75 I tt 175 D,L.M,0,Z 175 175 r75 Style 966 t 1U,1V2 175 175 175 D,L,M,Q.Z 1.1V..1V2 175 175 175 Style 969 lVtXlXW lhru 2)(1U2X1 175 175 175 D,L,M,O,Z tlax i x1h lhru 2 X1Y2X1 r75 175 175 E.L,F.Q.Z Style 929 3X1Y.-4x2 175 175 175 0,t_M,o 3X1Y.'4x2 175 175 r75 Style 929 Cross 2 x 1V. . 21/2 X 11/z 175 175 D,L,O 2 xlV.- 2Y2 X 1r,175 t75 | /l E,L,F.O tBODUCIS rOF GFOOVED El{D DUCTiLE OF CAST lF0N PIPE OF AVr'\"/A SIZES Style 31 Coupling 4-14 't6 zfi 175 I'l/A N/A N/A N/A A B 4.l2 14-t6 25{l 175 N/A N/A N/A NiA E' + Slyle 307 Coupling .t. tz 175 175 175 R 3- 12 175 175 175 R Style 341 Vic-Flange@ Adapter 4.12 175 wA N/A B 4.12 175 NiA NIA B Fittings 175 N/A t'liA 4.12 175 N/A N/A The above ratinos are taken from the lalest available LrndErwriler's and Faclorv Mulual Aogrovals Guide. Alwavs reter lo Dublications tor The above ratings are taken from Ihe lalest available explanation ol listings, noles and relaled data. B = For ioining cast iron and ductile iron pipe only, in underground mains- + = Forioioing ductile iron pipe only, in unde.ground mains. O = UL Listed for dry pips systems down to -40'F with slandard gasket (Victaulic recommends Flushseal Gasket with coupling SSes 77, 07, 005, 75, 791 and HP-70). E = Minimum Schedule pipe to be joined; 3%' or smaller/Sch. 10: 4'or larger/o.188' watl. F = FM Approved lor dry pipe systems down to --40"F with standard gasket. (Viclau- lic reclmmends Flushseal gaskel with coupling Style //, 07, 005, 75, 791 and HP.70t. UL LISTED PRODUCTS Victaulic Producl/slyle Pipe Size Range (lnchesl UL Usled Worling Plessure - PSI StsndarC Weight (Sch.40l Notes PRtIL'CTS FOi PLAIN ENo STEEL PliE Style 99 Roust-A-BoutoCoupling 2.12 250 u,s Style S0 Plainlock@Coupling 't.6 175 U.S Plain End Fittings 1-6 r50 U = UL Listed for Schedule 40 steel pipe only. S = Nutg must b€ tightened to pubnshed iorque specifications. Victaulic Plain End Couplings are UL Listed for use on standard weight steel pipe (Schedule 40). They are not intended tor use on plastic pipe, or brittle pipe, such as cast iron. Nor are they intended for use on pipe with a surface hardness grealer than 150 Brinell. (Style 90 should not be used on Scheddle 80 or heavier pipe.) Working Pressure and End Load (total, including equivalent external loads) based on coupling properly assembled, with bolts fully torqued to specifications, on plain end or beveled end standard weight steel pipe and Victaulic Plain End Fittings. Cou- plings are designed to be used with plain end pipe and Victaulic Plain End Fittings only. Nuts must be tightened to full torque Specifications. lt should bs noted that Style 99 Roust-A-Bout couplings can be used with No. 10P and No. 1lP elbows in sizes 6' and above only. (NOTE: Standard 90. and 45. plain end elbows from 1- 5' may be used with Style 90 Plainloct couplings only. lf using Style 99 Roust-A-Bout couplings, specify special fittings with a minimum tangent length which are required for proper assembly (contact victaulic tor details). Victautic Grooved End Fittings must not be used with Victaulic Plain End Couplings. Laboralories Listings aciory Approvals Always publications tor complete L = FIT Pfoducls tor use on plaifl end pipe in accordance wrth Vidaulic Specilica- tions. M = FIT Products UL Usted tor use on Allied 'XL' PiF€ in accordanc4 with \fictaulic SDecificatioas. Q = Viclaulic recommends optional Grade a'silicone gaskets for fire protection dry systems and all systems operating below 0"F. R = Roll grooving rating tor steel pipe. Casi and ductile iron qjt grooved. Z = UL Usted and FM Approv€d in sizes | - 2' on American Tube Oyna-Flov, pipe at 175 PSl. groovir€ tools musl be equipped only designed grooving coppor tube (color cod€d copper). D = UL Usted lor dry pipe systems (br'rn to -40'F (--4oqq. ( Victaulic Poduclistyle Pipe Sire Rangr 0ncrtrs) UL Usted Working Pressufl! - PSI Slandard Weight (|(Ll Noles PRODUCTS FOR GFOOVED END CCPPER;UsiIiG Style 006 Copper Coupling 2k-6 175 D,T Stte 641 Copper Flangp 2k- 6 175 O,T Copper Fitings 2h-6 175 = Boll oroovirE lools musl be eouid onlv with Vrclaulh rclls desioned for WEI.DING OUTI.ETS FOR THE FIRE PNOTESTION INIIUSTRY FORGEI' FROT I'OMESTIC STEEL IN THE U.S.A PRICED TO COTIPETE WITII FOREICN IDTPORTS North Alobomo Pipe is o smoll compony responsive to our customers' needs. Our ONLY product is weld outlets for fire protection. The COMPLEIE monufocfu ring of our outlet is done of our plont i n Guntersvi lle, Alobomo. Our fitting is designed with o norrow vee for fost one-poss welding ond o thick woll to obsorb heot without distortion. The port is polished ond treoted wiih o dry rust inhibitor for better welding ond less smoke. ffirw North Alabama Pipe Coforation P. O. Box 750 r New Industrial Park Guntersville, Alabama 35976 205-582-8800 FAX 205-582-0233 WATTS 1-800-826-2533 v A NOMINAI. DIf,fENSIONS OutIet Size Run Slze A B c Y2' 1%-2Y2 Y2' ' 3-B 1.15 1.15 1.10 1,10 .69 ,69 3/.n 3/au 1%-2 2Y2-8 1.40 1.40 1.12 1.12 ,91 .91 1u 1u 1', 1', 1Ya- 1lz-2 2Y2-4 5-8 1.60 1.60 1.60 1.60 1.33 1.33 1.33 1.33 1,13 1.13 1.13 1.13 N.A.P. 300 Factory Mutual Approved 1Y4' 1y4'. 1Y4' 1Ya' 1Y2 2-2Y2 3-4 5-8 1,95 1,95 1.95 1,95 1,36 1.50 1.36 1,50 1.36', 1.50 1.36 1.50 UI. listed Threaded Outlets for lVeldtng Slzc Ltst Garton Garton Prlce Quantlty Wetght 1W' 1W'. 1Y2' 1W', 2 2Y2-3 4-5 6-8 2.20 2.20 2.20 2,24 1.37 1.37 1.37 1.37 1.72 1.72 1.72 112 f2 3/q" 1" 11/c" 11/2" 2" ly2 3" 4" 200 150 100 75 50 35 i0 5 5 35# 39# 35# 35# 30# 37# 19# 14# 29# ' 2't 2Y2 z'3 z', 4-5 2u 6-8 2.80 2.80 2.80 2.80 1.50 1.50 1.50 1.50 2.19 2.19 2.19 2.19 2Tz" Avoiloble* 3" Avoiloble' 4" Avoiloble* * Other Domestic Monufocfurer North Alabama Pipe Coforation SHEET NAP.z 6/1/90 Optima'* Goncealed Automatic Sprinkler Manulactured by: Central Sprinklcr Contpatry 451 No(h Cann<,n Avenuc. Lansdalc. PennsYlvJnia 19446 The Residential Optima Concealed is the iryorld's first 20' x 20' concealed residentiat sprinkler. lt is UL Listed for residentihtbccupancies as outlined in NFPA 13. NFPA l3D and NFPA l3R with very lovr flows and pressures vrhile providing the aesthetic appeal of a llat concealed ceiling plate. It is designed to compensale for varying ceiling heights by utilizing a drop dorvn de{lector and an adiustable thread on escutcheon. ' This feature is significant because it allows the ceiiing to lluctuate ovet '/z' in height. The thin cover ptate proiects only 3/rs' below the ceiling for the maximum in unobslructed and aesthetic appearance. To prevenl damage to fhe spriniler and lo allow the sprinkler to be located in the ceiling, a special protective cap is provided. This plastic cap has a cone shaped point that can be pressed against the wall board to locate the position of the sprinkler and allow lhe hole to be cul co(eclly. The Residential Optima Concealed Sprinkler employs Central's exclusive link activating mechanism. The sprinkler is brass and the cover plate is avaitable in brass. chrome platcd or white paintcd. Operation: The Central Residential Optima Concealed Sprinkler absorbs Ircat through the ceiling cover platc which is 'soldered to the adiustable retainir ring with a lusible alloy. Al thc ralcd lempcralurc. lhe alloy luscs. resulting in the plate dropping away from the sprinkler. At this point. thc def(ector drops down below the ceiling sur{ace, bringing about the link's exoosure toihe lire's hcat. Thc heat luses llre link's thermal elemenl resulting in a rapid expulsion of both lhe activating mechanism. as wcll as the scaling cap. Water can now llour in a pattern gngineercd to ( ccl lhe covcrage requirenrents. Technica I Data Modet: ROC Styfe: Corrcealed (adjustabte) Wrench: Optirna Concealed (Parl #107a) Orifice Size: 'Ae' 1tt.t mn1 K Factor: 4.2 (60.06l Thread Size: %' lre.rnurr; N-P.T. Approvals: U.L. Temperature Rating: 165"Ffi4'C Sprinkler with 135'F/57'C Cover Plate Maximum Working Pressure: | 75 psi Factory Hydro Test: l0O"/" at 500 psi si fln Strndard Finishes: Sprinkler: brass Cover Plate: brass. chrorne plated and white painted with custom painted linisheS available. Length: 2'to 2Yt (5.t dn to 6.3 cm) Cover Plate 3n' p.zs cd diamele( Ceifing Opening'. 2'h' (6.35 dnt \^/cight: 7.9 oz. (z2r g..ams) complete asscmbly with covgr plate Patentcd wilh addilional patenls pcnding. Product Descriptio n .. I r:,ti ,cat iR'6 i/,i ff No. 2-7.5 2 trz' - vB' I l.t4 O,;r rct.tl l' r 12' Redrring CorrPt'"q frca ol Fc.t{.'g Cd.'l.tg 3 l/4'Oiamcter a I y!6' Figure 2 Residential Optima Concealed Penilent (Activated) I , l'r lr2'Rcdu('69 ,'- Couoltr{ 2 tt2'!rft- t Hote oiamcre.--i- \ ... o.'"' Design Requirements-Residential Optima Concealed Coverage Area (tt. x ft.) Single Head Multiple Head Minimum Flow @pn) Min lm um Pressure (psi) Minimurn Flow (gpm) Minimum Pressure (psi) 20 x 20 (4oo sq. h.)24 32.7 17 I O.4 18 x 18 trza sq. tr.)24 32.7 17 16.4 1 6 x 16 tzss sq. rr.)t8 18.4 IJ 9.6 14 x 14 lrso sq. tr.y to 18.4 13 9.6 12 x 12 (rr.lsq.tr.)18 18.4 IJ 9.6 Caution: Minimum spacing between sprinklers is 8'. Ceiling cover plates are available in a variety of metallic or painted finishes. For custom painted finishes, the customer must furnish a quick-drying paint, prefer- ably lacquer-based, lo ensure proper color duplication. One quart of paint is required idieach 200 plates. r r rr rr a thread leak, remove the unit, apply lnslallatl0n newpipeiointcompound ortape, and reinstall. The Central Model ROC Residential Optima Concealed Sprinkler must be installed in conformance with current NFPA 13. NFPA 13D and NFPA l3R Standards. Deviations from these requirements and standards, or any alteration to the sprinkler assembly itself will void any warranty made by Central Sprinkler Company. In addition. installation must also meet local government provisions, codes and standards, as applicable. The system piping must be prop- erly sized lo ensure the minimum required flow rate at the sprinkler. Check for the proper model, style, orifice size and temperature rating prior to installation. lnstall sprinklers after the piping is in place to avoid mechanical damage; replace any damaged units. Wet pipe systems must be protected lrom keezing. Upon completion of the installation, lhe syslem must be tested per recognized standards. In the event ol Installation Sequence Step 1. The unit must be installed in the pendent position. Step 2. The face of the sprinkler fitting should be installed a nominal 2'A' (lyil behind the finished ceiling line. Adlustments, to compensate for variations in fitting face to ceiling heighl, may be made by threading the cover plate retainer in and out ol the unit's support cup. Step 3. Use only a non-hardening pipe ioint compound, or Teflon' tape. Apply only to the male lhreads. Step 4. Hand tighten the sprinkler into the fitting. Avoid making contact with the deflector when using the Central Sprinkler Optima Concealed Wrench to tighlen the unit into the fitting. The wrench is designed to mate with the body's wrench bosses, inside the threaded support cup. A 'Teflo.r is a tradema.t ol th€ OuPont Coe. ? leak tight joint requires a only 7 to 14 ft. lbs. of torque. Torque levels greater than 21 tt. lbs. may distort the orifice seal. resulting in leakage. Step 5. After initial installation and before the cover plate is inslalled, cover the sprinkler with the special plastic protective cap. The cap is specially designed lo not only protect the sprinkler, but allow the ceiling installers to locate the sprinkler by pressing lhe ceiling board up against it. The end of the cap has a special .L t 1 c Optima Concealed Wrench Part #1074 i ceili{ig board for lhe location of r sprinkler. Care should be taken rnly press the ceiling lightly against I cap as excessive pressure will nage the sprinkler. This cap musl rcntovJct lor ,he s0rinkler lo ,ijirol| corrccll.,/ !p 6 fo r(rstnli ril: (:erhrlg cover lc, urnually llrr.:.1.J llrc cover ainer into tlre grpron cup. Con. ie tl)reading unlil lhe COve. ainer's tlange rests against the {ace of lhe ceiling. ution: Special care musl be laken en inslalling vritn a cPVC system. rinklers musl be installed alter lhe nulacturer's recommended settino e lor the primer and cement lo ;ure thal neither accurnulale within ' sprinkler. ioecial care must be taken when ..!.s laff rng n/f th a cogpe( system. rinklers must be installed only afler inside of the sprinkler drop and ;ociated littings have been wire shed to remove any flux. Residual : can cause corrosion and in .eme cases can irnpair proper inkler operation. iprinklers must be handted ca(e(utty, ry must not b€ transported or stored rre ambient lemperature may exceed" FF/38"C. For best resutts. store thgiii r dry. cool location in lhe odginal ! rping package. )o not install sprinklers that have been pped or visibly damaged. Sprinklers st never be painted. coated. plated or rred in any other way lrom manufac. rd condition or they may not lunction pedy. Any sprinklers altered in such nner must be replaced. lre owner is responsible for lhe prop€r rating condition o( a[ lire prolection ices and accessories. Tha NFPA 8.1 Cent.al So.inktsr Conrplrry . ted in u.s.A. "i"ry. tn"pua rt" entii slaen toi {a' i daarage and replace o. tepait as n€ces' ( sary. Sprinktets that d;d not operale but \. ald llain|etratw o{ Water8asrd Firc dxn oft aft€rdf 6ia5on-ststd b€ qg:r3. a -t--Y: -' repaired and retumed !o san i& ir!n4r:i1: |FFFf fl.