The URL can be used to link to this page

Home My WebLink AboutVAIL VILLAGE FILING 1 BLOCK 5 LOT B SLIFER BUILDING 2004 FACADE REMODEL LEGALllhrn 6*.fu.- qfrl6 / /-;iz&d*AZ TOWN OF VAIL 75 S.FRONTAGEROAD vArL, co 81657 970-479-2138 DEPARTMENT oF coMMLrNrioruuropMENT tJo-{ \),\\"X^- R \k v, ;3+ NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .t{- ADD/ALT COMM BUILD PERMT Job Address: 230 BRIDGE ST VAIL Location.......: 230 BRIDGE STRIET, VAIL. CO ParcelNo....: 2l0l08}2g012 ProjectNo. : -pBTOq- oO l i Permit 804-0060 Status . . Applied. Issued . . Expires . .: ISSUED.: 04/13/2004 . : 04/2812004.: 1O/25/2004 OWNER SLIFER BUILDING LLC 230 BRIDGE ST VAIIJ co 81557 License; CONTRACTOR WEITZ COMPANY, TNC. (THE) 4725 SOUTH MONACO STREET DEN\IER, CO 80237 License : i.3 1-A APPLICA}flI WETTZ COMPANY, INC. (THE) 4725 SOUTH MONACO STREET DENVER, CO 40237 L,icense : i_3 1-A Valuation: $52,000.00 Fireplace Information: Resficted: # ofGas Appliances: 0 * * **:i** ** * *** * '*+*:* +++ +*:f ** +* * *** *** **,tt,l** +:* jf * +,t *:i+* +* i i ** * *** ** *x,r*,r Desciption: REMODEL FRONT PORTION OF THE SLIFER BUILDING. WILL REQUIRE A SITE COVERAGE VARIANCE. Occupancy: M,S-2 Type Construction: VA Type Occupancy: ?? 04/L3/2004 Phone: 04/1,3/2004 phone:303 -850-5600 04/L3/2004 Phone:303-860-5500 Add Sq Ft: 0 # of Gas Logs: 0 # of Wood Pellet: 0 FEE SUMMARYBuilding---> i-11 1 ': I Plan Check--> Investigation-> Will Call-----> +*:|+*:**+*:t+*+)t**********t + t *:**,a:}+ +i* rr,r:l ** ** 965?. ?5 ' Restuarant plan Review-> 542'1 -54 DRB Fe+---------------> $0.00 RecreationFee--------> $3.00 Clean-upDeposit-----> TOTAL FEES-------> $0.00 90.00 $0. 00 Total Calculated Fees*> Additional Fees------> Total Permit Fee-----> Payments---------------> BALANCE DUE.----> $1, 088 . 29 $0.00 $1,088.29 $1, 088 .29 90. 00 *x. **'f ,r +:a* *:t'* 'a'1.**,* ** *:! * *:*+ * j*,* *i* **,t ** tr:! + *:l+ ** *)N** * i( Approvals:Item: 05100 BUIITDING DEpARTT'tgIflI 04/27 /2OO4 cdavis Action: Apred-line corrections being addressedItem: 05400 PLANNIIIG DEPARTMENT 04/19/2004 WaEen Action: Apwill be required prior to requesting. Subject to and field inspectj.on A site plan II-,C a TCO or CO in order to verify that the bri?drrg diit not eross the nron"r!line and meets the variance approval ITEm: 05600 FIRE DEPARTMENT Item: 05500 PIIBI_,IC WORKS See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the informaiion and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN 4'79-2149 0k FROM 8:00 AM - 4 PM. TURE OF AND OWNEF PAGE 2**t'l'+*'l'********'t<+*****:t *******,r**{r**+{.+*********,&*****++++***,k*,k****+*********tx.*r<:r<******r.+*+,t:r.+,r*rr****,k CONDIT]ONS OF APPROVAL Permit #: 804-0060 as of 04_2g_2004 Status: ISSUED * 'l' ** t' * * ***:l*****,{ * 'F***+*+d'** * **** 'ls**r!*,F+{.+,1.****** ****{< {.**!F* **+*+**+:k*!r.****,k********** **Jt<*:F +* ****r*++*1.{.* Permit Type: ADD/ALT coMM BUILD PERMT Applied: o4/t3/2004 Applicant: WEITZ COMPANY,INC. (THE) Issued: 04/28/2004303_860_6600 To Expire: 10/2512004 Job Address: 230 BRIDGE ST VAIL Location: 230 BRIDGE STREET, VAIL, CO ParcelNo: 210108229002 Description: REMODEL FRONT PORTION OF THE SLIFER BUILDING. WILL REQUIRE A SITE COVERAGE VARIANCE. Conditions: Cond: I (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED To CHECK FoR CODE COMPLIANCE. I ,ll -oo""r Buildi Permit #: MWFIOFTIAIL TION 75 S. Frontage Rd. Vail, Colorado 81657 For Parcel # Contact Assessors Office at 970-328-8640 or visit www *********{ats************:rrr****+****FoR oFFlcE usE o N Ly**"******************:********:4******* ftF bo ical, etc.l ftrpq, At,R CONTRACTOR INFORMATION General Contractor:-ft+i tll Ltrz (n Town of Vail Reg. No.:Contact and Phone #'s: FrarrV lhakri s Emailaddress: lhalnf s ft utqili, conn rli:4 Ar1O,661,4'lm I ful""%::Wft'/-h COMPLETE VALUATIONS FOR BUILDING PERMIT Labor & Materials BUILDING:$ tr0,66D ELECTRICAL:$ kO60 OTHER:$ PLUMBING: $ tIfOO MECHANICAL:$ O rorAl: $ 5Z,6DO .loo Address: / !Q rJ'xe **reolJobName: (,*o9nl, t AHrl/,!'t/il tslt' WorkClass: New() Addition( ) Remodel ffi Repair( ) Demo( ) Other( ) Does an EHU exist at this location: Yes ( ) No ( )Work Type: Interior ( ) Exterior ( ) Both }() Restauranl ( ) Other ( )Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( ) Commercial No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building: : Gas Aooliances ( ) GasLoqs( ) Wood/Pellet ( ) Wood Burninq ( ) Gas Loos ( ) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED \Wail\data\cdev\FORMS\PERMITS\BLDGPERI\4. DOC 13 rutiq 07r26DO02 o Team tl Depaft ment of Community Development ProjectName: l/"*"n S^t"" ( .,,8o R; k.:,) ProjectAddress: 9SO Ra-rdq," <r:z.eer ( This checklist must be comoleted before a Buildino permit apotiation is Questions? Call the Building at 479-2325 arceoted, All pages of application is complete Has DRB approval obtained (if required) provide a copy of approval form condominium Association letter of approval attached if project is a Multi-Family complex Complete site plan submitted Public way Permit application included if applicable (refer to public work checklist) Staging plan included (refer to Public Works checklist) No dumpster,oarkino or material storaoe allowed on roadways and shoulderc without written aoproval Asbestos test and results submitted if demolition is occurring Architect stamp and signature (All Commercial and Multi family) Full floor plans including building sections and elevations(S sets of plans for MultFFamily and Commercial Buildings) Window and door schedule Full structural plans, including design criteria (i.e.loads) Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) Soils Repoft must be submitted prior to footing inspection Fire resistive assemblies specified and penetrations indicated Smoke detectors shown on olans Types and quantity of fireplaces shown Applicant's Signature: ,S/,'k< $.."y'/r-7 /-LC Date of submittal: o a D Tt a tr tr a ft tr o o o D a D \Vail\dala\cdev\FORMS\PE RM ITS\BLDGPERM. DOC Received By: 04t02t2003 I I I I BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works) review and approval, a Planning Depaftment review or Health Department review, and a review by the Building Department, the estimated time for a total review will take as long as three (3) weel(S. All commercial (large or small) and all multi-family permits will have to follow the above mentioned maximum requirements. Residential and small projects should take a lesser amount of time. However, if residential or smaller projects impact the various above mentioned departments with regard to necessary review, these projects may also take three (3) weeks to review and approve. Every attempt will be made by this department to expedite this permit as soon as possible. I, the undersigned, understand the plan check procedure and time frame. I also understand that if the permit is not picked up by the expiration date, that I must still pay the plan check fee and that if I fail to do so it may affect future permits that I apply for. Agreed to by: Print name Project Name: Date: F: everyone/forms/bldperm3 Signature TO\{T{ OF VAIL FIRE DEPARTMENP VAIL FIRE DEPARTMENT o 75 S.FRONTAGEROAD VAIL, CO 81657 970-479-2735 NOTE: THIS PERMIT MUST BE POSTED oN TOBSITE AT ALL TIMES ALARMPERMIT ]ob Address: 230 BRIDGE ST VAIL Location.....: KEMO SABE - 230 BRIDGE STREET ParcelNo...: 210108229002 Project No : ? GIO.{- o6?s \Lo--+to >^\a"_ SI-,IFER BUILDING I-,LC 230 BRIDGE ST VAIL 0s/2a/2004 Permit #: A04-0027 Status. ..: ISSUED Applied. . : 05/21./2004 Issued. .: 05/28/2004 Expires. .: 11./24/2004 Phone:OWNER co 8l_657 Li_cense: COMTRACTOR COMMERCIAL SPECIALTSTS OF WESTERN COLORADO, IJIJC P,O. BOX 1572 STIJVERTHORNE, CO 80498 License:161-S APPLICANT COMMERCIAL SPECIAIJISTS OF WESTERN COLORADO, IJI,C P.O. BOX 1572 STIJVERTHORNE, CO 80498 License: 161_ -S 05/2L/2004 Phone:970-5L3-7100 05/2L/2004 phone:970-51_3-7r-00 Total Calcr.{ated FeeF> Additional Fees-> Total Permit Fee----> Palrments-----> BALA TCE DUE_> Action: AP see conrments section Desciption: replacement of existing devices arrd installation of new devices Valuation: fi2,700.89 FEE SUMMARY Electrical---*-> DRB Fee----> lnvestiga tion--> will cau-__> TOTAL FEE$.> $0.00 $336.28 $336.28 $336.28 Approvals:Itdm: 05500 FIRE DEPARTMEIflI 05/29/2oo4 mvauqhan CONDITIONS OF APPROVAL ffiffi;il';- I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to compiy with the information and ploj nlan, to comply with all Town ordinances and state laws, and to build thii shucture iciording to the towns zoninp and subdivision codes, design review approved, Unilorm Building Code and ottrer ordinances of the Town applicable thereto. RDQUESTS FoR INSPECTT0N sHALL BE MADE tNry-FouR HouRs rN ADvANCE By r""""rotl r n79-2r3s FRoM B:00 AM - s pM. SIGNATURE OF OI^/NER OR CONTRACTOR FOR HIMSELF AND O\,\AIEF DEPARTMENT OF COMMT]NIry DEVELOP NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES o MEN ELECTRICAL PERMIT 230 BRIDGE STVAIL 230 BRIDGE STREET, VAIL, CO 210108229002 Permit #: 804-0058 Status...: ISSUED Applied. . : 04/2912004 Issued..: 0511012004 Expires . .: ll/0612004 Phone: TOWNOFVAIL 75 S.FRONTAGEROAD VAIL. CO 81657 970-479-2138 Job Address: Location.....: Parcel No...: Project No : Electrical------> DRB Fee----> Investi gation--> Will Call------> ]'OTAL FEES-> O$INER sr,rFER BUTLDTNG r_,LC 04/29/2004 230 BRIDGE ST co 81557 License: COMTRACTOR PATTERSON EIJECTRIE P O BOX 483 DILIJON CO 8043s License:208-E APPLICANT PATTERSON ELECTRIC P O BOX 483 DIIJLON CO 8043s License:208-E co co 04/29/2004 phone:970-468-67-66 04/29/2004 Phone: 97O-468-6L66 Desciption: REMODEL EXISTING RETAIL SPACE.Valuation: $4,200.00 ***** * +:t* * **,trt't ** $90.00 $0. 0o $0.00 $3.00 $93.00 Total Calculated Fees-> Additional Fees-----> Total Permit Fee----> Payments-----------> BALANCE DUE----> $93.00 $0.00 $93.00 $e3.00 $0.00 * * + *:t't *'* r*'*:l ++:l't * *:* * *:l * r. ** * +* **** *'* i.t:f * *:.+ * +,i *:* * rt,t * * * ** **,!:t +*'r'r*!*'* *+:fr jit * *:t:F* *:t ** *:t * * *)* * *** ** * * *+ ** ** *** * Approvals:Item: 06000 EITECTRICAIT DEPARTMEMI 05/07/2OO4 CDAVIS Actionr AP SUB,JECT TO FTELD INSPECTION ITEM: 05600 FIRE DEPARTMENT *** t * ++ **+ t:s,F* + ** Cond: 12 CONDITIONS OF APPROVAL (BI-,DG.): FrELD rNsPEcrroNs ARE REQUTRED To cHEcK FoR coDE coMpIJrANcE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to t}re towns zoning and subdivision codes, design review approved, uniform Building code and other ordinances ofthe Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENry.FOUR HOURS IN ADV FROM 8:00 AM - 4 PM. AND OWNEFTURE OF OWNER CONTRACTOR FOR Electricaf Permit *' C Ott - OO'58 970-479-2149 (Inspections) NWI{WVIE 75 S. Frontage Rd. Vail, Colorado 8l COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALt OTHERS (Labor & Materials) AMOUNTOF SQ FTIN STRUCTUREi ? 6e ELECTRICAL VALUATION: $ AZ, dAO 4ZrEe Contact Assessorc Office at 970-328-8640 or visit for Parcel # !?E"f #.# JlCIl DAAAgoo.x Job Name: Emo Legal Description Lot!Block:Filingr Subdivision: Owners Name: -6, /"rlA Address:lN. s^11 Phone: Engineer:Address:Phone: Detaileddescriptionofwork: PeAode( EWe;Qte 4{*r/ A/r4{A Work Class: New ( )Addition ( ) nemodel($Repair( ) TempPower( ) Other( ) WorkType: Interior( ) Exterior( ) Both(})Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family ( ) Duplex ( ) Multi-family ( ) Commercial (Xl Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building:No. of Accommodation Units in this buildinq: Is this permit for a hot tub: Yes ( ) ruo dd Does a Fire Alarm Exist: Yes ( |f No ( )Does a Fire Sprinkler System Exist: Yes ( ) No (X) AppLrcATroN nill. no, BE AccEprED rF rNcoMpLETt rnrrnnro" il;.#'# -'-iP.roE-od I Building Permit #z 604- o660 f"):: Electrical Contractor: frrrlg.csorl Ebcrh'; 6. Town of Vail Reg. No.: E 2OB Contact and Phone #'s: KOU Y ?7A- 4684 tb6 E-Mail Address:PEez (O funrtnle.t/Ef Contractor Siqnature: ,/-1 ,/1ffiffiffi \Wail\data\cdev\FORM S\PERMITS\ELECPERM. DOC 0't D6/2002 Amendment to the 1999 N.E.C. Town of Vail Ordinance 10-1-G. Overhead services are not allowed in the Town of Vail. D D EI a Underground services have to be in conduit (PVC) from the transformer to the electric meter, main disconnect switch and to the first electrical distribution circuit breaker panel. The main disconnect switch shall be located next to the meter on the exterior wall of the structure easilv accessible. All underground conduits are required to be inspected before back-filling the trench. In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common walls and spaces are accepted. NM Cable (Romex) is not allowed in commercial buildings or structures exceeding three (3) stories. No use of aluminum wire smaller than size #8 will be permitted with the Town of Vaii. All installations of exterior hot tubs or spa's require a DRB approval from planning. This application will not be accepted without a copy of the DRB approval form attached (if applicable). If this permit is for installation of an exterior hot tub or spa on a new elevated platform or deck over 30" above grade, you must also obtain a building permit. if this permit is for installation of an exterior hot tub or spa on any existing deck or elevated platform, a structural engineer must review the existing condition and verify that it will support the added concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing with this application. if this is a remodel in a multi-family building with a homeowners association, a letter of permission from Lhe association is required. ar n If this permit is for a commercial space, two (2) sets of stamped drawings are required. 4-7-o4stgnarure Date Signed If you have any questions regarding the above information or have additional questions, pfease contact the Town of Vail Electrical Inspector at g7}-47g-Zt4l. The inspector can be reached on Tuesday, Thursday and Friday mornings between the hours of 8am and 9am. you may also leave a voice mail and the inspector will call you back. understand the above. Signature TOWN OF VAIL FIRE DEPARTMENP VAIL FIRE DEPARTMENT 75 S.FRONTAGEROAD VAIL, CO 81657 970-479-213s NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Permit #: F04-0025 Iob Address: 230 BRIDGE ST VAIL Sratus . . . : ISSUED Location.....: 230 BRIDGE ST., VAIL, CO Applied . . : 0511712004 Parcel No...: 2t010t229002 Issued . . : 0610812004 ProjectNo : Expires. .: owNER SLIFER BUIITDING IrIrC 05 / L7 / 2OO4 phone : 230 BRIDGE ST VAIL co 8l_6s7 License: coNTRAcTOR WESTERN STATES FIRE PROTECTTO'/L7 /2004 phone: 303_792_0022 7026 SOUTII TUESON WAY ENGIJEWOOD, CO 801L2 I-,icense: 338-S APPI,ICANT WESTERN STATES FIRE PROTECTIO5/I7/2004 PhONE Z 3O3-792-0022 7025 SOU:rH rucsoN wAY ENGLEWOOD, CO I0112 L,ieense: 339-S Desciption: install a new fire sprinkler system per NFpHB Valuation: $12,500.00 ,.i,t 'tt +:! + *:l+ t* )t t:*:f Mechanical---> So - 00 Restuarart Plan Review-> $0. oo Total Calculated Fees--> S8s4.2s Plan Check--> 9350. oO DRB Fee------------> gO. OO Additional Fees______> 50.00Invesrigation-> $0 . oo TOTAL FEES-------> 9884 . 2s Toral permir Fee-----> S884 .25 Will Call---> 93 . o0 palmenls_____-___----_> S 8 84 . 2 5 BALANCE DUE--------> $0.00 Item: 051-00 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMEMf O5/I8/20O4 mvaughan Action: Ap see conunent s section CONDITION OF APPROVALCond: 1-2 (BI-,DG.): FIELTD INSPECTIONS ARE REOUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CONO006431 change calculations to show reduced velocities over 30 fps. * ** *** **,t***:r:t* * * *,t 'N *'t **,!*+ +,t+*+ +*,1*:*+ ** *,t ** * * +* **** *** t:t,|.|t * ****:* DECLARATIONS I hereby acknowledge that I have read this application, filted out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and stale laws, ard to build this structure according to the towns zoning and subdivision codes, design review approved, Unifom Building code and ot#oroin*..s ofthe Town applicable tt...to.O REQUESTS FOR INSPECTTON SHALL BE MADE TWENTY_r,OUR HO FROM 8:00 AM - 5 PM. TELEPHONE AT 479-2135 CONTRACTOR FOR HIMSELF AND OWNEF 75 S. Frontage Vai!, Colorado Rd. 81657 Fire Sprinkler shop drawings are required at time of per ilrit submittal and must include the following. Permit application will not be acceptell without this information: Sprinkler Permit #: 3 f, Colorado Registered Engineer's $tamp or N.I.C.E.T. Level III (min) stamp. Equipment cut sheets of materials. Hydraulic calculations. A State of Colorado Plan Registration form. lllans must be submitted by a Registered Fire Protection Contractor. CONTRACTOR INFORMATIONPB'a 9 70-4 79- 2 7 35 (Insoections ) t#' " "'.ill| * 8Ti10Ti,. E-Mail Address: Tlllo: *****************************, , COMPLETE VALUATIONS FORlt \Vf,1A(r\t14l)r.-t Oo PERMIT (Labor & Materials) Contact and Phone #'s: ,-f nffipAnTidE robAddress: 23O tsriclg+ SL."+ L€gal Descriptiorr Engineer:J}^ Melgon Detailed LocaHon of work: (i.e., flogr, unit #, pldg. #l z3d Br:Jct+' df"ec# lt - fho Detaifed description of work: T":k | " np ,n Phone: JoJ- 7ol2-fi022l.soh"TrlY WorkClass: NewF* Addition( ) Remodel( ) Repair( ) Retro{ir( ) Other( ) Type of Bldg.: Single-family ( ) Two-famity ( )( ) Commercial Q{ Restaurant ( ) otlrer ( ) No. of Existing Dwelling Units in this building: Does a Fire Alarm Exis[ Yes ( ) No Does a Fire Sprinkler System Exist: Yes ( ) *..No at 970-328-8640 or visit for Parcel # k?-o - }rb<' *********FOR OFFICE 07D6t2002 rowN oF vArL oul**r*roF ..MMUNTT'DEVEL. 75 S. FRONTAGEROAD vArL, co 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M04-0069 Job Address: 230 BRIDGE ST VAIL Status . . . : ISSUED Location.....: 230 BRIDGE STREET, VAIL, CO Applied . . : 05104/2004 ParcelNo...: 210108229002 Issued. .: 05/1712004 ProjectNo , 9^ BLj.- nh? \ Expires. .: tt/1312004rrlv-1 u,'u'L. ) owNER SLTFER eUr;DrWO LLC 05/04/2004 ptrone: 230 BRTDGE ST VAIL co 8a657 I-ri.cense: CONTRACTOR MID COUMTY PLI]MBING & HEJATINOs/O+/ZOO+ PhONC: 970-458.4924P. O. BOX 23186 SIIJVERTHORNE, CO 80498 License: 225-ltl APPLICAI\TI MID COI'NTY PLI]MBING & I{EATINOs/04/2004 PhONEI 970-468.4924P. O. BOX 23LA6 SILVERTHORNE, CO 80498 License z 225-ti Desciption: REMOVAL OF BASEBOARD AND TT{E REINSTALL Valuation: $2,247.00 Fireplace lnformalion: Restricted: Y # ofcas Appliances: 0 #of Gashgs: o #of Wood pellet 0++++:l+f +,*+ * *:f :t ++ri. M€chanical---> S60 - 00 Reshrarant Plan Review-> go . oo Total Calculaled Fees--> S?8 . oo Plan Check--> 915.00 DRB Fee----------> 90.00 Additional Fees-------> 90.00 Invesdgation-> S0 - 00 TOTAL FEES--------> S?8 . OO Totat permit Fee-----> S78 - 0O Will Catl---> g3 . oo palments___________> $78 . 