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Home My WebLink AboutVAIL VILLAGE FILING 1 TRACT J VAIL INTERFAITH CHAPEL BOOK 2 LEGALo D esign Review Action Form TOWN OFVAIL Project Name: Vail Interfaith Chapel Project Description: New building addition with heated parkirlg Owner, Address and Pbone: Vail Interfaith Chapel Architect/Contact, Address and Phong: Ned Gwathmey, 1000 S. Frontage Road, Vail, CO 81657 Proiect Street Address: l9 Vail Road Legal Descn'ption: Tract J, Block 7, Vail Village 1o filing Parcel Number:Building Name: comments: All PEC conditions of approval applied for Aug. 24,1998 meeting. Must provide revised plans prior to Building permit for staffapproval Motion by: Pierce Seconded by: Brittain Board / Staff Action Action:Approved Vote: 5-0 Conditions: 1. Provide a gable roof on the east end of building. Leave hip roof on lower west-end fronl provide gable on upper west-end roof. 2. Eliminate copper vents in roof. 3. Rework the i:upola to be taller and steeper with a pitch at least l2l12 similar in form but not size to the +. ifo1iat'r."ised olans addine l' to north side of oarkine lot soaces. 5. Provide approval by Army Corps of Engineers oTsite flan. Town Planner: Dominic Mauriello Date:9-2-98 F:\EVERYONE\DRB\APPROVAL9T\T DRBAPPRFRM DRB Fee Pre-Paid: waived DESIGN REVIEW BOARD AGENDA Wednesday, September 2, 1998 3:00 P.M. PROJECT ORIENTATION , LUNCH - Community Development Elepartment MEMBERS PRESENT MEMBERS ABSENT SITE VISITS Updated 8/3L Zpm 12:00 pm 1:00 pm 't. 2. 3. 4. 5. 6. 7. 8. Driver: Leach - 1390 Buffehr Creek Road Eagle Bahn - Base Vail Mt. Visla Bahn - Base Vail Mt. Vail Chapel- 19 Vail Road Mt. Haus - 292 East Meadow Drive Gasthof Gramshammer - 231 E. Gore Creek Drive Village Glub - 298 Hanson Ranch Road Joe's Famous Deli- 244 Wall Street George 2. PUBLIC HEARING . TOWN COUNCIL CHAMBERS 1. Gaslhof Gramshammer - New entry sign. 231 E. Gore Creek Drive/Part of Block 58, Vail Village 1"'. Applicant: Pepi Gramshammerr represented by Horst Essel 3. Vista Bahn Ski Yard - Site improvements. Generally located at lhe base of Vail Mt./Tract E, Vail Village 5rh. Applicant: Vail Associates, Inc., represented by Jeff BabbMOTION: SECOND: VOTE: MOTION:SECOND:VOTE: Vail Interfaith Chapel - Final review of a new building addition. Dominic 19 Vail Road/ Tract J, Block 7, Vail Village 1st. Applicant: Vail Interfaith Chapel, represented by Gwathmey/Pratt Architects MOTION:SECOND:VOTE: George 3:00 pm George 4. Eagle Bahn - Site lmprovements. Generally located at the base of Vail Mt. Applicant: VailAssociaies,lnc.,represented SECOND: by Jeff Babb VOTE:MOTION: George (l Updated 8/3L 2pm 5. Mountain Haus - Revised west entry addition. George 292 East Meadow Drive/Part of Tract ts, Vail Village 1sl. Applicant: The Mountain Haus, represented by John RailtonMOTION: SECOND: VOTE: 6. Joe's Famous Deli - Addition of exterior wrap-around counter. Brent 244Wall StreeU a portion of Block 5C, Vail Village First Filing. Applicant: Joseph JoyceMOTION: SECOND: VOTE: 7. Leach Residence - Conceptual review of a new single family residence. Jeff 1390 Buffehr Creek Road/ Briar Patch Envelope B, Parcel 4. Applicant: David & Jody Leach, represented by Ron Diehl MOTION: SECOND; VOTE: Staff Aporovals Meier residence - Enlarge living room window. Christie 548 South Frontage Road (Westwinds)/Block 1, Vail Lionshead First Filing. Applicant: Don Meier Gleason residence - Re-roof. Brent 1i06 Hornsilver Circle/Loi 9, Block 6, Vail Village 7th Filing. Applicant: Tom Gleason Devoe residence - New windows and "faux" dormer. Brent 1388 Vail Valley Drive/Lot 20, Block 3, Vail Valley First. Applicant: Robert & Debbie Devoe Todd residence - Replace window. Brenl 4470 Timber Falls Court. #1403/Timber Falls. Applicant: William H. Todd D'Agostino residence - Gazebo addition. Brent 135'l Spraddle Creek Road/Lot 12, Spraddle Creek Estales. Applicant: Dayco Holding Corp Kyle residence - Revised landscape plan. Brenl 1479 Aspen Grove Lane/Lot 2, Block 2, Lion's Ridge #4. Applicant: Peter Kyle Smith residence - Re-roof. Brent 1776 Gore Creek Drive/Lot 29, Vail Village West #1. Applicant: Horace & Patricia Smith Sundial Townhomes - Re-roof 5 buildings and 2 dumpster enclosures. Christie 5040 Main Gore Place/Sundial Phase 2, Sundial Subdivision. Applicant: SundialTownhomeAssociation t f Updated 8 /31 2pm Golden Peak Ski Base - Children's parking lot control gates. 458 Vail Valley Drive/A portion of Tract F, Vail Village srh Filing. Brent Applicant: Vail Associales, Inc. VA Lionsquare Parking - Parking control gates. Brent 660 West Lionshead Circle/A portion of Tract E, Vail Lionshead Fourth Filing.Applicant: Vail Associates, Inc. Linn residence - Revised landscape plan, grading and boulder walls. Brent 1350 Greenhill CourULot 14, Glen Lyon. Applicant: Urben Architests Kirschner residence - Landscape modifications. Brent 1995 Chamonix Lane/Lot 27, Buffehr Creek. Applicant: John Kirschner Boymer residence - Window and french door additions. Brent 1817 Meadow Ridge Road/Lot21, BuffehrCreek. Applicant Bob Boymer Vail Professional Building - Dumpsler enclosure. Breni 953 S. Frontage Rd. WesUUnplatted, Glen Lyon Subdivision. Applicant: Lee Kirsch Monlaneros Condominiums - Paint color change. Dominic 641 West Lionshead Circle/Lot 8, Block 1, Vail Lionshead 3d Filing. Applicant: MontanercsCondoAssociation Krediet residence - Interior conversion. Brenl 226 Forest Road/Lot 11, Block 7, Vail Village First. Applicant: John Krediet Walton residence - Chimney addition. Brent 1335 Westhaven Drive/Millrace Phase lll, Cascade Village. Applicant: Greg Walton Byrne residence - Add stonework to existing lightposts. Brent 493 Beaver Dam Road/Lot 1, Block 2, Vail Village 6rh. Applicant: Ron Byrne Meier residence - Window addition. Brent 548 South Fronlage Road/Westwind Condos. Applicant: Don Meier The applications and information aboui the proposals are available for public inspeclion during regular office hours in the project planner's office located ai the Town of Vail Community Development Deparlment, 75 South Frontage Road. Sign fanguage interpretation available upon request with 24 hour notification. Please call 479-2356, Telephone for the Hearing lmpaired, for information. td' m' t8' 0' ii-J ii.,i.r-'--,, Complenent both__1lT,1T*: ry| crEthporary and traditional lerdscapes eith $ese Sread ugnt seFctions Constnacted of high{uelig cast alumirnrm (|rryrsdr u6r$ lcresu(ltti rnrtsmlc{ed 0f lxgh{uelity ca$ aluninrm cplig c-oeeeq thege flxtnrer are pertect for nnitrid; hd;;-aDpt;ladscape applications,including glourd coreq wttrctris, paUE end;ffi-rlfi#;t)GENERAL SPECXFIC.Af,IONT o gst alunhum construction (pinnacles also naila e in ryun copper)r linistu Black, \brde lpinnacts atso anitrlte in nand crffit"- -- . Thennoset porvder mt flnish. UL list€d o ftreeWar limited wanarg U2 IULI l:::+S _ '.iJ .d L ffi nus+0€14 eaf^./,e€aP_t**!e#T B€T FnN2{ OD rl &e prge S lm noundng q.cesrcdo! H#trffii;ffi"[)H#H.****"* olTAmc No IESCRIPmN r,,'i.m nllnoi.;' 0.r (l . "r.atnp hctud€d I.{U lh' fixtures crme with a low loltage connecbr j ress transtormer and are used with low rolra8e s,atem I Illnp tlot imhded unl€rs noed,tCopper wi[ 08e naturary o blil'il[-,, .*tron "nri{ HADCO ffiHrk- iD ED I KT 83G62 (tar teft)H tnH, z-W S'Exi.(l)100W Medium Base ffl:te;zileflfr rert) t2)60W Candelabra fl"?|Fri' (near rert) (2)60W Candelabra Qt)olzt TOWN OFVAIL flLt COPI Department of Community Development 75 South Frontage Road Vail, Colorado 81657 970479-2138 FAX 974479-2452 August 25,,1998 Ned Gwathmey Gwathmey Pratt Architects, P.c. 1000 South Frontage Rd., West Vail, CO 81657 RE: Vail Interfaith Chapel building addition, located at 19 Vail Road/Tract J' Block 7, Vail Village lst Filing Dear Ned: The Planning and Environmental Commission, at its August 24, 1998 meeting, approved your request for a conditional use permit in order to construct a new building at the above referenced location. The approval is subject to the following conditions: l. The approval is subject to Town Council approval ofencroachments on the Town- owned stream tract . 2. The applicant shall enter into an encroachment agreement with the Town of Vail for all new and existing encroachments on Town-owned property' 3. No grading shall occur in the flood plain and all grading issues shall be worked out with staffprior to DRB approval. 4. That there be a provision to provide access to any future potential streamwalk. 5. That parking be added ifthe basement is finished. Additionally, in order to proceed with the plan to the DRB the following mrst be addressed: 1. Please meet with Terri Partch in the Public Works Department to workout all grading/fl ood plain issues. 2. Provide a landscape plan. Page I of2 {g rrn"tror rrr Yftilfl IJll 3. Provide a lighting plan and cut-sheets documenting conpliance with the Town's lighting regulations. 4. Provide color sarryles or other indication of colors to be used on building. Please provide one conplete set of revised plans to me by August 31, 1998 in order to remain on the Sept. 2, 1998 DRB agenda. Please also note that a finat hearing with the Town Council is required to approve this development on the Town owned strearntract. Ifyou have any questions, please do not hesitate to call me at 479-2148. Sincerely, DominicJ. Mauriello, AICP Page2 of? Updated 8/14 4pm FILE COPYPLANNING AND ENVIRONMENTAL COMMISSION Monday, August 24, 1998 FINAL AGENDA Proiect Orientation / LUNCH - Gommunitv Development Department 12100 p.m. STAFF PRESENT Dominic Mauriello George Ruther Jeff Hunt Judy Rodriguez MEMBERS PRESENT MEMBERS ABSENT Greg Moffet John Schofield Galen Aasland Diane Golden Ann Bishop Brian Doyon Tom Weber Site Visits: 1. RAD Five - 4469 Timber Falls Court2. Vail Village Club - 298 Hanson Ranch Road3. Vail Cascade Hotel - 1300 Westhaven Drive Driver: Dominic 12:45 p.m. ,@ NOTE: lf the PEC hearing extends until 6:00 p.m., the board will break for dinner from 6:00 - 6:30 p.m. Public Hearino - Town Council Chambers 2:00 p.m. '1. A final review of a conditional use permit for a proposed addition to the Vail lnterfaith Chapel, located at 19 Vail Road/ Tract J, Block 7, Vail Village 1st. Applicant: Vail Interfaith Chapel, represented by Gwathmey/Pratt ArchitectsPlanner: Dominic Mauriello MOTION:John Schofield SECOND: Diane Golden VOTE: 6-0-1 (Brian Doyon recused) APPROVED WITH 5 CONDITIONS: 1. The approval is subject to Town Council approval of encroachments on the Town -owned stream tract . 2. The applicant shall enter inlo an encroachment egreement with the Town of Vail for all new and existing encroachmenls on Town-owned property. 3. No grading shall occur in the flood plain and all grading issues shall be worked out with staff prior to DRB approval. 2. Updated 8/14 4pm J. b* ,, That there be a provision to provide access to a streamwalk. 5. That parking be added if lhe basement is finished. A request for an amendment to a previously approved development plan for the Timber Falls Development, located ai 4469 Timber Falls CourUunplatted. Applicant: RAD Five L.L.C., represented by Greg AmsdenPlanner: Dominic Mauriello MOTION: Galen Aasland SECOND: Brian Doyon VOTE: 6-1 (Greg Moffet opposed) DENIED A request for a major amendment to SDD #4, to allow for a fractional fee club and a change to the approved Development Plan, located at 1325 Westhaven Dr., Westhaven Condominiums/ Cascade Village Area A. Applicant: Gerald L. Wurhmann, represenled by Robby RobinsonPlanner: George Ruther MOTION: Galen Aasland SECOND: Brian Doyon VOTE: &1 (John Schofield opposed) APPROVED WITH 14 CONDITIONS: 1. That the applicant appear before the Town of Vail Design Review Board for a conceptual review of the proposed major amendment prior to appearing before the Vail Town Council for final consideration of the request. Any and all issues identified by the Design Review Board at the time of the conceplual review shall be addressed prior to appearing before the Town Council. 2. Thal ihe applicant submit a detailed contractoFs cost eslimate identiffing the costs necessary io relocate lhe existing overhead utility line along the applicant=s north property line underground, and that the applicant establish a financial bond with the Town of Vail in the sum of 125% of ihe said relocating costs to insure the undergrounding of the utility line. 3. That the applicant regrade and revegetate the knoll located at lhe northwest corner of the development site at the time of the flnal grading of the Westhaven Club & Lodge. Due to the exposure and aspecl of the hillside, the knoll shall be regrading to slopes not exceeding 3:1. The regrading shall be reviewed and approved by the Town Engineer. 4. That the applicant provide Type lll Employee Housing Unit deed-restrictions , which comply with the Town of Vail Employee Housing Requirements (Title 12, Chapler 13, of the Town of Vail Municipal Code) for each of the 21 employee housing units, and thal said deed-restricted housing be made available for occupancy, and that the deed restrictions be recorded at the Office of the Eagle County Clerk & Recorder, prior to requesting a Temporary Certificate of Occupancy for the Westhaven Club & Lodge. 5. That the applicant submit delailed civil engineering drawings of the required off- site improvements (streel lights, drainage, curb and gutter, sidewalks, grading, etc.) to the Town of Vail Public Works Department for review and approval prior lo the issuance of a building permit. 2 3. 4. Updatcd 8/14 4pm 6. That lhe applicant record a twenty foot (20') wide pedestrian/bike easement for that portion of pedestrian/bike path traversing the applicant=s property and as identified on the Topographic Map prepared by Intermountain Engineering Ltd., dated 12122194, and that said easement be recorded at the Office of the Eagle County Clerk & Recorder, prior to the issuance of a building permit. The exact location and language of the easement shall be reviewed and approved by the Town Attomey and Town Engineer prior to recordation. 7. That the applicant provide written documentation from the Public Service Company granting approval of the construction of the Westhaven Club & Lodge in the location identified on the site plan relative to the high pressure gas line. Written approval shall be granted prior to lhe issuance of a building permit. 8. That the applicant record an access easement along the east property line for ihat portion of the driveway and access and trash enclosure which encroaches upon the adjoining property and that said easemenl be recorded al the Office of the Eagle Counly Clerk Recorder. The exacl location and language of the easement shall be reviewed and approved by the Town Attorney and Town Engineer prior io recordation. 9. Thal the applicant explore altematives to the proposed parking plan and provide all of the required parking spaces (58) on-site as requested by ihe Vail Town Council. 10. That the final landscape plan and architectural elevalions be reviewed and approved by the Town of Vail Design Review Board. 11. That the approval of this major amendment to Special Developmenl District #4 shall become lapsed and void one year from the date of a second reading of an ordinance amending ihe dislrict, and that should the approval lapse, the applicant shall be required lo remove the Aruins@ and restore and revegetete the site by no later than October 31 , 1999. A bond providing financial security to ensure that said removal occurs shall be required following second reading of an amending ordinance. lt shall be the applicanl=s responsibility to provide a cost estimate of the removal work. The bond shall be a mlnimum ot 125% of the removal costs. 12. That the applicant revise and submit an amended site plan, landscape Plan, and grading plan indicating improvemenis to the existing boulder retaining wall along the east side of the access driveway. Each of the plans shall be reviewed and approved by the Town staff and the Design Review Board. 13. Thal the surface parking lot be heated. 14. That the applicant pay-in-lieu for 10 parking spaces. A request for a CCI minor exterior alteralion and site coverage variance io the Vail Village Club, located at 298 Hanson Ranch Road/Lot C, Block 2, Vail Village 1sl. Applicant: Remonov, Inc., represented by Gies ArchitectsPlanner: George Ruther MOTION:John Schofield SECOND: Ann Bishop VOTE: 7-0 o UpdatcdE/l44pm I I APPROVED WITH 1 CONDITION: 1. That ihe existing roof-top mechanical equipment be screened lo staff s satisfaction. 5. A request for a worksession to discuss a major amendmenl to SDD #4, io allow for lhe use of the iennis facility for special events and conference facilities, located at 1300 Westhaven Dr./ Cascade Village Area A. Applicant: Vail Cascade Hotel and Club, represented by Chris HanenPlanner: George Ruther WORKSESSION - NO VOTE 6. Information Update 7. Approval of August 10, 1998 minules. The applications and information about the proposals are available for public inspection during regular office hours in the project planne/s office located at the Town of Vail Community Development Department, 75 South Frontage Road. Sign language inierprelation available upon request with 24 hour notification. Please call 479- 2356, Telephone for the Hearing lmpaired, for information. Community Development Department FROM: DATE: SUBJECT: MEMORANDUM Planning and Environmental Commission Community Development Department August24,1998 A rsquest for a conditional use permit for a proposed addition t0 the Vail Interfaith Chapel, located at 19 Vail Roadi Tract J, Block 7, Vail Village 1st. Applicant: Vail Interfailh Chapel, represented by Gwathmey/Pratt Architects Planner: Dominic Mauriello I. DESCRIPTION OF THE REOUEST This site is zoned General Use (GU) which allows churches and related facilities subject to the review and approval of a conditional use permit. The applicant is requesting a conditional use permit to allow the construction of a new building on the premises. The proposed two-story struclure will house clergy offices and consultation areas. All of the existing surface parking spaces will remain substantially as they are today and 6 additional spaces will be provided. The proposed structure will be constructed on an area of the lot behind the existing Ghapel and complies with the 50' Gore Creek centerline setback and the 1Oo-year flood plain. Adjacent to the chapel property is a portion of the Town-owned stream tract. The stream tract is dedicated for open space, recreation and access to the Gore Creek. The Chapel's original and current proposals include improvements on the Town's stream tract. The Ghapel obtained permission from the Town Council on August 6, 1996 to proceed through the review process, however, the Councildid not give wholesale approval of the encroachments on Town of Vail property. Additionally, the Councildirected staff to minimize the Chapel's impacts on the Town's stream tract. Slaff and the Councilgave the applicant generaldirection to maintain a 30' building setback from the top ol the stream bank on the Town owned property. The existing Chapel building encroaches onto the Town owned stream tract with a footprint of 200 sq. ft. The proposed building encroaches on the Town owned property with a footprint and stairs of 440 sq. tt. and the extended parking area encroaches with an area of 1,035 sq. ft. ll. ZONING AIIIALYSIS The development standards for the GU district are determined by the PEC. The PEC must dstermine what development standards are needed on a site specific basis. The proposed standards are as presented on the site plan and building plans for the site and summarized in the following table: Zoning: Lot area: Standard General Usa (GU) 31,611 sq. ft. (0.726 acree) Allou|ed GU Exlstlns Propo3ed Total 28' highest ridge/29.5' to top of cupolaBuilding height: PEC nla Landscape area: PEC Site Coverage: PEC Parking: PEC 13,950 sq. tt. (4o/"1 10,400 sq. ft. (33%) 4,514 sq. ft. (14o/ol 7,264sq.ft. 123/") 31 spaces 37 spac€s III. REVIEW CRITERIA FOR THIS REOUEST The code criteria for review of a conditional use permit are included below. In addition to the conditional use critsria, staff has included the purpose statement from the zoning code, as we believe this will help the PEC in its evaluation of the request. The Vail Interfaith Ghapel is located in the General Use (GU) zone district. According to Section 12-9C-1of the Zoning Regulations, the purpose of the GU district is: to provide sltes for public and quasi-public uses which, because of their special characteristics, cannot be appropriately regulated by the development standards prescribed by other zoning districts, and for which development standards especially prescribed for each particular development proposal or project are necessary to achieve the purposes prescribed in Section 12-1-2 and to provide for the public welfare. The General Uso District is intended to ensure that public buildings and grounds and certain types of quasi-public uses permitted in the District are appropriately located and designed to meet the needs of residents and visitors to Vail, to harmonize with surrounding usos, and, in cases of buildings and other structures, to ensure adequate light, air, open spaces, and other amenities appropriate to the permitted types of uses. A church shall be permitted in the GU zone district subject to the issuance of a conditional use permit in accordance with the provisions of Ghapter 16, Conditional Use Perrnits. For the PEC's reference, the conditional use permit purpose statement indicates that: in order to provide the flexibility necessary to achieve the objectives 0f this title, specified uses are permitted in certain districts subject to the granting of a conditional use permit. Because of their unusual or special characteristics, conditional uses require review so that they may be located properly with respect to the purposes of this title and with respect to their affects on surrounding properties. The review process prescribed in this chapter is intended to assure compatibility and harmonious development between conditional uses and surrounding properties in the Town at large. Uses listed as conditional uses in the various districts may be permitted subject to such conditions and limitations as the Town may prescribe to insure that the location and operation of the conditional uses will be in accordance with the development objectives of the Town and will not be detrimental to other uses or properties. Where conditions cannot be devised, to achieve these objectives, applications for conditional use permit shall be denied. The conditional use permit consideration of factors are as follows: 1. Relatlonship and impact of the use on the development obiectlves ol the Town. Staff believes the proposed use and the additional building are consistent with the development objectives of the Town. This quasi- public use provides benelits to a wide cross-section of the Town of Vail citizens. 2. The effect of the use on light and air, distributaon of population, transportation facillties, utilitles, schools, parks and recreatlon facilities, and other public facilities nEeds. Staff believes the proposed building addition will have little impact on these criteria. The facilig will add additional building mass to the site, but this additional mass will have little impact on adjacent properties with respect to light and air. 3. Etlect upon traffic with particular reference to congestion, automotive and pedestrian safety and convenience, traffic flow and control, accssti, maneuverability, and removal of snow from the street and parking areas. The existing Chapel cannot accommodate all of the parking demand on peak days on the subject property. The Chapel has agreements with adjacent properties to share parking. The proposed building will provide offices and consultation areas for the different faiths utilizing the Chapel. The seating capacity of the Chapel remains unchanged. Staff believes that the proposed building addition and the proposed use ol this building will not increase the parking demand on-site but will simply alleviate a crowded otfice condition found on-site. Additionally, the proposal provides 6 additional parking spaces. Staff believes that these parking spaces will help alleviate the crowded parking demand on peak days. The proposal also includes the heating of the parking area and entire drive out to Vail Road thereby reducing the need for snow removal on- site. !( 4. Etfect upon the character ot the area in whlch the proposed use is to be located, Including the scale and bulk of the proposed use in relatlon to sunounding uses, Staff believes the proposed building is consistent with the character of the area and is consistent with the existing chapel building located on- site. The Plannlno and Environmental Commission shall make the followino findinos before orantino a conditional use oermit: 1. That the proposed location of the use is in accordance with the purposes of the conditional use permit section of the zoning code and the purposes of the district in which the site is located. 2. That the proposed location of the use and the conditions under which it would be operated or maintained would not be detrimental to the public health, safety, or welfare or materially injurious to properties or improvements in the vicinity. 3. That the proposed use would comply with each of the applicable provisions of the conditional use permit section of the zoning code. IV. STAFF RECOMMENDATION The Community Development Depaftment recommends approval of the conditional use permit allowing new building on-site subject to the following flndings: 1. That the proposed location of the use is in accordance with the purposes of the conditional use permit section of the zoning code and the purposes of the district in which the site is located. 2. That the proposed location of the use and the conditions under which it would be operated or maintained would not be detrimental to the public health, safety, or welfare or materially injurious to properties or improvements in the vicinity. 3. That the proposed use would comply with each of the applicable provisions of the conditional use permit section of the zoning code. The recommendation of approval is also subject to the following condltions: 1. The approval is subject to Town Council approval of encroachments on the Town -owned stream tract . 2. The applicant shall enter into an encroachment agreement with the Town of Vail for all new and existing encroachmenls on Town-owned property. 3. No grading shall occur in the flood plain and all grading issues shall be worked out with staff prior to DRB approval. 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'l :t ,/" : , .., ii =r*v=t, .."Sffiza lft7?:'-..fr "/ f ')-? ,'.i ,, ll, IT,'i! i rti /.te/#!, /t ,/l {;,k*.2{"' .-,'r"t - - g:;." rl j;;;ffi"^ii.,;,24t''':Tl #' d,' ' rl,,'{t,' /-l-#nt / ,i il'' flll ,j/;#r tr t JIJ <f I Ei c'" /l----_ v--- ,'rx ll-lnFglit il il;lil_Jt lt''l tl _llilillliiri, $8lii1're/oooeo l-,JodlI rsdyHr HrrvrurrNr rrv^ lltlFliii-uisJ I r. IFi ib" ; )! r u;i$l il ,!:i ;l::id ovoa iMA @E rE;] I rriiul l,F;;iti i;i;;;lsi*ii I rl*il S! l$,liiil -' Efu]o+N >\) os qq rI o'f't l$'if$$ (,o cls- '\8,- .'.RhlsR:leSd{!' <c-*db -+1t<a----."- oqvuqtoat 'rrva .9t!I I tcr[ rrl .a_xcola .r_utv8r .qyo! lrva 6t CNIflInS UUTNSC I,UTSINI'{ .ASN.IUdVHC IIJIV.{UUINI TTVA MilTtr !fE+ z s -: FI z f oo'\ IH KHlpt i I-r' I I W @ilTE gl ,,# h/,# Wg )& @ilTtroqwqoo rtl-u rr r rcru rvi z-pon r-&rrr .rlrr[ rrr ar UtrINSC .f,UISIND{ ASN lgdvH3 HIIV.{USTNI TIVA r? E9- Fi, F. l; 9li Fsl EI @ @ilTET lq tl++ z z I !r! tii-o- z r'l cn F 3 I t, i!t! I !#$r ii I il i!ri I @ @ilrtr z F r:t{ Fa) z rJ FT hl I ottr 5l It {?M MilTtr ( + li t,ti€- <l I 'lZl'1 E-- li A|i 1 t o Driver: @ 2. FlLt cllil upd,ted,D^4pm PI-ANNING AND ENVIRONMENTAL COMMISSION Monday, Juty 27, 1998 FINAL AGENDA Project Orientation / LUNGH - Community Development Department 12:30 p.m. MEMBERS PRESENT MEMBERS ABSENT Greg Moffet John Schofield Galen Aasland (2:10p.m.) Diane Golden Ann Bishop Brian Doyon Tom Weber Site Visite : 1. VailChapel - 19 Vail Road 2. Cascade Village - 1325 Westhaven Drive 1:15 p.m. Dominic NOTE: lf the PEC hearing extends until6:00 p.m., the board will break for dinner from 6:00 - 6:30 p.m. Public Hearing - Town Council Chambers 2:00 p.m. 1.A worksession to discuss a conditional use permit for a proposed addition to the Vail Interfaith Chapel, located at 19 Vail Road/ Tract J, Block 7, Vail Village 1st. Applicant: Vail Interfaith Chapel, represented by Gwathmey/Pratl ArchitectsPlanner: Dominic Mauriello WORKSESSION - NO VOTE (final hearing August 24, 1998) A requesl for a major amendment to SDD #4, to allow for a fractional fee club and a change to the approved Development Plan, located at 1325 Weslhaven Dr., Westhaven Condominiums/ Cascade Mllage Area A. Applicant: Gerald L. Wurhmann, represented by Robby Robinson Planner:George Ruther TABLED (to subsequent meeting, once applicant has resolved issues with staff). "??r:t 1 ::lg '; i-U '3*l' ufia*d7t274pm 3. A request for a conditional use permit lo operate a bed and breakfast, tocateO at ?-65 Forest Road/ Lot 8, Block 2, Vail Village 6th. Applicant: Tom & Cindy JacobsonPlanner: George Ruther WITHDRAWN 4. Information Update 5. Approval of July 13, 1998 minutes. The applications and information about the proposals are available for public inspection during regular office hours in the project planne/s office located at the Town of Vail Community Development Department, 75 South Froniage Road. Sign language interpretation available upon request with 24 hour notification. Please call 479-2356, Telephone for the Hearing lmpailed, for information. Community Darelopment DePartment Sep l? 98 O4:3Op Claudia l-lccauses 9?0-4?A-1612 , sap- 16-9,, 03:ZEp,Ja".. E nw i rorrorenta I sor .r2=, -a." rhl\ et^sel. 7.2 P _O2 3 MONTAI{E T^-f\1/1,'l /r,l\e_lct ' ENVIRONMENTAL SOLUTTONS, Ltd. n vq;l(d', 1CI DAIT: lltQlvt RF: MEJVIORANDIIM Mh:hrcl Ci*cwic Septr.rlher lG lO98 Nir:olo Riylty WHII ANI)S l)[Tl l(Ml\A I tr)N fR ULrs[I) t N,,\\v)t,i \,.,U, ( I [\ttl At tll' rtrque.t trl' (ivattrrlor Pran Arehire.ct* (Clicnt), M(lnr:tne l.lnvinrnmcnrll S Jrrtions. l.rrl.(MrrnBrnrr) crxrrluted u site visit to tfi. y"11 Chapd (Sitr), r:n Sr:p(cmher 14. tc)!)8 ro dctr.rnrinc if iurisdictional wrtlands arc pr6..nt witLlrr rlre prt4,t *cd cqranshrn arca. Actrr,{ing ttr tlr t JS Arnry Crrrp5 ol'Erginen ((irryr) wrthnrir lrc 'rh,rse lrcur r h.rr arc inurrr'larcrl orranrnd t\t sutthce or flr.)und urrtcr rt r frcrlrency arrrl rhrntitrrr rufficimt to nrpp11n, anrt rhnt untltr nonnal r:trrxlitictru ,lo rt44,r.rrt, a prrvllor.:e of w.Brntion typir:alty atlalrfd fir lilr. in :tontnrttl gril c.onditiorr".' vclands fining tl'tre crireria l?rll unrlrr tlre iurr."diairm 'f rlrr coqx. Thc arca ourlinrd ut-*ite by rhc Client is tr*lrrndnantly rllcrurberl grrnrnrl witlr lreas rrf turl rnal lix rccrratirm and lrrune arcits trf tilt, 1 I'c orrrr perirnettr uac cxtrcorely weqly widr thinlrs lrri oggg:sivr.: Ara*r spt*ics. Inclrrlcd in rlrir tli*trrrherl arcr was a ll.lr trl, 1}ft -sccritn .rt ..lrrub willw. A Jrt rtxrph er.enrinalion o[ tlrt ltrhmeuu.{ vrSpt&lion heneath tLc wilttns and rligryinp l sil pit to a dryrh'rl' lplrtrrimatdv l6inclrcs, rtrralcrl nu lrydroplwtlt: prund vrguErion, no hyrlnrttry.v inrlkurors rn{ n1 indicaton of'a lrvdric roil lVillt.ltn is ruralty on indic-arrrr of wetlsnrl <nrrliftrqq lut in this r:sc ir {ppsrrr thar rhe wtlln, (solir krnili) ir no kmgr nrnnccred t. rhc lrxltohre}' tri('i.n crcck and bcrrrg appnuimatch twenry f6st drrwe dre rlprrian <r.nyidor is rrrtxr. lildy nrlw rr:cu;rying an ot,l riwi teffitcf, No wclanrtr tininr thc rlcltnitiorr ,'tf the Crrlx wcre irlcnilfierl within tIrc lxtuttilnn rrf tlx prr{xxerl eitpnnsirm lr rrutlincrl in drr: sirc visit. Thi,r lctter glulrtd prcwidr srrflicicnt wirlcnce tlrnt rrr.r (ixpa totilicotion i.r rcrluirerl lirr rhrs rlwrlqnuenr. Hrrurevcr, Mortane investlg,rral only thtxr arcar witlrirr the otrrer limitr ol'rfie Charxl crlrorsion a-r rrrtlinerl by tlur Clitnt ruraire cn{ rrc.rl,!nit.* t}ret wcrl:rn.lr a$ocaatcd uith Gorc CrtGt nppear tu hc rrnly a slxrrt rlirtatce anra,v. On thas hrqiq aftrlute cnuion cr)trtrol pnr*rlure* urill be r*'luired ,n the itnnrcdi.rc viciniry o[ rhr Janc-l,qrruent t orrnslary tu prgnr:nr ecrirlentrl dirclrerp into urrtlandr rlonpide Go.r, Crcdi anrl to protcr.r thc (lrcc& irg.lf. Sep 1? 98 O4:3Op Claudia l,lcCauseg 970-4?6-1612 p.3 . sep-ro-9a o3:Z6p la.r,- Envirorrn ntal sol "rl"a -asg p.o3 ll' r{orclopnrcnt witl inclrr{c lny irn }racts, rrurprrrnrT or pcntnlunt h6,rrnrl rtrc hrxlrdary ol11ltnftl hy rhc Clirnt it nry lx prurhnt lo hav€ e tfre hundary rrf u,etlen,{t ,lelincarc,l. This w.rrl.l .n*ur. ,r., impct trr *tthnrt rx rlr:trrmilrc the c.rrccr ctruBc of actitn wirh rle Cerqx. llxru haw rny .luclraon pftnrt, d.r n,* heritarc to crtl mc at (920) ]l&6t 5E, Sincercly /AFrl\ Nio6, Vr+U"^^ Nicola Ripky UItincipl $imFt June26,1998 ftlr. D'smi,nic llaurbllo AICP, Tovn Planner Corrrunity DevelopmentTown of Vail TSSorrth Frcntage Road West Vail,CO 81657 fio: VUI ffitfalth CfEpcl Addtdon - Apprwat Procecs ApplbN0on tor Condltlonel tlae Permlt Dear Dominic: Wemuts flte$etttrand PE.C. boneidertheaboyegoledanw. We had odginaly submilbd $bin 1096. Th€ plan is baslcafit$e samerrilh the following exeptbns: 1. The undaryrmd parking b no longer in coneileration. 2. Th€ prolect is scabd back; iltam will be no upper leyel. 3. ThoB ririll bs addilional on grada parldng spaoee and pad<ing and ddvervays will be fiowndbd. 4. The bufrling b *nilar and the location is the 8ame. A€sufiting Sre '96 application ie on file at yow offioe, could you rwiow and bfi us know what cboulcneed b have a complete applbation. Sincercly, P.C. ElvG/cm Endoaums Coplas to: Cad Walker Randy Voebeck o AP GENERAL INFORMATION This application is for any projcct rcquiring approval by thc Planning and Environmcntal Comnrission. For spccific information. scc thc submittal rcquircnrcnts for thc particular approval that is rcqucstcd. Thc application can not bc acccptcd until all rcquircd information is subnrittcd. Thc project nray also nccd to bc revicwcd by thc Town Council and/or thc Dcsign Rcvicw Board. A. TYPE OF APPLICATION: tr Additional CRFA (250) fl Bcd and Brcakfir-st tr/ Conditional Usc Pcrmit tr Major or D Minor Subdivision tr Rczoning tr Sign Variancc tr Variancc O Zoning Code Amcndmcnt B. DESCRIPTION OF THE REOUES' TOrfN OFVAIL Qrrcstiof Call thc Planning Suff at 479'2118 PI.ICATION I.'O R PI,ANNI NG A ND ENVI RONfV' ENTAI. COMMISSION APPROVAI, . ,\ rn,548'Oltt I'tv J tr Anrcndmcnt to an Approvcd Dcvelopmcnt Plan n Employce Housing Unit (Typc; _)tl Major or tr Minor CCI Extcrior Alteration (VailVillagc) D Major or O Minor CCII Extcrior Altcration (Lionshead) tr Spccial Dcvclopmcnt Districttr Major or El Minor Anrcndmcnt to an SDD DESCRIPTION OF THE REQUEST: c. D, E, I-OCATION OF PROPOSA I]UILDINC NAME:aoN4€ADDRESS: ZONTNC: 00Nnn-rn.-lNr,- t",lrrza NAME OF OWNER(S): MAILING ADDRESS F. OWNER(S) STGNATURE(S): G. NAMEOFREPRESENTATTVE: MAILINCADDRESS: FEE - SEE THE SI.'BMITTAL REQUIREMENTS FOR THE APPROPRIATE FEE. SUBMIT THIS APPLICATION, ALL SUBMITTAL REQUIREMENTS AND THE FEETO THE DEPARTMENT OF COMMIJNITY DEVELOPMENT, 75 SOUTH FRONTAGE ROAD, vArL, coLoRADO 81657. For Office Use Only: Fec Paid:Ck#:- By: Application Datc:PEC Mecting Datc; ITLOCK_A- FILING I UAF H. Rcvird &96 II. suBMIrrAL *?u,*r*"Nrs FoR A coNDtrlonn0rt 'ERIVIIT pnr'-Appr-rcATlol.t coNrpR eNcp e prc-application confcrcncc with a planning staff mcmber is strongly cncouragcd. No application can bc'acccpicd unlcss it is complcte. It is thc applicant's rcsponsibility to makc an appointmcnt with thc staff to dctcrminc additional submittal requircmcnts. SUBMITTAL REOUIREMENTS FEE $200,00, Thc fec tugut be paid at thc time of submittal' Stamped, ad{ressed envelopes and a list ofthe names and maiting addresses ofall propcrty owncrs adjacent to thc subjcct propcrty, including properties behind and across sbeets. Thc applicant is reiponsible for correct names and nraiting addrcsscs. This information is available trom the Eagle County Assessor's officc. 'i A description ofthc prccisc naturc ofthc proposcd usc and its opcrating cbaracteristics and measures p.opor.i to rnake thc usc compatiblc with othcr propcrties in thc vicinity. The dcscription must also addrcss: l. Rclationship and impact oftho usc on dcvclopment objcctivcs ofthc Town:' 2. Effcct of thc use on light and air, diskibution ofpopulation, transportation facilitics, utilitics, schoots, parks and rccrcation facititics, and othcr public facilitics and public facilities nccds' 3. Effcct upon haffic, with particular rcfcrcncc to congcstion, automotivc and pcdcshian safcty and convcnicncc, &affic flow and conhot, acccss, mancuvcrability, and rcmoval.of snow from thc shccts and parking arca. 4. Effcct upon thc charactcr ofthc arca in which thc proposcd usc is to bc locatcd, including thc scalc and bulk ofthc proposcd usc in rclation to sunounding uscs. A prcliminary titlc rcport, including schcdulcs A and B, to vcriff owncTship and cascmcnts. lf thc building is condominiumized, a tctter from thc condominium association in support of the proposal must bc submitted to staff. Four (4) copies of the following: An improvement suwcy of the propcrly showing propcrty lines, locations of all improvcmcnts; topography. and natural feahues. A site plan at a scale ofat least l" = 20' showing proposcd dovelopment ofthe sitg including topography, building locations, parking, haffic circulation, uscable open spacc' landscaped areas and utilities and drainage fcahucs. Building elevations and floor ilans, at a scalc not smaller than onc-eighth inch cquals onc foot. o o o I .l I o tr o o o Page 1 of2 o ccc.ssary o dctcrrnincdCl Any additiorral llrltcrial n for thc rcvicw of thc applicatron as bv thc Administrator. For intcrior modifications, an inrprovcnrcnt survcy and sitc plan nray bc waivcd by thc Adnrinistrator. PLEASE NOTE THAT ONLY COMPLETE APPLICATIONS CAN BE ACCEPTED. ALL OF THE REQUIRED INFORMATION MUST BE SUI]MITTED IN ORDER FOR THIS APPLICATION TO BE DEEMED COMPLETE. TIME REOUIREMENTS A.Thc Planning and Environnrcntal Commission nrccts on thc 2nd and 4th Mondays of cach month. A complctc application form and all accompanying matcrial (as dcscribcd abovc) must bc acccptcd by thc Community Dcvclopmcnt Dcpartnrcnt by thc appropriatc subnlittal date, which is a minimum of four (4) wceks prior to thc datc of thc PEC public hcaring. Incomplctc applications (as dctcrmined by thc planning staff) will not bc acccptcd. All PEC approvcd conditional usc pcrmits shall lapsc if conslnrction is not commcnccd wiftin onc ycar of thc datc ofapproval and diligcntly pursucd to complction, or ifthc usc for which the approval is grantcd is not commcnccd within onc year. ADDITIONAL REVIEW AND FEES If this application rcquircs a scparatc rcvicw by any local, Statc or Fcdcral agcncy othcr than thc Torvn of Vail, thc application fcc shall be incrcascd by $200,00. Examplcs of such rcvicw, may includc. but arc not linritcd to: Colorado Dcpartntcnt of Flighway Acccss Pcrmits, fumy Corps of Enginccrs 404, ctc. 