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Home My WebLink AboutVAIL DAS SCHONE FILING 3 LOT 3 SAFEWAY REMODEL ELECTRICAL LEGALTOWN OF VAIL 75 S.FRONTAGE ROAD VAIL,CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE:THIS PERMIT MUST BEPOSTED ON JOBSITE ATALLTIMES ELECTRICALPERMIT Permit #:E96-0230 Job Address: Location ...: Parcel No ..: Project No.: 2171 N FRONTAGE 2131 N FRONTAGE 2103-114-15-011 PRJ96-0097 RD WEST Status ...: RD (SAFEWApplied ..: Issued ...: Expires ..: ISSUED 09/23/1996 09/23/1996 03/22/1997 APPLICANT ELECTRICAL CONTRACTING SERVICES Phone:303-777-7737 363 WEST EVANS AVENUE,DENVER,CO 80223 CONTRACTOR ELECTRICAL CONTRACTING SERVICES Phone:303-777-7737 363 WEST EVANS AVENUE,DENVER,CO 80223 OWNER SAFEWAY STORES 46INC AP-EXPENSE,PO BOX 29089,PHOENIX AZ 850389089 Description:ELECTRICAL WORK FOR STORE REMODEL Valuation:140,000.00 **~~~*~*~~~*******~*******~~~~~******~~~**~*********~~~~~~*FEE SUMMARY *****~~~**~~~******************~~*****~**~~*~******* Electrical---> ORB Fee ---> Investigation> Will Ca ll----> TOTAL fEES---> 2,437 .DO .DO .DO 3.DO 2,440.DO Total Calculated Fees---> Additional fees---------> TotalPermit Fee--------> Payments----------------> BALANCE DUE -------------> 2,44O.DO .00 2,440.00 2,440.00 .00 *******************************************~**********~***~*********************************************************************** Item:06000 ELECTRICAL DEPARTMENT Dept:BUILDING Division: 09/23/1996 CHARLIE Action:APPRFORERNST *********************************~~~*~*******~***************~****~**********************************~*~************~************* CONDITIONOF APPROVAL 1.FIELD INSPECTIONS ARE REQ'D TO CHECK FOR CODE COMPLIANCE ********************************************************************************************************************************** DECLARATIONS Iherebyacknowledge that Ihavereed this application,filled outin full the information required,completedan accurete plot plan,and state that all the information providedas required is correct.I agree to comply withthe information and plot plan, to comply with all Town ordinances end state laws,andto build this structure according to the Town'szoningand subdivision codes,design reviewapproved,Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFfICE fROM 8:00 AM 5 :00 PM SIGN~O~R FOR HIMSELF AND OWNER **************************************************************** TOWN OF VAIL,COLORADO Statemnt **************************************************************** Statemnt Number:REC-0210 Amount: Payment Method:CK Notation:#2608 2,440.00 09/27/96 15:42 Init:CD ELECTRICALPERMIT 2,440.00 E96-0230 Type:B-ELEC 2103-114-15-011 2171 N FRONTAGE 2131 N FRONTAGE Permit No: Parcel No: Site Address: Location: This Payment RD WEST RD (SAFEWA Y) Total Fees:2,440.00 Total ALL Pmts:2,440.00 Balance:.00 **************************************************************** Account Code 0 1 0000 41313 01 0000 41336 Description ELECTRICAL PEm1IT FEES WILL CALL INSPECTIONFEE Amount 2,437.00 3.00 ~*,*c o n t a c t Ea gle Count y A ss e~s at 9 70 -3 28 -86 40f or Parce~ •PARCEL /I :ZI O '3 ~fl Y -IS -0 11 Of fic e ~ TOWN OFVAIL CONSTRUCT~ PERMIT APPLICATION FORM DATE:'1-/1 -5 b FER NIT {,--- APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED )(.............................PERMIT INFORMATION ••••••••••••••••••••••••••••• []-Building []-PlUmbing [X]-Electrical []-Mechanrcal [J -Other Job Name:SA F€lNA'('Job Address:'-131 1'1.fYwvfAr c.eJ-~. SUBD IVISION:Filing -"""~'-"-"......,,~"-'-_Block,_Legal Description:Lot _ Owners Name:Address:'fPP.l Jw "Z..'10,,"fA.Az .Ph._ Architect:____________Address:____________Ph._ General Description: ,; Work Class:[J-New [)g-Alteration []-Additional [J-Repair []-other _ Number of Dwelling units:Number of Accommodation Units: ~mber and Type of Fireplaces:Gas Appliances Gas Logs Wood/Pellet 1\*********************************VALUATIONS ********************************* BUILDING:$ELECTRICAL:$J~0000 .D 'OTHER:$._ PLUMBING:$MECHANICAL:$,TOTAL:$,_ ~***************************CONTRACTOR INFORMATION ***************************~eneral Contractor:Town of Vail Reg.NO._ Address:Phone Number: Electrical Contractor: Address::1(3 V</.~VA-MJ Plumbing Contractor: Address: E .C.S Town of Vail Reg.NO.'2.60~£ Phone Number:2 oa-J77-7777 Town of Vail Reg.NO._ Phone Number: Mechanical Contractor: Address: Town of Vail Reg.NO._ Phone Number: ******************************** BUILDINGPERMIT FEE: PLUMBING PERMIT FEE: MECHANICAL PERMIT FEE: ELECTRICAL FEE: OTHER TYPEOF FEE: DRB FEE: FOR OFFICE USE ******************************* BUILDING PLAN CHECK FEE: PLUMBING PLAN CHECK yEE: MECHANICAL PLAN CHECK FEE: RECREATION FEE: CLEAN-UP DEPOSIT: TOTAL PERMIT FEES: Comments:----------- TYPE GROUP SQ.FT.VALUATION BUILDING: SIGNATURE: ZONING: SIGNATURE: XCLEAN UP DEPOSIT REFUND TO:, e e TOWN OF VAIL DEPARTMENT OF COMM UN I TY DEVELOPMENT 75 S.FRONTA GE ROAD VAIL ,CO 81657 970 -479-2138 NOTE:THIS PE RM IT MUST BE POSTED ONJ OB SITE ATALLTIMES ELECTRICAL PEID1IT Permit #:E96 -0 263 Jo b Address: Location ... Parc el No.. P ro ject No. 21 71 N FRONTAGE 2131 N F RONTAGE 2103 -114 -15 -011 PRJ96-0097 RD WE STS ta tus .. RD (SAFEApp li ed . I s sued .. Expires . ISSUED 10/21/1 996 11/01 /1996 0 4/30 /19 97 APPLICANT E CELECTRIC,I NC.Phon e:9 70-241 -3 30 2 P.O.BO X 3374,GRA ND J UNCTION,CO 8 1502 CONTRACT OR E CELECTRIC,I NC.Ph on e:970 -2 41-330 2 P .O.BO X 3374 ,GR AND J UNCTION,CO 815 02 OWNER SAFEW AY STORES 46INC AP -EXPENSE ,PO BOX 29089 ,PHOE NIX AZ 85 0389 089 Description :EXPANSION OF SAFEWA Y S TORE 4460 SF Valuatio n:11 0 ,000 .00 *******************************.*.****.*********.**********FEE SUM MARY *************************.******************************** Ele ct rical ---> ORB Fee ---> Inv e s tiga ti on) ~i II Call ----> TOTA L FEE S---> 1 ,927 .00 .00 .00 3 .00 1 ,930.00 Total Calculated Fees ---> Addi tional Fees---------> To talPermit Fee--------> Paym ents----------------> BALANCE DUE -------------> 1,930 .00 .00 1,930 .00 1,930.00 .00 ********************************************************************************************************************************** BU ILDING Divisio n:Item:06000 ELECTRI CA LDEPARTMENT Dep t: 1 1 /0 1/1996CHUCK Act io n:APPR ok pe r eg Item:0 5600F IREDEPARTMENT De pt : 10/2 8/1996 JOHNG Acti on :APPR FI RE Divis io n: t*************.*.***.*.*********.*******.****.***********i*.*••*********.******.*.****.*****.************************************* CO NDITIONOFAPPROVAL ********************************************************************************************************************************** DECLARATI ON S Ihereby a cknowledge th at Ihave re ad t hisapp l ic at ion,fil ledouti n f ull the inf ormation re quired,complet ed a n a ccur at e plot p lan,and stat e that all the inform a tion prov ideda s r equir ed i sco rrec t.1 agree to com ply with th e information a ndp lot pla n, to comp l y with aLL Town o rdinancesand s t ate la ws,and t o build this stru cture a ccording totheTown's zoning and s ubdiv is ion codes,de sign revi ew app roved,Unifo rm Building Code a nd other ordinan ces ofth e Tow n applicabl e thereto . REQUESTS FOR IN SPECTI ON S SHALL BE MADE T~E NTY-F OUR HOU RS IN ADVAN CE BY TEL EPHON E AT 479-2138 0 FR OM 8:00 AM 5:00PM **************************************************************** TOWN OFVAI L,COLORADO Statemn t **************************************************************** Statemnt Number :REC-0233 Amo unt : Payment Met hod :CK Notation : 1,93 0.00 11/14/96 15 :16 #2633 5 I nit:OS ELECTRICA L PERMITE96-0263 Type:B-ELEC 2103 -114-15 -011 217 1 N F RONTAGE 213 1 N FRON TAGE P ermit No: Parcel No : Site Addr es s: Location : T h is Payment RD WES'l' RD (SAFEWAY) Total Fees :1,930.00 Total ALL Pmts :1 ,930.00 Bal ance:.00 **************************************************************** Account Code 0 1 0000 413 13 0 1 0000 41336 Descript ion ELECTRICAL PERM IT FEES WILL CA LL INSPECT I ON F EE Amount 1,927.00 3.00 e e TOWN OFVAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S.FRONTAGE ROAD VAIL,CO 81657 970-479-2138 NOTE:THIS PERMIT MUST BEPOSTED ON JOBSITE ATALLTIMES ELECTRICALPERMIT Permit #:E97-0066 Job Address: Location ...: Parcel No ..: Project No.: 2171 N FRONTAGE RD SAFEWAY STORE 2171 2103-114-15-011 PRJ96 -0097 WEST Status ...: N FRONApplied ..: Issued ...: Expires ..: ISSUED 04/28/1997 08/20/1997 02/16/1998 APPLICANT ELECTRICAL CONTRACTING SERVICES Phone:303-777-7737 363 WEST EVANS AVENUE,DENVER,CO 80223 CONTRACTOR ELECTRICAL CONTRACTING SERVICES Phone:303 -777 -7737 363 WEST EVANS AVENUE,DENVER,CO 80223 OWNER SAFEWAY STORES 46 INC AP-EXPENSE,PO BOX 29089,PHOENIX AZ 850389089 Description:FIRE ALARM SYSTEM FOR SAFEWAY Valuation:8,000.00 ***********************************************************FEE SUHMARY ********************************************************** Electrical--> DRB Fee ---> Investigation> Will Call----> TOTAL FEES---> 144.00 .00 .00 3.00 147.00 Total Calculated Fees---> Additional Fees---------> Total PermitFee--------) Payments---------------) BALANCE DUE -----------) 147.00 .00 147.00 147 .00 .00 ***************"'****************************************************************************************************************** Item:06000 ELECTRICAL DEPARTMENT 08/20/1997 CHARLIE Action:APPRN/A Item:05600 FIRE DEPARTMENT 04/,28/,1997 CHARLIE Action:NOTE PLANS 04;29;1997 MIKE_M Action:NOTE Plans Dept:BUILDING Dept:FIRE TO FIRE DEPT not approved. Division: Division: ********************************************************************************************************************************i~ CONDITIONOF APPROVAL ********************************************************************************************************************************** DECLARATIONS Iherebyacknowledge that Ihaveread this application,filled outin full the information required,completedan accurate plot plan,and state that all the information provided as required is correct.I agree tocomplywith the information and plot plan, to complywith all Town ordinances and state laws,andto build this structure according to the Town'szoningand subdivision codes,design review approved,Uniform Building Code and other ordinances of the Town applicable thereto . REQUESTS FOR INSPECTIONS SHALL BE HADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR TOUR TOWN OFVAIL 75 S.FRONTAGE ROAD VAIL,CO 816 57 97 0-479 -2138 DEPAR TME NT OF CO MM UNITY DEV ELOPM ENT NOTE:THIS PERMIT MUST BE POSTED ON JOBSITE ATALLTIMES ME CHANICAL P ERMIT P er mit #:M96-0172 Job Addres s :2 171 N FRON TAGE RD WEST Location:2 131 N FRONT AGE RD Pa r ce lNo :2103 -11 4-15 -011 p roje ct Number:PRJ96-0097 Status ...:I SSUED Applied ..:10/21/199 6 Issued ...:1 1/01/1996 Expires ..:04 /30 /1997 APPL ICANT VALLEY WIDE MECH.&ELECTRICAL I Phone:3039491747 POBOX 5080,AVON CO 8 1620 CONTRAC TOR VALLEY WIDE MECH .&ELECTRICALI Phone:3039491747 POBOX 5080,AVON CO 81620 OWNER SAFEWAY STORES 46INC AP-EXPENSE,PO BOX 29 089,PHOEN IX AZ 850389089 Des cri ption: SAFEWAY EXPANSION44 60S F Fireplace Infor mation:Re stric ted:not Ga sApplianc es: Va lua t ion: no t GasLogs: 90,000.00 no t Uood /Pallet : Dept:BUILDINGDiv ision: Dept :FIRE Division: ***********************************************************FEE SUMMARY ********************************************************** Mechanical---)1,800.00 Restuarant PlanReview--).00Total CalculatedFees---)2,253 .00 Pl an Check--->450 .00 ORB Fee-----------------).00 Additional Fees ---------).00 In ves tig ati on>.00 TOTAL FEES -------------->2,253.00 Total PermitFee-------->2,253.00 Uill Call ---->3 .00 Payments----------------)2 ,253 .00 BA LAN CE DUE-------------).00 ********************************************************************************************************************************** Item:05100 BUILDING DEPARTMENT 11/01/1996 CHUCK Action:APPR Item:05600 FIRE DEPAR TMENT 10/28/1996 JOHNG Action:APPR CONDITIONOFAPPROVAL 1 .FI ELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. 2.COMBUSTION AIR IS REQUIRED PERSEC.607 OFTHE 1991 UMC. 3.INS TALLATION MUST CONFORM TO MANUFACTURES INS TRUCTIONS AND TOAPPENDIX CHAPTER 21OF TH E 1991 UMC. 4.GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 9 AND SHALL TERMINATE AS SPECIFIED IN SEC.906 OF THE 1991 UMC. 5.ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH SEC .505 AND 703 OF THE 199 1 UMC. 6 .BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. 7.PERMITLPLANS AND CODE ANALYSISMIUST BE POSTEDIN MECHANICAL ROOM PKIOR TO AN INSPECTION REgUEST. 8.DRAINAGE OF MECHANICAL ROOMS CNTAINING HEATING OR HOT-WATER SUPPLYBOILERS SHALL BEEQUIPPED WITH A FLOOR DRAIN PER SEC. 2 119OF THE 1991 UMC. ******************************************************************************** DECLARATIONS *~************************************************************** TOWN OFVAIL ,COLORAD O S tate mnt **************************************************************** Statemnt Number :REC -02 33 Amount :2 ,253 .00 11/14/96 15 :18 Payme nt Method :CK Notatio n :#26335 Init:DS MECHANICAL PE RM IT 2 ,253 .00 2 ,2 53 .00 .00 RD WES T RD Total Fees : Tota l ALLPmt s : Bal ance: 2 ,253 .00 M9 6-0172 Type :B-MECH 21 0 3-114 -15 -011 21 71 NF RONTAGE 21 31 N FRONTAGE Permit No : Parcel No : Site Address : Locat ion : T h is P ayment **************************************************************** Accoun t Code 0100 00 41 312 01 0 0004 1332 01 0000 41336 De script ion MECHANICAL PERM IT F EES P LAN CHE CKF EES WILL CALLI NSPECTIONF EE Amount 1,8 0 0.00 450 .00 3.00 TOWN OFVAIL 75S .FRONTAGE ROAD VAIL ,CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE:THIS PERMI T MUST BEPOSTED ON JOBSITE ATALLTIMES MECHANICAL PERMIT Permit #:M96-0173 Job Address :217 1 N FRONTAGE RD WEST Location :2111 N FRONTAGE RD (SAFEWAY) Parcel No:2103-114-15-011 project Number:PRJ96 -0097 Status ...:ISSUED Applied ..:10/22/1996 Issued ...:10/22/1996 Expires ..:04/20/1997 APPLICANT VALLEY WIDE MECH.&ELECTRICALI Phone:3039491747 POBOX 5080,AVON CO 81620 CONTRACTOR VALLEY WIDE MECH.&ELECTRICALI Phone:3039491747 POBOX 5080 ,AVON CO 81620 OWNER SAFEWAY STORES46INC AP-EXPENSE,PO BOX 29089,PHOENIX AZ 850389089 Description: HVAC REMODEL FOR SAFEWAY REMODEL +EXPANSION Valuation :69,800.00 Fireplace Information:Restricted:Y #Of Gas Appliances :#Of Gas Logs:#Of YoodjPallet: ***********************************************************FEE SUMMARY ********************************************************** Mechanical--->1,400 .00 Restuarant Plan Review-->.00 Total Calculated Fees--->1,753.00 PlanCheck--->350.00 ORB Fee----------------->.00 Additional Fees--------->.00 Inve stigation>.00 TOTAL FEES-------------->1,753.00 Total Permit Fee-------->1,753.00 Yi II Call---->3 .00 Payments--------------->1,753.00 BALANCE OUE------------->.00 ********************************************************************************************************************************** Division: Dept:BUILDING Division: CHARLIEDAVIS Dept:FIRE Item:05100 BUILDING DEPARTMENT 10/22/1996 CHARLIE Action:APPR Item:05600 FIRE DEPARTMENT 10/22/1996 CHARLIE Action:APPR N/A CONDITIONOF APPROVAL 1.FIELD INSPECTIONS ARE REQUIREDTO CHECK FOR CODE COMPLIANCE . 2.THIS PERMIT IS GOOD FOR HVAC "REMODEL"ONLY.SEPARATE PERMITSFOR FIRE PROTECTION ARE REQ'D. ******************************************************************************** DECLARATIONS Iherebyacknowledge that Ihaveread this application,fi lled outin full the i nformation r equired,completedan accurate plot plan,and state that all the information provided as required is correct .I agree to comp ly with the information and plot plan, to comply with a ll Town ordinances and state laws,andto build this structure according to the Town's zoningand subdivision codes,design review approved,Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTIONS SHALL BE MAOE TYENTY-FOUR HOURS .