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Building Permit 05-0480 Fire System
DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED P�2aZo ADDRESS ewe OWNER CONTR. PHONE NO, PERMIT NO. ❑ FOOTING ❑ PLUMBING RI ❑ EX/GRADIFILLING t ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL -FINAL ❑ PLUMBING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION ❑ MECH FINAL /ool " COMMENTS : Y WORK SATISFACTORY, PROCEED ❑ CORRECT ACTION AND PROCEED ❑ CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING ;;00 Inspector: _----� _ O er/Contr: CALL 447=9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE . r: CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTI DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED 2J271b� ADDRESS OWNER CONTR. PHONE NO. PERMIT NO. ❑ FOOTING ❑ PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL ❑ FINAL ❑ PLUMBING FINAL ❑ GA INE AIR TAT ❑ SITE INSPECTION ❑ MECH FINAL aJ' �. � t-o" ed COMMENTS : ov �� e mz%x Lgo, o r -w 4o 12 of ra 1 «l�er 21,,,�l. �ime � S4rn4. 0 Mcw�. ri S.Lr lin m.� - S • �cQ c lea e coo t5 i rS ❑ WORK SATISFACTORY, PROCEED ❑ CORRECT ACTION AND PROCEED CORR W RK, CALL FOR REINSPECTION BEFORE COVERING inspecto Owner/Contr: CALL T-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE , CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTI DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED i ADDRESS OWNER CONTR. PHONE NO. PERMIT NO. ❑ FOOTING ❑ PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL } ❑ FINAL ❑ PLUMBING FINAL ❑ GASLINE AIR TST f ❑ SITE INSPECTION ❑ MECH FINAL ❑ COMMENTS . l L C 4 iz . 307 s 3 • 2s1 j 0 IB dlo IF � nrJ � Y ❑ WORK SATISFACTORY, PROCEED ❑ CORRECT ACTION AND PROCEED ❑ CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CALL 447=9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE, CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTI DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS OWNER CONTR. PHONE NO . PERMIT NO. ❑ FOOTING ❑ PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL ❑ FINAL ❑ PLUMBING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION ❑ MECH FINAL ❑ s COMMENTS , L , W c rc. cam. ot 11 : no 14 ti� Z Zai 4 7 Re c Hootook 4` r 'SFACTORY, PROCEED 'N AND PROCEED 4�L FOR REINSPECTION BEFORE COVERING Owner/Contr: NEXT INSPECTION 24 HOURS IN ADVANCE. FOR . YOUR PERSONAL HEALTH & SAFETY! INSNOTI no DATE CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS I (.p 521 ) T= ► a �f � Q], F OWNER CONTR. r PHONE NO. PERMIT NO, ❑ FOOTING ❑ PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL ' ❑ FINAL ❑ PLUMBING FINAL GASLINE Tstr ❑ SITE INSPECTION ❑ MECH FINAL i COMMENTS : t � J. r ry : x ❑ WORK SATISFACTORY, PROCEED ❑ CORRECT ACTION AND PROCEED CORRECT K LL FOR REINSPECTION BEFORE COVERING Inspector• Owner/Contr: CAL -98 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE, CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTI Y DATE CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED 2e! ADDRESS �! � (4j 7� �� I,�S p.,Q m OWNER CONTR, PHONE NO . PERMIT NO. ❑ FOOTING ❑ PLUMBING RI ❑ EX!GRAD/FILLING ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL ❑ FINAL ❑ PLUMBING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION ❑ MECH FINAL ❑ COMMENTS : LAY a i u ❑ WORK SATISFACTORY, PROCEED ❑ C EV44748)0gQ8 OCEED CORRER REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CALLE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE "l AfENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTI DATE E CITY OF PRIOR LAKE 2 INSPECTION NOTICE SCHEDULED ADDRESS J (p5 7ZO E& Cy m7 CONTR. PHONE NO. PERMIT NO. 1e>( ❑ FOOTING ❑ PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL ❑ FINAL ❑ PLUMBING FINAL 0 GASLINE AIR TST r ❑ SITE INSPECTION ❑ MECH FINAL COMMENTS , Z• l ( ` � 5 IA 4 � t s ❑ WORK SATISFACTORY, PROCEED ❑ CORRE *AND PROCEED CORRELL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CALR THE NEXT INSPECTION 24 HOURS IN ADVANCE, COOE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTI DATE TI E �I CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS C) OWNER CONTR . PHONE N0 , PERMIT NO. ❑ FOOTING ❑ PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL ❑ FINAL ❑ PLUMBING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION ❑ MECH FINAL �L - COMMENTS : vo '5 c G S ` ice �� •- � tS � � l . ;l �� eamlw lol 74 le, -Cr 7' ❑ WORK SATISFACTORY, PROCEED G.... ..�RR€CT ACTION AND PROCEED ❑ CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CALL 447 =9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE , CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETYI INSNOTI November 15 , 2001 Ron Hemmerding RHA Architects Inc . 104 East Germain St . St . Cloud, MN 56304 RE : Lot 3 ; 54 Unit Creekside Apartments Tranquility cou Following are the results of the preliminary plan review for Apartment building . Our review was based on the Minnesota which adopted with amendments the 1997 Uniform Buildin regulations of the Minnesota Accessibility Code Chapter 1341 . Minnesota State Fire Code (MSFC) , which adopted with amen Code (UFC) . 1 . Submit signed architectural, structural , sprinkler standpipe p issued . Submit signed HVAC , plumbing, fire/smoke alarm, en sprinkler plans . May be submitted at a later date . 2 . Submit a building permit . Submit 2 additional building plan staff. 3 . Complete a Building Code analysis for the building . Include tl a. Occupancy Classification and separations . Classification : R4 Apartment House, S -3 Parking Garal description of a S4 occupancy) . Separation : 2 hour Between R- 1 and S - 3 . UBC Table 3 -13 d. Location on Property . North 48 ' - 7 ' ; East 25 ' , South 30 ' + 6( Public Way. Open Yards : 3 sides open 48 ' -7 "-20 ' =28 . 41666 Allowable increase 71 % for open area on 3 sides . e . Allowable Area Increases . 1 . Total Allowable Building Area: Basic Stories 105500 x2 21 ,000 a Actual : 1 ' 21 ,014 ; 2"d 20, 337 ; 3rd 20, 570 ; total SF= 61 , 92lu 2 . Total Allowable first floor area : Basic Sprinkled 10 , 500 x3 31 , 500 Actual 1 " 21 , 014 under 53 , 865 o . k. 3 . Total allowable second floor area: Basic Sprinkled 10, 500 x2 21 , 000 Actual 2"d 20, 337 ; 3rd 20, 570 . Largest floor 20, 570 under 3 Notes : 1 . A NFPA 13 system is required for fire department system was to be used, then the sprinkler increases for the fol would not be allowed. UBC 904 . 1 . 3 . 2 . Explain use of two-hour area separation wall . f. Height and Number of stories . Actual 32 ' allowed 50 ' g . Occupant load and Exiting . All units have 2 occupants per bed Tota 18 units ea. fl Occl 1ST 60 2"d 60 34 Activity 3rd 60 96 Party room 2 . Interior non-bearing walls, Roof-ceilings : 3 . Floor- ceilings : 2-hr 4 . Shafts (Elevator, Stairways, 1 -hr walls ani Flues , Heating ducts , Bathroom 1 -hr walls ar Exhaust Fans , plumbing risers 2-hr bearin€ sprinkler risers , electrical risers, Elevator lobbies) 5 . Elevator equipment room : 1 -hr walls a 4 . An S . A. C . determination must be completed by the Commission. Contact Jody Edwards at 651 . 602 . 1113 . 5 . Submit a signed Certificate of Survey showing building locati 6 . Submit Energy Envelope Calculations . MN Energy Code 767 ( 7 . Provide testing documentation indicating that exterior anc floors , I Joists , and roof truss construction meets one-hour f: Shaft walls and elevator walls meet one-hour fire resist. occupancy, and concrete block bearing walls in basement S -3 hour rating. Clear span floor/ceiling, supporting beams and a in S - 3 occupancy to meet two-hour fire resistive construction Note : The information supplied for Lot 1 may be able to be components are the same for this building . 8 . Provide documentation listing that construction (floors a Transmission Control ratings by field-testing and by design. 12 11 . Detail 1 /A10, 2/A10 , 2"d and 3 ' floor framing : all stairwell *FVa fire resistive construction continuously thru floor framinE 12 . Install fire extinguishers rated 2Al OBC in Parking Garage . i 13 . Sht A7 : Class B or A roofing is required. UBC Table 15 -A . 14 . At time of mechanical contractors submitting separ contractors are to provide details of penetration firestopping resistive Joints, 708 Draft stops , 709 Penetrations of plumbi flues, heating pipes ventilation, exhaust pipes , electrical an 710 Floor Ceilings (plumbing pipes , plumbing "p" traps) , am 15 . Post occupant load sign in Party Room , UBC-10072:6' 16 . Provide testing documentation for Attic access and fire extir 1 -hr fire rating . 17 . Provide 96 " clearance height in underground parking fc response apparatus . 18 . Sht S5 : Show draftstopping locations . 19 . Provide attic ventilation specifications and calculations . UB ( 20 . How will 1 -hr fire-resistive construction at mail boxes in roo 21 . Elevator floor size of not less than 80"x54" . MSBC 1307 . 00 22 . Sht . A2 . 1 : What type of fuel is used for fireplace in Lobby M 23 . Provide fire-resistive construction behind and below all tub e 24 . Sht S 1 : Provide all wood species . 25 . Structural engineer to sign all stairway framing connect corridor floor connection to I Joists, Sht . S1 indicate concrete with vertical reinforcement . 26 . Clarify discrepancies pertaining to Architectural plans Structural indicate floor trusses . 27 . Clarify discrepancy pertaining to Detail 1 /A9 stating 2x6 exti 2/S3 states 16 " o . c . 31 . Structural plans show a trash chute, Architectural plans do n 32 . Structural engineering required on retaining wall over 4 feet 33 . Provide address numbers on building . UBC 502 . 34 . Detail 12/A5 Indicate Vertical grab bar horizontal din 1341 . 0456 35 . If provided, interior HDCP van parking stalls require an ace the building with a vertical clearance height of 98 inches . MSI The Code requires only one van space per eight accessible sl Item E Subitem (2) . 36 . HDCP parking to be dispersed between interior and exteri 1341 . 0403 Item E Sub item 1 . 37 . Siamese connection and enunciator panels to be locate buildings . 38 . Provide not less than one standpipe for use during constru permit required before building permit issued. UBC 904 . 6 . 2 This is a preliminary review only. Other code items will be ot plans are submitted . City staff will complete a review when a 1 for. Call if there are any questions, call at 952 -447- 9851 . Sincerely, Robert D . Hutchins Building Official Cc . Roy Denne Lumber One John Mesenbrink •auj `ar.claala s4n0 d'antaa `aut uco.[f paau pinorat no(( ivgl uorinuuofw alow dun sr a.cayl f! AMY aw lal asnald *woi'Sulmoa aq of snit at ayl uoynaol ayj ino pnar waisds ayi iny1 a.cns a4vw of walarfs ayj palsal osln at •guipynq ayj tq rmomp a4ows dlana pun yana fb 2urjjas Knq tualsds ayj paisai aAj '900 ,7 `pu,7 inn qad uo d'undwoj ar.tjaaly synp dnq palsal dly2noinoyj snot 1.tnoo i !I!nbuvil O ,7S9I In palnaol walsdS urtnlV and ayl Inyz Atoual nod /al of iazlal alaurb n sr snqj "uosnaID av" 9002 `£ I 0vtuqad 9f- Rj-, £ g (Fgj xvd FR %9-9WJ [9) al{oyd 6ItSS upV 'ploduauuty al.ciaa1g SI DO 2� add , Fire Protection by Computer Design DESIGN LINE FIRE PROTECTION RAMSEY MN 763-274-0768 Job Name CREEKSIDE Building REMOTE # 1 Location 16520 TRANQUILLITY COURT, PRIOR LAKE, MN System 1 Contract Data File PRIOR1 .WXF DESIGN LINE FIRE PROTECTION Page 1 CREEKSIDE Date Hydraulic Design Information Sheet Name - CREEKSIDE ESTATES Date - 9 / 7 / 05 Location - 16520 TRANQUILLITY COURT , PRIOR LAKE , MN Building - REMOTE # 1 System No . - 1 Contractor - SECURITY FIRE SPRINKLER Contract No . - Calculated By - BRUCE THOMAS Drawing No . - 3 Construction : ( X ) Combustible ( ) Non - Combustible Ceiling Height - VARIES Occupancy - S ( X ) NFPA 13 ( X ) Lt . Haz . Ord . Haz . Gp . ( ) 1 ( ) 2 ( ) 3 ( ) Ex . Haz . Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 2535 System Type Sprinkler / Nozzle Density - 0 . 1 ( ) Wet Make CENTRAL D Area Per Sprinkler - 130 ( X ) Dry Model TY - FRB E Elevation at Highest Outlet - 46 . 5 ( ) Deluge Size 1 / 2 " S Hose Allowance - Inside - 0 ( ) Preaction K- Factor 5 . 6 I Rack Sprinkler Allowance - 0 ( ) Other Temp . Rat . 200 G Hose Allowance - Outside - 100 N Note REMOTE # 1 Calculation Flow Required - 617 . 01 Press Required - 77 . 682 At Test Summary C - Factor Used : 100 Overhead 140 Underground W Water Flow Test : Pump Data : Tank or Reservoir : A Date of Test - 8 / 17 / 05 Cap . - T Time of Test - Rated Cap . - Elev . - E Static Press - 88 @ Press - R Residual Press - 80 Elev . - 1 Well Flow - 1465 Proof Flow S Elevation - 1 U P Location - SITE P L Source of Information - FLOW TEST WAS TAKEN Y C Commodity Class Location O Storage Ht . Area Aisle W . M Storage Method : Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven . Pallet ( ) Auto . Storage ( ) Encap . S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult . Row ( ) Open Shelf O C R K Flue Spacing Clearance : Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided : m G � m c cn cn m v 0 m U) a t m G) ct O o 0 0 0 0 0 0 0 0 0 0 0 0 0 z NN � Nv �- C Np mZ MC MMC 0o D j mmvC o ' cc0 � R�1 0 vv � c U CD -n 0 Cc (D O N 0 (D "Wi . . . . O –' 00 00 z Mtb. O 00 00 cn 0) O — — O -) n O _ O G O (D O TI 0 r Q O 3 (1) _ < z _ > o a , o @ 0 (D 0 3 0 m 0 C CL N S N 3 z c rn D 0 W cnvz = vvv 0 OyD N WO O NNS(D I W N U) (D CD Cl) cn m � ln vD < (D N CD (D Q (D fD Al cQ33o33o 5' om %j : Mumma M CL 0 3 " c � OD o a (D . . . . . . . . . . . . . . 0) � � 0� w � 0 * gym v '0 000 000 � � W a "0 N O) (D . atings Summary DESIGN LINE FIRE PROTECTION Page 3 CREEKSIDE Date Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H 45' Grvd-Vic Elbow I 90' Grvd-Vic Elbow J 90' Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N PVC Standard Elbow O PVC Tee Branch P PVC 45' Elbow Q Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow V 90' Firelock Elbow W Wafer Check Valve X 90' Firelock Tee Y Mechanical Tee Z Flow Switch ictings Summary DESIGN LINE FIRE PROTECTION Page 4 Date CREEKSIDE Unadjusted Fittings Table 1 /2 3/4 1 11 /4 11 /2 2 21 /2 3 31 /2 4 A 7 . 7 21 . 5 17.0 B 7. 0 10.0 12. 0 C 1 .0 1 .0 1 .0 1 .0 1 .0 1 . 0 ISO Ito 9 . 5 Ito 1 0 17.0 28. 0 D E 2.0 2 .0 2 .0 3.0 4.0 5 . 0 6 . 0 7 .0 8 . 0 10 .0 F 1 .0 1 .0 1 . 0 1 . 0 2 .0 2 .0 3.0 3.0 3 . 0 4.0 G 1 .0 1 . 0 1 .0 1 .0 2.0 H 1 . 0 1 . 5 2 .0 2 . 0 3.0 3.0 3 . 5 3. 5 1 2 . 0 3.0 4.0 3. 5 6 . 0 5.0 8 .0 7 . 0 J 4. 5 6 . 0 8 .0 8 . 5 10. 8 13. 0 17 . 0 16. 0 K 14 . 0 14. 0 L 1 .0 1 .0 2 .0 2 .0 2 . 0 3 . 0 4. 0 5.0 5. 0 6.0 M 2. 0 2 . 0 3 . 0 3 .0 4.0 5 .0 6 .0 6. 0 8 .0 N 7 .0 7 .0 7. 0 8.0 9.0 11 .0 12.0 13 . 0 O 3 .0 3 .0 5 .0 6.0 8 . 0 10 . 0 12.0 15.0 p 1 .0 1 .0 1 .0 2 . 0 2 .0 2.0 3 . 0 4. 0 Q 35. 0 18 . 0 29 . 0 R 1 . 0 1 .0 1 . 0 1 .0 1 .0 1 .0 2 .0 2.0 S 4.0 5.0 5 . 0 7. 0 9.0 11 . 0 14.0 16 . 0 19 .0 22 .0 T 3. 0 4.0 5.0 6 .0 8 .0 10.0 12 . 0 15 . 0 17.0 20 . 0 U 1 . 8 2.2 2 .6 3 .4 V 3 . 5 4.3 5.0 6. 8 10.3 W X 8.5 10.8 13 .0 16 . 0 Y 2.0 4.0 5.0 6. 0 8.0 10 .5 12. 5 15. 5 22.0 Z 2 .0 2 . 0 2 .0 3.0 4 .0 5.0 6 .0 7 .0 8.0 1060 5 6 8 10 12 14 16 18 20 24 A 17.0 27 .0 29 . 0 B 9 .0 10.0 12.0 1960 21 .0 C 1 .0 1 . 0 110 1 . 0 1 .0 1 .0 1 . 0 1 . 0 1 . 0 1 . 0 D 47.0 E 12.0 14.0 18 . 0 22.0 27.0 35.0 40.0 45 .0 50.0 61 . 0 F 5.0 7.0 9.0 11 .0 13.0 17 . 0 19.0 21 .0 24. 0 28.0 G 2 . 0 3.0 4.0 5 .0 6 .0 7.0 8.0 10,0 11 .0 13 ,0 H 4. 5 5. 0 6 . 5 8. 5 10.0 18.0 20.0 23.0 25. 0 30. 0 1 8. 5 10.0 13 . 0 17 .0 20. 0 23 . 0 25.0 33.0 36 . 0 40.0 J 21 . 0 25.0 33.0 41 . 0 50.0 65.0 78 . 0 88 . 0 98.0 120 . 0 K 36. 0 55 . 0 45.0 L 8.0 9.0 13.0 16 . 0 18.0 24.0 27 . 0 30 .0 34.0 40 . 0 M 10. 0 12.0 16.0 1910 22.0 N O P Q 33.0 R S 27 .0 32 .0 45. 0 55.0 65.0 76.0 87.0 98.0 109 . 0 130.0 T 25 .0 . 0 35.0 50 . 0 60.0 71 . 0 81 .0 91 . 0 101 .0 121 . 0 30 u 4.2 5.0 5.0 V 8 . 5 10.0 13 . 0 W 13. 1 31 . 8 35. 8 27 .4 X 21 . 0 25 .0 33.0 Y Z 12 .0 14. 0 18. 0 22 . 0 27 .0 35. 0 40. 0 45. 0 50. 0 61 . 0 , zssure / Flow Summary - STANDARD DESIGN LINE FIRE PROTECTION Page 5 Date CREEKSIDE Node Elevation K-Fact Pt Pn Flow Density Area PRress No Actual Actual g . 1 40. 5 5 . 6 12. 04 na 19 .43 . 1 130 7.0 2 40 . 5 5.6 12.39 na 19 .71 . 1 130 7 . 0 3 40.5 14 .24 na 4 41 .0 5.6 13.3 na 20. 42 . 1 130 7 . 0 5 40 . 5 14.26 na 6 44.0 5.6 11 . 16 na 18 .71 . 1 130 7 .0 7 41 .0 5 .6 12 .79 na 20. 03 . 1 130 7 .0 8 40. 5 14.47 na 9 40. 5 5.6 14. 22 na 21 . 12 . 1 130 7.0 10 40.5 14. 58 na 11 40 . 5 5. 6 14. 18 na 21 .08 . 1 130 7 . 0 12 40 . 5 14. 89 na 13 41 .0 5 .6 13 . 9 na 20 . 88 1 130 7 .0 14 40.5 14. 9 na 15 40.5 5.6 14. 34 na 21 . 21 . 1 130 7 . 0 16 40. 5 14.61 na 17 40. 5 14.96 na 18 44.0 5 .6 11 . 68 na 19. 13 . 1 130 7 . 0 19 41 .0 5 . 6 13.32 na 20 .44 . 1 130 7.0 20 40 .5 15 . 06 na 21 40.5 16 .55 na 22 40.5 5.6 20.93 na 25 .62 . 1 130 7.0 23 40.5 23. 11 na 24 41 .0 5.6 19. 85 na 24. 95 . 1 130 7. 0 25 41 .0 5 .6 20. 53 na 25.37 . 1 130 7 . 0 26 41 .0 21 .71 na 27 40.5 23 . 17 na 28 44 . 0 5 .6 21 .41 na 25 . 91 . 1 130 7. 