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Home My WebLink AboutVAIL VILLAGE FILING 1 BLOCK 2 LOT D UNITS 410 420 CHATEAU CHRISTIAN TOWNHOUSES COMBINE 2 UNITS SIEGEL LEGALDepartment of Communiry Development 75 South Frontage Road Yail, Colorado 81657 970-479-2 138 F)tx 970-479-2452 www.ci.vail.co.us Mr. James R Morter, FAIA Morter Aker Cole Architests 2271 North Frontage Road Wesq Suite C Vail. Colorado 81657 Re: Units 410 & 420, Chateau Christiania Dear Jim, As requesteq I have researched your question regarding the impacts of combining Units 410 & 420 nthe Chateau Christiania on the other unit owners within the building. I understand it is the desire of one owner to combine two top floor units into one. I further understand that in order to facilitate this combination that a portion of common hall space between the two units would bc converted to livilg area. Any addition of GRFA in a Special Development District is considered a major arnendment to the Special Development District. As such, it requires Planning and Environmental Commission review and two readings of an ordinance at Town Council. The Town of Vail cannot foresee any negative impacts to other units within the Chateau Christiania. Should any other owner within Chateau Christiania choose to add GRFA, the process would be the same, and tbis application will have no impacts on any owner to improve his or her unit. Should you have any questions, please do not hesitate to contact me at 97 O-479-2145. I would be happy to discuss the process with you in furttrer detail. Sincerelv. )-tfJ^*"f Kr*/*^a George Ruther Chief ofPlanning Tovrn of Vail tpt"n"uo'o'u DE'ARTMENT oF coMM"t DEVEL''MEI|^}*:?' .. TO\^/NOF VAIL 75 S. FRONTAGEROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES ADD/ALT MF BUILD PERMIT Permit #: 802-0059 |ob Address.: 356 HANSON RANCH RD VAIL Status.....: ISSUED Location...,..: 356 HANSEN RANCH RD Applied...: 04/11/2002 Parcel No....: 210108243007 Issued ...: 04/22/2002 Project No...: Expires...: t0/19/2002 oUNER srEGAL, GArL s. o4/tL/2oo2 phone: 1526 BAY BLVD ATLAIilTIC BEAEH NY 1l_5 09 License; CONTRACToR NEDBo CoNsTRucTIoN o4/L7/20o2 Phone: P.O. BOX 3419 VAIIJ , CO 81_658 License: 251-A APPLICANT NEDBO CONSTRUCTTON 04/LL/2002 phone: 970-845-1001 P.O. BOX 341_9 VArIJ, CO 816s I Llcense; Desciption: INTERIOR NON-STRUCUAL REMODEL (demo) Occupancy: Type Construcfion: Type Occupancy: ?? Valuation: $20,000.00 Fireplace Informahon: Restrictcd: Y Investigation- > lVi.ll Call---> Wood Pellet: Buildfurg----> 9245.00 Restuarant plan Review-> Plan Check--> g 159 - 25 DRB Fee---------> AddSqFL 0 # of Gas Appliances: 0 # of Gas logs: 0 # of $0.00 Total Calculated Fees--> S4O?.25 So. oo Additional Fees------> S0,00 RecreationFee---------,--> $3 - 00 Clea-n-up Deposit------> $0.00 $0 . 00 Total Permit Fee-----> S40? . 25 $0 . 00 Payments----------> $40? .25 TOTAL FEES---------> 940?.2s BALANCE DUE-----> Approvals:I€dm: 05100 BUfLDING DEPARTMENT O4/LA/2jO2 JRt4 Acrion: Ap rt.Em: O54OO PI,ANNING DEPARTME}ilr ftem: 05600 FIRE DEPARTMENT ftem: 05500 PUBLIC WORKS $0.00 **'**'*******************:t**rnt***.k*************************.*******.119-t*1....-********'r*'r*'r*******!t*!r* CONDITIONS OF APPROVAL Permit#: 802-0059 asoI04-22-2002 Status: ISSLIED *********rr*rri*********************:H<:H<****ir***rntri************************lr****************************** PermitType: ADD/ALTMFBUILDPERMIT Applied: 04/11./2002 Applicant: NEDBOCONSTRUCTION Issued: 04/22/2002970-845-1001 To Expire: 10/1.9/2002 Job Address: 356 HANSON RANCH RD VAIL Location: 356 HANSEN RANCH RD Parcel No: 210108243007 Description: INTERIOR NON-STRUCUAL REMODEL (demo) 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.310.6.1 OF THE 1997 UBC. Cond:1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQIJTRED BEFORE ANY WORK CAN BE STARTED. See page 2 of this Document fo, ut or',aitions that may apply to this ,trt DECLARATIONS I hereby acknowledge that I have read this application, fiIled out in full the information required, completed an accurate plot plan" and state that all the inJormation 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 zoninl and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TW'ENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-4t oun PM. Send Clean-up Deposit To: N/A SIGNATURE OF OWNER OR FROM 8:00 AM - 5 CTORFO HIMSELFANDOWNEF Buildins Permit #: OP Frontage Colorado Separate CO}iIPLETE VALUATIONS FOR BUILDING PERMIT bor & Materials BUILDING: $ ?O.oao Oe+to ELECTRICAL: $OTHER: $ PLUMBING: $MECHANICAL; $rorAl: s fuOW ForParcel **************************************FOR OFFICE USE ONLy*****,t******************************** of Construction:ffi Received: # Contact Assessors Office at 970-328-8640 or visit Fnr-qel,l 21o / ofipy36s1 * &tolopr'S@T robName: 8tACffC_ ,Carc ,.f Job Address: 356 HAn/&/ rt4-vcu lo d- G+H U4tL(a 8/es2 Legal DescripUon ll Lou ll Btock: ll riling:Subdivislonz t il478J ed& ttu 4-/ (- owners Name: Ji EcEg, 6h roi l@ess; 1 5ac A@WaE;- ArchitecvDesisnetitflozrrj;L AaUAAddle W; qZr_Sro"- Engineer: nA<< ftlr'zLa;Address: l?f/rf{i.aff n Phonei 1y'26 *<6 eq Detailed description of work: fa.,rfi;zt WorkClass: New() Addition( ) *"rod", WorkType: Interior( ) Exterior( ) Both( )Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family R Commerciat ( ) Restaurant ( ) fther( ) No. of Existing Dwelling Units in this building: I No. of Accommodation LJnits in this building: 7 Nofl-vpeofFireplacesExisting: GasAppliances( ) GasLoos( ) Wood/Pellet( ) WoodBurninqF) Noflype of Fireplaces Proposed; Gas Appliances ( ) Gas Loqs ( ) Wood/pellet ( ) Wood Burninq (NOT ALLOWED) Does a Fire Alarm Exist; yes (Jfja No ( I Does a Fire Sprinkler System Exist: Yo\1) No ( F :/everyonef orms/bld gperm Questions? Call the Building Team at 479-2325 I0l{'N Department of Community Development a tr a tr o D B tr tr tr D D D tr D Project Name: S: fA,4, Project Address: / This Checklist must be completed before a Buildina Permit application is arcpted. All pages of application is complete Has DRB approval obtained (if required) provide a copy of approval form condominium Association letter of approval attached if project is a Multi-Family complex Complete site plan submitted Public way Permit application included if applicable (refer to public works checklist) Staging plan included (refer to Public Works checklist) No dumpster,parkinq or material storaoe allowed on roadways and shoulders without written aoproval Asbestos test and results submitted if demolition is occurrino Architect stamp and signature (All Commercial and Multi fafiily) Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and Commercial) Window and door schedule Full structural plans, including design criteria (ie.loads) Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) Soils Report must be submitted prior to footing inspection Fire resistive assemblies specified and penetrations indicated Smoke detectors shown on plans Types and quantity of flreplaces shown Applicant's Signature: Date of submattal: F :/everyone/forms/bldperm2 Received By: HOW DIDWE RATE WITH YOU? Town of Vail Survey Community Development Departnent Russell Fonest, Director, (970)479.213e Check allthat applies. 1. Which Deparfnent(s)did you contacf Building _ Environmental_ Housing_ Admin Planning -_:_DRB pEC --2. Was your initial conhct with our staff immediate no one available ? lf you were required to wait how long was it before you were helped? 4.Was your project reviewed on a timely basis? Yes / No lf no, why not?.. Was this your first time to fle a DRB app_ PEC app Bldg Permit f,trlIttrtt Please rate the performance of tre staf person who assisted you: 51321Name: (knowledge, responsiveness, availability) Overalleffectiveness ofthe FrontService Counter. 5 4 3 2 Whatis the besttime of day for you to use fre Front Service Counter? 9. Any cornments you have which would allow us to better serve you nexttime? Thank you for taking the time to complete this survey. We are committed b inproving our service. slow 0r -7t- 8. ruri\I0F WHEN A'PUBLIC WAY PERMIT" IS REQUIRED PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING OUESNONS REGARDING THE NEED FOR A "PUBUC WAY PERMIT": tr Is this a new residence? YES B Does demolition work being performed require the use of the Right-of-Way, easements or public propefi?YES x NO No'( Is any utility work needed? YES Is the driveway being repaved? NO x. NOK Is a different access needed to the site other than the existing driveway? Ettcrz Pnrtt l+cc?rs ves X ruo is any drainage workleing done that affects the Right-of-Way, easements, or public propefi? YES NO \ Is a "Revocable Right-of-Way Permit" required?YES d No l?:t*,**i[.y{r"t"nts or public property to be used for staging, parking or fencing? If answer is NO, is a garking, staging or fencing plan required by Public Works?YES_ NO_\4_ If you answered YES to any of these questions, a "Public Way Permit" must be obtained. "Public Way Permit" applications may be obtained at the Public Work's office or at Community Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public Works at 479-ZL9B. I HAVE READ AND ANSWERED ALL THE ABOVE QUESNONS. Job or Project Name: Date Signed: lA "l tffZu C-J (ouct F :/everyone/forms/bldperm4 Company Name IUmY0r PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS How it relates to Building Permits: Fill out the attached check list with the Building permit Application. If yes was answered to any of the questions then a "public way" permit is required. you can pick up an application at either Community Development, located at 75 South Frontage Road or Public Works, located at 1309 Elkhorn Drive. Notice sign-offs for utility companies. ALL utilities must field verify (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 €xpire on November lst and will need to be resubmitted for consideration for approval through the winter. Be aware that your resubmission for winter may be denied depending on the location of construction. Sketch of work being performed must be submitted indicating dimensions (length, width and depth of work). This may be drawn on the traffic control plan or a site plan for the job. Submit completed application to the Public Work's office for review. If required, locates will be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in the morning, but may requiie up to 48 hours to perform. The Public Work's Construction Inspector will review the application and approve or deny the permit. You will be contacted as to the status and any requirements that may be needed. Most permits are released within 48 hours of being received, but please allow up to one (1) week to process. As soon as the permit is approved, the Building Department will be notified, allowing the "Building Permit" to be released. Please do not confuse the "Public Way Permit" with a "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 lSth does not mean an automatic renewal. BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works) review and approval, a Planning Department review or Health Department review, and a review by the Building Department, the estimated time for a total review will take as long as three (3) weeks. All commercial (large or small) and all multi-family permits will have to follow the above mentioned maximum requirements, Residential and small projects should take a lesser amount of time. However, if residential or smaller projects impact the various above mentioned departments with regard to necessary review, these projects may also take three (3) weeks to review and approve. Every attempt will be made by this department to expedite this permit as soon as possible. I, the undersigned, understand the plan check procedure and time frame. I also understand that if the permit is not picked up by the expiration date, that I must still pay the plan check fee and that if I fail to do so it may affect future permits that I apply for. Agreed to by: Project Name: /tDate: 4/7/o-t-/- F:everyoneforms/bldperm3 APPLICATION FOR TOWN OF VAIL PUBLIC WAY PERMIT o PW#:lI-t[[I Parcer#:I n I I' [ [ I - n I - n n I le- Brdg. Permit#'E tr [-I I n n 1.Job Namg Street Address nnF-n (lfunknowncall Ll Ll L_' I I 479-2138 ext.o) 2.Excavating Contractor Name Mailing Address TOV Contraclor's License Number REQUIRED () Phone # 4. Starl Date Work is for lcircte onel Complation Dale Water Sewer Gas Electric Telephone (Permit Expiration Dale) CATV Landscaping Temp. Site Access Other Trench-width (min.4') Bond Amounl $ ALL MATERIAL, EQUIPMENT, AND TRAFFIC JOB IS STARTED. 7.Rubber out-riggers are required on Asphalt surfaces underneath the A signature below indicates a signatures are obtained, permittee necessary Town of Vail signatures. Permit Fee working on asPhalt. at all times. up to one week to process. Depth Total SF $ Total LF $ Total Permit Fee $ BE ON THE JOBSITE BEFORE THE 8.utility locations and approvals. Once all utility company ng application through the Public Works ofiice to obtain the Public Service Natural Gas Group (1-800-922-1987) Public Service Company (1 U.S. West (1 -800-922-1 987) TCI Cablevision of lhe Rockies (1-800-922-1987) Eagle River Water & Sanitation District (970-476-7480, ext. 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 Construclion Inspector (970-479-2198) ATTACH PLAN OF WORK, INCLUDING CONSTBUCTION TRAFFIC CONTROL PLAN show streets with names, buildings, and location of cuts. usE DASH LINES FOR CUT. 9. THERE WILL BE NO TOTAL STREET CLOSURESI A construction traftic control plan must be approved by the Public Works Department prior to issuance of the permit. 10. All excavation must be done by hand within 18" of utilities - (Senate Bill 172)' 1 1 . permittee must contact public Woks Deoartment at 479-2198 24 hours prior to commencing of w-ork. Failure to notify tne fown *if f result in fodeit,.rre of bond money. ScneOuled 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 o{ Title 8 - Public Ways and Property, of the Vail Municipal Code and all utility company agreemenm, signed by me, and will abide by the same, and that all utilities have been notified as required. White - Public Works Yellow - Contrastor TUMYOF Please read and check off each of the items below: u The Town of Vail Building Depaftment has developed the following procedures to ensure that new constructidn sites have adequately established proper drainage from building sites along and adjacent to Town of vail roads or streets. The Town of Vail Public works Department will be required to inspect and approve drainage adjacent to Town of Vail roads or streets and the installation of temporary or permanent culvefts at access points from the road or street onto the construction site. such approval must be obtained prior to any requests for inspection by the Town of Vail Building Depatment for footings, temporary electrical or any other inspection. Please call Leonard Sandoval at479-2tg9 to request an inspection from the Public Works Depaftment. Allow a minimum of 24 hour notice. Also, the Town of vail Public works Department will be approving all final drainage and culveft installation with resulting road patching as necessary. such approval must be obtained prior to any Final Ceftificate of Occuoancv issuance. Agreed to by: fdrurc ,(Jrra" Project Name: Date Signed: F:/everyone/forms/bldperm6 IUfiT0F Please read and check off each of the items below. (Copies of complete text are available upon request) CODE 5-2-10: DEPOSITS ON PUBUC WAYS PROHIBITED s 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. a 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, rock, mud, dirt, snow, ice, debris or any other material to be removed from any street or alley at the expense of the notified. tr 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 ofthis 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-1 AND 7-3A-3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED o No person shall park any vehicle upon a street or at any other place within this Municipality in such a manner or under such conditions as to interfere with the free movement of vehicular traffic or proper street or highway maintenance. (Ord. 2(1968) g 1) a 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) g 1) I have read and will comply with the above code provisions: /6rc, f /{fru {o Position or Relationship to froject: Date Signed: F:/everyone/forms/bldpermT Fp,r O9,O2 11:15a p.2oo Pffo ?'' Do7( It I e I ls[estos lcstinu and Gonsu]Ung lohn f,. PGbnnt ooo phoneeT0-270-B6Eern",n""l;?;?%ffi:r:&'H;?? jJ"?S.tit&".*. Bo ?-oo51 INSPECfiON REPORT PREPARED FOR: NEDBO CONSTRUCTION ,i;?.,?T,111'Offi,dfrou LOCATION: - vf I Ctuistiania at Vail 356 E. Hanson Ranch Rd Unit #410 REPORTPREPARED BY: John R. Peterman Inspector Manager Certificate Na 52& I 9q I 92 FFr Og . O2 11: 15a p.3 NC-CV410 A & D Asbestos Testing and Consulting John R. Peternran Asbestos Testing, hojxt D*ign and Consulting P.O. Box 1230 Clifton, CO81520-1230 Cell Phonq 970-nO4bB9 HomePhone 97046415265 E-mail: sfink80654@aol.com I TTRODUCTION: On April 3,2002, an inspectiorlsuwey was conducted ard 5 bulk samples were collected from the: Cbristiania at Vail 356 E. Ranch Rd Unit 410 The purpose of the inqpection/zuwey was to locate and sample suspected asbestos containing materials tbat might be present in the unit tlat is planned for renovation. The inspection was made and the samples were collected by Joha R. Peterman, and A.H.E.R.A. and State of Colorado Certified Building Inspector. Great care was taken during the inspecrion and sampling to be as accurate as possible. It should be noted that minimal daurage was done to the existing building shuctures during the inspection so there is no documentation for uns€€n conditions or stored items. All samples were analyzed by DCM Science Lab in Lakewood, Colorado. This laboratory is deemed "Proficient" in the E.P.A. Quality Assurance (QA) program for the determination of asbestos in bulk materials, and is accredited by the American Hygiene Association (ArlIA). SAMPI.ING PROTOCOL: A random sampling scheme was used to sample the suqlect materials that wcre discovered. Ifduring any future demolition or renovation work suspect work srispect material is discovered that hasn't been sampled and would be disturbed, work should be halted rmtit ihe material has been tested. Fp.n OS ,O2 11: 15a p.1 NC-CV4l0 R UlL NII$G DESCRJPTION: The inspection/survey on Unit 410 was limited to the inside of the urit The interior walls are framed with sheet rock covering the studs. There is a ligfrt trowled on the tsxhrre on the sheet rock walls- The ceiling is covered with textured sheet rock like the walls. The floors are covered wittr carpet and ceramic tiles, The exterior walls are coverd with wood siding and stucco that will not be disturbed. The windows are newer type without suq)ect glazing, The roof is covered with wood shake shingles, The living room area has been recently renovated. The heating is provided by hot water base board heat and a fire place. No suspect materials were observed on the heating system. CONCI,USIONS AND RECOMMT'.NDITTONS: Laboratory analysis of the bulk samples indicate that no asbestos was detected in tle composite sheet rock samoles. Fpr O9 .O2 l1: 15a SAMPLE RESULTS Asbestos Typu NAD NAD NAD NAD NAD o/lo 0 0 0 0 0 Sample # cv410-800L cv410-E002 cv410-8003 cv410-8004 cv410-E005 KEY: NAD: No Asbestos Detected Description Composite Sheet Rock ryLiCht Texture Composite Sheet Rock W/Ught Texture Composite Sheet Rock ryUght Texrure Composite Sheet Rock {Light Texrure Composite Sheet Rock $Light Texture COLLECTION DATE:Afril03, i00r- p.5 NC-CV410 Fpr O9,O2 11:16a Sample # cv410-8001 cv410-8002 cv410-Bm3 CV41GBOO4 cv410-8005 AreaSampled From NE Bedroom 1st Floor Wall NW Bedroom 1st Floor WalI Upstairs BedroomWall Upstairs Loft Ceiling Down Stairs Ceiling by Batlroom Description CompositeSheet Rock W/LightTexture Composite Sheet Rock flLightTexture Composite SheetRock W/LightTexture Composite Sheet Rock W/I,ightTexture Composite Sheet Rock $LightTexture SAMPLE LOCATIONS FOR SUR\IEY COMPLETED ON:April3. ?002 p.B NC-CV410 FriY/N N N N N N Fpn.O9.O? L1:16a KEY: Sur: Surfacing Overall Condition p.7 SUSPECT IVTATERIAL CONDMION Type of NC-CV4l0 Type ofSample #Suspect Material cv41.0-8001 cv4LGB002 cv41GBO03 CV4lGBO&1 cv410-8005 Damage olm 0 0 0 0 0 No No No No No Good Good Good Good Good Sur Sur Sur Sur Sur Damage N/A N/A N/A N/A N/A 8p.r,OS.02 1l:16a Sample # CV41GBOOl cv41&8002 CV41GBOO3 CV4lGBOOT cv410-800s N N N N N Ipw Low Low Low tow Low Low Low Low Low High High High High High Y Y Y Y Y POTENTIAL FOR DISTURBANCE Accessibility Y/N Potential Contact Influence Vibration Potential Air Located in hosion l-lenu[l Y/N p. 8-_ NC-CV410 TOWN OF VAIL 75 S. FRONTAGE ROAD vAtL, co 81657 970-479-2138 DEPARTMENT oF coMMU*,il orurroPMENr NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT MF BUILD PERMIT Permit #: 802-0155 Job Address.: 356 HANSON RANCH RD VAIL Status.....: ISSUED Location......: 356 HANSEN RANCH RD Applied...: 05121/2002 Parcel No....: 210108243007 lssued ...: 0612612002 ProjectNo...: I ff-SOZ<lOH Expires...: 12123/2002 ov\tNER srEcAL, cArrJ s. 05/2L/2OO2 phone: 1525 BAY BI,VD ATLAI{TIC BEACH NY L1509 License: coNrRAcToR NEDBO CONSTRUCTTON O'/2L/2OO2 phone: P.O. BOX 3419 VAIL, CO 816s8 I-,icense: 251-A APPIJICAI\flI NEDBO CONSTRUCTION oS/2L/2002 phone: 970-845-1001 P.O. BOX 34L9 vAIr,, co 8l_658 License: Desciption: 2 units to 1 and total remodel Occupancy: Rl Multi-Famity Type Construction: Type Occupancy: 2? Valuation: S800.000.00 Firepface Information: Restricted: y # ofcas Appliances: 0 Building---> 53,540.00 RcstuarantPlanReview-> Plan Check--> 52 , 3 01 . 00 DRB Fee------------> Add Sq Fr 0 # ofGas Logs: 0 # of Wood Pellet: 0 ****'t**+*,*'r,**r*'tt**'tr*t{.****!t *r.** FUE suMMARY t'*********+*'*'t't******:N****,*{.+*'lr'}:}*++N.:ir:}{.+:a,***:t*,f,t,},t+,},}*+++:}* 90. 00 Total Calculated Fees-> $5, 844 - 00 $0.00 AdditionalFees--------->$0.00 lnvestigation-> Will Call----> $0.00 RecreationFee----------> S3.00 Clean-upDeposit------> 90. oo Total Permit Fee-------> $5,844.00 $0. oo Payments----------------> $5,844.00 $0. 00TOTAL FEES._-----> 55,844.00 BALANCE DUE_-.--> Approvals:ItEM: 051-OO BUIIJDING DEPARTMEI{I O6/L4/2OO2 JHN| Action: Ap IIEM: O54OO PLANNTNG DEPARTMEMT O6/L4/2O02 bgibson Action: Ap IIEM: O55OO FIRE DEPARTMENT Item: 05500 PIIBITIC WORKS See page 2 of this Document for any tftron, that may apply to ttris permit. I DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, cornpleted 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 ADV t38 0R A FROM 8:00 AM - 5 PM. Send Clean-up Deposit To: N/A TURE OF OWNTR OR CONTRA FOR HIMSELF AND OWNEF PAGE 2 * + * * * * * * * * * ** * * * * * * * * * *,t :f + *****1.*** *i,*** * *,k* **** * * ++ **{.* ****,k** *** ** ****************** ** ****,r.**** x*1.,r{.**,F CONDITIONS OF APPROVALPermit#:802-0155 asof06-26-2002 Status: ISSUED:****+'l'*+************{.,***:1.*!t(*+++*+!t **********:***************:&*+**,t *+*+**+t ++*+*+{.++++rr++!f+:N.*{.!F:t ****{.***** Permit Type: ADD/ALT MF BUILD PERMIT Applied: 05/Zln00Z Applicant: NEDBO CONSTRUCTION Issued: 0612612002970-845-1001 To Expire: 12/23/2002 Job Address: 356 HANSON RANCH RD VAIL Location: 356 HANSEN RANCH RD ParcelNo: 210108243007 Description: 2 units to I and total remodel Conditions: Cond: l2 (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: l6 (BLDC.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY AS PER SEC.3I0.6.1 OF THE 1997 UBC. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. General Contractor:Town of Vail Reg. No.: rcWIIWYAIL 75 S. Frontage Rd. Vail, Colorado 81657 COMPLETE VALUATIONS For Parcel.# Contact **************************************FOR OFFICE USE ONLy****************.********************** FOR BUILDING PERMIT bor & Materials BUILDING: $ ,t?O,o-"ELECTRICAL: $ p,*o OTHER: $ PLUMBTNG: $ EO/o6 MECHANICAL: $ l6,.,a..rorAl: $ fioo, o. Assessors Ofl1ce at 970-328-864O or visit Job Name: 51Aa1 Job Address: 3f6 HA-z,A*4 rTva-'tzrr?P 4 z/ta 14lo y4rc (ct P/6t7 Legal Description ll Lot: ll atock: ll riltng:Subdivision{H'/TE A U C HZdTkf-u owners ^u-"84r. r. St r,c-ar ^dd*fr+/tad f;t F,9l/,oot/ t t {r9 PhoneqT6ago3 ArchitecVDesiqner:ftln,cran -Ar?rrt rrn. rt !31:2'Te ez'',f:Tr:,fro dr " -Phone: q?6d/qs- Engine.* n4a ( tl4unu-rta Address: lrrap- grt*,'yt ^ #,:.!.Phon"'q7€46.?z Detailed description of workfi<t n t-n, ,-, J .2" i ,e vt ffi WorkClass: New() lddlgn( ) Remodet$4! Repair( ) Demo( ) Other( ) WorkType: Interior( ) Exterior( ) Both$4)Does an EHU exist at this location: Yes ( ) tlo $() TypeofBldg.: single-family( ) Two-famity( ) Multi-familv()( correrciat ( ) Restaurant( ) fther( ) No. of Existing Dwelling Units ind*rbuilding: 7 No. of Accommodation Units in this buildinO: f Noffvpe of Fireplaces Existing: Gas4ppliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (.1) No/if-vpe of Fireplaces Proposed: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED) Does a Fire Alarm Exist: Ves$() No ( )Does a Fire Sprinkler System Exist: VesfiJ No ( ) F :/everyone/f orms/bld9 perm Questions? Call the Building Team at 479-Z3Zs Department of Community Development Project Name: St,qn c Project Address: This checklist must be ampleted before a Buildinq permit application is arcepted. All pages of application is complete Has DRB approval obtained (if required) provide a copy of approval form condominium Association letter of approval attached if prqect is a Multi-Family comprex Complete site plan submitted Public way Permit application included if applicable (refer to public works checklist) Staging plan included (refer to Public Works checklist) No dumpster.parkino or material storaqe allowed on roadwavs and shoulders without written approval Asbestos test and results submitted if demolition is occurring Architect stamp and signature (All Commercial and Multi family) Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and Commercial) Window and door schedule Full structural plans, including design criteria (ie.loads) Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) Soils Repoft must be submitted prior to footing inspection Fire resistive assemblies specified and penetrations indicated Smoke detectors shown on plans Types and quantity of fireplaces shown tr o o D tr r tr tr o tr u o B trl tr tr Applicant's Signature: =-: 4 Date of submittal: F: /everyoneforms/bldperm2 Received By: L:gli/ MWOFVAILW HOW DID WE RATE WITH YOU? Town of Vail Survey. Community Development Dqartment Russell Forrest Director, (970)479-2139 Check allthat applies- 1. Which Deparfnent(s) did you conhc8 Building _ Environmental_ Housing_ Admin _Planning DRB pEC --..:''.ir'.2.Wasyourinitia|contac1withourstaffimmediatesiowor no one avaifable ? 3.lfyouwererequiredtowait,how|ongwasitbeforeyoUWere helped? 4. Was your project revieured on a timely basis? Yes / No lf no, why noP.. i'i r: .. i 6. Please rate the performance of the staff person who assisted you: 54321Narne: (knowledge; responsiveneffi 7. Overall effectiveness ofthe FrontServiceCounter. 