--^ O is a recommended precaulion'llltuare & ,"n::*il;$";fflllil:ff;", JMa i n te n a n ce ::y:"i:ffi H!;y,li:,'#I -""'Remove (he existing unil and install the Palelkn SyAarc'cont aiE guitefines and minimurn maintenance reqdremenls. Fu(h€(mo(e. the l<,cal AutlrF,tity Having Jurisdblioa may have addtimal teguta - l;ons and requiremenls lot tnainlenance. t4stinq. and instcclion lhat mus! bc ol)cycd ll rs rdvtsablc to h;rvc sprinklc, gystcrrl5 rns(rcctcd rcgularly t)y a quahftcd tnsllcc' tro.r scrvrcc. Lcnglh ol lrmc bclwccn suclr Inspeclions can vary due lo acccssi' bilily. ambient atrnosphere. wate( supply, and sile activity. Do not allempt to reassernble or olherwise reuse a sptinkl€r lhat has operated. Heplace any sprinkter exhibit' ing corrosion or damage: always use ncw sprinkters of thc same orifice. style. and ternperature raling as teplacements. Bccause the discharge panern is critical to prolection ol lite and properly, nothing should be hung ot a[achcd lo lhc sprinkler unit that would disrupt the pattern. Such obslruclions musl be removed. In the event that construction has alleted lhe original conliguration. additional iorinklers should be installed to maintain the protection level. Oo not anempt to replace sprinklers r.rithout first removing the lire protection system lrom service. 8e certain lo secure perrnission from all authorhies having iurisdiction. and notity all personnel who may be altected during system shutdown. A lire watch during maintenance p€riod5 ,edacernent. using only lhe recom- . mended spdnkler wrindr. 8e ce(ain to " . matdl model. sty4e. odnce. and temp€fa- ture rating^ fENTRAL -- Central Sprinkler Company 451 N. Cannon Avcnuc. Lansdale. PA lg.td6 Phonc (2151 3624700 FAX (2t5) 362.538s we.e subiected to corrosive elernents of i,)mlustion or cxccssivc lefnp€ratu(cs stroukl bc Inspcclcd. and rcplaced rl neL'd bc Tl\c Att todly ttavinQ Junsdci,ott l.nll d.itflrl mrnnrufll (cplaccmcnt (cqut(emc.ris and rcgulatrons. Guaranlce: Ccnlral Sprinklcr Cont' pany will (epair and/o( rcptace any products lound to be detectivc in matcraal or workmanship wilhin a pcriod ol one year l(om lhe date ot shipmcnt. Please rcfer lo thc culrent Prace List lor lunher details ol the warranly. ffi1,i,1-,il'11,,, ordering lnlormalion: when pladng an order. indicate the lull product name. Pleasc specify the quantity, model. style. orilice size. temperature raling, sprinkler tinish, cover plate linish. and spnnkler wrench.' For spccial painted cover plate finishes. lhe custorncr must supply a quick{rying paint. prclcrably in a lacquer-base linish lo insure propcr color duplicatiod. Without such a guide. Central Sprinkl€r Company cannol be responsible lor acceplable color matching. Atl cusrom painting ol the cover plate must b€ compleled at lhe lactory. Availability and Service: Central sp(inklers. valves. accessories arid olh€r p(oducts are available Ih(oughorrt lh€ U.S, and Canada. and htematitflally. through a d€tvroft o{ Cefltral Spdnld€t dist.ibution cenlers. Yo.r may write directty to Central Sprinkler Cornpany. or catt 215-362-0700 lo( lhe distdhito( nearcsl you. Conversion Table: I inch = 25.400 mm I loot = 0.3048 M I pound = 0.{536 kg I loot pound = 1.36 Nm I psi = 6.895 kpa = Q.0689 bar = 0.0703 kg/cmr I U.S. gallon = 3.785 dm! = 3.785 liters Convcrsions a rc appro x iarate. 'rlOC.0 rinklbr GB Upright or Pendent Glass Bulb Automatic Sprinkler Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 n [1311,?1,,, n [;;f nicar The Central Model GB Upright and Pendent Automatic Sprinklers embrace the ultimate in advanced design features. They incorporate the latest in heat-responsive. glass bulb technology, which fesults in a much smaller more aitractive sorinkler than those manufactured with a more traditional design approach. The operating mechanism consists of a liquid-filled 5 mm diameter kangible capsule that is only 1 .5 cm in length. The Model GB Automatic Sprinklers are intended for installation in accordance with current NFPA 13 Standards. They are available in 1/2' orifice size and a variety of lemperature ratings, finishes and decorative coatings. Operation: The glass bulb capsule operating mechanism contains a heat- sensitive liquid that expands upon application of heat. At the rated temperature, the f rangible capsule ruptures thereby releasing the orifice seal. The sprinkler then discharges water in a pre-designed spray pattem to contrrl or extinguish the fire. For sp€qilic listing r8quiremenG. :ee lhe atoropriate Info.mation contain€d in this broc.ts.e. C Model: GB Style: Upright or Pendent Orifice Size: 1/2' K Factor: 5.6 * ' l Thread Size: 1/2" N.P.T. Temperature Raling & Glass Bulb Coloc 135'F/57oC Orange 155"F/68"C Red : 175"F1V9'C Yellow . 200'F/93'C Green 286"F/141"C Blue 360'F/182'C Purple (36o not F.M. Approved) Approvals: lJl- U.L.C, F.M. Meets: MIL-STD9IOC, MIL€TD-1 67-1, and MIL-STD€IGC shock, vibration, and salt.fog tests tor maritime appl'rcalions. Maximum Working Pressure: 175 p.s.i. Factory Hydro Test 10O% at 500 p.s.i. Standard Finishes: brass or chrome plated Standard Coatings (Not F.M. Approved)'. white painted and black painted Lengih: 1 114' (olus titread) Width: 1" (frame arms) Weight 1.95 oz. C I. .,.;*-1{ ua rte r SectiorO . ' Model GB Upright Sprinkler Quarter Section Model GB Pendent Sprinkler t ( ( t Model GB 1t2" Upright (Chrutte PF'ted] Mo.Jel GB 1t2" Pen&nt@itePainted) FIB:iln' o t -rrl All Central Model GB Upight and Pendent Automatic Sprinklers must be installed according to current NFPA 13 Standards. Deviations from these requirements and standards or any alteration to the sprinkler itself will void any warranty made by Central Sprinkler Company. In addition, installation must also meet local government provisions, codes, and standards as applicable. The system piping must be properly sized to insure the minimum required flow rate at the sprinkler. Check for the proper model, style, orifice size, and temperature rating Prior to installation. Install sprinklers after the piping is in place to avoid mecfranical damage; replace any damaged units. wet pipe systems must be protected from freezing. Upon completion ot the installation, the system must be tested Per recognized standards. ln the event ot a thread lealq remove the unit, apply new pipe joint compound or tape, and reinstall. Installation Sequence Step 1. The unit must be installed in the upright position for upright style sprinklers, and in the pendent posilion lor pendent siyle sprinxlars. Step 2. Use only a non-hardening pipe joint compound or Teflon' tape. Apply to the male threads only. The Model GB Upright and Pendent Automatic Sprinklers are intended for area coverages and flow and pressure requirements as specified in cunent NFPA 13 Standards. nlnstallation Step 3. Hand tighten the sprinkler into the fitting. Fot upright sprinklers, use a Central Sprinkler Combination Wrench, and for pendent sprinklers use a Central Sprinkler Universal Wrench, to tighten the unit into the fitting. A leak-tight joint requires only 7 to 14 ft.-lbs. of torque; a tangential force of 14lo 28lbs. delivered through a 6" handle will deliver adequate torque. Torque levels over 2l ft.-lbs. may distort the orifice seal, resulting in leakage. 'Te(ton is a tcadernatk o( the OuPont Corp. J lution: Special care musl be taken trlen installing pendent spdnklers with a GPVC system. Sprinklers must be installed after the CPVC manufacturer's recommended setting time for the primer and cement to ensure that neither accumulate within the sprinkler. Special care must be laken when installing with a copper system. Sprinklers must be installed only after the inside ol lhe sprinkler nipple and associated fittings have been wire brushed to remove any flux. Residual tlux can cause corosion and in extreme cases can impair proper sprinkler operation. f,!ft'Xfi#n,no Sprinklers must be handled carefully. They must not be transported or stored where ambient tempera'ture may exceed 1 00eF/38'C. For best results, store them in a dry, cool location in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged.' Sprinklers must never be painted, coated, plated, or altered in any other way from manutactured oondition or they may not function propedy. Any sprinklers altered in such manner must be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA Standard 25 entifed, "lnspection, Testing and Maintenance of Water-Based Fire Proteclion Syslems", contains guidelines and minimum maintenance requirembnts. Furthermore, the local Authority Having Jurisdiction may have additional regulations and requ:iernents for mainie,rance, testing, and inspection that must be obeyed. It is recommended that sprinkler systems be inspected regularly by a qualified inspection service. Lengrth ol time between such inspections can vary due to accessibility, ambient atmosphere, water supply. and site activity. ( Combination Wrench Universal Wrench ''t \ Do not alempt to ie'assemble or othe(wise rlrtSe a sprint<ter that has oP..ai"4. RePlace anY sPrinkler exhibiting boffosion or damage; always use new sPrinklers of the same type and temperature rating as replacements. Because the discharge Pattern is critical to protection of lile and property, nothing should be hung or attached to the sprinkler unit that would disrupt the pattern. Such obstructions must be removed. In the event that construction has altered the original configuration, additional sprinklers must be installed to maintain lhe protection level. Do not attempt lo replace sprinklers without first removing the fire protection system lrom service. Be certain to secure permission from all Authorities Having Jurisdiction, and notify all personnel who maY be affected during system shutdown. A fire watch during maintenance periods is a recommended precaution. To remove the system from service mode, first refer to the system operating guide .and valve instruction. Drain water and relieve pressure in the pipes. Remove the existing unit and install the replacement. using only the sprinkler wrench. Be certain to match model, style, orifice, and temperature rating. A fire protection system that has been shut off after an activation 01993 Central Sp.inkler Company Prinled in U.S.A. slo ue retumed to service inllllEdiately. Inspect the entire system lor damage and rePlace or repair as necessary. Sprinklers that did not operate but were subjected to corrosive elements of combustigi or excessive temperatures should be inspected, and replaced if need be. The Authority Having Jurisdiction will detail minimum replacement requirements and regulations. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to lhe current Price List for further details ol the warranly. IENTR,AL ..-_ Central Sprinkler Company 451 N. Cannon Avenue, tansdale. PA 19446 Phone (215) 362{700 FAX (21s)362-s385 0rdering' lnformation ( Ordering lnformation: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of linish or coating, and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories. and other products are available throughout the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362- 0700 for the distributor nearest you. Patents: Patents are pending. Conversion Table: inch - 25.400 mm foot = 0.3048 M pound = 0.4536 kg foot pound = 1.36 Nm psi = 6.895 kpa - 0.0689 bar = 0.0703 kg/cm, 1 U.S. gallon = 3.785 dm' = 3.785 liters Conversions are approximate. C ( GB.2 ( Sidewall Sprinkler-H Horizontal Sidewall Automatic Sprinkler Manufactured by: Central Sprinkler Corporation 451 North Cannon Avenue, Lansdale, Pennsylvania |9446 ( Product Description The Central Model H Horizontal Sidewall Sprinklers are designed with special deflectors that discharge most of the water away lorm the nearby wall in a quarter+emispherical pattern with a limited portion of the discharge directed toward the wall behind the sprinkler. They embrace the ultimate in aesthetic appeal and advanced design leatures via incorporation of a unique center strut design, which results in a smaller, more attractive sprinkler than those manufactured with a more traditional design approach. The center-strut operating mechanism responds signifi cantly faster than more traditional mechanisms, such as the glass bulb or link-and-lever. The Model H Horizontal Sidewall Sprinkleri are intended for installation in accoroance with current NFPA 13. They are ideally suited tor use in churches, clubs, schools, hospitals, ofiices, restaurants, auditoriums, retail stores and similar occupancies. They are available in a wide variety of orifice sizes, temperature ratings, fiqishes and conosion resistant coatings. Operation: A fusible altoy is seated into a brorrze ctr.nter strut by a stainless steel ball- When tne alloy ..nelts at its rater, temperature, the ball is forced upwaid into the center strut releasing the two ejectors and operating the sprinkler. Unlike most other sprinkler designs, the alloy is not exposed to atmospheric conditions that could atfect its proper functioning. lt is atso less susceptible to mechanical damage since there are no lragile glass elements nor any protruding elements extendi ng beyond the sprinkler frame. Technical Data Model Numbec H -'Style: Horizontal Sidewall Orifice size, K factor: {s" 2.58 t/d' 4.24 Y2" 5.60 '. :. Thread Sizq %" N.P.T. Temperature Rating & Frame Arm Colon 135'F ( 57'C) Uncolored or black 145'F ( 63'C) Uncolored or black 165'F ( 74"C) Uncolored or black 212'F (100"C) White 286'F (141'C) Blue NOTE Color identification is not required for plated sprinklers. Approvals: u.1., u.Lc., B.s.