0 29 44.0 21 .75 na 30 40 . 5 23.81 na 31 41 .0 5.6 20.97 na 25 . 65 . 1 130 7.0 32 41 .0 5 .6 21 .69 na 26. 08 . 1 130 7.0 33 41 .0 22 . 93 na 34 40. 5 24.45 na 35 44.0 5.6 22 . 33 na 26 .46 . 1 130 7.0 36 44.0 22. 69 na 37 40.5 24.77 na 38 40.5 26.46 na 39 46 .5 8 22.6 na 38 .03 . 1 380 22.6 40 46.5 8 22.83 na 38 . 22 . 1 380 22. 6 41 46.5 8 23.23 na 38 . 56 . 1 380 22 . 6 42 46. 5 25 . 16 na 43 46. 5 25.65 na 44 46.5 26. 14 na 45 46.5 26. 63 na 46 40. 5 26.61 na 47 40. 5 26 . 85 na 48 40. 5 27.27 na 49 40 . 5 27 .76 na 50 40 . 5 28.25 na 51 40. 5 28.74 na 52 40. 5 29.22 na 53 40. 5 34 .82 na 54 40 . 5 37.64 na 55 40.5 38.57 na 56 8.0 55 . 93 na TR 8.0 61 . 55 na DV 4 .0 65.75 na BR 2 .0 69. 18 na UG 10 75 .67 na HYD 1 . 0 77. 01 na 100 . 0 ST 1 .0 77.68 na . .ow Summary - Standard DESIGN LINE FIRE PROTECTION Page 6 CREEKSIDE Date Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Req . The maximum velocity is 19 . 56 and it occurs in the pipe between nodes 21 and 38 IF anal Calculations - Standard Page 7 DESIGN LINE FIRE PROTECTION Date CREEKSIDE DiaFitting Pipe Pe Pv Notes . ****** Hyd . Qa or Ftng s Ref. CTotal Pf Fin Point Qt Pf/UL Eqv . Ln . 19 . 43 1 . 452 0 . 0 10 . 000 12 . 036 K Factor = 5 . 60 1 0 . 0 0 . 0 0 . 0 to 100 10 . 000 0 . 355 Vel = 3 . 76 0 2 19 . 43 0 . 0355 0 K Factor = 5 .60 1 T 5 .486 6 . 000 12 . 391 2 19 . 71 1 0 . 0 to 10000 1 E 2 . 743 8 . 232 1 . 845 Vel = 7 . 58 3 39 . 14 0 . 1296 0 . 0 14 . 232 0 . 0 2 . 154 0 . 0 1 . 500 14 . 236 3 0 . 0 0 . 0 0 . 0 to 100 1 . 500 0 . 028 Vel = 3 . 45 5 39 . 14 0 . 0187 0 . 0 0 . 0 14 . 264 K Factor = 10 . 36 39 . 1413 299 K Factor = 5 .60 4 20 ,42 1 .452 1T 5 .486 11 . 000 32 0 . 217 to 100 1 E 2 . 743 8 . 2 0 .748 Vel = 3 . 96 5 20 .42 0 . 0389 0 . 0 19 . 232 39 . 14 2 . 154 0 . 0 5 . 000 14 .264 5 0 0 . 0 0 . 0 to 100 5 . 000 0 . 207 Vet Went 5 . 24 8 59 . 56 0 . 0414 0 . 0 K Factor = 15 . 66 0 . 0 14 . 471 59 . 56 11 . 163 K Factor = 5 .60 g 18 .71 1 .452 0 . 0 10 . 000 1 .299 100 0 . 0 0 . 0 Vel = 3 .63 to 10 p . p . 000 0 . 331 18 . 71 0 . 0331 K Factor = 5 .60 7 - 7 20 . 03 1 .452 1T 5 .486 6 . 000 12 . 793 0 . 0 5 .488 0 . 217 to 1 . 461 Vel = 7 . 51 100 8 38 . 74 0 . 1272 0 . 0 11 .488 59 . 56 2 . 154 0 . 0 1 . 000 14 .471 . 0 0 . 0 0 . 0 to 100 1 . 000 0 . 104 Vel = 8 . 65 10 98 . 3 0 . 1040 0 . 0 K Factor = 25 . 75 0 . 0 14 . 575 98030 3 . 000 14 .224 K Factor = 5 . 60 g 21 . 12 1 .452 1T 06015V4 5 .488 p , 0 to 100 0 . 0 Vel = 4 . 09 10 21 . 12 0 . 0414 0 . 0 8 .488 0 . 351 10 98 . 30 2 . 154 IT 8 .724 4. 500 14 . 575 100 0 . 0 8 '728 0 * 0 Vel = 10 . 51 to p . p 13 . 228 1 . 979 21 119 . 42 0 . 1496 0 . 0 16 . 554 K Factor = 29 . 35 119 . 42K Factor = 5 . 60 11 21 . 08 1 .452 1T 5 . 486 9 . 000 14 , 176 76 to 100 1 E 2 .743 8 . 232 Vel = 4 . 08 1 . 08 0 . 0413 0 . 0 17 . 232 0 . 711 12 21 to 2 . 154 0 . 0 2 . 000 14 . 887 12 0 . 0 0 . 0 0 . 0 to 100 0 . 012 Vel = 1 . 86 14 21 . 08 0 . 0060 0 . 0 2 . 000 K Factor = 5 .46 0 . 0 14w899 21 . 08 K Factor = 5 .60 13 20 . 88 1 .452 1T 5 . 486 11 . 000 13 . 903 100 1 E 2 . 743 8 . 232 0 . 217 to p 779 Vel = 4 . 05 14 20 . 88 0 . 0405 0 . 0 19 . 232 . . di Calculations - Standard DESIGN LINE FIRE PROTECTION Page 8 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng 's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 14 21 . 08 2 . 154 0 . 0 3 . 000 14 . 899 to 100 0 . 0 0 . 0 0 . 0 17 41 . 96 0 . 0217 0 . 0 3 . 000 0 . 065 Vel = 3 . 69 0 . 0 41 . 96 14 . 964 K Factor = 10 . 85 15 21 . 21 1 .452 1T 5 .486 1 . 000 14 . 339 K Factor = 5 . 60 to 100 0 . 0 5 . 488 0 . 0 16 21 . 21 0 . 0418 0. 0 6 .488 0 . 271 Vel = 4 . 11 16 0. 0 1 . 452 1T 5 . 486 3 . 000 14 . 610 to 100 0 . 0 5 . 488 0 . 0 17 21 . 21 0 . 0417 0 . 0 8 . 488 0 . 354 Vel = 4. 11 17 41 . 96 2 . 154 0 . 0 2 . 000 14 . 964 to 100 0 . 0 0 . 0 0 . 0 20 63 . 17 0 . 0460 0 . 0 2 . 000 0 . 092 Vel = 5 . 56 0 . 0 63 . 17 15 . 056 K Factor = 16 . 28 18 19 . 13 1 . 452 0 . 0 10 . 000 11 . 675 K Factor = 5 . 60 to 100 0 . 0 0 . 0 1 .299 19 19 . 13 0 . 0346 0 . 0 10 . 000 0 . 346 Vel = 3 . 71 19 20 . 44 1 . 452 1T 5 .486 6 . 000 13 . 320 K Factor = 5 . 60 to 100 0 . 0 5 .488 0 .217 20 39. 57 0 . 1322 0 . 0 11 . 488 1 . 519 Vel = 7 . 67 20 63 . 17 2 . 154 1T 8 . 724 4 . 500 15 . 056 to 100 0 . 0 8 . 728 0 . 0 21 102 . 74 0 . 1132 0 . 0 13 .228 1 .498 Vel = 9 . 05 21 119 . 43 2 . 154 0 . 0 21 . 000 16 . 554 to 100 0 . 0 0 . 0 0 . 0 . 38 222 . 17 0 .4716 0 . 0 21 . 000 9 . 904 Vel = 19 . 56 0 . 0 222 . 17 26 .458 K Factor = 43 . 19 22 25 . 62 1 . 452 1 T 5 . 486 26 . 000 20 . 926 K Factor = 5 . 60 to 100 2E 2 . 743 10 . 976 0 . 0 23 25 . 62 0 . 0592 0 . 0 36 . 976 2 . 188 Vet = 4 . 96 23 0 . 0 2 . 154 0 . 0 6 . 000 23 . 114 to 100 0 . 0 0 . 0 0 . 0 27 25 .62 0 . 0087 0 . 0 6 . 000 0 . 052 Vel = 2 .26 0 . 0 25 . 62 23 . 166 K Factor = 5 . 32 24 24 . 95 1 . 452 0 . 0 12 . 000 19 . 852 K Factor = 5 . 60 to 100 OA 0 . 0 0 . 0 25 24 . 95 0 . 0564 0 . 0 12 . 000 0 . 677 Vel = 4 . 83 25 25 . 37 1 . 452 1 E 2 . 743 3 . 000 20 . 529 K Factor = 5 . 60 to 100 0 . 0 2 . 744 0 . 0 26 50 . 32 0 . 2063 0 . 0 5 . 744 1 . 185 Vel = 9 . 75 26 0 . 0 1 . 452 1 T 5 . 486 0 . 500 21 . 714 to 100 0. 0 5 . 488 0 . 217 27 5032 0 . 2062 0 . 0 5 . 988 1 . 235 Vel = 9 . 75 gal Calculations - Standard DESIGN LINE FIRE PROTECTION Page 9 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng 's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 27 25 . 62 2 . 154 0 . 0 10 . 000 23 . 166 to 100 0 . 0 0 . 0 0 . 0 30 75 . 94 0 . 0648 0 . 0 10 . 000 0 . 648 Vel = 6 . 69 0 . 0 75 . 94 23 . 814 K Factor = 15 . 56 28 25 . 91 1 .452 1 E 2 . 743 3 . 000 21 . 408 K Factor = 5 . 60 to 100 0 . 0 2 . 744 0 . 0 29 25 . 91 0 . 0604 0 . 0 5 . 744 0 . 347 Vel = 5 . 02 29 0 . 0 1 .452 1 T 5 . 486 3 . 500 21 . 755 to 100 0 . 0 5 .488 1 . 516 30 25 . 91 0 . 0604 0 . 0 8 . 988 0 . 543 Vel = 5 . 02 30 75 . 94 2 . 154 IT 8 . 724 15 . 000 23 . 814 to 100 0 . 0 8 . 728 0 . 0 38 101 . 85 0 . 1114 0 . 0 23 . 728 2 .644 Vel = 8 . 97 0 . 0 101 . 85 26 .458 K Factor = 19 . 80 31 25 . 65 1 . 452 0 . 0 12 . 000 20 . 975 K Factor = 5 . 60 to 100 0 . 0 0 . 0 0 . 0 32 25 . 65 0. 0592 0 . 0 12 . 000 0 . 711 Vel = 4 . 97 32 26 . 08 1 .452 1 E 2 . 743 3 . 000 21 .686 K Factor = 5 . 60 to 100 0 . 0 2 . 744 0. 0 33 51 . 73 0 . 2171 0 . 0 5 . 744 1 . 247 Vel = 10 . 02 33 0 . 0 1 . 452 IT 5 .486 0 . 500 22 . 933 to 100 0 . 0 5.488 0 . 217 34 51 . 73 0 .2171 0 . 0 5 . 988 1 . 300 Vel = 10. 02 34 0 . 0 2 . 154 0 . 0 10 . 000 24 .450 to 100 0 . 0 0 . 0 0 . 0 37 51 . 73 0. 0318 0 . 0 10 . 000 0 . 318 Vel = 4 . 55 0 . 0 51 . 73 24 . 768 K Factor = 10 . 39 35 26 . 46 1 .452 1 E 2 . 743 3 . 000 22 . 327 K Factor = 5 . 60 to 100 0 . 0 2 . 744 0 . 0 36 26 .46 0 . 0628 0 . 0 5 . 744 0 . 361 Vel = 5 . 13 36 0 . 0 1 . 452 1 T 5 .486 3 . 500 22 . 688 to 100 0 . 0 5 .488 1 . 516 37 26 . 46 0 . 0628 0 . 0 8 . 988 0 . 564 Vel = 5 . 13 37 51 . 73 2 . 154 IT 8 . 724 16 . 000 24 . 768 to 100 0 . 0 8 . 728 0. 0 38 78 . 19 0 . 0683 0 . 0 24 . 728 1 .690 Vel = 6 . 88 38 324 . 01 4 . 26 0 . 0 3 . 000 26 . 458 to 100 0 . 0 0 . 0 0 . 0 46 402 . 2 0 . 0510 0 . 0 3 . 000 0 . 153 Vel = 9 . 05 0 . 0 402 . 20 26 . 611 K Factor = 77 . 97 39 38 . 03 1 .452 1 T 5 . 486 6 . 000 22 . 600 K Factor = 8 . 00 to 100 0 . 0 5 . 488 2 . 599 46 38 . 03 0 . 1229 0 . 0 11 . 488 1 . 412 Vel = 7. 37 0 . 0 anal Calculations - Standard DESIGN LINE FIRE PROTECTION Page 10 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Fin 38 . 03 26 . 611 K Factor = 7 . 37 40 38 . 22 1 .452 1 T 5 . 486 6 . 000 22 . 828 K Factor = 8 . 00 to 100 0 . 0 5 .488 2 . 599 47 38 . 22 0 . 1240 0 . 0 11 .488 1 . 425 Vel = 7 . 41 0 . 0 38 . 22 26 . 852 K Factor = 7 . 38 41 38 . 56 1 .452 1 T 5 .486 6 . 000 23 . 228 K Factor = 8 . 00 to 100 0 . 0 5 . 488 2 . 599 48 38 . 56 0 . 1260 0 . 0 11 .488 1 . 448 Vel = 7 .47 0 . 0 38 . 56 27 . 275 K Factor = 7 . 38 42 0 . 0 1 . 452 1T 5 .486 6 . 000 25 . 164 0 . 0 to 100 0 . 0 5 .488 2 . 599 0 . 0 49 0 . 0 0 . 0 0 . 0 11 .488 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 27 . 763 K Factor = 0 43 0 . 0 1 .452 1 T 5 . 486 6 . 000 25 .651 0 . 0 to 100 0 . 0 5 . 488 2 . 599 0 . 0 50 0 . 0 0 . 0 0 . 0 11 .488 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 28 . 250 K Factor = 0 44 0 . 0 1 . 452 1T 5 . 486 6 . 000 26 . 139 0 . 0 to 100 0 . 0 5 .488 2 . 599 0. 0 51 0 . 0 0 . 0 0 . 0 11 . 488 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 28 . 738 K Factor = 0 45 0 . 0 1 .452 1T 5 . 486 6 . 000 26 . 626 0 . 0 to 100 0 . 0 5 .488 2 . 599 0 . 0 52 0 . 0 0. 0 0 . 0 11 . 488 0. 0 0 . 0 Vel = 0 0 . 0 0 . 0 29 . 225 K Factor = 0 46 440 . 23 4 . 26 0 . 0 4 . 000 26 . 611 to 100 0 . 0 0 . 0 0 . 0 47 440 . 23 0 . 0602 0 . 0 4 . 000 0 . 241 Vel = 9 . 91 47 38 . 23 4 . 26 0 . 0 6 . 000 26 . 852 to 100 0 . 0 0 . 0 0 . 0 48 478 .46 0 . 0705 0 . 0 6 . 000 0 .423 Vel = 10 . 77 48 38 . 55 4 . 26 0 . 0 6 . 000 27 . 275 to 100 0 . 0 0 . 0 0 . 0 49 517 . 01 0 . 0812 0 . 0 6. 000 0 . 487 Vel = 11 . 64 49 0 . 0 4 . 26 0 . 0 6 . 000 27 . 762 to 100 0 . 0 0 . 0 0 . 0 50 517 . 01 0 . 0813 0 . 0 6 . 000 0 .488 Vel = 11 . 64 50 0 . 0 4 . 26 0 . 0 6 . 000 28 . 250 to 100 0 . 0 0 . 0 0 . 0 51 517 . 01 0 . 0812 0 . 0 6 . 000 0 . 487 Vel = 11 . 64 51 0 . 0 4 . 26 0 . 0 6. 000 28 . 737 to 100 0 . 0 0 . 0 0 . 0 52 517 . 01 0 . 0813 0 . 0 6 . 000 0 . 488 Vel = 11 . 64 aminal Calculations - Standard DESIGN LINE FIRE PROTECTION Page 11 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 52 0 . 0 4 . 26 1 T 18 . 795 50 . 000 29 .225 to 100 0 . 0 18 . 803 0 . 0 53 517 . 01 0 . 0813 0 . 0 68 . 803 5 . 591 Vel = 11 . 64 53 0 . 0 4 . 26 1 T 18 . 795 16 . 000 34 . 816 to 100 0 . 0 18 . 803 0 . 0 54 517 . 01 0 . 0813 0 . 0 34 . 803 2 . 828 Vel = 11 . 64 54 0 . 0 4 . 26 1 E 9 . 397 2 . 000 37 . 644 to 100 0 . 0 9 . 401 0 . 0 55 517 . 01 0 . 0813 0 . 0 11 .401 0 . 927 Vel = 11 .64 55 0 . 0 4 .26 1 E 9. 397 31 . 000 38 . 571 to 100 0 . 0 9 .401 14 . 076 56 517 . 01 0 . 0813 0 . 0 40 .401 3 .283 Vel = 11 . 64 56 0 . 0 4 . 26 3E 9 . 397 41 . 000 55 . 930 to 100 0 . 0 28 . 204 0 . 0 TR 517 .01 0 . 0813 0 . 0 69 . 204 5 . 623 Vel = 11 . 64 TR 0 . 0 4 . 26 1 D 26 . 313 4 . 000 61 . 553 to 100 0 . 0 26 . 324 1 . 732 DV 517 . 01 0 . 0813 0. 0 30 . 324 2 .465 Vel = 11 . 64 DV 0 . 0 4 . 26 1 B 15 . 8 2 . 000 65 . 750 to 120 1T 26 . 334 42 . 134 0 . 866 BR 517. 01 0 . 0580 0 . 0 44. 134 2 . 560 Vel = 11 .64 BR 0 . 0 4 . 026 2G 2 . 0 3 . 000 69 . 176 to 120 1 T 20 . 0 24 . 000 4 .433 * Fixed loss = 4 UG 517 . 01 0 . 0764 0. 0 27 . 000 2 . 062 Vel = 13 . 03 UG 0 . 0 6 . 16 2E 20 . 084 140 . 000 75.671 to 140 IG 4 . 304 44 .472 0 . 0 HYD 517 . 01 0 . 0072 0 . 0 184 .472 1 . 335 Vel = 5 . 57 HYD 100 . 00 6 . 16 1 G 4. 304 20 . 000 77 . 006 Qa = 100 to 140 IT 43 . 037 47 . 341 0 . 0 ST 617. 01 0 . 0100 0 . 0 67 .341 0 . 676 Vel = 6 . 64 0 . 0 617 . 01 77.682 K Factor = 70 . 01 Fire Protection by Computer Design DESIGN LINE FIRE PROTECTION RAMSEY MN 763-274-0768 Job Name : CREEKSIDE Building REMOTE #3 Location 16520 TRANQUILLITY COURT PRIOR LAKE, MN System 2 Contract Data File PRIOR3 . WXF DESIGN LINE FIRE PROTECTION Page 1 CREEKSIDE Date HVdraulic Design Information Sheet Name - CREEKSIDE ESTATES Date - 9 / 7 / 05 Location - 16520 TRANQUILLITY COURT PRIOR LAKE , MN Building - REMOTE # 3 System No . - 2 Contractor - SECURITY FIRE SPRINKLER Contract No . - Calculated By - BRUCE THOMAS Drawing No . - 3 Construction : ( ) Combustible ( X ) Non - Combustible Ceiling Height - 8 FEET Occupancy - S ( X ) NFPA 13 ( ) Lt . Haz . Ord . Haz . Gp . ( X ) 1 ( ) 2 ( ) 3 ( ) Ex . Haz . Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - ROOM + 2 System Type Sprinkler / Nozzle Density - 0 . 15 ( X ) Wet Make CENTRAL D Area Per Sprinkler - 130 ( ) Dry Model TY - FRB E Elevation at Highest Outlet - 37 . 5 ( ) Deluge Size 1 / 2 " S Hose Allowance - Inside - 0 ( ) Preaction K- Factor 5 . 6 I Rack Sprinkler Allowance - 0 ( ) Other Temp . Rat . 155 G Hose Allowance - Outside - 250 N Note REMOTE # 3 Calculation Flow Required - 396 . 7 Press Required - 51 . 468 At Test Summary C- Factor Used : 150 Overhead 140 Underground W Water Flow Test : Pump Data : Tank or Reservoir : A Date of Test - 8 / 17 / 05 Cap . - T Time of Test - Rated Cap . - Elev . - E Static Press - 88 @ Press - R Residual Press - 80 Elev . - 1 Well Flow - 1465 Proof Flow S Elevation - 1 U P Location - SITE P L Source of Information - FLOW TEST WAS TAKEN Y C Commodity Class Location 0 Storage Ht . Area Aisle W . M Storage Method : Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven . Pallet ( ) Auto . Storage ( ) Encap . S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult . Row ( ) Open Shelf 0 C R K Flue Spacing Clearance : Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided : OPINION Xmk m = c « $ m m m g m@ a ® 2 \ b o E E \ E R \ \ \ ACE \ \ 0 000 * L \ E k CD 2mc /CD CD � m mc � U) � c t I lo R � � 2 m ( 0) a) 7% mo E CD < 'n7 $ 0 R \ � ) CD m ƒ . . CD g � E $ E cn o g _ U) � � 0 0 ) \ CD o 0 \ \ < 2 � < > R ƒ \ 0 0 . m 0 E . R . % / � ] z z / . \ k00 « oll000 \ Wk2 \ � � � � � 2 « / / K% O >$ % ƒ mEmaMMW x ] 20 ] ] & § � ±772 / . 2 � § 2 C) J 2 w % % ±\ � / �# � � k \ CD (D» @mu « Q « 7 2KG) ƒ 27 m 2 ,- ittings Summary DESIGN LINE FIRE PROTECTION Page 3 CREEKSIDE Date Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45 ' Elbow G Gate Valve H 45 ' Grvd-Vic Elbow I 90' Grvd-Vic Elbow J 90' Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N PVC Standard Elbow O PVC Tee Branch P PVC 45' Elbow Q Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow V 90' Firelock Elbow W Wafer Check Valve X 90' Firelock Tee Y Mechanical Tee Z Flow Switch atings Summary DESIGN LINE FIRE PROTECTION Page 4 CREEKSIDE Date Unadjusted Fittings Table 1 /2 3/4 1 11 /4 11 /2 2 2112 3 31 /2 4 A 73 21 .5 170 B 70 10.0 12, 0 C 1 .0 1 .0 1 . 0 1 . 0 1 .0 1 . 0 1 . 0 1 .0 1 . 0 1 . 0 D 9 . 5 17. 0 28.0 E 2. 0 2 .0 2. 0 360 4. 0 5. 0 6 . 0 7.0 8 . 0 10 , 0 F 1 . 0 1 . 0 1 . 0 1 .0 2. 0 2 . 0 3 . 0 3.0 3 . 0 4. 0 G 1 .0 1 .0 1 . 0 1 . 0 2 .0 H 1 . 0 1 . 5 2 . 0 2 .0 3.0 3 . 0 3. 5 3 . 5 1 2 . 0 10 4.0 3. 5 6. 0 5. 0 8.0 70 J 4. 5 6.0 80 8. 5 10 . 8 13. 0 170 16.0 K 14. 0 14. 0 L 1 . 0 1 . 0 2. 0 20 2 . 0 3. 0 4. 0 5.0 5.0 6.0 M 2. 0 2 . 0 3 . 0 3 . 0 4. 0 5. 0 6 .0 6. 0 8 .0 N 7. 0 70 70 8. 0 9 . 0 11 .0 12. 0 13. 0 O 3 . 0 3 . 0 5 .0 6.0 8 .0 10.0 12. 0 15. 0 P 1 . 0 1 . 0 1 . 0 20 2 . 0 2 . 0 3 . 0 4.0 Q 18 . 0 29. 0 35. 0 R 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 .0 2.0 2 . 0 S 4. 0 5 . 0 5. 0 70 9 . 0 11 . 0 14 . 0 16 . 0 19. 0 22 . 0 T 3 . 0 4. 0 5. 0 6. 0 8 .0 10.0 12. 0 15. 0 17. 0 2040 U 1 . 8 2.2 2 .6 3A v 3 . 5 4.3 5. 0 6.8 W 10. 3 X 8 . 5 10.8 13 . 0 16 . 0 Y 2.0 4 .0 5.0 60 8 .0 10 . 5 12. 5 15.5 2200 Z 2 . 0 2 . 0 2. 0 3.0 4 .0 5 .0 6 . 0 7.0 8.0 10.0 5 6 8 10 12 14 16 18 20 24 A 17.0 270 29. 0 B 9. 0 10.0 12.0 19.0 21 .0 C 1 . 0 1 .0 1 .0 1 . 0 1 .0 1 . 0 1 .0 1 . 0 1 . 0 1 .0 D 47.0 E 12 .0 14 .0 18.0 22 . 0 27. 0 35. 0 40. 0 45.0 50.0 61 .0 F 5. 0 7.0 9 . 0 11 .0 13 . 0 17. 0 1900 21 .0 24. 0 28. 0 G 2 . 0 3.0 4.0 5 .0 6.0 70 8.0 10.0 11 . 0 13 .0 H 4.5 5 .0 6. 5 8. 5 10.0 18 .0 20.0 23. 0 25.0 30.0 1 8. 5 10.0 130 17. 0 20. 0 23. 0 25. 0 33.0 36.0 40.0 J 21 . 0 25.0 33. 0 41 .0 50.0 65 . 0 78.0 88 . 0 980 120.0 K 36 .0 55. 0 45. 0 L 8.0 9.0 13.0 16. 0 18.0 24. 0 27.0 30. 0 34 . 0 40. 0 M 10. 0 12.0 16 . 0 19.0 22 .0 N O P Q 33 .0 R S 27.0 32 .0 45. 0 55. 0 65.0 76. 0 87. 0 98.0 109. 0 130.0 T 25.0 30. 0 35. 0 500 60.0 71 .0 81 .0 91 .0 101 . 0 121 .0 U 4 .2 5.0 5 . 0 V 8. 5 10 .0 13.0 W 13. 1 31 . 8 35. 8 27A X 21 . 0 25.0 33 . 0 Y Z 12 . 0 14 . 0 18. 0 22 . 0 27 .0 35 . 0 40. 0 45 . 0 50. 0 61 . 0 ressure / Flow Summary - STANDARD DESIGN LINE FIRE PROTECTION Page 5 CREEKSIDE Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req . 1 37. 5 5.6 11 .47 na 18. 96 . 15 100 7. 0 2 37. 5 5.6 11 . 63 na 1941 . 15 100 7.0 3 37.5 5.6 13.27 na 20.4 . 15 100 7.0 4 37 . 5 5.6 9. 53 na 17. 29 . 15 100 7. 0 5 37. 5 5.6 9.67 na 17.41 . 15 100 7.0 6 37.5 5 .6 11 .05 na 18. 61 . 15 100 7. 0 7 37.5 4 .2 2003 na 18.92 . 1 160 14.5 8 37. 5 4 .2 14. 51 na 16.0 . 1 160 14.5 9 37 . 5 12 . 16 na 10 37. 5 12 . 34 na 11 37. 5 14 . 07 na 12 37. 5 10 .42 na 13 37 . 5 10. 56 na 14 37.5 12.06 na 26 37.5 24 . 82 na 27 37.5 24.82 na 28 37 . 5 25.43 na 29 37 . 5 25.43 na 31 37 . 5 25.43 na 32 37. 5 25.43 na 30 37. 5 25 .43 na 33 37. 5 25.43 na 34 37.5 24. 82 na 35 3T5 24. 82 na 36 37. 5 24 . 82 na 37 37. 5 24.82 na 46 28.0 19. 05 na 54 28.0 25.24 na 55 28.0 27.09 na 47 28.0 28. 93 na 48 28 . 0 28. 93 na 49 28. 0 28 . 93 na 50 28. 0 29. 55 na 51 28.0 29.55 na 58 28.0 29.55 na 52 28.0 29. 55 na 53 28.0 29.55 na 56 28. 0 28 . 93 na 57 28.0 28 . 93 na 59 28.0 29. 55 na 60 28.0 29.55 na 38 18 .0 33.26 na 39 18. 0 33.26 na 40 18 . 0 33.26 na 41 18 . 0 33.26 na 42 18.0 33.26 na 44 18.0 33 .26 na 45 18. 0 33 . 26 na 43 18 . 0 33.26 na 61 18.0 33.26 na 62 18. 0 33.26 na 63 18. 0 33.26 na 64 18.0 33.26 na 22 18 . 