00 BAI,ANCE DUE._.--> SO. OO ****,N* * **+ i*,t**,t:l It.em: 05L00 BUILDING DEPARTMEMr O'/O7/2OO4 cdavj.s Action: ApItem: 05500 FIRE DEPARTMENT CONDITION OF APPROVALCond: l-2 (BI-,DG.): FIELD INSPECTTONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CONO006419 (BI-,DG. ) : INSTAI-,LATION MUST CONFORM TO MANUFACTITRES INSTRUCTIONS Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANAI,YSIS MUST BE POSTED IN MECHANICAI ROOM PRIOR TO AN INSPECTION REQt]EST. * * * **:i** ** * * **,t****,t** **:i:t* ** * *+:f *+:l+.* *:i:*:F* +*,* **:***** *** **,! o PMENT DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the informalion required, completed an accurate plot plan, and state that all the information as required is correct. I agee to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this strucfure according to the towns zoning and subdivision codes, design review approved, Uniform Building code and other ordinances ofthe Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADVANCE BY AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. TURE OF OWNER ORCONTRACTOR FOR HIMSELFAND OWNEF *************!F******+**+*****+*******{.*************************++{.{.{.****rr+i:r***!r*****:t *+*** TOWNOFVAIL, COLORADO SbtEMCNt*****+* * * * * * * * * * *:1. * * * * * * **r.*,t******** ******* *** ***** **** *:!*+****+*****+***+************ * **** Stat.ement Nurnber: R040005942 Amount: gZS.00 OS/1,7/20041,0:55 AM Pal.ment Method: Check Init: TEMp Not.ation: Permit No r M04 - 0069 Tl4)e : MECIANICAIJ PERMIT ParceL No: 2TOLOB229OO2 Site Address: 230 BRIDGE ST VAIL Locatiorr: 230 BRIDGE STREET, VAIIJ, CO TotaL Fees: $78.00This Payment: g?9.00 Total ALL pmts: gT8.0O Balance: $0.00****** ****** {'***** *+:t{.*** * * * * * * * * * * * * !N.,r * * * * * * * * * +,t * * * * * * * + * * * * + * * '* * + + * * * + + +.} + * * * * * * * * * * * * * * * ACCOUNT ITEM LIST: Account Code Description Current pmrs I1P OO1OOOO31111OO MECHANICAL PERMIT FTTS 60.00 PF 00100003112300 PLAN CHECK FEES 15.00 l,\lc 001000031i2800 I'llLL CALL INSPECTI0N FEE 3.00 ApplrcArroN t. "o, BE AccEprED rr rn.o"r.rtt. uNSTGNED PeJ ov' a'Jat Building Permit #: TVWNWVAIL 97 O- 47 9 -2149 (Inspections) 75 S. Frontage Rd. Vail, Colorado 81657 to include: RECEIVED . - n .-"1, PLETE VALUATION FOR MECHANICAL PERMIT & Materials ****** ***** ** ***********FOR OFFICE USE ONLy** ******* {(************* \Wail\data\cdev\FORMS\PERMITSWECHPERM.DOC Permit will not be accepted without the following: CONTRACTOR INFORMATION " + ]Llt Town of Vail Req. No.:zz_g:^Contact and Phone #'s: 4ro. ({s -lfi tt E-Mail Address: Assessorc Office at 970-328-8640 or visit for Parcel # Parcel #?: lol o9 z< rco7 rob Name: kemo ,frlx Job Address: LesalDescription ll tot: ll elock ll riting:Subdivisionr ownersName:ffi y6W llAddress:2jo i.,;r/ llp@ Engineer:Address:Phone: Detailed description of work: ta^rrn/ oL 4e.cba.o1 ./1"<n rzi^qrQl/ WorkClass: New() Addition( ) Atteration(4f Repair( ) Other( ) Boiler Location: Interior pQ Exterior ( ) Other ( )Does an EHU exist at this location: Yes ( ) No ({ Type of Bldg: Single-family ( ) Duplex ( ) MultFfamily ffi Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building:No. of Accommodation Units in this buildino: Noflypeof FireplacesExistinq: GasAppliances( ) GasLoqs( ) Wood/Pellet( ) WoodBurnino( ) Noflype of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED) Is this a conversion from a wood burning fireplace to an EPA phase II device? yes ( ) *o Od 0' 26/2002 t Job Name: Purchaser: .._ _ __ _ V+it- Cp_r-o@+DO Engineer: Submitted To:For: EReference EApproval EConstruction Submitted By:Date: Unit Designatian: Schedule No.Model No.: Capacities: Cooling............. ..............22.0 MBHHeating......."..... ..............23.6 MBH Outdoor Design Temp.........".....................F' DBAIVB Cooling "......".... ..."...............S5i75 Heating ............. ......................47143 EER.................. ..........................s.9 SEER...."........... .......................10.0 HEPF A a Indoor Unit: Porver Supply (V/PHl Hz)............................1 1 511i 60 Max. Fuse Si2e........................."..................15 Amos Min. Ampacity... .. . . .. .... ... ...1 . 1 AmpsWeight............... ..........".......40 Lbs. Sound dB(A)..... ....1 39/[,143/H-47 Outdoor Unit: Power Suppiy {V/PHi Hz)......... ...........208-2301 1 | 60 Max. Fuse Si2e..............................".............25 Amps Min. Ampacity.". ................22 AmpsWeight............".. ............."...154 Lbs. Refrigerant Piping: Max. Ht. Difference ................25 Ft. fulax. Length...... .....................4S Ft. Liquid (OD) "..........................3i8 ln. Gas (OD)........." .....................5i8 In. Standard Features: . Six year compressor wananty . Wireless remote controiler {"1 Feel" control) . One year parts walranty . Automatic fan speed control . Auto restart following a power outage " Hot start system prevents cold air at start of heating . Advanced M icroprocessor controls . Slim-line outdoor unit . Zone control . Quiet operation - both, indoor and outdoor units . Auto starvAuto stop . Seff check function MSH24WN MUH24WN Dimensions * lnches f::::::-) r:.*, I liL-J Ilillilli #blLzJt.--| 't1-518" MUH24WN sSD f,,,!SHZ4WN 022i103 loMilsubishi Ebctric 2003 MSH24WN t 53 Mid County Plumbtng & Heating, lnc. Fiesta Jalisco 54 Mid County Plumbing & Heating, lnc. Treehouse Clubhouse 55 Mid County Plumbing & Heating, lnc. Mexico Restaurant 56 Mid County Plumbing & Heating, lnc. Highland Green 59 Meinhold Resrdence 60 Mid County Plumbing & Heating, Inc. Summit MedicalCenter 61 Jim Hudson Chevrolet 62 Mid County Plumbing & Heating, lnc. Pioneer Mateials 63 VailMarioft 64 Oro Grande Lodge 66 Mid County Plumbing & Heating, lnc. Fazaden Residence 67 Mid County Plumbing & Heating, lnc. Schumaker Resrdence 68 Mid County Plumbing & Heating, lnc. Rabbenick Regdence 69 Mid County Plumbing & Heating, lnc. Woodstone Homes Tri-Plex 70 Ross Resldence 71 Mid County Plumbing & Heating, lnc. Kemo Sabe Restaurant MS Specifications Page I of2 For Specifications: MS IMSII llv{SI-I rry,iaux. heat IMSZ I lv{SMl8NW I I\.[XZ3OTN I PC I PCH IPK I PK]I IPL lPl.]I Mr sl it! Gollcry | eqnrmsr"o-i,fjvlqileb I Bss&r{!ilMqde].! cificatlons: F*",,Mount naouersy' ITEM MSOgTW MS12TN MSlsTN MSl7TN MS24WN Capacity Coolinq'BTU/h 8,500 12,600 14,600 16,100 22.8N Po\ rer Consurplion Cooling *1 W 840 1,130 1,4(F 1,600 2,170 EER ooling 10.1 11.2 10.4 10.1 10.5 l,EEK 10.2 10.5 r0.2 10.5 lndoor Unit MS09TW MSl2TN MSIsTN MS17TN MS24WN External Finish Vvhite Vlhite Vlhite \,\itrite Vvhite Powpr Supply V,phase,Hz 't 1 5,1 ,60 115,1,60 115,1,60 115,1,60 lvlax. Fuse size (time delay) A 15 15 Min. Ampacity 0.6 0.6 o.7 1.1 Fan Molor F.L.A.o_37 0.43 0.43 0.5'l 0.82 Airflow Lo-Hi Dry CFM 210-265-330 360-395-452 360-39+452 06-4410-491 €1-491-565 Airflow Lo-Hi r bt cFM 175-225-2ffi 314-342-3f,2 293-321-367 346-374417 402-484-566 Moisture Removal PinE/h 4_7 Sound Level dB(A) Low- Med-Hish 26-31-?5 36-39-42 36-39-42 40-4345 39-43-47 Cond. Drain Con n€ction OD in.v8 5/8 58 Indoor unit rvidth ncnes 3?1t2 39- 15/16 39-'15/16 39-'t5/16 €-5/'t 6 lndoor unit depth nches 7-1D 7-112 7-1D 8-15/16 lndoor unil height ncnes '10-5/1 6 12-5tA 't2-58 12-5/€12-13t16 l^r€i9ht DS.18 31 31 31 40 Outdoor LJnit MU09TW MU12TN MUISTN MUl7TN MU24WN External Finish Munaell 5Y 6.5/1 Munsell 5Y 6.5/1 Munsell 5Y 6.5/1 Munsell 5Y 6.5/1 Munsell5Y 6.5/1 Sound Level dB(A)45 49 52 52 55 Pou/er Supply V,phase,Hz 115,1 ,60 208/230,1 ,60 208/230,'t,60 208/230,1,60 208/230,1,60 Max, Fuse size (time delay) A '15 20 25 Min. Ampacity 1',l 14 t5 Fan Motor F.L.A.o.60 o.42 0.52 0.52 0.82 Oompressor Model (type)RHI3OWGJT RH167NHDT RH2OTNHDT RH231NHDT PH33NPBT Oompressor R.L.A.7.8 9.0 10.0 1 '1.0 16.0 0ompressot L.R.A.41.0 29.0 3s.0 38.0 58.0 Refrigerant Control Capillary tube Capillary tube Capillary tube Capillary tube Capilary lube Ouldoor unit lvidth ncn€s 3G3/4 30-3/4 33-7t'|6 3:.,..7t16 34-'t t4 Ortdoor unit depth nches 10-1/16 '10-1/16 11-7t16 1't-7116 11-5€ unil 21-'lt4 21-1t4 23-13t16 23-1316 33-1t2 http://www. mrslim. com/mrslimMSspec.htm 4/30/2044 53 Mid County Plumbing & Heating, lnc. 54 Mid County Plumbing & Heating, Inc. 55 Mid County Plumbing & Heating, lnc. 56 Mid County Plumbing & Heating, lnc. 59 Meinhold Residence 60 Mid County Plumbing & Heating, lnc. 61 Jim Hudson Chevrolet 62 MiC County Plumbing & Heating, lnc. Vail Maiott Oro Grande Lodge Mid County Plumbing & Heating, lnc. Mid County Plumbing & Heating, lnc. Mid County Plumbing & Heating, lnc. Mid County Plumbing & Heating, lnc. Ross Regdence Mid County Plumbing & Heating, lnc. Fiesta Jalisco Treehouse Clubhouse Mexico Restaurant Highland Green Summit MedicalCenter Pioneer Mateials Fazaden Residence Schumaker Resdence Rabbenick Resrdence Woodstone Homes Tri-Plex Kemo Sabe Restaurant ':!, . .' t, '.1 :,:'. I 63 64 66 67 68 69 70 71 MS Specifications Page2 of2 |,\bishr lbs.71 92 92 97 152 Remote Conlroller Vllreless Vpe Vvireless type Vvireless type Wreless Vp€Vvrebss type ControlVoltage (by buill-in tra nsio rmer)oc12v DC12V DCl2V DCl2V DCl2V Refrigera nt piping size (Liquid x Gas)114 x 318 1l4x'll2 1/4 x 518 114 x 518 U8 x 5/8 Elel/'€en indoor & ouidoor Max piping height x lenglh) Ft. 25x49 25x49 25 x ,fS,25x49 25x49 Note: for unitr using 208i/230 volt the above ratings a.e nt 230 volts. *NOTES: Test conditions arc based on ARI 210/2,10. Rating conditiotrs (cooling) - luloor: 8Odeg.FWB, Outdoor: 95deg.FDB, T5deg.FlVB l{CI.liE I N_Eltt_$_ I Y?K I PRoDucrs I DtsrRlBUrl-oN I A!BI,!,A\,_E $Upp9B_r_ gUL_L_ETIN I EEESBACK I coNIA_Crtls Copyright O 2003 Mitsubishi €iectric & Elec{ronics USA, lnc. HVAC Advanred Products Division o http ://www. mrslim. com/mrslimMS spec. htm 4/30/240'4. 53 Mid County Plumbing & Heating, lnc. Fiesta Jalisco 54 Mid County Plumbing & Heating, lnc. Treehouse Clubhouse 55 MiJ County Plumbing & Heating, lnc. Mexico Restaurant 56 Mid County Plumbing & Heating, lnc. Highland Green 59 Meinhold Resrdence 60 Mid County Plumbing & Heating, !nc. Summit Medical Center 61 Jim Hudson Chevrolet 62 Mid County Plumbing & Heating, lnc. Pioneer Materials 63 VailMarioft 64 Oro Grande Lodge 66 Mid County Plumbing & Heating, lnc. Fazaden Resldence 67 Mid County Plumbing & Heating, lnc. Schumaker Resldence 68 Mid County Plumbing & Heating, lnc. Rabbenick Residence 69 Mid County Plumbing & Heating, lnc. Woodstone Homes Tri-Plex 70 RossResdence 71 Mid County Plumbing & Heating, lnc. Kemo Sabe Restaurant orF*rrr*r oF coMMrrNrry DEVELo.t.tTOWNOFVAIL 75 S.FRONTAGEROAD VAIL, CO 81657 970-479-2138 OVINER NOTE: TH]S PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBINGPERMIT Job Address: 230 BRIDGE ST VAIL Location.....: 230 BRIDGE STREET, VAIL, CO ParcelNo...: 210108229002 Permit #: P04-0046 Status...: ISSUED Applied. . : 05/0412004 Issued. . : 05/17/2004 Expires . .: 1l/13/2004ProjectNo'T4:10q ^ 0DZ5 SI-,IFER BUIIJDING LIJC 230 BRIDGE ST VAIIJ os/04/2004 Phone: co 8L6s"1 License: CONrRACTOR MID COII}flTY PLITMBING & HEATINo5/O+/ZOOs phone: 970-469-4924 P. O. BOX 23L86 SIIJVERTHORNE, CO 80498 Iri.cense : 269 -p APPI,ICAMT MID COIINTY PIJIJMBING & HEATINOs /O+/ZOO+ PhONE: 9"]0-468-4924 P. O. BOX 23L86 SILVERTHORNE, CO 80498 License: 269-P Desciption: INSTALL ONE COLD WATER LINE TO HOT STEAMER. RUN 2, DRAIN LINE Valuation: $1,840.00 Fireplace Infomationi Restricted: ?? # ofGas Appliances: ?? # ofGas Logs: '!? # of Wood Paller: ?? *+{.:* * * *,* i.*,* ** ** ** Plumbing--> 530.00 Restuarunt Plan Reyiew-> go.oo Total Calculated Fees---> g4o.5o Plan Check-> gz.5o DRB Fee-----------> 90.00 Additional Fees------> 90.00 Investigation-> $0.00 ToTAL FEES-------> g4o.5o 'l'otalpermit Fee-----> 940.50 Will Call---> 53 . oo pa),ments----------> g40.50 BALANCE DUE-----> $O. OO Item: 051-00 BUILDING DEPARTMENT 05/07/2004 cdavis Action: Ap IIEM: 05600 FIRE DEPARTI,TENT CONDITION OF APPROVALCond: l-2 (BI-,DG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPIJIANCE. *******+************l.**+xri'itrt.lt'l!t'Nrr***'t :a+* DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review OO other ordinances oftlre Town applicable thereto. -approved, Uniform Building Code and REQIJESTS FOR INSPECT]ON SI{ALL BE IIADE TWENTY-FOUR HOURS IN ADV OF OWNEROR CONTRACTOR FOR HIMSELF AND OWNEF l I ApplrcArroN t, *o, BE AccEprED rr r,*.oirrrtl} rn"run.o?&!dt{' o oar- Building Permit #: Plumbing Permit #: 970-479-2149 RECEtv ,-., rum\I0p 75 S. Frontage Rd. Vail, Colorado 81657 Plumbing Contractor: flo^b;^, + luli Contact and Phone #'s: 7o' 46#' lQY PLETE VALUATION FOR PLUMBING pERMtT (Labor & Materiats) Conta(t ***************************************FOR OFFICE USE ONLy*s*********************************** As;susorc Office at 970-328-8640 or for Parcel S rob Name: k *o 9a b -lob Address: Lesal Description ll Lot: ll arocrc ll ritine:Subdivision: owners Name:6ffiffiftF Address:rro h-,,ohz i (Phonei ga7,- T rtq- 70?7 Engineer:4ff ----ffi,ws'Phone: Detailed description of *ork 1 t ,t . tt4ShI eqc c-/a{ L-a ?a.. l,iL t!1 hqf Clzan ar, ,/ tr.r.* 2_r, a/.o,h /,'* WorkClass: New( ) 4dd,tion( ) AtterationN{ Repair( ) Other( ) Type ofBldg.: single-family ( ) Duplex ( ) MultFfamily ( ) commercial ( ) Restaurant ( ) other ( ) No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building: Is this a conversion from a woo ry .,4iy'$r4'r- AqihSXq; garl,',"l c.,l al0 t IL40 A,L qoL o'I D6t2002 Design Review Board ACTION FORM Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel : 970.479.2139 tax: 970.479.2452 web: www,ci.vail.co.us Project Name: Slifer Building Remodel Project Descriptionl Pafticipants: OWNER SLIFER BUILDING LLC 02i09/2004 Phone: 230 BRIDGE ST VAIL co 8i657 License: APPLICANT SUFER BUILDING LLC 02/09/2004 phone: 230 BRIDGE ST VAIL co 81657 License: Project Address: 230 BRIDGE ST VAIL Location: 230 BRIDGE STREET, VAIL, CO Legal Description: Lot: B Block: 5 Subdivision: VAIL VILLAGE FILING 1 Parcel Number: 210108229002 Comments: SeeConditions DRB Number: DR8040037 REMODEL FRONT PORTION OF THE SLIFER BUILDING. REQUIRED A SITE COVEMGE VARIANCE. PROPOSAL WENTTO DRB TWICE AND ATTHE SECOND MEETING STAFF WAS DIRECTTO STAFF APPROVE THE APPLICATION ONCE PEC HAD APPROVED THE MINOR EffERIOR ALTEMTION. Motion By: Second By: Vote: Conditions: BOARD/STAFF ACTION Action: STAFFAPR Date of Approval: 04/1312004 Cond: B (PLAN): No changes to these plans may be made without the writien consent of rown of Vail staff and/or the appropriate review committee(s), Cond: 0 (PLAN): DRB approval does not constitute a permit for building. please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (l) year following the date oo of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0006368 This approval does not include any of the awning or window signage conceptually shown on the plans approved by DRB and PEC. Planner: Warren Campbell DRB Fee paid: $3OO.OO Depart men t of C ommunity D ev e I opme nt 75 South Frontage Road Yail, Colorado 81657 970-479-2 j,38 FAX 970-479-2452 www.ci.vail.co.us FAX COVER SHEET Tn' Company Name: Fax Number: Phone Number: From:Charlie Davis Chief Building Official Town of Vail Community Development Department Building Safety & Inspections Services 75 South Frontage Road Vail, Colorado 81657 Phoae': 970-479-2142 Faxi 970479-2452 ..t! -, .- ., . - -- , a.-'\,|J I I il llel I i5, o JDrt RECYCLED PAPER O FAX No. :3a3 s?z ?Esz J. 27 zaa4 aB:saAH Pz \\ s € \tt N FROM:GUY THORNTON d RrE Fl:t -rlt-Y\L\-'$r \) $s s s h- RI ,X sefr N i'$ \{ t $$ $ \ s EK e* $$r./l o -lt- ^a Ng $oq \hlo s cn oI't a ot soF$ o E N $ ilt I i$ l$ iE $$ €,cfhsl :zo>E -z-(55 TF$dss x$ Hi KS ffi$$ $$$$ .'