~~NE AT ,479-2138 OR AT OUR OFFICE FROM 8:00 AM 5:00 PM SIGNATURE OF OYNER OR CONTRACTOR FOR HIMSE LF ANO OYNER ~ **************************************************************** TO WN OFVAI L,COLORADO Statemnt **************************************************************** Statemnt Number:REC-0251 Amount: Payment Method:CHECK Notation:#15702 250.00 03/11/97 10:53 Init:CD MECHANICAL PERMIT 250.00 M96-0173 Type:B-MECH 2103-114-15-011 2171 N FRONTAGE 2111 N FRONTAGE Permit No: Parcel No: Site Address: Location: This Payment RD WEST RD (SAFEWAY) Total Fee s:1,753.00 Total ALL Pmt s:1,753.00 Balance:.00 **************************************************************** Account Code 01 0000 4 1312 01 0000 4 1332 Description MECHANICAL PERMITFEES PLAN CHECK FEES Am ount 200.00 50.00 ;. TOWN OFVAIL 75 S.FRONTAGE ROAD VAIL,'CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE:THIS PERMIT MUST BE POSTED ON JOBSITE ATALLTIMES MECHANICAL PERMIT Permit #:M96-0186 Job Address :2171 N FRONTAGE RD WEST Status ...:ISSUED Location :SAFEWAY STORES 2171 N FRONTAGEApplied ..:11/11/1996 Parcel No:2103-114-15-011 Issued ...:11/20/1996 project Number:PRJ96-0097 Expires ..:05/19/1997 APPLICANT VALLEY WIDE MECH.&ELECTRICALI Phone:3039491747 POBOX 5080,AVON CO 81620 CONTRACTOR VALLEY WIDE MECH.&ELECTRICALI Phone:3039491747 POBOX 5080,AVON CO 81620 OWNER SAFEWAY STORES 46INC AP -EXPENSE,PO BOX 29089,PHOENIX AZ 850389089 Description: FIRE PROTECTION SYTEM Fireplace Information:Restricted:not Gas Appliances: Valuation: not Gas Logs: 39,000.00 nOf Wood/Pallet: Division: Division: ***********************************************************FEE SUMMARY ********************************************************** Me chanical--->780.00 Restuarant Plan Review -->.00 Total Calculated Fees--->978.00 PlanCheck--->195.00 ORB Fee----------------->.00 Additional Fees--------->.00 I nvestigat ion>.00 TOTAL FEES------------->978.00 Total Perm it Fee-------->978 .00 wiLl CaLl---->3.00 Payments---------------->978 .00 BALANCE OU E------------->.00 ********************************************************************************************************************************** Item:05100 BUILDING DEPARTMENT Dept:BUILDING 11/20/1996 CHARLIE Action:APPR CHARLIE DAVIS Item:05600 FIRE DEPARTMENT Dept:FIRE 11/,11/,1996 CHARLIE Action:NOTE PLANS TO FIRE DEPT 111,111,1996 MIKE M Action:APPR APPVD WITH CONDITIONS 11/20/1996 JOHNG Action:APPRAS NOTED ON CONDITIONS CONDITIONOF APPROVAL 1.FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. 2.RESUBMIT PLANS WITH CORRECTIONS -SUBMIT EQUIPMENT LISTS 6REDESIGNANDRECALCREMOTEAREA2.PERMISSION GRANTED T START WORK ON MEAT SHOP.REMOTE AREAS 1 AND 3 ARE APPROVED. SUBMIT 2 ADDITIONAL SETSOF NEW CALC'S. 3.HORN+LIGHT MUST BE 24V-80,000 CP RUN OFF F.A.P.DO NOT USE EXSISTING HORN OPRLIGHT 3 COPIES OF HYD.CALCS FOR EACH REMOTE AREA ARE REQ'D SHOW CONNECTION DETAILFOR F.D.C TO EXSISTING 3" ******************************************************************************** DECLARATIONS Iherebyacknowledge that Ihaveread this application,filled outin full the information required,completedan accurate plot plan ,and state that all the information prov ided as required is correct .I agree tocomplywiththe information and plot plan, to comply with all Town ordinances and state laws,andto build this structure according totheTown'szoningand subdivision codes ,design review approved,Uniform Building Code and other ordinances of the Town applicable thereto. REQU ESTS FOR I NS PECT IONS SH ALL BE HADE TW ENT Y-fOU R HOURS SIG NA TURE OF OWN ER OR CONTRACTO R f OR HIM SELF AND OW NER ", PM **************************************************************** TOWN OF VAIL,COLORADO Statemnt **************************************************************** Statemnt Number:REC-0234 Amount: Payment Method:CHECK Notation:#8905 978.00 11/21/96 12:45 Init:CD Permit No:M96-0186 Type:B-MECH MECHANICAL PERMIT Parcel No:2103-114-15-011 site Address:2171 NFRONTAGERD WEST Location:SAFEWAY STORES 2171 N FRONTAGE RD Total Fees:978.00 This Payment 978.00 Total ALLP mts:978 .00 Balance:.00 **************************************************************** Account Code 01 0000 41312 0 1 0000 41332 01 0000 41336 Description MECH ANICAL PERMITFEES PLAN CHECK FEES WILL CALL INSPE CTION FEE Amount 780.00 195.00 3.00 **Con t ac t Ea g le Co unt y Ass cs lIIftu(a t 9 70-3 28-8640 for P arccl~ ft/ARCEL II :;).103-I/Lj-/5-61/ Offi ce ~ TOWN OF VAIL CONSTRUCT'Ift PERMIT APPLICATION FORM DATE:_ PER.'ll T !'--- .APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOTBE ACCEPTED )([*****************************PERMIT INFORMATION ****************************. [)-Building []-Plumbing []-Electrical OQ-Mechani"cal []-Other Job Name:S.·d\'iI IQ'/P"k~Jo d .el JobAddress:JI]/t-\,[.o .d ('d~e (Ve5 f S UBD IVIS ION: _____________Pho _Address: BlockF il ing -=~:..:...:.-"-"'-'"-~"-'-_Legal Description :Lot _ Owners Na me:S f eL .::::,-,:....,J,:,,;S""'f-J _-J Architec t: General Des c ription: Address:Ph._ Y'C()L·c-±.L(~;...::VJ..l____:...,,_ Work Class:[]-New []-Alteration []-Additional []-Repair []-Other _ Number of Dwelling Units:Number of Accommodation units: * mber and Type o f F ireplaces:Gas Appliances__Gas Logs__Wood/Pellet *********************************VALUATIONS ********************************* m96-0t flro BUILD ING:$ELECTRICAL:$OTHER:$,_ PL UM BING:$MECHANICAL:\$"':~,-TOTAL:$_ ~***************************CONTRACTOR INFORMATION ***************************~en e r a l Contractor:Town o f Vail Reg .NOo _ Address:Phone Number: Electrical Contractor: Addres s: Town of Vail Reg.NOo _ Phone Number: ******************************** BUILDINGPERMITF EE: PLUMBING PERMIT FEE: ME CHAN ICALPERMIT FEE: ELECTRICAL FEE: OTHER T YPE OF FEE: DRB FEE : Plumbing Contractor: Ad dres s: Mechanical Contractor: Address: ".\". Town of Vail Reg.NO._ Phone Number: Town of Vail ~g.NOo Phone Number:C((./9-1r.7:>r79~7""- **************~~J;********OFFICE USE BUI LDING PLAN CHECK FEE: PLUMBING PLAN CHECK YEE: MECHANICAL PLAN CHECKF.f:H~t3 ',ib ~'RECREATION FEE'...""~~""'~",,+'.,....~.,".~.,,+-•..,.....---- ••...~I J -I·~"~1....;...·--,.,..,...---- CLEAN-UP DEPRS;[.T·:'!'\~"~""".:o:'~-»:, TOTAL PERMIT '\:;F;~~S:(':1 .,',r.\i'ilr-.--'------- ~~-;..\~~t"." ~.f ·.~~-:,._BUILDING: SIGNATURE: ZONING: SIGNATURE: FOR VALUATIONSQ.FT.GROUPTYPE Co mm ents:_ 'CLEAN UP DEPOSIT REFUND TO: \ e e VALLEY WIDE Mechanical,Inc. 'TheProfessionals' Reduced Pressure Assembly SUBMITTAL MANUAL FOR: Safeway #631 Remodel Roche Constructors,Inc. November 18,1996 PREPAREDBY: VALLEY WIDE MECHANICAL INC. P.O.BOX 5080 AVON,CO81620 PHONE:(970)949-1747 FAX:(970)845-7144 431 METCALF ROAD·P.O .BOX 5080·AVON ,COLORADO 81620·(970)949-1747·FAX (970)845-7144 ~THE DILLON"~OMPANY INC. FA CTU ~E ~REP RESENTATIVes 3ll:lO COOl<STReET CENN ER.COtOR<OO ~O,FAX MESSAGE Phone:(303)399·5566 Fax:(303)399 ·2114 Attn :-2 /]'a'I£i.;4(l From :4eU.L/~k Regarding :EI.>J!JLU Wv 'L ~ SPECIFICATION 'SHEET .MODEL 'S80J880V ...'....:. Date:'------- Pages:>1 +Cover ~V'JI!!"8~nJ~ackflowTl/i;Q .,.V,:Prevention REDUCED PRESSURE ASSEMBL Y Physica IP r9.p.erti es Siz e o fM ainline 21 /2",3,4",6"@ &10" Ma x .Wo rkingPr essure 175P SI (1200 KPa ) Hyd ro static Test Pr ess .350PSI (2400 KPa) Tempe rature R ange 3 2 'F t o 140 'F W C t o GO'C ) Ef1 d Co nnections Flanged AN SI 816 .1 C lass 125 Materials Main Valve BodyeCoating Sh u l Of f Valves D uctile i ronASTMA 536 Grade 65-45 -12 Fu sion ep oxy coat ed internal a ndex ternal AWWA C5S 0·90 N RS a nd OS &Y re silient we dge AWWA C509 g ate va lves 0 ................I\.~T~A DJ::.D A U.S.P atent N o .4 ,989,635 •U .S .Pat entNo .5,107,888 U.S.Pa tent No .5 ,385.166.U .S "Patent No.5,226 ,441 U.S.Patent No .5.392,803 MODEL 860V REDUCED PRESSURE ASSEMBLY (Shown In vert ical position .) REDUCED PRESSURE ASSEMBL Y Physical Properties U .S.Paten t No.4,989,635 •U .S.Patent No .5,107 ,888 U.S .Patent No.5,385,166.U .S..Patent No.5,226 ,441 U .S.Patent No .5 ,392,803 MODEL 880V REDUCED PRESSURE ASSEMBLY (ShownIn vsrttcal position .) Ducti le iron ASTM A535 Grade 65-45-12 Fusion epoxy coated i nternaland external Size of Mainline 21/2",3,4 ",6",8",&10" Max.Working Pressure 175PSI (1200 KPa) Hydrostatic Tast Press.350PSI (2400 KPa) Temperatura Range 32 'F to140 'F (O'C to 60'C) E:nd Connections Flanged ANSI B18 .1 C lass 125 Coating Main Valve Body Materia ls Installation Views ShutOff Valves Trim E lastomer Discs Spr ing IdAIiAlA r-t:t:.n 0(\ AWWA C550·g0 NRSand OS&Y resilient wedge AWWA C509 gate valves Bronze ASTM 8584 A lloy C83600 EPDM Stainless steel ~ ,;@:;~ !i L~o\c;:::JT\ Jj :£!.'~~~11~'fI........~.•;.1': :9 '":I <\' '(iji ~7r:J H.a.;..;-.::=!.....t'1 U\~~~~.·i!~~\i1(~.'~Vk1)'~~.~ MODEL 880 REDUCED PRESSURE ASSEMBLY , I I 16"min M {~ !.•.I",!~FLOW.(.A~·.;:~..:~.:J .x,\~~r..""'=-.'-~V , _8 "_~'~~I r~.m in~Jll:__18'_ ~~rnm!r(~,~.~"'-Verllcal Suppor t Adaptor' \,~J;.i i '<;r--~i i PipeSupport(furnished by •'.II i I I customer)for valve weight ~min .I ..;!!only L-~:-~/ qTr>'·~~:":"';-'_.'- Verticalorientation(model 880V) 'Note-Model 880doesno t include grooved end coupling •Adaptor supp lied with 880V only . Recomcnendsd m inimum c learances f rom permane nt str uctures forease of test ing and maintenance areshownon above drawings . .Z&ZJ ·.",:'.',',.,.'.....,.-.'.'.....•,;,..-.' Trim Elastomer Discs Spr ing ~~~~9 ~:;eA C~~~·-.. gale valves BronzeASTMB584 Alloy C83600 EPDM Sla inless sl eel Installation Views FLOW St andard or ientation (m odel 8 80'I 860 V) MODEL 880 REDUCED PRESSURE ASSEMBLY 18"m in !"""1 1/> I ~I FLOW L..,!,(~)~~~~~6 "~":.l '-miiil.·-=>:18" "',----m in~}.~V er tlC a l Support Ada ptor" r--~Pipe Support (furnishe d by 4"'.I I I cus tome r)for v alvew e ightmInJ"L.I ••I .onyq[II ....••:/ ~~~(h~ Vertical or tentatl on (model 880V) "Not e-Model 8 80 doe s noti ncludegro ovedend coupling "Adaptor supplied w ith 880V on ly. Rec ommended minimum cle arances from p ermanentstructuresroreaseortestingand L;YJ~~~S m aintenance areshown o n abovedrawings...-'iinh ",'0r-t ··...\,.':- Relief Va lv e D eta il Relief .hlpped onrigh t eice (shown) fie l:!(ea versible to left side .Dimensions NRS Sid e V iew ..····"···,····:;.·········,..··~e "~-·,,,··.-,,,~c ~.••.•z,"'.<.",._.~":..:,.,..:·.:....·e ~-···..-''''-'._··c,,;..:c.~,,",.-_c '." Model 880/880V Model 880V Standard Orientation Vertical Orientation NOTE :Ths Model 880V is shipped inthe standard (N-shape)c r tent atlcn as shewn below.Model BBO does not include grooved ·end coupling . i S izeA I [J C o F G K M 24 114 26 3 14 32114 35313 40314 5 5 1/2 65/5 e SID S 5/8 10 9 i l4 13 5/6 1 4 118 151/2 ~85/8 20 3/4 I I 24 Weights do not Includ e nsers oropt ional va lve set ter . Nole :Di mens ions shewn are n om ina ..A i!o wances m U ~1 ~8 madeforn ormalm anctacturmcto lerances . Refer to Specification Sne el SSVSfor deta ils onva'vo S9t19'. .'~. Options Flow orientati~. S:-Jndard orien tat ion is i n:e!fl ow vertical up . outlet fl ow ve r lica l do wn.V erucat orientation is in let and ouliet fl ow ver ticalup . Application Non -He alth Haz ard MODEL880V 7 Agency Compliance MODEL 880 SJz.e sJ _l /~JO •FM " S izes 2 1 /2"".Jr: •Approvod b y t he F oundationforC roas-C onnection Cont r ol and H ydraul i c Research at tne University of Southern Californ i a . Sizes 21 12".1 Q:. •ASSE Lis t ed 1013 (Standard a nd Ve rt ical) •ANS IIAWWA C511 •UL" •eSA 8 64.4 •F(\'-~· Sizos 2 112 "•a: •Approved by t he Foundat i on lor C ross-Connection Control andHyd r aul ic R esearch a t the S ite s 21 12""1 Q" U niver sity o fs outnern Ca li fornia .•AN SI I AWWAC 510.89 •ASSE Li sted 1015 •CSA 8 64 .5 •UL' "Laljs 'datos3 lire not F Mapp roved ,Less ga l'3S are notUL listed unlss,installedwith U:..I l'ned ~a :e Va lves. '..J 6" 8" 10" ,--i 2500 3 000 .000 2000 3vCC2000 lOCO l OCO 500 200 4CO 000 900 lOCO 11'lU 11CO 1600 G?'M ,i I I I IIiiI;i A .. ;I :I I i ,;~;I I ,:I I 1----I J.---:.a..- I /I ;,,I I I,:I ,I i I i J .I i I I I ! ,i I I I I I i ;I i IIIII:I I ,!I .i I I I I i I I I A I ./,I I ,I I I ~. I :,I ., I I i I T 5 ! V/f I I !I I I I I ,I I I i --, ·1 !i I ,!!I I I I i i I !i i I I I I 1 I I :-o o 20 16 ~Ie ::..l ot ~11 G 10 I;B ~b (; !- o "!s -;;!to ~1 4 vo l2v C,!O ;e n b <-~" GP!..~ The 6"and 10'flow c urves (both AandB)include t he F EBCO valva s eiter modol 611 . ..,'1 ,..:j i ::..t -J--'--:-----. .33 l CO ECC Flow Curves Model 880/880V 2 1/2" A -:-----: +- ~ so 100 1$0 200 150 JCC H O 400 UPtv. 3 " --=1 '----' I ----, 1 I- '- !:==J 50 100 15C 2CO 250 ,00 350 100 '50 5CO G.PII. A" =l I --'~ f-. ~-I--f---J c c o ·s ~Ie ~'4 ~12 O,e ..I u e :':;e f •2 r oo 200 3::0 400 sec Gl'M A .V enlcal orientation (m odel 860'1 only) Il-Sta ndard orien tat ion (model 880 .and 8aOV) _eM B l ndust n es .In c .•Core Fl uidCon tro l Gr oup _380lB60V 5 S4 /96 V P©lS95 eM B Industries P .O.Box80 70 F resnoC A 937 47 Fax:(20 9)4 53·9030 ..............#...... :!...jj ::::~~l ~.'3 STAT E OF COLO RA DO • DIVISIONO FFI RE SAFETY'W Certification No.(QualifiedFire Inspector) Jurisdiction,_ Comments _ (for additional comments use separate sheet) Distribution:Ori ginal copygoes toDi vision ofFireSafety upon total completion ofform .Copy tolocalfire department. Copy to contractor andcopyto building owner upon completion and sign -off. VALLEY WIDE Mechanical,Inc. 'The P rofessionals' FIRE PROTECTION SUBMITTAL MANUAL FOR: Safeway #631 Roche Constructors,INC. November 12,1996 PREPARED BY: VALLEY WIDE MECHANICAL INC. P.O.BOX5080 AVON,CO 81620 PHONE:(970)949-1747 FAX:(970)845-7144 By:--~tH4~4 Title :_~.-+--LdZ,,::50z.::=--LC--=::..:.:.=:::....__ Dat a:----.:-7L-~..,L...£~---_ 431METCALF ROAD·P.O.BOX 5080·AVON ,COLORADO 81620·(970)949-1747·FAX(970 )845-7144 VA LLEY WIDE MECHANICAL &ELECTRICAL,INC. 12-Nov-96 PROJEC T #:1623M PROJECT :SAFEWAY GENLCONT :ROCHECONSTRU CTORS ,INC . 12-Nov-96 FIRE PROTECTION SUBMITTALS DESCRIP TION Victaulic'BranchOutletMechan ical -T Tolco Adjustable BeamClamp Tolco Weldless SteelEyeNut Tolco C TypeBeamClamps Adju stable RingHanger Globe JNseriesSprinkler GlobeJSeriesDry Pendant Sprin kler All ied Schedule 40Pipe Power Strut Threaded Rod Grinnell Cast Iron T hreadedFittings COMMENTS Page 1 ooFlexible Coupling Slyle77 o Bol tless Coupling Vic-Boltless' Style 791 An .@ 9001 certified company ictaulid o Fl exib le 0Coupling Style 75 o Flange Adapters Q Vic-Flang e' Slyl es 741 s 7 43 o Outlet .,Coup ling S lyle 72 o Rigid Coupling 0 Zero -Flex" S lyle 07 o Siandard Fittings o High Pr essure Coupling .Style HP-70 o Rigid Coupling FlreLock'M Style 005 o Redu cing Coupli ng Style750 o FlreLock'M Fittings COUPLINGSANDFITTINGSFORGROOVED STEEL PIPE FIREPROTECTION SYIMS UL L1STED/FM APPROPRODUCTS SUBMIttAL Submittalismadeforapprovaloftefollowing Victaulic"piping products indica te,withinthe ULListed(FM Approvedratingsi nthis publication . o Riser Chec k Va lve FireLock™ Series 7~RI~'L.::::i 1 .~,.•""B'-~, ~ Subm lttalls m ade (or approval of the IndicatedVic tau!icp ip ing p roducts for the f ollowing se rviceswithinth e UL lIsted/FM Approved ratingsand sys- t emsIn this pu blication. Sub.System Automa ticSp rfnkler.W et Auto matic Sp rinkler -Dry Standpipe -We t Standpip e -Dry U nder groundW ater S upply o Copper Products AllStyles Low Pr essure C02 Halon1301 . Special Hazards SYSTEM SUBMITTAL THE COPPER CONNECTION... PRODUCTSFORCO PPER T UBING o osalivaIV_.(Thre aded) Seri es 722 o FIT"Products AllStyles o PlainEnd Fitt ings FIT"PRODUCTS FOR SMALL DIAMETER PLAIN END STEEL PIPE Schedule 1 0 &40 o Ch eck valvel.Flrel.ock"~ Series 717 o Sirapiess 0 itOutlet Vic -Let™ Slyle 923,21 ,~,., o Pressfit'Prod ucts AllStyles PRESSFIT"PRODUCTS F OR SMALL DIAMETER PLAINEN D STEELPIPE Schedule 5 o Butterfly Valve Series 70B-W oFireball'~.Valve . Series727 :E; oAlar m Test MOd~le. TeslMaster'M Styles 718&7 19 o FirePump TestMeier Slyl e 735 oTransition Coupl ing AWWA Duclile 10 SteelSlyle 307 o U nderground Flltings o Underg round \\ Couplings Style 3 1 ACCESSORIES PRODUCTSFOR UNDERGROUND AWWA DUCTILEPIPE T his p roductshallbe man ufactured byVic taulic Company ofAm erica.Allpr oducts tob eins talled in accordance with curre nt Victau!icinstallation/assemb ly instru ctions. Vic taulic reserves therighl loch ange p roductspe cifications,de signsand s tandard equipment without notic e and w ithout incuuing obligation . JOB/OWNER CONTRACTOR ENGINEER System No._ Location Submittedby Date Spec.S ect.Para._ Date VICTAULICCOMPANYOF AMERICA'P.O .Bo x 31•Easton,PA 1 8044-0031 ·610/559-3300'FAX :610/250-8817 MB-SOl 0095 15 Me 11/93 ()Cop yright 1993,vr ctacuc Company o f Ame rica Printed in U.S.A.