0 20. 07 na 23 18 .0 20.54 na 24 18.0 22.24 na 65 18.0 24.27 na 66 18. 0 24.74 na 25 18 . 0 33 .26 na 75 18. 0 32 . 62 na 76 18 . 0 33.7 na 67 18.0 33 . 76 na 0 - low Summary - Standard DESIGN LINE FIRE PROTECTION Page 6 CREEKSIDE Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req . 68 18.0 33. 76 na 69 18. 0 33 . 76 na 70 18 .0 33. 88 na 71 18 .0 33. 88 na 72 18.0 33 . 88 na 73 18. 0 33 . 88 na 74 18.0 33 . 88 na 15 18.0 22 .05 na 16 18.0 22.41 na 17 18 .0 22 .24 na 18 18.0 22 .96 na 19 18.0 24 . 16 na 20 18 .0 24.98 na 21 18 .0 34. 16 na 100 18. 0 36. 96 na 101 18. 0 38 . 31 na 102 8. 0 42.77 na TR 8.0 43 . 53 na BR 1 .0 46 .84 na UG 1 .0 51 . 04 na HYD 1 .0 51 . 17 na 250.0 ST 1 .0 51 .47 na The maximum velocity is 23 . 36 and it occurs in the pipe between nodes 66 and 25 . , mal Calculations - Standard DESIGN LINE FIRE PROTECTION Page 7 CREEKSIDE Date Hyde Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng 's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 1 18 . 96 1 . 104 1 E 2 . 565 5 . 000 11 . 468 K Factor = 5 . 60 to 120 0 . 0 2 . 565 0 . 0 9 18 . 96 0 . 0920 0 . 0 7 . 565 0 . 696 Vel = 6 . 35 0 . 0 18 . 96 12 . 164 K Factor = 5 . 44 2 19 . 10 1 . 104 1 E 2 . 565 5 . 000 11 . 632 K Factor = 5 . 60 to 120 0 . 0 2 . 565 0 . 0 10 19 . 1 0 . 0931 0 . 0 7 . 565 0 . 704 Vel = 6 . 40 0 . 0 19 . 10 12 . 336 K Factor = 5 . 44 3 20 . 40 1 . 104 1 E 2 . 565 5 . 000 13 . 271 K Factor = 5 . 60 to 120 0 . 0 2 . 565 0 . 0 11 2004 0 . 1054 0 . 0 7 . 565 0 . 797 Vel = 6 . 84 0 . 0 20. 40 14 . 068 K Factor = 5 . 44 4 17 . 29 1 . 104 1T 6 . 413 5 . 000 9 . 531 K Factor = 5 . 60 to 120 0 . 0 6 . 413 0 . 0 12 17 . 29 0 . 0775 0 . 0 11 .413 0 . 884 Vel = 5 . 79 0 . 0 17 . 29 10 . 415 K Factor = 5 . 36 5 17 .41 1 . 104 1T 6 .413 5 . 000 9 . 669 K Factor = 5 . 60 to 120 0 . 0 6 . 413 0 . 0 13 17 . 41 0 . 0785 0 . 0 11 . 413 0 . 896 Vel = 5 . 84 0. 0 17. 41 10 . 565 K Factor = 5 . 36 6 18 . 61 1 . 104 1T 6 .413 5 . 000 11 . 047 K Factor = 5 .60 to 120 0 . 0 6 . 413 0 . 0 14 18 .61 0 . 0888 0 . 0 11 . 413 1 . 014 Vel = 6 . 24 0 . 0 18 . 61 12 . 061 K Factor = 5 . 36 7 18 . 92 1 . 101 1 E 3 . 825 9 . 500 20 . 303 K Factor = 4 . 20 to 150 0. 0 3 . 825 4 . 114 54 18 . 92 0 . 0615 0 . 0 13 . 325 0 . 819 Vel = 6 . 38 0 . 0 18 . 92 25 . 236 K Factor = 3 . 77 8 16 . 00 1 . 101 0 . 0 9 . 500 14 . 512 K Factor = 4 .20 to 150 0 . 0 0 . 0 4 . 114 46 16 . 0 0 . 0452 0 . 0 9 . 500 0 . 429 Vel = 5 . 39 0 . 0 16 . 00 19 . 055 K Factor = 3 . 67 9 18 . 96 1 . 101 1 E 3 . 825 19 . 500 12 . 164 to 150 0 . 0 3 . 825 8 . 445 15 18 . 96 0 . 0617 0 . 0 23 . 325 1 . 438 Vel = 6 . 39 0 . 0 18 . 96 22 . 047 K Factor = 4 . 04 10 19 . 10 1 . 101 1 E 3 . 825 19 . 500 12 . 336 to 150 0 . 0 3 . 825 8 . 445 17 1901 0 . 0625 0 . 0 23 . 325 1 .458 Vel = 6 . 44 sinal Calculations - Standard DESIGN LINE FIRE PROTECTION Page 8 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 0 . 0 19 . 10 22 . 239 K Factor = 4 . 05 11 20 . 40 1 . 101 1 E 3 . 825 19 . 500 14 . 068 to 150 0 . 0 3 . 825 8 .445 19 2004 0 . 0706 0 . 0 23 . 325 1 . 646 Vel = 6 . 87 0. 0 20 . 40 24 . 159 K Factor = 4 . 15 12 17 . 29 1 . 101 1 E 3 . 825 19 . 500 10 .415 to 150 0 . 0 3 . 825 8 .445 22 17 . 29 0 . 0520 0 . 0 23 . 325 1 . 213 Vel = 5 . 83 0 . 0 17 . 29 20 . 073 K Factor = 3 . 86 13 17 . 41 1 . 101 1T 9 . 563 19 . 500 10 . 565 to 150 0 . 0 9 . 562 8 . 445 23 17 .41 0. 0527 0 . 0 29 . 062 1 . 531 Vel = 5 . 87 0 . 0 17 . 41 20 . 541 K Factor = 3 . 84 14 18 . 61 1 . 101 IT 9 . 563 19 . 500 12 . 061 to 150 0 . 0 9 . 562 8 .445 24 18 . 61 0. 0596 0 . 0 29 . 062 1 . 732 Vel = 6 . 27 0 . 0 18 . 61 22 . 238 K Factor = 3 . 95 26 0 . 0 1 . 101 0 . 0 9 . 500 24 . 817 0 . 0 to 150 0 . 0 0 . 0 4. 114 0 . 0 56 0 . 0 0 . 0 0 . 0 9 . 500 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 28 . 931 K Factor = 0 27 0 . 0 1 . 101 0 . 0 9 . 500 24. 817 0 . 0 to 150 0 . 0 0 . 0 4 . 114 0 . 0 57 0 . 0 0 . 0 0 . 0 9 . 500 0 . 0 0 . 0 Vel = 0 0. 0 0. 0 28 . 931 K Factor = 0 28 0 . 0 1 . 101 1T 9 . 563 0 . 500 25 .431 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 31 0 . 0 0 . 0 0 . 0 10 . 062 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 25 . 431 K Factor = 0 29 0 . 0 1 . 101 1T 9 . 563 0 . 500 25 . 431 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 31 0 . 0 0 . 0 0 . 0 10 . 062 0 . 0 0 . 0 Vel = 0 31 0 . 0 1 . 101 1E, 3 . 825 3 . 000 25 .431 0 . 0 to 150 0 . 0 3 . 825 0 . 0 0 . 0 32 0 . 0 0 . 0 0 . 0 6 . 825 0 . 0 0 . 0 Vel = 0 32 0 . 0 1 . 101 0 . 0 9 . 500 25 .431 0 . 0 to 150 0 . 0 0 . 0 4 . 114 0 . 0 59 0 . 0 0 . 0 0 . 0 9 . 500 0 . 0 0 . 0 Vel = 0 0 . 0 i-nninal Calculations an, Standard DESIGN LINE FIRE PROTECTION Page 9 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng 's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv . Ln . Total Pf Pn 0 . 0 29 . 545 K Factor = 0 30 0 . 0 1 . 101 1T 9 . 563 1 . 000 25 .431 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 33 0 . 0 0 . 0 0 . 0 10 . 562 0. 0 0 . 0 Vel = 0 33 0 . 0 1 . 101 0 . 0 9 . 500 25 . 431 0 . 0 to 150 0 . 0 0 . 0 4 . 114 0 . 0 60 0 . 0 0 . 0 0 . 0 9 . 500 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 29. 545 K Factor = 0 34 0 . 0 1 . 101 1T 9 . 563 19 . 500 24 . 817 0 . 0 to 150 0 . 0 9 . 562 8 . 445 0 . 0 38 0 . 0 0 . 0 0 . 0 29 . 062 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 33 . 262 K Factor = 0 35 0 . 0 1 . 101 1T 9 . 563 19 . 500 24 . 817 0 . 0 to 150 0 . 0 9 . 562 8 .445 0 . 0 39 0 . 0 0 . 0 0 . 0 29 . 062 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 33 . 262 K Factor = 0 36 0 . 0 1 . 101 17 9 . 563 19 . 500 24 . 817 0 . 0 to 150 0 . 0 9 . 562 8 .445 0 . 0 41 0 . 0 0 . 0 0 . 0 29 . 062 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 33 . 262 K Factor = 0 37 0 . 0 1 . 101 1 T 9 . 563 19 . 500 24 . 817 0 . 0 to 150 0 . 0 9 . 562 8 .445 0 . 0 44 0 . 0 0 . 0 0 . 0 29. 062 0 . 0 0 . 0 Vel = 0 0 . 0 O . D 33 . 262 K Factor = 0 46 16 . 00 1 . 101 1 T 9 . 563 10 . 000 19. 055 to 150 0 . 0 9 . 562 4 . 331 65 16 . 0 0 . 0450 0 . 0 19. 562 0 . 881 Vel = 5 . 39 0 . 0 16 . 00 24 . 267 K Factor = 3 . 25 54 18 . 92 1 . 101 1T 9 . 563 13 . 000 25 . 236 to 150 2E 3 . 825 17 . 212 0 . 0 55 18 . 92 0 . 0614 0 . 0 30 . 212 1 . 856 Vel = 6 . 38 55 0 . 0 1 . 101 1T 9 . 563 10 . 000 27 . 092 to 150 0 . 0 9 . 562 4. 331 75 18 . 92 0 . 0614 0 . 0 19 . 562 1 . 202 Vel = 6 . 38 0 . 0 18 . 92 32 . 625 K Factor = 3 . 31 47 0 . 0 1 . 101 1 T 9 . 563 8 . 000 28 . 931 0 . 0 to 150 1 E 3 . 825 13 . 387 0 . 0 0 . 0 56 0 . 0 0 . 0 0 . 0 21 . 387 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 28 . 931 K Factor = 0 , - anal Calculations - Standard DESIGN LINE FIRE PROTECTION Page 10 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 48 0 . 0 1 . 101 2E 3 . 825 13 . 000 28 . 931 0 . 0 to 150 0 . 0 7 .650 0 . 0 0 . 0 49 0 . 0 0 . 0 0 . 0 20 . 650 0 . 0 0 . 0 Vel = 0 49 0 . 0 1 . 101 1T 9 . 563 6 . 000 28 . 931 0 . 0 to 150 1E 3 . 825 13 . 387 0 . 0 0 . 0 57 0 . 0 0 . 0 0 . 0 19 . 387 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 28 . 931 K Factor = 0 50 0 . 0 1 . 101 1 E 3 . 825 7 . 000 29 . 545 0 . 0 to 150 0 . 0 3 . 825 0 . 0 0 . 0 58 0 . 0 0. 0 0 . 0 10 . 825 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 29 . 545 K Factor = 0 51 0 . 0 1 . 101 1 T 9 . 563 4 . 500 29 . 545 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 58 0 . 0 0 . 0 0 . 0 14. 062 0 . 0 0 . 0 Vel = 0 58 0 . 0 1 . 101 1E 3 . 825 2 . 500 29. 545 0 . 0 to 150 0 . 0 3 . 825 0 . 0 0 . 0 59 0 . 0 0 . 0 0 . 0 6 . 325 0. 0 0 . 0 Vel = 0 0 . 0 0 . 0 29 . 545 K Factor = 0 52 0 . 0 1 . 101 0 . 0 10 . 000 29. 545 0 . 0 to 150 0 . 0 0 . 0 0 . 0 0 . 0 53 0 . 0 0 . 0 0. 0 10 . 000 0 . 0 0 . 0 Vel = 0 53 0 . 0 1 . 101 1T 9 . 563 6 . 000 29 . 545 0 . 0 to 150 1E 3 . 825 13 . 387 0 . 0 0 . 0 60 0 . 0 0 . 0 0. 0 19 . 387 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 29 . 545 K Factor = 0 56 0. 0 1 . 101 1 E 3 . 825 10 . 000 28 . 931 0 . 0 to 150 0 . 0 3 . 825 4. 331 0 . 0 62 0 . 0 0. 0 0 . 0 13 . 825 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 33 . 262 K Factor = 0 57 0 . 0 1 . 101 1 E 3 . 825 10 . 000 28 . 931 0 . 0 to 150 0 . 0 3 . 825 4 . 331 0 . 0 61 0 . 0 0 . 0 0 . 0 13 . 825 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 33 . 262 K Factor = 0 59 0 . 0 1 . 101 1 E 3 . 825 10 . 000 29 . 545 0 . 0 to 150 0 . 0 3 . 825 4 . 331 0 . 0 70 0 . 0 0 . 0 0 . 0 13 . 825 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 33 . 876 K Factor = 0 60 0 . 0 1 . 101 1T 9 . 563 10 . 000 29 . 545 0 . 0 to 150 0 . 0 9 . 562 4 . 331 0 . 0 72 0 . 0 0 . 0 0 . 0 19 . 562 0 . 0 0 . 0 Vel = 0 . anal Calculations - Standard DESIGN LINE FIRE PROTECTION Page 11 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt PULL. Eqv. Ln . Total Pf Pn 0 . 0 0 . 0 33 . 876 K Factor = 0 38 0 . 0 1 . 101 1 E 3 . 825 10 . 000 33 . 262 0 . 0 to 150 0 . 0 3 . 825 0 . 0 0 . 0 40 0 . 0 0 . 0 0 . 0 13 . 825 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 33 . 262 K Factor = 0 39 0 . 0 1 . 101 1T 9 . 563 1 . 000 33 . 262 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 40 0 . 0 0 . 0 0 . 0 10 . 562 0 . 0 0 . 0 Vel = 0 40 0 . 0 1 . 101 0 . 0 6 . 000 33 . 262 0 . 0 to 150 0 . 0 0 . 0 0 . 0 0 . 0 42 0 . 0 0 . 0 0 . 0 6 . 000 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 33 . 262 K Factor = 0 41 0 . 0 1 . 101 IT 9 . 563 1 . 000 33 . 262 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 42 0 . 0 0 . 0 0 . 0 10 . 562 0 . 0 0 . 0 Vel = 0 42 0 . 0 1 . 101 1T 9 . 563 11 . 000 33 . 262 0. 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 43 0 . 0 0 . 0 0 . 0 20 . 562 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 33 . 262 K Factor = 0 44 0 . 0 1 . 101 IT 9 . 563 1 . 000 33 . 262 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0. 0 45 0 . 0 0 . 0 0 . 0 10 . 562 0 . 0 0 . 0 Vel = 0 45 0 . 01 2 . 003 0 . 0 14 . 000 33 . 262 to 150 0 . 0 0. 0 0 . 0 43 0 . 01 0 . 0 0 . 0 14 . 000 0 . 0 Vel = 43 0 . 0 2 . 003 0 . 0 69 . 000 33 . 262 0 . 0 to 150 0 . 0 0 . 0 0 . 0 0 . 0 64 0 . 0 0 . 0 0 . 0 69 . 000 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 33 . 262 K Factor = 0 61 0 . 0 1 . 101 1 E 3 . 825 15. 000 33 . 262 0 . 0 to 150 0 . 0 3 . 825 0 . 0 0 . 0 63 0 . 0 0 . 0 0 . 0 18 . 825 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 33 . 262 K Factor = 0 62 0 . 0 1 . 101 IT 9 . 563 1 . 000 33 . 262 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 63 0 . 0 0 . 0 0 . 0 10 . 562 0 . 0 0 . 0 Vel = 0 63 0 . 0 1 . 101 1T 9 . 563 12 . 000 33 . 262 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 64 0 . 0 0 . 0 0 . 0 21 . 562 0 . 0 0 . 0 Vel = 0 64 0 . 01 2 . 003 0 . 0 5 . 000 33 . 262 to 150 0 . 0 0 . 0 0 . 0 25 o0 . 01010 0 . 0 5 . 000 0 . 0 Vel = , - anal Calculations - Standard DESIGN LINE FIRE PROTECTION Page 12 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 0 . 0 0 . 01 33 . 262 K Factor = 22 17 . 29 1 . 101 0 . 0 9 . 000 20 . 073 to 150 0 . 0 0 . 0 0 . 0 23 17 . 29 0 . 0520 0 . 0 9 . 000 0 . 468 Vel = 5 . 83 23 17 . 41 1 . 101 0 . 0 9 . 000 20 . 541 to 150 0 . 0 0 . 0 0 . 0 24 34 . 7 0 . 1886 0 . 0 9 . 000 1 . 697 Vel = 11 . 69 24 18 . 61 1 . 101 0 . 0 6 . 000 22 . 238 to 150 0 . 0 0 . 0 0 . 0 66 53 . 31 0 . 4173 0 . 0 6 . 000 2 . 504 Vel = 17 . 96 0 . 0 53 . 31 24 . 742 K Factor = 10 . 72 65 16 . 00 1 . 101 IT 9 . 563 1 . 000 24 . 267 to 150 0 . 0 9 . 562 0 . 0 66 16 . 0 0 . 0450 0 . 0 10 . 562 0 .475 Vel = 5 . 39 66 53 . 31 1 . 101 IT 9 . 563 3 . 000 24 . 742 to 150 0 . 0 9 . 562 0 . 0 25 69 . 31 0 . 6782 0 . 0 12 . 562 8 . 520 Vel = 23 . 36 25 0 . 0 2 . 003 0. 0 12 . 000 33 . 262 to 150 0 . 0 0 . 0 0 . 0 76 69 . 31 0 . 0368 0 . 0 12 . 000 0 .442 Vel = 7 . 06 0 . 0 69 . 31 33 . 704 K Factor = 11 . 94 75 18 . 92 1 . 101 IT 9 . 563 8. 000 32 . 625 to 150 0. 0 9 . 562 0 . 0 76 18 . 92 0. 0614 0 . 0 17 . 562 1 . 079 Vel = 6 . 38 76 69 . 32 2 . 003 0 . 0 1 . 000 33 . 704 to 150 0 . 0 0 . 0 0 . 0 69 88 . 24 0 . 0570 0 . 0 1 . 000 0 . 057 Vel = 8 . 98 0 . 0 88 . 24 33 . 761 K Factor = 15 . 19 67 0 . 0 1 . 101 1T 9 . 563 1 . 000 33 . 761 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 68 0 . 0 0 . 0 0 . 0 10 . 562 0 . 0 0 . 0 Vel = 0 68 0 . 0 1 . 101 1T 9 . 563 3 . 000 33 . 761 0 . 0 to 150 0. 0 9 . 562 0 . 0 0 . 0 69 0 . 0 0 . 0 0 . 0 12 . 562 0 . 0 0 . 0 Vel = 0 69 88 . 24 2 . 003 0 . 0 2 . 000 33 . 761 to 150 0 . 0 0 . 0 0 . 0 74 88 . 24 0 . 0575 0 . 0 2 . 000 0 . 115 Vel = 8 . 98 0 . 0 88 . 24 33 . 876 K Factor = 15 . 16 70 0 . 0 1 . 101 1T 9 . 563 2 . 000 33 . 876 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 71 0 . 0 0 . 0 0 . 0 11 . 562 0 . 0 0 . 0 Vel = 0 71 0 . 0 1 . 101 0 . 0 12 . 000 33 . 876 0 . 0 to 150 0 . 0 0 . 0 0 . 0 0 . 0 73 0 . 0 0 . 0 0 . 0 12 . 000 0 . 0 0 . 0 Vel = 0 rinal Calculations - Standard DESIGN LINE FIRE PROTECTION Page 13 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 0 . 0 0 . 0 33 . 876 K Factor = 0 72 0 . 0 1 . 101 1T 9 . 563 2 . 000 33 . 876 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 73 0 . 0 0 . 0 0 . 0 11 . 562 0 . 0 0 . 0 Vel = 0 73 0 . 0 1 . 101 IT 9 . 563 12 . 000 33 . 876 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 74 0 . 0 0 . 0 0 . 0 21 . 562 0 . 0 0 . 0 Vel = 0 74 88 . 24 2 . 003 0 . 0 5 . 000 33 . 876 to 150 0 . 0 0 . 0 0 . 0 21 88 . 24 0 . 0576 0 . 0 5 . 000 0 . 288 Vel = 8 . 98 0. 0 88 . 24 34 . 164 K Factor = 15 . 10 15 18 . 96 1 . 101 1 E 3 . 825 2 . 000 22 . 047 to 150 0 . 0 3 . 825 0 . 0 16 18 . 96 0 . 0618 0 . 0 5 . 825 0 . 360 Vel = 6 . 39 16 0 . 0 1 . 101 0 . 0 9 . 000 22 . 407 to 150 0 . 0 0 . 0 0 . 0 18 18 . 96 0 . 0617 0 . 0 9 . 000 0 . 555 Vel = 6 . 39 0 . 0 18 . 96 22 . 962 K Factor = 3 . 96 17 19 . 10 1 . 101 IT 9 . 563 2 . 000 22 . 239 to 150 0 . 0 9 . 562 0 . 0 18 1901 0 . 0625 0 . 0 11 . 562 0 . 723 Vel = 6 . 44 18 18 . 96 1 . 101 0 . 0 9 . 000 22 . 962 to 150 0 . 0 0 . 0 0 . 0 20 38 . 06 0. 2238 0. 0 9 . 000 2 . 014 Vel = 12 . 83 0 . 0 38 . 06 24 . 976 K Factor = 7 . 62 19 20 .40 1 . 101 IT 9 . 563 2 . 000 24 . 159 to 150 0 . 0 9. 562 0 . 0 20 20 .4 0 . 0707 0 . 0 11 . 562 0 . 817 Vel = 6 . 87 20 38 . 06 1 . 101 IT 9 . 563 9 . 000 24 . 976 to 150 0 . 0 9 . 562 0 . 0 21 58 .46 0 . 4950 0 . 0 18 . 562 9 . 188 Vel = 19 . 70 21 88 . 24 2 . 003 IT 12 . 965 6 . 000 34 . 164 to 150 0. 0 12 . 964 0 . 0 100 146 . 7 0. 1472 0 . 0 18 . 964 2 . 792 Vel = 14 . 94 100 0 . 0 2 .423 1 E 8 . 273 15 . 000 36 . 956 to 150 0 . 0 8 .273 0 . 0 101 146 . 7 0 . 0583 0 . 0 23 . 273 1 . 357 Vel = 10.21 101 0 . 0 4 . 26 1 E 13 . 167 10 . 000 38 . 313 to 120 0 . 0 13 . 167 4 . 331 102 146 . 7 0 . 0056 0 . 0 23 . 167 0 . 130 Vel = 3 . 30 102 0 . 0 4 . 26 6E 13 . 167 55 . 000 42 . 774 to 120 0 . 0 79 . 002 0 . 0 TR 146 . 7 0 . 0056 0 . 0 134 . 002 0 . 756 Vel = 3 . 30 sinal Calculations - Standard DESIGN LINE FIRE PROTECTION Page 14 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn TR 0 . 0 4 . 26 113 15 . 8 7 . 000 43 . 530 to 120 1T 26 . 334 42 . 134 3 . 032 BR 146 . 7 0 . 0056 0 . 0 49 . 134 0 . 277 Vel = 3 . 30 BR 0 . 0 4 . 026 2G 2 . 0 3 . 000 46 . 839 to 120 1T 2090 24 . 000 4 . 000 * Fixed loss = 4 UG 146 . 7 0 . 0074 0 . 0 27 . 000 0 . 201 Vel = 3 . 70 UG 0 . 0 6 . 16 2E 20 . 084 140 . 000 51 . 040 to 140 IG 4 . 304 44 .472 0 . 0 HYD 146 . 7 0 . 0007 0 . 0 184. 472 0 . 129 Vel = 1 . 58 HYD 250 . 00 6 . 16 1G 4 . 304 20 . 000 51 . 169 Qa = 250 to 140 1T 43 . 037 47 . 341 0 . 0 ST 396 . 7 0 . 0044 0 . 0 67 . 341 0 . 299 Vel = 4 .27 0 . 0 396 . 70 51 .468 K Factor = 55 . 30 Fire Protection by Computer Design DESIGN LINE FIRE PROTECTION RAMSEY MN 763-274-0768 Job Name CREEKSIDE Building REMOTE #2 Location 16520 TRANQUILLITY COURT, PRIOR LAKE, MN System 1 Contract Data File PRIOR2 . WXF DESIGN LINE FIRE PROTECTION Page 1 CREEKSIDE Date Hydraulic Design Information Sheet Name - CREEKSIDE ESTATES Date - 9 / 7 / 05 Location - 16520 TRANQUILLITY COURT , PRIOR LAKE , MN Building - REMOTE # 2 System No . - 1 Contractor - SECURITY FIRE SPRINKLER Contract No . - Calculated By - BRUCE THOMAS Drawing No . - 3 Construction : ( X ) Combustible ( ) Non - Combustible Ceiling Height - VARIES Occupancy - S ( X ) NFPA 13 ( X ) Lt . Haz . Ord . Haz . Gp . ( ) 1 ( ) 2 ( ) 3 ( ) Ex . Haz . Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 7 / HDS System Type Sprinkler / Nozzle Density - 0 . 1 ( ) Wet Make CENTRAL D Area Per Sprinkler - 360 ( X ) Dry Model BB1 E Elevation at Highest Outlet - 46 . 5 ( ) Deluge Size 3 / 4 " S Hose Allowance - Inside - 0 ( } Preaction K- Factor 8 . 0 I Rack Sprinkler Allowance - 0 ( ) Other Temp . Rat . 200 G Hose Allowance - Outside - 100 N Note REMOTE # 2 Calculation Flow Required - 366 . 71 Press Required - 56 . 