-.1-1-,r-A- t$tr $$ F$ id(_* ( '-\ 'H$5 s,sV $ $ frH RF $$ Ktl\ FRO]'I i GUY THORNTON Guy Thomton DesiEn Facsimile Dare 4127N4 O FHx No. :iE3 s?z ?Esz or. 27 2AA4 BB:494M P1 1301 Wazee Street Suite 3A Denver, Colorado 80204 303.572.7848 303.s72,7852 FAX 6uyThornton@aol.com Project 230 Bridge Street Vail, Colorado Total Pages 2 including cover sheet To Charlie Davis, Chief Building Official, Town of Vail 970 479 2452 From Guy Thornton Re Charlie, I just wanted to make sure I understood exactly where the wall by the stair that we were discussing is to be located, Can you please kindly mark it on the attached floor plan and fax it back to me at 303 572 7852, Thank, and l'll let you know if I am in Vail ne,(t week and I must just stop by and say hello. Guy Guy Thornton Design Transmittal Date 4116104 1301 Wazee Street Suite 3A Denver. Colorado 80204 303.572.7848 303.572.78s2 FAX G uyThornton@aol.com Project 230 Bridge Street, Vail, CO Re Elevation modification To Joe Suther. Dept. of Community Development 75 South Frontage Road Vail. CO 81657 Attention Joe Suther Encfosed 3 copies ol 8\h"x 1 l " drawing 1/A-4 showing revised lintel condition and dated 4/1 6/04 Joe, Can you please insert these 3 sheets into the original drawings that were submitted on 4/131O4? Thank you. Cc. 2 sheets via facsimile: Warren Campbell 97O 479 Z4Sz Frank Makris 970 668 9400 Signed Guy Thornton Tom Yoder 970 925 7825 FRO}.I : GUY THSRNTON :Subj: rDate: jFrom: ,TO: Charlie, 230 Brldge Street Vail 41 1 412W4 7 :22:58 pM Mountain Daylight .lTme Guy Thornton CDavis@vailgov,com O FRx No. .383 s?z l+sz oP". ts 2aa4 12:21Pf4 P? - page l ofl S., FQ Boq- oo 6 C k-Emo S44e Thanks.for your help this mornfng with the exiting issues, including your fax, I carefully revieined all sections ofthe Code to which yw refened m'e. However, I would like to clarify-the use and Occupancies within this Project. The ground level area is to be Retrails^ales (Mercantile Group M). The lower leveiis Efuiinerv siorjsJ istd*dlt dioup sl with a smal ofrice(Business Group B) and a restroom. Ail ror,ver rever uses are tor Emirioy"Jr." ottLv. lBc 2oo3 section 10'13, EXlr ACCESS,.paragraph 1013.3 relates to the Common path of egress travel. Thereare 3 exceptions to the common path of iraveinot exceeding ZS fee{. Exception #1 stEtes that "the length of.a common path of egress traval in an occupancy in Groups B, F and Sshall not be more than 100 feet, [rovided tnit tn"'ouiioin-g is equipped throughout with an automatic spnhklersystem'" This seems to be conoboraled by Table 1018.2-, euiLoirigji witn onE "ii, nunlrn albws for a single exit, if l9-T-of9 thgn s9.o"rypqnts and a 100 fooLtraveldistancewithln "-n "g'i o"*p"n"v- underTabte 1004.1.2, rheoccupancy loed for the lower level is S occupants. I have ve.ry.carefulty recalculated the exac{ travel distance as measured from the farthest point of the lower levelto the exit door on Bridge Street. lt is 99.5 feet. Therefore, surely one exit from the lower level satisfies all seclions of the lBc 2003 code. lf necessary, we couldadd a door with a closer at the,bottorn 9i tne stair, opening in the direction of travel. This would create a clearseparation of use and crearry rremslcale tne ro,rei i6vet ": b:ilg;;r"i,;;;;6e area and Norto be used byretail cusiomers. Additionariy here can oe signage to that efiest on that door. charlie, can you please lei me know if you concr,rr with_this interpretation, and what the process might be fromhere fonrvard. As you know, we are eager to obtein a Building i;n lii'- ' Again' thank you for your herp this morning with what is certainry a very comprex issue. Guy Guy fhornton, RI8;4. li01 Wazee Strep;l Suite iA Denver, Colorado 80204 wice 303 572 7849 facsimile i03 972 TBS7 Thundav. Anril I .5 2004 A m.'i.o fv.li-^. /r.,,. TL --a- .. FRT]f4 T GUY THORNTT]N FAX Ml. :343 5?2 ?852 Or.. 26 ?:ae.4 EE:34RI{ Pl 1301 Wazee Str€et Suite 3A Denver, Colorado 80204 303.572.7848 303.572.7852FAX GuyThornton@aol.com Guy lhornton Design Facsimile 4126/04Date Project Total Pages 230 Bridge Steet Vail, CO 2 including cover sheet To Charlie Davis, Chief Buildlng Official, Town of Vail 970 479 2452 From Guy Thornton Exiting Good morning Charliq Following our telephone conversation last week, I discussed the whole stair situation with the ownen ofKemo sabe. we have decided to maintain the second set of stairs up from the lower level. Please find attached a sealed and signed drawing showing tlris modification. Can you please let me know ifthis will-suffice for you to finish processing oui appticaiion, or yrhether you ne6d original copies of thisdrawing? Please also lgt me know if there is airything further that f ian Oo to dpedite our permit application. Thank you for your help. Guy cc. Frank Makrit Weitz 970 6G8 9400 FROI"I : GUY TFf]RNTON (o/ry, Fgx No. :s3 5?2 7Bs2 O"". 26 na4 B8:3sRr4 72 uml ailE utAu-- As 5/*1@,'fir7 EXtSfltb ,fHRTa BelA{N FroilreW fft(loDrf t-wiTw.prTf-7lffi p0El-. DtfiAl + !ffiap 4 tutr4wW MtcFIW vrHL. fff€t-t *At/tr AIA^I WM '+Y^.:\%* *{ 'Iu'l}l?N }* GUY THOI?NTON c.2749 Ela,A- Ell-- LM R. 10, 2OO4T 4:36P[/FSUM5 BtDO, INSP,N0.048 P. 2 CHAFTER 10 ,rog]!!E4!999l(-FtRF AltD LIFESAFETf PROVlstoilS AT IEASTASWDEAS RAMP RUN RAMP LANDINGS FTGURE 100&54 Foc€.ls' wtrile at the sane fUo, ut" a number of produors on-rhe market avaitable for ' *#ffffi #t#;; ;;'t I;;; :S:nt :lnT^*l Hffi '?ilHffi ff "*ii'r.*;;;Y**ni*315':ffiilffi ffi#ir*Fry99a.3-:TT#";f"Tf#ffi;ilffi'=-ffi ft'il 6i ;i ""P * "3'l-*t'* T5'"1b;?*llil:flffoiffi ii-"--'L-i"itainoiile-rampsurf ace.withln ;iffi; fi i;;;,t t rhat slip-resisunt ry^*tn5 T9 TlY:gd.tcaive.ift":r tfip.-r*b.r"t neauiena a.od msteri- t";}ffi','o;bri p"*'-di 1"c'q F9 1*"*1f:Yl-"*jfffi";'ffi#;'L[l*t io' for which *ry Y'T inselled' while at rhe sarre tine not o""oo* e potenrial- ripping h,t{j sftically importarn thar the srrfaoo of *re rarrp tr *t'e :lip' psisptrt ro bel,p ptevent sucn accidents' It is imperalle $at very ffi*ttito^ t'e givco to-tbe selection of materials for ramp ff i* -a tftu to"iirods otrutistring such:tut..91'3l]Y: lli*iat t*t as leFr'lzzo should be avoided on raurps unless tr-Jilfrt*n tr,rtthey have beerr nado slip-resistantby some occur upon Eanrral a'petafion by an emgloyee in rlte ares' wher deemri-ning rho o"T qu sgrcss'ctpaAti' uqttilT-Yf,-:ry bo considered for up ro 50 p*t-tt oi rtrit"q*i{ *P,a':-!y---P*h il'llliilffi;;J',.3?-I":lnif Lg1i11;'#iltnffiT; l'ffiHffi f lf '.."i:R$i";,3iltil]il-i2!;i'12r1'*t heishl a clear mjdrDuxo wrorir of 2Z iactres (559 mm) is-neces- li*i. 6iti,*rv' "tr*ons in tbese roquirem€nts are-necessary ,"trsr" rhe n rnstilo is rocaaa atong an icossible-rolp of ravel' \#;;;Jl;xccea 19 incnd(9el mrn) in heishc" thev are ;#ilteii;;**ner consistonr widr revolving rioors' ' -?" uA*t, the ooncerra for use of such devices in lagc occu- J;#:S';il iool'ss'z requires a side-hinged swtngtng fi;T; ffi.il on i tit* pon"ule turn$il3s'8'equircd at a iii* *itil tn occupant load served.ercmds 300'a-swtngrng ffi;;;;;-i*;d'wirhin 50 feor (15 24o mm) or eacb I'rn- Hiol- il#;;*stiles are ilesigned to be Eoved out oftle waY iii r"tg" oiaup*cies such as spotung evens' sEcTloN 1004 THE HfiT ACCESS The exit access is idendfied as rhe inilial oouponent of rhe -iirl ;ru;;;-st-"t*'' ti"ip*'ion berrpeen anv occupied ooinr in a building *o * "*i" Lading ro an exterior exit door il;;;;;G;", "gr"" sr"i*'uv gi*o.n; T *:1:.:'-"f * !ii'ip-^.agt*^y, exir enclosure or tr-orizontai exit' the exil sccess *tiG tp " "* majoriry of any building's floor flea' :':ltE'*truqp"Xffi tion' Issues re'ianng to $e n'l are addressed, as is uator ErrrJueitE "tt"nittg too-ro li,otnul distance. The coo*pt o' " Jo-tif,on parh of egrss uavel is also i#;fd;;J; tusist"ttt""uootd bi proven bv tesu and bo an inregral pan of tbe nmp su$ace' 100334,7 Eadrsit,s. whonev€r auy I-amP in tlre oeam of ;;;;u "ffi s"*; o* o in"t'o (152 dm1' rhe ramp shat li-o*uia.a *ittinandraiis on both sides' Ths derailed-requtre- #;;;;;;;oralG.ru round in Seedon 1003'3'3't.f ' allev ;il"silffi;;th *. ptoti"i"i" for stairway handrails' Tbcre * "o'J""itions thar'altow a hardrgil on only one sldc.'of'1 nrnp, nor is rhee any requirement rbr inrerrnodiate harlols s' rt should be re,trembereal ut"t tt at* for- ra191 aisles in *r"*Ufv o..ol'*cies are rcgulated by Secrion l00E'9' 101134.8 Edee protectioo' Ln order to firflher prolect rhe user of . *io. *iG"lto" are requircd along ranp 4o.* Ylll * irli-ilttf,ai' .it*ipl"iaingt' In adairioa to -.'tre han<lrail' a "il-S.1il.;t-"-;d bh;; ririhandrait ar aheight of between r7i*t *-."a-j,s-ln*t"i (+rz not anil483 rnm) abgvlthe ramn ;i ffi*;;;: a [ic* * 'utt is ai:o re411l-l?ar* thc ramp surface. fbl€e excepBons exofilFt edge prorecdon under vcry Iimited qrnditions, presented- 1003sS Tlrnstiles.Is ordsr !o address safery concerns.due to ifte G of Itrnirifes or siurilar dovices rhatmay be placed along ,h;il;';;;liG;;i;,hitsectio'l-regulates'h:,"--T:-**i:bttlffil ffid .o't"i"tci*ti iia singte direcrion' The oa6.*l d'|t^ ..'rr:rAc +har F 'h tlrtfisdle be crgdited wifi a E&\l-gene[al flrle r€ gutes that each orostilc be i** caeupi.y ,ii 50 occupars, and laen 9r+l YtYl T::* :fl;dffi;fffi;{itr''iiilr}ii"*.t is r6sq fte d'T::,*g ioo..r.t"Orotexitaccess.doorway-sre1r11f*lY""y"t"::*lli';i;'*"il;;;;;;;a;a"l jf -^Hrj-':"e".H':* j"1,; :i#*HHHJ'i?jffi 5;;;;1i,sl-":"r*i3Y-11'x [H#S fi ffi i;iftil;; G.'n'* *:*:t1""::.#Ti1N assulncs ull$ ! vvrr-."e- -, "*ioio UUnairig spAces, There- have e method of entenng Ult - -- dr^r Ea,ne ontrance o uutif.lit ,o serve -as rhu mea$ of H": t'ffffi' ffiil'J'i' ;;'il'jb'" *''-l*;"::3;:l :F$'fr "a?"'ii;q;iq,L:::'j::::T*""H.":"*,H,T:'ffi'i;il#Tl'ilt#[-il.'F'"t'"t.1"^b*'^',':,ll"t::1:as ure enly eEreJ' j'vr'- - '- ess is fiat in a fire or other emer..- quiring multiple *tT: oL:fl- - ^r,H. .da.cc comDonenrs ,",u8:il;liivJff {i:+.y*11li,ii}j:"",t;:nrm:# .;* iii.ri i;[" di';;fi;"ortftss tavel' Release shall a]so ffi#tnl;tiyth"fire and, therefore' not be 217 MAR, 10,2004 4:36PMl cgn'prm ro si]Mrt5BLDG.rNSP. ao00 rBc HANDtsoo*Q,. o*o l:=g:* J;*l",o* purposes. A s:cond exit or ocit access doorway can provido an alternarive route of tsavel for occupanB of the room or areg, It is ofton unroasonable m require ouldple eEess pe6s Aom small spaces <rr oreas witb limipil occupanr loads, ft is also sel- dom beoeficill due eo rhe relarively close proximity in which such exiu or rxit aocoss doomays Dtust be lo€aled, Therefore, the code does not rcquire r secondary egress location from ail roolos, rrcas or qraces. In this scction, the code deals srhh rhe number of exir or exit access doorwtrys rhqt sre going to be roquired !o accosrmodae the occupant ioad to be serveal, In addition, where $e disunco of uavel to a iingle exit or exit access doorway is excessivo,, an altsmative egr essroute is also rcquired. Tho IB C esrqblishes rwo basic crireria l'o( pm"iding adequaw egress for occupants ftom ritry space within *re building. Hrsc, ar least swo exits or exir acccss doowirys slust be proyided when rire occupanr load of tho spece exceeds rhe vclups ser fonh in Table 1004.2,1, Second, two of more rrgress doonrrays a,re requircd q/hen the cornmon parh of egresr usvel exceeds rhe limirarions found in Secrion 1004,2,5, The only exception to rhe provisions involves roons in Cnoup I-2 ()coupancies as reguiatcd by Seedon 1004.2.3.2. It can be see n in the table thar rhe $reshold forrequiring a sec- ond Exit or e* t access door*ray from a space varios basod upon rtre occupancy -designation o? *re sp-e. The variations'are caused by coo iitions associated wit} the specific uses rhar occt rr within tbo ro(ra or arca- FacroEs rhat contiburc to the differ- cnces in occul:ant load include tho conccnradon of occupanrli, occupanr mobiliry and rhe pescnce of hazsdous mareriels, 1O|M.2J Exit or exit access doorway arrangeraent In addi- tioo to providing multiple means of egress, it is irnporativo rhor they remoin avsiloble eod usable, To ensure rhal &e required egress is sufficiently remote, the code inposes rathec sFict rcquiremena relative to thE locedofl or anaDgemenl of rhc dif- fercnr mquilo i exits or exit acccss doorr*ays with rospcct ro each other. The pupose here is to do all rhar is reasonably po6- sible to ensure thar if one rreans of cgress sbould become ob- suuc[cd, tha oihers will remain available aad will be usable by the butlding oocrrpsnts- As a corollary, this approactr assrrFes tbat because tre remaining means of egress are still available, thero will be riufficient time for *re buildiug occugants to use rbe6 to evacuale the buildbg c tho buildftrg space- Requircd scparaion of two exis. This remoreness rule in rhe IBC is somedlnes referred ro as rhc oDo-half diagonal nrlc. The one-half diegonal rule srares trat if two erits or exir acccss doo1. weys are rcquired, ttrey shall be arrauged and placod a distance apart equal m not less than one-half of the ma,timu.n over41 diagonal of rhe space, roqm, slory or buiiiling served. Such a minimum disrsnce be$ eed lhe two means of egress, measue6 in a sraighr linc, shall nor be less tban one-half of rhat nra,tirausg overail diagonal O' *tton. SeeFigue 10021-1 for exarnples of the applicarion of this de. The code does not spccifioeJly srate fte manner b whicb the sraighr-line oeosuremenr should be mken In practica, differc41 building ofEcials determins the length of the snaighl-line moasurement for ogress separadon in different ways. In soslg insr:rrcee, burlding officials moasuro that distares from lhp near cdgo of one egroes door ro the near edge of rhe orfier, Other building offioiols apply the rule as noasuring the diotanco beween fte center line$ or f?r edges of the two required egress doors. Basod upon rhe lac'k of specifics in the code, it would seeu logical to considdr rhe disrance to be measured as betwcen rho ccnror linss of exlu or exir access doorways. The uso of the one-half diegpnal rule has been beneficial to code users for "rnany years. It precisely quantifies the code's intent s/hen tbo coda requires thar separate means of egress be ' remote, It does nor leave the building official wirb a vaguc per- fornranc+tlpc staremeu trhe! ca,n, in many insrances, result in a sinration where egress separadon would be didated more by rhe design or desired layout of the building rathcr than by a consid- eration for adoquarc and safe soparuion of the meaqs of egress. In applying'the one-haif diagonal rulc to a building consEucted areund a central cortrt wirh al eg:tss sysFrn con' sisting of an open balcbny rhar exrends around lhe perimete.r 0f the courq ir is importanr ro rrke xhe'measurpment of the diagonal ftom which fte one-half diagonal drme$sion u derived at the proper iocations- Rder to Figure 1004-2 for cxafilples. Figtrre I 00+3 illususles Excepdon 1 ro rbe one-hajf diagoral' rulo forthose buildings, such as corc buildings, where fie Ee6ns of egress are somedmes aranged in rarher close proximi+ Th'e code recognizes rbe benefir of such a floor arrapgement and makes a specific exception iu the event tlere i! Euch a design.If the exits or exit access doorways are connectod by a corridor, tbe disanbe deterrfaed by one-half of tbe marimurn ornerall diago- nal of rhe space served slay be neasured along rhe parh ofravol inside the corridor between the two exiu. It iq specifrc that fte conaecting corridor is to bE of l.ho|E fils-rcsisdve oonsurtcdon' Whcn rhis exoepdon is lrscd to onsuro rhar tho arrangomont does sEcTroN 1004.22 SEFARA11ON OF HOI1S OR EXIT.A@ESS DOOFN,VAYS FTGUHE 1004-l : 219 AHEA "g.*P MAR, 10,2004 4:37PM CHAPTER 10 sl]M5BrD0,r[lSP.o }IANDBOOK-FIRE. Nn /\/0 I Atrtv, u.tu I, .t --t AND UFE€AFETY PROVISIONSe000lBc OPENING PFIOTESNVES REOUIRED AS FOR CORRIDORS DEAD.END UMITED PER sEctl0N 1004.3.2.3 WALLAND OPENING PROTECTIVES NEED NOT BE CONSTRUCTED AS FOF CORRIDORS BALCOI.IY SEPAHATION FHOM BUTLDING INTFRIOR FIGURE lOO+19 '15. Secrion 1003, bowever, provisioas spec$iero rhe exit ponioa o! egress from the basenent must bo direcfly to the extcrior or an rhe mearrs of :gess are found in rtris section. ! axit, such as an exit enolosure. 100531Minimum nunber of esdr$ As a generalrequir"-*rJ 1005.3 Exit compouents. fite requiremems for od! bompo' , evcry floo,r arpa shall bc providcd wirh ar-least two lxia. Tbi P1tt."ry."ddt_*sed both in this section and in Section 1003' discussionof Secdon l0OS,2.2willadd.ressrbosebuildingspen Included in.rhis sesdon are provlsions_ad{esqiry-the gniq_1e mised to hav': only a single exir Table 1005,2.1 also indicabs feerures of rbe exit componenls, while Sec$on 1003 deals v/ith rhat based solely on iccupantload, three or even four erih may the more general povisions. be required. Iny area of a building rhar has an occupa$t lgad in excess of500 up to and includiug 1,000, slrail be provided with accass to at least three exits. Any area having an occupant load in exeess of i ,000 musl be provided wirh sceess ro nor less tlran fow exirs, Ur der no circum*ances does dre IBC reqEire more than four oxits for any building or ponion rbcreof based on the nunber of pasons presenr ft musr be noted, howwer, that addi- tional exin will somedmes be requircd to sarisfy rhe other egrcss I€quLemeNs of C:haprcr 10. tn0522 Buildingr with oue exit The code recognizes $ar there ale instncas where the lif+safery risk is so rninimal rhar it is reasonabl,l to permir a single mcans of eEess, Under limired condidons, th rs alloqrance extrends m two-srory buildiEgs. Table 1005.2,2 iden dfles dose buildings where a single oxit is pernrir- ted. The tabkr is based on fiva criterio, iuoluding oooupancy! nlnrber of srcries ebove rtrc grade plane. occupanc load, ucvel distance snd dre fact rhgIilo slorc dun one ievel exisrs b€low the first stcy, Exurplos illustadng the use of this rable are shown in Figpre 1001i- l. ft should be aotod rhat special conside,ralion is given in tlre ftrsqotes to cerain Group B and Group R-2 Occu- pancies. Group Ra buildirgs may havc a single sxit as well as siagle-lerrel buildings oomplying wfuh Secrion i0M.2.l as a spece wi*r one means of egress, A,lso illusftfed in Figr:re 1005-l is a permiaed coldidon for a baseqpnr wrcre a single exir is permined- Condidons of rhis smion limit rhe building ro a single lovol below rhe firsr $rory, Tyavel dinance and occtpant load are also borh timited, and {re 10053,1 E#erior exit doors- Once the provisions of Section 1003.3,1 for doors have been reviewed, there ale lelarively ftw requirements remaining to address- It should be noted thal at leasr one extedor door drat meers rhe size requireoens of Sec- rion 1003.3.1.1 must be provided for every building used for hu:an occupancy, 1005.3.2 Vertical exit enclosures Consispnt rvith thc general requirEmenB for rbe eaolosure of verdcql ope$ings as ser fordl in Secrion 707, all verticai openings for every inrerior *airway or ramp must be similarly euclosed within fire-resistance-rated eonssucdon, Since verrical openings provide probably rhe mosr readily available paihs for fire spreading upward from flqq to floorthrough buildings, itis exremely imporulr rhar such verri' cal openings be adequarely enclosed, Thii enclosrre is reguired ro prorect and sepsr&te tbe venicsl exitway from potcnriel fire and products of conbustion in other spacos of rhe building, Ilowever, several exceptions frore the anclosrrto r€quire' men$ ue provided: 1 . In occupancies other than (lnrups H and I, an open seir- . . ... . ." way from a story direerly abovc tho ievel of erit disclrarge is pemrined when senring an occBpant load of less than 2, No enclosure is required for exia from bleachers, graod' shnds and otber Gnoup A-5 Occupanciesprovided thar all poflions of rhe means of e$ess ara essentially open ro the outside, N0. 048 P. 5|vlAR, 10.2004 4:37PM SI]M$BLD0, Ilt]SP, ( CHAPTER 1O iaoo IBC HANDBOOIGHRE- Ar'lD UFESAFETY FRovlsloNs . - 3. Srairways withir an individual dwolling unit of Group R-2, R,3 orR4 or wirhin greei rooms of Oroup R-1 need nor be enclosed. 75 FT. MA)(. TFAVE- DISTANCE 4" Where exccptioos ro Secrion 707 2 permit unenclosed shaft snclosr,ros, srairways that ars not a required egtress element need not bc lccded wirhii an etrclosure' S..I STOHAGE ONE STORY 50 FT. MAX. TRAVEL DISTANCE SECOND STOFIT F€ Note! T?avel disEnce b be neasur€d along natural and unobstructed path. LIMITEDTO 50 OCCUPANTS \EHTICAL g(IT ENCLOSUHE ASSEMBLY ROOM IN BASEMENT BUILDINGSWTH ONE EXIT FIGURE lOO$1 LIMITED TO 50 OCCUPANTS GROUNO B OFFICE ONE STORY . 