®Registe redTr ademark of ViclaulicCompany o f Arra rica LIt)I t;.U/At-'t-'HOVEU t-'HUUUCTS (cont'd) Series70a-W 2!h,3,4,5,6,8175 175 175 4,5,6,8 175175175ButterflyValve Sorles 727 2,2V"3 300 300 300 2,2V"3 300 300 300FireBal~Va l v e SerIes 717 &717R 4,5 ,5!h,250 250250 G.B 4,5 ,6,8 250250250 G,BFireLock'"6,6!h,8 Series 722 V,·2 175 175 NlA 'h,:v.600 600 N/A BallValve(Thd.)1 ·2 500 500 N/A ULListedWorking Pressure'PSI Noles L1.Wall Roll Grooved FMRatedWorking Pressure,PSI StandardWe ight CutRoll GroovedGrooved Pi Size Range (inches)Notes LL Wall Roll Grooved rdWeight CutRoll Grooved Grooved Pipe Size Range (Inches) 'Vlctauli c Producl/Style GROOVED END VALVESt TESTMASTER'"ALARM TEST MODULE IStyle 71 8•Thd.I 1Y..I 300 I 300 I NlA I I 1'/,I 300 I 3CO I NlA I IStyle719~I 114 I 175 I 175 I 175 I L I 1'/,I 175 I 175 I 175 1 E,L GROOVED ENDACCESSO RIESIStyle735FireI-I -·1 II I 2V,•12·L I 175 I 175 I 175 IPumpTeslMeter--2'12 ·12·S500 500 500 PRODU CTS FOR HOLE CUT PIPE , 3 X 1 V.thru 3 X 1V.lhru Style 920 6X 2Y2 400 400 400 D,"6 X2Y2 400 400 400 I,F," Mechanical·T"&8X2Y2 &8X 2V, Oullel 6 X3.6 X4 300 300 300 D 6 X 3,6X 4,300 300 250 I,F&8 X3 8 X3&8X 4 Style 921 2X 'h 2 X 'h-3 X1 300 300 300 I,F,"Mechan lca~T Ihru 300 300 300 D,"4 XV,·4 Xl 300 300 250 I,FOullel4X1 Style 923 4 ·8X'h .'Y.175 175 ---- Vic·LeI™10&12XV,,:v.175175 175 Style 925 1V.X '12 1V.Xv, Snap-Let""Ihru175175175 o.e,z Ihru 175 175 175 e ,F,Z 2Y2 X l 2Y2Xl PR E S SFI TT~PRODU CTS FORSCHEDULE5 STEEL PIPE Style 505 0/.·2 ---e ,D 0/.·2 ---eStandardCoupling Style506 :v.·2 ---e ,D :v.-2 ---eSlipCoupling Pressfil Fittings 0/,-2t ---@,D 0/,-2t ---e T heabove ratingsare taken from the latestavailable Un derwr i ter 5 Laboralones l istings andFactoryMutualApprovals GUIde.Alwaysrefer 10 publications lor complete explanation 01listings.notes and related data. NOTES J =UL lIsled for Carbon Dioxide Syslems.Low Pressure (UL-FYJR)-for distdbu - tionpiping d ownstream of themastervalve o n~J:S/77.~•8·;8 (75,1Y2 .4·; SI07,1'12·8';SlHP-70,2 ·8';on Sch.40 pipe andStandard Grooved FirJng's :y.·8'. K =ULListed for Hal ogenal ed Agenl Sy slems,Halon 1301 (UL·GlER)-extin- guishing syslems u nits,360 PSI for distn1lulionpiping only :Sr17,0/,•8';Sf75. 1V,.4';SI07,1V,·8';SlH p ·70,2·8';onSch.40 pipeandSlandard Grooved Finings :y.-8', L =F IT Products foruse on plain endpipein accordanco with Vic tautic Specffica· tions. N =CutGroove,Sch.40,6'andsmaller;Sch.30,8'andlarger.o =Ul lisled/FMApproved in 21/2and 3'sizes onAme rican Tube Dyna -Flow pipe at300 PSIl orStyles07,75,and rr.175 PSI lor S ly le 005. P =1v.-Sly1e 77 and Style 75 insizes 1!h -6'are UL L lsted foruse on Berger Industries Sch.5Roll G roovedPipe,wor1<i ng pressures:1V.-5'300 PSI and 6'·175PSI. V =Style 75,07,77 ULListed onAllied 'XL'pipe Insizes1 ·3'01300PSI.Style 005UL L1 sled 01175 PSI. W =Style 77 UL Li sted on Century Tub e 'LS'pipe In sizes1 -2'e1 300 PS I Y =Style07,75,77 in sizes1•2';Styl e 750in2 X 1',2X1'h'sizesat 300 PSI and Style 005 01175 PSI onWestern Tube and Conduil Corp .'SL'pipe. Z =ULListed and FM Approved insizes 1 ·2'on American Tub e Dyna·F1ow pipe 0.1 175PSI.S tyle 925 Ul Listeda nd FM Approvedon A merican T ube [}jna' Flowpipo 0.1175PSI Insizes 1V.·2'12'.&'925 UL listed a nd FI.I App rovedon A m e ri c~n Tube Dyna·Flow pipeat 175 PSI In si zes 1v..2 '12'. @ =UL Listed andFM Approved01175PS I onSchedule5pipe manufaclured by American Tube,BullMoose TUbe,andWheaUand TubeCompanies. ..=Sly1 es 07,77,920,and921 are ULListed andFMApproved m 2 V,-4'sizes at 300PSI.S tyle 75 3'size Is UL Lisledat 300 PSIand Style 75 4'size i s UL Llsledand FMApproved 01300 PSI.Style 005is ULLisled andFM Approved in 2 ·4'sizes nl 175PSI onAmericanTube Dyne-Flow pipe. A =LWor U.Wall Pipeshall b e 0 1Ihefollowingminimum wailihickness:1 •12'/ Sch.l0.. B =Pressuro rating ofSeries 717Ais based onthe rating ofRiser CheckKit when equipped for this servi ce. C =Style 07,75,and 77 are FM Approved insizes 1-2'01300 PSI.Style 005 15 FM Approved in2'sizes a t 175 PSIonA lliedXL pipe. o =UL Lisled for drypipe systems down to -4O"F wilh st a ndard gaskel (Victaune recommends F1 ushSeal or silicone gaskel withcouplin9 Styles 77,07 ,005,75, 791 andHP·70). E =Minimum schedule pipe to bejoined;3 ¥2·or smaJlerlSch.10:4 '"or larger! 0 .188'wall. F =FMApproved fordrypipe systems down 10 -4O"F withstandardgaskel,(Vic- l aulie recommendsFlushSealorsilicone gas1<el wi th coupling Sl yle 77 ,07, 005,75,791 andHP·70). G =Listed/Approved for singlecheckand anti-waterhammer service;for horizontal orverticallnstallaUon. 1~1;L~":~~:=·~~:~~·iP:'~,~,'",.•"."":~ 1IJiBJ _ INCORPORATE O CORONA.CA •(909 )737-5591l 113 FIG.329 ADJUSTABLE BEAM CLAMP Maximum Recommended Load -1290 lbs . Material -Ductile Iro na ndC arbon St eel Function -For attachment to beam flangesun der normal s e rvice conditionswh e re the flan ge thickness does not exceed .60inchan d where beam widths are from 2 ·3/8-min.to Tmax. Approvals -Conforms toFederal Specification WW-H-l71E,type 30,a nd Manufactur ers Stand- ardization Society SP-69 ,type 30,when usedwith F ig.333Extension Piece . Finish -P lain an d Elec tro-Galvanized Order By -Figure number a nd finish.Order F ig.333 Extension P iece separate. -r<,-,, ~,ce:?3r §m'-•I ,A. -..:.---_.! A MI N.MAX. 1·7/8 3-1/2 MAX.APPROX . BOLT REC.WEIGHT SIZE LOAD~.PER tOO 7/161290221 FIG.330 WELDLESS STEEL EYE NUT Size Range -3/8 thru 2·1/2 inchma ch .th read. Material-Fo rged S tee l Quality Assurance -Conforms to the requirements ofNCA3800. Threads·Tapped UNC Class 28.Right hand th reads are standard.Left hand threads supplied upon request. Function·Used onpiping installa tions where high strength and swivel action is required Left hand tapalsoavailable. Approvals -Conforms to Federal Specification WW ·H-l71E,type 17,and Manufacturers Stand- ardization Society SP-69,type 17. Finish -Plain,Electro-Galvanized,and HDG . Order By·Figure number,rod size,and finish. MAX.REC LOAD LBS.APPROX . FORSERVICETEMPS .WEIGHT 6S0'F 1SO'F PER tOO 63 .''6· 1506 ~~.11 LI: INCORPORATE D CORONA,.CA •(9Og)737-5599 53 FIG.65 AND FIG.66 REVERSIBLE C-TYPE BEAM CLAMPS -3/4"A ND 1-1/4" THROAT OPENINGS ~IAX.APPROX. REG.'WElGHT LOAD LBS.PER1 00F FIG.65 FIG_66 o E AG.6 6TABLe AG.65 TABLe CB B-: PI PE SI ZE ;_1__...._____ -.-'-----.; C L~F dO--~Q d •I ROD SIZE A Size Range -(Fig .65)3/8 thru 5 /8 inch rod (1/2 thru10 inch pipe). S ize Range -(Fig.66 )3/8 thru 5/8 inch rod (1 /2 th ru 10 inch pipe). 'Material -Carbon S teel with hardened cup point set screw and jam n ut. Function -Recom mended fo r hanging from steel beam where flangeth ickness does not exceed 3/4- (Fig .65)or 1-1/4-(Fig .66).. Feature s -.All st eel construction e liminates structural d eficiencies a s sociat ed with c asting type be am clamps . May be used on top o r b ottom flange o f the beam . (Beveled lipa llows h<mging from t op flange where clearance islimited.) Ma y be ins talled with s et screw in up or down position. Offset design pe rmits u nlim ited rod a dju stment by a liowing the rod tobe threaded completely through the clamp. O pen design permit s inspection o f thread engage - ment. Applicat ion Note -F ig.65:a dd 1-1/Z"to rod length when clamp is t obe used in set screw up position. Fig .66:add 2-to rod length when clamp is to be used in set screw up position. Approvals -Underwriters'Laboratories listed and Fa ctory Mutual Engin eering approved.Conforms t o Federal Specification WW-H·171 E,type23,and Manufacturers Standard ization Society S P-69, type 19 and 23.E xceeds requirementso f the Na tional F ire Protection Association (NFPA), Pamphlet !i 13,3/8-rod will support 1/2 thru 4- p ipe,l IZ"rod will sup port 1/2 t hru 8"p ipe . Finish -Pla in,Electro-Galvan ized,HD G,and S tainless Steel.ROD MAX.APPRox.Order B y -F igure number,rod size,a ndfinish.SIZEPIPE REC .WEIGHT "A SIZE BCD E F LOADLBS.PER 100 -3/8 1/2 -41-3/163/41 7/16 1150028. ~~~~1.~~ INCORPORATED CORO ......CA·(9C$)737-5599 79 FIG.200 "TRIMLINE"ADJUSTABLE RING HANGER c !B A r:-~-.-~---'----I' rtt!!!!!l3.~-.- Size Range -1/2thru8inchpipe. Material -Steel,Mil.Galvan ized to G-9Q speci- fi cation, Function •Forfiresprinklerand other general piping purposes.Knurledswivelnutdesign pe rmits hanger adjustment afterinstallation. Spring tension on swivel nut holds it securely in hanger before insta llation.Swivel nutis easily removed. Approvals·Underwriters'Laboratories listedand Factory MutualEngineering approved .Conforms to Federal SpecificationWW-H-l71E,type 10,and Manufacturers Standardization Society SP-69, type 10. Maximum Temperature -650°F Finish -MiL Galvanized,HDG,and Stainless Steel. Order By -Figure number andpipe size. LoAE" FIRE SPRINKLER CORPORATION ·","....--'...- A UT.TIC SPRINKLERS MODEL J BULB SPRAY SERIES DRY TYPE PENDENT RECESSED PENDENT \ \ \ \ DRY PENDENT / DESCRIPTIONAND OPERATION The Globe Model J Dry Type Pendent Sprinkler is designed for useinspecial applications such .as freezing environments and conditions where sediment or:foreign materials might accumulate in ordinary drop nipples. The Globe Model J Dry Type Pendent Sprinkler utilizesits frangibleglassampule sprinkler.At the ampule's rated temperature, the sprinkler opens which causes the release of the seat insert, allowing the inner tube and the ball stop to drop down,allowing the ball bearings,o-ring and piston to be released and ejected through the sprinkler with the water stream.Atthis time,water flows without obstruction through the sprinkler andis distributed by the deflector,in the approved discharge pattern. The heart of Globe's Model J sprinkler proven actuating assembly isa hermetically sealed frangibleglass ampule that contains a precisely measured amount of fluid.When heat is absorbed,the liquid within the bulb expands increasing the internal pressure.At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glasscausing the glass to shatter.This results in water discharge which is distributed ina pattern depen- dent upon deflector style used. TECHNICAL DATA «See reverse side for Approvals and Specifications. l'TemperatureRatings-13S'F(S7'C),ISS'F(68'C),17S'F(79'C), 200'F (93'C).286'F (14I'C),360'F (182·C). :Water Working Pressure Rating-17Spsi (1207 kPa). J Factory tested pneumatically (air under water)to 100psi(690kPa). 'Z Maximumlow temperature glassbulbratingis -67'F(-SS'C). ..Frame -bronze e Deflector -brass "Screw-brass C Bulb seat -copper c Spring-nickelalloy ",.Bulb-glasswithglycerin solution,Smm /lo Orifice insert -brass .:.Piston -brass "3/4"NPT or I"NPT Endfitting-brass C Ball stop -bronze "Outer tube -steel pipe '.'Inner tube -stainless steel e Seat insert -brass "Pins -stainless steel ;"Ball bearings-stainless steel "O-ring -silicone rubber r '\ ~.~,p.-.t F .c:;~.•- DRY RECESSED PENDENT 'SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLORCODING CLASSI~ICATION AVAILABLE SPRINKLER TEMPERATURES BULB COLOR N.F.P.A.MAXIMUM CEILING TEMPERATURE _:ORDINARY INTERMEDIATE HIGH EXTRA HIGH ORANGE/RED YEllOW/GREEN ·BlUE MAUVE 4077AIRPARK DRIVE,STANDISH,MICHIGAN 48658 OCTOBER 1994 A-30 517-846-4583 •FAX 517-846-9231 BULLETINASB-DP,REV.#2 AUTOMATIC SpdKLERS MODEL J BULB SPRAY SERIES DRY TYPEePENDENT RECESSED PENDENT SPECIFICATIONS FINISHES AVNLABLE ON SPECIAL ORDER. -WAX COATING ULAND C-UL USTED UPTO 200'FONLY.FM APPROVED TO2B6'F, -ULAND C·UL USTED FOR UPTOA ~B''A'DIMENSION ,FM APPROVED FORUPTOA36"A'DIMENSION.ApPROVALS ORIFICE SIZE NOMINAL "K"FACTOR'THREAD SIZE LENGTH···FINISHES Factory Bronze *Satin Chrome Bright Chrome 112"(15mm)5.6 (SO metric)I"NPT Variable Wh ite Polyester STANDARD to 'IS"*Black Polyester **Wax Coated Lead Coated **Wax over Lead,NOrE:METRIC CONVERSIONS ARE APPROXIMATE . GAlVANIZED OUTERTUBINGISAVAILABLE UPON REQUEST. 3W NPT OUTlET ISAVAIlABLE UPON REQUEST. STYLE ORIFICE 13S'F ISS'F 17S'F 200'F286'F "360'F U.L.§CANADIAN F.M.N.Y.C.-0.0.8. SIZE S7'C 68'C 79'C 93'C 141'C la2'C U.L.§MEA101-92·E PENDENT 112"XXX XXXXXX X RECESSED ** PENDENT 112"XXXX X --XXX X 'USTED FORAJl.HAZARDS. ""NOT FMAPPROVED.CROSS SECTIONS IMPORTANT INSTALLATIONDATA PENDENT LOBEe FIRE SPRINKLER CORPORATION RECESSED PENDENT GlobeModel J Dry Pendent sprinklers shouldbeinstalled in accordance with the requirements setforthinNFPA 13 . These sprinklers are to beinstalledusing a pipe wrench appliedtotheendfitting.When thisIsnotpossible.the proper sprinkler head wrench maybeusedwith extreme care for lengths upto approximately IS",Excessiveforce may distort the frame thus destroying theunit. TheModel T Dry Sprinkler must notbeinstalled in a short radius 90'elbow. ORDERING INFORMATION SPECIFY •Quantity ,Model Number •Style •Orifice•Temperature.Finishesdesired •Quantity -Model J Wrenches -PIN 312366 •Quantity.Model J Recessed Wrenches -PIN 32540I •Escutcheons desired •"A"Dimension GLOBE@ PRODUCT WARRANTY Globe agrees to repair or replace anyof Its own manufactured products foundtobedefectiveInmaterialor workmanship for a period ofone yearfrom dateofshipment. Forspecificdetailsof our warranty please refer to Pri ce List Terms and Conditions ofSale (Our PriceList). 4077 AIRPARK DRIVE,STANDISH,MICHIGAN 48658 517-846-4583 FAX 517-846-9231 OCTOBER1994 PRINTED U.S A BULLETIN ASB·DP,REV.#2 VERTICAL SIDEWALL CONVENTiONAL HORIZONTAL SIDEWALL A UTO~TIC SPRINKLERS MODEL ,",BULB SPRAY SERIES UPRIGHT-PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) ~-:;-) W',.."'.i',j i' -Y.A<;.)'• Lo8E ~ FIRE SPRINKLER CORPORATION DESCRIPTIONAND OPERATION The Globe Model IN Sprinkler isalowprofile yet du rable design whichutilizesafrang ible glass ampule as the thermosensitive element.'While the sprinkler provides an aesthetically pleasing appearance,itcanbe installed wherever standard spray sprinklers are specified .This sprinkler series isavailablein various styles, orifices,temperature ratings andfinishes to meet varyingdesign requirements. The heart of Globe's Model IN sprinkler proven actuating assembly isa hermetically sealed frangibleglass ampule that contains a precisely measured amount of fluid.When heat is absorbed,th y ' liquid within the bulb expands increasing the internal pressure.At the prescribed temperature the internal pressure within the ampul exceeds the strength of the glasscausing the glass to shatter.Thii 1 results in water discharge which is distributed ina pattern depen-rr dent "POO deflector styleused .\~"'l \V:I...':~~ TECHNICAL DATA \::ENDENT <>Patent Pending. "See reverse side for Approvals and Specifications.~/ o Temperature Ratings-13S'F (S7'C).ISS'F (6B'C),17S'F (79'C), 200'F (93 'C).2B6 'F (141 'c),360'F (IB2'C). ..Water Working Pressure Rating-175psi(1207kPa). <.Factory tested hydrostatically to 500psi(344BkPa). 'J Maximum low temperature glassbulbratingis -67'F (-55'C). e Frame -bronze "Deflector -brass .,Screw -brass ~Bulb seat -engineering plastic '"O-ring -silicone "Bulb-glasswith glycerin solution,5mm. G ".,-~'.-,:'e o SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLORCODING CLASSIFICATION ORDINARY INTERMEDIATE HIGH EXTRAH IGH BULB COLOR ORANGE/RED YELLOW/GREEN BLUE MAUVE N.F.P.A.MAXIMUM CEILING TEMPERATURE 4077 AIRPARK DRIVE,STANDISH ,MICHIGAN 48658 JANUARY 1995 A.12N 517 -846-4583 •FAX 517-846-9231 BULLETIN IN -I,REV .#1 AUTOMATIC SPIJjfIKLERS MODEL IN BuJ!W SPRAY SERIES e UPRIGHT·PENDENT •VERTICAL SIDEWALL HORIZONTAL SIDEWALL .CONVENTIONAL (OLD STYLE) SPECIFICATIONS ORIFICE srzs NOMINAL "K"FACTOR THREAD SIZE *LENGTH FINISHES 3/8"(10mm)2 .8 (39me tric)1/2"N PT ""2 114 "(5.7em)Factory Bronze -SatinC hr ome 7116"(12 .5 mm)4.2 (59me tric)1/2"N PT ""2 1/4"(5.7em)Bright Chrome 1/2"(15mm)5 .6 (80 metric)1/2"NPT2 1/4"(5.7em)Wh ite Polyester -Black Polyester 17132"(20 m m)7 .8 (III m etric)1/2"NPT ""2 1/4"(5 .7 e m)Wax Coated Lead Coated 17/32"(20mm)8 .1 (116me tric)3/4"N PT 2 7/16"(6.2 em)-Wax o ver Lead NOTE:METRIC CONVERSI ONSAR E A PPROXIMATE. ApPROVALS •HORI ZO NTAL SIDEWA LL IS 2 9/16". ..EXCLUDING PINTLE. ...FINISHESAVAILABLEON SPEC IAL ORDER . ....WAX COATIN G U.L LISTED UP TO 200·F ONLY. STYLE ORIF ICE 13S'F ISS'F 17S'F 200 'F 286 "F 360'F U .L.CANADIAN F,M .N.Y.C.