&4. (N.Y.C.) F.M. (k" orifice only) Maximum working pressure: 175 p.s.i. Factory hydro test 100c/o at 500 p.s.i. Standard finishes: Brass, chrome Coatings: Wax, Lead, Wax Over Lead (see tabular information on page 3) Pintle: .on detlector for %" and t/re" orifice. Leigth: 2%" widrh: Frarne Arms: 17ln" Detlectoc 1els" Weight 3.1 oz. ( For specific lisling .equirements. see the appropriate lnlo.firation co. .ied in tr|is b.ochure. Model H Hodzontal Sldewall Spdnkler iW.it2zl il 7117.7) Combination SPdnlder Wrcnch Itloml t w€ldng Prlhrn fff t4' r ttl' 8oo.tl o al t/- ]lr9 x" ald %6" orifice sprinkrers are U. L. Listed for instartation inlright hezard ( occupancies only. These sizes are not F. M. Appioved. The %" orifice sprinkrer is u. L. Listed for instailation in right or ordin ary hazard occupancies onrv. lt is F. M. Approved for instariation in rignt nazaid';"ri.i"i".. only. The Moder H Horizontal sidewar Sprinkrers shourd be instailed with the defrector trom 4" ro 6,.betow ceitings and noi.;;;-th;;;,away from the wal or tinrel surface rhrough which they are .ounteO, "unfls special construction anangements make adifferent position advisabre rdr prompi ope-raiion ano etfective distribution" (see t{epe rs-resi, .e"ii;is s-io.z.i-anJ+sij. iii"-r. i" no T*T'T ceiting height timitation for muitipre sorinfrer insta'atio;;:;i;;'- . utitizing the Modet H Horizontat Sidewali Spri"ii"^. nlnstallation All Central sprinklers must be installed according to current NFPA 13. Deviations from these requirernents and standards or any alteration to the sprinkler itself wili void any wafianty made by C;entral Sprinkler Corporation. In iOOition, installation must also meet local government provisions, codes and standards as appticable. -. The system piping must be property sized to insure the minimum required' flow rate at the sprinkler. Check for the proper model, s\y'e. orilice size U.L & U.L.C. Lisrings and B.S.&A (N.y.c|') CaL Nb.37sz5-SA . Temperature Rating ("F)Orifiie Size Corosion Resistant Coating 1A< roJ 212 zoo 3/8rt | 7/ft",1/2'' 3/s" I r/$'t,1/2'' /e",7/rc",t/2" th,7/s", th" /a",7/$",1/2" Lead, Wax, W"t Ou"r. f-""a Lead, Wax, Wax Over Lead Lead Design Requiremenls - Standard Applications (, n Technic The Model H Horizontar sidewat sprinkre.s are intended for standard area coveragqs and standard frow and pressure requirements as specitied in cu'ent NFPA 13. Stei 2 Use onty a ngn*rafdenino.' pipe joint compound or Tetflbn. taft. Apply onty to the male threads. Step 3: Hand tighten the sprinkter into the fitting. Then use a Central Combination Wrench to tighten the unit into the fifting. A leak-tight joint requires onty 7 to 14 ft.Jbs. of torque: a tangential lorce of 14 to 2g lbs. delivered through a 6" handle will deliver adequate torque. Torque levels over 21 ft.-lbs- may distort the orifice seal, resulting in teakage. CAUTION: Do nol lvrench" or tum the deflector. as lhis action may damage the sprinkler and cause it lo teak under pressure. 'Teflon is a lradernark of the Dupont Coro. pfi:ffin,n,, Sprinklers must be handled care- fully. They should not be transported or stored where ambient temperature may exceed'l00oF/39.C. For best results, store them in a dry. cool location in the original shipping package. Do not install sprinklers that have been d.ropped or visibly damaged. Sprinklers should never be palnted, coated, plated or altered in any other way from manufactured condiiion or they may not function properly. Any spnnkters attered in such manner must be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA standard 13A entided "Care and Maintenance of Sprinkler Systems" contains guidelines and mrnrmum maantenance requirements. Furthermore, the lcrc:it Authority Having Jutisdictron may have iddi- tional regulations and requirements for maintenance, testing. and Inspection that must be obeyed. It is recommended that sprinkler systems. be inspected regulady by a quarneo Inspection service. Length of time between such inspections can vary due to accessibility. ambient atmosphere. water supply, and site acltvtty. and temperature rating prior to anstallation. Insta[ sprinklea after the piping is in place to avoid mechanical damage; replace any damaged units. Wet pipe s)6tems must be protected from freezing. Refer to the Gntral Bulletins on the Model H-1 Ory Horizontal Sidewalt Sprinklers for use i.1 dry pipe spriakler ins:allarions. .. Lrpcn completion of the lnstallation, the system must be tested per recognized standads. ln the event of a thread leak. remove the unit, apply new pipe joint compound or tape and reinstalt.(' Do not attempt to reassemble or Installation Sequence otherwise reuse a sprinkler that has srep 1: rhe un* must be insra'ed in :ff.L"li"l::tJ:n:T.Ti#51"; the horizontal position. always use new sprinklers of the F. M. Approvat and B.S.&A. (N.y.C.) Cat. No.3ZS-7S_SA Temperature Rating (. F) IJJ i/r.' 145 | v"" tf2 212 | w,286 | vr" Lead Lead Lead Lead Lead ') l FEEtrtr SPECIFICATION SHEET MODEL 88O U.S. Patent No. il,989,635 u.s. Prtont No. 5,I07,888 Gharacterlstlcs Physlcal Propertles: Size ot Mainllng Max. Worklng Pfgssure Hydrostatlc Test Pres3, Tomperaturo Rang€ End Connectlons 2112.,3,4., 6'. 8., & 10. 175 PSI 350 PSI 32oF to 14OoF (ooc to 60'C) Flanged ANSI 816.1 Class 125 Materlals: Main Valv6 Body Coating Shut Otf Valves Bell6t Valve Trim Elastomers Sprlng Ductile iron ASTM A536 Grade 65-45-12 Fusion epory coatod intornal and oxternal AWWA C550-90 NRS r€silient wedge AWWA C509 gate valvos Bronz€ ASTM 8584 Alloy C83600 Bfonze ASTM 8584 Alloy C83600 Nitrile and EPOM Stalnl€ss stoel MODEL 880 REDUCED PRESSURE ASSEMBLY Applicatlon Health Hazard Optlonr Valv6 S€ttor with MJ x FL or FL x FL ends UUFM O.S. & Y BW Gate Valv€s Reliet Valve Alr Gap Drain Funnel WVe - Strainer Agency Complianea ASSE 101g csA *Model 880 Flow Curves Model 88() Bhown with optlonal valva sottar MJ x FL rlncludcs valve ggtter er 4r ^20 6 L Xtt tn -r to o Hs Model 880 Reduced Pressure Assembly lssue 0692 Drawlng SS 880-l -- G|I o o ct @ o ED C E |9 o N ot (o o o J lt, an 6 c,o o o o o E ;o o p rt I FO rt (D H$ <6'(l ct -N 9:iE glr- lLl aF 8t odr E*.ct qst o.E o. z i! UE o!r <G Oo-l\.t\tt lFl trall \l s o qt = E o 6 = o CL (, I o Elr o- = c o ct o o o E o + iE.l.EEtE.atE.Ei 3 ,ttEEE,,Eg E ! i ;fii ii f,! 3E i ig3i ii,,f, ; iif,;; $3ii ; 3:;s:rs ; F5; i rssi, F**:,iii9: : r i,, a.t !a ltt (o t- 6 ('' o ? F F N (' a !a l' |o lo F' € o o F N c| Gt v lt lr (o @ F F ^| (\| N m ft (t rr (' dt o cr., o o (' c, c' cr c, o c, I !, a !r f ! t .a I r ra r g giIi,3E gi i,' gigg3gF$3rffi ,* s s $u, 1, cE ,,,s:gs,,F;FFI rEs'fE3gpgiiFitfu ri t-aoo o f $rNt''!a |o toF oooo o rn|FF''n|NN6I(\| .:.!dll .: -.'l .:r A| A| Cr Ol 6l +1 c' I i'a to tt lD o o a o .:d 59 *6 g?g:Z EC FO 9o 8E a9 o6 EE -'o oo E=S o o CL Ch o !o E F =I I o o a 0 6 at c o cl o o o o I':() C o C o E G g o J ? = o o Q o 6 dt c o C\o =, o 9. o o o 6 o 6 o at c z E 3 J J (, lt ul I t o o b o to o !! aa 'o o o co € o !l o = o s .9 o =ll c o o c .9 o g o .E o @ t-- I I ul $o-Fnr,: J,ro;:-#.ndo i &t E o o o o f o o o e E o (, =It o tc €t a 00 o lt o = Butterfly Valve-BFV Slow-Close Control Valve Central Sprinkler Company 451 North.Cannon Avenue. Lansdale K tr B*ll,'o',,'n n Technical Domestic, Grooved End, The Central "slow-close" Butterfly Valves are used to control water flow to fire protection systems. They are of the'outside indicating" type. A simple visual inspection of the valve position indicator will show whether the valve is open or closed. Butterfly valves provide an economical altema- tive to OS&Y gate valves. The Central Model BFV Butterfly Valve has been designed with a slow- close handwheel operator which effectively minimizes water hammer. These valves feature minimum flow restriction and pressure loss when in the fully-open position. The valves are furnished with grooved end-treatments only and can be installed using Central Sprinkler grooved couplings. They have built-in position monitor switch(s) for use in applications where supervision of the valve is required. Operation: The valves may be opened or closed by tuming the handwheel extending from the operator housing, until the valve position indicator is in the desired position, open or closed. Model: BFV Style: Grooved Size: 21lz',3', 4'& 6" Approvals: U.L., F.M., M.E.A. (233-93-E) Maximum Working Pressure: '175 psi Factory Hydro Test 1009o at 350 psi Standard Finishes: Operator - Plated (Color) Disc - Black EPDM rubber molded Body - Black PPS Optional Attachment: Single or Dual Supervisory Tamper Switch(s), U.L. Listed SPDT; 5A at 125 VAC; 0.5A at 125 VDC;0.25A at 250 VDC Mfgr. Source: Domestic Length & Width: See Page 2 Weight: 21le'= l lls.3' = 8 lbs.' 4' = 12lbs.6' = 19lbs. Note: Model BFV butterfly valves are not listed for outside use. llo. 15.2,0 .3.,;.: .. ' r.f \t Sectlon Vlew Wlth Valv€ Closed O Butterflv Valve - BFV Slda Vlew Wlth Valve Ooen PoslUon lndrceigl Position lndcator +-- Size A B c D E F Weight G Part # 21lz' o 4', 6' 3.s9 4.37 5.93 5.93 7.20 8.44 10.75 11.75 5.47 6.2s 7.81 7.81 3.00 3.59 4.50 6.62 s.80 3.80 4.56 5.75 5.06 5.06 5.06 s.06 7lbs. 8lbs. l2lbs. 19lbs. nla' n/a* nla* .19 7111 7108 7105 7102 ' End of dlsc does not extend beyond valve body. Iro oarnl ES6rrtat ultttl'lot Ato cd*Ecnq{ c l|a,$lY lY|ngr !o ac *vfivliD aro ^P?rovEo !Y Tl* lo(a Ar'|oitl lrAY|'6 rf$grg{ fr''" Design Data Deslgn Requlrements The Central Butterfly Valves are Listed as "outside indicating" type control valves for use in fire protec- tion systems per NFPA i3. Flow may be from either direction, and the valves may be positioned in any orientation. These valves are de- signed to be used with schedule 40 piping of the same nominal size as the valve. The valves are listed and approved for use with piping having intemal diameters greater than that of schedule 40, such as schedule 10. The friction loss is calculated per NFPA 13. To prevent rotation ol the valve, it is recommended that the BFV Bufterfly Valve be installed with rigid type couplings, such as the Central Sprinkler Model 771. lf flexible . couplings are used, such as the Central Sprinkler Model 705, addi- tional support may be needed. Central's Model BFV Butterfly Valves are permitted for use with grooved- end pipe only. For added security, the Model BFV Butterfly Valve rnay be used with an attachment of chain and padlock. Pass the chain orcable through handwheel and wrap it around the valve body neck, then secure with a break-away type lock. The supervisory lamper switches are operated by a cam connected to the valve stem. The switch contacts will change position (close) within two fult tums ot the handwheel, from the fully open position. Wiring to the switch is via color coated wire leads. See wiring diagrams on page 2. Valves with switches ar€ intended for indoor use only. o f}'nstarratioilf,l In fire protection systems, butterfly valves should be located where they will be readily accessible lor opera- tion, inspection, and maintenance, When a valve "closes hard", it may be due to debris lodged in the sealing area. This may be corrected by backing-off the handwheel and closing it again, severat times if necessary. The valve should never be forced to seat by applying a wrench to the handwheel as this may distort the valve components or score the sealing surfaces. The inlet and outlet piping adjacent to the valve should be properly sup- ported to prevent excessive stress on the valve body. The valve should not be used to force a pipeline into position as this may result in distor- tion of the valve body. Conduit and electrical ionnections lo the optional switch must be in accor- dance with the requirements of the National Electrical Code, NFPA 72, and the local Authority Having Jurisdiction. Gare Main & bn ance The owner is responsible for the proper op€rating condition of all fire protection devices and accessories. The NFPA Standard 25 entitled, "lnspection, Testing and Maintenance ot Water-Based Fire Protection Sysfems', contains guidelines and minimum maintenance reouirements. Furthermore, lhe Authority Having Jurisdiction may have additional regulations and requirements for maintenance, testing and inspection that must be obeyed. Warnlng: Any system maintenance or inspection that involyes placing a control valve "out-of-service' will eliminate the fire protection normally provided by the fire protection sys- lem. Prior to proceeding, be certain to secure permission from all Authori- lps Having Jurisdiction and notify all personnel who may be affected during system shut down. A fire watch during maintenance periods is a recommended precaution. When the system is back in service, notify all Authorities Having Juisdicfon and the personnel who were affected during system shut dow-n. , *t Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer lo the current price list for further details of this warranty. 0rdering lnformation When placing an order, indicate the full product name. Please specify the quantity, model number, size and optional monitor switch position. Valves do not include the grooved couplings required for installation. Availability & Service: Central sprinklers, valves, accessories, and other producis are available through- out the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362- 0700 for the distributor nearest you. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 m 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm? 1 U.$. gallon = 3.785 dm3 = 3.785 liters Conversiorls are approximate. -.'- EENTR/AL .-F Central Sprinkler Company 451 North Cannon Avenue, Lansdals, PA 19446 Phone: 215-362-0700 FAX: 215-362-5385 BFV.1 01994 Centfal Sprinkler Company Printod in U.S.A. GheckUalve.gO )Horizontal or Vertical Grooved End Swing Check Valves (250 psi) Manufactured by: Central Sprinkler Company 451 hlonh Cannon Avenue, Lansdale, pennsylvania 19446 E^I fllll,''I,,, n Technical The Model 90 Gheck Valves are attractive, compact, lightweight, swing-type units that allow water flow in one direction and prevent flow in the opposite direclion. They are manufitlured with a cast iron body and stainless steel clapper assembly. A resilient elastomer seal facing on the springloaded clapper ensures a ) leak-tight seal and non-sticking ."