'Ihc appliciutt shall bc rcsponsiblc for paying any publishing fccs which arc in cxccss of50% of thc application fcc. Il at thc applicant's rcqucst. any nrattcr is postponcd for hcaring, causing thc nrlltcr to bc rc-publishcd, thcn, thc cntirc fcc for such rc-publication shall bc paid by thc applicant. Applications dccrncd by thc Conrrnunity Dcvclopmcnt Dcpartmcnt to havc dcsign. liurd usc or othcr issucs which nray havc a signifrcant intpact on thc community rnay rcquirc rwicw by consultants in addition to Town staff. Should a dctcrnrination bc nudc by thc Town staff that an outsidc consultant is nccdcd, thc Comnrunify l)cvclopnrcnt Dcpartmcnt rnay hirc thc consultant. Thc Dcpartmcnt shall cstimatc lhc antount of monry ncccssary to pay thc consuttant and this amount shall bc forwardcd to thc Town by thc applicant at thc tinlc offiling an application. Expcnscs incurrcd by thc Town in cxccss ofthc amount forwardcd by thc applicant shall bc paid to thc Town by thc applicant within 30 days of notification by thc Town. Any cxccss funds will bc rctumcd to thc applicant upon rcvicw completion. I1 l. ry. B. t], C. I I Pagc 2 of 2 (D * rrrl.E GUARANTEE *nU July 21, 1998 Praperty Address: TR J. VATL VILTAGE, / T lcwauo.rey ARcnrrEcrs1000 SO. FRO!0TAGE RD. tr. #102vAIIr, CO 91657AIETII CIAUDIA FN( 476-1512 Copies: t via US postal Service Our Order FIRST FII,ING -- r alrJrt I t-A|ll,r.I TLE trI'AF|ANTE-TD; Ig70-{?6{ 534 PACE I/9 No.: V252618 EEsr '"{'::+:{rr coPY ..{!: .r!f I{" AVA'rAglf rAvB zaa July 21 , 1998 Buyer/Borroner: . SeLler./owner: Dropercy ^[dilress: Our Order No.: v26261g TEE VAIL RELTGIOUS FottlfDAtroN, INC.,. ACOTONADO NON-PROFIT CORPORATI6N TR, J. VArL VTLLAGE,FIRSI FILING If you have any inguiriesconEact one of the numbcrs For Closing Assistance: Phone:'Fax: or.requite further assistance, pleaseIisEed below: TIiANK YOU FOR YOI'R For Tit,Ie Asslsgance: TITI,E DEPART}IEIII 108 S. FRO!mAG8 RD r{.\aIL, Co 81558phone: 97o 4?6-2ZSL Pbone:Farc: 97O 4?6-4524 ORDER! ag 4IIICAGO TITLE INt ttf ALrA coMff;"":T? SCXIEDULE A Our Order * II2G2G1B For fnformation 0n1y TR J. VATI/ VILI,AGE, PIRST FIIJTI{G - Charges Ai-ca Owner policy g17o.oo- - TOTAIJ - - $17O.OO *f* 'IlfJS I: I9I JN TNVOICE, BUr A}I ESTTMATE OF FEES. WIIEN REEERRIIiGTo rllrs ORDER, prJEAsE REFERENCE om onoen No. v262518!'|AI(E clIEcKs PAYABLB To I,AND TrrLE GuARANTEB.g91,1ptrgy-i*, 1. Effecrive Daee: June 22, I99g ac 5:OO p.M. 2. Policy Eo be issued, and proposed, fnsured:. I|ALTAI Owner,s policy 10_1?_92 Proposed Insurcd: CORPORATION 3. rhe escaEe or inceresE in Ehc land dcscribed, or referred t,o inthis Cormi trnent and cowered herein is: A Fee Simple 4- TiEle Eo the estate or interest covered herein is ac Eheeffecc,ive date hereof vesced i.n; filE vArIJ RELrcrous rauNDATroN, rNc., A coLoRADo NoN-pRoFr?CORPORA?ION 5. Ttre land referred co in t,his corEnitnenc is described asfollows: A PART OF TRACT ,f, VATL VTLIAGE FIRST PTLING, TOWN OF VA,II,,COT'NTY OF EAGI,E, STATE OF COLORADO, MORE P.ARTICUIARLY DESCRIBEDAS FOLIOWS r BEGINNING AT TI{E NOR.TTIEAST CORNER OP SAID TRACT .J, ALSO BEING APOINT ON TIIE !{EST RIGHT OF WAY OF VAII R.OAD, SATD POINT BEINGTl{E TRUE PorNt oF BEGTNNTNG; THENCB AIJoNc rHE NoRTIt BoIJ}IDARY oFST,TD TRAgr J, N. ?5 DEGREES 27 MINUTES OO SECONDS W. A DISTAI{CE PAGE 1 ...-5 rrrrFr]tA.! I EE IlJ: I:t7u.l7Eiq53.l ft** rrrl.E rNsuR.alrcE coMU AIJTA COMMTTMENT SCITEDUIJE A otrr Order # V2626]-g oF 296'27 PBEI; THBNCE s. 13 DEGREES 5? MTNUTES 30 sEco![Ds rr. ADISTAI{CE OF ].9.18 FEEr; THENCE. i.-ig DEGREES 59 MINTTIES OOsgcl)xDs E. A DrsrANeB or r5g.er-ieir, TsEr,rcE s. 84 DEGREES ozMINUTES OO SECTI{DS--9. A DrSTA}ICE OF Zrg.96 FBET TO A POINT ONrHE !{Esr RrcHT oF. xAl^glvarr. ioml TsENcE A.LoNc sArD erssTRrcrrr oF wAy oN ry-log.owrue rruo tzl cornsss,---rl'". ooDEcREES 23 MrNImEs_oo sEcp![Ds w.- d, orsreuce oF 39.83 FEET To A?onqgN A cuR\E,'-z) e orsrat'lcE op-52.88 FEsr ArroNc rHE ARc oFA C-ttR\IE !O TttE RrcH?, saro crnrra-gAvrNc A RADIUS OF 394.59FEET, A .ENTRATJ AsL^E_gF os oE.REES- 07 MrNrrFEs 51 SECOI.DS o,{D AcHoRD BEARTNG N. 01^! cRsss sE-MrNrnEs 'se-'iiE6mi il]" "DTSTaNCE OF 52-82 FEBT rO rnn rnus-porNf OF gecrxrNNe, couMfyOF EAGLE, STATE OF COIORADO. No?E: lrrE FrNAL potrcy DoEs Not rN ArIy glAy cuARAnrrEE oR rNstRETTIE DIMENSIONS OP 1qC EEOVN-OiTENi;EO IJAIiID, TTIE LEGAI,DEscRrsrroN rs DERTvED pnom urs-drAru oe drr,i-ruo--dFr,v nNAcct RITE guRvEy cAlI DSIBRMTNE frIB trMENsroNs _ FAGE 4/9 PAGE o arrcAco TITLE TNSnRANCE co|'* AL?A COMMITMENT SCEEDULE B-SECTIONl (Requiremcncs)otrr Order * v252618 .SE$ATE BILL 98-045 STIEIESTTIIAT.EFFECTTVE JTJNE 1, 1998.?HEFEE FOR REQT'ESTS FOR REIJEASES OF DEEDS OF TRUST WILI BE 915.00. ---t"Ote, EFFBCTI1IE JAI{UARY 1, 1993, CORPORATIONS THAT DO NOT MAINTA,IN A PERI,IAIIE}IT PI,ACE OF BUSTNESS IN COIORADO, AIID NONRESIDSI T INDIVIDUATJS, ESTATES Ai{D TRUSTS WrLT BE SI'BJECT TO A COIJORADO I{ITIIHOLDING TA)( FROM TIIE SAI,ES OF COLORADO, REAL ESTATE IN E:KCESS OF S10o,ooo.oo- TIIE !{ITttHOtrDINc TAI(I{ILL BE AIIE SI'IALLER oF Two PERCSMT oF TI{E sALEs PRICE oR THE NET PROCEEDS FROM IITE SALES OF TITE REAI. ESTATE. TIIE TN( WTLL BE WTTHHEI.D BY TIIE TITLE INSURAAICE COMPAI{Y ORITS AGEI{T Al{D SIIBMIII:IED TO fHE DEPARTI'{EI{T OF REVEILIE, WHEREIT WIIJL BE CREDITED TO THE SELIJER'S TNCOME TAX.ECCOI'NI AS AI{ ESTIMATED TA:( PA:N{E!{T. THE SEIJLER CA}I CLATM CR,"EDIT FOR ?HE ESTTMATED PAYME!{T AGATNST T1TB INcoME TAI( I,IABII-,ITY !'GTEN gB OR SIIE FILES A COLORADO RETURII FOR THS YEAR OF TITE SAIJE. The tollowing are the requiremenes Eo be complied with: Ieem (a) Pal'tneDt E,o or tor che aeeounE ol che grangors ormorrgagors of the full consideracion for the elcate or inEerest,to be insured. tcem (b) Proper LnstrrrmenE (s) creating Ehe estrate or inceresrco be insured mugc be execuEed and duly filed for record, to-wiE: Icem (c) Pa]rlnent of all Eaxes, charges or asses$nents leviedand assessed againse tfre subject, pr-rnises qhich arc due andpayable Itern (d) Additional requirement,s, if any disclosed bclow: THIS COMMII'AIENT rS FoR INFORMATION 0NLY, A^lD No PoL,IcY WILL BE ISSUEDPI'RSI'AIIT HERETO. PAGE r-AtiE E /3 ocnrcAco TrTLE TNSTTRANCB COr,rlFt AIJTA COMMITMENT SCIiEDULE B.SECTION2 (Exceprions) Our Order * v262518 PAGE 4 frcaco rrTLE rNsuRN,rcE coMur ALTA COMMITMENT SCXTEDI'LE B-SECTTON2 (Excepcions) lhe policy or porieies co be issued will concain exceptions co chefollowing magcers unless Ehe same are d,isposed of Eo Ehesacisfaction of the Corpany: 1. RighE,s or elains of pareies in possession notr shown by thepublic records- 2. EasenenEs, or claims of easenrent s, noE strown by the pulrlicrecords. 3. Discrepanci.es, eonflices in boundary lines, shorcage in area,encroachment,s, and any-facts which a cgrrecE survey inspection of,. the premises would disclose anit rrhich ar:e noE shown by cnepublic records. 4. Any lien, or rigtrc Eo a lien, for services, labor or macerialhereEofore or hereafc.er lurnlshed, inEosecl by law and nor shor.rnby che public records. 5. DefecCs, liens, encurdbranses, adverse claims or oEher maCters,t! any, creaced, firsc appearing in the pujrlic records oraEtachinE subsequent. to cle eftiec,ive dale hereof buE prior co'' "Ehe daEe Ehe'proposed,insured.acqu,ires. of,. .record for v;lue E,heesc,ate or inEerest or norBgage Ehereon covered by Ehis Cornnricmenc. 6. Taxes or special assessment,s which are noE shown as exiseingliens by the public records. 7. Llens for unpaid nat,er and sewer charges, if any. 8. In addic,lon, Ebe owner, S poticy will be subjecU, to Ehemorcgage, if any. noced under item one of S6ct,ion 1 qf ScheiluleB hereol . .. .LE t'VA|<'IN |. EE r|J: r l'Tgq 7E{ 534 PAGE ?/9 Our Order * V2626Lg 9. RfGHT OF PROPRIEIOR OF A VEIN OR LODE m EXTRACT AI,ID REl,tOvE IIIS ORE THEREFROM SHOI'I.D fiTE SAI4E BE FOI'ND TO PENgfRATg OR IIITERSECT THE PREMISESAS RESER\TED IN UNITED STATES PATENT RECORDED JU1Y 13, 1899, TN BOOK 48 ATgAGE 475. 10. RTGHT OF WAY FOR DTTCIIES OR CANAI,S CONSTRUETED BY TIIE AUrHORIflT OF AHE IJNITED S?ATES AS RESERVED IN UNITBD STATES pAtENT RECORDEDl7uly 13, 1899,IN BOOK 48 AT PAGE 475. PAGE PAGE B/3 cHrcAco rrTT.E rNsuR.Ar.rcE coMuy ALTA COMMITMENT SCITEDI'LE B-SECTION2 (Excepcions) Our Order * vZGZ6Lg . 11. RSSTRICTIVE CO\ENAIITS WHICH DO NOT CONTATN A FOR,FEITI'R,E OR REI'ERTER CIAUSE,Bur oMrrrrNc REsrRrcTroNs, rF AllY, BASED oN RACE, colroR, RELreroN, oR NATIONAL ORIGIN, AS CONIAINED rN INSTRIIMENf RECORDED Augiust, 10, 1962, fN BOOK 174 AT PAGE 179. 12. EASEI'IEM AIJD RIGITI OF !{AY FOR GoRE CREBK AS I? I.,IAY TPFECT SI,B,,'ECT PROPERTY. 13. EASBME}TS, CONDITIONS, RESTRICTIONS AIID RESERVATIONS ON TgE RBCORDED P[,AT OF VAIL VILI,AGE, FTRST FILING. 14. TERMS, CONDITIONS .[IID PROVISIONS OF RESTRTCTIONS AS CONTATNED IN DEED RECoRDED SepEember L4, t973 IN BOOK 231- AT DAGE 94. 15. TERMS, COIIDITTONS AITD PROVISTONS OF RIGITT OF WAY EASEMEIIT AS GRANTED TO EOI',Y CROSS ELECIRIC ASSOCIATION, INC. RECORDED February 23, L977 IN BOOK252 AT PAGE ?79. 16. lgRMS, COITDITIONS AND PROVISIONS OP GRA!0T OF EASEMEIIT RECORDED \Tune 09,1977 IN BOOK 256 AT PAGE 187 A}ID AI4EIIDMENT TTIERETO RECORDED MAY 28, 1981 IN BOOK 323 AT PAGB ?15. PAGE 6 ty ...&Ei t rr.ttt.rttlEE lfr. 1E,79q7E'453{PAGE 9/E LA,ND OrTrrE cuARANt"O cOMPANY DISCIOSURE STATEMBIUT Required by Senat,e Bitl 91-14 A) The subject real property may be }ocaEed in a sgecial taxingdisE,rlctr. B) A certificace of raxes Due listing each taxing jurisdiction may be obtained- fror the couney Treasuier or ifrE cou:rByTrcasurcr,s auehorized agent,. - ' c) Tbe information regardingr speciat dist,ricts and ehe boundariesof, such districEs nray be-obLained from the Board of Countycornmissioners, t'he Councy C1erk and RecordEr, or che couniyAssessor. A) A certificate of raxes Dre liscing each taxing jurisdiccionshall be obtained fronr the County Treasurer oi Etre CountyTreasurer,s auehorized agenc. Villa Oortina l{oneowner r s Association22 West Meadow DrVaiI, C() 81657 I { \\ First Banl< Of Vail- 17 Vail Road Vaj.l, Cl) 81657 Sonnenalp Hotel 20 Vail RoadVail, Co 8'|'657 THIS ITEM MAY AFFECT YOUR PROPERTY PUBLIC NOTICE NOTICE lS HEREBY GIVEN that the Planning and EnvironmentalCommission of the Town of Vail will hold a public hearing in accordance with Section 18.66.060 ot the Municipal Code of the Town of Vail on October 28, 1996, at 2:00 P.M. in the Town of Vail Municipal Building. In consideration of: A request for a setback variance lor a bedroom addition and a garage addition, located at 2704 Larkspur GourULot 5, Block 3, Vail Intermountain. Applicant: Planner: Craig McCully Dominic Mauriello A request to amend Section 18.26.040 of the Vail Municipal Code to add "time-share estate units; fractional fee units and time share license units" as a conditional use in Commercial Core f l, focated al242East Meadow DriveiPart of Tracl C, Vail Village 1st Filing. Applicant: Sonnenalp Properties, Inc, represented by Gordon PiercePlanner: George Ruther A request lor a common area variance and a site coverage variance to allow for the conversion of one interior parking space to common area, located at 200 Vail Road/Part of Lots A, B and C, Block 5C, VailVillage 1st Filing. Applicant: Lodge Tower Condominiurn Association, represented by Stan CopePlanner: Dominic Mauriello A request for a conditional use permit for a proposed addition to the Vail Chapel, located at 19 -Vail Road/Tract J, Block 7, Vail Village 1st Filing. zllpplicant: Vail Religious Foundation, represented by Ned Gwathmey- I Planner: Dominic Mauriello A request for a sign variance to allow for a freestanding sign for a business in a multi-tenant building, located al292E. Meadow Drive/Mountain Haus. Applicant: Leslie and James GlendiningPlanner: Dirk Mason A request for a sign variance to allow tor a window sign greater than 25 feet above_grade.and to allow 0.94 squarafeet of sign area beyond what is allowed, located at Crossroads Shopping Center, 143 E. Meadow Drive/Lot R, Block 5D, VailVillage 1st. Applicant: Linda FriedPlanner: Dirk Mason A request for a minor amendment to SDD # 5 and a conditional use permit to allow for the additlon of conference space, located at 1'l00 N. Frontage Road/SDD #5, Simba Run Building. Applicant: Simba Run Condominium Assoc., represented by Lynn FritzlenPlanner: Dominic Mauriello A reouest for a rezoning from General Use to Medium Density Multi-family, and a request lor the esta6lishment of a Spe;ial Development District to allow for the development of 18 EHU'S' lofiied ;n in unplatied parcel on h portion of Parcel A and part of Block D, Lionsridge Filing # 1 Applicants: Eagle River Water and Sanitation District, the U.S. Forest Service and the Town of VailPlanner: Andy Knudtsen A request for an exterior addition to a master bedroom and bathroom and adding a 3rd floor' uiifizing ine 250 Ordinance, located at 8028 Potato Patch/Lot 4, Block 1, Vail Potato Patch' Applicants: Padraic Deighan and Birgit Toome Pidnner: Dominic Mauriello A discussion item regarding vehicle storage/transportation related businesses in Gommercial Zone Districts. Planner: Dominic Mauriello ilililil/l The aDolications and information about the proposals are available for public inspection during reguldr'office hours in the project planner's office located at the Town of Vail Community Ddvelopment Department, 75 South Frontage Road. Sign language interpretalion available upon requ€st with 24 hotrr notification. Please call 479-2114 voicE or 47$2356 TDD for information. Community oevelopment D€Pattm€nt Published Oaober 11, 1996 in the Vail Trail. l-rdJ '*'. ,. \ VlLla Crtlna Hcrrpolener's AssocLatlqr 22 t{est titea&le Dr Va1f, @ 81557 I First Bank Of Vail 17 Vall bad Vall, @ 81657 Sornenalp tbtel 20 Va1l bacl Vall., @ 81657 o THIS ITEM o PROPERTYMAY AFFECT YOUR PUBLIC NOTICE NoT|cE|SHEREBYG|VENthattheP|anningandEnvironmenta]CommissionoftheTowno|Vail witt hotd a pubtic n""riii'ii'"tloidlnce witn dection 18.66.060 of the Municipal Code of the Town of Vait on Juty B,1s?il;i|;;ffiIfr.':r tii. rJ*n otVail Municipal Buildins. in consideration of: A request tor an exterior addition utilizing the 250 Ordinance, located at 781 Potato Patch/Lot 2'l ' Potato Patch. Applicant: Sissel and Richard Pomboy Pidnner: Dominic Mauriello A request for a worksession to discuss.parking and.retaining yfll!9]qlt variances to allow for the construction or . nri-p?r,indliri ii irie r-oodJ at lionsheid, located at 380 East Lionshead Circle/Lot 6, Block 2, Vail Lionshead' 2nd Filing' Applicant: Lodge at Lionshead, represented by Ric Fields Pidnner: Dominic Mauriello A reouest for lront and side setback variance to allow for a residential addition to the Messenbaugh liiiOtnG, ncaieO it SzO Fairway CourVLot 5, Vail Village 1Oth Filing. Applicant:RobertandHi|degardMessenbaugh,representedbyMikeGuidaPlanner: George Ruther A reouest for worksession to discuss a conditional use permit for a..proposed addition to the Vail . Chadel, located at 19 Vail Road/Tract J, Block 7, Vail Village 1 st Filing. I..{Epplicant: VailReligiousFoundation ZFianner: Dominic Mauriello A request for a conditional use permit, q dellgity and front setback variance to allow for.a. Type 1l EHU above tne exiitin-g garaSeibcried iiZez'nocxteOge Road/Lot l3A, Block 7, VailVillage 1st Filing. Applicant: Steve KirbYPidnner: Dominic Mauriello A request for a setback variance to allow for a snowmelt boiler lo encroach 5.5 feet into a sideyard setbirck, located at 2049 Sunburst Drive/Lot 1, Vail Valley 4th Filing. Applicant:Landon and Mary Hilliard, represented by Larry Eskwith George Ruther ililllllll Sign language interpretalion available upon request wilh 24 hour notification. Please call 479-21 14 voice or 479'?356 TDD for information. Community Development Department Published June 21. 1996 in lhe Vail Trail. Planner: THIS ITEM MAY AFFECT YOUR PROPERTY PUBLIC NOTICE NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of Vail will hold a public hearing in accordance with Section 12-3-6 of the Municipal Code of the Town of Vail on July 27,1998, at 2:00 P.M. in the Town of Vail Municipal Building. In consideration of: A request for a conditional use permit to operate a bed and breakfast, located at 765 Forest Road/ Lot 8, Block 2, Vail Village 6th. Applicant: Tom & Cindy JacobsonPlanner: George Ruther A request for a conditional use permit for a proposed addition to the Vail Inierfaith Chapel, {ocqted at 19 Vail Road/ Tract J, Block 7, Vail Village 1st. -Yl[icant: Vail lnlerfaith Chapel, represented by Gwathmey/Pratt Architects?laifner: Dominic Mauriello n request for a major amendment to SDD #4, to allow for a fractional fee club and a changelo lhe approved Development Plan, located at 1325 Weslhaven Dr., Westhaven Condominiums/ Cascade Village Area A. Applicant Gerald L. Wurhmann, represented by Robby RobinsonPlanner: George Ruther The applications and information about the proposals are available for public inspection during regular office hours in lhe projeci planne/s office located at the Town of Vail Community Development Department, 75 South Frontage Road. Sign language interpretation available upon request with 24 hour notification. Please call 479- 2356, Telephone for the Hearing lmpaired, for information. Community Development Department Published July 10, 1998 in the VailTrail. ,rpfi ,rrrwu @ tmorvrulY THIS ITEM MAY AFFECT YOUR PROPERW PUBLIC NOTICE NOTICE lS HEREBY GIVEN that ihe Planning and Environmental Commission of the Town of Vail will hold a public hearing in accordance with Section 12-3-6 of the Municipal Code of the Town of Vail on August 24, 1998, at 2:00 P.M. in the Town of Vail Municipal Building. In consideration of: A final review of a conditional use permit for a proposed addition to the Vail Interfaith Chape,, ^ a located at 19 Vail Road/ Tract J, Btock 7, Vail Village 1 st.Y.jFpplicant: Vail Inlerfaith Chapel, represented by Gwathmey/Pratt Architectst Planner: Dominic Mauriello A request for an amendment to a previously approved plan for the Timber Falls Development, located at 4469 Timber Falls CourUunplatted. Applicant: RAD Five L.L.C., represented by Greg AmsdenPlanner: Dominic Mauriello A request for a major amendment io SDD #4, to allow for a fractional fee club and a change 1o the approved Developmenl Plan, located at 1325 Westhaven Dr., Westhaven Condominiums/ Cascade Village Area A. Applicant: Planner: Gerald L. Wurhmann, represented by Robby Robinson George Ruther The applications and information about the proposals are available for public inspection during regular office hours in the poect planne/s otfice located at the Town of Vail Community Development Department, 75 South Froniage Road. Sign language interprelation available upon request with 24 hour notification. Please call 479- 2356, Telephone for the Hearing lmpaired, for information. Community Development Departmenl Published August 7, 1998 in the Vail Trail. TOI/VN OF VAII 75 S. FROIiTTAGE ROADvArL, co 81657 970-479-21-38 Job Address...:Location......: Parcel No,....:Project Number: ]-9 VAIL RD 19 VAIL RD 2101- 07L -09 - 001 PRJ98-0228 Status...: APPROVED .A.pplied. . : 06/02/L999 Issued... : 06/07/1,999 E>cpires. . : L2/04/1,999 ,1f1 ffi/l ,gkl A>T(vO V, V,,//1qe /s/- DEeARTMEDTT oF cOMMUNrry DEvELorrr* clhTt/ NOTE: THIS PERMIT MUST BE POSTED ON ,JOBSITE MECHANICAL PERMIT PeTmit,#: ALL TIMES M99-0055 APPLICAI\I'f CONTRACTOR OI,'INER Mechanical---> Plan check- - - > Inve6tigation> will call----> .OO TOTAL FEBS. -... 3 .00 IjITNSFORD BROS. MECIIANICAL Phone: 2481- COMMERCE BLVD, GRAND iIIJNCTION CO 81505 LI]NSFORD BROS. MECHANICAI, PhONE: 2481 COMMERCE BLVD, GRAND iII]NCTION CO 81505VAIL RELIGIOUS FOI'NDATION INCt REV DON SIMONTON, 1_9 VAIL ROAD, VArL CO 8L657 S7g.0o Total Permit Fce--------> Pal.menta__----- 970-242-5790 970-242-5790 34,L25.OO *of wood/Pallet: 478.00 .00 Descri-ption: Valuation: PT{ASE 2 SNOWMELT DRIVE,2HC PARKING,COIfTROL GATE Fiteplace Information: RestricLed: Y *Of Gas Appliances:*Of cas Log6: FEE SUMMARY 700.00 175 .00 Reatuarant Plan Revielr- -> .0O Total CalculaLed F€es---> 678.00 DRB Fee-------- .0O AdditionaL Fees---------> .oo BAI,ANCE DUE---- A7E. OO ri***;*,****,i* ITEM: O51OO BUILDING DEPARTME}ilT DEPT: BUILDTNG DiViSiON:o6/.02/.L999 JRM Act.ion: NOTE NEED pr,AN/pW-AppROVAL O6/07/L999 JRM ACI.iON: APPR APPROVED iIRMIEEM: 05600 FIRE DEPARTI'IENT DEPT: FIRE DiViSiON:o6/02/L999 JRI4 Acrion: APPR N/A CONDITION OF APPROVAL FIELD INSPECTIONS ARE REOUIRED TO CHECK FOR CODE COMPI.IAIiICE. COI,IBUSTION AIR IS REQUIRED PER SEC. 7O]- OF THE 1997 I,MC, ORsEeTroN 701 0F THE 1997 rMC. TNSTALLATION MUST CONFORM TO MANUFACTI'RES INSTRUCTIONS ANDTO CHAPTER 10 OF THE 1997 I]MC, CHAPTER 1-O OF THE 1997 IMC.GAS APPLIATiICES SHALL BE VEI TED ACCORDING TO CHAPTER 8 AND SrIAIJIJ TERMTNATE AS-SEE TETED IN SEC.806 OF THE l_997 UMC, ORCHAPTER 8 OF THE ].997 IMC. ACCESS TO HEATING EOUIPME}ru MUST COMPLY WITH CHAPTER 3 ANDSEC.1O17 OF THE 1997 I]MC AND CHAPTER 3 OF THE 1997 IMC.BOILERS SHALL BE MOI]NIED ON FI.,OORS OF NONCOMBUSTIBLE CONST.IJNI,ESS I,ISTED FOR MOUIiITING ON COMBUSTIBLE FI,OORTNG.PERMIT,PLANS AND CODE ANAIYSIS MIUST BE POSTED IN MECHANICAL ROOM PRIOR TO AIiI INSPECTION REOUEST. DRAINAGE OF MECHANICAI RooMs COI{TAINING HEATING oR HoT-WATERSI'PPLY BOILERS S1IALL BE EOUIPPED WITH A FLOOR DRAIN PER SEC.L022 0F THE 1997 1n4C, OR SECTION l_004.5 0F THE L997 IMC.SEE PT'BLIC WORKS CONDITIONS ON PLANS 1.2. 3. 4. 5. 6. 7. 8. 9. ********!r*!rr****r*******l*****i**********rttr*******l***********rlti************ DBCI,ARMIONS I h.rcby roknofllcdgq thrc I hava r.rd lhir q)pllc.tj.o[r, f{Ilod out ln tull thc inf,ol1lrtioo r.qulr.d. oa,q)hu.d rfr rccurrtc plotplan, rad aCrt! th.l rll th. lnfororgr,on providld r. raquir.d la co8r!ct'. I rgr.. to coqrly nltsh ch. lnfoloatlolr tnd plot' phn, tso conply ttlh rll tom ordl,nrnccr rnd .b.!c 1rlr, rnd to bulld thlr rtructur. eccording to lha Torn, t zonlng md rubdlvdtloncod.e, dcrlEn rrvL.r .PPrqnad, lrh!.fon Buildlng cod. rnd oth.r grdl,nancc. of, !h. Tovrr alrplicrbl. thrrrtg. REQgEaTa fOR ltrtDleftoNt 6tlttJ! !r fAIt! ll{EltTI-FOUn HOrrRa In AD\nNCr By TEITEPHON! AT 479-2136 OR AT OfrR OrFtC! !RO[l A3OO Atl 5:OO Pt{ sl([nr(,Rl ot oNtt|ln oR coFrRlelloR toR xtl|aELF ltD qtt|ER TowN oF vArloNsrRucroN pERMrr ntrcanoN FoRM INFORMATION MUST BE COMPLETE OR THE APPLICATION WILL Bf,, R.EJECTTI) Contact the Eagle County Assessot's Office at 97G328-8640 for Parcel# Parcel # Date:Permit # -h*tl' lob Address: Buildine ( )Plumbing ( )Electrical ( ) DescriptionofJob, +"rp s^to*r,'*'//;'k e*JyV d"'ic un, 2 hc F-/?V"*, eot^r1*-?l"t-, B qg-ozrg Legal Description: Owners Narne: Architea: Work Class: New ( ) Number of llwelling Units: Number and Tlpe ofFireplaces: Gas Appliances Mechanical ( )Other ( ) Block Filine Subdivision Address: Address: Alteration ( )Additional ( )Repair ( )Olher ( ) Number of Accommodation Units: Wood/Pellet BI.JILDING: S PLUMBING $ Generd Contrrctor: Town of Vail Registration No. Electricel Cotrtmctor: Town of Vail Registration No. Plumbinq Contractor: Town of Vail Regisration No. MechanicalContractor, l,,rttLl' K.*L Town of Vail Registration No.tD-u Gas Logs VALUATIONS FrFCTRICAL. $ MECHANTCAL '3T.VE-CONTRACTOR INFORMATION Address: OTHER: $ TOTAL $ Phone # Address: Phone # Address: Phone # Address: Phone # FOR OFFICE USE BUILDING: SIGNATURE: ZONING: SIGNATURE: CLEAN UP DEPOSIT REFUND TO: I ALL CONTRACTORS C1JRRENTLY REGISTERED WIITI TTIE TOWN OF VAIL TOWN OF VAIL PTJBLIC WORKS AND COMMIJNITY DEVELOPEMENT JANUARY I, 1999 CONSTRUCTION PARKING AND MATERIAL STORAGE CODE $2-10: IIEPOSITS ON PIIBLIC WAYS PROtrIBITI,L A. Unlawftl deposits: Subject to subsection C thereof, it is unlawfirl for any person to lifter, track or deposig or qtuse to be littered, tracked or deposited" sand, gravel, rocks, mud" dirt snow, ice, or any other debris or material upon any streel sidewalk, alley or public place, or any portion thereof. B. Notice; Abatement: The Director of Public Works may notifr and require any person who violates or causes another to violate the provision of subsection A hereo{ or who has in the Director's employment a person who violates or causes anotlrer to violate the same, top rcmove 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 specifie4 the Director of Public Works, or other authorized agent may cause any zuch sand, gravel, rocks, mu4 dirt, snow, icg debris or any other material to be removed fiom any sfreet or alley at the expense ofthe notified. C. Exceptions: The provisions of subsection A hereof shall not be applicable:l. Within the immediate area of any construction, maintenance or repair project of any street or alley or of any water mairq sewer main, electricity line, gas line, telephone line or any appurtenance thereto; 2. To deposits of sand dirt or materials necessary for the protection of the public safety; and 3. To public areas designated for the dumping or depositing of said materials. D. Summons; Penalty: fu 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 ofthe Town for said violations, and upon being found guihy ofa violation hereunder be punished as provided in Section l-4-l oftbis code. E. Notice; 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 hereoi 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 punishabte as provided in Section l-4-l ofthis Code. (1997 Code: Ordinance 6 (1979) Read and acknowledged by: Position or Relatimship to Project: Date: TO: FROM: DATE: SUBJECT: (i.e. conractor or owner) o TOWI,I OFVAIL Department of C ommtnity Deve lopment 75 Sowh Frontage Road Vail, Colorado 81657 970-479-2138 FN( 970-479-2452 BUILDING PERMIT ISSUANCf, TIME I'RAME If this permit requires a Town of Vail Fire Deparfinent Approval, Engineer's (Public Worla) review and approval, a Planning Department review of Health Dspartm€nt review, and a rwiew by the Building Depargnent" the estimated time for a total review may take as lcmg as three (3) weeks. All commercial (large or small) and all multi-family permits will have to follow the above mentioned md(imum requirements. Residential and srnall projects should take a lesser amount of time. However, if residsntial or smaller projects impact the various above mentioned deparUnents with regard to necessary review, these projects may also take the fhree (3) week period. Every auernpt will be made by this deparfinent to expedit€ this permit as smn .rs possible. l, the undersigne4 understand the Plan Check procedure and time frame. I also undersAnd 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 frrture permits that I apply for. Ageed to by: Project Name: Date: Work Sheet was tumed into the Conununity Dwelopment Dept. I tt*r"^* MEMORANDUM TO: ALLCONTRACTORSFROM: TOWNOFVAILPUBLICWORKSDATE: JANUARY l. 1999RE: WHEN A.PUBLIC WAY PERMIT: IS REQI,JIRED JOB NAJVIE: DATE: PLEASE ANSWERTTIE FOLLOWING QUESTIONNAIRE REGARDING THE NEEDFOR A.PUBLIC WAYPERMIT': l. Is this a new residence? YES NO 2. Is demolition work being perfonned that requires the use of the Right-of-Way, easem@ts or public property? YES_ NO 3. Ismyutilitywortneeded? YES_ NO 4. Isthedrivewaybeingrepaved? YES_ NO 5. Is a diffcrent access needed to the site olher than the existrng driveway? YES_ NO 6. Is any drainage work being done that affects the Right-of-Way, easemen6 or public property? YES NO 7 . Is a *Revocable Right-of-Way Permit" required? YES_ NO 8. A. Is the Rightof-Way, easenents or public property to be used for saging, parking or fencing? YES_ NO_ B. If NO to 8A, is a parking staging or fencing plan required by Community Dwelopment? YES NO If you answered YES to any of these questions, a *Public Way Permit" rrust b€ obtained. "Public Way Permit'' applications may be obtained at the Public Work's office or at Commuity Dwelopment. If you have any questions please call Leonard Sandoval from Public Works at 479-219E. I HAVE READ AND ANSWERED ALL TIIE ABO\IE QTJESTIONS, Contractor Signature Date: Company Name o l. 7 3. 4. 5. 6. 7. PUBLIC WORKS PERMIT PROCESS How it relates to Buildins Permits Fill out our check list provided with a Building Permit Application. If yes was answered to any of the questions then a "Public Way" is required. You can pick up an application at either Community Development, located at 75 South Frontage Road or Public Works, located at 1309 Vail Valley 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 traftic controVstaging 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 traftic control devices (signg cones, etc.) and the work zong (area of Constructio4 Staging, etc.). This plan will expire on November lst and will need to be resubmitted for approval through the winter. Sketch of work being performed must be submitted indicating dimensions (lengttr" width and depth of work). This may be drawn on the traffrc control plan or a site plan for the job. Submit completed application to the Public Work's office for review. If required, locates will be scheduled for the Town of Vail Electricians and Irrigation crew. The locates take place in the morning, but may require up to 48 hours to perform. The Public Work's Construction Inspector will review the application and approve or disapprove the permit. You will be contacted astothe status and any requirements that may be needed. Most permits are released within 48 hours of being received, but please allow up to one (l) week to process. As soon as the permit is processed, a copy will be faxed to Community Development allowing the "Building Permit" to be released. Please do not confuse the "Public Way Permit" with a "Building Permit" which is to do work on a project itself. NOTE: The above process is for work in a public way ONLY. Public Way Permits are valid only until November l5*. A new Public Way Permit is required each year if work is not complete. mWI,l0Ftrln Department of Commmity Deve lopment 75 South Frontage Road Vail, Colorado 81657 970-479-2138 FAX 970-479-2452 NOTICE TO CONTRACTORS/OWNER BI]ILIIERS Effective January l, 1999, the Town of Vail Building Department has developed the following procedures to enswe that new construction sites have adequately established proper drainage from building sites along and adjacent to Town ofVail roads or streets. The Town of Vail Public Works Department will be required to inspect and approve drainage adjacent to Town ofVail roads or streets and the installation of temporary or permanent culverts at access points from the road or steet onto the construction site. Such approval must be obtained prior to any request for inspection by the Town of Vail Building Department for footings or temporary electrical or any other inspection. Please call Leonard Sandoval at 479-2198 to request an inspection from the Public Works Department. Allow a minimum of 24 hour notice. Also, the Town of Vail Public Works Department will be approving all final drainage and culvert installation with resulting road patching as necessary. Such approval must be obtained prior to Final Certificate ofOccupancy issuance. €p**o TOWN OFVAIL Department of Cotnmmity Development 75 South Frontage Rod Vail, Colorado 81657 970-479-2138 FAX 970-479-2452 l. 2. INFORMATION NEEDED WIID,N APPLYING FOR A MECEANICAL PDRMIT I{EAT LOSS CALCULATIONS. TO SCAII, FLOORPLAN OFMECHAMCAL ROOM WTIIIEQIJIPMENT DRAWN INTO SCALE, WTru PHYSICAL DIMENSIONS AND BTU RATINGS OF ALL EQT,TIPMENT IN THEMECHAMCALROOM. SHOW SITF AND L@ATION OF COMBUSTION AIR DUCTS. FLIJES, VENT CONNECTORS AND GAS LINES. NOTE WHETHER ELEVATOR EQUIPMENT WILL ALSO BE INSTALLED IN TTIE MECHAMCALR@M. rAILI'RE I1O PROVIDE THIS INT'ORMATION WILL DEIJ\Y YOURPERIUIT. J. 4. {p*notrr o" ,.1. Violo Constructlfrc. 1000 S. Frontage Road West, Suite 202 Vail, Colorado 81657 Tele 970. 476.3082 Fax 970. 47 6. 3423 Memo DaEe:5/28/99 To: J.R. Mondragon Frorn:.1 .L. Viele Construction, Inc. Richard McGheeRe: Vail Interfaith Chapel Ministry Center Building Permit # 898-0278 Attached please find two stamped copies of Sheet C1 .l- dated 4/L3/99 by VicEor Mark Donaldson Architects. This drawing shows site improvements for the existing Chapef, and has been approved by the Design Review Board. It was original planned that this scope of work was to be accomplished in the spring of 2000 under a separatebuilding permit. However, because of the removal of almost all of the asphalt in Ehe drive area between the FirstBank and the Chapel during the installation ofutilities Eo t.he Ministry Center Building, it now makesgreat economic sense to proceed with a portion of this work as an addition Lo the Mj.nistry Center permit. The scope of additional work would consist of the consLruction of the two handicapped parking spaces shown on the drawing, the installation of the parking gate system/ and the extensj-on of the Ministry Center snowmelt system int.o the area of the drive. No work would go on in the Town right-of-way other than the replacement of the concrete pan at the drive that was removed during the utility work. Thank you for your attention to this matter. Please callwith any questions. MqQ'0o55 *("-t l.L. vlolo conrtructlof . 1000 S. Fronuge Road West' Suitc 202 Vail, Colorado 81657 Tele 970.416.3O82 Fex 970.476.3423 Menro Date:5/28/99 To: J.R. Mondragon Froat! J.L. Viele ConsLruction' Inc' Richard McGhee Re3 VaiI Interfaith ChaPel Ministry Center Building Permit # 898-0278 ftet? c6f'.l Attached please find two stamped cooies of Sheet C1 '1 dated 4/r3/sg nv viIt"t-uairc bonardLon erchitects' This drawing shows "itl-i*iio#1nen!;-f* the existins chapel' and has been approved by the Design Review Board' rts was original planned that this,scope of work was to be ""."*pfi"n6a itt Lfi- spring. of 2ooo. under a separaEe building permit. Hot"'t'"t, because-of the removal of almost atl of th"';il;ii ;;-tG drive area between the FirstBank and the Affi;i-d";ittg ctte installation of utilities Eo the Mili:;;v-;;;i;t Buirdins'. +!-"?: Tl5:"great economic sense to proceed with a portion ot Enl-s il;i-";-;-"aaiti"rr-t"-th" Ministry center permit' The scope of additional work would consist of the construcEion of ift"-i*" handicapped parking spaces shown on the drawing, iii. i""ciilatio-n of Lhe parking gate svstem, and the ;;";;f;-ot tf" MinisErl cente{ snol5;l: ;il;;';;; ;il jtt""'-"i-frtt dtit'u- No work would s'o on an the Town right-of-way other- than the replacement-of the concrete pan at itt"- htitt" Lhat was removed during the utilitY work. Thank you for your attenEion to this matter' Please call witsh anY questLons' t. z. o TOVIII OF VATI, 75 S. FROMTAGE ROAD vArI-,, CO 8L557 970-479-2a38 APPLICANT CONTRACTOR OWNER DEPARTMEI{T OF COMMT]NIfY NOTE: THIS PERMIT MUST BE POSTED ADD/ALT COMM BUILD PERMT Job Address: 19 VAIL RD Location...: 19 VAIL RD Parcel No. . : 2LOL-07a-09-001 Project No. : PRiI98-0228 J.L. VIBLE CU{STRUqIION 1000 s FRONTAGE RD W, #202, VArr.,..J.L. VIELE CONSTRUCTION 1000 s FRoIiITAGE RD W, #202, VAIL VAII, RELIGIOUS FOIJNDATION INC * REV DON SIMOTiTTON, 19 VAIL ROAD, ON JOBSITE AT ALL TIMES Pennit,. #: 898-0278 Status. . Applied. Issued.. Expires. ISSI'ED 09 /2L/L998 1-O/29/1"998 04/27 /t999 co 81557 co 81557 VAIL CO 8L657 TOV/Comm. Dev. Phone: 970-476-3082 Phone. 970-476-3082 OccuPancY: 82 T\G)e Construction: V N I]pe Occupancy: 82 Valuation: Filaplacc Infornaeion: R€Etrict6d: Building-----> 3 r 280. oo 5204 *of cad Logs :*of woodlPallel: TotaLCalcuLateaF€eB---> 6'555'0O AddiLional Fecs--- --- ---> 'oo Total Pcrnj.t F€c-__----_> 6'555 '00 PryE6nt6------- 6,565 ' 00 BAIANCE DUE.--- .OO .00 400.00 - o0 t50.00 735,000 82 T:PE V NoE in *of c'as Appliancc6: Plan qheck-_ - > IlrvcsgigatsioI1> 2,I32.OO .00 will call----> 3. oo TmAL FEES----- 5, s5S.00 DescripEion: coNsrRucr NEw MrNrsrRY BLDG wrrH FTNTSHED BASEGhn-Up D approved Non-Rated amOUnttable ! ,oate Add Sq Ft: FEE SUI.IMARY Realuarant Pl,an R€viatt__> DRB F€6-------- Reclaalion Fee----------> cl.D-ulr Dapo.it- -- --- -- > ;#;;ffi; ""-u'-*""a##d; ; ;; dd;; ;;;;;.;;wi s i'n : 10'/28'/1998 GGooDELL Action: APPR1i'toe77gg6 JRtr,t----- AcEIona ltdte REvrsro-Ns rQ GARY 6i'/0677995 dnnr-,re A-Eion; NOiu revised Eo. GARY rrem : 0 s4 0 0 PLANNTNG DEPAR'iltliiili- -- - - -:^ --pegtj-ptANNrNc Divi s ion : 6672i/7t95-,rntt -'- -- -eEElon: Nots pr.,ANS To PT,ANNER 69'/2I'/8ga DoMrNrc lctrion: APPRLi'/66'/iet6 Jii,i--'-- AcEIon; Nots REvrsro-Ns ro DoM. 6i7667isei fffrnr.,ru Aqilq;i liots Revised ro Dominiq-- i€6ft:' 65660-t-r-nr-DepARTl'lEri Dept : Frx!E------ Pj vasr-on: rtem: 05soo PIIBr-,rc woRKs P9[!; eue woRK Diwision:6472i/1996-'rnu Action: NOTE PLANS TQ TERRr L\'/L2'/L998 TPART(f,T Action: APPR approved ; ; ; ;;.;; ;;; ;;;; " :;;;;;; ;;;;;; ;; ;; ;;; DECI,ARATIONS r hlreby acknot lodge lhab r havo r€ad thi6 applicarj.on, fillod oub in fulf tshe i'nformagion required, cotlpleted an accuratc plot p1an, and €tate thaC aLl tshQ infororlion Provided aE required is corlece. I ag!e' tso codply nifh thB inforuatsiod an'l ploi plan' to cobply wiLh all rown oldinances and state La!.s, aid to build chis scluctule according !o the Town'e zoninE alrd 6ubdivi6ion codcs, design rewrew approvcd, Itni form Building Code alrd oEh6r ordiaancGB of the Town applicabla thelato' sit Refund RSQUESTS EOR TNSPECTTONS SHALTJ BE *O" f-ro* HOUnS rN AD\ANeE BY TB Send Clean-UP DGPo.its to. aI.L. VIEIJE ****************************************:l***************:l*********************** COIIDITIONS as of 02/22/99Permit #: 898-0278 StrAEUS: ISSI]ED ******************************************************************************** Permit, Ifpe: ADD/ALT COMM BUILD PERMT Applicant,: ,L Ie. VIELE CONSTRUCTION 970-476-3082 Applied: 09/2t/t99e Issued: I0/29/L999 To Er<pire. 04/21 /a999 Job Address: Location: Parcef No: 19 VAIL RD 2LOL-O7t- 09-001 Description: CONSTRU T NEW MINISTRY Conditions: 6. 7. 8. 9. 10. BLDG WITH FINISHED BASEMENT 1-. FIRB DEPARTTT{ENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BB STARTED.2- FrEr;D INSPECTIONS ARE REQUIR3D TO CHBCK FOR CODE COMPLIAIICE- 3. BASEMENT MUST BE SBPA.RATED FROM 1ST STORY BY 1-HR CONSTRUC- TION ON BASEMEI{T CEILING & SELF-CIOSING DOOR IN ACCORDANCE wrrH sEc. L'7O3, 1991 IIBC. 4. EASIT BXTERIOR WAIJI., MUST BE APPROVBD 1-HR FIRE.RESISTTI/E CONSTRUClTION AS PER TABLE 5-A, 1991 I]BC. OPENINGS IN EAST B)CIERIOR WAIJL ARB PERIIITTED AIiTD MAY BE I,NPROTECTBD' PIJBASE ST'BMIT A PROPOSED 1-HR EXTERIOR WALL ASSEMBIJY FOR REVIEW. 5. FINISHED BASEME!{T RSQUIRES INSTAJ.,LATION OF Ar.I AITTOMATIC FIRE SPRINKLER SYSTEM. SEC. 3802 (C) (2) , 1991 I'BC REQUIRES TIIE INSTALI,ATION OF AI\T AIITOMATIC FIRE-EXTINGUISHING SYSTEM IN BASEMEMTS COIiITAINING ASSES'IBI-,Y OCCUPANCIES WITII MORE TIIAN I,5OOSQ.FT.AFTNTSIIEDROOMT5OSQ.FT.oRT.,ARGERTNSTZB IS AI'I 'IA3'' OCCUPAT.ISY THAT MUST BE SPRINKLERED. 1-IIR FrRE-RESISTIVE CONS'IIRUC:IION IS REQUIRED FOR THB FUTURE EI.,EVATOR SHAFT PER TABLE L7-A, 1991 IJBC. A ISPECIAL PIJRPOSEI OR CLASS "C" FIITE-RESISTIVB ROOF IS REQUTRED. SEE TABT,E 32-A & SEC. 3204 (e) , 1991 IrBc- ENGINEER-STAIT,IPED MECSIANIEAL A}ID ELEETRICAI., PLANS MUST BE SI'BMITTED FOR R3VIBW PRIOR TO RETEASE OF MECIIANICAL AI{D ELECTRICAL PERMITS FOR TIIE PRO'JECT. PROVIDE 1-HR FIRE-RESISTIVE OCCI'PANCY SEPARATION AT TIIE MECHANICAL ROOM IF TI{E TOEAL RATING OF GAS-FIRED EQUIPMENT IN THE ROOM EXCEEDS 4OO,OOO BTTJH. SEE SEC. 7Og, 1991 I]BC. EXTERIOR GUARD RAIIJS MUST BB A MINIMI]M OF 42" IIIGII' ConcacE Eagle CouncY o"""""o."Qrr"" Parcel 0. TO[{N OF VAfL CONSTRUCTION PERI.TIT APPLTCATTON FORM D^TE._ zf qf q? Archirecr: GtilqaftnEf feavT Address: lW s. treD76€ Ac^O PER}IIT f g- zg -6279pglf-oeaB Pr..(k46to P.r.../76-il47 fi^lsrt S,fsems"sr APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED (-nmJ[qltrf.,..U,*fu"*E.*.iF.q1##r["rfi"offihB?'$tf ,,.******,r***,r**** ** *** * * * |*-,o,,u',,n[]-PIumbing[]-E1ectrica1[]-Mechaniba1[.]