-D.O.B . SIZE 57'C 68 'C 79"C 93"C 141"C 182'C U.L.MEA 10 1-92-E 3/8"XXXXXX X X -_.PENDING 7116 "X XXXX XX X ---PEND ING UPRIGHT 1/2"XX XXXX X X X PENDING 17/32"*XX XXXX X X X PENDING 17/32"X .X XX X X X X X PEND ING 318 "XXX XXX XX -.-PENDING 7/16"XXX X X X X X ---PEND ING PENDENT 1/2"X X X X X X X X X PENDING 17/32 "*XXXX X X X X X PENDI NG i7 /32 "X X X XXX X X X PENDING 318"t XX X XX X X X ---PENDING VERTICAL - SIDEWALL t 7/16 "XXX X X X X X ---PEN DING 112"X X X X XX X X X PENDING 3/8"XX X X X X X X ---PENDiNG HORIZONTAL 7116"XXX X X X X X PENDINGSIDEWALL§--- 112 "X X X XX X X X X PEN DING CO NVENTIONAL 112"XX X X X X X X ---PENDI NG (OLDSTYLE)17/32"X XX XX X X X ---PENDING ORDERING INFORft1ATION SPECIFY 'Q ua nt ity •Model Number •Style ,O rifice 'ThreadSizes •Temperatu re ,Finishes desired •Q uantity -Model I N Wren ches -PIN 325390 (1/2"); PIN 312366 (L.O.) LO E ~ FIRE SPRINKLER CORPORATION IHO RIZO NTAL SIDEWALLUL LISTEDFOR D EFLECTOR r TO 12"BELOW THE CEIUNG. .•jVERTICALSIDEWAL L ULUST EDFORU GHT H AZARD O NLY. p l8 -VERTICA LSIDEWALLULLISTED FORUPRIGHT IN STALLATION O NLY. •17/31-XIn-NPT. GLOBE@PRODUCT WARRANTY Glob e agrees t o rep air o r r eplacea nyof its .own m anufacturedp roducts foundtobed efe ct iveinm aterialor workmanshipfor a p eriod of o neye ar from date o f sh ipment. Forspeci fic detail s of our warranty please ref er toPrice list Terms andCond itions ofSale(Ou r PriceList). 4077 AIRPARK DRIVE .STANDI SH.MICHIGAN 48658 5 17-846-4583 FAX 517-846-9231 l.. JANUARY 1995 PR INTED U.S.A.BULLETIN IN-I .REV .#1 ( 'Y )r'e '--'- SUPERIOR QUALITY SPRI KLER PIPE .......---_.-..~~_.--.....~-_..... Allied Schedule 40pipe is exceptional domestic quality pipe specifically designed and manufactured for0:0 installation in today's (;,)advanced -technology "sprinkler systems,Likeallof _ourquality sprinkler pipeand •components ,Allied Schedule 40pipemeetsorexceeds all industry specifications-as wellas ourown stringent quality control standards,To assure uniform composition andconsistent appearance , Allied manufactures its Schedule 40pipeutilizing an exclusive,innovative priEss toprovide excellent - st .Theresultisa pron-engineered Schedule 40pipeofsuperior quality. Allied Schedule 40pIpe meets all ASTM·A135 standards Allied Schedule 40pipehas beenthoroughly tested,and possessescertifiable mechanical propertiesthat comply withtheexacting standardsofASTM-A135, which contains rigid ;specificationsgoverning tensile propertieS~ria l .:composition,tolerand .other relevant pr . qU~l!tle~.-:~.~..~~.... -".'".-. The inherent strength of Allied Schedule 40 pipe AlliedSchedule 40pipeis manufactured fromhigh quality steel andiswork hardened through aspecial cold forming processfor exceptional strength and •r". -..... durability.Precisio n- engineerin g produces a Schedule 40productwithan exceptionally lowvariation in outside diameter andwall thickriess.Rigid quality control inspectionduring the manufacturing process helps to assure thatAllied pipewill have consistent properti es anduniform composition for easier threading andlonger threading toollife.Theend result isalong-lasting ,highly adaptable Schedu le 40pipe exhibiting excellent strength characte ristics. ,-..... .. SCHEDULE40PIPEAVAILABLE INiRADE SIZES 1"THRU 2"INLENGTHSOF 21';ANP 25' .Nom inal .'Bundle Trade 00 10 Wall Nomi na'.Sizes Size Thi ckness Weight Pes.Per Inche s 'Fl.Bdle . 1"1.315 1.049 .133 .1.68 70 1'/,"1.660 ,'1.380 .140 ~2 .,2 7 '..51 1%"1.900 , 1.610 .145 .2.72 44- 2"2.375 2.067 :154 '3.65 30 .-. '. ( \,-~~>~j ' Specifications.descriptions ,services andillustrative material herein are accurate as knownattime of publication and are subject to changewithoul notice. (;Jollied TUBE &CONDUIT 16100SouthLathropAvenue Harvey,Illinois 60426 (31 2)339·1610 1-800-8ALLI ED@AGrinneU~c OM PAN Y SALES OFFICESANp WAREHOUSES Unit ed States_;. AAttONA ',... "'-"'":85011-.1'!!..'l.IIntfl\OMUAII-II50212:72-SS3S • C .. -795~.war-(6191«1·8001 .::~L.~~,..i-;~~~J.f1M .' -~~3~~=:8i:J~~1 :'~~~~1 C OUlRAOO 0....-6O!lO2 -2115 F4_lI"lh SL -pc::lJ '-2So7,el FUlRlOA.'.•. 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Sl.l Oo.o S5JllO _let 5 $oNltIlGr>g:lN;h ""'t _13")171·.i2$ '"I(~C4 4-<1I'-I:l.'lIo...bolc Sl _[l I61.1I~ H~-:l~~~~o~~:'~IItooIc ~_12l)1]'~~ H E:WIoIEXICO ~~.nI3 -&t36 """~""'~_(!<I5I al!I ·2':YA NEWYORI< l'«M _l *0 7-1 J.&e IJni~i1y ~,-I7,e]"'2 ·10040 NORTH CMIOl lHA CP\&t1Ql»r820t -1431v....r Mo<eM'"Sl -f7~13 75«J I OHIO CiI'C oM 11I 1 ~2 3 7 _'025 l .i(IIl'O'I~.-1513)212·e.uo CIowlI"""UII)3 _~-~lOut SS...Sl -\2l61I )'....3n O«UItOIoIA • 'J"Iu 7114$_4n lSou,,"J'()tn 101$1 .......,-191']enli060 OAE OOH POI~9nlO _:J2~OJolo<1l'...,.:l"1':l'l .....-15031221-7 '01 P EI'lP4 STl..Y&141 A Pl'ol.ld"~191$4 -,IJ.'.,O Non:om Rd _[2151 4«·~ P ~152 3.1-1]2 1 Ro694l M.-I·~21 321 ~ T'E/O HESSEE ~:~~~'g~~:.~~~P~~I~~~le~'W~.r ,~. ~~~~-;~I ~~a~~t~:.~":-~~'e~;t~1 VIRG If<lA ~23504 -1 IJO~_Bhod.-I&:>t IU1 .6IIOO ~1Ynond 2J2:J1 -1 321 eutl-onkF\d.-!&:>tl 2'2'1·8g,40 •WASl'IIHG10li • ~~~~~~~::~1]~~~ Wl$(OfjSjH "-............S3233 _181'........Sl.Pa"'''...-1"11]131.8«'0 --:--.--.. Canada Al llERTAC~T2G 3I'It _&CXl">11"St,se _I .&0 2""'~13 ~1SG rm ~-11JoolO t2Olh Sl-I4C::ll<l.!2 ·il&"1 IINTJStl C Ot.UWBlA ~d~~,}i0__2~~:;~i_-:~Jf"~:' t.l AHlT OfA W~RJtl Ol.t2 _771 e-,y ~_I2'"""I n .·J.I6' NO'IASCOTh/l Oa<trT"Q.Ah BJ&IPS _20 Y".:""D,._~.on-9121 OP4'TAJltO $IO"eye-...l eE iV 9 _IJ'O$-r_Sl -""61 !l61·m l bono "'!Z 2C$-10 ~Cl\JM"!OI._W~~I""'71 ~,.;.!OT2G8 -2'1 1 ~'Sl -I$I9t :J::ll.~iCl OUEBEe UorueII H""IV"_39llO.,I.."T~lc;w'I St..~_15'.13o'2 ·2'1v' ,""So.TCtEWAH ~..$.IP~-~""Sl -IX06 I'5oQ.~ ~_Sll(~_~1':h Slrwl[_lXI!I)2 .2.7M Mexico toI ~~~~02;l(;(l _Por-""_I 1!I'''''-.ioI.VoiIlIio_r ~-·c-.1 ~Grinnell <.~SUPPLYSALES CO.\I PA."'· TllKhnicaJ Support,'M~i Oe~n SEir ...-u;: t341 Elm ""'OOd A~e nu c Cranston"RI 029 10 1-401)94 HOOO 15M l OOS r P AINTEDIN U.S A -,' Gri nnell Corpot ation ,~()tfi<:e-s 3 lye.,)Pill'( '::l<1!~,Ntl 03aJJ -[QJ:3J 7 78-92tlO ....:..:_":.:._~._0"-~I .._ Page33 Fasteners Materials &Manufacturing Specifications GENERAL : Power-Strut clamping nutsarecoldformedfrommild steelbarstocktoproduceanutofgreaterstrength andholdingpower.Twogroovesinthenutare formed,eachwithfoursharpteethandthencyanide hardened.Thesesharphardenedteethbiteintothe inturnededgesofthePower -Strut chann el giving greaterresistancetoslippage .Pow er-Strut clamping nuts alsohavegreatpull-outresistance duetothe type of st eelanddesignused. MATERIAL: ChannelclampingnutsmeetASTMA-575 GradeM 1015,andarecasehardened toRC25.Hexhead nuts and bolls meettheASTMA-563andASTM A -307 standard .. SCREW THREADS DATA: AllPower -Strut nutsandbolts areprovidedtomeet theUnified Screw Threadsstandard .ANSIB1.1, CourseSeries UNC,class2. STANDARD FINISH: Allfasten ers haveanelectro -galvanized fin ish . @ GrinnellWCORPORA-nOS ------e-------e------- GENERAL INFORMATION inish:Electro-galvanized Order By:No.&Si.ze·· PS 6064 Square HeadCupPointSetScrew Page37 Fasteners G-110 Eye Socket Part # PS 6064 PS6064 PS6064 PS6064 Size 318 xl 1/2" 3/8 x 2" 1/2 x 1 1/2" 112 x 2" Wt.ll00 pes. 4.5 6.1 8.5 11.4 Finish:Plain orelectro-galvanized StandardLength:6'or10' NOTE:Otherlengthsavailable G-135 Rod Coupling @GrinnellWCORPORATION Finish :Plain or •elect ro-galvanized. C§~~R-S~liI RodSize 1/4" 3/8" 112" 5 /S" 3/4" Load Rating Ibs. 240 440 610 990 1450 Wt.ll00 pes. 6.0 6.0 10.0 16.0 24.0 Part # G-135 G-135 G -135 G-135 G-135 RodSize 1/4" 31B" 1/2" 51B" 3/4" Load Rating Ibs . 240 610 1130 1810 2710 Wt.ll00 pes. 2.0 12.0 12.0 18.4 30 .0 Standards and Specifications NOJ -'i2':'96 'f"':"'W:GRIF-FAB I Grinnell 11 319 P"'3 ,I'IIf:SSURE 'I!Dl!RAV MAnl.,AL aALVANIZlNG THREAD RATING OTHER A5TM .'1·197 ASTM A-'~3 ANSI6 .'.20 .'+ANSI9 18.3 WW·P·521 ASn.,,1.-1117 ASTM A-153 AN518 .1.20.1+ANS I 8 16.3 . A5TM A -1S7 ASTM .'1.153 AN51 B.l.20.'+AN51816 3g WW,U-531 ASTM A-I 117 ASTM .0.-153 ANSI 8 .1.20.1+AN51816.3g WW·U-531 ASTM .'1 -197 ASTM .'1·153 ANSI B.l.20 .1+AN51816 .39 WW·U·531 ASTM .1.-126 (AI ASTM .0.·153 ANSI B.I.20.'+ANSI 8164 WW·P·!O l ASTM .'1·126fA)ASTM .1.·153 ANSI8 .1.20.1+ANSI B16.4 WW -P-~Ol ASTM .'1·126(AI ASTM "·153 AN51 B.1.20.1+ANSI 818 .4 WW-P-471 ASTM A·126 (AI ASTM .'1 -153 ANSI 8 .1.20.1+ANSI816 .12 ASTM .'1·126 (AI 0'IB)ASTM .1.-153 ANSI 8 1.20.1.ANSl8161 ANSI816 .1 ASTM .'1-126 (8)ASTM .1.·153 ANSI 81.20.1.ANSI 816.1 ANS I 816 .1 ASTM .'1 ·126 (A)or IBI ASTMA.153ANSI8 1.20.1 ...ANSI616.1 ANSI 816 .' ASTM A·I2li IS)ASTM A·153 ANSI B.'.20.'...ANSI8161 ANSIB16.1 AS TM .'1105 .ANSI 8 .1.201+ANSI816,11 .'1182 .j .'1350 I' ANSI6 .1.20.1+~ ASTM A 53 Type F orTypo E ASn.,A 100 Gr .8 ASTM8 43 DIMENSIONS ANSI 616 .3 ANS I 816 .3 ANSIB1B.39 ANS I 8'8.39 ANSI ars.as ASTM A 733 ·n.Stlno"o M J.Unio n, CI150 C 2~0 Class 300 M.I.Fln,oll' Clasa 150 C""300 C .I Fla"ges and FlanglQ FlttlnllS Class 125 (1"-12'1 ""'SIBI6.1 Class 125 fl.-·up)ANSI 6'6.1 Cia..250 (1'-12"1 AN51816 .1 cuss 250 fl4 ·vpl ,lNSI B1B.l FOf~.d Sttel T~r..eeeFitt ing. el...2000.3000 .6000 ANSIB1611 P iptl N ippl e" SltO I Pi"" W.ldod Selml...(Ho gn Tomp .) 8r~u .ANSI 81 .20 .1 "'1&ANSIB2.1 ....-341 .....341 .....57}·· ....S7.....~ ....57£...·.ss t ....Sa Calliroo ThrllOaO Fin ing. ~Cia ..125 ANS I 616 .• ~~Cia ..250ANSI 816 .4·...sa . ....511 ~ ....59 .C .l.Plug'and 6u.~ing. ....59 ANS I 818 .14 ....59 .; "..59 I C.I.Drainallt ThrllOIO Fitting, ....56 ~ANSI815 .12...66 i •.82 ...82 . ...82 ...82 ...00 ...00 ...60-:Wei ...BI ..61 ...6& ..68 ..61 ..66 ..61 ..62 ..62 ..82 ..62 ..63 ..63 ..63 ..63 ..63 .67 .&1 .SA .&1 .&4 .65 .85 .65 as &I 66 ·e ____~o-···--·---..··.,--.."...pf·105 NO)-1 2-96 T U~10::3 AM GRIFA?AE ., J e I Class 125,(standard)I cast iron threaded ~e Grinne ll standard and extra heavycast iron <'threaded fittings are manufactured i n accordance with Amer ican National Standards ANSI816.4 (except plugs and bushings,ANSI816.14).Dimen- sions also conform to Federal specificati o ns,WW-P· 501 (ex cept plugs andbush ings WW-P-471). 1 sa turateds team:125pressureratings,ps i liquid &gas al 150 0 F:175 G rinnell standard andextraheavy fitt ings in this section ,sizes %-12 inch,a re included in t he "List of I nspected FireProt ection Equ ipment and Materials" issu ed bythe Underwriters'Labo ratories,Inc. weight (approx)each,Ib black galv. fig .351 fig .351elbows 90·elbow straight:fig .351 size ,in . Y. Yo Y, A In.,,/,.'/I , B In. .16 ..25 .40 .17 .26 .41 lig .371 b lack 28 .13 40 .5 0 80 .06 ..13 .25 .18.22 21 .56 ··10 .22 2.00 3.21 5.13 .61 .95 1.46 12 .67 2 2.32 33 .33 67.14 •7.40 .60 .92 1.44 1.95 3.13 4 .94 21 .46 31 :33 64 .56 7 .21 9 .67 12 .17 1 'K, 2 y' 2'J<. 5 y' 4 "" .3 ~1 3 ~{1 31~(4 2K. .3 .5/1, 3 ;-0 5 '{1 4 1 ly' lY, 2 2!·; 3 3 ',/, 5 6 '8 &S izes 4 in ch a nd larger h ave twobo ll h oles t ap pe dfor stud o r lap b olls . flanged and threaded fig .371 & ..-/ ..,e A:c ente r to e ndo fpipe B:c enter tol ace o f filting .,». fig.356 black fig .372 .17 .38 .56 .B8 1.3 6 1.83 2 .96 4 .35 .16 .23 .37 .55 .B3 1.33 1.79 2 .89 4 .29 bla ck g alv. we ighl (approx)each,Ib B in. 1 ''\',' '''I. "/I I u. ,., A i n. "" ,.• "." ,. /. l '.., 2 2'; 1 • 1 '/.. size,In. 45 0 elbow:fig.356 flanged and threaded fig .372 A 3 6 .44 8.42 10.64 665 1122 19 .88 A :c enter 10end o fp i p e B:c enter to face o llill,ng 5 6 8 16.96 26 .0 2 5 0 .17 17.3 8 26.19 52.0 0 35 .31 64.41 •1"sizeavaila ble i n 1 x ~2 r educing siz e,bl ackorg a lvani zed . pf-19 cast Iron threaded,(class 125)1saturateds team :125pressureralings,psi liquid &g as at 150·F:175 , ~.' tees wgl lapprox) A ,B C 0 EF each,lb. s ize,In.In.In.In.In.In.In.b lack galv. straight tee X X X X 'X.W,'X..22 .2 3 fig ,358 Y.Y.Y.Y.111 .35 .36 X '){.'){.'){.l Y,l Y,ly'.56 .58 ~"Y.W,'X.W.1)(.l X.H\,.84 .85 1 'K.'X,'X,lX lX l X 1 .25 1.31 l y'.lY,l y'lY,l y'l y'l y'2.03 2.0 7~~"lY,1)(.1'1.1)(.1''1.1 ')1.1''1.2.70 2 .72 r O-,-t..,2 l l1.l l1.ll1.2 X 2 X 2 X 4.23 4 .33,I ,2Y,1%l'X.1 'X.2'){.2 %2%6.67 6.79.....+a 3 2X.2'1.2X.3Y,3 y'3y'10.00 10 .16c-Iri i 3X 2}{.2}{.2}{.3}{.3 }{.3}{.13 .29 13 .82c,4 2'K.2%2 '){.3y'3 y'3 Y,16 .3316.99~.~I__J 5 3)(.3)(.3 X.4 X 4 X 4 Y,27.332 7.67 A.B,C :c enter10 end 01p ipe 6 3Yo 3Yo 3Yo 5Y,5 y'5 y'40.85 41.40 0,E,F:c enter tofa ce oflilling 8 5)(.5 )(.5)(.6l1.6l1.6l1.79.00 81.25 reducing tee X Yo '){.'K.Y.l Yo l y'l Y,.57 .... fig,359 "X '}I.'){.'X.l Yo lY,l y'.57 '". ·n X X '}I,'X.Y.lYo l Y,l Y,.59 .... ..X '){.'}I.W.l X.1)(.l X ,76 .... Y.Yo W.'}I.'X.1)(,1)(.l X .75 .... t~X lI.lI.Yo W.1}1,1)(..62 .... W Y.')(,W.W.l X.l X 1'1..75)I,.... -,X '}I.'}I.'X.1)(.l Y,l X .6 4 .....,. X Y.W.'X.W.1)(.l X 1)(..79 ....._~ X X y.W.W.'J<.l X l X W..68 .... Y.')(.W.W.l y'l y'1}{.1.11 .... 1 X %'){.'.lI.lX l X H";1.011.03 X 'll.'J<.l Y,l X 1M 13'0 1.01 .... 1 'X.'X.'X.l X 1}{,lY,1.13 .... Y.Y.W,'K .')(.ly'l X.1}{.1.00 .... 1 )I,'J<.'}I.'X.l X l K.l y'.89 .... 1 'X.'X.'.lI.1)1,l y'1)1,1.08 .... )I,y.W.'K.'X.l y'l X 1}{..91 ....-D----r-e-X '){.Y.'!I,l X 1 )(.ly'.90"::'---1 .... A,-'-B-X 1 '.lI,'X.'X.1)1,l X lY,1.08 ....-,--'n--'T!y.y.'!I.'.lI.'J{,1}{.1}{.l y'c l 1 .99 .... ..Ti )I,)I,1 1 '.lI..1}{.1}{.ly'1.00"I ..... I 1 'X,'X.l Y,.1lI.tx•.l'K.1.73 .... l X Y.W.'){.l Y,1'I.1}{.ly'1.57 .... X W.'}I,l Y,1!1.W•.l l1,1.47 .... A,B,C :l X l Ya l Y,l Y,l Y,l 'K,l Y,1.79 .... center 10 end01 pipe 1 '.lI.'!I.l Ya ll1.1'"1'){.1.53 1.561'I' D.E,F:y.W.'.lI.ly'H\.ly'.l Yo 1 .36 .... center 10l aceo llitling l X )I,.'){.'){.l Y,1'1.1Y.:1'{.1.2 71 .30 l Y.H'l Y,l Ya ly'l y'.l Y,1.73 .... Y.1 'X.'X.l Y,l J{.1}{.1 %1.43 .,.. y.'X,"I,l Y,1}{.l K.1 ,/1.27....... lX 1"l Y,1"lY,1t o'lY,1.64 X ,.,."I .....-1 '){.W.1"1!{,1"1'lI,1.38'.,".... ""'X,'X•.H~1?{.1){.:1 "1.00""......: ",1,/..-1 1 ,.lYa 1}'~',!j'.1IX.1'll.1 ~{.1.4 9 nl.?1 pressure r atings,psi satu rated sleam :125 liqu id &g asa t 150·F:175 .~e..:. cast Iron threaded,(class 125) tees,cont'd s ize,In. reducing tee lig ,359 1)1, 2)1, 2 1)1, A in. 1'K, 1l{, l K, B in. l 'K, 1)1, lK, C In. 1'K. l Y. 1'K, o In . E in. 2l(, 2Y, 1 'K. F In. wgl (opprox) each,lb. b lock galv. 5.82 4.85 4 .23 2Y, )I, 2)1, 2 1 )1, 2 J1 2 2 J1 2 J1 2 l'K, 1l{, 1)), 1'K, 1 l{. 1 'K, 1 'K. 1'K, l y' l'K, 1';{. ly' .2 'J{, 2l(, 2'K, 2 ~~ 2 "/0 l'li. 2 '){, 2J{, 2 """ 2'){. 2"". 2 'J{. 2% 2l<. 5.40 4.96 4.28 5.36 5.03 5.10 5.20 5 .29 2 2 2 2 1)1, 2 l J1 1y' 1 1)1, 2Y, 2)(. 2"""2Yo 2Y, 2l(, 5.17 5.46 4.54 4.88 4.15 5 .38 _.e .: .: l--0 --:-to- h-i l'lrA-:5 -. 'rI'1..f !..~ I 'i I .' A,B,C: c ent er t oend of pipe D ,E,F: c enter10face ollitling 3 3 2Y, 2 1"" 2Y, 2 1Y, 1y' 1 ~ )I, 3 2J1 2 l J1 l y' 1 Y, 3 2 J1 2 l J1 3 2Y, 3 2)1, 3 2 J1 3 3 l Yo HI', ..1Yo l y' 1 'K. W. .2Y, lYo.,.!{, 1 ~~ l y' 1 1!{, 2Y, l Yo 2Y, l Yo 2Y, 2Y, lYo 1)(, 'l Yo ly' 1 'K. ')(, 2Y, l W, 2Y, 2 2Y, 2y' 2Y, 2Y, 2Y, 2Y, 2Y, 2Y, 3Y, 2'K, 2 ""',2K. 3 ""2'Yo. 3Y, 2'K, 3Y, 3Y, 2'Yo, 2J{, 2'K, 2l{, 2% 2'J{, 3Y, 3J{. 2'K, 2'K, 2y' 2'J{, 2'J{, 3Y, 3 J{. 2'K, 2'K. 3Y, 3J{. 3Y, 3 J{, 3Y, 3Y, 8 .92 7.75 7.10 6.75 6.27 6.06 6.08 9.13 7.66 6.81 6.23 5 .92 5 .51 5 .93 8 .79 7.10 7.29 6.83 8.13 7.67 8.46 7.69 8 .30 8 .03 8.25 7.60 8 .96 7 .83 7 .27 6 .54 6.17 6 .17 6 .33 2 J1 2 J1 2Y, 2 ""2 "71 2 . 3Y, 2 ~1 2 1~·1 ly' 1 2 3 '·'-, 3 3 2Y, 2 1 ''<"1y' 1 2Y, 2Y, 2Y, 2 "/I 2Y, 2 )(. 2Yo, l'K. 1 ~~. 11/"1 ~~ 1){, 2Ya 2Y, 2"'II 2l(. 2 "/1 2H 3!<, 2 ~~ 2 5.....I 2""2 ',/1 2 '-/l 3J{. 2 ')(, 2''"1, 2'J{, 2'"'I. 2 y' 3.1,', 2 "'I 2Y, 2 ""I 2 ~~ 2'-'I 2%-8.0 9 2 ':<,7.35 2 ':<,7.99 2'K.7 .73 2'!{.8.03 2}'i 7 .87 3 l '12 .00 3 .'{,10.9 5 31,',9.94 3 ~{,8 .8 7 3 8.6 3 2'.1{,8 .00 8 .3 5 pf-23 cast Iron threaded,(class 125)p ress u re ratings ,psi sat urate d ste am:125 liquid &gas a t 150'F:175 wg l (opprox) tees,cont'ti A B C 0 E F each,lb. s ize,in .In.In.In.in .in.in.bl ack galv. reduc ing lee l'.4 2]~2?