5 4 3 2 1 8. What is the best time of day for you to use tre Front Service Counter? 9. Any comments you have which would allow us to beter serve you nexttime? Thank you for taking the time to complete his survey. We are committed h improving our seMce. a WHEN A *PUBLIC WAY PERMIT" IS REQUIRED PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A.PUBLIC WAY PERMIT'': o D tr D a D is this a new residence? YES NO Does demolition work being performed require the use of the Right-of-way, easements or public property? YES_*X_ NO Is any utility work needed? YES Is the driveway being repaved? NOX Nol+_ Is any drainage work being done that affects the Right-of-Way, easements, or public propety? YES X NO is the Right YES Is a different access needed to the site other than the existing driveway? yES X NO Is a "Revocable Right-of-Way Permit" required? -"i$ttff"*ents or public property to be used for staging, parking or fencing? If answer is NO, is a pprking, staging or fencing plan required by Public Works?YES_ NO_x If you answered YES to any of these questions, a "Public Way permit" must be obtained. "Public Way Permit" applications may be obtained at the Public Work's office or at Community Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public Works at 479-2198. I HAVE READ AND ANSWERED ALLTHE ABOVE OUESNONS. ,/UEO6) fa-'tSf Job or Project Name: S uZk4C Date Signed: { /tl /oZ Contrdctor Signature F:/everyoneforms/bldperm4 Company Name PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS How it relates to Building Permits: Fill out the attached check list with the Building Permit Application. If yes was answered to any of the questions then a "Public Way" permit is required. You can pick up an application at either Community Development, located at 75 South Frontage Road or Public Works, located at 1309 Elkhorn Drive. Notice sign-offs for utility companies. ALL utilities must field verifu (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 peform. The Public Work's Construction Inspector will review the application and approve or deny the permit. You will be contacted as to the status and any requirements that may be needed. Most permits are released within 48 hours of being received, but please allow up to one (1) week to process. As soon as the permit is approved, the Building Department will be notified, allowing the "Building Permit" to be released. Please do not confuse the "Public Way Permit" with a "Building Permit". NOTE: The above pnocess 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 autornatic renewal. I have read and understand the above. F:/everyone/forms/bldperm5 5-.? Date Signed BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Department Approval, Engineert (Public Works) review and approval, a Planning Depaftment review or Health Department review, and a review by the Building Depaftment, the estimated time for a total review will take as long as three (3) weeks. All commercial (large or small) and all multi-family permits will have to follow the above mentioned maximum requirements. Residential and small projects should take a lesser amount of time. However, if residential or smaller projects impact the various above mentioned departments with regard to necessary review, these projects may also take three (3) weeks to review and approve. Every attempt will be made by this department to expedite this permit as soon as possible. I, the undersigned, understand the plan check procedure and time frame. I also understand that if the permit is not picked up by the expiration date, that I must still pay the plan check fee and that if I fail to do so it may affect future permits that I apply for. Agreed to by: Project Name: .StEa"ar F:everyone/forms/bldperm3 APPLICATION FOH TOWN OF VAIL PUBLIC WAY PERMIT 19 o PW#:Tf.TTTN Parcd#:nI I I I n n - I n - r ! n Brds.Permit#:E f n'f n n n 1.Job Name Streot Address n T'l n - J-l (lf unknown call Ll LJ LJ LJ 479-2138ext.0) TOV Contractois License Number BEOUIRED Phone #zipCity 4. Sta/t Date Work is for ldrcte onel Completion Date Waler Sewer Gas Electric (Permit Expiration Date) Telephone CATV Landscaping Temp. Site Access 0ther Trench-width (min.4') Bond Amount $ ALL MATERIAL. EQUIPMENT. AND TRAFFIC JOB IS STARTED. 7. L Rubber out-riggers are required on Asphalt surfaces underneath the A signature below indicates a signatures are obtained, permittee necessary Town of Vail signatures. BE ON THE JOBSITE BEFOFE THE working on asphalt. at all times. utility locations and approvals. Once all utility company application through the Public Works office to obtain the up to one week to process. Depth Total SF $ Total LF $ Permit Fee Total Permit Fee $ Public Service Company (1 U.S. West (1 -800-922-'1987) Public Service Natural Gas Group (1-800-922-19871 TCI Cablevision of the Rockies (1-800-922-1987) Eagle River Waler & Sanitation District (970-476-7480, ext. Holy Cross Electric Company (1-800-922-1987) Town oi Vail Electricians (970-479-2158) Town of Vail Inigation (970-479-2158) Town of Vail Public Works Construction lnspector (970-479'2198) g. THERE WILL BE NO TOTAL STREET CLOSURESI A construction traffic control plan must be approved by the Public Works Department prior to issuance of the permit. 1 0. All excavation must be done by hand within 18' of utilities - (Senate Bill 172)' 11 . permittee must contact Public Works Departmenl at 479-2198 24 hours prior to commencing of work. Failure to notify tt'e fo*n wi1 result in forfeiitA;i bonO money. 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 Property, of the Vail Municipal Code and all utility company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required. Contractor's of Agraemenl Print name clearly ATTACH PLAN OF WORK, INCLUDING CONSTRUCTION TFAFFIC CONTROL PLAN Show streets with names, buildings, and location ol cuts. USE DASH LINES FOR CUT. Date o{ Signature White - Public Works Yellow - Contractor ruill\I0F DRAINAGE AND CULVERT INSPECTIONS ARE REQUIRED BY PUBLIC WORKS! Please read and check off each of the items bclow: a The Town of Vail Building Depaftment 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 at479-2198 to request an inspection from the Public Works Depaftment. Allow a minimum of 24 hour notice. o Also, the Town of Vail Public Works Depaftment will be approving all final drainage and culveft installation with resulting road patching as necessary. Such approval must be obtained prior to any Final Ceftificate of Occupancy issuance. Agreed to by: Project Name: Date Signed: a i F :/everyone/forms/bldperm6 Print Name MATERIAL STORAGE AND CONSTRUCTION PARKING Please read and check off each of the items below. (Copies of complete text are available upon request) CODE 5-2-10: DEPOSITSON PUBUCWAYS PROHIBITED o Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any other debris or material upon any street, sidewalk, alley or public place, or any portion thereof. u Notice; Abatement: The Director of Public Works may notify and require any person who violates or causes another to violate the provision of subsection A hereof, or who has in the Director's employment a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud, dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice by the Director of Public Works. In the event the person so notified does not comply with the notice within the period of time herein specified, the Director of Public Works, or other authorized agent, may cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed from any street or alley at the expense of the notified. u 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.T AND 7-3A-3! PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED o No person shall park any vehicle upon a street or at any other place within this Municipality in such a manner or under such conditions as to interfere with the free movement of vehicular traffic or proper street or highway maintenance, (Ord. 2(1968) 5 i) 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 charg€d to the owner of the vehicle in addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) $ 3: Ord. 28(1981) g 1) I have read and will comnlv with the above code orovisions: Position or Relationship to Project: Date sisned: -l ;, ^ Print Na F :/everyone/fomrs/bldpermT 5€5p, E b.d-lEp^,E;.8 *E IS:: fE E-1 85.,'!P€E€ b O'E 5 !] tr oo >-.F(aEn-- 3 E n€6 .s c xP.5E.:'iP:r*5" i'F b E g rE 5d brr.E =UFPEiiExE.a;';3"I€ B.E =-s.gx I s F ." Hnc.9 o o 6 - I EE€Eg3Ei 8E b s Et4 o h +€ aFGCe--- Ei Eg€€a 91 EI -. U H t) v] >\L (J }F rl (J]'5 F1 r) I I I I I -lql Frl xl 'l .^. Cl]Y CJ E H a lirt UU-) th (,,] fi (o lr 3 I I I !+rlo o,r I 3: I I'o3 |€9? .l>' tr ;il.o.g zltE rrl :tr FI :o \rlIs$ tl6 _*..F Eil{EE ZIUE€ :If€e irlE d; gl:sf ;l;: E VlSEb UI );; ttl#5; 2l,jlgE FI ,- Fr ^ !-l Feq (.')lfr;g ql 1€E 3lEse El E F€ .nI s gF" I:I [ | HEs H:.8 O .F )-*\J:ee b. x - .l-, !!itb oH€u 8.9fr 9 '5 .s-bDE + ,9';-! d EE e €8sl E.e *.E Hf S S el.l(tz HU Zt tr DUUo flo H E{ r4UHflH HfrHU F\E3ot-n< ao Ar{ FJ(/){i\ .R€+sSS d'". s) 's L ti qJ i P 5', ( (r) sr t. .x IJ ( .ln .t{ ( oo \ F F-{ a) l.r (^(,] o)tr.d 'd o ServicesTown of Vail Builciing Safety & fnspecri on Commur^ i ty Developmen! Deparrmenr 75 South Fron rage Road Vail, CO 81657(974l 419-2325 FAX (970) 4',79-2452 Pl-an analysis based on the 1997 Uniform Buildinq Code BuiLding Permit Nunlrer: 802-0f55 oate: May 24,,2002 Ploject uane: Siegal Residence Remodel Project Addldss: 356 Hanson Ranch Road, Unit #s 410 & 420 Description of work: Combine and remodel two existing condominium units on the fourth and lifth stories of an existing multiple-family structure. occupancy: Rl construction $j1)e: Type III l-Hour Architect : Morter Architects Engineer: Mark J. Mueller contractor: Nedbo Construction Report ay: Gary Goodelln Goodell Consulting, (970\ 524-7891, (970) 390-7631 NOTE: The code items fisted in this report are not inlended to be a comp.l-ete listing of aII possible code requirements in the 1997 UBC. Ir is a guide Lo sel-ected sections of the code. Portions of this report were created using PIan Analyst software by b w & a. (719) 599-5622. Portj-ons of the materiaf contained in this program are reproduced from +h6 fl-i fnrn Dr-i r ^ i ^^ n.irja ,"rii h l- l-a narri ssion of rhe lncernalional Conference of Building Officials (ICBO) . ENTIRE BUILDING NtrpA 1f <nrinLlar crrcl-am l- hrnrrahar r Iha hrriI.linn envint la'' elral-am r1<ad f^rL!rr vuf !uf trY. uy' LrrJ\rvr al-lowable storv increase -- Sec. 506 DIRECTION BOUNDARY SE PARAT I ON AREA INCREASE FIRE PROTECTION NORTH Public way approx. 65.0 Feet 35.0 Feet EAST Property line approx. 5.0 Feer 5.0 Feet SOUTH Property line approx. 60.0 Feet 60.0 Feet WEST Property line approx. 5.0 Feet 5.0 Eeet Allowable area increased 50.? for open area on 2 sides. -- Sec. 505.1 OCC MAX FLR AREA ALLOWED RATIO STATUS 5 An:r1-mcn- ^r^ a^ndo TOTAL FOR FLOOR 4 Ar)a -*'nen t or f-ondo TOTAL FOR FLOOR 1 Ana rr.ncnl- ^r a^nclo TOTAL FOR FT,OOR 2 AnF rl- nAn - .r r f-.n do TOTAL FOR FLOOR I Apartmenr or Condo TOTAL FOR FLOOR BUILDING TOTAL (Sec. 504 and TabLe 5-B, L92L 20250 r92t 20250 29AA 20254 2900 24254 29AA 24254 29AA 24250 2900 20250 2900 20250 2900 20250 2900 20254 r352r 40500 ok ok ok ok RI RI R1 R1 UBC ) 0.09 0.09 i 1A 0. 14 0.14 0.14 0.14 0.14 0.14 0.14 0.33 ok ok ok ok ok ok ok ok ok ok ok ok SPECIFIC AREAS LISTING FOR COMBINED SINGLE CONDOMINIUM UNIT FLOOR AREA M]N.I]GHT MIN. VENT NO.EXTTS EGRESS* 8B5 Sroranc #q \n? /qn3 29 5 Recreation Room #504 152 5 Closet #s 505-508 60 5 Bedroom +5 #509/5098 170 5 Bedroom No. 4 #510 135 5 Mechanicaf #501 5 Closets 511,- 513 91 2A No No No No No No l\o No l\o No No No No No No NO No No No No No No No No No No No No No No No No No No No No No No No No No No No No No 10.0 .0 .0 .0 17.0 13.5 .0 .0 .0 .0 .0 13. B ,0 15.7 10.0 .0 1/ 1 .0 .0 r4.2 5.0 .0 .0 .0 8.5 6.'75 .0 6.0 .0 .0 .0 6.9 .0 7. 85 5.0 .0 7.35 1.85 1. B5 '/ -L 26.65 14.35 .0 L.6 .0 .0 .0 .0 .0 LT-2 .0 .0 .0 .0 13.85 5.0 7.8 .0 .0 2.9 2.r 8.0 5.0 6.25 .0 i1 1E,i 48 5 Bedroom No. 7 #521 138 5 Closets 522/523/525 46 5 Bedroom No. 6 #524 Ls'l 5 Mechanica]_ +526 5 Closet #528 5 Bedroom No. 3 #529 1,41 5 Bathroom No. 3 #530 31 5 Bathroorn No. 4 #531 3? 5 Bedroom No. 2 +532 142 TOTAL FOR FLOOR ,1 T;,,ih- e^^* ]'lrrn3: !r v rIIY 4 Diriro 'on'n #40$ 4 Half #4O6,uStora #407 4 Powder Room #4OB 4 Hallway #402 4 Stairway "A" 4 Elevator #400 4 Entry #401 5 Bathroom No. 4 #514 I20 5 Hallway # 515 5 Toilet 516,rBath 517 109 5 Closets 518-520 1921. 533 281 1q 84 J:) 12 4 Entry Closet #412 89 4 Kitchen #404 4 Hallway # 411 18 4 Stairway # 413 52 4 Storage # 414 58 4 Closet #425 TI2 4 Master bedroom #424 211 4 Toilet #423 4 Master baLh #422 4 Closet #421 4 Hallway *415 4 Bath No. 1 #416 4 #s 4LB/4I9/420 4 Bedroom No. 1 #417 160 4 Stairway "B" 81 4 Multi-Use #409 L25 16 156 125 94 58 42 4 Closet #410 TOTAL FOR FLOOR SIEGAL UNIT TOTAL 290r 4822 * No Esress Windows or Doors Required. Although there may be benefits in providing egress windows or doors from all sleeping rooms, Section 310.4, UBC, does not require egress windows or doorc to be provided from sleeping rooms located at or above the fourth story. NOTE: Area. Heieht and Number of Stories Permitted. !Jthe building is equipped with an NFPA 13 automatic fire sprinkler system throughout and !Jthe building is constructed as Type III l-Hour (or Type Il l-Hour or Type IV H.T.) construction as noted, the existing building meets both allowable area (approximately 13,521 actual sq. ft. where a maximum of 40,5fi) would be permitted) and allowable number of stories (using the fire sprinkler system (per Sec.506' UBC) to obtain one more story (5) than would normally be permitted for an Rl occupancy of Type III l-Hour construction (4)) according to Table 5-8, UBC. The actuaf height of this exisLing building is approximacely 45 feet, which is acceptabfe, since the maximum al iowable heighL for a Type IfI 1-Hour buiLding is 65 feet. -- Table 5-B PiEQUIRED RATINGS EOR BUILDING ELEMENTS Table 6-A ELEMENT MATERIAL RATING NOTES Inlerior Bearing wall Any t hr Interior nonbrg wall Any t hr See Footnote #7 Structural Frame Any t hr Exterior Struct Frame Any t hr See footnote +1 Shaft Enclosure Any t hr Floor/Ceiling Assernbl-y Any t hr Roof/Ceiling Assembly Any t hr Stairs Noncombustible None See Footnote #16 NOTE: See Section 711 for shaft enc.Losure exceotions. FOOTNOTES: 1) Elements in an exterior wall focatecl where openings are not permitted or where protection of openings is requi reo, sha]] be protected agfainst externa-L fire exposure as required for exLerjor bearing walls or the sLruccural- frame, whichever is greater. -- Tabfe 6-4, footnote 1 7) Nonload-bearj ng walIs wiLhin a dwelling unit thaL a-re not parL of a corridor may be of: a ) Noncor custibl-e (nonrated) mater.ia.Ls b) F ire retardant -t reat ed wood c) Combust ible framinq wiLh nonconbustible cover-ng in Type III and V construction -- Sec. 60L.5.2.2 16) Finish materiaf on stairs to be hard noncombustible materials. -- Sec. 604 .4 .2 Exception: Stairs that are not required to be in an enclosure. NOTE: Combustible Materials on Exterior Walls. Per Section 601.5.4, 1997 UBC, there are limitations on th€ amount and location of combustible materials used on exterior walls. Combustible materials must be installed in accordance with this section. In any case, wood v€neer may not be installed at a height great€r than 35 feet above grad€ and wood veneer installed more than 15 feet above grade must be approved fire-retardant-treated wood (see Sec. 207,UBC, for definition). The proposed fiber cement board siding, if the speci{ic product to be used meets the definition of 'NONCOMBUSTIBLE'found in Sec.215, UBC, will be acceptable. PENETRATIONS 3. Penelrations of shaft enclosures. Exceptions: 1. Duct penetrations bv steel exhaust a.ir subducts "*."n.li n.j vert j 6,3 1 1,. ,,^,.-^-n :r 1a:cr )) inCheS abOveuA-erru-rry !y ulwct! L,l, clL -Lr=arL 44 the top of the opening in a vented shaft where the a-lrf f ow is upward. 2. Penetrations of a fire-resistive floor forming the base of a shaft encfosure may be protected by fire dampers listed for installation in the horizontal posrlron. 3. Smoke dampers are not required when shaft is exhaust only, and is used for continuously operating fans. 4. Penetrations of the ceiling of fire-resistive floor-ceiling or roof-ceiling assemblies. Exception: Smoke dampers are not required. 6. Penet.-rat-ons of exrerior wal ls whe re protecl i on o. openings i c r^^-- - -,{u]red.Exception: Smoke dampers are rot requi red. EXIT REQUIREIGNTS, ENTIRE BUILDING: FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 5 Apartment or Condo 10 1* 2-0 No N/A N/R 10 1+ 3.0 No N/A N/R 4 Apartment or Condo 14 2 2.8 No N,iA N/R TOTAL TOTAL TOTAL TOTAL 74 2 A.2 No N/A N/R 3 Apartment or Condo 14 2 2.8 No Corridor N/R 20 LB 1,4 2 4.2 No Corridor N/R 11 2 Apartment or Condo L4 2 2.8 No Corridor N/R 20 18 1,4 2 4.2 No Corridor N,/R 77 1 Apartment or Condo 14 2 2.8 No Corridor N/R 2A 78 TOTAL 14 2 2,8 No Corridor N,/R 11 * Note that, in accordance with Exception 3 to Section 1004.2.3.2,the 5'h story, which is entirely occupied by the second story within the Siegal dwelling unit, may have access to only one exit as proposed. HaIlways shall- be consi dered as inl-ervening rooms [or exit-access design purposes. -- Sec. 1004 .3.3.1 WaLl-s and ceilings of hallways are not required to be fire-res.istive unless they are required to be fire-resistive based on construction type. -- Sec. 1004 .3.3.3 There is no restriction as to the amount and type of openings unl-ess n-.tp^fi nr nf -'neni nos 's renr i-orl hrr snmc rtther .orjF nfOViSiOn.lLYqrlsq v urrsr uvuE Ir.-- Sec. 1004 .3.3.4 Elevator fobbies are not required, -- Sec. 1004.3.3.5 In areas where 2 exics are required, Ihe minimum separation is 1/2 of the maxinum diaqonal of the area or floor. -- Sec. 1004.2.4 NOTE: Separation of Exits. This is an area of nonconformity for the existing building, Two separate exits are required from each story, and the proposed 4th story, which has an occupant load of29 persons, will continue to be required to have access to two (2) separate exits. The existing exit stair enclosures for the building are separated by a distance of only about 25 feet, where a minimum separation of 38 feet is required by Section 1004.2.4, UBC. This may be an area that could be determined by the building official to be an existing condition that may be able to be approved under the existing buildings provisions of Chapter 34, UBC. Exit signs are requi red from aff areas where 2 or exits are requi red. -- Sec. 1003.2.8.2, Exception 2 No poinL co be more rhan 100 feet trom an exit sign. Door swing is based on Sec. 1003.3.1.5 except as noted. Occupant J-oad factor is based on Table 10-A. Number of exits is based on Tab.l-e l0-A except as noted. Exit width is in inches and based on Sec. 1003.2.3 and Table LO-B Exit width is to be divided approximately equally among exits. -- Sec. 1003.2.3.2 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairwavs. o -- Table 10-B For the minimum width of doors, see Sec. 1003.3.1.3 For the minimum width of hallways, see Sec. 1004.3.3.2 ['or the minimum width of stairways, see Sec. 1003.3.3.2 ELUSH ATiTD SURFACE AOLTS : ManuaIJ.y operated edge- or surface-mounted flush bol_ts and surface bofts or any other type of device LhaL may be used to close or restrain the door other Lhan by operacion of the lockinq device shall- not be used. When automatic ffush bolts are used, the door leaf having the automatic flush bo-It shalf not have a door knob or surface-mounted hardware. The unlatching of any leaf shalf not require more than one operaLion. -- Sec. 1003.3.1.8 LOCKS AND I..ATCHES : Regardless of Lhe occupant l-oad served, exit doors shall be openable from rhe inside witlout the use of a key or dny special knowLedge or ef forc . -- Sec. l-003.3. 1. B STAIR NOTES : Private stairs: Private stairr.,ays and staj-rs serving an occupant foad less than 10: 1) A private stairway must be at l-east 36 inches wide. -- Sec. 1003,3,3.2 2) The maximum rise of a step is 8 inches and the minimum run is 9 lnches. -- Sec. 1003.3.3.3, Exception 1 3) Provide a handr:aif on one side of stairway 34 to 38 inches above the nosinq if there is more than 3 risers. -- Sec. l-003.3.3.6, Exceptions Pt:hlic s-ai rwarrg; 1) The rj-se of steps sha-Lr nor be -[ess toan 4 inches or greater than 7 inches. The minimum run is l-1 inches. The maximum variation is 3,18 inch in a flj-ght of stairs. -- Sec. 1003.3.3.3 2) The mjnimum widt-h of a sLairway is 36 inches, 44 inches if Lhe occupant l-oad is greater than 49. -- Sec. 1003.3.3.2 AIso see exit table above to see i-f minimum width is greater than 44 inches. 3) Provide a handrail on both sides of stairway 34 to 38 inches above the nosing. May be on one side of stairways fess than 44 lnches wlde. -- Sec. l-003.3.3.6, Exception 1 4) Provide a guard rail where drop off is greaLer Lhan 30 inches. -- Sec. 509.1 5) The minimum height is 42 inches. -- Sec. 509.2 6) Open guardrails shal"l have intermediate rail-s or ornamenLaf paLtern such chac a sphere 4 inches in diameter cannol pass through. -- Sec. 509.3 The rriangular opening forned at the .riser, tread and guardrail may be 6 inches, -- 509.3, Exception 2 7) The minimum headroom is 6 ft.- 8 inches. Such c.Learance shal1 be measured veruically from a plane parallel and Lange"rt to the stalrway tread nosing to the soffit above at all points. -- Sec. 1003.3.3.4 8) Enclosed usable space under the scairs is required Lo be p-olected as required for t hr. fire-resistive construction. -- Sec. 1003.3.3.9 Stairways are required to be in exit enclosures. -- Sec. 1005.3.3,1 1) The wal-.l- s of the encl-osure are required to be 2 hr f ire assemblies. -- Sec. 1005.3.3.2 a \ rl1l,^ ^^^^ l --^ i --r ^-, -,,- -1.=,,-.,v. ,.,'., the exit enc.iosure are required Lo be 'l I /? horac assemb]ies. Not-e: Openings into enclosure are limited to those na.eqq:rr, 'nr F.rress normal lw ocr:ttoi .od qn:r-a- Dno-s chal f be maintained seff-cfoslng or shalf be automatic closing by actuation of a smoke detector. -- Sec. 1005.3.3.5 o NOTE: Stair Enclosrue Door Requirements. Any alterations or replacements to existing doors to exit stair enclosures must include assuring that they either are or will remain approved, 90-minute-rated, self-closing and latching or automatic-closing assemblies in accordance with Sec. 1005.3.3.5, UBC. ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class B or better. -- Table 15-A 2) See section 1504 and ICBO research reports for reguirements. FIRE N"ARM SYSTEM: an .hh-^,?64 r.^ua] and auLOmaCiC fir^ alarm svstem isqtqrrLL Jy J ULrLL rJ building. -- Sec. 310. 10 A serlAr^t e f i ro :l erm crre1- om naa.l n^l- l^\,. nrnrzidari in a supervised sprinkler sysLem having a local alarn Lo rornrirari in l hi,r buildings that have notify all occupants, -- Sec. 310.10 exc.2 The afarm system is to be as set forth in the Fire Code. LIGHT AIiID \ZENTII.AT ION 1) AIl habitable r:ooms requi re exterior gLazed open'ngs equa' to 1/10 or more of the fl-oor area. (min 10 sq.ft.) -- Sec. 1203.2 Exception: Kitchens may be provided with artificial light. 2) AlI habitable rooms require an operable exterior openings equal to I/20 or more of the f l-oor area, (mln 5 sq.ft.) -- Sec. 1203.3 The minimum area in bath rooms ts L I/2 sq.ft. Exc: Laundry Rooms fn I ieu of reqLrired exterior openings for venril-au-Lon, a mechanj cal ventilation system may be provlded. Such system shall be capable of nr nrri d i 'r.t f wo a i - chanoes ner hour .urrqrr9!JtJL!IlL 3) In bathrooms containing a bathtub or shower and Jaundry rooms, rhe ventilat.ion system shall- be connected direccly to the ouLside and be capable of providing five aj-r changes per hour. -he point ot discharge shall be at -least J'eet from any openings which al.Lows a i r entry i nt o the building . Rooms which only contain a water cfoset and/or lavatory may be vented using a mechanical recirculacing fan designed ro remove odors from the air. -- Sec. 1203.3 I.TAII, AND CE ILING FINISH: 1) Wall and ceif irLg finish material,s are required uo comp'y wirh Sec. 804.1 and Table 8-8. 2) Carpeting on the ceiling is required to have a Cfass I f-Iame spread rating. -- Sec. 804.2 3) Textile walL coverings sha-Ll have CJ ass I flame spread raL-.nq. and shall be p-rotected by auLomatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 8-2 -- Sec. 805 4) Toilet room fl-oors shall have a smooth. hard nonabsorbent surface that extends upward onto the walls at least 5 inches. -- Sec. 807.1.1 5) Wa1ls within 2 feet of the front and sides of urina.Ls and water cfosets shall have a smoothf hard nonabsorbent surface. -- Sec. 801 .I.2 INSUI,ATION NOTES: 1) A11 insulation material including facings are required to have a flame- spreao rating of 25 or tess and a maximum smoke density of 450 unless jt is in a concealed space and the facing is in contact wilh a wall or ceiling' -- Sec. ?07.3 exc.2 2t Foam nlestic inerr'l rtirrns :rc rorr.i r6.a l-,. hF nrr.lfa.l-ad. -- Sec, 2642 GI.AZING REQUIREMENTS : AII gj azrng i n hazardo-rs l-ocarions is required to be of safetyglazing material. -- Sec. 2406.3 & 24A6.4 Locations: I ) Glazlng in ingress and egress doors except jalousies. 2) Clazing in fixed and sliding panefs of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4 ) Glazing in all unframed swinging doors, 5) Glazing in doors and encfosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building waII enclos'ng these compdrtments whe-e tne bottom exposed edge of r-he glazing is Iess chan 60 incnes above a standing surface and drain in tet. 6) Glazing in f-xed or operable panels adjacent to a door where the nearest exposed edge of the glazing is wilhin a 2A-inch arc of eicher vertica-L edge of the door in a closed position and vlhere the boccom exposed edqe of che glazing is less than 60 inches above Lhe walking surface. 7) Glazing in an individual- fixed or operab.l-e panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greaLer Lhan 9 square 'eet. B, Exposed bottom edge fess than 18 lnches above the ffoor. C. Exposed top edge greater than 36 inches above the f.Loor. D. one or more walking sur[aces withir 36 incres norizontally of the plane of che glazing. Rl f]lazinrr in r:i I innc r.6^:rz..{lo<< nf hoiahl- -a h,1rz'. a r"ra I l* inrr qtrrf ar-e,,''Y",v|l|v!:,rrv Included are structural baluster panels and nonstructura.L in-fill nana l c 9) blazinq in walls and fences used as the barrier for indoor and outaoor swimming poofs and spas when the bottom edges is fess than 60 inches above che pool side ano tne glazing is wiLh-Ln 5 feet of the pool or spa waterrs edge, 10) Glazing in wafls enclosing stairway fandings or with.in 5 feet of then bottom and cop of stairways where the bottom edge is less than 60 inches above the walking surface SMOKE DETECTOR REQUIREMENTS : 1) A smoke deLeccor is required on the ceifing or wal-l at a poinL centrally focated in the corriclor or area giving access to each sleeping area. -- Sec. 310.9.1,.4 2) A smoke detector is required on Lhe ceiling or waII in each sleeping area. -- Sec. 310.9.1.4 3) A smoke detector is required on alf stor.ies. -- Sec. 310.9.1.4 If fha rlnr\ar level coni,ains sle'-nin^ r/1^r /<l : cmni.4 detecLof iS required in Lhe ceilj-ng of Ehe upper level close to the stai rway. -- Sec.310.9.1.4 4) Smoke detecrors are required to be wired to Lhe bujlding's power source and sha.I be equipped wich a oattery backup, -- Sec. 310.9.1.3 5) Detectors shall sound an alarm audible i.n all sleeping area of the dwel-ling in which they are located. -- Sec. 310.9.1.4 SHAFT ENCLOSURES: 1) Gas vents and noncombustible piping installed in waLl-s passinq r-hrough 3 floors or less do not need to be in I hour shafrs, provided the ^66"1-- ^--^oyou€ dLoUnd the venLs or piping is til led at each floor or ceiling with noncombustibl-e mate.rials.