-other Job Name, l/+tL CHML lW6ftl 844. Job Address:11 " U4rt 4o*D Legal DescriPtion: tot T aroct_l riting l/.1/. f f susoivrsroN, owners Name : l/h t- REU 4 ooS fuNatrlq,ltddress :/7 U.ltt Poao General DescriPti-on: 'i.lork class: tX-New [ ]-Alterat,ion t a -, 1 -SUILDING2 S f4rOOo u' l-Additional [ ]-Repair t l-other Number of Accornnodation Units:Nunber of Dwelling Units: Npnber and Type of FirepJ-aces: cas AppIiun""=.il'4, Gas Logs- Wood/PeIlet, * * * * * * * * * * * * * * * * * * t * * * * * * * * * * * * ,r * * VALUATIONS * * * * * * * * * t( * * * * * * * * * * * * * * * * * * * * * * * I a- -ELECTRICAL: $ lztooo MEcHANrcAg. q-Z---OTHER: I, t - /q* (o"f oq) TOTAL: $ o'fo"n of vail Req. No . fZ7'4 Phone Number: qfu'Z.tz4iqo Mechanical Contractor: Address: ,r * * * * * * * * * * * * * ,r * * * * * * * * * * * * * * * * * FOR tsUILDING PERMIT FEE: PLUMBING PERMIT FEE: MECHANICAL PERMIT FEE: gLECTRICAL FEE: CTHER TYPE OF FEE: DRB FEE: Lu^.5 4 //<r>S /?,g -.tt.ttlgt-*-l of vail Res. No. Phone Nurnber: OFFf CE USE * * * * * * * tr J. * * ** * * * * r. * :l * * * * tt * * * * * * BUTLDING PIAN CHECK FEE: PLUMBING PI.AN CHECK FEE: MECHANTFSL .Pr4l[ CHEqX FEE: RE cRE Ar IJlolS if{ e C e I Ve O ;:ill-g;.ilFtF#6,rgse BUILDING: SIGNATURE: ZONING: SIGNATURE: * * * ,. * tr .* *. * ,. * * * * * * tt * * *' * * * * * ,r * * CONTRACTOR INFORMATION ***********t ****:tttt rtrkrf ***'t* Eenera1 Contractor: T.t .OtEtE_WU?aglnlA Town of Vail Reg. NO. /89-l Address z la S. tr2or> 27f rnone Nurnber: 4rc-Ud- Electrical Contractor:P'ao6,6 Ez-eeret.Town of vail Reg. NO. Address:Phone Nunber: Plumbinq Contractor: .\ddressi zqgt @r4e Connents: DEPOSIT REEITITD VALUATION CLEAN O3/28/Sg l0:00 |8970 t68 0295 Applicrlhn# Job Aildtrg: LegalDecn Ormcn Maililg Pborc#: Elcvalor NIVCCOG -aL- @oo1 Ca 89$o2B peruit* 9-Q/Z NoIIcE M$JIEIIAIJ.IIIIQNjEE$ I hlrtfiy crsrit tlt I hivc ned lrd t$rtrhcd ttis prncugcr or ttciglt.ti!I'-._:!bn rovio! rrlk: rppUcrdm -A ho, llc trlE E bG luc ard TF.t Al1 Up o nd lnctuitirrg 3t0,000'00 sfv{ulion '3350-00 #tt,ioc of brr: and ordinueos goruaing this ypc of Ovcr t5Q000.00 of vrlurtim ' Sl50.00.plur 36.$ lbr l*l-*nr i' .tgri'a rrirl vbbcr rpcsificd hcrdr or lot crch 3t ,000'00 or arcdoo thcrcol ovtr tJ0'0(l'00 Thc jrrdiog of r p:rait rbe rn prc*mc o giw nAhmiV u tiita. oi.-oi tbc prwidoos of ry o&cr st G ot locrl Dcrubt:lr o? Prtfltr *H $-bt:of Uo b rart ircMius S20,0(X1.{10 of nlurdor ' t2t(L00 o;!c t20,0OO'oO of nhrlisr - 3:150.00 pls $'00 for cach t1,000.00 or Frrtioo tlccoforrr t20,fl)O00 @ Fcar for rr{or rltcntiou rhdl bc rr ra fortb i! T*l€ 3'A of 6G Uo|fontr A&lbisrtirc C.odc or Trbledo' l'A odthc Uuiforo Buildl4 Code sisuan:oforna (Ihlc) VALUATTo* 44 a-,h-a .e *c;a P a-"+:l '* { '4?a e ;' Totel Fcc D!t! Pald RccaiPt # o ''* tt=t====tt' Proccrrcd by: WW .L Appro?.d bY: MIT APPLICATION larr rcgttllthg costnctioa c rhc Elwator plu rwicr rad tirld btFctiolt w!- !c- cgudusrcd by tlc Nortwcrt Colorrdo Corlcit o( GovG!!|!Got3 prrls 'ilI be rorrredlcd ro lrITICCOG',for rrvicr ud approval schcdulc isspcctio8t bt ;;#;;'fiftiil;;;i;;Gp;r rt (e0).r6&txres r 108. Prcesc BlLc cbccrr PrtT Dlc to JH.f z7 '71 f,f,24t .v{v/" / s70 4ffi Lffi Pffi'@, TOWN OF VAIL 75 S. FROMTAGE ROADvArL, co 8L657 970-479-2L38 APPLICAI{M EONTRACTOR OWNER Description: FIRE SPRINICLER SYSTEM Fireplace Info!6ation: Rcscrictad: Y 240.00 50 .00 Job Address. . . : 19 VAIL RDLocat,ion......: 19 VAIL RDParcel No..... : 2101-071-09-001 ProjecE Number: PRJ98-0228 26L7 W HOLDEN PLC, DENT/ER CO 80204 VAIIJ RSLIGIOUS FOUNDATION INCI REV DON SIMOIiIITON, 19 VAIL ROAD, VAIL CO 81657 *Of eaE Applierces: VaIuaLion: *Of Gas loga r Phonel. 303-629-022L Phone: 303 -629-0221, 12, 000 . 00 *of nood/Pal,lcts: rEE SI,D|MARY llcchanical- - - > Plan ch6ck- -- > I nwe st i 9at ion > lii11 call----> R€sluarant Plan Rcvieu- - > DRB f€€-------- .o0 ToTAl, FEES----- 3 .00 Tocal caLculebcd Pa€a---> Additional F6ca-- -- - -- - -> Total Perui! Fc.------ --> Pavoenta------- .00 .00 303.00 303 . OO s5.00 354 . OO ".'.'..'..;;' ;;;;;;;;;;-;;;il- " . ""****;#1;;;;;-:f;;;,'"'". 03/L5/L999 ,JRI{ Action: APPR N/AIEbM:.O55OO FIRE DEPARTN'IENT DEPt,: FIRE DiViSiON:O3/L5/L999 .]R!I ACTiON: APPR APPR PER MIKE M CONDITION OF APPROVAI, 1. FIETD INSPE TIONS ARE REOUIRED TO CHBCK FOR CODB COMPIJIA}ICE.2. COMBUSTTON ArR rS REQUTRED PER SEC. 701 OF TrrE 1997 ttMC, OR SECTION 701 OF THE 1997 IMC.3. TNSTAI,LATION MUST CONFORM TO MANT'FACTI]RES INSTRUSfIONS ANDTO CHAPTER 10 OF TIIE 1-997 I]MC, CHAPTER ]-O OF TTIE 1997 IMC.4. GAS APPTIAT.ICES SIALL BE VETCTED ACCORDING TO CHAPTBR 8 AND sItAL,L TERMTNATE AS SPECTFTED rN SEC.806 OF TIIE 1997 IIMC, OR r. ffitfi3B*r8 fifio$Tfi"t33dtIilfi* MUsr coMpr,y o'rr' crIAprER 3 AIID SEC.1O17 OF THE 1997 I'MC AIiID CIIAPTER 3 OF TTIE 1997 IMC.5. BOIL,ERS SHAL,L BE MOUIITED ON FLOORS OF NONCOI'IBUSTIBLE CONST. UNLESS LISTED FOR MOIINTING ON COMBUSTIBLE FLOORING.7. PERMIT,PI,ANS A}TD CODE ANALYSIS MIUST BE POSTED IN MEC}ANICAL ROOM PRIOR TO A}T INSPEETION REOI'EST.8. DRATNAGE OF MECIIANICAI-' ROOMS CONTAINING IIF"ATING OR HOT-WATER SUPPLY BOILERS SHALL BE EOUIPPED WITII A FLOOR DRAIN PER SEC.L022 0F TIIE 1997 UMC, OR sEgrrON 1004.6 0F THE 1997 rMC. ****************************************************************************:t*** o DEPARTMENT OF COMMT'NITY PMET.IT NOTE: THIS PERMIT MUST BE POSTED ON JOBSfTE AT ALL TII'IES MEGIANICAI PERMIT Permit #: M99-0018 o DEVELO SEAEUS...: ISSI'EDapplied... 03/L5/L999Issued...: 03/L5/L999 Ercpires. . : 09/Lt/L999 FRONTIER FIRE PROTEETION 25L7 W HOLDEN PLC, DENVER CO 80204 FRONTTER FIRE PROTEETION I DECLARATIONS r h.r.by rolctrotla€. chaE r h.vq rard thit qDllcrtion, fiu.d ouE in full .ehc infonrtlqr r!qul!.d, c€qrllt.a ri racutrB. plotPlrtr, .nd.trc. ch.t .:'1 th. lDtor:!.tion growiibd r. rcquirrd i. co!r.ct. r .gr.. !o coqrry;trh chc inior tctotr l||rt plot,, plryt,to ccQly rit'h rll Tota ordlaEo.a |nd tt.!. hrr, |rrd to buitd thir .b,ruc!!r. rccordi,ng to lhr Tdn,! .@{ng rtld aufaftfrft .' coda., aL.igm tawi.t rt4trov.d, Qlforn Buitdlng cod. .!d oEh.r oEdLn$c.. of Eh. torn {Dllcrbl. !hcr.co. RsQr,lglg toL llt9lqltof,t gllltit 8E HlIt! IffEttTr-8oun Hosttg IN IDvlleE BI TEranrcNB .nT rze-213a oR otR ottrct ttoa s 0O a S rO0 9fl { alcnTlru ot trtt q, @lt:nlgloR toR ttlltElt lID i.' t"lAR 11 '99 11:8sA1"r FRo{1TIER FIRE PROTECTToN . _P.4 EEhIIIT d_.___ 3o$ttEB Erglc-Caun Ey As-cs'ror1Qf E(eCst tlo:3t8-8640 lor P+rce,l '.I?or$t oF VAIL coNsfRuc*DroN )jiiErr r; .- - -- peRMrT ApprJrc ffoN FORIfr\ DlrE: 3-lt<4 --++-r, ;, IPPLICATION MusE EE FILLED ou? coMpIJErELy on I? lrAy Nor BE AccBprEDl,r* **tl*****l**it*i*****r***rlft PERMTa rNDon}nrrolf * ****r*rt**t*ir r*,!r!r.* *r *** * * lf;( J-auitcrng ( l-pLunblng g ;-Ereer,rical [ ]-Maehantbal ryr]_ot]rar ne fr,,T. irob Aaarecs; Itl& V^c- Emo lueg{f oescrl,ptlon; Lot_- Bloek_Ptling f*n.rs Nane: plTffi&l CLI#L t4NTfft,-'l CH,'(t_ -Address: {.j1-..V*t Pqf- -.. pn. rrrchiteet: @r iensal Descripti .,n, ,. , Srln.-oLl* oo,+.-- Vo''l, t-oW ' - gqAtH Y-JR .'rr.-' tddress: tZA, 3. FF^nry,Ef,Pde;l. .rl,-.tt017t Jt17 !,{orlc,Claaa: H-Nes-[ ]-Altcratl-on t l-Aaqtttonal [ )bRepalr [ 1-Cither_:_ lunbar of Due1llng unitsr llshber of Accct:utoCatlon Unitc: 'tprt"; and rypB of FlreDrace.: cas App!.rances- Gae roga ,, . t?oodlperr.t:f ' r*r *****t**t****** ********* *****,r* vAIJutTIONs ****41*11* g311,***** 't************* -| i: -}UIIJDING: 5 ! TE fown of VaiI ReE- NO.Pltone Nunber: fslrn of VaiI Phone Nunber: Tovn of Vail Pbgne Nunber: Reg. No. Reg. No. FOR OEFfCE USE *r*r********t*********riir*t*.* EUILDTHC PIIN ANECK FEE: lglltP.r|Ic PrAlr'citEcx FEE rIIECIIINICAI, PIAN CttECK FEE:.R,ECRETTIOX EEE: CIJEIN-UD D8ltosla: EOiTAL PERIIIII PEES: BUII.DINCS sr€NllrJRAr ZONING: SfcNAlSUREl ILU!6INC: {,- Il Dvr***r*!l*11**l iddr.dss: ilectriSa! Contractor:rddrtre: .: 'lun$ingrddrFss; leehanical Contractor: \aldrbss ! r** *E**!i******* **** r****r*i!*f *t* 'UIIJDfNG'PER}IIT FEE: TJ.I$FING PERMTf FEE: ECtiANtrCAI. PERIfIT FF.E :.:IECIFRICTI, EEE: )THEh TTPE OF EEE: )RE FEE: EI|ECTRICAI,: $ t{EcH$rrcAL: f----'k- o{rnER: t ll dooItOtAL:@ ltON r-*****ta***r * * ** *** ** *,rt **r2 lDown of vall Reg. No. 4r/b--'SFhone Nunber! liS_LZa-T -ib-|--_ FNR 11 '99 11:A4RI"I FRONTIER FIRE PROTECTION P.2 clncr ol conmsnlly dcyllop.ratrt tnwn 75 resll lronhtr rord rrdl, aCorrdc fiEri7 (801, 47t-ZI3s or 479-2139 iurr-ollrs pERHIT rsstANcE TIHE FRAr.rE If :fhts peqlt f9au.tlep I Tm? of Vril Ffre 0eparurent Agprovrl, .. Enit neer ts.. (pgf! r i t *: l - teiie* - a ii -i pi.irai, T' ii iliirfii'bli.rrrent. revlwor Health Departnrint ievler, ani'a_rertc, by thc Bulldtns lirifi*ETl.f!; estinated ti,ni rci'r-iotit icii*iai"i.li'ir- rins All commercial'frarge-or snulr] and rr'r nrurtr-famrly pernr$ $iIthave to follow inc ioove ffiiio#;iinum requlrcncnts. ResidenfialBnd sna'll proJ:cts shourd tat=-J-ielJliarrcunt of time. Ho,ever. ifreEidantfal or smalrer.proJecls-irnp'aii' tt " verrous abovc nenHonrddepartncnts ntth rcsard. to- necesiiFr-i"vi c*,,-irrii; ili;;;"r.yalso takr tlte three-weaf freii-oc.-.'' '-' ..5:38."!!T?I-*!ll-li-ltf9 br ilris deparrment to cx'pedite this'.Potintt.aq s.gon as posslble. - l-1. underslgned, understand the plEn check pipcedure and tlm:tBme; Vac trrf*tuTl itlrceu 3- t)'17 oitE-ttoffi'Ooarun f fy DcveloFnrent Deprrtnept. Mffi 11 '99 LL'@,AN FRONTIER FIRE PROTECTION 7l resth lrcn|lg s rold .vil. celorada rt6s? (aott 479-2{3a ot 179-2t3g '' lOr FROM: DATE: SUEiTECI: '' olllcr ol cofimunlly dcvtlopnenl P.3 rn sulrraryr ordinancc No. 6 .tate6 that r.t !.s unrastur lot enyp€r3on to lj.tter, track or aef-ifi. any Eoil;-rJcf , -sand, .debrieor natcrtal, includlrs_trurh-f,,.rlrt.r", portable tol,lets andworlttran veht_clre _ypon. any srreet] sialwaii;;Iily;r public .pla--ce-o! anv porti6n ureleoi-- ffa right-of-rray -on ar'rorn o!ffiil ;Hiili"l"$r*.31 i1-lni5oiiietery s it. -'ori- pave,nent. n"ui re -wi;iffi diiL:i.l-i3;ll.:"f :ff :u,il, :li#"$, g'"Si*.""",will be s{ven a- 2e houi .=iE;;;otrce-to-iEilJiL'rlia nateriel.In the eyent.the per5on so no[iffra.aoo, not cornp3.y trith thenotica vithtn the- 24 hour timi-Jiecifiea, rhe put:,ie worksDepa=tecnt utr.i renorrl-"iid-iiitlii.r -at i,rre--ixil; o! personnot'tied' Bhe proiisi""=-Jr-Ifrii'oratnance shilr not beapplieabte to dnEtruction, -nillfcn.."e or !cpa:!.r lrojeets ofany street or alley or any utuitiel"i;,ii"-;i;f,i_:-""r., To revier- Ord!.nanee-Nd...6. in full, please stop by ...he Town of:::;"L'ii:*"3.t3i*:li*":a dilii a copv. rfi..,'r ioq c6rvour. eLL coNaRAcToRs ctrRnE!{tr.yl.. nEcIstERED Wztn !!lrgrO}rN OF VAIL TnerN or vAIr- FUBLIC r{oRKS/COl{MUNtTy DEVETOD}|IIII MIRCH 16, l98e eousrlucrrolr ptxxtNc & ltrTeRrAL ironrce contrq,ctor, orner). and ackhewlectged by: t DEVELO P O BOX 1858, AVON CO 8L620 ffi3ffilt8lrl"fi*o, vArL co 815s7 Descriptsion: TEMP POWER Valuation: 500.00 r.irtJtrr*r*.t|} ISST'ED LL/L3 /L998 LL/L7 /L9e8 05/L6/L999 TOWN OF VAIL 75 S. FROIiITAGE ROAD vArL, co 8L657 970-479-2L38 APPLIEA}IT coIflrRAqroR OWNER EIcctsrical- -- > DRB Fce Invc.tsigacion> will call- - -- > TOAAE PE83- - - > DEPARTMENT OF COMMI'NITY NOTE: THIS PERMIT MUST BE POSTED ON EI-,ECTRIC3,L PERMIT Job Address: 19 vAIt RD Locat.ion. .. : VAIL INTERFAITH CHAPELParcel No.. : 2101-071-09-001Project No. : PRJ98-0228 GORE RANGE ELE TRIC P O BOX 1858, AVON CO 81620 GORE RANGE EI,ECTRIC PMENT JOBSITE AT ALL TIMES Permit #: 898-0301 StaLus.. applied. Issued. .Eleires. Phone:. 9709497788 Phone: 9709497788 50.00 .o0 .o0 3.O0 53.O0 53.00 53.00 53. OO Totsil calculatsed Fces- - - > AddicLon.l P.ca- - -- -- - -- > Tots.l P.ruits Fcc--------> Payuanta------- BAINNCE DUB--- - .-"'--""1'-" IEEM: O6OOO ELEETRIEAT DEPARTTVTEIiE DCPE: BUII,DING DiViSiON:IL/L3/I998 CHARLIE AcLion: APPR CHARTIE DAVISIEb.m;'.05680 FIRE DEPARTIIIENT Dept: FIRE Division:LL/t3/1998 CIIARLIE Action: APPR N/A CONDI'I'ION UT.' APPROVAI-, 1. FIEI,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. 'rrrt*ra****ttt*rr****la**tt+*t .***r***iltltt*******r*rr***rft*trra******!rirtt**tt*t*tt****attt*tt*t*ttltt*t**r*t**t DECI,ARA'TIONS I hGrcby rcknorhdgs tha! I hrvc rcrd thls .ppllcetion, fill.d outs in ful1 Ch! lnfordrgiosr required, corttl.t.d .n rcculr!! Plot phn, lnd rurlc th.! r11 thc LnforDation providcd l' rcquLrcd i! co-r.c!. f agEcG tso coEp1y tibh th6 Llrfortlrcion rnil Plots PIan, co corlply uitsh r11 Tor'n orilinancG6 anil .!ib. laes, |nd !o build !hi. rtruclur. rccording tso Che Toun'6 zonlng rnd .ubdivi.ion cod.r, dc.Lgn rcvicw epproved, Unlforu Bulldlng cod. and ochcr ordinanc.s of thc Toirn .plrlicrblc tshcrcto. REQUBSTS FOR INSPECrIONS SHAL& BE MADE Tl'ltslfTY-FOITR HOURS IN lir [ ]-Building t Job Name: l-Pl_urnbing -Electrical [ ]-l,Iechanj'caL I l_Other Job Addressi Legal Description: L,ot /'/ztocx_y' Firlft Owners Name: Arc)ritect: Address: General De scrj.ption: Work class:- |d-New 1 l_Alterattn f l-Additional [ ]-Repair [ ]_otherNum.ber of Dwel f iiE' Units , /Nttnber of Accornrnodation Units , I ""{ Gas Logs- r,roodlpe1l {- Addres!: E.t.ectrical Aridress: . Plunbing Address: Contractor: Mecha:rical Contractor.: Addres s: Town of VaiI Reg. NO.rnone Number: Town of Vail Reg. NO.Phone liunrber: . FOR OFFICE USE ****)rrt**)r*x**************x***x;r PLTIMB NG PER}ITT FEE: ME]HA] ICAL PERMIT FEE:EL'CTITCAL FEE: OTJ{ER IYPE OF FEE: BUTLDTNG PI,AN CHECK FEE:PTUMBING PLAN CHFEK FtrF. IIEcHANT cAL piAN--;;i"'x"inr, RECR.EATTON FNE: CI,EAN-UP DEPOSIT: TOTAL PNRMTT F.EES: BUILDING: STGNATURE: ZONING: SIGNATURE: +Ja SUBD IV I S IO}] : Address: VALUATION DF.P.OSIT ) (:Lililr iiP Rrq?u:iD TO: o DBVBLOPI,IENTTOWN OF VATIJ 75 S. FROI{:TAGE ROADvArL, co 81557 970 -479-2L38 ilob Address...:Location......: Parcel Ne.....:Project Number: DEPARITI,IEMI OF COMMT'NIfY NOTE: TIIIS PERMIT MUST BE POSTED ON MECHANICAL PERMTT 19 VAIL RD 19 VAIt RD 2101-071-09-001- PR^r98 - 0228 Status...: ISSIIEDApplied... L2/2t/L998 Issued. . . : E:qrj-res. . : Phone: co 81505 Phone: co 81505 iIOBSITE AT ALI-, TIMES Permi-L #: M98-0264 9702425790 9702425790 48,2'79 _00 llof tfood/Pall6t: APPLICAIiTT LI'NSFORD BROS. MECIIANTEAL 2481 COMI,IERCE BLVD, GRAND iIUNCTfON CONTRACTOR LI]NSFORD BROS. MECHANICAI 2481 COMTMRCE BIVD, GRAND .]UNCTION VAIL RELIGTOUS FOI]NDATTON rNCOV{NER * REV DON SIMOIiI'TON, 19 VAIL ROAD, VAIL CO 8L557 Descrj-pti.on: Valuat,ion: !,TECII SYSYTEM AT{D HEATBD DRIVE FOR NEW CIIIJRCH Fileplacc InforEaej.on: RcrCrictcd: y *Of sas lplrlianc€.:*of eag LogB: tl'rtttrtrr+r*tr.rt..rtttrr..!i*rl pEB sltli|lRy rrri*. r.r*jrrr rtrr* r*r. *rrrt r r rrtit rtt rr. rrrrl llBchanical---> Plan Check---> Inwe stigat ion > will caLl----> BAIANCE DI'E. -.. 9ao . oo 245 .00 . oo 3 ,00 .oo .00 1,228,0O L,225 . OO .oo 1,229.O0 R€atuatanc Pl,an Reviay- -> DRB Fee-------- TTIXAIJ FEES-..-- Total calcu].atscd F€ea- -- > Additional P..6---------> Tobal P€nit, F€6- - - -- --- > P4y"d€nEs----- -- 1,224.00 1.2. 3. 4. IEgm: ,O51OO BUILDING DEPARTMENT DepE: BUILDING Division:t2/.2L/.L998 JRM Action: NOTE PLANS TO GARYOa/29/L999 GGOODELL Action: APPR PLANS wrTII 898-0278IEE,M: .O55OO FIRE DEPARTI'{ENT DCPI: FIRE DiViSiON:L2/2L/L998 iIRM Acrion: APPR N/A CONDITION OF APPROVAI EIBI,D-INSPEETIONS ARE RBOUIRED TO CHECK FOR CODE COMPLIAIiICE.gQl,lBgqTrqN AIR rs__REQgIREp,pER SEC: 70r 0r rrIE 1997 IJMC, ORsEerroN 701 0F THE 1997 rMC-INSTAI.LATION MUST CONFORM TO MANUFACTTIRBS INSTRUETIONS AI{DTO CIIAPTBR 10 OF TIIE 1-997 I,]MC, CHAPTER 10 OF TI{E 1997 IMC.GAS APPTIA}ICES SHALI, BE VEN]3D ACCORDING TO CHAPTER 8 ATiIDgltAu, TEBMINATE Aq^qpEq-IETED rN SEC.806 OF TrrE 1997 urvic, OREHAPTER 8 OF TIIE 1.997 IMC.5. ACCESS TO EE,ATING EQUIPMENT MUST COMPLY WITH CIAPTER 3 AIiIDSEC.1O17 OF TI{E 1997 I]MC AT{D CIIAPTER 3 OF THE 1997 IMC.6. BOILERS SIALL BE MOI'I{TED ON FI.,OORS OF NONCOMBUSTIBTE CONST.I]NLESS TISTED FOR MOI'NTING ON COTTIBUSTIBLE FI,OORING. ********!t***:l**:t*********l|*:l*****:l:l******:l*:l*:r*****l***!r******************** DBCI,ARATIONS I h.rrby rcknotrI.dgr thrt f hrv. lrrd tshl. rp!r11c.lioEr, filL.d out Ln full th€ inforr.tl,on lrquir.d, coqrl.!.d rn .courrts. plotplrn, |nd .trta clrrt dl fh. lnfotort'lon yrovld.d aa roquir.d 1r eorrqqt, I agrG. to couply rlih lhc lnto(l!.clon rnd Dtot ptrn,to couPly rlth rII tovn ord{nrnc.a .nd atsrg. 1.t3, &d to butld thl! .lructsurc eccordLng to th. Tora, a zdrbg rtd rubdtvirlqrcad.r, d.t1gn r.l'l.u .IrtEov.d. Unltot! Buildlng Cod. .nd olh.r ordin$ccr of th6 toUrt rlDlictbl. Ch.!rto, iBQrrEETg IOR llgDlellOlfg sruL BE lODl IIAFI:I-FOUB IIOIBB AD\nAcA Br TBI'EPID}IE Xr a79-213s OR lr Otx' OFIIC! rtC s3o0 .ltf sr0o iL ."'1, rr.,,"rir*! o! on't @ c*l"'srroR !fi, Erxa!f.! rrD or[rlB $q ,=4n t a DEPARTI4ENT OF COMMI'NITY DEVELOPMENT JOBSTTE AT ALL TIMES PermiE, #: P98-0175 490 -50 130. OO 620 .SO TOVIN OF VAIL 75 S. FRONTAGE ROADVAIL, CO 8L657 970-479-2L38 NOTE: THIS PERMIT MUST BE POSTED ON PIJUMBING PERMIT 'Job AddreSs: 19 VAIIJ RDLocation...: 19 VAIL RD Parcel- No.. : 2101-071-09-001Project No. : Ptu98-0228 APPIJICANT LI'NSFORD BROS. MECTIANIEAIJ Status...: ISSUEDApp1ied..: L2/2L/L998Issued...: 0L/29/1999 Errpires. . : 07/28/t999 Phone: 9702425'790 Valuat,ion:25, 600 . 00 gut ARY ira**a** r rr *rrr,r tr I *ir* *r *a* *r 2481 COMMERCE BLVD, GRAND iII'NCTION CO 81505VAIL RELIGIOUS FOI]NDATION INCg REV DON SIMONTON, 19 VArL ROAD, VArL CO 81657 CONTRACfOR ITUNSFORD BROS. MECHANICAT phone: 97Q-242-5790 2481 EOMMBRCE BLVD., GRAND ,J-T]NCTION, CO 81505 OWNER Plunbing- - ---> Plan check---> Inwesgigabion> will call----> Re6tsuarant Plan Revier--> TMAT. FBES- - - -- ToeaL Calcul.aled Fees- - - > Additioual Feea---------> Total PerEit Fce--------> Description: PLUMBING FOR NEW cHApEL *i**rrrr.*r*** FEE 390.00 97 .50 .oo 3.OO - 00 490.50 P.]mentB------- 52o.5o BAIANCE DIJE--. -.00 Dept: BUILDING Division: PI,ANS TO GARY PI",ANS WTTTI 898- PI,ANS WITII B98-0278 N/A Dept: FIRE Division: Item: 051L2/2L/L990L/29'/L99oL'/29'/L99oL/29 /L99IEem: 055L2/2L/L99 OO BUILDING DEPARTMENT8 iIRM Act,ion: NOTE9 GGOODELL Act.ion: APPR9 GGOODELL Act,ion: CANC9 GGOODELL AcLion: APPROO FTRE DEPARTTT{ENT8 'JRM Action3 APPR **!r*ttJtt+ti**t t*t*r**r*t*iri** **at***rt.arrrlrr.rrirtttta*ar**t+lrrrlttri* CONDITION OF APPROVA], 1. AI,L WORK TO BE IN ACCORDANCE WITII THE APPROVED PI,ANS FORBUILDING PERMIT 898-0278 & TITE APPI,ICABLE REOUIREIT'IENTS OF1.994 UNIFORM PLT,MBING CODE (I]PC) OR THE 1997-IIiTTERIiATIONA], - PLI'MBING EODE (IPC) . tt*err.rrrrar*i DECI,ARATIONS I hereby acknor'l6dS6 ch.c I have re.d thi6 appllcaEiolr, fill.d ouc in fulL the infor$ation rcquired, conpl6ccd .n accurata plot Plan, and sLat€ that all bhe inforltatsion prowidad as requited ie corr€cts. I agrac to conpl,y wi,th !h6 inforlation and pl.oE plan, tso cotply nith aLl ToFn ordinanc€s artd 6t.at! la{s, and t'o build this Etructure according t'o lhc Torrn, E zoning ittd 6u.bdivisj.on code6, design reviott altprov.d, unifon Building code and othcr ordinances of che Tosn applicable tshcrcto. REQITESTS FOR INSPBOIIOIIS SHAIJIT BE tlN)B IllE]tTf-FOUR HOUR5 IN ADVLCE By TELBPIIOIIE AT 4?9-2138 OR AT OtR OFFfCa PRO| S:OO An 5:Oo Eil TOWN OF VAIL 75 S. FRONTAGE ROAD vArr,, co 8L657 970-4?9-2L38 APPIJICAIiTT COT.ITRACTOR OWNER Description: SEatus.. Applied. fssued. . E:qlires. ISSIJED 02/09/L999 0s/t0/L999 tL/06/L999 Phone: 970-949-7788 Phonez 970-949-7788 co 81657 Valuation:22, 000. 00 FEE ST'UHARY El.ctrical-- -> DRB F6. Inv6rtiEatsio!1> nill c.11----> TCYIAIJ FEES-- -> To€al, calculated F6e6---> AddilionaL Fcss---------> Totel Pctuits Pee--------> Pay[cnt6- ----- -- BAIA.}ICB DI'B. -. . 396.OO .00 .00 3.OO 399.O0 399.00 ,00 399.00 399-OO .oo rriarrrrairt*al, ILEM: O6OOO ELECTRIEAT DEPARTMENT DCPE,: BUILDING DiViSiON:02/09/L999 iIRM Action: APPR APPROVED JrutrI!b.r!i'.05590 FIR-E DBPARTMENI Dept,: FIRE Division:O2/09/L999 irRM Action: APPR N/A J+tttrtrttrttJ* rir*trrlJtr*tttltttrttta*'r'ra!rtt att*tirrrt*tt,aJat.*tt*!rtt***l|t CONDITION OF APPROVAL DECI'ARA'TIONS I h.r.by acknoxlcdgG chat I havc rcad thiE .pplic.lion, fill.d ouc in full ths infor atsion rBquircd, conplctcd an accurrb6 plots plen, and Bta!. t'h.t .11 ch€ infomation prowidcd .. r.quir.d ir correct. I agrc€ to c6p1y rith lh€ inforEation .nd plot pl , go couply rith r1l tot|n ordinaneaa rnd Btale faira. and t'o build chi6 Ecruclul6 according co lha To!|n'6 zoning .nd eubdiv-iaion cod.!, d6aigtl r6v-ier approv6d, UniforE Building cod6 and ot'h6r ordinanc.B of Eh6 foso applicablc ch.rGco. nBQUESTS POR INSPaCTIOiIS SHA!! BE UADB lrrEnTY-FOrrR HOURS IN AD\TANCB BY DEPARII{EMT OF COMMT'NITY NOTE: TIIIS PERMIT MUST BB POSTED ON iIOBSITE AT AtL TTMES ETECTRICAL PERMIT Permit #: 899-0019 o DEVETOPMEIIT iiob Address: 19 VAIL RDIJocation...l 19 VAIL, RD Parcel_ No. . : 21_01-071-09-001Project No. : PRiI98-0228 GORE RANGE ETEETRIC P O BOX 1858, AVON CO 9L620 GORE RAI.IGE ELECTRIC P O BOX 1858, AVON CO 81620 VAII-, REI,IGIOUS FOIJNDATION INCt REV DON STMOI{TON, 19 VAIr_, ROAD, VArr, EIJECTRICAIJ FOR NBW CHAPEI, -tt'9*cp,ii.". Eagre councy6l' ic itto-sza-e6t,o tot!i r,rncel ll : _r\, ,f::;"L"ff;;i oF vArL CONS"RUCTT'PFPr!Ti' ,,PERMIT APPTI TfgN FORII. DA?E: ,(:4LZZ ELECTRTCAL: $ IIECIIANfCAL: $ wn INFORMATIoN ***********t*************** Town of VarL Req. NO.Phone Numbe.r: rq 6qr-azfr owners Nane: Arclritect: GeneraL Descrj-ption: BUTLDTNG: $ Addres3: El.ectrical- Atldress: . Plunbing Address: contracto.' E gg- Qilf Town of VaiI Phonb Nunber: Towh of VaiI Phone Nunber: "E2l'#*e Reg. NO. Address: Address: l'lumber of o"weltii9'units.t L N*bber of Acco',$l0dation ;;;;r clr Accol,rrtodaLion Units :. 7____ #*.r and Type of Fireplaces! cas..Appri^n""r { Gas Logs_ I,roodlpert"a- dlki * * * 'l * )t * * * * * * * * * :& * * * * * * * * * * * :i * * * * * \rr y rrr\ rrr.,,^\,/b o o a 7' - xxi'rx*xt** * vALUATIoNs rt*:t*J:** * * **.******** ******** * *rr *** Mechal rical Contractor.: Addie: s:Town of Vail Req. NO.Phone ]{unber: . Pl,IrlIB NG PERI'IIT FEE: ME]HA} ICAL PERHIT FEE:EL:CTIICAL FEE: OT;IER IYPE OF FEE: Ong f'ln: i OFFICE USE * * * * * rt * * * :t * * * * * * * * * )t * ** * * * * * * *,EUTLDTNG PI,A}I CHECK FEE:PLIIMBING PI,AN CHECI( F;;;MECHANICAL PI,AN CNNCi_FiN: - RECREATION FEE: roR CLEAN-UP DEPOSIT: TOTAL PERMIT FEES: BUILDING: SIGNATORX: ZONTNG: STGNATURX: ontractor: VALUATION r-:L',i.r:.!l ilP nt9.OSIT ) IliluliD Tc: FA.)|\t. hb.,Ttr. qIlFTr:.r-.n. O 75 soulh lronlagc road va Il, colorado 01857 l3o3) 479-21.38 or 479_2t39 a clin o\.1 In summary, ordinance No. 6 states that it is unlawful fo:: anvpe)'son to ritter, track "r-aepl-it. any soil, rocl:, sand, c.lebris;5, ffi:;'ilii"ilit"crins tiisn-Ii*p=t"'i, -pJlloiil to:.r"ts z nd plr se o. "ny-!Ii.iii:.f,il":::"";i"=ii;ilil5l_*il;:";l,l*:ii"",Va I streets ancr.roacls i;-;;;.""imur"iy-u-it.''rrf pavenrent.Th s ordinance 11ll.-!",;r.;:ii;"enforced by the rown of VailpuLlic'rorks Deoartment- periins found .rirroting this orcrinancevit-r be'siven a 24 hour .r.itili''r,otice-to*;;;;;:i saicr nrareriar.In the event the person so notifiecl .aou=-nli.,'J"Ipry vrith thenotice r+ithin the 24 hour tirne lpecrfi.ed, the public.r.lorksDepartnrent vrirr remove said rnatlii..r -ut-tr,"'^'!*iInre of perscnl;;il::ii. T:"":I""i=i"nJ*"r' iii= o'ainun"E =r.5ir nor bL any srre.:r or "il:;'::.];;,"Tiilti::"i; :;"Ti;ii_!Tl;::= ", To reviet.r..Ordinance Nij. 6 in fuII, p)-ease stop.by the Tovrn ofIl;,.iltlli"g,":f,i:.*:*"::""i[],.n a copy. rhan]: you ror your ol llc e ol communlty developmcnl ALL CONTRiCTORS CURRENTLYL NEGISTEP.ED WITH THETOI.TN OF VAIL ToIIN oF VAIL puBLIc l{oRKs/coi.n,ruNlTy DE\rELOpi.tENT l.tARcH l_6, t98B CONSTRUCTIOT{ PARKING & }I.ATERIAL STOP-T.GE .. tl'tr\' L-POS nsh Xot I . e. contf actor, oi+ner) t o IIEIIORANDUI,I 'ALL CONTRACTOFS TOV/N OF VAIL PUBLIC MAY 9, 1S94 WHEN A "PUBLIC WAY FFOM: DATEI RE: WORKS PERl,ilr' DEPARTfIENT IS REOUIRED Job Name: LJ AtC . Please answe r th e. folloylino regarding the need {or a "public Way permit": YE5 NO questionnaire 1\ls this a nev/ residence? ls demolitir-rn vrork being performed lhal requires the use ol the right ol rvay, easemenls or public proper.ty? - ls rny'utility rvork needed? ls .he crivervay being repaved? ls diiferenl access needed to site otf er than existing drivervay? ls ;rny clrainage wor'x being done aff,;cling the rittht ol way, easemenls, or public property? ls a "Revor:able Right OlWay permit' reouired? L/ 3) 5) 6) 7) B) A. ls the right-of vray, easements or public property.to be used for staging, parP.ing or fencing? B, lf no to EA, is-a parking', staging or {encing'plan required by Community Development? I you answered yes 10 an.'of these questions, a "Public Way Permit. muslbe obiainecj.')ublic Way Permii" applications may be obtained at ihe Public Wor,x's office or at C:ommuniV Development. . lf you have any questions please.call Charlie Davis, lhe Tor,rn of Vail Construciion lnspeclor, at 479-2158. I have read and answ,rred allthe above questions. : 'l; r i:,DateConiracior's Si'g riaturel.lame '.t' Concacc Eagle Councy t"".""orlft"" ar 970-328--8640 for Parcel 0. TOWN OF VAIL CONSTRUCTIO i[pei. n,@ pERMrt AppLrcATroN FoRr'rK D^rEr_ zl qf ,? o N PER}IIT f E- tg -6278 PEslS-oeeB - ,- A"PLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED 1,, [ ]-Plumbing [ ]-Electrical [ ]-Mechanibat [' ]-other riritrs Y.Y. Jg suBprvisroN' Ph.{'k46to Pn..l7&il47 rob Name: l/4tL CH&L l%qtEf 8t&. _ Job Add,ress , 11 -Ufut 4o4O Legal DescriPtion: Lot T -Block_f_ owners Name : V4l u Pau 4 rcoS fa))afhtltddress :11 U4tt Po*o Archirecr ' Gw#ilAEy fPffi Address: lW s. fuil1& ActA ceneral DescriPtion:n*x*l 8,f<anarsr Worlc Class: tNl-U"w [ ]-Alteration t l-Additional g 1:nepair t l-other Number of Dwell-ing Units: - Number of Accomnodation Units: N.pnber and Type of Fireplaces: cas App1iun""=-/''f ,cas Lbgs- Wood/PeIIett d * * * * * * * * * * * * J. * * * tr * * * * * * * * * * * * * * * * VALUATIONS * * * * * * * * * * !k * * * * * * * * * * * ,r * * * * * * * * * *\Iqo^a -r- -dulr-,orNc2 g flrooo PLUMBTNG: $ 4.w ELE.TRIgAL: $ l4o& MECHANICAf,t $-E--orHER: t ' /qi* (r, g"id ToTAL:+W ---:ts- plurnbing contracto r I Lupst424 &eDi, /t1641.710-otfl, Address, tsox ./e,e lddress! 2/8 Mechanical Contractor: Address: ** ***** * * J.*** *r!** **** r!******ir***FNP NFFTNF I]C F BUTLDING3UILDING PERMIT FEE: PLUMBING FERMIT FEE: MECHAT.IICAL PERMIT FEE: Town of vail Reg. No. /884 Phone Number: 47<-le,e2. of Vail Nurnber: of vail Number: Reg. NO. Phone Tohrn Phone eg. NO. Phone Number: * * * **** t(** * * tr******* **** **** *** PI,AN CHECK FEE: Address: Comnents: gLECTRICAL FEE: CTHER TYPE OF FEE: DRB FEE: cHEqfi FE4: )cerveo TOTAIJ BUTLDING: SIGNATURE ZONING: SIGNATURE Lh^.I&J€4 g<bs llett.tn?,-*J of vair R PLUMBING PI,AN CHECK FEE: MECHANI RECREA CLEAN-UP UP DEPOSIT RE.FI]IID To: VALUATION i1999 /5 D. lli(urlrA(Jll vArL, co 8L657 9'70 -47 9 -2L38 APPLICAI\TT CONTRACTOR OWNER I(UAjJ NorE:Qrc pERMrr Musr BE posrED too"rrtE Ar ALL TrMEs PermiE #: A99-0004AI.ARM PERMIT ilob Address: 19 VAIL RDLocat.ion...: 19 VAIL RD Parcel No. . : 2101--071--09-00i- Projects No. : PRJ98-0228 VAIL ELECTRONICS, LTD. P O BOX 460, MTIqTURN CO 81645 VAIL ELE TRONICS, LTD. P O BOX 460, MTNTURN CO 81645 VAIL RELIGIOUS FOT'NDATION INC* REV DON STMOMON, t_9 VAIL ROAD, SEatus...: ISSITEDApplied..: 06/08/L999 Issued. ..: 07/L4/L999 E:<pires. . : 0L/LO/2OOO Phonez 97Q-827-9L20 Phone:970-827-9L20 Descriptiou: NEW FIRE ALARM SYSTEM r.rrrrrrratrrrtt.rtt.t**t:rt'rr'rr FaE sul{MARy VAIIJ CO 8L657 Valuatrion: Pa)4nent6 - - -- -_ _ _ BAI,A.IiICE DUE- -. - 8, 663 . 00 Elcctrical---> DRB Fcg Inwestigation> will call----> TOAAT. F8E9- - - > 162 .00 .00 - 00 3 .00 165 . OO * t 'r * 'r i *i * i ir,r trt ttrt trt tt a t t t *tt Aota1 calcul,aLed Fe6s--- > 165.00 Addirional FeeF---------> .oo Tota] Peroit F6e--------> 165.00 165 ,00 .00 OPFICE FROII 8:00 At| 5:00 Pl| 'l t * i t * tt 'l tt ** *i IE,qmi .060q0 EIEqTRICAI-, DEPARIIVIENT Dept: BUILDING Division:O7/L3/T999 CHARLIE ACTiON: APPR N,/AIEbM:.O56OO FIRE DEPARITI{EIiIT DEDT: FIR.E DiViSiON:06/08/1999 MIKE M Action: APPR vail chapel - ,"..",.:."..... COIIDITION OF APPROVAL DECI,ARATIONS I herlby acknorl6dg6 thats f have lead thi6 applj,calion, fiLled ouc in fuI1 the informati.on reguired, codglet€d an rccuratc plot plan, and shaCe lhat aII Che infornaE.ion provided aB required is correct. I agree to conply sitsh tshe infonation.nd ploe pIan, to cosply rith atl Totrn ordinanceB arld 6Eat,e Iaee, and to build ChiE EEluccurc according to tshe To!|n'g zoning and tubdivision code6, deBigm rcvier approvcd, Unifortd Building cod6 and other ordinances of tshe Tolrn applicable th€r.to. REQUESTS FOR INSPEqIIO}IS SHAIL BE ti|ADE Tr{EMrY- POt R ltot RS IN }D!aNCE BY TETJEPHONE AT 479-2138 OR Printed by ,foan Nolen From: ilike ilcgeeTo: BLDGDIV GROUPsubject: vai'l chapel -='iNorE rrr-===-----,--7 /22 /99==7 :L9pn==i signed off the fire dept for b98-0278 /2 /n/ firil ,L1" //* 6,**ue/ant 7,?TZr-dFzs Page: I TOWN 42 West Meadow Drive Vail, Colorndo 81657 97U179-2250 March 9, 1999 Wnt Steve Martin Frontier Fire Protectio n 2617 West Holden Place I)enver, CO 80204 Re: PIan reviewfor Vail Interfailh Chapel Vail Fire Deparlnrent Dear Steve; I have reviewed the plansfor the Vail Int*faith Chapel The plans are approved as noted: 1, The plans should rellect a 4 inch waler supply. 2. Nodes 105 to 106 arul especially 106 to 116 have excessive velocities for use with CPVC. 3. Swing joints / upansiott joints should be consideredfor runs of CPVC longer than 30feet The pltns have heen returned lo the Building Department You should opplyfor u perntit anl nruy begin vork, with corrections to be submitted on 8I/2 x I1 format, to the Vail Fire Departmenl Sincerely, Michael McGee Fire Marshal FSSI 006 Insp. Atencio Asst Chief Gulick JR Mondragon, Iluilding Dept /4//a/5; Cr,.aza; /6a {'./e-^- 6,',2'-'4'/Y" "u-oo/ % "/; l& t t,J .J,wi Ft I I t.\ .\u, t?9 t4:t . J | ' 06 DRI\€p|NS e ?6" TYP' 16" TJIPRO-!i0 LI l, or iVN. C, TYP. H RFI CgNgU!TEHTI. (4)-*5 0tit5 .:FoX|ED Ntog/r ox6" M'N. HOLES IN FTG. t {II.t I a e '', H i t ll* E,In t t I e 'al d, t! E ,'{ W10xt00Rw12x26 6Rc, & 5z'8' x BM' 1Y19ni x 1'-C w,/(4)-3lco lHRU FI NI TF T,S. 4x4r3/16 BASE E i 5/8xlAx0'-1C vlt-,2 (+\-1/2" 0 x 10" i.E,'c ol'l t' MtL. TJI 81K6. q BRG, TTF. NON. SHRINK 2'r12" GONC. PIER {d'{- PLAN TOR INFO. i r./2" LTri/r- CONC, 1 \\ 2X E. RIPPED T0 tlDnr 0F 9M' iut ffi'6'{on'E*io oY zEAcN aFAM W,/(2)-3l4"t 9-WtYJ..ql ,%1:: Pfi^?ulfottltt o FAR s { PE) '5C.AI0N ,JCINT - ---\wi-ttz" EXP. i/Ar'1" TYP. 1$ T|E O rOp 0r PlElt a---'-"t---- - 4t' * 1'10] J eo"""LTAHTs, r Nc. l(RM d\BJLrArwB nE rr| erszr ?. taz |saol.4r€x Frrla{Tl6'7PITG,{7tvx-o,tnE8r0t0 Ptro.IECT: VA I L CH^?F I_ -...66.r', ,.!z/ t e/ q t $et albQS-o* 0na O M TNG NOTES E RESFOilSE { t, .o. ttslv66eulE l Thc 10 x 16 roqth-srnn Douglas-Flr #1 ridge bearn rnay bc r*'rlacrd with an 8 314 x 13 1n tadgh'E wn glualam. SI€N€D:coF/ To: JAN-25-88 HoN 10r27 Ail - : a*.r coNsuLrANr6.e"lel!"7 FA}( NO. tNc. P, 01 F.9t (970t 5rtf;ti FrIl9r$r!', lGM6{s.LranE ru PAh(4ltrurLoruRE $€rr oaw, t /1y/ qoL FAX TO: r. UAME __LgO .., _3, NAi'E 4IbNEY colrerw J, L, -V I EIE_CoMPANY -. qPg .,- FAx . *zq - uenl eiA 11lr -tbtz 2. NAtE b TaHAED 4, NAME couPANY J,L. VIEL? rtx *1b:14z.7 Fil(INA^EMITTAL COMPA'S' FAX JOB NUMBCFI WE 1IANSITT HEREII/ITH T}IE FoL[oWINc ITEM6 IIN ADDITIoN To THIS TfiAITISMITTAU: DESCRIPTION: FEMAFKST T1{ tc I PAGHST I .s Es *o\, {,8 $rt \. ,- rl7Jont;qr{6,- EL' II,5i6i HiEi L''li3jr-- "' i^r Hi 97 g g I { I AI o cB>2F IIJ til z0 'd llU 82:01 NOll 88-qZ-NUf'0N t{t t t sa6 \* + U 4 at-2 L:l 3Oq-e\iit\- c(t E{.-0I- v. \'4-fll'J trl IL d J d I I Jt *<rn; s.'sr$gs III 0r ILq 6 z. lll Fo ut t- z : F LI l0o ,9z 5 &IL !a UJ>o g r{6drSt)r{F{3*4+. 14 UI(tl rn5 E Loo0t J> -.t a{r 0l H$\fF Iu -\ lB -\A)a'nlI{!,+ - -rrLl-)ort-{r .trE{-ai iH t'l itl J / f-,$o)t sJ E x6 rlg r 5'5cl.I-6 KR I{ CONSULTAI.IT:f,, I NC.978949 | 377 o"H#cu\s*ra!^+: F o!flrgr Fr(trartTt VTLOU.CnIEltH oNa, lr /t,s/4 s- FAX 7O: 1. NAME MtcHaEL ctt'cpvl c- CoMPAUY qdl,Tu MEY - ?eAfr COMPAI'IY {, NA['E FAX FAX CoMPANY J..L-V[ ELE PROJEGT: COMPANY JOB NUMES; vArL #^?Ft Bq&o?1q .. . 4Aob'O+ WE TRANSMIT HER€VvIIH THE F(ruOWh{c tTEttIS tlN ADOIT]ON TO Tl{ls TRAI{S[||TTAU: I PAGES: DSICFIFfIO!{: I fiEMARKS: SIGNED:U' ,'fn..u ' ,.t-- KRI,I CONSULTANTS,9"494915"" KB{lm.,BLILra'}'.Pfl F( 6t?r :vll- t?.(F€u r16t8 rET0lsag€$l IFAY'E O1r77 ffiuno z aFz FROJESTI VAI[, CI{AFEL Joer.4M0.a4 { a-t-n",o*ooil/cHA*rEEREE MEETING NOTES 13 REsPol.tsE R.evt€s:p FoUNDATIoN Ar €TAt R.NAY: 16'-O 1/4":'3'-4 3/4" STEP -1 T.0.F. \r*f -4J-r?lSTEPJ | , I T.0.F. aI (\I at 15'-4 3/4" ltl\, ;APPROX'UnIe l? |'{b?'it8s iirf oF-vruLt lllI JILIi__------ld I\.___-/ l-l_d T,O,w. = T.O.F. . i rl-rl-!J- r_ -l 15'.-5 1/2" KR II CONS;ULTANTs;, t Nc:.97E'9.19 t 5?? l;ng!o.srnnrf,c vrfl.cu.fflp 81OaO F7010.9*il tr{Il94S1677 mCffiD I op 2- PFQIECT: \rAlL C.FIAFE[-oar* tt/r A/ ols JaE I q*oh -.& tl A a.rRFrcAloNfcr{AMiEORFE MEEnNGNOTES N RESPoNSE BEV I6ED FLOO R' FTAM I NG AT VA U LT : SIGNED:COFf TO: s l/J(t I root 5 A? im- =FLl:: . 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E:&;+;$:n =*trgFF .i g-€ .L nlO EE'G €R* E; E;I>-3ENEcio [3cEdt35 o -aoE()uJoru< -e -ouJt E tl,<6EJ>-fIgO =xo .!:(JEj I ,rbao oc!o m ,r O.\c,] F>. JG < !(,- l-(0 .., €5P ao E o'-oLoF .IJ"(J J I ott rt Ot!, o,.-X otl L- &eT O ru O-,I E;$ C) tao\Oo C)F JJ 'Ourur..o\AA-\--()u+,\ OF qF €IfHt ut)4 6 st o a\o Ororntt tl E('\rtlll ctroaoEOFGO(J ' . (., tlJIU Jure||o <or! =A.uror taSoS EOUJ -tlOJJ6Jcrtft <583,::JII rlJrr-JO!uuJ<>6FX -\O<JJFE fis ::sx tE8E HeS:s j? r F.<iH- - IEo-,5 E -,o =*Ng= E-:d 3:;f, ;$,= 9fr55 .$EpB h- .t8 R :Y.' \C.t -.-! ; i-J JJ.Jo-o-,r-;E'gii' +FFF+F _: _.: !i r!r! E |! ErrE *:l*.1li .&So$o$oBSoEaroaJd=gi ::: :ts:q.r.g'.t\O H g:;*-;* =id-i-i-F*-_ .vc,=a\rgz^t - c| 6 g cl5 q!<t ln <( L r^ r-^* gd !d [oo$o$o$xoS= -_ - -I FgFEgFE $nn4$g^o,,,:o iulrq eb- N T" \o BE Et- rt Oloro-5UE:l!o 5.oo.+.o.r.oPd :tt ulxxxxxx oa(l€NrOlou'|<t-(,J @vt>6@4, -\|' nt {l N CO orF {t+ (Fs l- (a $i :(5lxF.,, -|F'-l.=c|I<. i. F^r |l,tHt.t r.i..lza-al :n" o 'lqhi t.,YS e$t--\Or.' |'t ||l Soa.ooo O \+ \t a\r Cl lllg\O.fC)Ort\rng-9m l!OF -Or6av5i:{d =c)6F uclOr | |-t\ao6 llt\t-ecoNlcr i.tlv!o|rId F^c c-Cl N{t co@ o. @ rl I -lr-9 F- ,r-, -0, o -0,-t oo| tto Ilrf N |\lC'\ g'ore:R cP**o*;.i.63 oo\ larct \6t \oO. ro{l OO. o. .(, Itlo\rar Nr'rlJrI10aw|\ ET*T* C6O.aOcOt*;;+ u$$H$38 :5-q -Rp33t3 t.. 5;"i.j.i"i"i bSS<(otrl -n|la.+rn.O- lnN s:&it.i;6 ,_*tr lo*., (ao3) 62e-022rFAX: (303) 623-7830 E-MAIL: ffpi@seqnet.net 2617 West Holden Place, Denver, Colorado . AO2O4 BOIYTI.ER, FIRE PBOTECTION rxc. FIRE PROTECTION ENGINEERS ANO CONTRACTORS AUTOMATIC FIRE SPRINKLER SYSTEM EQUIPMENT SUBMITTALS & FM)RAULIC CALCULATIONS FOR VAIL INTERFAITH CHURCH 19 VAIL ROAD VAIL, COLORADO [q'qq'flt fft.tKsS "'}- -fd L)l,lm.stevb i9 i+ 065127 .ii*3:z-1i$ Rcii**..;P ,/ t- TABLE OF CONTENTS ITEM MANUFACTTJRE I. SPRII\KLERIIEN)S Brass Upcight QR Globe 2. PIPES )o- Pipe Alled pipe Schedule l0 Allied pipe CPVC Pipe cEM 3. FITTINGS Crrooved Fitting National Grooved Coupling NationalCasthonTbreadedFitings Grinnell 4. VALVES Ames 2OOOSSDCABFP AmesGroovedCheckValve Globe 5. n/flSC. Tamper Switch potter Flow Switch potter Fire Light & Hom Far:-LarmFDc Guardian'--'s *.lli .: :, 6. HANGERS Sidewinder Speedyproduct Pipe Rings PIID Z1 o 6- toiln o,PfifiI'i;f,{,i,f,., ZZf FrnESpnitvxrrn Moom J Bum Spnm Snruns - CORPORATTON f) r: t', t- <'r <'t t- rr nr: ar^ r:^r,?'Rncnssnn Pnwonxr DBscruprroN AND Oprn trtoN The Globe Quick Response Model J Sprinkler is a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approxi- mately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it-can be installed wherever standard spray sprinklers are specified but offers the additional feature of gready increased safety to life, Quick Response Sprinklers should be used advisedly and underthe direction ofapproving authorities having jurisdiction. The hean of Globe's Model J sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in a pattern dependent upon deflector style used. Rp cnSS g, D VERTICA L S I DEWALL Rn c n S S n n H O NTZ O rV TA L S I D E WALL QUICK RESPONSE RECESSED PENDENT Tncrurucel DATA , See reverse side for Approvals and Specifications. -,Temperature Ratings - 135'F (57'C), 155"F (68'C), 175'F (79'C) 200'F (e3'c). , Water Working Pressure Rating - 175 psi ( 1207 kPa). , Factoy tested hydrostatically to 500 psi (3448 kPa). ' Maximum low cemperature glass bulb rating is -67'F (-55'C). , Frame - bronze . ' Deflector - brass Screw - brass , Bulb seat - copper , Spring - nickel alloy Seal - teflon , Bulb - glass with glycerin solution, 3mm. , Escutcheon Assembly - steel ^r No{ uu,lflrrr f,r:;;;;l uo " '' VERTICAL SIDE}v HORIZONTAL SI SPRINKLER TEMPERATURE RATING/CLASSIFICATION ANd COLOR CODING AVAILABLE SPRINKLER TEHPERATURES !!l-$,:lQ'F ..:i "':.. 150'F ORDINARY INTERMEDIATE 135'F/t5s'F t75'Fn00'F 57'C768'C 79'Ct93'C ORANGARED YELLOWGREEN 4077 AIRPARK DRIVE. STANDISH. MICHIGAN 48658 MARCH 1994 517-846-4583 . FAX 517-846-9231 BULLETIN ASB.Q.R. RECESSED, REV. #4A-7 .''9'rfr'f,fiti;**rtsRs Monnt f Burc Spnav Snnrcs Rncnssnn Pnxnnxr . Rncnssnn Vnnrrc,qt Snnwntt Rn c n s s p o H o ntz oyrt n S n E wA L L NoTE: HETtuC CONVER9ONSARE APPROXII4ATE Appnounu 1-to zoNTAL gDEW [r S2 t d.g€XCLUOING PINTU, *fINISHES AVAIL{SI.E ON SP€CIAL ORDER NOMINAL ''K'' FACTOR I/2" NPT I/2. NPT I/2'NPT I/2" NPT 3/4" NPT H2 l/4" (5.7 cm) H2 l/4" (5.7 cm) 2ll4'(5.7 cml *2 l/4" (5.7 cm) 27t16" (6.2 cm) Factory Bronze HSatin Chrome Bright Chrome White Polyester HBlack Polyester Lead Coated 3/8" ( l0 mm) 7116" ( 12.5 mm) It2' (15 mm) 17132" (20 mm) t7t32" (20 mm) 2.8 (39 metric) 4.2 (59 meric) 5.6 (80 metric) 7.8 (lll metric) 8.1 (l 16 metric) STYLE ORIFICE stzE I 35'F 57'C | 55'F 68'C 175'F 79'c 200'F 93'C U,L. t CANADIAN U.L. N.Y.C.. D.O.B. MEA 101.92.E ENDENT RECESSED 3/8" 7il6" -112"17t32'* t7t3z" X x x x X X X X X X x X X X X X X X X X X X X X X X X X X X x X X PENDING x VERTICAL SIDEWALL RECESSED+ 7il6" v2" X X X X X X X x X X X X PENDING PENDING HORIZONTAL SIDEWALL RECESSED ! 3/8', 7il6' tt L X x X X X X X X X X X X X X X X X X X X X $ HORIZONTAL gDEWALL UL USTED FOR DEFLECTOR fTO 12'8ELOW THE CEIUNG. Cnoss,SrcrroNs iu.L usrED FoR ALr l-lAzARDs +vERlcAL sroEwAu u.L usrEo FoR ucHr#ffr.gx*: O no n nurt e I N r o na,nrl o N SPECIFY . Quantity . Model Number . Stylc ,* . Orifice . Thread Sizcs . Tcmperanrrc . Finishes desired . Quantiry - Model J Rccesscd Wrendres - P/N 325391 (UZ)' ilr.r 325401. Rev. F (L.O) Gmne PnqDUcTWARRANTY Globe agrees to repair or rcplacc any of hs own manufactured products found to bc defcctiva in material or workmanshlp for a pcriod ofonc ycar from date of shipmcnr For specilic details of our rrarnnty plcasc rcfcr to Price List Terms and Condhionr of Salc (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN '18658 517-846-4583 FAx 517-846-9231 BULLETTN AS&Q.R RECESSED, nnr. *r PENDENT @-tg+H HORIZONTAL S!DEWALL MARCH 1994 PRINTED U.S"{ l.' 0 RESPONSE CONVENTIONAL .