~2"3 J~3 '.1"13 .47 ....·,..·,•.4 fig .359 2'.2"2"3 '•3'.3 "1'/4 14 .35·,·,."..·,·,.... 4 1 4 2'•2'l{.2"3 "3 '.3~~13.5 2 ......"·,., ,.4 2"3 2"3 "3 "3"13 .20 ......·,....,.,.. ..~3 "3 '•2 II }'2 n ~2"3"{.3 11 '3"14.25·,·,."·16 ·,."·,.... 3 ',3 2 11'2'J{.2 "3 11l'.3 ll",3"15.23·,,\I ·,."·,.... 3 '"2 ';2 11'2';2 '•3"1 3 11 '3';15.27"."..,."1 ..... 3"2 2 11 '2 "2'•3 11 '3 11 -3 '.15.81.1 4 ."·.·,n ."·1 ........~.33 ·2 '){.2 1}<.2'-3 11 '3"'~~.1 2.80"."."~.,.... 3 2'•2"'2 11-'2',.3 11'3 '"3 ';13.34 ...."."."."·1• 2"2 1 '2"2 1"6 2"3 11'3 11'3 ~i 14.03 ....·,·,·,"'".,. 2 2 3 32."3 11 -3 %3~i 16.07 ...."" 4 2'"2 13"3H 4 4 4'.23 .83 .... ."."·, 3 '•2'K.2 ""3 '{,4 4 4 "24.17 '".·,"-. 3 2 ....2 \.3 y'3 '.3"4 1/20 .00 ....·,.,"2 "2~{.21,{.3 "3 "3 "4'~18 .8 4 ....5 ·,·."II 2 ,~~1 ~{3!(,2 ''{,2'~·.4"17 .43 17 .84·, 11/','i.1~i,31{.2 11'2'"4 16 .21 '".·,n .n . 1"l'.1"3 ~{2';•.2"3 11 '15 .75·,..,...,."·11 .... 1 H:.1l{.3~~2 '-2'-3"15.7816 .31""" 5 3~·.3 '•3'{.4"4'i 4"2 6.33 ....-.·,·, 4 2'l{.2 "3"4 3"4]i 20 .58l:~.~--.••·,.... 3 ~2 2"2 "3 '{,3 ~'4 3"4 '-1,1 9.19""·,.... 32 ....2 '"3'/3 ';3 ~1 41/2 4.054..,.".,0 ••• 2 ';2 "2 3~r,3 '-3"4 1 ~21.81-~...-1."".... ,j"1 21"1H 3 '(.2 '....2'{.4 ','15.42 .....,·,c '5 l '•1 "1!{,3 ....211 -2"4 1 3.75F"·,"."".... I 1"1 l{.1 !{.3 "2""2?-(,414.33·,,.,'16 .... 5 3"3 "3 ').4"4 J j 4'.26.75""·,·1 .... 4 2l)J'2 "'3"4 3 ~•.,22.763"."'"~·.~.'". ·1 3',2 "2"3 11.3~·~3"~~'1 '20 .23·,"II ·1 .... 32 ....2 "3 "3 'i 3 '1 4 1:'2 3.22"........ A,-S .c .5 3"3l<.31.j.(,---1PI (I ''23:38center10endofpipeII·,·,.... 3 4 21)'2 '"3"4 3"4 "23 .53II'1 6 ...,·..... D.E.F:3 "2"2!"3'1',3"3 1 i 4 \.20 .9 1·,,....... c enter 10 l aceoffiltin9 5 3 ',. 3)/3 ~{.4 '.4"4 ''22.122"d ·,·.·,....·,4 21]'2"3"4 3',4'.2 4.56,II .'.'.·,.... 2 53 ....3 "3 \1'.4',4 1~4"22 .41,.·1 .... l '.5 3 \.3'.3 ~{6 4 1 ;4"4 ''23 .44..,·,·,.... 1 '/5 3'{,3'.3 "4 "4"4 '.23.55 ......,.·,.., 4 4 3',3',2'!{.4"4"420 .88 ....·.·..'. 4 3 ~2 3"3 "2\1"4 '.4 "420 .5 7"II 'II .''..... 43 3 '.3't6 2 u "4'.4 "4 20 .66'"...... 4 2 'i 5 3 "3 ',2"'4"4'.4 22.3 7 ....,,.,.•·.3 '•3 "3 .....3"2"4~.4~H 3',19.66·1 .1 II II ...... 3 1 i 3 3'\.3 "2"4 'u 4"3 ~·~20 .28,.,.,.'". 3 3 3 "3 ~1I 2 ~'16 <'II 4~·.3"20 .25 ....,.·, 5 3"3 ).3 u "4"4"5 3 7.00 .....,.,..,·. 4 2 ',2 "3''4 ~{,4"4 'I.j,3 2.44 3 3.74·.·...,. 3 '..2'.2"3'/4~i,4"4"33 .54·,·..",.II .... 3 2 ],2 1 •3 '"3"3"4 ')'2 7.4628 .56-II IIII \I 6 6 2';2 2 3 1)'31~3 "4'.25.67 27 .00,II .,·, 2 ,1)"11]'3'.33 4'i 2 4.65 2 5 .6 3...·11 1 1 i 1 '.p '3 "2 )~2 );4 1 1 22.5 3 ....·.·.·, l '.l '.l ''i 3 '"2'j 2',4'.22 .36,.·.·,·16 ...... 1 ,I.j,,.....3'.2'i 2',4 '16 22.69 ....·. pt-25 ca st iron threaded,(class 125)p ressurer alings ,psi saturatedst eam:1 25 liquid (,g as al 150 0 F :17 5 .-J I I wgl (app rcx) crosses A,B C,O E,F G,H each,l b. s ize,in.In.i n.in.In.black y,9/15 9/'6 "'16 '1',.2 .80 straighl cross ~~11-'K,1 \"l ll,1.03," fig.36 0 .c -,.-1 lk',W,l Y,l Y,1.59..•__........-1 1 1/1"l Ya lJ{1;{2 .42"..:.l Y,1 )(.HI',1%1 '){,3 .21H~,-A -e -0 2 1"1l(,2!{2 y'5 .08II"l , c Co 2Y,l'K,1'K,2 1){,2'x',8 .07 :,-..,3 2K,2K,3~1 3 ~'11 .84~.., 4 2 J{2?{3 '){,3'3(,1 9 .63 A,B,C,D :c enter 10 end o fp ipe 5 3 ){,3.'l,4 11"4Y,3 1.16·, E,F,G ,H :c enter 10 f ace of li lting 6 3 ~"3~~5}-'5 '/4 7.67" re duci ng c ross w gl (ap prox) f ig.36 1 A B C 0 E,F G,H each,lb . si ze,in.In .In .In .in.In.in.black ~--1 1 "J{'3(,'K.'X,I;{.l H li{,1.30"~l y'l y'1 1 '!{,'!{,lYa 1"1"11K,2.04""l, l y'l j{1)/0 l Yo l J{l y'l 'K,ly'3 .9 5 1 "1 1H 1)/0 l K,l l{,1 %l y'3 .9 0-'.'-'.,,,'..1"/, /2 1 1 1 1 1'/.1!-~l H l 1J{,2.51 1 l"., l y'1 1 1 1 ly'1 1/.1'/1'K,2 .67 ,".,.., 11 '1 1 ,~'.l y'1",s '1'!{,2 .74·,,, 1!'2 l Y,l j{1 1/.1,.HI',2 2 Ya 4 .08·,"l, m~2 l y'l y'1 "1 Ya '1"131,,!.~2 Ya 4 .00""l' 1 1 1l{,l X',Hi,.1?(,1"2 3.22-, .•-1 I -,2 ' ..';.''.i 1 "1~{W,1i{.l '•l '.1}'2l{.4.1 8."/,-,:I 0 i l Y,1y'1 :1 H 1){,l Y,l'•1 7.-2 Ya 4.25'i.., -,,'~-':'~'1 1 ~'t 11 1l{.l Ya li{.1,.1 ~{2 3 .57"l'".-' 22 HI'.H(,1'){.1'"2!{,21(,6 .82.). lY,1".",}{1'-l y'1?1 2K.2 '1.5.68,,_..1 /,'-A 1 "l j{1"1}~l'K,l 'K.2){.2i{.5 .562',·,',/,l Y,1'/.,.1..1 ~1 l'K,1'J<.2l{.2y'5 .2 6_. A .8 ,C,D:l y'1 :1){.l K.1"1'!{.2"2 ~.5 .397,"1, cent ert oen d of pi pe 1 1 1 1 l 'K,l'K.l 'K,2ll.5 .0 6 2 '/1 !~1 1 l/l y'1;1 2i{,.,2 2 ..2l(,7.23 E,F.G.H :1"1~)l y'1'{,l y'l',2 ~{i 231,6.1 3/2 '"c ent er t o faceof fitting 2 1!-{1"11/1 ~.'.l '.J:U 1%2 l{,2 Ya 5 .88 -"... l y'1 1 )/0 1?{,1 11"11)(.2:{,2 "5.86-II .', 11 1 l J{.1"{,1''1,1')(,2\"5 .1 1 1 "1 1 ~.1lI.l y'l 1J{,2){,2 "6.51l'•/1 'i.-,1~~1 ~~1 l',H"1'K,l 'K,2l{,2 ~"6 .01 2Y,2 '/l y'1?~2li,2K,2 ':<.3){.9.96/2 2 2 1 "H'~2~{6 2,'16 2'-2''{,8 .85.'.II 2 1 1/1 ,/1'/2"2"2'-2'l-(,9 .2 5",,·,IIII "1 1 -1 }1 l',1 ?...2 3 " 2?-{.2"l,2 '3(.7 .91ReducingCrosses3·,",1 '~l y'1 H 1 ~1 2~1'21{,2 '-2'){,7 .92arereadthus:-,"1 ~~l Y.H{,l J{,2'.2'.2.11•2 y'7.21 1 ~~1 H(.l J{,2'-2'"2V,.2y'7.25.',·,2 1 1 l J{,l X',2 Y,2Y,2"2 1){.6.7 0 3 -/-2 1, 3 "1. 2'•2 1 W,l y'2J{.2K.2'i{,3K.11.2 2-, 2 2 l Y,l 'l{.2 1 '2 ;{2'{,2 '!{,9 .62," l '.2 '1 ;'S p'1 ');',2!{2 "2 ~'1'2 1.'l.9.8 1....·, 2 1~{1 "1 '){.2;'A 2l{.2 '"2')(.10 .032"/I II3):2 ~i x2 x1 1 A .,l'.1'/1 ~/I 1"2'-2~{a 2;....2 '),.8.37·,.,"l ,II l y'1j{1 '~1.\"2 1 -2 ~.~2J;$2y'7.8 7,.." ly'1 1y'll{,2 "2~(,2 ~1'2y'8 .13'.111l{.1"2 "2H 2 ~{,2 '){.7 .47,,.', 3 3 2 ~6 2!{,2!-1.2'1,3"3]/13 .69II.: 2 1 •2 1 ,1!.•l '•2'{.2 '{,2~"3 .....12 .1 9-,',/I 2 2 1 5 '1 '.-2 1 ,2 ~;2 5 ;3 '-1 1.00....II l''1 ~.i 1 )"1'-2~{i 2~{,2 J ,3',.9.47.',.,.. l'-1 '/1'-1"2 '-2"2 "3~'li 9 .753';3 1 •·,"/.·,II 11 ',., 1 "1 l','"2"2 1 '2 '.3~{,1 0 .00·,',..II ".J 1'~1'/1 ~.~".2l j 2 ';2"3 9 .09 "..',., 11 11."1'/2'-2i{,2 "3 9 .28...·,"1'" .p f-27 lateral I weight (spprox) A B C 0 each ,lb. I lze,ln.In.In.In.In.block fig.373 Yo Y.l Yo Yo 2 y'1.00 It 1 3(,2 3(,Yo 2 Yo 1 .62 1 y'Yo 2 Yo 1 3Y.2 .63 lYz J<,33(,ll{,3'3(,3.57 r '2 l{,3%ly'4 Yz 5.75 .!J{:"/2 Yz Yo 4Jol,l Yz 5K,8 .99II/....f-::-"-/0 3 W,53(,ly'6y'13 .54f!.../' A,B :end of pipe 4 W,6 l{,2Y,7Y,21.30 C,0 :cen ter t ofa ceoffilt ing ~~.. ... cast Iron threaded,(class 125).1saturated ste am :125 press ure ratings,psi liqu id &gas al 150·F:175 return bends center to cenler,In. close fig .375 open lig.376 close open .98 1 .48 2 .41 3 .33 9.73 13.92 w e igh I (approx) each lb .,b lack • • 1.1 0 1.71 2.39 3.46 1Yo 2 Yz 3 3Y, 5Y, 6 Yz lY, lYo 2y' 2Y, l y' 1Y, 2 Yz 3 size,In. open pattern:IIg.376 ~~- close pattern,r.h. IIg.375 - .e black :galvanized weightlapprox)each,lb .special w ide pattern IIg.377 flange union size.In, 1 1 l y' l y' l Y, 2 center 10 cenler,In . 3 4 4 6 6 6 • 2 .20 3 .50 3.74 4.95 7 .12 •• • ••• gasket type fig.487 size,in.dlam.of flanges,In . no.of bolts wg l (approx)each,l b . black galv. e As scm bl ed w ith g asKct s Y, Yo 1 I "., 1 ,//, 2 2 ""3 3"., 4 5 6 2W, 3 3y' 4K, 4Y, 5 5X 6 :·~ 6 7/.., 7'K, aw, l OY. 3 3 3 4 4 4 4 4 4 5 5 6 1.75 2 .00 2 .25 4.75 5 .00 6.50 8 .50 11 .00 12 .75 18 .0 0 22 .00 30 .00 1.80 2 .05 2.30 4 .85 5 .10 6 .65 8 .65 11 .20 13 .00 18 .50 22 .7 5 3 1.00 •Not s l o c ~ed 8 12'K,8 51.00 5 2.50 pf-29 casti ron threaded bu shings w eight each,lb .we ight••c h,l b. s ize,In.b llc k gllv.alae,tn.bllck gllv. he x b ushing X I X .0 21 '.0 22 ' 3 1.96 10gBrig.383 ".038 .03 9 •2"2 .56 2 .61Y,"X .04 5 .047 ." 02 2 .42 2 .4 83" Y,.050 .053 'I 01 !'i 2 .32 2 .38 Y,X .070 .0 73•01 X 2.54 2.64 X .060 .062 01 2.65 2.75 " I..~..Y,.103 .105 Y,Y,.1 19.1 21 3 "2.50 2.58 X .100 .105 'I X .0 90 .093 3 3 .15 3 .21 ..02Y,3 .29 3 .33 Y,.170 .17 4 4 02 3 .1 1 3.24 Y,.215 .220 OH1 3 .44 3.50 1 o y,.18 2.188 D IX 3 .54 3.60 O X .186 .192 01 3.5 93.63 OX .2 08 .2 18 1 .•296 .302 Y,.38 5 .393 4 3 .94.4 .10 I X o ~l .3 00 .3()5 3 "4 .00 4 .30".o y,.2 90 .295 5 C3 4.83 4.93 O X .2 90 .300 02~~4 .87 5.06 I X .3 27 .334 02 5.1 25 .24 1 .500 .520 HI oy,.4 70 .500 5 5 .24 5 .45Oy,.4 20 .470 O y,.470 .5 00 04 6 .83 7.11 OX .4 70 .490 C3"7.13 7.406." 03 7.75 8 .08 Hs .667 .88 0 02Y,7.72 7.781X.810.830 0 28 .00 8 .3201.7 30.760 2 OX .7 10 .7 50 o y,.77 0 .780 6 13 .19 13.5OH.750 .780 os 13.65 14.0OX.750.800 04 13.93 15 .08 2 .9 20 .950 D3 Yl 14.60 .... 1 Y,.1.290 1 .340 03 15.50 15 .8 2"0 1X 1.240 1.25 0 "0 1 1.160 1.230 OX 1.25 0 1.290 8 22.0 22 .5 o y,1.280 10 06 245.... 05 ........26 .1 2"1.631.6 6 04 27 .5 I',.,.. 2 J.90 _1.94 anI 1.79 1.83 10 3 2.5 3303DIy'1.771.80 C8 37.0 .... 0 1 1.90 1.92 12'06 40.0 40.5oy,1.921.9 5 05 41.0 41.5Oy,1.9 3 2.01 f ace bus hing X !1 .0 09 '.010 •H'~.345 .3 50 n~.540 .549fig.385 2 1 .525 .535 Y.X .01 5'.015 •'..684 .690 ".0 20 '.020'"n .695'.7 0 3' H .0 30'.0 30'2 .615 .620 1 "2 ~/..1V...850 .870"Y..040'.04 0' 1'/..935 .960 ~~.055 .055 2'12 .970 .988 Y.".065 .065 2 1.330 1.380"Y..0 70 .070 3 1 Y2 1.500 1.560 H~1.540 e 1 ?1 .085 .090,..1 20 .125 2~ll 1.760 ..,. "3"1 22 .100 .'" 1 .160 .16 5 I"X .2 68 .27 3 ·31.920 1.960"".245 .250 4 2'/2 2.550 2650.1 2 2.700 2.820 I ".1 45 .150..5 3 4.130 .... 1 .3 39 .3461",..391 .398 I 6050·1 ..4 5.820 ".320 .3 30 6 3 6.900 •., 21,'..72 10 ..-. u ott tt1.....•"." •N ot stocked :J Insidehe x •MA DETOO RDER I FQUAN TI TIES WAR RANT . No te:H exagon head 01 OC l cl;lOtl he ad b l.:5hings .size 2 ·.~in .and sma lle r re d u:i ng o nesiz e may be m adee.tn er01 m an eable i ron ,duc til ei r on.or st eer.O th er SIze S m ayb e ma -'e ei ther of cast Iron .d u ct i lei ro n .m all eable-i ron.o r st eel.Face b U$."i ngs.s ize s 2~'2 i n .a n d small er ma y be made ei t h er ofma lleable ir on.d >J::::l i le i ron.o r s te er Face bLJ$h jng~.3i n .and l a r;er le du ::::ing o ne stze ma yb e made ei th er0 1 m a lleable i ro n.c uc ut eiron .o r s tee l Fa ;e..,-._-_--..~._----__-_.._-,.~_._.,,__,----. pl-31 .I cast iron threadede Class250,(extra heavy"){ sa tur ated sleam :250pressureratings.p si liq uid &.gas at150 0 F:400 e · elbows A I B weighl (opprox)each,lb. size,In.In.In.black 90·elbow:fig .421 Y.Yo 'K..37 Yo 'K.11{..50Y,'K.l y'.75 ?~'K.1!{,1.13 ~...1 l K.l Yo 1.79...ly'l K,1 '){,3 .00~:_-;-:--I·lY,l Y,2y'4.05 2 1')(,2Y,6.76 2Y,2 2 1K.10.56 3 2Yo 3 ~~15.25 3Y,2Yo 3Yo 20.20 4 3){,4y'26 .15 5 3 '){,4Yo 41 .95 6 4!{.5Yo 6 1.00 8 5Yo 7 122 .0 0 45 0 elbow:fig.424 Y,1{.1 .66 Yo Yo ly'1.04 1 Yo H{,1 .56 ~~ ly'Yo l Y,2.70 lY,W,11K.3.55 2 H{,2 6.07 2Y,1,,-,2y'9.79 3 11{,2 Y,13.83II..,. 4 l Yo 2')(,22 .60 5 2 3){.• 6 2y'3Y,50.20 8 2'){,4K.• tees straight tee:fig .425 A,B,C 0,E,F weighl (approx)each,lb . size,In.in.In.black y.Yo W, I .47 Yo 'I{,W,.70B-'-<:-Y,Yo l y'1.20 .-,~~'::-::..:Yo 71 1!{.1.57i--L:."-:-B ~L.,1 1 ,~~2.43 1y'l J{.l'K,3 .94 .',l Y,1!{.2y'5.3 1=..~C .I r~1;.:..-~--",J .2 1Yo 2Y,9 .01-,2Y,l'K.2 '){,14.23 3 2 l{.3Yo 20.95 3Y,2 ~1 3Yo 26.25 4 2 IX,4y'33 .98 5 3){,4 71 54.31 6 4 71 5Yo 79.00 8 5.\\.7 145 .00 reducing lee:fig.426 wgl (approx) A B C 0 E F each,10. s ize,in.in.in .i n.In.i n.In.black Yo Yo Y,3/Yo Yo l X,l X.lYo 1.37 ta n-0 -l -....,-----1 1 Yo Yo Yo 1 l Y,lY,1.'2.19'H:.-°11 ',Yo "1 1?1 1"1 "2 .03nn"'I-t ;..-,I 1 '"l y'1 1 I 'l K.W.lYo 1"1 W,3 .49L'c .! .,",";~!,.3/'X,'){,1"1 ",):"l 'll.3 .21"...,'.----,ly'l X,l K.1 '"2 2 ){.~..,2 4 .98 1"1 "1 1"1"1"1 1){,,11 ~1 I'\'I 4.26""c."H ,II Yo 11 11/11}(,1 ";1 ~~4.0 2"", 1 "l Y,lY,H~2'{,2 \{,2 \{,7.6 9n 2 2 l y'l''1 "1!{,2J1•2!{,2y'7.11/."1 l y'l y'1 ~'l 2 2 2Y,6.57 ~~.1 Yo 1H 1?{,l Y,l ',26 .24/I •Not s tocked •Fo r m anufacluring sta ndards,seep f-19 . / Hydraulics Summary Sheet BFPE 51 W.84TH AVE. SUITE 330 DENVER.COLORADO 80221 Designer:JR Calc By:JR Date:12,13 ,96 Contract No;96-0841 BUilding:1 S TORI Systelll 10:WET Ref.Drauing No:FP-l Construction:NON-COMBUSTIBLE Occupancy:PRODUCE SflLES -Rfl «1 Hydraulics Design Criteria Density:.15 GPM /SqFt Remote Area:1637 SqF t Sprinkler Coverage:UflRI E S qF t Design Standard:NFPfI 13 Hazard:ORDINflRY Figure:5 -2.3 Curve:2 Margin... Pressure:2 2.3 0 P SI Flow :1563.50 GPM Available ... p)85.84 PSIl?5 75.9 GPM F)63.5 7 PSIl?2139.21 GPM GPM PSI PSI GPM (Nfl )PSI (Nfl>PSI (Nfl)GPM 6 3.57 P SI 325.88 GPM 0.00 GPM 250.00 GPM 5 75.88 GPM 63.57 P SI 0.00 Ft Toto!Flow : Total Pres: Static Elev: Combined Static: Residual: Qty Flowing: Spr Req'd Pres : Spr Req 'd Flow: Add'i F lows: Hose at Srce: Boost Pres: Discharge Pres: Discharge Flow: Hydraulics Information Demand... Supply... Water Flow Test Static:88.00 PSI Residual:7 8.00 PSI Qty Flowing:1 320.00 GPM Elevation:0.00 Ft Date:Tlme:_ By:_ Pump Data Rated:(Nfl)P SIl?(Nfl) (Nfl) (Nfl ) (Nfl) System Type:UET A .~,~..£f---~.....il~\<1'~ ,';:.{1 17 912 ~"l \\.\:t\,~. .'.(.....,/ I 'to-/t)(~j. Sprinklers I Nozzles Manufacturer:GLOBE Model:IN Size:1 /2 K-Factor:5.6 Temperature Rating:165 ..uthorlty: Project Information SAFEWA YSTORE #631 VAIL.COLORADO System Information 7 700 HydraulIcs Sigma DynamIcs Corporation ©Copyrfght 1992.AI RIght.Re••"ved,,----------------=-----:..::......::..._-.:._.......::...-.:._-.:._----_--.:....:....:..::......;..:.:...::.:......::...~=---_.-/ S I1FEWI1Y STOR E #631 REM ODEL FN:SI1FEWIW 1 e e 15001350 7700 Su pply /Demand Graph 12001050 Water FloW'(GPM) 900750600450 Margi n - Pr ess ur e 22 .28 PS I -Flo w 1562.4 8 GPM • •€b..- It • 1/ J / II ~:..... N1.95 --- SIGMA D YNAMICS CORP. 125 120 1 15 110 105 100 95 90 85 80 75 70 65 60 55 50 15 10 35 30 25 20 15 10 5 o 150300 ., La III., L Q.. =V1 Q.. 'oJ System Demand ..Water Supp ly .. S pr i nk le r Demand 63 .57 PS I ~3 25.88 GPM St atic 88 .00 PSI Addi tio nal Flows 0 .00 GPM Res idual 78 .00 PS I ~1 3 20.0 0GPM Hose at So urce 25 0.00 GPM Ele vat io n 0.00 PS I To tal Dema nd 63.57 P SI ~5 75.88 GPM SUBMITTAL SERIAL NO:2016HY1 SAFEWAY STORE #631 REMODEL VAIL,COLORADO .15/1637 SQ.FT. RA#1-PRODUCE SALES FN:SAFEWAY1 12-13-1996 PAGE 1 FLOW TEST RESULTS Water supply STATIC 88.00 PSI RESIDUAL 78.00 PSI @ 1320.00 GPM CITY PRESSUREAVAILABLEAT 575.9 GPM 85.84 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTORPRESSURE ---------------- 104 23.09 18.00 5.60 17.00 105 22.80 18.00 5.60 16.57 107 22.54 18.00 5.60 16.21 108 22.23 18.00 5.60 15.75 110 22.50 18.00 5.60 16.15 111 22.18 18.00 5.60 15.68 112 25.09 18.00 5.60 20.08 113 22.66 18.00 5.60 16.38 114 22.31 18.00 5.60 15.88 122 21.01 18.00 5.60 14.08 123 20.06 15.00 5.60 12.83 124 19.50 19.50 5.60 12.13 125 19.98 15.00 5.60 12.73 126 19.54 15.00 5.60 12.17 127 20.39 19.50 5.60 13.26 TOTAL WATER REQUIREDFOR SYSTEM OUTSIDEHOSE STREAMS AT0 TOTAL WATER REQUIREMENT PRESSUREREQUIREDAT0 325.88 250.00 575.88 63.57 GPM GPM GPM PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 0.06 PSI 19.17 FPS e SUBMITTAL SERIAL NO:2016HY1 12-13-1996 PAGE 2 SAFEWAY STORE #631 REMODEL FN:SAFEWAY1 VAIL,COLORADO .15/1637 SQ.FT. RA III -PRODUCE SALES Location Flow Pipe Fittings Equiv Friction Pressure in Size &Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 74 124 1.049 L 6.00 C=120 PT 12.13 (124) Q 19.50 F=T/E F 7.00 PE -0.87 DR T 13.00 0.1242 PF 1.61 PT 12.87 (74) ------------------ 77 127 1.049 L 2.00 C=120 PT 13.26 (127) Q 20.39 F=T/E F 7.00 PE -0.87 DR T 9.00 0.1349 PF 1.21 PT 13.60 (77) ------------------ 76 126 1.049 L 5.00 C=120 PT 12 .17 (126) Q 19.54 F=T/E F 7.00 PE -0.87 DR T 12.00 0.1246 PF 1.50 PT 12.80 (76) ------------------ 75 125 1.049 L 2.00 C=120 PT 12.73 (125) Q 19.98 F=TF 5.00 PE -0.87 DR T 7.00 0.1299 PF 0.91 PT 12.77 (75) ------------------ 73 123 1.049 L 3.00 C=120 PT 12.83 (123) Q 20.06 F=T/E F 7.00 PE -0.87 DR T 10.00 0.1308 PF 1.31 PT 13.27 (73) ------------------ 72 122 1.049 L 2.00 C=120 PT 14.08 (122) Q 21.01 F=T F 5.00 PE -0.87 DR T 7.00 0.1425 PF 1.00 PT 14.21 (72) ------------------ 64 114 1.049 L 2.00 C=120 PT 15.88 (114) Q 22.31 F=TF 5.00 PE -0.87 DR T 7.00 0.1594 PF 1.12 PT 16.13 (64) ------------------ 63 113 1.049 L2 .00 C=120 PT 16.38 (113) Q 22.66 F=TF 5.00 PE -0.87 DR T 7.00 0.1640 PF 1.15 PT 16.66 (63) ------------------ 62 112 1.049 L 2.00 C=120 PT 20.08 (112) Q 25.09 F=T F 5.00 PE -0.87 DR T 7.00 0.1980 PF 1.39 PT 20.60 (62) ------------------ 61 111 1.049 L 2.00 C=120 PT 15 .68 (111) Q 22.18 F=TF 5.00 PE -0.87 DR T 7.00 0.1575 PF 1.10 PT 15.91 (61) e SUBMITTAL SERIAL NO:2016HY1 12-13-1996 PAGE 3 SAFEWAY STORE #631 REMODEL FN:SAFEWAY1 VAIL,COLORADO .15/1637 SQ.FT. RA #l -PRODUCE SALES Location Flow Pipe Fittings Equiv Friction Pressure