75 FT. MAX. TMVEL DISTANCE I rlo0Fr,MAX trT ------ DWELLING UNIT ---j DWETUNG UNIT --------{ 23r FRE[4 :GUY THI]RNTEN o FAx Ns. :383 s?2 ?ssz Op". Ls ?:aa{ 12r2aPl4 Pl GuyThomton D$lgn Facsimile Date 4115N4 1301 Wazee Street Suite 3A Denver, Colorado 80204 303.572.7848 303.572,7e52 FA}( GrryThomton@aol.com Project 230 Bridge Stcet Vail, CO Total Pages Z including cover sheet To Charlie Davis, chlef Building Official 1 970 479 2452 From Guy Thornton Re Exiting Charlie I just want to follow up with a hard copy of my e-mail that I sent to you yesterday. Guy t t I I I I t T I I I T I I I I T I I FIRS PROTECTION HYDRAULIC CALCULATIONS ANT} MATERIAL CUT SHEETS FROlvl WBSTERN STATES FIRE PROTECTION CO. ,rt6 7026 SOUTH TUCSON WAY. CENTENNIAL. CO 80112 . PHONE 303-792-0022 . FAX 303-792-904S F'OR KEMO. SABE 230 BRIDGE STREET VAIL, CO. JOB NUMBER 14478 SUBMITTEDBY TOMNELSONJR PROJECTMANAGER 5t14/04 P*;'-.*'' Uibc,'f... o\ ,r,rs 4fr( I t I I I I I I t t I I I I I T I T I $nilil Job Numben 14478 Report Description: Ordinary Group ll I J.b ttuhb.r -| 1447s D.sl€nEngimar -TOM NETSON JR. KEMO - SABE 230 BRIDGE STREET Pmne _ l +r,,,303-792-0022 I 303-792-9049 s1al. c€nif carbdlic.d Nutr$.r uny t sr"r. Tap c"d.vAlL lco I VAIL FIRE AND RESCUE I o.2ospnffr 900.00fti (Aciual 967.31fl1 Moll O€m.r$l^g Sp.hkL. Oata 5.6 K-Factor 20.00 aa 12.755 250.00 100.0off SY"t". A"*. D".",td 81 .968 Nunbd Ot SPdnkeB C.kllai|a 17 SV"t". Fl* O"..,rd ,tan 7a 714.71 @ 81.968 +24.703 (23.2Yo1 Node Flow(qpm) Hose Flow(qoml 1 1615.00 250.00 Static(psi) Residual(osi)135.000 7.000 ldentifier Pressure(osi)K-Factor(K) Flow(opm) U.tr?r=BU #A]t? F rRE P ForEcrro)A-' lFtr##il:::, =*..,u,|.,,, @ MAY i 4 200'f 't0 o-f =all) 150 135 120 '105 90 60 45 30 0 ftffoooo 8oo rooo 12OO !{JO 1600 1S00 Water flow, gpm 2000 lltll Static Pressure 135.000 \ \ \ \ r {714.71 with hose stlNI eams *olt'"lu,n{? \ )md emanl curve \\ \\ ||l 1615.0(l'" ,, I fu, o w.E.R.cno, rnc.jfl eutoseRlltxo VR v3.7.6b.796 0511412004 1:01:45PM Page I I I I I t I T I I I I I I I t I t I Job N!lnbec 14478 Report Descripbon: Ordinary Group ll1r &gl l 'iuft TOM NELSON JR. KEMO - SABE Add.6 I 230 BRIDGE STREET add;;t- .'' .-.-@ y.ArL I .o l Slal€ Canfi:iion/LhEf s Number VAIL FIRE AND RESCUE J"l sx" ryiif-fl3| | 5.6K-Factor 20.00at 12.2s5 Hos AIklFE Al S6ud 250.00 Ordinary Group ll 0.20gpmft'900.00ff (Actual 967.3'l ft') Node Flow(oom) 250.00 r;;w*, a"q"* rrt'a"a",s n* s',**l 714.71 Mdirun Prase Unbd.E In L@p6 0.000 !|lltiq,v.hcry Abof ceftr J99 between nodes 61 and 47 Mqirufr \,.bcjly Und* cern 10.36 between nodes 1 and 3 \ro!ft ofwats In Epe. 119.729a1 Number Ol Sf{inHee Calcllalsd 17 A"'.PEI R"4rl*ffi Fd 100.00ff Hose Flow Residual @ Flow Available @ Total Demand Required Safety l\/argin 7.615.14. qQ$Hqterru#l -lffi"XH - roM NESLoN | "Efrdjectnrn* WESTERN STATES FIRE PROTECTION lddEs. r 7026 S. TUCSON WAY Addbs 2 303-792-0022FF- 303-792-9049E;.r-- IOM.NELSON@WSFP.US ., l$at. lzpcod€CENTENNTAL lco I aorrz I *rn.r.r."oo,,n".;ffi nutosenrruxo vR v3.2.6s.796 05h4n004 1 :01 :46PM Page 2 I t I t t I I I I I I I I I T I I I I Job Number: 14478 Report Oesdiption: Ordinary croup ll @ Most Demanding Sprinkler Data fo, o u.e.e.cno, rnc.$ll AutospRtNK@ vR v3.7.6s.296 O5l1420U 1 :01:47PM Page 3 I T I I I I I I I I I I I I t T T t I Job Numbe[ 14478 Report Descriplion: Ordinary croup ll fu, @ u.e.e.ceo, rnc.{S AutosPRtltr@ VR v3.7.65.796 0511412004. 1 :01:48PM Page 4 I I t I I t I I t T I I I t I I I I I ameter Flow I HWC Friction Job Numben 14478 Report Doscription: Ordinary Group llPipe T tp!=--_q rclra.m El /elocity Loss I Length I Eq. Length Total Length lPressure I summaryr.rrsGrrarge n-Faclo, pt pn FittingsUpstream -'.....Route1 nl 132 \ 14 131 ' 14 i-;---o '-6 \{-4r.r.vu r..1.r (.=.15u 0.093760l=zooo r=ffiilisst 13.366 T(0,_6) 6',-9y. 0'-€ 7',-3y Pf 0.611 Pe Pv 1 t55n ,JUOJYS 6',-11y 0'-€ 7',-5U Pf 2.299 Pe PvElI \t4:b 14'.-6 lJl 130 q=20.47 K=5.6 13.366 - --- spr(-1.ii66f tc.od:)r(0 -6)Yi;^ -_ I .]r,o-cv Q=oz.b4 22.99 c=150 0.69226;4130 '1 14,_6 c--zzia - R=5^6 15665- ip'i_m6io-=- -90 \ l+j.o-- z+.zoo E(2,-o), r(2,-0, 8'-! 4'-C 1z',4 Pf 8.541 Pe Pv 3l=1U 50 g',4y 1s'.-0y. Pf Pe Pv 28.741 3.179?9 \ 14'_6 a4m--\\ ,r^v t -z 56.127 2E(2'_01 Por2'_otFM, 2.510 Q=464-l d 0.80 c=I EA1 65.1 20F a'-82. o-r 6'-10'y Pf 8.987 Pe Pv 27 14 Er6,-tl 2.o=rcq@0 t94020 1s',-t 15'-t Pf 7.615 Pe PvL+:-+- - _jL<99!J_ {J=4b4. /1 10.46 20 0.047613 7'-11 26'4 34'-3 Pt 5.257 Ps 1.590 PV 3v ,-l t'-6':=:: 72.7 79.5 2875 r(26'4), BFP(_3.626),i , *;1orr_ Q=464.21 10.19__--].=1t 10r 19!q 17'_111 - 37',-d Pf I 30qi \r, g.-? 7e.575 Pe 'l .084 Pv ll"i?r*\- idtr- i:ii# ---fu{_lu i,=i#-- 8J,ti%€oar-.-#-- '-----]S=- . rz.zss ete'lol, irtol-ot 11',-9y z-c 14'-3U Pf 1.501 Pe Pv - ) 16'_5y4 I 4'q| 20'-114 Pf P6 Pv 8.145 -1 .734 cr \ . 10.-6 tl lgs -50 " 14'-6 ?4.206 2E(2-o), T(o _6) ll-*", ;tr",."ei'--ffffi0 ffi | 3'-51 2'-qI 5'-q Pf 0.598 Pe Pv Fll 107 \13v 1i I{YJY . \4-z+.oz y.u.t u=150q=24.62 K=s'6 1g3n u?3qt So(-1 9.3sp(-19.3 E(2'-0). T20.450 5',-1y q'.-1y Pt 1.124 Pe PvFllro.ry g=150_ _____.4489!7 4L4Pt 4.078 a'q Pe 0.808 9 -11 Pv 'zg.45g 2s337 2E(2,-0), T(0'-6)Q=77.75 28.54 C=15 U o32 2005337- nl pn/r'-n\ t-a 8',-( 15'-[ Pf Pe Fv 16.164 0.637q=28.1e K=s.6 2s^337 --S42.138 3 pr(-2 r M. ;: _ _:: lJ, u u- r4o.rrz ts.uz c=12o 0.1593.12z, i _z lzSSg - ?4 7'-2 5'-10y 6'-2 12'-0U Pf 1.904 Pe Pvi+a___3ily31 7',-2TM---------,fim- _ q=zl L09 1E.53 C l20 0.3c 4136 .- 5'-5y4Pr 1.655 lPe 5',-5APv 44.042 _ .. . 45.697 ..='1 e. ?R -e.i--------.---- LqL (l=zv.r.u!J 2 2 t5. /2 Q=12O 0.557825 1z',-7 Pt 7 .026 Pe Pv 45.697 52.724/0 Q=356.25_'a<------ 47 7'-il.....Route5... .,__51.v u.ouud 4',-3 4'-q Pf 3.403 Pe Pv 52.124 ho__l#L 13 10'-6 Q=24.95 9.16 C=150 0.126081q=24.95 K=5.6 19.847 20.450 Sp(^19.847) Tr/0'-61fl'.....Route5...r 4'_3y1 n'-Al o,_g,A Pf 0.603 Pe Pv BI 7'-! 2'-E 9'-11 Pf 1.341 Pe PV-tu-- iffi*-€,ip:#117 io'_6 _ _9:1!g 0.so1072 8'-9y, 0'-€ g',-3y Pf 4.665 Pe Pv I zz. tzg Spr(-22,729\27.394 T(0,_6)3-ru a=81.91 30.06 C=.1 .137016 8'-10 6'-d 14'-1d Pf 16.859 Pe 1 .445 Pv ;i )i_;, q=2e.31 K=5.6 ?|j$-- s.(t730q - fo,o u.r.e.cno, rnc.lll nutoseRtnro vR v3.2.6s.296 05/1412004 1:0'1 :50PM Page 5 I t I I I I I I I I I I I I t I l I lh-"=* riII nutospnrruxo vn uliffi 0511 412004't :0.i :50pM 1.05501?lo- 14',-10 0.187845 Sp(-30.541) __1.';0"550_- o=^gp1 _ _1goa---E!-a q=35.si K=s.6 407',-2 Value OfC j00 i3o 1^^r+u tSOMultiplying Factor 0.713 1 16 i ?!r51 - Job Numberl 14479 Report Description: Ordinary Group ll K-Factor Pt pn -FittinSs 4ll nuosenrruxo vn "azss.ze6 I I I t I I I T t I I I I I I I I I lp Job Number: 14479 Report Descripton: Ordinary Group ll Supply at Node IJf, 120 105 '6 gru () o- 15 9oo {o 800 1000 1200 16001400 Water flow, gpm 1800 2000 t Stal :ic Pres sure 135.0()0 \ \ \ \ \ \ GI-t71 i 4.71 @ 81 . \l 4.71 with hos,u, l' e streams \ \ I nand curve \ tltI LUI I N'::"":'-Ll Supply at Node 1 135.000 1615.00 @ 7.000 sy.r.. Fr.* oil;-- 81.968 s,/d.- o.-; ---464.71 @ 81.968 ffi ft*,'d d;ddr"rffi .) 714.71 @ 81.968 fu. o M.E:p.cAD, Inc.ffi auroseRrruxo vR va.i6a79o 0511412OQ4 1:01:51pM Paqe 8 lLn=*. r|fi eutoseRtNKo vR vs.z.os.796 0511412004 1:01:52PM flffi*o Job Number i44ZB Report Descriptlon: Ordinary Gfoup ll I I I I I T I I I T I I I I I l I I I Model F1 FR Sprinkter Types Standard Uorioht Standard Pendtnt Conventional Vertical Sidewall Horizontal Sidewall - HSW 1 Deflector Model FlFR Recessed Sprinkler Types Recessed Pendent Recessed Horizontal Sidewall - HSW '1 Deflector F1FR Fecessed sprinklers to apply water to a tire muCnrasrcf man standard sprinklers of the same temDeraitrerlt_faster than standard sprinklers temperature rat- ng. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed iriside a pre clseiy manutactured qlass caosule. This olass h rlh is sne_cisely manufactured glass capsute. ttrii glasi bulO is Jp* crarry constructed to provide fast thermal response. ihecially constructed to provide- fast thermil r.esponsJ. Product Description Re liable Mod els Fl FRand Fl FR RecessedSprin klersarequick response sprinklers which combjne the ciurabilitv of a stan dard sprin klerwith theattrac tive low pro file of adeio ra_ tive sprinkler. The Models FlFR and FIFR Recessed automatic sorin_ klers utilize a 3.0 mm frangible glass bulb. These sprini{ers navedemon strated re sponse limes in labo ra tory testswhich are flve to ten times faster than standard resdonse sorin_ !eq. This quick response enabtes the Modbl FlFR'and Bulletin 136K Model Fl FR Model Fl FR Recessed Quick Response Sprinklers Vertical Sidewall Application .. Quick response sprinklers ate used in fixed fire protec- F o f O),\ ngt*g" of parts are made of brass, copper aiO Ueryf fium nickel. . ft rynnat temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bub ble. As heat is ap plied, the ljq uid ex_pands, forcing the bubble smaller and smaller as th'e tiouidpressure increases. Contjnued heating forces the liquid topush.out.against the bulb, causing ihe glass to shatter, opening.the waterway and allorruinglhe delector to distir'br_- lne rne dtscnargtng water. - _lle lemperature rating of the sprinkter is identified by the cotor of tne ghss bulb. tion systems:Wet, Dry, Delugeor Preaction. Care rirust be exercisedthattheorificesize,tem peraturerating, deflector style and sprinkler type are in accordance witF the latest published standards of the National Fire protection Assc cration or the approving Authority Having Jurisdiction. QUrcK response sprinklers are intended for installation as specified in NFPA 1 3. Quick response sprin klersand stan_ dard response sprinklers should not b6 intermixed. Conventional The Reliable Automatic Sprinlder Co., Inc.525 Norrh MacQuesten Parkway, Mount Vernon, New york .10552 I T I t I I t t I t t I ModelFl FR Quick Response Upright, pendent & conventional sprinklers lnstallation Wrench: Model D Sprinkler Wrench Installation Data: tend ing be yond the deflec tor. Pendent Upright('l Conventional Sprin klerTyD€ Standard-Up right(Ssu) aiil pen dent ( SSD De ffectors Marked to In di cate position "K'Factor Sprinkler Hebt't Appro/al Organization Sprin lder ldent'ncaUon Number(SlN)rjs Mstric SSU SSPyi ( ftnm\SIan dad o.ificewffi W Npf (t %) jhread 5.62 81.0 2.f (&rm\1.2.3.4.5.6.7 R3625 H3615 1 1/ii' (Xtrr|m|t L.eirye Ot i frce wftt ya" NpT (R3i4[hread 8.0 I tc.J 2.3'(58nm)1,2,3,4,7,B F3622 R3612 7,,"(17rnrn) SmallOrificewitir u, NPI (M) IhreaO (i)4.24 61.0 2.54" (66rm)1,2.8 n.Joz.t R3613 %" (1onvn) SmallOr ificewifr ,'r" NPT (Rz) lhreaOtl)2.a2 40.6 2.54"(eFrrm\1.2.8 R3621 R361 1lommorifice XLH with R%"Thread 4.10 59.1 56.1mm 4,6,7 R3624 R3614 Con vendonal-ln stall in Up right orpen dentpo sitjon 1 ornmorifice XLH with R76 ]hread'lsmmstandardorificewitn /r" Npl (Fl%)'lhread &nm Large Or i fice wit'| 31" NPf (Ri4Ttiread 4.10 5.6 8.0 59.1 81.0 115.3 56-1mm 56.1mm 58.4mm 4,6,7 4.7 I I R3674 rIJb/5 H3672 0l Model FIFR Quick Response Recessed pendent Sprinkler Installation Wrench: Model RC1 Sprinkler Wrench Installation Data: I I I I I I I datatableforap provalsand di men sions. ,-'-+- -. ;l 2. Nominal Orifice Thread Size "K" Factor Sprinkler Height Approval e) Organizations Sprinkler ldentitication Number (SlN)Metric Yi@ffi)Y{ NPT (FT,K\5.62 81.0 2.2 (&irn)1,2,3,4,5,7,8 R36151%{(M$n),1" NPr FP/4)8.0 115.3 2.Y (58nm)1,2,3 R3612 f6" {1) (l tnm)WNngl")4.24 61 .0 2.54" (65nm)1,2,8 R3613 Z1!)1torm)W NPT (RYzl 2.82 40.6 2.54" (66nm)1,2,4 R361 1'1ftnm tr/8 4.'to 59.1 56,1mm 4,7 R3614 X lgentified by a pintle e)dending beyond rhe deflector.'-' Hetef toesCutch eon datata bleforan n/.rvale.n.t.ti m I I I I t I I I I I I I Installation Quick.response sprinklers are intended for installation as specified in NFPA 13. euick response sprinkleis anOstqrdaid response sprinklers shoulcj not Oe'rntennXeJ. - I he Model FI FR Recessed euick Response Sprinklers are to be installed as sho\ffn. The Model Fl or fe fsiuicfr eons illustrated_ are the only recessed escutcheon, to Oeused with the Model F lFR Sprinklers. fhe use oiinv otfi.irecessed escutch eonwillvoid allap provalsand ne jateall warranties. ^ When in stall ing Model F1 FR Sprin klers, use the Model DbprinKter wrencn. When installing Model FlFR RecessedSidewall Sprinklers, use the Model GFRl S;rj,ii6;wrencn. Use the Model RCi Wrench for instalilnb F1FR leceqled Pendent Sprinkters. nny oner ty[Jot frrenctrmay oanage these sprinklers. Approval Organizations 1. Underwriters. Laboratories, lnc. z. unoerwrfers' Laboratories of canadaI l-g9tory Mutuat Research Corporarion4. LOSS Hreventton L;ouncil I il13,9f;,ffilS'i8';13 f,fr rrD 162-1 1. V,eJpand der Schadenversicherer -' B. NYC MEA 258-93-E ULI Listing Category Sprinklers, Automqtic & Open eurcK Hesponse Sprinklei ULI Guide Number VNIV Temperature Ratings Maintenance The Models FIFF and FIFR Recessed Sprinklers should be inspected quarterly and the sprinklei.svstem maintained in accordance with NFpA 25. Do not clean sprinklers with soap and water, ammonia or anv otfrei clean ing f Iu ids. Re move dust by us ing a soft brush ar qen_ tle.vacuuming. Remove any bprink-ler wnicn nas O'eenpainted (other than factory applied) or damaged in anv qey. A slock ol spare sprinklers should be malntained tilallow tuick replacement of damaged or operated sprirF Kters. Hnor Io Insta alion, sprinklers should be majntained In.tne.onglnat cartons and packaging until used to mini- |mrze me potenttat tor damage to sprinklers that would , cause improper operation or nonop6ration Sprinkler Tvoes Standard Upiioht Standard Pend'ent Conventional Sidewall (Vertical, Horizontat HSWI ) Recessed Pendent Recessed Horizontal Sidewdl HSWl (1) Other fin ishes and colors are available on spe cialorder. ^ Consult the factory for detajls. ''' FM Approval js lim rted to bronze and brass, chrome or blackplated finishes only. Ordering Information Soecifu: 1. Sprihkler Model 2. Sprinkler Tvpe 3. Orifice Size! 4. Deflector TvpeType I I I I I 5. Temperatuie Ratino 6. Sprinkler Finish 7. Esctrtcheon Tvoe& Escutcheon Firiish (where appticable) Note: When Model F1FR Recessed sprinklers are :l1gr."^9r 9" sprinkters and escurcheons d,ie paci6gdJseparately. Theequrpmentpreseated In this bLlle lir is-to beinsla Jed inaccordancewithhe rat e$ oerl,nenrstandardsoltheNa,ton",rn""roo","**".,]lJI-1,^,l,I]-corporat:o.,orotheISimi'arorgan|zationSanoa|sowir,tneprovis'Jniiig;u;i"n'i"n."."od"solord|nanceswheneuu,"oo,'jJ3F|."nossociaiion'FacbryML ;1""9$"'1"fiil:l?*1:*",:t":iyirYi",t?t#ilif,!"*?l".Ti#,s*:'ft*:flj[T""#"?LTrs0vears,andareinstaredandservicedbyrhemosthishryqua]ifiedandreputa- The Reliable Automatic Spddder Co. . Inc.@'w(800)431-1s88 (800)848-605 1 (914)668+470 www.reliablesprinkler,coan Sales Oflices Saies Fax Corporate Offices Intemet Address R€vision lines indicale updated or new dala EG. ftint€d in U.S.A. 12,tr0 p^9999s/0o27 Finishes (')(a Bright Brass Black Plated Black Paint Ofi White Satin Chrome Bright Brass Black Plated Black Paint Off White Satin Chrome 57 dt 79 m 141 135 155 175 200 286 r00f (3eq lmf (3aq 1sof (6eq 150.F (6eq zsTlloPq (l) Not available for r""u."udloi-inh"r". Escutcheon Data 1,2,3,4,5,7,8 Manufactured by lFEECA BACKFLOW PREVENTIOH DOUBLE CHECK ASSEMBLY I l I I I I t t I I T I I I I I I I I Characteristics Physical Propefties Size of Mainline Max. Working pressure Hydrostatic Test press. Temperature Range End Connections Materials Main Valve Body Coating Shut Off Valves Trim Elastomer Discs Spring Clamp Application Non-Health Hazard Options o UL/FM OS&y RWo Wye - Strainer 2112", 3, 4,6", 8", 10" '175 PSI (1200 Kpa) 350 PSI (2400 Kpa) 32o F to 1400 F (0o C to 600 C) Flanged ANS| 8i6.1 Ctass 126 Duciile iron Grade 6545-12 Fusion epoxy coated internal and external, AWWA C5S0-90 NRS resilient wedge gate valves AWWA C509 Bronze EPDM Stainless steel AWWA 606 Gate Valves MODEL 850 DOUBLE CHECK ASAEIIBLY Agency Gompliance . Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern Califiomia. - 2112" - 8" (Hor,zontat & Verticat Up) . ASSE ( Std. 1015) - 21li' - 8' (Horizontat & Verricat Up), 10" (Horizontal) . ANSI/AVIAI/A (C510-89) - 2,/z', - 8" (Horizonrat & verticat Up), 10" (Horizontal) . CAN/CSA (864.5) - 2y1 - S,, (Horizontat & Verricat Up) . cUL - 2%'- S" (Horizonlat & Verticat Up) . FM Approved* - Zrl,. - 8" (Horlzontat & Verticat Up) . UL Listed* - 21l," - B" (Horizontal & Vertjcat Up) ' Less,gates not FM approved. Less gates not UL listed unless instalted with ULlisted gate vah€s. U.S. Patent No. 4,989,635 Model 850 Flow Gurves 2tz" and3" 6" Minimum Refer to Local Codes o El! MOOEL 85tl VERNCAL I STALLATION -a) =4n o ;E ID = 15 -at,9ro ois .DoT 0 4" and 6"15 10 5 0 8" and 10" SOOO GPM MASEER" I t I I I t t I Model850 t I I I c (U.S. - lnches) stzE Lir ln" I I (Metric - trlMl I - With NRS Gate Vatves I Note: Dimensions ar€ nominar. Atowances musr b6 made for normar manufacturing torerances. FEBCO Backflow prevontion PO. Bo,( 8070 . Fresno, CA 93747-8020 I I I I t _ 559 252-0291 . Fax: 5S9 453-9030 . www.cmb-ind.com. ww'.FEB11ontine.com I 55860 @fi Copyrr'ght 2001 CMB Indll3tie6, Inc! Gltll Industries,Inc, A United Dominlon Company ISO 9001 Certtfted Dimensions and Weights A B I{ET (lbs.) NET (lbe.) D G H NRS osSY 850 Top View slzE NET (ks) t{ET (kel D G H NRS os&Y1035.05 647.70 azo^os 1063.63 650.88 327.03 1174.75 711.20 365.13 1422.40 882.65 479.43 1651.00 1060.45 596.90 18rf4.68 1177.93 698.50 114.30 114.30 139.70 165.10 177.80 228.60 1 1.1 1.2 2 2.1 2.3 4 4.'l 4.2 5.1 Body As36 cR 6s4s-i2 Pipe Plug calv. Steel Bushing (2r[ -4 only) BrassCover A536 GR 65-45-12O-Ring EPOM ASTM D2000 Cap Screv/ Plat€d Ste€l He)( Nut pbted SieelSsatRing B5A4 Altoy C93600Gasket EPDM ASTM DAO00Arm BSS4 A[oy C83600 aushlngFswing pin Aceial Resin Sl,ving Pin 904 SS Rela,ning Clip 302 sts Retalning Clip 302 SSCtEd(DiskAssy EPDM Coat€d GR. 45 Ductite lron with type 3O4 SS sbm 7 Load Pin 304 SS8 Lwr Spring ReFlr B5S4 A[oy C836009 Spfing Stem 304 SS9.1 Elastic Stop Jam Nut l&dSS10 sprlng 4313 Type 631 Ss'1't Spring cuid€ B130A oy CA2000'12 Uprspring Retnr 8584 Alov C8360012.1 Bushing-Spr. Slem Acetal Re;rn'13 Pivot Bearing B5g5 A ovCS360014 Ftange casket Rubber/F;bric15 Eearingsocket AcetalResin16 Hex Jam Nut l&e SS17 Washer 302 SS18 Flange Nut ptated Steel18.1 Flange Nut plated Steol19 Cover ff6sdEpo(yCoaH24 Boh ptated Sreer 24.1 Washer phted Steet25 Bolt plated Steel26 Gssket EPDM ASTM D200035 GRing EPDM ASTM m00035.1 Back-Up Ring AcetiatResin36 Coler BS84 Alloy C8960040 BaflVatve BS84 A oy C8440041 Nipple B|ass41.1 Nipple Brass41.2 Nipple Brass42 Gale \'bhre AWWA C50960 rd Ptate m6 Altoy c2600062 Drivescrew SS70 O8rIp AVn/VA606 (10" Onty, Not Sho$/n Above) t t I I I I I I I I I I I I I I I I I (14, -1rf) 1819 clarkson Road For additionar information. t\;ln5:1 chestertield, Mo 63017 "9"1i"1-y""ii"r.l^:::":'i^,-,, ^, c(Ut)us Q.