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Home My WebLink AboutEleni Zneimer Lot 5 pages 202-250 LEGAL0 TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Job Address: 1722 BUFFEHR CREEK RD VAIL Location.....: 1722 Buffehr Creek Road Mechanical - - -> Parcel No...: 210312210006 Status ...: Project No PC " - 0170 Applied ..: OWNER Scott & Claudine Brandt 08/19/2004 1200 N Lafayette St Expires . .: Denver, CO Total Permit Fee ---------- > 80218 Will Call - - -- -> License: Payments------------------- BALANCE DUE --------- > CONTRACTOR ALL STATE FIRE PROTECTION,108/19/2004 6045 E 76TH #12 BUILDING DEPARTMENT COMMERCE CITY CO 80022 FIRE DEPARTMENT License: 370 -S APPLICANT ALL STATE FIRE PROTECTION,108/19/2004 6045 E 76TH #12 COMMERCE CITY CO 80022 License: 370 -S Desciption: INSTALL FIRE SPRINKLER SYSTEM Valuation: $13,800.00 Permit #:F04 -0040 Mechanical - - -> 3 - 9 Status ...:ISSUED Applied ..:08/19/2004 Issued. .:10/14/2004 Expires . .: 0.00 TOTAL FEES -- ----------- > $939.50 Phone: 303 - 864 -9016 Phone: 303 - 288 -3901 Phone: 303 - 288 -3901 s * * * asassasassasasas sass:: *::a *ss * *as * *ss *sss * *ss *sass *s *::sass * * *sa FEE SUMMARY a* *sass: * *a * *aassa * *saa *sa *::::sass: * *as *ass *aa* *ass *s* *sass Mechanical - - ->0.00 Restuarant Plan Review - -> $0.00 Total Calculated Fees - - ->939.50 Plan Check --- >350.00 DRB Fee --------------------- > $0.00 Additional Fees------ - - - - ->3.00) 936.50 Investigation ->0.00 TOTAL FEES -- ----------- > $939.50 Total Permit Fee ---------- > 936.50 Will Call - - -- ->3.00 Payments------------------- BALANCE DUE --------- >0.00 ass* ass* asasasassssaas sass: asssaas *as * *a *aaass *sss *as * *aa* ass** sa* sa* sassaasasssasa *ssa *saassasssasass *ass sass *sssassssss *ssaasssas * *ssaa Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 10/06/2004 mcgee Action: AP CONDITION OF APPROVAL Cond: 12 BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. s * *ssa *sa *ass *sa * * sas *s *ss *sa * ** aaaas* sa** s** ss** saa* ss** aa* ssa* ss* sa** ss* as** as* sa* ss* sa* ssasss* ss * *as *sa *ss * *ss * *s * *a * *as *ssssss *ass *sa *ssa *sa DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FO IN ADVANCE BY TELEPHONE AT 479 -2135 FROM 8:00 AM - 5 PM. HIMSELF AND OWNER 0 TOWN OF VAIL, COLORADOCopy Reprinted on 10 -14 -2004 at 09:37:48 10/14/2004 Statement Statement Number: 8040006449 Amount: $936.50 08/19/200410:54 AM Payment Method: Check Init: JS Notation: #7531/ALL STATE FIRE PROTECTION Permit No: F04 -0040 Type: SPRINKLER PERMIT Parcel No: 210312210006 Site Address: 1722 BUFFEHR CREEK RD VAIL Location: 1722 Buffehr Creek Road Total Fees: $936.50 This Payment: $936.50 Total ALL Pmts: $936.50 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts BP 00100003111100 SPRINKLER PERMIT FEES 586.50 PF 00100003112300 PLAN CHECK FEES 350.00 0 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGN Project #: 2 03. 6 oe Building Permit #: Sprinkler Permit #: f- _0 '0 A 970- 479 -2135 (inspections) TVWN0FYAIL TOWN OF VAIL FIRE SPRINKLER PERMIT APPLICATION Fire Sprinkler shop drawings are required at time of permit submittal and75S. Frontage Rd. must include following. ermit application will not be acceptedVail, Colorado 81657 witho atio Color to Engin r in) stamp. RECEIVED tcu of ials. ca AU6 1 b 2004 A State orad Ian Re n Plans must be submitted by a Registered Fire Protection Contractor. l nNJ'rD Af-TnU INT Clln ,.. Fire Sprinkler Contractor: Town of Vail Reg. No.: Contact and Phone #'s: E -Mail Add Contractor Signature: COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials) Fire Sprinkler: $ .00 1 Contact Eagle County Assessors Offirp at o7n_ - Qaen Parcel # „ „m VVVVVV.CCI to - wunr . com ror Parcel # a1031ae1 Job Name.- BP,ty Job Address Legal Description Lot: 1 Block: t "1o\ R C Filing: Subdivision:E 7OwnersName: Address:Phone: Engineer: Address:MIY.97 1 az& a r ems+ -Wa Phone: Detailed Location of work: (i.e., floor, unit #, bldg. #) Ay a a - Detailed description of work: Work Class: New( Addition( ) Remodel (Repair ( ) Retro -fit ( ) Other ( ) Type of Bldg.. f Restaurant ( ) Other( ) No. of Existing Dwelling Units No. of Accommodation Units in this building. Does a Fire I rm Ex lX L” ( )11 Does a Fire Spr System Exist: Yac r Nn t i I tide 1 + 3 c > FOR OFFICE USE ONLY l - 1 Fees: Public Way Permit Fe I Arrantarl R .- , a 3' Vaihdatakdev \FORMS \PERMITS \SPRKPE RM. DOC v 07/24/2002 ALL STATE FIRE PROTECTION, INC. 6045 E. 76TH AVE., UNIT #12 COMMERCE CITY, CO 80022 TEL (303) 288 -3901 FAX (303) 288 -1936 LETTER OF TRANSMITTAL ATTN: rlif • _ w• im- KWE ARE SENDING: ( ) attached A blue lines ( ) mylars { } copy of letter { ) flow testproductsubmittal ) plan registration form ( } samples { ) approved printsaordersP ( I elevationchange { ) proposal ( ) sign contract ( } site plan water and size x other SETS OF PLANS WITH PAGES, DATED CKECK DESCRIPTION THESE ARE TRANSMITTED AS CHECKED BELOW: for approval ( I for your use { ) as requested ( ) for review and comment PLEASE RETURN COPIES. COMMENTS: SIGNAT RE ALL -STATE FIRE PROTECTION, INC. TOWN OF VAIL, COLORADO Statement Statement Number: R040006449 Amount: $936.50 08/19/200410:54 AM Payment Method: Check Init: JS Notation: #7531 /ALL STATE FIRE PROTECTION Permit No: F04 -0040 Type: SPRINKLER PERMIT Parcel No: 210312210006 Site Address: 1722 BUFFEHR CREEK RD VAIL Location: 1722 Buffehr Creek Road Total Fees: $939.50 This Payment: $936.50 Total ALL Pmts: $936.50 Balance: $3.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts BP 00100003111100 SPRINKLER PERMIT FEES 586.50 PF 00100003112300 PLAN CHECK FEES 350.00 Sep 07 04 02:57p P.1 Date: PROI I AV E # 1 8 1) C) '7v To: m UhW#,J Company: VAl2- Fax Number: 27a-q7y-Z17L Reference: n 4-4 --/eq 7 eF 5 1"2 e "/ 6 f Of Pages (with cover): Notes: 6( E. - /FTH C. C M M E FCE P7 07 (j I Sep 07 04 02:58p p.2 A Concealed Residential Sprinkler engineered for a minimum design density of 0.05 gpm/`ft with low GPM requirements. Features 1. Very low water flow requirements. 2. 1 ,12" (13mm) Total adjustment. 3 Push- On/Thread -Off cover attachment option. 4, Smooth aesthetic ceiling profile. 5. Available in brass, chrome and black plated or painted finishes. Listings & Approval Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) UL Listing Categories Residential Automatic Sprinklers UL Guide Number VKKw Product Description Model RFC43 Concealed Residential sprinklers are fast response residential fusible solder link automatic sprinklers.Residential sprinklers differ from standard sprinklers primarilyintheirresponsetimeandwaterdistributionpatterns.Model RFC43 sprnklers discharge water in ahemisphericalpatternbelowthesprinklerdeflector.Residential distribution patterns are higher and generallycontainafinerdropletsizethanstandardsprinklerpatterns.The combination of speed of operat on and high dischargepatternrequiredforresidentialsprinklershasdemonstrated,in fire testing, an ability for controlling residential fires, andtherebyprovidingsignificantevacuationtimeforoccupants.The RFC43 Sprinkler provides the best form or ireprotectionbycombininganattractiveappearance. and ` IV ,13mm) of cover adjustment for ease of installation. Thesmalldiametercoverplateiseasilyandpositivelyattachedandblendsintotheceiling. concealing the most dependablefireprotectionavailable, an automatic sprinkler system. SIN RA0612)D Bulletin 006 Rev A W Model RFC43 Concealed Residential Sprinkler C) The RFC43 is a UL Listed Residential Sprinkler to beinstalledintheresidentialportionsoanyoccupancyinaccordancewithNFPA13,13R, & 13Q. The RFC43 can reduce the need for precise cutting of dropnipples. The threaded cover plate assembly can be adjustedwithouttoolstofitaccuratelyagainsttheceiling. The fireprotectionsystemneednotbeshutdowntoadjustorremovethecoverplateassembly. Application and Installation The RFC43, for residential installations, uses a 165 °F (74 °C)fusible solder link in a tuning fork style sprinkler frame with adrop -down deflector. Tris assembly is recessed into the ceiling and concealed by a flat cover plate. The cover plate isattacfedtotheskirt, using 135°F (57 °C) ordinary temperatureclassificationsolder, when the ceiling temperature rises, thesolderholdingthecoverplatereleasesthecoverallowingthedeflectotodropintopositionandexposingthesprinkler The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway Mount Vernon, New York 10552 A The RFC43 is a UL Listed Residential Sprinkler to beinstalledintheresidentialportionsoanyoccupancyinaccordancewithNFPA13,13R, & 