097 At Test Summary C - Factor Used : 100 Overhead 140 Underground W Water Flow Test : Pump Data : Tank or Reservoir : A Date of Test - 8 / 17 / 05 Cap . - T ame,_o� est e - Rated Cap . - Elev . - E Static Press - 88 @ Press - R Residual Press - 80 Elev . - 1 Well Proof Flow S Elevation - 1 U P Location - SITE P L Source of Information - FLOW TEST WAS TAKEN Y C Commodity Class Location 0 Storage Ht . Area Aisle W . M Storage Method : Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven . Pallet ( ) Auto . Storage ( ) Encap . S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult . Row ( ) Open Shelf 0 C R K Flue Spacing Clearance : Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided : m m c 2 2 m m \ ? k O rcn � 2 \ b / E E / S S k / \ \ \ Co o0 0 z poll mN) � m / E k 2 MC O v n / /oor TI / / � M MC \ cc m � m ,v § f Ea . E K § CD . m . . (D . . 2 2E $ E $ � � o QC/) / � � 0 0 § / J 7 S \ \ ƒ 2 $ \ coUl 0 4 M 0 m S k / ] z z C0 k > o k 0 g (A) 88N) ® � � � � e@ \ \ 2nO >% 0 \ (] J w D aQ- < o ] ] & SOCA m � � ao / 2 � $k C . . . . . . . . . . . . . . w � » � � % / / % R O � / w % \ " \ � k G) (h � ~ cgs Summary DESIGN LINE FIRE PROTECTION Page 3 CREEKSIDE Date Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H 45' Grvd-Vic Elbow I 90' Grvd-Vic Elbow J 90' Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N PVC Standard Elbow O PVC Tee Branch P PVC 45' Elbow Q Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow V 90' Firelock Elbow W Wafer Check Valve X 90' Firelock Tee Y Mechanical Tee Z Flow Switch A igs Summary DESIGN LINE FIRE PROTECTION Page 4 CREEKSIDE Date Unadjusted Fittings Table 1 /2 3/4 1 11 /4 11 /2 2 21 /2 3 31 /2 4 A 7.7 21 . 5 17 . 0 B 7. 0 10 . 0 12. 0 C 1 .0 1 .0 1 . 0 1 . 0 1 .0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 D 9. 5 17.0 28. 0 E 2.0 2.0 2. 0 3. 0 4.0 5 . 0 6.0 7. 0 8. 0 10. 0 F 1 .0 1 . 0 1 . 0 1 . 0 2 .0 2 . 0 3. 0 30 30 4. 0 G 1 .0 1 . 0 1 . 0 1 . 0 2 . 0 H 1 . 0 1 . 5 2 . 0 2 . 0 3. 0 3 . 0 3. 5 3 .5 1 2 .0 3 . 0 4. 0 3. 5 6. 0 5. 0 8 . 0 70 J 4. 5 6.0 8. 0 8. 5 10 . 8 13 . 0 17 . 0 16. 0 K 14. 0 14 . 0 L 1 . 0 1 . 0 2 .0 2.0 2. 0 3.0 4. 0 5. 0 5. 0 6. 0 M 2 .0 2. 0 3.0 3.0 4.0 5 . 0 60 6. 0 8 . 0 N 7. 0 7. 0 70 8. 0 9.0 11 .0 1200 13. 0 O 3 .0 30 5. 0 6 . 0 8 .0 10 . 0 12 .0 15.0 P 1 .0 1 .0 1 . 0 2 . 0 2.0 2 . 0 3. 0 4. 0 Q 18. 0 29. 0 35.0 R 1 . 0 1 . 0 1 . 0 1 . 0 1 .0 1 .0 2.0 2. 0 S 4 . 0 5 .0 5 . 0 70 9.0 11 .0 14.0 16. 0 19 . 0 22.0 T 3. 0 4. 0 5. 0 6.0 8.0 10. 0 12.0 15. 0 170 2040 U 1 .8 2.2 2.6 3A V 3. 5 4. 3 5 . 0 6 . 8 W 10. 3 X 8 .5 10 .8 130 16. 0 Y 20 4 .0 5 . 0 6. 0 8.0 10.5 12. 5 15. 5 22.0 Z 2.0 2 . 0 2 . 0 3. 0 4 .0 5. 0 6. 0 7. 0 8 . 0 10.0 5 6 8 10 12 14 16 18 20 24 A 17 .0 27. 0 290 B 9.0 10. 0 12. 0 1990 21 . 0 C 1 .0 1 . 0 1 . 0 1 .0 1 . 0 1 . 0 1 .0 1 . 0 1 .0 1 .0 D 47. 0 E 12.0 14. 0 180 22. 0 27.0 35 . 0 40.0 45 .0 50.0 61 .0 F 5 .0 7 .0 9. 0 11 . 0 13.0 170 19. 0 21 . 0 24. 0 28. 0 G 20 3.0 4.0 5 . 0 6.0 70 8.0 10. 0 11 . 0 130 H 4. 5 5.0 6. 5 8 .5 10.0 18.0 200 23. 0 25. 0 30. 0 1 8.5 10. 0 130 17. 0 2000 230 25.0 33 . 0 36 . 0 40. 0 J 21 . 0 25.0 33. 0 41 .0 50.0 65 . 0 78 .0 880 98 . 0 120.0 K 36 .0 55 . 0 45. 0 L 8 . 0 9.0 13 . 0 16.0 18.0 24. 0 27.0 30 .0 34.0 40.0 M 10.0 1200 16 .0 1960 22.0 N O P Q 33. 0 R S 27.0 320 45. 0 55. 0 65 .0 76.0 87. 0 98 . 0 109 . 0 130. 0 T 25 .0 30. 0 35.0 50. 0 60.0 71 . 0 81 . 0 91 . 0 101 . 0 121 .0 U 4.2 5.0 5.0 V 8.5 10.0 13 . 0 W 13 . 1 31 . 8 35 . 8 27A X 21 .0 25 . 0 33.0 Y Z 12 . 0 14. 0 18 . 0 22.0 27.0 35. 0 40. 0 45. 0 50. 0 61 . 0 .sure / Flow Summary - STANDARD DESIGN LINE FIRE PROTECTION Page 5 CREEKSIDE Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req, 1 40 . 5 26 .61 na 2 40. 5 26.61 na 3 40. 5 26. 61 na 4 41 .0 26.39 na 5 40. 5 26 . 61 na 6 44 . 0 25 . 09 na 7 41 .0 26 .39 na 8 40. 5 26 .61 na 9 40. 5 26. 61 na 10 40. 5 26 . 61 na 11 40. 5 26. 61 na 12 40. 5 26 .61 na 13 41 .0 26. 39 na 14 40. 5 26.61 na 15 40. 5 26 . 61 na 16 40.5 26 . 61 na 17 40 .5 26.61 na 18 44 .0 25.09 na 19 41 . 0 26. 39 na 20 40. 5 26.61 na 21 40. 5 26.61 na 22 40. 5 26. 61 na 23 40. 5 26 .61 na 24 41 .0 26. 39 na 25 41 . 0 26. 39 na 26 41 . 0 26. 39 na 27 40. 5 26. 61 na 28 44. 0 25 . 09 na 29 44.0 25 . 09 na 30 40. 5 26.61 na 31 41 .0 26. 39 na 32 41 . 0 26.39 na 33 41 .0 26 . 39 na 34 40. 5 26 . 61 na 35 44. 0 25 . 09 na 36 44.0 25. 09 na 37 40 . 5 26.61 na 38 40. 5 26.61 na 39 46.5 8 22 . 6 na 38. 03 . 1 380 22 . 6 40 46. 5 8 22.6 na 38.03 . 1 380 22 . 6 41 46. 5 8 22 .62 na 38 . 04 . 1 380 22 . 6 42 46. 5 8 22.64 na 38. 07 . 1 380 22 .6 43 46. 5 8 22.69 na 38. 11 . 1 380 22 .6 44 46. 5 8 22.76 na 38 . 17 . 1 380 22. 6 45 46. 5 8 22. 87 na 38 . 25 . 1 380 22 .6 46 40.5 26.61 na 47 40. 5 26 .61 na 48 40. 5 26. 63 na 49 40. 5 26 .66 na 50 40.5 26 . 71 na 51 40. 5 26 .78 na 52 40.5 26 .89 na 53 40. 5 28. 54 na 54 40. 5 29.37 na 55 40.5 29.64 na 56 8.0 44 .68 na TR 8.0 46 . 33 na DV 4 . 0 48.79 na BR 2 . 0 50. 41 na UG 1 .0 55 .45 na HYD 1 . 0 55. 84 na 100. 0 ST 1 .0 56. 1 na ,Y Summary - Standard DESIGN LINE FIRE PROTECTION Page 6 CREEKSIDE Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req . The maximum velocity is 7 . 41 and it occurs in the pipe between nodes 45 and 52 . al Calculations - Standard DESIGN LINE FIRE PROTECTION Page 7 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillilI -- - - 1 0 . 0 1 . 452 0 . 0 10 . 000 26 . 611 0 . 0 to 100 0 . 0 0 . 0 0 . 0 0 . 0 2 0 . 0 0 . 0 0 . 0 10 . 000 0 . 0 0 . 0 Vel = 0 2 0 . 0 1 . 452 IT 5 .486 6 . 000 26 . 611 0 . 0 to 100 1E 2 . 743 8 . 232 0 . 0 0 . 0 3 0 . 0 0 . 0 0 . 0 14 . 232 0 . 0 0 . 0 Vel = 0 3 0 . 0 2 . 154 0 . 0 1 . 500 26 . 611 0 . 0 to 100 0. 0 0 . 0 0 . 0 0 . 0 5 0 . 0 0 . 0 0 . 0 1 . 500 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 26 . 611 K Factor = 0 4 0 . 0 1 . 452 1 T 5 .486 11 . 000 26 . 394 0. 0 to 100 1 E 2 . 743 8 . 232 0 . 217 0 . 0 5 0 . 0 0 . 0 0 . 0 19 . 232 0 . 0 0 . 0 Vel = 0 5 0 . 0 2 . 154 0 . 0 5 . 000 26 . 611 0 . 0 to 100 0 . 0 0 . 0 0 . 0 0. 0 8 0 . 0 0 . 0 0 . 0 5 . 000 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 26 . 611 K Factor = 0 6 0. 0 1 .452 0 . 0 10 . 000 25 . 095 0 . 0 to 100 0 . 0 0. 0 1 .299 0 . 0 7 0 . 0 0 . 0 0 . 0 10 . 000 0. 0 0 . 0 Vel = 0 7 0 . 0 1 .452 IT 5 .486 6 . 000 26. 394 0 . 0 to 100 0 . 0 5 . 488 0 . 217 0 . 0 8 0 . 0 0 . 0 0 . 0 11 . 488 0 . 0 0 . 0 Vel = 0 8 0 . 0 2 . 154 0 . 0 1 . 000 26 . 611 0 . 0 to 100 0 . 0 0 . 0 0 . 0 0 . 0 10 0 . 0 0. 0 0 . 0 1 . 000 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 26 . 611 K Factor = 0 9 0 . 0 1 .452 IT 5 .486 3 . 000 26 . 611 0 . 0 to 100 0 . 0 5 .488 0 . 0 0 . 0 10 0 . 0 0 . 0 0 . 0 8 .488 0 . 0 0 . 0 Vel = 0 10 0 . 0 2 . 154 IT 8 . 724 4 . 500 26 . 611 0 . 0 to 100 0 . 0 8 . 728 0 . 0 0 . 0 21 0 . 0 0 . 0 0 . 0 13 . 228 0 . 0 0 . 0 Vel = 0 0 . 0 0. 0 26 . 611 K Factor = 0 11 0 . 0 1 .452 1 T 5 .486 9 . 000 26 . 611 0 . 0 to 100 1 E 2 . 743 8 .232 0 . 0 0 . 0 12 0 . 0 0 . 0 0 . 0 17 . 232 0 . 0 0 . 0 Vel = 0 12 0 . 0 2 . 154 0 . 0 2 . 000 26 . 611 0 . 0 to 100 0 . 0 0 . 0 0 . 0 0 . 0 14 0 . 0 0 . 0 0 .0 2 . 000 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 26 . 611 K Factor = 0 13 0 . 0 1 .452 IT 5 .486 11 . 000 26 . 394 0 . 0 to 100 1 E 2 . 743 8 . 232 0 . 217 0 . 0 14 0 . 0 0 . 0 0 . 0 19232 0 . 0 0 . 0 Vel = 0 . dl Calculations - Standard DESIGN LINE FIRE PROTECTION Page 8 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 14 0 . 0 2 . 154 0 . 0 3 . 000 26 . 611 0 . 0 to 100 0 . 0 0 . 0 0. 0 0 . 0 17 0 . 0 0 . 0 0 . 0 3 . 000 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 26 . 611 K Factor = 0 15 0 . 0 1 . 452 IT 5 . 486 1 . 000 26 . 611 0 . 0 to 100 0. 0 5 . 488 0 . 0 0 . 0 16 0 . 0 0 . 0 0 . 0 6 .488 0 . 0 0 . 0 Vel = 0 16 0 . 0 1 .452 IT 5 . 486 3 . 000 26 .611 0 . 0 to 100 0 . 0 5 . 488 0 . 0 0 . 0 17 0 . 0 0 . 0 0 . 0 8 . 488 0 . 0 0 . 0 Vel = 0 17 0 . 0 2 . 154 0 . 0 2 . 000 26 . 611 0 . 0 to 100 0 . 0 0 . 0 0 . 0 0 . 0 20 0 . 0 0 . 0 0 . 0 2 . 000 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 26 . 611 K Factor = 0 18 0 . 0 1 . 452 0 . 0 10 . 000 25 . 095 0 . 0 to 100 0 . 0 0. 0 1 . 299 0 . 0 19 0 . 0 0 . 0 0 . 0 10 . 000 0 . 0 0 . 0 Vel = 0 19 0 . 0 1 .452 1T 5 .486 6 . 000 26 . 394 0 . 0 to 100 0 . 0 5 . 488 0 . 217 0 . 0 20 0 . 0 0. 0 0 . 0 11 .488 0. 0 0 . 0 Vel = 0 20 0 . 0 2 . 154 IT 8 . 724 4 . 500 26 . 611 0 . 0 to 100 0. 0 8 . 728 0 . 0 0 . 0 21 0 . 0 0 . 0 0. 0 13 . 228 0. 0 0 . 0 Vel = 0 21 0 . 0 2 . 154 0 . 0 21 . 000 26 . 611 0 . 0 to 100 0 . 0 0 . 0 0 . 0 0 . 0 38 0 . 0 0. 0 0 . 0 21 . 000 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 26 . 611 K Factor = 0 22 0 . 0 1 .452 IT 5 . 486 26 . 000 26 . 611 0. 0 to 100 2E 2 . 743 10 . 976 0 . 0 0 . 0 23 0 . 0 0 . 0 0 . 0 36 . 976 0 . 0 0 . 0 Vel = 0 23 0 . 0 2 . 154 0. 0 6 . 000 26 . 611 0 . 0 to 100 0 . 0 0 . 0 0 . 0 0 . 0 27 0 . 0 0 . 0 0 . 0 6 . 000 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 26 . 611 K Factor = 0 24 0 . 0 1 . 452 0 . 0 12 . 000 26 . 394 0 . 0 to 100 0 . 0 0 . 0 0 . 0 0 . 0 25 0 . 0 0 . 0 0 . 0 12 . 000 0 . 0 0 . 0 Vel = 0 25 0 . 0 1 . 452 1E 2 . 743 3 . 000 26 . 394 0 . 0 to 100 0 . 0 2 . 744 0 . 0 0 . 0 26 0 . 0 0 . 0 0 . 0 5 . 744 0. 0 0 . 0 Vel = 0 26 0 . 0 1 . 452 IT 5 . 486 0 . 500 26 . 394 0 . 0 to 100 0 . 0 5 . 488 0 . 217 0 . 0 27 0 . 0 0 . 0 0 . 0 5 . 988 0 . 0 0 . 0 Vel = 0 al Calculations - Standard DESIGN LINE FIRE PROTECTION Page 9 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng 's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 27 0 . 0 2 . 154 0 . 0 10 . 000 26 . 611 0 . 0 to 100 0 . 0 0 . 0 0 . 0 0 . 0 30 0 . 0 0 . 0 0 . 0 10 . 000 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 26 . 611 K Factor = 0 28 0 . 0 1 . 452 1 E 2 . 743 3 . 000 25 . 095 0 . 0 to 100 0 . 0 2 . 744 0 . 0 0 . 0 29 0 . 0 0 . 0 0 . 0 5 . 744 0 . 0 0 . 0 Vel = 0 29 0 . 0 1 .452 IT 5 .486 3 . 500 25 . 095 0 . 0 to 100 0 . 0 5 . 488 1 . 516 0 . 0 30 0 . 0 0 . 0 0 . 0 8 . 988 0 . 0 0 . 0 Vel = 0 30 0 . 0 2 . 154 1T 8 . 724 15 . 000 26 . 611 0 . 0 to 100 0 . 0 8 . 728 0 . 0 0 . 0 38 0 . 0 0 . 0 0 . 0 23 . 728 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 26 . 611 K Factor = 0 31 0 . 0 1 .452 0 . 0 12 . 000 26 . 394 0 . 0 to 100 0 . 0 0 . 0 0 . 0 0 . 0 32 0 . 0 0 . 0 0 . 0 12 . 000 0 . 0 0 . 0 Vel = 0 32 0 . 0 1 . 452 1 E 2 . 743 3 . 000 26 . 394 0 . 0 to 100 0 . 0 2 . 744 0 . 0 0 . 0 33 0 . 0 0 . 0 0 . 0 5 . 744 0 . 0 0 . 0 Vel = 0 33 0 . 0 1 .452 1 T 5 . 486 0 . 500 26 . 394 0 . 0 to 100 0 . 0 5 .488 0 . 217 0 . 0 34 0 . 0 0 . 0 0 . 0 5 . 988 0 . 0 0 . 0 Vel = 0 34 0 . 0 2 . 154 0 . 0 10 . 000 26 . 611 0 . 0 to 100 0 . 0 0 . 0 0 . 0 0. 0 37 0 . 0 0 . 0 0 . 0 10 . 000 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 26 . 611 K Factor = 0 35 0 . 0 1 . 452 1 E 2 . 743 3 . 000 25 . 095 0 . 0 to 100 0 . 0 2 . 744 0 . 0 0 . 0 36 0 . 0 0 . 0 0 . 0 5 . 744 0 . 0 0 . 0 Vel = 0 36 0 . 0 1 .452 1 T 5 . 486 3 . 500 25 . 095 0 . 0 to 100 0 . 0 5 .488 1 . 516 0 . 0 37 0 . 0 0 . 0 0 . 0 8 . 988 0 . 0 0 . 0 Vel = 0 37 0 . 0 2 . 154 IT 8 . 724 16 . 000 26 . 611 0 . 0 to 100 0 . 0 8 . 728 0 . 0 0 . 0 38 0 . 0 0 . 0 0. 0 24 . 728 0 . 0 0 . 0 Vel = 0 38 -0 . 01 4 . 26 0 . 0 3 . 000 26 . 611 to 100 0 . 0 0 . 0 0 . 0 46 -0 . 01 0 . 0 0 . 0 3 . 000 0 . 0 Vel = 0 . 0 -0 . 01 26 . 611 K Factor = 39 38 . 03 1 . 452 IT 5 . 486 6 . 000 22 . 600 K Factor = 8 . 00 to 100 0 . 0 5 . 488 2 . 599 46 38 . 03 0 . 1229 0 . 0 11 . 488 1 . 412 Vel = 7 . 37 0 . 0 A Calculations - Standard DESIGN LINE FIRE PROTECTION Page 10 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng ' s Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 38 . 03 26 . 611 K Factor = 7 . 37 40 38 . 03 1 .452 1 T 5 . 486 6 . 000 22 . 602 K Factor = 8 . 00 to 100 0 . 0 5 .488 2 . 599 47 38 . 03 0 . 1229 0 . 0 11 .488 1 . 412 Vel = 7 . 37 0 . 0 38 . 03 26 . 613 K Factor = 7 . 37 41 38 . 04 1 . 452 1 T 5 . 486 6 . 000 22 . 616 K Factor = 8 . 00 to 100 0 . 0 5 . 488 2 . 599 48 38 . 04 0 . 1229 0 . 0 11 .488 1 .412 Vel = 7 . 37 0 . 0 38 . 04 26 . 627 K Factor = 7 . 37 42 38 . 07 1 .452 1T 5 .486 6 . 000 22 . 644 K Factor = 8 . 00 to 100 0 . 0 5 . 488 2 . 599 49 38 . 07 0 . 1231 0. 0 11 .488 1 .414 Vel = 7 . 38 0 . 0 38 . 07 26 . 657 K Factor = 7 . 37 43 38 . 11 1 .452 1T 5 . 486 6 . 000 22 . 692 K Factor = 8 . 00 to 100 0. 0 5 .488 2 . 599 50 38 . 11 0 . 1233 0 . 0 11 .488 1 . 417 Vel = 7 . 38 0 . 0 38 . 11 26 . 708 K Factor = 7 . 37 44 38 . 17 1 . 452 1T 5 . 486 6 . 000 22 . 764 K Factor = 8 . 00 to 100 0 . 0 5 . 488 2 . 599 51 38 . 17 0 . 1238 0 . 0 11 .488 1 . 422 Vel = 7 .40 0 . 0 38 . 17 26 . 785 K Factor = 7 . 38 45 38 . 25 1 . 452 IT 5 .486 6 . 000 22 . 866 K Factor = 8 . 00 to 100 0 . 0 5 .488 2 . 599 52 38 . 25 0 . 1242 0 . 0 11 . 488 1 .427 Vel = 7 . 41 0 . 0 38 . 25 26 . 892 K Factor = 7 . 38 46 38 . 03 4 . 26 0 . 0 4 . 000 26 . 611 to 100 0 . 0 0 . 0 0 . 0 47 38 . 03 0 . 0005 0 . 0 4 . 000 0 . 002 Vel = 0 . 86 47 38 . 04 4 . 26 0 . 0 6 . 000 26 . 613 to 100 0 . 0 0 . 0 0 . 0 48 76 . 07 0 . 0023 0 . 0 6 . 000 0 . 014 Vel = 1 . 71 48 38 . 04 4 . 26 0 . 0 6 . 000 26 . 627 to 100 0. 0 0 . 0 0 . 0 49 114 . 11 0 . 0050 0 . 0 6 . 000 0 . 030 Vel = 2 . 57 49 38 . 07 4 . 26 0 . 0 6 . 000 26 .657 to 100 0 . 0 0 . 0 0 . 0 50 152 . 18 0 . 0085 0 . 0 6 . 000 0 . 051 Vel = 3 . 43 50 38 . 11 4 . 26 0 . 0 6 . 000 26 . 708 to 100 0 . 0 0 . 0 0 . 0 51 190 . 29 0 . 0128 0 . 0 6 . 000 0 . 077 Vel = 4 . 28 51 38 . 17 4 . 26 0 . 0 6 . 000 26 . 785 to 100 0 . 0 0 . 0 0 . 0 52 228 . 46 0 . 0178 0 . 0 6 . 000 0 . 107 Vel = 5 . 14 . gal Calculations - Standard DESIGN LINE FIRE PROTECTION Page 11 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Fin 52 38 . 25 4 . 26 1 T 18 . 795 50 . 000 26 . 892 to 100 0 . 0 18 . 803 0 . 0 53 266 . 71 0 . 0239 0 . 0 68 . 803 1 . 644 Vel = 6 . 00 53 0 . 0 4. 26 1 T 18 . 795 16 . 000 28 . 536 to 100 0 . 0 18 . 803 0 . 0 54 266 . 71 0 . 0239 0 . 0 34 . 803 0 . 831 Vel = 6 . 00 54 0 . 0 4 .26 1 E 9 . 397 2 . 000 29 . 367 to 100 0 . 0 9 .401 0 . 0 55 266 . 71 0 . 0239 0 . 0 11 . 401 0 . 272 Vel = 6 . 00 55 0 . 0 4 .26 RIE 9 . 397 31 . 000 29 . 639 to 100 0 . 0 9 . 401 14 . 076 56 266 . 71 0 . 0239 0 . 0 40 . 401 0 . 965 Vel = 6 . 00 56 0 . 0 4 .26 3E 9 . 397 41 . 000 44 . 680 to 100 0 . 0 28 . 204 0 . 0 TR 266 . 71 0 . 0239 0 . 0 69 . 204 1 .652 Vel = 6 . 00 TR 0 . 0 4 . 26 1 D 26 . 313 4 . 000 46. 332 to 100 0 . 0 26 . 324 1 . 732 DV 266 . 71 0 . 0239 0 . 0 30 . 324 0 . 725 Vel = 6 . 00 DV 0 . 0 4 . 26 RIB 15 . 8 2 . 000 48 . 789 to 120 1T 26 . 334 42 . 134 0 . 866 BR 266 . 71 0 . 0171 0 . 0 44 . 134 0 . 753 Vel = 6 . 00 BR 0 . 0 4. 026 2G 2. 0 3 . 000 50 . 408 to 120 1 T 20 . 0 24 . 000 4 . 433 * Fixed loss = 4 UG 266. 71 0 . 0224 0 . 0 27 . 000 0 . 606 Vel = 6 . 72 UG 0. 0 6. 16 2E 20 . 084 140 . 000 55 . 447 to 140 1 G 4 . 304 44. 472 0 . 0 HYD 266 . 71 0 . 0021 0 . 0 184.472 0 . 392 Vel = 2 . 87 HYD 100 . 00 6 . 16 RIG 4 . 304 20 . 000 55 . 839 Qa = 100 to 140 1T 43 . 037 47 . 341 0 . 0 ST 366 . 71 0 . 0038 0 . 0 67 . 341 0 .258 Vel = 3 . 95 0 . 0 366 . 71 56 . 097 K Factor = 48 . 96 Fire Protection by Computer Design DESIGN LINE FIRE PROTECTION RAMSEY MN 763-274-0768 Job Name CREEKSIDE Building REMOTE #4 Location 16520 TRANQUILLITY COURT PRIOR LAKE, MN System 2 Contract Data File PRIOR4. WXF jESIGN LINE FIRE PROTECTION Page 1 CREEKSIDE Date Hydraulic Design Information Sheet Name - CREEKSIDE ESTATES Date - 9 / 7 / 05 Location - 16520 TRANQUILLITY COURT PRIOR LAKE , MN Building - REMOTE # 4 System No . - 2 Contractor - SECURITY FIRE SPRINKLER Contract No . - Calculated By - BRUCE THOMAS Drawing No . - 3 Construction : ( ) Combustible ( X ) Non - Combustible Ceiling Height - 8 FEET Occupancy - S ( X ) NFPA 13 ( X ) Lt . Haz . Ord . Haz . Gp . ( ) 1 ( ) 2 ( ) 3 ( ) Ex . Haz . Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - ROOM + 2 System Type Sprinkler / Nozzle Density - 0 . 10 ( X ) Wet Make CENTRAL D Area Per Sprinkler - VARIES ( ) Dry Model TY - FRB E Elevation at Highest Outlet - 37 . 5 ( ) Deluge Size 1 / 2 " S Hose Allowance - Inside - 0 ( ) Preaction K- Factor 5 . 6 I Rack Sprinkler Allowance - 0 ( ) Other Temp . Rat . 155 G Hose Allowance - Outside - 100 N Note REMOTE # 4 Calculation Flow Required - 227 . 94 Press Required - 48 . 001 At Test Summary C - Factor Used : 150 Overhead 140 Underground W Water Flow Test : Pump Data : Tank or Reservoir : A Date of Test - 8 / 17 / 05 Cap . - T Time of Test - Rated Cap . - Elev . - E Static Press - 88 @ Press - R Residual Press - 80 Elev . - 1 Well Flow - 1465 Proof Flow S Elevation - 1 U P Location - SITE P L Source of Information - FLOW TEST WAS TAKEN Y C Commodity Class Location 0 Storage Ht . Area Aisle W . M Storage Method : Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven . Pallet ( ) Auto . Storage ( ) Encap . S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult . Row ( ) Open Shelf 0 C R K Flue Spacing Clearance : Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided : 00 « m m c@ 2 m m 0 f c 3 \ S B 3 3 d q ± k \ \ w k \ 2 § / / / / / E k I TI I CD 2 CD m CD(D � m / � / �2 m ( w0) E ƒ k 0 k q K § 2 m o 0 / \ / OD 3 Cƒ ƒ o $ � � � 0 0 § / J 0 \ / \ z � < / S ƒ \ / 0 m $ 0 k / � ] z z \ / k @ollOoo q 2 \ © mW2 � \�� 2 \ / K% O > $ % / mEmE # Ea x ] 20 ] ] & 5 CD U % 2 �� § K C . . . . . . . . . . . . . . w % \ / iD \ \ a \ � / 4 « Em / / oma � cgs Summary DESIGN LINE FIRE PROTECTION Page 3 CREEKSIDE Date Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H 45' Grvd-Vic Elbow I 90' Grvd-Vic Elbow J 90' Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N PVC Standard Elbow O PVC Tee Branch P PVC 45' Elbow Q Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow V 90' Firelock Elbow W Wafer Check Valve X 90' Firelock Tee Y Mechanical Tee Z Flow Switch . igs Summary DESIGN LINE FIRE PROTECTION Page 4 CREEKSIDE Date Unadjusted Fittings Table 1 /2 3/4 1 11 /4 11 /2 2 21 /2 3 31 /2 4 A 7.7 21 . 