@wfup; Qary RESPaNSE A uro m ar t c S p n trv x tER^s Moonr T BUB Spn,qv STRIES [JpnTaT.PENDENT Vnnuc,qt Stonwnu HoruzoNTAL Snnwnu DnscruprroNANDoprnenoN CoNvnwrIoNAL (Oto Srvm) The Globe Quick Response Model J Sprinkler is a low profile yer durable design which utilizes a 3mm frangible glass ampule as.rhe thermosensitive element. This provides sprinkler operarion ap- proximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aestherically pleasing appear- ance, it can be insralled wherever standard spray sprinklers are specified when dlowed by the applicable standards. lt offers the additional feature of gready increased safety ro life and is available in various styles, orifices, remperature ratings and finishes to meet many varying design requiremenc. Quick Response Sprinklers should be used advisedly and under rhe direction of approving authoricies having jurisdicdon. The heart of Globe's Model J sprinkler proven acruating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amounr of fluid. When heat is absorbed, the liquid within che bulb expands increasing the internal pressure. At the prescribed temperarure the internal pressure within the ampule exceeds the strength of the glass causing rhe glass to shacter. This results in water discharge which is distributed in a pattern depen- dent upon deflector style used. Trcurvtcet Dere See reverse side for Approvals and Specificadons. Temperature Ratings - 135'F (57'C), 155'F (6,8'C), 175'F (79'C), 200'F (e3'c), 286'F (l4t'C). Water Working Pressure Rating - 175 psi ( 1207 kPa). Factory tested hydrostatically to 500 psi (3aa8 kPa). Maximum low cemperature glass bulb rating is -67'F (-55"C). Frame - bronze . Deflector- brass, Screw - brass Bulb seat - coppel Spring - nickel alloy ', Seal - teflon Bulb - glass with glycerin solurion, 3mm. QUICK UPRIGHT QUrCK RESPONSE PENDENT VERTICAL SIDEWALL QUICK RESPONSE HORIZONTAL SIDEWALL 5 17-845-4583 . FAX 5 | 7-846-923 | BULLETIN ASB.OUICK RESPONSE. REV. #5 SPRINKLER TEM PERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILASLE SPRINKLER TEI.IPERATURES BULB COLOR N.F.P.A. MAXIl',IUM CEILING TEMPERATURE oRDTNARY 135',F/t55"F S7"Ct68 C INTERMEDTATE t75'F/200'F 79'ct91"c H|GH 286"F t4t'c ORANGE/RED YELLOW6REEN BLUE 38C 66'C r07'c 4077 AIRPARK DRIVE. STANDISH. MICHIGAN 48558 JANUARY 1994 4-6 %';ff^frfft";,\h*tsR,s Monm J Bam Spnev Snnrcs Upruenr . PENDSNT . VnnrICAt Snnwt NOTE METRIC COiWERSIONS ARE APPROX}4ATL Ap. Horuzotrtrut SnnwALL. CoNvnNTroNAL (Om Srvrc) . rioRtroNTAL SDEWAIL S 2 t/ | 6'. - EXCLUDING NNTLE TVERTKAL SIOEV/ATT SPRINKUR UI- Tj TED FOR TJGHT IIAZARD ONLY. t3a' vERTrca sD6/vArl uL USrED FOR UPRIGHT Ii.|STAIIATION ONLY.. tTBr x In'NPT. + F"l,r. APpRovEo FoR r35'F ANO 155'FONIY. Onnnnnte lttronaanoN SPECIFY " Quantity . Model Numbcr . Style . Orifice . Thraad Sizcs . TemPennrre . Finishes dcsircd . Quano'ty - Modcl J Wronches . PN 325390 (1|2'); P/N 312366 (1.O.) @*9,#,F' - Grcne Pnonact l{nnnevrv Globe agrecs to repair or rcplacc any of its own manuhctured products found to bc dchctivc h material or workmanship fora period ofonc ycar from 4atc of shlpment For specific dctails of our tzrrenty plcase rafer to Pricd List Terms and Conditions of Salc (Our Pricc List). 4OZ AIRPARK DRIVE. STANDISH, MICHIGAN 48658 5 t7-8,{6-{583 FAX 5 l7-8,16-923 | SpacrctclrroNs NOI'IINA,L "K'FACTOR Factory Bronze HSatin Chrome Bright Chrome Whitc Polyestcr HBlack Polyerter Lead Coatcd I/2" NPT I/2" NPT I/2'NPT t/2" Nm 3/4'NPT *2 l/4" (5.7 cm) *2 l/4" (5.7 cm) 2lt4" (5.7 cml n2 l/,f' (5.7 cm) 77t16'(62cm) 3/8" (10 mm) 7116' ( 12.5 mm) 12" (15 mm) 17t32" (20 mm) 17132" (20 mm) 2.8 (39 metric) 4.2 (59 metric) 5.6 (80 metric) 7.8 (l llmetric) 8.1 (l 16 metric) ,PROVALS STYLE ORIFICE stzE | 35'F 57'C 1 55'F 68'Q | 75'F 79'C 200'F 93'C 2S6'F l4t'c U.L CANADIAN U.L F.M.N.Y.C.. D.O.B. l,lEA l0l-92-E l/an 7^6' > ll2" 17t32'* 17t32" X X x X x X X X X X X X X x X x X x x X X X X X x X x X X X X X X X X x X x X X PENDENT 3/8" 7il6" U2" 17t32'* 17t32' X X x X X X X X X X X X X X X X X X X x X X x X X X X x X X X X X x X X X x X x X VERTICAL SIDEWALL T 3i8'+ 7il6" v2" X X X X X X X X x X X X X X X X X X X X X x X x HORIZONTAL STDEWALL S 3/8" 7il6' v2' X X X X X X X x X x X X X X x X X X X X X x X X CONVENTIONAL (OLD STYLE) U2" t7t32', X x X X x X x x x x X X X X X x AL PRINTED U.SA BULLETIN AS&QUICK RESPONSE' REV. #5 Q [.FAL HTV TF{ READAB!.E N.I G T{TWALL SPRINKLER PIPE The Most Technologically Advanced flpe of Sprinkler Pipe. d| Allied XL Pipe is a time Esiic threadable light wall sprinkler lrpe manulactured in 1(" ihrougn 3' si:as and enginee.ed t0 provrce ti'e besi in low cost sprinklcr proteciicn. Allred XL oioe is suitable lor use in acco.dance with NFPA 13. 139 anu 13R. and il can be used oilher th.eaded or unthreaded in wel. dry, preacdon or deluge s1s€ms having vro.king p.essures ol 3m P.S.L o. less, Physical features and c:raractel|strcs: . Superior hydraulics . Galvanized erterror . G.oater yield slrenqth ' High tensrle strenglh . Exceptionally high bust strenglh . Lighl weight . UiaC ',r/rlh sllndilrd coupljnqs. lillrogs and linr3hcs can be applred lo Allcd XL P,9e i:rie SavrngS: . Lcwcr sprinklet sys:em cosls . Freighl 3avings . Reouced inveobry cosrS . Reduced wasle . f,l,o sp€cial processes or lh€ad saalsnF rlouiled b hglallation . SEndad N.P.T. thr€ading rquipnenl Allied XL Pipe offers superior features to ccnventicnal Schedule 40 Plpe rlrir met or thelj'L. "'and was H"rr6',:g' ers Labora' inc. ttsting tor ;**F.lro;5:s"5#'oi goo P's'l' or less' Tests Performed. bY Underwrilers LaD Ff6rur5l test Simulaling. g"g'fl'gilt'lil3ili.n ard-larger sizes were te$eo #?H*Til''lPlil3 Hrrdroststlc leakage & aisemblY test Leakage ard ht/drosatic tests on bolh contrdctor threaded PiPe and U.L threaded PiPe' gaugecl and found to conform with ANSUASME 8120.1-1983. Fi€ l€st Simulating wel, deluge and dry PiPe fire exposures. Burst iest Hydrostatic burst tests on threaded and unthreaded pipe. Vibratlon test Exposure of Allied XL Pipe to vibration in order to simulate seismic conditions. Test pertormed by Factory Mutual' Allied XL Pipe per ASTM A135 evaluations: Chemical analysis Tensile strength Flattenability Hydrostatic performance Ouality of welded seams . Variations in weighl or :m?i:i,,. Marking Jolnl eraluatlon tests:. Threaded oer manufac- lurer's recommendation. Threaded oer observed field practices ('Both "drop-head" and '?dluslable") . Butt welds. Flexible pipe couplings on roll-groove-ended pipe. Plain-end fittings (Locking sel-screw engaging pipe to a predetermined dimension). Plain-end fittings (Locking set-screw engaging pipe to a predetermined torque value) Hydrostatic tests per ASTM A135 on: . Threaded assemblies. Welded assemblies Hydrostatlc tests perform€d at 4 times the pressure ratings:. Plain-end fittings. Roll-groove littings Bending moment testsl. Samples were intemally oressurized to their rated workrng pressure Vibration tests:. Threaded ioints. Plain-end fittings (Locking set-screws engaging pipe to a pre- determined dimension). Plain-end fittings (Locking set-screws engaging pipe to a predetermined torque value) Cycling pressure lests:. Three similar assemblies were rycle pressure tested 20,000 times from 0-125 P.S.l. Thread strength teglg: .. Allied XL Pio€ behaves similarlyroA,srMl ' . Allied XL Pioe has a much higher yield strength than Schedule 40 of greater wall thickness. Threads are easily cut on Allied XL Pioe No leaking, loosening, weakening or other evidence of failure was detected in any ol the above testing proce- dures. Tested against conventional SK40 product Compantive tests summary - Allied XL Pipe vs. Schedule 40 Construction and instal- latlon: u.L. stated Allied xL Pioe is suitable for fabrication of sprinkler systems. Materials: Allied XL Pipe has mechanical strengfl properties equivalent to or greater lhan required for Schedule 40. Flexural: Allied XL Pige oassed Schedule 40 fl exure test reouirements without leakage. Hydrostatic: Assembled Allied XL Pioe. threaded in accordance with ANSUASME 81 20.1 -1 983 can wilhstand intemal pressure without leaks in the same manner as Schedule 40. Vibration: Allied XL Pige did not leak at or below 600 P.Sl. twice ils normal working pres- sure, and did not exhibit any signs of weakness, deteriora- tion or wear at the threads. Lal,oratories has estimated that Allied XL pipe would last up to and exceeding 100 years In most automatic sprinkler systems. lt is expected that panicularly conosive condi- tions will result in a shorter service life, as it will Jor Schedule 40". 'Fadory l,{ulual Approved lor wel sorinkler s.rsiems in t'thru 3l rizeg ,IrI "0ebils avajlable in February a, 1984V report by Underw.ilers Laborabrio! Inc. "'ULC - De,3ils a ilable in January lq. 1990 rcport by UnderwriErs Laooratories of Canada ULC approvEd for wet systems in hreaded application. ULC appoved lor wet{ry-preac{on and deluge syslens in unthreaded alplicaton. St€cifica$ons, descriptions, s€rvic€3 .' aft illus!-alive material herein arc acc.,,irare as known at tim€ ol publicalion and are sul;3ct to chango wilhoul no(cE. Fire restsanc€i..TtB :l'91i91.3|.{p"ro.igdol Allied XL pioi'b-i; Burst tesi: A ied XL piod tesled ro 9,000 P.s.t.'-+it4 Corrosion resistance: Bas'db-l on the examination of Sched- ,r ule 40 pipe specimens, the eattelle Columbus f,tr!lied TUBE & CONDUIT 16 100 South Lathroo Avenue l-{arvey, lllinois 60426 (312) 339-1610 1-80C-eALLtED o GrimeU ocorrp^n, SALES OFFICES ANO WAREHOUSES United States r,rr alrotr - !r:]! rk Yrrn! er - ltEt a2a3! a c6 ,:!40 - 1.3 !iir. wi - rarlN -t-ortL'..'6 sa$r - i' 5tr6 ti...fu ,E - rtr.r t?j.||aaxrr't l.r.r - ,slo rN w.r - l.rat *t{t{!ssr''b r$!. - .lla.Ed. ia -!rat qlaIi ccloFroo5d GAe -:'r: nrd s( - ttt a.^n r|4l:5re - !u ir.,g. 8rd - tats aa|]tal c€onG|A ^rdlcrol - !rri,tubo,|ln-t.o.t...ator a.- - idl (t'zttr rLLrNOllix& 6.$ - rrnJ 9s i&.. lt - pn| stns l|t&d..a:r - n:Btu!:ht -E t *r.,. rnar torlr - ii. J/tus hr. tld |ld - lllo.l aot D l1, c$,e ao.. - ir.a !'9!d.rif, trt - t-it ri.tr@ x^ssraxus€Trsct6 ofict - r.o 5r.d ea - Ftrt E].r!b rr- .ar5 - :615 br r'ir- o.. - cts lr},-te Nodr'*r !a.rr - t:or * r||r n - rra -..t6 r(ra(4'|.na - l9ovin -oq.t 4o N€lf J€nSEY 0a.r.o Nrc r-.1L's tr,r o;oa - 1'| ld 3.- t - C!a-{o ar6- , rr.t - 'tra rb-er b - tnal{*i{i) ctu,h ar:or - (lr *'s.n.ar -do.llrt4toHroc4Nn .rrt: - rlilt (,r,b & - Ittl 2.lo.ac,.,, r...1 _ r }x.!i :!, srn $ _ Bi rF-rr rds ,nrl - : fr :b, 16 c! h - ,tt ei\rio oaEcofl.afu{ 9t:ro - J:r, tEh. alri .- - lo -}:r:: rr6d,n DJ:a - 'nr r6d ar -,l|q'|I.Gaari.&d ' r:.11 - 1::r Airn h - l.rt! :tt lor. tExrrEsS€€ldrIn. - Jrr cdrie !l, - |lrt.liNrd4n^* :)l:r. - ,l'; €'n H r{ - a rl aciDil tGrAs,@ :: '5r - :.. J t, { .rrw (ri - lIl.l .J{r. FErn ; ton - nq N t)r5 .n - Ittll att{tn *rE ?rra. - '. !0 [Nn ffld - taq €taDoA.irld rr:r - .r., ac.d ar - p.l ra'-a b 0@l - .:|: s. 'h g, - rn| nrlar@n rdi: - itt oq.'d - Lul .:+.r. *s $lJr- l|rrb.n hrr--t{.t$t@ Canad3 '!!iI].',,. - t"o,- o.. s! 6r , - r{t ttt-t!;+- -:: "ir. - nr]o t?.t s1 - l.o (la{.| "sil'::i,t':"li*",,*.d - r.o.r'$!t t i<hq \+t. t -.:roo !r.9 wn -lo.l2'ilcn*iHg:: - .,.,, - '- "*' 5, - no.r r.-'.n.!5:!;:f ,' . - ..,* 0.. - rl..r.c!"n"#iu;;.0:,''#Stiiffi ol51.i! -, ,'. -.*",* u",' !- '- - .n4 !" {al "t#i:lli.1*:t;,;;HlL'fr .o.,- CrJ|te|\ Al02910 (.orl !l{l.eoo G.xYr.r Co.to.!tld! et-'t' fr ils.ilLu,-,*t-''o'15f,| 5/9rSP PR$rT€0 iN U.S.A. ALLIED SCHEDULE 1O SUPERIOR QUALITY SPFIT{KLER PIPE 'Alridd Lighr walr Pipe is a quality domestic manufactured product with exceptional physical characteristics and advantageous hydraulic design capabilities. ldeally suited for use In any sprinkler system installalion, Allied light wall pipe is a proven perbrmer that complies wittl the exacting slandards of ASTM-A135. Lightweight but strong and durable, the precision-engineered Allied light wall pipe allows for ease of handling to tacilitate installation, at significantly reduced labor cosls. Complies with ASTM-A135 standards Allied light wall pipe meets the precise Equirements of ASTM-A135 goveming tensile :#JJ*[iiir','::",t;", etc., as well as Allied' own exacting standards of consistency and quality. Reduced weight with increased strength Allied's unique in-line cold forming process produces a work hardened lighl walt pipe with exceotional tensile strength. Allied light wall pipe averages 30% greater tensile strenglh than the minimum requirements ot ASTM-A135 (grade A) and is resistant to permanent defl ection. In addition, the superior quality steel used in the manulacture of Allied's light wall pipe meels the ASTM-A568 requirements for carbon and high strength, low alloy steet. Ease of handling cost efficiency The lighler weight of Allied light wall pipe assures easier handling, resulting in reduced installation costs and considerable freight savings. Flexible design lor m.rximum engineering capabilities Allied light wall pipes larger inside diameter provides increased water flow and volume, which can r€duce pipe sizes required lor many instal lations. Cut-to-length pipe availability also assures greaEr system tlexibility, since systems can be engineered minus the installation restrainb imposed by standard pipe lengths. For further ffodbility, Allied light wall pipe is specially designed hr use with either plain-end or grooved mechanical fittings. ./'''. Versatile Allied light wall prpe has been lested and oualifies for use ;n automalic sorinkl€r syslems, meeting the requirements of NFPA 13, 13D and 13R. Allied light rvall pipe ls available in the bllowing stzes: Trade sizes 1'hru 4' in leng0rs 2l' & 25, Trade sizes 5'hru d in leng$s 21' only Spectncdions, dasctiptimE s€rrric€! ard lllusfdivo malerial hsr€in arr acoJrafrr as known at dma d publicalion and are slti€clb chango without notic6. ]trd. Sh.oo ID Nomlnrl wblt Thlclor..t lnchaa l{ominal W.lght Eundlc Slzaa Pc!- p.? Edla 1.315 1.097 .109 1.40 91 11/{1.660 1.442 .109 1.81 61 'lth'1.900 1.682 .109 2.08 61 ?2.375 2.157 .109 2.64 4., 2lz'z.6I C 2.635 .120 30 3.500 .J.ZOU .120 4.33 10 31/z'4.0@ .t. / ou .120 4.97 19 4',4.500 4.260 .120 5.61 19 5.295 .134 7.77 7 6!6.625 6.357 .134 9.28 7 8.625 8.249 .188 16.94 llllied TUBE & CONDUIT 16100 South Lalhroo Avenue Harvey, lllinois 60426 (7081 339-1610 1-800-SALLtED ^ Grinncll tco,." ,"' ITALES OFFICEIi AIIO WAREHOUSES United Stales AllZo.U '161 60rt - n:I b YiEn- tu - (E 27r.6rita CAI.IF(IFl||A d Crr 92i@ - trxt 6.!. rt - rar!, {r.rDtFd..b llcn - 5r sc- 4..-. a.. - trt.t r?ttrNlx.r-! a.t 5 - rso ^ryr vlnr - l.rst tat.rr6satrn *ar. - dr tr6d ft'. - |nit rr-6$i coloF Daoi- 3s102 - a tl F|rd 9. - |rm aa!.rl.l FIOFIOAimrsrg- r..oM&a|. - l.rlt 6at iral cloactA w - t.o.r ,2.4iot srd - ima! 6a.2ra2llttitotstsrq .o.r! - rto se6 H.d sr - 62t ..7-r!d I OI^t{Arerad raar - 3413 Ed Jc,r t - r$ 4 a*r.t toultit^LaJ--. ro|a - D J-rr F.t, Sr- n6 - t!a.t trir o:E C.rd noa - g5 Sdr A'i tr' -,!l| rl,irrrl taai^cl{rsETr3 I|ctloattrrE .rd - trG6 rbr &d-d o. - t3']r*.lonl|c30rtur.I.. 5l€r - r2or w s.! c. - o|a rs..tril ttltsot Fls r4 aJno - fir so'- xhc.airt - tlr.t ttr.srt x. r(.g c.r irr|l - rrt! va.m - tariu af.r-4yn rET J€F6EY {K|! NIiC &'IldP-orsi'- aD-atd E -l-q-.ot€v tafi(Fbi.- r.aot - r3.ia ur.rt r. - lnq aaat!.o toFrH caFoLr{Aorrbr 2!20a - l(n rr rffi i. - ltoal tn ..l| oh|ooEm .32ar - r@! |'ji ri - i31t aa,{aaocrr.d {r03 - t?r-r a-rltrr i - 1?'r|l.n.(ni orlrHo||Atur r.r.5 - .ri !to- 7tlr l.r A. - lall la!6 OFEGOiItdd 972!| - !O ^l'ht:|ln A- - (3txi 2?anor PEI{iISYL\ANIAsd.5 rrco - r.t I rd it - lt6l al-(lo tr!o',c! |'ca! - €2r Fac. a. - iata !laL. IEI{IESSEE.,.qr :L! 12 - ta cs{i.n I - iarl .LardNd- 1r?ro - rrlt rri { tr. - trll a..irxl IETA9M Ear - i{r! a{..- oE - lna 4l{r.|ffi "or - da-or e6 L - rt|ltatlgr -la.lat{n|lsnn2..a| -.it a'd& -lo.lta.u id ,loi!2 - .aa 5 lrr ll. - rna:3r.iaLdrFec -g|teF-@l.t r. wtllcoiSll{hh $?3:l - rarri. i tr, r. - |.ral OtqD Canade ltlallc{tr ra rl. - !L o i- t ar I - ta6t rr}a.a.rbr |:ll0a- nta rD a -Fq.aa.t !nl|otcourftlirvt tL-!a lFar t -{a{ r5€altrErvam -Dvhrrr - to{ aEarit^lMa^rht lEr !! - 7t c.rrr tl. - l..tt .(|.| r€v tconaLrdrLtt3-.0$OA, -|lE.at?iornnot irc/- lI ln-.toa-r i - Frq aa.gl'Ds. !IIAt- rOr9'rOc al -|ilo 2${a!|nxrrac-I|| c5't .l. -||qt}rD3drr l! aat - rtl (.rt lr ftd - ttil an/rD ouEllcIdrrr x, lva - fl Ii tLr ll. U: - laLl !€.aOs^3tutcrs xiF,r trr - n r .. - |ltt a.r}{il8-d - tti !| - !.il..rn l|ra - tD ta<ti rA GrinnellWy'SuPTffi rdid $Favtld-lCHl|r 3rtt- C.rt-r n q|trc |.ort !.l{6 O dc.|!o.f. Er.o$. flc. I l\Fo h|r E r, NH GIO - 16l tn.e4ooGI/SP 9/$ loM Pinbd in U.S.A. ? CPVC FIRE SPRINKLER PIPE AND FITTINGS FLAMEAWAY@ -314 thru 2INCH Flameaway CPVC pipe and tittings arE designed exclusively for use in wel pipe automatic fire sprinkler systems. They are made lrom a specially devel- oped thermoplastic compound com. posed ot chlorinated polyvinyl chlorida (CPVC) resin and state-ot-the-art ad- ditives. Flameaway CPVC products provide superior heat resistancE and strength and at the same time are easy to install. The inherent corrosion resis- tance of CPVC provides excellent water flow characteristics. Various Flameaway adapters are available to connect CPVC pipe to me- tallic piping. All female pipe thread adapters have brass inserts for dura- bility. Grooved adapters connect di- rectly to grooved end valves and me- tallic.pipe, with standard grooved end coupIngs. Flameaway CPVC pipe and fittings are UL Listed. Flameaway CPVC pipe and fittings are also UL Listed for use with UL Listed Harvel CPVC sprinkler pipe and UL Listed Spears CPVC sprinkler fittings. The UL Listings are in accord- ance with US requirements for use in: . light hazard or residential occupan- cies as delined by NFPA 13, . residential occupancigs as defined by NFPA 13D and 13R, . underground waler service as de. fined in NFPA 24, or . relurn air pl€nums as defined by NFPA 9OA. Flameaway CPVC pipe and fittings are C-UL Listed in accordance with Cana- dian requirements for use in: . light hazard or residential occupan- cies as defined by NFPA 13, . residential occupancies as defined by NFPA 13D and 13R, or o underground water Service as de- tined in NFPA 24. Printed in U.S.A. 1 1-97 .TABLE OF CONTENTS. -TABLES. A- Plpe Dimenslons .... 3 B - Pipe Pre3sure Loss . . 4 C - Plpe Eendlng Detlection ....... 5 D - Plpe ThermalExpansion.....,.6E- FiitingDlm€nsions. . . 8F- Fittlng Pressure Loss . 11G- PlpeSupportspaclng . 11 H - Sprlnkler SupportSpacing........11 J - Mlnlmum Ground Gover, Underground Serulcs . 12 K - Set Tlmes Belore lnitlal Handllng, Underground Sewlco . 12 L - Loop Offset Dlmenrlons, Underground Servlce . 12 M - One.Step CemenlCureTlmeg.......15 N - Two-Step Cement CureTimes. . . . . . . 15 Th6 listings only apply to th€ servicE conditions indicated in the Technical Data section. WARNING Flameg.way CPVC pipe ond, fittingsdescribed. herein must be installed end, maintained in comolience with this d,ocument, es wel!'as with tttz applicable stdnd,ards of thc National Fire Protection Asaociation and, the National Build,ing Cod,e of Canada (when applicable), in a&ition to tlle standard,s of any otller authorities ha,uing jvrisdictba. Failure to b so ryay impair the integrif of these &- utcelt The owner is rrsponsiblc for nain- toining tfuir fire protection system and &.oices in proper operating con- dition. ?he installing conttactor or mdnufacturer should, bc contocted, relative to ony qaeslionc, TO900 - sEcTtoNs- ..1..1 2 2 I 3 3 13 13 16 16 16 16 16 16 16 16 16 Flameaway pipe and fittings are ral€d lor use at a maximum service pressure of '175 psi and a maximum ambient temperature ol 150"F. The pipe and fittings have an identifiable orange co lo r. General: 1 . Flameaway pipe and fittings are only to be used as part ol a wet pipe or anti-treeze automatic fire sprinkler system. 2. Flameaway pipe and fittings can be used lor both 'Protected System" and "Exposed System" installations per the UL or C-UL Listing require' ments given in Chart A, as applica- ble; except that system risers must meet the requirements for a "Pro- tected System'. 3. Flameaway pipe and fittings are only to be used in areas having a maxi' mum ambient temperature of 150"E Install piping away from any struc- tural elements which can transmit heat, as well as light fixtures or hot water lines which could generate pipe temperatures in excess ol 150"F. 4. Flameaway pipe and fittings are only for indoor and underground service. Flameaway pipe and littings must be installed at a horizontal distance of at least 24 inches from air r€tum grilles or other openings in the ceil- Ing. Flameaway pipe and titlings may be used at temperatures below 40'F only when water solutions using pure glycerine (anti-freeze) are used lo protecl the piping system lrom freezing. The additive lor the anti- fre€ze water solution can only be glycerin and applied per lhe require- menls of NFPA 13. The use of an anlFlreeze system is subiect to ap- proval by the Authority Having Juris- diction. Flameaway pipe and littings may be installed in combustible concealed spaces assuming that sprinkler pro- tection lor the space is not required by the NFPA. However, if aulomatic sprinkler proteclion is required in th€ concealed space, as is the case for some NFPA 13 installations, Flameaway pipe and littings may be installed within the space provided they are protected lrom the combus- tibles in the concealed space as specified for a "Protected System'. ll is recommended that lhe Authorig Having Jurisdiction b6 consulted b+ fore installing Flameaway pipe and fittings in combuslible concealed 5. o. ^ "Protecled System" - Listed; ordinary tsmperalure ralad; slandard response, quick response, ot residential: pendent or horizontal side- wall sprinkl6rs must bs utiliz€d. - The minimum protection requked to pro. tect (cowr) the piping system is lath and plaster, 13 mm thick plywood, I mm thick gypsum board, or a suspended mem- brane ceiling with lay-in panels or tiles classified with r€spoct to surftace burning characteristicl having a mass not less than 1.7 kgy'm' and installad in stool sus- pension grids. Ths etlectiveness ot this proteclion can bs impaired if peneFated by openings such as wntilalion grills, exhaust lans connected lo melal ducts serving washrooms erceptEd. Where such a penetration is present, individual openings exceelling 0.03 m' but not ex- ceeding 0.71 m' in area must be located so that th6 distanca trom lhe edge ol tha opening to the nearestsprinkler does nol exceed 300 mm. This piping shall not be us^ed where such oponings EXceed 0.71 m' in area. The ettsct of the pr€senca ot non-rated recesssd lighting fixtures, pub- lic addrass spgakers and other inlerup- tions ol he orotective membrane haw not bean irwestigated. "Exposed Syslem" - Lisled, ordinary tomperaturE rated, qulck response pendent sprinklers with defloc- tors located no greater than 8 inches below he ceiling; or, Listed rssidenlial oendent sorinklers installed in accord- ance with their listing must be utilized. The maximum distiancs betwoen sprin- klers must not €xce€d 15 feel, or Listed, ordinary tempgrature raled, qulck response horizontal siderrrall sprinHsas with defl€ctors located no gteater than 6 inches lrom he c€iling and no great€r than 4 inches from lhe wall; or, UstBd residential horizontal sidewall sprinkl€rs installed in accordanca wilh their listing must be utilized. The maximum distance C.UL LISTING REOUIREMENTS between sprinklers must not €xceed 14 feet. - Ths ceiling above tho €xposed Systerf must b€ smoolh. flat. fixed, and horlzon- tal. 7.CHART A PROTECTED AND EXPOSED SYSTEM REOUIREMENTS spaces, to determine if any addi- tional requiremenls apply. Pipe: Flameaway CPVC pipE is produced to standard dimension ratio (SOR) 13.5, and per the requirements of ASTM F442. Aeler to the following tables for additional engineering design data: . Table A - Pipe Dimensions e Table B - Pipe Pressure Loss . Table C - Pipe Bending Oeflectiolli :. -1 . Tabre D - Pipe Thermat etp"n"ilj1fl-,1 Fittinqs: "i;;:- ' Flame-awav GPVC fitlings are manu- factured t6 specifications which ex- ceed ASTM F438 and F439 slandards. Sockel type ends arg reinlorced with increased wall thickness and hav€ Schedule 40 dimensions for sizes 3/4 through 1-1/2 inch pipe sizes (ASTM F438) and Schedule 80 dimensions for UL LISTING REOUIREMENTS "Protected System" . Listed; ordinary temperature rated; slandard response, quick response, or residohtiali pendsnt or horizontal sids- wall sprinklers must be utilizsd. - The minimum protection required to pro- tect (cover) the piping system is 1/2 inch thick plywood, S/8 inch lhick gypsum board, or acoustical ceiling pansls weighing a minimum of 0.35 pounds psr souare looi when installed with metallic support grids. "Exposed System" - Usted, ordinary temp€rature rated, quid( response pendent sprinkl6rs with deflec- lors localed no greater han I inc+l€s below the ceiling; or, Listed resid€nlial pendent sprinklErs installed in accord- ance with their listing must be utilizad. The maximum distance bstween sprin- . klers must not excEed 15 fB€t, or . Listed, ordinary tempe€ture rated, quick resporFe horizontal sidewall sprinklers with defloctors located no greatEr than 6 inch€s lrom lhe ceiling and no greatgr than 4lnches from thE wall; or, Listed rgsidontial horizontal sidewall sprinklers installed in accordance with thEir listing must be utilized. The maximum distance between sprinklers must not excsed 14 feet, or List6d, maximum | 55'F temperature rated, quick response upright sprinklers with dstlectors located no grsater than 4 inch€s below the ceiling must ba ulilized. - The ceiling above the 'Exposed Systerd piping must be smooth, flat, fixed, and horizontal, i'',i"*3f :."$tJAl'll'#'1il;i;t and connections to metallic piping sys- tems, are made with a threaded brass inserl and stainless steel reinlorcing ring lor additional strength. All pipe threads are per ANSI Standard 81.20.1. Grooved end adapters can be used for connection to metallic piping systems and are molded in accord- ance wilh Gruvlok standard cul groove specilications for steel pipe. The grooved end adapters are suitable for use with flexible grooved end cou- plings (e.9., Gruvlok Fi9.7000) that are listed or approved for lire protection servtce. NOTE Rigid type grooved, end, couplings must not be utilized, since d,atnage to the grooued end, addpter may result. Refer to the lollowing tables for addi- tional engineering design data: . Table E - Fitting Oimensions . Table F - Fitting Pressure Loss Pipe Hangers and Pip€ Locatlon: The use of UL Listed Mod€ls 22, 23, and 24 pipe hangers manufactured by Tolco, Inc. is recommended. These hangers are especially designed for use with CPVC pipe and fittings. Oth- erwise, steel pipe hangers having a minimum 1i2 inch wide bearing sur- tace and tree ol sharp edges, or wrap around U-hangers can be utilized, wh€re acceptable to the Authority Hav- ing Jurisdiction. Refer to Table G for pipe support spacing data. Adequate bracing musl be applied ad- jacent to sprinklers so that any oper- ated sprinklers will stay in their normal position as opposed to b€ing affected by the torces of discharging water. Proper bracing includes the use of a standard band hanger wilh the threaded rod oositioned with a l/16 inch gap betlveen the end of the rod and the pipe surface; a wrap-around U-hanger; or, a Tolco Figure 22 hanger lnstalled in the inverled position. R€fer to Table H tor sprinkler support data. When the pipe and fittings are b€ing used in "Exposed Systems', the lol. lowing criteria also apply: 1. For pendent sprinkler installations, the hangers must b6 anchored so that the pipe is in direct contact wilh lhe ceiling. 2. For horizontal sidelvall sprinkler in- stallations, the hangers must b€ an- chored so that the pip€ is in dir€ct contact with the side wall and with the centerline of the main run of pipe at a maximum ol 6 inches below thE ceiling. TABLE A PIPE DIMENSIONS 3. For upright sprinkler installations, rigid hangers must be secured to th€ ceiling with the cenlerline of the main run ol pipe at a maximum ol 7-112 inches below the ceiling. The dis- lance from the centerline of a sprin- kler to the nearest hanger is to b€ 3 inches. Underground Water Service: Flameaway pipe and fitlings may be used lor underground water service when installed in accordance with NFPA 24 and the following criteria: Trenching The trench bottom is to be continuous, smooth, and iree lrom rocks, Where ledge rock, hardpan, or boulders are encountered, cushion and protect the pipe by padding the lrench bottom wilh sand or compacted fine grained soils. The depth of the pad is to be at least 4 inches in depth. Though the trench width should be as narrow as oossible. il must be wide enough to allow for convenient instal- lation. Joining the pipe and fittings out- side of the trench will allow lor mini- mum possible trench width. Sufficient cover must be mainlained to keeo ex- ternal stress levels below acceoiable design stresses. Refer to Table J for minimum ground cover dala. NOTE Reliability and safety of seruice is of the utmost importance in d,eterlnining the minimum cover for on intend,ed seruice. Be sure to chech with the Aathority H ou ing J uri sdiction. Assembly And lnilial Set Times Before using, be sure to insp€ct all pipe and littings. lf there are any flaws noted, such as cracks or gougEs, lhey are to be cul lrom the pipe, or in the case of tittings, discarded. Refer to the Inslallation section lor assembly melh- ods. Reler to Table K for the amount ol time required to ensur€ assembly b€tore handling. Once good handling slr€ngth has been obtained, the cemenied assembly may be carefully lowered into the trench. Support the pipe as ii is being lowered into position, to prevent the application ol excessive bending stresses to ce- mented joints. Under no circum- stances should lhe pipe be dropped into the trench. Snaking Of Pipe Snaking or offsetting the pipe with re- spect to the trench centerline provides lor extra pipe length to comp€nsate for any anticipated thermal contraction that may occur in newly cemented pipelines. Refer to Table L lor under- ground loop offset dimensions to com- oensate for contraction. ln general, it is prelerable to snake all pipe assemblies along side the trench during its curing time; how€v€r, it is particularily necessary when installing pipe in high temperature conditions. Snake pipe lengths joined during hot wealher in the late afternoon heat. This will guard against possible ioint sepa- ration due to thermal conlraction of the pipe as it conlinues to dry throughout the cool night air. When installation air temperature is substantially above op- eraling and ground l€mperature, snak- ing is required in the trench. Adjust the wiith ot ihe vench accordingly.WHtLE CURING A SNAKED ASSEMBLY AVOID APPLYING ANY UNDUE PRESSURE TO THE ASSEMBLY. BacHilling : Underground pipe is to be thoroughly insp€cted and test€d for leaks prior to backfilling. Reler to 'Pressure Testing' in lhe Installation section. The pipe is to be unilormly and con- tinuously supported over its entire length on firm, stable material. Block- ing is not to be used to change pipe grade or to intermitl€ntly support pipe across excavated sections. Piping is to Nominal Pipe Size, Inches oHF:" I o",3::" lnches I Inches Weight, LbsJFt. 314 1.050 0.974 0.17 1 1.31 5 1.101 0.26 1-1t4 1.660 1.394 o.42 t- ltz 1.900 0.55 1 2.375 2.003 u,oo c -3-(Continued on Page 13) tlow. GAUnr|s PER UINWE (cPv) FRICTION LoSS (C-t50), PSIlFr. M]UIML PIPE stZE INC}IES s/4 1-1/4 1-1/2 2 1 21 1 5 0.0008 0.002E D.OO59 o.0 r o0 0.0151 0.0003 o.ooo9 0.00r 9 0,005:t 0.0050 0.0001 0.0005 0.0006 0.001 | 0.00r 6 0.0000 0.0002 0.0005 0.0006 0.0006 0.0000 0,b001 0,000r 0.0002 0.0005 6 7I 9 r0 0,02r 1 0.028t 0.0560o.w7 0.05,,r,r 0.0070 0.0095 0.0120 o.ot,a9 0.0r61 0.002J 0.00J0 0.0058 0.0048 0.0058 0,0012 0.0015 0,0020 0.0025 0.00J0 0,000.4 0.0005 0.0007 o.0008 0.0010 l't t2 r5 14 r5 0.0549 o.o762 0.0E45 0.ror5 0.1t5l 0,02 r 5 0.0255 0.0295 0.0337 0.0J82 0.0069 0.0081 0.0095 0.0r 0E 0-0 r 25 0.0036 0,0O,r2 0.0019 0.0056 0.0064 0.0012 0.001.+ 0.00 ,| 7 0.0019 o.oo22 r5l7 r6 l9 20 o.1297 O.1/151 0.r 6r5 0,r 7E:t 0.r960 o.o45l 0.0482 0.0536 0.0592 o.o651 0.0139 0.0 r 55 0.0t 73 0.0.|91 0.021 0 o.oo72 0.0081 0.0090 0.0099 0.0r 09 0,0024 0.0027 0.0030 0.0055 o.oo37 21 ?2 23 21 25 0rr45 0-255E 025r8 o2716 02962 0,0713 o,o777 0.0843 0.09'12 0.09E1 0.0229 0.0250 o.0272 0.0294 0.0517 0.0r t9 0.0150 0.0r41 0.0r 35 0.0t 6it 0.0040 0.0oi+/r 0.0048 0.0051 0.0055 25 27 2E 29 JO o.5r E5 o-54r 5 o.5655 o.5898 O./t'l50 0.1058 o.r r 54 0.r2 r 5 0,r295 0.1576 0-0541 0.0365 0.059r O0/r17 o.014 o.o177 0.0190 0.0203(I0215 0.0250 o.oo60 0.006/r 0.0068 o0073 0.0076 3l 32 35 3+ J5 0,,1,109 O.,,+676 0./0950 05251 0-5519 0,1/165 0.r 555 0. | 644 o,1737 0,r 853 o.c472 0.0500 0.0350 0-0560 0.0590 0.0215 0.0260 0.0275 0.029 r 0.0307 0.0085 0.00E8 0.00!r5 0.00!lE 0.0r 05 55 37 58 59 10 o.l95l o2032 o.2131 o2239o2y7 0.0622 0.063/r 0.06E7 o.0721 0.0756 0.0525 0.03,10 0.0537 0-057.,r 0.0392 0.0r09 o.0r | 5 0.0r 20 0.0126 o.0152 11 12 134 45 o.2157 0.2569 02685 027990:916 0.0791 o-0427 0,0864 0.0902 0.0940 0.0/r r I 0.0430 0.0/149 0.0,t6E 0.04E8 0.o159 0.0t,15 0.0r 51 0.0r 58 0.0165 45 17 /tE /t9 50 o.3059 0,3r 63 0.J26E 0,3416 0.5546 0.0979 0.10r9 0.1059 0.r r0o 0.1 l.r2 0.0508 0.0529 0,0550 0.057 | 0.0595 0.0171 0,0r 78 0,0t a5 0.0193 0.0200 <l 52 55 3/f 55 0.3679 0.38'13 0.5950 0./rO89 o.1230 0.r l E5 o.t22a o.1272 0.r 51 7 0.r 362 0.06.|5 0.0638 0.0660 0.0684 0-0707 0.0207 0.02 | 5 o.0225 0.0251 0.0259 56 57 58 59 60 0.137 3 0.4519 o.1657 o.1E17 O./r969 0.1/r09 0.r456 0. | 551 0. | 600 0.0751 0.0756 0.0780 0.0805 0.0851 os217 0.0255 o.0265 o.o272 0.0280 62 64 66 68 70 0.r 700 0.r 805 0.r 909 o20t7 o2129 0.08EJ 0.0956 0.0991 0.1047 0.t 105 0.0296 0.0516 0.0JJ4 0.0555 0.0575 FLOW. G{.loNs P€R MINUTE (GPlr) FRICTIoN LOSS (C-150). Pst/rr. I|(IUD{AL PIPE 9ZE. INCHES 3/4 I r t-1/4 t-1/2 2 72 74 76 7A 60 o.4242 0.2559 o.217A 0,2600 0.2723 0.1 t 6/t o.1225 o.1?47 0.1J50 0.'l,r 15 o.o595 0.o415 0.Ozr5,r 0.o,t55 o-0477 a2u 86 8a 90 o2852 o,298:2 0,5r r5 0.5250 0.53E8 0.1/r8t 0.1548 0.1617 0. r 688 o-t 759 o.05()0 o.0522 0.0546 0.o569 0.0595 92 94 96 98 roo 0.3529 o.3672 0.5816 o.596? o-4|l A 0.1832 0.1907 0.1gE:l 0.2059 0215a 0.0618 O.06,,rJ 0.0569 o.0695 o-o721 ro5trort5 t20 123 o.2w 0.2550 0,2759 0.2995 0,3230 o.0769 o.0860 0.ogtr o.ro10 o.1090 rJo r55 r40 r45 r50 0.3,t75 0.3723 0.3984 o.1251 o.1326 0.1 | 72 o.r 256 0.1 344 0.143,r 0. | 527 r55 r60 r65 r70 r75 0./rEOg 0.3100 05599 0.5705 0.5020 o.t 622 o.1720 0.182r 0-r 9250:03r r80 rE5 r90 195 200 0.6342 0.6672 0.7009 0.7554 o.7707 0.2139 o2250 0.2364 0.24E1 o.2600 205 210 213 220 225 6.2721 0.2845 0.2972 o.5l0l o.3255 230 235 210 213 250 o.5567 0.J505 0.3645 0.37&1 0.5928 255 260 265 270 273 O./+075 o.1221 0,4575 0.4529 o.4666 280 285 290 295 300 0.48i15 0.5006 0.5169 0.5336 0.5504 JO5 5ro 5r5 0,5675 o.58,,18 o.6021 TABLE B PIPE PBESSURE LOSS -4- L LENGTH OF RUN. FE T One End Restralned @ 73"F LENCTH OF RUN, FEEI l PIPE D€FLECTION, '*'"" I Two Ends Restralned @ 73'F TAELE C PIPE BENDTNG DEFLECTION Length of Run, Fe€t Pipe Deflection, lnches NPS, lnches u4 | 1 l1-114 11-1t2 1 2 2 1.7 1.4 1.1 1.0 0.8 5 10.8 8.6 o.at 6.0 4.8 7 21.2 16.9 13.4 11.7 9.4 10 45.2 34.5 27.3 23.9 19.1 12 62.2 49.7 39.4 u.4 27.5 15 97.3 77.7 61.5 (ae 48.0 17 124.9 99.8 79.0 69.0 55.2 20 172.9 138.1 109.4 95.6 76.4 25 270.2 215.7 170.9 149.3 1'r9.4 30 389.1 310.7 246.1 215.0 172.0 35 529.6 422.8 335.0 292.6 2A.1 40 - 552.3 ,{i17.5 3822 305.8 i+5 553.7 4€lit.8 387.0 50 - 597.2 477.4 Lenglh of Run, Feet Plpe Deflectlon, Inches NPS, Inches a4 1 l1-114 11-112 2 2 0.4 0.3 0.2 0.2 0.2 5 2.4 't.9 1.5 1.3 1.1 7 4.6 3.7 2.9 2.6 2.1 10 9.5 7.5 6.0 5.2 4.2 12 13.6 10.9 8.6 7.5 6.0 15 21.3 17.0 13.5 11.8 9.4 17 27.3 21.8 17.3 15.1 12.1 20 37.8 30.2 23.9 20.9 16.7 25 59.1 472 37.4 32.7 26.1 30 85.1 68.0 53.8 47.0 37.6 35 1 15.9 92.5 73.3 il.o 51 .2 40 127.1 't20.8 95.7 8i].6 66.9 45 160.9 128.4 121.1 105.8 4.7 50 198.6 158.6 125.6 130.6 104.6 c .5- ,"4*u0,,,*r* rroo*r,o* oln*rroa'n* AIL PIP'NG TaAERIALS EXPAND Al{0-.CO.l^rRAcr fint cHANciES tN TEMPERATRE. ENC8 Cp\C PROOUCTS CIN EXP4!O OR CONIRACT AS MUCH ASq ro -7_ qlEs rH/\_T qr !EEr- &r9I3!F! uusr ee qeoi-uner,r 6iso{rNc e cprrc prprnc s.arrx nrer ril ae epirseri'ici'Eiriiiut-sJr.xER ro wNrER TETPER^rIjRE YaRrf.lrgfs. qE! rHir rHE coEriosrr or fuxeen :xpensrox- ron nrxElwrl CFvc-llni diiriri-ftisl6rEMs ls 5.8r10-r P9. tN GSNERAI. ALLow APPRonMATET-y o.z5lxorEs or uorrtxExf roe Ewnv so r.ooi oi prpt irun-i-on giii*riirCHANCE IN IEMPERAruR€. THERMAL LINEAR EXPANSION FORMULA AL - | 2!L(AI) h+IERE: L - RUN TENGTR FEEI r - J.Erto-r |N./(N.T). COEFFTOENT oF ur{EAR EpAr{s|or{ AI . 6YP66^tr"t CIiANGE. T THERMAL LINFAR EXPANSION CHART (REFERENCE) EXPANSION LOOPS USUAIY OI^NGES N SPANK R P9-!G_S_F'!U! {LL ADEOU^TELY COIPENSATE FG ^ Y EXPAN9OT{ AND @ IR^Cr|or.. HOIE\ER. FOR LOIiIGRu s oF PIPE *rERE LmPs em neour*o' rxe rruowrnG-iiiriur-i sroglo ae useo ro Cer-cr.r1ire. ste fte orlRrs NCLUDED ot{ THEFOLLOSNG PAGS FOR REFERENG. EXPANSION LOOP FORMULA LOOP LENGTH lI NO|ES r THERE: E r MOoULUS OF ELASttOTy AT Lt^xDtuL IEUPERATURE pS D - OUI$DE PFE UAI/EIER. TNCHES lL - CHANG€ lN LENGTH DUE rO CI|ANGE N TEUPERAIUR€. r|tCHES (SEE THERTA AeAxgorr) S - TORKING STRESS Al MAnnUu IEIPERAI RE pg TABLED-PARTl PIPE THERMAL EXPANSION IETP. CHA GE (AD. f THERMAL EXPANSTON (AL), TNCHES RUN LENGIH (L FEEI r0 20 JO 4O 50 60 70 60 90 r@ 120 l.a0 r@ 20 o.09 0.r!o27 0J6 0.+6 0.55 0.5,f 0.75 o6:l 0.9 |r.09 1:l l.ra6 t{,O.t4 o27 q4l 055 0-5a o.ail 0.96 1.09 t23 tJ7 t.er t.92 2.r9 40 0.ra o37 055 0.75 0.9 |r.0!)116 l./r0 t.6r r.E2 2,r9 2,35 2.92 50 o23 0.46 0.6!0.9 r 1.14 r.g7 'r.60 r.E2 2.05 22A 2-71 J,r 9 5,63 @ o.27 055 0.u r.09 '1.57 1.6,1 r.92 2,19 2.16 2.7 3J!!.E5 4,JE 70 0.J2 0.6.r 0.96 t16 1.60 '1.91 223 255 2.67 J.t 9 E85 147 5.r I 80 0.56 0.7!r.o9 t'46 1.E2 2,r9 2.55 2.92 518 4.5E 3.11 5t4 90 o.4l 0.t2 123 t.54 2.O5 2,16 2.57 5r8 5.6!t /t.lO 1,92 3.A 6.56 r00 0.46 0.91 t.J7 r.82 22A 2.71 3.r9 5.55 ,1.10 456 3.17 6J6 7,30 MODULUS 0F ELASTICITY AND SIRESS vs. TEMpERATURE YoOULUS ol ELASITOTY, (E) r tO!, p9 L, -o- LOOP LENGTHS @ AT = 60T (4Of TO IOOF) NOMINAL (NPs), INCHES RUN LENGTH. FEET l0 20 50 40 50 70 60 90 100 120 't,to t60 aooP aENGTH. rNcHEs t/4 r0 l/t 17 20 22 24 2E 29 5r 31 J7 J9 I t1 25 a',29 38 ,+t 14 1-t/1 l5 IE 25 2E 59 45 a6 49 t-1/2 13 t9 23 26 J2 35 37 59 12 15 49 52 t5 26 30 56 39 12 14 il6 5l 55 59 L00P LENGTHS @ AT = 80F (50T TO 110") NOMI1{^L PrPe S|ZE (NPS). INCHES RUN LENGTH. FEEI 20 30 40 60 70 80 90 r00 r20 r40 r60 LOOP LENCIH. INCHES 3/1 12 17 20 24 26 29 JI 55 55 37 40 11 17 I t5 t9 2t 26 29 32 37 39 41 .r5 49 52 1-1/1 t5 26 29 53 35 J9 ,al 14 45 5l 55 1-r /2 16 22 27 58 ,11 +7 ,t9 5,r 58 62 2 t8 25 3l 1.|45 46 ,19 52 55 6t 65 70 LOOP LENGTHS @ AT = 100F (40F TO 140T) NOMI}IAL PIPE SIZE (NPS), INCHES RUN LENGIH, FEET 20 4O 60 70 60 'r 00 120 140 r60 LOOP LENGTH. INCHES 3/1 21 2s 33 36 59 41 11 ,t6 50 54 5E 17 23 2E J6 4O 45 ,+6 49 5l 56 6l 19 26 32 4'l 45 48 52 63 6E 73 1-1/2 ?o 2E J4 59 41 46 52 F'67 75 7A tt 41 za9 55 58 62 55 io 73 61 g7 EXPANSION LOOP CONFIGURATIONS TABLED.PAAT2 PIPE THERMAL EXPANSION CHANCE OF DIRECTION LOIE RUN OF PIPE --! Iz o- 8 (,z5 I (\| F(,z x <F s {F * RESIRAINING PIPE MNGER NON-R€SIRAIMNG PIPE HANCER orREclroN oF EXPANSION l/+ r LOOP LENGTH 5 lN. MtN, I t I l/5 r LOOP LENGIHt -7- TABLE E. PART 1 FITTING OIMENSIONS BCD WPICAL SOCKEI IRE IN INCH NOMINAL PIPEqr7tr (NPS) NOMINAL SOCKET DEPTH (A) NOMINAL EOTTOM DIAMETER (B) NOMINAL ENTRANCE DIAMETER (c) NOMINAL OUTSIDE DIAMETER (D) 3/4 1' 1-1/1 | -1/2 0.7t9 0.675 0.958 l.O9,r r.500 1.045 r.89,r 2,559 r .058 1.J25 t.570 1.9'12 2.357 r.68E 2.06J 2.Jr5 2.475 FITTING TYPE PART NUMBER FITTIN(ARE IN INCHES POUNOS NOMINAL PIPE SIZE (NPs) TAKE-OUT(r/o)WT PTOT PTIO Pfl2 Fft 5 PI20 3/1 t 1-1/1 t-l /2 2 9/ 16 3/1 1-t/1 0.t l0 0.r63 o:64 o.385 0.6lrr REDUCING PO707tO Pr 00707 Pl007 t o Pro1007 P121007 Pr21010 P12r0r2 P121207 P1212tO P12r2t3 Pr 5l207 Pr512l0 P15 r 507 P1515t0 P1515r2 P151520 P202007 P202010 P202015 XxYxZ RUN x RUN OUTLEI 0.165 o.117 0.r80 0.161 0.264 0.2J0 o.275 o.286 o.261 0.J55 0.54 | 0.308 0.365 0.585 0.6r 6 0.598 o.572 o.627 3/1 t 3/1 r1 1x3/ar5/a '| , 3/1 ,1 'lrl,l3/1 1-'l/1 | 1t3A l-1/4t1r1 I-t /1 x 1t 1-1/1 1-1/a x 1-1/1 x 3/1 1-rft x 1-1/1 x1 1-1/ax1-1/tt1-1/2 1-1/2x1-1/ar3/a 1-l/2 x l-|fi x 1 1-1/2x1-1/2x3/a 't-1/2 t 1-1/2 *. 