/ operation. The units are designed to minimile water hammer caused by flow reversal. The Valves are manufactured with grooved ends and are easily installed using Listed mechanical grooved couplings. They may be installed in either a horizontal flow or upward vertical llow position. Applications: Model 90 Check Valves are general purpose valves intended for use in privale fire protec- tion systems as follows: 1. In connections from public water supplies to automatic sprinkler or standpipe systems. 2. In connections trom fire depart- ment pumper conneclions to automatic sprinkler or standpipe systems. 3. ln fire pump discharge or bypass piping. \4. In connections from gravity, ) suction, or pressure tanks to - automalic sprinkler systems. Model: 90 Style: Swing Gheck (groove x groove) Size: 2%',3",4" and 6' Approvals: U.L., U.L.C., F.M., M.E.A. (Cal. No.284-7s-SA) Max. Working Pressure: 250 psi Factory Hydro Test: 't00% at SO0 psi Standard Finish: Blue Enamel Groove Specilications: Standard cut grooves per AWWA C-606 Take-out Dimension: 21A" - 8" t.o. 3" - 8" t.o. 4,' _ 9" t.o. 6" - 10%" t.o. Shipping Weight: 2,/2" - B lbs. 3" - 9tbs 4" _ 16 tbs. 6" - 34 lbs. .f No, 14.2.O Pressure Loss Curves 21n 4" 2OO 300 500 10,00 Flow Rate (S.p.m.) 6"7i tl, c, 10 o J o '- 0.5 Outlet - Outlel 100 I *iote: The friction loss, expressed as er;uivalent length of schedule 40 pipe with C-120, is as follows: 2lz' = I ft.3" = 14 tt.4" = 21 ft. 6, = 19 ft. I B--- ) I May be utilized tor ball drip or metet bpass connection. z May be utilized lor gauge or metet bpass connection. 3 May be utilized lor main drain connection for "dser check" applications. 2 " /, ,/ Hinoe Pn with Feiiirl'rE Ririg Bo6s B \ hetanrng \ I 8ol. -\.r\- \ .r,. ,i. l a._ l/^ Seat Ring l^. rl\'rJ )-., Dimensional Data - Model 90 Check Valves (groove x groove) Valve Size Valve Dimensions Boss Locations Max. Tap Size (optional) x (t.o.)Y z A B c Boss A'Boss B'z Boss CJ Boss D a/2 64 mm 203 mm 2'/ra" 62 mm 3%" 75 mm leAa' 40 mm 23/i' 70 mm 45/s" 110 mm 5A' 16 mm -/6 16 mm 1v.' 32 mm ,/2, 13 mm .t 76 mm I' 203 mm 23/." 90 mm 37/ts' 87 mm 1%' 4l mm z7a 60 mm 43Aa" 106 mm YB" 16 mm y;' 16 mm 1vi' 32 mm 13 mm 4' 102 mm 9', 229 mm 33/s' 86 mm 3t3/rs' 97 mm 11A' tumm 2%' 67 mm 5'/'o' 129 mm % 19 mm "/;' 19 mm 51 mm /2 l3 mm 6' 152 mm 101/z' 267 mm 4'Ac' 109 mm 5' 127 mm 1t/t 44 mm 23/a' 67 mm 37tB 135 mm 3A. 19 mm 3/" 19 mm z', 5l mm 13 mm ) Design clapper to allow lor thermal expansion of the anliFreeze solution. Check Valves are required in centrifugal fire pump systems in accordance with NFPA 20 Standards as follows: 1. ln the fire pump bypass piping. 2. In the pressure maintenance fiockey or make-up) pump discharge piping. 3. In the lire pump discharge piping. Check Valves are required in privale waler lank supply Systems in accordance with NFPA 22 Standards as follows: 1 . In the discharge pipe from a gravity, suctton or oressure tank. 2. In the fill line to a gravity, suclion or pressure tank, if the discharge pipe is utilized for filling the tank. Check Valves are required in private f,re service mains in accordance with NFPA 24 Standards as follows: 1 . In each tire deoarlment connection. 2. In each water supply source connection, when there is more than one so'Jrce. Check Valves are required in standpipe and hose systems in accordance with NFPA 14 Standards as follows: 1 . In each fire deoartment conneclion. 2. ln each water supply connection. ) Data Model 90 Check Valves musl be installed in a horizontal or vertical position in accordance with the Listing. Check Valves are required in automatic sprinkler systems in accordance with NFPA 13 Standards as follows: 1 . In each f ire department connection as near as practicable to the point where the FDC joins the sprinkler syslem. 2. When a sprinkler system has more than one water supply, a Check Valve must be installed in each supply connection to prevent f low to one connection f rom exiting via the other connection. A Check Valve musl be installed in each water supply connection, if there is a FDC on the system. An Alarm Check Valve is considered to be a Check Valve. 3. In the "anlif reeze loop" of an antifreeze syslem, it the sprinklers in the antilreeze portion of the system are at a higher elevation than lhe water-antifreeze solution interlace. The Check Valve musl have a 3/p' hole drilled throuoh the Parts List - Model 90 Check V Description Material No. Beq'd. part Numbers 2t lz"3'4" Valve Body Cast lron I 8025-r6-00 803-07-000 804-28-000 806-21-000 Clapper Stainless Steel I 8025-18-OO 803-09-000 8(X-29-000 806-16-000 Seal Facing Buna N 1 8025-03-00 803-03-000 804-18-000 806-17-000 Seat Ring Stainless Steel I 8025-08-00 803.05-000 804-2r-000 806-18-000 Hinge Pin Stainless Steel 'I 804-32-000 804-32-000 804-32-000 806-031-00 Bracket Stainless Steel 1 804-33-000 804.33-000 804-33-000 806-25-000 Plug ('/z'NPT)Casl lron 1 8010-12^00 80 r0-12-00 801G.12-00 8010-12-00 Spring Stainless Steel 1 802s-021-0 804-23-000 804-23-000 806-032-00 Retaining Ring Stainless Steel I 806-26-000 806.26-000 806-26-000 300-22-000 '/." Hex Bolt Steel z 600-80-000 600-80-000 600-80-000 600-80-000 Fastener Seal Nitrate & Steel 1 98-016-02 1 98-016-02 198-016-02 r 98-016-02 Retaining Ring Stainless Steel 1 802s-04-00 803-04-000 804-04-000 816-06-000 Retention Bolt Stainless Steel 802s-05-00 8025-05-00 804-20-000 806-05-000 Seal Ring Neoprene 1 8025-06-00 8025-06-00 804-24-O00 804-06-000 Flexloc Nut Stainless Sleel 1 8027-O7-OO 8025-07-00 804-07-000 804-07-000 fA"stallation The Model 90 Check Valve is Listed for installation in either the horizontal or vertical position. When inslalled in a horizontal position, the two %" hex bolts must be on the top side of the valve. For vertical installation, the valve must be installed so that its outlet is above its inlet (i.e., flow direction upward). The arrow, cast onto the body of the valve, must point in the direction of the flow. The Check Valve is designed to be installed using approved mechanical grooved couplings. Gare & MaintenanG{ The Check Valve requires no regular maintenance, however, it should periodically be removed and inspected by a qualified inspection service. The owner is responsible for the proper operating condition of all fire protection devices and acces- sories. The NFPA Standard 25 entitled, " Inspection, Testing and Maintenance of Water-Based Fire P r otect i on Syslems" contains guidelines and minimum mainle- nance requirements. Further- more, lhe Authority Having Jurisdiction may have additional regulations and requirements for maintenance, tesling and inspec- tion that must be obeyed. Warning: Any system maintenance or inspection that involves placing a conlrol valve "out-ol-service" will eliminate the fire orotection normally provided by the fire protection system. Prior to proceeding, be certain lo secure permission fuom all Authorities Having Jurisdiction and notity all ,-'.t. I 5:li,,"Jl;:,:["J3Lni:i"|;: o ::mjrlndc,eanthecheckvarve tqrordering walch during maintenance periods is 3. lnsert the clapper assembly into u,"co'm";d"dprecaurion. U:ilr*ilii^tflilffi " ItdlnfOmatiOn )Disassembly: 1. Close the main water supply control valve and drain the system, relieving all pressure lrom the check valve. 2. Remove the mechanical grooved couplings from each end of the check valve and remove it from the piping system, 3. Remove lhe two V4' hex bolts from the body of the check valve, thereby releasing the clapper assembly bracket. Remove the clapper assembly through the "outlef end of the valve. Cau- tion: Be careful not to nick the seat ring's sealing surface. 4. To replace lhe clapper seal facing, remove the retention bolt in the center of the clapper assembly, thereby te{easing the retaining ring. The seal facing may now be removed. Reassembly: 1 . To reassemble the clapper assembly, wipe off the face of the clapper, place the new seal facing on the retaining ring, place the seal facing and ring against the clapper, aligning the center holes. Insert the relenlion bolt through the clapper, seal facing and retaining ring and secure in place with the flexloc lock nut. O | 994 Central Sprinkler Company Printed in U.S.A. 4. Align the two holes in the clapper assembly bracket with the two holes in the body of the check valve. lnsert the two 1/4" hex bolts with fastener seals through the body, engage the bracket and tighten. 5. lnsert the check valve back into lhe piping system. Verify that the flow arrow is pointing in the proper direction to assure proper opera- tion of the valve. Reinstall the mechanical grooved couplings. 6. Plac;e the system back in service ancl secure all water supply control valves in their open position. When the system is back in service, notify afl Authorities Having Jurisdiction and the personnel who were affected during system shut- down. Guarantee: Central Sprinkler Comp;lny will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipnrent. Please refer to the currenl Price l-ist for further details of the warranty. fENTRAL lIF Central Sprinkler Company 451 North Cannon Avenue, Lansdale, PA 194,16 Phone: 21S362{700' FAX: 215-362-S85 Ordering lnformation: When placing an order, indicate the full product name. Please specity the quantity, model, style, and size, if gauge, bypass or drain connebtions are desired. Swing Check Valves do not include mechanical groove couplings. They must be ordered separately. Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362-. 0700 for the dislributor nearest you. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm. 1 U.S. gallon = 3.785 dm. = 3.785 liters Conversions are approximate. . t, .| t 90.2 -lf.ES t=\f : ra M J 'fhcae valvca arc designcd tgr g6n4rat sirvicc itrcrc t;gtrI 3hut ofl and trcqqcot (,jc a.c des,.cd thev:t.c csc:c;Jlty rcco.nmcndcd lor usr; wirh tt4e.n. .t;.. dt. w.l:cf :^d g!s i2.r.a*. -.'tlj...C nO^.ma'tJ[.C drtc3 erc SUrtCd L ..'.,vel 6;.,C hotde. Oe.. .tt drtC lO wcifa gvq^ty .:rn{ n(Ov.dc r t,ghl SeJt u^OCr tutl lo.:d Co^d.t'ont. ltrey ;rc aonit,uctcit tO rrrJt thcy CJn 04 ,COJC\cd wiltr rtrc vJt$c In trr4 tu,ry oocncg rntrr.oo. wlr.lc u^dc, tu rxciSirrc. rhc3c vJtvca lcr.u,c cjlSrty rcirtJ(c.rcrr. noo.melJthc d;sct. non-Jsbcstot pJck;ng. a.rd,rcJvy duty ruggcd €onit.uct;on. /. cho,cc ol dr.,cs .s .avartaote lo.nate thcte valvca su;lstrtc foa mort anrrt,car,onS. r?3S a 1265 'f 1,94s 17:.,'j lf,-r.llar c,4r*n6.r 2' 9:: O{f. A)}O"(|c Dy r.'li N6, Yo.k C{y Eoad d Sanda,os a'rd ApD€als ui€= Catcnoa, No. s0t9.8t.SA. Ec,r:ted *rn No. l25SO RubDct Osc and ram tor 200 uOG s€rlre (No Seamt ReCOrvnetrOreO lor trre Sg..nite, 5e::.<e t25t 2 t26t Earrt);)Cd reh l'ro l?5IO lclton' d,.,c ic, gcna.!: sC,v.CC rnclud,ng StCam 1265 1267 | ?658 e.:.r i'o'r:e tilnd"-t ...-.r l?6IB $.:n 3ian.tc H.tr6*1's-1 l25SO i$:n S:oqg H3n6y.:11.r I2STO *tn 3rcn{c Hnr{$r\{ I ,<#F ili tl AJSO AvA.hUe hitlr I HanOre - r 2&SIH t25 tb'. VrSP 200 lbr- wOG lOOt{ P.<ttu(c fcrtcd S€.crcd €.rdt flising Stcrn Srivct Olic ttotdc. Vcntilrfcd Als.ninum a[oy al.nd whect Awail.blc yith Ptrrtic ttrnd wh.et fh.ough t' Body tI|tc.irt: Orontc Coolorming ro asrM a | {t.5A 125S 1257 L ! ..-i .l ll ,j-\;:/a''-- :I I r' Ir '-t I I I Sirc rla'316-uz'3r.'t'I rk'I rQ'2' No r255 r25r | 3t.'| zttr?'z uf,c'2 tsnz'? 3U3Q'3 9116'a 1116'a I t/16. B I 3/a'r y.'2 rr3z'? lrE'? Y.-3'3 2yJ2-f, 27n2' c (C&orcdl ! r/r5'3. t/8'3 tt{'3 rra-a-{ 3rr-S rr.Z-t' Sh;o wr. (rbJ.l .,aa .56 .6{t r.oo r -81 2.5'3.G9 5.88 f{o. | ?65 I?6r 2lu2'r5,r6'| 3J|}?'t 7a2'I 1582.| 3ra'2'2 trn2' o I ya'| f,r/:'2 r'3,z'2 3A'2 3t1'3't 2y32'3 2tta2' c (Oorcdl 2 v.-3'3.'' r/.'I 56'a-4 ?'S rta-6 rrt' sNp \11. {ltr:,I .{a .56 .69 -:x r.l6 2.S 3.?G s_12 Our.|. Un;! P.rct t?t?t?6 6 a ?2 Ouro. Pev C.rra . a ,-.. 60 . - (A:i:rl36 ....7 c U,@ SftING CHECK ?nLVES ( 997 For Reptaceabte Disk See ?age l8 ; ',..J lt)1. v/iJ(; ,:4'* Pri.t.i:,r r.r I a.;t,.,1 ')..t,.dc(l [:ttd.; :- i 1l;c ij;rlll.. tl,r:):.,:r {), ,: ill.)l rr--corrr,ntnd.'rj l.Jr';:,:.In) 5,i.: sr l/{' , ?- i!1y U^letia! Bror. zc Coirl,rrnrirro io ASTM B 115-54 (' e9s -i?lf hor'zofllafly or ve(lc2llv v'ain fio".r In upq/afd dirL.gron Oo not insrall talang on srdc Kee) sea: clea^ t25 lbs- WSP 20O lbs- WOG l0o9t Prcssq(e Tcsted Scaewcd Ends T€llon' Dlic aody llatoald: g(o.tzc coc(ofmlnq tc esTg et 45-54 S|zfs l.,{' . t' Size I ttt'u8'rl2'l' I r 1t1'I 2- A I 1 57164'1 57/64-2 9t64'2 33t61'3 1t32'3 29/64'3lur6'4 7t16- BllT/3?-17132'| 9R2'1 17t32'2ltt6'? 13t61'2 3r/6,.'2 55t61'Ship i lvr. (lbs.l | .4s .45 .58 .Bl | -2?l,8l 2.41 3.12 Ouan- | unir Pack I tz tz 12 6 Ouan- I Per Case | 60 60 60 l8 t2 12 52 76 IJOSE VALVE I'rlti I r,lo_ It rft c ADS ,,.--o..30 | r I l/?r,rrl i,l.r. j0 ltvi | . I l/2 r,lPsll 3@ tbs. IJOG l00oi6 Hydrostalic Tcsrec t{eat"y ll3ndwhcel Repleceablc Rubbff Oisc lo. Watcr Scrvicc Screwcd €nds Rising Stem Scre'..red BonncI l' l.lalc Pipe Thrc;d Inler x l ll2- Halc Hose fh(e3d OutlcI '- {Speoty Hose Th.;ed it oih3r than those a5ove, Body tlJleriat: Bronte Conto,ming to ASTM 145'5A App(ovcd by thc New vgrk Qiry Board ol Standards and Appeals Under Calendat No. 1079€l.SA. Ou3ntity Pcr Ctn.: 2 ( 3O BALL DRIP VALVE USL.d irl lhc Sp.tikler 'nCJSlry tO rcl'ev!. lipc Ot e)icess \.reiCr 3nd tO prL'venl kct:ing. Sirer: li2" zad 314" ' Sh;p0ing trycighrt: . 1l?" . 