in Size &Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI ------------------ 60 110 1.049 L 2.00 C=120 PT 16.15 (110) Q 22.50 F=T F 5.00 PE -0.87 DR T 7.00 0.1619 PF 1.13 PT 16.41 (60) ------------------ 58 108 1.049 L 2.00 C=120 PT 15.75 (108) Q 22.23 F=TF 5.00 PE -0.87 DR T 7.00 0.1582 PF 1.11 PT 15.99 (58) ------------------ 57 107 1.049 L 2.00 C=120 PT 16.21 (107) Q 22.54 F=TF 5.00 PE -0.87 DR T 7.00 0.1624 PF 1.14 PT 16.48 (57) ------------------ 55 105 1.049 L 2.00 C=120 PT 16.57 (105) Q 22.80 F=TF 5.00 PE -0.87 DR T 7.00 0.1658 PF 1.16 PT 16.86 (55) ------------------ 54 104 1.049 L 2.00 C=120 PT 17.00 (104) Q 23.09 F=TF 5.00 PE -0.87 DR T 7.00 0.1697 PF 1.19 PT 17.32 (54) ------------------ 7675 1.380 L 1.50 C=120 PT 12.78 (75) Q 11.51 F=OF 0.00 PE 0.00 BL T 1.50 0.0123 PF 0.02 77 76DQ 19.54 1.380 L 10.50 C=120 PT 12.80 (76) Q 31.05 F=OF 0.00 PE 0.00 BL T 10.50 0.0772 PF 0.81 78 77DQ 20.39 1.380 L 12.00 C=120 PT 13.61 (77) Q 51.44 F=O F 0.00 PE 0.00 BL T 12.00 0.1965 PF 2.36 7978 1.380 L 5.00 C=120 PT 15.97 (78) Q 51.44 F=OF 0.00 PE 0.00 BL T 5.00 0.1965 PF 0.98 45 79 1.380 L 1.50 C=120 PT 16.95 (79) Q 51.44 F=O/T F 6.00 PE 0.00 BL T 7.50 0.1965 PF 1.47 e SUBMITTAL SERIAL NO:2016HY1 12-13-1996 PAGE 4 SAFEWAY STORE #631 REMODEL FN:SAFEWAY1 VAIL,COLORADO .15/1637 SQ.FT. RA #l -PRODUCE SALES Location Flow Pipe Fittings Equiv Friction Pressure in Size &Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 44 45 2.067 L9 .50 C=120 PT 18.42 (45) Q 51.44 F=OF 0.00 PE 0.00 CM2 T 9.50 0 .0275 PF 0.26 PT 18.68 (44 ) ------------------ 64 61 1.380 L 12.00 C=120 PT 15.94 (61) Q 14.00 F=OF 0.00 PE 0.00 BL T 12.00 0.0177 PF 0.21 6764DQ 22.31 1.380 L 12.00 C=120 PT 16.15 (64) Q 36.32 F=O F 0.00 PE 0.00 BL T 12.00 0.1032 PF 1.24 70 67 1.380 L 5 .00 C=120 PT 17.39 (67) Q 36.32 F=OF 0.00 PE 0.00 BL T 5.00 0.1032 PF 0.52 44 70 1.380 L .1.50 C=120 PT 17.91 (70) Q 36.32 F=O/T F 6.00 PE 0.00 BL T 7.50 0.1032 PF 0.77 43 44DQ 51.44 2.067 L 10.00 C=120 PT 18.68 (44) Q 87.76 F=O F 0.00 PE 0.00 CM2 T 10.00 0.0738 PF 0.74 PT 19.42 (43) ------------------ 6360 1.380 L 12.00 C=120 PT 16.40 (60) Q 15.31 F=OF 0.00 PE 0.00 BL T 12.00 0.0209 PF 0.25 66 6300 22.66 1.380 L 12.00 C=120 PT 16.65 (63) Q 37.97 F=OF 0.00 PE 0.00 BL T 12.00 0.1121 PF 1.35 6966 1.380 L 5 .00 C=120 PT 18.00 (66) Q 37.97 F=O F 0.00 PE 0.00 BL T 5.00 0.1121 PF 0.56 43 69 1.380 L 1.50 C=120 PT 18.56 (69) Q 37.97 F=O/T F 6.00 PE 0.00 BL T 7.50 0.1121 PF 0.84 42 4300 87.76 2.067 L 10.00 C=120 PT 19.40 (43) Q 125.73 F=O F 0.00 PE 0.00 CM2 T 10.00 0.1435 PF 1.44 PT 20.84 (42) e SUBMITTAL SERIAL NO:2016HY1 12-13-1996 PAGE5 SAFEWAY STORE #631 REMODEL FN:SAFEWAYI VAIL,COLORADO .15/1637 SQ.FT. RA#l -PRODUCE SALES Location Flow Pipe Fittings Equiv Friction Pressure in Size &Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI ------------------ 65 62 1.380 L 12.00 C=120 PT 20.70 (62) Q 7.51 F=OF 0.00 PE 0.00 BL T 12.00 0.0056 PF 0.07 68 65 1.380 L 5.00 C=120 PT 20.77 (65) Q 7.51 F=OF 0.00 PE 0.00 BL T 5.00 0.0056 PF 0.03 42 68 1.380 L 1.50 C=120 PT 20.80 (68) Q 7.51 F=O/T F 6.00 PE 0.00 BL T 7.50 0.0056 PF 0.04 41 42DQ 125.73 2.067 L 10.50 C=120 PT 20.84 (42) Q 133.24 F=O F 0.00 PE 0.00 CM2 T 10.50 0.1598 PF 1.68 40 41DQ -9.40 2.067 L 10.00 C=120 PT 22.52 (41) Q 123.84 F=OF 0.00 PE 0.00 CM2 T 10.00 0.1396 PF 1.40 39 40DQ -6.94 2.067 L 10.00 C=120 PT 23.92 (40) Q 116.90 F=OF 0.00 PE 0.00 CM2 T 10.00 0.1254 PF 1.25 3839DQ -5.61 2.067 L 12.00 C=120 PT 25.17 (39) Q 111.29 F=O F 0.00 PE 0.00 CM2 T 12.00 0.1145 PF 1.37 37 38DQ -6.32 2.067 L 10.00 C=120 PT 26.54 (38) Q 104.97 F=OF 0.00 PE 0.00 CM2 T 10.00 0.1028 PF 1.03 36 37DQ -8.08 2.067 L 10.00 C=120 PT 27.57 (37) Q 96.89 F=OF 0.00 PE 0.00 CM2 T 10.00 0.0886 PF 0.89 35 36DQ -11.59 2.067 L 8.50 C=120 PT 28.46 (36) Q 85.31 F=O ·F 0.00 PE 0.00 CM2 T 8.50 0.0700 PF 0.60 3435DQ -12.66 2.067 L 8.00 C=120 PT 29.06 (35) Q 72.65 F=O F 0.00 PE 0.00 CM2 T 8.00 0.0520 PF 0.42 e SUBMITTAL SERIAL NO:2016HYI 12-13-1996 PAGE 6 SAFEWAY STORE #631 REMODEL FN:SAFEWAY1 VAIL,COLORADO .15/1637 SQ.FT. RA #1-PRODUCE SALES Location Flow Pipe Fittings Equiv Friction Pressure in Size &Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 33 34DQ -19.49 2.067 L 8.00 C=120 PT 29.48 (34) Q 53.16 F=OF 0.00 PE 0.00 CM2 T 8.00 0.0292 PF 0.23 32 330Q -24.10 2.067 L 8.00 C=120 PT 29.71 (33 ) Q 29.06 F=OF 0.00 PE 0.00 CM2 T 8.00 0.0096 PF 0.08 12 32 1.380 L 68.00 C=120 PT 29.79 32) Q 29.06 F=T/T F 12.00 PE 0.00 BL T 80.00 0.0683 PF 5.46 PT 35.25 (12) ------------------ 74 75 1.380 L 12.00 C=120 PT 12.78 (75) Q 8.47 F=OF 0.00 PE 0.00 BL T 12.00 0.0070 PF 0.08 73 740Q 19.50 1.380 L 6.50 C=120 PT 12.86 (74 ) Q 27.97 F=OF 0.00 PE 0.00 BL T 6.50 0.0637 PF 0.41 72 730Q 20.06 1.380 L 5.50 C=120 PT 13.27 (73) Q 48.03 F=OF 0.00 PE 0.00 BL T 5.50 0.1731 PF 0.95 71 720Q 21.01 1.380 L 12.00 C=120 PT 14.22 (72) Q 69.04 F=OF 0.00 PE 0.00 BL T 12.00 0.3387 PF 4.06 25 71 1.380 L 1.50 C=120 PT 18.28 (71) Q 69.04 F=T F 6.00 PE 0.00 BL T 7.50 0.3387 PF 2.54 24 25 2.635 L 9.50 C=120 PT 20.82 (25) Q 69.04 F=OF 0.00 PE 0.00 CMl T 9.50 0.0145 PF 0.14 PT 20.96 24) ------------------ 59 62 1.380 L 12.00 C=120 PT 20.70 (62) Q 17.59 F=OF 0.00 PE 0.00 BL T 12.00 0.0270 PF 0.32 56 59 1.380 L 12.00 C=120 PT 21.02 (59) Q 17.59 F=OF 0.00 PE 0.00 BL T 12.00 0.0270 PF 0.32 e SUBMITTAL SERIAL NO:2016HY1 12-13-1996 PAGE 7 SAFEWAY STORE #631 REMODEL FN:SAFEWAY1 VAIL,COLORADO .15/1637 SQ.FT. RA#1-PRODUCE SALES Location Flow Pipe Fittings Equiv Friction Pressure in Size &Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 53 56 1.380 L 12.00 C=120 PT 21.34 (56) Q 17.59 F=OF 0.00 PE 0.00 BL T 12.00 0.0270 PF 0.32 50 53 1.380 L 12.00 C=120 PT 21.66 (53) Q 17.59 F=OF 0.00 PE 0.00 BL T 12.00 0.0270 PF 0.32 22 50 1.380 L 1.50 C=120 PT 21.98 (50) Q 17.59 F=T F 6.00 PE 0.00 BL T 7.50 0.0270 PF 0.20 PT 22.18 22) ------------------ 58 61 1.380 L 12.00 C=120 PT 15.94 (61) Q 8.17 F=OF 0.00 PE 0.00 BL T 12.00 0.0065 PF 0.08 55 5800 22.23 1.380 L 12.00 C=120 PT 16.02 (58) Q 30.40 F=O F 0.00 PE 0.00 BL T 12.00 0.0742 PF 0.89 52 55DQ 22.80 1.380 L 12.00 C=120 PT 16.91 (55) Q 53.19 F=O F 0.00 PE 0.00 BL T 12.00 0.2091 PF 2.51 24 52 1.380 L 1.50 C=120 PT 19.42 (52) Q 53.19 F=T F 6.00 PE 0.00 BL T 7.50 0.2091 PF 1.57 2324DQ 69.04 2.635 L 10.00 C=120 PT 20.99 (24) Q 122.23 F=OF 0.00 PE 0.00 CM1 T 10.00 0.0418 PF 0.42 PT 21.41 (23) ------------------ 57 60 1.380 L 12.00 C=120 PT 16.40 (60) Q 7.19 F=OF 0.00 PE 0.00 BL T 12.00 0.0052 PF 0.06 54 57DQ 22.54 1.380 L 12.00 C=120 PT 16.46 (57) Q 29.74 F=OF 0.00 PE 0.00 BL T 12.00 0.0713 PF 0.86 51 54DQ 23.09 1.380 L 12.00 C=120 PT 17.32 (54) Q 52.82 F=OF 0.00 PE 0.00 BL T 12.00 0.2064 PF 2.48 e SUBMITTAL SERIAL NO:2016HY1 12-13-1996 PAGE8 SAFEWAY STORE #631 REMODEL FN:SAFEWAY1 VAIL,COLORADO .15/1637 SQ.FT. RA #1-PRODUCE SALES Location Flow Pipe Fittings Equiv Friction Pressure in Size &Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 23 51 1.380 L 1.50 C=120 PT 19.80 (51) Q 52.82 F=T F 6.00 PE 0.00 BL T 7.50 0.2064 PF 1.55 22 2300 122.23 2.635 L 10.00 C=120 PT 21.35 (23 ) Q 175.06 F=OF0 .00 PE 0.00 CM1 T 10.00 0.0812 PF 0.81 21 22DQ 17.59 2.635 L 10.50 C=120 PT 22.16 (22) Q 192.65 F=OF 0.00 PE 0.00 CM1 T 10.50 0.0969 PF 1.02 PT 23.18 (21) ------------------ 21 41 1.380 L 68.00 C=120 PT 22.47 (41) Q 9.40 F=T/T F 12.00 PE 0.00 BL T 80.00 0.0085 PF 0.68 20 21DQ 192.65 2.635 L 10.00 C=120 PT 23.15 21) Q 202.04 F=O F 0.00 PE 0.00 CM1 T 10.00 0.1058 PF 1.06 PT 24.21 (20) ------------------ 20 40 1.380 L 68.00 C=120 PT 23.87 (40) Q 6.94 F=T/T F 12.00 PE 0.00 BL T 80.00 0.0048 PF 0.38 19 20DQ 202.04 2.635 L 10.00 C=120 PT 24.25 20) Q 208.98 F=OF 0.00 PE 0.00 CM1 T 10.00 0.1126 PF 1.13 PT 25.38 (19) ------------------ 19 39 1.380 L 68.00 C=120 PT 25.12 (39) Q 5.61 F=T/T F 12.00 PE 0.00 BL T 80.00 0.0033 PF 0.26 18 19DQ 208.98 2.635 L 12.00 C=120 PT 25.38 (19) Q 214.59 F=OF 0.00 PE 0.00 CM1 T 12.00 0.1183 PF 1.42 PT 26.80 (18) ------------------ 18 38 1.380 L 68.00 C=120 PT 26.50 (38) Q 6.32 F=T/T F 12.00 PE 0.00 BL T 80.00 0.0041 PF 0.33 17 1800 214.59 2.635 L 10.00 C=120 PT 26.83 (18) Q 220.91 F=O F 0.00 PE 0.00 CM1 T 10.00 0.1248 PF 1.25 PT 28.08 17) e SUBMITTAL SERIAL NO:2016HY1 12-13-1996 PAGE 9 SAFEWAY STORE #631 REMODEL FN:SAFEWAY1 VAIL,COLORADO .15/1637 SQ.FT. RA#l -PRODUCE SALES Location Flow Pipe Fittings Equiv Friction Pressure in Size &Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI ------------------ 17 37 1.380 L 68.00 C=120 PT 27.53 (37) Q 8.08 F=T/T F 12.00 PE 0.00 BL T 80.00 0 .0064 PF 0.51 16 17DQ 220.91 2.635 L 10.00 C=120 PT 28.04 (17) Q 228.99 F=OF 0 .00 PE 0.00 CM1 T 10.00 0.1334 PF 1.33 PT 29.37 (16) ------------------ 16 36 1.380 L 68.00 C=120 PT28 .41 36) Q 11.59 F=T/T F 12.00 PE 0.00 BL T 80.00 0.0125 PF 1.00 15 16DQ 228.99 2.635 L 5.00 C=120 PT 29.41 (16) Q 240.57 F=O F 0.00 PE 0.00 CM1 T 5.00 0.1461 PF 0.73 PT 30.14 (15) ------------------ 15 35 1.380 L 68.00 C=120 PT 29.01 (35 ) Q 12.66 F=T/T F 12.00 PE 0.00 BL T 80.00 0.0147 PF 1.18 14 15DQ 240.57 2.635 L 11.50 C=120 PT 30 .19 (15) Q 253.23 F=O F 0.00 PE0 .00 CM1 T 11.50 0.1607 PF 1.85 PT 32.04 14) ------------------ 14 34 1.380 L 68.00 C=120 PT 29.42 (34 ) Q 19.49 F=T/T F 12.00 PE 0.00 BL T 80.00 0.0326 PF 2.61 13 14DQ 253.23 2.635 L 8.00 C=120 PT 32.03 (14) Q 272.72 F=O F 0.00 PE 0.00 CM1 T 8.00 0.1843 PF 1.47 PT 33.50 13) ------------------ 13 33 1.380 L 68.00 C=120 PT 29.66 (33) Q 24.10 F=T/T F 12.00 PE 0.00 BL T 80.00 0.0483 PF 3.86 12 13DQ 272.72 2.635 L 8.00 C=120 PT 33.52 (13) Q 296.82 F=OF 0.00 PE 0.00 CM1 T 8.00 0.2156 PF 1.72 e SUBMITTAL SERIAL NO:2016HY1 12-13-1996 PAGE 10 SAFEWAY STORE #631 REMODEL FN:SAFEWAY1 VAIL,COLORADO .15/1637 SQ.FT. RA #1 -PRODUCE SALES Location Flow Pipe Fittings Equiv Friction Pressure in Size &Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 11 12DQ 29 .06 2.635 L 3.50 C=120 PT 35 .24 (12) Q 325.88 F=T F 12.00 PE 0.00 FM T 15.50 0.2562 PF 3.97 9 11 3.260 L 44.00 C=120 PT 39.21 (11) Q 325.88 F=O F 0.00 PE 0.00 FM T 44.00 0.0909 PF 4.00 79 4.260 L 57.00 C=120 PT 43.21 (9) Q 325.88 F=OF 0.00 PE 0.00 PM T 57.00 0.0247 PF 1.41 5 7 6.357 L 80.00 C=120 PT 44.62 (7) Q 325.88 F=4E F 56.00 PE 0.00 FM T 136.00 0.0035 PF 0.48 35 6.357 L 11.00 C=120 PT 45.10 (5) Q 325.88 F=O F 0.00 PE 4.77 FR T 11.00 0.0035 PF 0.04 23 7.981 L 25.00 C=1000 PT 49.91 (3) Q 325.88 F=O F 0.00 PE 10.83 FR T 25.00 0.0000 PF 0.00 COMMENT:REDUCED PRESSURE BACKFLOW PSI LOSS SHOWN IN ELEVATION 1 2 7.981 L 1.00 C=120 PT 60.74 (2) Q 325.88 F=OF 0.00 PE 0.43 FR T 1.00 0.0012 PF 0.00 0 1 8.510 L 245.00 C=140 PT 61.17 (1) Q 325.88 F=T,CV,4E F 179.00 PE 2.17 UN T 424.00 0.0006 PF 0.25 PT 63.59 (0) -. TOWN OFVAIL 75 S.FRONTAGE ROAD VAIL,CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE:THI S PERMIT MUST BE POSTED ON JOBSITE AT ALLTIMES P LUMB ING PERMIT Permit #:P96-0177 Job Address:2171 N FRONTAGE RD WEST Location ...:2131 N FRONTAGE RD parcel No ..:2103-114-15-011 project No.:PRJ96-0097 Status ...:VOID Applied ..:10/21/1996 Issued ...:11/01/1996 Expires ..:04/30/1997 APPLI CANT VALLEY WIDE MECH.&ELECTRICALI Phone:3039491747 P OBOX 5080,AVON CO 81620 CONTRACT OR VALL EY WIDE MECH .&ELECTRICALI Phone:3039491747 P O BO X 5080,AV ON CO 81620 OWNER SAFEWAY STORE S 46 I NC AP-EXPENS E,PO BOX 29 089,PHOENIX AZ 850389089 Descript ion:SAFEWAY EXPANSION Valuation:8 0,00 0.00 ***********************************************************FEE SUMMARY **********************************************************Plumbing----->1,200 .00 Restuarant PlanReview-->.00 Total Calculated Fees--->1,503.00 PlanCheck--->300 .00 TOTAL FEES -------------->1,503.00 Additional Fees--------->.00 Investigation>.00 Total Permit Fee-------->1,503.00 Will Call---->3.00 Payments--------------->1,503.00 BALANCE DUE------------->.00 ********************************************************************************************************************************** Item :05100 BUILDING DE PARTMENT 1 1/01/1996 CHUCK Act ion:APPR Item:05600 FIRE DEPARTMENT 1 0/28 /1 996 J OHNG Action :APPR Dept:BUILDING Divis ion: Dep t:FIRE Division: ********************************************************************************************************************************** CONDITION OF APPROVAL ********************************************************************************************************************************** DECLARATIONS I hereby acknowledge that Ihaveread this application,filled outin full the information required,completed an accurate plot plan,and state that all the information provided as required is correct.I agree t o complywith the information and plot plan, tocomplywith all Town ordinances and state laws,and to build this structure according to the Town 's zoningand subdivision codes,design review approved,Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HO URS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8 :00 AM 5:00 PM SIGNATUR E OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER 04/18/97User:CHARLIETOWNOFVAILId:ACTP135 Keyword:aACTM Activity Maintenance -Fee Summary. Permit No:P96-0177 Applicant:VALLEY WIDE MECH.&ELECTRICALI Status:ISSUED Address:2171 N FRONTAGE RD WEST Calculated Fees: Additional Fees : Total Fees: 1,503.00 .00 1,503.00 Total Fees: Payments: Balance: 1,503.00 1,503 .00 .00 Ente red Time Type Method Amount Posted Notation Receipt 1 1/1 4/96 15:17 Void Pmt CK 04/0 9/97 14:07 Payment 0 4/0 9/97 14:05 Void CK ***End of File *** 1,503.00 11/14/96 £26335 1,503.00 04/09/97 RETURN PAYMENT -1,503.00 04/09/97 VOID REC -0233 REC-0257 REC-0233 ESC=Exit PAY ONE-THOUSAND FIVE-H UNDRED THREE AM OUNTSOVER ssoo.oo REOUIRET WO SIG NATURES e ~11 267 2 "'" 8 2·15 1 102 1 ..."...---~---.-/lh-t..~-,_·,......v Lk1u.b-AdM ~ ·---_...----_.-_._.-------------------------'.._, ....rB.~17 VAIL ROAD I'I ~VAJLCOLORAD081657 OF ""- ~1"'~J-~''~,...)!ti::?~~l ~lf.:-·1 Yi i:h ~...':. n ll/1 ~'0"7 I 119'<'79 VOIDAFTER180 DAYS DO LLARS AND NO CENTS 7 5 south frontage ro ad vail,co lorado 816 57 (303)479-2100 .SAFEWAYI NC FI LE NO 7 2905 PO BOX 600 00 RE:CUST#050510 SAN FRANC ISCO,CA 94160 TO ';'THE OR DER OF II"~~2b 7 211".:W 2 ~0 ~5 ~91:570 0 j j 711" e e r &::)~~AYINC . (!;l JJ ENGLEWOOD.CO8 0 112·14 12 (303)843-7600 April3,1997 Town ofVail 75 South Frontage Road Vail,Colorado 81657 Attention:CharlieDavis,Building Department RE :Safeway Store No .631,Vail,Colorado Dear Charlie: P.O .BOX 5 927 T.A . DENV ER.CO 80217 Sorryfortheconfusionwiththechange of contractors fortheexpansion of theVail Safeway Store.As youareawaretheBuildingPermitwas transferred from Roche Constructors to Resource Construction. Roche's plumberontheremodel was ValleyWide .Resource Construction was awarded the contract fortheexpansionprojectandtheirplumbing contractor is Colorado Plumbing Services .Both oftheseplumbing contractors haveapermitpulledforthesamework.I am askingforarefundfortheValleyWidepermit#P96-0177;acopyisenclosed .Iwill alsorequestaletterfromValleyWidestatingthattheyarenottheplumbing contractor for theexpansionproject. PleasecaIlme ifyourequirefurtherinformationtofacilitatethe corrections requested. Sincerely, SAFEWAYINC . CONSTRUCTION DEPARTMENT nan Hannig Project Manager (303)843-7556 BH/pb cc:Resources Construction Roche Constructors APR-4-97 FRI ~t"'.,":~.:::.:• .••"I 9:04 AM •'0"••• _:•.I '.•.'\: ....•'.1 'l;'."......:. e VALLEY\\T)[)E Me~hanic::al,)tlc. 'The Profess/6r'lals' P.2 .." .'; Town of Vail Attn:Charlie Davis 75S.FrontageRoad Vail,co 81657 RE:Safeway Addition,West Vail Charlie: This letteristo inform youthat Valley Wide Mechanical,Inc.isno longer the plumber onrecordfor Safeway #631 in West Vail,ColoflldQ.It'YQU have a.oy questions,pleasecallmeatyour earliest convenience. Sincerely, i£:~~~re1:::., Master License #179473 ValleyWide Mechanical,Inc. 431METCALF ROAD·P.O.BOX 5080'AVON.COLORADO 81620'(970)949-1747·FAX(970)845·7144 ........; APR-4-97 FR I 9:03 AM e »>..-VALLEY'·W1DE :"-.<. Mechanieal ,&Electrical,-Inc,. .--;''Th~·prof~~r~~~!s ~.,.... FAX COVER SHEET '. P,1 "•.•_.~1l~~ \"" !-'.