-- Sec. 711.3 ?l qha f-l- c f.\r .!:c \/anl e f rntnrrr-h,,i 1r nhimnaric nininn .\r 'lrr.'i- q i- h:-vsrrLr, !qeLUr y vut!r errfIrrE]o, ts/!yrrrY, do not extend through not more than 2 floors need not be in t hour shafts, provided the openings around Lhe penerral-ons are fire sropped at each f]-oor. -- Sec.711.3 TOWN OF VAIL FIRE DEPARTMENT ' VAIL FIRE DEPARTMENT 75 S.FRONTAGEROAD VAIL. CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Permit #: 402-0040 $O2 -co';21 Job Address: 356 HANSON RANCH RD VAIL Status . . . : ISSLTED Location.....: 356 HANSEN RANCH RD UNIT 410/420 Applied . . : 0611112002 Parcel No...: 210108243007 Issued . . : 08/0912002 ProjectNo: ?Tt5ol--oo?'|i Expires..: 02104/2003 oL{NER STEGAL, GAIIJ S. o6/LL/2002 phone: 1526 BAY BIJVD ATI,ANTIC BEACH NY 1-15 0 9 License: CONTRACTOR SUPERIOR AI.ARM AND ELECTRONI.OS/11/2002 PhONEi 970-926-8788 P.O. BOX 2568 EDWARDS. CO, 81632 License: 429-S APPLICANT SUPERIOR ALARM AND ELEETRONTO'/Lt/2002 PhONE Z 970-926-8788 P.O. BOX 2568 EDIIAXDS, CO. 8L632 L,icense: 429-S Desciption: ADDING NEW FIRE SYSTEM REPLACING OLD SYSTEM __::]::'_'::___..___:::::::__**+**:,****,*,.:|*,,i,, Electrical-----> DRB Fee-----> lnvestigation---> Will Call-----> TOTA], I,'EES-.> $108.00 $0 - 00 $3.00 sLLL.00 $111.00 $r-66.00 s0.00 Total Calculated Fees-> Additional Fees-----> Total Permit Fee----> Palments--------------> BALANCE DUE------.> * *** *l|r* 'l'l'* * +:t * +:f +:| + *:|,t * +:f * +:** *:i,t *it +*,t* * *** * +,* * * ** ** Approvals:ITEM: O55OO FIRE DEPARTMENT 07 / L0 / 2002 mcgiee requirements. 07 /29 /2oo2 mcgee 07 / 3L / 2oo2 mcgiee Action: DN Plans and submittals do not meet minimum c' Action: AP Action: AP 1. No point to point drawings. 2. No PE stamp. 3. A1I devices not shown on plan. 4. Plans are noted 't Not for Construct.ion,, . 5. Type panel not specified and compatibility not shown. O7/25/2OO2 mvaughan Action: DN second submittal did not include current p, information, nor did it include compatabil ity information. no rp or owner informa CONDITIONS OF APPROVAL DECLARATIONS I hereby acknowledge that I have read this application, filled out in fult the information required, completed an accurate plot plan, and state that all the information as required is 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. Rf,QUESTS FOR INSPECTTON SIIALL BE MADf,, TWENTY.F'OIIR HOURS IN BY TELf,PHONE 479-2135 FROM E:00 AM - 5 PM. SIGNATURE OF OWNER NTRACTOR FORHIMSELF AND OWNEF TOWN OF VAIL 75 S. FRONTAGEROAD VAIL, CO 91657 970-479-2t38 ouil*rru*r oF coMMUNrry DEVELort, NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E02-0104 Job Address: 356 HANSON RANCH RD VAIL Starus. . . : ISSUED Location.....: 356 HANSEN RANCH RD Applied. . : 06118/2002 ParcelNo...: 210108243007 Issued. .: 06121/2002 ProjectNo : {(;f5Z -Oo+y Expires. .: 12118/2002 oT/{NER SIEGAIT, GAIL S. 06/1,8/2002 phone: 1525 BAY BL\ID ATLANTIC BEACH NY t_1-509 License: CoNTRACTOR DOITBIJE Q EI,ECTRIC I6/L8/2OO2 phone: 970-748-978O P-O- B,O]{ 242 EDWARDS CO 8163 2 I_,icense: i_90-E APPITICAI{TT DOIIBLE Q EIJECTRIC 06/te/2oo2 phonel' 97o-748-9780 P.O. BOX 242 EDWARDS CO 81632 License: L90-E Desciption: COMPLETEREWIRE(100%) Valuation: $12,000.00 FEE SUMMARYElectrical--*> S21G . oo 'Iotal Calculated Fees--> 5219.00 Addirional Fees----->$0.00 Total p€mit Fee____> 9219.00 Payments------------; $219.00 BALANCE DUE---_-->s0.00 DRB Fee-----> lnYestigation--> Will Call-----> s0. 00 $0. 00 $3.00 TOTAL FEDS-> 9219.00 Approvals:Item: 06000 EITECTRICAL DEPARTMEIiIT 06/18/2002 DF Action: Ap IIEM: O55OO FIRE DEPARTMENT CONDITIONS OF APPROVALCond: 12 (BI-,DG-): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAIiICE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in firll the information required, completed an accurate plot plan, and state that all the information as required is corect. 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 INSPECTTON SHALL BE MAIJE o TWENry -FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5 PM. OF,OWNER OR CONTRACTOR FOR o *** ******** * ** * * * * * * * * * * * * * + + + * * * * ** * * * * *,t( * **** ****:* *** *********'i**** ** * * * * * * *:{t *:t * * * * ** !3 j}*** TOWN OF VAIL, COLORADO Statement ++++*** *+++******** * * *** * *****,i *++ * + * * * * N. r. * + * * * * * * ***'t '* 'f ++***+****+*{. 'N. * ** 'N.****{.* *++**'}*4.*,Nr +* Statement Nurnber: R000002609 Anount: $21_9.O0 06/2L/200210:03 AM Payment Method: Check Init.: LC Notation: #09862/Dou.bLe Q Permit No: 802-0L04 T]4)e: ELECTRfCAL PERMIT Parcel No: 210L0824300? Site Address: 356 HANSON RANCH RD VAIIr Lrocation: 355 IIANSEN RANCH RD Total Fees: $21-9.00 This Payment: $219.00 ToLal ALL pmts: 9219.00 Balance: $0.00 **********+****+******************************************!t**i.+*************{.***:t,t,}***!!****{.* ACCOUNTITEM LIST: Account Code Description Current Pmts EP OO1OOOO31114OO TEMPORARY POi,iER PERMITS l,lc OO1OOOO3112BOO WILL CALL INSPICTION FEE 216. 00 3.00 s6/L3/28s2 14:49 DOUBLE O ELECTRIC Ict- Pcrmlt#: ,4-- 75S. Vel[ ttt.rl.t..l......r.t....r...ritr.rrrr.r.Fon oFFIcE usE oJlLYr..r..i.......ltttr...r..attatattaat. AI4OUNT OF SQ FT U{ STRUCIUNE: Ullccw ?la I dJL66oat' lob l{aqE: t5re.a d- t- Pns , oa nr.l,Jobrddres#*Ct\Tt nNtu Ua tT* *4-3ii-lh*ttrll R*ts-& A,D. ua; t- legatDescrifi;n l*, I an r* | rnrns,Subdlvtsbn:{|wiEKclq.-l |qqtrlzFffi'ZFryn-; --- -- | ehbne: Englneer:Address:Pttone: Detailed descdptton of rvork: Carnohrb er. -tsr r-f laa ia WorkClass: fthw() Additlon( ) Rernodd{t+ Repair( ) Temppower( ) oher( ) VUorkType: Interhr( ) Ecerior( ) 8oBr04 DoesanEF|Uexistatthbb€tion: Yes( ) l{o( ) Tlpeof BHg.'sUue-hmlly( ) Dr"lFJ( ) Muld-r|m0yt4-comme|rtd( ) Re3rilnnr( ) fitlr( ) l{o. of Etisting Dtrelllng Units in drb building: Zj I trto. of Accommodation Unig in thb buiHing: il.. Is Bris permit fqr a hot fub: Yes_( ) No 04 Does a Fire Ahrm Exist YesI - No ( ) | Does a File sgtnkbr sFtern Ectsts yes (41 ib ( ) FFcelv JUN 1 fi iilil TS\j-ii#ri,"riAV' ' F:/E$rysncr'lbnrF/rtlgrF rt {.'g TOWN OF VAIL FIRE DEPARTMENP VAIL FIRE DEPARTMENT 75 S.FRONTAGEROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Permit #: F02-0022 Job Address: 356 HANSON RANCH RD VAIL Status . . . : ISSUED Location.....: 356 HANSEN RANCH RD Applied. . : 06/1112002 Parcel No...: 210108243007 Issued. . : 07/2412002 ProjectNo ?(SOA-OO?r{ Expires..: 0l/2012003 owNER SIEGATJ, GAIL S. 06/77/2002 phone: ]-526 BAY BLVD ATI,ANTIC BEACH NY r150 9 I_,icense: colERAcToR AI-,L STATE FIRE PROTECTION, 106/1_L/2OO2 phone: 303-288-3901, 604s E 76TH #12 COMMERCE CITY CO 80022 License:370-S APPrJICAlirr ALL STATE FIRE PROTECTION, 106/L1./2002 phone: 303-288-3901 5045 E 76TH #L2 COMMERCE CITY CO aoo22 License: 370-S Desciption: INSTALLATION OF FIRE. SPRINKLER SYSTEM Valuation: $13,000.00 ,* * d(* * * **,t *:* *** ** * Mechanical--> $250.00 Restuarant Plan Review->$0.00 Total Calculated Fees--> Sl28 - 00 Plan Check--> lnvestigation-> Will Call---> S55.00 DRBFee---------->go - oo Additional Fees------> BALANCE DUE-----> pq!hFn,.-----------------> S 3 2 8 . 0 0 $0. 00 $0.00 $0.00 TOTAL FEES-------> 9328.00 Total Permir Fee-----> $328.00 $3.00 Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMEM| 07 /23/2002 mcgee Action: AP Christiania has recalled sprinkler heads f previous job. Recalled heads must be replaced in unit unde r pennit, CONDITION OF APPROVALCond: 12 (BLDG.): FIEL,D 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 otn?o.Oin-..s of the Town applicable tt e..to.O REQUESTS FOR INSPECTION SHALL BN MADE TWENTY-FOUR HOURS IN ADVAI{CE BY Tf,,LEPHONE AT 479.2135 FROM 8:00 AM - 5 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF * * 't * * * ** + + * * * + * * * * * * **+* jl * * ** i! it( * ****** ** {. ***** **** *******+ ****** *+*** * * ** ** * **+{. ********1.*:t* TOWNOFVAIL, COLORADOCopyReprintedont7-24-20l2atlt:50:06 07/24l2OOz Statement ************ **** * * * * * * + + * {. * * + + * * * * ** * * * * * * * **** **** 'f *:*t( ********** 't :t * * * * * * * * * * * * :tr * * * {t {. !F**'}*** Statement Number: R00000255L Amount: 9328.00 06/tl/2O02tO:0T AM Payment Method: Check lnit: DF Itotatj-on: Permit No: F02-0022 T)4)e: S pRf NKI.,ER PERMIT Parcel No: 2L0109243007 Sit.e Address: 355 IIANSON RANCH RD VAIIr IJocation: 355 HANSEN RANCH RD Total Fees: 5328 .00 This Payment: $328.00 Total ALL pmtss: $32B.OO Balance: 50.00 ****** ****+****++** * ***** **** * **** *:t**** *:r***rr,F ***iF * * + * * * * * * + * '*:F * * * r. * ******** ******** i. * ****,* ACCOIJNT ITEM LIST: Account Code Description Cunrent Pmts MP OO1OOOO31113O(] IYECHANICAL PTRM]T FEES 260.00 PF OO1OOOO31123OO PLAN CHECK FEES 65.00 I^IC OO1OOOO31128OO hILL CALL INSPECTION FEE 3.OO oo /ALL-STAT€ EQUIPTMBNT SUBMITTAL AND HYDRAULIC CALCULATIONS FOR SIEGEL RESIDEI\CE VaiI, COLO C. Mike Morgan II, E.T. NICET LEVEL III, # 093931 6045 E. 76th ,Ave. *f 12 Ccnmerce Caty, CO AOO2? (303) 288.3901 . Fd (303)28&1936 FIRE SPRINKLER J'JJ-i' o F. rI I Hydraulics Surnmary Sheet I I I I t T I I t I I I T I I CMM CONSULTING & DESIGN, LLC 6523 SOUTH OWENS COURT LITTLETON. COLORADO 80T 27 (303)373-0191 System Information C. I4IKE MORGAN II NICET III TO93g31 Spr Req'd Pres: S5,67 pst Spr Req'd Ftow: 53.66 GpH Add'l Flows: O-00 GpM Hose of Srce: 100.00 6ptl Totol Flow: 153.66 GPt{ Totol Pres: 95.67 pst Stotic Elev: 0.00 Ft iupply..- Water Flor Test_ Stotic: 14s.oo psI Residuol: 125.00 PSI oty Flowing: r.600.0O 6pM Elevction: 0. O0 Ft Dote: By, Time; -.Pump Data_ Roted: O-O pSIp O-O GpH Boost Pres: (NR) psl Dischorge Pres: (NA) pSl Dischorge Flow: (NA) Gpr,r _Combined_Stotic: (NA) pSI Residuol: (NA) pSI Qty Flowing: (NA) GpM Available... P) rlq.za Pste 1s3.66 GpM F) ss.ez PsIe zsos.ls GpH Pressure: 49.07 pSI Flow: 2451.52 GpM 0esigner: Project lnformation I I THE SIEGEL RESIDENCE I uNrTs 41O & 420 OF CHATEAU CHRIST|AN I 356 HANSEN RANCH ROAD VAIL, COLORADO I I I Controct No: 220o19 I Bu ild ing: iSystem ]D: RfnOTE AREA A CRLCULAI I ON (FDUR HeaOS rlOl{ Ref, Orowing No: Fp-01 I IConstruction: IOccuponcy: I IAuthority: UAIL FIRE I I ...__.,_... _--._...____- I Hydraulics System Type: Dens ity: Remote Areo: Sprinkler Coveroge: Design Stondord: Hozord:. Figure: Design Criterie r€T .05 6PX/SqFt ?17 SqFt <256 SgFt NFPA-13R RES I DENTI AL N/A Curve: N/R _Sprinklers / Nozzles_ Monufocturer: GEH Model: Fg78 Siz€r 7/16" K-Foctor: q-2 Temp. Roting: 1Ss L- Sigmo Dynomics Corporot ion 77OO Summory Shee[ I I = .i t](o !{ q, .fiur*o&('r,.Lo(3.oo(]. . .o>|.n rn - -$NOtl i-l r..l o-:tftD -6o,:!of{J(D .a 1f 10 (s;nurdr>r+ ol -t>utuu le;g6 t,iE3oE\ liF Eooo lo= I I =o- t9 ;I U- 6 6 = rg =IF o l3 I r5 IL k F Eo s E Cr>lfi :E:Eo- o_ a- {L€(5(5(5 (oclc)s'(0ooro {to(ff,iu! ttrtnrl r{ ID O:) (taLl/, N(oN.(o mot!n :tp_., q66nr E Ei oord* 5 E11 -Oo- L O|, AFOJC O'C{ O+r6o * ';': o o'l:9I>h.H :i;(/}6dff (3 CtooGl-oc){crf;RfifiR|ol* I H:(f)o- o-(9 N$loul o)dvLn olN --f ED ulLnf60ro -(LL! 88R tlgd) ernssald 88R38 I I I I SUeMrtraL SERTAL wO:arzOr REMOTE AREA A CALCT'LATTON (FOUR HEADS FLOWING)fHE SIEGEL RESTDENCE CMM CONS{ILTTNG & DESIGN, LLCC. MIKE MORGAN II, NIEET IIT #09393J-CIO AT,L-STATE FIRE PROTECTTON, INC.6045 E. 75TH AVE. SUITE #12 COMMERCE CITY, CO 80022 FLOW TEST RESULTS water SupplySTATTC 145-00 psr RESIDUAI-, ]"25.00 PSI @ 1600, OO GPM CITY PRESSIIRE AVAILABLE AT 153.7 GPM 144.74 PST SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MIN]MIIMSPR FLOW FLOW K-FACTOR PRESSURE 06-a3-20a2 PAGE 1 t I I I I 101 t_4 . 6l- 1_2 . B0aoz 13 .29 1_2 .80103 12.80 12.80104 l-2 . 96 12 .80 4.20 4 -20 4 -20 4 -20 TOTAL WATER REQUIRED FOR SYSTEMOUTSIDE HOSE STREAIqS AT OTOTAL WATER REQUIREME}.IT PRESSURE REQUIRED AT O MAXIMUM PRESSI'RE MAXIM{IM VELOCITY t2.LO 10 .02 9.29 9 .52 53.66 GPM 1_00 - 00 GPM r_53 - 55 cPM 95.67 PSI PSI FPS IJNBALANCE IN LOOPSFROM 5 TO 6 I I I I I I t I I I 0.00 L9.74 L2 11 I I I I I I I I I I I I I I I I I I I SUBMTTTAL SERIAL, NO : 4i_70Hy1 REMOTE AREA A CALCI.II,AT]ON (FOUR HEADSTI{E SIEGEL RESTDENCE 06-03-20Q2 PAGE 2 12 1"02 q 11 12DQ r1v LocaEion From To t_3 r-03 o Flow pipe in SizeGPM IN 0 .81_1 12 .80 BN Fittings & Devices F=T/28 FLOWING) Equiv tength FI tr nn T nn r.2 .00 I .00 2 .00 10.00 J-. UU 0.00 1.00 Friction Loss PSr/Fr U=T5U 0.1321- \.=If,U 0 .1351 C=150 0. r_338 Pressure Surnmary T'D I 9.29 (103) -u - zz'l tro 10.66 ( 13) 9.52 (L04) -v . zz l-.35 10.6s ( 13) 0.00 0.13 LO.7B ( L2) 10 . 02 u.02 ) -0.22 0.99 l-0.79 ( 12) 0.00 1.73 Lz.zZ I a-rl 12.10 (101_) -0.22 0.s9 12.47 ( 10) o .00 0.05 L2.s2 ( 11) 0.00 6.76 t9.28 ( 9) 4 -33 6.76 30.37 ( B) 0.00 r.l" .44 41 .81_ ( 7) 0 .00 19.24 13 104 nY 13DQ 1,2.96 12 .80 25.76 0 - 81r" BN 1 .055 0.81.1 BN 1.055 NC 0 .811 DR 1.055 NC 't nctr NC 1.055 NC 1.055 NC 1.055 NC F=0/E F=0 F=T/E .F=U r-3 .29 25.76 39.0s PT PE PF PT PT PE PF PT PE PF PT PT PE PF EL PE PF PT L r T L F T L F T t F T L t- T 2 .00 C=ls0 s.007.00 0.1415 6.00 C=150 0.00 6.00 0.2888 10 101 n:d 14 .61 14 .51 39.05 s3 .65 53 ,65 53 .65 LF=T F T LF=0 F T LF=E/T F T LF=O/E F T LF=A/28 F T LF=T/a F T 0 .50 3-00 3 .50 1 .00 0. o0 1.00 s .00 B .00 13 .00 10 .00 3.00 13 .00 1-5 .00 5.00 22.A0 27.A0 10. 00 37.00 C=150 PT PE 0. r.687 PF C=1-50 PT PE 0.0459 PF C=1-50 PT PE 0. s200 PF C=l-50 PT PE 0 . s200 PF c=150 PT r.I1 0.5200 PF c=r_50 PT PE 0 .5200 PF 10 11DQ 9 \J 8 0 s3 .56 I I SITBMITTAL SERIAL NO:4i.T0Hy1 I lIyoT!_4lEA A eAr,CUr.ATrON (FOUR HEADS FLOWTNG)THE SIFGEL RESIDENCE 05-03-2002 PAGE 3 I I I I I I I I I I I I I I I I I Location From To trc Flow i-n GPM 0 s3 .66 0 s3.66 0 53.66 a s3.66 a s3.55 f-\ -a ?-v J5 . Ob Pipe FirtingsSize &IN Devices r-. 055 L F=T/BV FNcT 2.635 LF=5E,2Tl5E,2T FFMT 2.635 LF=E/E FFMT ) 41tr.!F=RPV FFMT FEBCO MODEL 860 RP 2.635 LF=E/E FFMT 2.423 LF=T,GV/E FUNT Eguiv FricLion pressure Length Loss SuuunaryFr PSr/Fr. PSr 2.00 C=150 pT 61.05 ( G)5.00 PE 0.008.00 0.s200 PF 4.1_6 90.00 C=120 PT 65.2i_ ( 5) 94 .00 PE 13 .00184,00 0.0091 PF L-67 10.00 C=120 PT 79 -BA ( 4)L0.00 pE 3-0320.00 0 - 009L PF 0. LB 3.00 C=120 pT 83.09 ( 3)0.00 PE 0. 00 3 .00 0.009L PF 0.03 BACKFLOW PREVENTOR 11. 31 2.00 C=120 pT 94.43 ( 2')1_0.00 PE 0. 00r.2.00 0.0091_ PF 0.11 50.00 C=150 PT 94-54 ( 1)25.60 pE 0.4375.50 0.0091- PF 0.69 PT 9s.56 ( 0) Hydraulics Summary Sheet CMM CONSULTING & DESIGN, LLC 6523 SOUTH OWENS COURT LITTLETON, COLOR.ADO 8OI27 (303)973-01S1 Project Information THE SIEGEL RESIDENCE UNIT8 410 & 42O OF CHATEAU CHRISTIAN 356 HAN$EN RANCH ROAD VAIL, COLORADO Designer: C, MIt€ HoRGAN II Colc By: NTCET IIi $093931 I I I I I I t I I I I I t Controct No: Building: System lD: Ref. Drowing No: 220013 REIIOTE AREA A CALCULAT ION (SINGLE HERD FP-01 /o? Hydraulics Information Demand.-. Spr Req'd Pres: 53.92 psl Spr Req'd Flow: 16.00 6FH Add't Flows: o,oo 6pHHose of Srce: lo0.0o 6ptt Totol Flow: 116.00 6ptt Totot Pres: 53,92 pSI Stotic Elev: 0, OO Ft Supply--. Wat€r Flow Test Stotic: us.oo-pst Res idual: 1ZS.0O pSI Qty Flowing: 1600.00 GpHElevotion: 0, 00 F t Dote: Byt Tirne: Pumo Data Roted: O-O pSIp 0.O Eprl Boost Pres: (NA) psl Dischorge Pres: (NA) pSt D ischorge Flow: (NA) Gpt.l _Combined_ Stot ic: (NA) pSt Residuot: (Ns) psl Qty Flowing: (NA) Gpfi Avallable... P) 144.84 psre 116,00 6pH F) s3.82 psle 3630.04 GpM Pressure: s1.02 pSI Flou: 3514.04 GpH ConStruclion- Oceuponcy: Authority: URIL F IRE System lnformaflon _Hydrau lics Design Criteria_ System Type: tET Density: .OS GpH/SqFt Remote Areo: 212 SqFt Sprinkler Coveroge: (ZSE Sqtrt Design Stondord: NFPA-13R HOZOTd: RESIOENTTAL Figure: NzR Curve: _Sprinklers / Nozzles* Mcnufocturer:6E!,l| Model: FgZg S;ze: 7,/16,, K-Foctor: 4-2 Temp. Roting: 15S Sigmo Dynom ics Corporotion I7700 Summor y Sheet ,lI I I 5 o (o r{ (,}(']*o-o_(' oo.oCfo. . .o>rnn. -rlf\tolI Fl Fl CL3fct -5O'a o': o o qono, )P llJ a>(n(yr,J lc=* 3fi liE!DE\ liF Eooo lo* ='o.o EIL 'D6 = r9 3l: o l$ llJ l? a l6 Fljo 16 E C>i Fi E:ETo- {I a- {L(5CD(!(r ooocfo(f,oo (,(]o(o I-{ Ot-{.l r{c, ID (t)o_ ro LLnt@ c\,.o{tul(f) :* Eo '6[65u E Ed o68'5E/'t -o.u- L rE (A E -olf 0.1C- O{.rc]o # ':: o ,Jr .d '- (Y O>KP Tfta,itdfiooctctt(ilAle ftSdarneBeu ro l$' I H=oo-{L (9 ottoo t,l {-o}rl o.'I:L -1,CD vlLtfif{09o>i- FRRF€FF<> crtc:t$t c{ REMOTE AREA A CALSUI,ATION (SINGLE HEAD FLOWING)I THE STEGEL RESIDENCE I cMM eoNsuLTINc & DESTGN, LLC I c. MIKE MORGAN rr, NrcET rrr #093931 I C/O ALL-STATE FIRE PROTECTTON, rNC.r 6045 E. 75TH AVE. SUrTE #12 COMMERCE CITY, CO 80022 TT FLOW TEST RESULTS I water Supply| fi$3Tff^' lli:33 i8i @ looo.oo GpM I crry pREssuRE A'ATT.ABLE AT 11G.0 GpM 144.84 psrI SUMMARY OF SPRINKIJSR OUrFT-,OWSI I ACTUAL MINIMI]MSPR FLOI{ FLOW K-FACTOR PRESSTJRE I 103 r.6.oo ii.oo ---;:;;- --;;:;; I I s'uelarrrar-, .ERTAL No:+rz}. I rorAr-, wATER REquTRED FoR sysreu 16.00 cpuI OUTSTDE HOSE ST1REAMS AT O 1OO. OO GPMTOTAT }VATER REQUIREMENT 1].6.00 GPMI PRESSURE REQUTRED AT 0 53.82 pSI I MAXIMUITI PRESSURE IJNBALANCE IN LOOPS O.OO PSIr MAxTMUM vElocrry FRoM 13 To r-03 g.s+ FFa I 06-03-2002 PAGE 1 T t I I I I I I I I LocaLion I SUBMITTAL SERIAL NO:41?0Hy1 T REMOTE AREA A CAICUI,A"ION (SINGI,E THE STEGEL RESIDENCE SITBMITTAL SERIAL NO: 4170Hy1 REMOTE AREA A CALCULATION (SINGLE THE SIEGEL RESIDENCE Flow Pipe Fittiin Size &GPM TN Device 0.811 1_6 . 00 F=.r / BN 1.05516.00 F=0 NC 1, 05516.00 F=0 NC 15 .00 E=E/.: NC 1. 05515.00 F=0/I l\trr 1.05515.00 F=A/2 NE 1.05515.00 F=T/T tt/rlt \- 1.055r_6.00 F=T/B Ilrrr z . oJ5 HEAD F t I I I I I I t I I I I I I I t From To n'r Flowin GPM a 16.00 Pipe Size IN 2 .423 IJN Fittings oa Devices F=T, GV/E E F L F T Location From To r-3 103 a\v L4 J-J nY 'l 1 1) nv 9 11- a\v o 15.00 F=58,2T/58,2 FM 3 4 2.635a 16.00 F=E/E FM 2 3 2.635a 15.00 F=RpV FM FEBCO MODEL Bl 1_ 2 2 .6350 1G.00 F=E/E FM I I I I I I t T I I t I I I I I I I I o T &q .C lpg p E tJ Ub e-ft {i n {t b q CI k Tec h nic a I D atu : I'$ b l"e s. 6.5 o tt \ 14.5 r2.5 Allowances are for streamlined soldered fittings and recessed threaded fiftings. |3: lk.ld:d fi uin g s, do ub I e rr,., urr o*un.. .i-o'u,,i' J" il H,..j,^1..::]i"..l...l.lJengths presentedabove are baied upon u Clu.ro, of 150 i:rue uazen-Williams friction tos! formula. TT,. di;;;"; are rounded ro Table 5. Type l\{ - pre ssur^e loss in Jittings aud valves expressetl inequivalent length of nbe, feet : : :::....... .-::..:........ :.t..:: .:. I, 0r i,,,----*-:,.*,;,". . ,ltlj"t:F.::;...*.._' ; varves 1; standard : Standard Ell S0;i;. " r '-':- -:r ' - '' ,'*--''-"i r-:-*r-i"':i-::*:--i-- ' slze, tn. ..., coupling ; Ball : Gate ; Btfly i -i l-'' i | : I qno Check ,-^ . Sidt. Straight4J_ oranch . runj-i ,tr : -i /€ i .) i- I ls i ;: i i l.J I - i - J i - l ,i t /n NOTES: I I I I I I I I I I T I I T&e C-qrysr IuheEsedbsa* I Technical Data: kbles I Table 2c. T!'PE M - Dimensionsl-und Phvsical Characteristics Nominal 0r standard size, inches Nomin al dimension s, inches Calcul ated values (based on nominal dimensions) Outside diameter Inside diameter Wall thickness Cross sectional area of bore, sq. inches Weight of tube only, pounds per linear ft. Weight oftube & rrater pounds per linear ft. Contents of tube per linear ft Cu ft.Gal. L ,/,.500 .450 025 .159 .145 .214 00110 .00826 t/,.625 .569 .028 a<A .204 .314 .00t76 .0132 tlo .875 .811 .032 .517 .328 .551 .00359 .0269 1 1.125 1.055 .UJ).874 .465 . E4l .00607 .0454 1 lt 1.37s 1.291 .042 1.31 .682 1.25 00910 .0681 7'/,1.625 1.527 .049 183 940 L.t3 .0127 .0951 2 2.125 2.009 .058 3.17 1.46 2.83 .0220 .165 2.625 2.495 .065 4.89 z.vJ 4.14 .0340 .254 3 3.125 2.981 .012 6.98 268 5.70 .0485 .JOJ 3 t/,3.625 3.459 083 9.40 3.58 764 .0653 .488 4.125 3.935 .095 12.2 z+. oo 9.83 .0847 . oJ+ )5.125 4.907 . 109 18.9 6.66 14.8 l'tl.IJ I .982 6 6.125 5.881 .122 )1 7 8.92 20.7 . 189 r.41 8 8.t25 7.785 .170 47.6 lb.)331 2.47 10 t0.125 9.701 .212 73.9 25.6 57.5 .)lJ 3.84 12 12.125 11.617 .254 106 JO. /82.5 .736 5.51 I Technical Data: lqhk; Ike eapps fube Handbookt I I file://c:\wlNDows\DEsKTop\copper submitrals\copper tube type M.htm 5/13/98 T Osysu -1, -2 OUTSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH Poter Etecrric silniifrtg., Lrol 55 Glen Cameron RoadThornhill, Ontario, CunaA, LgT 1p2 (e0s)ssz.1833 l:;!!f.T" LrsrED, FM AppRovEo ana wrrail I I I I I I.Y:.q-l srock No. 10i0106 ;rsu-2 Stock No. 1010206 ]^.l.lf TNF.RMAT.N s;;H,i;"'ll1l: Tl'''l the open pos*ion or ani l.lJ:*n: ::':l :;; ffi ; :;?T#ilil "ff [g igtl; iH:# {n:i r i: :r'*i,*":..ili, Dimensions: 6.19"1 X 2.2S_W X S.SB,H weisht: r '0, lS lll L x 5'7cm w X 14'6cm H Enclosure: Cover"_' Die-Cast Finish - Red Spatter EnamelBase _ Die Cast Zjnc All parts ha,cove,. ra mpJi ";il:::"',?i::i#:il::".1 rjn jshes contacr *;r,;n.,oot'onal cover tamper tii avaitabte. OSySU-l: One set ol SpDT (Form C)OSySU_2: Two s 15-oo Amps ", ,r:E;l;i|r (Form c) =^,.,__-2.50,A1.ns at 30VDC resistivetrnvtronmental Limitations: :19jir" 140.F (_40"c ro 60.c)NEMA 4 and NEMA Op encto=Jure ftpOZtIndoor or outdoor r locations.see ur,,ii! If"tigt use in hazardous "" " 0,, Jf,,l'Lliio# ;:::ni" s40070s osys. u" EX ""*,"" rrlli.kouts for i/2,,conduir provided Automatic Sprinkler une or two famiJy dwellino il:,',:'""J'fr n:::;TI j,l'. ro u r s to n es ;'11ffiiffffi:ffil1t:x kevs are avairabre see ffJ:1X15 r, J:ll,^,y'. * s wlrcH . sl:l g: :I:i;';Jn:#fu $i,.J,:.JJ;] ff l:ft, ". TESTING #;.i:lil i i:ii.B:T5 :.Ti:j ;.j f ff :,,Hff, lJ',ffifi'f:"i;,]55*ffi::l111 .,"'a.ia,,nir*'iil qr"rt.r.ty .; #;;;;"q*ni[fttn*"o'rer recommends NFPA.13 NFPA.13D NFPA-138 NFPA-72 H'il,;?::._1:,d "i i p6,r?,il,ti::JL:.fi ::lln.: rornt .onuJni.'fi; i;K:[Tt, Hl llin'nn jn size from 2,,to 12'. Thev wilr _^,.. cts and rhe OSYSU_ me vaives ". smurr a. r )21,. They will mount on *. ,rt,,"|r,. rn p/ace by tuo ranper fesjsranr::., ,l.t require a speciat to Ifi ;;'1,..T: ,,,i[in t #ffi: j: l#l [: * I PAGE 1-F? trc7.t-L,rl I Ht UqYSU_l, _2 cuTSlDE-SGw AND YOKE VALVE SUPERVISORY SWITCH tre, t SMALL VALVE INSTALLATION - 1/2" THRIJ 2112'SIZES Jo'o.. I j,ave BAR t I Dwc lls7s_3 I #ff5':X!:'^i^"iHYII"']J5[5il17,1'#?i,ff.1%li;?iHy,iix.;"1#,,'IplAl'-'#]0,,,soME S.;f"_LD I'tOtL, tltt tC hC -t5Mj,t er usio ron rrrri-6.DJ U 5Tf"1EllT OF- iy/ r.!at) QPPc s 71 BRACK IT BOLT Ii1:_s4;, ;; ff , 1 ffi ,'r"ff i: J: ::ilT :H "" rr om rh eDu rl|ar lne trio rod lays against the non_feaded portion of the vaive stem. iosen the lockinn .^.^,^,.r.^ i:j::ls,:::?y,rl"t hotds the rrip rod in prace il,'"lll':l,T::1i:llr,i"iil:;t"'il:,i".X;lJ."J J ::'',:.'ln ii..::l*"ff :dTii: +#Hil;',,;-,.o*;$ 'i ;T",i: ll; :jili;::.'ishten,he VALVE INSTALLATION l:to"" and discard "C" washer and roller from the tripfid. I u|lcr iroln Ine I lith the valve In the Ft I I .rDu: " s I _ ;; ;:ily"T;: :i g?"jl"J:::^i:", jl : 6. Remove rhe OSYSU. l,l" " 1.{g, deep groove centereo onrne mark on lhe valve straight fite. nouna ujjll utilizing a 3/16" diameter p reve nt d a m a s e-r il? ^", [: ii.rff n" :ff : "" : ll]'-%"Tr'" :"rl:,1*" easilv in ana out of the iro""" ""'lil ,)"'* i. 7. Mount the OSySU witt 8. Finar adjustment ," ,.n"t 'nu trip rod centered in groove, 1) and sliding ,n" o"rli,o^l'll-tening 2 screws (see Fig correct when switches DU- on lhe bracket. Adjustment is seated in the valve rt.;':-l:tactivated with ihe trip rod activatewhenth; jil;'lr%"',:..il1*?l,I;,:l,i,:f * 9. Tighten the adjustment Ch-eck to;il;il;il:Yews and arl mountins hardware. and that the switches ,;"'31'T"l':: out of the gioove easily varve is operareffi;1"^""::? Y;tlt1-one turr ihen lhe cr-oseo posiiiil "' ' 'nt FULL oPEN towards the NOJE: CLoSE THE VALVIrrrr srEM rHRF^nc ^^ :Iylly_Io DETERM|NE THAr 115s_wli*i;Hffi ^"#ffi;$"Jl'i,l5Ji5^,'l,ll.#0.uuuLD RESULT rN A FArsE iitvL oi,eiiiJ;Jffir_ t;, *,r'rn#i*if i,g,,T,';ffi ,ip" " ir'$Hii;l*.*rli', carnase bo, s and i;Tff:"': * :::; * : :::"'1# ;' I I Mrct, #ss2ooo4.ETt: MFG. #54@979 . 2/97 PAGE 2 OF 4 r(BIPCTTER o,,,, ',ff*If f;J ;;-t, vA L vE SUPERVISORY SWITCHt;;LARGE VALVE INSTALLATION. S" THRU 12" SIZES :: l!t, r2'- rA-,i[s Lsr :r,qpra:L 9,.1 :^ CARR A:E BCr-f ! r,rf g1.1rili rrS,DI OF yOvE rF IrtEtl! !f rf 6 p1r- ,,Ltrir,r ,Ct. S LOTTED I,IOUI,lTING f.?l' I *,, H.,,|rl"?'niroft s'ritcH oll BRACrtl r 3Jl JT J"",if. ?,.l : iy"' il: :* f#,:s :, i,j#,, " t ;;ffi;;$tfu ;n carr age bo,,s and I t CUI,IP BiP CA?P,IL.'E BQT].. (2 PIIUPFN, RO LLER GEOOVT YOKE VALVE ST[|vj TRIP ROD t;;ffiI,",,"#*** L"E edl"ase oorrs and i*i"'t,l:,iflTfi[]trfd1ffi'{*:; til,t,*:{,ln#*qirf,*,,T,,.}ffi ,{*. tn; d.;: .'# ;:r * ::;'".:. ",..: ",)j'^" T.rk of the vaive stem ut ii e Ro u n d ". o .,#i"ii. .'[!j ; ?l?"#ff '?j ;'JjJ::l damage to the valve pac move ea.siry," ""0 o; orTi'S;l1i:1f,;:t"Xil: i:0,"operated. 6. Mount the OSYSU loosely with the trip rod centered jngroove. ' i'3::ri.|ff]q: I i il i ;"? i"; :"T:fl '^::t:ff Ji.:.,, n,, correct when switches an s e ate d in rhe varve ;; ; ;,.::il.jffi l?1,1l1: fr ,'j,f"'J, Fiiut5 Jlll ffi #lt s"..rtEli j*: fjilff :, ''.' I'fJiiiT'i1'Jil:iT:'1?':11 : n d mou nt i ns hardwa re and lhat tnt t*ttil.'".ir::'T:y':: oul of the sroove easilv H 5* j::5h1 i ;;t :" 1,:,-I, .3';."^l iJ;l J,,,i:,,. i;i il ffi li{i!'fi ii iifi'^i5t',?i,il,i,H' ; [i iyA'..# l,' lIi 1? xll:f,.'; t?ff hTjft 5i,. I ilfl:liiffiT*F #97e-4 RGE VALVE INSTALLATION PAGE 3 OF 4 tP,POTTEn o u rs, D EIiRI; i;J ;# vA LV E SUPERVISORY SWITCH DIMENSIONS T /\ tl ll noo [xrENDro i ]-_---.--r' I I J tI - T' iI 6.i! 414 llt / '-l1'r 1fr c\ ROD RI'RACIEO sEcrr4/,t ptuovto tr-l ll ll \-J r(N0c110uIs iOP ELTCI',CAL ,-orilJEc ilorls221 zcc I i i ,.*] AKING EXCESSIVE ROD LENGTH SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL TYPICAL ELECTRICAL CONNECTIONS It]0rcAalNC OEVTCE -B-""*CAUTION: A!-unr4sulated seclion oI a srngle co4duclor!truuro nor De boped around the temtilar andserve€s two separate conneclrons. Tne wrrernusl be seve.ed, lnereby providja3,"i"",a,on :ll1con:qTtion in rhe evs6l 1661j^. *...oecones dislodged hom under lhe te__.^al_ TIN€ FE!r510R Contacts shown jn normal (valve open) condition. TYPICAL SWITCH ACTION opEl.r vALVE pcsrT,oN cLosED VALVE posrTroN coMi v t1.0. svi xt \|}uc. I nn r,l i f-_=- llsw #2\ .4.. lv r_t- ilfl:fiiiiffiEF I TO SIJPER SORT CRCUttOF CONTROL PAJIEL 13: -' - :,'x;o'n4Att o t'r H6x Key iof Cover Scfews and lnstallatron Adjustmenb Optional Cover Tamper Switch Kif reducef type valve installation kils (il required) contact vutu" n''"nurr.irl. Dwc #s79_2 PAGE 4 OF 4 I I ovsR-F VANE TYPE WATERFLOW ALARM swfrcH wri nernnoponer Etearrtc Stsnit C;;;any 2081 cratg.Road. p.O, Box 284g0ISt.Louls, M0 69i46.416t (314) 878-4,521. (800) O2s.g9s6 ff[?i,ifffimild;ffi [?ou!HX!3!1".to' c"n"aa Lsr 1 P2I I I I I I t I UL,ULCandCSFMLht.d, FMand sarvrce praseure, uo,o oro rr',tttApprovsd'NYMEAAcclptcd u,s. PAT. NO,3921989 gi+15##r#'-.J:,,ffi Mlnlmum Flow Rate,or Alarm: 1O GpM Maxlmum Surg6; 1e FpS Contact Ra ngr: Two 6et6 of SPDT(Form Cl 16.0 Ampe ar 1zSl2bOVAC, 2,0 Amps at 30VDC Reelitlve Condult Entrance!: Two knockouts proyided for 1/2, condullEnvlronmental Spoclflcattonr:. sufiable tor lndoor or ould( ano cte_casr trous.".