1 1-1/2rl-r/2xt-1/a 1-1/2x1-l/2x2 2r?r3/a 2x2t1 2t2X1-1/2 3/1 9/ 16 3/1 9 /16 3/1 3/1 7/8 3/4 sh t 3/1 5/1 sh 3/+ 7/8 1-'tr 3/4 3/1 I 3/1 9/t 6 5/1 9/16 3/4 3/1 1lE 3/1 3/1 1 3/1 3/1 3/1 3/1 7/8 1-1/1 s/1 3/1 I 11/ t6 7/A 1r/ t6 11/ 16 1-3/r6 I 7/E 1-3/ t8 '| I 1-r /a t5/t6 r -5/r6 r-3/r6 1-3/r6 't -3/ r6 1-3/6 r-tA t-1/1 PSro70705 PSr10 | OO5 PSr100705 P$l01010 PST12l005 PSrt2 r 205 PSrr 5 | 205 P$15r505 PST20t505 PS1202005 XxYxZ RUN RUN OUILEI 0.1E0 0.230 o.240 0.580 0.500 0.J00 0.360 0.570 0,,t80 o.5r o 3/a x 3/a x r/2 NPI 1t1x1/2N?f | | 3/1 | 1/2 NP.f lrlrlNPT 1-1t/+r1r 1/2NPl 1-l/a t l-t/a | 1/2 Nrt 't-t/2 t l-t/t,1/2 NPI t-1/2 x t-t/2 | r/2 NPr 2 x t-t/2 | t/2 NPj 2t2r1/2NFr 7/16 1/2 7/16 tr/16 7 /16 7 /16 1/2 1/2 r/2 7/t6 1/2 s/16 1r/t6 9 /r6 7/16 s/8 5/E 1/2 F1/A 't -1/1 1-1/1 1-3/6 1- 1/2 1- 1/2 1-5/E 1-5/E r-13/16 r-r5lr6t, o FITTING TYPE PART NUMBER NTNNG OIMENSIONS ARE IN INCHES POUN NOMINAL PIPE SIZE (NPS) TAKE-OUT (T /o)WT STRAICHT PXOT PX10 PX12 PXt5 PX20 5/1 I 1-1/4 t-t/2 9/16 3/4 7/8 I 1- 1/4 o.r J6 o-2.2 0.363 0.506 0.990 REDUCINC PX1@7 XrYrWxZ RUN (X, Y OUTLEI 0.304lx1r3/4 r3/4 3/1 t5/16 ELBOW PLOT PLIO PLI2 PLI5 PL2O s/4 I 1-1/1 t-t/2 2 9/16 5/+ 7/E I r-1/1 0.079 0.r 35 0.19 | o,242 0.594 SPRINKLER HEAD gCT ELBOW psL0705 PSLTOO5 PSLr007 PSLl205 X xY x x 0.r60 02r0 0.250 0.550 5/1 x 1/2 NPf 1 t l/2 |lPf I t 3/1 |lPf 1-1/1 | 'l/Z NPr 1/2 r/2 9/16 7/16 t-t lE t-1/1 1-3/E | -7 /'t6 45' ELBOW PFLOT PFLI O PFL12 PFLI5 PFL2O 3/1 I 1-1/1 1-t /2 5/16 5/16 3/a t/2 o.rr9 0.r76 ol64 0.6r 6 COUPLING PKOT PKTO PKI2 PKIS PK20 3/1 I 1-1/1 t-t /2 r/E 1/E 1/8 r/a t/8 o.048 o.oEl O.l l,t o.r 76 0.!85 REDUCING COUPLING PRKIOOT PRK T 2,I O PRKT 5I O PRK I512 PRK2O15 XrY r/E 1/8 r/6 t/8 o.o77 0.r r0 0. | 5,r 0.15.a 0.J25 lx3/1 1-t /1 \ 1 l-l/2 | 1 't-1/2 t l-1/+ 2 , l-1/2 TABLE E. PART 2 FTTNNG DIMENSIONS -9- { FITTING wPt %o*, NUMBER POUNDS NOMINAL PIPT SIZE (NPS) TAKE-OUT (T /o)wT FLUSH EUI,HFIG P91007 P81207 P81210 p81507 Pg 151O Pgl5l2 P82007 PB20 | 0 P8.2012 PB20r 5 XrY 1/2 5/6 1/2 rs/16 1r/16 9/t6 1-3/16 15/16 5/1 0.044 0.101 o.o77 0.r 65 0.r32 0.088 o.2r3 o.212 o207 o.172 1x 3/4 1-1/a | 3/a |-l/1 t I 1-1/2 , 3/1 | -1/2 t 1 1-'t/2,l-l/a 2x5/a 2x I 2 t l-lfi 2 | l-t /2 GR00VE0 C0UPL1111 AOApTER ffi?r'1'l llli;<,,'] POtl2 PGA15 PGA2O X r PIPE O.D. 1-5/16 1-s/8 1-7 /16 0.1 54 o.220 o.297 1-1/a t 1.660 1-1/2 t 1.9OO 2 * 2,375 FEMALE AbAf4ER ,ffiryft,-tr4' .n J. t/O PFAOT PFAIO PFAI2 PFAI5 PFA2O 3/1 | 3/1 NFrt trlNPT | -'l /1 t 1-1/a N?r 't-1/2 x 1-1/2 Nn 2x2NPT 1/2 9/16 1/2 1/2 9/16 o-240 o,350 0.450 0.570 SPRINKLER HEAII ADAPTER m,t^x | | lrlrlrlYbqry'i ll_ , ., /o sPrcoT iBB[rl R HEAD ,.Fmr?rn,ksq+bJ tl_t n t/O ctf' @I tlI llr4r,to1 l, PFSro705 PFSAt005 PFgctooT 3/a I r/2 Nn I x 1,/2 NPf 1 r 3,/4 NPI 1/2 5/E 9/ 16 0.'r20 o,r 50 0.r 60 PSHAO705 PSHA|O0S 3/a x 1/2 NFI I x l/2 NPf 9/16 3/1 0.r00 o.t 20 PC07 PCl0 ?c12 PCr5 PC20 3/1 I 1-1/1 t-t /2 7/16 9/ 16 1/2 9/ 16 l1lr6 0,037 0,066 o,06E TABLE E. PART 3 FITTING DIMENSIONS .10- o -Eqrfi;t F*il,p" NPS, Inches 3t4 1 1-114 1-1t2 2 90o Elbows 7 8 11 45' Elbows 1 'I a z 2 Tee-Run 1 1 1 'I 1 Tees-Outlel o c 6 8 10 Couplings 1 1 1 1 TABLE F FITTING PRESSURE LOSS NPS, Inches lilaxlmum Horlzontal Spacing, Feet Maximum Vertical Spacing 314 5-112 Risers must be supported with a vertical alignmenl using hangers at each floor level or wery 10 fe€t ol elevation. whichever is less. Risers may be supported by hangers locat€d adiacent to the riser on the horizonlal sections ol pipe prolecllng from 0re riser. The hangers should be located as close as possible to the risir and should be capable of restiaining horizontal movement of the riser so as lo maintain vertical alignment of the riser. Risers may also be supporled by clamps applied di- rectly to the riser pipe; however, the clamps musl nol exert compressive stresses on th€ pipe. Therefore' I ls recommended thatthe clamp, as applicable, be locateo iust below a coupling so that the lower iace ot tho toupling rests agiins[the clamp. To take advantage.of this type of riser support technique, the syst€m 0e' signer should plan tor a coupling at each lloor l6l/d or every 10 feet of €l€vation, as necessary. 1 6 1-114 6-112 1-1t2 7 2 8 TABLE G PIPE SUPPOHT SPACING Maxlmum Support Spaclng Dbtance NPS, lnches "X", lnches Feet u4 6 e 1 9 4 1-1t4 12 3 1-112 to 2 12 7 TABLE H SPBINKLER SUPPORT SPACING NPS, lnches Mlnlmuml]rwldth(1),r'ti n i mu m fif;tu#io", ""f "t t' ! lnches Mlnlmum Ground cover ETii- (HeavyTrafllc), !nches 3l4to2 I 12 to 18 30 to 36 NOTES: 1. A wider tr€nch may be needed if the pipe is joined in ths trench or snaking ol lhe pipe is required. 2. Water lilled pipe is to be buried at least 12 inches below the maximum expected trost dspth line. 3. When installgd benealh surlaces lhat are subiect to h€avy weight and/or trallic, such as roadways, encase piping in a metal or concrete casing. TABLE J MINIMUM GROUND COVER_ UNDERGROUND SERVICE - Set Tlmes Before lnitlal Handling To Assure Strength Of Assemblles, Hourg NPS, Inch€s 60 to 120"F 40 to 59"F 32 to 39'F 3l4lo 1-114 114 1 3 1-1t2 and2 1t2 2 6 TABLE K SET TIMES BEFORE INITIAL HANDLING - UNDERGROUND SERVICE _ Off set, !nches Maximum Temperature Variation, "F, Between Time Of Solvent Weldlng And Flnal Use Loop Length, Feet 10' 1 20' 1 30' 1 40" l s0' l so' 1 70' l ao' 1 90' 1 100" 20 3455667788 50 7911 13 14 16't7 18 1920 100 13 182226293235374042 TABLE L LOOP OFFSET DIMENSIONS TO COMPENSATE FOR CONTRACTION - UNDERGROUND SERVICE _ -12- 9..,i , $Hliq!r6:,p,,:ig# d*l*l"f +n"'"miJ:i. s, :*'ll ;i;*;:::mf fl ,ll,"o n.'""' on on :l',Tlsi:.' 3'#'i""'f l?,il T f, :,li"t: ]irof", "t well as aPplied in such a iiinner as to physically shield the pipe ir'om O"t"ge. Attention should be oii"n to locil.pipe laying. experience inicn t"y indicate potential pipe bed' . ding Problems' i penetratlon ol Fire Fated wall3 And ,,i:' 83flt.liif; oHJ with resard ro rir,e warl .. and partition penetration with CPVC, pipe.'Severa.l U! Cll9lfled through- ',; b;netration firestop systems are ap.i' broved lor use with CPVC pipe. Con- :-' iult the UL Building Materials the piping system -this solution will be non-uolatile. Furtheti dry granular calcium hypochlorite must not be stored or used near CPVC soluent ce- ments and, primers. To install Flameaway pipe and fittings wilhin an ambient lemperature range ol 32 lo 120"E refer to the lollowing sub-sections as appropriate: o Cutting The Pipe . End Preparatons . Cement . Joint Assembly And Cure Times . Assembly In Hot Wealher (greater than 94'F) . Assembly In Cold Weather (less than 40"F) . Sprinkler Installation . Metallic Piping Connections . Pressure Testing Cuiting The Pipe (Fig. 1): Use of a wheel hand cutter, having a cutting wheel intended tor CPVC pipe, is recommended for cutting Flameaway pipe. Alternatively, a fine- toothed saw and miter box or power saw can be used. Proper .assembly requires that th€ pipe have square-cut ends to provide optimum length of bonding surfaca. NOTE The use o rachet cutter is not pertnit- ted,. End Preparations (Fig.2): Atter cutting, the pipe ends must be deburred, inside and out, since burrs and filings can cause leaks. When de- burring lhe outside, a slight bevel is to be lormed on the end of the pipe. The bevel eases entry ot the pipe into the fitting socket, as well as minimizes lhe wiping away of cement from the inside wall oJ the fitting socket. Make sure the end of the pipe and th6 base of the fitting have an inlerference lil. The pipe should make contact with lhe fitting sockel wall between one- lhird and two-thirds of the wav inlo the socket. lt the pipe bottomi in the socket dry, or il the pipe will not enter the socket dry, check the dimensions ot the pipe and litting tor acceptability. Wipe the pipe ends and fitling sockets wilh a clean, dry cloth to remove any moisture, dirt, or olher substances from the surfaces to be loined. Mois- ture can add to curing time, and any toreign substances in the ioint can weaken the ioint. , Directory, the UL Fire R6sistance Di- . Fciory and the system manufacturer for p.oper selection and application. General C o nsid.cra tio ns Since flammable and toric solvents are utilized in CPVC cement products, appropriate sofety precautions must be tahen o,nd, installation personnel need. to be completely familiar with the potential hazards, application procectures, protectlons, q.nd, precd.u- tions outlined. in the Moterial Safety Data, Sh.eets for the applicabte piii- ?rs and I or centents llse Coution With Welding?ora hes At cons-truction sites where plastic,pipe is b_eing installed or has recentty been solvent welded, special cautialnmust be tahen when using weld,ingtorcnes or other equipment wheretparhs might be inuolued. Flammable u.dpors - from cenlented, joints sotttc-ames trnger within or around, a CpVCptptng srtstem. (L"e (qtgiqn With CrIe ,m nlno."hlorite D_:-f:, yy d,ry granular colcium hy-pochtorite as a disinfectins materibl X*yt", purificaiion ln potablevruc uo,ter piping rystems.- The in- '!!f!ctton of granules or pellets ofca,tctunL hypochtorite uith CpVC sot-uena_cengnt and, primers (includingtletr yagors) may result in d vioteitcne.mtcal reoction if water solution is i?,, i::! It is aduisibte to purify linesu! pumping chlorinated.'waiir into CEment (Flg.3): CPVC pipe and littings referenced herein are to be assembled with eiiher of th€ following One-Step or Two- St€p Solvent Cement Systems p€r the ap- propriate 'One-Step" or 'fwo-Step" in- stallation instruclions: o Flameaway GFI One-Step Cement . Flameaway GF2 Two-Step Cement and Purple Primer . Spears FS-4 One-Step Cament . Spears FS-3 Two-Step Com€nt and FS-l Primer Exceptions: 1. For upright spdnkJer installations, only use'Hamoaway GFI One€tep Cemenf. 2. For undeqrowdwalet sevice, only use'Hamaawry GFI One-Step C6 mdn( or'Hamaaway GF2 Two-Stap Cement and Purple Primef. ivenEs The use of anX other solvent cetnent system will void all warranties and laborotoryr appruols Cement end primer containers, os ap- plicable, should be hept tightly closed, -13- when not in use and, couered, os nluch os possible .when in use. Do not ollow prirner to d,rip beyond. the fi.tting sochet. This can rcsult in dzcreasing the overall strength of tlw fitting ond may also result in crache in the fitting when presswe is ap- plied,. Auoid. opplying too murh cemenL Do not allow the cement to drip beyond the fitting sochet. This can result in decreosing thz ouerall strength of tlle fitting and. may couse crocks in thz fitting when pressure is applied. When not in usq alwojs heep tle ce- tnent con seoled. In thc euent thdt tlu cement is found to be jellX lilee and not free flowing, d,iscerd, tlu remaining cement. Do not otternpt to dilute the cement as it may affect its perform- once. One-Step Solvent Cemenl Syslem The tollowing instruclions apply to either the Flameaway GF1 or Spears FS-4, as applicable. The low VOC, One-Step Cement does not require use ol a separale primer because th€ orimer is contained wilhin the cement. Therefore, lhe One-Slep Cement must be WORKED (i.e. usu- ally 3 to 5 rotations ol the dauber or brush around the pipe) into the CPVC, in contrast to the Two-Step Cement which is only needed to be applied to the surface. Use the dauber included in the can io apply a tull, even layer of One-SleP Cement on the pipe end, to lhe sockel deoth. The use ol 3/4 inch dauber will make it easier to work lhe cement into the pipe surface; however, lor 2 inch size pipe in ambient temperatures greater than 75'E it is recommended that a 1-1/2 inch dauber be utilized so as to make it easier to keeo the entare joining pipe surface wet. WORK ce- ment inlo pipe with dauber, until the surface is pre-soflened. The cement should be worked in firmly enough to rub otf the printing on the pipe. Apply and WORK a slightly less full layer of cement into the fitting socket, again presoftening the surface. Avoid ex- cess cement and puddling. APPIY a light second layer of cement on the pipe. Two-Step Solvent Cement System The following instructions apply to eilher the Flameaway GF2 with Purple Primer or Spears FS-3 with FS-1 Primer. First, apply Primer to the inside ol the fitting socket with the dauber, and then apply the Primer to the pipe surface. A 3/4 inch natural bristle brush may be subsliluted for the dauber. DO NOT USE a brush with synthetic libers as they are likely to dissolve upon conlact with the Primer or Two-Step Cement. Use enough Primer lo ensure that both tho pipe and titting surtaces are com- pletely wet. Remove any puddled er which may hav€ accumulated e bottom ol the fitting sockets. Second, apply a lull, even layer of Two' Step Cemenl to both the PiPe end and fitting socket while the Primer is still wet and lacky, starting with the pipe end. Use the dauber or a natural bristle brush. A brush having a width approxi- mately one-half the diameler of the pipe will help assure that an even amount ol Two-Step Cement is aPplied to the pipe surlace. Lightly re-coat the pipe end to assure that the coating ot Two-Step Cement applied to the pipo is slightly heavier than applied to the fitting. Joint Assembly And Cure Times (Fis.4): Assemble ioints quickly, while th€ ce- ment is still wet. lnsert ths pipe inlo the litting socket until it comes to a stop at the bottom of the sockel. lt is very imporlant tor the pipe to reach the bot- tom of the socket. More than 50o/o ot the weld strength occurs near the bol- tom of the socket. Rotate the pip€ ap- proximately 118 lo 114 turn to get a good alignment ot the assembly and lo ensure the proper spread of the ce- ment. ll the litting needs to be installed at a specilic angle, any alignment must be done at the time the pipe is iust in- serted into the fitting. Hold the assem- bly tight lor about 30 seconds during initial bonding, to avoid push out. lt sutficient cement has been applied, a continuous bead of excess c€ment will come out of the joint assembly. Wipe otf any excess cement with a rag. lf no bead is present, sullicie!t c6ment has not been applied; the joint must be cut olf and a new joint must be prepared. The assembly must be kept still lor a minimum oi 15 minutes or in accord- ance with Table K lor underground service, to provide good handling strengih. The assembly can then be handled. but care should be exercised to avoid applying any undue ptessure to the assembly. Cure times vary ac- cording lo the environmental condi- tions present when the ioint is.assem- bled. Reler to Table M or N, as applicable, tor minimum cure time as a function ol hydrostatic test pressure, pipe size, and ambient temperalure. Assembly ln Hot Weather: The lollowing guidelines are lo be ap- plied when ambient temperatures are'g5 to t eO'F during the assemblY ol Flameaway pipe and tittings, since sol' vents penelrale and solten ioining sur' 'laces more quickly in hol weather: Store Cement and Primer in a cool or shaded area Prior to use. lf possible, store Flameaway PiPe 1. ROTATE1/a 10 t/4 TURN -14- o. 4. and fittings, or al teast tne enos I solvent welded, in shaded area b-e' fore cementing. Cool surlaces lo be joined by wiping with a damP rag. Be sure that sur- faces are dry prior to applying primer or cemenl. Avoid puddling inside the socket and wipe otl excess cemenl atler ioint assembly. Since heat makes the surfaces more receptive lo the ce- ment, any excess cement can pene- trate deep into the pip€ or litting, weakening them. Try to do cementing in cooler mom- ing hours. Make sure that both surfaces lo be joined are still wel with cement wh€n putting them together. Solvents eyaporate laster at elevated tem- peratures, especially when windy condilions prevail. Allow tor a greater contraction lactor when assembling in hot weather. 8. As a safety precaution, primer and cement musl not be used at tem- peratures in excess ol 120'F (lhe boiling point of two of the ingrEdients in the orimer and cement is between '140 and 150'F). AssEmbly In Cold Wealher: The following guidelines are to be ap- pligd when ambient temperatures are 32 to 40'F during the assembly of Flameaway pipe and fittings, since sol- vents penetrate and soften joining sur- faces more slowly in cold weather: 1. Preiabricate as much of the systgm as is possible in a heated area. 2. Store cement and primer in a warmer arga when not in use and make sure they remain fluid. ll lhe cement is ielly like and not lree llow-' ing, discard the remaining cement. 3. Take special care to remove mois- ture, including ice and sno/v. Be sure that surfaces are dry prior to applying primer or cement. 4. In temperatures of 32 to 39'F and below, extra time (approximately 30 to 60 seconds) working the cemgnl into the CPVC will be needed to penetrate the surfaces. Check for penelration by scraping the surhce. Wilhout penetralion, a good jointwill not form. Sprinkler lnstallation: Sprinkler heads must be installed only a,ter all joints required to connect the sprinkler head to lhe pipe have been solvent cemented and allowed to cure as required. Belore installing th€ sprin- kler head, make sure lhere are no for- TABLE M ONE.STEP CEMENT CURE NMES (FLAMEAWAY GFI or SPEARS FS-4) 7. TABLE N TWO.STEP CEMENT CURE TIMES (FLAMEAWAY GF2 or SPEAHS FS€) eign objects or substances (such as dirt, burrs, or excess cement) in the sprinkler head adapter which could re' slrict the llow of water or cause the joint to leak. When installing sprinkler heads, sup' port ol the spiinkler fitting is recom' inended to ldssen the slrain on ihe sprinkler litting assembly. The use of a sirap wrench applied to the sprinkler fitting is recommended.Generally 1 to 2 tuins bevond finqer tight (i.e" a torque ol 7 t6 14 ft. lbd. lor 'tl2 inch NPT sprinklers or a torque of 10 to 20 ft. lbs. f6r 3/4 inch NPT iprinklers) is all thal is required lo make a leak free seal. NOTE If the pipe threeds leah following the inrinilir monufocturer's installation $rocedure, remoue the sprinhler and, repeat the instollation procedure mLhinz certoin thot ad'equate male oioe tEread. seelant is used Gefer to 'Metaltic Piping Connections sub'sec' tion). Over tightening of the sprinhler pipe thread in @n dttempt to compen- sate for pipe thread leo.hage can result in damage to the sprinhler adzpter with subsequent and, continuous hoh- age past the sprinhler adapbr femolc pipe threads Metallic Plplng Connectlons: All mal6 pip€ thread connsctions to Flameaway fittings must only utilize either ol the following sealant typ6s: . Teflonl tap6 having a minimum thickness of 0.0O25 inch which meels o, exceeds ths requir€montr3 of military spscificalion MIL-T- 27730A. The Tellon lape is to be wrapped 2 lo 3 turns ctockwise (as viewed |tom the sPtinkl€r inlet). . A lactory applied thread sealant lhat does nol contain liquid solvents In the cured stale and is UL Classitied for usa with wat€r or glycerin (glyc- e16l) anti-fieeze automatic sprinkler f DuPont Regislared TradEmark 3 Hrs. 7 Hrs. '16 Hrs. 5 Hrs. 16 Hrs. 32 Hrs.1-114to 1-112 7 Hrs. 32 Hrs. 72Hrs. 225 PSI Test Pressure NPS, Inches 60 to 120"F | 40 to 59'F | 32 to 39"F 3,/4 to 1 5 Hrs. 24 Hrs. 32 Hrs. 'l-1l4to 1-112 7 Hrs. 32 Hrs. 72 Hrs, 2 10 Hrs. 72Hts. 120 Hrs. 200 PSI Tesl Pressure NPS, Inches 60to120'F l40to59'F | 32to39'F 3l4to 1-112 3 Hrs. 8 Hrs. 24 Hrs. 2 5 Hrs. 24 Hrs. 72 Hrs. 225 PSI Tesf Pressure NPS, lnches 60 to 120'F tlo to 59"F 32 to 39"F 3l4lo 2 16 Hrs. zl8 Hrs. 120 Hrs. - 15 - systems. Listed erinnell ""0 P trademarked automatic sprinklers having faclory applied thread sealants meel these crileria. Manu- facturers of other automatic sprin- kler products which have male pipe thread connections wilh a tactory applied lhread sealant should be contacted to determine comoliance with these reouarements. NOTE The integrity of CPVC piping sys- tems ma! be impoired by the use of solvents or hyd,rocarbon oils contained, within some threed. sealing compounds- The grooved end adapters are suitable for use with llexible grooved end cou- plings (e.9., Gruvlok Fig. 7000) that are listed or approved tor fire protection service. All grooved end connections must utilize EPDM gaskels.The gasket is to be placed on the melal pipe or valve tirst, and then slid over the Flameaway grooved adapter. Olher- wise all instructions of the groov€d coupling manufacturer apply. NOflSS The use of Gruulok gasket lubricant is recommended. Other lubicants moy couse degradotion of CPVC producti. Rigid type grooued, end. couplings ,nust not be utilized, sinee damage to the grooved end adopter may result. Pressure Testlng: A{ter the pipe and filtings have been assembled, the curing process is com- pleted, and installation of the r€main- ing non-CPVC components is com- pleted, the sprinkler system is lo be hydrostatically pressure tested per NFPA requirements (i.e., two hours at 200 psi, or two hours at system pres- sure plus 50 psi for system pressur€s greater than 150 psi, whichever is greater). lf any leaks are found, the leaking joint must be removed f rom th€ system and replaced with a new joint. NAIE After the system is fiIIed with water to perform the hyd,rotest, trapped, air is to be remoued from the piping prior to applying the Est pressure. Tlapped, air can be bled ftotn the Inspectorts Test Connection and. from sprinhler head. locations that arc the higlust and farthest from the water supply to the sashm. No compressed, air or go,s should be used for pressure testing. General: It is recommended that fire sorinkler systems.be inspected quarterly by a qualif ied Inspection Service. Storage: Primer and cement should be stored in tighlly closed conlainers at room tem- peratures between 40 and 110'F. Ce- ment should not be stored near heat, spark, or open flames. Store littings as shipped or in a similar protective container, away from abra- sive objects, dirt, sawdusl, and heavy items which could possibly crush or dent individual littings. Store pipe on clean, tlat surfaces that provide even support lor the entire length ol pipe. Wiren storing ouldoors for a prolonged lime period, the pipe and fittings must be covered with canvas or other non- lransparent materials. Briel exposure to direct sun on the lob site is not harmful. Howevar, once the color starts to fade, discard the product. Fading of the color indicates that the physical properties ot the product hav€ begun to change. Handling: Flameaway pipe and fittings are d€- signed and manulactured lo be impact resistant. However, care should be taken when handling Flameaway pipe and fittings. Do not drop the pipe or fittings, or allow hard objects to fall on them. Do not drag the pipe on the ground. l{ there are any llaws noled such as cracks or gouges, they should be cut from the pipe, or discarded in the case of fittings. Added precautions should be excer- cised in extreme cold weather condi- lions when CPVC products can be more easily damaged by impact. Remodeling: During remodeling or ceiling repair, appropriate precautions must be im- plemented to properly shield the piping trom the protected occupancy. Seller warrants tor a period of one year trom the date ot shipment (warranty period) that the products furnished hereunder will be tree f rom defects in material and workmanship. For further details on Warranty, see Flameoway Price List. Refer to Flameaway Price List to ord€r Flameaway product and accessories. Cement and Primer Requlrements Fitlino NPS; Inches Number O,f Joints Per Quart Cement Primer 314 270 810 1 180 540 1-1t4 130 390 1-1t2 100 300 2 70 210 This document is available with all measurements given in metric units. A copy of Technical Oata Sheet TD900METRIC may be requested from the Technical Data Department. The following conversions are pro- vided for your convenience: inch foot psi GPM psYlt = 25.4 mm = 0.3048 m = 0.06895 bar = 3.785 LPM = 0.2262 bar/m !V4'NPS 1'NPS t.t/4'NPS r-1/2 NPS 2' NPS = oN20 = oN25 = DN32 = DN4O = 0N50 @ Beg. radernark of GRINNELL @RPOFAnON, 3 TYCO PARK, EXETER. NH 03833 Grooved ED Fittings - ---->l C to llt'o',,**l |fi,ur@ + !to El+ .C . FLOWDATA VFrictional Resistance {Expressed as gcurvalent Slrarghl Pipe - in Ft.) llomrnal Size lnches Elbow i tee 90' 15" i Eranch Tee 1 :;0.8 4.2 1.7 2 1.8 3.5 5.0 2.6 1 3.0 f.u b.6 3.4 16.0 o.E| 5 o.f,21.0 o 10.9 f,.u 25.0 1 0.0 6 b.5 22/.\13.0 Cto! I ltlEt Ea.Nommal I histze ! .. lnches : NU oel 2r i-t 2 i ''i:.:2X15 0.7 i15!C150 | 2-1.2 tZ ',':al212A]Ci.1i 50 i 1.33 | 1.0 '500150 | 7i8 3x2 j :{.i3CZ0 r.. , 2.0 !1 ':.:!3c01 7;6 i i.4 irScc3clI :x2 : ::::$20 i 3i--;-.;.!l a''3 | a.l I r'Jr\iJW 4x2.:3,1{i:i5 1i.0 r :500500 3 :3 : :.1::{fi0 7.5 115005C01 6t:' , ::fi€340L:i | ,.t\ Eri I ::::!:6C1.1.2 | 24.5 ii0r0800 1' A i.<,',tnmll i.ffi'F- - :: '?Id41- "Grooved Mechanical Branch Outlets F lilr ' l\ Nominal Size Run r Branch Incnes Part No. Max. wk. Press. PSI Hole Dimensions 0imensions {ieishl hch t.brHole Saw Size ln Max. Perm 0ia. tn Gtoova ./ tncnes "$f Inches Inchss -z'>3 r 1.114'300 2 2-1;A 3-a x 2.1.8 +1/4 3.34 'll 3 r 1.1i2'1503015 2 2.ri8 I .4a i 2-13 6n/4 3.3/4 3.1 3x2'1503020 300 y{6.1,4 4-V8 4.{ ! \ 1.112'1501015 300 3.3/4 52 4x2'r5C1020 300 tf'f'2 /-t!4.38 41 r501025 v 2.3tA 2.7lg i-l;b 4.518 \'140409/' 300 ,l-: s 5.1/8 /?t*.:i-'--' : -"'.' l _J )ffia$300 2 2.1i8 1.3;3.114 0.1 2 3.34 b.J <--Y-r 3g/rsrle 300 9.12 +38 Q.lrri.-\JLJ. L q. Grooved Outlet .<r2.12 2.Xa qr 2 1.5i8 7.0 300\J.Jl 6 r.:3 q. !,t 5.3r8 6 r l-ll2 r506Cr 5 2.|]8 :.i J l.rr.r6 10 3-!4 La 1506C20 250 t-d 3.1rr6 |10 .t-38 ,.o :3r J.5 3 3{ 6x3 :5C6C30 250 3.5€\s I :.ti.ts 10 5.18 :i05c10 ?50 .1.5'8 : js\l:t 16 9.3I 6.1/4 9.4:a__!_t_Ar2 '54?t20 2-1..:.:s | :-\6.1'1 14.0 NOTE: Aoola{Tmate drr nensaon trorn cenler oi run to e | 2-1:2 "5AeA25 250 .3-;t 6.r/{r 4.0 leo prpe eno. 112 x 3 - 1/4 bolt when used as a cross.rres 8xl 150e030 i-::1-;:8 r f.i 8r4 l50g0d0 250 4.1 ?4.18 l7 6.1/4 r1.0 For Specifications & lnstallation Coupling 1. Remove one nut and bolt lrom housings. Loosen the other nut until it is tlush with the end ot the boit. Rernove the gasket lrom the housrngs. 2. Check suitabilrty of gasket for lntended service and apply a thrn coat of siliccne or other compatrble prpe lubncant to gasket lips and outside ol the gaskei. Apply lubrrcant to inside of housing. 3. Insert and push lhe gasket over one of the grooved ends of the two pipes to be joined. Gasket lip should not overhang prpe end. 4. Align and bring the pipe ends together and slide gasket into posttion cenlered between the grooves on each pipe. Gasket should not extend into groove on either pipe. 5. Place housings over gasket and apply pressure by hands to engage the keys into the grooves. Insari bolts and apply nuts f inger tight. 6. Tighren nuts alternately and equally until housing bolts pads are firmly together, metal-to-metal. Uneven tightening will .\in^h iho .,.trcLol Reducing Coupling '1. Remove nuts and bolts from housings. Remove gaskel from housings. 2. Check suitability of gasket for intenoeC service and apply a thin coat of silicone or other suitable oipe lubricant to gasket lips and outside of gasket. Apply lubricanl tc inside of housing. 3. lnsert the large opening of the gasks: ov6r the larger pipe ends until the steel washer toucrles tne oioe ends. 4. Align the pipe centerlines and inseri ihe si-naller pipe end into the gasket. A slight twisting mciion oi the pipe eases assembly. Steel washer will preveni :ne movement of smaller pipe inside the larger pipe. 5. Position the housing halves over the gasket. making sure the housing keys engage the grooves on eacn pipe. Proper lubrication ot the interior oi the housing and exterior ot the gasker is imporlant to prevent Easks: oinching. 6. Insert the bolts and start ihe nuts manually. Tighten the nuts uniformly, alternating side until housiig boits pads meets firmly metal-to-metal. Uneven tighting will pinch the gasket. 1. Cut or drill hole in oipe. Hole diametsr for each mechanical branch outlel is listed on lhe charl periarning lo the product. Holes must be drilled on the center-lrne ol lhe prpe. Remove lhe .a cut piece and cutting chrps. Make 3ure inat the prpe surface / l within 7/8" ol the hole rs clean. srnooth. and free ol indentations ' or prolectrons whic\ woLrld affeci proogi sealing. 2. Remove one nul and bolt from assemoigc housings. Loosen the other nul until it is llush with lhe enc of bolt. Bemove the tape and litt the gasket. 3. Apoly a thin coat ol silicone or other pioe lubricant to all surtaces of the gasket. Feposition ihe gasket into the housing using alignment tabs on the sioes for proper positioning. 4. Rotate the Iower housing approximately 90 degrees away from the uoper, or outlet section. Place the upoer on to the surtace oJ the Dipe in line with the outlet hole trecared per instructions and rotate the lower sectton around the pioe and close the Wvo halves. 5. lnsert bolt in its hole and finger tightsn both nuts. making sure that the locating collar is in the outlet hole. Also make sure that the positroning lugs are aligned properly. 6.Tighten nuts uniformly until the gasket pocket area of the upper housing is in complete contact with pipg surlace and the assembly is rigid. Nuts must be tighlened with even gaps between bolt oads. Toraue In excgss oi what is recommended is not desirable. Gruv-FIange 1. Open the Gru,r-Fiange and placs hingec iiano3 around the grooved pipe end with the circulai key seclcn localng into the groove. 2. Insert a standard bolt through ihe mating holes of the Fiange to secure the Flange in the groove. 3. Check suitability of gasket for the inlencecj service and apply a thin coat oi silicone or other comoaiiole luoricant to gasket lips 1..-r and outside of the gasket. ,tJ 4. Press the gasket into caviry beween the cire O.D. and Flange recess..- 5. lnseri a siandard Flange bolt in the hin33 hole opposite the lock-bolt and direci the two bolt asserilciy ic mate with the Flange of the device to be joinec. 6. Add the remaining standard Flange bcits and iighten all nuts eveniy until faces contact tirmly or bolts afiain recommended ioint ioroue values. I n std at i o n lm"t;ggjitgt", p r Style Product Pipe Size lnches UL Ratings-PSl FM Approved-PSl std.wr. Pipe Lightwall Pipe std.wt. Pipe Lightwall Pipe 100 Lightweight Coupling 1-1/4 - 3 CUU 400 300 500 400 300 (nn 400 300 500 400 300 140 Gruv-Flange z-6 175 175 1'7E,175 250 Reducing Coupling 2 x 1-1/2 Tlru 4x3 6x4 250 300 250 300 zav 300 250 Rigid Coupling 1-1t2 - I 175 175 175 178 150 Grooved Branch Outlet 3 x 1-1/2 ThruBx4 250 250 250 250 160 Threaded Branch Outlet 2x112 tnru 6 x .+ 250 tqn 250 250 1000, 1010, 1100, 1400, 1500 Grooved Fittings 1-1t4 - I 500 3UU (nn 500 Notes: 1. Fubber gasket styles are UL ListeC and Fl\il Approved with standard grade "E- (!PDM) gasket. Temperature range -30oF to +230.E Becommended lor hot water service witnin the specifieo temoerature range plus a variety of dilute acids. oiljree air. and many chemical services. Not recommended lor oetroteum servrces. 2. Lightweight pipe shall have a minimum wall thickness in accordance with SCH 10 and shall be roll grooved per National specilication. 3. UL Lisled and FM Approved pressure:alng under roll groove specification lor Styte iOO-. 140. 150. 160.250,500. 300 osi ' 1 - t/4 rhru 4 (XL & Super ltow by A ieo Tube A Conduil Coro.) 1 -1l4 thru 2 (LS By Century Tube Corc.l 1- lhru 4 (SL & High llow by Western T..jbe uorp.) 1 - 1 /4 thrLr 2 (Eodie lioht bv Bult Mooss Tube Co. ) 175 osi - 1.1/4 thru 4 (Dyna flow by American Tube.) NATIONAL @ LISTEO /7, '{uicIJt/ LISTEO "National Grooved Fittings and Mechanical Couplings" are the result of more than fifteen years'experience with otf- shore production of castings, elastometric gaskets, and other components used to prcduce the broadest line of grooved products for the fire sprinkler industry. Unlike importers who broker castings from jobbing foundries, the National line is manufactured in affiliated foundries, where foundry practice is state-of-the-art, while the quality control systems in place permit complete product traceability. National's thin wall casting techniques are unsur- passed anywhere. Elastometric gaskets are sourced trom firms that not only have the know-how, but also the abil- ity to insure consistent high quality, while nuts and bolts are manufactured to international standards. Whether sourced in the United States, or elsewhere, the components used to produce National Grooved Products meet or exceed all applicable standards. National Grooved Products are world class and sold world-wide, providing per- haps the best value in the industry. Consicier the following : . National Mechanical Couplings and Fittings. and other related components are UUULC Listed. and FM Aoproved lor use in fire sprinkler systems installeb iniccordance-with theiequirements ot ihe National Fire Protection Association (NFPA) Bulletin 13, latest edition. . Ductile iron used to manufactuie the Niional line meets the requirements of ASTM A-536. Every lot is metallurgically examined to insure comoliance. . Ethylene oropylene (EPDM), gaskets are 100% inspected prior to use. . Nuts and bolts used in National products are heat treated and conform to the requirements oi ASTM A-183 or ASTM A'449. . National Grooved Couplings and Mechanical Tees employ labcr saving installation by design. Only cne roit is required to be removed for installation. Tolerances of the cast housing. gasket. and nuts and bolts are heid to tignl iolerances, which allow the installer a fit-up everv time with no soecial trainino and make-on techniques. Styf e i EG Lightweight Coupling anrca oup gs lhminal Sizg lnches Part No. Pips o.D. lnches Max. r/r/k PEs$r€ PSr MaL End Load Lbs' Allow Pips End seP. ln' Ihffrlion frcn Q1 Pipe Pipe Irtoot Y z wuPnr€ l)rqreca hches 1- t/4 100125 r.660 500 1,080 0-1/8 4 - 't9'0.90 ,-ln +7t16 | -3/4 1.4 1-'U2 't00150 r.900 500 1.400 0-1/8 3.45'n;!$r/8 t"v2 la4 t5 100200 2.375 (nn 2.213 0.1i8 3.1'0.fi]3-38 $r/8 1-U4 1.7 ,.1t)100250 2.875 500 3.245 0-1/8 ni,3.7/8 :.//5 1-3/4 L2 .r_ I g.soo I n.soo li=lb.bzJr- 18.62s la.sro 16.360 lg.zeo I;,' r* l- t20.450l- 10.1/8 -0. r/4 10.1/4 lo.r/4 10.14 la'J |3-1r',l- I2.3s' E.iot- 11.40 I o.s | 0.56 lo.5r I o.ro I ntt When low to moderate pressures are indicated, or when weight considerations become significant, the Style 100 is recom- mended. Pressures up to 500 psi, depending on size may be handled. 'Maximum working Pressure, Marimum End Load. and Pipe End Sepa.alon data a,e 1o. standard weight steel prpe with grooves cut pe. Nalional specilicalions. t Allowable Prpe End Separatron and Oellectron ligures lor standard rott grooved steel ptpe w|ll be one.hall lhe values listed abovg. 'J Nominal Size lnches Part No. Pipe Inches Max, wk. Prcssurc PSr Max. End Load Lbs.''lrfr $iJ I oimensions Sealing Surlace Appror. wr. Ea. Lbs, I '"""""1'l'l A Mar A Max lnch?s Inches r.10200 ?.3;5 250 t 105 4 ',2t2':r c,4.it4 3/4 3 .106 r.r0250 2.S75 1.620 4 5ie/1 7 7tB 3 906 3 110300 3.500 250 2.405 4 ,tZ t 1 7.',,2 6 15i 16 3.500 J.53 | r40400 J.500 250 o 5iAtX 9 15/r6 4.500 | 40500 6.075 a 1! / 7:.2 tO 8.1t2 r5/r6 6.7r8 1.10600 Z;4t3.i2 11 7.781 10.0 140800 1.1.500 2)4\2.i21i3.'.tz 11-314 l.ri8 15.6 Gruv- Flange Allows direct connection of llanged components to a grooved systems. Housing are hinged for easy assembly. A specially designed single gasket, seals the pipe and mating flange. Provides a rigid joint,/vith no angular or linear movement. 'i\,,laximum Working Pressure. fvlaxrmum ::rc L?ad. and Pipe End Separation data ara lor standard weight steel cioe,,vith trasvgs cijl per l.lational specitications. Nomind Sire Inche3 Part No. Pipe Inches Mar WK Pfe3sun PSr Mar End Load Lbs' Allow Pipe End sep. ln' Deilclbn tmn C1i Dlmonsions ApproL wt Ea. Lbs, X Y Inches 2 \ i-12 2375 { 1.900 r.;cc ir;:;-:t: r .53'3--il8 1.7/8 1.8 2-i2r2 25C2820 :.::'] ir 1; -::':r :.:3'01,! ,lvt 3.500 r 2.375 rdt.:::r .,l:4-3,4 6-3'4 t.7t8 1.3 3 r 2.1!2 2503C25 3.500 r 2.375 2.1i5 ii'6. !+i : . ::,!"1,4 6-3i',4 t-7t8 4.2 ! x2 25i{Cm 4.500 r 2.375 i.ln:1ir6 - : :; 2. ?A &1,8 $1/2 2.3r6 Jr 2.12 N!425 4.500 x 2.875 2"2-:3 i1116-::l 2-36'.su8 *1t?2 -3116 3x3 25!4C30 4.500 x 3lC0 350 :::5 iur6. : :l z ':g E-11!2.3/16 5x,l 2:C5C30 5.625 x d.Scq J:|.,ilr'15 8.r2 11.1/4 2.!8 11.5 Designed to connect two piec3s of different sizes, eliminating the need for two ccuplings and a fltting. A steel washer pre- vents telescoping of smaller oice Into a larger pipe, during assembly..Max|rrumWorkingP.ess!re.[/ax|rrUc.:.c!:ad.andPipeEndSeparat|ondalaarelorsta|da|dWeigntsle9l:Ic3,.v|thg.:c.eS:u|perNa i Allcwabte Pioe Eno Secaranon ano 0:,1-.::ic. iigures ior standard roll grooveo steel pipe will be one-hall lhe v3iues:rsi3a i:av9. { Si'ijs .r-,lr;' ." ;!''D* Nominal Size Part No. Pipe nn lnches Max. Wlc h$nin PST H6x. End Lo.d Lbs' Allow Pipc EndH ,Y Appror. WL EA. Lbs.tngrrcs X Y L lnches ffii/^ t 1-lt2 Siie?sD t.-000 ,: I :tiu 0.10 it 4.$8 2.I16 t.9-l 500200 C.Jr J iJ I //t 0.10 3.r i4 2-1t16 2.1 .,irY.-, I5ij-\ J.li 2 500250 2.0, J t5 I 1.135 0.10 J-3,6 ?-1t16 t.) 3-\5Qq300 3.5C0 ;5 ri.i85 0.r0 4.1t2 6-1/4 2.t/16 ,J.4 i .t'z i -r r-;,' ; I 'J , | . t -: r J 500,100 *i$/! | a.r !U 0.16 5.5r8 7.1t4 z-Ji to 4.2 500600 0.02f \:L t6.030 0.16 l.ttd 10- l /4 z.J/ ro 6.J D:-:)500800 o.oz!1;5 a--\i?l 0.19 r0.3i8 2-3t4 r5.0nt!1 tu -f I system. The wider key secti rint. After the initial seoarat t PiDe End Scgaralon .rata rfc lor slar(lita Coupling/ ',_ Prov'des rgyh+l-to the groove\ redugg,I{fi rbility and provrdes-ll9*lF 'mWq',nl Pli:surc. i,li'r\rrr,r,r Ex :l-i j piping a rigid i, J LJ.lo. itol 15 and the tongue and groove arrangement ot thi l. Joint will not permii expansion and contraction. d .reqhr stecl prpe rvrth grco\es irl ger N.rno|lJl spllcrhr::rhoos. L For Specifications & lnstallation ProceduresTurnTo Pages 6 & 7 o TTINGSPIPE FI Catalog PF-88 Grinnell is the leading manulacturer and distributor ol iron pipe fittings in North America, having produced cast iron screwed pressure and drainage fittings and cast iron flanged fittings since the early 1900's. The company has produced malleable iron pipe fittings for several decades. Grinnelllittings may be found on most piping systems throughout the United States and Canada, this popu- larity is due to the company's reputation for producting high quality products combined with a nationwide distribution system. Grinnell pipe tittings are manufactured to conform with applicable standards and this coniormance is rigorously monitored by the Grinnell Quality Depart- ment. WARNING Pipe f ittings included in th is catalog are intended for installation and service as described herein. We are aware that these pipe f ittings have been used successfully lor purposes other than for which they were designed and we also know that on occasion these products have failed when so misused. Examples cf nisac:llcatien v.,hich car :esuit !n failure and in personal or property damage include: overtightening; using too much torque in "making on"; re-use of fittings which may have been clamaged in removing; tightening in-line under pressure causing possible damage to the threads and weakening the joint; the use of fittings in load bearing structures such as handrails; the use of plain untested or drainage fittings in pressure applications; using pressure fittings in systems beyond the listed pressure andlor temperature limitations. Our customers should exercise care to use these products properly so as to avoid any possible on- the-job accident. The trusrcd *G'you1l see on every Grinnell product and package. No other fl) supplier can offer you what it represdf'cf lnok for ir Deoend on ir Grinnell' CopyrEhr 1967, 69. 