13Q. The RFC43 can reduce the need for precise cutting of dropnipples. The threaded cover plate assembly can be adjustedwithouttoolstofitaccuratelyagainsttheceiling. The fireprotectionsystemneednotbeshutdowntoadjustorremovethecoverplateassembly. Application and Installation The RFC43, for residential installations, uses a 165 °F (74 °C)fusible solder link in a tuning fork style sprinkler frame with adrop -down deflector. Tris assembly is recessed into the ceiling and concealed by a flat cover plate. The cover plate isattacfedtotheskirt, using 135°F (57 °C) ordinary temperatureclassificationsolder, when the ceiling temperature rises, thesolderholdingthecoverplatereleasesthecoverallowingthedeflectotodropintopositionandexposingthesprinkler The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway Mount Vernon, New York 10552 Sep 07 04 02:58p inside to ceiling temperature. The subsequent operation of the solder link opens the waterway and causes the deflector to drop into position to distribute the discharging water in a hemispherical pattern below the sprinkler deflector. Any adjustment of thread engagement between the cover plate and cup will assure that the drop -down deflector is properly located below the ceiling. The resicential distribution pattern contains a finer droplet size than a standard sprinkler, and the pattern produces significantly higher wall wetting.After a 2 5/8 inch diameter hole is cut in the ceiling, the sprinkler is to be installed with the Model FC Wrench. When installing a sprinkler, the wrench is first positioned into the sprinkler /cup assembly and around the hexaconal body of the sprinkler frame. The Wrench must bottom out against the cup in order to ensure proper, safe installation. The sprinkler Temperature Rating Max. Ambient Sprinkler Cover Plate Temp. 165 °F /74 °C 135 °Fi57 °C 100 °F /38`C inatan,tinn Rata p.3 is then tightened into the pipe fitting When inserting or removing the wrench from the sprinkler /cup assembly, caresnculdbetakentopreventdamagetothesprinker. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER /CUP ASSEMBLY. MODEL RFC43 CONCEALED SPRINKLERS MUST BE INSTALLED ONLY WITH 135 °F RATED COVERS. Cover assemblies provide up to y" i of adjustment. Turn trie cover clockwise until the flange is in contact wth the ceiling. The optional push -on cover plate may require a final adjusting turn to contact the ceiling. Cover removal requires turning in the counter - clockwise direction. In ceilings that have a plenum space above the sprnkler, the plenum space may have neutral or negative pressurization but must not be positively pressurized. Irspect all sprinklers after installation to ensure -;hat the gap beween the cover plate and ceiling and the 4 slots in the cuo are all coon and free from any air flow impediment. R I Thread Size I K inch ( Siz Factor Sprinkler Spacing ft. (m) Maximum Distance to Wall ft. (m) Minimum Distance between sprinkler ft. (m) Minimum Required Sprinkler Discharge Flow Press. V gpm (Lpm)psi (bar) i15mm) 1 /2" (15mm) 4.3 4.3 12 x 12 3.6x3.6) 14 x 14 4.3x4.3) 6(1.83) 7(2,13) 8 2.43) 8 2.43) 12 (45) 13 (49) 7.8 (0.54) 9.1 (0.65) 112" 115mm)4.3 4.3 16 x 16 (4.9x4.9) 18 x 18 (5.5x5.5) 8(2,43) 9(2.74) 8 (2.43) 8(2.43) 13 (49) 18 (68) 9.1 (0.63) 17.5(1-21)15mm) 2 ,, 15mm 4.3 20 x 20 (6.0x6.0)10 (3.05)8 (2.43)21 (79)23.8(l 64) Note: 1 bar= 100 Kpa Sep 07 04 02:58p Maintenance Model RFC43 Concealed Sprinklers should be inspected quarerly and the sprinkler systern maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler cover plate assembly which has been painted (other than iactcry applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick rep acement of damaged or operated sprinklers. Prior to Installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non - operation. Model RFC43 Residential Concealed Sprinkler Specification Sprinklers shall be cULus Lsted low flow residential concealed sprinklers with drop -down deflector and adjustable flat cover plate engineered for a minimum design density of 0.05 gplr>/ft?, Sprinkler frame and deflector shall be of bronze frame construction having a '/" NPT thread. Thermal element shall consist of an approved black- painted beryllium - nickel fusible solder link with symmetric lever mechanise maintaining a Teflon- coated Belleville spring washer and machined brass cap water seal assembly containing no plastic parts. Sprinkler K- factor shall be nominal 4.3(62.4) ' having a 7116" orifice. - emperature rating shall be Ordinary 165 °F (740C); cover pia:e temperature rating to be p.4 135 °F (57 °C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange having a thread -on] (push -on] and thread -off design, allowing a '/z" cover plate adjustment. Any secure engagement between the cover plate and the cup will assure that - -he drop -down deflector is properly located below the ceiling. A plastic protective cap shall be provided and factory installed insidethesprinklercuptopthedroo -down sprinkler deflectorfromdamage, which could occur during construction before the cover plate is installed. Standard cover finisn [Chrome] White] [Specialty— specify]. Residential concealed sprinklersshallbeReliableModelRFC43, SIN RA0612 (Bulletin 006). Ordering Information Specify: 1. Sprinkler Model 2. Cover Plate Finish 3. Thread -On or Push -On cover Cove Plate Finishes" Standard Finishes Chrome White Special Application Finishes Bright Brass Black Plating Black Paint Off White Satin Chrome Other colors and finishes available. Consult factory for details Note: Pa nt or any othe• coatings applied cver the factory finish tivi I vo d all approvals and warranties. I ' x 112" REDUCING TEE OR ELBOW T - t- Jl 66.7mm 09. 58.7mm] DA —HOLE IN C£1L1NG l J ..CUP 2" [50.8mm] MAX. FACE OF FIrTlNGI I TO FACE OF CEILING DIMENSION i .it.,• CEILING MENTCOVERADJUS " D1A 3h6"L - 11300 IN' COVER PLATE [54. !Mm] ASSEMBLY SPRINKLER aovm i COVER PLATE ( Z2' I f 2 7mmi ADJUSTME! el Sep 07 04 02:58p p.5 Rellable...For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision -made Reliable products that guard life and property from fire around the clock. Automatic sprinklers Flush automatic sprinklers Recessed automatic sprinklers Concealed automatic sprinklers Adjustable automatic sprinklers Dry automatic sprinklers Intermediate level sprinklers Open sprinklers Spray nozzles Alarm valves Retarding chambers Dry pipe valves Accelerators for dry pipe valves Mechanical sprinkler alarms Electrical sprinkler alarm switches Water flow detectors Deluge valves Detector check valves Check valves Supertrol electrical system Sprinkler emergency cabinets Sprinkler wrenches Sprinkler escutcheons and guards Inspectors test connections Sight drains Ball drips and drum drips Ccntrol valve seals Air maintenance devices Air compressors Pressure gauges Identification signs Fire department connection The equipment prescmed in this bulletin is to be installed in accordance wth ;he latest pertaent &ardares of the National Fire Protecticn Association. Factory Mutual Research Corporation, or other similar organizations and also vnth the provisions of governmental codes o ordinances, wne ^ever applicable Products manufactured and distributed by RELIABLE I been protecting :ifc and property for ever 80 years. and are installed and serviced by the most I igh'y qt alifiec and reputable sprinkler contractors Iccated throughout the United States. Canada and foreign countries. Marulactured by The Reliable Automatic Sprinkler Co., Inc. Pepeec 800) 431 -1588 Sales O`fices 800) 848 -6051 Sales Fax 914) 668 -3470 Corporate Offices Rcvisioi Ines ind,cale updated Br now dala v:ww reiat•iesprin {ler.com Internet Address E.G. Printed in USA. 2104 PAN 999997C261 ALL -STATE FIRE PROTECTION, INC. 6045 E. 76 AVE. #12, Commerce City, CO 80022 Phone (303) 288 -3901 * Fax (303) 288 -1936 FIRE SPRINKLER EQUIPMENT SUBMITTAL AND HYDRAULIC CALCULATIONS FOR Brandt Residence Vail, CO X. )'Z/ 9//A /10/. MICHAEL KRZASTEK NICET LEVEL III, # 93492 4 O Hydraulic Calculations Project Information Project Name: Brandt Residence Date 8/13/04 Lot 5, Zneimer Subdivision File # 9402 -5 Vail, Colorado Index 105 Calculation Area: Living @ 83.9 psi Design Criteria Occupancy Classification: Residential gpm Construction ® Combustible Non Combustible Density:05 min density Area of Operation:N /A. Area per Sprinkler:256 sq. ft. max. Number of Sprinklers Calculated:4 head(s) Hose Allowance Rack Sprinkler Allowance 0 gpm inside 0 gpm 0 gpm outside Water Supply Sprinklers Static 170 psi Make: Reliable Model RFC43 Size: 7/16" K= 4.30 Temp: 165° Calculation Summary Total Sprinkler Water Flow:79.5 gpm Flow & Pressure: (at base of riser):79.5 gpm @ 83.9 psi at city connection):79.5 gpm @ 103.6 psi Notes: AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 79.