- U E+'vEo6Err*tEccl/lcAN' !XT]3rr..#g-*., i.fllri*i::li#.)';."'-r'6ft ,Y);$*- A@"o'punr ffi carr(800)882-4666 <y> IFPEOVEDAll inlormation contelnod h FM Approved and UL Listed Sprinkler pipe Bull Moose Tube Company is a recognized producer of quality pipe products. Our Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tube made the decision to have them approved and listed for your peace of mind. Our Sch. 10 and Sch. 40 have been through the same rigorous testing as our other fine pipe products. Bull Moose Tube's Sch. 10 and Sch. 40 pipes are made to ASTM A13S and ASTM 4795. These products are typically supplied with our protective coating but can be supplied without the coating so they can be hofdip galvanized to meet FM requirements for use in dry systems in accordance with the zinc coating specifications of ASTM 4795 or ASTM A53. 1 1-1t4 1-1t2 2 2-1t2 a 4 1.315 1.660 1.900 2.375 2.875 3.500 4.500 1.097 1.442 1.682 2.157 2.635 3.260 4.260 0.109 0.109 0.109 0.109 0l2a 0.120 0.120 1.40 lbs/ft 1.81 lbs/ft 2.08lbs/ft 2.64 tbslft 3.53lbs/ft 4.33 lbs/ft 5.62lbs/ft 61 37 37 37 37 24 19 0.133 0.140 0.145 0.154 1.68 lbs/ft 2.27lbslft 2.72lbslft 3.65lbs/ft ff:ffilHHEHl;iL!'?i"?lllli"',iil'ili:""j"*T: :',:"i :: iiq{Fi:liliJSLrrovide a reak-tisht seat ror rhe sasket, pipe surraces shourd berree Trom Inoenl"rons and Droiections frol1"^.ld_ "j lh" ?ipe ro the groove. Al.toose paint, scare, dirr,;ip",-J:#", ",iiirJi'#fj#';#:,"r,:lffl;;to installation Failure to taie ihese important steps may r6duh in impioper coupling assembly, causing leakage. Also, check the manutacturer,sinstructions for the specitic fittino useo. t I I T I I I I t I I I I t I I I I t oo * TABLE 2c. Bifie$sisns and physical Charrcterislics st Copper Tub6; TypE M TABLE 2d' n;r:rrflsi0n$ and physical tharaeterisrics ol copper Ture: 0MV {0rain. waste and ve8r} Nominal or Standard Size, inches Nominal Dimensrons, inches catcuffi 0utside Diameter Inside Diameter Wall Thickness uross Sectional Area .of Bore, s0 Incnes Weioht ofTube-0nly, pounds per linearft Weioht ol Tube & Water p0un0s oer linmr fl Contenls of Tube per linear ft Cu ft I ert1'h I O/J 1.295 .040 .650 .00917r.oli 042 1.87 .809 1.62 .0130 noTJ21. tzJ 2.041 .042 3.27 1.47 2.48 .0227 .17033.12 5 3.030 .045 771 1AO 4,81 7.88 .0501 .0806 .375 .603 4 4.125 4.009 ,058 1.6 2,875 6 .t.Yo I .472 _Je.s 4.43 12.9 - IJJ 1.016.125 5.959 .083 27.9 o. tu 18.2 .194 't.45fl7.907 .109 49,1 10.6 31.8 2.s5 .,, @ @*@ I I I I I I I I I I I I I t I I T I ictauhc' An @ 9001 certified company PRODUCT DESCRIPTION VictauLic Mechanical-T@ Outlet provides a direct branch connection at any location a hole can be cut in pipe. The hole is cut oversize to receive a "holefinder" locatlng collar whi.ch secures lhe outlet in position perma- nently. A pressure responsive gasket seals on the plpe O.D. Cross-type connections can be actrieved by utihzlng two upper housings of the same style and size, with the same or differing braach size con- nections. NOTE: Style 920 and Style 920N housings accordance with ANSyNSF 61 for cold +86"F (+30.C) and hot +180"F (+82"C) NOT RXCOMMENDED FOR PETROLEUM SERVICES. 0 Grade "T" nitrile Nihile (Oralge color code). Temperature ratge -20"F to +180'F (-29.C ro +82.C). RecorrEnended for petroleum producLs, arr with oil vapors, vegetable and mineral oils within the specined tempera- ture range. Not recom- mended for hot \a'ater seffices over +150"F (+66"C) or for hot dry at over +140.F (+60'c). (HDPE) pipe. Pressure rat- ings on HDPE are dependent on the pipe rating. Contact Victaulic for radngs on other pipe. Style 920 and 920N are not recomrnended for use on PVC plastic pipe. Standard piping praclices dictate that the Mechani- cal-T Styles 920 and 920N must be instaUed so that the main and branch connec- tions are a true 90" angie when permanently atiached to the pipeline sutfuce. *Services Iisted are General Ser- vice Recommendations only. lt should be noted that there are services for which thqge gaskets are not recommended. Refer- ence should always be made to the latest Victaulic Gasket Selection Guide for specific gas, ket seryice recomm endations and for a]isting of servrces which are not recommended. Bolts,/Nuts: (Styles 920 and 920N) Heat fieated carbon steel zinc plated to ASTM 8-633, uack-head conformrng to physi- cal propedies of ASTM .4,183 minimum tensile 110,000 psl (758340 kPa). See chatt on page 4 lot pressure ratings. MATERIAL SPECIFIGATIONS Housing,/Coating; Ductite iron coniorming to ASTM A-39b, grade 65-45-15. and ASTM A- 536, gEade 65-45-12, with orang,e erurmel coatrng. O Optional: Hot dipped galva- nized Gasket: (Specify choice*) O Grade "E" EPDM EPDM (Green color code). Temperature range -30.F to +230'F ( 34"C ro +110.C). Recommended for cold and hot water service within the specifr ed tsmperature range plus a varief,y of dilute aclds. oil-&ee at and many chemi- cal services. UL Classified ur Styles 920 and 920N Styles 92O and 92ON Mechanical.T@ Bolted Branch Ouilets cannot be mated to achieve a cross connectlon. Sryle 920 and Sryle 920N Mechanica.l.-T outlets are available with grooved or female threaded outlet. Spec- i$r choice on order. Units are supplied painr,ed with plated bolts. Galvanized housings are available, supplted with plated bolts. A1l sizes of Style 920 and 920N are rated ar 500 PSI (3450 kPa) working pressure on steel pipe. They may atso be used on hlgh density poly- ethylene or polybutylene viclaulic@ world Headquaders ' P.0. 8ox 31, Easton, PA 18tx4-0031 . 4901 Kesslersvi e Rd., Easton, pA 18040 . 1-800-ptcK vtc . FAX: 610/250-8817 . www.victaulic.co,rl 1480 Fev E ji/Do @ Regisl€red Trademarkofvictautic @Copyright tgsgvcrau|c pinted nustI I I t I T I I T t I I I I I I I I I I F-Y--_--}]F-z---+l| = ttl:l'6l qiW(>i - )<iJ @P\ZJ H Styles 920 and 920N w,lcrooved Outlet lT-r---l | --r II'@l{WW '1X - K+i @r\zi Fa DIMENSIONS Styles 92O & 92OH Slyles 920 and 920N dFemale Thread€d Oullel NOTE: Style 920 and Styte 920N hous. ings cannotbe mal€d to achieve cro3s connectio|ra. These new size Style 9A0N products require a ditf€r 6nl hole size than th6 StVi6 920 it replaces. tor p.o;er installalion- Use caulion lo assufe th€ propersizs hole is prepared lof the specific sEe ano styte used. Failure to use lhe proper hole size could resujt in ioinl leakage and property darnage. stzE Run X Branch Nominal Inches 46lL!${fti|] Slyle No. Max. Work. Press. PSI t{Pa Dimensions - Inches/ff it1;lnsio|.r,Aprx, Wgl. Eaeh Lbs.rx* { Hole Dia. +0.13 -0.00 I Fem. I I Thd. I crv. lvlvr* I +d I t w z Fem. Thd.Grv. ..3 I I13)920N 500 3"!r,C 1.50 i;ii j 2.00 '':: | -4.91 1i_r:i 2.50 3.1 x {. la)x ati r1 /ll,?-r lr9fl 1.97 #&f:"'.\F aa1EI 2.1n frx 1 (a)x:j3,;920N 500 :ti1,ijlj 1.50 :!ii. i 1.81 1]ii ''rttt I . 1.63 4.91 :.:1) 2.75 i!:. 3.0 :,4tk\qf 42 ,t -.geoN Jq?,{:)4 t .rc )0 .63 4.91L,:1 3.00 3.5 JLx I1h la) Ix ,ti.:.j 920N 500 'J<i:.-r t./c 44.5 2.O3 ]j? 2.75 7ii 3.12 'Ll. 4.91 1i'., 3.2s ri:i 3.6 3.2 ?: i \tt 920N 500 1.50 'li:i.l ta, 2.74 7:) 1 .42 4i 5.14 ',:1)2.75 3.0 i .,1.x yl la)920N 500 l:t1!a;;' '1.50 'lr:i ! 2.18 i>:, 2.74 ;.:1.82 -i1i 't'i I 2.75 :t)i.lx | (al :< :.i:'. 7 920N 500 ::;4:;i: 1,50 3i'! i 2.06 2.74 :4.: 1.82 5,14.,tti 2.75 :i:2.9 !..1 X t^r\a)920N 500 r)aal:.: 1.75 2.N!:!,3.00 /r-: 3.2s :,t 1.82 5.14 1:ii 3,00 tf: 3.5 3.2 X thr \a) "t1il 920N 500 -i.ii;r.r 2.AO iii.i + 2.27 iiir 3.00iii 3.25 1.82;:5. t4 3.25 ,::; 3,6 3.3 :,ii 76,1 mrn x h(a)\:1.,i 920 300 t.tk',4 1.50 ilii ! 2.22 2.75 2.25 iii 6.50 ! aii 3.18 ai', 3.9 x y4 (a)x l:€ ?9N 300 :.n',; 1 .50 t:ii 1 2.19 .'ij 2.75:i:2.25 ii? 6.50 3.1 3.9 x r (a) X,i'J,a s20 300 ,l.j,,ll; 1.50 .*. : 2.O7 ilai 2.75 ,'ai 2.25 a7 6.50 I f:'j 3.18 3,8 x .ll/1 (a) I 920 500 :i.i:d: 2.AO :i0.i) 2.69 i:{; 3.50 r';i 3.50 :ie 2.25 6.28 !r.;i' 3.63 4.4 .a,,:: ^ ra (a)x 4il.:,920 500 :)1:trl 2.00!,l aJ 2.69 5i) 3.50 Ji) 2.25 6.38 if;'j :)(: 4.4 4.4 ',.: i)J x ,hla) *1. x ;'.t.:.t 920N 500 :t.:ti:i 1.50 .lii i 2.53 ?:i 3.06 )a 2.?9 .'.d; 5.75 t4i; 2.75 !1i' 3.4 X sa (a):al 920N 500 :)t!:ai 1.50 .iii.1 2.& i:.J 3.06 i:l 2.29 ..:ii 5.75 ,1i; 2.75 ii.:i 3.4 x 1 (a) .ii,r 920N 500 :i:i:.j 1.50 i:itj,: 2.37 t:lj 3.06 ,'3 2.29 ai) 5.75 \ !,?) 2.75 X th@) r42.". ia],j 920N 500 ri,ijii) 1.75 44,5 2.54 3.25 ,;:i 3.56 '.J!.: 2.29 :i{i 5.75 i 4ii 3,00 38 t.il X 1'h la) 'l ,:it.:1ii;i 920N 500 2.U)it,i:2.77 ii:) 3.50 :j:) 3.56 :.1: l 2.29 :Jii 5.75 :4ti 3.25 ri:i 4.1 3.8 i:jx z {a)x a,ij .i 920N 500 3"iac 2.50(il.i'2.74;t 3.50 iar 3,56 iljl 2.29 i,rj 5.75 3.88 4.9 4.6 !1 t"'1 f;. 2\.?)920N ,i,T. I l;ig 3.03 3.56.,'t;9n I q91 2.75ii'x Y. (a.)X ::il.i 920N 500 li..lr'il 1.50 lrii i 3,00 il.j 3.56 :.'2.69 6.69i;i;2.75 ;'i:.''., xr(a)x .a:),:920N 500 :iiaril 1.50 :i{i.1 288 ;:lj 3.56 1::) 2.69jii;6.69j:i)2.75 i:i 3.6 :.,j a l!4 \a) r 920N 500 :i.:)a 't.75 44,5 3.O7;ii 3.78 :\i: 4,00:.!:l 2.69 6.69 I l:)3.00 4.0 3.6'!,iix tV2@)lx,ii::]:i:,)920N 2.00 a]'t ti 3.24 .i.i 4.00 t.):r 4.00 iir:2.69 6.69 lirl 3.25 ii'j 4.2 :i i) 3.S ^ z\a)f X {i! ii 920N 500 ;l:ir: 2.50 6ir: :; 3.24 4.00 1C:r 4.00 1r)2 2.69 6.69'lii:3.88 :)r) 5.0 :a,'i 4,6 zn \a) r :.:: i:920 500 :l4rj1: 2.75 a.r:; r; 3.06li.4.00 ta: 4.00 .1i2 2.69 ii:i 7.25 11i4 4.63 t it: 5.8 5.0 !,:' X 76,1 mm I 920 500 :,,ii.:,:j 2.75 C:r '.r 4.00 :.l 2.69(i.7.25 4.63 ljli 6.4 2,ii.r( J(arT I1 iirt) |920 500 j.i1;a: 3.50 iiit it 3.50 1li 4.50.'.',,4.13iii 2.69 i;t 7.25 5.25 1it:3 8.4 6.4?t108,0 mm X 1 /a (a)x 1,,.4 920N 500 .j;.4.J 1 .75 3.06 1i) 3.78 :)il 2.63 7.25 :$'1 3.13 3f, q9 tn\a) ,_!,: j 920N 500 ::!ri:,:) 2.00 i;i.$ 3.28 ;:i 4.00 I il:::i;,7.25 I $:i 3.38 lti 5.0 ?.iili 1\a)x 6i 1l 920N 500 a;44.1 2.50 i:.:r I 3.24ii:4.00 rf::2.63 {:.r 7.25 4.00 ti;:? 5.6 X zY2 @);.).rj 920 500 ::.':;4, 2.7 5 ii-u !,','t-r 4.00 ii)? 2.63 7.25 \tll llia 5.6 :,.:; ^ J (a)x ani.i; contanued on oE 92A 500 ;:,.tii 3.50 ,J.,! :) 4.00 It;l 7.25 ill.i 5.00 1i)? 6.5ll 11.O2 - 2 notes on page 3. ictaulic' 'M Nq.003 -.e No. 001 I I t t I I T t I t t t t I I t T An @ 9001 c8rtilied company PRODUCT DESGRIPTION DIMENSIONS FirelockrM products com- prise a unique system spe- cifically designed for fire protection servj.ces. Fire- Lock fuli-flow elbows and tees are a CAD-developed, hydrodynamic design that has a shofter center-to-end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow charactenstics as standard full flow fit- tings. FireLockil Fittings Firelock fiftings are designed for use exclu- sively with Stfe 005 Fire- Lock couplings. Use of other couplings or flange adapters may result in bolt na.l interfaran.a Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic Fire- Lock Style 005 couplings.@*@ Se€ Viclaulic public€lion 10.01 fo. deiails. l*c to E1-ffi _w No.00l FloE_lW No. 002 003 T 005 stzE Nominal Inches No.00l 90" Elbow No. 003 45'Elbow No. 002 Slraight Tee No.006 cap CioE Inches Ap.x. Weight Each Lbs./ht CtoE Inches AprI. Welght Each Lbs.&t CtoE Inches Aprx. Weight Each Lbs./kq Thickne6s lnches Aprx, Weighl Each Lb6./J<g 1Y. .). 2 4.82 0,3 1Yz 0.82 o.4 a).? 2 il!.: i; 2,15 ::_l 17 200 :) 1,8 2 75 2.4 0.88 0.6 ii.:i ztb i 1 a.:: 300 |.. 3. r 2.?5 2.2 1 :.) 3.00ii!3.6 0.88 :2 1.0 it .l /o. I mm 300 ii) 330 2.25 2.4 li 3 3.38 4.4 I,li 2,50 3.1 3.38 5.3 o,8B ;2 4 , :1.ii 4.00 ta:! 6.7 ?i: 3.00 5.6 21. 4.00'il?8.7 :l rr 1,00 ,':24 :l 5 'r,1.:l 4.88 '21 12.6 325 ;:j 8.3 :i: 4.88 l'l 15:7 1.00,':::4.1 6 l atii :l 550 I .ii j 1 8.3 ii .i 3.50 11,.: 11 .7 ],..i 5.50'i,;il ?2.7 1l) | 1 .00 5.9 I . t':ai 1 6 8',1 :!. 25.5 '|1 !): i,!:l ?0,4 6.94 : iii. 38.7 1.13 12,! I t viclsulico world Headquarters' P.0. Box31. Easton, PA l8044-0031 . 4901 Kesslersville Rd, Easton, PA18040 . 1-800-ptcK vtc. Flu:6'10250-8817 . wv ,,/vichulic.c0m 1539 Rev.c 3/ol o Reg6tered Tmdemark of Vtcaaufic @ Copyrigh I 999 vicEllc Prinled in U.s.A. T I +'ffirGa'l#rffi I FLOW DATA MATERIAL SPECIFICATIONS Fitting: Ductile iron conform- ing to ASTM 4-395, grade 65- 45 15, and ASTM 4-536. erade 65-45- 12. Fitting Coating: Orange enamel O Optional: Hot dipped galvanEed This product shall be manufactued- by victaulic company, Allproducts, shaltbe installed in accodance with curent victaulic Instalation/ass€mbty inslruclionsvictaulic teserves the righttochange product sp;cirrcations, designs and siandard equjpment wtthoLrt noticeand witholt incurring odigauons. 10.03 2 stzE Nominal Inches .4clua! mor Frictional Resistance Equivalent FeeU'n{!*i$ of Straight Pipo 90" Elbow No.001 45" Elbow No. 003 Straight Tee No. 002 Branch Run 2 )ic.'j 3.5 1.8 i.., 8,5 3.5 i.: 21h /a+4.3 10.8 4.3 1.r 76.1 mm 4.5 ':.,1 il. ij 1 1.0 4.5t.l 3 t:ir li 5.0 iil 2.6 ,:,t) 13.0 i i:: 5.0t:; 4 1.,': I 6B 3.4 :.(;6.8 l.^1 5 1,. :.4 8.5 4.2 21 .A:ji 8.5 .,.d 6 11j,r': 10.0 5.0 25,0 i.4, 10.0 8 .' i';. i 13.0 4 !.!99 33,0 :ri. l 13.0 .i.i. is based upon the pressure drop of I T t I I I I I I I I I T I I I I T I An @ 9001 certified company PRODUCT DESCRIPTION ictaulic' Firelockrv Style 005 rigid coupling has a unigue, pat- ented angle-pad design which allows the housings to offset whiie clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. The Firelock couplings provide rigidity for valve connections, fue mains and long straight runs. Support and hanging req[irements correspond to NFPA 13 %pw@ Victrf*"g# System Spnnkler Systems. Algle- pad design permits assem- bly by removilg one nut/ bolt ald swinging the housing over the gasket. This reduces components to handle during assembly; speeds ald eases installa- tion on pipe grooved to Victcau]ic specifi cations. Style 005 Firetock cou- plings with tJ.e Vic- Pluem Gasket System are designed and rec- ommended for use 9 LPC and VdS App@ved, see noles on page 2. DIMENSIONS ffit ffi(W/WlWvlpvq [m/ Rated Ior wet and dry spdnkler systems at 350 P$ (2413 kPa) fc t|/t - 4' (42,4 - 114,3 mrn) sizes and 300 PSI (2068 kPa) for 41/a - B' (i08,0 - 219,1 mm) sizes; Schedule 10 roll grooved or Schedule 40 cut or roll gooved steel pipe. Style 005 is dg'id does not accommodate 6xpan- sion, contraction or angular deflection. Victaulic@ World Headquarters . P.0. Box 31 , Easton, PA 18044-0m1 . 490i Kesslerwille Rd,, Ea$on, PA 18040 . 1-B0GPICK VIC . FAX: 610/250-8817 . www.victaulic com Style OO5 FireLockrM Rigid Goupling with Vic-Plus* Gasket System ONLY on fire proteetion systems. Vic-Plus Ga6ket System: Victaulic@ now offers a gas- ket system which requires no field lubrication. The Vic-Plusru System (patent pending) is dry clean, and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of overlubdcation. Paienled fot S SIZE Nominal lnches Max. Work. Press. S PSli/kF3 Max. End Load Lbs.'tt, Allow. Pipe End sep' t In./,grn @ BolUNut No. - Size lnchevrYr,r! Dimensions Inches/mrn Aprx. Wgt. Ea. Lbs./ktXz 1% 4?.1 350 t: !11], 755 ::,.,/a: 0.05 'a -,]2-9aX2 2.75 ii. 4.50 I :.r 1.88 t4ia il.l, th {ir. j 350 :r11.) 990 ,14 i', 0.05 2-!eX2 3;o, o 475r!1.88 I"ii, 1.2 tl.:; 2 iir'j 350 1550 .).)tt: 0.02 2- X 2Y2 3.s0 5.25',!)1.88 l.i;i 1". / 21h : ti) 350 2270jili lC 0.07 2-laX21/z 4.00 :t), 5.75 1.88 1.9 76,1 mm 350 :),i1.1 2475 : ;t 1i) o.o7 2- X 2Y2 i::it 5.75 :4e 1.88 1.9 3 !,t,) 350 :i.i l3 3365 . -l.kt a.a7 2- X2k 4.63 l t.i 6.13 r:iii 1BB 2.1 4 : i4:a 350 la.i i7 5565 ,:,i7 i() 0.16 2-%X2Y2 5.75 1. A.t: 7.25 !ai 2.13 108,0 rnm 300 '.'l)(it 4255 :t!l.ic 0. 16 2-faX21h 5.63 7.25 2.13 a4 3.1 5j41,li 300 ;!:a,ti 7290 3241.i: 0.16 2-VzXTla 6.88 17ai 9.00 ;:2il 2.'t3 4.5 ;.i) 133,0 mm 300 2:i)a;a 6495 :tf)3ilil 0.16 2-1hX2l+6.63 rltri 9.00 ;:::ii 2.13.\4 'i.lr '139,7 mm 300 t:.k:g 7125 :] tj t:) 0.16 2-1/aX?Ve 6.88 9.00 .r:i.r 2.13 4.8 :).?. 6 :4U,:1 300 i:.ii$ 10340 .iiiil:ii: 0.16 2-thx2va 8.00 :lii; 'r0_00 ,.t".1 2.13 5.0 159,0 mm 300 9200 liiiir ) 0.'16 4. i 2 7a X 4Vt 7.63 10.00 ;:,4 2.13 5.5 165,1 mm 300 9955 :4'.1)at 0.16 2-1/zX2lt 8.15 '.'ai1 10.00 ;i.:2.13 :,.: I j 1ii. : 300 2i4(i 17525 i?t)t:a) 0. 19 2- X 4Y1 10.50 13.13 'i.i-!ir:, 11.3 :!.: ' @ S I Refer lo notes on page 2. 1538 Hev E 10/00 @ Reg stered Tmdemark ofVlcraulc e Copyr ghl lgixl Vicla|rl,c t T I I I I I I I I I t I I I t I t I MATERIAL SPEGIFICATIONS Elousing: Ductiie ton conJorm- Inc. and Approved by Factorytig to ASTM A.-395, g|Iade 65- Mutual Research for wet and 45-15, and ASTM 4.-536, grade dry (oil free air) sprinlder ser-65-45-12, vices up to t}te rated working Iloucing Coatin$ Orange pressure using tlie Grade "8"enamel T}pe A Vic-Plus Gasket Q Optional Hot dipped galva- System, requiring no fleldnized lubdcation. Casket For dry seryices, Victaulic O Gnde "E" EPDM - Type A continues to recommend the Vic-Plus Gaskst SyEtEm i use of Grade "E" Tylre A (Violet color code). Ftelock FlushsealG Vic-Plus Gasket products have been Listed by System. Contact Victaulic for Undervriters Lahoratories details. Bolt8/Nuts: Heat treated car- bon steel, zinc electroplated to ASTM 8-633; Tlack head bolt conforming to ASTM 4-183 minimum tensile 110,000 PSI (758340 kPa); Flanged hex nur contorming to ASTM .4-563, Grade A. t Standard gasket and Ftushseat gaskel approved for dry pipe systems to -400F(-40'C). Supplemenlal lubricant is rec- omm€nded lor services inslalled at or continuously operating below O.F Cl8'C). Victaulic continues to reconF mend the use of Flushseal gaskets for ory serv|ces. The information provided below is based on the latest listing and approval data at the time of pubhcation. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contad Victaulic forperformance on other pipe and the Iatest listings and approvats. 