72. ?4, 76. 78. 79.60, 82, 85, 8r G.nno$ Cofgorstrn Provdcnco. Fl Salcs Otftc.3 a|id w!.eiorrsa3 on bocl coret evr=69 STJPPLY SALES COMPAI{Y ;r cast iron threaded 125, (slandard)o Class pressure,",,ilo", i ilIffH:Tl;JoTr,,ru Grinnell standard and extra heavy cast iron threaded fittings are manufactured in accordance with American National Standards ANSI 816.4 (except plugs and bushings, ANSI 816.14). Oimen- sion s also conform to Federalspecifications, WW-P- 501 (except plugs and bushings \l/W-P-471). pitched Grinnell standard and extra heavy tittings in this section, sizes /o - 12 inch, are included in the"Listot Inspected Fire Protection Equipment and Materials" issued by the Underwriters' Laboratories, lnc. flan f is. elbows sire, in. A in. B in. hl (appror) each, lb 35't riE.351 371 black galv.blsck 90" elbow straight.' f ig. 351 gitched: tig. 354O fl-fr .r ".flwIt-t tlanged and threaded tig. 371 I { "l 5ll -IS i P-'1-'r t^-i*-t7.=-ri;7 ll,. c-l A: center to end ot pipe B: center to face of fitting % l//7 ti tx, ,xt tx, 1% .to -za .40 .17 .to .41 t/ 1 1t/ llio tXt 1% 1x. .tti 1% .ou .92 1.U .61 't.46 1%'tx, 1%a ,t txt 1tx.. 2% 2tX, 1.95 3.13 4.94 3.21 oii 4 2Xc 2t14" )7a o7t6 .tlv 7.21 5.O I 1t 17 1:: 't2.67 13.25 18.22 21.56 s | 3trft , tt; I zr.+o \zz.zz I za.ts 613%1ux131.33 133.33 140.s0e lsXc 16%o 164.s6 lo;.t+ | 80.06 t Sizes 4 inch and Iarger have two bolt holes tapped for stud or tap bolts. OAvailable in sizes )i inch through 2 inch only, taPped to Pitch l! incn in 1 toot; cast with leiter "P" on body. 45o elbow: fig. 356 {'\ d \*i '-t{ llanged and threadsd lig.372 .rR- - \ \r,\\t !i. \!i A:cenler to end ot pipe B: cenler to lace ol li ing sEe In. A in. B in. each. lb fiE.356 372 black I gatv.black It )i ti ,//t6 )16 ll ,xn ,,//a .'t6 17 .17 .38 1' 1l,l ,rr2 ,7 1 < l/ .t tt .ss | .r..83 I .rt 1.33 | 1^36 at.r. t 2 2l; ,xt .I 1Xt 1ll/ 1t\t 1.7e | 1.83 2.8e I 2.e6 4.29 | {.35 \t' t 1Xt 1%2% 2% 6.44 | 6.6s 4.42 I .. 10.64 I r 1.22 5 6 8 )v. 214 Jl.t 3l(" 4V 16.96 26.02 50.17 1i.38 !6.19 ;;; 64.41 ' 1" size available in I r yr reducing size, black oa galvanized. pf-19 'ffirass 125, (srandard)or"r.ufing., o.i I saluraled steam: 125 liquid & gas at 150" F:175 g lees 3rza, In.in. B tn.:". I D in.in. l. tn. wgl (!pp.or) each. lb. black g!lv. straight le€ fig. 358 OH,f - t-.T -o--8.<r t' r't i i-^ -"1 |n-:'--in l. r-: l. .r..1 r -l--------i----J: - l A, B, C: center to ond ol plpe O, E, F: center to fac6 ot lltting r/ 7^ yt l/ :'t llt. Yt ,'a tJr" % 5//a ,rri^ ,XI I i,A ,':l ,XT 1 .56 .z.t . cat 1 1% 1V 'xl ,Y" 1t1. ,X,, ,X, 1'/. lXt 1t,/ 1y'.,,1x,' 1% 1% .84 1.25 2.03 .85 1.31 2.O7 1% 2%:'l'x. 1Xt ltXc ltXt 1'Xt 2'\, 1'7r 2t1,1t ltXt 2V, 2\14, 2.70 4.23 o.o, 2.72 4.33 6.79 3 3t4 4 2Xt 2tl(o 2Xt 2Xt 2Xt 2Xt 21llt 3% 3t(, 3t/t nl/ 3!,1r at/ 3y Ja..,,,/ '10.00 '13.29 16.33 10.16 13.82 16.99 at .r11. ar/e/t 3dr J7, idr 3Xr ar/r,t I 5Xc 414 s% 6X' 4t4 ./a $t 4% 5h 6Xt 27.33 40.85 79.00 27.67 41.40 81 .25 reducing tee lig. 359 ,EF l--o---,1. E--1 t-..r---{------.-{tl F'lI iA-61 |..f--|-'--i-.-l-T.Tltti ttll l i. l.l t ._, _____-:1 ! A, B, C: center to end of pipe ntrF' center to lac€ of tltting l,r/, %7Nt/ tXt lXo ,x" tXn t/ tXt 1% 1% 1% 1t4 1% 1% <., EA ,l lt ,x",xt %114 1yr 1%.59 L1 1//2 76 ,x, tt/ - 46 tX" tx, tx: ,1, i/t 1X' lXt 1Xt tnt 1:(l 111 1n 1Xr /o 62 ,A % 'tl. \K" lXc tXt 1Xt 1Xt 1Xo |,.' .ta .64 %,X,,x"tXt iAt 1l l/|a Yz tXc tXo ,r,1,.1 l./1%lXt ,l 1 ,/- % ,t, tKt tx., 1Xt ,xc rXt tXt ,xt 1l/| /l 1N 1% 1% t4a 1r. 1% 1.1 1 1.01 1 ,4 ,x, tXe lXe ,tt lXc ,xo tXt ';1. rXt <l/ t7, 11A lIle lr,ll 'lY.c 1I/z lllt 116 I ra 't.00 RO t//, ,XI rv_ ,xt ,xt ,Vt l!2, ,xt ,1, |/t 1 ,11 . l,/ 1)1 1'l / 1Y'o 1k 't!lt 1)/t 1.08 .91 qn %1 rv-''a tx,.t1/1t/1%1.08 % l//t 7/ 1,t/7 1 ,x" 1 tX"rv_ ,xt lKt 1K,' 1Kt r r'ta 111 1)l .99 1.00 1!1 <l/!1 n ,x, tXt tXt '^. lv. tx, 1YE 'l%lKt 1X. r,ta lXr lrjfr 1% 1.73 1.57 1.47 1 'rl/ 1 1/ /2 1l,t't/t tXt lXt ,xt 1% ,vt ,x" 1l/t/a t/a | /'a al/| /a 1)1 r,la 1K .lrf r,1a 1li 1\l 111 ltXl 1ti '1.79 1.53 1.36 1.27 1.56 1 .30 t,/ 1l/ I | //etl"1% tl, ,xt 1% 1Y. 1% 111 1!(t 1t( 1\i art 1'X. at/ .t ?,1 1.43 Yz l///t a t/ .,| t/N ,X, 1l/ ,{" tv.la 1l/ I iia 1't a Itl 1l; 1\i 1r/ l tlfr 1ti 1.64 1.38 1 .00 I 1 .l/1Yt rv.I r:i.1!Jrr r.49 Pl-21 *rl AME,S FLUID CONTROL SYSTEMS J lnstallation Ihe 2000ss should be installed with adequale cleannce and easy acces. sibillty lor naintenance and testlng. The 2000ss nay be installd vedially or horizontally. Reler to loal codes lor specitic i nshllatio n rquirements. I Features. Lowest documenled head loss. o Non-corrosive 300 series stainless st*l body.. 50% lighter in weighf rcduces insbf lation and handling cosfs.. Only assembly ASSE 1015 vedi- cally approvd. t 400/o shorter end to end dimensions lor compact, inexpensive inslalla- lions.. Excellent lor retrolit applications.. Single two-bolt grooved style cover lor quick and easy access. I I Application The Anes 2000ss provides posltive dip-tlght closure against the revene tlow ol non pohbleliquids caused by a cross connection. The 2000ss can be used in lire protection syslemg inigatlon systems aad olher syslems rquiing low and inte rmedbte lna rd protecfron. I Opention ln normal llow conditions the inde- pendently openting check valves remain closd until there is a demand lor water. Each ol the check valves in series is desi.gned to open al approx- inately (1 ) PSI pressure diflerential in the direction of flow. Al cessation of llow or under a back pressure condi. tion both checks w/l close until the . Sirnp/e service proceduuq rcgulru no speclal lools. t Palented .'cam-check assembly tor Iong tern reliabllity, low head loss, ease ol seruiceabilily. 'Patatt 15.0t6525 I National Approvals Appnvd by all mloml appronl agenciu' O resumpllon ol normalflow. Ames 2000ss -& Dfinensions stzE A B c D E (Op.n)F Ncl Wt wllh Grbt N.t WL u/o Gatr| 2V.'xv 10"34"1r 140f,snrt1tr3%"8F '|"215*55f zr 4A 10'4W u1h"9f'zl5/,58i 6"zntt 4AAt 't5.ta'c,!h"11'?5f t(Iil I I Specificalions The double chect shall consist ol two independnty opentcd spring londad cam-ch*k nlves, requlrad lesl cocls and optlonal inlet and oullel resillenl wedga shut oll nVes. Each cr,n+heck stnll be lntemally Imdd md provlde a positive drtp fighl closure againsl fhe nYene llow ol IlqruH aused by tr,ck slphomge or Mckprassun 7he modr hr cBn-check lncludes a sfainless cleel spring and cam-arm, rubb*hced dlsc and a replacablesatThe body ctrnll be nanulactured from 300 series shin- less sfeel, lUM ler,d tree wlth a shgh two-bolt groovd slyle access covor. No special lools shall be rcqutrad lor seruicing. Double chwk slnll be Ames 2000ss. I P hy si cal Characleristics Sizes - 2Vz',3", 4', t,8o, 70o Rated worflng prcssure - 175 psi Hydroshlic prcssum - 350 psi Tempenlure Range - 3? F - llt F Fhnge dinension in accodance wilh AWWA Class D All intemal mehlparls 300 series shin- less stsel Body nataial S00 series sbinless sleel AssemblyshallDeASSE l0l5approved l or v erlial hrcblhdom, A WWA C51l!89 'Contacl the laclory for specilic apProvals Form r DCA,/SS l0/93 AMES to- T 10O 200 300 .100 500 tuvnda@PM) 4' Docamutd How Churctarlstics (tnctuding shut-otf vatves) ::: : : : ......i....,..- 4".';i\"" """:"""""" " i"""""""""':" " " "" "":"" """' , ./l\i ! i i 100 ax, 3(x) tt00 500 EovAehpPtil) 6" Documnld Flov Charnlarlstlcs @ctudins shut-ott vatves) 6qt GPil :::::/:::::ta-. . . . . . . . , . . . . . , . . . . i . . . , . . . , , . . . . . , . . . . i . . . . . . . . . . . . . . . . . . . : . . . . . . , . . . . . . . . , . . . i . , , . , . . . , . . . . . . . . , , i . . . . . . . - - ,rt i . . . . . | . . , . . . . .iir:d'/:":"""""" "i" " .' " " " " .' " : " " " " " " " " ":"" """".,"':" """")F :""., " "": " "' ^iiiy'i, """\"""': "" " "':"" """"..'t '...":;;4 "" ".'"'; """\-: , """""'i """"'l "" i : -i,i 10 Qa !e $c E. $a !e Ec F. 0l 0 I 10 0l 0 750 1000 flovBalc(GPM) 1250 1500 GPiil a 8"& l0"(pndtng) 916.666.2493 l4S5TantoranAvenue P.O.Box1387 Woodtand.CA9s776 Fax916.666.3914 2|f & t0ocunntd Hlv Chuacte$ths @cludtng shut-oft uelves) FIUIO CONTROI. SYSIEMS { toEn FIRE SPRINKI,EB CORPORATION Tncur,ucet Dere Water Working Pressure Rating - 175 psi ( | 207 kPa). Factory tested hydrostacically to 350 psi (2414 kPa). /- D ns c nrcTroN A N D O p s nerrc N The Globe Model CV-l-S Swing Check Valve features a swing rype clapper designed for use in fire sprinkler or other types of water piping sysrems that incorporate grooved connecting pipe ends. lt is effecdvely used whenever it is necessary to permit water flow in only one direction and to prevent flow in the reverse direction (non-recurn). Becr,use the CV- l-S incorporates a spring-loaded clapper assembly, it may be installed in either the vertical or horizontal position. Most commonly, it is used with various configurations of fire depanment connections for sprinkler systems, by-pass connecdons, gravity pressure tank connections, pump discharge in connections from public water supplies ro automadc sprin- kler systems, etc. As an alternative to using an alarm check valve with a wet pipe sprinkler system, a CV- | -S Swing Chetk Valve may be used in a "Shotgun" arrangementwhereby the valve is trimmed in a similar manner but utilizes an electric water flow switch and alarm bell instead of a water motor tont for fire notification. The body of the Globe CV- l-S Swing Check Valve is constructed of high tensile strength cast iron having considerable ductility to reduce dahage in field handling. lt meecs the ASTM A 126 Class B rating. The CV- l-S clapper assembly is made of stainless steel and has an E.P.D.M. rubber focing. The CV- l-S incorporares a special sainless steel spring assembly which allows its use in ghe downward flow direction. lt effeccively provides a leak tight seal against back pressures treater than one (l) psi. Bronze hinge pin bushings hold the clapper in place against the brass seat. The Globe Model CV- l-S Swing Check Valve has a "bolced on" access cover plate to which the clapper assembly is factory attached. lf field service is ever required, this feature allows very easy servicingwithout the troublesome need co remove the complete valve assembly from the piping system. This feature is also incorporaced in che Globe Model "H" Alarm Valve Series and is a significant advantage over those valves having no access cover pla[e. AppnoueLs U.L. Listed U.L.C. Listed F.M. Approved N.Y.C.-8.S.&A. Cal. No. 840-80-SA --r - - -J--r f - -- -f ----1 i ll) .i ..1, FRICTION LOSS 4OZ AIRPARK DRIVE. STANDISH. MICHIGAN AUGUST I992 Stlrc Cuncx Vewn Moom CV-I-S S rlN nn R D & t r e-fiorcfr\tt Gnoovn/GRoovE 4,, SIZE ttoDEL cY.l.s SWING CHECKYALVE PHYSICAL DIMENSIONS 517-846-4583 . FAX 517-846-9231 its,I ll ...' r,rPr, -.#F,-o'-q[| i 'l ltlr'r;-'r'i - -- --A ' IIr' -,-+, | | |..r'+1::I | |I --J-F' ,,i-r-"'j SULLETIN CV.I.S ' S'wnvc Cnncxunlj Mooru CV-|-S Srluo,qnn & "SHorGuN" Gnoovn/GRoovE 4" StzE {.1 i\ --6 /" ".Y"if@ "fu" Cnass SecrtoN O n o n nt rrr c h,t r o n pt ar I o N SPECIFY Quantity Model Number Untrimmed or Factory Trimmed and Leak Tested Hydrostatically @,-LoB,ETS!Z' FTRESPR|NKI.ER -T7 CORPORATION ITEII OESCRIPTION I Hlchlncd Bod/ 2 Hcx H.rd Crp S<r.w 3 Scrl Rint .l Covcr 5 Chppc. i 6 Rctrini^g Ringl- I nrnt nn I I Covcr G.lkrt I t Locknu! II l0 Diic Relrincr | | Clrppcr F.cing Olic I ,, S.dlnt wr.h€r I ll Oirc Rc(.incr Bolt i ,. Hinec Pin 8lihing | ,t N.m. Plrrc i 16 Driv! 5<r6w I tl Tor3ion SprinS nArERraL ti:l Clr.lron 321{02 St!.| l23a@ grz,r 12310.t Crrt lron !21406 Suinl.rr 5(..1 123409 Stli.ll.rr S!..1 l?lt I ? S!:inl.r3 St .l l2l,tl I Vdlumoid 323107 St.inl.rt &.cl 3215lt St|inl6t Srr, 323512 EP.O.!i. t2t4r0 H.rd Flb.. ll35l5 Sainl.rt Sr..l 323f 13 g.onlr l2l{13 Aluninum l23,tl1 Stcd 123420 Si.inlc.'r 5!.d 371137 DEscRrprroN - o-l 'cv- r-s t I ?- Anglc Vrfvc 2- x clos6 Ni1pl. f I lia-x2ln'NFph , I l/{ Elbow 2 | l/f xa lrl"Nipplc t I li r" Gr'lt! 2 Il/{' 3 W./ Vrlv. 2 | li1'Ptug 2 i l/.t" x Clo3. Nhpl. I j In- to l/4" R.d. Buthint I I.l/,1- Couplint t I .!/1: r-l-/{l!pl"- .--.- --------- --- I --J for horizontd inllrlbrion. irril -- lr'c\ I 2 7'/ | : 2', I |i1' 5 l/{ l5tlt:Itl Il8u1 icnll,ot, l Itn I12.vL 'r,---:liroptbnd rrim for Gtonr Pnonucr WennaNrv Globe agrees to repair or rcplace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipmcnt. For specific details of our warrenty please refer to Pricc List Terms and Conditions of Sale (Our Price List)' 4077 AIRPARK DRIVE. STANDISH, MICHIGAN 48658 5 t7-846-4583 FAX 5 17-846-923 | PRINTED U.S.A. BULLETIN CV.I.SAUGUST I992 6 \-/ O5YSU OSYSU POTTER ELECa StcNAL CO. 2O8 l Cralg Rord . P.O. Bor 28rl8o St. Louls, Uo. 03146 . (31a)878-a321 TolFFr.. (8OO1325-3e36 TWX:910764OeO9 OSYSU-A OUTSIDE SCREW AND YOKE VAwE SWTTCH CHARACTERISTICS U.L. LISTED & F.M. APPROVED CONTACT RATINCS: OSYSU-Al - One set oi;.P.D.T. (Form C) OSYSU-A2 - Two sets oi 5.P.0.T. (Form C) rsA@125i250vAc 0.50A@I25VDc o.25A@250VOC . 2.50 A @ 0 -10 vDC Resistive DIMENSTONS: 6. 1'L x 2.3'W x 8.3"H See Fig. 7 15,5cm.1 x 5.7cm.W x 21.Ocm.H WEIGHT:2 tb. . vKs ENCLOSURE:-Cover: Diecast Aluminum Finished - Red Soaner Enamel Base: Formed Steel All pans plateri to resisa corrosion. COVER TAMPER: Mechanically Activated by cover removal. ENVIRONMENTAL LlMl'tATlONS: - 40oF/+ 140oF -A1 Srk. No. 1010102 -A2 srk. No. 1010202 The OSYSU-A is used to monitor the open position of an OS&Y (outside screw & yoke) type gate valve. This device is available in two models; the OSYSU-Al, containing one set of S.P.D.T. (Form C) contacts anci OSYSU-A2, containing two sets of 5.P.D.T. (Form C) contacts. These switches mount con- veniently to most OS&Y valves ranging in size from yz- to 12" . (For explosion proof requirements see model OSYS-U- EX. Bulletin 705) TAMPER RESISTANT Removing the cover caus$ the switches to operate. Either switch on the OSYSU-A2 mav be disconnected from the tamper actionby removing the ramper action tab or screw associatd with rhat panicular switch. (SEE PACE 2) WARNING DISABLINC THE TA,^VIPER ACTION OF THE SWITCH ON THE OSYSU.A I OR BOTH SWITCHES ON THE O5Y5U.A2 WILL VOID UNDERWRITERS LABORATORIES' LISTINC AND F.M. APPROVAL. SERVICE U5E: Central Statiorr Local Au xiliary Re'mote Slation Prolrrietary TYPICAL ELECTRICAL CONNECTIONS. TYP. SWITCH ACTIOX Jr.o. co r. t'' ^a^1a-\ n.c. LOCAL AUOIBLE / CONTROL PANEL AUOIALE 0€vrcE EXO OF LINE R€SrStOF x.OCOY.9.-- IruxrOnv6n j.e 1| AUO|8LE oR SAT?E R Y I N.C. vl ogvtcE €lro oF Lrx€ RESt5TOR LOCAL AUDIBLE / REMOTE TRANSMITTER r{.0. ^UOISLEo€v rc€ N FPA.7I NFPA.72A NFPA.728 NFPA.72C NFPA.72D l'.ocor.r o rr. C. DwC.5400655-1SA to CIRCUIT 12-86 FICURE 1 SULIETIN 724 1 0F 4 I osYsu-A TAMPER ACTION TABS TO DISABLE TAMPER ACTION oF EITHER SW|TCH, REMOVE TA8 ASSOCIATED WITH THAT sw lTcH. GROUNDING SCREW 6.10" NOTE: OISABLING TAHPER ACTION OF SWITCH ON THE OSYSU-AI OR EOTH SWITCHES ON THE OSYSU-Az WILL VOIO UNDER- WRITERS LABORATORTES. LISTING ANO F.M. APPROVAL. ( COVER TAMPER AOJUSTING SCREWS: OO NOT AOJUST FACTORY SET SCREWS. ( TIGUR€ 2 9.25" DWG. EULIETTN 7 24 2 0t 4 5 4007 24-30 A ^-v '1r${ FIG.1 SMALLVALVE INSTALLATION .1/2" THRU 21l2" SIZES THESESWITCHESMOUNTCONVENIENTLYTOMOST2"TO12'OS&YVALVES. THEYWILLMOUNTONSOME VALVES AS SMALL AS 1/2" J-HOOKS MAY BE REQUIRED ON VALVES WITH LIMITED CLEARANCE. CLAMP BAR SLOTTED MOUNTING HOLES MAY BE USED Ft]R FINE ADJUSTMENT OF SVITCH ON BRACKET BRACKET CARRIAGE DVG. {979-3 SMALL VALVE INSTALIATION 1. Remove and discard 'C' washer and roller lrom the trip rod. 2, Wth the valve in th€ FULL OPEN posirion, locate the OSYSU across th6 valve yoke as lar as possible from lhe va|veg|and,sothatthetriprod|aysagainst|henon. threaded portion of th6 valve stem. 3. Loosen the locking screw that holds the trip rod in ptace and adjust the rod length (see Fig. 4). When adjusted properly, th€ rod should exlend past the valvE screw, but not so far that il contacts th€ clamp bar. Tighten the locking screw to hold thE trip rod in place. NOTE: lf trip rod lenglh is excessive, loosen the locking scrErv and remove the trip rod from the trip lever. Using pliers, break otf the one (1) inch long notchEd section (see Fig. 5). Fleinstall trip rod and repeat Step 3 procedure. 4. Mount the OSYSU loosoly with the caniage bolts and clamp bar supplied. On valves with limited clearance use J-hooks supplied instead ot the carriage bolts and clanip bar to mount the OSYSU. 5. Mark the valve stem at the center of the trip rod. 6. RemovE the OSYSU. File a 1/8' deep groove centered on th€ mark on lh€ vafu€ stem utilizing a 3/16' diarneter straight file. . Round and smooth the edg6s of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out ol the groov€ as the valve is operated. 7. Mount the OSYSU with the trip rod centered in groove. 8. Final adjustment is made by loosening 2 scr€ws (see FiS. 1) and sliding the OSYSU on the bracket. Ad,ustment is correct when swilches are not activated with lhe trip rod seated in th€ valve stem groove and that the switches activate when the trip rod moves out of the groove. 9. Tighten the adjustment screws and all mounling hardware. Check to insure that the rod mov€s out of the groove easily and that the switch€s aclivate within one turn ryhen the valve is op€fated from the FULL OPEN towards the CLOSED position. NOTE: CLOSE THE VALVE FULLY TO DETERMTNE THAT THE STEM THREADS DO NOT ACTIVATE THE SWITCH, THE SWITCH BEING ACTIVATED BY THE STEM THREADS COULO RESULT IN A FALSE VALVE OPEN INDICATION. PRII{TED IN USA PAGE 2 OF ' ilKT. lg8200ol - REv G uFG. f5400979 - 11/95 @PorrFR VSR-F VANE WPE WATERFLOW SWITCH WITH RETARD Potter Electric Signal 2081 Craig Rd.,/P. O. St.Louis. Mo. 63 146 Company Box 284€0 Potler Electric Signat & Mlg. LTD 1967 Leslie Street Don Mills, Ontario, Canada M3B2M3 (41 6) 441-1833(31 4)878-4321 / (800)32s-3936 UL & ULC LISTED, FM & LPC APPROVEO Servlce Pressure: Up to 450 PSI Mlnlmum Flow Rale lor Alarm: l0 GPM Maxlmum Surge: 18 FPS Contact Ratlngs: Two sets of S.P.D.T. (Form C) 10.00 Amp. @ r25l250V. AC 2.00 Amp.@ 0-30V.0C Resistive Condult Entrances: Two openings lor i/2'conduit Envlro nmental Llmitations: 40oF I t20oF, 4.SoC/49"C Cautlon: This device is not inlendad ior aoplications in explosive environrn€nts Sizes Available:r schaduias i 0lFru 60 slzes 2'thru I LPC Approved Slzes: 2 1/2' ihrcugh 8'. Service Use: Automatic Sprinklar NFPA-I3 One or two Family Dweilir.rg NFPA-I 3D Residential Occupanc:es up tc 4 Stories NFPA-1 3R Central Statron NFPA-71'.Local NFpA-72iAuxiliary NFPA-728 u.s. PAT. NO 39219e9 CANADIAN PAT NC 1OOg'EO O IHtHS PAi-i;:5 P=),:,'.G POTTER ELECiiiI] Rd., :99.j Rsmote Station Proprietary NFPA.72C NFPA-72D Opticnal: Covsr Tamcer Srvilc: Orcer Sik. No. OC9C01 g Kit for Outdoor Use: Order Sik. No. i g4CO36 GENERAL INFORTUATION Th€ Model VSR.F is a,.'Jne iioe rva:eriicw switch lor us€ on wet sprinklsr sysie|irs. ti 1s UL Lisied and FM aporoved for usa on Steel pipe: sci'ecules :C lnr:ugh.t0 sizes 2'thru 9.. LPC approved si:es a;e 2 1/l'ihrcugh 6-. The unit may alsc oe lseC is .-, sec:;cntl waterllow detector on large sysiems. The unit conlains 1.,v0 irngle L.-.ic, a;ulJlB lhrow, snap ac:ion switches and an act,,.js:ebtd pt:c,J r.i.ll',iic relard. Th€ switches are actuatad whex il i:c!y ol :.. giiiJns per minute or mor€ occurs downstro.ln] oi :l1o d'''r rco Thu ilow condition rnusr exist for a period ol ir:r,) n(_'cL'isJrv iJ ovorcorng th€ selact€d retard oariod. INSTALLAnON: See Fig.2 Thesa devices may be mounred on a horizontal or vertical gip€. On horizontal pipe they should be installsd on the top side of th€ pap€ whera they will be accessible. The units should not b€ anstalled within 6 inchss of a lining lvhich changes the direction ct ihe waterllow or within 2.:. iticies ol a valve or drain. Drarn the system and drill a hole in the pipe using a circular saw in a slow sp€ed drill. The ?'and 2 l/A'dsvices raquire a hole with a riin. dia. of 1 1/8' io a mar. dia. ol I Si 16.. All other sizes rsquir€ a hol€ with a min. dia. ol I 7/g' to a max. dia. of 2 l /1 6.. Clean th€ inside pipo ol all growth or oth€r matErial lor a dis- lanc6 equal lo the pipe diamorer on sithsr side ol tho hol€. Roll tho vano so that it may bo insensd into tho hol6; do not r b€nd or cr€ase it. Insen th€ vanss so that tho arrow on the saddlo points in th€ directlon ol iho watgrllow. Install the saddl€ strap and tightsn nuts a[ornntoly to an Eventual 50 fl-lbs.ol torqua. Soo Fig. 2. The vano ntust not rub tho insido of tho pip€ or bind in any way. ENCLOSURE: Tir'r i.;:r:l cast alurninum ho u rill r'; lamper rOSistanl s,::, rr./ j moval. A lield in si. i tl, r:) i, ) an option which nrrv lr,: r, of lhe covgr. Sr-ru l\t l,riL lhic awifch. rn.r gonoral purpose, is lldld rn placo with two .,rrl:.Ii,) ,'l spocial key lor r€. i.ri:ri)r'r swtlch is availabl€ as i 1r::,'.1:Lr J 11:1ut horizod removal iof rn:;l.rll.ltion instruCtiOnS Ol PRII{TEO IN USA A0r6 76r.E PACE I OF 2 @Po I TTER oq VSRJT @ YAXETYPE WATERFLOW SWITCH WITH RETARO FOR SCHEDULE 1O PIPE Potler Electric Slgnol Compcny 2O81 Crarg Rd.. / St. Louis, MO 63146 / (e00) 32t3935 / (314) 87E-4{121 SERVICE PRESSURE UP TO 250 MINIMUM FLOW RATE FOR ALAFM. CHARACTERISTICS U.L. LISTED & F.M. APPROVED DIMENSIONS & WEIGHTS: See Fig.2 ENCLOSURE: Cast Aluminum Finished: Bed Enamel CONTACI RATINGS: Two sets of S.PD.T. (Form C) 15.00 Amp. @ 125125oV. AC 0.50 AmP. @ 125V.DC 0.25 Amp. @ 250V. DC 2.50 AmP. @ G3OV. OC Resistive ENVIRONMENTAL LIMITATONS: 40oF/1 20"F 4.50c/490c General Purpose lor lndoor Use CAUTION: This device is not intended for applications outdoors or in explosive environmenls. Pipe HaVing-WElTTfickness of 0. 1 34" Pipe Having Wall Thickness of 0.'188" PSI 10 GPM SERVICE USE: Automatic Sprinkler One or Two Family Dwelling Central Station Local Auxiliary Remote Station Proprietary OPTIONAL: Cover Tamcer Switch Order Slk. No. 5420220 NFPA.13 NFPA-130 NFPA-71 NFPA.72A NFPA.72B NFPA.72C NFPA.72DU.S. Prt Na!. 3.92r,989 3,912,2.7 .,062.377 The Model VSR-T is a vane type waterflow switch for use on wet sprinkler systems that use schedule 10 pipe sizes 2" to 5" ,6" pipe size having a wall thickness of 0.134" and 8" pipe size having a wallthickness of 0.188'. The unil may also be used as a sectional watertlow detector on large systems. The unit contains two single pole, double throw, snap action switches and an adlustable pneumatic retard. The switches are actuated when a flow of 10 gallons per min- ute or more occurs downstream of the device. The ftow condition must exist for a period of time necessary to over- come the selected retard period. ENCLOSURE: The unit is enclosed in a general purpose, indoor use, cast aluminum housing. The cover is held in place with two tamper resistant screws which require a spe cial key for removal. A field installable cover lamPer switch is available as an option which may be used to indicale unauthorized removal ol the cover. See Bulletin 751 for installation instructions of this switch. RETARD ADJUSTMENT: The unit has an adiustable pneumatic retard to prevent false alarms due to water surges. The retard is adiustable from 0 to approximately 75 seconds. @PorrER VSR.T Potler Eleclrlc Signol Compony 2081 Crarg Rd.. / P.O. 8or 28480 / St. Louis, MO 63146 , FAX: 31a 878 7264 VSRJT INSTALLATION ieT ao aoJua?rcxt TO Cl{ttaol tll tutr txor tEtTHCi Oliccllol{l toi octtito ?lrE oalaY. Ulg THC I|XII'I AIOU|.I ot tCT io raccEttlnr totilY!tl latac lLAnrl. a 'a' tctflro |3 ulu^LlY aocouatl toi tttt. F^C?OIY OJUITED t!xttlllltY Ittlfao. 00 rot loJuat r|oiTEx ruts a.:rE irart E!Ylo Ax €VEXTUTL 50 Fa.-LaS. 0F ronolE. rourr or{ PIP€ SO ARROY OI SAOOLE POD{IS rX DtR€?ilolt OF WATEiFI''. ROLL PAOOLE IN orP(tsrT€ 0rREcilofl OF SI'ERFLOT.TO I STALL: FoR a'Axo 2 r/2" stzEs oRtLL I r/4' HOLE. FOR ALl. Orx€i STZES oRtLL e" xoLE aFPno& aETARO S€TTIXG 0x sEc.) OAICDC 0 10-al 20-a0 l5-lt to-to r0-ro 0tREcfloN 0F WA'ERFLCf CLAMPING PLATE TERMINAL OlttO|.AU C.t! hrt.t arllch ont- 3ll. Lo. taz0a20 owc. 5{0(nN08 CAUTION: AN UNINSUI-ATED SECNO OF A SINGLE CONDIJSII'R IS NOT PERMIT. TED TO 8E LOOPED AROUilO THE IERTITAL AIIID SEHVE AS TWO SEPARATE CONNECNO S. TH€ wtEE TUIYT BE S6'EFED TO SERVE AS TWO SEPARATE CONNECNO S. THEBEFI PFOVIOIIIG SUPEF\'I- SION OF THE COT ECNON IN THE F'EI{I THAT TTIE WIFE BECOTES OISLOOGED FROT UTDER TEFTINAL o\ivc. 540qf rG31 '-NcOilNG SWTTCH TERMINAL CONNESNONS INSTALLATION INSTRUCIPNS: These dwices may be mounted in a horizontal or wrlical pipe. On horizontal pipe thsy should b€ installed on the top side of the pipe where they will be accessible. The units should not be installed within 6 inches of a fining which changes the direction of th€ watertlofl or within 24 inches of a valve or drain. Drain the slstsm and drill a hole in the pipe using a circu- lar saw in a slorv speed drill. The 2" and 2l/2" devices require a 17r" hole: all other sizes require a2" hole. Clean the inside of the pipe of atl gro,t/th or other material tor a distance equal to the pipe diameter on either side of the hole. Roll the \nane so that it may be ins€rted into the hole; do not bend or crease it. Insert the \rane so that the arro$, on the saddle points in the direction of the waterlloil. Install the saddle strap and tighten nuts altemately to an eventual 5O FT. - LBS. of torque. See Fig. 1 abo!€. The vane must not rub the inside ol th€ pipe or bind in any way. TESTING The tr€qu€ncy ot tGring lor iho mod€t \6F-T and its associaGd p,ot€diw monitoring s)3om should b€ in ac€ltdanco ttith rpplicrbl€ NFPA Standerds end.ror tha authority having lurisdiction, but undet no circumslanco3leas than bi,monlhly. CAT. ,IO2O PAGE 2 -,. - .. -:-.nfi4nri1l,.. t' l-.,.r:.". IY t, .' AUDIBLE / VISIBLE Johnson Fire & Specialties, Inc.SIGNAL SERIES 3TIOO APPLICATION COMM ERCIAL or RESIDENTTAL EXTEHIOR or INTERIOR FEATURES WEATH ERPROOF CONSTRUCTION COMPLETELY DISTINCTIVE FROM ANY OTHER ALARM SIGNAL FAST, EASY MOUNTING. ON ANY ryPE OF WALL ELIMINATE THE NEED FOR ANY ADDITIONAL SIGNS -oN BU|LD|NG EXTERTOR U- APPROVED FOR USE IN ALL HARD.OF.HEARING OCCUPANCIES AVAILABLE IN 11sVAC, 24VDC OR 12VDC WITH OR WITHOUT FLASHER/STROBE MAINTENANCE.FREE OPERATION . FULLY GUARANTEED FOR 2 YEARS Say Goodbye to - Water stained walls Ugly signs to spoil esthetics No More - Old-fashioned belts Pipes that clog and fi'aeze The FARR-LARM is the most attractive and practical signal made. h is ccmpact in size, (Si'x 8") and won't compromise the esthetics of the exterior wall like an eiecric bell with a bird cage, or a water-motor gong. Suggested mounting is directly above the fire department connection. During da,vlight hours. ihe horn will direct the Fire Department to the connection as well as alen the occupants and passers-b1' ilrat a i'ire condition exists. Ai nitlt. the flasher,'s'.r..i.u' clr: trc seen from a distancc to guide the I:i:'c f)L.p.r.t't|iicnI to the connection. Police plr.''!li::g urr irrc!u:.iiiul conrpiex or a neighborhood rvith thr'ir * inclori'ri up may no! hear thc horrr, but thel' uili "scc thc li:.lirt". Since 1975, cvery FARR-L.\RI\I is lsscnrbled by hand. insoected and testr-d ot the tlrctory. Al rqa 6t6-!. r. t ! t .d na F|l rttotrd MODEL 3300-115 General S ifications Signal Specifications Model Number lnput Voltage Flated Current dBA @ 10 Feet Approvals 3300-1 15 3300N1-115 3300NL-24 3s00NL-12 11sVAC 11sVAC 18-31.2 VDC 9-15.6 VDC 0.1 60 0.160 0.063 0.125 o( oq at 92 UL, ULC, CFM, FM, CSA, BSA, BFP 3300s-115 11sVAC 0.160 95 UL, CFM, BSA, FM, BFP 3300s-24 3300s-12 18-31.2 VDC 9-15.6 VDC 0.063 0.125 92 92 UL, ULC, CFM, BSA, FM, BFP NOTES: 1. Typical dBAatlOfeetism€asuredinananedroicchamberwithnominalinputvoltage,2. Atl mgdels are provided with in-o.lt sctew tominals. 3. DC hom mod'els include RFI suppGssion to minimize induced noisg on ho alarm lines. 4. DC homs and srob€ hotffi havo an in-rush ajtrent ol apForimately 3 titn€s ratad currBnt during initial Sirn.on. 5. Srobe horn models shown in tabls ar€ recommended lor usa on continuo$ alatm systems.. 6. Approvals: UL - Under' writers Laborarori€i. ULC - Underwriters Laboratories of Canada. CFM - State ol Calilornia Fire Matshall, FM ' FacEry Muual, CSA - Canadian SEndards Associalion, BSA - Neiv Yo,k Ciry Boad ol Sraidards and Appeals, 8FP - Ciry of Chicago 7, All lisdngs and appo\ralls aSove ate tot Wheeloclq Inc., whidr manulacturss tha signals us€d in hs FARR-LAnM. Ordering Infoimaiion SERIES 33OO Audible/Visible with incandescent light source. Flash rate @ 60 per minute. SEHIES 33OONL ql itl l. 3800NL-115 Audibleonly 3300NL-24 gt00NL-12 fl L_lMODEL MODEL MODEL MODEL 33005-115 MODEL 33005-24 r'doDEL 3300s-12 Audible/Visible with 8,000 c-p. strcbe. Flash raie @ 55 per minute SER/ES 3300 & 3:t0('NL sEt €5 33.ros SEHIES 33OOS 1297516rh AVE NORTHJOHNSON FIRE & SPECIALTIES,INC.PLYMOUTH, MN 55441 42 O PRoJEctNG srAMEsE Model2Ol Single ClapperY Eody siamese, cast brass, U/L Size: 4" x21h" x21/2" Finish: Casl, cast and chrome polished or oolished and chrome Lettering: "Auto Spkr" Model 133 Double Clapper Angle body siamese. cast brass SizEs:4" x21/2" xLVz" 6" x2Yz" xZVz"4"x3"x3"5"x3"x3"6"x3"x3" Finish: Cast, cast and chrome, polished, or polished and chrome. Lenering: "Auto Spkr" or "Standpipe" r33 c D E 4t2hx2th 6x?hx2tA 4x3x3 5x3r3 6x3x3 1134 1l'/ 1zVt 12tA 121A 9tl 1o3A lOYt 101h 10% 7Vt 714 714 7Vz 71/t Model2O5 Triple ClapperY Body siamese, cast brass Sizes:4" x2Y2" x2Vz" x21h" 6" x 2Vz" x 2Vz" x 2/2" Finish: Cast, cast and chrome, polished, or polished and chrome Lenering: "Auto Spkr" or "Standpip€" 205 A B c 4x2ht2rhx2h 6 rzth t2V? r2Y2 13tA 13tA 1oth 101h D I'n Model 206 Triple Clapper Angle body siamese, cast brass Sizes:4" x2Yz" x2Vz" x21h" 6" x2lz" x2lz" xZlz" Finish: Cast, cast and chrome, polished.or polished and chrome Lenering: "Auto Spkr" or "Surndpip€" 201 A I c 4" x2Vz" x21/2"J'/E 9"6 tna A a c D E 4 \2h x zUt | 2rt 6 t2Yz x2tA x?ll 14Vz 14th 11Yr 11Y2 7rl 7Vr 61h 6V1 8I So.city Sito rtrd Thr.ld Wh.n Otd.tlno. gpeedy froduct4 lnc. Sammy Super ScrewrM SidewinderrM and JuniorrM Fasteners U.S. Patont No. 5.518,351 The original and only complete line of fasteners in its class. Great for hanging pipe, fluorescent lights, unit heaters, etc., from wood, steel or concrete construction Receives 3/8" or 114" bolt stock or all thread rod.LIIITID Plpe Hanger @ APPROVEO :i:l i.l ii.{ .| + { 1 usE fN FtRE SPR|NKLER SYSTEMS, pER NFPA *73,2-6.1, < S\,VDR ITEM f MODEL AVAILAaLE I' SHANK LENGTH. SELF DR ILLING ANO TAPPIN6 IN LIGHT GAUG€ STEEL II{CLUDES RslAt En riur. <swDR 516 SEL' ORILLING ANO TAPPING T STEEL UP To 3/I5tr D€PTH < swD oM NFPA #13, 1994 EDlTroN. SHANK SHANK WT./I OO ROD SIZE DIA. LENGTH PIECES 43 44 39 40 4l 42 46 45 la 19. 65 lTErr* t04 t05 lTEitf 106 t07 ITEH# t08 109 l7E trrlt t00 lTEl'l* tol 6.78[ 8.06f 5.86 f 5.78f 7.t3# 7.57 # 3tar/16 ,t/At' uawl6 5/t 6,, I ll4n 3/A't/16 |t4x t,l 3/Ar/16 t/Atl 3taf/16 tl4tl 3/Af/16 5/t 6|' 3/An^6 ll4tl 3taf/16 l/4n 3/An/16 1/4tl 3tan^6 llLtl 3/AtVl6 5/t 6rl I l/2r 6.40f 21 6.83f I l/4r 6.72* I l /2n 6.92# I lta't 6.12il tn 2tl SELf DRILLING AiIO TAPPItIG IN STEEL UP To 3/I6'I DEPTH < SWDR AvAtuaLE I l/2, sH^xr LENGIH. 12 X 24 . WITH REfAI ER NUT. SELF DRTLLiNG AND TaPPtxc ttl STEEL UP TO I/2,1 DE"IH < swD 516 SELF DRILLI 6 AIID TAPPING IN STEEL uP To 3./I 5I' DEPTH < swT I NsraLLATt9x Tool.s.; A. HEI SHA K 3/t 6" RECETVER .236 REcEIvER B. CARBIDE TTP BIT 3/.l 5D DIAMETER .236 DIAMETER c. sDS Brr 3/' 6II DIAMETER .236 DTAMETER ITEI{# D. SLEEVE TOOL I to 3/t 6r &.236 SELF DRILLING AND TAPPING ItI STEEL UP TO llztt OEPIH NUT DRTVER 1*l/t ('6iIM BLACK) l{uT DRTVER #14 gt,Y ( l6rir M RED) wltH 3/I6T MARKER II HOLE < swc S€LF THREAoI G IxTo COTICRETE. PREDRILLIl{G REQUIREO SEE LocAL AUTHoRITY FoR UsE oF THIS FASTEI.{En. ITEM# 7()ssT ToccLE FdR SHEE RocK OR PLIWOOD tt4nt20 | 36 wlTH 3/6fi HEAO .FACTOFY MuTUAL siEIsiTIc ZoIIE 7(' & T 50 RICIUIRE APPROYAL AY CoI{TACT YOUR FACTOTY REPRESEXTAfTYE IrEn# UsE Foi Sariv lTEtrll Ut! FoR StogwlRoel loo lNlTALLAtroil lol lNtTALLA.lloN AuTHOntTlE!l t{AVrl{e JUnl!30lcTloa{' FoR DETAIL!3. oun.' r ' eo rn o.GD tn o* fie@ swD to swD 15 swD 20 sWD 5t6 swon@ swT t5 swc to swc 20 swc 20 SELF DRTLLII|G A D THREAoING INTo WooD NO PREORILLIXG REAUIRED SPE.')Y PRooucrs lnc. . 24'f2 ?TH AvE. E. . NORTH sT. PAUL, MN 551('9 . (612) ?73-5433 ' Fax: (612) 7?3'5436 FUNCTION: Designed.for the suspension of non-insul.rted stationary pipe lines. Fig. 180F.has a layer of felt which separirtes the pipe from the hanger to reduce vibration and sound. The PVC coating on Fig. 183 protects the pipe from the metal surface of the hanger. APPROVALS: Complies with Federa.l Specification A-A-1192A (Type 7) and Manufacturers' Standardization Society SP-69 (Type Z). IvIATERIAL: Low carbon steel ORDERING: Specify pipe size and figure number. Note: Use of an uppo loclotut ensurcs proper pert'orrnance. If odering t'elt lined. hangm for 3Yz pipe or las, order the ner,t largest size to alloat for the thickness of the t'elt tining. Fig.180,180F,181 & 183 BAND HANGER':,;'i Fig.180 PLArN Fig. 180F FELr LrNED Fig.181 ELEcrRo-cALvANrzED PLAIN WITH PVC COATING Pipe Slze Rod Slze A B Adl.c D Material Size Max. Rec. Load/lbs. Wt. Each (ln lbs.) '/z t/t I % '/a % 2tA 2% 2% 1t/t 1',/s 1%s 2tYta 2tt/tc 2ts/'rc 16ga.X% 16ga.X% 16 ga. X 7a 610 610 Al n 13 to 14 1'/t 1'/2 2 Va % la 25/r 2%a 2% 1 1lhc 13/r 33/ta 3'Ac 4'Ac 16ga.X% 16ga.X% 't6 ga.X% o tu 610 610 .16 .'18 .20 2% 3 o'/2 r/^ 3% 33L 37/s % 1l/s t/a 3f2 J'/E 13ga.X1 '!3 ga. X 1 13 qa. X 1 970 Y/U o7n .43 .47 4 72 -/4 4'L 413/.ta J'/ta | -/a 11h llYrc O tt2 73/z 9Y. 11ga.X1 1lga.X1 11 9a. X 11/z 1250 1250 1600 .62 1.50 tt %I -/1a 1-/2 12lz '1 1 ga. X 172 1800 1.89 FUNCTION: Desigped for the suspension of non-insulated stationary copper tubing. When-proper adjustmmt has bem obtained, the hanger sho-uld be locked in place with an upper locknut. APPROVALS: Conplies with Federal Specification A-A-1192A (Type 7) and VlanuJacturers' Standardization Sociery SP-69 (Type|. MATERIALI Low carbon steel FINISH: Copper finish ORDERING: Specify tube size and figure number. Fig.183 Tube Slze Rod Slze A B Adl.c D Material Size Max. Rec. Load/lbs. Wt Each (ln lbs.) % 1 -/t % -/a 1lla 2./, 1-/A 1% 1s/tc 1%c 23/, 2'Va 2t'/tc 16 ga. X% 16ga.X% 16 oa. X 7/s 610 610 610 11 11 11 .l r/, 1t/z 2 -/a 3/s -/E Ila 23/c Zelrc '-/ta |/L I 2'1/tc J'/1a 35lt 16 ga. X t/a 16 ga.X% 16 aa. X 1/o 610 610 610 tz, 14 16 21/z e 3t/, '/e % Y? 1 7ra 3t/s 11/t '| 1 4'/t 41%a 5'./. 16 ga. X 1/t 13 ga. X 1 13 aa. X 1 610 970 970 .16 .38 .42 4 v,3r/,1 5t%c 13 qa. X 1 1t(n .45 Note: tJse ot' an upper locknut ensures propcr performance. PHD Manufacturing, Inc.31 - . - Fire Protection by Computer Design Frontier Fi.re Protection Inc. 2 61? West Holden Place Denver cO 80204 303- 629- 0221 Job Name Bui ldl ng Loca t.i on S ys tem Cont rac U Data FiIe VAI L INTERFAITH CHAPEL BASEMENT LEVEL 19 VAIL ROAD, VAIL. COLOR,ADO WET 2755.wxl Computer Programs by Hydratec Inc.Route 111 vlindham N. H. usA 03087 E ronti,er Fire Plotection Inc. VAIL INTERBAITH CHAPEL Page 2 HydrauLic Design Information sheet Name - VAIL INTERFAITH CHAPEL CHURCH Location - ]-9 VAIL ROAD, VAIL, COLORADO Buildj.ng - BASEMENT LEVEL Contraclor - FRONTIER EIRE PROTECTION INC Calculaeed By - HENRY DANG constxuction: (X) Combustible ( ) Non-Conbustible Occupancy - CHURCH Date - 022599 System No. - WBT Contract No. - Drawing No. - L oE L Ceiling Height - VARIES c Y 5 T M (X) NFPA 13 (X) Lt. Haz. ( ) NFPA 231 ( ) NFPA 231c othe! Specific Ruling old.Haz.cp. ( ) 1 ( | 2 ( | 3 ( ) Ex.Haz. ( ) Figure curve Made By Date Area of Sprinkler opelation Dens i ty Area Per Sprinkler Elevation at Highest Outlet Hose Al-lowance - Inside Rack Sprinkler ALLowance Hose ALlowance - Outside Note 900 .L VARI ES J.> System Type (x) wet ()DrY ( ) Deluge ()Preaction () other sp!inkler/Noz zLe Make GLOBE Model JN Sj-ze L / 2'l K-Factor 5.6 TAhh Prf 1qqI N Cal-culation Elow Required - Summary C-Factor Used: 332.64 Press Requiled - L2O Ovelhead '7I . 57 At Test 140 Underground w T E I( water Fl"ow Test: Date of Test Time of Test Static Press Residual Press - Flow E l evati on z-25->t 2:20 P.M. 139 122 Z LiJU 0 Pump Dala: Rated Cap, - O Prg< e Flarr - n Tank or Resexvoir: caP. - EL ev. - well Proof Flow u E L Y Location - AT JOB SITE Source of Tnformation - FRONTIER FIRE PROTECTION AND WITNESS BY RICH AND PHILLIP AT VAI I, WATER DEPT. o M M conmodity St.orage Ht. storage Method:SoLid PiLed class tocation Area Aisle w. * Palletized t Rac k ) Single Row ) Double Row ) MUIC. Row Conven. PalLet Slave PaLl.et ( ) Auto. Storage ( ) Solid shelf | \ rtnan chal f () () ()Encap, NonSR RK A E Bl,ue spacing Longi tudinal CLearance : Storage to Ceiling T ransve rs e gorizontal Barriers Provided: Computer Programs by Hydratec Inc.Route L l. L Windham N.H. UsA 03087 t^, r-' (Y)o (o ri o lJ & 2 ]: t .r{ B U H o(, +J rU H o rUlr ot{ tu r{ (u +J oo H\F*l*a oF a ilE!:d $lxF^o ;;:..*" o :il t.3a i c5$8fr l I Hgfimn E/..{ >>x; ix,T??*- ''/ FINN Iooo I INI 4 I c{ J.... t. F- N o N .-{ N |r) oZ B l'. tn FI (\ o Ol o \,o o ooooo 't) rf (v) N .io\0 oooooorO$('NFI<)OOO F{ r{ Fl r{ r{ r-{ Ol d, f- rdlJi! t-lnHO{OE&NftNOOFI(vt o Fl .. \O OF{.. HN.'oa>so..A J 6EAOC'OA O t{ -lJ O'fu8.Ullrtu,{F{l{ dd4J Oaa+J.'{O!t! l, '{.r{B tuosl a.l o d,> o&&rrltl.rl .{NNo ouu olol N N ru 0J drufto o t-l o..1 |I OO.o4 OUr{ OHrrc '.{ lq,4& rnt{ E<oz '.{ H +,CrlOHLt(b{> qrontlFr Fire Proeection Inc. VAII, I}ITERFAITH CHAPEIJ fltting Legend Abbrev. Page Da 22699 Name Generic Al arm va Generic Butterfly valve Swing qheck valve Dry Pipe Valve 90r standard Elbow 45r Elbow Gat,e Valve Detector check valve Long Turn Elbow Mediurn Turn Elbow Fl.or"t Control ValveFlon Switch 90r Flow thru Teetfafer check VaLve A B D E E' G K L M a s T w I conputer Prograns by Hydratec Inc. Route 111 windham N.H. usA 03087 ErontiFr Fire Protcctlon Inc. VAII, INTERFAITH CHAPEL Page 5 DaO22699 L/2 3/4 I L L/4 I L/2 2 L/2 3 L/2 Unadjusted Fittj.ngr TabLe A Bc4 D E2 FI K M a T3 w .t1 7 l{ 9.5 6 J 1 4 5 6 o 2 I 4 10 z!.5 10 l5 1 1 14 6 1 15 5 6' I L7 17.0 L2 22 2A { ? 1{ 5I 35 10 zo 10.3 19 2 2 33 4 I t 5 3 1 2 6 2l201815l4L2l0 B D G K I M s T w 1? 9 27 I2 5 2 8 25 16 L7 24 35 ?1 87 ,10 19 8 t0 ll 98 45 IU 45 91 21 32 11 1{ 1 t 36 9 L2 33 l4 3o 13. 1 29 L2 {5 18 9 4 15 l8 31 .8 19 22 1l 5 45 16 19 22 5o tq t 21 13 6 18 2? 50 21 .4 109 50 24 Lr 34 50 101 130 61 28 13 40 6l 12!. 2L 55 Route 11LCotnputer Progratns by Hydratec Inc.Trlndhan N.H. USA 0308? Frontier Fire Protection Inc.Page 5 VAII., INTERFAITH CIIAPEL DA 2599 Node El€vatlon K-Fact Pt Pn Floy Denslty No. Actual Actual Added Req. D001 D002 121 11? 1ta 114 r15 110 111 r12 107 108 109 100 102 103 t1e 10{ 105 106 116 TASR BKFL u/c TEST 9.? 9,2 9.9 9.9 9.9 9.9 9,9 9.9 oo 9.9 9.2 9.2 9.2 9.2 9.2 9.2 o 8 .19 8.?9 LL.Z' L3.12 19.11 13.4? 9 .02 La. zz LL.12 I4.84 15.45 l a lq zu. c5 o t( 10.{6 L1, .1L la.t9 14.54 t a aR 19. 8i 21 .3 { 9.55 t n tt 11 .42 18 .61 16.6 15.6 20,41 24.L6 20 .29 16.6 r a e< 18.6{ 2I .13 zz,Q5 17 .51 .1000 .1000 5.6 K'K€EQOI K-K€EQ01 K-KGEQ01 K-K0EQ01 K-K(|EQ01 K-K0EQ02 K-K€EQ01 K-K€EQ02 K-K€EQ01 K-K€EQ02 K-K0EQ01 K-K0EQ02 na na na na na na na na na na na na na na na na na na na na 166.00 7. 000 166.00 ? . 000 '100 The naxlnur veloclty ls 3?.03 and lt occurs Ln the plpe between nodes 106 and 116 Corputer Programs by Hydratec Inc. Route 111 windham N.tl. usA 03087 F,rontier Fire Prot.ecCion Inc. VAI t INTERFAITH CHAPE IJ Page 7 Hyd. Ref. Poinc Qa Dia. trcrr Qr Pf/uL Fitting o! Egv. Ln. Pipe Ftng' s Total Pt Pe Pf Pt Pv Pn Da 2699 ******* NOteS ****** D0 01 +^ EQo L 16. 50 1. L09 150 15. 60 0. 0466 LE 3 .962 1. 000 .1 . >oa K Factor = 5.6 Ve1 = 5.514 8.787 U.lJL 16. 