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER 4 0.0 GPM 0 DISCHARGE FROM ACTIVE SPRINKLERS DATE:8/13/2004 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 JOB TITLE:Brandt Residence -4 Head E: \T_DATA Calc. - Living 9402 -5.SDF WATER SUPPLY DATA 59.9 - - - 8 10.5 - - - -60.2 - - -9 SOURCE STATIC RESID.FLOW AVAIL.TOTAL REQ -DNODE TAG PRESS.PRESS. @ 59.9 - - PRESS.@ DEMAND PRESS. 14 PSI)PSI)GPM)PSI)GPM)PSI) S N /A)170.0 N /A)170.0 79.5 103.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 79.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 79.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGEFT)PSI) (GPM) 1 10.5 - - - -60.2 - - - 2 10.5 - - - -60.2 - - -3 11.2 - - _ -59.9 - - -4 10.5 - - - -60.2 - - -5 11.2 - - - -59.9 - - - 6 10.5 - - - -60.2 - - - 7 11.2 - - - -59.9 - - - 8 10.5 - - - -60.2 - - -9 10.5 - - - -60.2 - - - 10 11.2 - - - -59.9 - - - 11 10.5 - - - -60.2 - - - 12 11.2 - - - -59.9 - - 13 11.2 - - - -59.9 _ 14 23.8 - 15 21.5 - 54.4 - - - 16 21.5 - 42.5 17 30.9 42.5 - - - 38.4 - - - 18 22.2 - - - -42.2 - - - 19 21.5 - - - -42.5 - 20 22.2 - - - -42.2 - - 21 22.2 - - - -42.2 - - 22 32.7 - - - -37.6 - - 23 46.7 - - - -31.5 - - 24 47.4 - - - -31.2 - - 25 49.3 - - - -30.4 - - - 26 49.3 - - - -30.4 - - - 27 41.0 - - - -34.0 - - 28 41.0 - - - -34.0 - - - 29 39.9 - - - -42.1 - - - 30 39.0 - - - -43.9 - - - 31 39.1 - _ _ _44.4 - - - 32 23.8 - - - -51.9 - 33 35.3 - - - -46.2 - - - w 0 DATE:8/13/2004 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 JOB TITLE: Brandt Residence 4 Head Calc. - Living E: \T_DATA \9402 -5.SDF NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE FT)PSI)GPM) 34 37.4 46.2 35 41.0 31.8 36 35.1 29.9 37 36.2 K= 4.30 25.9 21.93836.9 K= 4.30 17.5 18.03935.3 K= 4.15 21.1 19.14033.2 K= 4.15 24.6 20.64132.5 30.7 42 37.4 43.5 43 37.4 46.3 44 37.2 47.8 45 23.8 56.1 R1 23.8 62.0R220.1 65.3 R3 20.1 65.8 R4 16.5 67.7 R5 16.5 79.7 R6 10.0 83.9 W1 22.8 89.3 W2 22.8 92.3 S 0 . 0 SOURCE 103.6 79.5 O SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 8/13/2004 E: \T_DATA \9402 -5.SDFJOBTITLE: Brandt Residence - 4 Head Calc. - Living PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 0.0 0.811 PL 8.71 PF 0.0110.5 0.0 60.2 0.0 0.0 150 FTG 2ER PE -0.3311.2 0.0 59.9 0.0 0.000 TL 16.21 PV Pipe: 2 0.0 0.811 PL 14.54 PF 0.0210.5 0.0 60.2 0.0 0.0 150 FTG ET PE -0..3311.2 0.0 59.9 0.0 0.000 TL 22.04 PV Pipe: 3 0.0 1.055 PL 8.17 PF 0.0311.2 0.0 59.9 0.0 0.0 150 FTG R PE 0.0511.2 0.0 59.9 0.0 0.000 TL 11.17 PV Pipe: 4 0.0 0.811 PL 14.54 PF 0.0410.5 0.0 60.2 0.0 0.0 150 FTG ET PE -0.3511.2 0.0 59.9 0.0 0.000 TL 22.04 PV Pipe: 5 0.0 1.055 PL 0.50 PF 0.0511.2 0.0 59.9 0.0 0.0 150 FTG R PE 0.0711.2 0.0 59.9 0.0 0.000 TL 3.50 PV Pipe: 6 0.0 0.811 PL 1.79 PF 0.0610.5 0.0 60.2 0.0 0.0 150 FTG 2ET PE -0.3711.2 0.0 59.9 0.0 0.000 TL 12.29 PV Pipe: 7 0.0 1.055 PL 31.58 PF 0.0711.2 0.0 59.9 0.0 0.0 150 FTG T6R PE 0.01311.2 0.0 59.9 0.0 0.000 TL 57.08 PV Pipe: 8 0.0 0.811 PL 11.38 PF 0.0810.5 0.0 60.2 0.0 0.0 150 FTG 2ER PE -0.31011.2 0.0 59.9 0.0 0.000 TL 18.88 PV Pipe: 9 0.0 0.811 PL 7.54 PF 0.0910.5 0.0 60.2 0.0 0.0 150 FTG ET PE -0.31011.2 0.0 59.9 0.0 0.000 TL 15.04 PV Pipe: 10 0.0 1.055 PL 0.83 PF 0.01011.2 0.0 59.9 0.0 0.0 150 FTG R PE 0.01211.2 0.0 59.9 0.0 0.000 TL 3.83 PV Pipe: 11 0.0 0.811 PL 2.04 PF 0.01110.5 0.0 60.2 0.0 0.0 150 FTG ET PE -0.31211.2 0.0 59.9 0.0 0.000 TL 9.54 PV Pipe: 12 0.0 1.055 PL 16.08 PF 0.01211.2 0.0 59.9 0.0 0.0 150 FTG T2R PE 0.01311.2 0.0 59.9 0.0 0.000 TL 29.58 PV DATE: 8/13/2004 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 E: \T_DATA \9402 -5.SDFJOBTITLE: Brandt Residence - 4 Head Calc. - Living PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) gumNODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 13 0.0 1.055 PL 12.62 PF 0.01311.2 0.0 59.9 0.0 0.0 150 FTG T PE -5.51423.8 0.0 54.4 0.0 0.000 TL 20.12 PV Pipe: 14 0.0 0.811 PL 5.25 PF 0.01521.5 0.0 42.5 0.0 0.0 150 FTG ET PE -0.32122.2 0.0 42.2 0.0 0.000 TL 12.75 PV Pipe: 15 0.0 0.811 PL 1.25 PF 0.01621.5 0.0 42.5 0.0 0.0 150 FTG ER PE -0.31822.2 0.0 42.2 0.0 0.000 TL 5.75 PV Pipe: 16 0.0 0.811 PL 14.58 PF 0.01730.9 0.0 38.4 0.0 0.0 150 FTG 3ET PE 3.81822.2 0.0 42.2 0.0 0.000 TL 28.08 PV Pipe: 17 0.0 1.055 PL 4.92 PF 0.01822.2 0.0 42.2 0.0 0.0 150 FTG ER PE 0.02022.2 0.0 42.2 0.0 0.000 TL 10.92 PV Pipe: 18 0.0 0.811 PL 6.33 PF 0.01921.5 0.0 42.5 0.0 0.0 150 FTG ET PE -0.32022.2 0.0 42.2 0.0 0.000 TL 13.83 PV Pipe: 19 0.0 1.055 PL 5.83 PF 0.02022.2 0.0 42.2 0.0 0.0 150 FTG T PE 0.02122.2 0.0 42.2 0.0 0.000 TL 13.33 PV Pipe: 20 0.0 1.291 PL 10.46 PF 0.02122.2 0.0 42.2 0.0 0.0 150 FTG E PE -4.52232.7 0.0 37.6 0.0 0.000 TL 14.96 PV Pipe: 21 0.0 1.291 PL 13.17 PF 0.02232.7 0.0 37.6 0.0 0.0 150 FTG 4E2TR PE -3.62741.0 0.0 34.0 0.0 0.000 TL 52.17 PV Pipe: 22 0.0 0.811 PL 6.42 PF 0.02346.7 0.0 31.5 0.0 0.0 150 FTG 2ER PE -1.12549.3 0.0 30.4 0.0 0.000 TL 13.92 PV Pipe: 23 0.0 0.811 PL 6.00 PF 0.02447.4 0.0 31.2 0.0 0.0 150 FTG 3ET PE -0.82549.3 0.0 30.4 0.0 0.000 TL 19.50 PV Pipe: 24 0.0 1.055 PL 5.33 PF 0.02549.3 0.0 30.4 0.0 0.0 150 FTG E PE 0.02649.3 0.0 30.4 0.0 0.000 TL 8.33 PV Pipe: 25 0.0 1.055 PL 8.29 PF 0.02649.3 0.0 30.4 0.0 0.0 150 FTG T PE 3.62741.0 0.0 34.0 0.0 0.000 TL 15.79 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 8/13/2004 E: \T_DATA \9402 -5.SDFJOBTITLE: Brandt Residence - 4 Head Calc. - Living PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN.NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 26 0.0 1.291 PL 7.50 PF 0.02741.0 0.0 34.0 0.0 0.0 150 FTG ETR PE 0.02841.0 0.0 34.0 0.0 0.000 TL 24.00 PV Pipe: 27 -34.1 1.291 PL 40.58 PF 7.62841.0 0.0 34.0 0.0 8.4 150 FTG 7ET3R PE 0.52939.9 0.0 42.1 0.0 0.084 TL 90.08 PV Pipe: 28 -34.1 1.291 PL 5.50 PF 1.52939.9 0.0 42.1 0.0 8.4 150 FTG TR PE 0.43039.0 0.0 43.9 0.0 0.084 TL 17.50 PV Pipe: 29 -21.4 1.291 PL 4.17 PF 0.53039.0 0.0 43.9 0.0 5.3 150 FTG 2E PE 0.03139.1 0.0 44.4 0.0 0.036 TL 13.17 PV Pipe: 30 -21.4 1.291 PL 15.29 PF 0.93139.1 0.0 44.4 0.0 5.3 150 FTG T PE 6.63223.8 0.0 51.9 0.0 0.036 TL 24.29 PV Pipe: 31 -12.7 1.291 PL 29.00 PF 0.73039.0 0.0 43.9 0.0 3.1 150 FTG ET3R PE 1.63335.3 0.0 46.2 0.0 0.013 TL 51.50 PV Pipe: 32 -12.7 1.291 PL 25.92 PF 0.93335.3 0.0 46.2 0.0 3.1 150 FTG 4ET4R PE -0.93437.4 0.0 46.2 0.0 0.013 TL 64.92 PV Pipe: 33 -12.7 1.527 PL 7.00 PF 0.13437.4 0.0 46.2 0.0 2.2 150 FTG T PE 0.04337.4 0.0 46.3 0.0 0.006 TL 19.00 PV Pipe: 34 34.1 1.291 PL 13.92 PF 2.22841.0 0.0 34.0 0.0 8.4 150 FTG TR PE 0.03541.0 0.0 31.8 0.0 0.084 TL 25.92 PV Pipe: 35 34.1 1.291 PL 23.21 PF 4.53541.0 0.0 31.8 0.0 8.4 150 FTG 4ETR PE 2.53635.1 0.0 29.9 0.0 0.084 TL 53.21 PV Pipe: 36 -21.9 0.811 PL 5.50 PF 3.63736.2 4.3 25.9 21.9 13.6 150 FTG ER PE 0.53635.1 0.0 29.9 0.0 0.356 TL 10.00 PV Pipe: 37 12.2 1.291 PL 20.50 PF 0.43635.1 0.0 29.9 0.0 3.0 150 FTG E2R PE 1.24132.5 0.0 30.7 0.0 0.013 TL 31.00 PV Pipe: 38 -18.0 0.811 PL 7.17 PF 2.93836.9 4.3 17.5 18.0 11.2 150 FTG ER PE 0.73935.3 4.1 21.1 19.1 0.248 TL 11.67 PV DATE: 8/13/2004 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 E: \T_DATA \9402 -5.SDFJOBTITLE: Brandt Residence - 4 Head Calc. - Living PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) gumNODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 39 -37.1 1.055 PL 6.67 PF 2.53935.3 4.1 21.1 19.1 13.6 150 FTG R PE 0.94033.2 4.2 24.6 20.6 0.262 TL 9.67 PV Pipe: 40 -57.6 1.055 PL 2.25 PF 5.84033.2 4.2 24.6 20.6 21.2 150 FTG T PE 0.34132.5 0.0 30.7 0.0 0.593 TL 9.75 PV Pipe: 41 -45.4 1.291 PL 59.75 PF 14.94132.5 0.0 30.7 0.0 11.1 150 FTG 6E6R PE -2.14237.4 0.0 43.5 0.0 0.143 TL 104.75 PV Pipe: 42 -45.4 1.291 PL 7.83 PF 2.84237.4 0.0 43.5 0.0 11.1 150 FTG TR PE 0.04337.4 0.0 46.3 0.0 0.143 TL 19.83 PV Pipe: 43 -58.1 1.527 PL 1.83 PF 1.44337.4 0.0 46.3 0.0 10.2 150 FTG 2E PE 0.14437.2 0.0 47.8 0.0 0.099 TL 13.83 PV Pipe: 44 -58.1 1.527 PL 13.38 PF 2.54437.2 0.0 47.8 0.0 10.2 150 FTG T PE 5.84523.8 0.0 56.1 0.0 0.099 TL 25.38 PV Pipe: 45 -21.4 1.291 PL 35.42 PF 2.53223.8 0.0 51.9 0.0 5.3 150 FTG 2T6R PE 0.01423.8 0.0 54.4 0.0 0.036 TL 71.42 PV Pipe: 46 -21.4 1.291 PL 23.50 PF 1.71423.8 0.0 54.4 0.0 5.3 150 FTG 8R PE 0.04523.8 0.0 56.1 0.0 0.036 TL 47.50 PV Pipe: 47 -79.5 1.527 PL 10.83 PF 5.94523.8 0.0 56.1 0.0 13.9 150 FTG ETR PE 0.0Rl23.8 0.0 62.0 0.0 0.178 TL 33.33 PV Pipe: 48 -79.5 2.009 PL 3.67 PF 1.7R123.8 0.0 62.0 0.0 8.0 150 FTG 3RGV PE 1.6R220.1 0.0 65.3 0.0 0.047 TL 35.67 PV Pipe: 49 FIXED PRESSURE LOSS DEVICER320.1 0.0 65.8 0.0 0.5 psi, 79.5 gpmR220.1 0.0 65.3 0.0 Pipe: 50 -79.5 2.009 PL 3.67 PF 0.4R320.1 0.0 65.8 0.0 8.0 150 FTG R PE 1.6R416.5 0.0 67.7 0.0 0.047 TL 8.17 PV Pipe: 51 FIXED PRESSURE LOSS DEVICER516.5 0.0 79.7 0.0 12.0 psi, 79.5 gpmR416.5 0.0 67.7 0.0 HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.128 gpm. 3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21.2 ft /sec at pipe 40. 