0.43 ttrt. l/4" .0.56 tbr. Q,rrnriss, Pcr Cro.: | ? valve unseats ority by lo.c4 of gravity causing ba! to tal otl scat. Usc o.rly in horizontal pou. lioft Oo nol ujc r^irtr rno(c Ulan ooe ti. ol h€d (walc{ p.cssure) on ba! c|rccJ( t 235 ftlo. FP53L 1/2" Prassure Relief Valve Set 175 PSI GD,rno".r,rirers L3borarory risrect wans No. FPS3L is designed for use in fire prolec- lion grid syslems to provide protection againsl exces- sivg v,/31ar pressure caused by lhermal expansion or line surge. lt has a standard 175 psl pressure reliet sening and can be instalted horizontalty or vertically. Bronze body construclion with stainless sleel.spring lio inhibit corrosion. The valve is constructed with a preci_ sion slem guide to ensure proper reseating. The test lever aflords periodic manual tesling and flushinq of v,/alervrays and seating surfaces. Underwriters Laboratory listed Forged slainless steel sprinq Eronre body c0nslructi0n lor superior strength and lo grevenl corrosion Manual lesl lever Valve slem is guided l0 enhance resealing %' rnale inlet r lemale ou et 175 PSI pressure settino For applications requiring a UL apprwed relief valve to providg pressure rerief proteciion from water pressure in excess of 175 PSl. Each valve shall be bronze body on. \struction with forged stainless sleel spring. tl sha[ have a _lest lever and lhe valve shall be guidecl to enhance reseating and to decrease cttance of the seal being rnis. afigned..Wans Regulator Company Modet No- FPS3L E$FP53L 9328 ES-FP53L Approved product for use in fire protection systems Pressure Relief Vatves shoulfl [s 1s51g6 periodically to ensure that the product has not been afiected by corrosive water con- dilions and to ensure that the valve and discharge piping have not been attered o( tampered wilh. Wqld Class Vtlves ffiffi*' - Sincc rtTa ll5 Chcstnut Slfcct. ||onh Ando.,c.. MA Otg{5-6O9! t SA r.t- (5081663-t6ll f.r: (sqll t9{-t6r6 wanr Indtrrtri.t lCanadtl lar-. Itl. (al6l05t-859t Frt: (4t61!5t{788 W.ir ladu*ilr ltt,orcl 0V frr: r3t.g33E_1t92 wrflt occrn 8{ frr: +31{338.520t1 Pdoted ln U.S.A. sPEfitFf cATt0N$) AND I NSTAfI-RrIonu INSTnucTIoNS BB.SC SERIES M I LV/AU KEE VALVE COM PANY I :. SPEGIFIGATfrNS FOR SLGII GLOSES SLOW CLOSE BUTTERBALL VALVE ASSEMBLIES PATENTED 1. Provides slow opening and closing properties in a quarter-turn valve The purpose is to etiminate hydraulic shock and water harnrner in fire protec- tion and.other liquid qTstems 2. Economically replaces cumbersome OS& Y. gate valves. 3. Compact, lightweight manual operator has scotch pke design & visua! posilion indicator. Close cou- pled for positive direct drile 4. Arailable with or without a built-in supeMsory tam- per witch. 5. UUFM .ated at 175 psi. Also arailable at 350 psi with N.Y.C. B.S.A. approml. ffiApproved @@** Fc. use wilh fire pro{ecdon sp.ink er s}defitE 175 gi. Apprcv€d ty t|e N6.l, lbrk Cly eoard oa $.b. 6, Appeab uftler @efldar No Sgtrl€M. for bcilh 175 and 3:n trJ. SUPERVISORY TAMPER SWITCH KITS AND BUILT.IN ASSEMBLIES PATENTEO 1. Arailable lactory assembled or as a separate kit lor lield assembly. 2. When mounted on the B8-sc100 stop clce ralr,es and wired up. the $vitch signals any moe ment of the ralve disc trorn the full open pcition. It also signals any tarnpering with the s,vitcft. 3. Supervisory control can be monitored at.either one or tuo locations because it houses tt^o prelvired S.PD.T. micrc sryitches 4. tf a tamper s,vitch that can orly be rnonitored at one location b required. consrlt tadory. 5. Switctr Rating: 10 Amps/ 115 VAC - 60 H2 05 Amps/28 VDC 6. Wire leads are 24" long. Consh factory for spe- cial tengths 7. See'back page of this spec sheet !o( iftsallation in$ructions. trooEL oEscftmoN.srzEs BB€CIOO BBaSCS02 \hlve less Switdr VlalveW?th Snitdr UIJFM . 17s pst - Threaded Ends lHffi 1''. 1V.', 1Yz''. 2"2Y2" BB\nSq00 B8i\tscs@ \6ue l-ess Swibft Valve With Srritctr UUFM 17s si - Groo,ed Ends IHrffi 2'.2V2' BBHSCl00 BBHSCSO2 Vahre Less Switcfr Valve Wth Switcfr 35O psr - Threaded Ends'NrC,:B$A " A&6\irJ ? 1".1V{, 1t4", 2.2W', s/Hsc100 8VHSCS02 Valw Less Switch Vah€ With Switch 350 psi - Grocr,ed Ends Nrc &sA Appro€d 2",2 V{ 8B-SCKoz Supervisory Tamper Switch Fits All Vahes M I LWAU KEE VALVE COM PANY 2375 South Burrell Street Milwaukee. Wisconsin 53207 V.lv€s built to takc ll...sincc l90l VALVES LESS TAMPER SWITCH BS-SCI00 (Ihreaded Ends) Sizes: 1", 1%', 1V2", 2',2V2' VALVES WITH BBVSC100 (G-rooved Ends) Sizes'. 2',2Vz' BUILT-IN TAMPER SWITCH ( THREADED ENDS SB-SCS02 (Valve Mlamper Switch) C.W - is the wrench make-up length. L.o - is llotv resigance exp,essed in equivalent ,eng(h o{ schedule 40 33€. M I LWAU KEE VALVE COM PANY 2375 South Burrell Street Milwaukee. Wisconsin 53207 ' Valves b,rilt to take it...sinc€ l9ol =.?!:i..==r:--ir::.:--.:- ------:_--1'..-_ GROOVED ENDS BBVSCS02 (Valve w.rfamper Switch) DIMENSIONS - INCHES stzE I 1.V.lY2 2 2Yt A 2 rle 2sle 2 rla 3lt 4\a B 5 t'ie 5 r3/gz 5 zrlp 6%634 c 19te 1r5/ro 2 3ltd 2 3la 3 5/re D 1z3tp 2tla 2 3ls 3 t/ta 3Iz E t5/te 6/to F 3/6 -t8 G 4Yz 4It H 23la 2tla w ,3.,re 1lo 1Iz 14s 2 tlq L.2.25',250',3.25',45'100' MATERIAL LIST NO PART UATERIAL SPECTflCAnON 1 lndicator Sintered lrm F0008P 2 Housing Bronze ASrM 584 3 Body Brorze ASrM g€4 4 Handle Brdss 5 Disc Stain. Stl.Type 304 6 Disc Seal EPDM Elestomer 7 Svritch Housing Die Cast Aluminum .? j 'ilt GENERAT SPECIFICATI ONS MEA rppmYed System Sensor! OSy2 fits to the open position of an OS&Y (ouside screw and yoke) type gate valve. The O5Y2 contains two sets of SpDT (Form C) contacts. lt is designed to mount easily to most OS&y valves ranging in size from 1- to 12-. SINGLE SIDE ENTRANCE FOR CONDUIT Straight conduit entry above the OSy2 bracket and away from the J-hoo.k adjustments makes the installation faster, easier, and helps eliminate unwanted call backs. Requires less expensive fittings. Durable metal enclosure gives the switch protection from adverse environmental conditions. SYNCHRONIZED DURABLE SWITCH ASSEMBLY Two l0 Amp 125/250 VAC, 2.5,Amp 24 VAC switches provided as standard are locked in a synchronized . position and enclosed in a rugged terminal block for added strength and durability- Accommodates up to l2 AWG wire: NEW BRACKET DESIGiI Makes installation faster and easier. Suitable ,for 1- to 12. valves. ADDITIONAL APPLICATIONS The O5Y2 supervisory switch, without its gate valve bracket, can be used to monitor side-braclet style pressure reducing valves. lts three-position switch gives vandal and valve close signals. The adjustable shaft makes instaltation easier. OPTIONAL TAMPER SWITCH KIT Mechanically activated by cover removal. SEMS CLAMPING PLATE BRACKET Enables wiring to conforrr with UL 753 paragraph 17A-2. _-SYSTEVSENSOfit_- A DIVISION OF PITTWAY 3825 0hio Avcnuc . St Crt rt€r, tlixft OOll{ . ?(83716363 . tA)L 70&37r.6{95 la c:rda {tC€t$159S . fA& tt$tfiT0t8 An lS0 9000 Ccrlified Company Agency Listings: Contact Rarings: En(loiure, Cover and Base: Bracket SparvtteighVl/Vidth: Operating Temperature Ranges: Overall Switch Dimensions: Shipping Weighr: service Ure: UL, FM, ULC. CsFM, MEA r0 A Q r25l250 VAC 2-5AQ24VDC Oie-(art zin( 5-314' | 2' I r-!a' (l4.5cm/5.1(m/3.5cm) 32'F - r20.F (0.c - 49.c) 5-12'H r 3-1/2'Wx 3-l/4-O (14(m H r 8.9(m W x 8.?cm D) 2.8lb's. Centralstarion NFPA 7t Lo(aI NFPA 72A Auxiliary NFPA 728 Remote slation NFPA 72C Proprietary NFPA 7?O 3 years ) rII- \ -E-l t^=- UAOE IN tHE U.S-A" Warranty: &\.itr f :ll {i: i I , : HffiHffiffi ACTUATOR ACTUATOR ACTUATOB V€RTICAL VEFrEA!(OOWN' I|OFEOflTAL (p(}|NnNG Un rOlE C6---torn .don .i Gj-^. -:t t--:- 4rE-cira-it : \ i.rot lH6.rc../,i ltf ;. \l^q l{ Al Fcc.rrcr'E-.l -/;I-'::\- liE2rov-TT'tE--l lA|lr!' ,{ AI\- sH" f-?.E-Tfra 1 uulLluu Strb G.c. J L* rir ! rlh b gl...yLlo C cdrgq! DO r|o! id.tlpFa r'L. b{ ro aftrt !.'!.r<l trlrclr nqlir- m aJOt bA d.tl Engineer/Architect Specifications: 0sY2 Supervisory Switch Outside Screw-and-Yoke 5upervisory switch (o5Y2) 3hall be installed on each valve asdesignatedon the drawingsand/or as sp€dfied herein- Switches shall be mounted so as not to interfere with lhe normal operalion ofthe valve and shall6eadjusted to operat! within tworevolution: of the valve control or when the stem has moved no more than one-fifth ol the dislance from it normal position. The mechanism shall be <ontained in a weatherproof die cast metal housing, which stri,li provide a side entrance for lp- <onduit and in(orporate the necessary facilities for atta(hment to th-e valve' A grounding provision is provided. i.he switch assembly shall include two switche5 each with a rated capacity-of to emp O 125/250 vAc and 2.5 Amp g ?4 VDC. The cover shall contain tarnper-rsistant screws for which a se(urity wrench will be provid;d vvith ea(h swit(h- o5yz 5halt be Underwtater! Laboratorier listed for indoor or outdoor use. The O5y2 shall be Factory Mutual approved. -{i- '- -'''.' b ro.r.raa.bL Lld.i.a rd dl*d frCP trtic.l tuCP C...i€!o. Ordering lnformation Waterf low Switches WFD2O Walertlow Detecror. schedule lU4O.2.WFD25 Waterflow Detector, s(hedute lOtAO. Z-ll2-WFD30 Waterflow Det€ctor, s(hedute 't O/40. j- WFO35 WaterflowDete(tor,S(heduletOt4O,3-tt}-WFD4O Waiertlow Oete(ro.. Schedule t0/40,4.WFOsO Weierflow Dere<ro., khedule t0/40. 5.WFO50 Water{low Detecto,, khedule lU4o, 6-WFO80 Warerflow Deredor. khedute tCM40, 8-WFOT Waterflow Oetedo.. Fitt l-, l-it4-,1-tr2- terrous and bra!, thread€d teet; l', l-1t1'. ltn'.2'(opper sweat te€3: t- CPVC teer; and t.t/2- polybutyl€ne te€t WfOTNR Walerrlow Dete(io.. non-retard, lit! rame teer as Model WFOT Matter Pa(led.' 5 unitr Supervisory Switches OSYI Outride g<rew and yoke Vatve Supervirory Swit(h -Two SpDl Swit<hct PleV2 Porl tDdicrtor/Butterttrf Va!v. Superviroqf jwit<h -Two 5ptf Swii(h.t Pressure Switches €PSl0-l Alarm W.terflow Prerture Swit<h. Onc 5pOT.4-20 p'l EpSlG2 Al.rm W.tertlow pre$urc 5r,yii(h, Two SpOT, 4-20 psl tP540-l Supervi:ory Low Prerrure Swit(h, One SPDT. l0-l0o psl EP540-2 Supervitory High./Low P,e$ure Swit(h. lwo SPDT. r(Ft00 Psl Alarm Bells KM5-5-24 Bell,5',24 VDC, Pola.ired.97 dBA KMS-8-24 Bell, tr.24 VOC pola,ized. t02 dBA KM5-10-24 8ell. 10',24 VOC, Pola.ized. tM dBA K85-5.120 8ell. 6-, l2O VAC. Pola,ized, 95 dBA K85-&120 8ell, 8-, 120 VAC. Polarized.9E d8A (S5-rO-120 Bell. t0f, l2O VAC. Polarized. 102 dBA Sprinkler Product Replacements A30f0-00 Repb(ement Arsembly Kit for P|BV2 (Wrcn(he3, S<,ew Pack) ^.10t l-00 Replacement A$embly |(ir fo. O5Y2 (wenchet 5(,aw P.<k. I hookrl A:1008-OO R€pl.(ement Del.t' Me(hanir.n lor WtD 2'J'rizei (sla(t, Repla<ement lerminal 8lo(k fo. WfO .nd WFDT Repla(ement Terminal 8lo<k fo. W'DTNR Repla(ement Paddle Kil - 9 paddler lo, WfOT and WFOTNR (see WfOT for siuer included) Tamper Switch Kir to. WtO. WFDT. irt8v2. .nd OSy? Replr(cmcnt Tampe. sc.cw' lor Cov.rt of WfD, WFOT, WFOTNR, OSY2. PlBv2, and tPs WBg Weatherproal 8a(k 8or tor (MS and KBs WIDW Repla(ement Tampe. Proot wrcn(h lo. Cove, of WfD. YlrfDT. WFDTN& O5Y2, ptB\A and fp5 HEXW Repla(em€nt H€x Wr€n(h tor OSY2. ptBV2 A7t{t-02 a77.Or-08 PRK9 546.7000 507.66-02 O Copyright 8i/93 System Senrol This document is not intended to be used for installation purpcses.A05-195-00 Potter Electdc Slgnal Company 2081 Cralg Rd../P.O.Box 28480 St- toulq Mo. 63146 Pottsr Eioctrh Slgnal & M{9. tm t967 t slfo Srosr Don Mllls, Ontarlo, Canada lyBB2M3 U-S- PAT- r'|o. 3921989. CAllADtAl,{ PAr- NO. rooe6so OIHER PATEi|TS PENOING. POTTER ELECIBIC. Rd.. i l6)441-1833 U.L USTEO Scrvlc.r Preuure : Up to f 75 PSI lltnlmum Flcr Rale lor Alarm: | 0 GPM Itadrnua Surge: |8FPS Codrcf Srrh€n: Two ssts ol SPD.T. (Forn C) ;-. 10Anp.@ lzY2fiV.AC : ' 2Anp.@0-ioV.OC Resl$ve' Erwfrorrnectl Umltslloo!: q' Ft lm' F - 4.5'C/49'C Corxtuh &nrrncer: 2 openlngs lor I tt c',adu!- Qudon: Tli! d€vb6 ls noa hlo(Mlo( .apllc:d,ons h exploslve oflnmnnBnls. Sbr'. AV.rr.Ah: For type ( L & U coppor plpe - sQaT.2112'.3'e4' For lined Cg/C plp€. SDR t 3-5 (standard dtnnnslonal rath) - sees Z. 2 12' & 3' Secvlce Ur: Anoctc Sprinkler One s fwo Famity D*elling Resilerrial Occupa.ndos up to 4 slod€s C.antrd Sation Loca, AuriEzl Renu: Sation fuo1a,zy 3936 P|PESECnON SflOWN FOR ILLUSTRANON. PURPOSES ONLY NFPA-I3 NFPA.I3O NFPA.I3R NFPA.TI NFPA.?2A NFPA.728 NFPA.72C NFPA-72D 1990 OFlonNL Corer Tanpsr Swnci OrdEr Sdc No. 009001 8 GENERAL INFORIIANON The Modd VSRCF is a vane lyp€ watedlow i-witch lor use on wet sprinlder systems. .tt is UL Listed for use on type K. L & M copper pipe. sizes f thru 4' erd tisted CPVC dpe. SOR 13.5 (standard dimentirnat rarb). sizes z lhru 3'- The unk rnay also be used as alssctbnal watedow de. leclor on large syderns. The unit cor{ains lwo single pole. dotrble throw. snap actbn sy,ilches and an adjustable pneurnal'r reta(d. The switches are actuatd when a llow o{ t0 gaflons per rnirule or mo;e ocqrrs downstream of lhe devico. The flow condcbn must exist tir a perird ol line necessary to overcome the sele<led retatd perird. ENCLOSUR€: fhe un( is errtosed h a generat pur- pose. cast ahminum trolsirg. The over b hetd in phce with two tanpgr resislani screG wtrich (equir6 ; special-koy tor removal. A field imtattabl€ oovet tamper switcfr b a'railabte as an option whlctr may be used lo irr dcale unadho.ized renroval ol th€ covef. See Eulletin 763 for ilrstallatbo instructbns ol this switd|- INSTALLAION: See Fg. 2. These de'rbes nny be nwnted on a honzontator ve{ti- cal ppe. On horizonral pips tfiey shouH be irstatted on the top siJe ol thg pbo where trey will be accessble- The units stou6 not bo installed within 6 incfres of a fit- ling which cf€ngss lhe.drredion of the waterllow or within 2{ irEhes ol a valve o( dcin. Orain rhe qrem ard dn'll a hote in the pipo using a cirol- lar saw h a sfrw spee! drill. The 2'ard 2 VT &lv'tces requte a l'<fe with a mir|. dia. ol I U8- to a max. dia ol I tl6'. Al ofier sizes require a holo with a dia of l 7rg- to a max. da. ol 2 1116'. Clean the ilsUo of ttro pipo ol a[ growth or othor rnaterial lo( a distarre equal to the pipe dameter on dttrer s-rJe of It€ hole. Ro[ rhe varre so that it may bo insortect into f|e hole: do nol berd o( 6ease iL Ins€rt the vanos so that ths a(row oa f|e sadcle poirls h tho drrodion of the watedbly. Inslafi the s:ddl6 sqap and tigtrten nuts ahernatdy to ao evefi[ral lG] i(-bs. ol toquo. seo Fg- 2. The wne nv.st no( rub the ilsbe ol tho pi& or tind h any y.ay. -. . l.rcoaroaltto CO.O.