~'f~·. .....r ~.i "~)~:. fROM. DATE. FAX II " Total pages to follow (including this page)•If there are problems with your receipt of this transmission,please adviae. Thank you. ThiB transmission i6 SUbmitted.Original/copy will follow. ____For your file ____For your information ____For your approval ____For your review ____For your responDe ____Per your request ____For your quotation ____Regular Hail ____Overnight Delivery ____"and Delivery ___Other ____original/copy will not follow CONFIDl1N'PIALITY NO'.fI1 The documents accompany!ng thiQ facsimile transDlission contain information belonging to the 6ender that is confidential and/or legally privileged.The inforDlation is intended only for the use of the individual or entity named above.If you are not the intended recipient,you are hereby notified that any disclosure. copying.distribution.or the takinq of any action in reliance on the contents of this telecopied information 1s strictly prohibited. If you have received this facliimile in error.please notify us immediately by telephone to arrange for return of the original documents to us. 431METCALF ROAD·P.O .BOX 5080·AVON ,COLORADO 81620·(970)949 -1747.FAX(970)845 -7144 / Hydraulics Summary Sheet BFPE 51 W.84TH AVE. SUITE 330 DENVER,COLORADO 80221 De signer:JR Calc By:JR Date:12 ·d3 ,9 6 Project Information SAFEWA YSTORE #631 VAIL.COLORADO Contract No:9 6 -0841 Building:1 S TORI System 10:WET Ref.Dr auing No:FP-l Construction:NON-COMBUSTIBLE Occupancy:S ALES AREA -RA #2 Hydraulics Design Criteria Density:.15 GPM /SqFt Remote Area:1579 SqFt Sprinkler Coverage:UARIE SqFt Design Standard:NFPA 1 3 Hazard:ORDINAR Y Figure:5-2.3 Curve:2 Hydraulics Information GPM PSI PSI GPM (NA>P SI (NA>PSI (NA )GPM 50.94 P SI 260.66 GPM 0.00 GPM 250.00 GPM 510.66 GPM 50.94 P SI 0.00 Ft Combined Static: Residual: Oty Flowing: Boost Pres: Discharge Pres: Discharge Flow: Demand... Spr Req'd Pres: Spr Req'd Flow: Add'i Flows: Hose at Srce: Total F low: Total Pres: Static Elev: Supply... Water Flow Test Static:88.00 P SI Residual:7 8.00 P SI Oty Flowing:13 2 0.00 GPM Elevation:0.00 F t Date:Tlme:_ By :_ Pump Data Rated:(NA)PSIe (NA) (NA) (NA) (NA) Available ... P)86.27 PSIe 510.66 GPM F)50.94 PSIe 2677.93 GPM System Type:UET ../:-~:Ik"",J :...dib;·.v ......U'.l J .~ \;f 17 9 1 2 1.:.n \ ••I ,..',..... Sprinklers /Nozzles Manufacturer:GLOBE Model:IN Size:1 /2 K-Factor:5.6 Temperature Rating:165 Authority: System Information Margin... Pressure:35.34 P SI Flow:2 167 .2 7 GPM Slgrno Dynornlca Corporotlon ©Copydght 1992.AI Rlc;t1tw Re_rved 7700 Hydraulics: SAFE WA Y S TORE #631 REMODEL FN:SAFEWAY2 e e 15001350 7700 Supply I Demand Graph 12001050 WaterFlow (GPM) 900750600450300 Margin - Press ur e 3 5 .3 4 PSI -Flow 2167.27 GPM • •~ --j • I b~ N1.85 SIGMADYNAMICS CORP. 35 30 25 20 15 10 5 a 150 125 120 115 110 105 100 95 90 85 80 75 D?70 0- ~65., '-60:l '"'".,55'-0- 50 45 40 ~1 320.00 GPM Supply .. 88.00 PSI 78 .00 PSI 0 .0 0 PSI Water S t at ic Resi du al Ele vation 2 60 .66 GPM 0.00 GPM 25 0.00GPM 510.6 6 GPM System Demand .. S p ri nkle r Demand 50.9 4 PSI ~ Ad di ti o nal Flows Hose a t S ou rce Total Dema nd 50.94 PSI ~ SUBMITTAL SERIAL NO:2016HY1 SAFEWAY STORE #631 REMODEL VAIL,COLORADO .15/1579 SQ.FT. RA #2 -SALES AREA FN:SAFEWAY2 12-13-1996 PAGE 1 FLOW TESTRESULTS Water Supply STATIC 88.00 PSI RESIDUAL 78.00 PSI @ 1320.00 GPM CITYPRESSURE AVAILABLE AT 510.7 GPM 86.27 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOWFLOW K-FACTOR PRESSURE ---------------- 216 24.5222.50 5.60 19.18 217 24.41 22.50 5.60 19.00 219 23.39 22.50 5.60 17.44 220 23.27 22.50 5.60 17.26 222 22.90 22 .50 5.60 16.72 223 22.7722.50 5.60 16.54 225 22.64 22 .50 5.60 16.35 226 22.50 22.50 5.60 16.14 227 27.06 22.50 5.60 23.34 228 23.68 22.50 5.60 17.88 229 23.51 22.50 5.60 17.63 TOTAL WATER REQUIREDFOR SYSTEM OUTSIDEHOSE STREAMS AT0 TOTAL WATER REQUIREMENT PRESSUREREQUIREDAT0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 260.66 GPM 250.00 GPM 510.66 GPM 50.94 PSI 0.09 PSI 18.33 FPS e e SUBMITTAL SERIAL NO:2016HY1 12-13-1996 PAGE 2 SAFEWAY STORE #631 REMODEL FN:SAFEWAY2 VAIL,COLORADO .15/1579 SQ.FT. RA #2 -SALES AREA Location Flow Pipe Fittings Equiv Friction Pressure in Size &Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 176 226 1.049 L 1.00 C=120 PT 16.14 (226) Q 22.50 F =T F 5.00 PE -0.43 DR T 6.00 0.1618 PF 0.97 PT 16.68 (176) ------------------ 179 229 1.049 L 1.00 C=120 PT 17.63 (229) Q 23.51 F=T F 5.00 PE -0.43 DR T 6.00 0.1756 PF 1.05 PT 18.25 (179) ------------------ 178 228 1.049 L 1.00 C=120 PT 17.88 (228) Q 23.68 F=TF 5.00 PE -0.43 DR T 6.00 0.1778 PF 1.07 PT 18.52 (178) ------------------ 177 227 1.049 L 1.00 C=120 PT 23.34 (227 ) Q 27.06 F=T F 5.00 PE -0.43 DR T 6.00 0.2276 PF 1.37 PT 24.28 (177) ------------------ 175 225 1.049 L 1.00 C=120 PT 16.35 (225) Q 22.64 F=TF 5.00 PE -0.43 DR T 6.00 0.1637 PF 0.98 PT 16.90 (175) ------------------ 173 223 1.049 L 1.00 C=120 PT 16.54 (223) Q 22.77 F=TF 5.00 PE -0.43 DR T 6.00 0.1655 PF 0.99 PT 17.10 (173) ------------------ 172 222 1.049 L 1.00 C=120 PT 16.72 (222) Q 22.90 F=T F 5.00 PE -0.43 DR T 6.00 0.1672 PF 1.00 PT 17.29 (172) ------------------ 170 220 1.049 L 1.00 C=120 PT 17.26 (220) Q 23.27 F=TF 5.00 PE -0.43 DR T 6.00 0.1722 PF 1.03 PT 17 .86 (170) ------------------ 169 219 1.049 L 1.00 C=120 PT 17.44 (219) Q 23.39 F=TF 5 .00 PE -0.43 DR T 6.00 0.1738 PF 1.04 PT 18.05 (169) ------------------ 167 217 1.049 L 1.00 C=120 PT 19.00 (217) Q 24.41 F=TF 5.00 PE -0.43 DR T 6.00 0.1882 PF 1.13 PT 19.70 (167) e e SUBMITTAL SERIAL NO:2016HY1 12-13-1996 PAGE 3 SAFEWAY STORE #631 REMODEL FN:SAFEWAY2 VAIL,COLORADO .15/1579 SQ.FT. RA#2-SALES AREA Location Flow Pipe Fittings Equiv Friction Pressure in Size &Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI ------------------ 166 216 1.049 L 1.00 C=120 PT 19.18 (216) Q 24.52 F=TF 5.00 PE -0.43 DR T 6.00 0.1898 PF 1.14 PT 19.89 (166) ------------------ 7 70 6.357 L 32.00 C=120 PT 32.04 (70) Q 260.66 F=T F 30.00 PE 0.00 NC T 62.00 0.0023 PF 0.14 PT 32 .18 7) ------------------ 176 173 1.049 L 9.00 C=120 PT 17.08 (173) Q 2.76 F=OF 0.00 PE -0.43 BL T 9.00 0.0033 PF 0.03 179 176DQ 22.50 1.049 L 10.00 C=120 PT 16.68 (176) Q 25.26 F=O F 0.00 PE -0.43 BL T 10.00 0.2004 PF 2.00 98 17900 23.51 1.049 L 2.00 C=120 PT 18.25 (179) Q 48.77 F =O/T F 5.00 PE 0.00 BL T 7.00 0.6771 PF 4.74 9798 2.067 L 15.00 C=120 PT 22.99 (98) Q 48.77 F=O F 0.00 PE 0.00 CM2 T 15.00 0.0249 PF 0.37 PT 23.36 97) ------------------ 175 172 1.049 L 9.00 C=120 PT 17.28 (172) Q 3.05 F=O F 0.00 PE -0.43 BL T 9.00 0.0040 PF 0.04 178 175DQ 22.64 1.049 L 10.00 C=120 PT 16.89 (175) Q 25.69 F=OF 0.00 PE -0.43 BL T 10.00 0.2068 PF 2.07 97 178DQ 23.68 1.049 L 2.00 C=120 PT 18.53 (178) Q 49.37 F=O/T F 5.00 PE 0.00 BL T 7.00 0.6924 PF 4.85 96 97DQ 48.77 2.067 L 14.00 C=120 PT 23.38 (97) Q 98.14 F=OF 0.00 PE 0.00 CM2 T 14.00 0.0908 PF 1.27 PT 24.65 (96) ------------------ 96 177 1.049 L2 .00 C=120 PT 24.36 (177) Q 10.39 F=O/T F 5.00 PE 0.00 BL T 7.00 0.0387 PF 0.27 e e SUBMITTAL SERIAL NO:2016HY1 12-13-1996 PAGE 4 SAFEWAY STORE #631 REMODEL FN:SAFEWAY2 VAIL,COLORADO .15/1579 SQ.FT. RA#2-SALES AREA Location Flow Pipe Fittings Equiv Friction Pressure in size &Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 95 96DQ 98.14 2.067 L 13.00 C=120 PT 24.63 (96) Q 108.53 F=OF 0.00 PE 0.00 CM2 T 13.00 0.1093 PF 1.42 9495DQ -20.67 2.067 L 13.00 C=120 PT 26.05 (95) Q 87.86 F=OF 0.00 PE 0.00 CM2 T 13.00 0.0740 PF 0.96 93 94DQ -18.90 2.067 L 13.00 C=120 PT 27.01 (94) Q 68.95 F=O F 0.00 PE 0.00 CM2 T 13.00 0.0472 PF 0.61 9293DQ -17.69 2.067 L 10.50 C=120 PT 27.62 (93) Q 51.26 F=O F 0.00 PE 0.00 CM2 T 10.50 0.0273 PF 0.29 91 92DQ -17.14 2.067 L 6.00 C=120 PT 27.91 (92) Q 34.12 F=O F 0.00 PE 0.00 CM2 T 6.00 0.0129 PF 0.08 90 91DQ -17.00 2.067 L 11.00 C=120 PT 27.99 (91) Q 17.12 F=OF 0.00 PE 0.00 CM2 T 11.00 0.0036 PF 0.04 142 90 1.049 L 22.00 C=120 PT 28.03 (90) Q 17.12 F=O/T F 5.00 PE 0.00 BL T 27.00 0.0976 PF 2.64 136 142 1.380 L 30.50 C=120 PT 30.67 (142) Q 17.12 F=OF 0.00 PE 0.00 BL T 30.50 0.0257 PF 0.78 130136 1.610 L 20.00 C=120 PT 31.45 (136) Q 17.12 F=OF 0.00 PE 0.00 BL T 20.00 0.0121 PF 0.24 80 130 2.067 L 24.00 C=120 PT 31.69 (130) Q 17.12 F=O F 0.00 PE 0.00 BL T 24.00 0.0036 PF 0.09 70 80 2.067 L 0.50 C=120 PT 31.78 (80) Q 17.12 F=T/T F 20.00 PE 0.22 RN T 20.50 0.0036 PF 0.07 PT 32.07 70) ------------------ 174 177 1.049 L 10.00 C=120 PT 24.36 (177) Q 16.67 F=O F 0.00 PE 0.43 BL T 10.00 0.0929 PF 0.93 e SUBMITTAL SERIAL NO:2016HY1 12-13-1996 PAGE 5 SAFEWAY STORE #631 REMODEL FN:SAFEWAY2 VAIL,COLORADO .15/1579 SQ.FT. RA#2-SALES AREA Location Flow Pipe Fittings Equiv Friction Pressure in Size &Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 171 174 1.049 L 9.00 C=120 PT 25.72 (174 ) Q 16.67 F=OF 0.00 PE 0.43 BL T 9.00 0.0929 PF 0.84 168 171 1.380 L 10.00 C=120 PT 26.99 (171) Q 16.67 F=OF 0.00 PE 0.43 BL T 10.00 0.0244 PF 0.24 165 168 1.380 L 10.00 C=120 PT 27.66 (168) Q 16.67 F=OF 0.00 PE 0.43 BL T 10.00 0.0244 PF 0.24 162 165 1.380 L 10.00 C=120 PT 28.33 (165) Q 16.67 F=O F 0.00 PE 0.43 BL T 10.00 0.0244 PF 0.24 159 162 1.610 L 10.00 C=120 PT 29.00 (162) Q 16.67 F=OF 0.00 PE 0.43 BL T 10.00 0.0115 PF 0.12 156 159 1.610 L 10.00 C=120 PT 29.55 (159) Q 16.67 F=OF 0.00 PE 0.43 BL T 10.00 0.0115 PF 0.12 153 156 2.067 L 10.00 C=120 PT 30.10 (156) Q 16.67 F=OF 0.00 PE 0.43 BL T 10.00 0.0034 PF 0.03 150 153 2.067 L 10.00 C=120 PT 30.56 (153) Q 16.67 F=OF 0.00 PE 0.43 BL T 10.00 0.0034 PF 0.03 86 150 2.067 L 4.00 C=120 PT 31.02 (150) Q 16.67 F=TF 10.00 PE 0.00 BL T 14.00 0.0034 PF 0.05 76 86 2.067 L 0.50 C=120 PT 31.07 (86) Q 16.67 F=T/T F 20.00 PE 0.22 RN T 20.50 0.0034 PF 0.07 PT 31.36 (76) ------------------ 170 173 1.380 L 10.00 C=120 PT 17.08 (173) Q 20.01 F=O F 0.00 PE 0.43 BL T 10.00 0.0343 PF 0.34 e e SUBMITTAL SERIAL NO:2016HY1 12-13-1996 PAGE 6 SAFEWAY STORE #631 REMODEL FN:SAFEWAY2 VAIL,COLORADO .15/1579 SQ.FT. RA #2-SALES AREA Location Flow Pipe Fittings Equiv Friction Pressure in Size &Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 167 170DQ 23.27 1.380 L 10.00 C=120 PT 17.85 (170) Q 43.28 F=O F 0.00 PE 0.43 BL T 10.00 0.1428 PF 1.43 164 167DQ 24.41 1.380 L 10.00 C=120 PT 19.71 (167) Q 67.70 F=OF 0.00 PE 0.43 BL T 10.00 0.3266 PF 3.27 161 164 1.610 L 10.00 C=120 PT 23.41 (164) Q 67.70 F=O F 0.00 PE 0.43 BL T 10.00 0.1542 PF 1.54 158 161 1.610 L 10.00 C=120 PT 25.38 (161) Q 67.70 F=OF 0.00 PE 0.43 BL T 10.00 0.1542 PF 1.54 155 158 2.067 L 10.00 C=120 PT 27.35 (158) Q 67.70 F=OF 0.00 PE 0.43 BL T 10.00 0.0457 PF 0.46 152 155 2.067 L 10.00 C=120 PT 28.24 (155) Q 67.70 F=O F 0.00 PE 0.43 BL T 10.00 0.0457 PF 0.46 88 152 2.067 L 4.00 C=120 PT 29.13 (152) Q 67.70 F=T F 10.00 PE 0.00 BL T 14.00 0.0457 PF 0.64 78 88 2.067 L 0.50 C=120 PT 29.77 (88) Q 67.70 F=T/T F 20.00 PE 0.22 RN T 20.50 0.0457 PF 0.94 77 78 2.635 L 15.00 C=120 PT 30.93 (78) Q 67.70 F=O F 0.00 PE 0.00 CM T 15.00 0.0140 PF 0.21 PT 31.14 77) ------------------ 169172 1.380 L 10.00 C=120 PT 17.28 (172) Q 19.85 F=O F 0.00 PE 0.43 BL T 10.00 0.0338 PF 0.34 166 169DQ 23.39 1.380 L 10.00 C=120 PT 18.05 (169) Q 43.24 F=O F 0.00 PE 0.43 BL T 10.00 0.1425 PF 1.42 e SUBMITTAL SERIAL NO:2016HY1 12-13-1996 PAGE7 SAFEWAY STORE #631 REMODEL FN:SAFEWAY2 VAIL,COLORADO .15/1579 SQ.FT. RA #2-SALES AREA Location Flow Pipe Fittings Equiv Friction Pressure in Size &Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 163 166DQ 24.52 1.380 L 10.00 C=120 PT 19.90 (166) Q 67.77 F=OF 0.00 PE 0.43 BL T 10.00 0.3272 PF 3.27 160 163 1.610 L 10.00 C=120 PT 23.60 (163) Q 67.77 F=OF 0.00 PE 0.43 BL T 10.00 0.1544 PF 1.54 157 160 1.610 L 10.00 C=120 PT 25.57 (160) Q 67.77 F=OF 0.00 PE 0.43 BL T 10.00 0.1544 PF 1.54 154 157 2.067 L 10.00 C=120 PT 27.54 (157) Q 67.77 F=OF 0.00 PE 0.43 BL T 10.00 0.0457 PF 0.46 151154 2.067 L 10.00 C=120 PT 28.43 (154) Q 67.77 F=OF 0.00 PE 0.43 BL T 10.00 0.0457 PF 0.46 87 151 2.067 L 4.00 C=120 PT 29.32 (151) Q 67.77 F=T F 10.00 PE 0.00 BL T 14.00 0.0457 PF 0.64 77 87 2.067 L 0.50 C=120 PT 29.96 (87) Q 67.77 F=T/T F 20.00 PE 0.22 RN T 20.50 0.0457 PF 0.94 76 77DQ 67.70 3.260 L 14.00 C=120 PT 31.12 (77) Q 135.46 F=OF 0.00 PE 0.00 CM T 14.00 0.0179 PF 0.25 75 76DQ 16.67 3.260 L 13.00 C=120 PT 31.37 76) Q 152.13 F=O F 0.00 PE 0.00 CM T 13.00 0.0222 PF 0.29 PT 31.66 (75) ------------------ 147 95 1.049 L 22.00 C=120 PT 26.06 (95) Q 20.67 F=O/T F 5.00 PE 0.00 BL T 27.00 0.1383 PF 3.73 141 147 1.380 L 30.50 C=120 PT 29.79 (147) Q 20.67 F=OF 0.00 PE 0.00 BL T 30.50 0.0364 PF 1.11 e e SUBMITTAL SERIAL NO:2016HY1 12-13-1996 PAGE 8 SAFEWAY STORE #631 REMODEL FN:SAFEWAY2 VAIL,COLORADO .15/1579 SQ.FT. RA#2 -SALES AREA Location Flow Pipe Fittings Equiv Friction Pressure in Size &Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 135141 1.610 L 20.00 C=120 PT 30.90 (141) Q 20.67 F=OF 0.00 PE 0.00 BL T 20.00 0.0172 PF 0.34 85 135 2.067 L 24.00 C=120 PI'31.24 (135) Q 20.67 F=O F 0.00 PE 0 .00 BL T 24.00 0.0051 PF 0.12 75 85 2.067 L 0.50 C=120 PI'31.36 (85) Q 20.67 F=T/T F 20.00 PE 0.22 RN T 20.50 0.0051 PF 0.10 74 75DQ 152.13 4.260 L 13.00 C=120 PT 31.68 (75) Q 172.80 F=O F 0.00 PE 0.00 CM T 13.00 0.0076 PF 0 .10 PT 31.78 (74) ------------------ 146 94 1.049 L 22.00 C=120 PT 27.02 (94) Q 18.90 F=O/T F 5.00 PE 0.00 BL T 27.00 0.1172 PF 3.16 140 146 1.380 L 30.50 C=120 PT 30.18 (146) Q 18.90 F=OF 0.00 PE 0.00 BL T 30.50 0.0308 PF 0.94 134 140 1.610 L 20.00 C=120 PT 31.12 (140) Q 18.90 F=OF 0.00 PE 0.00 BL T 20.00 0.0146 PF 0.29 84 134 2.067 L 24.00 C=120 PT 31.41 (134) Q 18.90 F=OF 0.00 PE 0.00 BL T 24.00 0.0043 PF 0.10 74 84 2.067 L 0.50 C=120 PT 31.51 (84) Q 18.90 F=T/T F 20.00 PE 0.22 RN T 20.50 0.0043 PF 0.09 73 7400 172.80 4.260 L 13.00 C=120 PT 31.82 74) Q 191.71 F=OF 0.00 PE 0.00 CM T 13 .00 0.0093 PF 0.12 PI'31.94 (73) ------------------ 145 93 1.049 L 22.00 C=120 PT 27.63 (93) Q 17 .69 F=O/T F 5.00 PE 0.00 BL T 27.00 0.1037 PF 2.80 e e SUBMITTAL SERIAL NO:2016HY1 12-13-1996 PAGE 9 SAFEWAY STORE #631 REMODEL FN:SAFEWAY2 VAIL,COLORADO .15/1579 SQ.FT. RA #2-SALES AREA Location Flow Pipe Fittings Equiv Friction Pressure in Size &Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 139 145 1.380 L 30.50 C=120 PT 30.43 (145) Q 17.69 F=OF 0.00 PE 0.00 BL T 30.50 0.0273 PF 0.83 133 139 1.610 L 20.00 C=120 PT 31.26 (139) Q 17.69 F=OF 0.00 PE 0.00 BL T 20.00 0.0129 PF 0.26 83 133 2.067 L 24.00 C=120 PT 31.52 (133) Q 17.69 F=OF 0.00 PE 0.00 BL T 24.00 0.0038 PF 0.09 73 83 2.067 L 0.50 C=120 PT 31.61 (83) Q 17.69 F=T/T F 20.00 PE 0.22 RN T 20.50 0.0038 PF 0.08 7273DQ 191.71 5.295 L 10.50 C=120 PT 31.91 73 ) Q 209.40 F=O F 0.00 PE 0.00 CM T 10.50 0.0038 PF 0.04 PT 31.95 (72) ------------------ 144 92 1.049 L 22.00 C=120 PT 27.92 (92) Q 17.14 F=O/T F 5.00 PE 0.00 BL T 27.00 0.0978 PF 2.64 138 144 1.380 L 30.50 C=120 PT 30.56 (144) Q 17.14 F=OF 0.00 PE 0.00 BL T 30.50 0.0257 PF 0.78 132 138 1.610 L 20.00 C=120 PT 31.34 (138) Q 17.14 F=O F 0.00 PE 0.00 BL T 20.00 0.0121 PF 0.24 82 132 2.067 L 24.00 C=120 PT 31.58 (132) Q 17.14 F=O F 0.00 PE 0.00 BL T 24.00 0.0036 PF 0.09 72 82 2.067 L 0.50 C=120 PT 31.67 (82) Q 17.14 F=T/T F 20.00 PE 0.22 RN T 20.50 0.0036 PF 0.07 71 72DQ 209.40 5.295 L 6.00 C=120 PT 31.96 72) Q 226.54 F=O F 0.00 PE 0.00 CM T 6.00 0.0044 PF 0.03 PT 31.99 71) e e SUBMITTAL SERIAL NO:2016HY1 12-13-1996 PAGE 10 SAFEWAY STORE #631 REMODEL FN:SAFEWAY2 VAIL,COLORADO .15/1579 SQ.FT. RA#2 -SALES AREA Location Flow Pipe Fittings Equiv Friction Pressure in size &Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI ------------------ 143 91 1.049 L 22.00 C=120 PT 28.00 (91) Q 17.00 F=O/T F 5.00 PE 0.00 BL T 27.00 0.0964 PF 2.60 137 143 1.380 L 30.50 C=120 PT 30.60 (143 ) Q 17.00 F=O F 0.00 PE 0.00 BL T 30.50 0.0254 PF 0.77 131 137 1.610 L 20.00 C=120 PT 31.37 (137 ) Q 17.00 F=O F 0.00 PE 0.00 BL T 20.00 0.0120 PF 0.24 81 131 2.067 L 24.00 C=120 PT 31.61 (131) Q 17.00 F=OF 0.00 PE 0.00 BL T 24.00 0.0035 PF 0.08 71 81 2.067 L 0.50 C=120 PT 31.69 (81) Q 17.00 F=T/T F 20.00 PE 0.22 RN T 20.50 0.0035 PF 0.07 70 7lDQ 226.54 5.295 L 11.00 C=120 PT 31.98 (71) Q 243.54 F=OF 0.00 PE 0.00 CM T 11.00 0.0050 PF 0.05 PT 32.03 70) ------------------ 