4) PIPE FITTINGS TABLE Pipe Table Name: HOUSE.PIP PAGE: C MATERIAL: Cppr -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet in) E T R L G A V C Ell Tee RunTee 45 -Ell GateVa Ang1Va ChckVa Cping1.959 7.00 15.00 4.50 3.00 1.50 36.00 17.00 1.00 O SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7DATE: 8/13/2004 JOB TITLE:Brandt Residence 4 Head Calc.Living E: \T_DATA \9402 -5.SDF PIPE TAG Q(GPM)DIA(IN)LENGTH PRESS.END ELEV. NOZ.PT DISC.VEL(FPS)HW(C)FT)SUM. 9 NODES FT)K)PSI)GPM)FL /FT P$2) l Pipe:52 79.5 2.009 PL 8.46 PF 1.4R516.5 0.0 79.7 0.0 8.0 150 FTG 3E PE 2.8R610.0 0.0 83.9 0.0 0.047 TL 29.46 PV Pipe:53 79.5 1.959 PL 200.00 PF 10.9R610.0 0.0 83.9 0.0 8.5 150 FTG E PE -5.5W122.8 0.0 89.3 0.0 0.053 TL 207.00 PV Pipe:54 FIXED, PRESSURE LOSS DEVICEW222.8 0.0 92.3 0.0 3.0 psi, 79.5 gpmW122.8 0.0 89.3 0.0 Pipe:55 79.5 1.959 PL 10.00 PF 1.4W222.8 0.0 92.3 0.0 8.5 150 FTG TG PE 9.9S0.0 SRCE 103.6 N /A)0.053 TL 26.50 PV NOTES: 1) Calculations were performed by the HASS 7.6 computer programunderlicenseno.50040231 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.128 gpm. 3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21.2 ft /sec at pipe 40. 4) PIPE FITTINGS TABLE Pipe Table Name: HOUSE.PIP PAGE: C MATERIAL: Cppr -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet in) E T R L G A V C Ell Tee RunTee 45 -Ell GateVa Ang1Va ChckVa Cping1.959 7.00 15.00 4.50 3.00 1.50 36.00 17.00 1.00 A DATE: 8/13/2004 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8JOBTITLE: Brandt Residence - 4 Head Calc. - Living E: \T_DATA \9402 -5.SDF PAGE: E MATERIAL: Cppr -M HWC: 150 Diameter Equivalent Fitting Lengths in Feet in)E T R L G A V C 0.811 Ell 3.00 Tee 4.50 RunTee 1.50 45 -Ell GateVa 1.50 Ang1Va ChckVa Cping 1.50 15.00 4.50 0.50 1.055 3.00 7.50 3.00 1.50 1.50 18.00 7.50 0.50 1.291 4.50 9.00 3.00 1.50 1.50 23.00 11.00 1.00 1.527 6.00 12.00 4.50 3.00 1.50 27.00 14.00 1.00 1 2.009 7.00 15.00 4.50 3.00 1.50 36.00 17.00 1.00 I a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9DATE: 8/13/2004 E: \T_DATA \9402 -5.SDFJOBTITLE: Brandt Residence - 4 Head Calc. - Living WATER SUPPLY CURVE 180+ 165+ I 150+ I 135+ P120+ R E S S105 +X U R E 90+ P S I 75+ I I 60+ 45+ 30+ LEGEND n X = Required Water Supply 103.58 psi @ 79.5 gpm 15+ 0 = Available Water Supply 170.00 psi @ 79.5 gpm 0++-+---+----+----- +--------- +------ - - - - - 200 300 400 500 600 700 800 900 1000 FLOW (GPM) 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 IIDATE: 8/13/2004 E:\T_DATA\9402-5.SDFJOBTITLE: Brandt Residence -4 Head Calc. -Living Utility Report: Equivalent K- Factor Calculator Node Sprinkler Pres. Dia.Pipe Ftgs.Total H -W EquivalentNameK- Factor psi) (in)Len.(ft)Len.(ft) coef. K- factor 39 4.30 7.00 1.055 0.50 T 8.00 150.00 4.23 39 4.20 7.00 0.811 0.50 T 5.00 150.00 4.06 Equivalent K- Factor Calculator Node Sprinkler Pres. Dia.Pipe Ftgs.Total H -W EquivalentNameK- Factor psi) (in)Len.(ft)Len.(ft) coef. K- factor 39 4.30 7.00 0.811 0.50 T 5.00 150.00 4.15 o v Hydraulic Calculations Project Information Project Name: Brandt Residence Date 8/13/04 Lot 5, Zneimer Subdivision File # 9402 -3 Vail, Colorado Index 105 Calculation Area: Den/Foyer Design Criteria Occupancy Classification: Residential Construction ® Combustible Non Combustible Density:05 min density Area of Operation:N /A. Area per Sprinkler:256 sq. ft. max. Number of Sprinklers Calculated:4 head(s) Hose Allowance Rack Sprinkler Allowance 0 gpm inside 0 gpm 0 gpm outside Water Supply Sprinklers Static 170 psi Make: Reliable Model RFC43 Size: 7/16" K= 4.30 Temp: 165° Calculation Summary Total Sprinkler Water Flow: 66.8 gpm Flow & Pressure: (at base of riser): 66.8 gpm @ 91.9 psi at city connection): 66.8 gpm @ 108.2 psi Notes: a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1DATE: 8/13/2004 E: \T_DATA \9402 -3.SDFJOBTITLE: Brandt Residence - 4 Head Calc. - Den /Foyer WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S (N /A) 170.0 (N /A) 170.0 66.8 108.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 66.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 66.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE FT)PSI)GPM) 1 10.5 70.8 2 10.5 70.8 3 11.2 70.5 4 10.5 70.8 5 11.2 70.5 6 10.5 70.8 7 11.2 70.5 8 10.5 70.8 9 10.5 70.8 10 11.2 70.5 11 10.5 70.8 12 11.2 70.5 13 11.2 70.5 14 23.8 65.0 15 21.5 K=4.30 20.8 19.6 16 21.5 K=4.30 15.8 17.1 17 30.9 K=4.30 9.1 13.0 18 22.2 16.7 19 21.5 K=4.30 15.9 17.1 20 22.2 18.7 21 22.2 24.1 22 32.7 24.0 23 46.7 33.1 24 47.4 32.8 25 49.3 32.0 26 49.3 32.0 27 41.0 35.6 28 41.0 42.6 29 39.9 52.4 30 39.0 54.7 31 39.1 55.1 32 23.8 62.6 33 35.3 57.5 o SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE:8/13/2004 E: \T_DATA \9402 -3.SDFJOBTITLE:Brandt Residence 4 Head Calc. - Den Foyer NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE FT)PSI)GPM) 34 37.4 58.1 35 41.0 44.1 36 35.1 49.9 37 36.2 49.4 38 36.9 51.0 39 35.3 51.7 40 33.2 52.6 41 32.5 52.9 42 37.4 57.1 43 37.4 58.3 44 37.2 59.3 45 23.8 66.7 R1 23.8 71.0 R2 20.1 73.8 R3 20.1 74.3 R4 16.5 76.1 R5 16.5 88.1 R6 10.0 91.9 W1 22.8 94.3 W2 22.8 97.3 S 0.0 SOURCE 108.2 66.8 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 8/13/2004 E: \T_DATA \9402 -3.SDFJOBTITLE: Brandt Residence - 4 Head Calc. - Den /Foyer PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 0.0 0.811 PL 8.71 PF 0.0110.5 0.0 70.8 0.0 0.0 150 FTG 2ER PE -0.3311.2 0.0 70.5 0.0 0.000 TL 16.21 PV Pipe: 2 0.0 0.811 PL 14.54 PF 0.0210.5 0.0 70.8 0.0 0.0 150 FTG ET PE -0.3311.2 0.0 70.5 0.0 0.000 TL 22.04 PV Pipe: 3 0.0 1.055 PL 8.17 PF 0.0311.2 0.0 70.5 0.0 0.0 150 FTG R PE 0.0511.2 0.0 70.5 0.0 0.000 TL 11.17 PV Pipe: 4 0.0 0.811 PL 14.54 PF 0.0410.5 0.0 70.8 0.0 0.0 150 FTG ET PE -0.3511.2 0.0 70.5 0.0 0.000 TL 22.04 PV Pipe: 5 0.0 1.055 PL 0.50 PF 0.0511.2 0.0 70.5 0.0 0.0 150 FTG R PE 0.0711.2 0.0 70.5 0.0 0.000 TL 3.50 PV Pipe: 6 0.0 0.811 PL 1.79 PF 0.0610.5 0.0 70.8 0.0 0.0 150 FTG 2ET PE -0.3711.2 0.0 70.5 0.0 0.000 TL 12.29 PV Pipe: 7 0.0 1.055 PL 31.58 PF 0.0711.2 0.0 70.5 0.0 0.0 150 FTG TGR PE 0.01311.2 0.0 70.5 0.0 0.000 TL 57.08 PV Pipe: 8 0.0 0.811 PL 11.38 PF 0.0810.5 0.0 70.8 0.0 0.0 150 FTG 2ER PE -0.31011.2 0.0 70.5 0.0 0.000 TL 18.88 PV Pipe: 9 0.0 0.811 PL 7.54 PF 0.0910.5 0.0 70.8 0.0 0.0 150 FTG ET PE -0.31011.2 0.0 70.5 0.0 0.000 TL 15.04 PV Pipe: 10 0.0 1.055 PL 0.83 PF 0.0 10 11.2 0.0 70.5 0.0 0.0 150 FTG R PE 0.01211.2 0.0 70.5 0.0 0.000 TL 3.83 PV Pipe: 11 0.0 0.811 PL 2.04 PF 0.0 11 10.5 0.0 70.8 0.0 0.0 150 FTG ET PE -0.3 12 11.2 0.0 70.5 0.0 0.000 TL 9.54 PV Pipe: 12 0.0 1.055 PL 16.08 PF 0.0 12 11.2 0.0 70.5 0.0 0.0 150 FTG T2R PE 0.0 13 11.2 0.0 70.5 0.0 0.000 TL 29.58 PV o SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 8/13/2004 E: \T_DATA \9402 -3.SDFJOBTITLE: Brandt Residence - 4 Head Calc. - Den /Foyer PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 13 0.0 1.055 PL 12.62 PF 0.0 13 11.2 0.0 70.5 0.0 0.0 150 FTG T PE -5.5 14 23.8 0.0 65.0 0.0 0.000 TL 20.12 PV Pipe: 14 -19.6 0.811 PL 5.25 PF 3.7 15 21.5 4.3 20.8 19.6 12.2 150 FTG ET PE -0.3 21 22.2 0.0 24.1 0.0 0.290 TL 12.75 PV Pipe: 15 -17.1 0.811 PL 1.25 PF 1.3 16 21.5 4.3 15.8 17.1 10.6 150 FTG ER PE -0.3 18 22.2 0.0 16.7 0.0 0.225 TL 5.75 PV Pipe: 16 -13.0 0.811 PL 14.58 PF 3.8 17 30.9 4.3 9.1 13.0 8.1 150 FTG 3ET PE 3.8 18 22.2 0.0 16.7 0.0 0.136 TL 28.08 PV Pipe: 17 -30.1 1.055 PL 4.92 PF 1.9 18 22.2 0.0 16.7 0.0 11.0 150 FTG ER PE 0.0 20 22.2 0.0 18.7 0.0 0.178 TL 10.92 PV Pipe: 18 -17.1 0.811 PL 6.33 PF 3.1 19 21.5 4.3 15.9 17.1 10.6 150 FTG ET PE -0.3 20 22.2 0.0 18.7 0.0 0.226 TL 13.83 PV Pipe: 19 -47.2 1.055 PL 5.83 PF 5.5 20 22.2 0.0 18.7 0.0 17.3 150 FTG T PE 0.0 21 22.2 0.0 24.1 0.0 0.410 TL 13.33 PV Pipe: 20 -66.8 1.291 PL 10.46 PF 4.4 21 22.2 0.0 24.1 0.0 16.4 150 FTG E PE -4.5 22 32.7 0.0 24.0 0.0 0.292 TL 14.96 PV Pipe: 21 -66.8 1.291 PL 13.17 PF 15.2 22 32.7 0.0 24.0 0.0 16.4 150 FTG 4E2TR PE -3.6 27 41.0 0.0 35.6 0.0 0.292 TL 52.17 PV Pipe: 22 0.0 0.811 PL 6.42 PF 0.0 23 46.7 0.0 33.1 0.0 0.0 150 FTG 2ER PE -1.1 