60 o n1a K Eactor =5.53 D002 r.. 000q anq 10. 905 I .'7 8't 0. 507 t 6. 50 1. 109 1qn r.6.60 0.0465 LT v. :tuo K Factor = 5.6 vel = 5.514 16. 50 9.294 K Factor =5.45 L2]- f^ IIJ 18.53 1.109 1qn 18.53 0. 05?0 1T 9.906 2.L20 LL.2349.905 0.30312.O25 0. 685 K Factor G node EQ01 vel = 6.155 l-t .55 72.223 K Factor =5.30 f^ Lt2 20.4't 1. 1.09 I.JU 20 .47 0. 0686 1T 9.906 2.r20 13.716 9. 905 0.303t2.o25 0.825 K Factor e node Eg01 Vel = 6.199 20 .47 L4.844 K Eaclor = L09 24,16 L.l_09 15024.L6 0. 093i. 1T 9. 906 2.L20 19. 108 9. 905 0.303L2.025 1.120 K Factor G node EQ01 VeI = 8.025 24.16 20. 531 K Eactor =q 22 LT1 I.L iJ 20.29 1.109 15020.29 0.0675 LT 9.906 2 .900 o onq 12.805 n n 474 303 tt b.{ K Factor e node EQ01 Vel = 6.139 20.29 14.64t K Factor =q ?n 113 r!4 15. 60 1. 109 I.JU 15. 50 0. 0465 12.000 9.018 0. 558 K Factor G node EQol. vel = 5.514 174to 115 3.870 9. 905 r3. I I J 9 .516 0.303 2 .343 15. 85 L. 109 150 55. .tJ U. l- /Ur 1T K Factor G node EQ02 VEI = II.IIU l- _t- 5 to 1r)4 18 . 53 1. 109 1qn 51.98 0.3844 1T 9. 906 0. 830 t2.222o onq 10.735 4.t27 Vel =t1 .265 51.98 16.349 K Eactor = L2.86 110to 111 L8.37 1.109 IJU 18 . 3? 0.0551 12.000 12 . 000 II.U'iJ u.br5 K Factor G node EQ01 VeI = 5. 101 lLLto LL2 r.8.64 1.109 15037.01 0.2051 LT 9.906 3. 8?0 11.7169,905 0.303L3.1'15 2.425 K Factor e node EQ02 vel = 12.293 Computer Programs by Hydratec Inc.Route L1L Windham N.H. USA 0308? Frontier Fire Protection Inc. VAIL INTERFAITH CHAPEL Page I Hvd. Ref. Point Dia. Pf /VL Fitting Pipe Ftngr s Tota I Pe 0a PL Pv Pn Dafr22699 **t**** NOteS ****** Eqv. Ln. 1T 9.906LL2 to L05 20 .4't t-. 109 1505'7.48 0.4631 0. 830 ]-4.844o onq 10.?35 4.9'tL t9 .092 57.48 r.9.815 K Factor = 72.9L L07 1.08 2L.'t3 1.109 1,5 0 zL. t5 u.u/trb 12.000 r.2.000 15.457 0.919 K Faceor 0 node EQ01 Vel- = 'l .2L1 108 1nq 22.04 1.109 1 (n 43 .'7'7 0 . 2'7 9'l 1T 9.906 ? e?n 1A 114 9. 905 0.303 L5. I tJ 5.tf5 K Fact.o! C node EQ02 Vel = 14.538 109 t-^ 106 4.* . lo J-. ruv 150 6'7 .93 0.5307 LT 9. 906 0.830 20.532 9. 9051-0.735 6.77!Ve1 = 22.563 61 .93 21 .303 K Factor = 13.00 100 l^ L0L 17.35 1.1091(n 1? ?q n nqnq r.2.000 12 . 000 U. OUO K Factor 0 node EQOI- vel = 5.763 10 r- IO2 17 .6L 1 .109 150 34 ,95 0. 1846 LE 5,J62 3. 870 10. 459 J. >OZ U.5UJ t.o5z I.990 K Factor G node EQ02 Vel = LL.6t2 LO2 to L03 34.96 t-.109 150 0. t-845 1T v. vuo 0. 830 !2.207 9.90510.735 1.98L VeI =rL .6!2 103 118 L.602 150 34. 96 0.0308 LT 1l_.?99 2.900 14.189 11 ?qe 1 4.698 A. q52 Vel =5. 565 118to 104 20.29 r.602 l_5 055.25 0.07L8 1T LL. t>>12.000 L4.641 LL.I>623.'798 r-.708 vel =d, tYl 104 IUf, 51.98 L.602 150107.23 0.2448 r.4. 160 15. 349 14. 160 3 .466 Vel = 1?.058 .LUf, 106 57.48 L.602 IJU J-O<l . 'l u.f,qlJ 13. 830 19.815 L3.830 7 .489 vel = 26.2Lj Luo to 116 6't .93 L.602 1 qn 232.64 )-.0257 1T 1l-.799 l-0.000 21 .304 11. ?982r.198 22.359 vel = 37.030 TASR 232 .64 z. zv5 L20 0.3285 IE o.ol-:,L2.000 49 .662 6. 819 2 .685 rtt. u_Lv o.L6z Vel- =19.581 TASR BKF].,232 .54 z. zu5 L20 0.328s 6.8L9 o. drv 1E 1T Ls 1B 6. 000 58 .529 21 .2't't 0.86533.211 10.932 Vel = 1,9.581 Computer Programs by Hydratec Inc Route l"LL windham N. H. USA 03087 q,rontier Fire Protectlon Inc. VAII, INTERAAITH CHAPEL Page 9 Datff22699 IIyd. Rcf. Dia.ncr 2.203 L20232,64 0.3285 Qa Pj.pe Ftng I s TotaI Pt Pe Pf PI PV PTr BKFI,tov/e 2.000 2.000 10 .327 6. 433 0.65? ******* Notgs **** ** Fixed loss = 6Vel = 19,581 v/cto TEST 4.22 140232.64 0.0104 L6.726 50.00033.452 70.2493.345 L20.249 2E 1T 1G 11 .4t1 1.253 Vel- =5.336 100. 00 332.64 18.610 Qa = 100.00 K Factor - 37.50 Computer Programs by Hydratec Inc.Route 111 Itindham N.H. UsA 0308? - . . Fire Protcction by Eomputer Dcsign trrontier Fire Protection Inc. 2617 West Holden Place Denver Co 80204 303-629-O22L ilob Name Bui lding Locati on System Cont ract Data File VAI L INTERFAITH CHAPEL I"IAIN ENTRANCE LEVEL ],9 VAIL ROAD, VAIt. COLORADO WET 2765,vrxz Cotnputer Programs by Hydratec Inc.Route 111 Ilindtram N.H. USA 03087 ErontiFr Fire Protection Inc. VAI L INTERFAITH CHAPEL Page 2 Dar322699 Hydraulic Design Information Sheet Name - VAIL INTERFAITE CHAPEL Location - 19 VAIL RoAD. VAIL. Buildino - MAIN ENTRANCE LEVEL Contractor - FRoNTIER FIRE PROTECTION CaLcul-ated By - HENRY DANG Constructj-on: (X) Con custible Occupancy - CHURCH (X ) Non-Combust j.bLe Date - 022699 syseem No. - WET contrac! No. - Drawing No. - L oF L ceiling Hei.ght - vARrEs CHURCH COLORADO INC Y 5 T M (x) NFPA 13 (x ) Lt. Haz . ( ) NFPA 231 ( ) NFPA 231c Other Specific Ruling Ord.Haz.Gp. () l, (x) 2 ( | 3 (x) Ex.Haz. ( ) Figure curve Made By Da te Area of Sprinkler Operation Dens i ty Area Per Sprj.nkler Elevation at Highest Outlet Hose ALlowance - Inside Rack sprinkler Al.Lowance Hose Allowance - outside Note 900 1 VARIE S qn 250 JU sys (x) tem Tlpe WeL Dry DeI uge Preac ti on other sprinkLer,/Noz z1e MaKe GLOBE Model JN S:-ze I/2" K-Factor 5. 6 Temp . Rat . 15 5 D q I N CaLculation Flow Required - Sulunarv C-Factor Used: 273.50 Press Required - 150 Overhead 80 .25 At Test 140 underground w T E la Water Fl-ow Test.: Date of Test Ti.me of Test static Pless Residual Press - E low E I evation 1- Z5->> 2i2O P .tq. 1?R t22 2L60 Punp Data: Rated Cap, - G Drace Elev. - 0 Tank or Reservoir: Elev. - weLl Proof Flow IT P P Y Location - AT JOB SITE Source of Tnformation - FRQNTIER FIRE PROTECTION AND WITNESS BY RICH AND PHILLIP AT VAIL WATER DEPT. M M cotnmodi ty < f .\ rr.ra Hl- storage Method:solid Piled class Location Area Aisle w. t Pai-Ietized t Rack ( ) single Row ( ) Double Row ( ) Mult. Row Conven. PaIIet Slave Pallet Auto. Storage soli.d SheI f ) Open She1f () () () tl ( ()Encap. NonSR RK E Flue spacing Longj, tudinal Clearance : Storage to ceiling Transve rs e Ho!izontaL Barriers Provided: Computer Programs by Hydratec Inc.ROUEe 111 windham N. H. usA 03087 o 2 r! o ..i B r-l rl o +J o& o H q) {J|!ll o ol{ Brott O. t{ {).p oo H\Pxt1 u,,^E A] TFXOE R orOo:" ': o.',t^: l:o...- 1S sq: ;vN lu E .i .. E r"H S5dii6 H I'iee-'- n I Hfifl93 E/;;,;,99 gtT??-- "/ i-lNN Iooo I ./ "/ F{ N .1...t...t..t. F- N .l N t.l.) Fl oZo B rr. |r} r-{ C,l \o c.) ooooo 'O<'d)Nr-l\o & oooooo r.r) d F{ Fl ..{ Fl F{ O| CO F- (! +Jo I A' H cnHA(/): O.NANOO r.{oorl .. tO !) Fl.. r.|N" c,t> rr o ..; arx7O{o0rOor o tr.l, oolr{(/ll{ 0r ..{ rl! llturU Utt d ! .rl ..{ F tlno.rJ C', O> o&L+Jttl.rl rr N (\lu o oo olol\l) NNrqo (ro blrJ15 r! H o.,{ tl! r'lOOr(r( tl E;i.'{ E{lrt & JrIrrF{oz '.1 H .Jc|lOHr.{ (E{> f.rontiFr Flre Protection VAII, INTERTAITH CHAPEI., Flettng L,egend Abbrev. Inc.Page Da 599 Name Generic Alarm Va Generic Butterfly Valve slring qheck valveDry Pipe Valve 901 Standard Elbohr45r Elbow Gate Valve Detector check valve IJong Turn Elbow Uedi-um Turn Elbor.t Flohr Control Valve Flohr Shrit,ch90r Flow thru Teewafer check Valve Conputer Programs by llydEatcc Inc. Route 111 Windharn N.Il. usA 0308? A B D E F G K IJ M a s T w ErontiFr Fire ProtectLon Inc. VAI L XNTERFAITH CHAPEI, Page 5 DA 699 Unadjusted Flttings Table L/2 3/4 L L/4 L L/2 2 L/2 3 Llz D K M s T t{ (l 3 5 I 'l 10 8 1 6 8 1? 19 1.1 1 l'l a 4 6 'L2 2L .5 l6 L7 J 1 5 1 1?.0 T2 22 28 10 4 2 14 6 8 35 10 20 10. 3 2 2 .' 6 2 5 21?o18IOI41210 A B D K M a s T tf l? 9 21 t2 J 2 8 l0 2r 65 21 t3 l8 22 21 60 21 .4 ?6 1? 7 24 35 7t. 87 40 19 I 21 40 81 98 45 2r 10 30 ,t5 91 109 24 11 3{ 5o I nt r3o 61 28 13 {0 61, 121 21 l0 5Z a1 1{ i ta 9 L2 14 30 13.1 29 L2 45 18 9 { l6 18 31.8 19 55 22 t'l 9 45 IO 19 22 50 35. 8 Windham N.lt. UsA 03087Cornputer Programs by Hydratec Inc.Route 111 Erqnt ier Fire Protection .Inc. VAIL INTERFAITH CHAPEL Page Dat/22699 Node No. Elevatl.on K-Fact Denalty Actual D001 o002 t24 125 125 14 9 150 r30 131 148 L22 L12 L21 128 1'0 3 144 145 146 147 TASR BKFL vlG ?EST 10. 4 10. 4 10.4 10. 4 10. { 10. { 10. { 10.4 10. 4 10. { 10. { 10. { 10. 1 10. { 10. 4 I 0 0 7 o e1 10. 33 9.35 o tq 11.?9 L2.36 13.58 t4,39 1?.66 7.19 1 .82 10. 2 11.51 ta ta 18. 6{ 29,14 48.03 58. 64 64 ,26 72.48 79.5 80. 25 L4.82 14.82 1?.31 1?.49 14,95 15. 9 L?.08 20 ,44 20.65 L4.82 18.49 U.IC 0. 15 100 , 00 100,00qa K-KCEQ01 K-K€EQ02 K.K€E001 K-KOEQ01 K-K0EQ02 K-K€8Q01 K-K€EQ02 l( - K I.EQ01 K-K0EQ02 K-l(08Q02 na na na na na na na na na na na na na na na na na na na na na na na na na 50 I 50$ 100 lhe naxlmun veloclty ls 27.93 and tt occurc ln th€ plpc betr{een nodes 144 and 145 Cotrputer Frograms by Hydraeec Inc. Route 111 Windhan N.H. UsA 0308? Ergnt+er Fire Protectj.on VAT L INTERFAITH CHAPEL Page z zo>> Hyd. Ref. Point Eitting Pipe Ftng ' s Pt Pe Pt Pv Pn ******* Notes ****** Pf /VL 74.82 r..109 15014.82 0 .0377 IA 5. >OZ . Ln. D00t to EQ01 000 962 962 7.000 0. 187 1.., 3. K Factor = 5.6 vel- = 4.922 t4 .82 't.'J.87 K Factor =5. 53 D002 to EQO2 r..000q qnq 1n onq 0.4LL L4.92 l-.l-09 .LJU 14 .82 0 .037'l 1T q qnA K Factor = 5.6 Ve1 = 4 .922 L.t. a4 7 .4t1"K Factor =5.44 ]-24 to LZa 1? ?1 1 1nO 1qn L7.3L 0. 0502 10.450 10.450 9.805 0.52s K Eactor 0 node EQ01 ve1 = 5.749 125 L1 .49 1.109 150 34. 80 0.1830 1T 9.905 r.. 160 r-0.331o onq Lr. . 05s 2.025 K Factor e node EQ02 veL = 11.559 34.80 !2.356 K Factor =9. 90 LZ> to L42 1,4.95 1. 109 150 14. 9s 0. 0383 1T 9.905 3. 120 9. 905 1,3. 025 '7.320 o.499 K factor G node EQ01 vel = 4.966 rq. vf,7.819 K Factor =tr.5J r23 l-^ LZO 15. 90 16. 90 1.109 IJU 0.0481 10.450 10.450 0 5az 503 K Factor G node EQ01 VEI = J.bIJ LZ, O+^ 149 17 . 09 1. 109 150 33. 99 0.t752 1T 9.905 1. 150 9.905 II. UbJ 9. 855 1.939 K Factor G node EQ02 Vel- = 11.290 L49to IJU t.4 150 0.0563 L0 l-0 000 11.793 000 0.563 Vel = 150+^34.79 r.602 15058.78 0.!077 1 7 4s0 t2.356 450 0. 802 vel = 10. 948 68. ?8 r.3. r.58 I{ F:/.1-.r- = 1e aA 1?n f^ 131 20.44 L. l_09 L5020.44 0.0684 L0.450 L3.57 5 10-450 0.715 K Factor G node EQol- vel = 5.789 13r 148 20.64 1.1_09 IJU41.08 0.248'l LT t.:ruo 3.250 14.391q on4 r5.rJJ 5.ZtZ K Factor G node EQ02 vel = 13. 644 148 to t44 41.08 1.4 IJU 0. 0800 'lT 9.724 2.500 1?.663 9,724L2.224 0. 9?8 vel = Computer Programs by Hydlatec Inc Route 1LL windham N. H. UsA 03087 8.562 Exontier Fire Protection VAIL INTERFAITH CHAPEL Page Hyd- Ref. Point Dia.itcrl Pf /UL Inc. Ei tting Ftngr s Tota I Pe Pf PI PV Pn ******* Notes ****** Eqv. Ln. 41.08 18.641 K Facto! =Y. f,l L22 to 14.82 1.109 l-s0L4.82 0.037? 1T 9.906 6. 870 Y. YUJ l-b. /,/f, -l .L87 0. 533 K Factor G node EQ01 VeI = 4 .922 L42to 127 14.95 1.109 t 5029.7'7 0.1371" 2E 3.962 9. 4L0 I / . JJ9 | . dlv 2 .377 veL =9. 888 L21 LZA l-? . 38 L.4 .LJU 47 .J.5 0. 1032 13. 000 L0 . 196 13.000 I.342 K Factor G node EQ02 vel = 9.827 128 to ITJ L8.48 r.602 IJU 65. 63 0. 0987 1T 11.799 4.620 11. 537 1r..79816.41.8 1-.620 K Eactor G node EQ02 Vel = L0.445 r.t5 144 6e.'79 I.602 150L34.42 0. 3718 1T rr. ttJ 2.950 13. 158 1r..798]-4.744 5.483 veJ- = 2f .396 L44 41.08 L.602 L50 175. s0 0.6089 rlt q qoo L1,.55lJ l-O. il.{t f,.6vv L8.229 11.100 Vel = 27.935 145to l- .{ b !.0vz L50r.75.50 0. 6090 1T 1E L1.799 5. 899 12. 330 29 .7 42 !1 .69130.027 18.285 Vel = 21 .935 145 2.003 r.5 0175.50 0.2052 5E o..toz 32 . 300 48 . O2'7 L9.446 5]-7 46 10. 616 VeI = L1 ,859 1_4'7 to TASR 2.203 L201?q qn n lqqn 1E b. ul-v 10.000 58.6436.8L9 2.33916.819 3.280 Vel = TASR to BKFI., 2.203 L20175.50 0. 1950 1E 1T 1B 6. 819 13.639 6. 819 6.000 64.2622'7.2'77 t.13233,277 6.490 Vel =L4.772 BKFL+^2.203 L20175.50 0. 1950 3.000 72.484 b. .{5J 3. 000 0. 585 Fixed loss = 6Vel = 14.712 ,^ TEST 9. ZZ L40175.50 0.0052 L6.126 50. 00033.452 70.2493.345 L20.249 ZE 1T I J - JUZ 0.7 44 vel =4.026 !.00.00 2',75.50 atu.290 Qa = 100.00 K Eactor = 30.75 Comput.er Programs by Hydratec Inc.Route 111 Ilindham N. H. USA 03087 NFiR 09 '99 tdJJ! 47FM ^',{Ot.tT rE-fia.f ,i F'IhL, F.ROTLL}.IOf.{ 2617 Wcat Holdan Flacc, Denvcr. Colorado. 8O2O4 nCDDffftA FIFE PFOTE()TICTIIf, rlrc. FIRE PRC)TECfION EN(IINEERg, AND CONTRAGTOFIS TELEPHONE: e29.Un1 Faxr 623-?830 'i i ollr{FAx ERANSXTETTI, or{NrEAx no!q848-El6* COMPANY NAllEr NUI'IB8R OF DACES (TNCI.UDING COVER RElrARKsr -TtJe AiTTp.cHNg'tT t4 t, PAGE) t I b_ ThlE ')'l I' .t I Fblt^E ('T1-5 . t Oaa4, fu- VF|L tN'T&;tutl7Fl 3ROM:Ug.^tq'f DFn I4. frHE gENtr- E4S n*rc\. DArEr 14-17 *- 6ro4 vi , PROTELT ,I ProrEICIi l:ro ?toEaoElon Jnc,Fagc € IIIEERIAIEII CHANIL 4t.06 DatG 022599 nydi O.',****l$: Qr 9li' srls it3;,, ;: 3$ -.ri**** Not.. ****** Polh? At Pf,luL Efl,, Ln, rotil pf pn 18.6{1 x tBoter - 9.31 L22 EO: L4'2 t4,s2 1,109 'r ln 14.a2 0.0s71 1r 9. 906 6. t?0 9.905 t6 .115 1.L41 0.633 I( Frctor 0 noct En01 v.l = 4.922 r ailto t4. 93 1.109 2E x50 3.962 9, {10 1 .6207,9240.!371 1?,334 L2'7tqi 128 1?.38 4?,1s l.{ rg0 13.000 13, 000 10, 196 1. 3{2 K ['rctor G node EQ02 0, 1032 vcl = K frctor (l nodc lq02 Vel - 10. il46 L28ta.1d. {0 65. 63 L,602 'r50 0.09E? ll. ?t9 4.620 11. ?9A 16, {1E 11. t3? 1. 6201{ 143 6E,19 1.602 150 1t.799 a.930 13.13e 11, ?9815{. {2 0.3718 74 .7 49 r4dto 1t'6 41.08 2,003 r.5 01?5,50 0.2052 1T 1t: 12. 955 6.482 12.330 :.8.6{119.4{631.775 6,5t9 vel -r?. 069 14F to. , r{? 2. 003r!0 0.20s2 6, {t2 r7!. !o 32,300 25.151 19, 446 51. ?46 10,61C Vcl -1?, e69 L41to TASR 2,24? 120 0.1930 1E 6. 819 10.000 35.1176,819 2.33916,Bt9 3.290qn VcI = L4.772 Vel - t4.712 TAER to. BKf,I, 2.203 L2017t.50 0. 19S0 6.819 6,00013,539 27,271 5. t19 3?.271 1f 1tlrt 1E {1.39€ 7-112 6. .l90 ERtrT.to.u/tr 17s.50 2.203 120 0.1950 3.000 49.61,9 5.{333.000 0. 585 fixed J,op? = 5Vel - 14.712 v/c Bo!Tf8! 4 .22 1401?5.50 0,0062 LC.126 50.00033.452 10.249!,345 120.2{9 2E 1g s6,635 0.144 V6l r 4, 026 100 . 00 273. 30 5? .380 Ql - 100.00K Faotor r 36. 37 CombutserI Progrmr by HydratGc Inc Routo LLx lflnclhen N, H. UgA 0308? Hvd.l,R.fi Dla ,rrCtl Flttl.ngor 1E 3.962 Plgr Pt,ftng'r Pc ltt*t *+t Notgg rr*1*i D001 t,o L4.82 1{. Ba 1.109 150 0.03?? 1.000 3. 962{.962 ?,000 0.19? = 5,6 4.922 K Eagtor vcl -1 I.l f l. eZ ?,197 K FBctor - 9 r!3 14.82 t, Log,r50 1{.82 0.037? 9,906 1,000 ? . 000 9.90510.90s o, {11 K Eactor r 5.6 vrl. - 4,922 ,'. tq.Ez 7.4LL K t.otor ' 5.{{ 125 1?,31 r. x09 1501?.31 0.0!02 10. tt50 9. go5 1A. {!0 0. s25 9 . 906 1.160 10.331 K Factor (! nod6 EoOl - 5,?tl9 t 1?. {9 1.109 130 34 .80 ,0. 1430 34, 80 9 .90t11.065 ?,4 12.356 K Feotor 0 nodc EQ02 Vel - 11.359 t( tracto! r 9, 90 :,t, 95 14. 9$ 1. 109 150 o.0383 9. 906 3. 120 9.905 3,023 1.320 0:{99 K Frcto! vel - 4 G Dodc DQol .966 14, 93 7. t19 K l'acgo r -l tt 16, o0 '1,109 13016.90 0.0{Et 17. 09 1.109 15033.99 0,L712 10,430 10.450 9.352 0.903 9, S$5 r. 93t K fEatoE 0 node EQ01 Vel - 5.513 K 8r6tor 0 nodc Eg02L26toi9. 905 1,160 9. 905 11.0651 10.000 11.193 10.000 0.953 val .1.290 Val -?.06{ ,l1{p eo: 15p 33.99 1,{1t0 0.0563 r5p cqi 34.79 1, 602 ,150 o . Lo17 ?.4t0 ?.450 12, 3t6 0. g02.78 68. 7t 13. 158 v€l -10.94 K Srctor - L0.96 l3pEq 20 ,44 t,. 109'150 0.0684 10.{50 10.450 13. 6?6 0. ?15 K Eactor VcI r I nod€ EQ01 6.789 14! to.ltB 20 ,44 20.6fr 1. r09 150 9, 906 3. a$0 14. 391 9.90313.135 3,212 K Factor I nocte EQ02 v(rl ' I3 , 5,114 1{8 tol 1{.1 {1.09 o.2461 1.{ 1sO{1.0B 0.0800 9.124 2. S00 1? . 663 9,724L2.224 0.9?8 v€l '6.562 Corbut.r 'i.J Plogrrtn! by Hydntac frrc Routc 111 wtndhen u.H. uslA 0309? ;qco t o008 l:{ rh5 t?e 1'4 3 L'26 l,. e lFO rioi'lrlt8 t'?2 rt2Ljt i:2a !arll{ rir o K? 'AIRBl(rL dre 1!E8T j t0, a 10, { 10. t l0.a 10. I 10, r 10. a t0,a 10,a l0,4 l0.ar0,i 10. a t0.a r0. { l0, a 10. a 10, '|l0.a 10.at I o o ., 1 9.tt r0, tt ?,31 9, 35 t. 8! r1.?9 12,36 l,! , at 1t. s9 l?.66 ?,19 1 ,82 r0, elr,tl 1!,1€ 10,61 26,r,5 35. 18 {1.4 t9,c? !4. e{ !?.t8 1{.82 r{, tltl .tr t7,t9 t4,ll 16, t I?.08 20,14 20. c5 1a.82 1?,31rt. a9 .1000 .1000 5,6 5.6 K.XOEQOI,XrK0EQotK-kcpqol K'K0EQ01 K-K0EQ02 K.KeEQor KTKCDQOa K-rEEqor K-Ke8003 K-xaEQOa na na na nl ol ni nl lIt nl nl nt nt na NB na na nl nl na na nt na nl na 100 100.00 7, o00 t00.00 ?.000 Thr'!n xlnum vrtccity ir el.l rnd it geousr in thr ptpr bot$mcn nod.r la3 .nd ll{ Corbutc r Programo by Hydrat€c rnc,RouEc 111 lflndhan N.H. USA 03 08? rCoAtl C TSl F3 ;?B' JA1''Sf"PI'L FRONT I ER F 1 RE PRO T EUT I ON Ptgc 5 L, lq VAII., INTERTAITH CIIABEIJ UneaJutr,6d Fltttng! T!b16 022699 .tA ,' B 'ic "4p.,a ,:' , T': Io;r(i tt ..o ,.1t2 t:: f a 3 I t L1 a 1e tt s ?, at ?.t 1 1,1 9.6 6 3 a 3 t1 .3 1o 16 t1 3 I la a a 29 ra 1r.o t2 2Z 2A 10 { 1l t I 3t zo t0, t t9 2 2 { 6 a l8 a 10 2 z 2 3 3 6 2 6 I 6 tz!. A .11 l7E.r9 A '1 11 E .. la I ,i gg.zr'rir-i-tl '; 10q .;8.'lz T rli ll .t I I ,l i ,.| .: 21 ' tt at I,l t J6 t2,t: 1{ 30 15.1 29 L? 4g It I { 6D 16 I! J5 :]t.8 It 39 z2 {6 l6 l9 22 60 15, g 2r 6t 21 It 6 ts z2 21 g0 2't,1 1A 35 1? 7 24 35 71 10t to 24 t{ 50 r01 rt0 51 2g 1! 40 51 IzI t? a0 I 21 t0tr 9t at lo 45 9l Cortrut.r Progrsnu by Hydratoc rnc.Roura 111 |9indhrn N,ll, usA 0308? Oon alE AIIrIB VaOrnrrlo Euttrrlty Vrlvrgwlrrg Ch.cI VaIv6Dry Dipr Vrlvo90' EtrndrrC Elbon {5 | Elbor.tcatf YrlvrD.t.ctor Ch.ck vrlv. lrong llurn Elbowrdl-un Eu8rr llbor I10t{ Contaol vrlv.Itcr gYlt€h 90 I tlor thru ?f6clfrl.r Ch.cI vr]'vr Csbutrr Drogrrna by HydrrlDc Inc. Routr 1l:. $tndhr$ N'tt. ugA 0308? : ; .l I I A B c D!r or Lll eII; aI n E(! En F f{(.{ o oE. uq H !) {J IE lr >rA !l E rur{ ol.lA q 0! l). E P.1JrIfAR E.J '99 BZ:5OFI'1 FROI..I'TIER FIRE FROTECTION ;l .l : .; ,l .t' I I It I dr!rIII o'$ s*sr'- r ..: .t i .l i' I i i; 4 ; t t ,i :l Ut'c.lt.'! 6t;1r.tt Dtl. JTIEg OrE.,EHrtdsA5t 'lHHH HU-'rI Rx ns:Es fi :iiliF *flflss fl dBE 8l t r{ .. t.... t. -...t...-t...,:T: o N o rn c) c{ t,6 (tt @ il\ b oo(\t oo r,tt o oooocro5:TS::IEFBgEBRS o +J E fr, A. Hthl.{ !. H*HNct QFl(Y'c F{ .t tD OFI.'qNt' [, t}t|llDrr,{ tolan{rog EEdutr9. .{ .{!{ dt trl 3.3€€tr JJ .rl ..1F g8S 'rUld(tJttl o cr9(,AE rilulr]9trE i HYdraU DGllgn rhfornutlon shctt ii["ta,r - VAIL INEEIFAItrH CHAPf,L cltlrRcH loo]|tlon - 19 vAIIr aaAD. vAIt,. cgLoRADg Trt CTIA'EIJ Eutl,dlng - r'rAIN ElclF,ANCE LEVEL Conla.ctor - FRONTIER AIRE 9RORECTIAN trNq criiulrt.cl Ey - HEr,rRg 9AN6l Drtr 0e2 599 - 3-9-99 Ey.C.m No. - tcEt congrlct No. - Darwlng No, - I OF I cclllng Hrlgbt - vAnrES I Dah6 E T st E M : i r) tructlon: (X) gouibustl,ble lX ) Non-goEriburtl'bl,e cY - ctlURcH (X) NEPA 13 (x) l,t, Hae.( ) NFPI 231 ( ) NrPA 231c oth6rgpraitts Ruling ord,ltar.ep. | ) 1 (x) 2 | ) 3 (x) Ex.Haz. ( ) FLgtrla curve M.d6 Ey Datc D D F I o N 'I 'i i A! of' Sprlnklar Op.rrtlon Dcnat Ey Arcq Par ltprlnlcl.r Elevatlon rt ttlghcgt Qutlet llor. Allor{rnoc - trnelde Rrelr 9pEtnlrl.r Allowrnc. Ilosa AJ,Iord.nc. - OutaLd. Note 900 ,1 VABTEB 9.9 50 e30 50 8y.t.rr Ty?. lx) sc! SprLnLIrr/Nozz1a Mel(e CIJOBE Modcl .tN gLze l/ ?t' K-arotor 5 .15 T.ry).Brc.155 D!y Deluge PEerotIongth.r catbul,.tion flor Rcqulred -Eurdnaty c-Faotoa urcd! 215.30 Pret! Rcqulred - 1S0 ov.rh.rd 5?,39 1{0 At Tett gnderground Iw;A'i 'F:Bl Rj Itatai FIow Bart ! Drg. of Trat TLtnc of Te6rgtatlc Pa€6a Rcrldual Frccr -tl obt Purnp Data : RatGd CaP. - (l Presr Elsw. - 0 Tank or Reservolt ! crP' - Elcv. - Wcll Ptoof t'10w t-23-99 2320 P.M. 138 L22 2150 0g u P P v IJOCACION - AT OOB SfTE Sourcc ot Intormatlon - rRONTISR rIRE FROIFECIION AND WTTNEES EY RICII AIID PT'I].,I,TF AT VATI, WAT'R DEP!. El rvat.l.on c o M M Conunodlty E torago lll. Slorrg. Mrthodi €larr lJocrtion Arc. Al.lc 19. I PrlleLizod tSolid 9ilrd nac k 31ngl. Row Doubl. Rolr fuIL. Row conv.n. 9rllat slrv. r.Il.t ( I Auto. ( | Soll.cl ( ) opan I EncrP. I Non SLongc sh.l ! shcl E s T o R A (t E tlur Spaci'ng Longt tudln.l clearanct!: gtoragc to cclllng T&rntvrrf. florlzontal Batrlers ProvLdccl. coqiputc f Progranr by Hydsrt.c lBc.Bout. :,1L !{'indham N,tt. UaA 0308? . . , Fln Frotroll on by Crmputr Dadcn Pront,laa trl-ra Protcctlon fnc. e61? Wclt Holdcn PlaccDonvcr CO 8Og 0{ 303-629-0221 I Codpuqcr .t tob Nam.BullclngLocatlonByrt.nContrrotD.t. fllr vArrr ili|lttRtAr:ll| cBAlPEt, !'TATN INTRANES I.IVEI13 VAII/ nOAD. VAIL, COIORADOrlT 2? 65 . sxz Progrrn! by HydnLrs Inc.f,outc 111 rlndhiln N,H. UgA 0308? . HfiR Ag '99 6Z:4SPM FRTNTIER FIRE PROTELTIONPront'.if F!lG Pfotoction Ino. Fage F'. ] LJ 9 022699VAIL INTENTAI'TI CIIA?EIJ D.tc Hyd'Ro!.Dla .Pt PC ga Dl.tt.rtng r r ***r*t* Notll .*+*** AKFLtov/'G 232 ,54 2. 000 55, 904 6. .133 2,000 0.65? El,x.d lort - 6v.l r 19. 591 2.201 L20 0. 3285 u/ato TEgT t,22 1{0 0.0L04 76.726 33. {52 2E 30.000 62.994 10.249 252.64 3,3 5.336 Qa s 100. 0Ox rrctor r 11.30 100.00 332.6tl 64,247 gofliputrs Drogrunt by Hyd$Loc I$s.Rout. lll ltlndbrn N.ll. UsA 0300? f'IFIR U9 '!5 VEIAAPN FRONTIER FIRE PROTECTIONFrontlat llr. paotactLon Inc, VAI.I. TNTTBIATTIi CIIAPIIJ Page 8 Drt.022699 llYd': Raf . Dl.a .flc fl Ptpc FEng | ! FT Pv PN Ft PQ PT tFlQr t*****r NOta! *rtrrr 9o1ht Ot Dt|VL Eqv. h. Ioerl LT2to 105 20.47 1. 109 150 57, {E 0. {631 1t 9. 905 0.030 14.9{4 t.90510.?35 4.9?1 vcl -19.092 3?. tl8 19, e15 K FacCor :12.9L 10tto.2t.7? 2I .15 12. 000 12, 000 13. r15? 0. 919 1.109 .150 0.0?66 X Frctor v.l i 0 nod. E0O1 7 .2t7l. 10pto, 109 22,01 43. ?? 1.109 150 Q.27e1 9,905 3.8?0 16.3?6 9. 905 0.903 13. ??5 3. tlt K Fector 0 nodr t002 VcI = 1{,538 1ob Eoi 106 24.L6 1.109 "1506? . 03 0, 630? IT 9. e06 0. E30 9-905 10. ?35 24,532 6,11t Vel =22,363 67.93 21 .30?K Faegor ..13.00 109to: 101 17.55 L7.35 1. 109 150 0. 03 05 12. 000 l2,000 9. 853 K FAOLOT vel E 0 nodi 8Q01 5. t63 roltqi 17.61 1. 109 1503{.96 0,1845 3. 962 0. G0 3. A?0 10.11593.952 0,303 K Frctor C nodc Eq02 I 102 Ldi 103 1. 109 150 3rl .9G 0.1843 9. 906 7,e32 1. 4/t 0.930 12,201 9. 90510.?3t 1.981 v.I -6L2 Vol = 11.512 103 'tso: 1. 602 150 0.0308 14. 1691r11. ?99 2.900 11 . ?98 t8 3{. 96 14.698 0. {6 VAI E 5.5€b 118 to; 10{ 20.29 5s.2t 1, 602 150 0.0?18 11.799 12 .000It.79t 23. ?t8 14. 6{1 1. 708 vel =8,794 1O.l to' 105 51. 98 10?.23 L-602 1900.2{!lg t,t .160 1{ . 160 16. 349 3. 456 Vel - 17,060 10p EO: lQG 57. {S 16{.?1 1. 60?t50 0. 5415 13.930 13. 830 '! q tt R ?. {e9 VcI - 26.2t1 10'6 g(, 5?,93 232,64 2,003 130 0.3456 10.000t2.964 22 , 961 21 ,tO0 ?.936 12 . 965 11€23 .61t1 ri;6to 2.203 120232,64 0 , 5285 6. 819 12.000 6. 819 35.2392.68! 6.L42E, 919 Ve-L = L9-581 VeI = 19.581 EAIRtq BK"! 5. 819 13. 539 6- 819 6.000 27 .211 33 ,211 44.10? 0. 866 10. 932 2.203 L20232.6/t 0.326S 1E 18 1B 'I coilbutcE troErans by HydraLoc Inc.RoutG 111 wlndh.n N.H. usA 0308? $\nEREAltll CUA.DEL Prgr ? Date 022699 llyd': ne t.3toQa"fnoDi4. 'r c. 1.1091i0 0,0466 PiPagtng'€****tn* Ngtct tr**t* Do:b1 to; 16. 60 15.60 3,962 1. 000t. 96e{,962 8.787 0,231 - 5.6 5. s1{ K Factor Vr! =1 16.60 9. 018 N Factor -e te Do02 16.60 1.109 1Ttoj 9. 906 1 . 000 8. ?8? 9.905 K tr'actor ,. 3.6 130EO02 16. 60 0. 0{65 10.903 0.507 vrl r 3.514 'i 16. 60 9,294 K 4actor - 3, {B tzt Coi1l,t 10. 53 1. 109 r,30 18. t3 0. 0370 1rn 9,906 2.1209.90t 12 ,023 11 .23{ 0.303 0. 686 l( Factor 0 nodc EOol. VeI ' 5.195 10.33 20 .47 1. 109 15020.e7 0.0686 t2.221 13. ?t G 0. 303 K FAOEOT vtl - 0 node [Q01 K tr!,ctor =30 9, 906 2. ra0 9. 905 L2 . O2t 20, 41 0. Ez$ 14. 84{ 799 K Frcgor r 5. 31 1IP to; 24.16 2q.L6 9. 905 19. 10! 0.303 1.120 1. 109 150 0.0931 2,r20 9.905 12.025 K Pacto! Ve! a 0 nod. EQol 3.025 1-L7 20,53r 9,906 2.900 13..1?4 racto8 =t,33 l( Eaotos C nodt EQ0120.29 1.109 15020-29 0. 06?! 20.29 e.903 0.303 .805 0, B Lq,64r .739 K Sactgr -5,30 1i,g tol 11'{ 15,60 1.109 150 16. t0 0.0{65 12,000 r2.000 9. 018 0. 3tg K ttctor e nodr 8Q01, val a $.3111 1t:{ to. 115 16. 85 1. 109 150 33. 45 0. 1?01 1T 9. t06 3. A?0 9. t05 13.775 9.576 0,90E 2 .3{3 K Ercto! e nod. 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ROAD. vAIIr, COLORADO Bui;ldt ng - BAgtlrtENT rJEvErJ Co tlrolor - FRONTIER I'IRE PROTECTION tNC crloufrtcd By - LENRY DANG CorirtructtoD: (X) Conbult,lbla ( ) Non-Conbur!trbla Prge 2 D.tG 022 699 Dat. - 3-9-99 Sy.tern No. - ICIT concaacE No. - Drrgrlng No. - 1 oF 1 celllng lraight, - VAnTES I I E M I .,| 'l - , CHURCE (x, NSPA 19 (x) rJr. Eez.( ) NrPA 231 ( l NrPA e31c othc!gp3cifj,c Ruling ord.Hfz.Op. (11(l2lr 3 (, Ex.8rz.( ) flgun curv. Hrd. Ey Dats t, A.rca of lprinhl,cr Opaaation DEnsi Cy A16r Par gprlnkl.s Elcvrtion rt HjrgheFt Outlet HolG Jlllowrn€c - tnaldl Rack gpalnkler Altowance llora Al,J,owrncr - outrid€ Not e 900 VARIE g 9.9 90 50 6yE (xl t6m lIlTrG w6t Dry DeI ugr Praa cts1on oLhr! tprlnkl.r /Not zL. Mrkr O!0BE Model .tN SIEc 1/2r' X-Factor 5.6 TrFrp,Rrt,155 D E g I o N ica+ulation trlow RrqulErd - 332.8{ Fr.rc Rcqulred - 54,2J At lcEE €u nary. C-trrcto! lJrodr 120 ov.rhead 1{0 UndargsouDd w! Ai T R: l'aL6! lloht Tast ! 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ItGrt tloldGn FlaEe D.hv€.E eo 8020{ 304-629-0221 : il .i go$ut.r itob N|rr. i VAMNTEn,FA.TTT{ CITAPE!Eullcll'ng : EAgEtrtrtilT trtVE&Loeetl.on : 19 VAfl' RORD, VAIL. gOIrOneDO €yrtdn r wETcontracf 2 Dagr fltr. : 2?55.WXl Routr 1I1 Ilndhq$ N.lt. UgA 0301', RETJTl3l O6/3Ot1999 O7:49 Activity: Addrese r Location r Paree I r Descri pt i on r Appl ieant r Owngr: Contractorr TOl.fN OF UAIL,CULORADU SHEETS F PATJE AREA: CDINfiPECTN I.IORK Df98-@64 6/30/li Type: B-llECH 19 UAIL RD 19 uArL no ?tgt-o7l-og-Gg1 }IECH SYSYTEFI AND HEATED DRIUE FOR LUNSFORD BROS. IIECHANICAL UAIL RELIBIOUS FOUNDATION INC LUNSFORD BROE. HECHANICAL /39/ t999 Status: ISSUED Constrr NCOI! Oec: Use: NEI.I CHURC}I Frhone t i70?425790 Phone: Phone: g7$?4e379tt ll Inspeetion Request Requestorr RHONDA Req Tire: OIrOO Iters requested to oo390 Inforration..... Correntsr SNUUHELT - LATE AFTE be Inspeeted...Action Co en Tire Exp Phone: 97O-e4?-579O Inspeet iqn 5Eory....'.Iter; 0/0,o4t ltlEGH-Rough A3/?5/99 Inspectorr ilotesr ALL DUCT }JORK Jio CD Aetionr APCR f{PPROUED/CORRECTION REOD APPROUED. SHAFT HAS NOT BEEN zuILT FOR B VENT HEA] LINES iIUST BE FIRESSURE TESTED Iterr $lr?40 FLltlB-Bas Pipinq o,41 14/99 Inspector: JRttl Aetion: APPR AtrPR 10# AIR TEST Notesr TA[i FLACED ON EXTERIOR STUBIElTOlgq Inlpeetor: JRITI ActiON: PA PNRTIRL ON UNDERGRD Notce: Pl'pE INSTALL l.lITH TRAtrER ON FRONT AND EAST SIDE OF BLDG' TO ilETER LOCATION.NTT PRESSURE TEST. It er r OO3IO'{tlECH-Heat ing $4nl/q9 Inspeetor: GRG O4l@,199 Inspector: ED Notcrr UPtrER LEUEL ZIINES O4lO5/99 Inspector: 6RG Action: NR Aetion; PA APPROUED 5O*PT RESCHEDULING FOR FRI 4/? PARTIAL APPROUAL Itrr:fter rIter:. Iter: Notesr T|€RE ARE STILL e HORE BASEIIGNTT TI{E KITCI{EN ff!.3€'i iECtl-Exhaust Hoods O033O ItECH-Supply flir OO34O ltECll-1'lisc. OO39O ltGCll-Final 06lnl99 Inspeeto4 GRG Action: PA ilAIN ZONE' BASEIIENT' SSlt HEAT ZONES TO BE INSPECTED IN THE AhID THE RESTROOII ZONES. Act i on: APPR f|PPROUED TOl.tN uF UArLt 7REPTISl 07/r411999 O7t28 COLORADO 5HEETS FOR PA6E AREAI GRG Act i v ity: Address r Locat i on l Parcel: Deser i pt i on r Appl ieant : OnnerI Contraelorr INSPECTN }IORK B9A-ee7B 7/l+/tq Type: R-COHI{ 19 VAIL RD 19 UAIL IID ?Lol-rr7t-og-ool CONSTRTJCT NET.' IiINISTRY BLD6 I.IITH J. L. UIELE CUNSTRUCTION VAIL RELIEIOUS F{,'UNDATION INC J. L. UIELE IJONSTruCTION 14l 1999 Status: ISSUED Constr: flc0ll Ucc: BE Use: U N FINISHED BASEiIENT Phone: 976-476-3o,8E Phone r Phone'. 97A-476-3O8? Locks, Holdst and Not ices. ACTIVITYiu?ii"' a'n *sLrLEr"'t)l*rrwro rrttz Mq9' q<g Tu \Notieer srot 64 Ee OAy4Uf-nz,O (SotcrP HdtcUF) Notice: revised drawings additional value of IlOOtOo,ti.gg Rle-Notiee: ELEUATOR pERilIT REC'D 3,/4699 Inspection Request Requestor: LEU Req Tire: g8rti0 Iters requested to Inforration..... Eorlent s : REINStrEtrTIDN Fhone: 47L-5.464 be Inspected... Acti Corrent oo4)o inal lnspeetio-n History.., .. Iterr 0061$ BLDG-Footinqs/Steel Lt/?tr/g8 Inspector: 6RGll/?S/98 Inspector: CD Iter r 1lo,0,?0 BLDG-Foundat ion/Steel l?,/ ll/98 Inspector: DD lellSl9S Inspector: ART Action: HPPR APPRI]UED Action: APtrR Approved as noted: Tire Exp Action: trAAction: APtrR EAST HALF TINLY REST OF FOOTINES Notesr - FIUE CENTER COLUIIN STEEL REINFORCEITIENT_ ELEVATf,R FOUNDJ{TION T.IALLS - T1.t0 IIECK CuLul{NS Iter: OgEeC PLAN-ILC Site Flan A3l?3199 Inspeetor: CD Aetion: AtrCl{SEE NOTES Notes: FRAIIIING IS AptrRUVED tr€NDING: -ILC SUBI{ITTAL AND ATJPROURL _DhIV IS RETEATED PRIOR TO CONCEAL]4ENT -PROUIDE STNilf,HD Atrtrt{UED CHANGES TO STRUCURE FROII ENGINEE OF RECORD -SHAFT ENCLTJSUHE FOR B UENT MUST BE INStrECTEDg4/6L/99 Inspector: CD Aetion: Ntl ILC RUUTED TO JEFF Iter r OOO3O BLDG-Frating$+/gt/ii Inspector: trD Action: AtrCR SEE ILC O4/,n/99 fnspector': CD Action: APPR ENG DETAILS RECEMD Iter: Oo050 Bll)6-lnsulation$4lol/99 Inspeetor: &iRG Actionr APPR EXT tfALLS, CLNGS, POLY O4/g?/99 Inspector: CD Actionl APPR LOt'lER LEVEL Ctilt]LETE Iten: OOO6O BLD6-Sheetrock Nail A4loi6l!l9 fnspeetor: JRlil Action: trA appr upPer floor only Notes: no lheetrsek in place on the ceilings 04/o,9199 Inspector: CD Action: trA FARTIAL fIFPROUAL Notegr reet of elevator shaftrlids in uPper level, and barerent aPea except rechanical roors REPTI3I A7/14/1999 O7t?8 TtltfN ttF VAIL, I{EOUESTS - INSPE,CTN WTJHK CTJLORADU SHEETS FORI 7/L4l1999 PAGE AREA: rf i tiR6 I ai Iter: olo'676 BLD6-itise.g4/6e/99 Inspector: CD Iter: OOO9O BLDG-Final Action: APtrR SHffFT ENULOSURE B UENT A7/o,A/99 Inspeetor: GRG Action: CR tfITH CD' JR & L5... Notes: l) INSTALL CODE-COI'IF:ORilING HANDRAILS BOTH SIDES EXTERIOR T.IOODEN STAIR '.IT CENTER REAR. EXISTING FLAT 2 X 6 RAILS D NOT iIEET CROS$_SECTIONAL OR GRIPPABILITY REOUIRENENTS OF sEC. tOO3. 3.3.61 1997 UBC. e) INSTALL SCREEN IN SHOI.IER DRAIN, BASEIiiENT. 3) DBTAIN ALL REUUIRED FINAL AppROVALS FRO!| PLANNTNG| PUBLTC IJORKS AND FrRE DEpT. pRIOR TO RELEA oF c.o. Iterr @53O BLDG-Terp. Cltr Iter: OO53r FIRE-TEMP. tr,lO Iterr OO53e PH-TEtilP. Cltr Iter: OO533 PLflN-TE]4P. C/U Iter: OO537 PLAN-FINAL C/A Iters 00534 FIRE-FINAL C/tl Iter: SO539 trtr-FINAL U/O A7/OE|99 Inspector: LS Action: AtrtlR AITITRUVED pHnSE ONE Notesr LANDSCAPINTj STILL NEEDED BUT BEINti I"IORKED LlN. Iter: OO54O BLDG-Final CIU , , ,N uvrr^-ilF*- \$l*s"rs Js)*:t c^ r;-r1r,/ ' -\..i \S"tOtvfe fry.,gl+1 U$,rtx^r:u,)t tbt l)t: ttt \ rll? ftt ., *qf cttrc (r"4 ? lnnp} l \,, r {v v rv- '/'- lI o Design Review o Action Form F VAILTOWN O Project Name: Vail Interfaith Chapel Project Description: Amendment to permit approved in August 1998 regarding new building. Owner, Address and Phone: Vail Interfaith Chapel ArchitecVContact, Address and Phone: Ned Gwathmey, 1000 S. Frontage Road, Vail, CO 81657 Project Street Address: l9 Vail Road Legal Description: Tract J, Block 7,Yail Village 1" Filing Parcel Number: Comments: Buildine Name: Board / Staff Action Motion by: Pierce Seconded by: Brittain Action: Approved Vote:5-0 Conditions: I . Upper portions of the three small windows on north elevation shall be raised to match large windows. 2. Roof materials shall be wood shake or shinsles. Town Planner: JeffHunt Date:2-3-99 FIEVERYONE\DRB\APPROVAL\99WIChapel DRB Fee Pre-Paid: waived -Tr 41.t FtL t c0Py DESIGN REVIEW BOARD AGENDA Wednesday, February 3, 1999 3:fl) P.M. PUBLIC MEETING SCHEDULE PROJECT ORIENTATION / NO LUNCH - Community Development Department 1:00 pm MEMBERSPRESENT MEMBERSABSiENT Brent Alm Clark Brittain Hans Woldrich BillPierce Greg Motfet (PEC) anived 3:30 SITE VISITS 1. 9 Vail Road Building - 9 Vail Road f26&272. Robins- 154 Beaver Dam Boad3. Laidlaw- 1722 Geneva Drive4. Glen Lyon Office Building - 1000 S. Frontage Rd. West Driver: Jeff 2:00 pm PUBUC HEARING - TOWN COUNCTLCHAMBERS 3:00 pm 1. MereleVFirman residence - Final review of an addition/remodel of a Allison primary/secondary residence. 1984 Sunburst Drive/Lot 20, Vail Valley 3'o. Applicant: R. Mereles & R. Firman, represented by Fritzlen, Pierce, Smith MOTION: Clark Brittain SECOND: Hans Woldrich VOTE: 3-0 (Bill Pierce recused) APPROVED WTH 3 GOI{D]flONS: 1. That the grading issues with Public Works be resolved.2. That the little center chimney go away.3. That the chimney be stucco or stone. 2. Vail Interfaith Chapel - Modifications to a previously-approved plan. Jetf 19 Vail Road / Tract J, Block 7, Vail Village First Filing. Applicant: vail Interfaith chapel represented by Gwathmey-Pratt Architects MOTION: BillPierce SECOND: Clark Brittain VOTE:5-0 APPROVED W]TTI 2 GONDITIONS: 1. That the 3 small windows on the north elevation be raised to match the large windows. 2. That the roof material be wood shakes or shingles. .o-l---T.,. t 1'*i 3. Robins residence-Addition/remodel. Jeff 154 Beaver Dam Road I tot27, Block 7, Vail Village First Filing.Applicant; Ken and Judy Robins, represented by Steven James Riden CONCEPTUAL-NO VOTE 4. 9 Vail Road Building - Multiple{amily residential bedroop/dormer addition. Dominic 9 Vail Road, Unit26&27 / Lbts R, g-& C, vait Village 2d Filing. Applicant: Thomas and Jill Darrah CONCEPTUAL-NO VOTE 5. Glen Lyon Otfice Building - Conceptual review. Dominic 1000 S. Frontage Road WesULot 54, Glen Lyon Subdivision. Applicant: Glen Lyon Oftice Building Partnership, represented by Kurt Segerberg CONCEPTUAL- NO VOTE 6. Laidlaw residence - Preliminary review of a new single-family residence. George 1722Geneva Driv/Lot 10, Matterhorn Village Applicant: Walt Laidlaw, represented by RKD CONCEPTUAL-NO VOTE 7. Westhaven Condos- Final review of a proposed new Fractional Fee Club George and employee housing project. 't325 Westhaven Dr., Westhaven Condominiums/ Cascade Village Area A. Applicant: Gerald L. Wurhmann, represented by Robby Robinson TABLED UNTIL MARCH 3, 1999 Staff Aoorovals Lee residence - Interior remodel with minor window changes. Brent 1975 W. Gore Creek Drive/Ptarmigan Townhomes #21. Applicant: Robert & Jo Ann Lee Bridgewater residence - Interior den/erterior deck expansion. Brent 303 Gore Creek Drive #11/Lot 11, Block 6, Vail Village 1' Filing. Applicant: B.A. Bridgewater Linn residence - Addition of transom windows. Brent 1350 Greenhill CourVLot 14, Glen Lyon Subdivision. Applicant: Robert and Alexandra Linn DeLeon residence- Interior remodel and window addition. Brent 82 W. Meadow Drive/Lot 1, Block A, Vail Village 2no Filing. Applicant: Santiago DeLeon Mountain Top lce Cream of Vail (Haagen Daz) -Menu sign- Dominic 141 E. Meadow Drive/Lot P, Blk5D, VailVillage 1"'Filing. Applicant: Ric Almos Buncher- Balcony extension. Allison 1730 Golf Course Lane, Unit 76Natl Golf Course Townhomes.Applicant: Jim and Mary Buncher Montaneros Condominiums - Revised fence and landscape plan. Dominicil1 West Lionshead Circle/Lot 8, Blk 1, Vail Lionshead 3'o Filing.Applicant: MontaneroscondoAssociation Conyers residence - Master bath addition and enclosure of loft. Ailison 51 29 Black Bear Lane/Lot 13, Block 2, Gore Creek Subdivision.Applicant: David Conyers Vail PropertySales & Management-Temporary Real Estate Open HouseiDirectionalSignage. Brent 303 Gore Creek Drive t20Nail Row Houses.Applicant: Lisa Agen The applications and information about the proposals are avaihble for public inspection during regular office t the p@ect planner's otfice, located at the Town ol Vail Community Development Department, 75 South Front, Road. Sign language interpretation available upon request with 24 hour notification. Please call 479-2356, Telephor Hearing lmpaired, for information. Data R^ceivet FEU ,,- lggg &,^ E Prints/sepias I Change order tr tr Plans Originals LETTEfuF TRANSMITTAL Samples the lollowing items: E Specifications D^rE1l. roar.ro. { AO3 To: JeF€wJ F\uUr. hUr-{r,{N fi^/ R-a+f uP --r6uh..J ""ot Va,.tr,- . ^', \fu-:ftnes+l+ 0*\e- l.(tNr x,tQ:/ O*twz-. WE ARE SENDING YOU tr Attached tr Shop drawings E Copyof lefter ! ! coPrEs DATE NO.DESCRIPTION t al,t Srtv PusU +\ffiottP I 4{,\(;.r<e Pt-.A-.l FFDPwIO' I Lz \a e.rNxfroxlcz ApFF$\^3o t A.4.gA Et.vt lxT r D51€, fl€,ft{ll3 - I Azr Ff F,{M-\e}.\<, 6a',111@ XV.v A ]'-\L{r PN €' FFDPDqaO-. €ttp5UfiLt j= A Le1fut trbAF^OU)T=ffiturrc GrrlrtlJ 6f$rbf. THESE ARE TRANSMITTED as checked below: D n ! tr tr ! n tr n n tr D For approval For your use As requested Approved as submitted Approved as noted Returned for corrections For your records Revise and resubmit For review and comment PRINTS RETURNED AFTER LOAN TO US FOR BIDS DUE 19 *.ro*o, Jfff " ll anclosurcs arc not as noted, kindly notity us at once o Via Delivery 16 December'1998 Mr. Dominic MaurielloAtCp, Town planner Community Development Town of Vail 75 South Frontiage Road, West Vail, CO 81657 Re: Vall Interfatth Chapel Mlnlstry Center Town Approvals DearDominic: congratulations on lhe Lionshead Master Plan. Enclosed please find the following items to update issues onthe Ministry Center: o P'E.C. APplication to extend the Conditionat Use Permit to include he'Finished Lo^rer Levef.o D.R.B. Application for Modificatbns to approved olans for:1' Raising whole building zlo'..1o reoycri ground water problems encountered in excavation during lowflwv periods. concunent with raising, [re Foundatioir has had to add underdrain ""0 rr.p p,itnp"that were not anticipated prior to conltruction. Site plan is stigh0ymooified with aner aspeifilei-approral.2. Changing the approved window configuration due to the neur requirement for operating windorrvs.3- Changing wood shake roofing to Fiberglass Reinforced shingles - celotex preiioentia] wealheredWood and Shadorv color mix, if approved will atso be used o-n the impending Chapel remodel. Tht isan initial cost savings and will reduce the long tem maintenance. Unfortunately this is probably not the end but I felt we should try to stay currenl in the never-ending ValueEngineering prooess. Thank you for your consideration. Sincerely, Copy: Carl Walker, President, Vail Religious Foundation Randy Vosbeck, President, Vair Rerigious Foundation Buirding committee r?s.-'r U r j La|l lnc t.tanntng stalt at .t /y-41lg . .rcATroN FoR pr,ANNrNc nn.. fvrnoNuENTAI.-, COMMtSStOru nppROV,l ta.lv.?g GFNERAT TNFORMATION This application is for anY projcct rcquiring approval by thc planning and Environmcnal commission. For spccificinforrnation' scc thc submittal rcquircmcni rii ti" pnrii.utu. opprou'ot tt oiir r.qu..,.u. Thc apptication can not bcilff3::iHil'i1il:j inrormation i' *uuJ,i.i'' ir,. p,".l"i',novXo n*ilo u.,""icwcd by rhc rown council A: TYPE OF APPLICATIoN:E Additionat GRFA (250)E _ Bcd and BrcatdastE/ Conditionat Usiiamit DaruND(Dq Major or E Minor Subdivisiontr Rczoningtr Sign Variancctr Variancctr Zoning Codc Amcnd.mcnt ADDRESS: ZONING: NAME OF OWNER(S): MAILINGAD OIVNER(S) SIGNATURE(S): NAME OF REPRESENTATTVE: Amcn&ncnt to an Approvcd Dcvctopnrcnt plan Employcc Housing Unit (Tyoc: I M ajor or E Min or CCt drroiorTr rcra-Iil(VailVillagc) Major.or tr Minor CCII Extcrior Altcration (Lionsh6d) Spccial Dcvclopmcnt Disfict Major or tr Minor Amcndmcnt to an SDD tr tr tr tr tr tr DESCRTPTTON OF THE REQUEST:C-,,n,l.