5 17.0 B 7. 0 10. 0 12. 0 C 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 .0 1 . 0 1 . 0 1 . 0 D 9. 5 17 . 0 28.0 E 2 . 0 2 . 0 2 . 0 3.0 4.0 5 . 0 6 . 0 7. 0 8. 0 10.0 F 1 .0 1 .0 1 . 0 1 . 0 2.0 2 . 0 3. 0 3 .0 3. 0 4.0 G 1 . 0 1 .0 1 . 0 1 .0 2.0 H 1 . 0 1 . 5 2.0 2 . 0 3. 0 3 . 0 3. 5 3. 5 1 2 . 0 3. 0 4 . 0 3 . 5 6 . 0 5. 0 8. 0 7.0 J 4 . 5 6. 0 8.0 8 . 5 10. 8 13 . 0 17.0 16. 0 K 14. 0 14. 0 L 1 . 0 1 . 0 2 . 0 2 . 0 2 . 0 3 . 0 4. 0 5.0 5 . 0 6 . 0 M 2 .0 2 . 0 3.0 3 . 0 4 . 0 5. 0 6.0 6 . 0 8. 0 N 7.0 7. 0 7 . 0 8.0 9. 0 11 . 0 12. 0 13. 0 O 3.0 3. 0 5.0 6 . 0 8.0 10 . 0 12. 0 15 .0 P 1 .0 1 . 0 1 .0 2. 0 2 . 0 2 .0 3. 0 4 . 0 Q 18.0 29 . 0 35.0 R 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 .0 2. 0 2 . 0 S 4. 0 5 . 0 5 . 0 7. 0 9 . 0 11 . 0 14. 0 16 . 0 19.0 22.0 T 3.0 4. 0 5.0 6. 0 8. 0 10 . 0 12. 0 15. 0 17. 0 20. 0 U 1 . 8 2.2 2. 6 3.4 V 3 . 5 4. 3 5.0 6. 8 W 10.3 X 8. 5 10 . 8 13. 0 16.0 Y 2.0 4. 0 5 .0 6.0 8 .0 10 . 5 12 . 5 15.5 22 . 0 Z 2.0 2. 0 2.0 3. 0 4.0 5 . 0 6 .0 7.0 8. 0 10. 0 5 6 8 10 12 14 16 18 20 24 A 17.0 27 . 0 29. 0 B 9.0 10.0 12. 0 19. 0 21 .0 C 1 .0 1 .0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 D 47. 0 E 12 .0 14 .0 18. 0 22. 0 27 .0 35.0 40. 0 45. 0 50. 0 61 .0 F 5. 0 7 .0 9. 0 11 . 0 13.0 17.0 19. 0 21 . 0 24.0 28. 0 G 2. 0 3 .0 4. 0 5 . 0 6.0 7. 0 8. 0 10 .0 11 .0 13 , 0 H 4 . 5 5.0 6 .5 8 . 5 10. 0 18. 0 20. 0 23. 0 25.0 30. 0 1 8. 5 10. 0 13 .0 17. 0 20. 0 23 . 0 25 . 0 33.0 36.0 40. 0 J 21 .0 25 . 0 33.0 41 .0 50. 0 65 . 0 78.0 88 . 0 98.0 120 . 0 K 36 . 0 55 .0 45.0 L 8.0 9.0 13.0 16. 0 18.0 24. 0 27 . 0 30. 0 34.0 40.0 M 10.0 12 . 0 16.0 19.0 22 .0 N O P Q 33. 0 R S 27. 0 32. 0 45 . 0 55 .0 65.0 76. 0 87. 0 98. 0 109 . 0 130.0 T 25. 0 30. 0 35 . 0 5040 60. 0 71 .0 81 . 0 91 . 0 101 . 0 121 .0 U 4 .2 5 . 0 5 . 0 V 8 .5 10 . 0 13.0 W 13 . 1 31 . 8 35. 8 27.4 X 21 . 0 25 . 0 33 . 0 Y Z 1200 14. 0 18. 0 22. 0 27, 0 35. 0 40 . 0 45. 0 50 . 0 61 . 0 sure / Flow Summary - STANDARD JESIGN LINE FIRE PROTECTION Page 5 CREEKSIDE Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 37 . 5 23 . 71 na 2 37. 5 23 .71 na 3 37. 5 23.71 na 4 37. 5 21 . 91 na 5 37. 5 21 .91 na 6 37. 5 21 . 91 na 7 37.5 4.2 18 .46 na 18.04 . 1 160 14. 5 8 37. 5 4 .2 19. 56 na 18. 57 . 1 160 14. 5 9 37 . 5 23 .71 na 10 37 . 5 23.71 na 11 37. 5 23.71 na 12 37. 5 21 .91 na 13 37. 5 21 . 91 na 14 37. 5 21 . 91 na 26 37. 5 5. 6 14. 26 na 21 . 15 . 1 150 7 . 0 27 37. 5 5. 6 13.74 na 20 . 76 . 1 150 7 . 0 28 37. 5 5.6 7. 17 na 15. 0 . 1 100 7. 0 29 37. 5 5. 6 7. 17 na 15 . 0 . 1 150 7. 0 31 37. 5 7. 58 na 32 37. 5 8. 56 na 30 37 . 5 5.6 12.02 na 19.41 . 1 150 7. 0 33 37. 5 12.7 na 34 37 . 5 22.58 na 35 37. 5 22. 58 na 36 37. 5 22. 58 na 37 37. 5 22. 58 na 46 28. 0 24.23 na 54 28.0 23.32 na 55 28.0 25. 02 na 47 28.0 19 . 09 na 48 28.0 18.55 na 49 28.0 18. 55 na 50 28.0 14 .04 na 51 28.0 14.04 na 58 28. 0 14.04 na 52 28. 0 17.42 na 53 28.0 17.42 na 56 28. 0 19.09 na 57 28. 0 18.55 na 59 28. 0 14.04 na 60 28. 0 17.42 na 38 18. 0 31 .02 na 39 18. 0 31 . 02 na 40 18 . 0 31 .02 na 41 18. 0 31 .02 na 42 18.0 31 . 02 na 44 18.0 31 . 02 na 45 18. 0 31 . 02 na 43 18 . 0 31 . 02 na 61 18 . 0 23 . 89 na 62 18 . 0 24 .46 na 63 18. 0 25.26 na 64 18.0 31 .02 na 22 18.0 30. 35 na 23 18.0 30. 35 na 24 18.0 30.35 na 65 18.0 29.73 na 66 18. 0 30 . 35 na 25 18.0 31 . 1 na 75 18.0 30.45 na 76 18. 0 31 .44 na 67 18. 0 31 .49 na , Summary - Standard DESIGN LINE FIRE PROTECTION Page 6 CREEKSIDE Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req . 68 18. 0 31 .49 na 69 18 . 0 31 .49 na 70 18. 0 20.37 na 71 18. 0 22.03 na 72 18 .0 23.02 na 73 18 .0 23.76 na 74 18 . 0 31 . 58 na 15 18 . 0 32. 15 na 16 18 . 0 32. 15 na 17 18 .0 32. 15 na 18 18 . 0 32 . 15 na 19 18. 0 32 . 15 na 20 18 . 0 32 . 15 na 21 18 .0 32. 15 na 100 18 .0 34.32 na 101 18 .0 35. 37 na 102 8. 0 39. 8 na TR 8. 0 40. 39 na BR 1 . 0 43.64 na UG 1 . 0 47. 79 na HYD 1 . 0 47.89 na 100.0 ST 1 .0 48.0 na The maximum velocity is 16 . 65 and it occurs in the pipe between nodes 73 and 74 Al Calculations - Standard DESIGN LINE FIRE PROTECTION Page 7 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 1 0 . 0 1 . 104 1E 2 . 565 5 . 000 23 . 706 0 . 0 to 120 0 . 0 2 . 565 0 . 0 0 . 0 9 0 . 0 0 . 0 0 . 0 7 . 565 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 23 . 706 K Factor = 0 2 0 . 0 1 . 104 1 E 2 . 565 5 . 000 23 . 706 0 . 0 to 120 0 . 0 2 . 565 0 . 0 0 . 0 10 0 . 0 0 . 0 0 . 0 7 . 565 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 23 . 706 K Factor = 0 3 0 . 0 1 . 104 1 E 2 . 565 5 . 000 23 . 706 0 . 0 to 120 0 . 0 2 . 565 0 . 0 0 . 0 11 0 . 0 0 . 0 0 . 0 7 . 565 0 . 0 0 . 0 Vet = 0 0. 0 0 . 0 23. 706 K Factor = 0 4 0 . 0 1 . 104 IT 6 .413 5 . 000 21 . 907 0 . 0 to 120 0 . 0 6 .413 0 . 0 0 . 0 12 0 . 0 0 . 0 0 . 0 11 .413 0 . 0 0 . 0 Vel = O 0 . 0 0 . 0 21 . 907 K Factor = 0 5 0. 0 1 . 104 IT 6 .413 5 . 000 21 . 907 0 . 0 to 120 0 . 0 6 . 413 0 . 0 0 . 0 13 0 . 0 0 . 0 0 . 0 11 . 413 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 21 . 907 K Factor = 0 6 0 . 0 1 . 104 IT 6 .413 5 . 000 21 . 907 0 . 0 to 120 0 . 0 6.413 0. 0 0 . 0 14 0 . 0 0. 0 0 . 0 11 .413 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 21 . 907 K Factor = 0 7 18 . 04 1 . 101 1 E 3 . 825 9. 500 18 . 458 K Factor = 4 . 20 to 150 0 . 0 3 . 825 4. 114 54 18 . 04 0 . 0563 0 . 0 13 . 325 0 . 750 Vel = 6 . 08 0 . 0 18 . 04 23 . 322 K Factor = 3 . 74 8 18 . 57 1 . 101 0 . 0 9 . 500 19 . 555 K Factor = 4 . 20 to 150 0 . 0 0 . 0 4 . 114 46 18 . 57 0 . 0595 0 . 0 9 . 500 0 . 565 Vel = 6 . 26 0 . 0 18 . 57 24 . 234 K Factor = 3 . 77 9 0 . 0 1 . 101 1 E 3 . 825 19 . 500 23 . 706 0 . 0 to 150 0 . 0 3 . 825 8 .445 0 . 0 15 0 . 0 0 . 0 0 . 0 23 . 325 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 32 . 151 K Factor = 0 10 0 . 0 1 . 101 1 E 3 . 825 19 . 500 23 . 706 0 . 0 to 150 0 . 0 3 . 825 8 . 445 0 . 0 17 0 . 0 0 . 0 0 . 0 23325 0 . 0 0 . 0 Vel = 0 . 1 Calculations - Standard DESIGN LINE FIRE PROTECTION Page 8 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng 's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 0 . 0 0 . 0 32 . 151 K Factor = 0 11 0 . 0 1 . 101 1 E 3 . 825 19 . 500 23 . 706 0 . 0 to 150 0 . 0 3 . 825 8 .445 0 . 0 19 0 . 0 0 . 0 0 . 0 23 . 325 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 32 . 151 K Factor = 0 12 0 . 0 1 . 101 1 E 3 . 825 19 . 500 21 . 907 0 . 0 to 150 0 . 0 3 . 825 8 . 445 0 . 0 22 0 . 0 0 . 0 0 . 0 23 . 325 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 30 . 352 K Factor = 0 13 0. 0 1 . 101 IT 9 . 563 19 . 500 21 . 907 0 . 0 to 150 0 . 0 9 . 562 8 . 445 0 . 0 23 0 . 0 0 . 0 0 . 0 29 . 062 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 30 . 352 K Factor = 0 14 0 . 0 1 . 101 IT 9 . 563 19. 500 21 . 907 0 . 0 to 150 0 . 0 9 . 562 8 .445 0 . 0 24 0 . 0 0 . 0 0. 0 29 . 062 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 30 . 352 K Factor = 0 26 21 . 15 1 . 101 0. 0 9. 500 14 . 259 K Factor = 5 . 60 to 150 0 . 0 0 . 0 4 . 114 56 21 . 15 0 . 0755 0 . 0 9 . 500 0 . 717 Vel = 7 . 13 0 . 0 21 . 15 19 . 090 K Factor = 4 . 84 27 20 . 76 1 . 101 0 . 0 9 . 500 13 . 742 K Factor = 5 . 60 to 150 0 . 0 0 . 0 4 . 114 57 20 . 76 0 . 0729 0 . 0 9 . 500 0 . 693 Vel = 7 . 00 0 . 0 20 . 76 18 . 549 K Factor = 4 . 82 28 15 . 00 1 . 101 IT 9 . 563 0 . 500 7 . 175 K Factor = 5 . 60 to 150 0 . 0 9 . 562 0 . 0 31 15 . 0 0 . 0400 0 . 0 10 . 062 0 . 402 Vel = 5 . 05 0 . 0 15 . 00 7 . 577 K Factor = 5 .45 29 15 . 00 1 . 101 IT 9 . 563 0 . 500 7 . 175 K Factor = 5 . 60 to 150 0 . 0 9 . 562 0 . 0 31 15 . 0 0 . 0400 0 . 0 10. 062 0 .402 Vel = 5 . 05 31 15 . 00 1 . 101 1 E 3 . 825 3 . 000 7 . 577 to 150 0 . 0 3 . 825 0 . 0 32 30 . 0 0 . 1440 0 . 0 6 . 825 0 . 983 Vel = 10 . 11 32 0 . 0 1 . 101 0 . 0 9 . 500 8 . 560 to 150 0 . 0 0 . 0 4 . 114 59 30 . 0 0 . 1441 0. 0 9 . 500 1 . 369 Vel = 10 . 11 0 . 0 ,, i Calculations - Standard DESIGN LINE FIRE PROTECTION Page 9 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 30 . 00 14 . 043 K Factor = 8 . 01 30 19 .41 1 . 101 1 T 9 . 563 1 . 000 12 . 018 K Factor = 5 . 60 to 150 0 . 0 9 . 562 0 . 0 33 19 . 41 0 . 0644 0 . 0 10 . 562 0 . 680 Vel = 6 . 54 33 0 . 0 1 . 101 0 . 0 9 . 500 12 . 698 to 150 0 . 0 0 . 0 4 . 114 60 19 .41 0 . 0645 0 . 0 9 . 500 0 . 613 Vel = 6 . 54 0 . 0 19 . 41 17 .425 K Factor = 4 . 65 34 0 . 0 1 . 101 1 T 9 . 563 19 . 500 22 . 579 0 . 0 to 150 0 . 0 9 . 562 8 .445 0 . 0 38 0 . 0 0 . 0 0 . 0 29 . 062 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 31 . 024 K Factor = 0 35 0 . 0 1 . 101 1 T 9 . 563 19 . 500 22 . 579 0 . 0 to 150 0 . 0 9 . 562 8 .445 0 . 0 39 0 . 0 0 . 0 0 . 0 29 . 062 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 31 . 024 K Factor = 0 36 0 . 0 1 . 101 1T 9 . 563 19 . 500 22 . 579 0 . 0 to 150 0. 0 9 . 562 8 . 445 0 . 0 41 0 . 0 0 . 0 0 . 0 29 . 062 0. 0 0 . 0 Vel = 0 0 . 0 0 . 0 31 . 024 K Factor = 0 37 0 . 0 1 . 101 1 T 9 . 563 19 . 500 22 . 579 0 . 0 to 150 0. 0 9 . 562 8 .445 0 . 0 44 0 . 0 0 . 0 0 . 0 29 . 062 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 31 . 024 K Factor = 0 46 18 . 57 1 . 101 1T 9 . 563 10 . 000 24 .234 to 150 0 . 0 9 . 562 4. 331 65 18 . 57 0 . 0593 0 . 0 19 . 562 1 . 160 Vel = 6 . 26 0 . 0 18 . 57 29 . 725 K Factor = 3 . 41 54 18 . 04 1 . 101 1 T 9 . 563 13 . 000 23 . 322 to 150 2E 3 . 825 17 . 212 0 . 0 55 18 . 04 0 . 0562 0 . 0 30 . 212 1 . 699 Vel = 6 . 08 55 0 . 0 1 . 101 1T 9 . 563 10 . 000 25 . 021 to 150 0. 0 9 . 562 4 . 331 75 18 . 04 0 . 0563 0 . 0 19 . 562 1 . 101 Vel = 6 . 08 0 . 0 18 . 04 30 . 453 K Factor = 3 . 27 47 0 . 0 1 . 101 1 T 9 . 563 8 . 000 19 . 090 0 . 0 to 150 1 E 3 . 825 13 . 387 0 . 0 0 . 0 56 0 . 0 0 . 0 0 . 0 21 . 387 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 19 . 090 K Factor = 0 .Ai Calculations - Standard DESIGN LINE FIRE PROTECTION Page 10 CREEKSIDE Date Hyd . Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Fin 48 0 . 0 1 . 101 2E 3 . 825 13 . 000 18 . 549 0 . 0 to 150 0 . 0 7 . 650 0 . 0 0 . 0 49 0 . 0 0 . 0 0 . 0 20 . 650 0 . 0 0 . 0 Vel = 0 49 0 . 0 1 . 101 IT 9 . 563 6 . 000 18 . 549 0 . 0 to 150 IE 3 . 825 13 . 387 0 . 0 0 . 0 57 0 . 0 0 . 0 0 . 0 19 . 387 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 18 . 549 K Factor = 0 50 0 . 0 1 . 101 1 E 3 . 825 7. 000 14 . 043 0 . 0 to 150 0 . 0 3 . 825 0 . 0 0 . 0 58 0 . 0 0 . 0 0 . 0 10 . 825 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 14. 043 K Factor = 0 51 0 . 0 1 . 101 IT 9 . 563 4. 500 14 . 043 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 58 0 . 0 0 . 0 0 . 0 14 . 062 0 . 0 0 . 0 Vel = 0 58 0 . 0 1 . 101 IE 3 . 825 2 . 500 14 . 043 0 . 0 to 150 0 . 0 3 . 825 0 . 0 0 . 0 59 0 . 0 0 . 0 0 . 0 6 . 325 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 14. 043 K Factor = 0 52 0 . 0 1 . 101 0 . 0 10 . 000 17 . 425 0 . 0 to 150 0 . 0 0 . 0 0. 0 0 . 0 53 0 . 0 0 . 0 0. 0 10 . 000 0 . 0 0 . 0 Vel = 0 53 0 . 0 1 . 101 IT 9 . 563 6 . 000 17 . 425 0 . 0 to 150 1E 3 . 825 13 . 387 0 . 0 0 . 0 60 0 . 0 0 . 0 0 . 0 19 . 387 0 . 0 0 . 0 Vet = 0 0 . 0 0 . 0 17 . 425 K Factor = 0 56 21 . 15 1 . 101 1 E 3 . 825 10 . 000 19 . 090 to 150 0 . 0 3 . 825 4 . 331 62 21 . 15 0 . 0754 0 . 0 13 . 825 1 . 043 Vel = 7 . 13 0 . 0 21 . 15 24 .464 K Factor = 4 . 28 57 20 . 76 1 . 101 1 E 3 . 825 10 . 000 18 . 549 to 150 O . 0 3 . 825 4 . 331 61 20 . 76 0 . 0729 0 . 0 13 . 825 1 . 008 Vel = 7 . 00 0 . 0 20 . 76 23 . 888 K Factor = 4 . 25 59 30 . 00 1 . 101 1 E 3 . 825 10 . 000 14 . 043 to 150 0 . 0 3 . 825 4 . 331 70 30 . 0 0 . 1441 0 . 0 13 . 825 1 . 992 Vel = 10 . 11 0. 0 30 . 00 20 . 366 K Factor = 6 . 65 60 19 . 41 1 . 101 IT 9 . 563 10 . 000 17 . 425 to 150 0 . 0 9 . 562 4 . 331 72 19 . 41 0 . 0644 0 . 0 19 . 562 1 . 259 Vel = 6 . 54 A Calculations - Standard DESIGN LINE FIRE PROTECTION Page 11 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf P 0 . 0 19 .41 23 . 015 K Factor = 4 . 05 38 0 . 0 1 . 101 1 E 3 . 825 10 . 000 31 . 025 0 . 0 to 150 0 . 0 3 . 825 0 . 0 0 . 0 40 0 . 0 0 . 0 0 . 0 13 . 825 0 . 0 0 . 0 Vel = 0 0 . 0 0. 0 31 . 025 K Factor = 0 39 0 . 0 1 . 101 IT 9 . 563 1 . 000 31 . 025 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 40 0 . 0 0 . 0 0 . 0 10 . 562 0 . 0 0 . 0 Vet = 0 40 0 . 0 1 . 101 0 . 0 6 . 000 31 . 025 0 . 0 to 150 0 . 0 0 . 0 0 . 0 0 . 0 42 0 . 0 0 . 0 0 . 0 6 . 000 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 31 . 025 K Factor = 0 41 0 . 0 1 . 101 1T 9 . 563 1 . 000 31 . 025 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 42 0 . 0 0 . 0 0 . 0 10 . 562 0 . 0 0 . 0 Vel = 0 42 0 . 0 1 . 101 IT 9 . 563 11 . 000 31 . 025 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 43 0 . 0 0 . 0 0 . 0 20 . 562 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 31 . 025 K Factor = 0 44 0 . 0 1 . 101 1T 9 . 563 1 . 000 31 . 025 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 45 0 . 0 0 . 0 0 . 0 10 . 562 0. 0 0 . 0 Vel = 0 45 -0 . 01 2 . 003 0 . 0 14 . 000 31 . 025 to 150 0 . 0 0 . 0 0. 0 43 -0 . 01 0 . 0 0 . 0 14 . 000 0 . 0 Vel = 43 0 . 0 2 . 003 0 . 0 69 . 000 31 . 025 to 150 0 . 0 0 . 0 0 . 0 64 -0 . 01 0 . 0 0 . 0 69 . 000 0 . 0 Vel = 0 . 0 -0 . 01 31 . 025 K Factor = 61 20 . 76 1 . 101 1 E 3 . 825 15 . 000 23 . 888 to 150 0 . 0 3 . 825 0 . 0 63 20 . 76 0 . 0729 0 . 0 18 . 825 1 . 372 Vel = 7 . 00 0 . 0 20. 76 25 . 260 K Factor = 4. 13 62 21 . 15 1 . 101 IT 9 . 563 1 . 000 24.464 to 150 0 . 0 9 . 562 0 . 0 63 21 . 15 0 . 0754 0 . 0 10 . 562 0 . 796 Vel = 7 . 13 63 20 . 76 1 . 101 IT 9 . 563 12 . 000 25 . 260 to 150 0 . 0 9 . 562 0 . 0 64 41 . 91 0 . 2674 0 . 0 21 . 562 5 . 765 Vel = 14 . 12 64 0 . 0 2 . 003 0 . 0 5 . 000 31 . 025 to 150 0 . 0 0 . 0 0 . 0 25 41 . 91 0 . 0144 0 . 0 5 . 000 0 . 072 Vel = 4 . 27 A Calculations - Standard DESIGN LINE FIRE PROTECTION Page 12 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv, Ln . Total Pf Pn 0 . 0 41 . 91 31 . 097 K Factor = 7 . 52 22 0 . 0 1 . 101 0 . 0 9 . 000 30 . 352 0 . 0 to 150 0 . 0 0 . 0 0 . 0 0 . 0 23 0 . 0 0 . 0 0 . 0 9 . 000 0 . 0 0 . 0 Vel = 0 23 0 . 0 1 . 101 0 . 0 9 . 000 30 . 352 0 . 0 to 150 0 . 0 0 . 0 0 . 0 0 . 0 24 0 . 0 0 . 0 0 . 0 9 . 000 0 . 0 0 . 0 Vel = 0 24 0 . 0 1 . 101 0 . 0 6 . 000 30 . 352 0 . 0 to 150 0 . 0 0 . 0 0 . 0 0 . 0 66 0 . 0 0 . 0 0 . 0 6 . 000 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 30 . 352 K Factor = 0 65 18 . 57 1 . 101 IT 9 . 563 1 . 000 29 . 725 to 150 0 . 0 9 . 562 0 . 0 66 18 . 57 0 . 0594 0 . 0 10 . 562 0 .627 Vel = 6 . 26 66 0 . 0 1 . 101 IT 9 . 563 3 . 000 30 . 352 to 150 0 . 0 9 . 562 0 . 0 25 18 . 57 0 . 0593 0 . 0 12 . 562 0 . 745 Vel = 6 . 26 25 41 . 91 2 . 003 0 . 0 12 . 000 31 . 097 to 150 0 . 0 0 . 0 0 . 0 76 60 . 48 0 . 0286 0. 0 12 . 000 0 . 343 Vel = 6 . 16 0 . 0 60 . 48 31 .440 K Factor = 10 . 79 75 18 . 04 1 . 101 1T 9 . 563 8 . 000 30 .453 to 150 0 . 0 9 . 562 0 . 0 76 18 . 04 0 . 0562 0 . 0 17. 562 0 . 987 Vel = 6 . 08 76 60 . 48 2 . 003 0 . 0 1 . 000 31 .440 to 150 0 . 0 0 . 0 0 . 0 69 78 . 52 0 . 0470 0 . 0 1 . 000 0 . 047 Vel = 7 . 99 0 . 0 78 . 52 31 . 487 K Factor = 13 . 99 67 0 . 0 1 . 101 1 T 9 . 563 1 . 000 31 . 487 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 68 0 . 0 0 . 0 0 . 0 10 . 562 0 . 0 0 . 0 Vel = 0 68 0 . 0 1 . 101 1T 9 . 563 3 . 000 31 . 487 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 69 0 . 0 0 . 0 0 . 0 12 . 562 0 . 0 0 . 0 Vel = 0 69 78 . 52 2 . 003 0 . 0 2 . 000 31 . 487 to 150 0 . 0 0 . 0 0 . 0 74 78 . 52 0 . 0460 0 . 0 2 . 000 0 . 092 Vel = 7 . 99 0 . 0 78 . 52 31 . 579 K Factor = 13 . 97 70 30 . 00 1 . 101 IT 9 . 563 2 . 000 20 . 366 to 150 0 . 0 9 . 562 0 . 0 71 30 . 0 0 . 1440 0 . 0 11 . 562 1 . 665 Vel = 10 . 11 71 0 . 0 1 . 101 0 . 0 12 . 000 22 . 031 to 150 0 . 0 0 . 0 0 . 0 73 30 . 0 0 . 1441 0 . 0 12 . 000 1 . 729 Vel = 10 . 11 A Calculations - Standard DESIGN LINE FIRE PROTECTION Page 13 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 0 . 0 30 . 00 23 . 760 K Factor = 6 . 15 72 19 . 41 1 . 101 1T 9 . 563 2 . 000 23 . 015 to 150 0 . 0 9 . 562 0 . 0 73 19 . 41 0 . 0644 0 . 0 11 . 562 0 . 745 Vel = 6 . 54 73 30 . 00 1 . 101 1T 9 . 563 12 . 000 23 . 760 to 150 0 . 0 9 . 562 0 . 0 74 49 .41 0 . 3626 0 . 0 21 . 562 7 . 819 Vel = 16 . 65 74 78 . 53 2 . 003 0 . 0 5 . 000 31 . 579 to 150 0 . 0 0 . 0 0 . 0 21 127 . 94 0 . 1144 0 . 0 5 . 000 0 . 572 Vel = 13 . 03 0 . 0 127 . 94 32 . 