5 refers to Listed/Approved Schedule 5 steel sprinkler pipe. 10 refe6 to Listed/Approved Schedule 10 steel sprinlder pipe. 40 r€fels to tisted/Approved Schedule 40 steel sprinkler pipe. BLT refers to Listed/Approved steel sprinkler pipe manuJactuted by American Ttbe Company. DF refers to Listed/Approved Dyna-Flow steel spankler pipe manufachned by American Ttbe Company. DT refers to Listed./Approved Dyna Thread steel spnnkler pipe manufactu-red by Amarican Tube Company. EL refers to Listed-/Approved Eddylite steel sprinkler pipe manulactured by Bull Moose Tube Co EZ relers to Lis led./Approved EZ-Flow steel sprinkler pipe ru.an ufactured by Nofthwe6t Pipe & Casing Co. SF refeF to Listed/Approved Super-Flo steel spriDkler pipe manuJactued by Allied Tube and Conduit Coltr|oration. SL refers to Listed,/Approved steel sFrinkler pipe manulactured by Westen Tu-be snd Conduit Corporation Super 40/XL refers to Listed/ Approved Super 40 or Super )9" steei sprinkler pipe manufuctured by Allied Tube and Conduit Corporation. i ILS refers to Listed/Approved steel sprinkler pipe mauufactued by \ /heatland Tube Company. XL/)O--II refers to Listed/Approved }(I, or XL-ll steel sprinkler pipe manuJactured by Allied Tube and Conduit Corporation. 10 02 2A Raled Worklng Pre6sure Ratsd Working Pressure Pipe Schedule Slze Inch€s UL ULC FM Pipe Schedule Size Inches UL ULC FM 5 1V.3 175 175 ttc EZ 4 300 300 300 10,40 1V.-4 350 3s0 350 6 1/5 175 '175 5-8 300 300 300 SF 1%- 4 300 300 300 BLT 1%-2 300 300 300 Super 40 1Vt-2 300 300 300 DF 1Y4-4 300 300 300 TL 1Y.-2 300 300 300 6 175 175 WLS 1Y1 - 2 300 300 300 DT 1Y.-2 300 300 300 xl/xL-tl 1%-3 300 300 300 EL 1Y. 2 300 300 300 NOTES; NOTES 'working Pressure and End Load are total, from allinlornal and externalloads, based on standard weight (ANsl) sleelpipe, standard .o or cut grooved in accof-dance wrth Victaulic specifications. Contact Victaulic for performance on other prpe. WARNING: FoB oNE TIME FIELD IEST ONLY, the Maximum Joint Working Pressuro may be jncreased to i2 times the ligures shown t For field inslallation only. FifeLock Styl€ 00S couplings are essentially rigid and oo not accommodate expansion/contraction. @ Nlrnber of bolts required equals number of housing segments- Metric thread size bolts ar€ available (color coded -gobi lor all coupling sizes upon request. contact victaulic lor details. S Siyl€ 005 couplings are VdS and LpC Approv€d to 12 Bar (175 psl). WARNING: Piping systems must always be depressurized and drained before attempting disassembly and romoval of any victaulic piping products. lhis product shallbe manulacnrred byviclaulic c4mpany. Allprcducls shall be jnsta ed in accordsnce with curent victautic instalaliortassembty instruclions.viclaolic reserves ihe.iohlto change produd sp;cifc;tuns, designs a.d standard equipnenr wirhoui;oiic;a;;;ih;; incuning obligarions. 10.90 - 2 I I I t I I I I I I I I I I I I I I t ictaurlic' An @ 9001 certjfied company PRODUGT DESGRIPTION Sizes 2% - 3" @*@ Series 717 FirelockrM check valve is a CAD- developed design that is hydrodynamically effi cient. A totally rubber encapsu- lated disc on 4 - 72" (174,3 - 323,9 mm) sizes provides superior cofiosion resjs- tance. This single disc desigm incorporates a spring assisted feature for non-slamming operation- For systems req[iring a Riser Check option refer to section 10.09. The 4" (114,3 mm) and larger sizes are provided "lypical 21h - 3" with upsfieam and down- stream drains and a welded-in ruckel seat design. All sizes of Series 717 can be installed in the vertical or horizontal posi- tion to provide leak-free sealing under conditions as low as five feet of head. Each valve is factory tested to 500 PSI (3440 kPa). The 21/z and 3" (73,0 and 88,9 mm) sizes are UL,{JLC Listed and 4" (114,3 mm) sizes and larger are UL,4JLC Listed and FM Approved Series 717 FireLockrM Gheck Valves for services up to 250 PSI $7251Ad.Sizes4-8"/ 114,3 - 279,7 mm (except 165,1 mm size) are VdS approved. Grooved ends allow fast, easy installation with just two Victaulic couplings or the valve may be mounted to flanged (ANSI CL.150) equlpment using either to Victaulic Style 741 Vic-Flangeo or Sryle 744 Firelock flange adapters on either end. O ',." NPT Upskeam Drain @ '1" NPT oownslream Drain Typical l0 - 12" DIMENSIONS r#r htrIYtv1v tllk K t| <_B_ )lr-o l r-'--lffi'@ O !4' NPT upstroam Drain @ lj' NPT Downstroam Drain @ 2' NPT (Draln optlonai) Typical 4 - 8" Fot F.01, S t VdS Approved Victaulic@ World Headquarters . P.0. Box 31, Ea$on, PA 18044{031 . 4901 Kesslersville Rd., hston, PA 18040 . 1-800-PICK VtC o FtD(: 610250-8812 . www.victautic.com 10.04 1A stzE Nominal lnches Dimensions- lnches/,rrilli*$1$rs Approx. Wgt. Ea. Lbs. kg EloE B D E J K P R 2Y2 1 14) 3.BB :i) 4.25 iii:l 3.56 .),) 3.6 I.ii 76.1 mm 3.88 4.25 !i,,tl 3.56 :)i)3.6 |.t:) 3 ilri..r 4.25 5.06 t't.) 4.13 lr,il :i.4.) 1':':.'i 9.63 l:,ll: 6.00 1ti,' 3.88 3ij 2.t5 3.50 ,}; 2.00 4.50 l ttt 3.50 3.35 :;"i 20,0 ,l,l 5+ 14! :l 'r0.50 i:l;i 6,80 t 7., 4.50 114 ia.:i 1):r 5.BB 1Itl 4.08 3.98 27.O 1;?.i_l 139,7 mm i 10.50 ;:t; 6.80 4.50 :atij a,!\ 5,88 I41l 4.08 ! f-i 3.98 'i.il 27.0 1:1,:?6t :r,;S:i I t.5u ;');8.00 2\:41 5.00 ''2 4 4.50 2.34 6.67 i$1; 4.73 i:i) 3.89 rj1) 38.0 1l t 165,1 mm 11.50 :.:rr; 8.00 ?i\.11 5.00 1?; 450 iI'1, 238 rll 6.67 l?il) 4.73 |','..: 3.89 '.r9 38.0it 2:8t :l1i). i 14.00 'ia,€ 9.88 :a: ! 606 1t;1. 5.05 1::J 5.65 a'; 8.85 22!; 5,65 5.75'!,:ll 64.0 2i.) t0 t;':i i: 17.00 :,i2 12.00 ::ll,; 7.09 l iii 5.96 ! 4.1 6.69 2.15 t,:t 10.92 :;i 6.73 :;! 't00.0 di. j 12 li:i:l rlr 19.50 ,:$,j 14.00 .liiii 8.06 2ti; 6.91 il i; 7.64 iJi f.l 12.8'l !21 7.73 i:]!r 140.0 iii;' li 1479 Aev.A 9OO @ Registered TBdemark ol Mclaulic @ Copyright 1996 Viclaulic ft nted in U.S.A. I 6.0 5.0 4.0 3.0 2.0 .-:ct, o- 5 S.9tr I.!o u.ru 0.6df3 0.4 H o.g o- 02 T I I I I I I I t I I I I I I I t I FLOW CHARAGTERISTIGS NOTE] Plac6m€nt of check valves too closeto sources ol unstable llow will shorlen th€ li,e ol the valve and potentially may daftage the system. To €xtend valve lilo. valves should be installed a reasonable distance downskeam lrom pumps, elbows. expanders, reducers orolher simrlaf devices. Sound piping praclices diclate a minimum ol li!€ (5) times lh€ pipe diemeter lor genefal use. Urslances b€lween lhree (3) and tive (5) diametors are allowable pro- vided th€ flow velocity is less than eight (8) leet p6r second (2.4 mps), Disl€nces less than throo (3)diame- lers sre not aocomrnended and will vrolat6 lhe Victaulic pmd!ct wa(an- ry. MATERIAI. SPEGIFIGATIOHS Body: Ductjle iron conforming ro ASTM 4-395, glade 65-45-15, altd ASTM ,4-536, grade 65-45- 1,2.2),4 - 3' (73,0 -88,9 mm) sizes PPS coared. 4 - 1.2" (114,3 - 323,9 mrn) sizes painted black enamel. Body Seat 21h - 3' (75,0 - 88,9 mm) sizes PPS coated. 4 - L2" (114,3 - 32a I mm) inte- grally welded on nickel alloy. Diss Seal or Coating: Q Grade 'E" EPDM EPDM (Green color code). Temperature range -30oF to +230"F (-3't'Q go 1119o91. Recommended for cold and hot water service within the specifl ed temperaturc range plus a variety of dilute acids, o -free at and many chemi, cal services. UL classified in 200 300 4{0 600 t,000 800 FLOW RATE - G.P,M, accordance with ANSI/NSF 61 for cold +86'F (+30.C) and hor +180"F (+82"C) potable water service. NOT RECOM- MENDED FOR PETROI"ETJM SERVICES- *Seryices lEted are General Ser- vice Recommendations only. It should be noted that there are seryices for which these gaskets are not recommended. Refer- ence should always be made to the latest Victaulic Gasket Selection Guide for specific gas- ket service reconmendations and for a listing of servlces which are noi recofimended. Dirct21/z- 3" (73,0 - 88,9mm) Aluminum bronze confolming to ASTM B-148. 4 - 12" (114,3 - 323,9 mm) ductile iron conform- ing to ASTM A.-395, grade 65- 20,000 45-15, and ASTM .4-536, gnade 65-45-12, tuIy encapsulated in Grade "E" ela.stomer. Shafa; 2t/z - 3' (73 ,O - 88 ,9 mm) TYpe 416 stalnless steel. 4 - 12" (114,3 - 323,9 mm) T\upe 316 staidess steel. Spring: All siz€s Tl4p e 3AUSj4 starnl€ss steel. Sttaft Plu,gt 2:,/2 - 3" 173,0 - 88,9 mm) oniy; SAE Hex Socket Type conforming to ASTM A-576, cadmiun plated to mih- tary specifi cations OO-P-41 6.4, class 3 type 2. 4 - 12' (174,3 - 323,9 mm) only: carbon steel zirc plated ro ASTM 8-633. Pipe PIug: 4 - 12' (114,3 - 323,9 rrun) only; carbon steei zinc plated to ASTM 8,633. 2,000 4000 3,000 6,000 t0,000 8,m0 SER|ES 717 10.08 - 2 Thbproductsha||bemanU'acturedbvVictaU|iccompany.AltprodUct$sha|lb€in6tal|edinaccoldancewi|hcurrentViclaU|icinsta||alion/assemt)|yinst||Jctis, victaulic reserues the right to ctrang€ producisp;cm"iti"*, J*i:-*?Jiiin"riara -"1-u,p-*t *nnou noti"" and without incufdng obtjganons. I t @Pq;##vsR-F (vDs) VANETYPEWATERFLOW swrTcH wrTH RETARD (VDS) I I I I I t I I I UL and ULC Lisled, FM, LPC and VdS Approved, CE Marked Service Pressure: Up to 31 BAR (10 BAR per VdS) Minimum Flow Rate tor Alarm: 38 Liters/Min. Maximum Surge: 10 i//S Contact Fatings: Two sets of SPDT (Form fr\vt 15.00Amos at 125/250 VAC 2.00 Amos at 0-30 VDC Resistive Enclosure Fating: NEMA4/1P55 Ratsd Enclo- sure-when usedwithproper conduit fittings Environmental Limitations: 4.5" Cl 4S"C Caution: This device is nol intended for applications in explosive environ- men$, SizesAvailable:Forschedules 10 thru 40, pipe sizes 2" thru 8" DIN 2,158, oioe sizes 50mm thru 20omm Optional: Cover Tamper Switch Order Stk. No. 0090018 U.s. Pat. No. 3921989 Canadian Pat. No. 1009680 Other Palents Pending Potter Electric, Rd., 1990 t I t I I t GENERAL INFORMATION The Model VSR-F is a vane type watedlow switch for use on wet sprinkler systems. lt is UL Listed, FM, LPC and VdS approved for use on steel pipe; schedules 10 thru 40, sizes 2" thru 8", as well as 50mm thru 200mm DIN 2458 pipe. 50mm DIN 2440 is also approved. The unit may also be used as a sectional waterflow detector on large systems. The unit conlains two single pole, double lhrow, snap aclion switches and an adjustable pneumatic retard. The switches are acluated when a flow of at Ieasl 38 liters per minute occurs downslream of the device. The flow condition must exist for a oeriod of time necessary lo overcome the selected retard period. ENGLOSURE: The unit is enclosed in a general purpo6e, cast aluminum housing. The cover is held in place with two lamper resistant screws which re- quire a special key for removal. A field inslallable cover tamper switch is available as an option which may be used to indicate unauihorized removal of the cover. See bulletin no. 5400775 for installalion inslructions ol this switch. INSTALLATION: See Fig.2 These devices may be mounted on a horizonlal or vertical pipe. On horizontal pipe they should be in- stalled on the top side o{ the pipe where lhey will be accessible. The units should not be installed within 150mm of a fitting which changes the direclion of the waterflow or within 600mm of a valve or drain. (Follow the inslructions for VdS and FM regula- tions.) Drain the system and drill a hole in the pipe using a circular saw in a slow speed drill. The 50mm and 65mm devices require a hole with a diameter ol 32mm *zmm. All other sizes reouire a hole with a diameter ot 50mm i2mm. Clean the inside pipe of all growth or olher material for a distance equal to the pipe diameler on either side of the hole. Roll the vane so that it may be inserled into the hole: do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterflow. Install the saddle strap and lighten nuts alternately to an eventual 68 N-M of torque. See Fig. 2. The vane must not rub the inside of the pipe or bind in any way. I t MFG. *5,101020 - REV Q 3/03 PRI|\{TED IN USA PAGE 1 OF 4 I I I I I I I t I I I T I t I I T I I @PqlLEB,* SWITCHTERMINAL CONNECTIONSCLAMPING PLATETERMINAL FIG. 1 CAI.JTION: An unkBuhted section ola singlo mnductor should not be looped aroundthe termina. and serve as two seoarale connections. Thewire musl besevercd, therebyprovid- ing supervision of the connsction in th6 event that fle wirB b€comes dlslodged lrom underthelerminal. vsR-F(vDs) VANEWPEWATERFLOW swrTcH wrTH RETARD (VDS) DO NOT LEAVE COVEfi O'T fOR EXTENOED PERIOO Of TIME Dro. ,1020-2 TIGTfIIN NUTS ALIERNATELY TO AN E!€N'UAT 6€NM Of TOROUE MOUNI ON PIP€ 50 ARROW ON SAOOLE POINTS IN DIRECIION OF IYATERFTOW ROLI PADOII IN OPPOSITE DIRECTION OF WATERFIOII/ I f------'1I =T-T=/ Irn/ UEI,/t I." )fr.'f/- I ll 5066 l, ImAPTER<\ ./Dp*,n\w/ -{ l*ro- rr* *". ON SOmm SIZE ONLY USE ADAPT'RS AS SHOWN AEOVE TO SATISFY VdS REOIJIREMENTS NO.IE: A CONOITION OF LPC APPROVA OF THIS PRODUCT IS THAT A REIARO SEIIING OF O OR 75 SICONDS SrAtI Nor OE EXCE€0€o. To remove knockouts: Place scr€wddver at edge ot knockouts, nol in the cenEr. T0 rxsl^tt, DRrtl ^ flol! I Fft nra | 'r4a rta Ile- .-r',-i;ll.*'*T-*-;l DIRECTION OF WATERFLOW TYPICAL ELECTHICAL CONNECTTONS NOTES: 1. The Model VSF-F has two t"H'jtr :H,iJri switches, one can be used lo operate a cenlralstalion, propri- elary or remote signaling unit, while the olh€rcontact is used to operat€ a local audible orvisual annunciator. APPROX, RETARD SETTINGS (IN SEC.) OABCDE 0 tG25 z${o 3&55 5S70 60€0 FIG. 3 {oi||[r oP(r c0irrars [ -------l IICI ltdt 16[ll-r T l r-1 trt t.t tEllld flcll l6irl-1 t-1 t-j nE rc ro no ! Eanas0ll rHl srflca ,R€ F@a lrfl corormN. t!€ aomrats rnt Ra[6Eo B€ rdr.t cc.onoe Acondition of LPC Approvalol this Droduct is thatlhe electrical entrymust bo sealed lo exclude moisture. 3 For suoervised circuits see "Switch T€rminal Connections" drawing and caution {Fig. 1). TESNNG Thefrequencyof teslingforthe modelVSR-F and itsassociated protectiv€ monitoring system shouldbe in accordance t/yith appli- cablestandads, but underno circumstiances less than bi.monthly. lf provlded,lhe "lnspectot s Test"valve, that is usually located atthe end ot the most remote brandl line, should atways be u6edlortest purposes. lf thereare noprovisions fortesling theoperalonof the flowdetection device on th€ syslem, application olthe VSR-Fis not recommended oradvisable. A minimum flowof 33liters perminute is requared to activate this oeMce. IMPORTANT NOTICE: Pleaseadvisetheperson responslblefor tesling of tho Fire Pmtection Systom thal this sysiem must be tested in accordance with the'Tesling" tnstructlons. TYPICAL TEST EOUIPMENT CONFIG UFATION 1= Water flowdetector 2=Shut-otfvalve 3= Pressuregauge (Class l .6,01o 16 ba4 4= Nozzl€ (KJactor30) 5= Funnel(optional) MFG. *A101020 . REV O 3/03 PRIMTED IN USA PAGE 2 OF 4 T I I @Pqf,tm,,,,, osYsu-1, -2 OUTSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH I t I t I T I I I ql ilI ltr d E! IXIi f!l HlB?l UL and CSFM Listed, FM Approved, NYMEAAccepted, CE Marked Dimensions: 6.19"L X 2.25'W X 5.88"H 15,7cm L X 5,7cm W X 14,6cm H Weight: 2lbs. (0,9 kg.) Enclosure: Cover - Die-Cast Finish - Red Spatter Enamel Base - Die Cast Zinc All parts have corosion resistant finishes. Cover Tamper: Tamper resistant screws, Optional cover tamper kit available. Gontact Ratings: OSYSU-1: One set of SPDT (Form C) OSYSU-2: Two sets of SPDT (Form C) 1 5.00 Amps aI 1251250V AC 2.50 Amps at 30VDC resislive Environmental Limitations:. NEMA 4 and NEMA 6P Enclosure (1P67) when used with appropriate watertight conduit fittings,. Indoor or Ouidoor use (Not for use in hazardous locations. See bulletin no. 5400705 OSYS-U-EX for hazardous locations.). Temperature Range: -40'F to 140'F G40'C to 60"C) Gonduit Entrances: 2 knockouts for 1/2" conduit provided Service Use: Automatic Sprinkler NFPA-13 One or lwo family dwelling NFPA-.!3D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 OSYSU-1 Stock No. 1010106 OSYSU-2 Stock No. 1010206 I t I t I GENERAL INFORMATION The OSYSU is used to monitor the open position of an OS & Y (outside screw and yoke) type gate valve. This device is available in two models; the OSYSU- j , containing one set of SPDT (Form C) contacts and the OSySU-2, con- taining two sets of SPDT (Form C) contacts. These switches mount conveniently to most OS & y valves ranging in size from 2" to 12" (50mm to 300mm). They will mount on some valves as small as 112" (12,Smm). The cover is held in place by two tamper resistant screws that require a special tool to remove. The tool is fumished with each device and should be left with the building owner or responsible party. Replacement or additional cover screws and hex keys are available. See ordering informa- tion on page 4. OPTIONAL COVER TAMPER SWITCH A field installable cover tamper switch is available as an option which may be used to indicate removal of the cover. See ordering information on page 4. TESTING The OSYSU and its associaled protective monitoring sys- tem should be inspected and tested in accordance with applicable NFPA codes and standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). t I Potter Electric Signalcompany ' 2081 craig Road, St. Louis, Mo, 631464161 . Phone: 800-325-3936/Canada 888-BB2-i833. www.pottersignal.com MKT. #8820004 . REV P 12t01 PRINTED IN USA PAGE 1 OF 4 I I I I t I I I I I @Pqf;m*,osYSU-1, -2 OUTSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH FIG. 1 SMALL VALVE INSTALLATION .1I2" THRU 2 112,, (1Z,5mnTHRU 63,5mm) SIZES THESE SWITCHES MOUNT CONVENIENTLY TO MOST 2'TO 12' OS & Y VALVES. THEY WILL MOUNT ON SOME VALVES AS SMALL AS 112" (12,5MM} J.HOOKS MAY BE REQUIRED ON VALVES WITH LIMITED CLEARANCE. CLAMP BAR CARRIAGE SLOTTED MOUNTING HOLES MAY BE USED FOR FINE ADJUSTMENT OF SWITCH ON BRACKET BRACKET DWG. #979-3 t I I I I t I SMALL VALVE INSTALLATION 1 . Remove and discard "C" washer and roller from the trio rod. 2. With the valve in the FULL OPEN position, locate the OSYSU across the valve yoke as far as possible from the valve gland, so that the trip rod lays against the non- threaded portion of the valve srem. 3. Loosen the locking screw that holds the trip rod in place and adjust the rod length (see Fig. 4). When adjusted properly, the rod should extend past the valve screw. but not so far that it contacts the clamp bar. Tighten the locking screw to hold the trip rod in place. NOTE: lf trip rod length is excessive, loosen the locking screw and remove the trip rod from the trip lever. Using pliers, break off the 1" (25mm) long notched section (see Fig.5). Reinstall trip rod and repeat Step 3 procedure. 4. Mount lhe OSYSU loosely with the carriage bolts and clamp bar supplied. On valves with limited clearance use J-hooks supplied instead of the carriage bolts and clamp bar to mount the OSYSU. 