__,_ooruse wilh,actory Installed gasket. NEMA 4/lp54 Rated-Enclolfltng eure - uae wllh approprlste condull : J,::n?:rarule Rqnse: 40,F/1 20oF, 4.s.c/4s"c. Non_corfoslve sf€€ve fectory ln6tarr"J in'rliJ" Cautlonr Thls d6vice lB not lnlerenvtronm€nts tded tor €ppllcalions in explosive Slzsr Av.,rabtc: plpe echedul r r t m, o,o"'u'olro#,1',.j?'o"J'.ne; t' tn.u t' Sctvlc. Uss: Automatlc Sprinkler one or rwo timiiy'iwarrr"" lt!14-13 Reeldentlal occupsncv Y NFPA-13D ru"rron"iiriJnir-im-wr#rofou/slortes NFPA-13R optlonrt: coverTamperswtr.n ritr, sro.r r.io. ooroorJtt^'tt I AEN.ERAL tNFoRMArroNf ;;|;.il:niy,:l;r'i, i.1?1,: llf-s_i/3r:lglv ewrlch,or use on wel INSTALLAT|Oil: See Fto.2 ,lln",'j^1,.Ilfl T:l Tl,:,rl,"l on hortzonrar or vorflcal:;rJttTiJ":lff [1.tT,,;i#ilrff ii[i;iil.J.fi #x",:it f lec approved 8l2es are 2r rhlr ;h,ll.mr;;;; .,: :,iilH.,lffilT1*., .. 1frtr, ffi:t;fr g6[#i'-+'m'*:fr r l;g'gig#*--fi'$#ilT[,#'Er*tJ#i#il{i;;. holzonlcll plpe rnei, efroufl-;E; v' r.Irunzonrar or vorllcal oio6. on where rhey ;u t" i'i*#ro[] 'ifl"'lld.9n.ti'".too slde oi tire ptpe wilhin 6' ot E rittr"g-*iir.ri iiirJn^€.unlte,should nol be inetalled wlthln 24. ot a varie oi lrarn*',see lne dk6ct,on ot.the watarllow of orain th€ sy8tem End drill a hole ln the plpe using a circular eaw lna Erow Bpeed drlll. The 2" (Somr :'"TI:"rr.ore.w'h;;Hiillliif .',,,,fr:,l.filfi ,,#iff ' ifJl#,_ill;tf", srzes requhe e hore wtrh E dtameter of z. *.1/a, |fi:i,'j'-l?il: iffig,i',T.,ffi [ot he, m a re rra l ror a dre ta nce Roll th€ vane Bo that lt may b€ incrsasB n, ln86rr,rh6 ".". :^.^^.lil.d into the hole; do no1 bend orl{lXii.h"'l,"iT#._:?# j:rl1ip&;.liltrf;.TJilfl :lil[:,,,,i:li"l j",:11*i.,]:l:"*il jfJ';Xd[ff #:li',ffi il; rn,f ,TT.'e;ti.n:i:,,,,,llilrili:flil;:T,ili{;ii"l..L,n ffi :?X,:1,,J", l,L::,"1*;l,l lf f ;ftjli,,:'l::.'li,l, gll"+,.Vane must nOl rub lh6 tneiOe otl " 'eE' er LuIqu€ (aes Fl0, 16 ptpe or blnd In any wiy,Speclflcatlone subj6et to chenge wtlhout nollc€. il5l:[3:SSl31Hit I ||'l usA paoe r or i I I nlsR-F VANE ryPE WATERFLOW SWITCH WITH RETARD FIG,1 | *{iruruu*iffiiJii* -$1 o$$Gl-K=- ,.V tr;;,r-, owc 'e?r.3 An untnsutated soction of d*:iiffi'irtfln{ s6parate conn€ctions. I?n"L;:flJ;lfffifrrllha ovent that the wir6 RTTARO ADJUSTMENT. iil'[i!i3!,lli, .,l"i'?,tJ?l!,?,,f,fl5i,''0") f|lg*] 9:. tirAnD-.rvecrsien" iij ibevrr,rr ilil'#fiH i',"" ?lIi8F" :r','r'j!,J u FIG,2 TO INSTALL. DRILL A HOLE AS INDICATED: PIPE SIZE HOLE SIZE 2" b 21n" (50mm to 66mm) 1 114, +1lB'-1116,' (33mn +Amm) 8" to 8" (80mm to200mn) 2' tl E' (50mm 42mm) orpector.r of 3-o',ttrirt'$lF, oirtl? ro,^i[ t^ T]GhTEN NUTS fili,liffi;'_ig, l',{0UNI 0N ptpF <r, 4ccow orv saobri" 6F't'hJilr,ol,ff"o' FOI,L PADDLE iN0pp0stTE 0tREcTtoNOI WATERFLOW b€comes dislodg6d trom nder th€ terminal."''Tt'S# I TYPICAL ELECTRICAL CONNECTIONS TOC,AL B€LL IRANS|OfIMER cL^fS B (STyU B)EENO-oF-UNI FESTSToR CkL [oL RESISTOR I ff5J:i31339fl : fliti closE 0|l T\?TCAL SWlTCri ACI|ON i.:r"E,r. or.r ..L -/ g1qs6 6x rRoM o"e3 oH !i[iif_- -o ,'ooi I . t".q' 9ffioL ^'""' 7 -'L'tv 3Eu'*tff *nI AIAFM 5. i,il'u''^ ;;#i"' J ; on nriunr.rI ,^. To coNrRoL ldres,- DWG. 1761_15 -n"^y:d-:l VSFI-F hes rwo switches, on6 csn b6 us€d ro oo€rI:t"'99ltaet i8 ueed to operat" " r.^ir'-",,-i,.,:"^:,",":.:: :f"t"t". a c€ntral slaton, propristanlA condition "r rpc ,ioo.iiilil€Jocal eudibls or vieual ahnunciator, ' -r"-'-' / oi remots signallng unit, white rh€ seal€d to axcruie 13igis,ls *l"l;;'Tift i"1?sldlir^?isi.s:tg j"#!H?i?,J,,t;;,ii- Ti,ili'fr{[['r*iHl,.;xirlYi#l#,::ifll',ixrfi,niil'.i?,'.1rJ[,#fl,i,rr;:;g*ily:di]?iri;$si.?,."'1i:",ninlmum tlow of tO gpm is r6quir€d lo actlvate thls d6vlc€,I ._..i .,vrr v, ,v gpm ls foquir€d lo ac vate thl6 devlc€, Ttil:H,'I*1tfit"iii?"*rnJ?.i.ffif.:t responsibte ror testins or the 're pror.crion sysrem rha*h* system must be t I IN USA FAOE 2 OF 2 I I lFEECA BACKFLOW PFEVENTION RE D U C E D PRESSURE A S S E M B LY I t I I I I t I Physical Properties Size of Mainline Max. Working pressure Hydrostatic Test press. Temperature Range End Connections Materials Main Valve Body Coating Shut Off Valves U.S. Patent No.4,989,635 . U.S. patent No. S,1O7,B8S U.S. Patont No. 5,385,166 . U.S. parent No .8,226,441 U.S. Patent No. 5,392,803 . U.S. patent No. S.S03.1762-1t2, 3,4., 6', 8", & 10. 175 PSI (1200 Kpa) 350 PSI (2a00 Kpa) 32o F to 1400 F (0o C to 600 C) Flanged ANSI 816.1 Class 125 Ductile iron Grade 65-45-12 Fusion epoxy coated intemal and external AWWA C550-90 NRS and OS&y resilient wedge gate valves AWWA C5O9 Bronze EPDM Stainless steel Trim Elastomer Discs Spring Installation Views I 18- MODEL 88OV REOUCED PRESSURE ASSEMBLY (Shown in vertical orientationl MODEL 880/880V REDUCED PRESSURE ASSEMBLY (Shown in standard orientation) I I I I I t I I I Groov.d End I 16- rnin 18. mln- SupportAd.ptor' 4' rnir (18" with Alr cap Drain, ruf.r lo local cod€) Pip. Support (furnlsh.d try cu3lomerl fo. valve weight only, FLOW Standard orientation (Model g80-/880V) - Nole-Model 880 does not include grooved end coupling. Recommended minimum clearances from permanent structures forease of tesling and maintenance are shown on above drawinos. Vertical orientation (Model g80V) -' Adaptor supplied with ggoV onry. MAEER" Relief Valve Detail t I I I I I I I I Materials of Gonstruction J' 7t 10.1I IEM loEscRtPTtoN MAIER|ALS ITEM OESCRIPTION MATERIALS |TEM lDEscRiprioN lvlrcnrru_s Ji/ 3 t; 5 J' 7 [' 10.1 lLoad Pin L, /r Spriig R€hr SprhS St€rn Elasdc Slop Jam Nut Spring String 2nd qleck Spring Shim Spring Guide upr Sprirp Rehr Bust*n9-Spr. St*[ ^o.ro !,l( ot{> t! 4536 GR 654+ 12 EPDi{ ASTM O2O@ Pl€t6d Sl*l Plalod Stql 420 SS 8584 Alloy C836m EPOM ASTM D2OM 8584 Alby C83600 Ac€tal R€6in 304 SS 302 SS 302 SS EPOM Coated GR,45 Drictile kon with typ€ 304 SS slern 304 SS 8584 Alby C63600 304 SS 18-E SS 4313 Typ6 63.1 SS A3i3 TyF€ 631 SS 4313 Typ.631 SS 8130 Alloy C22000 8584Alby CE36@ Ac€blR6in l:-' luover lo-RirE lcao screw lrcx nur lbpansioi Pin ls€el RirB lGask€t IAnn lBu6hr|E-SwirO lswinq Pin lR€ldning Oio lR6trining gip lcheckDisk lAs6y #1 ard *z 14 15 16 17 18 18.1 m 20.1 20.2 2. n 24 24.1 25 B n 30.1 31 31.1 n lPivd Aearirp lFlenge casket lB€€ring Sock€t lH€xJarn Nul lWesher lFlerEe Nu( lFlarc€ Nul lR.V. Cov6r lBleed Screw lGask€l lRV. tudy lCoverEott E,bow Rr' Mq Bol RV M(g N!t G ask oU Strain€ I ijg. Oiaphragm Bultm RV SpdrE RVStsn qom Washor Main 6!ide Meh Guid€ O-Ring Ssat Di6c l8585Alby c83600 I R|,bberFabric lAcehlR6in 118-8 SS t""'-" lPlaled Sle€l lPl€ted Ste€l laser e,rny camco l1a-a ss HDPE E584A1loy C83600 18-8 SS A536 GR 654S12 Plat6d St€l Plalod Stel Plated St€t eP0n4 ASTM 020m Nildle ASTM 020@ A240 304 SS Ac€t€lRsin 4313 Tyr 30? SS AcalalResin qa€ialR6in 3564 Alloy Ca36m :DA EFDM :POM ASTM D2OOO 34.1 35.1 34 38 38,1 39 Q 41 42 43 43.1 45 46 47 50 60 70 lLor,"€r Guid6 lsqt RilE lG rinq lBack-Up Rirg lo-RilE lFdapbr Plai.€ lSm. Diaphragm R€tah€r Slip Rir€ Bdl Vdv€ Nipde Gate Va/ve (NRS) Bulkhead Fltting Bdkhead Fiting Gask6t Nut 56|sing Lin€ Slrs€l Elbow dontilicrtbn Ptat6 denttbqtpn plEt€ )riva 6clew :larp (880V ONLy) lAcolrlR€6in 1858a Alby C83600 IFDA EFOM lAc€bl Re6in lEPDi4 ASTM 02000 1858a Alby C836oO lNit.ilo ASTI,I D20C0 ls5o4 Alby cs3600 lP6€talR€6in lAcotal R€sin I8584 Alloy C84400 lerass AWWACSG 8584 Alloy C83500 8584 AJby C83600 EPOfi4 ASTM 020@ 836 Arrry 260 8584 AJloy C83600 SAE l-tyd€olic l-tos6 ASTM 8-62 Alloy 8$5-5 836Alby C26000 836Alby C260m Slair{ess Sl06l AWWA C606 I t I I t I t I I t t I t I I I I I I Model Standard o 880/880v Orientatio Note: The Model 880V is shipped in the standard (N-Shape) orientation as shown below. Model gg0 does not include grooveo end coupling. Model880V Vertical Orientafion Relief Valve Detail Relief shipped on right side (shown, field reversible to left side Side View Weights do not include risers or oplional valve setter. NOre: Dimensions shown are nominar. Atowances must be made for normar manufacturing torerances.Refer to Speclfication She6t SS VS for details on valve sett"r. -- - '' Dimensions G NET NET wT.NRS OS&Y(Lbs.) (Lbs.) 21t2' 12 1f2 10" 21 25 3t4 24 1t4 12 518 25 3t4 24 3t4 12 7 E 2778 26 3t4 14 sE 321t4 321r4 't87t8 37 ln 36 3/8 23|Q 1 6 3/8 16 5/8 6 1t4 221t4 16 5/8 6 1t4 23 1t4 17 3t4 7 30 1/8 21 4ft 8 37 3t4 247t8 g 1t4 512 31n 5 1t2 3 3t4 6 4112 71D 51D 83t4 6 3t4 I3t4 8 13 5A 71A 27 1t4 14 1t8 7 1t4 28 1t4 15 1r2 7 1t4 31 18 5/8 91t2 37 1t4 20 3t4 101t4 41 1n 24 11 1t2 4 210 2fr zffi zfi 3?0 350 480 530 810 8S 1350 1480 4212 403A 27 1r2 $ 27 1n 10 I o *r" *"u", **3firt1"1,-1,.'- x rr- et UUFM OS&Y RW Gate Valves Relief Valve Air Gap Drain Funnel Wye Strainer Flow Orientation Standard orientation is inlet flow vertical up, outlet flow vertical down. Vertical orientation is inlet and outlet flow vertical up. Application ealth Hazardo, IH I I I I Agency Compliance Model 880V Slzes 2%"-10'. ASSE (Srd 1013). ANS|/AWWA (C511-89). CAN/CSA (864.4). UL'. FM-. Approved by lhe Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California. - Lsss gale not FM approved. Less gale not UL listitd unless installed with UL listed gated valves. Model 880 Sizes 2%"-10". ASSE (Std 1013). ANSUAWWA (C511,89). CAN/CSA (864.4). UL-. FM-. Approved by the Foundatjon for Cross Connection Control and Hydraulic Research at the University of Southern California. II ^ 16714G-n -@ /^ -tt tv IJ. -JdEo --9 r -LtI2I '18 lo 12 10I 6 2 Model 880/880V Flow Curves 2'/2" 18 6'ro0- r, -3 to 9A 4 20 ( 16 3t2.J l0 R6:ro '18 to 10 I 6 =20q1A dnq"J61f E+I 0 100 6" 1000 1200 1400 8"3"t ftj I t-t --i Gi t I 150 GPM A7 _B 4" -A- -B>: GPM A :g 1500 GPM 30001000 '100 150 200 250 300 350 400 450 GPM 100 GPM A-Vertical orienlation (model gg0V) B-Standard orientation (model gg0 and BB0V) The 6" and 10" flow curves (B-standard orientation) include the FEBCO valve setter model 611. 1000 1500 2000 2500 3000 3500 4000 4500 5000 GPM 700 EllB Industries, Inc. p.O. Box g07O . Fresno, CA gg747. Fax: B. .A B- *A 10" A- B 880/880V 12197 88G88OVPM6 (209) 453-9030 . www.cmb-lnd.com CMB lndustries, lno. A Unttdd oomtnlon Compary z0g Ib, wwp bronzeeheck Horizontal gwing . Regrlt 200 psr Non.shock ;T;in;ienewabre Disc sPECtFlcAfl0H 2. Bodl 3. noc pln eq4,"y czioqj u,*,***SiilEffi 4. olsc Hangcr Emur lSltr{ 8.62f. H.ngor ttrt . 6, oisc HDdlr St*Ur',a*?il Erorr A.tru 8.627. Scat DLsc 8. Seat Dlsc Nut Rubbar IFE Zh. & g.-) i"*, nSr',r g.le, *;;;;;i ffitg,'*Bfon:c AsrI{ r.,ro odEilo- grMeNst?.Ns _ wEre rrrs _ ouaNrrlEs - ol||lrrrlon, KT-403_W thf'eaded Hontrrl Jtzt *_J__* roor".L_ r!ir+{ Halt!l &rlofl QurnUry .8or quei0iyzU lN io2th f\/l. 1n21%t 1U ',._ 26/l tfl 4 t 2ty,, -a--._lA 4\t 2t!r LO 21.+ E 31!v r.J L rr.s Sizes2r4".rqr,*@6Vt911 Conforms to MSS Sp-Bo MATEFIAL LISI f,?:o lNc., ELKHART, iNDTANA hgEE@Hg BUrrE R pLY vALVES V,ALVES LESS POSITION MONITOR SWITCH t t I I I I I J I I I I I I I J I BB-SCl 00 flhreaded Ends) Sizes 1 ", 11,/a", 11/zu, 2, 21/2" BBVSCl 00 (Grooved Ends) Sizes 2", 2t4" POSITION MONITOR SWITCH VALVES WITH BUtLT.tN - THREADED ENDS BB-SCSOZ (2Valve w/Monitor Switch) GROOVED ENDS BBVSCS02 (Valve w/Monitor Switch) orMENSroNS. rHcriEs T,IATERIAL L]ST W. :s ;e *rencn.,a*eL, ren!:l.LaC . ir itcyr resisiEica €'cfeas€d in eelivstent:enr:r cf lcbedut€ rO pip€ -r/.tr .- I 1 1/2 a 21t2I '';8 2 9s 27n 3 r /,1 418 5 2.,ru c 1aE 19/:e I rtrs 2 2Ji6 2 ?rt 3c c F 123t2 2..,e 2ls 3 r/te 3 1t) G 4 1i2 z 2!6 1 r,'r I r,2 '1 7/18 2.25'2.5'J.ZJ i 0.0' NO. 1 z ; PART MATEFIAL SPECIFICATION F0008P ASTM 584 ASTM 584 Indicator Sintered lron Housing Bronze Eody Bronze Handle B rass Disc Stain. Stl.Type 30+ D;sc Seal EPDM EIasIon Switch Housing Die Cast Aluminum M ILWAUKEE VALVE COMPANY 2375 South Burrell Street Milwaukee, Wisconsin 53207 Valves built to take it ... since lgOl VF\LVtr AIYIJ I'UbIIIUN MUNIIUH SWIICH INSTALLATIONI I t I I I I I I INSTALLATJON -. USA A. The tsBSC can be jnstalled in any orienlation in a piping sysiem using slandard National pipe Threads. Wfench s5culd be used lo hex on the end of valve being lhr€aded to pipe. pipe sealants should be used sparing ly. B. The 88SC-SCKO2 swilch can be easily rnounled on the vave in rhe field. (See special inslaltatjon lnslrualon sneel provided whh every swilch kh). C. lf onty one micro swilch is required, simply cap the second 3 vrire lead set with wire nus and iuck intojunction bcx. D. Make eleciiical connedions in accordarce whh local co0es. NSTALLATTON - (For Underwrhers, Laboratofies of C ana da) A. Insialtation must provide upright orientalion of vafue. B. Elec'rical connections as follows: .Bonding and 9 i ?: I dlts t !. ! 9 1. _. om p r i a n c e w ir h r h e r e q-u i re m e nr scr tne ua/iadian Eleqrical Code part 1.. C. Conduit: The insertion depth of lhe threaded conduitmust not exceed 1/8, inlo the swilch housing, andthe threaJ:d conduit musl fit tigntg onro ttre'switcn. INSTALLATION FOR NEW YORK CIry VALVES N.Y.C. special valves have a large flow indicator whichpoints in the cirection of the valve disc, indicating openor closed. The valve should be inslalled in a poJitlonv/here the indicator is readily visible. BESC WITHOUT A POSITION MONITOF SY/ITCH B&SCS WITH IMTEGML POSITION MONITOF SWITCF{ NOTE:DETAILED INSTALLATION INSTRUCTION SHEFTS ARE PFOVIDED WITH EACH VALVE. I WIRING DIAGRAMt I I I I Line.Oul tsrack )( Une_lnFed ) White Slitch Fosiiion Wjih Valve Fult Open: To Change Wiring From Normal Open Tc Normal Clossd, Feverse Fed and Black Swiich iating: 1O A[4pS/11i VAC - OO Hz .5 AMF/28 VDC\ '^r- \-\--./ V \-,'",.' lil:"',:L]:?lit-in f".,1'". ,onircrins swrtchas are tor indmr ,r, onry.Not intendad lor connection to an arafm conlrol unil. MILWAUKEE VALV E COMPANY, INC. SPTCIfICATIqNS FOR SLOW CLOSE I I I I SLOW CLOSE BUTTERBALL VALVE ASSEMBLIES PATENTED '1. Provides slolv opening and closing propefiies in a quarter-turn vaive. The purpose is to eliminare hydraulic shock and viater hammer in fire protection and other liquid systems. 2. Economically replaces cumbersome O.S, & y. gate valves. 3. Compact, lightweight manual operator has scorcn yoke design & visual position indicator. Close coupled for positive direct drive. 4. Available with or without a built-in valve position monitor switch. 5. UUFM rated at 175 psi. Also available at 3S0 osiwith N.Y.C. B.S.A approvat. ' ffiApp(oved@4p,.red For use with Ure prolection sprinkler systems .lZ5 psi. Approved by the Nevr york City Board of Stds. &Appeals under Calendar No. gbo_e1.Sv, toi Oom175 and 3S0 psi. 6. For indoor use only. VALVE MONITOR POSITION SWITCH KITS AND BUILT.IN ASSEMBLIES PATENTED 1. Available factory assembled or as a secarate kii for field assembly, 2. When mounted on the gBSCl0O Slorv Close valves and wired up, the switch siqnals anv movement of the valve disc from tfrJfutt ooen oos ition. 3. Valve position can be monhored at ehher one ortwo locations because it houses two prewired S.P.D.T. micro switches. 4. Swhch Rating: 10 Amps/115 VAC - 60 H, 0.5 Amps/28 VDC 5, Wire leads are 24' long. Consuh faciorv forspecial lenEhs. 6. See back page of this spec sheet for insallation instructions.I I I I I I I t I MODEL DESCRIPTION BB.SCI00 B8.Scs02 BBVSCl OO BBVSCS02 RF ll( r'' r nn BBHSCS02 BVHSCl OO BVHSCS02 Valve Less Switch Valve With Switch UUFM 175 psi -Threaded Ends NyC BSA Approved Valve Less Switch Valve With Switch UUFM 175 psi . Grooved Ends NyC BSA Approved Valve Les s Switch Valve With Switch 350 psi -Threaded Ends NYC BSA Approved Valve Less Switch Valve V/irh Swnch 350 psi - Grooved Ends NYc BsA Approved Valve Pos ition Monitor Switcn 1" 1%., 1%' 2',2'/z' 1" 1'/'" 1yr' 2"2%. e8-SCK02 FiIS AII VaIV€s I MILWAUKEE VALVE COMPANY 2375 South Burrell Street Milwaukee, Wisconsin 53207 Valves built to take it ,.. since 1901 /z--\lr-tl rTIfI INEORPORATED coRoNA, cA. (909) 737-5s99 FIG. 21,,TIN" STRAP Size ficnge .l/2 thru 2 inch pipe. Material. Carbon Steel Finish . Galvanized Order By - Figure number and pipe size. LIGHT WELDED BRACKET 7ySize Ronge - 9", Material. Carbon Steel standard pipe. Funcfion - For suspending pipe mounting surface. fgry-o.lgls - Conforms io Federal SpecificjlhWW-H.171E, type 32, ana Uunufa"tu.er"Standardization Society Sp-69, i-vp"-';1. l:t","qnt.. - Designed to support up to B-7/2J Ii".*,fr - -Plain, Electro-Galvanized, Utainless Steel. Order By. Figure number dimensions, and finish. Hr HOLE srzE 3/8 orffi 3/8 or '. MAX. 50098 19 18 16.1/2 'customcr pl€ase specify l/4y2 500 I I INCORPORATED 737-5599 I Fig.200 l{::{nj"::;'f.'3i:i,'l,ii 8liu"n i,"o,o G.eo Irf!*:*,{liii{ijrff !,Ts,ilrTrtrfrn#3ff Features a,t:/3,1!!y 2 tnch) Ftare_d edses ease insraltarion for atlI]rpe rypes and pfotect CPVC plastic pipe fromnbrasion. Captured design keeps uOilrsinq ;ui f., j:iff:'"TJrth hanser' Hanser is easirv installed llZ ltZ thru B inch) Spring tension on nut holds itsecureiy In nanger before installation. Adjusting nut is ${i"'r',tffi :illi"i: La bo rato ries Listed ( 1 /2' i';f +"'!,ffi 'l::i,*',tuiil:.ffiManufacturers Slandardizi ,ftaximum remperature-TfJ"F:t'"tu sP-6e' tvpe 1 0' fff?; Y'rfi:y;3iif,i:' stainress steer materiars Order By - Figure number and pipe size.I I r%"Trimline" Adjustabte Band Hanger 2 112 THRU 8 INCH PIPE I I PIPE ROD SIZE MAX. REc. lFFRox 3/4 8mm or 1omm 3-1/8 2-5/8 4003/8 8mm or 1omm 3- 1/8 2-1t2 400 'I l 1 14 15 29 .J3 66 73 I t T 8mm or 1Omm 4-1/2 1Omm 10mm s-s/g c-lt6s-7/a 4 600 600 1/2 1/2 1/2 12mm 9-i/8 6_11412mm fi-1tg 6-gt4 '1000 1250 125012mm 13-1/8 B-3/4 l',-31- o OBE t I I I I I I I I I t I I I I T I I I FIRESPRTN'(IER CORPIORAT|ON D ns c ru prr oN A ND O pnnert or,t The Globe Model JN Residential Sprinkler is a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. lt features both economy and aesthetics. The combination of the 3mm frangible glass ampule and specially designed- deflector make the Model J N R-eside-ntial Sprinklerthe ultimat6 in life safety and fire control. The Globe Horizontal Sidewall Series of the Model JN Residential Sprinklers have metthe strict requirements of Underwriters Laboratories Inc. as described in the UL Stindard for Residential Sprinklers for Fire Protection Service, UL 1626. and should be used accordingly. The heart of Globe's Modei JN sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains i precisely measured amount of fluid. When heat is absorbed, the liquid within thi bulb expands increasing the internal pressure. At tie piescribed temperature. the internal pressure within the ampule exceeds the strengh of the glass causing the glass to shatter. This results in water d,ischarge which is distributed in an approved pattern depending upon the deflector style used. TncnntcaLDAru U.S. Patent No. 5,494, | 14. ' See reverse side for Approvals and Specifications. Temperature Rating - 155'F (68'C). ' Water Working Pressure Rating - 175 psi ( 1207 kpa). Factory tested hydrostatically to 500 psi (3448 kpa). Maximum low temperature glass bulb rating is -67"F (-5S"C). Frame - bronze Deflector - brass Screw - brass Bulb seat - engineered plastic O-ring - silicone elastomer Bulb - glass with glycerin solution, 3mm size. Escutcheon Assembly - steel 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 4T}658 JUNE t997 517-846-4583 . FAX 5 17-846-9231 BULLETTN JN-RES-2, REV. #2 Rfrnaxnar Aurouarrc SPMNKLERS Monnt JN Bum Spnav Snruns HOruzOnruL SIDEWALL RnCnSSnn HoruzowruL S IDEWALL MODEL RES RESIDENTIAL HORIZONTAL SIDEWA,LL HODEL RES2 RESIDENTIAL HORIZONTAL SIDEWALL SPRINKLER TEMPERATURE RATING/CLASSIF ICATIDN and CoLoR C DDING A.2N '' Rbsnnxrtet O Aaro*tartc Spruwrtnns Monnt JN Bam Spnev Snruns Horuzovrur snnmll - REcEssED H oruzovrut s nawntt SpnctrrcnrloNS oRlFtcE stzE NOI{INAL "K'FACTOR THREAD SIZE *LENGTH FINISHES 7il6"( | 2.5 mm) (15 mm)v7" 4.2 (59 metric) (80 metric)5.6 I/2'NPT I/2'NPT #). ll4" (5.7 cnl 7 ll4" (5.7 cnl Factory Bronze HSatin Chrome Bright Chrome White Polyester HBlack Polyester Lead Coated NOTE: t'lEIRlC CONVERSONS ARE APPROX|HATE.Appnoutts *FINSIHES AVAII.ABLE ON SPECIAL ORDER. STYLE DEFLECTOR STYLE ORIFICE slzE t55"F 68"C UNDERWRITERS LABORATORIES CANADIAN U.L, N.Y.C. - D.O.B. HEA t0t-92-E HORIZONTAL SIDEWALLS RE5 7il6"X X X PENDING U2"X X X PENDING RES2 ln"X X X PENDING Rnsnnnrtat InsrttterroN DAru HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLER Cnoss,SrcrroNs :2 r5l'5' I0t^ |tlI 2' oi^. tt RECESSED HORTZONTAL SIDEWALLS Ononrunre lxponmarroN SPECIFY Quantity Model Number Style Orifice Temperature Finishesdesired Quantiry - Model JN Wrenches - p/N 325390 Quantity - Model JN Recessed Wrenches - p/N 325391, Rev. F (REs); P/N 327t02 (REs2) Gtonw PnqDUCTWARRANTv Globe agrees to repair or replace any of its own manuhctured products found to be defective in material or workmanship for a period of one year from date of shipment For specific details of our warranty please refer to price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658I I JUNE t997 5 t7-846_4583 PRINTED U.S.A. FAX 5 t7-846-923 | BULLETIN JN-RES-2, REV. #2 HAXII{UI.,I AREA OF COVERAGE DEFLECTOR STYLE I{INII.IUI{ WATER DISCHARGE & PRESSURES NEEDED SINGLE SPRINKLER TWO SPRINKLERS t/, x tt tlE) 7/16" ORjF|CE - t9 G.PM. - 20.5 PS.t.14 G.PM. - | t. I PS.t. (EACH) r/2" oRtFtcE - 20 G.PM. - t2.8 PS.t.rs c.PM. - 7.2 es.t. (EACH) RES2 In" oRtFtcE - t8 G.PM.- t0.3 PS.t.rs G.PM. - 7 PS.t. (EACH) l4' x I4'RES 7/r6'OR|F|CE - 2t G.PM.- 25 PS.t.r6 G.PM. - t4.5 Ps.t. (EACH) l/2" oRtFtcE - 23 G.PM. - t6.9 PS.l r7 G.PM. - 9.2 Ps.t. (EACH) l6' x l6'11E) 7/16' ORtFtcE - 24 c.PM. - 32.7 PS.t.re G.PM.- 20.5 PS.t. (EACH) l/2' oRtFtcE - 24 G.PM. - t8.4 PS.t.20 G.PM. - tZ8 PS.t. (ErcH) 16'x 18'RES2 In" oRrHcE - 30 G.PM. - 28.7 PS.t.22 G.PM. - ts.4 Ps.t. (EACH) 16' x 20'RES2 l/2'oRtFtcE - 35 G.PM.- 39.r PS.l 26 G.PM. - 2 t.6 PS.t. (EACH) @*s##" lt I I I T I I I I I t I t I I I I I t o FIRE SPRINKLER EQUIPMENT SUBMITTAL & HYDRAULIC CALCULATIONS FOR THE SIEGAL RESIDENCE 356 HANSEN RANCH ROAD VAIL, COLORADO C. MIKE MORGAN II. E.T. t$45 H" ?Fth itlrq" * t ZEmrrxe*{itf" sglsEr fsrlEt*slrf!t&tffi.tB* I I T I I I I I t I I I I I I I I I I Designer: C. MIKI MORGRN II Colc By: NICET IIi #093931 Date: 05/AL/O2 THE SIEGEL uNtTs 410 & 356 HANSEN Controct No: Buitding: System lD: Ref. Drowing No: Construction: Occupon c y: Authority: UAIL FIRE System Information _Hydraulics System Type: Dens ity: Remote Areo: Sprinkler Coveroge: Design Stondord: Hozord: Figure: Sprinklers / Nozzles Monufocturer: GEM Model: F9ZB Size:7./16,' K-Foctor: 4.2 Temp. Roting: 1Ss Design Criteria I,,IET .05 GPM,zSqFt 2L7 SqFt <256 SqFt NFPA-13R RESIOENTIAL N/A CUrVC: N/A Hydraulics $ummary Sheet CMM CONSULTING & DESIGN, LLC 6523 SOUTH OWENS COURT LITTLETON, COLORADO 8A127 (303)973-0191 Project Information RESIDENCE 420 OF CHATEAU CHRISTIAN RANCH ROAD VAIL, COLORADO 2200t9 REMOTE AREA A CALCULATION (FOUR HEADS FP_01 Hydraulics Inforrnation Demand... Spr Req'd Pres: Spr Req'd Flow: Add'l Flows: Hose of Srce: Totol Flow: Totol Pres: Stotic Elev: Supply..- Weter Flow Stot ic: Res iduol: Qty Flowing: Elevo t ion: Dote: By, 95.67 PSI 53.66 GPM O.OO GPM 100.00 GPM 153.66 GPM 95.67 PSr 0.00 Ft Test 145.00 PSI 125.00 PSI 1600.00 GPM 0.00 Ft Time: Pump Data Roted: 0.0 pSIe 0.0 GpM Boost Pres: (NA) pSI Dischorge Pres: (NA) pSI Dischorge Flow: (NA) GpM Combined Stotic: (NA) psl Residuol: (NA) pS I Qty Flowing: (NA) GpM Available... P) 144.74 psle 193.66 GpM F) 9s.67 psre 260s.19 GpM Margin... Pressure: 49.07 pSI Flow: 2451.52 GpM T EI (f (o F{ or aur*(L(L(f, o_oo >rmm.alloo. f.(t, -5O'a! o f {,It, .H ! O $ondr>r{J 0, -..>(r)04rrl ls;go o.EILElo6l:59oE\ t>=r?.; .oo lo* l9 IF o-8ssE IL e @ = U' lf;-r l5 tt l6 l-lj o l6 l$ lH l"' t=:Eo- o_ o_ o_('9('(5(9 @oo(o(ooo(o (f)oc](r)|.n 0nri rlo 1!', ao- (h N(oN.(o LNc,tJ}.o} 3o,ob6or EEd068'5Eo.i3g e0tc 0,E- O+Oo+': o flL.rt,)'i= g 4>h fi x E(rl o=d i ; 10-lol? -.tloloJ(\ToRRRRRREEs38e8R3 fiSd a|nosau I H= ../,0-o-(5 NNou o}F{$ms olNCL.-f(It ur.u36qo>&i ' suB[drrrAl 'ERTAL wo:+rfrvr REMOTE AREA A CALCULATION {FOUR HEADS FLOWTNG) THE SIEGEL RESIDENCE CMM CONSULTING & DESIGN, I,LCc. MrKE MORGAN II, NrcET rrl #09393j.c/o AIL-STATE FIRE PROTECTION, rNC. 6045 E. 76TH AVE. SUITE #12 COMMERCE CITY, CO 80022 FLOW TEST RESULTS Wat,er SupplysTA?rc 145.00 PSIRESIDUAL ].25.00 PSI @ ].600. OO GPM CITY PRESSURE AVAILABLE AT ].53.7 GPM L44.74 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMT]MSPR FLOW FI,OW K-FACTOR PRESSURE 06-03-2002 PAGE i. I I I I I 101 LA2 J-U.1 104 L4.6L L3.29 1_2 .80 42.96 12.80 1-2 .80 1_2.80 12 .80 4.20 4 -20 4.20 4.20 L2.10 1_0.02 9.29 Y -52 s3.56 GPM 100.00 cPM 153.66 GPM 95.67 PSI TOTAI-, T'IATER REQUIRED FOR SYSTEM OIITSTDE HOSE STR,EAMS AT O TOTAL WATER REQUIREMEMT PRESSI'RE REQUIRED AT O MAI{IMT]M PRESSURE I'NBALANCE IN LOOPS IIAJ(IMUM VELOCITY FROM 5 TO 6 0 .00 L9.70 PSI FPSI I I I I I I I I I I I 13DQ LZ.JO 42.80 25.76 SIIBMITTAL SERIAL NO : 4l-?0Hyl_ REMOTE AREA A CALCULATION (FOIIR HEADS THE SIEGEL RESIDENCE Location FLow in From To GPM 13 1_03 Q 12 .80 06-03-2002 PAGE 2 FricLion PressureLoss SurrmaryPSI/FT PSI c=150 PT 9.29 (103) PE -0 -22 0 . 1"321_ PF L .59PT L0,66 ( 13) Pi-pe FittingsSize &IN Devices 0 .811 F=Tl2E BN L F T FLOWING) Equiv Length rL q nn 7.00 L/, . UU PT PE PF PT PE PF PT r-L PE PF r_[ PE PF PT L F T L F T L F T 11_ 11- I I I I I I I I t I I I 1,2 r-3 1_04 rr1l 0.811_ BN 1 nqq NC 0.81_l_ BN 1.055 NC 0.8L1 DR 1 n(< NC 1. 055 NC r_ . u55 NE 1 .055 NC -L . U35 NC 9 . s2 (1_04) -o -22 1.35 i_0.6s ( 13) 0.00n't? t0.78 ( t2) 10.02 (102) -u.zz 0 .99 r0.79 ( L2) 0 - 00 1,.73 L2.s2 ( 1l_) L2.10 (10L) -u . zz 0 .59 L2.47 ( 10) 0 .00 U . U5 12.s2 ( L1) 0.00 6.76 L9.28 ( 9) 4 .33 o. /b 30.37 ( 8) 0.00 1.t .44 41-.81 ( 7) 0-00 t9.24 F=o/E !!-n F=T/E Er- fl F-n F=E/T F=0/E F=a /28 L F T L F T L 00 C=1-50 2.00 1"0.00 0.1-351_ 1".00 c=t-50 0 .00r..00 0 .1338 2.00 C=l-50 s .00 7 .00 0 .141_6 6.00 C=150 0.006.00 0.2888 L2 LO2 v r.2DQ a3.29 2s.76?o ntr L0 L01 O 14 . 61_ 1,4 .61 JY. U5 s3 .66 q? 44 s3.66 0.s0 3 .00 3 . s0 t_.00 0 .00 L.00 5 .00 8.00 L3 .00 r_0.00 3 .00 12 nn r_6.00 6.00 27 -00 10.00 37 .00 C=L50 PT PE 0.1_587 PF C=150 PT PE 0.0459 PF C=150 PT PE 0.5200 PF e=l-50 PT PE 0.5200 PF C=150 PT PE 0 .5200 PF C=150 PT PE 0.5200 PF 10 r_1_DQ 9 o I 7 v L F T L F T L F T L l1 T L F T s3 .65 E'_.F /.F I I I t I I I t I I t I I t I I I I I SITBMIITAL SERIAL NO : 4i-T0Hy1 REMOTE AREA A CAI.,CULATION (FOI'R HEADS FI,OWING)TI{E SIEGEL RESIDENCE 06-03-2002 PAGE 3 Location From To s5 Flow tn GPM o s3 .65 0 53.56 Q s3 .56 a s3 .65 o s3.66 0 53 .56 Pipe FittingsSize &IN Devices 1.055 L F=T/BV FNCT 2.635 LF=5E,2T/5F',2T FFMT 2 .535 LF=E,/E FFMT 2.635 LF=RPV FFMT FEBCO MODEL 860 RP 2.635 LF=E/E FFMT 2.423 L F=T, GV,/E FUNT Equiv Friction pressure Lengt.h Loss SummaryFL PSI/FI PSI 2.OQ C=1_50 PT 61.05 ( 5)6.00 PE 0.008.00 0. s200 PF 4.A6 90.00 C=120 PT 65.2L ( 5)94.00 pE 13. O0l_84.00 0.0091 PF L.67 10.00 c=120 PT 79 .88 ( 4)10.00 PE 3.0320.00 0.0091_ PF 0.1_8 3.00 C=120 PT 83. 