151 K Factor = 22 . 56 15 0 . 0 1 . 101 1E 3 . 825 2 . 000 32 . 151 0 . 0 to 150 0 . 0 3 . 825 0 . 0 0 . 0 16 0 . 0 0 . 0 0 . 0 5 . 825 0 . 0 0 . 0 Vel = 0 16 0 . 0 1 . 101 0 . 0 9 . 000 32 . 151 0 . 0 to 150 0 . 0 0 . 0 0 . 0 0 . 0 18 0 . 0 0 . 0 0 . 0 9 . 000 0 . 0 0 . 0 Vel = 0 0. 0 0 . 0 32 . 151 K Factor = 0 17 0 . 0 1 . 101 1T 9 . 563 2 . 000 32 . 151 0. 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 18 0 . 0 0 . 0 0 . 0 11 . 562 0 . 0 0 . 0 Vel = 0 18 0 . 0 1 . 101 0 . 0 9 . 000 32 . 151 0 . 0 to 150 0 . 0 0. 0 0 . 0 0 . 0 20 0 . 0 0 . 0 0 . 0 9. 000 0 . 0 0. 0 Vel = 0 0 . 0 0 . 0 32 . 151 K Factor = 0 19 0 . 0 1 . 101 1T 9 . 563 2 . 000 32 . 151 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 20 0 . 0 0 . 0 0 . 0 11 . 562 0 . 0 0 . 0 Vel = 0 20 0 . 0 1 . 101 1T 9 . 563 9 . 000 32 . 151 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 21 0 . 0 0 . 0 0 . 0 18 . 562 0 . 0 0 . 0 Vel = 0 21 127 . 94 2 . 003 1T 12 . 965 6 . 000 32 . 151 to 150 0 . 0 12 . 964 0 . 0 100 127 . 94 0 . 1143 0 . 0 18 . 964 2 . 168 Vel = 13 . 03 100 0 . 0 2 . 423 1 E 8 . 273 15 . 000 34 . 319 to 150 0 . 0 8 . 273 0 . 0 101 127 . 94 0 . 0452 0 . 0 23 . 273 1 . 053 Vel 1"ft 8 . 90 101 0 . 0 4 . 26 1 E 13 . 167 10 . 000 35 . 372 to 120 0 . 0 13 . 167 4 . 331 102 127 . 94 0 . 0044 0 . 0 23 . 167 0 . 101 Vel = 2 . 88 102 0 . 0 4 . 26 6E 13 . 167 55 . 000 39 . 804 to 120 0 . 0 79. 002 0 . 0 TR 127 . 94 0 . 0044 0 . 0 134. 002 0 . 587 Vel = 2 . 88 al Calculations - Standard DESIGN LINE FIRE PROTECTION Page 14 CREEKSIDE Date Hyd . Qa Dia , Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn TR 0 . 0 4 . 26 113 15 . 8 7 . 000 40 . 391 to 120 1T 26 . 334 42 . 134 3 . 032 BR 127 . 94 0 . 0044 0 . 0 49 . 134 0 .215 Vel = 2 . 88 BR 0 . 0 4 . 026 2G 2 . 0 3 . 000 43 . 638 to 120 1T 20 . 0 24 . 000 4 . 000 * Fixed loss = 4 UG 127 . 94 0 . 0058 0 . 0 27 . 000 0 . 156 Vel = 3 . 22 UG 0 . 0 6 . 16 2E 20 . 084 140 . 000 47 . 794 to 140 1G 4 . 304 44 .472 0 . 0 HYD 127 . 94 0 . 0005 0 . 0 184 . 472 0. 100 Vel = 1 . 38 HYD 100 . 00 6 . 16 1G 4 . 304 20 . 000 47 . 894 Qa = 100 to 140 1T 43 . 037 47 . 341 0 . 0 ST 227 . 94 0 . 0016 0 . 0 67 . 341 0 . 107 Vel = 2 . 45 0 . 0 227 . 94 48 . 001 K Factor = 32 . 90 Fire Protection by Computer Design DESIGN LINE FIRE PROTECTION RAMSEY MN 763-274-0768 Job Name CREEKSIDE Building REMOTE #5 Location 16520 TRANQUILLITY COURT PRIOR LAKE, MN System 2 Contract Data File PRIOR5 . WXF .. N LINE FIRE PROTECTION Page 1 . cEEKSIDE Date HYDRAULIC DESIGN INFORMATION SHEET Name - CREEKSIDE ESTATES Date - 9 / 7 / 05 Location - 16520 TRANQUILLITY COURT PRIOR LAKE , MN Building - REMOTE # 5 System No . - 2 Contractor - SECURITY FIRE SPRINKLER Contract No . - Calculated By - BRUCE THOMAS Drawing No . - 3 Construction : ( ) Combustible ( X ) Non - Combustible Ceiling Height 8 FEET OCCUPANCY - S Type of Calculation : ( X ) NFPA 13 Residential ( ) NFPA 13R ( ) NFPA 13D Y Number of Sprinklers Flowing : ( ) 1 ( ) 2 ( X ) 4 ( ) S ( ) Other T ( ) Specific Ruling Made by Date E M Listed Flow at Start Point 16 Gpm System Type Listed Pres . at Start Point - 14 . 5 Psi ( X ) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 100 Gpm Make CENTRAL Model LFII I Elevation at Highest Outlet - Feet Size 1 / 2 " K- Factor 4 . 2 G Note : REMOTE # 5 Temperature Rating 155 N Calculation Gpm Required 174 . 34 Psi Required 54 . 494 At Test Summary C - Factor Used : Overhead 150 Underground 140 W Water Flow Test : Pump Data : Tank or Reservoir : A Date of Test - 8 / 17 / 05 Rated Cap , Cap . T Time of Test - @ Psi Elev . E Static ( Psi ) - 88 Elev . 1 R Residual ( Psi ) - 80 Other Well Flow ( Gpm ) - 1465 Proof Flow Gpm S Elevation - 1 P Location : SITE P L Source of Information : FLOW TEST WAS TAKEN Y no < m x c cn 0 m NJ ` 0 0 0 0 0 0 0 0 0 0 NJ w n mC a C0 0 0 0 o C) nn� z U NNN - ID or c C) mz -C 0o a � � m C vm � c FvCo 0 Cc o � in m C c n m -I 09 O 4000 0 Z 0 0 G) N N C) O 3 c o m 0 o -� Q r 3cy � Z N a O � w CD O' o �- 0 C j .A � o S 3 z CO O D o 0 w OD o Cnomm000 V N WO O NN � Cn (DCDcn Cl) rn � UoDC rtC {� (p (D Q t_Q33o33o o a < (D ':OE� 00 3 � '" � O Q (D . . . . . . . . . . . . . . 1 WW06 0 pW00 � N WA ., Cn � � G) CnKco N Anmary oN LINE FIRE PROTECTION Page 3 . <EEKSI DE Date Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H 45' Grvd-Vic Elbow I 90' Grvd-Vic Elbow J 90' Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N PVC Standard Elbow O PVC Tee Branch P PVC 45' Elbow Q Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow V 90' Firelock Elbow W Wafer Check Valve X 90' Firelock Tee Y Mechanical Tee Z Flow Switch nmary .A LINE FIRE PROTECTION Page 4 <EEKSIDE Date Unadjusted Fittings Table 1 /2 3/4 1 11 /4 11 /2 2 21 /2 3 31 /2 4 A 747 21 . 5 17. 0 B 7 . 0 10. 0 12 . 0 C 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 D 9. 5 17.0 28. 0 E 2 . 0 2 . 0 2 . 0 3.0 4 .0 5 . 0 6. 0 7.0 8. 0 10. 0 F 1 . 0 1 . 0 1 . 0 1 .0 2 . 0 2 . 0 3.0 3. 0 3.0 4. 0 G 1 . 0 1 .0 1 .0 1 . 0 2. 0 H 1 . 0 1 . 5 2. 0 2 . 0 3 . 0 3.0 3. 5 3. 5 1 2 . 0 3.0 4.0 3. 5 6 . 0 5. 0 8. 0 7 . 0 J 4. 5 6. 0 B . 0 8 . 5 10. 8 13. 0 17. 0 16 . 0 K 14. 0 14 . 0 L 1 . 0 1 . 0 2. 0 2 . 0 2.0 3.0 4.0 5. 0 5 . 0 6. 0 M 2 . 0 2.0 3. 0 3. 0 4. 0 5 . 0 6 .0 6 . 0 8 . 0 N 7 . 0 7.0 7.0 8.0 9.0 11 .0 12 .0 13. 0 O 3 . 0 3.0 5. 0 6.0 8 .0 10.0 1200 15. 0 P 1 .0 1 .0 1 . 0 2. 0 2 .0 2.0 3 . 0 4 . 0 Q 18.0 29. 0 35 . 0 R 1 . 0 1 . 0 1 .0 1 .0 1 .0 1 .0 2 . 0 2 .0 S 4. 0 5.0 5 . 0 7.0 9.0 11 .0 14. 0 16.0 1940 22. 0 T 3 . 0 4.0 5. 0 6. 0 8.0 10. 0 12.0 15.0 17. 0 20. 0 U 1 .8 2 .2 2 .6 3.4 V 3.5 4. 3 5 . 0 6. 8 W 10 . 3 X 8.5 10. 8 13 . 0 16 . 0 Y 2 . 0 4 . 0 5.0 6. 0 8 .0 10 . 5 12 . 5 15. 5 2200 Z 2. 0 2 .0 2.0 3 . 0 4 . 0 5 .0 6 . 0 7.0 8 . 0 1060 5 6 8 10 12 14 16 18 20 24 A 17.0 27. 0 29. 0 B 9.0 10 . 0 12 . 0 19.0 21 .0 C 1 . 0 1 . 0 1 . 0 1 .0 1 .0 1 .0 1 . 0 1 . 0 1 . 0 1 . 0 D 47.0 E 12 .0 14. 0 18.0 22.0 27.0 35.0 40. 0 45. 0 50. 0 61 . 0 F 5.0 7. 0 9.0 11 .0 13.0 17.0 19. 0 21 . 0 24. 0 28 .0 G 2.0 3 .0 4.0 5. 0 6.0 7.0 8. 0 1 0.0 11 . 0 1 3 .0 H 4. 5 5 . 0 6 . 5 8.5 10.0 18.0 20. 0 23.0 25. 0 30. 0 1 8 . 5 10.0 13.0 17.0 2040 23 .0 25 . 0 33.0 36. 0 40 . 0 J 21 . 0 25 .0 33. 0 41 .0 50.0 65. 0 78. 0 88. 0 98. 0 120 .0 K 36 . 0 55. 0 45. 0 L 8. 0 9. 0 13 . 0 16.0 18.0 24.0 27. 0 30. 0 34. 0 40 . 0 M 10 . 0 12 . 0 16. 0 19.0 22.0 N O P Q 33.0 R S 27. 0 32 .0 45.0 55 . 0 65 . 0 76 . 0 87 . 0 98 .0 109 . 0 130. 0 T 25 . 0 30. 0 35. 0 50. 0 60.0 71 .0 81 . 0 91 . 0 101 . 0 121 . 0 U 4.2 5.0 5.0 V 8. 5 10.0 13. 0 W 13. 1 31 . 8 35 . 8 27 .4 X 21 .0 25.0 33.0 Y Z 12. 0 14. 0 18. 0 22. 0 27. 0 35 . 0 40. 0 45. 0 50. 0 61 . 0 low Summary - STANDARD , .JN LINE FIRE PROTECTION Page 5 . <EEKSIDE Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 37. 5 33.02 na 2 37 . 5 33. 02 na 3 37. 5 33, 02 na 4 37. 5 32 . 18 na 5 37. 5 32 . 18 na 6 37. 5 32 , 18 na 7 37. 5 32 ,68 na 8 37. 5 32 . 18 na 9 37 . 5 33 . 02 na 10 37 . 5 33 . 02 na 11 3T5 33.02 na 12 37. 5 32. 18 na 13 37. 5 32 . 18 na 14 37. 5 32 . 18 na 26 37. 5 31 , 97 na 27 37 . 5 31 . 97 na 28 37 . 5 32 ,81 na 29 37. 5 32 . 81 na 31 37. 5 32 . 81 na 32 37 . 5 32 . 81 na 30 37. 5 32 .81 na 33 37 .5 32 . 81 na 34 37.5 4.2 17.21 na 17.42 A 160 14. 5 35 37.5 4.2 17. 36 na 17. 5 A 175 14 . 5 36 37. 5 4.2 18.39 na 18 . 01 A 175 14 . 5 37 37. 5 4.2 25. 97 na 21A A 175 14 . 5 46 28.0 36. 29 na 54 28. 0 36.8 na 55 28.0 36. 8 na 47 28.0 36.08 na 48 28.0 36.08 na 49 28.0 36,08 na 50 28.0 36,92 na 51 28. 0 36. 92 na 58 28 . 0 36.92 na 52 28 . 0 36.92 na 53 28.0 36.92 na 56 28 . 0 36 .08 na 57 28. 0 36,08 na 59 28.0 36. 92 na 60 28. 0 36 . 92 na 38 18. 0 27. 18 na 39 18.0 27, 35 na 40 18. 0 27. 91 na 41 18 .0 28 .47 na 42 180 29. 06 na 44 18.0 36 .65 na 45 18. 0 37.47 na 43 18.0 37 . 53 na 61 18 . 0 40A2 na 62 18.0 40,42 na 63 18. 0 40,42 na 64 180 40A2 na 22 180 40. 62 na 23 180 40. 62 na 24 18. 0 40,62 na 65 18. 0 40, 62 na 66 18 . 0 40, 62 na 25 18 . 0 40.62 na 75 18. 0 41 . 13 na 76 18. 0 41 . 13 na 67 18 . 0 4117 na nary - Standard . �A LINE FIRE PROTECTION Page 6 , r< EEKSIDE Date Node Elevation K-Fact Pt Pn Flow Density Area Press No . Actual Actual Req . 68 18. 0 41 . 17 na 69 18. 0 41 . 17 na 70 18. 0 41 .25 na 71 18 .0 41 .25 na 72 18. 0 41 .25 na 73 18 . 0 41 .25 na 74 18. 0 41 .25 na 15 18 . 0 41 .46 na 16 18 . 0 41 .46 na 17 18 . 0 41 .46 na 18 18. 0 41 .46 na 19 18 . 0 41 .46 na 20 18 . 0 41 .46 na 21 18. 0 41 .46 na 100 18 . 0 42.26 na 101 18 . 0 42.64 na 102 8 . 0 47 . 01 na TR 8 . 0 47.22 na BR 1 . 0 50. 34 na UG 1 . 0 54.39 na HYD 1 . 0 54.43 na 100.0 ST 1 . 0 54.49 na The maximum velocity is 17 . 84 and it occurs in the pipe between nodes 42 and 43 mations - Standard , A LINE FIRE PROTECTION Page 7 , <EEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 1 0 . 0 1 . 104 IE 2 . 565 5 . 000 33 . 017 0 . 0 to 120 0. 0 2 . 565 0 . 0 0 . 0 9 0 . 0 0 . 0 0 . 0 7 . 565 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 33 . 017 K Factor = 0 2 0 . 0 1 . 104 1 E 2 . 565 5 . 000 33 . 017 0 . 0 to 120 0 . 0 2 . 565 0 . 0 0 . 0 10 0 . 0 0 . 0 0 . 0 7 . 565 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 33 . 017 K Factor = 0 3 0 . 0 1 . 104 1 E 2 . 565 5 . 000 33 . 017 0 . 0 to 120 0 . 0 2 . 565 0 . 0 0 . 0 11 0 . 0 0 . 0 0 . 0 7 . 565 0 . 0 0 . 0 Vel = 0 0. 0 0 . 0 33 . 017 K Factor = 0 4 0 . 0 1 . 104 IT 6 .413 5 . 000 32 . 179 0 . 0 to 120 0 . 0 6 . 413 0 . 0 0 . 0 12 0 . 0 0 . 0 0 . 0 11 . 413 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 32 . 179 K Factor = 0 5 0 . 0 1 . 104 IT 6 .413 5 . 000 32 . 179 0 . 0 to 120 0 . 0 6 .413 0 . 0 0 . 0 13 0 . 0 0 . 0 0 . 0 11 .413 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 32 . 179 K Factor = 0 6 0 . 0 1 . 104 IT 6 .413 5 . 000 32 . 179 0 . 0 to 120 0. 0 6 .413 0 . 0 0 . 0 14 0 . 0 0. 0 0 . 0 11 . 413 0 . 0 0 . 0 Vel = 0 0 . 0 0. 0 32 . 179 K Factor = 0 7 0. 0 1 . 101 1 E 3 . 825 9 . 500 32 . 682 0 . 0 to 150 0 . 0 3 . 825 4 . 114 0 . 0 54 0 . 0 0. 0 0. 0 13 . 325 0 . 0 0. 0 Vel = 0 0 . 0 0 . 0 36 . 796 K Factor = 0 8 0 . 0 1 . 101 0 . 0 9 . 500 32 . 179 0 . 0 to 150 0 . 0 0 . 0 4 . 114 0 . 0 46 0 . 0 0 . 0 0 . 0 9 . 500 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 36 . 293 K Factor = 0 9 0 . 0 1 . 101 1 E 3 . 825 19 . 500 33 . 017 0 . 0 to 150 0 . 0 3 . 825 8 . 445 0 . 0 15 0 . 0 0 . 0 0 . 0 23 . 325 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 41 . 462 K Factor = 0 10 0 . 0 1 . 101 1 E 3 . 825 19 . 500 33 . 017 0 . 0 to 150 0 . 0 3 . 825 8 . 445 0 . 0 17 0 . 0 0 . 0 0 . 0 21325 0 . 0 0 . 0 Vel = 0 ., rations - Standard oN LINE FIRE PROTECTION Page 8 . < EEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 0 . 0 0 . 0 41 . 462 K Factor = 0 11 0 . 0 1 . 101 1 E 3 . 825 19 . 500 33 . 017 0 . 0 to 150 0 . 0 3 . 825 8 . 445 0 . 0 19 0 . 0 0 . 0 0 . 0 23 . 325 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 41 . 462 K Factor = 0 12 0 . 0 1 . 101 1 E 3 . 825 19 . 500 32 . 179 0 . 0 to 150 0 . 0 3 . 825 8 .445 0 . 0 22 0. 0 0 . 0 0 . 0 23 . 325 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 40 . 624 K Factor = 0 13 0 . 0 1 . 101 1T 9 . 563 19 . 500 32 . 179 0 . 0 to 150 0 . 0 9. 562 8 . 445 0 . 0 23 0 . 0 0 . 0 0 . 0 29 . 062 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 40 . 624 K Factor = 0 14 0. 0 1 . 101 1 T 9 . 563 19 . 500 32 . 179 0 . 0 to 150 0 . 0 9 . 562 8 . 445 0 . 0 24 0 . 0 0 . 0 0 . 0 29 . 062 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 40 . 624 K Factor = 0 26 0 . 0 1 . 101 0 . 0 9 . 500 31 . 970 0 . 0 to 150 0 . 0 0 . 0 4 . 114 0 . 0 56 0 . 0 0 . 0 0 . 0 9 . 500 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 36 . 084 K Factor = 0 27 0 . 0 1 . 101 0 . 0 9 . 500 31 . 970 0 . 0 to 150 0 . 0 0 . 0 4 . 114 0 . 0 57 0. 0 0 . 0 0 . 0 9 . 500 0. 0 0 . 0 Vel = 0 0 . 0 0 . 0 36 . 084 K Factor = 0 28 0 . 0 1 . 101 1T 9 . 563 0 . 500 32 . 807 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 31 0 . 0 0 . 0 0 . 0 10 . 062 0 . 0 0 . 0 Vel = 0 0 . 0 0. 0 32 . 807 K Factor = 0 29 0 . 0 1 . 101 1T 9 . 563 0 . 500 32 . 807 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 31 0 . 0 0 . 0 0 . 0 10 . 062 0 . 0 0 . 0 Vel = 0 31 0 . 0 1 . 101 1E 3 . 825 3 . 000 32 . 807 0 . 0 to 150 0 . 0 3 . 825 0 . 0 0 . 0 32 0 . 0 0 . 0 0 . 0 6 . 825 0 . 0 0 . 0 Vel = 0 32 0 . 0 1 . 101 0 . 0 9 . 500 32 . 807 0 . 0 to 150 0 . 0 0 . 0 4 . 114 0 . 0 59 0 . 0 0 . 0 0 . 0 9 . 500 0 . 0 0 . 0 Vel = 0 0 . 0 .mations - Standard . jN LINE FIRE PROTECTION Page 9 � rtEEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng 's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 0 . 0 36 . 921 K Factor = 0 30 0 . 0 1 . 101 1T 9 . 563 1 . 000 32 . 807 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 33 0 . 0 0 . 0 0 . 0 10 . 562 0 . 0 0 . 0 Vel = 0 33 0 . 0 1 . 101 0 . 0 9 . 500 32 . 807 0 . 0 to 150 0 . 0 0 . 0 4 . 114 0 . 0 60 0 . 0 0 . 0 0 . 0 9 . 500 0. 0 0 . 0 Vel = 0 0 . 0 0 . 0 36 . 921 K Factor = 0 34 17 . 42 1 . 101 1T 9 . 563 19 . 500 17 . 206 K Factor = 4 . 20 to 150 0 . 0 9 . 562 8 . 445 38 17 . 42 0 . 0527 0 . 0 29 . 062 1 . 533 Vel = 5 . 87 0 . 0 17 . 42 27 . 184 K Factor = 3 . 34 35 17 . 50 1 . 101 1T 9 . 563 19 . 500 17 . 361 K Factor = 4 . 20 to 150 0 . 0 9 . 562 8 .445 39 17 . 5 0 . 0532 0 . 0 29 . 062 1 . 545 Vel = 5 . 90 0 . 0 17 . 50 27 . 351 K Factor = 3 . 35 36 18 . 01 1 . 101 IT 9 . 563 19 . 500 18 . 391 K Factor = 4 .20 to 150 0 . 0 9 . 562 8 .445 41 18 . 01 0 . 0561 0 . 0 29 . 062 1 . 629 Vel = 6 . 07 0 . 0 18 . 01 28 .465 K Factor = 3 . 38 37 21 . 40 1 . 101 1T 9 . 563 19 . 500 25. 966 K Factor = 4 . 20 to 150 0 . 0 9 . 562 8 .445 44 21 .4 0 . 0771 0 . 0 29 . 062 2 .242 Vel = 7.21 0 . 0 21 . 40 36 . 653 K Factor = 3 . 53 46 0 . 0 1 . 101 1 T 9 . 563 10 . 000 36. 294 0. 0 to 150 0 . 0 9 . 562 4. 331 0 . 0 65 0 . 0 0 . 0 0 . 0 19 . 562 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 40 . 625 K Factor = 0 54 0 . 0 1 . 101 IT 9 . 563 13 . 000 36 . 796 0 . 0 to 150 2E 3 . 825 17 . 212 0 . 0 0 . 0 55 0 . 0 0. 0 0 . 0 30 . 212 0 . 0 0 . 0 Vel = 0 55 0 . 0 1 . 101 IT 9 . 563 10 . 000 36 . 796 0 . 0 to 150 0 . 0 9 . 562 4. 331 0. 0 75 0 . 0 0. 0 0 . 0 19 . 562 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 41 . 127 K Factor = 0 47 0 . 0 1 . 101 IT 9 . 563 8 . 000 36 . 084 0 . 0 to 150 1 E 3 . 825 13 . 387 0 . 0 0. 0 56 0 . 0 0 . 0 0 . 0 21 . 387 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 36 . 084 K Factor = 0 . , ations - Standard .sN LINE FIRE PROTECTION Page 10 . <EEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv . Ln . Total Pf Pn 48 0 . 0 1 . 101 2E 3 . 825 13 . 000 36 . 084 0 . 0 to 150 0 . 0 7 . 650 0 . 0 0 . 0 49 0 . 0 0 . 0 0 . 0 20 . 650 0 . 0 0 . 0 Vel = 0 49 0 . 0 1 . 101 IT 9 . 563 6 . 000 36 . 084 0 . 0 to 150 IE 3 . 825 13 . 387 0 . 0 0 . 0 57 0 . 0 0 . 0 0 . 0 19 . 387 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 36 . 084 K Factor = 0 50 0 . 0 1 . 101 1 E 3 . 825 7 . 000 36 . 922 0 . 0 to 150 0 . 0 3 . 825 0 . 0 0 . 0 58 0 . 0 0 . 0 0 . 0 10 . 825 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 36 . 922 K Factor = 0 51 0 . 0 1 . 101 1 T 9 . 563 4 . 500 36 . 922 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 58 0 . 0 0 . 0 0 . 0 14 . 062 0 . 0 0 . 0 Vel = 0 58 0 . 0 1 . 101 1 E 3 . 825 2 . 500 36 . 922 0 . 0 to 150 0. 0 3 . 825 0 . 0 0 . 0 59 0 . 0 0 . 0 0 . 0 6 . 325 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 36 . 922 K Factor = 0 52 0 . 0 1 . 101 0 . 0 10. 000 36 . 922 0 . 0 to 150 0 . 0 0 . 0 0 . 0 0 . 0 53 0 . 0 0. 0 0 . 0 10 . 000 0 . 0 0 . 0 Vel = 0 53 0 . 0 1 . 101 1T 9 . 563 6 . 000 36 . 922 0 . 0 to 150 1E 3 . 825 13 . 387 0 . 0 0 . 0 60 0 . 0 0 . 0 0 . 0 19 . 387 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 36 . 922 K Factor = 0 56 0 . 0 1 . 101 1 E 3 . 825 10 . 000 36 . 084 0 . 0 to 150 0 . 0 3 . 825 4 . 331 0 . 0 62 0 . 0 0 . 0 0 . 0 13 . 825 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 40 . 415 K Factor = 0 57 0 . 0 1 . 101 1 E 3 . 825 10 . 000 36 . 084 0 . 0 to 150 0 . 0 3 . 825 4 . 331 0 . 0 61 0 . 0 0 . 0 0 . 0 13 . 825 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 40 . 415 K Factor = 0 59 0 . 0 1 . 101 1 E 3 . 825 10. 000 36 . 922 0 . 0 to 150 0 . 0 3 . 825 4 . 331 0 . 0 70 0 . 0 0 . 0 0 . 0 13 . 825 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 41 . 253 K Factor = 0 60 0 . 0 1 . 101 IT 9 . 563 10 . 000 36 . 922 0 . 0 to 150 0 . 0 9 . 562 4 . 331 0 . 0 72 0 . 0 0. 0 0 . 0 19 . 562 0 . 0 0 . 0 Vel = 0 . fations - Standard jN LINE FIRE PROTECTION Page 11 anrn % EEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 0 . 0 0 . 0 41 .253 K Factor = 0 38 17 . 42 1 . 101 1 E 3 . 825 10 . 000 27 . 184 to 150 0 . 0 3 . 825 0 . 0 40 17 . 42 0 . 0527 0 . 0 13 . 825 0 . 728 Vel = 5 . 87 0 . 0 17 .42 27 . 912 K Factor = 3 . 30 39 17 . 50 1 . 101 IT 9 . 563 1 . 000 27 . 351 to 150 0 . 0 9. 562 0 . 0 40 17 . 5 0 . 0531 0 . 0 10 . 562 0 . 561 Vel 4"'P 5 . 90 40 17 . 42 1 . 101 0 . 0 6 . 000 27 . 912 to 150 0 . 0 0 . 0 0 . 