5. Mark the valve stem at the center of the trio rod. 6. Remove the OSYSU. File a 1l8" (3,2mm) deep groove centered on the mark on the valve stem utilizing a 3/16" (4,8mm) round, non-tapered file. Round and smooth the edges of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operated. 7. Mount the OSYSU with the trip rod centered in groove. 8. Final adjustment is made by loosening 2 screws (see Fig. 1) and sliding the OSYSU on the bracket. Ad.lustment is correct when switches are not activated with the trip rod seated in the valve slem groove and that the switches activate when the trip rod moves out of the groove. 9. Tighten the adjustment screws and all mounting hardware. Check to insure that the rod moves out of the groove easily and that the switches activate within one turn when the valve is operated from the FULL OPEN towards the CLOSED oosition. NOTE: CLOSE THE VALVE FULLY TO DETERMINE THAT THE STEM THREADS DO NOT ACTIVATE THE SWITCH. THE SWITCH BEING ACTIVATED BY THE STEM THREADS COULD RESULT IN A FATSE VALVE OPENINDICATION. PRINTED IN USA PAGE 2 OF 4I I MKT. #B82OOM . REV P 12t01 I I @Pq#;HR,,, osYsu-1, -2 OUTSIDE SCREWAND YOKE VALVE SUPERVISORY SWITCHI FIG.2 IARGE VALVE INSTALLATION - 3" THRU {2" (76mm THRU 300mm) SIZESI I I I I I I 3,' THRU 12'' USE CARRIAGE ON INSIDE OF IS SUFFICIENT SLOTTED MOUNTING HOLES, [/AY BE USED FOR FINE ADJUSTN/INT OF SWITCH ON BRACKET. DWG. #979-4 (76mm THRU J00mm) VALVES BOLTS. BOLTS N/OUNT YOKI, IF THERE CLEARANCE. BRACKET CLAMP BAR CARRIAGI BOLTS/t otra\r l|Dc'n\\2. ,\r-u.\rl\r-rrl ROLLER GROOVE YOKE VALVE STEM TRIP ROD I t I I I T t LARGE VALVE INSTALLATION 1. With the valve in the FULL OPEN position, locate the OSYSU across the valve yoke as far as possible from the valve gland, so that the trip rod lays against the non- lhreaded portion of the valve slem. 2. Mount the OSYSU loosely wilh the carriage bolts and clamp bar supplied. 3. Loosen the locking screw that holds the trip rod in place and adjust the rod length (see Fig.4). When adjusted properly, the rod should extend pasl the valve screw, but not so far that it contacts the clamp bar. Tighten the locking screw to hold the trip rod in place. NOTE: lf trip rod length is excessive, loosen the locking screw and remove the trip rod from the trip lever. Using pliers, break off the one 1" (25mm) long notched section (see Fig. 5). Reinstall trip rod and repeat Step 3 proce- dure. 4. Mark lhe valve stem at the center of the trip rod. 5. Remove the OSYSU. File a 1/8" (3,2mm) deep groove centered on lhe mark of the valve stem utllizing a 3/8" (9,5mm) round, non-tapered file. Round and smooth the edges of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operated. 6. Mounl lhe OSYSU loosely with the lrip rod centered in groove. 7- Final adjustment is made by loosening 2 screws (see Fig. 2) and sliding ihe OSYSU on the bracket. Adjustment is correct when switches are not activated with the triD rod seated in the valve stem groove and that the switches activate within one turn when the valve is operated from the FULL OPEN towards the CLOSED position. 8. Tighten the adjustment screws and mounting hardware. Check to insure lhat the rod moves out of the groove easily and thal the switches activate within one tum when the valve is operaled from the FULL OPEN towards the CLOSED position. NOTE: CLOSE THE VALVE FULLY TO DETERMINE THAT THE STEM THREADS DO NOT ACTIVATE THE SWITCH. THE SWITCH BEING ACTIVATED BY THE STEM THREADS COULD RESULT IN A FALSE YALIIE OPE'V INDICATION. I I MKT. #882OOM - REV P 12/01 PRINTED IN USA PAGE 3 OF 4 I I t I t @Pqf;m*,,OSYSU.1, .2 OUTSIDE SCREWAND YOKE VALVE SUPERVISORY SWITCH PARTSFIG.4DIMENSIONSF]G.3 I Gr-) |l--d* --11 il----_llilllilltltl --,UL*] Il|lt lil{|TI TI T I I I t I t I I I t I BREAKING EXCESSIVE ROD LENGTH FIG.5 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL rAr_ cjH> .ad6 IZo\-y' ...-./ ^tdn'u- orc. ,9'-J TYPICAL ELECTRICAL CONNECTIONS INDICATING 0EvrcE ENO OF LINE RESISTOR 0'x6. #979-l CAUTION: An uninsulated section of a single conductor should nol b6 looped around the terminat ano serve as two separate @nnections. The wi.e must be severed, thereby providing supervi- sion of the connection in the ev6nt that the wire becomes dislodged from under lhe terminal. Contacts shown in normal (valve open) condition. TYPICAL SWITCH ACTION ORDERING INFORMATION MODEL DESCRIPTION STOCK NO. OSYSU-1 Outside Screw & Yoke-supervtsory Switch (Siogte switch) 1010106 OSYSU-2 Outside Screw & Yoke-Supervisory Swltch (Doubte switch) 10j0206 - Cover Screw 54903tf4 - Hex Key for Cover Screws and Insiallation Adjustmenb 5250062 - Optionat Cover Tamper Swjtch Kit 0090131 For pressure reducer type valve installation kits (if required) contact valve manufacturer. CLOSED VALVE POSITION cou. fl- .* r, f,'-f'""'' h r...t- cou. | [- sw #2 k1f '' "' ' Tl1 TO SUPERVISORY CIRCUIT OF CONTROL PANEL c0M. PRINTED IN USA DWG. #s79-2 PAGE 4 OF 4I I MKT. #8820004 - RE1/ P 12101 tRo INCORPORATED coRoN.A, cA, (909)737-5599 I I I I I I I t I I I I t T t I I I I Fig.98 Rod Stiffener Size Material -Steel. 3/8 thru 7i8 inch hanger rod. to hanger rod for AII Th ':::\' l:.;. vertical seisrnic braci Frnrbh-Electro O rder By-F igure num ber. Note-Available in HDG finish or materials. To Length Size Range-318 thru 7/8 inch rod in 1 inch increments. Material - Carbon Steel. Maximum Temperature- Finish- Plain. Order By--figure diameter. rod , and finish. Electro-Galvanized or Stainless Steel MAX. REC. LOAD LBS. $: FoR sERVrcE TEMps650"F 750'F 3/8 610 540112 1130 10101810 1610 3t4 7t8 Fig. 100 AII Thread Rod Full Lengths Size Rang+3/8 thru Zg inch rod in 10 foot lengths. Material - Ca(bon Steel. M axi mu m Tem pentu r*-7 50' F . Finish- Plain. Order By--+igure number, rod diameter, and finish. iVofe--Avai lable in El ectro- Galvanized and HDG finish or Stainless Steel materials. MAX. REC. LOAD LBS. APPROX. $,: FoR sERVrcE rEMPs wEtcHr650"F 750"F PER 100FT. + 3/8 610 s4o 291t2 1 130 1010 53 1810 2710 3770 1610 2420 3360 84 123 1694960 44208000 714011630 10370 222 JOU 510 -71- I I tRo INCORPORATED coRoNA, cA (909)737-5599 Fig.2A0 t I I t I t I I I r%"Trimline" Adjustable Band Hanger Size Range - 1/2 thru 8 inch pipe. Material - Carbon Steel, Mil. Galvanized to G-90 specifications. Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features . (112 ihru 2 inch) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. .(2-112thru 8 inch) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals - Underwriters' Laboratories Listed (1/2" thru 8") in the U.S. (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8'). Conforms to Federal Specifications WW-H-171E, Type 10, and Manufacturers Standardization Society Sp-69, type 10. Maximum Temperature - 650.F. Finish - Mil. Galvanized, for Stainless Steel materials order Tolco Fig. 200WON. Order By - Figure number and pipe size. 21I2THRU 8INCH PIPE INCH 3/8 PIPE g3E 1t2 3t4 t I I I I I ROD SIZE MAX. REC. LOAD LBS. 1250 1250 APPROX wT./l00 1 3/8 - 8,mm or 10mm 3-3/B 2-SlB 400 iz- ,ioo____ - 1-112 3/8 8mm or 10mm S-7lB 2-7tg 400 14'l z aa 9mm or 10mm 4-1t2 3 400 15' -2-1t2 -ijd-------3 3/8 1 Omm S-7 tB 4 600 29 ^ 3-112 3/8 _ t0mm 7-3tg 5-1t4 600 34-t rooo ------ss-- 318 8mm or 10mm 3-1/8 2-112 400 8mm or 10mm 3-1t8 2-518 12mm S-'l/8 6-11412mm 10-1/8 6-314 400 11 IJ12mm 131i8 8-314 1250 136 6 Ll 8 1t2 1t2 1t2 t I 5/10/2001 ;order Frsjbbt\4 -89- tRo INCORPORATED coRoNA, cA (909)737-5599 I I I I I I t I T I I I I I t t I t I Fig.202 PIPE ROD ^ MAX. REC. APPROX.stzE stzE A Et " LoAD LBs. wr./1oo 3t4 3/8 3-1/8 2-5t8 1-114 400 11 1-1t2 5-Itd 4-1t2 1-1t4 1-1t23-3/8 3/8 3/8 14 15 40 ^E 400 400 600 600 2-'tn 3/8- o lz 4-3t8 4-3t4 5-3t4 6-3/8 5 5/8 o c/o 5-1t2 6-3/8 8-3/8 9-1n 1-1t8 1250 1250 97 1to .2-112" CT filled with water weighs less than 2' lP filled with water, 4" CT less than 3-112" lP with water. 2-112" CT availabfe with 1/2" thread and 4" CT available with 5i8" thread for Gov- ernment SDecs. Adjustable Copper Tuhing Ring Hanger Stue Range - 1/2 thru 6 inch copper tubing. Material - Carbon Steel. Function - Recommended for the suspension of non-insulated stationary copper tubing. Approvals - Conforms to Federal Specification WW-H-171E, type 10, 1l2thru4 inch, and Manufacturers Standardization Society SP-69, type 10. Finish - Copper-Plated. Order By - Figure number and nominal tubing srze. i -91- oWooD-r"*r' ffi EtrE@ EHry | tem# | luod€t lshkl-efi ffi Jo iGSr.-,soT 3/4 ffi -,r '?'lcsrroo-l Iffiffiffi l|:_ -ffit a_____::_Ef '4$l t ,4lcsr6oo-I- 6 I ,4, r fr14 (ltem #loGblad() Sa'nnryB l/4", 3/8" rod ll -E r- #14SW (ltem#101{Ed) Sidgwind6rs & llammy.ll?'fod Notles.than z'norninatwtdth (11t2"1 € @t lii W-Tl-- H@ & auttopraot nutd wr,o conply ||ith *urrrty TJI Joist / Truss Conault tru53 manuf acture. for rocommended in3talletton potnt. *Pte-drillit g may be rcquired Ior items #27 and 1106, Tools available on page 9, A wood Flooring lnstallincenler Minimum 2" i|nbedrnent into bais m.lsrial for lilFPA 13 comptiance I-be #14 Nut Driwr (Item #100) Item #I\4od€l Shk Lgth Shk Dia Box Qty Weight (per 100)C-ase Qty 20 GST .7s0 3t4 lt4 100 4.7 5 1000 2l GST l(}O I l/4 t00 5.00 1000 22 GST 2O(l 2 l14 100 6.50 1000 23 GST 300 J t/4 100 ?.50 1000 24 GST 600 6 lt4 50 9.00 500 e #14 NutDriwr (Item #100 Approwls Item #Model Shk t€th Shk Dia FMTest Load, lh LIL Test Load lh IJI./FM Pipe Size Actual Pullout Box Qty 10010GST.75 3t4 v4 564# - 6 Ply NFPA ll GST 1(|I |4 210# - 7n6 OsB 610# - 314" Ply 100 UL.FM'NrPA t2 GST 2()2 U4 940#850#314-2 tn 1760# - Fir 100 UL'NFPA *27 GST 25-380 2U2 3/8 1500#4 2ll3# - Fit 50 UL.fM.NFPA 13 GST 3O 3 u4 r475#1500#Jl4-4 2060# - Fit 100 NFPA 403 GST4(}4 v4 2180# - Fir 50 NTPA l4 GST 60 6 t/4 2230# - Fit 50 Ils e #l45W N||t Driwr fltem f l0l) Item #l!{od€l Shk Lgth Shk Dia Actual Pullout Box Qty \#eight (per 100)Case Qty 8 GST 2 2 v4 1760# - Fir 50 7.00 500*06 c,sT 2.s-380 11t'l/8 2l13# - Fit 50 10.00 500 15 GST 3 J l/4 22'15# - tsi 50 10.50 500 l6 GST 4 r/4 2180# - Fir 50 10.60 500 t7 GST 6 6 v4 2230# - Fil 50 10.9 5 500 Nob: Acrews nurt be lnstoth.t pith 1 Doubls 5h€.trock C€iting Page 4 t I I I I t t I I I t I I I t I I t t Wrot & Gast Pressure Fittings Tee Copper lo Copper Io Coppsr Nominal.Size - Box Master Approx. Dim.h lnches ouantity pack ru'ef Wt. -A ' 2 2ln 3 3112 '5 '6 ,8 'JBxUOx3/160D50 'll8x 118 x ll4 50 114 x 114 x112 50 1l4x 1l4x3l8 S0 114 y,114 x 1tB S0 114 x1l8x ll4 50 114 x 118 xll1 S0 3l8x3l8x1k 50 3/8 x 38 x 1/4 S0 3/8 x 3i8 x 1/8 S0 ' 318 x 114 x1l2 50 318 x1l4 x1l4 50 '3tBx 114 x1l8 50 g8 x 1/8 x 3/8 50 1l2x 1l2x 1 10 2xlnx3l4 25 1kx1l2x!8 50 1l2x1l2x114 S0 1l2xWx1tB 50 112 x 318 x1l2 S0 1/2 x 3/8 x y8 S0 fix1l4x1l4 S0 U4x3l4x1 t0 '3l4x3l4x5l8 25 0.014 1364 19il 7t320.020 7t32 7tV. 9t32 0,028 17t64 17lM 1140.045 5/16 5,i16 3/80.056 21ft4 21164 11t320,110 7116 7h6 1t20.144 ft fi 171320.291 21t32 21132 21t92.0,397 41t64 41t64 41/64 0.540 13/16 t3/16 13/16 1.082 11/16 1 1/16 1 15/6,f 1.967 121t32 12182 1 rn62744 17t8 1718 111/16 4.167 2il32 25lA 21t4 6,396 213t32 21il32 2 9t16 7.998 237t64 237t6A 229ts2 12.613 31/8 3 t/8 311/16 32.086 41116 41h6 43140.028 17lU 17t64 7t160.028 1932 13tV. 1t40.063 21132 21t32 111320.045 1582 15n2 9s0.028 17t64 1tt64 13320.028 17t64 1y32 1t40.028 17t64 13tp. 13820.063 17ts2 17132 11ts20,045 5/16 5n6 fit320.045 s/16 5/16 39/640,063 17132 21t32 111320.045 5n6 $82 15/320.045 5/16 15132 5/80,04s s/16 9/16 3/80.290 15/16 15/.16 3t40.118 33/64 33/64 fla0.061 5/16 5/16 13t320.061 9/32 9132 1U320.061 st32 gly ln0.063 3/8 flnz fln20.061 v16 1t2 13t3p0.061 9n2 siS 1382 1/8 5i 16 0D 1t4 3/8 314 Dim. Dim.BC 0.202 0.153 1000 r000 '1000 500 500 250 250 100 50 50 40 10 10 I U 50 50 50 50 50 25 25 10 5 5 5 ffi_ -/ i\\-_ IHf-+-trlj cxcxc l_^+r] 114 112 1000 1000 500 500 1000 1000 1000 s00 500 500 500 500 500 500 100 250 500 500 500 500 500 500 100 250 314 3t4 17n2ln w 3t4 Tee-cont. Copper lo Copp€r lo Copper Nominal Size Box Master Approx, Dim. Dim. Dim, In Inches 0uantity pack Net Wt. A B C 314 x3l4x1k 25 3/4x3/4x3/8 25 314 x3l4 x1l4 Zs '3/4x$8x5/8 25 3l4x1l2x3l4 25 314 \lnx1l2 25 '3l4x1l2xdB 25 3!4 x1Ex1l4 25 ' 314 x3l8x3l4 25 '3/4 x 3/8 x 12 25 'g4x3l8x3/8 25xlx112 5xlx11/4 5x1x34 '10 '1xlx5/8 10xlx12 10x1x3/8 10x3/4x1 10 xA4 x3l4 10 x3l4 x 112 10'1xJ4xV8 10 '1 x 5/8 x5/8 t0 '1x5/8xl/2 t0x1nx1 10x1DxA4 l0 x ll2\ 112 10 x 12 x3l8 10 114x11!4x2 5 114x1114x1 112 5 ll4 x1 114 x1 5 114 x1 114 x3l4 5 114x1114\112 5 1!4x1x1114 5 114 xl x1 5 ll4 xl x3l4 5 114 x 1xlk 5 114 x3l4x1 114 5 114 x3l4x 1 5 114 x3!4\314 5 114 x3l4 x 112 5 250 250 250 250 250 250 250 250 250 250 250 50 50 100 100 100 100 100 100 100 100 100 100 100 100 100 100 40 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 0.109 25lU 0.130 25t64 0.135 25t84 0.150 1120.144 m 0.109 25M 0.137 25lM 0.140 25164 0.159 fi 0.140 25tU 0.132 25164 0.680 1114 0.405 1frn2 0.223 1t2 0.319 1t2 0.186 23164 0.185 23t& 0.290 2182 0.220 112 0.185 23164 0.270 23164 0.313 112 0.272 23164 0.290 21n2 0.220 1t2 0.185 23t64 0.185 23lU 1.352 13t4 0.680 13/16 0.348 17t32 0.301 7h6 0.259 19164 0.405 7180.391 3140.297 5/8 0.256 1t2 0.405 718 0.391 A40,297 5i80.256 1t20.405 7t8 0.470 1.352 137/64 0.482 '11i16 0.387 9/16 0.342 7t16 0.310 21k4 0,680 17n2 0.661 31t32 0.591 27t32 0.583 11/t6 0.460 9/16 25164 19/32 25tU 11/16 25164 st4 11/16 3t4 25132 17132 s/8 19n2 5/8 11/16 5/8 3t4 2SE2 17t32 2U32 t9n2 23132 11/16 11t4 15t32 15152 31t32 ln 5/8 112 15/16 2464 11/16 23164 13/16 53/64 21t32 11116 5/8 9/16 11/16 9/16 13/16 1ll16 1t16 9/16 t1/16 1114x112x1 114 5 "1 114 x 1l2x 1 12 1nx1ll2x2 5 112x1 1tZ x1 114 5 2xl flx1 5 1l2x11l2x3l4 5 ffixl1nxl2 5 112 x1 114 x1112 5 112x1114x11145 lDx11l4x1 s 112 x1 114 x3l4 5 1 112x1 114 x1l2 5 [Uryt & Gast Pressure Fittings Adapters I t I I I I I I T I I I I I I I I I I Female Adapter Coooer lo Fernale N.Pl 1/8 1t4 v8fi 314 50 1000 0,029 7t1650 1000 0.031 1t3250 500 0,053 fiM50 500 0,086 71825 250 0.1€ 23t3220 200 0.226 31t3210 100 0.304 13t3210 100 0,40t 15/325 50 0.650 11t42 20 1 .228 1 11212 t2 2.40012 12 3.8206 6 8.250a 4 12.00050 1000 0.033 1t250 500 0.078 25t3250 1000 0.043 21M50 1000 0.024 118250 500 0.082 7n50 1000 0.041 15t3225 150 0.30025 250 0.121 2gtg250 500 0.046 9/1650 500 0.044 15t3225 250 0,143 I25 ?ffi 0.102 3t4r0 100 0.5152Q 200 0,218 17t3225 250 0.085 19i32t0 100 a720l0 100 0.299 17t3225 250 0.159 4ilU10 100 0.239 11t185 50 0.980r0 100 0.431 1 19/6410 100 0.238 55/64100 100 0.2905 50 0.678 17t1610 100 0.388 7t860 60 0.3705 50 0,730 13/16 "314 xI 114 314x1 3l4x fi'\x1ffi 1xl114 1x314 1x1,2 "1114x2 | 1l4xl W 1114 x1 "1 1l4x3l4 1 1f2x2 110.x1114 '\ffix1 2 x1 112 Female Street Adapter Nominal Size Box Master ln Inches 0uantity Pack 0.030 0.049 0.0&l 0.143 0.214 0.324 0.437 0.641 1.740 2,470 0.062 0,041 0.147 0.414 0.153 50 100050 100050 50025 25020 20010 1mr0 10055025 2520 2050 50050 50025 n525 25025 250 114 38 ilz 3t4 'I 11t4 1ffi WBOT 104 Male Adapter CooDef lo irale N.eT. CAST 4704 CxM Nominal Size ln lnches Box Master Aoorox.Quantity Pack Nei Wt Dim. A 1t8 114 3/8 1t2 314 1 11t4 1lk 2 2112 3 4 '5 1/8 x g8 50 50 50 50 25 10 10 5 4 1 5 450 1 1000 1000 500 500 250 200 r00 100 50 40 29 to 5 4 000 0.0187 13/320.027 151320.041 7t80.064 19t320.119 13/160.160 271320.317 '15/16 0.443 tll0.675 1111?21.267 12113f2.138 1 25t&.3,500 129f32 8.600 10.7300,040 3t4 I * tli Wrot & Cast Pressure Fittings Elbows I I I I t I I I I I I I I I I t I I I WBOT 106 45" Elbow Copper lo Copper CAST Nominal Size Box In Inches Ouantity Master Approx. Dim.Pack Net Wt. A 3/8 w 5/8 314 1 11t4 11t2 2 21t2 3 31n 4 5 6 I 50 50 100 25 50 25 20 10 5 3 1 l 1 1 l 't000 1000 1000 250 500 250 200 160 80 40 24 to 8 6 1 1 0.013 1V640.024 1t40.036 17t640.063 7k60.077 380,137 13n20.229 33/640.343 19/320.625 251320.970 7t81.460 63642.180 15/323,376 1 11/646.564 1 13/32 11.200 1 11/1627.900 2114 WROT 107-C 90'Elbow-Close Rult Copper lo Copper cAsl 4707 NominalSize ln Inches Box Master Approx. Dim. Dim.Quantity Pack Net Wt. A I 50 50 50 1m ZJ 50 20 fr n t0 5 3 I I ,] l I 1A 1t4 38n 5E rt1 - 1114 1 1t2 2 un 3 31n 4 5 6 8 1000 1000 1m0 1000 250 500 200 2N 120 80 n 24 8 8 l l 1 0,m6 1t4 1t40.012 38 380,026 t3& 13np0,039 25Et 25640.m9 fiM 17tp0.087 9/16 9/t60.168 47M 47M0.300 1y16 1y160,404 111/8t 1 11/64 0,748 12S&t ]2gb41.200 121M. 121t?,. 1,S20 161/€4 16lE{2.n8 27tp. 27t324290 2t7M 21713p8.586 318 318 15,200 3 tg16 319163i.000 51,8 51/8 wfl0T 105-L 90" Sheet Elbow-Long Turn Ftt|ing t0 F ting CAST Nominal Size ln Inches Box MasterOuantity Pack Approx. Dlm. Net Wt. A 3/8 1E a4 l 1114 | 112 ) 25 25 25 10 5 5 5 500 250 250 100 50 50 40 0.033 13/160,056 17n60.12 20.224 215t320,388 229f320.560 3 5/161.156 4 3/8 WROT 106-2 45" Street Elbow Filtinq lo Copper CAST Nominal Size Box In Inches 0uantity FIG. x C Master Approx. Dim.Pack Net Wt. A Dim. B 50 100050 1000t00 100025 25050 50025 25025 20020 160t0 805403241 1618 1t4 38 Ub 314 1 1 1t4 11t2 2 2112 3-31t2 4 0.013 15/64 41164 0.024 gn2 23132 0.035 5/16 25132 0.059 27t64 1 1/16 0.076 13t32 13/160.134 7t16 17h6 0.229 17132 19/16 0,343 15t32 lU{ 0.625 25lU 2 3/16 0.965 29n2 27n61.410 I 211/16 2.100 15/32 3 3.340 19t32 3ffi I I I Style 47 Dielectric Waterway 09.07 vlcTAUUCd 1S AN tSO 9001 C€RnFrtD coMpAxy PRODUCT DESCRIPTION t T I I I I ,*l&i!|Fr'5.In|ffif*@W Slyle 4747 crvd. End X Thrd. ffiF#rW' Stylo 47,TT Ihrd. X lhrd. @ sBccl Clearflow' Dielectrrc Waterway fittings create a dielectrlc waten,vay by insulating the inside of the metalcaslng, tnus Inhlortlng the internal formadon of galvanic local cell corrosion between the dissimilar meurs in the presence of water. .?J-"::Tiqry 9!Tjnaring gatvanic tocatce and stray currenr probtems, Cteadtow Dietecrric Warerwayfl rngs contrnuously provide the most effective corrosion protection possible in any wateMay systemconnectton. Clearflow fittings use materials which meet the requirements of ASTI\4 F-492-71 . Clearflow Fittings are gl-e_1gne-d for conrinuous use at temperatures up ro 230" F (1 10"c) and pressures up to 300 psi(2065 kPa). Varied Styles clearflownielectr c waterways provide a transitton from steel (lps) pipe to copper (crs) pipe wirh varied enO 0reDaraUOnS style 47-GT connects a rhreaded (lps) copper adapter ro a grooved steer system, The rhreaded bvthreaded Sryle 47-TT connects the threaded copper adapter-to a FpT comp-onenl. Th.e new Style4T GG providss a drrect transition ffom grooved copper (CTS) to grooved end sreet (tpS) ,/vrtnout any olher adapters. This 2t1s*r "utn Integration ol Victaulic grooved end-copper systems intosteel systems. This is significant ror retrofit, expansion or direct conn-ection to dissiniil;r mdtalseouiornent. 