{ C.,l. (?l.l 'l .$n ( - r Rt M rrN E" ADr[r::i :Yrc R,NG HANG ER Sizc llongc - l/2 thru 8 inch pipc. l,lotcriol - Srccl, Mil. Galvanized to G.90 speci. fication. Function - For fire sprinkler and other general piping purpose s. Knuded su,riwl nut design pcrmits hangcr adjustment after instalhtion. Spring tcnsion on swivel nut holds it securety in hangcr before installation. 9l.liwl nut is easily. removed. A p p rouols - Underwriters' Laboratories [sted and Factory Mutual Engineering apprwed- Con(orms to Fcderal Spccification WW-H-l?lE, tpc 10. and ManuJaclurers Standardization Soci€ty SP{9, rype 10. Maximual Tempero(ure - 650'F Finish - Mil. Galvanized, HDG. and Stahtess Stcel. Order By - figure number and pipe size- r-- | --\ _r._ I t'tP€ ROO t/2 r-rl2 MAJC REC.sTocr(^PPTO'C WEIGHT PER Tq' 3-V8 3/8 3-3/8 l -sl8 2-Sl8 l-v8 x xSlS x Srt It 3r',8 3-zls 2-718 2-V2 3ls s.s/8 4-V8 r-314 lfuax I 600 3/a 7-5ft s-v4 2.318 l6qa x I v?e-v8 6-V4 2-318 14sa x ri/r6 uso 600 ( 3-rl2 w 13-v8 . 8-3/4 3-V4 l2gax l-V4 lZS0 1 800 854.1015 HANGERS AND FASTENERS, cont'd. WASHERS, FENDER s ROD COUPLINGS TOGGLE TOP EEAM CLAMP w/locknut ITEM srzE LBS/ KEG OTY/ KEO PRIGE/ IGG 1 2 3 4 114 x 11/t' 114 x 1Yz " 3l8x11h' 3/8 x 2" 50 50 50 50 2300 1575 1650 925 51.00 53.00 57.00 56.00 ITEM slzE LBS/ KEE QTY/ KEG PRICE/ EA. PRICE/ KEG 5 6 7 8' I 3/&16 x 1 %" 3l&16 x 13/t" 112.:|3 x 1t/t' 518-11 x2lfi,' 314-'|.0 x21A' 175 190 165 180 195 5000 2000 1500 1000 600 .15 .28 .47 .58 1.26 .11 .21 .35 .44 .95 ITEM srzE r8s/ KEG OTY/ r(Ec PRICE/ EA. PRICE/ XEG 10 3/8-16 60 1000 .28 .2'l ITEM srzE QTY/ cs w0T/ 100 PBICE/ EA. t1 3t8"100 36 .44 lo I c t ..co..o..4( o (O-O-{C. - (t..t rlr.ltn I:|G.99 AI].'THRFAD |TOD CU'r'rO I.ENG'NI $ias lloa3c . 3lil rlrtu 'lll itxlt roj in I irrh irrrcnr.::r:!. Irlotcciol - C.rrlxrn Src.:l Moiau.tm Tcrn'ltcrcturc - 730.F Iiaish - [[ain. F)cctro.6afv.rniecd. and Sr.rinlcss Srcd brdcr By - Ffoure number. rod diaiircrcr. rod tcngth. and finislr. x,t(. l(c. (O^O Lrlt for S(xvlc( l('.16.,(Oo st|' 3tE t12 sls 3l< u8 6t0 5i0 r r30 r0r0 t8r0 1610 7tt0 2<70 3?70 33{O ( FIG. IM ALL T HREr'.,D ROD FU LL TENGTHS Sirc Roogc - V4 rhru t.W inch tod in l0'O- l".rgths. /vfcteni.rf . C.ar6on Sted /!{aximaon Tcno ccatu rc _.1 flT F;.tieh - Phin, BectroG:t raru-zed. and Stainlcs Stcel 9*, g" - Fgure numbcr, rod diarnctcr. and finish: torJc ftEC. &o^o r o<. /rf?nolx.R(xr roQsqvtcErEr4P:t urtrcrHr s@ airf rtaiF ?€ft t€Ff. v{ 2€ 215 12 w ll3t l0l0 @ v{ 2il0 24m rzt wq r {960 {420 u. - ( .'..';':*,-..- l:i?:e-"$i-:. I 800 85+1015 HANGERS AND FASTENERS, cont'd. WOOD DRIVE SCREWS STEEL EYE SOCKET OFFSET STEEL EYE SOCKET SIDE BEAM CONNECTOR ANGLE BRACKET Af l hangers are available tor Vz" threaded rod. Call for a quote' ITEM stzE qTY/ KEG t8s/ KEG PRICE/ EA. PfiICE/ KEG 1 2 3 14 x lVz' 14x2' 'l.6x2" 2000 2000 2000 33 42 50 .07 .o7 .o7 .06 .06 .06 a ( ITEM srzE (lTY/ rEG L8S/ KEG PRICE/ EA. PRICE/ KEG 4 3/8',2500 130 .u .26 ITEM stzE QTYI KEG tBs/ KEG PEtCE/ EA. PRICE/ KEG 5 3/8'1000 56 .42 .32 ITEM stzE OTY/ cs t8s/cs PR!CEl EA. 6 7 3/8 " 7t2', 100 100 12 25 .45 .90 ITEI||stzE OTY/ cs rBs/cs PRICE/ EA. 8 3/g'100 33 .55 c3 t SPA RE HEAD SOXES a8qlq's st(rdy spare head boxes are rnanufactured fiom.-039'.steel. They featu.rc lltf",- welded construction and futl length hinge. and are finishid'in rcd enarnet and drilled for easy mounting. Personatization is availatlle at nominat chargc in quantities of 50 or morc. Your rnost direcl advertising- .. .practically fceel ITEfi sfzE 0rr/cs t8s/cs t 2 6 Head 12 Head 25 x 61 .66 AIRlWATER GAUGES Thege !% ' prqssure gauges are approved by the Factbry Mutual System and are tisted by the Underwriters' l.aboratories for use on wet or dry sprinkler systems. Sersonaliza- tion is availableat nominal charge in quantitiesof 1O0or'more.Yourmostdirectadver- tising- - . .practicafi y tree! r€6d rrPg {n.rcs t8s/cs 3 4 5 Ai(rwater Air srf.Retard Wate( 50 50 50 6 25 25 O<3OOOO' ,,to FARR-LARM Johnson Fire & Speciatties, lnc. sEntEs 3303 APPLICATION COMMEnCIAL or REStOENTTnL EXIEntOR or INfERtOR FEATURES WEATHENPROOF CONSIRUCTTON COMPLETELY OISTINCTIVE FROM ANY OTHER ALARM SIGNAL FAST, EASY MOUNTING .ON ANY WPE OF WALL ELIMINATE THE NEEO FOR ANY ADDTTIONAL SIGNS ON BUILDING EXTERION APPROVED FOR USE IN ALL HARD.OF.HEARING OCCUP^NCIES AVAILABLE IN IIsVNC, 24VOC OR IzVOC WtTIl OR WITI.IOUT FLASHER/.STROBE MAINTENANCE.FREE OPERATION FULLY GUARANTEED F.OR 2 YEARS Say Goodbye to - Water stained walls Ugly signs to spoit esthetics No More - Otd-fashioned betts pipes that clog and freeze cxists. { -<- -r-{\ -. (^Ua... -ra ar' ae-{ 'I'ftc t'n RR-t,ARM is rhc mosr arrracrivc and pracrical signal madc. k is compacr in sizc. (g..x -8") and .won't compromisc thc csrhcrics of rhc . ' cxtcrior walt likc an clccrric bcll s.irh a bird crgc. or a watcr-motor gong. Suggcsrcd mounring is dirccrly abovc rhc firc dcpanmcnt conncction. During daytight hours, thb horn will dircct thc Firc Dcpanmcnt to thc cooncction as wcll as alcn thc occupants and passcn-by rhar a firc condirion A( night, rhc flashcrAtrobc can bc sccn from a distancc to guidc thc Firc Dcparrmcnr ro rhc . connccrioo. Policc parolling an indusrrial complcx .. or a ncighborhood wirh rhcir windows up may nor . . hcar rhc hom. bur rhcy will -scc rhc tighr;. Sincc 1975, cvcry FARR-LARlvt is asscnrblcd bv hand. inspccrcd and rcsrcd ar rhc facron. General Specifications Signal Spccifications l.lodcl t{umber Input V0ltage fla(cd Currcrtl 3300- | I 5 3300N1-1 .| 5 3300N1-24 3300N1- r 2 ||5V c l isvAC 18-31 .2 voc 9-r5.6 VDC 0. 160 0.t60 0.063 0.125 3300s- I | 5 l rSvAc 0. r60 3300s-24 3300s-r2 rB-3r.2 VOC 9-15.6 voc 0.063 0.r25 Audiblelr'isibte with incandescent ligtil* source. Flash rate @ 60 per minute. d{Jn (g) l0 l:c.lt npixo'/JlS iJt_. uLc. cqir. FU. CS/.. BSA. tlFP UL. CFIJ. BSA. TIJ. OFP sEar€s trqr r Jjoon[ 5€Ar€5 "ors 95 95 92 92 95 NOr€S: l. fy'icat dgA at tOt ati3rn rs/r.dh rn. cdxic <trl,t$a. *i|nodnel i.psr votE0c, 2. ,'1.no&t e,c to6dcd w,a. ad !atcv ls.ttu:1 t. OC t€'n .nod{tr hdud€ Rf| Jrfprcsrixr r niriaifc indtrccd ncirc on |hc rbnfl ther. ( OC ho.n!:.td rt otc ho.n3 nrr,c $ .'t-nrtr cd.cnt ol .gforrnJdt I unct r.l€{ ox.a.tt dqi.E ifiet trn-on. 5- Sgoba tq.n ,nodctr tlE rn h ublc rre rccocrnc.|dhd to. s3. o.r co.niL.rr rlrrrn Jy94mt.. 6. A9ftov.ll: ( ' Urdcr' wn'ter: (eboraoriar. ('-C . Undctwrifers bbq.ab.i}3 oa c:n d.. CFM - Su(c ot C:ilb.i: F?e M..rhrt Fv - F.<p/t Mqo.t. CSA - C:rudrtr Strtrd'di Asiociedcn. BSA - t'te.r Yo.t civ Bo.d of Sondardr .^d Agp.ds. gFF - qV ot Cticigo t. ,.I dtti\i ar€ .pfrot .tt .boy. i.c b lr,l(<loci. l.< . r't'dl .nrjluLctJ(€s rh€ tiorrers r6ed in CE FAnR-tARt( Ordering Information SERIES 33OO f,{oDEL 330G115 i I .l I I SERIES 33OONL fl[--.l I Llt L_l .+____tt 'i ffii,il' .i.ryJ" -i I I I ; I i i J |\'IODEL 330ONL-115 fi{oDEL 3300NL-24 r.{ooEL 300NL-12 : Audible onty SERIES 33OOS MOoEL :l:x)0s-115 MODEL:t:lO0S-24 MODEL 33005-r2 Audiblen/isible wilh 8.000 cp. strobe. Flash (ate @ 55 per minrte JOHNSON FIRE & SPECIALTIES, INC. T2975 16th AvE NoRTH PLYMoUTH, MN 5544I . t.: - -. it'r{ , ' r,rt-^r!J.nrrv\J lr"iiiilsf,tl{}ii It r,iri { !*.6i i ft.ep*r+,i t !q {:# i'-*1Jrff sxr i:.tqe t: E. r,q iim itc;r:; iu t?nr: I,t ll,t,t;l iii, r,!.r1rtl: tr{'Jl. . S j fli{,ta:I]l!Jr i:df,i: 4." i !th. gFrj,.triG'l 1,. ;t,: ( I Yi'iii ifrfltr:1r,t. n L.{ rt:ii.f r:li}l'l:: i 1:' ,:.:{)nr r+rl1nt lli.f,t:',:i iil;r !l:i (..1jtr"r' l:ii:i:_i rr r:.5i:r" .t !i'i:: ; l,,ii; ,ii,ij;r, l',iirj'{ ft",.!i-riji); n S!,lllegi"ri:"|!r*lJ-r**1liLi.l ii{]ni. :'l iir-.f;r'.i 'ri :;,i flr,{:tri'i*toI: ft {F,ii !] i:i.,{} l"; l'tEr:'l -, .i:ii A-"rl,: . ..t;,-1,: :rli '' f'l I r'_ I i$t.i ,r'"1'!li,l ,.::,'i { i:-.. ,"i.4 ..:. . :, l:: i. --;i.r;..-l _\r1 jnfl j -,1!.ri l-iiJiit. i,!":!!-r!i i1.,rr .icLr r' :r,l , ar rr,ilz ; ,,1( :; : ../ !i.-:..J i i,r) (lrrl. qi'r'ti i1_ .,,,i.':r !',fiii.. r: d1i.-:-tl t iir.r' "B,lL V,r,i..t.i:Y jj.;r.rirl' i.iir uAri- { rli r :. llit r.l 1 ,l.l':{. ;f:.1i,1:; rl. j :. .'; ; lj 4 iii r.1 r.lil:lnLt, 'I lr,'.r 4 ;:i;;,,r:r:, l;iletri.',. iiSt-lr:fi ri":.:. ,a.,'+l? . .f i't-{:li.r'is.tor. i YF,ii {. ; . _:" ?1"7i; .;ilii,{:ii: I:ifinilU t{v ['--: jir t;Jt|t. ! Jt;rr .i," t|. \rrcJll l('4()-../ \- n .^ _,.l3o)tf {-,rU VLkL aF$"'Ii L; i:hrr:;f .;" . (1 r'i:'t i'ji:i{,"r: ii 1.'.ir- a:i:.i. 'tt.ii,j.'i i , . i;i rr!: l-i il.g-1:li:i..*{r itr:r:: ilf :it 'li!l i.),\",1(! $?+.if,j:j r^.i;t I .-. ..t .( .i; i ry rr :' _ .:.r: ; ' .\ -i;irr' i,,.;'.r{ l;;,ii,.. i}.: i'i {JJ' :a;illr:-;!'i/- t '.1.ji S lJ,..,t .i..r,rt.l ii.I. ,.,i ii;; i '!'l *fi!'illi; t r'1,:, .lf'-* i' " r:'l;:.,..i.,!.ei,r- t i I ' ' i'r '-; 'v ._1 " tr, i._,-:.i1Si: .:_. F i.!"'it,! - l; tfi;' i',56 s";* is ' ,: ,r't I r"::i:.'., -r.i:it?l+ AF/|>l'i' ir.iii t-i | , :':fl a|,t.i:.i',.ii_rl-t .i.. j,,', ;r;F:'ii :!")i,)iiit.tili ,' '" 1, r-' 1' , i.i;.r f,,i.li!|.t.' 'n|lfir.!ifr Ri(Fliii.:,I Itun i,5: 93"1 ffiil;i;. .€16,38 REouEsrOo"?il1"8['YBi'mFfl'g,i:3?-(}R: 6./ ta/e6 F.NBE AREffr trF t 'l Aetivity: 896-OO9q 6/16/96 Type: R-MF Address: 6OO UAIL UALLEY DR Locat i on : 6OtZt VAIL UALLEY DR. Far"ce I : ElOl_rDBt _L9_OA7 De scr'i pt i on : N0RTH[^JtrBDS * F-7 Applieant : NEDFO CUNSTRUCTION StatuE: ISSUED Constr-: AMF Oce: Rl Use: V t-HR E,hone: 3t2t347643O5 Flhone; 31134,7643115 Fhone: 949-f084 Owner': BRILLEMBOURG ARTURO - OCHOA HILD Fthone: Contractor': NEDBO EDNSTRUCTI0N Inspection Request Inf or'mat i on. . . . . Reqr-1s s; or: CARL - NEDBO Req Timer ttrBrtZttZt Comnents: LRTE AM F'LEA5E - UNIT F7 Items r.€qr,rerted to be InsperterJ,,. Actiorpfig,4men ime Exl ---::l tZrDAJq BLDG--Fr.am inu -.k--* Inspection History..,. Item: O0tEtlB FLDE-F A3/17 /96 Inspector': CD Act i on : AF,F R AF.F'ROVED Notes: F00TINE tlAS NOT INSPECTED EOEgra F,LAN-ILC Site F,lan EtglASO BLDG-Fram i ngl A6/il6/96 Inspector': ft5 tZtA64rA * * Not On FiIe * * tZtfiESE BLDB-Insulat i on EOA6O BLDG-SheBtr.ock Nai I EAAAB * * Not fjn File * * frOw7fr BLDG*ttlise. €'OABrzl BLDG-Fin.rl 6053er BLD6-Temp. C/A BA5J1 FIRE-TEMP. C/A BA53e F,W-TEr4p. C/n OO333 F.LAN-TEMF.. tr/tr 44537 F,[_nN-FINR|_ C/O raraSg& FIRE-FINAL C,/Cl rz'6539 F,W-FINRt_ C./0 ta054B BLD6-FinaI C/0 Action: DN NEED SPRINRLER TESTED ----t :--l Item r Item: Item: Item l Itern r Iterr : Itemr Itemr Item: Item: Item: It,!n,: Itt mr Ibpr: Item:Iten: em: O0tEtlB FLDE-Fonndat i on,/St eE I o o o o., Fll g 1i6'v 75 South Frontage Road Vail, Colorado 81657 97 0 - 47 9 -2 I 3 8/47 9 -2 I 3 9 FAX 970-47e-2452 Department of Community Development r-? April29, 1996 Ray Story Pierce Segerberg 1000 S. Frontage Road Vail, CO 81657 Re: Design Review Board (DRB) application (building addition for Brillunbourg) - 600 Vail Valley DriveNorthwoods unit F-7. Dear Mr. Story: The plans you submitted for a building addition of 576 sq.ft. (GRFA) to the condominium unit listed above has been approved by the Cornmunity Development Deparfrneut. You may now submit an application to the Building Division for a building permit. Ifyou have any questions, call me at479-2148. Thank you for your patience in the process. Sinc{rely,n | ,f )4rl I t 0 0bl-e.l Mg'ilq-'2 DominicT. Mauriello. AICP Town Planner f :Uoliioic\twtl€!calrJbdlrnwpd {j u"r"uoruo Project Application ,^," 4f 2lf q t Pro,ect Project Contact Name: Description: Person and - -J <)ob,{\lA;"" GLfAT-e*1,, enon. (In ,Y \Lr-u ' Lll L- 4L/ 3 3 Owner. Address and Phone: ?-^-rL/ f" llree'f , UtA) , ttJa(L.-.jl*r.', n 2olr * Architect Address and phone 2,a.* < d' .4 p);1 1 r.i,^/o ia{ -E ,? l,'Block g6QVa, / Legal Descraption: Lot //ai/c.t Dr,ve FitingJ-.5DO Commenls: Design Review Board Date Molion by: Seconded ,--.'APPROVAL )(------'D ISAPPROVAL Summary: / Town Plan ner ,tltnlllr o^rc, vll/7l"lto I '' {;"rApproval I. A. r.vt..i AllT /91 DESIOI REVIEW BOARD APPIJTCATTON . TOWN OF /'r DATE RECETVED: - DATE OF DRB MEETING: **rlrlrli**** PROiIECT TNPORMATTON: DESCRIPTTON: B. TYPE OF REVTEW: New ConstrucEion ($200.00) Minor A1 t.eraLion xx Addirion ($s0.00)Conceptual Review ($20.00) ($0) ********** D. ADDRESS: I.,EGAL DESCRTPTION: Subdivision Block a meets and bounds on a separate sheeE LrOL If property is described by description, please provide to this application. ZONING:€oo Hz Iegal and attach NAME OF APPLICAIqT:Mailing Address: F. H. I. ,f. NAME OF Mailing APPLICAI\ilT' S REPRESENTATIVE : Address: NAME OF OWNER(S): OWNER ( S I SIGIiIATT'RB :Mailing Address: APPIJICATIONS WIIfiJ NOT BE PROCESSED WITHOTTT OWNER'S SIGNATITRE Condoninium Approval if applicable. DRB FEE: DRB fees, as shown above, are to be paid at the ti.me of submittal of the DRB applicaE.ion. Lager, when applyinq for a building pennib, please identify the accurate valuatj.on of the proposal. The Town of Vail will adjust the fee according to the table below, to ensure lhe correcL fee is paid. FEE SCHEDUI.,E: VALUATION $ 0 $ 10,000 $ 10,00j. $ 50,000 $ 50, 001 - $ 150, 000 $150,001 - $ 500,000 $500,001 - $1,000,000 g Over 9L,000,000 DESIGN REVTEW BOARD APPROVAIJ EXPIRES APPROVAIJ I'NIJESS A BUII.'DING PERUTT IS IS STARTED. FEE $ 20.00 $ 5U. UU $100. 00 $200. 