09 ( 3)0.00 PE 0. oo 3 .00 0. 0091_ PF 0.03 BACKFLOW PREVENTOR 11.31 2 .00 c=12 0 PT 94 .43 ( Zl l_0 . 00 PE 0 .00 L2 . 00 0 .0091 PF O .l_t- s0 .00 C=150 PT 94.54 ( 1)25.60 PE 0.4375.50 0.0091 PF 0.59 PT 9s.66 ( 0) I I I I I I I t I I I I I I I I I I I Hydraulics Summary CMM CONSULTING & DESIGN, LLC 6523 SOUTH OWENS COURT LITTLETON, COLORADO 80127 (303)973-0191 Project Information $ heet Des ig ner: Colc By: Dote: C. MIKE MORGAN I] NICET III #093931 05/3L/02 THE SIEGEL uNtTs 410 & 356 HANSEN Controct No: Bu ild ing: System lD: Ref. Drowing No: C on s truc t ion: 0ccupo nc y: Authority: UAIL FIRE System Information _Hydraulics System Type: Dens ity: Remote Areo: Sprinkler Coveroge: Design Stondord: Hozo rd: Figure: RESIDENCE 42O OF CHATEAU CHRISTIAN RANCH ROAD VAIL, COLORADO 2200Ls REMOTE AREA A CALCULATION (SINGLE HEAD FL FP-01 Design Griteria IJET .05 GPM,zSqFt 21-7 SqFt (256 SqFt NFPA-13R RESiDENTIAL N,/A Curve: N/A _Sprinklers / Nozzles Monufocturer: GEM Model: F97g Size z/!6,, K-Foctor: +.2 Temp. Roting: 1S5 Hydraulics Information Demand... Spr Req'd Pres: Spr Req'd Flow: Add'l Ftows: Hose of Srce: I Otol l- lOw: Totol Pres: Stotic Elev: Supply... Water Flow Sto t ic: Res iduol: Qty Flowing: Elevotion: Dote: By, 53.82 PSi 16.00 GPM O.OO GPM 100.00 GPM 116.00 GPM 53.92 PSI 0.00 Ft Tesr 145.00 PSI 125.00 Psl 1600.00 GPM 0.00 Ft Time: _Pump Data Roted: 0.0 pSIe 0.0 GpM Boost Pres: (NR) pSI Dischorge Pres: (NR) pSI Dischorge Flow: (NA) GpM Combined Stotic: (NA) psl Residuol: (NA) pSI Qty Flowing: (NA) 6pM Available... P) 144-e4 pslp 116.00 GpMr) s:.ez psre 3s3o.o4 6pM Margin... Pressure: 91.02 psl Flow: 3St-4.04 GpM Dynomics Corporotion 770O Summory Sheet I : o oo(o (!J (n(,fi* O- 0- (rJ o-cfo,ooo >nn.a:: o o.fcA -oO'a (D .: i ;0 qoo6,>t+ q, -{>auL,J a--l6ar!6-96 o. tt lig E\ liFtr-oo lo= I t9 =tf o t$ IIJ ls 6 l6 Flj o r3 (\m C.l.@(t nC'},m 1f _ .^ qr65or EEro63" 5Eo ,-;3 g FOJC O'E-r O+oo* i o -r-?-rA .- .4 O, (l;:PXf0ro*dii loJOIr lo-.10 ..t olo l$ tH lH =o.8s:E U- s63 (fooo - ,'1 r_r /"1 (ooo(o l-t oiJ ^ rl r.tx {!,6oJ ao_a n z==:o_ tL o_ 0-(5(.3(5(! 8RPI RRRfiRFFEE-EE- H= cn o_o_(5 N$oo F.l $o)e{n tu.. .-l CD ulL ul 3ooo d0-L! (lsd ernss€rd I 'suBMrrrAL sERrAr, mo:+rtyr REMOTE AREA A CALCULATION (SINGLE HEAD FLOWING)r THE SIEGEL RESTDENCE r cMM coNsuLTrNG & DEsrGN, LLcr c. MrKE MORGAN rr, NICET lrr #093931I C/O ALL-STATE FrRE PROTECTION, rNC.I 5045 E. 76TH AVE. SUITE #12 COMMERCE CITY, CO 80022 06-03-2002 PAGE l_ t I I I FLOW TEST RESUITS Water SupplySTATTC 145. O0 PSlRESIDUAL 1.25.00 PSI @ 1.5OO. OO GPM CITY PRESSURE AVAILABLE AT 116.0 GPM ]-44.84 PSI SUMMARY OF SPRINKLER OI]TFLOWS ACTUAL MINIMTJMSPR FLOW FLOW K-FACTOR PRESSIIRE 103 L5.00 16.00 4 .20 TOTAL WATER REQUIRED FOR SYSTEMOIITSIDE HOSE STREAMS AT OTOTAL WATER REQUIREMENT PRESSURE REQUIRED AT O MAJ(]MT]M PRESSI]RE UNBALANCE IN LOOPSMru(IMI]M VELOCITY FROM 13 TO 103 14 .5t- 16.00 cPM 100.00 cPM 115 .00 cPMs3.82 PSr 0 .00 Psr 9 .94 FPS I I I t I I t I t I I I I t I I I I I t2 11 l2 l_ l_ LocaEion From To l_3 1_03 a Flow Pipein Size GPM IN u.6r_J_ 15 .00 BN 15 .00 NC r_6.00 t\lal 1.055 16.00 NC 1 nRC 1_6 .00 NC 1.0s5 1_6.00 NC 16. 00 NC l_ . u55 15.00 NC 4,O53 Fit,tings 6a Devices F=T/28 lf-n F=E/T F=0/E F=O/28 Er_.F _/ rTr F=T/Bv F=E/E SUBMTTTAL SERIAL,, NO : 4l_Z0Hy1 REMOTE AREA A CALCUI,ATION (SINGLE HEAD THE SIEGEIJ RESIDENCE 06-03 -20a2 PAGE 2 FLOWING} Equiv Friction pressure Length Loss SummaryFT PSI/FT PSI s.00 c=150 PT t4.sL (103) 7 .00 pE -0 .221_2.00 0.1996 PF 2.40 1.00 C=1s0 PT L6,69 ( t3)0.00 PE 0.001.00 0.0554 PF 0.05 6 . 00 c=1_50 PT 1,6 .75 ( rZ I 0 .00 PE 0 .00 5 .00 0. Q554 PF 0 .33 s.00 c=150 PT L7.08 ( 11) B .00 PE 0.0013.00 0.0554 PF 0.72 l-0 . 00 C=150 PT l-Z . BO ( 9 )3.00 PE 4.33 1-3 .00 0 .0554 PF O .72 1_5.00 c=l_50 PT 22.8s { 8)6.00 PE 0.0022.A0 0.0554 PF L.22 27 .00 C=l-50 PT 24.Q7 ( 7)10.00 PE 0.0037.00 0.0ss4 PF 2.0s 2.00 c=1s0 PT 26 -L2 ( 5,t6.00 pE 0. o0 8 .00 0.0554 PF 0.44 90.00 c=L20 PT 26 .56 ( s)94.00 PE 13.00 r_84 .00 0.001_0 PF 0 . L8 10.00 c=l_20 PT 39 .74 ( 4)1_0.00 PE 3 .0320.00 0.001_0 PF O .02 3.00 c=L20 PT 42.79 ( 3)0.00 PE 0.00 3 .00 0.0010 PF 0.00 BACKFLOW PREVENTOR ]-0.50 2.00 C=L20 PT s3.29 ( 2)10.00 PE O.O0 12 .00 0.001-0 PF 0.01_ L F T L F T L F T L F T L F T L F T T F T L F T L F T L F T L F T RP t F T Q 15.00 F=5E,2T/58,27 FM 3 4 2-635o 16.00 FM 2 3 2.63s0 16.00 FM FEBCO L 2 2.6350 16.00 FM F=RPV MODEL 860 F=E/E I I CONCEALED PENDENT SpR|l,f KLERS RESIDENTIAL ruooet rgze oestcNeR, eute type, R.2 K+ACTOB 155.F I IIf- I I t I T I I I I I T I I I I I The 4.2 K-tador, Modet F9TB Oesion-er Residentiat Conceal€d pend;nl Sprinklers (R€t. Figure A) are auro-matic sprinkt€rs of the frangible bulb type. They are to be used in; . wet pipe residential sprinkler sys_tems lor one- and two_tamily dwall_ings and mobile homes pei NfpR130. . wet pjpe residential sprinkler sys_lems for residential occupancies uplo four stories in height per NFpA'13R. and . wet pipe sprinkler systems for theresidenlial .portions- of any occu-pancy per NFPA 13. Thesmall Cover Plale is llat, to blendIn with the ceiling for an aestheticallypleasing and relatively unnoliceabl6 qppearance. Standard linishes for lheCover Plate are painted white and satan chrome.plated. Other tactory ap-plied painted tinishes fo, the cov'erPlate are avallabl6 on special order. The sep_arable two-piece design of theCover Plat€ and Mountino 6up As.semblies allows installat-ion <if ttre sprinklers .and pressure testing ol thg trre proleclion system prior to inslalla- tion of.a_susp€ndod ceiling or applica-lion of the linish coating to d'fixedceiling. Thoy also permif removal ofsuspendad ceiling panels for access robuilding service equipment, withouthaving to lirst shul down the lire pro- tection system and remove sprinkl'ers. Also, the separable two-pi6c€ d€sionol the the F978 Sprinklei orovides f-ory? i!,c.h (12,7 mm) of verricat adjusr_ment, l0 reduce lhe accuracv to whichthe.length ol lixed pipe drdps to thespnnKlers must be cul. The F978 Sprinkler is shipped with aDisposable Proleclive Cab' as shownin Figur€ B. The Proloctiv€ Cap is tem.poradly removed to install th'e F978,and then replaced lo protect the F97tiwhilo the coiling is being installed andIrnishod. The tip of the Cap can also beused lo mark lhe center ol lhe c€ilinonole .lnlo plaster board, ceiling tiles] 9!c.. by pushing rhe ceiting p-roduci aga_inst the Cap. When thE aeiting in-stallation is cornpl€to, the Cap iJ re_ Prhtod in U.S.A. t-96 A - 3-5/16B- 316 c . 2.518 D - Min. 1-1916 D - Nom. 2.316 D - Max. 2-7116 t' t l/2" ( TYPICAL INSTALLATIO I 4,8 66,8 49,2 t/2" ll2.?rJ|ml A OJUSTMENT COVEF PLAT€ ASSEMALY a (ora.)3/ l2- GAP (2,adml FIGURE A 4.2 K.FACTOR MODEL F978 DESIGNER FESIDENTIAL CONCEALED PENDENT SPRINKLEFS moved and lhe Cover plale Assemblv inslalled. Th6 F978 Sprinklers have been de- signed to op€rate with a Oarticular tem-p€rature rating and heat responsive thermal characteristic, as well as lodischarge wal€r in a specific Dauern and quantity per squard foot rilation_6np. I he combination of the per{or_ mance characteristics which are asso- ciated wilh the FgTg Sprinklers have b€en proven to help in the conkol ofresidenlial type fires and, lherefore. to improve th€ chance for occupants to escape or be evacuated. Fire sprinkler systems ara not a subsli-tute tor intalligent tire safetv aware.ness or conslruction mateiials andpraclices required by building codes. The 4.2 K.tactor, Model Fg78 Desion-er Fesid€ntial Conceated pendint Sprinklers are listed by UndeMrirers Laboratories Inc. and Underwriters' Laboratories of Canada. The lisling only applies to tha service conditioni indicated in the General Technical Data and Residential Design Criteria secltons. fny Cugglrgls concerning an interpre- lation of NFPA 13, t3D, oi 13R spiink-ler system des ign/installation stan- dards, as w€ll as requests lor system design/installation standards not p res- ently covered by NFPA 13, l3b, or 13F. should be addressed to the: Secretary, Standards Council National Fire Protection Association Batlerymarch Park Quincy, MA 02269 WAn^/ITVCS The Mod,el F078 DeaiEner Reai.dentia,l Concealed, - Pendent MM €,a,1 I I I I I I I r-----l-- :l,; \i: \= ::=-':\J, -'; ff l:l l::: - ------------- --17- ",ll: 'r,',1,': --:_-:--._ -,.,. ;l_- -'::. - --:,l t - SFfillrKL EA / liclJrtT iirc CUP ASSEVELY OISPOSAELE FfroT €cr rve FIGURE B DISPOSABLE PROTECTTVE CAP FOR F978 SPRINKLER orscH FcE r ltTCFs PEi prru.tE rtt'ut tE u NOMINAL OISCHARGE CURVE DTSCHAFGE rh ! S GltLorrs rEq 9|NUTE (6Fr.)ar0r520tt lo T T I I I T I I I I I I I Sprinhlers d,eccribed, herein muetbe installed atd maintained, incomplianae with ,his documcnt,os toell oc uith the applicablestand.ards of thz Nati-oiat FireProtection Arsociatioll" in addi-tion to the ttand,ards of any othero.uthorities haoing jirisdia fion.Failure to d,o so iay inpo;ir theintegrity of these deoicec, Becauee of the aboae eitedstiptulotions ond the oaried na-ture of residentiol type architec- tare, there will be eome compar,-ment decigns which connot befully eprinhlered in accordancey-t! t!r" recommendationc ofNFPA 13, l7D, or 13R. In the eveniof thit conditiotg consult the au-thoritiec hauing juriediction forg u i danc e and. ap p roaal. It. is-_the responeibility of on in-elaaUng contra.ctor to prouide a coplt ofthb docutncnt tithe outneror hit reprecentatiae ond in turn,it is th_e obligation of the'ouner toprou'dz d colr! of thiJ d.ocumenj to e eucceeding ownen The- ow.ner fu respontible fornaintaining their fi.rc protectiontltten and, deui*es in proper op- e rs.tr.nE cond.it ion The inetalling c o n trtr c I or _o,r ap r I n h lc r ma,n ufac.lurer rhould be contacted rela,t iue to anx questiont- The 4.2 K-factor, Model F9TB Oesion-er Residential Concealed penddnt Sprinklers are available in a155'F/58'C temperatura rating, and lhey are raled lor use al a ma;imum servrce pressrJre of 175 psi (12,1 ba4. I ne nomtnat lnstallalion dimensions are given in Figure A. Standard fin- ishes lor the Cover Plate 6r€ painted white and salin chrome; however, other painled tinishes tor lhe Cover Plale are availabl€ on special order. The nominal discharoe curve for lhe F978 is plotted in Figirre C and it rep- .esents the f low "Q" in GpM (LpM) is del€rmined by the formula: a= K.ti where lhe nominal discharoe coeffi-ci€nt "K'= 4.2 (60,S); and ";" €ouats lhe.residual flowing pressuie In psi (Dar). The F978 Sp.iokler consists ol two as. semblies, as 6hown in Fiqur€ D: th€ Sprinkler/Mounting Cup Asiembty and lhe Cover Plale Assemblv. Th.e Sprinkler/Mountlng Cup AssemUty utiliz€s a 155'F/6S'C, 3m|i1 Butb anl has a bronze Frame per ASTM 8176 (C87800) and a brass orific€ Insert oerASrM 8140 (C92000). The Bution(-b{b plaine4 is phosphor bronze per 4qIU gt03 (c51000, c52000, or C54400), the Eieclion Spring is stain.Iess sleel, and th6 cOmpresgiOn Scrow ls a platBd bronze o'er ASTM 8140 (C3t400). The Gaskeied Sorino Plate consists dt an Inconel (per A'STltI B 168) disc spring that is ieated on both its insid€ and otrtside edce6 wttha Teflon/ gasket. Th€ DeflEctor is bras_s per ASTM 836 (C22000), and lhe-Deflector Cone is bra$ per iVgru 816 (C36000). The Oe ectoiArms are phosphor bronze pet CDA Alloy 510, and theYoke is high strength brass. The Frame is secured to the Mountino Cup and Mounling Plate with a platea steel Retaining Fling. The Mounting Cup, which is chroBe plaied 0.02i inch (0.53 mm) thick, low carbon sheet steel, is staked to a stainless steel Mounling. flat-e, ?nd the Mounting Plale provides lor rigid engagement oi lhe. Sprinkler Wrench (Ref. Figure J) with the Frame. A polyethelene Disposable protective Cap (R-ef . Figure B) is provided as part of the Sprinkler/Mounting Cup Assem- blv. fne Cove, Plate A$sembty, which screws onto lho Sprin klet,4rountinq Cup Assembly, consists of a Cove-rPlate which is soldered to an Enclo- sure at three equidislanl locations around ils periphery. Solder having a temperalure rating of 135'F/52'C is used wilh Cover Plate Assembly. The Cover Plate and Enclosure are brass per ASTM El36 (C26000 or C26Boo). A Type 302 stainl€ss steel comDreEsion Spring is located between the ilanoe of the Enclosure and the Cover Plat6. to ensure separation of the two pieces when lhe solder mells, When the Cover Plate Assembly is ex-posed lo a lamperature sufficient to {use the solder, the Cover Plate will tall away trom lhe Enclosurs which allows the Dellector to drop and to expose the Sprinkler for operaiion. NOTES Abcence oflhe Coaer Plate Ascem- bly may delay the time to tprinh. ler operation in a fire dtuition lhe FQ18 Monnting Cvp andCouer Plate Areembly th-own inFigure D cannot bc uscd ro hold / DuPont Regist€rod Trademark T I I I t I I I I I t t I t I T T T I FIGURE D MODEL F978 CONCE.ALED PENDENT SPRTNKLER ASSEMBLY The rmal Responsive Criteria. All residenlial sp.rinklers within a comparl.menl (as delined by the NFpA) must have the same heat fesponsive lher- mal characteristic, and lheir tempera_lure ratings musl be wilhin lO,F of 6ach olher. NOTE Do Not use tprinhlen aith a tem.pettare rating higher then nec_ eEtary to couer a partirular orea, Hydraullc Design Criteria. The mini-mum.,req.uired single and multiple spnnKter ltow rates are Siven in Table A forthe maximum allowlble coveraoe areas. The single sprinkler llow rate-is the minimum required discharge trom the mo€t hydraulica y demand'ing sin,gle sprinkler and, thehultipte sprinklerllow rate is the minimum requiied dis- charge lrom each of the tolal numberoI 'design sprinklers' (as specilied inNFPA 13, 13D, or 13R). NOTE The number of eprinhlzrt utithin e_gs! compartrrlent (as dzfined byNFPA 13, 73D, or IBR), 'must bLhept os feu an pouiblc. Do NOTuae more oprinhlert tho.n neces-grrry to coaer a particular tpoce, Spray Coverage Criteria. Figures E and F provide spacing rules that mustbe tollowed to assure thal the F97B Sprinklers.witl provide their design dis- tribution of water spray. Nominil wet_ tingpatterns for the F978 Sprinklers almtnrmum required f low conditions (Bef. Table A), are illustrated in Figure G, lor selected coverage areas. Operational Sensitivity Criteria. Forproper operational sensitivity, the F978 Sprinklers must be tnstallird be-neath solid ceilings having a smoothtlal or texlured surlace and rn accor- dance with Figure A. The F978 Sprinkters musl NOT beused above or below open-gridded lype suspended ceilings; beneltn sof.fils or beams having a depth of morethan 4 inches (101 ,6 mm); and, with beams, joists, or ducts having a height of .more .than 3 inches (76,2 mm) io- cated within tho sprinkler coverage ateas. NOTE B9ams houing a height of more t_hcn 3 inches (76,2 im) may belocated, utith their centerlinesalong the boundaries zeparatingad.jocent aprinhler iorerage Gneaa, ll is recommended lhat as part ol the spnnkler system d€sign, th6 designer revrsw tho dwelling plans and, where MOUtJl INC PLATE MOUNIIN6 CUP EJECTION SPRI II G OEF LEC TOR ARM O€FL€CTOR CON€ OEFLECTOR ENCLOSURE COr'ER PLATE ORIFICE INSERT RE TATNI N6 RING / GA SKETEO SPRIAIG PLAT6 EUTTON FR AME 8UL8 COMPFESSION SCREWit / ; -.i-; the F078 in position- The FSZEmust be *ecured in position btt firmly.fastening the slrinhler ryi-tem piping to the dwillins struc-ture. If .th.e F978 .ic not froperlraecured. tn position, reaction fbrces resulting from aprinhleroperotion could. alter it{ orienta.-tion and uater d.istribution. The 4.2-K-factor, Model F97B Design-er Residential Concealed penddnt Sprinklers must only be installed andufllzed In accordance with lhe follow_ing described criteria which are pro- v,ded by the manutactur€r. NO"ES 7. Resid,ential Fire Sprinhkr Syt.tema _dhould, only be d.efigied and- install.ed, by thote compe_ tent^ ond complctely familiarwith eutomatie qrinhkr qt.tem design, inslaWotion prc- cedures, and techniquea 2. lsueral criterio may apply tothe _installation anj uiig-e ofeach aprinhlen Cowequintly,it h recommend,ed that tlii 3. Queations concerning sprinh- lzr .instollatbn and usoge cri- \1t+-w!ich are not cov&ed, bxthe fo-llowing in ructioni,should be msikd to the etlen-tion of the Technical Data De.partrnent. fnc lude thetchesand technbal details, cs ap-propriote. 4, In tome inttances, the require_ments of this d,ocument motconcern specificotions uhic-hare more Btringent and. whinhtohe precedence over thosespecified in NFpA IS, NFPA13D, NFPA tSR, or bt the su. t ho rity h au ing j u ri sd.ic t ion, 5. The spray from the Fg78 ts die-tributed radi.olly outward. a.nddownuJdrd from the sprinhlerdeflec tor. Contequeitllt, theEprlnklerE must be located such that there will not be anyblind tpaces shtelded froi8pm! W partittons, roo;n dt.uid,erc, oaerhangs or otherparts of the dwelling structura g-ejler,al Service Condilions. The .F978 _Sprinklers must only be utilizedln wel ptpe sprinklor systems with allInterconnecting system piping as wellas rne spnnl(ters maintained at a mini. m.urn temperatute ol 40'F/4.C, ?ndwith water supplies which are substdn.tially tree of contaminanls andparlicles of a size greatar than 1/g inch(3,2 mm). derstanding oi the c<list of criterio, prior to tprinhler system d,edEner re- uiew and, deaelnp a woi-hinE un-derstanding of the comitete cprinhler system complete to initiat.ing the dealgi if the aprinhlcr SPftItIXL€R/ MOUNTING CUP ASSEMELV COVER PLATE ASSEM 8LY sycterrL -3- I I I I I T I I I I I I I t I I t I I (a) For covorags area dimensions I€ss tnan or between those indicatod. it is nec€ssary lo use the minimum rsquirsd flow for the next highest covsrag€ area tor whlch hydrau c desion criteria are stated. ' (b) Reguirement is bassd on minimum flow in GPM trom 6aeh sprinkter. The associated residual paessures are catcutat€d using ths nominal K-faclor. R6fer to Hydraulic Design Cdteria Section for details- TABLE A HYDRAULIC DESIGN CRITERIA S/2 = ONE.I-IALF THE LENGTH OF THE COVERAGE ABEA EEING HYORAULICALLY CALCULATED (F€F. TABLE AI. S = THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY CALCULATEO (REF. TABLE A}. FIGUBE E SPACING FULES UNOEE LEVEL CEILINGS 12\ 12 (3,7 x 3,7't 16 GFM (14.5 PSt) 14x 14 (4,3 x 4,3) 16 GPM (14,s PSt) 16x16 (4,9 x 4,9) 16 GPM (14.s PSt) 17 GPM (16.4 PSr) 18 x t8 (5,5 x 5,5) 20 xzo (6,1 x 6,1) ,I8 GPM ( 18,4 PSr) Figure E.l (Plan View) -1--- -- .. 'L -._+ Figure E-2 (Plan Vlew) Figure E-3 (Plan Vlere)Flgure E-4 (Plan Vlew) Flgure E-5 (Pt6n Vt€w) Rgure E,6 (Plan Vlew) Flgure E-7 (Plan Vlew) *ffi:T4INCHES IMlN. I*u I FEET S€ MAX. I 7-' t^_ Flgure E-8 (Plan Vtew) Figuro E-9 (Elovatlon Vtew) I I I t I I I I t I I I I I I I I I I Flgure F-l (Elevatlon Vtew)Figure F-2 (Elevation Vlew) FIgure F-3 (Etevation View)Flgure F-4 (El€vstion View) Flgure F.5 (El€vatlon Vlew) 4 Flgure F-6 (Elevation View) Flgure F-7 (Elevatlon View)Figure F-8 (El€vatlon Vi6w) Figure F-g (Etevatton Vlew)Figure F.10 (Elevation Vleur) s/2 = oNE-HALF THE LENGTH OFTHE COVERAGE AREA BEING HYDRAULICALLY CATCULATED (BEF. TABLE A).s = THE LENGTH oF TttE covERAGE ABEA BEtNc HyoMULtcALLy cALcuLATED {BEF. rAsLE A).NOTES: 1. Figures F-1 through F-9 onty apptywhen: -(a) the c€iting ridge ls horizontal;(b) tho comPartmenl openings to adjoining spaces have minimum lintel d€pths of 8 incfies (203,2 mm) below the towest sprinkle[(c, any adiac€nl sPrinklers in lh€ dkection oi th€ c€iling ddge are to be in a row which runs parallal to ihe ridge, and the sprinklers ar€ io be spaced a minimurn of g leet aparti [d) the spdnklers ars instafied with D€llecfor Arms p€rpendicular to the ceiting ,idga; and,(e) the sprinklers shown In Figures F-1 through F-8 are located in s plane whith d perpendicutar to tho coiling ridg€, and he eeiling engtss ers within th€ sF€ctfed rang€. 2. conlact th€ Tachnical Dala Departmenl for guestions mnieming installations outside the scops ot Figures F-l hfough F-10. FIGUHE F, SPACING RULES UNDER PITCHEO CETLINGS AND/OR OVEFHANGS I I I I I I I I t I I 6' 0 B' 0' 9--a' ro a 20' X 20' Coverage Area 25 GPM ---- 18 GPM. o' 2 6 a' 4' 12' X 12' Coverage Area I6 GPM =---- r2GPM---__---_16' X 16'Coverage Are€ 16 GPM .--- 12cPM--,------ FIGURE G .- ...-NOMINAL WETTING PATTERNSAr ttllllu^Ulrt lEoutRED FLow coNDrnoNsFOR SELECTED COVERAGE ABEAS UJI i,zF--F> E8Yz4<>h]YJ>o x_J >YIF>ff ]F L. V(MAX.) I I I I I I I I I+0 ( i,t ax.l 9 10 PLUS 12345678 OISTANCE TO OESTRUCTIONNOTES: 'H'OR 'Z', FEET l cElLlNG oBsrRUbnoNS MUsr BE sPAcEDoNTHE BAStsoFusrNc THF MAXIMUM RESTDUAL pFrESsuRE wHrcH wouLD BEPRESENT FOB A SINGLE SPRINKLER OPERATION.2' SEAMS ANO/OR OTHEB CONTINUOUS OESTFUCTIONS ARE NOT TO EXCEED A VERTICAL OEPTH ,V,OF MORE THAN 3INCHES(76,2 mm) WtTHtN THE SpRtNKLER COVERAGE AFEA. -. . - u4rtL!-ult PERMnTED.vEnMIL^g'-sr4llg-. SEfrifi. rHE_.'RTNKLER MouNrNG suRFAcE ANorHE BorroM oF cElLlNG MouureobEsiniEr:rdn-s suor ns-e!Aii'd,'oi'sni"ir.rcs, AND LrcHr FrxruREswlrHour uNou Ly oBSrR ucr Nc rxe wnim's i n'ii'driffi e urro* u, t! oi-t!- Y< E'A >6 >oN a 05 15 20 25 30 35 40 45 CEILING ANGLE 'A" DEGREES NOTE: SPHINKLERS MUST BE INSTALLED WITH DEFTECTOR ARMS PERPENDICULAR TO THE CEILING RIOGE. GRAPH B I'INIMUM H EOUIRED HOHIZONTAL DISTANCE BETWEEN A SPRINKTER LOCATED ON A LEVEL CEILING AND AN 'NTEHSECTI}IG PITCHEO CETLING WITHOUT UNDULY OBSTRUCT'NG T}IE WATER DISTHIBUTION t I t I I I I I I I I I I I I I I I I COVERAGE AREAS: (a) 20'x 20' (c) 16' x 16' (b) t8'r 18' ({ la'x 14'&12'x12' J 4 3 1 0 -0 5 10 15 20 25 30 35 40 45 50 CEILING ANGLE 'A.. OEGREES NOTE: SPFINKLERS MUST 8E INSTALLED WITH DEFLEoToR ABMs PEFPENDIcUTAR To THE cEILING RIDGE. I a\ llJ Eu- o ^uJuJ:z g3 E6zF- 5€ Jo GRAPH C M]NIMUM REAUIEED SLANT DISTANCE BETWEENA LEVEL CEILING AND A SPRINKLER LOCATEO ON A PITCHED CETLING WITHOUT UNDULY OBSTFUCTING THE WATER DISTHIBUT]ON 3 FEET MAXIMUM WHEN TBERE ARE NO SPR INKL€RS ON THE LEVEL C€ IL ING -7- I I I I I I I alJll, IL ?,? F^nr_ =:;(r<E tuF;^l :3= 3dg {R>N E I 15 20 ?5 30 35 40 45 so 55 60 CEILING ANGLE ,A" OEGNEES 4" TO 6" (SEE r.rot: 2 ) NG SURFACE N {MAX,) {SEE NOTE I ) NOTES: 1. UP TO A MAXIMUM OF ONE.HALF THE LENGTH OF THE COVEBAGE AREA EEING I-{YDRAULICATLY CACULATED. 2. THE MOUNTING SURFACE MUST BE LOCATEO WITHIN 4 TO 6 INCHES (101,6 to 152,4 mmloF THE PEM, IF tT IS NOT CONTINUOUS OVER TIIE FULL LENGTH OF THE CEILING RIDGE. 3. SPRINKLERS MUSTBE INSTALLEO WITH DEFLECTOR ARMS PERPENDICULAB TO THE CEILING RIDGE. 10 GRAPH D MAXIMUM WATEF SPRAY DISTBIBUTION WHEN A SPRTNKLER IS LOCATED AT A PEAK N (MAX.) (5E€ NOTE I ) I I I I I I IJJtu t.L3iTt! >2,.,crs H .-69>o; 338xzgR cc = 0 510 15 ?o 25 30 35 40 45 ruserHeccnEllileG#8rchf aoltu9l,LtFo"o.r.u,, 1. UP TO A MAXIMUM OF ONE-HALF THE LENGTH OF THE COVEBAGE AREA BEING HYDRAULLICALLY CALCULAIEO. 2. 3 FEFT (9t4 mm) tS THE tvtAXlMUM pERM|TTED ANO 1 FOOT (305 mm) tS THE MIN|MUM REOU|RED. 3. SPFINKLEBS MUST BE INSTALLED WITH DEFLECTOR ARMS PEBPENOICULAF TO THE CEILING RIOGE. GRAPH E MAXIMUM WATER SPRAY DISTFTBUTION WHEN A SPFINKLER IS LOCATEO ON A PITCHED CEILING OPPOSITE FBOM AN INTEBSECTING PITCHED CEILING I I I I I I 15 20 25 30 35 40 45 CEILING ANGLE 'A., DEGREES COVERAGE AREP.S: (a) 20 x 20' {b} 18',r 18' {c) 16'x 16' (dl 14' x 14' (s) 12'x 1Z S/2 MAXTMUM (sEE NOrE rl II. UP TO A MAXIMUM OFONE.HALF THE LENGTH OF THE COVERAGE AREA EEING HYDRAULICALLY CACULATED. 2. SPRINKLERS MUST BE INSTALLED WITH OEFLECTOR AFMS PEBPENOTCULAR TO THE CEILING RIOGE. GRAPH F MINIMUM FEOUIBED SLANT I}ISTANCE BETWEEN A R]DGE AND A SPRINKLERWITHOUT UNDULY OBSTRUCTING THE WATEB OTSTR]BUTION ooI I I I I I I I I I I I T I I I I t I FIGURE H HEAT SOURCE CBITEBIA -9- To prevent the possible release ol an Fg78 Sprinkler's heat responstve element (Bulb), due to exposure to heat sources other than abnornal lire, lhe 155'F/68'C F978 Sprinklers areontyto be installed where the maximum (non-fire) temp-erature of all the sprinklefs within a compart- ment will not excoed 100'F/38'C. The sprinkler system piping must NOT be run lhrough heating ducts, or connecreo to me domestic hol water system. The following areas are examples of localions where the ambienllemperatures may exceed i00'F/38'C. The F978 Sprinklers must NOTbe located in lhese areas unless th€ system desiiner can documentthat_ the ambient temperature of thri sprinkle': will not exceedlO0'F/38'C with the heat source in use at maximum output. 1. Where.lhey wi.llbe exposedlo the rays of thesun passing through glass or plastic skylights. 2. ln unventt'lated.cornpartmenls containing a tumace or water heater.3. In unven atect attics or in an unventilated_concealed companment under an uninsulated rool. 4. Wilhin 2 leet (610.mm)_ol an outside edge of a ceiling mounted, oownward dFcharging diftuser. 5. Vt/ithin 2. feet (6l0,mm) ol the left or right edges ot a horizcntaloEcnargtng.heat ditfuser or within g feet (914 mm) ol the lront of ahorizonlal discharging heat diffuser. 6. Within the following distances of exposed light fixtures: Watlage MlnimumRange Distance Less than 250 6 inch€s (1SA mm)250-499 | toot (3OS mm)500-999 2 ts6t (610 mm) 1000 and mors 3l€st (914 mm) I yillrl 18 inche^s-(4s7 mm) of the side of an uninsulated heating duct.I glgrln 1 root (305 mm) ot an uninsutaied hot water pipe.y. w[ntn rne Snaded areas shown in in the adjacsnl illuslrations. ---+frij,,1,../// t< €ffi1, .,,,*,;...sfi#ru*J,,----F"f-E€- sf,lfs:*,Hffii BSi lffilJ-rl77777777777777777m Fiecessed H€Erth Fireplace Coal or Wood Burning Stove Open Hearth Fireplace Range or Wall Oven Fuinace or Waler Heater I I I t I I I I t t I T I t I t I I I appropriate, advise the owner or his representativs as lo lhe following. l. Lintels ot al least 3 inches (76,2 mm) in heighi and prelerably 8 inches (203,2 mm) should be used over all passageways lrom one space to an- other, in order to reducethe oossibil- ity ol sprinkler operations oirtside ot the fire area. ll. gearns ol at least 3 inches (76,2 mm) in h€ight should b€ used to border each of 5 or more adjoining areas of F978 Sprinkler covgrage (within the same'compartrnent),'in order lo decrease the tirne to lirst sprinkler operalion as well as to r+ duce the possibility ol muttiple sprinkler operalions. Cold Soldering Crlterla. Figures E and F provide lhe minimum lpacing fequirements necessary for prevsnt- ang the welting (i.e., cold soldering) of lhe heal responsive element (Bulb) of a non-operaled F978 Sprinkler, which is adjacent to one which has operatod. Heat Source Criteria. Fiqure H out- lines. the requirements reldting to pre- venting the possible release of an F978 heat responsivs element (Bulb), due lo exposure lo heal sources olher than abnorrnal fire. WRENCH 'A8 MOUNTING CUP l-' /15- (27 dhl HEX I/2" RACHEI ORIVE INDIcA-IING BossES AR€ II! LINE yr|TH DEFLEcToR ARMs FIGUBE J MODELS F874 SPRTNKLER WRENCH ]vO?'ES Res ide-nt ia.l Fire Sprinhler Sys- tems should, onb be d.esigned and instolled. by those competenl andcompletely familiar with au-tometic sprinhler sgetem design,instollation proced,ures, iniltechniques. The Technical Dala Deparlmentshould, be contscled. rilatioe toang qvestions. The F978 Sprinhler ic inoperatiuetrith the Disposable piotectiue Cap in place. Do not install any bulb type sprinhler if the bulb ic croeheil-ortherc is a loss of liqui.d from thebulb, With the sprinkler held hor-izontal" a smoll air bubble uithan approximate d,ionuter of 1116ineh (7,6 mm) should be be pres- ent. All aprinhlers installed withincompartmentc havinz a pilched ceiling with one or tlw iaraltethorizontal ceiling rideet- must be inst.Llled. u)ith thi Defiector Armsperpendicular to the ceilingridget Fc-ilutu to prcperb oriei. tate the Deflector Arml mtit resuttin inpaired, fire protectisi due to cold. soldering aidlor inodequotesPra! coverege, Only ute the Model F874 Sprtnh.Icr Wrench for inilalla.tiai of the F978 Sprinhlen Do not urcnih onlhe SprinhlerlMounting Cup As-tembQ other than as chown inFigure J. Do not attempt to mahe-up for in- sufficienl cdjustment in theSprinhler Assembly b1 under. or o-ue-r. tig htening the Sprink.LerlMounting Cup Assembly, Re. oQjust lhe position of the sprinh- ler fitting to *uit. A leah tight 712 irch NPl ryrinh-ler joint ghould be obtained witha torque of 7 to 14 ft. lbs. (9,5 toI9,O Nm). More than 21 ft. lbs.