25 49.3 0.0 32.0 0.0 0.000 TL 13.92 PV Pipe: 23 0.0 0.811 PL 6.00 PF 0.0 24 47.4 0.0 32.8 0.0 0.0 150 FTG 3ET PE -0.8 25 49.3 0.0 32.0 0.0 0.000 TL 19.50 PV Pipe: 24 0.0 1.055 PL 5.33 PF 0.0 25 49.3 0.0 32.0 0.0 0.0 150 FTG E PE 0.0 26 49.3 0.0 32.0 0.0 0.000 TL 8.33 PV Pipe: 25 0.0 1.055 PL 8.29 PF 0.0 26 49.3 0.0 32.0 0.0 0.0 150 FTG T PE 3.6 27 41.0 0.0 35.6 0.0 0.000 TL 15.79 PV DATE: 8/13/2004 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 E: \T_DATA \9402 -3.SDFJOBTITLE: Brandt Residence - 4 Head Calc. - Den /Foyer PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 26 -66.8 1.291 PL 7.50 PF 7.0 27 41.0 0.0 35.6 0.0 16.4 150 FTG ETR PE 0.0 28 41.0 0.0 42.6 0.0 0.292 TL 24.00 PV Pipe: 27 -38.3 1.291 PL 40.58 PF 9.42841.0 0.0 42.6 0.0 9.4 150 FTG 7ET3R PE 0.5 29 39.9 0.0 52.4 0.0 0.104 TL 90.08 PV Pipe: 28 -38.3 1.291 PL 5.50 PF 1.8 29 39.9 0.0 52.4 0.0 9.4 150 FTG TR PE 0.4 30 39.0 0.0 54.7 0.0 0.104 TL 17.50 PV Pipe: 29 -21.2 1.291 PL 4.17 PF 0.5 30 39.0 0.0 54.7 0.0 5.2 150 FTG 2E PE 0.0 31 39.1 0.0 55.1 0.0 0.035 TL 13.17 PV Pipe: 30 -21.2 1.291 PL 15.29 PF 0.8 31 39.1 0.0 55.1 0.0 5.2 150 FTG T PE 6.6 32 23.8 0.0 62.6 0.0 0.035 TL 24.29 PV Pipe: 31 -17.1 1.291 PL 29.00 PF 1.2 30 39.0 0.0 54.7 0.0 4.2 150 FTG ET3R PE 1.6 33 35.3 0.0 57.5 0.0 0.024 TL 51.50 PV Pipe: 32 -17.1 1.291 PL 25.92 PF 1.5 33 35.3 0.0 57.5 0.0 4.2 150 FTG 4ET4R PE -0.9 34 37.4 0.0 58.1 0.0 0.024 TL 64.92 PV Pipe: 33 -17.1 1.527 PL 7.00 PF 0.2 34 37.4 0.0 58.1 0.0 3.0 150 FTG T PE 0.0 43 37.4 0.0 58.3 0.0 0.010 TL 19.00 PV Pipe: 34 -28.5 1.291 PL 13.92 PF 1.6 28 41.0 0.0 42.6 0.0 7.0 150 FTG TR PE 0.0 35 41.0 0.0 44.1 0.0 0.060 TL 25.92 PV Pipe: 35 -28.5 1.291 PL 23.21 PF 3.2 35 41.0 0.0 44.1 0.0 7.0 150 FTG 4ETR PE 2.5 36 35.1 0.0 49.9 0.0 0.060 TL 53.21 PV Pipe: 36 0.0 0.811 PL 5.50 PF 0.0 37 36.2 0.0 49.4 0.0 0.0 150 FTG ER PE 0.5 36 35.1 0.0 49.9 0.0 0.000 TL 10.00 PV Pipe: 37 -28.5 1.291 PL 20.50 PF 1.9 36 35.1 0.0 49.9 0.0 7.0 150 FTG E2R PE 1.2 41 32.5 0.0 52.9 0.0 0.060 TL 31.00 PV Pipe: 38 0.0 0.811 PL 7.17 PF 0.0 38 36.9 0.0 51.0 0.0 0.0 150 FTG ER PE 0.7 39 35.3 0.0 51.7 0.0 0.000 TL 11.67 PV Q SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/13/2004 E: \T_DATA \9402 -3.SDF JOB TITLE:Brandt Residence 4 Head Calc.Den /Foyer PIPE TAG Q(GPM)DIA(IN)LENGTH PRESS. END ELEV.NOZ.PT DISC.VEL(FPS)HW(C)FT)SUM. NODES FT)K)PSI)GPM)FL /FT PSI) Pipe:39 0.0 1.055 PL 6.67 PF 0.0 39 35.3 0.0 51.7 0.0 0.0 150 FTG R PE 0.9 40 33.2 0.0 52.6 0.0 0.000 TL 9.67 PV Pipe:40 0.0 1.055 PL 2.25 PF 0.0 40 33.2 0.0 52.6 0.0 0.0 150 FTG T PE 0.3 41 32.5 0.0 52.9 0.0 0.000 TL 9.75 PV Pipe:41 28.5 1.291 PL 59.75 PF 6.3 41 32.5 0.0 52.9 0.0 7.0 150 FTG 6E6R PE 2.1 42 37.4 0.0 57.1 0.0 0.060 TL 104.75 PV Pipe:42 28.5 1.291 PL 7.83 PF 1.2 42 37.4 0.0 57.1 0.0 7.0 150 FTG TR PE 0.0 43 37.4 0.0 58.3 0.0 0.060 TL 19.83 PV Pipe:43 45.6 1.527 PL 1.83 PF 0.9 43 37.4 0.0 58.3 0.0 8.0 150 FTG 2E PE 0.1 44 37.2 0.0 59.3 0.0 0.064 TL 13.83 PV Pipe:44 45.6 1.527 PL 13.38 PF 1.6 44 37.2 0.0 59.3 0.0 8.0 150 FTG T PE 5.8 45 23.8 0.0 66.7 0.0 0.064 TL 25.38 PV Pipe:45 21.2 1.291 PL 35.42 PF 2.5 32 23.8 0.0 62.6 0.0 5.2 150 FTG 2T6R PE 0.0 14 23.8 0.0 65.0 0.0 0.035 TL 71.42 PV Pipe:46 21.2 1.291 PL 23.50 PF 1.7 14 23.8 0.0 65.0 0.0 5.2 150 FTG 8R PE 0.0 45 23.8 0.0 66.7 0.0 0.035 TL 47.50 PV Pipe:47 66.8 1.527 PL 10.83 PF 4.3 45 23.8 0.0 66.7 0.0 11.7 150 FTG ETR PE 0.0 R1 23.8 0.0 71.0 0.0 0.129 TL 33.33 PV Pipe:48 66.8 2.009 PL 3.67 PF 1.2 Rl 23.8 0.0 71.0 0.0 6.8 150 FTG 3RGV PE 1.6 R2 20.1 0.0 73.8 0.0 0.034 TL 35.67 PV Pipe:49 FIXED PRESSURE LOSS DEVICE R3 20.1 0.0 74.3 0.0 0.5 psi,66.8 gpm R2 20.1 0.0 73.8 0.0 Pipe:50 66.8 2.009 PL 3.67 PF 0.3 R3 20.1 0.0 74.3 0.0 6.8 150 FTG R PE 1.6 R4 16.5 0.0 76.1 0.0 0.034 TL 8.17 PV Pipe:51 FIXED PRESSURE LOSS DEVICE R5 16.5 0.0 88.1 0.0 12.0 psi,66.8 gpm R4 16.5 0.0 76.1 0.0 Pipe: 55 -66.8 1.959 PL 10.00 PF 1.0 W2 22.8 0.0 97.3 0.0 7.1 150 FTG TG PE 9.9 S 0.0 SRCE 108.2 (N /A) 0.038 TL 26.50 PV NOTES: 1) Calculations were performed by the HASS 7.6 computer program under license no. 50040231 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.194 gpm. 3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17.3 ft /sec at pipe 19. 4) PIPE FITTINGS TABLE Pipe Table Name: HOUSE.PIP PAGE: C MATERIAL: Cppr -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet in) E T R L G A V C Ell Tee RunTee 45 -Ell GateVa Ang1Va ChckVa Cping 1.959 7.00 15.00 4.50 3.00 1.50 36.00 17.00 1.00 o SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7DATE: 8/13/2004 E: \T_DATA \9402 -3.SDFJOBTITLE:Brandt Residence 4 Head Calc. -Den /Foyer PIPE TAG Q(GPM)DIA(IN) LENGTH PRESS. END ELEV.NOZ.PT DISC.VEL(FPS)HW(C) (FT)SUM. NODES FT)K)PSI)GPM)FL /FT PSI) Pipe:52 66.8 2.009 PL 8.46 PF 1.0 R5 16.5 0.0 88.1 0.0 6.8 150 FTG 3E PE 2.8 R6 10.0 0.0 91.9 0.0 0.034 TL 29.46 PV Pipe:53 66.8 1.959 PL 200.00 PF 7.9 R6 10.0 0.0 91.9 0.0 7.1 150 FTG E PE -5.5 W1 22.8 0.0 94.3 0.0 0.038 TL 207.00 PV Pipe:54 FIXED PRESSURE LOSS DEVICE W2 22.8 0.0 97.3 0.0 3.0 psi, 66.8 gpm W1 22.8 0.0 94.3 0.0 Pipe: 55 -66.8 1.959 PL 10.00 PF 1.0 W2 22.8 0.0 97.3 0.0 7.1 150 FTG TG PE 9.9 S 0.0 SRCE 108.2 (N /A) 0.038 TL 26.50 PV NOTES: 1) Calculations were performed by the HASS 7.6 computer program under license no. 50040231 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.194 gpm. 3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17.3 ft /sec at pipe 19. 4) PIPE FITTINGS TABLE Pipe Table Name: HOUSE.PIP PAGE: C MATERIAL: Cppr -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet in) E T R L G A V C Ell Tee RunTee 45 -Ell GateVa Ang1Va ChckVa Cping 1.959 7.00 15.00 4.50 3.00 1.50 36.00 17.00 1.00 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8DATE: 8/13/2004 E: \T_DATA 9402 -3.SDF JOB TITLE:Brandt Residence - 4 Head Calc. -Den /Foyer PAGE: E MATERIAL: Cppr -M HWC: 150 Diameter Equivalent Fitting Lengths in Feet in)E T R L G A V C Ell Tee RunTee 45 -Ell GateVa Ang1Va ChckVa Cping 0.811 3.00 4.50 1.50 1.50 1.50 15.00 4.50 0.50 1.055 3.00 7.50 3.00 1.50 1.50 18.00 7.50 0.50 1.291 4.50 9.00 3.00 1.50 1.50 23.00 11.00 1.00 1.527 6.00 12.00 4.50 3.00 1.50 27.00 14.00 1.00 2.009 7.00 15.00 4.50 3.00 1.50 36.00 17.00 1.00 o SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/13/2004 E: \T_DATA \9402 -3.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Den /Foyer WATER SUPPLY CURVE 180+ 165+ 150+ 135+ 1 P120+ R E S X S105+ U R E 90+ P S I 75+ I 60+ 45+ 30+ LEGEND " f X = Required Water Supply 108.20 psi @ 66.8 gpm " 15+ 0 = Available Water Supply 170.00 psi @ 66.8 gpm " 0 +--------- +------ - - - - -+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) 101 Hydraulic Calculations Project Information Project Name: Brandt Residence Lot 5, Zneimer Subdivision Vail, Colorado Calculation Area: Crawl Space Storage Date 8/13/04 File # 9402 -1 Index 105 Design Criteria Occupancy Classification: Residential Construction ® Combustible Non Combustible Density: Area of Operation: Area per Sprinkler: Number of Sprinklers Calculated: Hose Allowance 0 gpm inside 0 gpm outside Water Supply Static 170 psi 05 min density N /A. 256 sq. ft. max. 4 head(s) Rack Sprinkler Allowance 0 gpm Sprinklers Make: Reliable Model F 1 FR Size: 1/2" K= 5.60 Temp: 200° Calculation Summary Total Sprinkler Water Flow: Flow & Pressure: (at base of riser): at city connection): 65.2 gpm 65.2 gpm @ 97.2 psi 65.2 gpm @ 113.1 psi Notes: AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 65.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 65.2 GPM SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE:8/13/2004 3 11.2 E: \T DATA \9402 -1.SDF JOB TITLE:Brandt Residence -4 Head Calc. - Crawlspace Storage WATER SUPPLY DATA 5 11.2 12.5 SOURCE STATIC RESID.FLOW AVAIL.TOTAL REQ'D NODE PRESS.PRESS. @ PRESS.@ DEMAND PRESS. TAG PSI)PSI)GPM)PSI)GPM)PSI) S N /A)170.0 N /A)170.0 65.2 113.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 65.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 65.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE FT)PSI)GPM) 1 10.5 K=5.60 7.7 15.6 2 10.5 K=5.60 7.0 14.8 3 11.2 10.5 4 10.5 K=5.60 8.4 16.2 5 11.2 12.5 6 10.5 K=5.60 11.0 18.6 7 11.2 13.9 8 10.5 56.7 9 10.5 56.7 10 11.2 56.4 11 10.5 56.7 12 11.2 56.4 13 11.2 56.4 14 23.8 65.9 15 21.5 71.4 16 21.5 71.4 17 30.9 67.3 18 22.2 71.1 19 21.5 71.4 20 22.2 71.1 21 22.2 71.1 22 32.7 66.5 23 46.7 60.5 24 47.4 60.2 25 49.3 59.3 26 49.3 59.3 27 41.0 62.9 28 41.0 62.9 29 39.9 62.9 30 39.0 63.2 31 39.1 62.7 32 23.8 68.5 33 35.3 65.6 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE:8/13/2004 E: \T DATA \9402 -1.SDF JOB TITLE: Brandt Residence 4 Head Calc. - Crawlspace Storage NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE FT)PSI)GPM) 34 37.4 65.7 35 41.0 63.1 36 35.1 65.9 37 36.2 65.4 38 36.9 65.3 39 35.3 66.0 40 33.2 66.9 41 32.5 67.2 42 37.4 65.7 43 37.4 65.8 44 37.2 66.1 45 23.8 72.3 R1 23.8 76.4 R2 20.1 79.1 R3 20.1 79.6 R4 16.5 81.5 R5 16.5 93.5 R6 10.0 97.2 W1 22.8 99.3 W2 22.8 102.3 S 0.0 SOURCE 113.1 65.