00 $400 .00 $s00.00 ONE YEAR AFTER FINAI' ISSUED AI{D CONSTRUCTION II. A pre-application meeting with a member of the planning staff is encouraged to determine if any additional application information is needed. It is the applicant's responsibility to make an appointment with the staff to determine if there are additional submiEt,al requirernents.Please note that a coMpLETE application will streamline the review process for your project III . IMPORTANT NOTICE REGARDING AIIII STIBMISSIONS TO EHE DRB: A. fn addition t,o meet.ing submittal requirenents, Ehe applicant, must stake and Lape the project site t.o indicate property lines, building lines and build.ing corners. All t.rees to be rernoved must be Laped. A1I sit,e t,apingrs and staking must be completed prior Eo the oRs site visit. The applicant must ensure that staking done during the winter is not buried by snow. B. The review process for. NEw BUIITDINGS normally requires two separate meetings of the Design Revi.ew Board: a conceptual review and a final review. C. ApplicanLs who fail to appear before the Design Review Board on their scheduled meeting date and who have not asked in advance that discussion on their item be postponed, will have their items removed from the DRB agienda until such t.ime as t,he item has been republished. D. The following itens may, at the discretion of the zoning administrator, be approved by the Corununity Development, Department sLaff (i.e. a forrnal hearing before Ehe DRB may not be required): a. windows, skylights and sinilar exLerior changes which do not. alLer Lhe existing plane of the buildinq; and b. Building addit.ions not visible from any other 1ot or public space. AL the tine such a proposal is submitt.ed, applicants must include leLLers from adjacent property owners and/or from the agent for or manager of any adjacent condorninium association stat,ing the association approves of the addit,ion. E. If a properEy is locaLed in a mapped hazard area (i.e. snow avalanche, rockfall, flood pIain, debris flow, !,reL1and, et.c.), a hazard study must be submitted and the owner must sign an affidavit recognizing the hazard report prior t.o the issuance of a building permit. Applicants are encouraged to check with a Town Planner prior to DRB application to determine the relationship of the properEy to all mapped hazards. F. For all residential construction: a. Clearly indicate on Lhe floor plans the inside face of the exterior sLructural wall-s of the building; and b. fndicate with a dashed line on Lhe site plan a four foot distance from the exterior face of the building wa1ls or supporting columns. G. If DRB approves the application with conditions or modificauions, all conditions of approval must be addressed prior t.o the application for a building permiL. T NAITIE OF PROT.]ECT: LEGAL DESCRIPTION: STREET ADDRESS: The following information is Review Board before a final A. BUIIJDING MAIERIAIIS: Roof Siding Other waIl Materials Fascia Soffits Windows Window Trim Doors Door Trin Hand or Deck Rails Flues Flashinqs Chimneys Trash Enclosures Greenhouses Retaining walls Exterior Light,ing Other IJIST OF MATERIAIJS BI,OCK 6L LOT-SUBDIVISION ry81 required for submiLtal to the Design approval can be given: TYPE oF !!ATERIAI., d[L.To [r,tATcrr\oIo*|+-\ Qx t=1t^rrp Cg',A.etz aT occ-a N.A. /\),A, N.A , U .4, L)'A, Desiqner: Phone: B.LAIIIDSCAPING: Name of PLAIVT t4ATERt: Bot.anical Name ".rr"i.*.7 Ouantitv Size* PROPOSED TREES AI\ID SHRI'BS *Indicate caliper f or deciduous trees. Minimum cal-iper for deciduous trees is 2 inches. Ind.icate height for coniferous trees. Minimum height for coniferous trees is 5 feet.**Indicat.e size of proposed shrubs. Minimum size of shrubs is 5 crallon. TVDe Souare Footaqe GROI r[D COVERS soD SEED TYPE OF IRRIGATION TYPE OR METHOD OF EROSION CONTROL C. LANDSCAPE LIGHTING: If ext,erior light,ing is proposed, please show the number of fixtures and locaLions on a separate lighting plan. rdentify each fixEure from the lighting pJ.an in the space below and provide the height above grade, t]ape of Iight, proposed, lumen ouEpuE, lurninous area and a cut sheet of the light f ixture. ( Section 18 . 54 . 050 ,l) D. OTHER LANDSCAPE FEATI'RES (retaining walls, fences, swimming poo1s, etc.) Please specify. IndicaLe heights of retaining walls. Maximum height. of walls within the front setback is 3' . Maximum heighE of walls elsewhere on the property is 6' . APPRCI,r=:; i-)l'" -:i :? -t.rlr.;; i i... r,. 51.i4 DIi: 1: 'i;: ,l )., qt?t ttt ) 0S L\"-re' .yal-p l:vrJq, orN r r.1 c1 + tqzllEN tElpLJ -o $lL t 2 -.1 trEX ,m f I T $ =o {-z I I I I t-l r'(t_:!6 \T _tY ," l''iti rll ti V 4 F'tl 4b Ci-S[t"-^!t ll -.S a \L l-l_ \ \i \ It -\ su{4 $[g rhL SE 1$\r v/,\\ NI ' ; i' '' st*.s .. ,-r I -..\\it 1+u s t\\,^J& .{ t- Comm ty Development Plan Rou t ting Form v uni Greg Hall, Public Works Teni Martinez, Public Works Todd Oppenheimer, Public Works Mike McGee. Fire Dominic F. Mauriello, Community Developmart Brillembourg addition fire sprinkler systern Proiect Name: 600 Vail Valley Drive. Northwoods Unit F-7 Furnish and install fre sprinkler system to Unit F-7, enlarge basement level bedroom, enlarge and convert attic to bedroom, bathroom, and storage, Projcct Description: Approved Denied (cite detailed reasons) X 1q]proved with conditions atr rrrkltf -zL- f:'.eEryone\domvoutform Nebl 4lxrrz-q(tT Ta d?An .7al-p\..l rJq, ol.J r N ar i tqzl+EN EElp,.J r z-a -\ CD €I u ll F a- ..\ i\ '. \ .---1 -! I .Z NT l=a o.s EP :-\ +r .t NorarHNaoDS UNfT T 1 Titr'=r Fl-o.,a E:srrz.l /p;e,o=o ,., --- aoo Gb.aqEF 6r,FA '- 1.. -II t- l.t It \il N \ N \ \ From: Art|.ro Br'llcnbourg Io: Rolly Nedbo Oate: 4l1'9B fime: 2;19;20 Pf N ORTHll'OODS C()NDolv Nt r.r M Asso(: lATloN P,O. Box l2 3l YaiI, Ciolorado El65t '"'*:1-o'i5;i-'r'.', April I, 1996 'fo the Town of Vail: The lbllorvurg unit rcnrodelings havc bwn approved bv lhe Architeslural Review Committee ol' Northwoods Condominium Association. r ljnit - Altl - 'l'llee balconl' enclostres. erlensrve renrodeling of the unit ancl a remodeling cf the loft including the addition arrd a barhroom and a closet. r Unit - B- l 5 - One balcony enclosure and kitchen remodeling. r Unit - E-6 - One balcony enclosure in a bedroom. r Unit - E-12 - Three balconv enclosures and kitchen remodel. I Unit - F-7 - Exfension of first floor to include ski locker and extension of bedroom. Conversion of mezanine level lo add a bedroorn and baths. including the addition of a dormer to the roof and an exterior stairwal'. I Unit - F 8 - Extension of first floor to include ski locker and extension of bedroom. Conversion of mez-.anine level to add a bedroorn and baths. includine the additiol of a dormer to the roof and an exterior stairwav. Approval of these projects are conditional on the owners follorrirrg the Procedures for Approval of Architecfural Changes Requested By Owners established bv the Association. Yt-lurs. Arnrro Brillembourg President Page 2 ol2 t TOWN OFVAIL DEP RIIIE:\T OF COILIIIJ\TN' DEITLOPJTTETiT A.I'DRESS PE OJECT CEECXS MADE PAYALE TO TO\T}I OF v IL 0I 0000 4t510 ZONTNG .A.ND ADDRESSTiAPS s5.00 0t 0000 42415 UMFORN{ BUILDINGEODE s54.00 oI 0000 424t5 UNI FOR.L' PLTIJ\,'BINO CODE s39.00 0l 0000 42415 TINIFORM IUECFIANICAL CODE $37.00 ot 0000 41415 UNIFORN{ FIRL CODE s36.00 rrl 0000 4:415 NATIONAL ELECTRICAL CODE s37.00 ol 0000 41415 OTIIER CODE BOOK- oI 0000 4t5J8 BLUE PRINTS (MYLARS 57.00 ot 0000 42.112 X-LROX COPIES s0.25 0r 0000 42412 STUDIES ot fi)00.1:412 TOV F E E S CO]\4 P U TE R PRC€=ITA-I\,I s5.00 0t 0000 4li7l PbNALTY FEES i RE-INSPECTIONS oI oooo.llji:PLAN RE\'']E\V RE.CIIECK FEE f94O PER HR.0I 0000 42_132 OFF IIOURS.ItiSPECTION FFI,S ={ ol 0000 41.11 2 CONTRACTORS LICENSES FEES =l 0l 0000 41.+li SIGN APPLlC,\TION FEE s20.00 0l 0000 4t413 ADDITIONAL SICNAGE FEE {SI.OO PER SO.FT: _llJ-a€ee.I1Ja0 VTC ART PROJECT DONATION I or 0000 4l i3 I J]R.E PAID DESIGN REVIEW BOARD FEE ?fi,oa TT-IrtOU4:f 7l INVESTIGATION FEE (BUILDING il OOO0 rl5l l0 TOV PAR}iINC FUND ut 0()00 ft0l7 TOV NEWSPAPER DISPENSER FUND * or ou00 tI I Il T,LXABLE d. 1 .52 (STATE)t el 0000 41010 [,L\ABLE@1.02 (TowN ot 0000 4:i7l B UILDIn-G INYE STJCA TION or 0000 4l _1i0 AIJDI I IO.-"AL CRFA "]50's200.00 or 000041jio CONDII -IONAL USE PER,\{IT s200.00 I or 000041ji0 I I Or 000041330 i EXTERIOR ALTERATION ILESS THAN IOOSOTT _ s200.00 s500.00 UI UUUU 4I JJU SI'ICIALDtvt,LOPI,IENTDISTRICT INE\\N s 1.500.00 0t 0000 413i0 SPECIAL DEVELOPMENT DISTRICT I]r'IAJOLAIvIEND s1.000.00 ol 0000 4 l3i0 SPECIAL DEVELOPMENT DISTRICT I'MINOR AMEND s200.00 0r 0000 4ti50 SUBDIVISION s 0r 0000413i0 VARIANCE s250.00 ot 0000 41330 ZON]NG CODE AMTNDMENTS s250.00 or 0000 413_10 Kb. ZONINC s200.00 OTHER OTHER cAssr t r*,17n[?-7t6.6s1 tsc-aYz W NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT MF BUILD PERMIT Permit #, 895-0274 APPLICANT CONTRACTOR OWNER Description: ADDITION 207 SQUARE FEET Occupancy: R1 Type Construction: V 1HR Type Occupancy: Valuation: Fi raptace IntorDation: Restr.i cted: NEDBO CONSTRUCTION P O BOX 3419, VAIL CO 81658 NEDBO CONSTRUCTION P O BOX 3479, VArL CO 81658 BRILLEMBOURG ARTURO - OCHOA 2824 O ST NW, WASHINGTON DC 75 South Frontage Road Vail, Colorado 81657 970-479-2 I 38/479-2 I 3 9 FAX 970-479-2452 Job Address Locati-on. . . Parcel No..Project No. 47 ,500 600 VAIL VALLEY DR NORTHWOODS F-8 2101-081-L9-007 PRJg 5 -016I HILD 20007 D e p a r t me nt of C ommunity Status. . . AppIied.. Issued. . . Expires. . Development I S SUED 08/30/ree. 0e /07 /Lee|-03/05/Lee6 Phone: 3034764305 Phone: 3034764305 MuIti-Family Not in table! dof Gas App I i ances: Add Sg Ft: 2O7 fof Gas Logs:40t l.lood/Pa l, Let: i*tr*****************************Jc**********************#(** FEE SU1414ARy **************i***********ffi*****J.********************** Bui td ing-----> P Lan Check---> Investigation> Uil,L Cat l,----> 476.00 309.40 Restuarant Plan Revi eu--> DRB Fee-------- .00 Recreation Fee----------> .O0 Totat Catcutated Fees---)1,295.10 .00 1 ,?95.10 1 ,?95 .1O 50. @ 207.00 250.00 'l,295.tO Additiona( Fees---------> TotaI Pet.mit Fee--------> Payments *********#*****ffit*****fi********************************fr******************t***************ffiJr*******t*******i*********tt 3.00 Ctean-Up Depos i t--------> TOTAL FEES----- Item: ,O51OO BUILDING DEPARTMENT Q8/3I/I995 DAN Action: AppR Iterni'.05400 PLANNING DEPARTMENT 98/37/\995 LAUREN Action: ApFn ItE.mI'.O56OO FIRE DEPARTMENT 08/31/1995 DAN Action: eppR Itb-m:'.05500 PUBLIC WORKS O8/3I/I995 DAN Acrion: AppR BALANCE DUE_-_ Dept: BUILDING Division: Dept: PLANNING Divi_sion: Dept: FIRE Division: Dept: PUB WORK Division: *****t*****ff**i*f********fff****************************i*i****************t***************ffi*H*********tr*****l*ffi**** See Page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I herrby acknol,tedge that I have read this appl'ication, fil,ted out in futl, the information requi red, compl,eted an accurate ptot ptan, and state that atl the information provided as required-is correct. I agree to compl.y with the infornation and plot pl.an,to compty !,ith att Town ordinances,and state tavs, and to buiLd this structure according to the Tovn's zoning and subdivision codes, design rev'iev approved, l.lniform Buil.ding Code and other ordinances of the Town appticabl,e thereto. REoUESTS FoR INSPECTTONS SHALL BE ttADE TUENTY-FOUR HOURS lN ADVANCE 8y TELEPHONE Ai 479-213g ox AT Send Clean-Up Deposit To: NEDBO {; *""r"rro r*r* SIGNATURE OF OI.INER .*ffiWq,lW"WIL *************************************************************** 75 South Frontage Road CONDTTIONS Department of Communiry Development ledr@lbr&offiofr-o2?4 as of 09/08/95 sr,atus: TSSUED **970-419-2tsryv69************************************************************** FAX 970-479-2452 Permir Type: ADD/ALT MF BUrLD PERMIT Applicant: NEDBO CONSTRUCTION 30347 54 3 05 Applied: 0B /30 /t995 Issued: A9 /07 /1995 To Expire: 03/05/1996 Job Address:Location: NORTHWOODS F-B Parcel No: 2101-081-19-002 Descript,ion: ADDITION 207 SQUARE FEET Conditions:1. Alt materials to match existing 2. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.3. SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AS PER SEC.12O4 OF THE 1991 UBC.4. A STRUCTUAL ENGINEER WILL BE REQUIRED TO APPORVE ANY CHANGES IN FRAMING BEFORE BUILDING DEPARTMENT WILL OKAY FRAMING.5. FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. {g """r"uoouo **************************************************************** TOWN OF VArL, COLORADO Statemnt **************************************************************** statemnt Number: REC-0066 Amount: 1,245.40 09/08/95 08:13 Palrment Method: CHECK Notation; *L0492 fnit: LRD Permit No: Parcel No:Site Addrese: Location: This Paynent Account Code 01 0000 41310 01 0000 4L332 01 0000 22002 30 0000 45032 01 0000 41336 895-0274 Type: 2101-0 81-19-0 07 600 VAIL VAILEY NORTHWOODS F-8 ADD/ALT MF BUILD PER t r295 .40 1,295.40 .00 Amount 476.OO 309 .40 250.00 20?.oo 3. 