'Clearflow is a registered radenrark of pedect on Corp. 2 - 3" (50- 80 mm) 4-8,{1OG200mm) S9ls 47 cc Grvd. End Stset (tps) to Grooved Copper (CTS) Transition Fining I I I I t t I I MATERIAL SPECIFICATIONS 1. Inert, non-corrosive rhermoplastic lining (NSF/FDA tisted) 2. Patented rjng-groove locks the steel casinq to the thermo_ plastic rinrng, or molded liner wrth rdenttying roll narking on casrng. 3. Zinc electroplated casing, threaded in accordance with American National pipe Thread - Tapered (ANSI At .20. j ) Body (Styles GT and TT): Steel pipe to ASTM A 53, zinc etecrrootated. Body (Style GG): 2 ' 3:' (59 ' 80 mm) sizes: Ducrire iron conforming ro ASTN/] 4-395, grade 65-45-r 5, and ASTrvr 4-536.grade 65,45 12, zinc electroplated 4 - 8" (114,3 - 219,1 mm) Sizes: Sreet pipe to ASTIVI A_53, zinc etecrroplated. Liner: LTHS high temperature stabilized polyolefin potymer (virgin potypropylene) @ EEGISTEREO TMDEMASK O€ V|qTAUIIC - O MPYRIGfl , An3 VGTAULiC - PBNTEO III U S.A.I I Vidaulc Company 0f America ' Phom 1 -000-P|CK-V|C (t -8{0- i 42- SS42) . Fax: 610 250,8g.t 7 . e_rnarlrpickvrc@victaulic.comvldaulic company olcanada . phone 905 8g4 7444 ' iaxr 905.881-9i74 . e-rnaii: viccanilaevrctruric comViclaulic Europe . Phofle:32-9-381.j500. Far 32.S-:lB0-4{38 . e-maif, vice,.,roOuicia-ufic."fe -' Vrclaultc America Latina . phore: 610-559.i300 . Fax: 610_559-360B . "riif, "iafe"iriirrrc.colnVictau lic Asia Pacilic ' phone 65-6235,3035 , tax 6s-6235_0S35. e.maif, uaap@,rlriirtiiro, 151/ nEVO J*r=ytic- 09.07 DIMENSIONS Styles 47-GT and 47-fi t -_ E to E _____-l Slyle 47-cT Grooved X Threaded Style 47.TT Thr€aded X Threaded Style 47-cc Grooved X Grooved Grcoved X Grooi,ed Grooved End Sleel lo Grooved CoooerTransltion Style 47.GG ffiffi Plp€ SlIe M8x, Work Pre$. PSUkPa Endto End Inchrs/mm Unile Per Box Apfi, Wgl. Each Nomlnal 0iameter Inche6/mm Actual Outsideoia. Inches/rnm t-EtoE---1 T 25 1 3.t5 33,1 300 2065 4.00 102 03 o,2 32 1.660 42.1 300 4.00 102 10 0.6 0.3 1th 40 1.900 48,3 300 2065 4.00 102 10 0.8 0,3 2 50 2.37 5 60.3 300 2065 400 1o2 10 1.0 21t, 65 2.47 5 73.0 300 6.00 152 6 1.6 4.1 3 80 3 500 88,9 300 2065 6.00 r52 6 20 0,9 31lz 90 4 000 101,6 300 2065 600 r52 6 2.3 LI r00 4.500 114.3 300 2065 6.00 152 6 2,O Threaded X Thread€d 0.840 300 2065 300 76 25 o.2 0,t ?0 1.050 26,7 300 2065 300 76 0.2 0,1 1 25 33,7 300 4.00 102 25 03 11lt 32 1.660 42,1 300 2065 4.00 102 10 06 o.3 40 1 900 48.3 300 2065 4.00 142 10 0.8 0,3 2 50 2.375 60,3 300 4.00 102 10 1.0 65 ?.87 5 73,0 300 2065 600 152 6 0.7 3 80 3.500 88,9 300 2065 600 152 6 0,s 90 4 000 101,6 300 2065 6.00 152 6 1,1 4 100 4 500 114.3 300 2065 6.00 152 6 2.0 Pipe Size - Inch€/millimeters Maximum l,Vod(. Pre$. PSlikPa End to End Inches/rnm Units Per 8ox Apn. Wgl. Each Lbs./kg Nominal 0iameler Aclual outside Diametgr Steel(lPS)Coppe. (Crc) 2 50 2 315 60,3 54,0 300 2065 419 r06 10 .t.3 0,6 21t, 65 2 815 73.0 2.625 300 2065 6 3.3 1,5 3 80 3.500 €8,9 3.125 19.4 300 2065 157 6 4.5 2,4 4 100 4.500 114,3 4.125 104.8 300 2065 6,19 157 6 5.8 2,6 5 125 5.563 141.3 130,2 300 2065 1 1.8 3.5 6 r50 168,3 155.6 300 m65 1 10 1 4,6 B 200 I625 2t9,1 8.125 206,{ 300 2065 157 I 't5.0 68 Style 47 Dielectflc Waterway I 09.07I. PRODUCTTESTING I I I I t I I t I I I I I I t I Pittsburgh Testing Laboratory Certifled Tests and Results: A test was conducted to determine a ciearflow fitting's ability to reduce the currem flow that causesinternal corrosion in a waterway sysrem. This current Frow exist. when dissimirar metars are exposed to an erecrrolyte (water) and is directryproponronal to the rate at which corrosion occurs. The test fittings wer" iti.tur]"J o6t*"". u-pi"i"'orcopper tubrng.and garvanized sreer pipe. The currenr flow acrois these fittings was meisuiJd-anJrecorded by Piftsburgh Testing Laboratory. After.each test sampre was assembred, a,prastic c€p was insta[ed on rne copper tubing. Each samprey::11P91l[i9:f lap warer.,one read of ihe murtimeter was ionnecteo to tri" .oppei t'uo,nl in"* otr,",-reao was connected to the galvanized pipe. A current readlng was raKen for each sample. The results: Sample #1: (Clearflow Dielectric WateMay Connectols)r 0.066 m Sample #2: (Galvanized Pipe Nipple); 0.345 ma Sample #3: (lnsulated Dietectrjc union)r 0.44i ma Sample #4: (lnsulated Coupting): 0.209 ma NOTE Cenified resu ts of these tesls are a\,?rlable upon reauest Dielectric Waterway Fittings Test Data and Results: The facts and test data reported in this submirrar have becn cenified by pitsburgh resting Laboratoryand collected by Perfection Corporation engineers in tneirown taOoratories. Similar te$ing on Clearflow_ llpjjlils_t llt!.9quat resurrs have been cd,tineo oy iu,.;o; i";;; l;b;, i; ;;; ;;;#;iff' " rntormatlon, contact Victaulic. PITTSBURGH TESTING LAB CERTIFIED COMPARATIVE DTELEGTRTC FITTING TEST RATINGS- ,I CLEARFLOT|/ ,rMlL.,- ,! INSULAIED f4 tNsutATEDDIELECTF,"..^,noi" GALvANizEo DiELEcTRIc iitt.ritlid CONNECTOR 'lrb Eull! p*dad ' lhrs qrih sb cpoclanv td I" .ie rifirgs €nd M.dhd ohi. r.p Eh ., 7oF. orhd si26 trdnor renps,u@ 6.d wnd k' ,i.rd p'pqtirEr 6s!rr. 0,500 M. O,{io Mt g E 0.r00U! $ H= 0.35r' r.,6 lEi o'3ooM' E g; o.zso uB 6 5 ii 0.200 Ma;9 P E o.i50trt. o 0.100 M. 0.050 M6 0 000 ira *"'TH::ll3l*""il:ill"Jlif,LilJ;""8:;l&illli:#ffix;::.;f1,"",,J:l,Ji:H""i?$ffJ"i"i1i;T:i;1"":."8ff111f,J"#;frlll?.",.,.^ Style 47 Dielectric WaterwayI t I I I I T I I I t I t t I I I t I I FUNcrloN: Used as an auxiriary inret connection to supprement the fire protection watersupply. Provides unobslructed waterway. Frush design desir'"'bre when appearance is a iacror. REtrULAFLY FURNISHE0: Brass prate wilh rettering as serected. porished brass snoot withtgid end. NPT x pin lug hose thread swiver, pin rug prug ind cniin. Round or square praie; siieas selected by model number. wh ',Aihr.t cn Round prate I with 8"rzo.: ar Round prate lwith 8"tzo.t "n square prate Kougn Erass lpolished llloaet Sizell$"1 Ivpg Size I nrtoaet size I sore . . .2A,nt cntcuuJ.....txt......14"/3.acm15011 . . .Zf,/6.4 c,nlSOlT . ..2qx3"/6.4cmx7.6cm glllortAr- FINIsHES: -D I iSli za':3.":4 cl,:;,nltot" ' ' ' '3"n a cm l:sfo""lr:l: !r_1t:d. (Refer LETTERING: nuro sprd ' - spEctFY: rhread and tetterinsro page 6 ror speciat finishes) sTANDplpE TWGI.WAY INLET Back OutlEt Top or Botlom Outlel SING;LE INLET Back Outl.t to supplement the fire proteclion water Flush design desirable when appearance THFIEE.WAY INLET FUNCTION: Used as an auxiliary inlel connection i.'5?I;8ilt clappers provide unobsrrucred warerway. FEGULARLY FUtrNIsHED: casr brass body wfth drop crappers. size, ouflet rocation andnumber of inlets as serected bv moder number.'porished br"iJinte with r'eftering ui s"r""t"o.Pofished brass 2ld'/6.4c.,doubr;femare snoots with rigi;;il$'?, pin rug r,oie if,;il;i";r;;pin lug plugs and chains. Top or Bottom Oullot i@-[,_l-i ffi OPTIONAL FINISHES: -D Polished Chrome plated -SS Polished Stainless Steel Plale lRg{er t9 page 6 for special r|nrsnes) LETTERING AVAILABLE: AUTO SPKR STANDPIPE DRY STANDPIPE AUTO SPKR STANDPIPE (Refer to page $,8 for special lettering) -t 31,/rtrI ll&e- W Snoot 3 ; , ; VARIATION: -F Sillcock Flange Ptate wlth Sillcock SPECIFY: Thread and lettering t_;,0;_lI l-E-l-E-r Ir'''m"i- ,3",1,,"'**a+-'''i-"'--'-surrx'r t_a-_ -l NOTE: ALWAYS tNDtcare sose tltneao nequtnEMENrs-All dimonsions in English and Metr,ic. I I TYPICAL TWCI.HEILE PLATE rspecify Number of Hotest LETTERTNG +-_ t,()\-/ \_-/o.+ OPTIONAL LETTERING t I 1" /2.s cn Engraved Letters Brass plate with radius corners Holder SPECIALIZING ]N CUSTOM PLATES. A VARIETY OF LANGUAGES AND GRAPHICS AVAILABLE SPECIAL LETTERING AVAILABLE SPECIFY YOUR REQUIREMENTS 56it5 I I I I T I I I I I I t ^ FutruftgN: Used to rdentiry and trim flush+Ecut-Anty FUFNtsHEtL p"ti.h"d ;;;;" plilitiiip,r"u,,on as setected by modet numDer.OPTIONAL Fll,llSHES: -D polished Cnrome 'plareJ -,SS Polished Stainless Steel vARlAflsN, -F silrcock l["#:t3,5,T" 6 for specialfinishes) SPECIFY Lettering 56m 5625 5630 5640 6645 5655 56qt 566s 56?5 5680 5604 5685 56Et 5691 5692 5698 5694 5695 5606 5697 56S 5100-V Se es / i587-Oi, 09, 0i / ss0&01. 0g. 05 5100-H Se €s / 5587-02, 04, 06 / SSOO-02, 0{. 06 5200-V Series /5589-01, 03. 0i 5200-H Seri8s /5589-0i. 0A. 0S $100-V Solies / 5Sg0-01, 03, 0s /Ssgi_0l, 0g, 0I 5300-B S6rles / 5O$-0?, 04, 06 / EE91-02, 0d, 06 55e1-5534 / 5587.01, 03, 05 / 55Ss..01, 03, 05 5525-5538 /5587-02, 04, 06 / 5588_02, 04, 06 554t-554{ / 5589-01, 03, 05 5&15.5548 / 5509-02, 04, 06 5561-5567/5590t1, 03, 05/55S1.01, 03, 05 5565-s569 /5590-02, 04, {16 / 559t-02. 04. 06 5062-6 / 55rr-02, 0/r, 06 / SigS-o2, 04, 06 5864-6 /5589-02, 04, 06 5[65-6 / 5590.02, 04, 06 / 5501 .02. 04. 06 t NOTE: ALWAYS ' Drclre nose riieaanEournErrrEiE All dimensions In English and Metzb.Page 5-8 RequrrGd InsgsctD.E:' Inrpec{onAmel SlbAddncr: Thurudry, JufiE 24,?004 FSIfD CD Sffitr:hupArt: ?!O BRIDGE STVSL zm BR[tcE sTREFr, VAfir gO Typ.r tco*nt SubTrpc: ACOI* [.Ee: VA AP,t l@mr6on ^adt hr:CondTSi: Oflnar: AF0ilcont Cdiblcbfi Dccrhdon: l.[o{or: Conrnen$ Cofimsol: Occtry{*rey Pl$ns: 30g.SO€e00Ff$ns: 30&i8S€600 WLL REOI,nE A SITE CoI/ERA6E VARTA'.ICE. lD [te ftca& $fildr rrr$ lgfi1 g oh'Et tDiE lh.pPlEffid P5ns. | 0in fff,ilhg - EXIIIfGG]gLlEs, trre hfin trolvr|l 4:l?O4 " Cm\rNSWIRRENCTI#EELI. AiDFAE - JSUTI€R Rrqur*trd llEoccdf*r(el t' - Rqu€4n Ac{gndTo: Acion: thrn: 5ll7 PLAt{.,Ffi{AL CrO In|ncc0qE,llj|lbry tEmr t0 tsl.oc+tnil.!4n UE:frz__cot|tPA}fy, hE. fnE).,To: CDAVF R.qulab{tTlme: S:@At' Plrone: 3G34S7873ERUedqfi D€OfOfN f Res|€cb{rftne: o8:fi}AflFtlm: 3(Iffi7673Enilsdry D€OLDEN l( Itfic ES: hrc. (flc) Tilnc Erg: ^ ffiFtEa UIE[aCOilt'ANr,*,sffi: r,vc,AltPtsElr lrl,-n" a ?o[fr,r\l tr$ffiffi' '4. to 4rffifiryffi: ;;Aee'u'rd" -_ _.qp{rqurs: ONWhDOW NORftt OF DOOR. *ffi;ffi. n;'Anriowd-;-- __ _ q)!{!cfh I{CnTHOF rc(n OpEtrtr{G:ffiffi"*m:; fiffiffi. tr^"-( tfit7 PL ii-Ffi.tAt_co L Q9q EH:f!.tALCrO tO{t ELDOFhNICKT nrn: lEtr: lnu |h||r: lmt: bd!:lun:lun:idn: hrf!: Run Id: 20008Epr131 T0N'Nffi Project Name: KEMOSABE SIGNAGE Project Description: Design Review Board ACTION FORM Departrnent of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 web: www.ci.vail.co,us DRB Number: DRB0401B2 ADDMON OF AWNING AND SINGAGE TO THE REFERENCED PRO]ECT Participants: OWNER SUFER BUILDING LLC 05/10/20M phone: 230 BRIDGE ST VAIL co B1657 License: APPUCANT YODER, TOM OS/J:O/ZOO4 phone:970-925-7878 434 E, COOPER AVENUE ASPEN co 81511 License: ProjectAddress: 230 BRIDGE STVAIL Location: 230 BRIDGE STREET, VAII- CO Legal Derription: Lot: B Block 5 Subdivision: VAIL VILLAGE FIUNG 1 Parcel Number: 210108229002 Comments: SeeConditions su\r-=tt1 BOARD/STAFF ACTION Motion By: Action: STAFFAPR Second Bylvote: DateofApproval: 051L912004 Conditions: Cond:8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Planner: Warren Campbell DRB Fee paid: $56.00 ffi T014/t\I0IyAltw Application for Design Review Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479'2457 web: www.ci.vail.co.us General Information: All projects requiring design review must receive approval prior to submitting a building permit application' Please refer to the submittal requirements for the particular approval that is requested' An application for Design Review cannot be accepted until all required information is received Oy tne Cdttunity Development Departrnent' The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission' Design review approvat lapses unless a building p".rnit lt'i*tu"d and construction commen@s within one year of the aPProval. 11 F,!\E(.r_lVEfu I Description of the Request: Physical Addt€ss:240 Dffi 6to ze VA{L. l?ft a" *r"rror. at 970-328-8640 for parcel no') Name(s) of Owner(s): Owner(s) Signature(s): Name of APPlicantl Mailing Address: E-mail Address: lrpe of Review and Fee: H sisns D Conceptual Review U New Construction tr Addition tr Minor Alteration (multi-familY/commercial) E Minor Alteration (singlefamilY/du Plex) D Changes to APProved Plans n Separation Request l,r"rr* * 91.00 per squarefootof totatsisn area. (trlL:frffir"1 $650 For construction of a neur building or demo/rebuild' iiOO For an addition where square footage is added.to. any residential or commercial building (includes 250 additions & interior conversions)' $250 For minor changes to buildings and site improvements' such as' reroofing, painting, winclow additions, landscaping' fences and retaining walls, etc' $20 For min-or changes to buildings and site improvements' such as' reroofing, painUng, t"indoti' uOdit'ons, landscaping' fences and retaining walls, etc. $20 For revisions to plans already approved by Planning Staff or the Design Review Board. No Fee fr08/,/a€ ************'l'**{t********:f ******Jk,F********'t :t *****:t************r<*:F'i,t tr,t * * * * * * * * * * + {. * * * {. !r * {. * * x *. * TOWN OF VAIL, COLORADO StAtEMENt** * * * * * * * * * * * ** **** * * * * * * * 't * * * * * * * * * * * * * * * * * * * * * * *,F* ** * * ** * **** +:t:k,i. * * * * i. {. + * + 4r,r x * * * * * r<,* i< * * *rt d< Statement Nurnber: R040OO5BOO Amount: SBr.oo OS/tt/2OO4O5:21 pM Pa)zment Method: check Init : ,fS Notation: #2923 /GUT THOR$TTON DESIGN Permit No: DRB040182 T)rpe: DRB _ Sign Applicat.ionParcel No: 2TOIOA229OO2 Site Address: 230 BRIDGE ST VAIIJ Locati.on: 230 BRIDGE STRXET. VAIL, CO Total Fees: $81.00This payment: 98L.00 Total_ AIrIr pmts: S81.0o Balance: S0 . 00*{'*+:l'*********,t * * * *** ** x * * ***** **x* * * * * 'k * * *** * * * * * * * * * * * x* * * t( * * * * * * i. * * * * f * * * x * * * * * * * *:r * * * * * i. ACCOTINT ITEM LIST: Account Code Descr^iption Curi enl prnts DR OO1OOOO31122OO DESIGN REVIEW FEES sP 00100003124000 stGN FEES 50.00 31.00 lhr-28-01 04:58p0 trw-T0tll 0F tAll C0nffilTY 0lliEl.0PlfllT 9701I9?1t?T-013 P.001/005 t-ilti ,-m SIGIIAFPLICAIIOil SI' BTTIITTAL REQUInEMEIITS Ceneraf Infurmatioc Thls applicathn k for any Sgn that is located wfifiin the Toum of Vall. Speq]fic requirernents arc avaihHe ftom the Departmentof Cqnmunlty Develognert. I. SUBTTTTTALREQUIREHSYfS A. B. c Nameof Business. KfrnO *E Buitrfins name and fWcar addressi €Ll@, EUUDfiG | 24 mW ?ftrffi VAil' Written approVaf frsn condominlum associatim, hndhrd, and ioint @vrs, if appllcable. Type of siqn (dteck an $at apply)l QFreesbndirq Sign Ewatl Sgn QHanqrnS / Proilcling Sgn QDbplaf Bo{ trIlalty Specbl Eoad QJoirf Dircdry Sign Q5utdivf nn Enb-arre Sign tr Buildirg ldentiflcatbn B Mural @Trroovsgn D $go Prognin tr cas Filhd/Fiber Optk tr Temoorary Shn @oud. nmtTua M lF4B-/2-/b,qo E. F. \t. H. I. l_ K. L Numberof dgns prom;*r:W7Y4U/-l@- Numberof stgrs g,.istr!l: l/k Srgn message: Sign and letiering dimensions fgr eactt proposed sign (atbdt a colored scaled schernatic dnwirq@ve'- nt /&q-' Fm*ut/lq - . tength of bushess ftontrge: . ?6' SiEn Locab'on (attadr a sfte plan and an indkattuq the propoeed location of sign{s)): Matdhb and cofors dsign (dtbcfi samples) : 23 kt o1h t4FJn n. lqreff sQn hhUrE danl ilo s(a u6lt-ntu6 e IndGate type, lo@tion and number of futures.o Indude heQtt abon gradg, lumens output, luminoLs arcd.o AtOdraqrtsheetforeadr proposdfirfule. Dnwims sho$,irng how and where the slgn or awnirp wltl #dt b S€ hdHing and tron, tre Bt n{ng will beonstruffi. Page 3 of 4&l/10r'0? d tr.L TL l!II sU' utEz(, -@lrjcl Ffr49 ?,Y6Yh.aox>oz LJ |aJo-FstJ) 'J g 3Loz =6F o o -o(,co tn -o-oott l) coO Eo x c',c No o, H m4 @ O EH M rc() E E t- oo F\ R \\ tn $e S"q I Lo o El .E Jo R,VT f{\ '6 .B p*"\u.=? {}o:l oEg s3s-=qS d:U^U ) I I(n l,.zl, a'l I:lz3l=>l<H6lx6 \ cr or I =l$$u$€$$s$$,ddd ;\ tl \ di J (J v> FzTiOodc lJ- LIJFd.E9tiulTOHA;9;of- M.oo-EuzoAf3*! IIJ s\s q)ci'5 -oo).; 'i LLI LLlr F6' .=c!to .=+E8o't>-ooo .t-;o).-tro rEoi =;-Tt cEOoee>\ anCEo.teXl-o.o <o- ..-oruo Oo75, Fzoe,lJ- LUu.oFa o |lllgl <n9l ool o-t|oEI Kcol I-+-- z-l oot -fl;l<l =tlJ IIJoo +l l-' -taa -+- IqIcl )l<lq cO g s <( o)EC cl]c ol9 "g5Ei orEI ei s9i 'ci S El *.ootnl ES 4l R ei F '6 Eot- o ]orc '= c; xu-l \o $t trJ { sErL3 ss $E $* SS, s$ lD.'$F $\ :- 'Ar $- t o tl .it di (J .t) N t1 n2F9ekE6 E lll-c'trurzIvl ud r) \l 14 ': '& -sOd z = u) z ; Ea g] F. s\ 6:{ \lfus*sti*tsi rS 1/'! 3 E.-JE:oR =(53.s !s. _ (:, dii",3ori Ro= 6 a o= -: €'B aJ q) rd qr= I oo c:l- ='='; '= 9!9 l=n :i --ls3 <E€.:l: a;: r elE 5 EF v []N fl gEI vlzF96kfrE 5UtrlAz |J ut v*{ ltJ'r R ,t .$ Od z B th z v) Bi-ca EI F s rr o\ F\lill*stii€$s i rS .s 3 E--JE: =l i(5H-!s. c-r9ii o'c ur <)= .= .j: >Et-a= o)d G/t := oo o ='F'= '=q)q)>-E;! a ag # ='E9J.=:F; o- =FE t_lb _l_{ol-Et ..(ttl o) EIE 15 {+ F t/tzbo =,EE\,tro a2 lll6t9trr^zIvl ',,.1# I:< O (J z B v) z v) t!-cza F ;$- t:lpsi.<; s .\:\R.:,is :tt$$ siii$i+, t asss$ s$$i *$$t $ + rFa €+<3 E.-JE: =R;a.-:t('3- !€._ ot (oi(eB-. a: (l):-o -= @ .F(D. ut o='=E =I at" J o) lL (E @= tv l-' (t' o .,l- ='q'-l I oE o lc{ =.= il\ .=-.Ycl* = E: Elii <E€613 r4E B*l-' F= o - Ess - E. .rC ct+ {+ E C6 {+ o 6sc6 + (r: J<l I I : CTI|laotJ() Itl 94lllF t& .+t't:t:.H I "rl,t tttr tLC' =oFFoe - x\no EH ,"&fi >*-E -,HI ttr J rrioC]a t{I:l- stIrlazlf, Ft{zo rct{F lrlFI dan F.ln5>) + r..| + .tt ,,r/ olgcs ueH toolJ +atl{ gttn t//q/A S#lxWq A#sffilt Sv+H^4vtvHt*7dq ailuSlva eMwl4 .- rw 9/ilA1e/19 4oH1 doon ,tw14 &til tvav 1/14 a10N ltotgJlfr @rymwr,nl Jsd wn$ nail oz's,a, suptle1q Pw sw1 )w -'-'-lELttlt\n sTtuS rl lv;{rt<l\t-\l Y] d\.- _J---_t *12 rr-f Alst* lo aavlolg J,l-tqratvJ 4@ngtugxl arcuuaN t-K, ,iF*,* 'l+ ,/ t?L{ftt uQ'i? V'vw (a) wod T2)tft+lA4l EIV$I- @6241a1-#Jgil &Ito44 I uLt+ :@$/sltlL*tu lsl/'afi?Js flJAlh\ AAE4-+ \dfrlsluqvffi e/ldJ ttzrtJL6 d\ uAl,g qLgE w dtilo.trdJ& dM:lo1 1ygry JhL'ailyt+S 9V '77vil1 91'19 /Wl oe 1Sb "14 p-inol '++a _ A/s7 NtUl/ Y {r2/W A.qtA# fp)-VJ tUfuturu nAl'l htrt*ry-v {ry) \3/ e4/Ad4 W@Hil7'dEffiW th,-V t& eAq Svle'l $s$ss$ iF$F $fr$$$$$ H$$$fi$[H tL\_t G. --l\+ RI\t \ F F $F sb -l \\-i\i si \"i\l-\- | |\-l I $$s a ^l ^l N T q) ()q ) F ffi H$ Nt $ $ $ E$$[ F$$- +rt Fs $$ SR t\ HF.tr\tr tt\ $ p #F NFh{ *$ $t$ $$ [.J"{ {R6 I 1 s) t\i}H[^F tnLYsalr h-J e.Nfts k$tt $$ R$ Rft N r- -.J )R!\(- IH is$ $s [$ I I I I rl ;l rl rl .l)lrl.Irl,l)l rn)