(28,5 Nm) of torque may d.istotithe sprinhler orifiee seat with consequent leahage. Proceed with the installation as fol- lows: 1. The pipe connected to the sprinkler titting should b€ cut so that ihe bot- tom face of the fittinq is between 2-1116 and 2-5116 in;h (S2,4 and 59,0 mm) above the ceiling line. By using a 1/4 inch (6,4 mm) range for the "O" dimension shown in Fioure A, the remaining 1/4 inch (6,4 irm) ol adjushent can be used to com- pensate lor the possible manutac- turing variations in the make-in ofthe sprinklers and the take,out ol litlinqs (as permitted by ANS| Bt.2O.1). - 2. Apply pipe ihrBad sealant sparingty to lhe sprinkler threads only. Use ol a Tellonl based pipe joint seajant js recommended. 3. Remove the Protective Cap and then using the Model F874 Wrench, positioned as shown ln Figure J, in- stall and tighten the F978 Sprink- lerlMounting Cup Assembly inio the fitting. The F874 will except a t - 1/.|6 inch (27 mm) hox sockot or a l/2 inch rachet drive. After installing lhe Sprinkler/Mounh ing Cup Assembty, the Protective Cap is to be reinstalled until th€ cejl- I DuPont Begistered Trademark-10- I I I I t t I I T I I I I I I I I I I ing installation and finishing is com. plete. The Cap is intended ro h6tp prevenl damage to the F978 Sprink. ler during ceiling inslallalion and/of during application of the finish 6oat- ing ot the ceiling. Also, th€ tip ot rhe Cap can be used lo mark lhe center ol the cailing hole into plaster board, ceiling liles, elc. by pushing the coil. ing product against the Cap. 5. Atter the ceiling has been completed with the 2-5/8 inch (66,8 mm) diam- oler clearance.hole and in prepara- tion for installing the CoGr Plate Assembly, removo and discard the Protective Cap, and verifu thal the Deflector talls f re ely. lf the F978 Sprinkler has been dam. aged and the Deflector does not falllreely, replace lhe entire F9TE Spdnkl€r assembly. 6. Screw-on the Cover Plate Assemblv until its flange comes in contact with the ceiling. Do not screw-on the Cover plale Assembly such that it wil tifta ceilino panel out of its normal position. If the C,ot:er Pkrte Asaemb$ can-not be engeged with th.e Mount. ing C'up or tie Cooer ptate As- seryb y cannot be engaged,sufficiently to contact the ceit. t"1g, tl2e Sprinhcr ho.s been ptsi- tioned incortzctly and must be re_pos ilianed according to Stelt AIo.l. The F978 Sprinklers must never beshipped, stored, or used lvh€re theirtemperature will exceed 100'F/38'C and they must never be painte<|,plated, coated, or otherwisd altered af l€ r. l€aving lh€ tactory. Modif ied sprrnk,ers musl be replaced. sprink- lers that have been €xposed to corro. srve producls ol cornbustion, but havonot operaled, should be comDlelelv cleaned by wiping the sprinkter'with i cloth or by brushing it with a sott bristle brush- NOTEParticular care to prevent over-heatinE must be erereited uhen s.toring cprtnhlen -in cart, trucht,traine, or other uehiclee on udrm,bright cunny dayr, Care must be erercised to avoid dam. ago to the F97B Sprinklers - both be- fore and after installation. Sprinklers damaged. by dropping, st riking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprink. ler that has a cracked bulb or thal has lost liquid lrom its bulb (Rel. Instat- lation Section). NOTES Absence of an Escutcheon Platemay delay the time to eprinhler opetvtior. in o fire dtuation. Before closing a fire ptntectionsytlem me,in control ua.lue formaintenance uorh on the fire pro- tection tyatcm .rhich it iont;nlc,permlselon to chut down the af. fected fire protection cjsteit mus-t be obtained from the proper au thoril ie c and. a il p ersonie I w homay be uffectecl by this action muct be notified. It is recommended that automaticaprinkler tysternc be inspected s.nd. maintained in zcco-rdsncewith the gduice a.nd, suggestiont giu_en in NFPA tJ, 1SA, t-BD, ond 73R, as applicable, ll is recommended that automalic sprinkler syslems be inspected quar. lerly by a qualified Inspeclion Service. The F978 Sprinklers must only be te-placed with pendent sprinklers which are listed for residential fire protection service anC trhich have lhe same nom. inal K-factor, the same coverage aroa, the same or lower flow ratings ias indi-cated under "Hydraulic Disign Cri. teria"l- All residontial sprinklers inslalledwilhin a compartment (as delined bv the NFPA) must have ihe same heai responsive thermal characteristic, andlheir lemperature ralings are to be within 10'F of each othei NO?'ES Wet pipe eprinhkr slatems muet be mainteined ot o, mlnimum tem.persturc of 4O'F|4'C, Exoocure to freezing temperaturet in resultin bursting of the pipe andloraprtnEten Do NOT enclnse eprinhl,ers uithindrapes, curtainc, or ualancec. Do NOT hang arytthing hom'thesprr.nnaen- Automotic xprinhlere are NOT tobe tested tsith a heat toarce, Op-eration of lhe heat responaive eie.ment (Bulb) ca,n rezulL Do NOT cleonse lhe tprinklnrswith aoap and wcrer, d-eterFentr,ammonia, cleoning fluiiic, oiother chemicalt, Eemoue duct,lint, co\webq cocoonr, insects', a ond. laruae by gently braehingrtith a. feather duster or gently oacuuming uith a cofi b*tb (Le., du stin g) b ru s h a.ttac h ment. The mininutn uerlical cl-eentnce betueen the topc of free stand,ingportitions, room d,iaiderq cab- inets, storage rachc, ttoch plles, etc,, and the cprinhler deflzctor ia NOT to be l.e*c than thc clzsrancegiuen belou. Horizonta.I Dictance Vet-tizal from Sprinhlzr Clearonce to Item, ft. (m) In (mm) More than 6(7,8).. .. 24(610) Frorn 3 to 6(0,9to1,8) .,... 19 (483) Belueen 2 and, 3(O,6toO,9),, .., t6(406) From 7 to 2 (0,3 to O,6) 13 (330) Lecs than 7(o,il. .. . . . .: , . t|(g#) Erercise suitable sofety precau- tiotts in thc use and slorage ofhighly flammable and poteniiatly erplosiue ma.terialr,. The rapi7rate of fire deaelopment and. apre_ad. which can be caused bgsuch lmateriolc co.n reduce theability of th.e sprinhler system toaid in the control of a fire inuhich the! are involoed- When remodeling, such as by adding false beams.or lighl fixtures or changl ing the location ol compartment walli,first verify lhat lhe new conslruclion will nol violale the installation require- msnt6 stalsd under WARNINGS. Atler the new construction and/orthe sprink. ler syslem to suit the requiremehts ol this documenl. -11- T I I I I I I I T T I I I Orders for th6 Modsl F978 Desiqner Residential Concealed Pendent Sprinklers must include the descrip- tion and Product Symbol Numbbr (PSN) where applicabte. Contact your local distributor for avail- ability. Sprlnkler Assemblies: Specily: 4.2 Kjactor, 155'F/68'C, Model F978 Residential Concealed fe.ng9ry Sprinkter wilh (sp6eify rype finish) Cover Plats, PSN (specity).-' Painted whtre Cove. Plale ....... .....pSN 5t-979.0.1Ss Chrome Plated cove. Plal6 ..,.,..... _ -psN 5t-978-9_155 Contact your local distributor for availabilty. Product Symbol Numbers are not speciried when ordering F97B Sprink- lers with a specialpainted linish lorthe Cover Plate. lt is suggested that a color.chip be provided when ordering special painled finishes. Othenrvise. responsibility for duplication ot the de- sirecl linish cannol be accepled. S6parately Ordorsd Parts3 Specif y: Model F874 Sprinkter Wrench, PSN 54976-t-001. Order lor NFPA publications should be addressed lo the: Publicalion Sales oepa rlment NFPA Balterymarch Part( Ouincy. MA 0?269 Heplacement Parls: Specily: (description) for use with F978 Sprinklers, PSN (specig). Sprinkle/Mounting Gup Assemblies are not available as replacemenl parls. Pqinted wlite r35'F/57'C Cov€r Plate Assembly . .pSN S6-978-0.tSs Chrome Plst€d t35'F/S7'C Cover Platg Ass€mbly ............. -pSN 56-97S"9-155 Producl Symbol Numbers are not specitied for replacemenl Cover plate Assemblies with special painted fin- ishes. Records are not maintained olpreviously ordered 6pecial painted lin- ishes. Therefore, it is suggested that a coror chip be provided when ordering replacem6nt parts wilh special painted fi.nis.h es. Otherwise, res'ponsinitity for duplication of the desirgd f inish cahnot be acceoled. LIMITED WARRANTY The manufactur€r warrants lor a p€riod o, one y€ar trom the dals ot sala(warranty period) that the product(s) sotd hereuhder are free from defects in malerial and.wo*manship. Our obligation under this tvaranty is limitod to repatf or reptacement, or, al our option, we will repay the price paid fOr the product(s), plus any transportation charge paid bf the iurchaser. ln tn6 case ol reptacemenl, we will pay the transportation charges to lh6 !99ili9l' of the defective. product. We must be given the opp6rtuniry toinspect any product you believe to be d€tecliv€. To make a claim under lhis_ijmrted-warranty, you should conlacl our Sales Services Manager at(401) 886.3105. THERE ARE NO OTHER WRITTEN OR ORAL WARRANTIES. ALLIMPLIED WABRANTIES OF MERCHANTABILITY AND FITNESS FOR.A PARTICULAR PURPOSE ARE LIMTTED IN DURATIO}I TO THEOURATION OF THE LTMITED WARRANTY SET FOHTH ABOVE. The manutacturer does not assume any other obligalion in connectionwilh the sale ol the product(s) by purchdser. This warranly shall nol apply to any product(s) which have been installed in violation of yrritten instructions furnished by the manufacturer, repaired or allered, misused or damaged, or not prop'erly maintained. The manufaclurer is not liable lor indirect, incidental or ronsequential damages in conneclion with lhe use of the product(s). Some states dc not allotv limitations on how long an implied warrantvlasts, or exclusion or limitation ol incidental or consequontial damages', so lh€ abov€ limitations or exclusion may not apply to you. TTIIS WAFBANTY GIVES YOU SPECIFIC LEGAL RIGHTS, '.ND YOU MAY ALSO HAVE OTHEB FIGHTS WHICH VAHY FFOM'STATE TO STATE. The tollowing patent is applicable tolhe Model Fg78 Hesidential Con- c€aled PsndBnt Sprinkler: u.s.A. 5,152,344 The nominal weight ol the Modat F97AFlesidential Concealed Pendent Sprinkler E 7 .2 oz. (2O4 gl.I I I I T T @ Fog. tndamatk oI GRINNELL coRPoRATloN, 3 wco PABK EXETER, NH 0gg33 Atqqn NTERNA?ONAL LTa. CoMpAity t-ttI om,'RES]DENTIAL AuroptAlc SpruxrtEfts Monnt JN tow Ftow Barc Spnev Snruns Pnwnnwr I I I t T D n sc ru p rrcu eyp O pn nerr oN The Globe. Model JN. Low Flow Residential Sprinkler is a low profile yet durable design which utilizes a 3mm frangidle glass ampule'as the thermosensitive element. lc features both ec6nom! and aeithetics. The combination of the 3mm frangible glass ambule and RES3 scvle deflector make che Model JN Lot Flo; Residintial Sprinkler.ihe ultimate in life safety and fire control. The Globe pendenr and Recessed Pendent Model JN Low Flow Residential Sprinklers have met the strict requirements of Underwriters Laboraroriei Inc. as described in the UL standard for Residential sprinklers for Fire protection service, uL 1626, and should be used accordingly. The heart of Globe's Mode.l .JN, sprinkler proven actuating assembly is a hermetically sealed frangibl6 glais ampuri that contains i preciselv measured amounr of fluid. Whenheat is absorbed, rhe liquid , ritrrin trr6bulb expands .increasing.the internal pressure. At the presfribea temperarure the interna.l pressure wiihin the ampule exceeds the s.trengrh of the glass causing the glass to shatter. This results in waterdischarte which is distribu.ted in a.n approved pattern. The patented seatdesiql cglsisgs of an engineered pliitic seai and silicone'o-ring. Thiscombination has advantages over other types of seating ".rangiments,in that che plasric seat is an insulator which provides for n"o neat t'oss rromthe bulb ro the water in the system, rezurting in faster ."ipont". -in addition, the plastic sear is nor.su.bject to corro-sion or deteribration bychemicals, bacteria or electrolysis. Trcurucat Deru U.S. Parent No. 5,494, | 14. See reverse side for Approvals and Specifications. Temperature Rating - lSs"F (68.C), 175.F (79.C). Water Working Pressure Rating - 175 psi (12 Bars). Factory rested hydrosratically to 500 psi (34 Bars), Maximum low temperature glass bulb rating is _6i"F (-S5.C). Frame - bronze Deflector - brass Screw _ brass Bulb sear - engineered plastic O-ring - silicone elasromer Bulb - glass with alcohol based solurion, 3mm size. Escutcheon Assembly - steel \ 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 DECEI-4BER I998 b FIRE SPRTNKI,ER CABPORATION I I Rncnssnn Pnyonxr RESIDENTIA,L PENDENT I I I T I t S PRI N KLE R TE M PE RATA RE RATING/C.'IFICATION and COLOR CODING RESIDENTIAL RECESSED PENDENT 517-846-4583 o FAX 517-846-9231 BULLETTN JN_RES3, REV. #3 I '.: l I I CLASSIFICATION AVAILABLE SPRI N KLER TEMPER.ATU RES N.F.P,A. HAXIMUM CEILING TEMPERATURE ORDINARY INTERMEDIATE 155"F 175'F 6g"c 79"c RED YELLOW 100'F 3g"c 150'F 66"C A-laN I t TIESTDENTAL o Auroaaruc Spruwrtnns Monm JN tow Ftow Butn Spnav Snruns Cnoss Secrtoy Pnrnnxr . Rncnssnn Pnunnnr NOTE: METtuC CONVEPSIoM ARE APPR.OXIHATE. Appnoutts @-f,oBE"Y qfla""lBtf#H Rn s n n x r ut hvs ret terrc w D.era PENDENT AND RECESSED PENDENT SPRINKLER *FINIsHEs AVAILAELE ON SPECIAL ORDER +AVAILABLE AS U.L AND C.U,L. USIEO CORROSION R€SISTANT WHEN SPECIFIED ON ORDER Onnnruwe lwron*tarroN SPECIFY Quantity Model Number Style Orifice Temperature Finishesdesired Quaritity - Hodel JN Wrenches - p/N 325390 Quantity - Model JN Recessed Wrenches - p/N i2539 | G to n n, P noD ucr WenneN rv Globe agrees to repair or reptace anf of its own manufac- tured productsfound to be defective in materialor workman - ship for a period of one year from date of shipmenc For specific details of our waranry please refer to price List Terms and Conditions of Sale (Our price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 5 t7-846-4583 t-800-248-0278 PRINTED U.S.A FAX 5 t7-84&923 | www.globesprin kl er.com BULLETTN JN-RES3, REV. #3 SpnctrtcerloNs oRtFtcE stzE NOHINAL "K" FACTOR THREAD SIZE LENGTH FINISHES 3/8' { l0 mm)(40 metric)I/2" NPT ? ll4" (5.7 cml Factory Bronze *Satin Chrome Bright Chrome White Polyesrer+ Black Polyester+ *Lead Coared STYLE ORIFICE slzE 155"F 68'C | 75'F 79'C UNDERIIA/RITERS LABORATORIES tNc. CANADIAN u.L N.YC.- D.O.B. MEA t0l -92-E PENDENT J/O X X X X X RECESSED PENDENT 3/8"X X X X X MAXII.IUHAREA OF COVERAGE HINIHUM WATER DISCHARGE & PRESSURES NEED€D SINGLE SPRINKLER TvvO SPRINKLERS 12' x 12' l4' x l4' l0 G.PM.- t2.7 Ps.t.7, a e G.eM.- s.2 Ps.r.(EAcH) r0 G.PM. - 12.7 PS.l.C oB 8 G.p.H. - s.2 ps.l. (EAcH) 16' x l6'r0 c.PM. - t2.7 PS.t.lJ-,R s.sc.eu.-e.2ps.r.(EACH) 18'x l8'il c.P.M.- t5.4 PS.t.||6"2 to.s 9.pM.- t4.o ps.t.(EACH) 20' x 20'r4 G.PH. - 25.0 PS.t.,f,O,O r3.s c.PM. - 23.2 ps.t. (EACH) RECESSED PENDENT DECEMBER I998 T I V %ffi$ffifltrffif MoontN RES4 Srw.n LowFrow Bata ^Spnar^Srnrrsr Horuzoumt Snnwntz I Dnscrupno,ANo opnRArroN Rncnssnn Horuzovrut Smnrutl I The Globe Model JN Res-identiar sprinkrer is a low profire yet durabre I design which utilizes a 3mm frangible grass ampule as the $e.ri,*"^iti"" I etemenl tt teacures economy, aesthetics and low water flow.- I he combination of tlre 3mm frangible glass ampute and RES4 srvledeflector make the Model JN Reside-ntiar Sprinklei tt e utti,n"t"-in fii"I :{.y."F. fire contror- rde croue H"-.i-lt* Sidewail series of theI Model JN Residential sprinkrers have met the stricr r"qriid"nr. ;tUnderwriters Laboratories Inc. as described in the Ui'5t""a".J-f". G&. ,*w@.r Lttri'*ij,ffi;H;',ffi.;il#*:**f Wr is a hermeticatly seated f3ryibri: grais ampurl that containiE;Ei;;ii I 11rii:j "Tount of fluid. When heat is absorbed, *. tilria "J.*in *i,r bulb exPands increasing.the internal pressure- At the prescribed RES|DENTIAL temPerature the internal Pressure wiihin the ampule "*l"Jt *" HORIZONTALSIDEWALL I strength of the glass causing the grass to shatter. rnh .outt ln-rn i..I discharge which is distributed in ai approved patrern. ft," p"l""ilJ,"",design consists of an engineered priitic seafand silicone'o-rrns. ihis- combination has adwantages over other type, of realint;;;;?";; I in that the plastic seat is ari-insuratorwhichirovides for n6 heat 6ss rron.,r the bulb to the water in the system, .eslking in hster *ro"ni". -i. . :l9j:h,1.^o-l*:::l.,ls,1o1su.uieci to.o.,.o',ion'oi;;,;5#;;;; &"l';T;:*:;E;erectrorvsisi- ss'LE,.\"dr'e.''rr tr :**Nfi#*'"*i;,r*,*, W - f1o".y tested hydrostatically to 5fi) psi (34 Bars). REstDEltTtAL I Maximum low temp_erature glass bulb'rati'ng is -6i"F (-ss"c). REcEssED I ' :TI" - bronze " Deflector - brass + screw - brass HoRtzoNTAL stDEwALL butb sear - engineered plastiq " O-ring _ silicone etastomer I Bulb - glass with alcohol based solution, 3mm size. I Escutcheon Assembly - steel I I I I 4077 AIRPARK DRIVE STANDISH, HICHIGAN DECEI'TBER I998 517-846-4583 r FAX 5t7-84G9231 BULLETIN JN-RES4, REV. #I ' ON and COLOR CODING AVAILABLE SPRI NKLER TE}IPERATURES A-2aN I IIESIDENTIAL METRIC CONVERSIONE ARE APPROXII.,IATE Aaroaartc Sprunwtnns Monnt JN RES4 srvtn Low Ft ow Batn spnay snruns Horuzowrat snnwalL- RECESSED Horuzourut snnwett SpacrctcerroNS oRtFtcE stzE NOHINAL'K' FACTOR THREAD SIZE LENGTH FINISHES 7116" ( lr5 mm)4.2 (59 meric)IN" NPT 7 ln: (6.a cm) hctory Bronze *Satin Chronre Bright Chrome Whhe Polyesterr Back Polyesterr *Lead Coated .fIN9HES AVAIIAALE ON SP€CIAL ORDERAppnouats+AVAILAEI"E AS TJL USTED CORROS|ON REs}sIANT STYLE UNDERVVRITERS LABORATORIES CANADIAN U.L N.Y.C.- D.O.B. MEA t0t.92-E HORIZONTAL SIDEWALL & RECESSED HORIZONTAL STDEWALL X X X Rnsn nwruat fxs rauenox bereHORIZONTAL SIDEWALL AND RECESSED HORIZONTAL STDEWALL SPRTNru-ER ON ,RDERING IUTONUATION @,ag-4#'LSiDEWALL SPECIFY Qrnntity . Model Number . SqleOrfice Temperature Fnishes desired Qu"ntr? - Model JN Wrenches - pN 32'5j90 Quantity - Model JN Recessed Wrenches - piN JZZIOZ Gtonw PaoDucrWARRANTr Globe agrees to repair or replace any of iB own manufac_ tured producs found to be defective in material or workman_ ship_for a period of one year from date of shipmenr For specific deaib of our warranty please refer to price List Terms and Conditions of Sate (Our prhe List). ,4O7/ AIRPARK DRIVE, STANDISH, HICHIGAN {8658 5 t7-846-{583 t€00_2,+&0278 PRINTED U.S.A FAX 5 t7-846_9?3 I www.globesprin kler-com BULTETIN JN-RES4, RFV. #I MAXIHUH AREA OF COVERAGE DEFLECTOR POStTtoN BELO\iV CEILING TEMP. RAIING HINIHUH \i|ATER DISCHARGE & PRESSURES NEEDED STNGLE SeRINKLER I rwo spRtNKLERs 12'x 12' 4"-6"rss / t75 13 G.PM. - 9.6 PS.t. 15 G.P.M. - t2.8 PS,t. t4 G.PM. - | t.l Ps.t. ilG.PM.-7PS.t. r2 G.PM. - 8.2 PS.t. 12 G.P,tr,t. - 8.1 PS.t. 14 G.P,M. - | t.l Ps.t. 14 G.Pt4. - _ t PS.t. 18 G.PM. - t8.4 Ps.t. 6" - t2"t55 I t75 14' x 14' 4"-6"t55 / t7S 6" - t2"t55 / 175 16 6.P14. - t4.5 PS.t- t7 G.PH. - t6.4 PS.t.16'x 16' 4"-6"t55 / t75 6" - t2"r55 / t75 | 9 G.PM. - 20.5 PS.t. 16' x 18',f" - 6"t5s 2t ceM. - 2s.0 Ps.t, 27 G.PH. - 4l.l PS.t- 19 G.P.M. - 20.5 P.S.L 21.5 G.P.M. - 26.2 P.S.L 19 G.P-h4. - 20.5 P-S.I. 16' x 20'4"-6"t55 l8' x 18'4"-6"I q(?2 G.PM. - 27.4 PS.t. Cnoss Sncru, DECE}4BER I998 fin IoI t I I I I I I I I I I I I I I I I I LOBE FTRE SPBINKLER coBPOBATTON 4077 AIRPARK DRIVE . STANDISH, MICHIGAN PHONE (517) 846-4583 . OUTSIDE MtCHtcAN t_800-248-0278 Residential Sprinkler Installation Guide 48658. FAX (st7) 846-9231 BULLETIN R.S.I.G., REV, #4 ocToBER t997 GLOBE RES]ENTIAL SPRI r GENERAL DESCRIPTION 1' ,".1f* ftfrltj':!"t corporation Model 'J" and "JN"* pendent and horizontal sidewall residential sprinkters areI ffi':g;::TrHT,ff#fl';;'ff;'i?,T,!*lT,'ji:,'J#[x'JjJ:Til #:1,,]'.:,$t;'::,"?:.fito these standards as a minimum and additionally to the Underwriters Laboratories Inc. Sandard for ResidentialI sprinklers for Fire Protection service, uf rgie. 'g"q2, r-se residential sprinkrers are significandy faster in operadon! - (quick response) than ordinary sprinklers, it is extremely important that tlrey be u..d jn "..o.j"nce with their u.L. r I:::t*:,lPPropriate NFPA sandards and the criteria set fortlr herein by Globe.r +r-uture reference to 'JN'in tlis guide applies to the 'J" as the ristings are identicar,I WARNINGS I l' lnstallation of Glob-e Model'JN" Residential sprinklers mustconform tothe installation requiremene of this guideI and.mustmeetNFPA 13, l3Dor l3Rstaniards. Theymustalsobeinsalledinaccordancewirhsrandardsset ^ jf *. authority having Jurisdiction over tlre system insalladon.r 2' The contractor is responsible to give the owner of tJ're system, orhis representative, a copy of thisguide. Further,I _ 3" owner should give a copy of this guide ro a succeeding owner.3' The owner is responsible for'mainaiing dre system in proper working order.r 4' Residential automadc sprinkler systems i'hould Le ."inoin"i "nJ t.p*."a in accordance wirh NFpA 13, | 3D,I - ^l3R and 25 specifications. professional maintenance is recommended,)' Any quesdons regarding tie insallatjon of Globe Model 'JN" Residential sprinklers, nor answered in this guide,r may be directea 1{e Globe Fire sprinkler corporation, "ndlor. t}r" N.tional Fire protection'Association asI well as r}e authority having jurisdiction.6' when the specificadons in tht guide are more strict than those of the NFpA standards or the authoriry having I .' r'urisdiction, this.guide must take precedence. sJ \'r rrrE dur.r . I '' 1t::::"! as hallways, sairwelh, landings, dinettes and rooms must be separated by beams, lintels or soffits gor more inches in depth to be considered single comparcments.I 8' only use the minimum number of sprinklers necessary for each compartmenc Do Nor use more sprinklersI than required per comparfinenr9' Globe Model 'JN" Residential sprinkjers must not be installed on soffits or beams rhat are greater than i inchesI in deoth I | 0' Beams that are 3 inches in depth or greater, may be located such that tlreir centerlines are along t5e boundariesr . . .oJ.adjacent sprinkler "o""og" "r"i.I l' when a beam or partition eitends down from tJre peak of a room, it tends ro slow down the operation of t5eL - ,1.r. sprinkter. I z' use onry a maximum torque of 25 ft lbs. to installGlobe l'lodel 'JN" Residential sprinklers. use of highertorquer levels may distort the seating area of the sprinkler resulting in leakage. I l:. P" not hang anything from ti" ,p.intl*. ' ra. lJo not put curtains, drapes or valences around sprinklers,I l5' Do not use soap and,water, detergents, .L"ntng agents, ammonia or other chemicals to clean sprinklers. ToI remove dusq cobwebs, lint, etc., carefully ure " fu"th.r duster or vacuum witjr a soft brush attachmenc I THPORTANT NOTES ! l' Residendal Fire sn1inru1l syst|ms should only be designed and instailed by competent professionals having fu1knowledge of tie special jesign/usage .uq;ii"r"n* involved. Any changes necessary to an existing approvedr system shourd onry be performed by tu.tr competenr professionar individuars.| 2' should the briginal watef:rytf yj to aurign thu "ppro'"d "roii.J rf..". change, ir is mosr important drat r F",fn"":rff:rinkler svitem be revie'wed b),';"rp";";;;..i*'rt""r, famiriar with these speciar fire | 3' More informadon concerning Globe's Model 'JN" Residential sprinklers may be obtained upon request rothe Globe "customer Servic-e Depanment" at the address contained in this documenr I o.rorr*,r' p.-^ ,Page I BULLETIN R.s.i.G:; REv. #4 C GLOBE R DENTIAL SPRII t I t t I I I t I I I t T I I I I I MODEL JN RESTDENTTAL SPRINKLER DESTGN GUTDE MODEL JN RESIDENTIAL SPRINKLER DISCHARGE TABLES IN GALLONS PER MINUTE K=2.8 K= 4.2 STYLE ORIFICE K-FACTOR COVERAGE FTxFT TEMP. .F MINIHUM FLOW GPH MINIMUH PRESSURE PSI SINGLE TWO SINGLE TWO PENDENT & RECESSED (RES3)318"ZE l?x 12 r55, t75 t0 at tL7 8.2 PENDENT & RECESSED (RES3)3l8"2.8 l,l x l{r55, t75 t0 I tL7 9.7 PENDENT & RECESSED (RES3)3/8"2.8 l6 x 16 t55, t75 t0 8.5 tL7 9.2 ryf{q!ryr & RECESSED (REs3)3/8"2.8 18x 18 t55, t75 tl t0.s t5.4 t4.0 PENDENT & RECESSED (REs3)3t8"2.8 20x20 155, t75 I4 t3.5 25.0 73.2 PENDENT & RECESSED 7il6"1.7 12x l2 r55 t3 tl 9.6 7.0 PENDENT 7il6"4.2 t4i t4 t55 20 l.+2L7 il.1 RECESSED PENDENT 7n6"1.2 14 x l.l t55 t8 t3 18.,{9.6 PENDENT ilt6"1.2 16 x 16 t55 20 t1 2L7 il.1 RECESSED PENDENT 7il6"{.2 16x l6 t55 t8 t3 t8.4 9.6 RECESSEO PENDENT 7il6"4.2 18x l8 t55 t8 t4 t8.{il.1 PEND€M & RECE5SED 7il6"4.7 20x20 t(c l9 t6 20.s t4.5 CONCEALED PENDENT 7il6'1.7 12 x 12 t55 l3 tl ?.6 7.O CONCEALED PENDENT 7 6"1.7 14 x 14 t55 l7 t3 t6.+t.o CONCEALED PENDENT 7il6"+.2 16x l6 ts5 22 t6 27.4 t4.5 PSI GPM PSI GPM PSI GPM PSI GPM 2 4 5 280 396 4.85 5.60 626 26 29 14.28 14.55 14.@ r 5.08 15.34 52 53 55 20.8 20.19 20.38 20.58 N.n 7t 78 m 80 24.11 21.57 ?1.73 24-W 25.04I 7 I 9 10 6.86 7.41 792 8.40 8.85 3l 32 JJ 3rl 35 15.59 15.84 i6.08 16.33 't6.57 56 t, 58 59 60 20.95 21.14 21.. 21.51 2t.m 81 82 83 8,1 85 25.20 25.36 25.51 25.66 2s_81It 12 t3 14 t5 929 . 9.70 10.10 10.,|a 10.84 SI J{' 39 40 18.80 17.03 17_26 17.49 17.71 6t 62 63 64 65 21.87 2.2. 2.4 2'57 86 87 88 89 90 2s.97 26.12 26-27 26.42 26.56l6 1f t8 19 20 I1.20 11.54 fi.88 12fr 12.52 41 12 43 4 45 17.93 18.15 | 8.36 18.57 18.7S 67 oo 69 70 n.75 ?2C2 23.@ 23.X 23.,t:| 91 92 93 g{ 95 26.7'l 26.86 27.@ 2t -15 27.8 21 z2 23 24 12.83 13.13 13.43 13.72 r4,m il6 17 48 49 18.99 19.20 19.40 t9.60 19.80 71 72 73 74 75 23.59 23.76 23.52 24.09 24.2s 96 97 98 99 't 00 27.43 27.s8 27.72 27.6 28.m PSI GPM GPM PSI GPM PSI GPM 1 420 s.94 725 8.40 9.39 26 28 a 30 21.41 21.Q. u.2. n.a 52 iJ $ 55 29.99 30.29 30.s8 30.86 31.15 77 80 37.33 36.61 37.00 6 7 I t0 10.8 11.ll 't 1.88 12.60 13.n 31 33 34 JJ 23.38 23.76 24.13 24_49 24.85 56 57 58 60 31.€ 31.71 31.99 32.6 32.53 81 82 83 84 85 37.80 38.03 38.26 38.49 12 14 't5 r 3,93 r5.14 15.71 16.27 37 38 39 10 2s.20 25_55 25.8t) 26.23 26.s6 At 62 64 o5 32.&) 33.07 33.@ a7 88 89 90 38.95 39.17 39.,10 39.62 39.84 17 18 19 16.80 17.32 17.&. 18.3,1 | 8.78 41 42 43 44 26.89 27.4. 27-54 28.1? 66 67 69 70 u.12 34.38 34.63 34.89 91 92 93 94 95 40.07 40.4 40.50 10.7? 40.94 a. 1t t5 19.2s 19.70 20.'14 20.58 21.@ 46 17 48 49 50 28.49 28.79 29.r0 29.4 8.70 71 73 74 75 35.39 35.64 3s.88 36.13 97 98 99 1m 41.15 41_35 41.58 41.79 42.W ocToBER t997 Page 2 EULLFTIN R S IG.. RFV- ir4 I t I I I I I I t I I I ULVDtr Ntr tJtrN I IAL 51'KIN ER DATA MODEL JN IDENTIAL SPRINKLER DESIGN GUIDE BELOW CEILING 6" TO I r. I etYoDEL fN RESTDENTTAL SPRTNKLERDISCHARGE TABLES TTV -C'AILONS PER MINUTE K=4.2 t ocToBER t997 I STYLE ORIFICE K.FACTOR COVERAGE FTxFT TEMP f MINIMUM FLOW GPI-4 MINIMUM PRESSURE PSt SINGLE TWo SINGLE TWOH()RIZ SIDEWATI & RFCFEETN /DE','\7 6"1.2 l2 x l2 lsj, t75 t55, | 75 tl tl 9.6 7.0II{,JKIZ- YDT}YALL & RECFSSFT} /AFc,.