00 A-MF DR L ,245 .40 **************************************************************** Total Fees!Total ALL Pmts: Balance: Descr5-ption BUILDING PERMIT FEES PLAN CHECK FEES CLEANUP DEPOSITS RECREATION FEES WILI, CAIL INSPECTTON FEE NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: 895-0182 75 South Frontage Road Vail, Colorado 81657 970-479-2 I 3 8/479 -2 I 3 9 FAX 970-479-2452 E tcctf i cat--> DnB Fee Investi gation> i., i tl. cal,l,---> TOTAL FEES_-> D epartme nt of Community D evelopment Job Address Location..: Parcel No..Project No. 54.00 .00 .00 3.0Q 57.00 600 VAIL VALLEY DR NORTHWOODS BLD F8 2101-0 81- 79-007 PRJg 5-0168 ISSUED o8 /30 /Le95 0e /08/7e9s 03/o6/Lee6 Status. . .applied.. fssued. . . Expires. . OWNER CONTRACTOR DOUBLE Q ELECTRIC P O BOX 975, EDWARDS CO 8L632 Description: DDITIoN APPLICANT NEDBO CONSTRUCTION P O BOX 3419, VArL CO 816s8 CONTRACTOR NEDBO CONSTRUCTION Phone z 30347643A5 Phone: 3034764305 Phone: 3039263675 Valuati-on: 57 .00 .00 57.00 Paynlnts------- BALATICE DUE----.00 P O BOX 34L9, VAIL CO 81658 BRTLLEMBOURG ARTURO _ OCHOA HILD 2424 O ST NW, WASHTNGTON DC 20007 2,500.00 lr**ffiffi***********t*'ht*****}******ffiffi*****ffi*lHr* FEE SUlltttARY *lr***rHr#ff**H*****ffi***f*ft*******ffi**************** TotaL Cal.cutated Fees---> Additional. Fees---------> TotaI Pernit Fee--------> ***ffi**********i*lr*******rtrffi******t**ff***ffi******ffi**#*t*ffi****ff***f***********trlrt*ffi******ffi***ir**ffi#*ffi********* ftem: .06000 ELECTRICAL DEPARTMENT 08/3I/7995 DAN Acrion: AppR Dept: BUILDING Division: ffi***t***Jrt"ffi********ff't****|k'tt****r**trlr**ff#*****s*ffi****ffi***********ffi**t****ffi*****ffi*firr*##**ff***** CONDITION OF APPROVAL ********tt*J*ffi*ffiffi*****************ft*ff***********#*#*************ff******ffiffi***********'r***************** DECLARATIONS I-hereby acknovtedge that r have read this lppl,ication, fitted out in ful.l. the information required, compteted an accupate pl.ot pl'an, and statc that att th. informtion provided as required. i.s correct. I ag.ee to conpty iith tire iniormation and ptot itan,to.comPty vith att Tovn ordinances,and stetr taws, and to buitd this structur! according io'ttre iown;s ioning ano subdivision codrs/ design revier approved, Lrniforn BuiLding codr and other ordinanc.s of the Tovn appticabLe thereto. REOUESTS FOR INSPECTIONS SHALL BE IIADE TI,IENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-213E OR AT OUR OFFICE FROI{ E:OO A 5:OO PI,I {p *tn"uorut, o **************************************************************** TOWN OF VAIL, COIJORADO Statemnt ********** Jr***************************************************** Statemnt Number: REC-0066 Amount: 57.0O 09/08/95 O8;L4 Palrment Method: CHECK Notationz *L0492 fnit: LRD Permit No: 895-0182 Type: B-ELEC ELECTRICAL PERMIT Parcel No: 2101-081-19-007 Site Address: 600 VAII VALLEY DR Location: NORTHWOODS BLD F8 Total Fees:57.00 Total ALL Pmts: Balance: !k*************************************************************** Thie Payrnent Account Code 01 0000 4I3t3 0I 0000 41336 Description ELECTRICAT PERMIT FEES l'flLL CALL, INSPECTION FEE 57 .00 s7 .00 .00 Anount 54.00 3.00 TOWN OF VATL CON PERMTT APPLTCATTON FO ***** 7-l-Building I i-pturnbing rx-Erectricat [ ]-Mechanibal [ ]-other tou N"roer /r,'/{ =- Job Addretgr, f t c-l ir f l',rt[.'tlrffi Lesal o".:Ii,l:l"n; r"j- :1o:Irr rtttffJ'- - =-*uuK{ilr,i* - e e'ftt f 'b vwrrErE rtcrrus;\ , ,rr, ^ r,,nru"r rr,rrffirr.r. I{ork Class: [ ]-Ne!r [ ]-Altqpation Number of Dwelling Urrits , &l ^ |pnber .rd,Tfpj,-of_ rireplacFs: cas [* * * * * * * . f(i aF'/il* rk' /. Y.{.* * * * * Architect: General Description: BUILDTNG: Address: Electrical Address: * * * * * * * * * * * * *7*7 L"*?*f, *9.9* *. L"rn o-f VaiI Reg. No..')ifIl Ph. f7[- ye3'a or- f a lx-Addittonal [ ]-Repair [ ]-other Nunber of Accommodation Units: Appliances cas Logs-- lrood/pell "[-fu VALUATION-S * * * * *. * * * * * * * * * * * * * * * * * r * * * * * ** * * *az:zr .c(,, OTHER: $ TOTAL:-o "'/ 7 FORMATTON Phone Nurnber: Contractor: Tonn of Vail: Req. NO.Phone Nurnber: Town of U.t, **l Phone Nurnber: ******************************** FoR oFFrcE usE ******************************* Town i.rf vait Reg. No. iiC I Phone Number: -t'3L 34-tf: Plunbing Contractor: Address: Mechanical contractor: Address: BUTLDING PERUIT FEE: PLUMBING PERUIT FEE! I'fECHANTCAL PER}IIT FEE: ELECTRTCAIJ FEE: OTHER TYPE OF FEE: DRB FEE: BUTLDING PI,AN CHECK FEE: PLITI.IBI}IG PI_,AN CHECK FEE:I'tECHAlifCAL PIAN CHECK FEE: RECREATION FEEI CLEAN-UP DEPOSIT: ?_DT TOTAIJ PERUTT EEES:.IO.I.AIJ PERI'TTT 9EEs: ,, B'TLDTNG: //,..t, sfcNATt RE: Va* ZONING: STGNATT'RE! Address: PLIIMBING: $ I*********************fEeneral contractor: I comment;: -- CLEAIT UP DEPOSIT NEFI'IID o NoP{rluhoDe ry ftr,(,*bw1 * * * * * * * * * * * i * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * I TOWN OF" VAIL, COLORADO Statemnt \J *****************************r,********************************** Statemnt Number: REC-0061 Amount: Payment Method: CK Notation: PRE-PAID DRB so. oo oe/zt/ss 1s:34 Init: DS t*s 50.00 **************************************************************** Permit No: Parcel No:Site Address: Location: Thie Paynent Account Code 01 0000 41331 895-0274 Type: A-MF 2101-081-19-O07 600 VAIL VAIJLEY DR NORTHWOODS F-8 ADD/ALT MF BUILD PER Total Fees: Total- ALL Pmts! Balance: | ,295 .40 s0. 00 L,245 ,40 Descript,ion DESIGN REVIEW FEES Amount 50 .00 c)o z U){a o =o z T rn F ={ --I J o (! m la l_o :!r -.{ .D X,T ig Po ho .J 1C o<l1 ^-!o .!1 (io >l 40 mr+o -n rl m + <mE l--i BF= Ii +:e l;2== l-'Qi" l; =' lxl l=li I1l iE _Tr -o Or- z= 22 6c),z i lL>Jl)j ? o Z(\ >= R<z\--.1 \ / g> \J> o z;--l c 3=a)=-1 Z 5?1; >: -ro o> 9."--{ m nz >m -t>or- I :m o --l €2 m I z m ltr --:2t'ol zl r-q\nl\gl lE I t3 |lo-lo F I "l,x to I tE I Ir'l I!1 I Ni o I t\, l lt\I t-. -t m t-m €z -n F It m z I 3 o t z I r m z m a- rn lI IF |fi lz tr tl I n = n) H o € o Q" -t m t- Fl 5. I 5. (]) OF €F zl o{nir <4.>qr Ft H#r/{zQ OT 'I rFl Fi. (D a Frr 5il LN B.IQ Frl I l-r lo l{ lz o IT F It m F, z o I f - a -{ rr .I - rt t. = _0 ..,/) -1 t- m I o|<2 :bt>itrt<bl-{ lg l:E P FII: J kr, lF.l@ lF) ollel tNL @,F ['r in l+. lrt N] IQ, €lO lFl d!l lo (,)trrl {J) l-r lt!(rr lt In IrDP.SlolF {J)rrtF (J)lio 0ol ip roF (,z --{ 'l m m lcn I lor liTi O 15T lo' <lo zr lFl \.,,| 'Tl !-o -m *o3 -{ (D m x m .It -{ (J z C- @ a =m 3rl ---r I I oro-(OO-T a3E oqo -oo e d.< R AP l=F -R{€Io =-O-fD(o *6(D o:1 f =*-R!- i56 ;- <+rDre x o-o = P-**b J !-6'dilq'+=D ! o! -f +i;.o=' gis {9P o,dr = s.: l /.\ =;5'-t s:r ioo : E.i q:5 ^X=.ija3 Etd D-O 0)t I o E. :t c o c !t o o =' o -{ € at, N f q) l c 9.o o o I o (o o s.o € o c f 3 E. 5'(o o o o l J o r- >z H rl H N .{ t\\) ,f .\ I \il ^ o I a m r 'n z -l I m €z m t ^ l6 l I l +- I i @ :z o o i z >r m f,] =a z m m m o z -l c --l fro<>'n -o -lm :9 xo 6l I I !fir 6 -.1 .: 2 ;(/' i I ---t- l I d t,! ir ar - L'-; "!--- z z ; L^ i.!i -J------] z >I e8 ITI ^+7>A Eo -i(h lr1 :lh a a') =--t---'r tlt .i -r I >l j Fl 'ci , ml I tl l t? : -l m -t z rt 0 : z :o !I I FI o c _0 :o c -.t o z ON =F,r-l : .! 1l 1F i o >'n 4r a x x'6 ;r q I '-o - A n x-- ! ts c ;o: = .';z I ^oo o X- z z 6-{FO .,x I- n< I z z F (D F z o z I m a z z z 6 --l i --t m =lrD brF 2t,n "'lrr o:0) rl lto I lF. I l\o I tl I -.{ r m to 3 f -n m m a { c)p C o m x o t-m >z t o m 'tt g m q z m m { m o z -n m m m o z c o z m m I o z o m c)I c = m n = = m 3 =-Tl m m (t VALUATION 't) m 3 =z o =m z 6 t- l-c g z m m o { c) c z c) s\N) t.)! I I I I I I I I lJl s |.rl J N tr'l t\ l lfl ffi7t x 0l* lsa [) - m{, : Q3to .--) ,Ll t-TOWN OF VATL CONSTRUCTION PERMIT APPLICATTON TORM o*nz g/st /f J Address:xrff il,-rr,, Ph. work class: [ ]-New ?c-atteration [ ]-Additional t l-Repair [ ]-other Nurnber of Dwelling Units: /Nurnber of Accorunodation Units: 1 ^ , APPLTCATTON l.tUST BE FTLLED OUT COMPT,ETELy OR rr !,rAy NOr B$FfeEt'rld It***************************** PERMIT INTORMATTON ********** ** ******** **** * ** **fl ,-. fil-Building [6]-Plunbing [dJ-Electrical. I J-Mechanlcal [ ]-other Job Narne:Job Addressz 100 /L,'/ //a/l Legal Description:I,ot Block_ Filing Owners Namez /; Architectt l)A ceneral Description: Electrical Contractor: Address: Plunbinq Contractor:Addressi al) 'll-lz-l Mechanical Contractor: Address: BUTLDTNG PI,AI{ CHECK FEE: PLI'}IBING PI.AN CHECK FEE 3 MECHANICAL PI,AN CHECK FEE: RECREATION FEE: CI,EAN-UP DEPOSIT: 4b4'/5- ZONINGS STGNATIIRE: Town of vail Reg. -NO. ft-\-F Phone Number: q*7-/4os '-? Town of VaiI Reg. NO. / 03- P ' Phone Number: %? -t7{ ? Town of Vail Reg. NO. Phone Number: ******************************r*FOR OFFTCE USE ******************************* BUTLDING PERMIT FEE: PLT'MBING PERMTT FEE: },IECHANICAL PERMIT FEE: ELECTRICAL FEE: OTHER TYPE OF FEE: TOTAL PER!{rT_IEES: 10.s2 Ao BUTLDTNG: ,f ,,: ^lL / 1/' 7:7 7 SIGNATURE: CLEAI{ I'P DEPOSIT REPIIND TIO:/o,J Ct ** -tr"'. Htr xl F _ (11 L;F i) '\ cr I -YJ Es'5E= -E cr dE ..:3 n x $ o fr tt =CL CIl l I iEH I;;L; ;is ri ai ;Eengra pE_Efg"j:j EiilEii iEiHiiE {3e-e.S'=ii? ]r..t .rl >o eFl o3 a trt rE flt ,r n' 6+xO rF O o s ts lrt X f)\ ;." (^ \.{ 1\" 1$ =--*-.-a m lo r0 r 7 g X o 'Tt --n f)f-f'l (;)o -T' o-{\ t\)or1 { J-' .J' I d1 XJ F r {r1 ?,:* cs o (r q) >i5 t,:*EP - L'J 1T rfi 7 {t' v .d {11 rc $t ilF r;.1 ,5r -f |n P ,*42t oIb 7i )i ro 4a p, ftl :qI r$ >z o ftY .#!€ ! i T,i"'\i f;g$Z 'r7fr ola N P Y.'^I ;l'F9 C 2 \ G *J t {:} d._..t --.r,i:t r;. 1 qJ FfH c^ >f;ifr s P P;< F I ,'rl ,i- I v v f) rl f i)n_.,- t'-* I s fn 7 s ? g T ftr F Tt"Ko t. 'l>fi'r ^. iTi ,\, c\ t^l N- rt @ e r t-. fn 6 o N o >U\UT (7c) r= q>nr CF l. tl () ";I att''l1: ;" I ri*.' r, I 1,. te E .,.,* / /-,tl I l_J* X,q ir) >t't l- lll (r U P);p; t ,\t", ''its 'd?.)r Fn a-.m:'4 Y\''r (o tl ;fisnu ;F!rq ,'>-o 1 br Q<= f,i'6 E'"lx ::Fd -rn t/ a zi nr P.faq _l {-rC )o o,'rrV if url TJF b:.:J FV rn x .l n P F J o fiT "-l 7l fl LI u) r-l-:.rn 5 t|t r5 (: frJ "() )-\ =:: Z r-'-I 7 l_ s e Q) F t n I ) (h ; P r a/t 4 2 p l!o firu n Ti T> 7 I .rf-- -J /-,f\ .:.- L t-fi v L---' -...i rrl .F L-l 4 -z <..tt Plan Review Based on the 1991 Uniform Codes NAME: BRILLEMBOURG REMODEL DATE: 9-l-93 ADDRESS: 600 VAIL VALLEY #F-7 CONTRACTOR: LAIRD CONST VAIL,COLORADO ARCHITECT:NONE OCCUPANCY: R-l ENGINEER: NONE TYPE OF CONSTRUCTION: V-IHR PLANS EXAMINER: DAN STANEK CORRECTTONS REQUTRED The items listed below are not intended to be a complete listing of all possible code requirements in the adopted codes. It is a guide to selected sections of the codes. The following is not to be construed to be an approval of any violation of any of the provisions of the adopted codes or any ordinance of the Town of Vail. I. FIRE DEPARTMENT APPROVAL REQUIRED BEFORE AI.IY WORK CAN BE STARTED. 2. SMOKE DETECTORS REQUTRED rN ALL BEDROOMS AS pER SEC.1210 OF THE 1991 UBC. 3. ALL PENETRATIONS IN FLOORS,CEILINGS, AND WALLS TO BE SEALED WITI{ AN APPROVED FIRE RATED MATERIAL. 4. FIELD INSPECTION REQUIRED FOR CODE COMPLIANCE. 0 ,,,,)' I0 INSPECTION REQUEST VAIL PERMIT DATE READY FOR LOCATION: NUMBEF i PBOJECT INSPECTION: ,' / ,owN oF / ,! .i l, {i;).y.^. 6: OF MON CALLER TUES WED THUR 't '" 11i, -1 t- BUILDING: D FOOTINGS / STEEL PLUMBING: O UNDERGROUND ,F.hOUGH i D.W.V.tr FOUNDATION / STEEL AMING -...-knoucH / wATER - ROOF & SHEER .- PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL / H. TUB O SHEETROCK NAIL C FINAL tr FINAL ELECTRICAL: O TEMP. POWER MECHANICAL: O HEATING ROUGH tr EXHAUST HOODS CONDUIT tr SUPPLY AIR O FINAL tr FINAL IJ OVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED DATE t'INSPECTOR ,, .' "1' Ll^)t"/- _., I ..'1 PERMIT,NUMBER OF PROJECT ,J i, , ; i,-t,oerc ' l'--i:z- JoB NAME INSPECTION , TOWN OF -i ' ,,r'1)Ai, REQUEST VAIL CALLER ,' .- / ; ,. /'i 9r Ct'-,i READY FOB LOCATION: INSPECTION:TUES WFD THUR , ,li' , ) AM ;-PM MO\ tl ' BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDEBGROUND tr BOUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEE. tr FRAMING - ROOF & SHEER " PLYWOOD NAILING D GAS PIPING D INSULATION tr POOL / H. TUB SHEETROCK NAIL D FINAL tr FINAL MECHANICAL: tr HEATING D ROUGH tr EXHAUST HOODS O CONDUIT tr SUPPLY AIR tr FINAL OVED RRECTIONS: tr DISAPPROVED D REINSPECTION REQUIRED DATE INSPECTOR i -'.- / / \\,LJI\ )INSPECTION REOUEST I D REINSPECTION REQUIRED PERMIT NUMBER OF ROJECT ,l JOB NAME DATE READY FOR LOCATION: |NSpECION: MON rUES wED lrun ,-:i_nr ' -----< Alvl-, pM ,',.r,, r._),'. \ i,.,i,,., 0T, F-=* -' 5t,,APPROVED CORRECTIONS: tr DISAPPROVED TOWN OF VAIL CALLER BUILDING: tr FOOTINGS / STEET PLUMBING: D UNDERGROUND EI ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEEL O FRAMING - ROOF & SHEER - PLYWOOD NAILING O GAS PIPING tr INSULATION D POOL / H. TUB O SHEETROCK NAIL tr tr tr tr FINAL tr FINAL ELE trT ct, F OC tr- CTRICAL:MECHANICAL: TEMP. POWER tr HEATING ROUGH tr EXHAUST HOODS CONDUIT tr SUPPLY AIR tr FINAL tr FINAL ),i DATE INSPECTOR I PE THUR .. FRI rNs CTION REQUEST TOWN OF VAIL PERMIT DATE _ N i MBER OF PROJECT U I I '- JoB NAME INSPECTION:MON CALLER TUES WED READY FOR LOCATION: AM BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D,W.V. .tr ROUGH / WATER tr FOUNDATION / STEE- E FRAMING tr tr ROOF & SHEEB PLYWOOD NAILING tr GAS PIPING INSULATION N POOL / H. TUB tr SHEETROCK NAIL D tr o tr FINAL O FINAL ELEGTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr o n ROUGH tr EXHAUST HOODS CONDUIT O SUPPLY AIR tr tr FINAL tr FINAL APPROVED CORRECTIONS: D DISAPPROVED tr REINSPECTION REOUIRED DATE INSPECTOR ! ^ -INSPECTION TOWN OF REQUEST VAIL {,3 i[] PERMIT NUMBER OF PROJECT DArE [t \6Jr rJ READY FOR INSPECTION: LOCATION: JO8 NAME , \\,i CALLER BUILDING: O FOOTINGS / STEEL PLUMBING: D UNDERGROUND tr ROUGH / D.W.V. D ROUGH / WATER tr FOUNDATION / STEEL E FRAMING rr ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING E INSULATION tr POOL / H. TUB tr SHEETROCK NAIL ELECTRICAL:MECHANICAL: tr HEATING ROUGH O EXHAUST HOODS CONDUIT tr SUPPLY AIR tr APPROVED CORRECTIONS: D DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR -). I /',,,,a ", I L/l/ -'/ | *. - INSPECTION TOWN OF REQUEST VAIL -, PERM DATE ");M RO NAME CALLER tuhb THUR READY FOR INSPECTION:MON LOCATION:'i't i) /r, ./1 (h (t' 7t ,. BUILDING: tr FOOTINGS / STEEL PL tr D tr tr tr tr n UMBING: tr tr LJ tr FOUNDATION / STEEL UNDERGROUND ROUGH / D.W.V. HOUGH / WATER FRAMING ROOF & SHEEB PLYWOOD NAILING GAS PIPING INSULATION POOL / H. TUB tr SHEETROCK NAIL g,FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr tr tr ROUGH tr o tr EXHAUST HOODS CONDUIT SUPPLY AIR tr FINAL tr FINAL TPPROVED RRECTIONS: D DISAPPROVED tr REINSPECTION REOUIRED 71/DATE INSPECTOR *Fs,*