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE:8/13/2004 E: \T_DATA \9402 -1.SDF JOB TITLE:Brandt Residence -4 Head Calc.Crawlspace Storage PIPE DATA PIPE TAG Q(GPM)DIA(IN) LENGTH PRESS. END ELEV.NOZ.PT DISC. VEL(FPS)HW(C)FT)SUM. NODES FT)K)PSI)GPM)FL /FT PSI) Pipe:1 15.6 0.811 PL 8.71 PF 3.1 1 10.5 5.6 7.7 15.6 9.7 150 FTG 2ER PE 0.3 3 11.2 0.0 10.5 0.0 0.190 TL 16.21 PV Pipe:2 14.8 0.811 PL 14.54 PF 3.8 2 10.5 5.6 7.0 14.8 9.2 150 FTG ET PE 0.3 3 11.2 0.0 10.5 0.0 0.173 TL 22.04 PV Pipe:3 30.4 1.055 PL 8.17 PF 2.0 3 11.2 0.0 10.5 0.0 11.2 150 FTG R PE 0.0 5 11.2 0.0 12.5 0.0 0.182 TL 11.17 PV Pipe:4 16.2 0.811 PL 14.54 PF 4.5 4 10.5 5.6 8.4 16.2 10.1 150 FTG ET PE 0.3 5 11.2 0.0 12.5 0.0 0.204 TL 22.04 PV Pipe:5 46.6 1.055 PL 0.50 PF 1.4 5 11.2 0.0 12.5 0.0 17.1 150 FTG R PE 0.0 7 11.2 0.0 13.9 0.0 0.400 TL 3.50 PV Pipe:6 18.6 0.811 PL 1.79 PF 3.2 6 10.5 5.6 11.0 18.6 11.5 150 FTG 2ET PE 0.3 7 11.2 0.0 13.9 0.0 0.263 TL 12.29 PV Pipe:7 65.2 1.055 PL 31.58 PF 42.5 a 7 11.2 0.0 13.9 0.0 23.9 150 FTG T6R PE 0.0 13 11.2 0.0 56.4 0.0 0.745 TL 57.08 PV Pipe:8 0.0 0.811 PL 11.38 PF 0.0 8 10.5 0.0 56.7 0.0 0.0 150 FTG 2ER PE 0.3 10 11.2 0.0 56.4 0.0 0.000 TL 18.88 PV Pipe:9 0.0 0.811 PL 7.54 PF 0.0 9 10.5 0.0 56.7 0.0 0.0 150 FTG ET PE 0.3 10 11.2 0.0 56.4 0.0 0.000 TL 15.04 PV Pipe:10 0.0 1.055 PL 0.83 PF 0.0 10 11.2 0.0 56.4 0.0 0.0 150 FTG R PE 0.0 12 11.2 0.0 56.4 0.0 0.000 TL 3.83 PV Pipe:11 0.0 0.811 PL 2.04 PF 0.0 11 10.5 0.0 56.7 0.0 0.0 150 FTG ET PE 0.3 12 11.2 0.0 56.4 0.0 0.000 TL 9.54 PV Pipe:12 0.0 1.055 PL 16.08 PF 0.0 12 11.2 0.0 56.4 0.0 0.0 150 FTG T2R PE 0.0 13 11.2 0.0 56.4 0.0 0.000 TL 29.58 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE:8/13/2004 E: \T_DATA \9402 -1.SDF JOB TITLE:Brandt Residence -4 Head Calc.Crawlspace Storage PIPE TAG Q(GPM)DIA(IN) LENGTH PRESS. END ELEV.NOZ.PT DISC. VEL(FPS)HW(C)FT)SUM. NODES FT)K)PSI)GPM)FL /FT PSI) Pipe:13 65.2 1.055 PL 12.62 PF 15.0 13 11.2 0.0 56.4 0.0 23.9 150 FTG T PE 5.5 14 23.8 0.0 65.9 0.0 0.745 TL 20.12 PT Pipe:14 0.0 0.811 PL 5.25 PF 0.0 15 21.5 0.0 71.4 0.0 0.0 150 FTG ET PE 0.3 21 22.2 0.0 71.1 0.0 0.000 TL 12.75 PV Pipe:15 0.0 0.811 PL 1.25 PF 0.0 16 21.5 0.0 71.4 0.0 0.0 150 FTG ER PE 0.3 18 22.2 0.0 71.1 0.0 0.000 TL 5.75 PV Pipe:16 0.0 0.811 PL 14.58 PF 0.0 17 30.9 0.0 67.3 0.0 0.0 150 FTG 3ET PE 3.8 18 22.2 0.0 71.1 0.0 0.000 TL 28.08 PV Pipe:17 0.0 1.055 PL 4.92 PF 0.0 18 22.2 0.0 71.1 0.0 0.0 150 FTG ER PE 0.0 20 22.2 0.0 71.1 0.0 0.000 TL 10.92 PV Pipe:18 0.0 0.811 PL 6.33 PF 0.0 19 21.5 0.0 71.4 0.0 0.0 150 FTG ET PE 0.3 20 22.2 0.0 71.1 0.0 0.000 TL 13.83 PV Pipe:19 0.0 1.055 PL 5.83 PF 0.0 20 22.2 0.0 71.1 0.0 0.0 150 FTG T PE 0.0 21 22.2 0.0 71.1 0.0 0.000 TL 13.33 PV Pipe:20 0.0 1.291 PL 10.46 PF 0.0 21 22.2 0.0 71.1 0.0 0.0 150 FTG E PE 4.5 22 32.7 0.0 66.5 0.0 0.000 TL 14.96 PV Pipe:21 0.0 1.291 PL 13.17 PF 0.0 22 32.7 0.0 66.5 0.0 0.0 150 FTG 4E2TR PE 3.6 27 41.0 0.0 62.9 0.0 0.000 TL 52.17 PV Pipe:22 0.0 0.811 PL 6.42 PF 0.0 23 46.7 0.0 60.5 0.0 0.0 150 FTG 2ER PE 1.1 25 49.3 0.0 59.3 0.0 0.000 TL 13.92 PV Pipe:23 0.0 0.811 PL 6.00 PF 0.0 24 47.4 0.0 60.2 0.0 0.0 150 FTG 3ET PE 0.8 25 49.3 0.0 59.3 0.0 0.000 TL 19.50 PV Pipe:24 0.0 1.055 PL 5.33 PF 0.0 25 49.3 0.0 59.3 0.0 0.0 150 FTG E PE 0.0 26 49.3 0.0 59.3 0.0 0.000 TL 8.33 PV Pipe:25 0.0 1.055 PL 8.29 PF 0.0 26 49.3 0.0 59.3 0.0 0.0 150 FTG T PE 3.6 27 41.0 0.0 62.9 0.0 0.000 TL 15.79 PV o SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE:8/13/2004 E: \T_DATA \9402 1.SDF JOB TITLE:Brandt Residence -4 Head Calc.Crawlspace Storage PIPE TAG Q(GPM)DIA(IN)LENGTH PRESS. END ELEV.NOZ.PT DISC. VEL(FPS)HW(C)FT)SUM. NODES FT)K)PSI)GPM)FL /FT PSI) Pipe:26 0.0 1.291 PL 7.50 PF 0.0 27 41.0 0.0 62.9 0.0 0.0 150 FTG ETR PE 0.0 28 41.0 0.0 62.9 0.0 0.000 TL 24.00 PV Pipe:27 7.8 1.291 PL 40.58 PF 0.5 28 41.0 0.0 62.9 0.0 1.9 150 FTG 7ET3R PE 0.5 29 39.9 0.0 62.9 0.0 0.006 TL 90.08 PV Pipe:28 7.8 1.291 PL 5.50 PF 0.1 29 39.9 0.0 62.9 0.0 1.9 150 FTG TR PE 0.4 30 39.0 0.0 63.2 0.0 0.006 TL 17.50 PV Pipe:29 21.3 1.291 PL 4.17 PF 0.5 30 39.0 0.0 63.2 0.0 5.2 150 FTG 2E PE 0.0 31 39.1 0.0 62.7 0.0 0.035 TL 13.17 PV Pipe:30 21.3 1.291 PL 15.29 PF 0.9 31 39.1 0.0 62.7 0.0 5.2 150 FTG T PE 6.6 32 23.8 0.0 68.5 0.0 0.035 TL 24.29 PV Pipe:31 13.5 1.291 PL 29.00 PF 0.8 30 39.0 0.0 63.2 0.0 3.3 150 FTG ET3R PE 1.6 33 35.3 0.0 65.6 0.0 0.015 TL 51.50 PV Pipe:32 13.5 1.291 PL 25.92 PF 1.0 33 35.3 0.0 65.6 0.0 3.3 150 FTG 4ET4R PE 0.9 34 37.4 0.0 65.7 0.0 0.015 TL 64.92 PV Pipe:33 13.5 1.527 PL 7.00 PF 0.1 34 37.4 0.0 65.7 0.0 2.4 150 FTG T PE 0.0 43 37.4 0.0 65.8 0.0 0.007 TL 19.00 PV Pipe:34 7.8 1.291 PL 13.92 PF 0.1 28 41.0 0.0 62.9 0.0 1.9 150 FTG TR PE 0.0 35 41.0 0.0 63.1 0.0 0.006 TL 25.92 PV Pipe:35 7.8 1.291 PL 23.21 PF 0.3 35 41.0 0.0 63.1 0.0 1.9 150 FTG 4ETR PE 2.5 36 35.1 0.0 65.9 0.0 0.006 TL 53.21 PV Pipe:36 0.0 0.811 PL 5.50 PF 0.0 37 36.2 0.0 65.4 0.0 0.0 150 FTG ER PE 0.5 36 35.1 0.0 65.9 0.0 0.000 TL 10.00 PV Pipe:37 7.8 1.291 PL 20.50 PF 0.2 36 35.1 0.0 65.9 0.0 1.9 150 FTG E2R PE 1.2 41 32.5 0.0 67.2 0.0 0.006 TL 31.00 PV Pipe:38 0.0 0.811 PL 7.17 PF 0.0 38 36.9 0.0 65.3 0.0 0.0 150 FTG ER PE 0.7 39 35.3 0.0 66.0 0.0 0.000 TL 11.67 PV 0 a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE:8/13/2004 E: \T_DATA \9402 1.SDF JOB TITLE:Brandt Residence -4 Head Calc.Crawlspace Storage PIPE TAG Q(GPM)DIA(IN) LENGTH PRESS. END ELEV.NOZ.PT DISC. VEL(FPS)HW(C)FT)SUM. NODES FT)K)PSI)GPM)FL /FT PSI) Pipe:39 0.0 1.055 PL 6.67 PF 0.0 39 35.3 0.0 66.0 0.0 0.0 150 FTG R PE 0.9 40 33.2 0.0 66.9 0.0 0.000 TL 9.67 PV Pipe:40 0.0 1.055 PL 2.25 PF 0.0 40 33.2 0.0 66.9 0.0 0.0 150 FTG T PE 0.3 41 32.5 0.0 67.2 0.0 0.000 TL 9.75 PV Pipe:41 7.8 1.291 PL 59.75 PF 0.6 41 32.5 0.0 67.2 0.0 1.9 150 FTG 6E6R PE 2.1 42 37.4 0.0 65.7 0.0 0.006 TL 104.75 PV Pipe:42 7.8 1.291 PL 7.83 PF 0.1 42 37.4 0.0 65.7 0.0 1.9 150 FTG TR PE 0.0 43 37.4 0.0 65.8 0.0 0.006 TL 19.83 PV Pipe:43 21.3 1.527 PL 1.83 PF 0.2 43 37.4 0.0 65.8 0.0 3.7 150 FTG 2E PE 0.1 44 37.2 0.0 66.1 0.0 0.016 TL 13.83 PV Pipe:44 21.3 1.527 PL 13.38 PF 0.4 44 37.2 0.0 66.1 0.0 3.7 150 FTG T PE 5.8 45 23.8 0.0 72.3 0.0 0.016 TL 25.38 PV Pipe:45 21.3 1.291 PL 35.42 PF 2.5 32 23.8 0.0 68.5 0.0 5.2 150 FTG 2T6R PE 0.0 14 23.8 0.0 65.9 0.0 0.035 TL 71.42 PV Pipe:46 43.8 1.291 PL 23.50 PF 6.3 14 23.8 0.0 65.9 0.0 10.7 150 FTG 8R PE 0.0 45 23.8 0.0 72.3 0.0 0.134 TL 47.50 PV Pipe:47 65.2 1.527 PL 10.83 PF 4.1 45 23.8 0.0 72.3 0.0 11.4 150 FTG ETR PE 0.0 R1 23.8 0.0 76.4 0.0 0.123 TL 33.33 PV Pipe:48 65.2 2.009 PL 3.67 PF 1.2 R1 23.8 0.0 76.4 0.0 6.6 150 FTG 3RGV PE 1.6 R2 20.1 0.0 79.1 0.0 0.032 TL 35.67 PV Pipe:49 FIXED PRESSURE LOSS DEVICE R3 20.1 0.0 79.6 0.0 0.5 psi,65.2 gpm R2 20.1 0.0 79.1 0.0 Pipe:50 65.2 2.009 PL 3.67 PF 0.3 R3 20.1 0.0 79.6 0.0 6.6 150 FTG R PE 1.6 R4 16.5 0.0 81.5 0.0 0.032 TL 8.17 PV Pipe:51 FIXED PRESSURE LOSS DEVICE R5 16.5 0.0 93.5 0.0 12.0 psi,65.2 gpm R4 16.5 0.0 81.5 0.0 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/13/2004 E: \T DATA \9402 -1.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Crawlspace Storage PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 52 -65.2 2.009 PL 8.46 PF 1.0 R5 16.5 0.0 93.5 0.0 6.6 150 FTG 3E PE 2.8 R6 10.0 0.0 97.2 0.0 0.032 TL 29.46 PV Pipe: 53 -65.2 1.959 PL 200.00 PF 7.6 R6 10.0 0.0 97.2 0.0 6.9 150 FTG E PE -5.5 W1 22.8 0.0 99.3 0.0 0.037 TL 207.00 PV Pipe: 54 FIXED PRESSURE LOSS DEVICE W2 22.8 0.0 102.3 0.0 3.0 psi, 65.2 gpm W1 22.8 0.0 99.3 0.0 Pipe: 55 -65.2 1.959 PL 10.00 PF 1.0 W2 22.8 0.0 102.3 0.0 6.9 150 FTG TG PE 9.9 S 0.0 SRCE 113.1 (N /A) 0.037 TL 26.50 PV NOTES: 1) Calculations were performed by the HASS 7.6 computer program under license no. 50040231 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.103 gpm. 3) Total pressure at each node is used in balancing the system. Maximum water velocity is 23.9 ft /sec at pipe 7. 4) PIPE FITTINGS TABLE Pipe Table Name: HOUSE.PIP PAGE: C MATERIAL: Cppr -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet in) E T R L G A V C Ell Tee RunTee 45 -Ell GateVa Ang1Va ChckVa Cping 1.959 7.00 15.00 4.50 3.00 1.50 36.00 17.00 1.