\+7 6"1.2 t5 II t2.8 8.2ri(JKrz yUEWALL & R.ECFqSFFT /p Ecrr 7t t6"4.2 l.t x l4 I1 l7 il.1 8.2HL)RIZ SIDEWAU A RECESSED /RFSTI'7n6"1-Z l6 t1 t1 t,+.5 | 6.1 I t.l .l nv'\r._. Jrr.,,cvyALL al I(ECEssED (REs/l)7 6.1.2 16x 16 155, !75 l7HORZ SIDEWALL & RECFSSFN rNr<Zr,*7tt6".._...: 7 6" 7n 6". 1.7 l-la'lPr7 CrnE\^/^r I o n.t9 t8 20.5 18.1. _. _ _,-!, r^B q ^E\-c$cL, (KEyll {ORIZ slDFwr.t I o o cnr.-i^-IllT-1.7 16 x 18 rs5, | 75 7l t8 25.0 18.4 1.2 l6 x 20 r55, t75 27 2 t.5 t9 4t.3 27.4 26.2NV^I'.. JL'EYYALL 'T I(ECESSEO (REg,I 7 6"1.7 18x l8 t55, t75 | 27HoRz stDEwALt r nrcr<siJo.",7 6" 7 6" 4.2 20.5 HoRlz stDFwAr r r. o crrc".i 12x12 t)5 t9 I4 20.5 I t.l;=*-:i:': : ''-'-1.2 Ilxll t55 2l l6 25.0 1,t.5n\./,rvz- rrLrcyyALl Ir RECESSED IRFS\7n6"4.2 15 x 16 t55 24 t9 32.7 20.sIV]\IZ- JII.'EYYALL 'T RT(-TSSED IRES}lt2"qt 12x12 155 20 t5 t2.8 7.2r.'L,N4- JIUEYYALL & RECESSED (RES2)ffi I2" v2" 5.6 12x 12 r55 l8 l5 10.3 7.0_ ,. ._ -.\LvrJrrz | ^!:rlHORZ SIDEWALL 8. RECESEDrRF 5.6 l.t x l,t t55 2l t7 I 6.9 ,.1U2"5.6 l5 x 16 155 tJ) 21 70 18.,+tz8IVN'- J'UCVYALL '1 KTCESSED (RES?I il2"5.6 16 x 18 30 27 78.7 t5.,f.1V^IZ.- )ITJEVYALL & RECESSED (RES2)s.6 16x20 t55 35 76 39.1 2t.6IJEFLECTOR POSITION PSI GPM I Psl cPt\, I Psl GPM PSI GP'{ I I t I 1 2 3 1 5 4m 5.94 725 8.40 9.39 26 27 2A 29 30 21-11 21.&. 22 4..e. 23.00 52 53 54 55 ?9.99 30.29 30.58 30.86 31.15 77 to 80 36.61 36.85 37.09 37.:Il 37.5t6 I 9 10 lo_29 11.11 11.88 12.60 13.28 3t 32 33 34 23.3{l 23.76 21.13 21.49 21.A5 56 57 58 3l..+3 31.71 3t _99 32.26 32.53 81 83 e,l 85 37.80 38.03 38.26 38.49 38.721t 13 11 15 r3.93 1i|.55 15.l.t 15-71 16.?7 37 .tat 39 40 25.m 25.55 25.89 26.23 26.56 6t 62 64 65 32.80 33.07 33.33 33.@ 33.88 87 88 89 90 38.9s 39.17 39.40 39.@ 39.8416 1f 18 t9 20 16.80 lt.9. 17.@ r8.31 18.78 41 42 43 14 ,{5 26.89 27.2. 27.9 2t.6 28.17 66 I 34.12 67 | 31.38 68 | 34.63 6e | 34.8e 70 I 3s.r4 9l 92 9,1 95 40.07 40.8 40.50 40.n 40,9,121 D 23 24 25 19.25 19.70 20.11 20.58 21.00 46 | 28.4e 47 I 2e.7!t 48 I ?e.10 4e I 2e.,rc so I ze.7o 71 | 3s.3e 72 | 3s_64 73 | 3s.s8 74 | 36.13 7s | 36.37 96 98 99 1@ 41.15 41.36 41.58 41.79 42.@ K=5.6 PSt Gru PS]IGru PSI GPtr,I PSI GPMt 3 4 s.60 7.92 9.70 1t.20 l?.5? 26 27 2A N 30 28.55 29.'t 0 29.63 30.16 30.67 5t 52 53 54 39.9!l ,t0.39 40.n 41.15 41.53 78 78 79 80 48.V. 49.14 49.,15 49.77 50.096 8 9 10 13.r2 11.Q 15.&4 16.80 17 -71 32 34 31.18 31.68 32.17 32.65 33.13 56 57 58 59 60 41.91 42.A 42.6s 43.01 43.38 81 82 83 84 at5 50.40 50.71 51.U2 51.631l 12 13 11 t5 18.57 19..10 20.19 ?0.95 21.63 36 37 3{t 39 40 $.m 34.06 34.s2 34.97 3s.42 61 64 13.74 14.09 11.45 44.m 45.15 86 87 88 89 90 51.9S 52.n s2.53 52.83 53.13 16 17 18 19 m 72.@ 23.@ 23.76 21.11 25.O1 41 42 43 4 45 35.88 3629 37.15 68 69 70 45.49 45.U 46.18 46.52 46.85 91 92 93 94 95 s3.4? 53.71 54.m s.|.29 5,t.58 21 2. 23 25 25.58 2627 26.86 27-43 28.m 4S 47 .18 49 50 37.98 38.39 38.80 39.20 39.60 71 IJ T1 75 17.19 47.52 47.45 48.17 48.50 96 97 98 99 100 9.87 s5. t5 55_44 ss.z s6.00 BULLETIN R.S.I.G., REV, #4 Page 3 GLOBE LL WETTINGI b I t I I I I I I I I MODEL JN RES3 RESIDENTIAL PENDENTAND RECESSED PENDENT SPRINKLERS 3/8"Orifice-K=2.8 PENDENT AND RECESSED PENDENT STYLE t0 GpM - t2.7 pst (stNcLE SPR|NKLER) 8 GPM - 8.2 PSt fiwo SPRTNKLERS) l2'x 12' ROOM SIZE (HALF PATTERN) PENDENT AND RECESSED PENDENT SfiLE r0 GpM - t2.7 pst (stNGLE SPR|NKLER) 8.5 GPM - e.2 PSt 0wo SPRTNKLERSI 16'x 16' ROOM S|ZE (HALF PATTERN) PENDENT AND RECESSED PENDENT STYTE t0 GPM - t2.7 pst (S|NGLE SPR|NKLER) I GPM - 8.2 PSt fiWO SPRTNKLERS) 14'x 14' ROOM SIZE (HALF PATTERN) PENDENT AND RECESSED PENDENT STYLEil GpM - ts.4 pst (stNGLE SPR|NKLER) t0.5 GPM - t,t.0 PSt (Iwo SPRTNKLERS) 18'x 18' ROOM SIZE (HALF PATTERN)I t I I I II t FLOW LEGEND rrrtIOpOF SINGLE SPRINKLER FLOW -TOP OF TWO SPRINKLER FLOW ocToBER t997 PENDENT AND RECE5SED PENDENT STYLE r,f GPM - 2s.0 psl (stNcLE SPRINKLER) r3.s GPM - 23.2 PSt owo SPRTNKLERS) 20'x 20' ROOM SIZE (HALF PATTERN) Page 4 BULLETIN R.S.I.G.. REV. #4 Jt I I t I I I I I I T I I I t I I T I GLOBE MODEL JN RESIDENTIAL PENDENTAND RECESSED PENDENT SPRINKLERS T116"Orlfrce-K=4.2 PENDENT STYTE,: gLT - e.6 Pst (stNGLE SPR|NKLER) e GPM - 1.6 P$ (rwo SPRTNKLERS) t2' PENDENT STYLE i0. gll - 22.7 pst (stNGLE SPRTNKLER) r.,{.cpr,t _ r t.t rsr (rwo semlrlrnsj t4' RECESSED PENDENT STYLE D Gplt - 9.6 pst (stNGLE SPR|NKLER)I GPt,t - 1.6 P$ [rwo SPR|NKLERS, x 12' ROOI{ S|ZE (HALF PATTERN) RECESSED PENDENT STYLE t8 cpH.- t8.1 pst (slNGLE spRtNKLER) t3 GPM _ e.6 PSt rwo SPRINKLERS) x f 4' ROOM SIZE (HALF PATTERN) PENDENT STYLE i9 g:t - 22 7 Pst (slNGLE SPRTNKLER) r,{ GpM - rr.r rsr ir*o-srdNiiacl,i ,lTi,"--,rr;.1,sj ffi!r,rr'J,ft,li[r*:1l 16'x 16' ROOM SIZE FLOW LEGEND (HALF PATTERN) rrrrTOpOF SINGLE 5PRINKLER FIOW -TOp OF TWO SPRINKLER FLOW ocToBER t997 Pase 5 BULLETTN R.S.|.G., REV. #4 LL WETTING TERNS REC€SsED PENDENT STYLE GLOBE LL WETTINGI h I I T T T T T I I T I I I I I I I MODEL JN RESIDENTIAL PENDENTAND RECESSED PENDENT SPRINKLERS 7/l6"Orifice_K=4.2 RECESS€D PENDENT STYLE 18 GpM - t8.{ psr (stNGLE SPR|NKLER) 14 GpM - t.t p$ 6rwo searruxlensj l8'x 18' ROOM SIZE (HALF PATTERN) l1 gll - 20-s pst (stNGLE spRtNKLER) 16 GPM - t4.s P$ GWo SPR|NKLER$ r9 GPM - 20.s pst (stNGLE SPRINKLER) r6 GpM - t4.5 p$ ffwo spnrulensi 20'x 20' ROOM SIZE (HALF PATTERN) FLOW LEGEND r I r rTOp OF SINGLE SPRINKLER FLOW -TOP OF TWO SPRJNKLER FLOW oCTOBER 1997 PENDENT STYLE sroE s.us RECESSED PENDENT STYLE GLOBE LL WETTINGI T I fr ,.* i* its 0 I I t I I I I t I I I MODEL JN RESIDENTIAL CONCEALED PENDENT SPRINKLER 7/l5"Orifice-K=4.2 CONCEALED PENDENT STYLE F GPf.t - 9.6 pst (stNGLE SPR|NKLER) 9 GPM -.r.6 Pst Gwo SPRTNKLERS) l2'x l2'ROOM SIZE (HALF PATTERN) CONCEALED PENDENT STYLE r7 cpM - t6.4 pst (stNGLE SPR|NKLER) t3 GPM - e.6 P$ frwo SPRINKLERS) l4'x l4' ROOM SIZE (HALF PATTERN) I I I f rro*,r"r*o r r I lTOp OF I -;i;LE SPRTNKLER FLow TWO SPRINKLER FLOW I o.rorr*,r' CONCEALED PENDENT STYTE 22 GpM - 27.4 pst {stNGLE SPR|NKLER} 16 GPt{ - t4.s P$ (rwo SPRINKLERS) l6' x l6' ROOM SIZE (HALF PATTERN)I 90t 'rlts PageT BULLETIN R,S.I.G., REV. #4 GLOBE NLL WETTING PtrTERNSt I I I I I I I I T I I I I T I I t I AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS RES4 Tl16"Qrifice-K=4.2 /[ "*'*'* "^' :--.- 5' -f MODEL JN RESTDENTTAL HORTZONTAL STDEWALL r-a!' 12' f- 6 7/16' ORIFICE . BOTH STYLES 13 GPM - 9.6 PSI (stNGLE SPRTNKLER)il GPM - 7 P$ [rwo SPRTNKLERS) DEFLECTOR 6' BELOW CEILING 12'x 12'ROOt-4 7/t6" OR|F|CE - SOTH STYLES r5 GPM - r2-8 PSt (S|NGLE SPRINKLER) t2 GPM - 8.2 PSr (r\^/O SPRTNKLERS) DEFLECTOR 12" BELOW CEILING srzE 7/I6" ORIFICE . BOTH STYLES 14 GPM - il.t pst (stNGLE SPR|NKLER) l2 GPM - 8.2 Pst cfwo SPRTNKLERS) DEFLECTOR 6" BELOW CEILING 14'x |4' BACK waLt FaR waLL 7/I6" ORIFICE . BOTH STYLES l6 GPM - t4.5 PSt (S|NGLE SPRINKLER) t4 GPM - ||.t PSt CrWO SPRTNKLERS) DEFLECTOR 12' BELOW CEILING ROOM S|ZE I a'9'r-R SIOE WALL BACI( WALL 90E W^LL*-'gt-A ?' 0 4' 2 7/I6" ORIFICE . BOTH STYLES r7 GpM - t6.1 pst (stNGLE SPR|NKLER) 11 GPH - il.t Pst Fwo SPRTNKLERS) OEFLECTOR 6' BELOW CEILING ROOM 7/I6' ORIFICE . BOTH STYLES re GPM - 20.5 pst (S|NGLE SPRINKLER) l8 GPM - t8.4 PSt (TWO SPRTNKLERS) DEFLECTOR I2" BELOW CEILING slzEFLOW LEGEND r r r rTOp OF SINGLE SPRINKLER FLOW -TOP OF TWO SPRINKLER FLOW ocToBER t997 16'x 16' Page 8 BULLET]N R.S.I.G., REV. #4 I'TLUEE WIILL WE I I lNtt '?,I EITNS MODEL JN RESTDENTTAL HORTZONTAL STDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS RES4 7/l6"Orifice-K=4.2 7/t6'ORtFlcE - BoTt{ STYLES 2 | GPt-,t - 25.0 pst (slNGLE SPR|NKLER) 18 GPM - t8.4 P$ oWO SPRTNKLERS) l6'x 18' ROOM SIZE 7/16" ORIFICE . BOTH STYLES 27 GPH - 1 I.3. PSI (SINGLE SPRINKLER) 2l.s Gpl.,t - 26.2 pst (rwo SPRINKLERS) 16'x20' ROOM SIZE o lffispRrNKLER FLow I -+ff#RTNKLER FLow locroBER leeT 7/I5" ORIFICE - BOTH STYLES 22 GPr4 - 27.1 psl (S|NGLE SPRINKLER) re GPM - 20.5 P9 [rWO SPRTNKLERS) l8'x 18' ROOM SIZE 0 Page 9 BULLETIN R.S.I.G., REV. #4 I GLOBE VINLL WETTING I I I I I I AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS RES 7/16" Orifice - K = 4.2 & l/2" Orifice - K = 5.6 MODEL JN RESTDENTTAL HORTZONTAL STDEWALL I I I t I I I t I I I I 7/I6'ORIHCE - BOTH STYLES r9 GPM - 20.5 pst (stNGLE SPR|NKLER) l.t GPt'4 - I t.t pst Fwo SPR|NKLERS) 12'x 12' ROOM (HALF PATTERN) 7/t6" ORtFtcE - BoTH STYTES 2.{ GpM - 32.7 pst (slNGLE spRtNKLER) t9 GPt',t - 20.5 PSt owo SPR|NKLERSI l6'x 15' ROOM SIZE (HALF PATTERN) FLOW LECEND r. r rTOp OF SINGLE SPRINKLER FLOW -TOP OF, TWO SPRINKLER FLOW OCTOBER 1997 page l0 IN" ORIFICE . BOTH STYLES 20 GpH - t2.8 pst (stNGtE SPR|NKLER) t5 GPM - 7.2 P$ frwo SPRTNKLERS) SIZE 7/16" ORIFICE - BOTH STYLES 12" ORIFICE. BOTH STYLE52t GpM - 25 psl (stNGLE SPR|NKLER) 23 cpM _ t6.9 pst (S|NGLE SPR|NKLER)t6 GpM - t4.s p$ rrwo SPR|NKLERS) 17 cpM - e.2 pst owo SPRINKLERS) l4'x 14' ROOM SIZE (HALF PATTERN) IN' ORIFICE . BOTH STYLES 24 GpM - t8.4 pst (StNGrE SPRINKLER) 20 GPM - t2.8 PSI frwo SPRTNKLERS) BULLETIN RS.I.G.I REV. #4 GLOBE LL WETTINGI I I I t I I I I I MODEL JN RESTDENTTAL HORTZONTAL STDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS RES2 l/2"Orifice-K=5.6 IN" ORIFICE . BOTH STYLES l8 GPM - t0.3 pst (stNGLE SPR|NKLER) 13 GPH - 5.4 PSt [rwo SPRTNKIERS) l2' x l2' ROOM SIZE (HALF PATTERN) gACf t tl lrP r t! I I I I I I lffi SINGLE SPRINKLER FLOW I -lfilJ$RTNKLER FLow I ocroeen trrz II2" ORIFICE. BOTH STYLES 30 GPM - 28.7 pst (SINGLE SPR|NKLER) 22 GPM - t5.,+ PSt (TWO SPRTNKLERS) l6'x l8' ROOM SIZE (HALF PATTERN) r/2" oRtFtcE - BOTH SWLES 35 GPM - 39.1 pst (stNGLE SPR|NKLER) 26 GPM - 2t.6 PSt (IWO SPRTNKLERS) 16'xZA'ROOM SIZE (HALF PATTERN) C Page ll BULLMN R.S.I.G., REV. #4 GLOBE DIIGRAMSl I I I I I I t I I I I I t I I I I THE FOLLOWING INSTALLATION GUIDELINES HAVE BEEN DEVELOPED USING IN.HOUSE DATA FOR THE CONVENIENCE OF CUSTOMERS CONFRONTED WITH INSTALLATIONS OTHER THAN SMOOTH. FLAT CEILINGS. MODEL JN RESIDENTIAL PENDENT SPRINKLERS ON A HORIZONTAL CEILING, DISTANCE TO PITCHED CEILING HIN. ALLOWABLE A FEET . INCHES ANGLE B DEGREES &,f 5 04 l0 G't5 l-l 20 t-6 2S t. t0 30 2-3 35 2€,o 34 ,t5 NOTE: E DlMENsloN NOT To EXCEED oNE HALF THE LISTED sPAclNG. MODEL JN RESIDENTIAL PENDENT SPRINKLERS ON A PITCHED CEILING, DISTANCE TO HORIZONTAL CEILING HIN. ALLOWABLE A FEET - INCHES ANGLE B L,,E(J KEE) G8 ( l{ t-{tl ta 25 2-S 30 2€ 3.3 .10 3{15 NoTE: E DIHENSION NOT To EXCEED ONE HALF THE LISTED SPACING. ocToBER t997 Page 12 SULLETIN R.S.I.G,, REV. #4 GLOBE l}|S MODEL JN RESIDENTIAL PENDENT SPRINKLERS MAXIMUI-,I VERTICAL DISTANCE ON INTERSECTING HORIZONTAL AND PITCHED CEILINGS e }4IN. ALLOWABLE A FEET . INCHES MIN. ALLOWABLE B FEET . INCHES ANGLE C OEGREES 0-6 8-0 5 t-0 8-0 t0 l-6 8-0 t5 2-0 8-8 20 z-6 3-0 9-3 l0-0 l0 3-6 t0-6 35 1-0 I t-0 40 1-6 I t-0 45 MODEL JN RESIDENTIAL PENDENT SPRINKLERS ON PITCHED CEILINGS OF MULTIPLE ANGLES NOTES: A DtMENStoN tS HINIMUM 6 |NCHES. E DIMENSION NOT TO EXCEED Or,ri HEr-r THE LISTED SPACINC I ocToB€R t9e7 Pa.ge 13 BULLETIN R.S.I.G., REV. #4 GLOBE STALLATION DRGRAMT I ItI t I I I I I I I t I I I I I I I MODEL JN RESIDENTIAL PENDENT SPRINKLERS ON OPPOSING PITCHED CEILINGS MIN. ALLOWABLE A FEET. INCHES ANGLE B DECREES &0 5 *6 l0 G.0 t5 t-0 ?0 t-0 25 2-0 30 ?-6 35 2-6 .t0 B-0 ,15 NOTE E DIMENSION NOT TO EXCEED ONE HALF THE LISTED SPACING. MODEL JN RESIDENTIAL PENDENT SINGLE SPRINKLER INSTALLATION ON OPPOSING PITCHED CEILINGS NOTES: E DIMENS|ON NOTTO EXCEED ONE HALF THE LTSTED SPAC|NG.* ANGLE B OR C, WHICHEVER IS GREATER. a\.r-tl\6 rh | ^^.t ANGLE* OEGREES SPACING tt't4't6't8'20' t0"t-0 t-0 t-0 t-0 t-0 20"t-0 t-0 t-0 l-6 2-0 30"l-0 l-0 t-5 2-0 3-0 40'l-0 I-l'7-6.3-0 {-0 50"2-0 7-6 4-0 ,,f-6 5-0 60'3-0 4-0 )-u 5-6 6-0 A DIMENSION F€€T . INCHES GLOBE TISTALLA-ION MODEL JN RESIDENTIAL PENDENT SPRINKLERS ON OPPOSING PITCHED CEILINGSWITH MINIMUM REQUIRED OBSTRUCTION FOR WATER SH IELDING o o MINIMUM ALLOWABLE B FEET . INCHE5 ANGLEC= I5 DEGREES ANGLEC=ISDEGREE5 NOTE: E D|MENS|ON NoT TO EXCEED ONE HALF THE LTSTED SPAC|NG. MODEL JN RESIDENTIAL PENDENT SPRINKLERS DISTANCE FROM OBSTRUCTIONS f*< ffiI Ua* L-r--l--r ! o __J -.,._ o - (min.) (rnin.) { MIN. ALLOWABLE A FEET . INCHES B DIMENSION FEET - INCHES 2-1 o-1 3-1 0-6 ,t-0 0^8 11 0- t0 5-0 t-0 5-8 t-2 6-1 l-1 a ocToBER t997 Pase 15 trl ll I cTll\t D c | /- .'rt, -!/ L T I GLOBE STALLATION DI RAMS MODEL JN RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS DISTANCE FROM OBSTRUCTIONS HIN. ALLOWABLE A FEET . INCHES B DIMENSION FEET. INCHES 71 0-{ 8-,f 0-6 9-5 0-8 G6 0- t0 t-3 t-0 t-8 t.2 21 t-1 I I I I I I t I I I I I I I I I MODEL JN RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS USED ON A PITCHED CEILING WITH DEFLECTOR PARALLELTO CEILING 14'-16'-J NOTE: ANGLE A NOT TO EXCEED 30". I ocroarn r99z Page 16 BULLET]N R.S.I.G., REV. #4 I clOgr INSTALurIoN DATA NEARIIEnT soURcES I I t I I I I I I t I I I I t I t I ocroBER reeT MODEL JN RESIDENTIAL SPRINKLERS PROXIMITY OF SPRINKLERS TO HEAT SOURCES HEAT SOURCE DIMENSION Lateral distance from the sides of an open heanh fireplace 3'-0" Lateral distance from the sides of a recessed hearth fi replace 3'-0' Lateral distance from the front of a recessed hearth fi replace 7',-0" Lateral distance from the surfrce of a coal or wood burning stove 3'-6" Lateral distance from the surface of a kitchen range t'-6" Lateral distance from a wall oven l'-6" Lateral distance from the surface of hot air flues l'-6" Lateral disance from uninsulated heating ducts l'-6" Lateral distance from uninsulated water pipes l'-0" Lateral distance from the edges ofa ceiling mounted hot air diffuser 2'-0" Lateral distance from the sides of a wall mounted hot air diffuser 2'-0" Lateral distance from the front of a wall mounted hot air diffuser 3'-0" Lateral distance from the surhce of a water heater or furnace 0'-6" Lateral distance from a 250 watE or less, light fixture 0'-6" o o I Page 17 SULLMN RS.I.G., REV. #4 . Hff:'FL Es MODEL JN RESIDENTTAL SPRTNKLERS PROXIMITY OF SPRINKLERSTO HEAT SOURCES .--=---' I I t I I t I I I t I I I I I I POSTTIONING CRTTERIA FOR SPRINKLERS TO 8E LOCATED NEAR A RANGE OR WALL OVEN .3 Fr. (ftP.) .I. (ryP.) POSTNONNG CR'TER|A FOR SPRINKLERS TO BE LOCATED NEAR AN OPEN HEARTH FIREPIACE ]n.5 -f P.) POSTIONING CRfTER|A FOR SPRINKLERS TO BE LOCATED NEqR A COAL OR WOOD BURNING STOVE FROI]T EDCES OT FIREPLAC€ 6 IN. (ALL AROUND} 6 rN. (rrp.) 2 Fr.5 N (rlF) POSTNONING CRTTER|A FOR SPRINKLERS TO BE IOCATED NEAR A RECESSED H€ARTH FIREPTACE POS]TIONING CRITERIA FOR SPRINKLERS TO 8E LOCAT€D NEAR A RJRNACE OR WATER HEATER NoTE: SPRINKLERS MUST BE LoCATED OUTSIDE OF SHADED AREAS. n,5 N. (rYP.) oCTOBER t997 Page 18 BULLETIN R.S.I.G., REV. #4 Jrtrvtrtvf.ilurvD A,vu /NS rA[ArON /NS IRUC fl ONS b$ttsrbffi$il 8B-SC SER/ES FIRE SPR''V'(IER SIOI4/ CTOSE INDICAIING BUTTERFLY YATYES SYSTEM 1 t ,@* TISTED @ APPROVED MILV\IAUKEE VALVE sc10-3/00 I I SPECIFICATIONS FOR SLOW CLOSE {- D. D. I I I I I I I t I I I I t ALL PATENTED SLOW CLOSE BUTTERBALL VALVES,.. . provide slow opening and closing properties in a quarter- turn valve. The purpose is to eliminate hydraulic shock and waler hammer in fire pmtection and other liquid syslems- . are available with or without an intemal, pre-wired supervisory tamper swilch assembly. When mounted on any slow-close valve and wired, the switches signal movement of the valve disc from the full open position. . are available factory mounted lo a valve or as a kit for field installation on previously installed.valves. . have switch ratings of: 10AmpsJl1S VAC-60 Hz 0.5 Amps/28 VDC . are equipped with tamper switch assemblies FOR INDOOR USEONLY. . have UUFM ratings to 175 psi. (Atso available at 35O psi and 500 psi with N.Y.C.8.S.A. approval.) ,@* LISTED For use with fire prolection sprinkler systems 175psi. Approved by the New York City Board of Stds. & Appeals under Calendar No. 996€1 -SM, for 175 psi and Calendar number 720{3-SA for 350 psi and S00 psi. (500 psi rated valves not shown.) BUTTERBALL SLOW CLOSE TNSTALLATTON (BB€C) The BBSC can be installed in any orientation in a piping system using standard National Pipe Threads. Wrench should be used to hex on the end of valve being threaded to pipe. Pipe sealants should be used sparingly. The valves with internal switches can be easily wired in the field. They will have two switches, s$,itch'1 will have dual leads on the terminals. This switch is to be connected to the supervisory circuit ofa Listed alarm control panel. Switch-2 will have single leads and may be connecled to auxilaary equipment per direction of lhe local authority having jurisdiction. Cap any unused wire leads with wire nuts and tuck into junction box. All connections shall be reviewed and approved by the localauthority having jurisdiction. A 14 gage green wire has been faslened to the interior ofthe housing and is to be used as a housing ground, Recommended type of wire to be used is No.16 Dual Rated UL300V80 C and 300V 105 C. lnstiallation must be in compliance with NFPA 72 and 13, or bonded and grounded per Canadian Electrical Code Part 1. The BB-SC, BBHSC (threaded-end) and BBVSC, BVHSC (grooved-end) valves are intended for use with schedule 40 and/or 80 pipe, sizes 1", 1-1lt', 1- 112",2" and2-112" perANSl 836.10. INSTALLATION FOR NEWYORK CIWVALVES N.Y.C. special yalves have a large flow indicator which poinls in the direclion of the valve disc, indicating open or closed. The Valve should be installed in a position where the indicalor is readilyvisible. .FM APPROVED MODEL DESCRlPTION slzEs I I I I BB-SC100 BB-SCSo2 Valve Less Switch Valve With Switch 175 psi - Threaded Ends NYc BSA Approved 1' , 1-1t4", 1-1tz',, 2",2-1t2" BBVSClOO BBVSCS02 Valve Less Switch Vahe With Switch 175 psi - Grooved Ends NYc BSA Approved 2",2-1t2" BBHSClOO BBHSCSO2 Valve Less Switch Valve With Switch 350 psi -Threaded Ends NYc BsA Approved 1" 1-1t4", 1-1t2" , 2",2-1t2" BVHSClOO BVHSCSO2 Valve Less Switctr Valve With Switch 350 psi - Grooved Ends NYC BSA Approved 2",?-1t2" I I eq s,iMh1nn .d. butlcstia ll,B UTTE o RF LY VALVES VALVES LESS SUPERVISORY TAMPER SWITCH ASSEMBLY BB-SCI00 (Threaded Ends) Sizes 1", 1-1 //4", 1 -112", 2",2-1 /,2" BBVSCl00 3 piece with Grooved Ends Size 2" BBVSC100 Uni-body with Grooved Ends Size 2-112" T i I t I I I I I I I I I I I I I I I VALVES WITH SUPERVISORY TAMPER SWITCH ASSEMBLY NYC INOICATOR {Available on both switched and non-switched models.) BBVSClOO 3 piece with Grooved Ends Size 2" II{{I ARE OIMENSIONS USING SCHEOULE 40 PIPE .'40 ARE OIMENSIONS USTNG SCHEDULE 80 PIPE N-{l lS FLOW RESISTANCE EXPRESSEDIN EQUIVALENT LENGTH OF SCHEDULE ,10 PIPE W IS THE WRENCH MAKE.UP LENGTH UL8g-SCO40300.cdr "E- i --.i"F-L MATERIAL LIST NO PART MATERIAL SPECIFICATION 1 Indicator Sintered lron F0008P z Housing Bronze ASTM 584 2 Body Bronze ASTM 584 4 Handle Brass 5 Disc Stainless Steel Type 304 o Disc Seal EPDM EIaSTomer Switch Housino Die Cast Aluminum WIRING DIAGRAM (SWITCH POSITION VALVE FULL OPEN) SWITCH 1: DUAL LEADS LISTED FIREALARM CONTROL PANEL SUPERVISORY CIRCUIT TO NEXT INDICATOR OR END OF LINE RESISTOR I I .i T I I I t I I I I T I I I I I I I SWITCH 2: SINGLE LEADS Green Lead provided is ground for switch housing Switch Rating: 10AMP/ 115 VAC .5AMP/28 VDC Cap unused leads with wire nuts and tuck inside junction box (not provided) NorE: valves incorporating supewisory lamper switches are for indoor use onlv. Mihraukee Valve Companv 2375 South Bunelt Streir - Milwaukee, Wisconsin 53207-1 592 Telephone 4141/44-5240 FAX 414fi44-5840 ULBB_SC0aO300.dr t. I uu usreo JUCTION BOX #a EFr @E R.-, i; 11@6F6ArO lanig zr:: MILI'VAUKEE VALVE I I I I I I I I I I I I I I I I I I l The AGF Monufocfuring Inc. Model i000 TESTITDRAIN Provides Both The Test Function And The Express Droin Function For A Wet Fire Sprinkler System. The Model 1000 complies with Ail Requirements of NFPA-13. NFPA-13R. And NFPA-.l3D. The Model 1000 TESTx.TDRAIN ls A Single Hondle Boll Volve Thot ts Light Weight AndCompoct, lncludes A Tomper Resistont Test Orifice, Integrol Tomper"Resistoit Sigfrt Glosses, And ls 300 pst Roted. Avoiloble In A Full Ronge Of Sizes From 3/4" To 2" NPT & BSPT. With All Specifiobte Orifice Sizes 3/8".7/I6",1/2',17/J2^, S/8" (ELO), &g/4" (ESFR). The orifice size ls Noted on The Indicotor plate And The Volve ls Topped For A Pressure Gouge. Locking Kit Avoiioble Which Provides Superior Vcndol Resistonce And prevents Unintentionol Alorm Activotion. .r\l\ our New Aufor^- ^g\t- visit us -{o ^OS" on lhe lnlernet 0z6, 10/00 ?o,r,@ nilJl. 1712 2 6.)oN-Y MoDEt roooTffiD 3l+ tn | 1l4' f r*o*, u,*lHoRrzoNTAr rNsrAuAnoN PLAN VIEU/FROM VIEWVERTICAL I NSTAUAIION I mom ener'rcx - -:, rooun { RIGHT HAND/STRAIGHT INSIALLATION APPROVAIS: UL ond ULC Listed FM Approved except 3/4" NYC-BSA NO.72O-87_SM CA. Stoie Fire Morshqll TO DRAIN on I l/4" to 2" size unih onty. '.3/4" UL Listed onty. u[ usnNc EXdo I I ;l oRtFlcE stzE AVAILABIE - 3/a, Til6, t/2, ttt32, Ero(s/8).. EsFR(3/4). DIMENSIONS . INCHES il f, J MATERIAL LIST PART: HAND[T SIEM SALT BODY VATVE SEAI INDICATOR PIAIE HANDLE IOCK MATERIAL: STEEL ROD BRASS C.P SRONZE BRONZE IMPREGNAIED TEFION mEt SPRING SIEEL ffi --- MADE IN U-S.A.. JOB NAME: ARCHITECT: ENGINEER: slzE A B D E F G Ht tlot, "5lrro" l28ulffl I r/c' 37.58mm 23td'3 slE' 93.23rrn 3 3/E" 85.0&ffn I 13/16" .C5-3Omm 4ehl' I | 7-lznrn 6 3/a" | 62.,l2rimll"5 t/rc' l28m.n I t/a" 3758tnm 2 3ht' 55.65.nm 3 s/8" 93.23mm 3 3/8" 65.Elmm I l3/rC' {.1i.3&nm 4 e/te"6 3/8" 162-a?rrnI ,ro"5 7/rC' 137.Ilnr.I llrle" ,tato.n n 2eh{ 65-36.rrn 4 tta" l{}8.36mm 3 5/ro" 82-t&n n I ls/rc" 50.t9mm 5 erre" l al.39rnm 5 tra" l9?-28rnnl ]'tl'64tC' t63.36rnm 113/16" 45.s{hrrn 3rd' 8l.50mm 5l/ro"l2tmm 3\s" 99.l8,irn 2std' 65.97rrn 8 l/r" ?0{.6}nm I 0 '/E ' 273.6&nmlz6rrtt | 63-36m.n ll3/ro*,lli.s&nrr 3 t/1" tl-scnrn 5l/ro'l27rrn 3 7/8" 99.l8mm 2st{' 66-gtmm 8llr" m6-63.nr I 0 7lB" 273.domm AGF MANUFACTURING, INC, lm qroker Lone Molvsm. PA 19355 USA Iebphon€: (6l0t 240-49q, Fox: (610) 2dG.a9O6 www.tssljandEin.com CONIRACTOR: I H,:**ULC/Canadian Modefs I I I I I WFD2O WFD2OAWFD25 WFD2sA WFD3O WFD3OA WFD3O.2 WFD3O2A WFD35 WFD35AWFD4O WFD4OA WFDSO WFDSOA WFD6O WFD6OAWFDSO WFD8OA Replacement Parts A3008-00 A77-O1-O2 54G7000 WFDW WFDM I I "r**. overview Retard fulechanism Terminal Block Cover Tamper Switch Kit Cover Wrench Replacement gasket kit I New WFD3O-z models insta in 2,, ! hole sizes - UL models are NEMA 4 rated I Sealed retard mechanism assu.es thatt the fetard is not Gontaminated by dust _ and dirt when the cover is removedI I y","i! switch activation permfls Insra er to accurately set retard under _ noisy conditions lRugged, duat SPDT switches are enclosed in a durable terminal block lAccommodates uo to 12 AWG wirp r10O% synchronization activates both alarm panel and local bell *imultaneouslyI system sensor's wFD series is compatibte with schedure 10 through 40 steer pipe,sizes 2" through 8',, and can be mounted in a vertical or horizontal position. Robust Constructlon. The !flFD series consisrs of a rugged, NEMA 4 rared enclosure. Desig.ed for borh indoor and outdoor ur.]ih.-vrD series operatesacross a wide rernperature range, from j2"F to 120.F. Reliable Performance. UL listed rnodels are equipped wirh tamper resistanr cover scrervs ro p.revenr urraurhorized entry. {nside, rwo sers of SpOt (Form C)synchronized switches are enciosed in a durable terminurl block ro assurereliable performance. False Alarm lmmunlty, The .ifFD series incorporares a mechanical retard fea-ture, which mr'nimizes the risk of false alarm due to pressu_re surges or airtrapped, in the sprinkler system. In addirion, rhe meclanical ret"r"d,s unique sealed design is immune to dust and other conraminanrs. simplifled operaiion. The wFD series is designed ro simplify instalration. Twoconduit.openings permit easy aftachment to the local oL.r,i ,yrr.n,. The rerardmeclranism and dual SpDT switches are field_r.eplaceable. MEAR@@ I approved ,Speclfications van*type waterflow detectors shall be installed on system piping as designated on the drawing andlor as specified herern. -Detectors shall mount on any clear pipe span of the appropriate nominaliize, either a vertical upflow or horizontal run, at teast 6,, T::l::f tj :::"Y,?:tl,Ttl".*nge water direction, flow rate, or pipe diameter or no ctoser than 24" from a vatve or drain. Detecrors -5rtdrr trovE o JErrrrL'vrtJ' rtr r'rre range of 4 to 10 gallons per minute and a static pressure rating of 450 psi for 2" - B', pipes. Thedetector shall respond to waterflow in the specified direction.after a preset time delay which is fietd adjustable. The deray mecna- *'x:l:;#rru;#t#:,xl'#"*.*l;qil{dimi**iliif :x[**r*r;t**fi t::.fl $S,:llf*" -",1"-1_::'ll:l|'O^"j^on thedetectors- A grounding provision is provided. untess noted, enctosures sha be NFMA 4 tistect oyljnderwnters Laboratories Inc. All detectors shall be listed by underwriters Laboratori€s Inc. for indoor or outdoor use. atandard Specifications l#tatic Pressure Ratiog Conduit Entrances Two openings for 1/2" conduit. One open, one knock-out type Service Use AutomatiC Sprinkler: NFPA-13 One or Two Family Dwelling: NFPA 13D Residentjal Occupancies up to 4 Stories: NFPA 13R Nstional Fire Alarm Code: NFPA-22 Operating Temperature Range 32"F to 12O.F {o.C to 49"C) Enclosure Rating* NEMA 4 - suitable for indoor,/outdoor use Cover Tanlper Switch Standard with ULC models Optional for UL modets, part no. 546.7OOO Warranty 3 Years U,S. Patent Nunlbers 3,845,259 4.742,333 5,213,205 1O.O A, 7/2 HP @ 125l25O VAC 5 A @ 6/ 72/24 VDC Shipping Weight WFD2O: 4.2 tbs. wFD25: 4.3 lbs. WFD3O: 4-5 tbs. wFD3G2: 4-5 tbs. WFD35: 4.7 tbs. WFD4oi 5-2 tbs. WFDsO: 6.3 tbs. WFD6O: 6.9 tbs. WFDSO: 7.5 tbs. I I J: wFms l4.6- l wFDso ltt-wFmol5.rlwFD6ols-o- 5?'lwFDso l lo.o" 5. derlng lnformallon JL Modet NL,mbers i UtCr,Canad,an Moc,et Numb€rs Prpe Srre Hole Size IVa'WFD2OA )2s WFD25A Itlq' ,'JFD30.2 * W FD3OA wFo30.2A 2' !u:WFD35A 31/z^ WFD4OA 2' vrD5Q V'FDsOA ?-;W FD6OA 6" WFDSOA Sensor Sales and Service iy6tem Sensor lleadquarte.s [#*iit?- r:630/37?€495 ffi,1ffj':i:."""' Ststem sersor ln Canada Ph:905.812.076? Fx: 9O5.812.0771 SFtern Sensor In Euronc Ph: + 44.1403.A76500 Fx: + 44.1403.276501 SFlem Sonsof In Chha Ph: + 86.29.524-6253 Fx: + 85.29.524.6259 Sy5tem Sen€or h Slogapore Ph; + 65.273.2230 Fx: + 65.273.2610 S!€tem Sensor ir| tlle Far East Ph: + 852.21919003 Fx: + 852-27366580 Syslen! Set|sor l.r fu|stralia Ph: + 613.54,281.142 Fx:+ 613.54.281.172 System Serlsor lr Indla Ph: + 91.11.559.2119 Fx: + 91.11.567.6e1S 4999 q$em sersor. The company reserves the right to change product sp€cilicalions wRhout nolice. I .rgcering Threshold Bandwidth (F,on Rate) fl:U.t"."."- Compatible Pipe: teer waler ptpe, schedule 10 through 40 A 77,01-02 Tamper proof svJitch kit Iamer proot wrench for cove. UL listed only. A0518G06.6/0O( 5l{) r*545 I I I I I I I I t I I I I I l!,0]:"i:,r:;o:I^!