-a,- En to fo-M t ltllttl€, C. LOCATION OF PRO euocr_? FrLtNc BUILDINC NAME: D. E. F. G. pHoNB 444- \433 PHotqn: 4i{c,- lt4?. H' FEE - SEE THE SI'BMITTAL REQUIREMENTS FOR THE APPROPRIATE FEE. STJBMITTHIS APPLICATI9]I,ALL ST'BMITTA.L REQUIREMENTS AND THE FEE TO THEDEpARrMExrorconnrrirx-riv-oii,iiglyuryiissriuiir-fi onrAGER'AD,,coroRADO EldsT. UAF MAILINGADDRESS: Rcvi*d 6196 TOlr/NOFVAIL o PPLICATIONA A. TYPE OF REVIEW AND FEE:E New Construction - $200E Addition - X Minor Altcration - E Conceptual Rcvicrv - $0 For any application whcrc thc applicant rvishes to nrcct rvith Dcsign Rcvicw Board to dctcrminc whcthcr or not the projcct gcncrally complics with thc design guidclincs. The DRB docs not votc on conccphral rcvicws. DRB fccs arc to be paid at thc time of subrnittal. Latcr, whcn applying for a building pcmrit, plcasc idcntify theaccuratcvaluationoftheprojcct. ThcTownofVail will"Alusrtn"fcraccordingtotheprojectvaluation. PLEASE SUBMIT THIS APPLICATION,ALL SUBIVIITTAL REQUIREMENTS AND THE FEE TOTHE DEPARTMENT oF colftMUNlTY DEVELOPMENT, zs SOUTH FR0NTAGE ROAD, vAtL, coLoRADO E1657. Qucstions? CallfPlanning Staff at 479 -2128 GENERAL INFORMATION This application is for any projcct rcquiring Dcsign Rcvicw approval. Any projcct rcquiring dcsign rcvicrv nrust rcccivc Dcsign Rwicrv approval prior to subrnitting for a buiiring pcrnrit. ior spccific infomration. sce the subrnittal rcquircnrcnts for thc particular approval that is rcqucslcd. Thc aptiication cannot bc acccprcd until all thc requircd infornration is subnrittcd. The projcct rnay also nccd to bc rcvicwcd by thc Torvn Council and/or thc planning and Environmcntal Conlnrission. Dcsign Rcvicrv Board approval cxpircs onc ycar after final approval untcss a buirding pcrnrit is issucd and consrruction is srartcd. se +aJq'ga (frrrve_ B. c. E. F, c. Fl. FOR DESIGN REVIEW APPROVAL PARCEL #:Contact Eaglc Co. Asscssors Officc at 9?0-328-8640 for parccl #) ZONING: NAME OF OWNER(S):qartN Exroo An, MAII.ING ADDRESS: PHONE:qLl9- I93u OlVNER(S) SIGNATU RE(S): NAME OF APPLICANT: (nl MAILINGADD ooo g PHONE: Constructiorr of a ncw building. S50 lncludcs any addition rvhcrc squarc fooiagc is addcd to any rcsidcntial or comnrcrcial building. $20 Includcs nrinor changcs to buildings anrl sitc irnprovcmcnts, such as, rcroofing. painting, window additions, landscaping, fcnccs and rc{aining walls, ctc. PTION OF THE REQUEST:&r-,Na LOCATION OF PROPOSAL:T}LOCK: -? FILING: PFIYSlCAL ADDRESS: t1 tl 20 Norembergg ift..Itominic{Uanblto AlCp, Town plannerggImtfry D€vetopment rovrnr ;i V;d"'-' 1g:9ry Frontage Road, West Vail, CO 81657 Rg: YafllnbrEnthapel Mlnbw GenterFinirhlng Lower Level ----' Dear Dominic: ff#ffifffiritlffil?gil*n* rre Rer[iurssoundarion isconsided,ns finishins rhe The anlkiipaled use of thie sgace lsas a shefter for shanded bavelee The lorrer level of thecxisting chapet b currenrU d"p]A"d ;; ililJ "*rgencies. The Foundafnndins nutililendtoDadilion hisarea ofi,.add ofrces or other sfafi, wtrictr couldcreate addiUonalparking. -: | *nowthb matbr vuas disorsseC in tte Couftfl ttcaring at the apptonal of the Condifional Use:fff*Htr"T. +pnciare cl'eaion Jt-lii'"oins 6* Gd-6;de mne* or poor Thanks fur pw v€ry proferssional seruice and your support Sincerely, GWATHilIEYPRATT ARCHITECTS, P.C. M. Gwahmay, Jr., AIA Mr. Johannes Faessler Sonnenalp Hotel 20 Vail Rd. Vail, CO 81657 GeneralManager The Wllows Condominimums 74 Wllouns Rd Vail, CO 81657 LegalDepartment 1st Bank 17 Vail Road Vail, CO 81657 Mr. Bob McLaurin Torn of Vail 75 South Frontage Rd. Vail, CO 81657 Via Delivery 16 December 1998 Mr. Dominic Mauriello AICP, Town Planner Community Development Town of Vail 75 South Fronlage Road, West Vail, CO 81657 Re: Vail Interfaith Chapel Ministry Center Town Approvals Dear Dominic: Congratulations on the Lionshead Master Plan. Enclosed please find the following items to update issues on the Ministry Center: e P.E.C. Application to extend the Conditional Use Permit to include the "Finished Lower Level'.o D.R.B. Application for Modifications to approved plans for:1. Raising whole building 2'-0" to reduce ground water problems encountered in excavation during low flow periods. Concunent with raising, the Foundation has had to add under-drain and sump pumps that were not anticipated prior to construction. Site plan is slightly modified with other aspects per approval.2. Changing the approved window configuration due to the new requirement for operating windows.3. Changing wood shake roofing to Fiberglass Reinforced shingles - Celotex Presidential Weathered Wood and Shadow color mix, if approved will also be used on the impending Chapel remodel. This is an inilial cost savings and will reduce the long tem maintenance. Unfortunately this is probably not lhe end but I felt we should try to stay current in the never-ending Value Engineering process. Thank you for your consideration. Sincerely, P.C. Copy: Cad Walker, President, Vail Religious Foundation Randy Vosbeck, President, Vail Religious Foundation Building Committee FIL I cCIP y T0WI,|0FVAL Department of Conntunity Development 75 Sout/z Fronnge Road Vail, Colordo 81657 970-479-2r38 FAX 970-479-2452 January 28,1999 EdwardM. Gwathmey, Jr., AIA 1000 S. Frontage Road West Vail, CO 81657 Re: Vail Interfaith Chapel, Track J, Block 7, Vail Village 1", 19 Vail Road Dear Mr. Gwathney: On January 25', the Planning and Environmental Commission approved your request to amend the conditional use permit that was approved on August 24, 1998, to allow the lower level of the building to be used as a shelter for stranded travelers. The approval is subject to the following conditions of approval: L The approval is subject to compliance with the conditional use permit approved on August 24, 1998. 2. Should the use create signifrcant conflicts with adjacent properties, including traffrc . congestion or parking, then this permit may be revoked by the Planning and Environmental Commission. The Design Review application is scheduled for February 3'd. Please bring samples of colors and materials, and plans for any changes to what was previously approved. Please feel free to contact me at 970479-2140 if you have any questions. Senior Planner $rn*o,*" "o o PLANNING I MlsstoN Driver: KeX AND ENMRONMENTAL COM Monday, January25, 1999 AGENDA Proiect Orientation / LUNCH - Gommunitu Develooment Department AIPP Master Plan - "Focus" group discussion- Nancy Sweeney Com Dev Liaison to AIPP - Jeff Hunt - t hour 12:00 p.m. MEMBERS PRESENT MEMBERS ABSENT Site Msits : 1. Fowler- 1850 S. Frontage Rd. West 1:30 p.m. George NOTE: lf the PEC hearing extends until 6:00 p.m., the board will break for dinnerfrom 6:00 - 6:30 p.m. Public Hearino - Town Gouncil Ghambers 2:00 p.m. t-A request for modifications from a previously granted conditional use permit, located at 19 Vail Road / Tract J, Block 7, Vail Village First Filing. Applicant: Vail Interfaith Chapel, represented by Gwathmey-Pratt ArchitectsPlanner: Jeff Hunt A request for an amendment to an approved development plan, to allow for an increase in site coverage and reconfiguration of a building envelope, located at 1850 S. Frontage Road WesULot 6, Alpine Creek Townhomes. Applicant: Jim & Sharon Fowler, represented by Fritzlen, Pierce, SmithPlannen Allison Ochs A request for a final review of a proposed locker room expansion at the Dobson lce Arena, located at 32'l East Lionshead Circle/ Lot 1 , Block 1 , Vail Lionshead 2nd Filing. Applicant Vail Recreation District, represented by Odell ArchitectsPlanner: George Ruther TABLED UNTIL FEBRUARY 22, 1999 A request for a variance from Section 12€El9 of the Town of Vail Municipal Code, to affow for site coverage in excess of 2Ooh on a Primary/Secondary Residential zoned lot, located at 362 Mill Creek Circle / Lot 9, Block 1, Vail Village First Filing. Applicant: Walter Forbes, represented by Gwathmey-Pratt ArchitectsPlannen Allison Ochs TABLED UNTIL FEBRUARY 22, 1999 2. 3. 4. a 5. A request lo amend the Town's "Public Accommodation" Zone Districl, Chapter 7 and amendments to Chapter 15, Gross Residential FloorArea (GRFA), Town of Vail MunicipalCode. Applicant: Johannes Faessler, represented by Braun Associates, Inc.Planner: George Ruther TABLED UNTIL FEBRUARY 22, 1999 6. lnformation Update 7. ApprovalofJanuary 11, 1998 minutes. The applications and information about the proposals are available for public inspection during regular office hours in the project planneds office located at the Town of Vail Community Development Department, 75 South Frontage Road. Sign fanguage interpr€tation available upon request with 24 hour noiification. Plece call 4 7g-2356,Tdephon€ for the Hearing lmpaired, for information. Community Dev€lopment Departnent Pubfished January 22,'1998 in the Vail Trail TO: FROM: DATE: SUBJECT: MEMORANDUM Planning and Environmental Commission Community Development Department January25,1999 A request for modifications from a previously granted conditional use permit for the Vail Interfaith Chapel, located at 19 Vail Road/ Tract J, Block 7, Vail Mllage 1st. Applicant: Vail Interfaith Chapel, represented by Gwathmey/Pratt ArchitestsPlanner: Jeff Hunt I. DESCRIPTION OF THE REQUEST The applicant is requesting the modification of a conditional use permit that was approved on August 24, 1998. The approval was for a two-story building with the upper level to house clergy offices and consultation areas. The request is to allow the lower level of the building to be used as a shelter for stranded travelers. The request only involves the use of the previously approved building and does not include any expansion of the building. II. ZONING ANALYSIS This site is zoned General Use (GU) which allows churches and related facilities subject to the review and approval of a conditional use permit. The development standards for the GU district are determined by the PEC. The PEC must determine wtat development standards are needed on a site specific basis. ThE standards, below, were approved by the PEC for the conditional use permit for the building: Zoning: Lot area: Standard Building height: Landscape area: Site Coverage: Parking: General Use (GU) 31,611 sq. ft. ( 0.726 acres) Allowed GU Existino PEC nla PEC PEC PEC Proposed Total 28' highest ridge/29.5' to top of cupola 13,950 sq. ft. (44%) 10,400 sq. ft. (33%) 4,514 sq. ft. (14To) 7,264 sq. fl. (23Y0) 31 spaces 37 spaces III. REVIEW CRITERIA FOR THIS REQUEST The code criteria for review of a conditional use permit are included below. In addition to the conditional use criteria, staff has included the purpose statement from the zoning code, as we believe this will help the PEC in its evaluation of the request. The Vail Interfaith Chapel is located in the General Use (GU) zone district. According to Section 12-9C.1 of ihe Zoning Regulations, the purpose of the GU district is: to pttvide sites for public and quasiaublic uses which, because of their special characteristics, cannot be approprialely regulated by the development standards prescribed by other zoning districls, and for which development standards especially prescribed for each particular development proposal or project are necessary to achieve the purposes prescribed in Section 12-1-2 and to provide for the public welfare. The General Use District is intended to ensure that public buildings and grounds and certain types of quasi-public uses permitted in the District are appropriately located and designed to meet the needs of residents and visitors to Vail, to harmonize with sunounding uses, and, in cases of buildings and other structures, to ensurc adequate light, air, open spaces, and other amenities appropriate to the permitGd types of uses. A church shall be permitted in the GU zone district subject to the issuance of a conditional use permit in accordance with the provisions of Chapter 16, Conditional Use Permits. For the PEC's reference, the conditional use permit purpose statement indicates that: in order to provide the flexibility necessary to achieve the objectives of this title, specified uses are permitted in certain districts subject to the granting of a conditional use permit. Because of their unusual or special charasteristics, conditional uses require review so that they may be located properly with respect to lhe purposes of this title and with respect to their affects on sunounding properties. The review process prescribed in this chapter is intended to assure compatibility and harmonious development between conditional uses and sunounding properties in the Town at large. Uses listed as conditional uses in the various districts may be permitted subject to such conditions and limitations as the Town may prescribe to insure that the location and operation of the conditional uses will be in accordance with the development objectives of the Town and will not be detrimental to other uses or properties. Where conditions cannot be devised, to achieve these objeclives, applications for conditional use permit shall be denied. The conditional use permil consideration of factors is as follows: 1. Relationship and impact of the use on the development objectives of the Town. Staff believes the proposed use is consistent wilh the development objectives of the Town. This quasi-public use provides benefits to the Town of Vail citizens. 2. The effec{ of the use on light and air, distribution of population, transportation facilities, utilities, schools, parks and rccrcation facilities, and other public facilities needs. Staff believes the proposed use will have little impact on these criteria. The use will not add additional building mass lo the site and will be contained within the building. The use should have litile if any impacl on adjacent properlies with respect to light and air. 3. Effec't upon tmffic with particular rcfercnce to congestion, automotive and pedestrian safety and convenience, traffic flow and control, access, maneuverability, and temoval of snow from the street and parfiing arcas. The proposed use would only occur on those occasions when travel is restricied, such as wiih the closure of Vail Pass. This traditionally occurs about &6 times a year. The situation in town could be considered as an emergency. lt is anticipated that there would be up to about 15 people using the lower level for shelter. The number of people using the lower level would be far less than the number of people who use the chapel for worship. Furlhermore, many of the stranded travelers would have already parked their vehicles somewfiere in town. However, it is likely the chapel parking lot and sunounding streets could become overwhelmed, especially if the emergency occuned on a day of worship. But, because lhis use would occur so infrequently and because of the emergency nature of the use, traffic, circulalion and parking should not be taken into account al this time. This Chapter provides that conditional use permits may be revocable. This should be a condition of approval, in case the use creates conflicts. 1. Efrect upon the character of the area in which the proposed use is to be located, including the scale and bulk of the proposed use in relation to surrounding uses. The use would only occur 3-6 times a year. The scale of use is minimal due to the very few times ihat the use would occur. Staff believes the proposed use is consistent with the character of the area. The Planninq and Environmental Gommission shall make the followinq findinqs before orantino a conditional use permit: 1. That the proposed location of the use is in accordance with the purposes of lhe conditional use permit section of the zoning code and the purposes of the district in which the site is located. 2. That the proposed localion of the use and the conditions under which it would be operated or maintained would not be detrimental to the public healih, safety, or welfare or materially injurious to Properties or improvements in the vicinity. 3. That the proposed use would comply with each of the applicable provisions of the conditional use permit section of the zoning code. a.l ., IV. STAFF RECOMMENDATION The Community Development Department recommends approval of the modification to the conditional use permit allowing the lower level to be used as a temporary shelier for stranded travelers, subject to lhe following findings: 1. Thal the proposed location of the use is in accordance with the purposes of the conditional use permit section of the zoning code and the purposes of the district in which the site is located. 2. That the proposed location of the use and the conditions under which it would be operated or maintained would not be detrimental to the public health, safety, or welfare or materially injurious to properties or improvements in the vicinity. 3. That the proposed use would comply with each of the applicable provisions of the conditional use permit section of the zoning code. The recommendation of approval is also subject to the following conditions: 1. The approval is subject to compliance with the conditional use permit approved on Augusi 24, 1998. 2. Should the use creaie significant conflicts with adjacent properties, including traffic congestion or parking, then this permit may be revoked by the Planning and Environmental Commission. F:\EVERYON E\PEC\IIiIEMOSI99VIChapeI ,a'(t, PLANNING AND ENVIRONMENTAL COMMISSION January25,1999 Minutes MEMBERS PRESENT: MEMBERS ABSENT: Greg Motlet John Schofield Galen Aasland Diane Golden Ann Bishop Brian Doyon Publlc Hearino Dearr STAFF PRESENT: Dominic Mauriello Jeff Hunt Allison Ochs Judy Rodriguez Tom Weber 2:00 p.m. Greg Moffet called the meeting to order at 2:00 p.m. 1. A request for moctilications from a previously granted conditional use permit, located at 19 Vail Road / Tract J, Block 7, Vail Village First Filing. Applicant: Vail Interfaith Chapel, represented by Gwathmey-Praft ArchitectsPlanner: Jeff Hunt Brian Doyon recused himself from this item. Jeff Hunt gave an overview 0f lhe staft memo. Greg Moffet asked if the applicant had anything to add. Karl Walker, President ol the Vail Interfaith Chapel Foundation, said that the parking was an issue, but he did not see this adding any parking pressure to the Town of Vail and they added 6 parking spaces with the application. Greg Moffet asked for any public comments. There were no comments. John Schofield asked for assurances that this use will be for the Chapel events only and he added that the original approval required additional parking. Galen Aasland said he was less concerned about meetings at night, but he was concemed with any day events, such as daycare, etc. Ann Bishop had no comments. Diane Golden had no comments. Greg Motfet stated that the shelter occuned in otf-hours and that this was the kind of stuff we want to have in our Town and not down valley, He said he was comfortable with approving this use in this place. Galen Aasland made a motion lor approval, in accordance with the staff memo. Diane Golden seconded the motion. The motion passed by a vote of 4-1-1, with John Schofield opposed. 2. A request for an amendment to an approved development plan, to allow for an increase in site coverage and reconfiguration of a buiEing envelope, located at 1850 S. Frontage Road WesVLot 6, Alpine Creek Townhomes. Applicant: Jim & Sharon Fowler, represented by FriElen, Pierce, SmithPlanner: Allison Ochs Allison Ochs gave an overview of the statf memo. Greg Moffet asked il the applicant had anything to add. Lynn Friabn, representing Jim & Sharon Fowler, explained the application was before the PEC as they needed to better match the site. Greg Moffet asked for any public comment. Bret Young, representing Jane Cohen, said he originally helped build the units with Mike Lauterback. He said he was concemed with one window in the sourtheast corner of Jane Cohen's home, which would be covered up by this building. He stated the approval letter from the Association did not include her permission (unit 5). Jane Cohen said the way this project was planned, blocks her view. Lynn FriElen said the Association had properly approved this. Greg Moffet asked if the commissioners had any comments. Galen Aasland asked if the adjacents knew that this parcel could be sold otf. He asked, as far the access, if this was a right-of-way. Lynn FriElen showed the line on a map. Galen Aasland said this request was an approvable project. He said he wished all the property owners could have signed this approval. He said it would be a neighborly thing to work it out with the other party. Ann Bishop had no comments. Diane Golden said she would love to see the property owners get together to tweak this. Brian Doyon said the property owners should have reasonably assumed that there would be something there. John Schofield said, basically the owner could have placed the struclure back without coming to us. He said the setbacks haven't changed and so the applicant could put the building anywhere they wanted. He then asked if the power lines were supposed to be underground. Dominic Mauriello stated that service to a home was all that needed to be underground for an individualhome. Greg Moffet stated that private views were not recognized and the underlying zoning was higher density and that this was clearly allowed. John Schofield made a motion in accordance with the findings in the statf memo. Galen Aasland seconded the motion. The motion passed by a vote of 6-0. 3. A request for a final review of a proposed locker room expansion at the Dobson lce Arena, located at 321 East Lionshead Circle/ Lot 1, Block 1, Vail Lionshead 2nd Filing. Applicant: Vail Recreation District, represented by Odell ArchitectsPlanner: George Ruther TABLED UNTIL FEBRUARY 22, 1999 4. A request for a variance from Section 12-6D-9 of the Town of Vail Municipal Code, to allow for site coverage in excess of 20o/o on a Primary/Secondary Residential zoned lot, located at 362 Mill Creek Circle / Lot g, Block 1, Vail Village First Filing. Applicant: Walter Forbes, represented by Gwathmey-Pratt ArchitectsPlanner: Allison Ochs TABLED UNTIL FEBRUARY 22, 1999 5. A request to amend the Town's "Public Accommodation" Zone District, Chapter 7 and amendments to Chapter 15, Gross Residential Floor Area (GRFA), Town of Vail MunicipalCode. Applicant: Johannes Faessler, represented by Braun Associates, Inc.Planner: George Ruther TABLED UNTIL FEBRUARY 22, 1999 Brian Doyon made a motion to table items #4, #5 and #6 until February 22, 1999. John Schofield seconded the motion. The motion passed by a vote of 6-0. 6. Information Update Dominic Mauriello said there was no information uodate. 7 . Approval of January 1 1 , 1998 minutes. Galen Aasland and Brian Doyon had changes. .,t:.l Ann Bishop made a motion for approval. Brlan Doyon seconded the motion. The motlon passed by a vote of S-Gl (Dhne Golden abstained). Brian Doyon made a motion to adioum. Ann Bishop seconded the motion. The motion passed by a vote of 6-0. The meetirg adioumed at2:35 p.m. 4 P|-ANNTNG AND ENvrRoNMENrALcoMMrssroN FILE CoPY PUBLIC MEETING SCHEDULE Monday, January25, 1999 FINAL AGENDA Proiect Orientatlon / PEC LUNCH - Communitv Development Deoartment 12:fi1 p.m. AIPP Master Plan -'Focus" group discussion- Nancy Sweeney Com Dev Liaison to AIPP - Jetf Hunt- t hour MEMBERS PRESENT MEMBERS ABSENT Greg Moffet Tom Weber John Schofield Galen Aasland Diane Golden Ann Bishop Brian Doyon Site Visits : 1:30 p.m. 1. Fowler- 1850 S. Frontage Rd. West NOTE: lf the PEC hearing extends until 6:00 p.m., th€ board will break for dinner from G:00 - 6:30 p.m. Public Hearino - Town Council Ghambers 2O0 p.m. 1. A request for modifications from a previously granted conditional use permit, located at 19 Vail Road / Tract J, Block 7, Vail Village First Filing. Applicant: Vail lnterfaith Chapel, represented by Gwathmey-Pratt ArchitectsPlanner: Jeff Hunt MOTION: Galen Aasland SECOND: Diane Golden VOTE:4-1-1 (Brian Doyon recused and John Schofield opposed) APPROVED WITH 2 CONDITIOI{S: 1. The approval is subject to compliance with the conditional use permit approved on August24,1998. 2. Should the use create significant conflicts with adjacent properties, including tratfic congestion or parking, then this permit may be revoked by the Planning and Environmental Commission Driver: George KEX I !|' 4tr ,*. ltE S lt!tr 2. n feqlegl foqan amendment to an approved development plan, to allow for an increase in site coverage and reconfiguration of a building envelope, located at 1850 S. Frontage Road WesULot 6, Alpine Creek Townhomes. Applicant Jim & Sharon Fowler, represented by Fritzlen, Pierce, SmithPlanner: Allison Ochs MOTION: John Schofield SECOND: Galen Aasland VOTE: 6-0 1. That all other conditions from the previous Apnl27,1992 approval be met including:a. Maintain a ten foot separation between buildingsb. GRFA is limited to 2300 sq. ft.c. Height is limited to 32 ft. 2. That all conditions stated in the approval lefter (attached) from the Alpine Creek Townhomes be met prior to Design Review Board approval. 3. A request for a final review of a proposed locker room expansion at the Dobson lce Arena, located at 321 East Lionshead Circle/ Lot 1, Block 1, Vail Lionshead 2nd Filing. Applicant: Vail Recreation District, represented by Odell ArchitectsPlanner: George Ruther TABLED UiML FEBRUARY 22, 1999 4. A request for a variance from Section 12-6D-9 of the Town of Vail Municipal Code, to allow for site coverage in excess ol20nl/" on a Pilmary/Secondary Residential zoned lot, located at 362 Mill Creek Circle / Lot g, Block 1, Vail Village First Filing. Applicant: Walter Forbes, represented by Gwathmey-Pratt ArchitectsPlanner: Allison Ochs TABLED UNTIL FEBRUARY 22, 1999 5. A request to amend the Town's "Public Accommodation" Zone District, Chapter 7 and amendments to Chapter 15, Gross Residential Floor Area (GRFA), Town of Vail Municipal Code. Applicant: Johannes Faessler, represented by Braun Associates, Inc.Planner: George Ruther TABLED UNTIL FEBRUAFY 22, 1999 6. Information Update 7. Approval ofJanuary 11, 1998 minutes. The applications and information about the proposals are available for public inspection during regular office hours in the project planner's otfice located at the Town of Vail Community Development Department, 75 South Frontage Road. Sign language interpretation availabl€ upon r€qu€st with 24 hour notification. Please call 479-2356, T€lephone for the Hearing lmpaired, for inbrmaUon. Community Development D€partm€nt -v )LICATION FOR PI,ANNtNC Af\..,tNVtRONfitENTAI, O*.,ionf"ll thc Ptanning Sraff at .t79.?l lB TOIyN OF V/.IL n,lvq8 GENERAI, INFORMATION This application is for any projcct rcquiring approval by thc planning and Environmcntal commission. For spccificinformation' scc thc submittal rcquircmcnti foi thc particular approval that is rcqucstcd. Thc application can not bcacccptcd utttil all rcquircd information is subnrittcd. Thc projcct nray "rro n..a tiuc rcvicwcd by thc Town councitand/or thc Dcsign Rcvicw Board. A: TYPE OF APPLICATION:. tr Additional GRFA (250)tr Bcd and BrcaldastE/ Conditionat Uscpctmit D{TFNPCDtr Major or E Minor Subdjvisiontr Rczoningtr Sign Variancctr Variancctr Zoning Codc Amcndmcnt B.DESCRTPTION oF THE REQUEST: Efgt lPP to COMMISSION APPROVAL tr tr tr C. LOCATIONOFPROPOSA AD ZONING: NAMEOFOWNER(S): OWNER(S) SIGNATURE(S): NAME OFREPRESEMAT MAILINGADDRESS: I Amcndmcnt to an Approvcd Dcvclopmcnt plan P Employcc Housing Unit (Typc: )tr Major or E Minor CCI Extcrior Altcra-tion (VailVillagc) Major or E_Minor OCII Extcrior Altcration (Lionshiad) Spccial Dcvclopmcnt District Major or E Minor Amcndmcnt to an SDD hrtaltt\&, l-Orry BLOCK-? FILING D. E. F. c. PHoNE: Q44- \q33 I./AF H' FEE - SEE THE SI,EMITTAL RXQUIREMENTS FOR THE APPROPRIATE FEE. ST,BMITTHIS APPLICATION,ALL SUBMITTAL REQUIREMENTS AI\D THE FEE TO THEDEPARTMENT oF coM}{rrNrry *j,r:s:ygr, ?s s.ouii nioNrAGE RoAD,VAIL, qOLORADO 81657. BUILDINC NAME: MAILINGADDRESS: &pli.udon D"tcUC M..{ng Datc: Rcvid 6196 Qucstions? cutt *tl*ning Staffat 479-2128 APPLICATION FOR DESIGN REVIEW APPROVAL CENERAL INFORMATION This application is for any projcct rcquiring Dcsign Rcvicrv approval. Any projcct rcquiring dcsigrr rcvicrv ntust rcccivc Dcsign Rcvicw approval prior to submitting for a building pcrmit. For spccific infomration, sce thc subrnittal rcquircnrcnts for thc particul:r approval that is rcqucstcd. Thc application cannot bc acccptcd until all thc requircd infornration is subnrittcd. Thc projcct may also nccd to bc rcvicwcd by thc Torvn Corurcil and/or thc Planning and Environmcntal Conrnrission. Dcsign Rcvierv Board approval cxpircs onc ycar after final approval unlcss a building pcrmit is issucd and construction is startcd. Se €lJcr-D9€'o (nlwe_ PTION OF TFIE REQUEST:e.u. Ivlttl funw-fur-,rtt' wtn B. c. E. F. c. l-t. t. LOCATION OF PROPOSAL: PIIYSICAL ADDRESS: PARCEL #:(Contact Eaglc Co, Asscssors Officc at 970-328-8640 for parccl #) ZONING: NAME OF OWNER(S):NOA?luN f,[nooW[,16.rr rhu MAII,ING ADDRESS: PHONE:ELl?- I93L- OWNER(S) SIGNATURE(S): NAME OF APPLICANT: MAILINC ADDRESS:ooo 9 rlltlu a eu"e1 PHONE: TYPE OF REVIEW AND FEE: E Ncw Construction - $200 Construction of a ncw building. $50 Includcs any addition whcrc squarc footagc is addcd to any rcsidcntial or comnrcrcial building. $20 Includcs ntinor changcs to buildings and sitc itnprovemcnts, such as, rcroofing. painting. window additions, landscaping. fcnccs and rctaining walls, ctc. El Conccptual Rcvicw - $0 For any application whcrc thc applicant wishes to nrcct rvith Dcsigt Rcvicw Board to dctcrminc whcthcr or not the projcrct gencrally conlplies with thc design guidclines. The DRB docs not votc on conccptual rcvicws. DRB fecs arc to be paid at the time of subrnittal. Latcr, whcn applying for a building pcrmit, plcasc idcntify thc accwatc valuation of thc projcct. Thc Town of Vail will adjust thc fee according to thc project valuation. PLEASE SUBMIT THIS APPLICATION, ALL SUBIIIITTAL REQUIREMENTS AND THE FEE TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT,75 SOUTH FRONTAGE ROAD, VAIL, COLORADO 81657. TOVIN OF VAIL []LOCK: .J FILINC tr Addition - XMinor Altcration - il' 20 November g8 ttr. Oominiciilardelb AlCp, Town ptanner CommuntryDevelopmentTorn of Vaii - 75Sodh Frontage Road, West Vail, CO 81657 Ra: Yal[ntartblhGhapet Mtnbtsv Genter Flnlshlng Lwcr Level Dear Dominic: Gontibutions and fundnaislng_permilling, se R€lbiousFoundationisconsidering finishing thelowerlevet per the enclosed pLns. The antbipated uso of thie space isase shelbr for dranded eave{ers. The lower level of thecxisting chapel ia qrrentl emplofed foi Uro." erergen"ie". The Foundation doe notfrndroparlfrion thisarea ofi,.aad q6o" or other staff, which couldcreate additional parking. l*nowthis matEf wasdiscttssd infiecouncil Hcaringatthsapprovalof the Gonditional useP.erti.t S" "puto appr.deile dir€dd * "dGrshg 6is issuJ-6r tt "r"o"mot poorsfrandsd tavelerc. Thanks 6r your vury profiessional seruice and your urpport Sinceraly, GWATHTIEY'PRATT ARCHTTECTS, P.C. €ttfld ltll Gwathrney, Jr., AIA o o Mr. Bob Mclaurin Town of Vail 75 South Frontage Rd. Vail, CO 81657 LegalDepartment 1st Bank 17 Vail Road Vail, CO 81652 General Manaoer The Willows C6ndominimums 74 Willows Rd Vail, CO 81657 Mr. Johannes Faessler Sonnenalp Hotel 20 Vail Rd. Vail. CO 81657 t,' THIS ITEM MAY AFFECT YOUR PROPERTY PUBLIC NOTICE NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of Vail will hold a public hearing in accordance with Sestion 12-3€ of the Municipal Code of the Town of Vail on January 25, 1999, at 2:00 P.M. in the Town of Vail Municipal Building. In consideration of: . A request for modifications from a previously granted conditional use permit, located at -l_tg Vail Road / Tract J, Block 7, VailVillage First Filing. - 4 Applicant: Vail Interfaith chapel, represented by Gwathmey-Pratt ArchitectsPlanner: Jeff Hunt A request for a variance from Section 12-6D9 of the Town of Vail Municipal Code, to allow for site coverage in excess ol 20o/o on a Primary/Secondary Residential zoned lot, located at 362 MillCreek Circle / Lot 9, Block 1, VailVillage First Filing. Applicant Walter Forbes, represented by Gwathmey-Pralt Architects Planner: George Ruther A request for an amendment io an approved development plan, to allow for an increase in site coverage and reconfiguration of a building envelope, located at 1850 S. Frontage Road WesULot 6, Alpine Creek Townhomes. Applicant: Jim & Sharon Fowler, represented by Fritzlen, Pierce, Smith Plannen George The applications and information about the proposals are available for public inspeclion during regular'office hours in the project planne/s office located at the Town of Vail Community Development Department, 75 South Fronlage Road. Sign language interpretation available upon requesl with 24 hour notification. Please call 47$ 2356, Telephone for lhe Hearing lmpaired, for information. Community Development Department Published January 8, 1998 in the Vail Trail. '6\ ,*ffifl 20 llovember 98 lft-Dorninb'.. ' lloAICP, Town Planner Cornmmry.Ucvdopment Town of Vail TSSouth Frcntage Road, West Vail, CO 81657 R.: YdlirbtEEthapd Hnbby Cenbr Flnbhlng Lower Levcl Dear Dominic: Contribu{ionsand *flcdnblng pemiHin$ the Rcligiouefounddiontscont*dedng finething the bnrtevet p€r the endoeed plans. IheantbipdedreedthbspaceiEaeesbelterfsrstrandedlmolers. The brver levelof the €xioffng €trapol ie s*ren$ enUtofed for those emergencies. TfieFouddondiwnotinrpndloparrfthn 166 araofr,adlil otfic€aoroherstatr, wtrk*r could €reetr additftrnal parkhg. l*nwrthbmatbr'fisdisculs.dinfieCouncilfleadtqratthe approval of the Conditirnal Use ffernil. Wesodryfrcida direclion on addreseingtis'rssue br the benefitof poor stranded travelers. TffiG{oryrur vEryflofeaEionaltarvbe and your suppolt. Sincerely, €ilUATI{F}f R*TT ARCHITECTS, P. C. Rgi:gi'"i *9r '$t\ e t \s L ol Design Review Action Form TOWN OF VAIL hoject Name: Vail Interfaith Chapel Project Description: Location of snowmelt boiler Owner, Address and Phone: Vail Interfaith Chapel Architect/Contact, Address and Phone: Ned Gwathmey, 1000 S. Frontage Road, Vail, CO 81657 Project Street Address: l9 Vail Road Legal Description: Tract J, Block 7, Vail Village lo Filing Parcel Number: Commelts: BuildingName: Board / Staff Action Motionby: Seconded by: Vote: Action: StaffApproved Conditions: l. Shall be screened on all sides witl vegetation (Evergreens) and shall be placed 3' into grade. Town Planner: Dominis Mauriello Date:5/14/99 DRB Fee Pre-Paid: \.\ |'\+. t-, ' .'-'-l / , a/"--/ -l*< I I LltG EXSfit€ TOAE EXtSlht3 S+{ALLi;'sffi f..{#\I iil I., "/K5 i'i '\'trte i W il,. r,fr ffi ru>Fr\lr- ll -!,f*,HF ,i',' 7ts_lll '. '-uF tla/b' Ito I l9' \.- \-s> \\ : .'. \ IA AFEA-A gTAtR ptt----,y'2';1 \/' \ \ \l-,s \ a.-.-.-l I I li #w w- r-\ i{ F / ??LzlV d A2 flegi pr 4t.u lri, sJr tF[,! $,1 ti?irl iSqtEk'gs guu ^i,g{ s [&l fii 6 tl b I st d { J ttt h.a:t 4,ots e$ {3 E,d2S ;4so 2tr btfl3 To \) Ltill 6661/eglgg. 1 -ltDINVl{C3N qdO.:€Nn-l IItt t4 a- I & T I * a *$os-=6t* IJ .ag, vegL-znz-oL6zo 39Vd t .68f, e ? F:.r.ern^ro,,, FILE COPY PLANNING AND ENVIRONMENTAL COMMISSION January25,1999 Minutes MEMBERS PRESENT: MEMBERS ABSENT: STAFF PRESENT: Greg Moffet Tom Weber Dominic Mauriello John Schofield Jeff Hunt Galen Aasland Allison ochs Diane Golden JudY Rodriguez Ann Bishop Brian Doyon 2:00 p.m.Public Hearinq Greg Motfet called the meeting to order at 2:00 p.m. 1. A request lor modifications from a previously granted conditional use permit, located at 19 Vail Road / Tract J, Block 7, Vail Village First Filing. Applicant: Vail Interfaith Chapel, represented by Gwathmey-Pratt Architects Planner: Jeff Hunt Brian Doyon recused himself from this item. Jetf Hunt gave an overview of the statf memo. Greg Moffet asked if the applicant had anything to add. KarlWalker, president of the Vail Intertaith Chapel Foundation, said thal the parking was 3Jl . ^ issue, but ne OiO not see this adding any parkini pressure to the Town of Vail and they added 6 parking spaces with the application. Greg Moffet asked for any public comments. There were no comments' John Schofield asked for assurances that this use will be for the Chapel events only and he added that the original approval required additional parking. Galen Aasland said he was less concerned about meetings at night, but he was concemed with any day events, such as daycare, etc. Ann Bishop had no comments. Diane Golden had no comments. Greg Moffet stated that the shelter occurred in off-hours and that this was the kind of stuff we wani to have in our Town and not down valley. He said he was comfortable with approving this use in this place. Planning and Environmental Commission Minutes January 25, 1999 ' "' ! ft,. 14 , .r., *. .. I, r."re.-*lI Galen Aasland made-a 'nrotion for approval, in accordance with the staff memo. Diane Golden seconded the motion. The motion passed by a vote of zt-1-1, with John Schofield opposed' Z. A request for an amendment lo an approved development plan, to allow for an increase in s1e coverage and reconfiguration oi a building envelope, located at 1850 S. Frontage Road WesULot 6, Alpine Creek Townhomes. Applicant: Jim & sharon Fowler, represented by Fritzlen, Pierce, smith Planner: Allison Ochs Allison Ochs gave an overview of the staff memo. Greg Moffet asked if the applicant had anything to add. Lynn Fritzlen, representing Jim & Sharon Fowler, explained the application was before the PEC, as they needed to better match the site. Greg Moffet asked for any public comment. Bret young, representing Jane Cohen, said he originally helped build.the units with Mike tauterOaci. H'e said he was concerned with one window in the sourtheast comer of Jane Cohen's home, which would be covered up by this building. He stated the approval letter from the Association did not include her permission (unit 5). Jane Cohen said the the project blocks her view the way it was planned' Lynn Fritzlen said the Association had properly approved this. Greg Moffet asked if the commissioners had any comments. Galen Aasland asked if the adiacents tnew that this parcel could be sold otf. He asked, regarding the access, if this was a right-of-way. Lynn Fritzlen showed the line on a map. Galen Aasland said this request was an approvable proiect, but he wished all the property . . o*ners could have signed the approval letter. He said it would be a neighborly thing to work it out with the other Party. Ann Bishop had no comments. Diane Golden said she would love to see the property owners get together to tweak this. Brian Doyon said the property owners should have reasonably assumed that there would be something there. John Schofield said, basically the owner could have placed the structure back without coming to us. He said the setbaclG haien't changed and so the applicant could put the building any,here they wanted. He then asked if the power lines were supposed to be underground. Planning and Environm ental Commission Minutes Januaty 25, 1999 <l Dominic Mauriello stated that service to a home was all that needed to be underground for an individualhome. Greg Moffet stated that private views were not recognized and the underlying zoning allowed higher density and that this was clearly allowed. John Schofield made a motion, in accordance with the findings in the staff memo. Galen Aasland seconded the motion. The motion passed by a vote of 6-0. g. A request for a final review of a proposed locker room expansion at the Dobson lce Areni, located at 321 East Lionshead Circle/ Lot 1, Block 1, Vail Lionshead 2nd Filing. Applicant: Vail Recreation District, represented by Odell Architects Planner: George Ruther TABLED UNTIL FEBRUARY 22, 1999 4. A request for a variance from Section 12-6D-9 of the Town of Vail Municipal Code, t0 allow for site coverage in excess of 20Y" on a Primary/Secondary Residential zoned lot, located at 362 Mill Creek Circle / Lot 9, Block 1, Vail Village First Filing. Applicant: Walter Forbes, represented by Gwathmey-Pratt Architects Planner: Allison Ochs TABLED U]ITIL FEBRUARY 22,1999 S. A request to amend the Town's'Public Accommodation" Zone District, Chapler 7 and amendments to chapter 15, Gross Residential Floor Area (GRFA), Town of Vail MunicipalCode. Applicant: Johannes Faessler, represented by Braun Associates, Inc- Planner: George Ruther TABLED UNTIL FEBBUAHY 22, 1999 Brian Doyon made a motion to table items #4, #5 and #6 until February 22, 1999. John Schofield seconded the motion. The motion passed by a vote of 6-0. 6. Information Update Dominic Mauriello said there was no information update. 7. Approval of January 11, 1998 minutes. Galen Aasland and Brian Doyon had changes. Planning and Environmental Commission Minutes January 25, 1999 e 't-a Ann Bishop made a motion for approval of the'minutes. Bdan DOyon seconded the mbtion' The motion passed by a vote of 5-0-1 (Diane Golden abstaineo' Brian Doyon made a motion fo adjoum. Ann BishoP seconded the motion. The motion Passed bY a vote of &0- The meeting adioumed at 2:35 P.m. Planning and Erwironmental Com mission Minutes January25,1999 4