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/13/2004 E: \T DATA \9402 -1.SDF JOB TITLE:Brandt Residence - 4 Head Calc. - Crawlspace Storage PAGE: E MATERIAL: Cppr -M HWC: 150 Diameter Equivalent Fitting Lengths in Feet in)E T R L G A V C Ell Tee RunTee 45 -Ell GateVa Ang1Va ChckVa Cping 0.811 3.00 4.50 1.50 1.50 1.50 15.00 4.50 0.50 1.055 3.00 7.50 3.00 1.50 1.50 18.00 7.50 0.50 1.291 4.50 9.00 3.00 1.50 1.50 23.00 11.00 1.00 1.527 6.00 12.00 4.50 3.00 1.50 27.00 14.00 1.00 2.009 7.00 15.00 4.50 3.00 1.50 36.00 17.00 1.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/13/2004 E: \T_DATA \9402 -1.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Crawlspace Storage WATER SUPPLY CURVE 180+ 165+ 1 150+ 1 135+ P120+ R I E X S I 5105+ U R 1 E 90+ 1 P S I 75+ 60+ I 45+ 30+ LEGEND " I IT X = Required Water Supply " 113.11 psi @ 65.2 gpm " 15+ " 1 0 = Available Water Supply " 170.00 psi @ 65.2 gpm " I n 0++-+---+----+-----+------+--------+-------- +--------- +------ - - - - -+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) C X The AGF Manufacturing Inc. Model 1000 TESTANDRAIN Provides Both The Test Function And The Express Drain Function For A Wet Fire Sprinkler System. The Model 1000 Complies With All Requirements Of NFPA -13, NFPA -13R,And NFPA -13D. The Model 1000 TESTANDRAIN Is A Single Handle Ball Valve That Is Light Weight AndCompact, Includes A Tamper Resistant Test Orifice, Integral Tamper Resistant SightGlasses, And Is 300 PSI Rated. Available In A Full Range Of Sizes From 3/4" To 2" NPT & BSPT, With All SpecifiableOrificeSizes3/8", 7/16" 112 ", 17/32 ", 5/8" (ELO), & 3/4" (ESFR). The Orifice Size Is Noted On The Indicator Plate And The Valve Is Tapped ForAPressureGauge, Ci Locking Kit Available Which Provides Superior Vandal Resistance And PreventsUnintentionalAlarmActivation, go i 10 /00 Out our New gUtc)C eC*1 Visit us 40 Gr on the Internet &iat MODEL 1000 m PLAN VIEW FRONT VI I O B I 0 } TO DRAIN C 1 EW/VERTICAL INSTALLATION GAUGE INLET PROVIDED FRONT VIEW /HORIZONTAL INSTA E-- I O Tm F ITODRAIN O O G 1 11 STREET EL FROM BRANCH I TO DRAIN 1 STREET EL OR PIPE TO DRAIN RIGHT HAND /STRAIGHT INSTALLATION UL and ULC Listed FM Approved except 3/4" ORIFICE SIZE J NYC -BSA NO.720 -87 -SMAVAILABLE - 3 /8, 7116, 1/2, 17/32, ELO(5 /8) ", ESFR(3 /4)' DIMENSIONS - INCHES - CA. State Fire Marshall F SI2E A B C D E IF G BODY BRONZE 3/411..5 1/16' 128mm 1 112"2 3 /16 "3 5/61 3 3/8„1 13 /16 '4 9/137.58mm 55.65mm 93.23mm 85.88mm 45.30mm 117.12mm 1r 5'/1fi 128mm 1 112'2 3/15 3 5 /Sn 3 3 /8n 1 13 /16"4 9 /16'E1 62.42mm4n1557 37.58mm 1 11 /15' 55.65mm 2 9 /15 93.23mm 1/4 85.88mm 45.30mm 117.12mm 1 37.70mm 42.70mm 65.36mm 4 108.36mm 3 5 /i5 82.84mm 1 15 /16'5 9 /16" 1 1 /211 6 7 /15'1 13 /16"3 1j 5 1 /16'3 7 /8' 50.89mm 2 5/5' 141.39mm 1 7/8163.38mm 45.50mm 81.50mm 127mm 99.18mm 66.97mm 206.63mm 10 273.60mm 211 6 7 /15 ' 163.38mm 1 13 /16 "3 11 5 1 /16 '3 7 /g'2 5 /Sn 8 1/1 O e45.SOmm 81.50mm 127mm 99.18mm 66.97mm 206.63mm 273.60mm Available on 1 1/4" to 2" size units only. - 3/4"UL Listed only t AGF MANUFACTURING INC. 100 Quaker Lane Malvern, PA 19355 USA Telephone: (610) 240 -4900 Fax; (610) 240 -4906 www.testandrain.com MADE IN U.S.A. MATERIAL LIST PART:MATERIAL: HANDLE STEEL STEM ROD BRASS BALL C.P. BRONZE BODY BRONZE VALVE SEAT IMPREGNATED TEFLON INDICATOR PLATE STEEL HANDLE LOCK SPRING STEEL JOB NAME: _ ARCHITECT. _ ENGINEER: _ CONTRACTOR: Application a Installation m Features The Ames 2000B provides positive drip -tight closure against the reverse flow of non potable liquids caused by a cross connection. The 2000B can be used in fire protection systems, Plumbing systems, irrigation systems and other systems requiring low and intermediate hazard protection. The 2000B should be installed with adequate clearance and easy accessibility for maintenance and testing. The 2000B may be installed vertically or horizontally. Refer to local codes for specific installation requirements. Single access cover for easy servicing. Cartridge check assembly for long term reliability and ease of serviceability. Simple service procedures, requires no special tools. Temperature rated to 180° F. 175 PSI rated working pressure. Assembly ASSE 1015 approved. Horizontal or vertical installation. Wye strainer optional. Straight through flow -way. Documented low pressure loss. Operation In normal flow conditions the independently operating cartridge checks remain closed until there is a demand for water. Each of the cartridge checks in series is designed to open at approximately (1) PSI pressure differential in the direction of flow. At cessation of flow or under a back pressure condition, both cartridge checks will close until the resumption of normal flow. 41IIES FLUID CONTROL SYSTEMS 916.666.2493 1485 Tanforan Avenue P.O, Box 1387 Woodland, CA 95776 FAX 916.666.3914 7DEL 2000 IR Ames 20008 - Weight, FSIZE A g 1 2" 10" 4 5/8" 2 7/16" 3/4" 111/8" 4" 31/8 131/4" "51/8" 4" 1 1/4" 16 3/8" 5 3 5/16" 1112" 163/4" 47/8" 31/2" 2" 191/2" 61/4" 4" s &Di. D 31/2" 31/2" 4 " 51/2" 6" 61/2" mensions (inches) Physical Characteristics 1253/Sizes - 112 ", 314 ", 1 ", 1 1/4 ",1 112 ", 2" Rated working pressure - 175 psi Temperature range -33 °F -180 "F Construction Bronze Body AssemblyshallbeASSE 1015approved Specifications The double check shall consist of two independently operated spring loaded cartridge checks, required test cocks, and inlet and outlet resil-ient seat ball valves. Each cartridge check shall be internally loaded and provide a positive drip tight closure against the reverse flow of liquidcausedbybacksiphonageorbackpressure. The modular cartridge check includes a stainless steel spring, rubber faced disc and a replaceableseat. The body shall be manufactured with a single access cover secured with stainless steel bolts. No special tools shall be required forservicing. Double check shall be Ames 2000B. 112" Documented Flow Characteristics (including shut-oft valves) 0 1114 Documented Flow Characterfstics (Including shut-off valves)16 12 0 12 w 8 c 8 W 4 M 4 CCL m 0 cc 2 4 a 0 6 8 10 12 FLOW -GPM 20 40 60 80 100 120 3 / 4 ° Documented Flow Characteristics (Including shut-off val FLOW -GPM CM a 12 a 8 0 w 4 yCn a 0 GGEE 4 8 12 16 20 24 28 32 FLOW - GPM 1" Documented Flow Characteristics (including shut-off valves) 6 12 10 0 8 0 6 cc 4 w 2 o 1 916.666.2493 FLOW - GPM 1485 Tanforan Avenue P.O. Box 1387 N1 112" Documented Flow Characteristics (Including shut -oil valves) c 12 a 20 40 60 80 100 120 MMMMMMOMM FLOW - GPM Woodland, CA 95776 FAX411; eaa 2aiA u Zu 30 40 50 60 im 1 ilrlimiip.-=-rn IR Ames 20008 - Weight, FSIZE A g 1 2" 10" 4 5/8" 2 7/16" 3/4" 111/8" 4" 31/8 131/4" "51/8" 4" 1 1/4" 16 3/8" 5 3 5/16" 1112" 163/4" 47/8" 31/2" 2" 191/2" 61/4" 4" s &Di. D 31/2" 31/2" 4 " 51/2" 6" 61/2" mensions (inches) Physical Characteristics 1253/Sizes - 112 ", 314 ", 1 ", 1 1/4 ",1 112 ", 2" Rated working pressure - 175 psi Temperature range -33 °F -180 "F Construction Bronze Body AssemblyshallbeASSE 1015approved Specifications The double check shall consist of two independently operated spring loaded cartridge checks, required test cocks, and inlet and outlet resil-ient seat ball valves. Each cartridge check shall be internally loaded and provide a positive drip tight closure against the reverse flow of liquidcausedbybacksiphonageorbackpressure. The modular cartridge check includes a stainless steel spring, rubber faced disc and a replaceableseat. The body shall be manufactured with a single access cover secured with stainless steel bolts. No special tools shall be required forservicing. Double check shall be Ames 2000B. 112" Documented Flow Characteristics (including shut-oft valves) 0 1114 Documented Flow Characterfstics (Including shut-off valves)16 12 0 12 w 8 c 8 W 4 M 4 CCL m 0 cc 2 4 a 0 6 8 10 12 FLOW -GPM 20 40 60 80 100 120 3 / 4 ° Documented Flow Characteristics (Including shut-off val FLOW -GPM CM a 12 a 8 0 w 4 yCn a 0 GGEE 4 8 12 16 20 24 28 32 FLOW - GPM 1" Documented Flow Characteristics (including shut-off valves) 6 12 10 0 8 0 6 cc 4 w 2 o 1 916.666.2493 FLOW - GPM 1485 Tanforan Avenue P.O. Box 1387 N1 112" Documented Flow Characteristics (Including shut -oil valves) c 12 a 20 40 60 80 100 120 MMMMMMOMM FLOW - GPM Woodland, CA 95776 FAX411; eaa 2aiA u Zu 30 40 50 60 DIMENSIONS - WEIGHTS - QUANTITIES Size In. mm. 200 PSI /13.8 Bar Saturated Steam to 391' F /201 C Dimensions A mm. In. 400 PSI /27.6 Bar Non -Shock Cold Working Pressure' T -453 -B Master Lbs Kq Ctn. Qty . 