_?::1,tossinlittinssandvarls*vrassadin #kgilTfi'dffiiJfl 1fffiT"?T"ffiJ*dcdrni-ugs ,ff#ffi,ffi ffi?ri"ffi.:,#ffifi sln*,.r" 1lcnlcat Data: TabtesI Th e Co o o e r fit b eEani b o o & I I f e://C;\VINDOWS\DESKTOAcopper submiuals\eopper fi ttings.htm 6tvsr t I lm : Nominrl or drldrrd' siza, I!. Fitting$Valvu Slardud Etl 90o Tec m Brll Galc Bdly CLcsk 9.00 4So . Sidc brrlch Strrigbt 'nrn th .)t.5 1,5,1,I .5 2 25ls1.5 .5 2 2.5. v1 2 .5 3 .'I 2.5 I 4.5 .5 4.5t rl..3 I 5.5 -5 .5 .5 5.5l rl,4 1.5 7 .5 .5 .5 6.525:5 'z 9 .5 .5 .5 .)7.5 9zv.7 z.s l2 .5 .5 I 10 n.s393.5 15 I I t.5 15.5 14,53vt93.5 l4 t I z 72.5-4'12.5 5 2l I I z I6 18.5sl6.6 27 I.5 1.5 t I t.5 23_55l97t4223-5 13,5 26.5829u5033512_5 39 I l'""0 wRor corrorrEssu*E FrrtNGs 1O3 Wrot Female Adaprer CoDper to Fgmale N.P, T. |llDlld Elo hlrEbn tadrd ltr h t(ltlt lPr 'id ur. I I I t t t I I I I I ,.4\rl lrt liluls *!r!t. 0ho.arhr P.rl ttrflr. A Itr, A r! iBtroE|'ht garl 50 500 .08 ,lit 5g 1000 .o5 .t s0 1000 .03 k50 50o .08 txr oo rooo .o5 ,$.50 1000 .02 1%z 25 2S0 .12 '450 s00 .ot x50 t000 ,03 Y,t2s 2so .rt rllt Ytth rra h r'{I lHt I Ytt rlh rx r l,i 50 'l 000 50 t 000 50 500 50 500 2s 250 25 t50 ro 100 t0 t00 550 tlo 50 s00 .oS l(t50 500 .06 xo25 250 .13 'At5 25O .o9 *2s 250 ,.23t t%,30 s00 .t | | ,xt |0 l0o -tso tyrt25 250 ,t7l .r r2E 250 ,230 t!/tr l0 t00 ,lla %lo too :at "Y",d 50 .69t rllc |0 too .33t ll5 50. .7S0 lXr .o2a .09 .06 .0t ,ta .22 .2) .12 .65 l.r0 lrlX,... tz]4.... lrX.... l1A ,1X. . l%x1... r.kr2..,, rr4xrA. 2 r1Tz... ... I 1O3-R Wrot Reducing Female Adapter r- A --1 ill"'"@$ ffif 'A xX lx%' NOTE TO SPECIFYING ENGINEERS AND ARCHITECTS It is suggested that the lollowir€ phrasing be incorporatsd in your specitica_ tions or list of materials: lSoHer-Joint fittings shan be in accordance with applicable standards as pubrished by Americin Nationsl standards lnslitut€(ANSI) sUCh as illrrstraled and described in Et(hart prodjets Corporation,Plumbing Products Divisinn, Catatog W12gS." @ | *,*f:&od'crsoo,SorraorationI I w'or coPn pREssuRE Frrrf,H; 103-2 Wrot Femate Street Adapterh I p I) Fittiog to Femate "": nc|'nrtsn0 lilid6 tq Srna ADd,or.filw ?r.l l{iltt !t'. I 000 .02/r % l ooo .otg ,912 | 000 .o5l tl4t s00 .016 tN 250 .138 ltl1, 750 .1r' I I,& r 00 ,crt 7?/h t00 .500 2rl, so .650 2tr6l I 1O3-2R Wrot ReducinsFitt.ne Fernafe Stfeet to Feaale Adaptef N.P.I rtmFlrtstl l: FEttlr 8|r liltt tftEfry ?|ct irrll. 0b.tir tr l 1O4 Wrot Mate Adapter ill@ lmH 8Qr F IEn I t I P I,p I b I I I %tll... So l0oo tl1, $r ttllw tJ!t.hidry trDt lA Ut Dt.I 'lhtr& ,l t* 'fri )1, rh rtft I'rs I rr(r I rtb I zt(t | 000 ro00 500 500 250 200 r00 t00 50 ,10 t0 l6 -0t t .on .0{t .066 .l l6 .r rl .3al .129 .794 127 ?-?7 3.34 1O4-R Wrot Reducins Male Adapter Copp€r to Male N.E T rRg.l6[t h l.el.t F- A --*ttl f=+f---1l-e'o"Frl[|ffi -l- -{-l-+.*SlW i '. !m --""""""1 \tqretE G:::- h il$rrour*nt Paat Itt 9r.N Ulr. Um.t 11 *X... so t'go ,o4s ,lX'X......... so tooo .og3 %,Exk.., so soo .ors X 16 t X. . . sO r 0OO ,049 et;. 14 xll ... so tooo .1ta th %t l{. , . 25 z5o .t. r,!hYxh,.. 50 soo .ot ,%t 1(xl4. .. s0 lo00 .0,r yt X r L ... 20 tgg ,21 lt1&llrX..- 2s tio .1. rt.', Yz,h. .. 50 goo .06 y l1z )L . . - 50 soo .07 ,Altrlr... 25 2i0 .ls tNlixk, .. 2$ soo .oo itAtt4xl..., 20 z0O .25 l't/t % xh. . - ,i l5O .tt .tfu I r 1X..... . , . . , . . . . . . . to fq6 .Sa rt1r I xlE,., t0 ,gO ,gt l.tip r r %..., .. . . 15 2so .2o rlrr t xA.. . , 25 ?5O ,te .yr. ll(rtl/z. to t00 ,tz l,.rh ]X x t. .. r0 too .gO lrAl}frll-. r0 loo .1a t'l!*x?...... 5 50 .7a I rt6.rllt.1k- t0 IOO .rg rnltlllr't.... t0 tOO. .56 tr%rlrrk... S S0 .14 tX,ir%... g 50 ,r7 IX, 2)1r,2. . 5 50 .09 tgL?kt ltA. S i0 .0t lr;o , I Et&fian Fnoduets forprraticn-!r I A st,bstdtatv of Amc€sf Inctustrlal corooreiion I I'n"u w'or rorrtr"EssuRE FrrrNGs 1O4-Z Wrot Male Streer Adapter Fitiing lo Male N,PI notrlnl Si! b I!iIE fur 0qtlt Lohrl llrl lt lnct r nr*al8tr! lrc$l lt5rr. Dk*nrt!. t tul I.I|. l*trr. !|n.o.|ntit P*r ftilt. I no|nH tt! h lrsllt I I I I I I I I T I I I I I I tu Ilrln ArxEr.Ertt Ni;i $- Id !ftftr0u lr ?!rl .021 t .0ll I Xr .o.tt r fil.o?t lrrs ,t3 7rh, .23 ,tb ,f I tt1 .50 2t9L .Ta z./rt 1O4-2R Wrot Reducins Fi?rinsro Male Strget Maro N.Pr Adapter Irld!b | |lalG td sau rtFrlo|||rtt t!.1 ld lvt. th.I 106-2 Wrot 45o Street Elbow Fitlir)e lo Copper h[ nrl$Q{n[, ]trl '4.X... so rooo l{ rk. . . t5 tSO .05 -t0 r'ft ItHz 1016-2-2 Wrot 45o Street Efbow Fitting to Fitting dI")' \;! l!F!& rrct tyt, llr. tl'r!II 1l "rt '4, 'riltr 2'.Fo Y'r "At2I* tLl: 'l! lxo llr ltlt' 11{n l|1t t'tln lN,h 2l1t1fu 2Hr I tlrh ItG 3 l'/t? sk {.} .oot .th .ol | .rh -o2o .rh .033 z1h .06" tlt .0E rxr :t5 lrri 1O6 wrot 45o Elbow Copper to Copper 0lD.I h OD . 50 I ooo .o0g ,/t1/4...... 50 tooo .oos X llr OD. . . 50 t0o0 .OOl '%. i4. . . . ., 50 to00 .0rt t L %... ... so tooo .02 y. ,6. . . .. . , -.... r00 tooo .0s tyu ,1. . . ... zs ?so ,06 ln Y, . . . . .. l. . . . . . . , - - . . 50 500 .04 X1..,,.,. 25 ISO .rS th 1%... ,. . 25 200 .23 :#, lW.. .. ., 20 t5o .sa tt4a 2....... to 30 ,67 '.h7k:.-. 5 /tO .97 tA s....... g ia |.a4 .r4x 3),t..... I 16 r.t. l*,a-..,.., | 0 3.f0 t r!,1 @ | ^",'J:*ffi ^k*ffr.f::i::""''- I t I I w*or coPn FREssuRE ,,rr,t*lT 1O5-C Wrot g0o Streer Elbow-Glose Rutfh I p I ')I Fittinq r0 Flttlflg l{arfi]lm. h hE||6 aa, HrtlrrorflIit fr{t H1-(fJ i IL]J At:m. Db,lttwt. t Blt f.&tqnfi|} Pdt lrrcr. olr- tn!.Nr$, I I I I 50o .006 %500 .ol2 ,1h 500 .or5 ,l$ t00 .o5 rrAt t00 .or tN150 .10 I r%r lo0 ,18 tnr4E 50 .20 tK s0 ..r't .7N lO ,71 l.'q l0 t.t2 3540 l0 La5 3y a 2,57 lYn a 42' rt14o ro00 .0r 0 1000 .0e6 500 .0a 500 .03 250 .00 500 .0c 260 .tl 250 .t5 t 00 .23 ro0 .3a 40 .60 40 r.06, 21 |,50 I 3-l I 6 6.39 6 7,79 /r, rlt '!(s ')i/r, llr{r X "7h 'AN "!2rk r\ l{ t}At % 1%t lW t%. l%t I rt{. rk rYt 2?h ',tN 21ly'rt ? Sryp 217&gt{ ,ttk I I I p I i*N t b I t I |I [ 1.. AD,at,- Q{rnft plrt r.l |It r..... . 50 to0o .006y... ._ 50 rooo .ot2t(. . . . .. 50 t000 -a2.n. , ,, ,, .. ,... too tooo .or9{.,.,,, 35 tso .00,6...... 50 500 ,t01....... zo zoo .trru...... 26 200 .2arN .... lo rro .lo2.,,.... t0 E0 .752N.... g .o Llr3.....,. ! 1.t t.r87n.,,.. I 0 z.o3r...,-.. I ! t.r2 Elbow-Glose Rufl Lr lartJorr.lllt Prcf h......... ...... S0 |OOO .006 tA yr Y. .... ,.... . 50 rooo -olz X jitA. .. -.... ..... - 60 tOO0 .O71 r.A. ,1rt,4 Yt... ....... ... . . 100 |OOO ,09 .!fil tk7..,,,.....,,.... 25 zsg ,0e 16r 116r,1............... 50 500 .10 ')1 I'Xrf. . . - . .. . ,.- .. ZS ISO ,t0 oAt l,hzlN .. .. ,5 200 .26 1^ l.wlx. .. . 20 r?o .se. rtTh 2gl. 2. , . , ... .. . , , ... t0 0o .?6 ry 2ryr1 2't4... .. .. f 40 t.r8 t% g2r{i 3 . . . . . . . . . . . . . . . 3 2t t.86 2 ?zVD3k..... I 0 2.62 zl'yr. 1tj{r 4 . , , . . . . . . . , . . . . I I a.2O 21%t lrlit Filting to gopper llFhd gb h lElaa lrtr!|. !|r. urlr{t$tt. I t x x 1'A. zra t1a Yrt ^rA.rXr lr!& I r'1. tr}[ t.t4< th 2rr5 107-CR Wrot 90o Hedrcing Elbow-Close Rufl coPPe, to Coppgr lbdlid Slrr ll hdrc 1O7-C Wrot g0o Etbow- Copfer to Copper .*t ltrr F flIB'I Close Rulf#ff ilrtr 147-CZ Wrot 9oo Street fr-I @l A subsidlary of Arncalt Industaial CorDoretion Elhhart haducas Sorporalian I *.u wRor copptpnEssunE FrrnNGs 1O5 Wrot 90" Street Etbow-. NefihtsLt h lid.r Long Tum hr llri At|rrr. Uo.oui{ltr Pltt llCtlrl. t H trrF 80 .sE - z)It.0 t,.02 ,N t0 t.66 NY,z 8 2.52 tlls 8 t.70 !,At | 5,70 rrl let U$h| t|r!& 0r.DEnIV trcl i|dun. t tlchrlglra h hd.E I I t t 1O7-R Wrot 9Oo Reducing Elbow-Long Turn lor t||{dr l!!nt.0!r*lt, Prtl t{aun. 500 500 500 250 200 250 100 50 50 ao lo .oo0 h -016 t .032 rk .052 trrg .09 I'X. 0lr.t N.rH 31. lr lnll|| .r2 z .t I 2'l1z .lo 7yltr .60 3t6 t.ot 1 l.5a ax 2.so s't( 3.6i sl/r" 5.80 5!Xr .0n .026 .o4 .0t .0f .12 .09 .o7 .17 -rt .3t .23 .49 .47 .35 .7t Dl.. A r8rt l8 17 t!1.. . so l00o 11'11 .......... 50 r00O Y,'ll... -... . ..., sD soo Y, ,l{ . . .. . . . . , . . . 50 5OO XrX.....-.,... ls 25o 7tr71..., ?5 250 1("A..-........ 50 500ll'|d........... so sog1t%.... ts aso1214.... 2s isolXxl... t0 t00l\ t'4. . to loot\lrh....,,...,. lo too l7arllA, , 5 s0lYttl.., 5 SO?rlYt. .,.. ,. .... 5 .0 \.k r.& 'fu Yu I tllr ,th 1lnk /,rh r'/r nn2k lYN lx tysrxhl% rlfu r%c l/n 111{a Ityazy2 l ttr$ Z%t f lio I I I I I t I 1O7 Wrot g0o Etbow-Long Turn W ={,F-ml Copper to Cooper lltrt d Skr ln Intl.t _ tlr l.d.r Anrrr. dr.ftrllrt Pral t|!l$I. I x oD. . . 50 tOoOXIOD.... sO lO00,$....._ 50 lo0o Xr OD. . .. 50 lO0O Y.. .. .. 50 toooYt...... 50 s00 Yz.. . . ., .. . ... tOO t00e1f...... 23 rsox...... 2s 25' ,1 ...... to too1....... lo too1Y...... to 8o .0o4 |1, .OOt 71t .0o8 Yt.0r3 h .0r 6 ,f.o3o nk .06 h.Ot I Xr,12 I Xr.lf I'Ya ,21 tx .3t 2 I EII&art Fpaducts Corposatioa I A subsiOrary of Amcast Industriat Goioontion s I I I w*or coPn PREssuRE ,,-,trff; I 1o7-2 Wrot 90o Street Elbow_ Long Turn Fining lo Copper |lrrfdgb tt ltt|t 111 Wrot Tee coPPer to CopEer rc CoDpet tbnhal Ell! h brt||tbr { urhrrittty Pral lttrtr. o!r- 0b, l{c wt. I rl'} I I t .001 '016 .03 .05 .00 .r2 ,tl .3t .51 |.ol 1.67 ?.51 3.70 5.t6 rooo ,005 ,A /:lo00 ,00t /," 1L tooo .ors r*i th 1000 .020 rit latf000 .o2t 'rt ,4 500 .oal vt y. 500 .05. 4h rN; 250 ,I0 H, k2S0 .t6 h ,h lDo .33 .r* v 30 ,{6 "h "r*,So ,7| rt rh r%, .o r.zr tX rXl0 LtO l2th I'y,r r 0 7_7s lN tka 4t7 2y. ,k 8 6.al Ztlla ZYqI t,ts 2t1,k 2.%z &r tbJFlhlr'tltt hol lF tr,l Dfn, [hiIt tft. \k- ';& ,l%.hn& tN h rKrlXr lNt%l tlt 2rtgl\Hr r\hl}fi t%t2]\t 3't{.3%r ltl,l. 9rrg stGa 5!1il1/rt 6rX" a. 5.t I I 1OB Wror g0o Ettrow P IrlI b CopDer lo Femals N.P I llorHt|4I lfEltd T--'-ttI L . Elr i[|w0n6 t tacl l9Dm. ird rff,otn. Bh_lgh.. -....... ... zs .t2 th trt& Y2.... .. 5O 500 11 ......,.. 25 r50 .058 16 tlTt 1t& .'171 Yz l'lL Y, Loloi 111-HE Wrot Hear ExchangerTees copper to Coooer ro CoppC' No tubE sllrp on srnlll errd ot run- Tubc slipg Dlt the w8y into trtting- Availabre In all slzes llsled uFder Fig. No. 111,R wlrerr tge hat ong or fnere tedu€tlons on one end ol firn. an special ordet. 111-2 Wrot Streer Tee Copper to Fitting to Coppet ri*ttlStrr h Ldr'lor ndrou|[tt ?Ll lrlJcr,$ st. DlIr. ,s. drlEcWe-invite requests forq'-9trtl'91 oT anY stYle, sazeor dirnensiir{ not;il;; 1fu> | f,irrrrrr I A substdiary ot Arncast Induslriel COrporation t t I Prrodrret= Eolrpocation tgt INCORPORATED I I I I I I I I I I I t I I I I *%Fig.200 "Trimline,, Adjuitabte Band Hanger Size Bange_ 1/2 thru g inch pipe.Material- Carbon Steel, Mil. b'atvanizeO to G-90specifications- !::",\!: -.f"r fire sprinkter and other generat pipins ::iT"",ffi ;, :Hl?ffJ"ffj;i t * is " p "-;ir" h'i'6 ; ) Feafirres . .(1/2 thru 2 inch) Flared edges ease installation for altprpe tyres and protecr cevd ptastc-ffi;;;"" '"' . abrasion. Captured oesign keips aoiilji"g ""ri fr",separating wirh hanger. -Hungu, is eisily ii"t"ifJ"'around pipe. . (2-1l2,thru I inch) Spring tension on nut holds itsecurely in hanger be-fore"installatio". nd;rlffi "rt i.easi! removed. ln911.ryts - Underyvri{ers' Laboralories Listed (1i2",thru 8).in rhe u.s. (uL) and cail;6nil;;J#; 3:1,91V9 ptastic pipe and raoory Mutual :l,y'n":rlg Approved (3/4" thru B;). Conforms roFederat Specifications wW_H_tzt F, i;;;;;;dManufacturers Standardization s""i"ty,5p_06, il"" f o.Maximum Temperature - 6SC,F.rmrsR -.Mil. Galvanized, for Stainless Steel materialsorder Tolco Fig. 200WON. Order By - Figure number and pipe size. 1/2 THRU 2 INCH PIPE 2 1X? THRU 8 INCH PIPE 3/8 3t8 3/8 PIPE stzE 1t2 1lA I ROD SIZE APPROX. wTJl00 A 5:TE 3-1/8 s-3/8 MAX. REc. LOAD LBS.8mm or 10mm 8mm or 1omm 2-5/8 2-1t2 2-5/8 400 400 400 I 1-1 1-1t2 2 8mm or 10rnm 8mm or l0mrn 8mm or 10mm tl 12 2-1 8em or 10mm lomm lomm 10mm 3-718 4-112 2-7t8 2-7t8 3 4-1t8 4 4&) 400 400 't3 14 tc 3/8 gq 3/8 1t2 1/2 1t2 a -i o I 3-1 1omm lzmm 1zmm 12mm 5-7t8 7-U8 7-3t8 9-1/8 10-1/8 13-t/8 5-1t4 6-1t4 G3/4 ?A 66 73 136 600 600 600 1000 1250 1250 r250 27 29 34 J*, I ts4 I I I I I I I I T I I I I I I I I Size Scnge - t2 S'tru 2 inch pipe. Jt{alericl - Carbon Steei Fmish - Gaivanized Ords By - Figure nurnber a:r<i pipe size. €rG,2.{ "TtrN" STRAP f,IG.30 IIGHT I,T{ELDED SSACi( T Size.fiang€ - 9-, i3-, and i9 "i4o:inarm Eecoramended Locd - i0S lbs. Moltsriod - Carbon Stel Fancfion - For sr:spenriins pipe outward frora rnounting sur."ace. Appra.:als - Conforrm to Federal Spedficatior: WW^H-i71E, type 32, and. Manulactu:ers Staa.l,ardization Society Sp-69, type 31.Size Ecage - Desigd ro support up to gf2- standard pipe. Flnisi - t lain, Electo-Gatvanized, HDG, and Stainl€ss Steel Qrder 8y - Fgrre number, irdicate -.A- and ?-r aimer:sions, ard finish. 98 6- 18 16-V2 3/8 or rr2 rVAX.os1. LOAD LBS. sToc SizE L'.{gc s/16 DrA. {2i -crrstocrcr$ecespeuya I tRo INCORPORATED cA (909)737-5599 Fig. 98 Rod Stiffener Srze flange..--Secures 3/8 thru 7/B inch hanger rod. Material - Cahon Steel. Functbn-Secures channel to hanger rod for vertical seismic bracing_ Finrbh-Electro Galvanized. Order Byligure number. l\lote-Available in HDG finish or Stainle$s Steel materials. I I I I t I I I T I Fig, 99 ROD stzE MAX. REC. LOAD LBS. FOR SERVICE TEMPS All Thread Rod Cut To Length Size Range-418 thru 7/B inch rod in 1 inch increments. Naterial - Carbon Steel. Maxi mu m irernperatue--750"F.trinrbF- Plain. Order By--Figure number, rod diameler, rod length, and finish. IVota-Available in Electro-Gatuanized and HDG linish or Stainless Steel materials. 610 1r30 1810 540 '1010 1610 Fig. 100 Srze filange-€/B thru 7/g inch rod I in 10 foot lengths. I Material -Carbon Steet.' Maximum Temperature-71}"F. Frhisif-- Plain. I O_raer ey--+igure number, rodI dameter. and f inish. irote-Available in E leciro- 1 Galvanized and HDG finish or I Stainless Steel materials. All Thread Rod Fult Lengths ROD stzE MAX. REC. LOAD LBS. FOR SERVICE TEMPS APPROX. WEIGHT FER IOOFT. 240 610 I130 12 29 RA zt5 540 1010 84 123 169 1810 2710 3770 222 360 510 1610 2420 3360 4960 8000 11630 442A 7144 10370 I I l"'-"*'-1't - I..-IlS_r_o!Y ryTUAL APPRqUED &_ UNDERWRITERS LABORATOFTES LIST| ('sAIYIMY supER scREws" SEE INDIVIDUAL LISTINGS BELOW g ED ,@)r, LISTED 9B2t lunurrro FoR usE lN F|RE spRtNKLER sysTEMS, pER NFPA #tB,2-6. 1, FRoM DSTR ITEM S MODEL NFPA #13, 1994 EDlTtoN- SHANK SHANK WTITOO ROD SIZE DIA. LENGTH PIECES SELF DRILLING AND TAFPING I}I STEEL UP TO I/8' DEPTI.I RETIIIIER NUT INCLUDED < DSTR st6 sETf DRILLIITG AXO TAPPTHG IT STEEL UP Io 3/I6II DEPTH < TEK osrn t"-$O. sra,,zr e osrn I r,re. @" l;s-rr o |/4n 1" 5.55# 12-24 | t/2| 5.20f 30 29 SELF DRTLLING AND TAPPUG I STEEL UP To ll2rrDEFrH ostnsto.@ sre,Tro s/r6n l trl' 6.88* --Jter so(?) 3/Bt/16 tt4' l rtzn 4.a9f < DST SELF I}RILLIN6 AND T PPING IN SIEEL UP To 3./t 60 oEPTH < qsT 5t6 SELF DRILLTNG AND TAPPIHG IIt SIEEL UP To 3,/I6II DEPTH < csT 20 SELF TAPPIHG FoR usE II{ CO CRETE. PREDRTLLITIG REQU|CEo, t/4" Btr-(sEE INSTALLAItoN rNsrRUcTtot{s) { GST SELF THREADTNG IN wooD. No DRILLITIG REQuIRED DST lO 3/8i,,16 DST 15 3l8n/16 DST 20 3/a 116 DSl- 2s 3lavr 6 DST 30 3/a,y t 6 Dsr 5r6,@. vs"rte 3/8"/16 5/t 6n GST IO 3t8\t/16 32 33 34 35 ?6 37 I t4t, | /41, I l+tl I l4tl 1/4tl vl6,l | /4tl l/4'1 r/4n v8n 'I|' 3n 2 tf2n 4.50# 5.80# 7.OOS 9.80# I|| 4.69# I llzn 5-29f 2n s.68# 2 | r2" 6.04S 3 6.45# I llAn 5.49# 6t csT 20 tt t? t3 csrzo@@"va'vre esrao$.@..ravre GsT 25 38o {D"3,/8'yt 6I FIED FOR USE IN FIRE SPRIN srEMs, PER NFPA #13,2-6..l, F SWDR ITEM # MODEL NFPA #t3, t994 EDtflON. SHANT SHANK WT.II OO ROD SIZE DIA. LENGTH PIECES SWDR ,| " .o" 3ftit/16 l/4" I n swDR sr6 @" 3,r8'yl6 5/t6,' I tt4tl 3/A116 |/4| t" 3/8\/16 l/4\ | t/?t' 4l swD 20 3/An/16 l/41 2't 6.83# 42 SWD s I 6 3/a'yt 6 5/t 6, I llAn 6.72# 46 swDR I t/2n @..:ra'vro r.ax I t/2n 6.92* 45 SWT t5 3/An/t6 llAv | 1/2" 6.12* fa swc t0 3/Ann6 l/4" tr 5.78{ sWG 20 .@" 3/atn6 t/4t, 2,, swe zs reo$lza'zte va' z | lztl swc 20 varytG 5/t6" ztl < swDR 516 AVAILAaLE I'I S'IANK LEI{GTH. SELF DRILLIX6 AND TAPPII{G II{ LIGHT GAUcE STEEL ItIcLuDEs RETAIIIER NUT. S€LF DRILLIT{G A}tD TAPPING IN STEEL uP To 3/I 6II DEPTH 43 44 39 40 swD to swD t5 6.74# 8.06# 5.86# 6.40S < swD < swpB AVAILABLE I I/2'' SHATIK LENGTH. '2 x 24. WITH RETAINER I{uT. SELF ORILLIHG AXO TAPPING IN STEEL UP To I/2'' DEPTH <swD 5t6 SELF DRILLI G AND TAPPI.IG Ix STEEL UP To 3/I6T DEPTH SELF DRILLING AND TAPP}IIG I STEEI UP TO 3/I6! DEP'H 3/16tr RECETvER l/4rt R€cElvER t9 26 65 7.t3# I o.29# 7.57 * t04 t05 ITE}I# E. CARBIDE TIP BIT IOG 3/16" DTAMETER lO7 l,/4" D|AMETER ffi A ITE!r# UsE FoF Sartr|ytOO INSTALLAT|oN *FACTORY MUTUAL SEISMIC ZONE 70 & r50 REQUIRE APPROVAL AY AUTHORITTES HAVING JURcoNTACT YoUR FAGToRY REPRESEflTATIVE FoR DETAILs. < gwr I TE M,' t08 r{}9 lTEfi# I t0 ITEM* loo ITEM# I ot c. sDs Blr 3/I6II DIAMETER I /4II DIAMETER D. SLEEVE TooL E. NUT oRIvER #I4 (l6MM BLACK) F. Nur DRtvEtr *t4 Sty { I 6t'ttr RED) wtrH 3/I6' MAnXER II HoLE SEE LoGAL AUTHoRI'Y FoR UsE oF THIS FAs,EflER, < 5wc SELF DRILLING AND THREADIHG INTO WOOD No PREDRILLI}|G REQUIRED < qwc SELT THREADING IIITO CONCRETE. PREDRILLING REqUIRED SELf DRILIIIIG AND TAPPING IT{ STEEL uP ro |/Zrr DEP I I ITEM# 70ssT To6GLE FoR SHEETRocx OR PLYWOOO l/4v2o x 3n W|TR 3€N HEAD I'Eit* U5E FOR SIOEWINDER rOI INS?ALLATION rsDtcTtoN.t E TOWN OF VAIL 75 S.FRONTAGEROAD VAIL, CO 81657 970-479-2138 ****+****:tf'r.'|r'r+**:r+*ii*r.****:*r*********i***,**'ir+*++jr:r,!,****+{********* FEE SUMMARYMechanical--> 92 , 1oo . oo Restuarant plan Review--> Plan Check-> g s2 5 . 00 trt{s !gg--._-------; Inv€stigation-> Will Call--->$3.00 #o*r*rr oF coMMUMrv nevero#Nr NOTE: TFIIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICALPERMIT Permit #: M02-0155 # ofcas Logs: 0 # of Wood Pellet: 0 90.00 Total Calculaled Fees--> $2,628.00 $0.00 AdditionalFees---->$0 .00 s0.00 $0. 00 TOTAL FEES-------> 92, 628 . o0 Toral pemit Fee-.--> g2 , 628 . o0 Paymenls...._---; $2,52S.00 BAIANCE DUE_ > Item: 05100 BUILDING DEPARTMENT oa/os/20o2 GcD Action: Apftem: 05600 FIRE DEPARTMEMT CONDITION OF APPROVALCond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED To cHEcK FoR coDE CoMPLIANCE. Cond:22 (BI,DG.): coMBUSTToN ArR rs REQUTRED PER sEc. ?01 oF TIIE 1997 rIMc, oR sEcrroN 701 0F THE 1997 rMC. Cond: 23 (BLDG.): INSTAI-,LATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO CHAPTER 10 OF THE ].997 UMC, CHAPTER 10 OF THE ]-997 IMC. Cond: 25 -#L @51 Job Address: 356 HANSON RANCH RD VAIL Starus . . . : ISSUED Location.....: 356 HANSEN R{NCH RD Applied. . : 07122t2002 Parcel No...: 210t08243007 Issued. . : 0810612002 Project No : "RJ-O I. €'f| Expires . .: 02/02/2003 outNER STEGAL, GAIL S. 07/22/2002 phone: 1526 BAY BLVD ATI]AI{TIC BEACH NY 11 CnO Li,cense: coMtRAcroR ENCOMPASS MECHANTCAL SERVTCEOT/22 / 2002 phone : 97 Q-949-L747 5541 CE}ITRAL AVENUE BOUI,DER, CO I03 0L I_,icense: l_47-M APPLTCANT ENCOMPASS MECIIANTCATJ SERVTCEO?/22/2002 phone: 970-949-L747 5541 CENTRATJ AVENUE BOUIJDER, CO 80301 License z !4'l -M Desciption: REMODEL OF EXISTING RESIDENCE HVAC UPGRADES Valuation: $105,000.00 Fireplace lnformation: Resaicted: Y # ofGas Appliances: 0 (BLDG. ) : GAS AppLrANcEs sr{e BE vErflrED AccoRDrNG To cro,po.rR I AND s}rAr-,L TERMINATE AS SPECIFIED IN SEC.8O6 OF THE 1997 I'MC, OR CIIAPTER 8 OF THE 1997 fMC. Cond: 29 (BLDG.): ACCESS TO HEATING EQUIPMENT MUST coMPLY I'IITH CI{APTER 3 AND SEC.10].7 oF THE ].997 I]MC AND CHAPTER 3 OF THE 199? IMC. Cond:31 (BLDG.): BOILERS SHAI-,L BE MOUNTED ON FLOORS OF NONCOMBUSTIBI-,g CONST. IINLESS LISTED FOR MOUNTING ON COMBUSTIBI-,E FI,OORING. .Cond:32 (BI,DG. ) : PERMIT, PI,ANS AND CODE ANALYSIS MUST BE POSTED TN MEC}IANICAL ROOM PRIOR TO AN INSPECTION REQTIEST. Cond; 30 (BI,DG. ) : DRAII{AGE OF MECHANTCAIJ ROOMS COMTATNING HEATTNG OR HOT-WATER SUPPLY BOILERS SIIAITL BE EQUIPPED WfTH A FLOOR DRAIN PER SEC. LO22 OF THE 1"997 IJMC, OR sEcTroN 1004.6 0F THE l_99? rMC. '* 't +t * *'t rt *+++ir*+,t:i***,t **,t* **r *:t:t,a*a* *** r+;t * **,1'l'|*t ***t + ++* ++tr * ++* +{.+ll,r {. + * *l|,r:t*r * +'t'r'r+t t ++ | ++jr+t r. * *+ *:t it:i:t N:t+{' | **** *r* **,t**** DECLARATIONS I hereby acknowledge that I have read this application, filled out in fuIl the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this strucfure according to the towns zoning and subdivision codes, design review approved, uniform Building code and other ordinances ofthe Town applicable thereto. REQUESTS FOR INSPECTTON SHA],L BE MADE TWENTY-FOUR HOURS IN ADV SIGNATURE OF OWNER OR CONTRACTORFOR HIMSELF AND OWNEI TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5 PM ;'tjff(@i$P NWNhFYt 97 O - 47 9 -2149 (Inspectio ns) 75 S. Frontage Rd, Vail, Colorado include:nical Room Room Di Airilas Calcs. **i'********************xFoR OFFICE USE ONLy***********f***************+* Permit will not be accepted without the CONTRACTOR INFORMATION Mechan Town of Vail Reg. No.:Contact and Phone #'s: Sfe,"- R."d q qq-l+q? COMPLETE VALUATION FOR MECHANICAL PERMIT Contact Asspssors Of,fice at 970-928-8640 or visit for ParceI #Parcel# ?lotog14AeoV Job Name: S,Ls-Job Address:y Sd HA Subdivision: fil\ il,1 Owners tlame: 4^.1 g WorkClass: Newgd Addition( ) Alteration( ) Repair( ) Other( ) Boiler Location: Interior ( ) Exterior ( )other (7Q Does an EHU exist at this location: yes ( ) No (rO Tvpeof Bldg: Single-famiry ( ) Duprex ( ) Murri-famiry 1pd correiciur 1 I n"tuurant ( ) other ( ) No. of Existing Dwelling Units in this building: *,No. of Accommodation Units in this buildino: NoffypeofFireplacesProposed:GasAppliances( ) Gast-ogs( j-Woodipeilet( ) WoodeurninglrvOfILLOWED) Is this a conversion fro F: I everyone/forms/ mechperm fficD JUr ls 200:.#-, c{ooa! t..O q)p @o N !os G C' I'r (D ^(€tl Lll F ; (Dp o oot U)oF ul-t vo- 5E!< atj fr6q)O AO ;io tso t! LL LL OcoLc) NN OO@@T qq o! c.l OO H;i; ii ii ;.i ;i =:-= YI ()O /fi;;i :: c c >.: >. f I x Ji r'1 > /-\ z. I o c) .P 6.S, 6 ij t. 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FRONTAGEROAD VAIL, CO 81657 97U479-2138 #oorru*r oF coMMU* or*tMENr NOTE: THIS PERMIT MUST BE POSTED oN JOBSITE AT ALL TIMES PLUMBING PERMIT Permit #: P02-0085--E.a,- -oo5a g6a_<;<0t f ]ob Address: 356 HANSON RANCH RD VAIL Status . . . : ISSLIEDLocation.....: 356 HANSEN RANCH RD Applied . . : 0T/15/2002 Parcel No...: 210108242002 Issued . . : 0T /1,6/2002ProjectNo : -pR5b46?{ Expires. .: 01/12/2009 owNER srEGAr,, cArrr s. o7/7s/2ooz phone: 1.526 BAY BIJ\ID ATITANTIC BEACH NY 1l_50 9 License: coNrRAeToR TOTAT" PLUMBING o7/L5/20O2 phone: 3O3_393_7277_ 4701 N. COLORADO BIJVD DENVER, CO I0216 License: 110 -p APPrrreAlf,r rorAr, pLIn4BrNG 07 /L5/2o02 plrone: 303-393-727L 4701. N. COLORJADO BIJVD DENVER, CO 8 0216 Lricense:110-p Desciption: PLLIMBING REMODEL Valuation: $68,250.00 Firepl.ace Inlormation: Restricted: ?? lnvestiga tion-> will call_> Plumbing-> S1,03s.00 RestuarantplanReview-> Plan Check--> g25B . zs DRB Fee*--_---> # of Gas Appliances: ?? # of Gas logs: ?? # oI $0.00 Total Calculated Fees-> $1,296.75 50.00 AdditionalFees------>s0.00 $0.00 TOTAL FEES--------> 5j-,2s6..1s Total permit Fee-----> 5L,296.75 s3 .00 Paymcnts----------> 57 ,296 .15 BALANCE DUE--> Item: 05100 BUIIJDING DEPARTMEI\Ir 07/Ls/2o02 DF Action: Ap rIEM: 05600 FIRE DEPARTMENT CONDITION OF APPROVALCond: 12 (BL,DG.): FrEr-rD rNsPEcrroNs ARE REQUTRED To cHEcK FoR coDE coMprrrANcE. $0. 00 DECLARATIONS I hereby acknowledge that I have read this applicatiory filled out in fulI 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 plol plf,, to comply with all ,o*n ortun.es and state laws, and to build anir?r.*r" according to the towns zoninp and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESIS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5PM. SIGNATURE OWNERORCONTRA FOR HIMSELF AND OWNEF U1{SIGt{ED Permit #: 97 O - 47 9- 2749 (I nspections COMPTETE VATUATIOI{ FOR PLUMBII{G PERMIT (Labor & Materials) APPLICA ffi"wrrnwYtElY 75 S. Frontage Rd. Vail, Cobrado 81657 eL, ffi@bnfudEasle Countv 970-321 Ybit for # Parcel # (Requird if no bldg. prmit # is provided above) Job Name: Si"o ^ I R-t,\o Arc€- Job Address:-?51r Ltusaxl At\ Legal Description *{ mt,Block: ll Filing:Subdivision: owners N"t"' 64,. s.,.A a1 ll loores' r5e6 B^., Bl*rl- . ll Phone: Engineer: u ll Address:Phone: Detailed descriotion of work: Pt,, *\i^, o A" "^oLQ- Work Class: rvew? ) Addirion ( ) Alreration K) Repair ( ) orher ( ) Type of Bldg.: Single-family (X) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of ftisting Dwelling Units in this building:No. of Accommodation Units in this building: Is this a conversion from a wood burning fireplace to an EPA Phase II device? 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FiFARl.rAt itu'TiHll\rii'+l '.1;rmel,l-s R+it i:f trftn i1ryc !:1!€r5 of i-&" ryp* X r+qui:ed j."., \, 1r-.1-.t1-, in.;(.,',i lr.r. ili l _ Cnr*n',t'ii, r-,Ei iii.:-- r{;l Si:{i;itKLEF- r'!F) :!+lrt, :: iilaAl'tl-d Sile Flaii " 4i.g.r:*s,,"' -. - riclirsn. st!,i qiEljlF:D ni.j'.'?ii Fl(ii{-S ftEFTI i 1 i+rffi IC: 54.1 aI [,- lmspection Ftequest R F+quest+d hsFect DatF: Insgecticn Atealgite ^ftddres$: Tuesday, Nsuember 2S, 2003 GG 350 HANSON RANCI.I RO'CAiL 35S HA'{$EN RAI,ICH RE AJP0 lnformaflen A{rivily: Coffit Typ€: Oqw€r: Appllcant: Conugctcr: Descrip$on: Cominent: Corflmenl: Comm6nf CorHftent: B0?{156 SEGALGAIL S,NEDEOCONSTRUCNON Pi}ON€: NEDBO CONSTRUCTH}N 2 units lo I and total r€msdel oubourced fc€ has b€€n ccrr€c$Ed ln llE fses. - LCAMPBELL REVIEWED BY GARY - LCAMPBSLL ROUTED TO BILL FCR PT]O$.JNIFJ€ RFVEW. LCAMPAELL ROUTED Ttf, GARY FOR REMEWTAPPftOVALS - DF!-SRES Tim€ Exp: Tvpa: AMF Occupaircy: $tatus: lnsp Al?a: ISSUED GG s7s.84$1001 Req$ested InsFecdonf si Item: 534 FlSn -FINALC;O Requ*stor: NEDEO CONSTRUCTI{IM|IOWARD Conimenls: f4a0: PLa\NNlf.iG TCo As$hnedTo: BGIBSON- Acthn: Item: 90 EL-DG-Final Req{eslor: NEDBG CCNSTRL}CTIOMHOWARD Comments: *420: BLDGTCO AshnedTe: CDA'.fiS- Action: Time Exp: ltsnr conmer*3: EEHlEDrcEpHlr\HLER oR ALiiR*f,FIroqfC- RequesEd Time: 68:00 Afit' Phon€: 471-3516 Entefed By: LCAMPBELL Requested Timer 08:00 Ait' Phon€: 471-3516 Entared By: LCAIdPBELL lnso€stan Hlstoll Rem: l{em: ??6 FIRE D€PT. NOTIFICATF{{ 3O ElH-Framinq " Approved * twoefi)z -lnspEcior: cdavii Ac{on: Pl PARTIAL INSPECTION CommenE: lowar leryet onfr Must submii an ILC orior to anv olter haminq inspecflons 08€fl9? lmp6c{or: GeD Acton: cR coRREcTAN REaU|RED CO$MANI3: *IET RCLUE WTTH NEDBO AND MAJ1K MUELLER THE ENG O}i THE JOP- FFAIIIISG I$ APPOR\/EO wlTH THE FOLLOWIIUG EXECPTIONS THg POST IN N BEDROOM AT THE 4PLY 18' ML IS TC BE REzuILT, AND TIIE RAFTER HANGERS WILL 8E PLATE A$IGLE AND SCLTED. AT THE BEARING WALL IN THE BATHS ? STUDS WILL BE SISTERED AI{D 1iE" FLYWOOD SHEATHINS WILL 8E hIAILED TOTHE FACE. OK TO INSULATE. tlS/04O2 lftsp€ctrDr: GCD Actiofi: AP APPROVED Conrmenti: ALL ITEMS FR{}tr6 OA2&Ca APPR$VED. 5{} BlDGlneubtlon * Approved'"tltyl5tlz lnssoctsri GCU .qe*oo: CR CSRRECTIO$I REOUIHED COMMENF: FIHESTOP PENETRATIONS IiV FLOOR. AT PIPES. EONOUITS AND WIRES WITH APPROVED FfiEETAP CAULK'NG. il€U1goe lmsctor: JRM Acfrsl: APAPPFIO/ED 08/0402 lnsb4elcr: GCD A+tian: APAPPROVED Comm+nts: WALL ANIICEILING INSULATkIN UpPER LE\EL. ttam: 80 BlDCr-Sheekock Nail * Approved * 0€v2?/02 Ins$ector: JRM ' ' Action: Pl PARTIAL INSFECTION Comments: AFFROI,'ED LOWER LEVEL C+JLY 0B/1 1ig2 InspeCor. cdavis Aclion: AF AFPROVED +omm€ntc: Re€t cf unil cglnp,l€le *rclud€t' sialrto\,ver ceilitB Two iayers d &S" fype X requird90 BLDG-Flr*l 11tO7iVZ lrtslccisr: Jfthd Ac8on: DN OENIED CommBnis: DENIED NE SPRINKLER 6R AI ARM FINALS 22 pL,Al+lLC Si*e Plan * F,pprcved ** subrffi: AMF REPTl31 Run fd: 541 II t{,'d (\ ,l , ,n 11\ lr (" )?