0 42 34 . 92 0 . 1908 0 . 0 6 . 000 1 . 145 Vel = 11 , 77 0 . 0 34 . 92 29 . 057 K Factor = 6 .48 41 18 . 01 1 . 101 IT 9 . 563 1 . 000 28 . 465 to 150 0 . 0 9 . 562 0 . 0 42 18 . 01 0 . 0560 0 . 0 10 . 562 0. 592 Vel = 6 . 07 42 34 . 92 1 . 101 IT 9 . 563 11 . 000 29 . 057 to 150 0 . 0 9 . 562 0 . 0 43 52 . 93 0 .4119 0 . 0 20. 562 8 .469 Vel = 17. 84 0 . o 52 . 93 37 . 526 K Factor = 8 . 64 44 21 . 40 1 . 101 1T 9 . 563 1 . 000 36 . 653 to 150 0 . 0 9 . 562 0 . 0 45 21 .4 0 . 0772 0 . 0 10 . 562 0 . 815 Vel = 7 . 21 45 0 . 0 2 . 003 0 . 0 14 . 000 37 .468 to 150 0 . 0 0 . 0 0 . 0 43 21 . 4 0 . 0041 0 . 0 14 . 000 0 . 058 Vel = 2 . 18 43 52 . 94 2 . 003 0 . 0 69 . 000 37. 526 to 150 0 . 0 0 . 0 0 . 0 64 74 . 34 0 . 0419 0 . 0 69 . 000 2 . 889 Vel = 7 . 57 O . o 74 . 34 40 . 415 K Factor = 11 . 69 61 0 . o 1 . 101 1 E 3 . 825 15 . 000 40 . 415 0 . 0 to 150 0 . 0 3 . 825 0 . 0 0 . 0 63 0 . 0 0 . 0 0 . 0 18 . 825 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 40.415 K Factor = 0 62 0 . 0 1 . 101 1 T 9 . 563 1 . 000 40 .415 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 63 0 . 0 0 . o 0 . 0 10 . 562 0 . 0 0 . 0 Vel = 0 63 0 . 0 1 . 101 1T 9 . 563 12 . 000 40 . 415 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 64 0 . 0 0 . 0 0 . 0 21 . 562 0 . 0 0 . 0 Vel = 0 64 74 . 34 2 . 003 0 . 0 5 . 000 40 . 415 to 150 0 . 0 0 . 0 0 . 0 25 7434 0 . 0420 0 . 0 5 . 000 0 . 210 Vel = 7 . 57 ., , atlons - Standard . �A LINE FIRE PROTECTION Page 12 , r< EEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv , Ln . Total Pf Pn 0 . 0 74 . 34 40. 625 K Factor = 11 . 66 22 0 . 0 1 . 101 0 . 0 9 . 000 40 . 625 0 . 0 to 150 0 . 0 0 . 0 0 . 0 0 . 0 23 0 . 0 0 . 0 0 . 0 9 . 000 0 . 0 0 . 0 Vel = 0 23 0 . 0 1 . 101 0 . 0 9 . 000 40 . 625 0 . 0 to 150 0 . 0 0 . 0 0 . 0 0 . 0 24 0 . 0 0 . 0 0 . 0 9 . 000 0 . 0 0 . 0 Vel = 0 24 0 . 0 1 . 101 0 . 0 6 . 000 40 . 625 0 . 0 to 150 0 . 0 0 . 0 0 . 0 0 . 0 66 0 . 0 0 . 0 0 . 0 6 . 000 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 40 . 625 K Factor = 0 65 0 . 0 1 . 101 1T 9 . 563 1 . 000 40 . 625 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0. 0 66 0 . 0 0 . 0 0 . 0 10 . 562 0 . 0 0 . 0 Vel = 0 66 0 . 0 1 . 101 1T 9 . 563 3 . 000 40 . 625 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0. 0 25 0 . 0 0 . 0 0 . 0 12 . 562 0 . 0 0 . 0 Vel = 0 25 74 . 34 2 . 003 0 . 0 12 . 000 40 . 625 to 150 0 . 0 0 . 0 0 . 0 76 74 . 34 0 . 0418 0 . 0 12 . 000 0 . 502 Vel = 7. 57 0. 0 74 . 34 41 . 127 K Factor = 11 . 59 75 0 . 0 1 . 101 1 T 9 . 563 8 . 000 41 . 127 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 76 0 . 0 0 . 0 0 . 0 17 . 562 0 . 0 0 . 0 Vel = 0 76 74 . 34 2 . 003 0 . 0 1 . 000 41 . 127 to 150 0 . 0 0 . 0 0 . 0 69 74 . 34 0 . 0420 0 . 0 1 . 000 0 . 042 Vel = 7 . 57 0 . 0 74 . 34 41 . 169 K Factor = 11 . 59 67 0 . 0 1 . 101 1T 9 . 563 1 . 000 41 . 169 0. 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 68 0 . 0 0 . 0 0 . 0 10 . 562 0 . 0 0 . 0 Vel = 0 68 0 . 0 1 . 101 1T 9 . 563 3 . 000 41 . 169 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 69 0 . 0 0 . 0 0 . 0 12 . 562 0 . 0 0 . 0 Vel = 0 69 74 . 34 2 . 003 0 . 0 2 . 000 41 . 169 to 150 0 . 0 0 . 0 0 . 0 74 74 . 34 0 . 0420 0 . 0 2 . 000 0 . 084 Vel = 7 . 57 0 . 0 74 . 34 41 . 253 K Factor = 11 . 57 70 0 . 0 1 . 101 1 T 9 . 563 2 . 000 41 . 253 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 71 0 . 0 0 . 0 0 . 0 11 . 562 0 . 0 0 . 0 Vel = 0 71 0 . 0 1 . 101 0 . 0 12 . 000 41 . 253 0 . 0 to 150 0 . 0 0 . 0 0 . 0 0 . 0 73 0 . 0 0 . 0 0 . 0 12 . 000 0 . 0 0 . 0 Vel = 0 .. fations - Standard oN LINE FIRE PROTECTION Page 13 , ftEEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 0 . 0 0 . 0 41 . 253 K Factor = 0 72 0 . 0 1 . 101 1T 9 . 563 2 . 000 41 . 253 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 73 0 . 0 0 . 0 0 . 0 11 . 562 0 . 0 0 . 0 Vel = 0 73 0 . 0 1 . 101 1T 9 . 563 12 . 000 41 . 253 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 74 0 . 0 0 . 0 0. 0 21 . 562 0 . 0 0 . 0 Vel = 0 74 74 . 34 2 . 003 0 . 0 5 . 000 41 . 253 to 150 0 . 0 0 . 0 0 . 0 21 74 . 34 0 . 0418 0 . 0 5 . 000 0 . 209 Vel = 7 . 57 0 . 0 74 . 34 41 . 462 K Factor = 11 . 55 15 0 . 0 1 . 101 1 E 3 . 825 2 . 000 41 .462 0 . 0 to 150 0 . 0 3 . 825 0 . 0 0 . 0 16 0 . 0 0 . 0 0 . 0 5 . 825 0 . 0 0 . 0 Vel = 0 16 0 . 0 1 . 101 0 . 0 9 . 000 41 .462 0 . 0 to 150 0 . 0 0 . 0 0 . 0 0 . 0 18 0 . 0 0 . 0 0 . 0 9 . 000 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 41 . 462 K Factor = 0 17 0 . 0 1 . 101 1T 9. 563 2 . 000 41 .462 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 18 0 . 0 0 . 0 0 . 0 11 . 562 0 . 0 0 . 0 Vel = 0 18 0 . 0 1 . 101 0 . 0 9. 000 41 . 462 0. 0 to 150 0 . 0 0 . 0 0 . 0 0 . 0 20 0 . 0 0 . 0 0 . 0 9 . 000 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 41 . 462 K Factor = 0 19 0 . 0 1 . 101 1 T 9 . 563 2 . 000 41 . 462 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 20 0 . 0 0 . 0 0 . 0 11 . 562 0 . 0 0 . 0 Vel = 0 20 0 . 0 1 . 101 1T 9 . 563 9 . 000 41 . 462 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 21 0 . 0 0 . 0 0 . 0 18 . 562 0 . 0 0 . 0 Vel = 0 21 74 . 34 2 . 003 1T 12 . 965 6 . 000 41 . 462 to 150 0 . 0 12 . 964 0 . 0 100 74 . 34 0 . 0419 0 . 0 18 . 964 0 . 794 Vel = 7 . 57 100 0 . 0 2 . 423 1E 8 . 273 15 . 000 42 . 256 to 150 0 . 0 8 . 273 0 . 0 101 74 . 34 0 . 0166 0 . 0 23 . 273 0 . 386 Vel = 5 . 17 101 0 . 0 4 . 26 1 E 13 . 167 10 . 000 42 . 642 to 120 0 . 0 13 . 167 4 . 331 102 74 . 34 0 . 0016 0 . 0 23 . 167 0. 037 Vel = 1 . 67 102 0 . 0 4 . 26 6E 13 . 167 55 . 000 47 . 010 to 120 0 . 0 79 . 002 0 . 0 TR 74 . 34 0 . 0016 0 . 0 134 . 002 0 . 215 Vel = 1 . 67 .mations - Standard . vN LINE FIRE PROTECTION Page 14 ., REEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. 1101 or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn TR 0 . 0 4 . 26 1 B 15 . 8 7 . 000 47 . 225 to 120 IT 26 . 334 42 . 134 3 . 032 BR 74 . 34 0 . 0016 0. 0 49 . 134 0 . 078 Vel = 1 . 67 BR 0 . 0 4 . 026 2G 2 . 0 3 . 000 50 . 335 to 120 1T 2000 24 . 000 4 . 000 * Fixed loss = 4 UG 74 . 34 0 . 0021 0 . 0 27 . 000 0. 057 Vel = 1 . 87 UG 0 . 0 6 . 16 2E 20 . 084 140 . 000 54 . 392 to 140 IG 4 . 304 44 . 472 0 . 0 HYD 74 . 34 0 . 0002 0 . 0 184 . 472 0 . 037 Vel = 0 . 80 HYD 100 . 00 6 . 16 IG 4 . 304 20 . 000 54 . 429 Qa 40,mm 100 to 140 IT 43 . 037 47 . 341 0 . 0 ST 174 $ 4 0. 0010 0 . 0 67 . 341 0 . 065 Vel = 1 . 88 0 . 0 174 . 34 54 .494 K Factor = 23 . 62 Fire Protection by, Computer Design DESIGN LINE FIRE PROTECTION RAMSEY MN 763-274-0768 Job Name CREEKSIDE Building REMOTE #6 Location 16520 TRANQUILLITY COURT PRIOR LAKE, MN System 2 Contract Data File PRIOR6 . WXF DESIGN LINE FIRE PROTECTION Page 1 CREEKSIDE Date Hydraulic Design Information Sheet Name - CREEKSIDE ESTATES Date - 9 / 7 / 05 Location - 16520 TRANQUILLITY COURT PRIOR LAKE , MN Building - REMOTE # 6 System No . - 2 Contractor - SECURITY FIRE SPRINKLER Contract No . - Calculated By - BRUCE THOMAS Drawing No . - 2 Construction : ( ) Combustible ( X ) Non - Combustible Ceiling Height - 8 FEET Occupancy - S ( X ) NFPA 13 ( X ) Lt . Haz . Ord . Haz . Gp . ( ) 1 ( ) 2 ( ) 3 ( ) Ex . Haz . Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - ROOM + 2 System Type Sprinkler / Nozzle Density - 0 . 10 ( X ) Wet Make CENTRAL D Area Per Sprinkler - VARIES ( ) Dry Model TY - FRB E Elevation at Highest Outlet - 37 . 5 ( ) Deluge Size 1 / 2 " S Hose Allowance - Inside - 0 ( ) Preaction K- Factor 5 . 6 I Rack Sprinkler Allowance - 0 ( ) Other Temp . Rat . 155 G Hose Allowance - Outside - 100 N Note REMOTE # 6 Calculation Flow Required - 253 . 34 Press Required - 48 . 918 At Test Summary C - Factor Used : 150 Overhead 140 Underground W Water Flow Test : Pump Data : Tank or Reservoir : A Date of Test - 8 / 17 / 05 Cap . - T Time of Test - Rated Cap . - Elev . - E Static Press - 88 @ Press - R Residual Press - 80 Elev . - 1 Well Flow - 1465 Proof Flow S Elevation - 1 U P Location - SITE P L Source of Information - FLOW TEST WAS TAKEN Y C Commodity Class Location 0 Storage Ht . Area Aisle W . M Storage Method : Solid Piled o Palletized o Rack M ( ) Single Row ( ) Conven . Pallet ( ) Auto . Storage ( ) Encap . S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult . Row ( ) Open Shelf 0 C R K Flue Spacing Clearance : Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided : 00 < m x c $ m m 2 � 0 M q Cc \ \ h A E R d E \ \ \ \ \ k k 0 0 0 / 2 N) N) " m Bc k 2 C n = _ / D Mm 7 o U)cnm C) ~ � � 2 m ( w § w (l) ƒ § f k � . � km ƒ C) 0 / \ \ q $ wo "0 o G) � � 0 0 § / J 7 \ / < 2N i ® R ƒ % / 0 m 0 g � R CLk w ] z z > \ k @OIIooO . q 0wo0N) © � « � � \ @ / �cO > % % ƒ mmmCL wmmw � ] \ \ ] ] E MCLU / ] � chK CD k j . . . . . . . . . . . . . . w \ \ 4 / � \ ® � w0) E ƒ 2 % \ � 2 � \ / / K % / \ \ � ~ Sys Summary DESIGN LINE FIRE PROTECTION Page 3 CREEKSIDE Date Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H 45' Grvd-Vic Elbow I 90' Grvd-Vic Elbow J 90' Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N PVC Standard Elbow O PVC Tee Branch P PVC 45' Elbow Q Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow V 90' Firelock Elbow W Wafer Check Valve X 90' Firelock Tee Y Mechanical Tee Z Flow Switch . I «rrngs Summary DESIGN LINE FIRE PROTECTION Page 4 CREEKSIDE Date Unadjusted Fittings Table 1 /2 3/4 1 11 /4 11 /2 2 21 /2 3 31 /2 4 A 7 . 7 21 . 5 17 . 0 B 7. 0 10 . 0 12 . 0 C 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 .0 1 .0 1 . 0 1 . 0 1 . 0 D 9. 5 17. 0 28. 0 E 2 .0 2. 0 2. 0 3 .0 4. 0 5.0 6. 0 7. 0 8 . 0 1060 F 1 . 0 1 . 0 1 .0 1 .0 2 .0 2.0 3. 0 3. 0 3 .0 4 . 0 G 1 . 0 1 .0 1 .0 1 .0 2. 0 H 1 .0 1 . 5 2 . 0 2 .0 3.0 3. 0 3. 5 3. 5 1 2 . 0 3. 0 4 . 0 3. 5 6. 0 5. 0 8 . 0 7. 0 J 4. 5 6. 0 8 . 0 8.5 10. 8 13 . 0 17 . 0 16. 0 K 14. 0 14. 0 L 1 . 0 1 . 0 2. 0 2 . 0 2 . 0 3 . 0 4 . 0 5. 0 5. 0 6. 0 M 2 . 0 2 .0 3 .0 3 . 0 4. 0 5. 0 6. 0 6. 0 8. 0 N 7.0 7.0 7. 0 8. 0 9. 0 11 .0 1200 13 . 0 O 3 . 0 3 .0 5 . 0 6. 0 8. 0 10.0 12.0 15 . 0 P 1 . 0 1 .0 1 . 0 2 . 0 2 . 0 2 .0 3. 0 4 . 0 Q 18. 0 29 . 0 35 . 0 R 1 . 0 1 . 0 1 .0 1 . 0 1 .0 1 . 0 2. 0 2 . 0 S 4. 0 5.0 5.0 7A 9. 0 11 .0 14. 0 16 . 0 19. 0 22. 0 T 3 .0 4.0 5. 0 6 . 0 8.0 10.0 12. 0 15. 0 17 .0 20. 0 U 1 . 8 2.2 2 . 6 3 .4 V 3 . 5 4. 3 5 . 0 6. 8 W 10. 3 X 8. 5 10 . 8 13 . 0 16.0 Y 2 . 0 4.0 5. 0 6.0 8.0 10.5 1205 15. 5 22.0 Z 2 .0 2 , 0 2.0 3. 0 4. 0 5.0 6. 0 7. 0 8 . 0 10. 0 5 6 8 10 12 14 16 18 20 24 A 17.0 27 .0 29 . 0 B 9. 0 10. 0 12. 0 1940 21 .0 C 1 . 0 1 . 0 1 . 0 1 .0 1 .0 1 . 0 1 .0 1 .0 1 . 0 1 .0 D 47.0 E 12.0 14.0 18. 0 22 .0 27.0 35. 0 40. 0 45. 0 50 .0 61 . 0 F 5.0 7.0 9 . 0 11 .0 13.0 17. 0 1960 21 .0 24. 0 28.0 G 2. 0 3 .0 4 . 0 5.0 6.0 7.0 8.0 10.0 11 .0 13. 0 H 4. 5 5.0 6.5 8. 5 10. 0 18.0 20.0 23 .0 25 . 0 30. 0 1 8.5 10 .0 13.0 17 . 0 20.0 23. 0 25.0 33. 0 36 . 0 40. 0 J 21 .0 25. 0 33. 0 41 . 0 50. 0 65 . 0 78. 0 88.0 98 .0 120. 0 K 36. 0 55. 0 45 . 0 L 8.0 9.0 13.0 16 . 0 18 . 0 24.0 27. 0 30. 0 34.0 40. 0 M 10.0 1200 16. 0 19 .0 22. 0 N O P Q 33. 0 R S 27.0 32. 0 45.0 55. 0 65 . 0 76.0 87. 0 98 . 0 109. 0 130.0 T 25 . 0 30.0 35.0 50. 0 60. 0 71 . 0 81 . 0 91 . 0 101 . 0 121 . 0 U 4.2 5 . 0 5.0 V 8. 5 10 . 0 13. 0 W 13 . 1 31 . 8 35.8 27.4 X 21 . 0 25.0 33 . 0 Y Z 1200 14. 0 18. 0 22. 0 27.0 35 . 0 40. 0 45 . 0 50 . 0 61 . 0 _ . measure / Flow Summary - STANDARD DESIGN LINE FIRE PROTECTION Page 5 CREEKSIDE Date Node Elevation K-Fact Pt Pn Flow Density Area Press No . Actual Actual Req . 1 37. 5 22 . 86 na 2 37.5 22 . 86 na 3 37 . 5 22 . 86 na 4 37 . 5 20. 54 na 5 37. 5 20. 54 na 6 37. 5 20 . 54 na 7 37. 5 19 .27 na 8 37. 5 18 . 5 na 9 37. 5 22 . 86 na 10 37. 5 22 . 86 na 11 37. 5 22 . 86 na 12 37.5 20. 54 na 13 37. 5 20 . 54 na 14 37 . 5 20 . 54 na 26 37 . 5 10. 88 na 27 37. 5 7.42 na 28 37 . 5 4. 92 na 29 37. 5 4. 92 na 31 37. 5 4. 92 na 32 37.5 4. 92 na 30 37.5 6.08 na 33 37. 5 6.08 na 34 37. 5 21 .28 na 35 37. 5 21 .28 na 36 37 . 5 21 .28 na 37 37 .5 21 .28 na 46 28. 0 4.2 22 . 61 na 19. 97 . 1 160 14.5 54 28. 0 23 . 38 na 55 28.0 4. 2 23.38 na 20. 31 . 1 170 14.5 47 28.0 5.6 13.46 na 20. 55 . 1 130 7.0 48 28.0 5.6 7. 57 na 15.41 A 130 7.0 49 28. 0 5 .6 8.44 na 16.27 . 1 130 7.0 50 28 . 0 5 . 6 7.62 na 15.46 . 1 130 7.0 51 28 . 0 5. 6 7.49 na 15.33 A 130 7.0 58 28 . 0 8 . 08 na 52 28. 0 5. 6 7.0 na 14. 82 . 1 130 7.0 53 28.0 5.6 7 . 39 na 15.22 . 1 130 7.0 56 28.0 14. 99 na 57 28. 0 11 .53 na 59 28 . 0 9.03 na 60 28 .0 10. 19 na 38 18.0 29 .73 na 39 18.0 29.73 na 40 18. 0 29.73 na 41 18 .0 29.73 na 42 18.0 29.73 na 44 18 . 0 29 .73 na 45 18 . 0 29. 73 na 43 18 . 0 29.73 na 61 18.0 18. 07 na 62 18.0 20. 31 na 63 18. 0 21 .07 na 64 18. 0 29.73 na 22 18.0 28. 99 na 23 18 .0 28 . 99 na 24 18 . 0 28 . 99 na 65 18 . 0 28.27 na 66 18 .0 28. 99 na 25 18. 0 29.84 na 75 18.0 29.08 na 76 18.0 30. 31 na 67 18.0 30.38 na . vvv jummary - Standard DESIGN LINE FIRE PROTECTION Page 6 CREEKSIDE Date Node Elevation K-Fact Pt Pn Flow Density Area Press No . Actual Actual Req . 68 18. 0 30.38 na 69 18. 0 30. 38 na 70 18 .0 15.45 na 71 18.0 17.2 na 72 18 . 0 17.35 na 73 18 . 0 19.02 na 74 18 . 0 30.5 na 15 18. 0 31 .3 na 16 18.0 31 . 3 na 17 18. 0 31 . 3 na 18 18.0 31 . 3 na 19 18. 0 31 . 3 na 20 18.0 31 . 3 na 21 18.0 31 . 3 na 100 18. 0 34.33 na 101 18. 0 35.8 na 102 8. 0 40 .28 na TR 8. 0 41 . 1 na BR 1 .0 44.43 na UG 1 .0 48.65 na HYD 1 .0 48.79 na 100 . 0 ST 1 .0 48.92 na The maximum velocity is 20 . 5 and it occurs in the pipe between nodes 73 and 74 , cm calculations - Standard DESIGN LINE FIRE PROTECTION Page 7 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng 's Pe Pv ** "**** Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 1 0 . 0 1 . 104 1E 2 . 565 5 . 000 22 . 856 0 . 0 to 120 0 . 0 2 . 565 0 . 0 0 . 0 9 0 . 0 0 . 0 0 . 0 7 . 565 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 22 . 856 K Factor = 0 2 0 . 0 1 . 104 1 E 2 . 565 5 . 000 22 . 856 0 . 0 to 120 0 . 0 2 . 565 0 . 0 0 . 0 10 0 . 0 0 . 0 0 . 0 7 . 565 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 22 . 856 K Factor = 0 3 0 . 0 1 . 104 1 E 2 . 565 5 . 000 22 . 856 0 . 0 to 120 0 . 0 2 . 565 0 . 0 0 . 0 11 0 . 0 0 . 0 0 . 0 7 . 565 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 22. 856 K Factor = 0 4 0 . 0 1 . 104 1T 6 . 413 5 . 000 20. 540 0 . 0 to 120 0 . 0 6 .413 0 . 0 0 . 0 12 0 . 0 0 . 0 0 . 0 11 . 413 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 20 . 540 K Factor = 0 5 0 . 0 1 . 104 1T 6 . 413 5 . 000 20 . 540 0 . 0 to 120 0 . 0 6 . 413 0 . 0 0 . 0 13 0 . 0 0 . 0 0 . 0 11 . 413 0 . 0 0 . 0 Vel = 0 0. 0 0 . 0 20 . 540 K Factor = 0 6 0 . 0 1 . 104 1T 6 .413 5 . 000 20. 540 0 . 0 to 120 0 . 0 6 .413 0 . 0 0 . 0 14 0 . 0 0 . 0 0 . 0 11 .413 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 20 . 540 K Factor = 0 7 0 . 0 1 . 101 1 E 3 . 825 9. 500 19 . 269 0 . 0 to 150 0 . 0 3 . 825 4. 114 0 . 0 54 0 . 0 0 . 0 0 . 0 13 . 325 0 . 0 0. 0 Vel = 0 0 . 0 0 . 0 23 . 383 K Factor = 0 8 0 . 0 1 . 101 0 . 0 9 . 500 18 . 496 0. 0 to 150 0 . 0 0 . 0 4 . 114 0 . 0 46 0 . 0 0 . 0 0 . 0 9 . 500 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 22 .610 K Factor = 0 9 0. 0 1 . 101 1 E 3 . 825 19 . 500 22 . 856 0 . 0 to 150 0 . 0 3 . 825 8 . 445 0 . 0 15 0 . 0 0 . 0 0 . 0 23 . 325 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 31 . 301 K Factor = 0 10 0 . 0 1 . 101 1 E 3 . 825 19 . 500 22 . 856 0 . 0 to 150 0 . 0 3 . 825 8 . 445 0 . 0 17 0 . 0 0 . 0 0 . 0 21325 0 . 0 0 . 0 Vel = 0 a � calculations - Standard DESIGN LINE FIRE PROTECTION Page 8 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 1101111111 - 0 . 0 0 . 0 31 . 301 K Factor = 0 11 0 . 0 1 . 101 1 E 3 . 825 19 . 500 22 . 856 0 . 0 to 150 0 . 0 3 . 825 8 . 445 0 . 0 19 0 . 0 0 . 0 0 . 0 23 . 325 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 31 . 301 K Factor = 0 12 0 . 0 1 . 101 1 E 3 . 825 19 . 500 20 . 540 0 . 0 to 150 0 . 0 3 . 825 8 . 445 0 . 0 22 0 . 0 0 . 0 0 . 0 23 . 325 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 28 . 985 K Factor = 0 13 0 . 0 1 . 101 1T 9 . 563 19 . 500 20 . 540 0 . 0 to 150 0 . 0 9 . 562 8 .445 0 . 0 23 0 . 0 0 . 0 0 . 0 29 . 062 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 28 . 985 K Factor = 0 14 0 . 0 1 . 101 IT 9 . 563 19 . 500 20 . 540 0 . 0 to 150 0 . 0 9 . 562 8 . 445 0 . 0 24 0 . 0 0 . 0 0 . 0 29 . 062 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 28 . 985 K Factor = 0 26 0 . 0 1 . 101 0 . 0 9 . 500 10 . 876 0 . 0 to 150 0 . 0 0 . 0 4 . 114 0 . 0 56 0 . 0 0 . 0 0 . 0 9 . 500 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 14 . 990 K Factor = 0 27 0 . 0 1 . 101 0 . 0 9 . 500 7 .417 0 . 0 to 150 0 . 0 0 . 0 4 . 114 0 . 0 57 0 . 0 0 . 0 0 . 0 9 . 500 0 . 0 0. 0 Vel = 0 0 . 0 0 . 0 11 . 531 K Factor = 0 28 0 . 0 1 . 101 IT 9 . 563 0 . 500 4 . 920 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 31 0 . 0 0 . 0 0 . 0 10 . 062 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 4 . 920 K Factor = 0 29 0 . 0 1 . 101 IT 9 . 563 0 . 500 4 . 