57 6.357 L 80.00 C=120 PT 32.22 7) Q 260.66 F=4E F 56.00 PE 0.00 FM T 136.00 0.0023 PF 0.31 35 6.357 L 11.00 C=120 PT 32.53 (5) Q 260.66 F=OF 0.00 PE 4.77 FR T 11.00 0.0023 PF 0.03 23 7.981 L 25.00 C=1000 PT 37.33 (3) Q 260.66 F=OF 0.00 PE 10.83 FR T 25.00 0.0000 PF 0.00 COMMENT:REDUCED PRESSURE BACKFLOW PSI LOSS SHOWN IN ELEVATION 12 7.981 L 1.00 C=120 PT 48.16 2) Q 260.66 F=O F 0.00 PE 0.43 FR T 1.00 0.0008 PF 0.00 01 8.510 L 245.00 C=140 PT 48.59 (1) Q 260.66 F=T,CV,4E F 179.00 PE 2.17 UN T 424.00 0.0004 PF 0.17 PT 50.93 0) e e AUXILIARYSUBMITTAL SERIAL NO:2016HY1 12-13 -1996 PAGE 1 SAFEWAY STORE #631 REMODEL FN:SAFEWAY2 FLOW TESTRESULTS Water Supply STATIC 88.00 PSI RESIDUAL 78.00 PSI @ 1320 .00 GPM CITYPRESSURE AVAILABLE AT 511.2 GPM 86.27 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTORPRESSURE ---------------- 213 25.11 22.50 5.60 20.11 214 25.00 22.50 5.60 19.93 216 23.62 22.50 5.60 17.79 217 23.51 22.50 5.60 17.63 219 22.9222.50 5.60 16.75 220 22.81 22.50 5.60 16.60 222 22.62 22.50 5.60 16.32 223 22.5022.50 5.60 16.14 224 27.43 22.50 5.60 24.00 225 22.89 22.50 5.60 16.70 226 22.77 22.50 5.60 16.53 TOTAL WATER REQUIREDFOR SYSTEM OUTSIDEHOSE STREAMS AT0 TOTAL WATER REQUIREMENT PRESSUREREQUIREDAT0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 261.19 GPM 250.00 GPM 511.19 GPM 49.97 PSI 0.07 PSI 14.72 FPS e e AUXILIARY SUBMITTAL SERIAL NO:2016HY1 12-13-1996 PAGE2 SAFEWAY STORE #631 REMODEL FN:SAFEWAY2 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S-LOSS PRESSURES -------------------- 173 223 22.50 1.00 5.0 1.049 DR 0.162 -0.43 16.68 16.14 -------------------- 176 226 22.77 1.00 5.0 1.049 DR 0.165 -0.43 17.09 16.53 -------------------- 175 225 22.89 1.00 5.0 1.049 DR 0.167 -0.43 17.27 16.70 -------------------- 174 224 27.43 1.00 5.0 1.049 DR 0.234 -0.43 24.9724.00 -------------------- 172 222 22.62 1.00 5.0 1.049 DR 0.163 -0.43 16.86 16.32 -------------------- 170 220 22.81 1.00 5.0 1.049 DR 0.166 -0.43 17.17 16.60 -------------------- 169 219 22.92 1.00 5.0 1.049 DR 0.168 -0.43 17.3316.75 -------------------- 167 217 23.51 1.00 5.0 1.049 DR 0.176 -0.43 18.25 17.63 -------------------- 166 216 23.62 1.00 5.0 1.049 DR 0.177 -0.43 18.42 17.79 -------------------- 164 214 25.00 1.00 5.0 1.049 DR 0.197 -0.43 20.68 19.93 -------------------- 163 213 25.11 1.00 5.0 1.049 DR 0.198 -0.43 20.87 20.11 -------------------- 7 70 261.19 32.00 30.0 6.357 NC 0.002 0.00 31.22 31.08 -------------------- 176 173 16.69 9.00 0.0 1.049 BL 0.093 -0.43 17.10 16.69 179176 39.46 10.00 0.0 1.049 BL 0.457 -0.43 21.24 17.10 98 179 39.46 2.00 5.0 1.049 BL 0.457 0.00 24.44 21.24 97 98 39.46 15.00 0.0 2.067 CM2 0.017 0.00 24.69 24.44 -------------------- 175 172 16.77 9.00 0.0 1.049 BL 0.094 -0.43 17.2816.86 178175 39.66 10.00 0.0 1.049 BL 0.462 -0.43 21.47 17.28 97 178 39.66 2.00 5.0 1.049 BL 0.462 0.00 24.70 21.47 96 97 79.12 14.00 0.0 2.067 CM2 0.061 0.00 25.55 24.70 -------------------- 177 174 12.57 10.00 0.0 1.049 BL 0.055 -0.43 25.16 25.04 96 177 12.57 2.00 5.0 1.049 BL 0.055 0.00 25.55 25.16 95 96 91.68 13.00 0.0 2.067 CM2 0.080 0.00 26.59 25.55 94 95 74.48 13.00 0.0 2.067 CM2 0.054 0.00 27.30 26.59 9394 58.71 13.00 0.0 2.067 CM2 0.035 0.00 27.76 27.30 92 93 43.68 10.50 0.0 2.067 CM2 0.020 0.00 27.9727.76 91 92 29.10 6.00 0.0 2.067 CM2 0.010 0.00 28.03 27.97 9091 14.56 11.00 0.0 2.067 CM2 0.003 0.00 28.06 28.03 142 90 14.56 22.00 5.0 1.049 BL 0.072 0.00 30.01 28.06 136 142 14.56 30.50 0.0 1.380 BL 0.019 0.00 30.59 30.01 130136 14.56 20.00 0.0 1.610 BL 0.009 0.00 30.77 30.59 80 130 14.56 24.00 0.0 2.067 BL 0.003 0.00 30.83 30.77 70 80 14.56 0.50 20.0 2.067 RN 0.003 0.22 31.11 30.83 -------------------- 171 174 14.86 9.00 0.0 1.049 BL 0.075 0.43 26.15 25.04 168 171 14.8610.00 0.0 1.380 BL 0.020 0.43 26.78 26.15 165 168 14.8610.00 0.0 1.380 BL 0.020 0.43 27.41 26.78 e e AUXILIARY SUBMITTAL SERIAL NO:2016HY1 12-13-1996 PAGE3 SAFEWAY STORE #631 REMODEL FN:SAFEWAY2 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S-LOSS PRESSURES 162 165 14.8610.00 0.0 1.380 BL 0.020 0.43 28.04 27.41 159 162 14.86 10.00 0.0 1.610 BL 0.009 0.43 28.56 28.04 156159 14.86 10.00 0.0 1.610 BL 0.009 0.43 29.08 28.56 153 156 14.86 10.00 0.0 2.067 BL 0.003 0.43 29.54 29.08 150 153 14.8610.00 0.0 2.067 BL 0.003 0.43 30.00 29.54 86 150 14.86 4.00 10.0 2.067 BL 0.003 0.00 30.04 30.00 76 86 14.86 0.50 20.0 2.067 RN 0.003 0.22 30.32 30.04 -------------------- 170 173 5.81 10.00 0.0 1.380 BL 0.004 0.43 17 .16 16.69 167 170 28.63 10.00 0.0 1.380 BL 0.067 0.43 18.26 17.16 164 167 52.14 10.00 0.0 1.380 BL 0.201 0.43 20.70 18.26 161 164 77.14 10.00 0.0 1.610 BL 0.196 0.43 23.09 20.70 158 161 77 .14 10.00 0.0 1.610 BL 0.196 0.43 25.48 23.09 155 158 77.14 10.00 0.0 2.067 BL 0.058 0.43 26.49 25.48 152 155 77 .14 10.00 0.0 2.067 BL 0.058 0.43 27.50 26.49 88 152 77.14 4.00 10.0 2.067 BL 0.058 0.00 28.31 27.50 78 88 77.14 0.50 20.0 2.067 RN 0.058 0.22 29.72 28.31 77 78 77 .14 15.00 0.0 2.635 CM 0.018 0.00 29.99 29.72 -------------------- 169 172 5.85 10.00 0.0 1.380 BL 0.004 0.43 17.33 16.86 166 169 28.77 10.00 0.0 1.380 BL 0.067 0.43 18.43 17.33 163 166 52.39 10.00 0.0 1.380 BL 0.203 0.43 20.89 18.43 160 163 77.50 10.00 0.0 1.610 BL 0.198 0.43 23.30 20.89 157 160 77.50 10.00 0.0 1.610 BL 0.198 0.43 25.71 23.30 154 157 77 .50 10.00 0.0 2.067 BL 0.059 0.43 26.73 25.71 151 154 77.50 10.00 0.0 2.067 BL 0.059 0.43 27.75 26.73 87 151 77.50 4.00 10.0 2.067 BL 0.059 0.00 28.57 27.75 77 87 77.50 0.50 20.0 2.067 RN 0.059 0.22 29.99 28.57 76 77 154.64 14.00 0.0 3.260 CM 0.023 0.00 30.31 29.99 75 76 169.51 13.00 0.0 3.260 CM 0.027 0.00 30.66 30.31 -------------------- 147 95 17 .21 22.00 5.0 1.049 BL 0.098 0.00 29.24 26.58 141147 17 .21 30.50 0.0 1.380 BL 0.026 0.00 30.03 29.24 135 141 17.21 20.00 0.0 1.610 BL 0.012 0.00 30.27 30.03 85 135 17.21 24.00 0.0 2.067 BL 0.004 0.00 30.36 30.27 75 85 17.21 0.50 20.0 2.067 RN 0.004 0.22 30.65 30.36 74 75 186.71 13.00 0.0 4.260 CM 0.009 0.00 30.76 30.65 -------------------- 146 94 15.77 22.00 5.0 1.049 BL 0.084 0.00 29.55 27.29 140 146 15.77 30.50 0.0 1.380 BL 0.022 0.00 30.22 29.55 134 140 15.77 20.00 0.0 1.610 BL 0.010 0.00 30.4330.22 84 134 15.77 24.00 0.0 2.067 BL 0.003 0.00 30.50 30.43 74 84 15.77 0.50 20.0 2.067 RN 0.003 0.22 30.78 30.50 73 74 202.48 13.00 0.0 4.260 CM 0.010 0.00 30.91 30.78 -------------------- 145 93 15.03 22.00 5.0 1.049 BL 0.077 0.00 29.82 27.75 139 145 15.03 30.50 0.0 1.380 BL 0.020 0.00 30.44 29.82 133 139 15.03 20.00 0.0 1.610 BL 0.009 0.00 30.63 30.44 83 133 15.03 24.00 0.0 2.067 BL 0.003 0.00 30.70 30.63 73 83 15.03 0.50 20.0 2.067 RN 0.003 0.22 30.98 30.70 72 73 217.51 10.50 0.0 5.295 CM 0.004 0.00 31.02 30.98 -------------------- 144 92 14.58 22.00 5.0 1.049 BL 0.072 0.00 29.92 27.96 e e AUXILIARY SUBMITTAL SERIAL NO:2016HY1 12-13-1996 PAGE4 SAFEWAY STORE #631 REMODEL FN:SAFEWAY2 FROM TO FLOW LENGTH FITTING DIAMTYPE PSI/Ft S-LOSS PRESSURES 138 144 14.58 30.50 0.0 1.380 BL 0.019 0.00 30.50 29.92 132 138 14.58 20.00 0.0 1.610 BL 0.009 0.00 30.68 30.50 82 132 14.58 24.00 0.0 2.067 BL 0.003 0.00 30.74 30.68 72 82 14.58 0.50 20.0 2.067 RN 0.003 0.22 31.02 30.74 71 72 232.09 6.00 0.0 5.295 CM 0.005 0.00 31.05 31.02 -------------------- 143 91 14.54 22.00 5.0 1.049 BL 0.072 0.00 29.97 28.02 137 143 14.54 30.50 0.0 1.380 BL 0.019 0.00 30.55 29.97 131 137 14.54 20.00 0.0 1.610 BL 0.009 0.00 30.73 30.55 81 131 14.54 24.00 0.0 2.067 BL 0.003 0 .00 30.79 30.73 71 81 14.54 0.50 20.0 2.067 RN 0.003 0.22 31.07 30.79 7071 246.63 11.00 0.0 5.295 CM 0.005 0.00 31.13 31.07 -------------------- 57 261.19 80.00 56.0 6.357 FM 0.002 0.00 31.55 31.24 35 261.19 11.00 0.0 6.357 FR 0.002 4.77 36.35 31.55 2 3 261.19 25.00 0.0 7.981 FR 0.000 10.83 47.18 36.35 12 261.19 1.00 0.0 7.981 FR 0.001 0.43 47.61 47.18 0 1 261.19 245.00 179.0 8.510 UN 0.000 2.17 49.95 47.61 /"..---------------------------------....... Hydraulics Summary Sheet BFPE 51W.84TH AVE. SUITE 330 DENVER.COLORADO 80221 Designer:JR Calc By:JR Date:I I,I 2 ,96 Project Information SAFEWA YSTORE #631 VAIL.COLORADO GPM PSI PSI GPM (NA)PSI (NA>PSI (Nfl)GPM 69.11 PSI 209.11 GPM 0.00 GPM 250.00 GPM 159.11 GPM 69.11 PSI 0.00 Ft CombIned Static: Residual: Qty Flowing: Boost Pres: Discharge Pres: Discharge Flow: Hydraulics Information Demand... Spr Req'd Pres: Spr Req'd Flow: Add'i Flows: Hose at Srce: Total Flow: Total Pres: Static Elev: Supply... Water Flow Test Static:88.00 PSI Residual:78.00 PSI Qty Flowing:1320.00 GPM Elevation:0.00 Ft Date:T/me:_ By:_ Pump Data Ratod:(NA)PSI~(NA) (NA> (NA) (NA) AvaIlable... P)86.58 PSI~159.11 GPM F)69.11 PSI~1813.08 GPM Curve:2 System Type:UEf Hydraulics Design Criteria Density:.15 GPM /SqFt Remote Area:9HDS SqFt Sprinkler Coverage:UARIE SqFI Design Standard:NFPA 13 Hazard:ORDINARY Figure:5-2.3 Sprinklers /Nozzles Manufacturer:GLOBE Model:IN Size:1/2 K-Factor:5.6 Temperature Rating:165 Contract No:96-0811 Building:I STORI System 10:WET Ref.Dr auing No:FP-I Construction:NON-COMBUSTIBLE Occupancy:OUTDOOR CANOPY-RA »3 "uthorlty: System Information Margin... Pressure:17.11 PSI Flow:1383.67 GPM 7700 Hydraulics;-' SAFEWAY STORE #631 REMODEL F N:SAFEWAY3 e e 15001350 7700 Supply I Demand Graph 12001050 Waler Flow (GPM) 900750600150 Margin f-- Pres su re 17 .14P SI Flow 13 8 3.6 7 GP M f-- • •0 f-.• p) N US - SIGMAD YNAMICS CORP. 125 120 115 110 105 100 95 90 85 80 75 70 65 60 55 50 15 10 35 30 25 20 15 10 5 o 150300 ::> 11 :l.. ~., '-:>.,.,., '-:l.. System Demand ..Water Supp ly .. S pri n ~le r Demand 6 9.44 PS I 12 2 0 9.41 GPM Sta t ic 8 8.00 P SI Addit ional Flow s 0 .00GPM Re si du al 7 8.00 P SI 12 1320 .00 GP M Hose a tS o ur ce 25 0 .00 GPM Elevat io n 0.0 0 P SI Total Demand 6 9.44 PSI 12 45 9.11 GPM SUBMITTAL SERIAL NO:2016HYI SAFEWAY STORE #631 REMODEL VAIL,COLORADO 9HDS RA #3 FN:SAFEWAY3 11-12-1996 PAGE 1 FLOW TESTRESULTS Water Supply STATIC 88.00 PSI RESIDUAL 78.00 PSI @ 1320.00 GPM CITYPRESSURE AVAILABLE AT 459.4 GPM 86.58 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE ---------------- 301 24.9820.25 5.60 19.90 302 24.19 20.25 5.60 18.65 303 23.71 20.25 5.60 17.93 304 23.49 20.25 5.60 17.59 305 23.43 20.25 5 .60 17.50 310 24.5120.25 5.60 19.16 311 23.13 20.25 5.60 17.05 312 21.73 20.25 5.60 15.06 313 20.2520.25 5.60 13.08 TOTAL WATER REQUIREDFOR SYSTEM OUTSIDE HOSE STREAMS AT0 TOTAL WATER REQUIREMENT PRESSUREREQUIREDAT0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 209.41 GPM 250.00 GPM 459.41 GPM 69.44 PSI 0.09 PSI 20.02 FPS e SUBMITTAL SERIAL NO:2016HY1 11-12-1996 PAGE 2 SAFEWAY STORE #631 REMODEL FN:SAFEWAY3 VAIL,COLORADO 9HDS RA #3 Location Flow Pipe Fittings Equiv Friction Pressure in Size &Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 312313 1.049 L 15.00 C=120 PT 13.08 (313) Q 20.25 F=O F 0.00 PE0 .00 BN1 T 15.00 0.1332 PF 2.00 311 312DQ 21.73 1.380 L 15 .00 C=120 PT 15.08 (312) Q 41.98 F=OF 0.00 PE 0.00 BN2 T 15.00 0.1349 PF 2.02 310 31100 23.13 1.610 L 15.00 C=120 PT 17.10 (311) Q 65.11 F=OF 0.00 PE 0.00 BN3 T 15.00 0 .1434 PF 2.15 92 310DQ 24.51 1.610 L 5.00 C=120 PT 19.25 (310) Q 89.62 F=TF 8.00 PE 0.00 BN4 T 13.00 0.2590 PF 3.37 PT 22.62 (92) ------------------ 304 305 2.067 L 15.00 C=120 PT 17.50 (305) Q 23.43 F=OF 0.00 PE 0.00 BN T 15.00 0.0064 PF 0.10 303 304DQ 23.49 2 .067 L 15.00 C=120 PT 17.60 (304) Q 46.91 F=OF 0.00 PE 0.00 BN T 15.00 0.0232 PF 0.35 302 303DQ 23.71 2.067 L 15.00 C=120 PT 17.95 (303) Q 70.63 F=OF 0.00 PE 0.00 BN T 15.00 0.0494 PF 0.74 301 302DQ 24.19 2.067 L 15.00 C=120 PT 18.69 (302) Q 94.81 F=O F 0.00 PE 0.00 BN T 15.00 0.0851 PF 1.28 92 30100 24.982.067 L 10.00 C=120 PT 19.97 (301) Q 119.79 F=TF 10.00 PE 0.00 BN9 T 20.00 0.1312 PF 2.62 91 92DQ 89.62 2.067 L 6.00 C=120 PT 22.59 (92) Q 209.41 F=EF 5.00 PE 0.00 NC3 T 11.00 0.3688 PF 4.06 90 91 2.067 L 7.00 C=120 PT 26.65 (91) Q 209.41 F=2E,3GV,CV F 24.00 PE -1.73 NC2 T 31.00 0.3688 PF 11.43 e SUBMITTAL SERIAL NO:2016HY1 11-12-1996 PAGE 3 SAFEWAY STORE #631 REMODEL FN:SAFEWAY3 VAIL,COLORADO 9HDS RA#3 Location Flow Pipe Fittings Equiv Friction Pressure in size &Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 78 90 2.067 L 18.00 C=120 PT 36.35 (90) Q 209.41 F=E F 5.00 PE 0.00 NC2 T 23.00 0.3688 PF 8.48 7778 2.635 L 15.00 C=120 PT 44.83 (78) Q 209.41 F=OF 0.00 PE 0.00 NC T 15.00 0.1131 PF 1.70 76 77 3.260 L 14.00 C=120 PT 46.53 (77) Q 209.41 F=OF 0.00 PE 0.00 NC T 14.00 0.0401 PF 0.56 7576 3.260 L 13.00 C=120 PT 47.09 (76) Q 209.41 F=O F 0.00 PE 0.00 NC T 13.00 0.0401 PF 0.52 If.'lkO (75)74 75 ~L 15.00 C=120 PT 47.61 Q 209.41 F=OF 0.00 PE 0.00 NC T 15.00 0.1131 PF 1.70 If,u» 73 74 ~L 14.00 C=120 PT 49.31 (74) Q 209.41 F=O F 0.00 PE 0.00 NC T 14.00 0.0401 PF 0.56 ~.2.:'1<; 72 73 ~L 13.00 C=120 PT 49.87 (73) Q 209.41 F=O F 0.00 PE 0.00 NC T 13.00 0.0401 PF 0.52 ~.l.clS 71 72 jkz-o(J L 26.00 C=120 PT 50.39 (72) Q 209.41 F=O F 0.00 PE 0.00 NC T 26.00 0.0109 PF 0.28 70 71 5.295 L 27.50 C=120 PT 50.67 (71) Q 209.41 F=O F 0.00 PE 0.00 NC T 27.50 0.0038 PF 0.10 7 70 6.357 L 32.00 C=120 PT 50.77 (70) Q 209.41 F=T "F 30.00 PE 0.00 NC T 62.00 0.0016 PF 0.10 5 7 6.357 L 80.00 C=120 PT 50.87 (7) Q 209.41 F=4E F 56.00 PE 0.00 FM T 136.00 0.0016 PF 0.22 3 5 6.357 L 11.00 C=120 PT 51.09 (5) Q 209.41 F=O F 0.00 PE 4.77 FR T 11.00 0.0016 PF 0.02 SUBMITTAL SERIAL NO:2016HY1 SAFEWAY STORE #631 REMODEL VAIL,COLORADO 9HDS RA #3 FN:SAFEWAY3 11-12-1996 PAGE 4 Location From To Flow in GPM Pipe size IN Fittings & Devices Equiv Length Ft Friction Loss PSI/Ft Pressure Summary PSI 23 7.981 L 25.00 C=1000 PT 55.88 (3) Q 209.41 F=OF 0.00 PE 10.83 FR T 25.00 0.0000 PF 0.00 COMMENT:REDUCED PRESSURE BACKFLOW PSI LOSS SHOWN IN ELEVATION 1 2 7.981 L 1.00 C=120 PT 66.71 2) Q 209.41 F=O F 0.00 PE 0.43 FR T 1.00 0.0005 PF 0.00 0 1 8.510 L 245.00 C=140 PT 67.14 (1) Q 209.41 F=T,CV,4E F 179.00 PE 2.17 UN T 424.00 0.0003 PF 0.13 PT 69.44 (0) e e AUXILIARY SUBMITTAL SERIAL NO:2016HY1 11-12-1996 PAGE 1 SAFEWAY STORE #631 REMODEL FN:SAFEWAY3 FLOW TESTRESULTS Water Supply STATIC 88.00 PSI RESIDUAL 78.00 PSI @ 1320.00 GPM CITY PRESSURE AVAILABLE AT 339.1 GPM SUMMARY OFSPRINKLER OUT FLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE ---------------- 306 24.24 20.25 5.60 18.74 307 22 .94 20.25 5.60 16.78 308 21.64 20.25 5.60 14 .93 309 20.25 20.25 5.60 13.08 87.19 PSI TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITYIN PIPES 89.07 GPM 250.00 GPM 339.07 GPM 63.98 PSI 0.08 PSI 14.04 FPS e e AUXILIARY SUBMITTAL SERIAL NO:2016HY1 11-12-1996 PAGE2 SAFEWAY STORE #631 REMODEL FN:SAFEWAY3 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S-LOSS PRESSURES -------------------- 308 309 20.25 14.00 0 .0 1.049 BN 0.133 0 .00 14.94 13.08 307308 41.89 14.00 0.0 1.380 BN 0.134 0.00 16.82 14.94 306307 64.83 14.00 0.0 1.610 BN 0.142 0.00 18.81 16.B2 305306 89.07 48.00 16.0 1 .610 BN 0.256 0.00 35 .20 18.81 304 305 89.07 15.00 0.0 2.067 BN 0.076 0.00 36.34 35.20 303 304 89.07 15.00 0.0 2.067 BN 0.076 0.00 37.4B 36.34 302 303 89.07 15 .00 0.0 2.067 BN 0.076 0.00 38.6237.48 301302 89.07 15 .00 0.0 2.067 BN 0.076 0.00 39.76 38.62 92 301 89.07 10.00 10.0 2.067 BN9 0.076 0.00 41.2B 39.76 91 92 89.07 6.00 5.0 2.067 NC3 0.076 0.00 42.11 41.28 90 91 B9.07 7.00 24.0 2.067 NC2 0.076 -1.73 42 .73 42.11 78 90 B9.07 1 8.00 5.0 2.067 NC2 0.076 0.00 44.47 42.73 77 78 89.07 15.00 0.0 2.635 NC 0.023 0.00 44.82 44.47 76 77 B9.07 14.00 0.0 3.260 NCO.OOB 0.00 44.93 44.B2 7576 89.07 13.00 0.0 3.260 NC 0.008 0.00 45.04 44.93 74 75 89.07 15.00 0.0 2.635 NC 0.023 0.00 45.39 45.04 73 74 89.07 14.00 0.0 3.260 NC 0.008 0.00 45.50 45.39 72 73 89.07 13.00 0.0 3.260 NC 0.008 0.00 45.61 45.50 71 72 89.07 26.00 0.0 4.260 NC 0.002 0.00 45.67 45.61 70 71 B9.07 27.50 0.0 5.295 NC 0.001 0.00 45.69 45.67 7 70 89.07 32.00 30.0 6.357 NC0 .000 0.00 45.71 45.69 57 89.07 80.00 56.0 6.357 FM 0.000 0.00 45.75 45.71 3 5 B9.07 11.00 0.0 6.357 FR 0.000 4.77 50.52 45.75 2 3 B9.07 25.00 0.0 7.981 FR 0.000 10.83 61.35 50.5 2' 12 89.07 1.00 0.0 7.981 FR 0.000 0.43 61.7B 61.35 01 89.07 245.00 179.0 B .510 UN 0.000 2.17 63.99 61.78 TO ~VAL:k~Y$V~~hanrcal Be Ei~:'"In ~==.::;:...:.~..... 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