14 8 CONFORMS TO MSS SP -80 t MATERIAL LIST 40 PART SPECIFICATION 0.24 1. Bonnet Bronze ASTM B 61 3 /a 2. Body Bronze ASTM B 61 3. Hinge Pin Bronze ASTM B 140 Allay C31400 or 1.56 B 134 Alloy C23000 0.54 4. Disc Hanger Bronze ASTM B 61 or 50 304 Stainless Steel 114 " thru 3 /4 " sizes 15 5. Seat Disc Bronze ASTM B 61 67 6. Hanger Nut Bronze ASTM B 16 7. Hinge Pin Plug ASTM B 140 Al III o Y C31600 (not shown) DIMENSIONS - WEIGHTS - QUANTITIES Size In. mm.In, Dimensions A mm. In. B mm. T -453 -B Master Lbs Kq Ctn. Qty . 14 8 2.25 57 1.56 40 0.53 0.24 50 3 /a 10 2.25 57 1.56 40 0.54 0.24 50 2 15 2.63 67 1.75 44 0.60 0.27 50 3 /4 20 3.13 79 2.06 52 0.99 0.45 25 1 25 3.75 95 2.44 62 1.56 0.71 30 . 1'/4 32 4.38 111 3.13 79 2.33 1.06 10 11/2 40 4.94 125 3.75 95 3.11 1.41 10 2 50 5.81 148 4.50 114 5.33 2.42 5 2'/2 65 8.00 203 5.31 135 13.72 6.22 5 3 80 9.25 235 6.25 159 17.64 8.00 4 For detailed Operating Pressure, refer to Pressure Temperature Chart on page 107. T -453 -B Threaded NIBCO check valves may be installed in both horizontal and vertical lines with upward flow or in any intermediate position. They will operate satisfactorily in a declining plane (no more than 15 - ). Warning - Do Not Use For Reciprocating Air Compressor Service. NIBCO INC. WORLD HEADQUARTERS - 1516 MIDDLEBURY ST. - ELKHART, IN 46516.4740 - USA - PH: 1.800.234.0227TECHSERVICESPH: 1.888.446.4226 - FAX: 1.800.234.0557 - INTERNATIONAL OFFICE PH: x1.574.295.3221 - FAX: ~1.574.295.3455 www.liibco.com Class 200 Bronze Check Valves Dezincification Horizontal Swing - Regrinding Type - Renewable Seat and Disc - Resistant Y- Pattern A T -453 -B NPT x NPT y P POTTER Rg UNIVERSALAL BALL The SymbOlOf PrOlBCt10/1 VALVE SWITCH no RBVS Stock No. 1000040 (w /o Cover Tamper) RBVS -T Stock No. 1000035 (w /Cover Tamper) Large Clamps: 6" L x 5" W x 5.2" H 15,2 cm L x 12,7 cm W x 13,2 cm H Small Clamps: 6" L x 4" W x 5.2" H 15,2 cm L x 10,2 cm W x 13,2 cm H Ad a 7 Patent Pending GENERAL The Model RBVS is designed to monitor the fully open Position of a ball valve installed in a sprinkler system. The unit will fit on most ball valves installed on back - flow- preventers and alarm trim lines of dry, alarm, and deluge sprinkler valves. The switch operates if the ball valve handle is moved from the open position. How- ever, the switch does nottrack the position of the handle orball. When the ball valve handle is in the open position, a spring - loaded switch button will contact the valve handle. When the handle is moved from the open position, this switch button extends to the tripped position, and the RBVS contacts change state, thereby opening or closing a circuit. A cover tamper switch is available and is activated bythe removal of the RBVS housing cover. If an attempt is made to remove the RBVS by the removal of the mounting brackets, the unitwill be set into the tripped mode by this action. The RBVS can be mounted to the hex portion of the ball valve or back -flow -p reventer or to the adjoining pipe via two clamps. The RBVS is shipped with two sets of mounting clamps to accommodate various pipe and valve sizes, refer to Table 1. An "L" shaped and offset bracket for mounting the switch enclosure and an exten- sion bracket add to the mounting flexibility of the RBVS. See "Typical Mounting Diagram" and "Installation and Operation "on following page. UL and CUL Listed, FM, CSFM Approved Dimensions: (including mounting clamps) Weight: With Large Clamps: 13.6 oz. (386,9 g.) With Small Clamps: 11.0 oz. (311,2 g.) Enclosure: Non - Corrosive Composite Material Environmental Limitations: NEMA 4 rated enclosure when proper electrical fittings are used. (IP67) Temperature range: -40° F to 150° F ( -40° C to 65° C) Not for use in hazardous locations Housing Cover Tamper: Activated by housing cover Contact Ratings: removal, (Stock No. 1000035 only). SPDT Contacts: 10A at 125/250 VAC 2A at 30 VDC SPDT Cover Tamper: 3A at 250 VAC TESTING The RBVS and its associated protective monitoring system should be tested in accordance with applicable NFPA codes and standards and /orthe authority having jurisdiction (manufacturer recommends quarterlyor more frequently). FIGA INTERNAL COMPONENTS NORMALLY OPEN NORMALLY CLOSED COMMON STRAIN RELIEF NW &COVER BLACK - KO. SWITCH BUTTON TAMPER RED - N,C, LOCATION WHITE - COM ON HANDLE MOUNT SO SWITCH BUTTON IS APPROX, 1' FROM HANDLE INSIDE END PLASTIC COATING REMOVED FROM BALL VALVE HANDLE IN SWITCH BUTTON DWG #1065-1 CONTACT AREA Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146 -4161 • Phone: 800- 325 - 3936 /Canada 888 -882 -1833 • www.pottersignal.com PRINTED IN USA MFG. #5401086 - REV P PAGE 1 OF 3 9/03 I FIG. 2 IOWC 11086 -2 TYPICAL MOUNTING DIAGRAM SWITCH Clamp Clamping Bolts ENCLOSURE Small 10 -32 x 2 -1/2" 1" to 2" (25 to 50 mm)Large L" BRACKET E . ) POTTER RBVS The Symbol of Protection UNIVERSAL BALL VALVE SWITCH HEIGHT INSTALLATION ON LEVER HANDLE (SEE FIG. 2) ExT_ BRACKET and be activated by) the metal of the handle. IF NECESSARY) 1. Selectclampsand clampingbolts based upon pipe/valvesize,9.Tighten clamping screws alternatelyto an eventual 30 in-lbs. Ii see Table 1. 1 minimum) of torque. 2. Insert rubber clamp grippers into clamps, see Fig. 2.10.Maintain position of switch enclosure over valve handle 3. Place one clamp on top of pipe /ball valve near the valve WIDTH and secure bolt that holds the extension bracket to the handle and insert clamping bolts through it.clamping assembly. It may be necessary to close valve to 5' (LARGE) 4. Place other clamp over clamping bolts from beneath the access this bolt. installation and thread hex nuts onto the clamping bolts,11.Position "L" bracket so that it contacts the back edge of the but do not fully tighten, (be sure hex nuts seat properly in valve handle, and secure its bolt. It may be necessary to clamp hex recesses). ( NOTE: Some installations may require close valve to access this bolt. one of the mounting bolts to be inserted from the bottom of the 12.With the actuator fully retracted, position RBVS switch brackets and then trimmed to allow the extension bracketto enclosure to contact the valve handle squarely, see Fig. 1. clear. See Fig. 4)13.With RBVS switch enclosure held squarely in contact with 5. Attach extension bracket (if necessary to use for position-valve handle, securely tighten the two tamper resistant ing) to top clamp using Y< -20 X 3W' Hex bolt and washer, but screws on the backside of the enclosure. do not fully tighten.14.Close and open the valve to verify operation. The actuator 6. Attach "L" bracket (RBVS switch enclosure is loosely should easily retract when the valve handle is in the open attached to "L" bracket) to extension bracket using' /" -20 X position. IX" Hex bolt and washer, but do not fully tighten. 7. Be 15.Fully open the valve. sure ball valve is in the fully open position.16.Remove the coverand wire main switch and tamperswitch8. Slide loosely assembled RBVS switch enclosure to a if applicable. Carefully route tamper switch wires through position that permits the switch button to contact the valve strain relief channel in switch enclosure. Fully seat the handle approximately 1" from its inside end. See Fig. 1 for wires into the bottom of the channel. See Fig. 1. approximate location. Cut and remove the plastic coating from 17.Replace RBVS switch enclosure cover and securelytheballvalvehandletoallowtheRBVSswitchbuttontocontacttightencoverscrew. I FIG. 2 IOWC 11086 -2 TYPICAL MOUNTING DIAGRAM SWITCH Clamp Clamping Bolts ENCLOSURE Small 10 -32 x 2 -1/2" 1" to 2" (25 to 50 mm)Large L" BRACKET HEIGHT ExT_ BRACKET IF NECESSARY)I CLAMPS 1 CLAMP GRIPPERS WIDTH SMALL) 5' (LARGE) CAUTION: An uninsulated section of single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. LOCAL CIRCUIT TRANSFORMER OR BATTERY POWER N.O. SIGNAL WC DEVICE u u COVER TAMPER k RBVS CONNECTED TO THE SAME ZONE ON THE FRCP TYPICAL ELECTRICAL CONNECTIONS STYLE D (CLASS A) SUPERVISED LOOP CON. CON, N a N.O. N.C. N.O. TAMPER SWITCH CONNECTIONS COM, NA, COW P FRCP COVER EOLR KC TAMPER TABLE 1 CLAMP SIZING PipeNalve Size Clamp Clamping Bolts 1/2" to 3/4" (12,5 to 19mm)Small 10 -32 x 2 -1/2" 1" to 2" (25 to 50 mm)Large 114-20 z 4" SWITCH TERMINAL CONNECTIONS, CLAMPING PLATE TERMINAL I # CO #I OUTG010 /owc, pau - COVER TAMPER & RBVS WIRED TO SEPERATE ZONES COVERTAMPER COM N,O, rACP EOLR STYLE 8 (CLASS 8) SUPERVISED CIRCUIT TO N,C. CONTROL CON, ENO —OT —LINE RESISTORUNITRN - OWC. #1086 - COM, FACP N EOLR O, OWO, 11056 -5 I PRINTED IN USA MFG. #5401086 - REV P PAGE 2 OF 3 9/03