920 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 31 0 . 0 0 . 0 0 . 0 10 . 062 0 . 0 0 . 0 Vel = 0 31 0 . 0 1 . 101 1E 3 . 825 3 . 000 4 . 920 0 . 0 to 150 0 . 0 3 . 825 0 . 0 0 . 0 32 0 . 0 0 . 0 0 . 0 6 . 825 0 . 0 0 . 0 Vel = 0 32 0 . 0 1 . 101 0 . 0 9 . 500 4 . 920 0 . 0 to 150 0 . 0 0 . 0 4 . 114 0. 0 59 0 . 0 0 . 0 0 . 0 9 . 500 0 . 0 0 . 0 Vel = 0 0 . 0 . II IaI calculations - Standard DESIGN LINE FIRE PROTECTION Page 9 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 0 . 0 9 . 034 K Factor = 0 30 0 . 0 1 . 101 IT 90563 1 . 000 6 . 076 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 33 0 . 0 0 . 0 0 . 0 10 . 562 0 . 0 0 . 0 Vel = 0 33 0 . 0 1 . 101 0 . 0 9 . 500 6 . 076 0 . 0 to 150 0. 0 0 . 0 4 . 114 0 . 0 60 0 . 0 0 . 0 0 . 0 9 . 500 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 10 . 190 K Factor = 0 34 0 . 0 1 . 101 IT 9 . 563 19 . 500 21 . 283 0 . 0 to 150 0 . 0 9 . 562 8 . 445 0 . 0 38 0 . 0 0 . 0 0 . 0 29. 062 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 29 . 728 K Factor = 0 35 0 . 0 1 . 101 1T 9. 563 19 . 500 21 . 283 0 . 0 to 150 0 . 0 9 . 562 8 . 445 0 . 0 39 0 . 0 0 . 0 0 . 0 29 . 062 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 29 . 728 K Factor = 0 36 0 . 0 1 . 101 1T 9 . 563 19 . 500 21 .283 0 . 0 to 150 0 . 0 9 . 562 8 .445 0. 0 41 0 . 0 0 . 0 0 . 0 29 . 062 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 29 . 728 K Factor = 0 37 0 . 0 1 . 101 1T 9 . 563 19 . 500 21 . 283 0 . 0 to 150 0 . 0 9 . 562 8 .445 0 . 0 44 0 . 0 0 . 0 0 . 0 29 . 062 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 29 . 728 K Factor = 0 46 19 . 97 1 . 101 1T 9 . 563 10 . 000 22 . 610 K Factor = 4 . 20 to 150 0 . 0 9 . 562 4 . 331 65 19 . 97 0 . 0678 0 . 0 19 . 562 1 . 327 Vel = 6 . 73 0 . 0 19 . 97 28 . 268 K Factor = 3. 76 54 0 . 0 1 . 101 IT 9 . 563 13 . 000 23 . 384 0 . 0 to 150 2E 3 . 825 17 . 212 0 . 0 0 . 0 55 0 . 0 0 . 0 0 . 0 30 . 212 0. 0 0 . 0 Vel = 0 55 20. 31 1 . 101 IT 9 . 563 10 . 000 23 . 384 K Factor = 4 . 20 to 150 0 . 0 9 . 562 4 . 331 75 20 . 31 0 . 0700 0 . 0 19 . 562 1 . 369 Vel = 6 . 84 0 . 0 20 . 31 29 . 084 K Factor = 3 . 77 47 20 . 55 1 . 101 1T 9 . 563 8 . 000 13 . 461 K Factor = 5 . 60 to 150 1 E 3 . 825 13 . 387 0 . 0 56 20 . 55 0 . 0715 0 . 0 21 . 387 1 . 529 Vel = 6 . 93 0 . 0 20 . 55 14 . 990 K Factor = 5 . 31 ia , t aiculations - Standard DESIGN LINE FIRE PROTECTION Page 10 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 48 15 . 41 1 . 101 2E 3 . 825 13 . 000 7. 574 K Factor = 5 . 60 to 150 0 . 0 7 . 650 0 . 0 49 15 . 41 0 . 0420 0 . 0 20 . 650 0 . 868 Vel = 5 . 19 49 16 . 27 1 . 101 IT 9 . 563 6 . 000 8 . 442 K Factor = 5 . 60 to 150 1 E 3 . 825 13 . 387 0 . 0 57 31 . 68 0 . 1593 0 . 0 19 . 387 3 . 089 Vel = 10 . 68 0 . 0 31 . 68 11 . 531 K Factor = 9 . 33 50 15 . 46 1 . 101 1 E 3 . 825 7. 000 7 . 621 K Factor = 5 . 60 to 150 0 . 0 3 . 825 0 . 0 58 15 . 46 0. 0422 0 . 0 10 . 825 0 . 457 Vel = 5 .21 0 . 0 15 . 46 8 . 078 K Factor = 5 .44 51 15 . 33 1 . 101 IT 9 . 563 4 . 500 7 . 493 K Factor = 5 . 60 to 150 0 . 0 9 . 562 0 . 0 58 15 . 33 0 . 0416 0 . 0 14 . 062 0 . 585 Vel = 5 . 17 58 15 . 46 1 . 101 1 E 3 . 825 2 . 500 8 . 078 to 150 0 . 0 3 . 825 0 . 0 59 30 . 79 0 . 1511 0 . 0 6 . 325 0 . 956 Vel = 10 . 38 0 . 0 30 . 79 9 . 034 K Factor = 10 . 24 52 14 . 82 1 . 101 0. 0 10 . 000 7 . 000 K Factor = 5 . 60 to 150 0 . 0 0 . 0 0 . 0 53 14 . 82 0 . 0391 0 . 0 10 . 000 0 . 391 Vel = 4 . 99 53 15 . 22 1 . 101 1T 9 . 563 6 . 000 7 . 391 K Factor = 5 . 60 to 150 1 E 3 . 825 13 . 387 0 . 0 60 30 . 04 0 . 1444 0 . 0 19 . 387 2 . 799 Vel = 10 . 12 0 . 0 30 . 04 10 . 190 K Factor = 9 . 41 56 20 . 55 1 . 101 1 E 3 . 825 10 . 000 14 . 990 to 150 0 . 0 3 . 825 4 . 331 62 20 . 55 0 . 0715 0 . 0 13 . 825 0 . 989 Vel = 6 . 93 0 . 0 20 . 55 20 . 310 K Factor = 4 . 56 57 31 . 68 1 . 101 1 E 3 . 825 10 . 000 11 . 531 to 150 0 . 0 3 . 825 4 . 331 61 31 . 68 0 . 1593 0 . 0 13 . 825 2 . 203 Vel = 10 . 68 0 . 0 31 . 68 18 . 065 K Factor = 7 . 45 59 30 . 79 1 . 101 1 E 3 . 825 10 . 000 9 . 034 to 150 0 . 0 3 . 825 4 . 331 70 30 . 79 0 . 1512 0 . 0 13 . 825 2 . 090 Vel = 10 . 38 0 . 0 30 . 79 15 . 455 K Factor = 7 . 83 60 30 . 04 1 . 101 1T 9. 563 10 . 000 10 . 190 to 150 0 . 0 9. 562 4 . 331 72 30 . 04 0 . 1444 0 . 0 19 . 562 2 . 825 Vel = 10 . 12 iai calculations - Standard DESIGN LINE FIRE PROTECTION Page 11 CREEKSIDE Date Hyd . Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 0 . 0 30 . 04 17 . 346 K Factor = 7. 21 38 0 . 0 1 . 101 1 E 3 . 825 10 . 000 29 . 729 0 . 0 to 150 0 . 0 3 . 825 0 . 0 0 . 0 40 0 . 0 0 . 0 0 . 0 13 . 825 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 29 . 729 K Factor = 0 39 0 . 0 1 . 101 IT 9 . 563 1 . 000 29 . 729 0 . 0 to 150 0 . 0 9. 562 0 . 0 0 . 0 40 0 . 0 0 . 0 0 . 0 10 . 562 0 . 0 0 . 0 Vel = 0 40 0 . 0 1 . 101 0 . 0 6 . 000 29 . 729 0 . 0 to 150 0 . 0 0 . 0 0 . 0 0 . 0 42 0 . 0 0. 0 0 . 0 6 . 000 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 29 . 729 K Factor = 0 41 0 . 0 1 . 101 IT 9 . 563 1 . 000 29 . 729 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 42 0 . 0 0 . 0 0 . 0 10 . 562 0 . 0 0 . 0 Vel = 0 42 0 . 0 1 . 101 IT 9 . 563 11 . 000 29 . 729 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 43 0 . 0 0 . 0 0 . 0 20 . 562 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 29 . 729 K Factor = 0 44 0 . 0 1 . 101 IT 9 . 563 1 . 000 29 . 729 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 45 0 . 0 0 . 0 0 . 0 10 . 562 0 . 0 0 . 0 Vel = 0 45 401 2 . 003 0 . 0 14 . 000 29 . 729 to 150 0 . 0 0 . 0 0 . 0 43 -0 . 01 0 . 0 0. 0 14. 000 0 . 0 Vel = 43 0 . 0 2 . 003 0 . 0 69 . 000 29 . 729 to 150 0 . 0 0 . 0 0 . 0 64 . 01 0. 0 0 . 0 69 . 000 0 . 0 Vel = -0 0 . 0 -0 . 01 29 . 729 K Factor = 61 31 . 68 1 . 101 1 E 3 . 825 15 . 000 18 . 065 to 150 0 . 0 3 . 825 0 . 0 63 31 . 68 0 . 1594 0 . 0 18 . 825 3 . 000 Vel = 10 . 68 0 . 0 31 . 68 21 . 065 K Factor = 6 . 90 62 20. 55 1 . 101 1 T 9 . 563 1 . 000 20 . 310 to 150 0 . 0 9 . 562 0 . 0 63 20 . 55 0 . 0715 0 . 0 10 . 562 0 . 755 Vel = 6 . 93 63 31 . 68 1 . 101 IT 9 . 563 12 . 000 21 . 065 to 150 0 . 0 9 . 562 0 . 0 64 52 . 23 0 . 4018 0 . 0 21 . 562 8 . 664 Vel = 17 . 60 64 0 . 0 2 . 003 0 . 0 5 . 000 29 . 729 to 150 0 . 0 0 . 0 0 . 0 25 52 . 23 0 . 0218 0 . 0 5 . 000 0 . 109 Vel = 5 . 32 yam taiculations - Standard DESIGN LINE FIRE PROTECTION Page 12 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 0 . 0 52 . 23 29 . 838 K Factor = 9 . 56 22 0 . 0 1 . 101 0 . 0 9 . 000 28 . 985 0 . 0 to 150 0 . 0 0 . 0 0 . 0 0 . 0 23 0 . 0 0 . 0 0 . 0 9 . 000 0 . 0 0 . 0 Vel = 0 23 0 . 0 1 . 101 0 . 0 9 . 000 28 . 985 0 . 0 to 150 0 . 0 0 . 0 0 . 0 0 . 0 24 0 . 0 0 . 0 0 . 0 9 . 000 0 . 0 0 . 0 Vel = 0 24 0 . 0 1 . 101 0. 0 6 . 000 28 . 985 0 . 0 to 150 0 . 0 0 . 0 0 . 0 0 . 0 66 0 . 0 0 . 0 0 . 0 6 . 000 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 28 . 985 K Factor = 0 65 19 . 97 1 . 101 1 T 9 . 563 1 . 000 28 . 268 to 150 0 . 0 9 . 562 0 . 0 66 19 . 97 0 . 0679 0 . 0 10 . 562 0 . 717 Vel = 6 . 73 66 0 . 0 1 . 101 1T 9 . 563 3 . 000 28 . 985 to 150 0 . 0 9 . 562 0 . 0 25 19 . 97 0 . 0679 0 . 0 12 . 562 0 . 853 Vel = 6 . 73 25 52 . 23 2 . 003 0 . 0 12 . 000 29 . 838 to 150 0 . 0 0 . 0 0 . 0 76 7202 0 . 0397 0 . 0 12 . 000 0.476 Vel = 7. 35 0 . 0 72 . 20 30 . 314 K Factor = 13 . 11 75 20 . 31 1 . 101 1T 9. 563 8 . 000 29 . 084 to 150 0 . 0 9 . 562 0 . 0 76 20 . 31 0 . 0700 0 . 0 17 . 562 1 . 230 Vel = 6 . 84 76 72 .20 2 . 003 0 . 0 1 . 000 30 . 314 to 150 0 . 0 0 . 0 0 . 0 69 92 . 51 0 . 0620 0 . 0 1 . 000 0 . 062 Vel = 9 . 42 0 . 0 92 . 51 30 . 376 K Factor = 16 . 79 67 0 . 0 1 . 101 IT 9 . 563 1 . 000 30 . 376 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 68 0 . 0 0 . 0 0 . 0 10. 562 0 . 0 0 . 0 Vel = 0 68 0 . 0 1 . 101 IT 9. 563 3 . 000 30 . 376 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 69 0 . 0 0 . 0 0 . 0 12 . 562 0 . 0 0 . 0 Vel = 0 69 92 . 51 2 . 003 0 . 0 2 . 000 30 . 376 to 150 0 . 0 0 . 0 0 . 0 74 92 . 51 0 . 0630 0 . 0 2 . 000 0 . 126 Vel = 9 . 42 0 . 0 92 . 51 30 . 502 K Factor = 16 . 75 70 30 . 79 1 . 101 IT 9 . 563 2 . 000 15 .455 to 150 0 . 0 9 . 562 0 . 0 71 30 . 79 0 . 1511 0 . 0 11 . 562 1 . 747 Vel = 10 . 38 71 0 . 0 1 . 101 0 . 0 12 . 000 17 . 202 to 150 0 . 0 0 . 0 0 . 0 73 30 . 79 01512 0 . 0 12 . 000 1 . 814 Vel = 10 . 38 ecu %.� aiculations - Standard DESIGN LINE FIRE PROTECTION Page 13 CREEKSIDE Date Hyde Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 0 . 0 30 . 79 19 . 016 K Factor = 7 . 06 72 30 . 04 1 . 101 IT 9 . 563 2 . 000 17 . 346 to 150 0 . 0 9 . 562 0 . 0 73 30 . 04 0 . 1444 0 . 0 11 . 562 1 . 670 Vel = 10 . 12 73 30 . 79 1 . 101 1 T 9 . 563 12 . 000 19 . 016 to 150 0 . 0 9 . 562 0 . 0 74 60 . 83 0 . 5327 0 . 0 21 . 562 11 .486 Vet = 20 . 50 74 92 . 51 2 . 003 0 . 0 5 . 000 30 . 502 to 150 0 . 0 0 . 0 0 . 0 21 153 . 34 0 . 1598 0 . 0 5 . 000 0 . 799 Vel = 15 . 61 0. 0 153 . 34 31 . 301 K Factor = 27 .41 15 0 . 0 1 . 101 1 E 3 . 825 2 . 000 31 . 301 0 . 0 to 150 0 . 0 3 . 825 0 . 0 0 . 0 16 0 . 0 0 . 0 0 . 0 5 . 825 0 . 0 0 . 0 Vel = 0 16 0 . 0 1 . 101 0 . 0 9 . 000 31 . 301 0 . 0 to 150 0 . 0 0. 0 0. 0 0 . 0 18 0 . 0 0 . 0 0 . 0 9 . 000 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 31 . 301 K Factor = 0 17 0 . 0 1 . 101 IT 9 . 563 2 . 000 31 . 301 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 18 0 . 0 0 . 0 0 . 0 11 . 562 0 . 0 0 . 0 Vel = 0 18 0 . 0 1 . 101 0 . 0 9 . 000 31 . 301 0 . 0 to 150 0 . 0 0 . 0 0 . 0 0 . 0 20 0 . 0 0. 0 0 . 0 9 . 000 0 . 0 0 . 0 Vel = 0 0 . 0 0 . 0 31 . 301 K Factor = 0 19 0 . 0 1 . 101 1T 9 . 563 2 . 000 31 . 301 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 20 0 . 0 0 . 0 0 . 0 11 . 562 0 . 0 0 . 0 Vel = 0 20 0 . 0 1 . 101 IT 9 . 563 9 . 000 31 . 301 0 . 0 to 150 0 . 0 9 . 562 0 . 0 0 . 0 21 0 . 0 0 . 0 0 . 0 18 . 562 0 . 0 0 . 0 Vel = 0 21 153 . 34 2 . 003 IT 12 . 965 6 . 000 31 . 301 to 150 0 . 0 12 . 964 0 . 0 100 153 . 34 0. 1598 0 . 0 18 . 964 3 . 031 Vel = 15 . 61 100 0 . 0 2 . 423 1 E 8 . 273 15 . 000 34 . 332 to 150 0. 0 8 . 273 0 . 0 101 153 . 34 0 . 0632 0 . 0 23 . 273 1 . 472 Vel = 10 . 67 101 0 . 0 4 . 26 1 E 13 . 167 10 . 000 35 . 804 to 120 0 . 0 13 . 167 4. 331 102 153 . 34 0 . 0061 0 . 0 23 . 167 0 . 142 Vel = 3 . 45 102 0 . 0 4 . 26 6E 13 . 167 55 . 000 40 . 277 to 120 0 . 0 79 . 002 0 . 0 TR 153 . 34 0 . 0061 0 . 0 134 . 002 0 . 820 Vel = 3 .45 , . . ca . %.. aiculations - Standard DESIGN LINE FIRE PROTECTION Page 14 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv, Ln . Total Pf Pn TR 0 . 0 4 . 26 1B 15 . 8 7 . 000 41 . 097 to 120 1T 26 . 334 42 . 134 3 . 032 BR 153 . 34 0 . 0061 0 . 0 49 . 134 0 . 300 Vel = 3 .45 BR 0 . 0 4 . 026 2G 2 . 0 3 . 000 44 . 429 to 120 1T 2000 24 . 000 4 . 000 * Fixed loss = 4 UG 153 . 34 0 . 0081 0 . 0 27 . 000 0 . 218 Vel = 3 . 86 UG 0 . 0 6 . 16 2E 20 . 084 140 . 000 48 . 647 to 140 1 G 4 . 304 44 . 472 0 . 0 HYD 153 . 34 0 . 0008 0 . 0 184 . 472 0 . 141 Vel = 1 . 65 HYD 100 . 00 6 . 16 1G 4 . 304 20 . 000 48 . 788 Qa = 100 to 140 1T 43 . 037 47 . 341 0 . 0 ST 253 . 34 0 . 0019 0 . 0 67 . 341 0 . 130 Vel = 2 . 73 0 . 0 253 . 34 48 . 918 K Factor = 36 . 22 Fire Protection by Computer Design DESIGN LINE FIRE PROTECTION RAMSEY MN 763-274-0768 Job Name CREEKSIDE Building REMOTE V Location 16520 TRANQUILLITY COURT PRIOR LAKE, MN System 2 Contract Data File PRIOR7 . WXF DESIGN LINE FIRE PROTECTION Page 1 CREEKSIDE Date Hydraulic Design Information Sheet Name - CREEKSIDE ESTATES Date - 9 / 7 / 05 Location - 16520 TRANQUILLITY COURT PRIOR LAKE , MN Building - REMOTE # 7 System No . - 2 Contractor - SECURITY FIRE SPRINKLER Contract No . - Calculated By - BRUCE THOMAS Drawing No . - 1 Construction : { ) Combustible ( X ) Non - Combustible Ceiling Height - 9 ' - 8 " Occupancy - S ( X ) NFPA 13 ( ) Lt . Haz . Ord . Haz . Gp . ( X ) 1 ( ) 2 ( ) 3 ( ) Ex . Haz . Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 900 System Type Sprinkler / Nozzle Density - 0 . 15 ( X ) Wet Make CENTRAL D Area Per Sprinkler - 130 ( ) Dry Model TY - FRB E Elevation at Highest Outlet - 37 . 5 ( ) Deluge Size 1 / 2 " S Hose Allowance - Inside - 0 ( ) Preaction K- Factor 5 . 6 I Rack Sprinkler Allowance - 0 ( ) Other Temp . Rat . 155 G Hose Allowance - Outside - 250 PER NFPA REDUCTION RULE N Note REMOTE # 7 Calculation Flow Required - 410 . 59 Press Required - 64 . 383 At Test Summary C - Factor Used : 120 Overhead 140 Underground W Water Flow Test : Pump Data : Tank or Reservoir : A Date of Test - 8 / 17 / 05 Cap . - T Time of Test - Rated Cap . - Elev . - E Static Press - 88 @ Press - R Residual Press - 80 Elev . - 1 Well Flow - 1465 Proof Flow S Elevation - 1 U P Location - SITE P L Source of Information - FLOW TEST WAS TAKEN Y C Commodity Class Location 0 Storage Ht . Area Aisle W . M Storage Method : Solid Piled % Palletized °% Rack M ( ) Single Row ( ) Conven . Pallet ( ) Auto . Storage ( ) Encap . S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult . Row ( ) Open Shelf 0 C R K Flue Spacing Clearance : Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided : m C cn cn m ;C] n m Cl) mn a 0 Co 0 0 0 0 0 0 0 0 N w .i w k mG) C o 0 0 0 0 o nnn : � z U o m m z -C 00 ;u ;u cn � m MC 0 N � � � ;u 0 aQ- 0m C O cc � o C CD � @ e CE O C 0 (n co m C 0 mow Z 0 to D o G) cnCi) n 0 3 c 0 o v r 3 � ^ zN CL ' o °� 0 CD v n 7 n 0 C fD .ja O C� G S N N 3 z 2 (n 0 D 0 cnv = = vvv O TWO O NNS 0o cn cn cn m Kin v > rt cn S 17 (D (D Q (D (D O (a33n33 m CL � 0 000 o U) o a . . . . . . . . . . . . . . Neral OOW m Cil 00 Ul 04) U3 O O m W (O (P (D (D wo G) Cn � 'n (nmuC N . Lcings Summary DESIGN LINE FIRE PROTECTION Page 3 CREEKSIDE Date Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H 45' Grvd-Vic Elbow I 90' Grvd-Vic Elbow J 90' Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N PVC Standard Elbow O PVC Tee Branch P PVC 45' Elbow Q Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow V 90' Firelock Elbow W Wafer Check Valve X 90' Firelock Tee Y Mechanical Tee Z Flow Switch _rings Summary DESIGN LINE FIRE PROTECTION Page 4 CREEKSIDE Date Unadjusted Fittings Table 1 1 /2 3/4 1 11 /4 11 /2 2 21 /2 3 31 /2 4 A 7 . 7 21 . 5 17 . 0 B 7 . 0 10. 0 12. 0 C 1 . 0 1 . 0 1 . 0 1 . 0 1 .0 1 . 0 1 .0 1 . 0 1 . 0 1 . 0 D 9 .5 17 . 0 28. 0 E 2.0 2 . 0 2 . 0 3. 0 4. 0 5. 0 6. 0 7. 0 8.0 10 . 0 F 1 .0 1 .0 1 .0 1 . 0 2 . 0 2 .0 3 . 0 3. 0 3.0 4. 0 G 1 .0 1 . 0 1 .0 1 . 0 2 .0 H 1 . 0 1 . 5 2 .0 2.0 3 . 0 3 . 0 3 . 5 3. 5 1 2 . 0 3.0 4. 0 3 . 5 6 . 0 5. 0 8 . 0 7. 0 J 4 . 5 6 . 0 8 . 0 8 . 5 10. 8 13. 0 17. 0 16.0 K 14. 0 14. 0 L 1 . 0 1 .0 2. 0 2.0 2. 0 3 . 0 4. 0 5. 0 5.0 6. 0 M 2 . 0 2. 0 3. 0 3 . 0 4.0 5 . 0 6. 0 6 . 0 8. 0 N 7. 0 7 . 0 7.0 8. 0 9 .0 11 .0 12 . 0 13 .0 O 3.0 3.0 5.0 6 . 0 8. 0 10 . 0 12 .0 15.0 P 1 . 0 1 .0 1 . 0 2. 0 2 .0 2. 0 3. 0 4.0 Q 18.0 29 .0 35. 0 R 1 . 0 1 .0 1 . 0 1 . 0 1 .0 1 . 0 2 . 0 2 . 0 S 4.0 5. 0 5.0 7. 0 9. 0 11 . 0 14. 0 16. 0 1900 22.0 T 3.0 4. 0 5. 0 6 . 0 8. 0 10. 0 12 . 0 15. 0 17.0 20.0 U 1 .8 2 .2 2.6 3 .4 v 3. 5 4.3 5.0 6. 8 W 10. 3 X 8.5 10. 8 13. 0 16 . 0 Y 2 .0 4.0 5.0 6. 0 8 .0 10. 5 12. 5 15.5 22 . 0 Z 2.0 2 . 0 2. 0 3 . 0 4 . 0 5 . 0 6 . 0 7.0 8 . 0 10.0 5 6 8 10 12 14 16 18 20 24 A 17.0 27. 0 29. 0 B 9.0 10 . 0 12. 0 19. 0 21 .0 C 1 .0 1 .0 1 . 0 1 . 0 1 .0 1 .0 1 .0 1 . 0 1 . 0 1 . 0 D 47.0 E 12 .0 14.0 18. 0 22.0 27 . 0 35.0 40. 0 45.0 50 .0 61 .0 F 5.0 7 .0 9.0 11 .0 13.0 17. 0 19.0 21 .0 24. 0 28. 0 G 2 . 0 3.0 4. 0 5.0 6.0 7.0 8.0 1060 11 .0 1 3.0 H 4 . 5 5.0 6. 5 8.5 10 .0 18.0 20.0 23.0 25 .0 30.0 1 8.5 10. 0 13. 0 17 . 0 20.0 23 . 0 25. 0 33.0 36. 0 40. 0 J 21 . 0 25.0 33. 0 41 . 0 50. 0 65. 0 78 . 0 88 . 0 98. 0 120. 0 K 36.0 55. 0 45. 0 L 8.0 9. 0 13 . 0 16.0 18 . 0 24.0 27 .0 30. 0 34.0 40. 0 M 10.0 12.0 16.0 19. 0 22.0 N O P Q 33 . 0 R S 27.0 32 .0 45. 0 55. 0 65 . 0 76.0 87. 0 98. 0 109 .0 130 .0 T 25. 0 30.0 35.0 50. 0 60 .0 71 .0 81 .0 91 . 0 101 .0 121 . 0 U 4.2 5. 0 5. 0 V 8.5 10 .0 13 .0 W 13. 1 31 . 8 35 . 8 27 .4 X 21 . 0 25 . 0 33 . 0 Y Z 1200 14. 0 18. 0 22. 0 27 .0 35.0 40.0 45.0 50 . 0 61 . 0 assure / Flow Summary - STANDARD DESIGN LINE FIRE PROTECTION Page 5 CREEKSIDE Date Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Req . 1 8 .0 13 .48 na 2 9. 0 12 . 57 na 3 9.0 5. 6 12 . 13 na 19. 5 . 15 130 7.0 4 9. 0 5 .6 12 . 13 na 19. 5 . 15 130 7. 0 5 9.0 5 . 6 12 .43 na 1915 . 15 130 7. 0 6 9. 0 16. 9 na 8 9. 0 17.31 na 10 8 . 0 13. 79 na 11 9. 0 12 . 84 na 12 9. 0 5 . 6 12. 37 na 19. 7 . 15 130 7. 0 13 9. 0 5 . 6 12 . 36 na 19 .69 . 15 130 7 . 0 14 9. 0 5 .6 12 .66 na 19. 92 . 15 130 7. 0 15 9. 0 17 . 07 na 17 9 . 0 17.38 na 20 8.0 15 .05 na 21 9. 0 14 . 53 na 22 9. 0 5.6 14. 36 na 21 .22 . 15 130 7 . 0 23 9 . 0 5.6 14.48 na 21 . 31 . 15 130 7.0 24 9 . 0 18. 15 na 26 9 . 0 18.91 na 28 8.0 17.02 na 29 9.0 17 . 12 na 30 9.0 20. 17 na 32 9.0 19.72 na 35 8. 0 19 . 94 na 36 9 .0 19.72 na 37 9 . 0 20.43 na 39 8 . 0 20.07 na 40 9 . 0 19.8 na 41 9.0 2034 na 44 8. 0 21 .26 na 45 9 . 0 20.67 na 46 9.0 20.09 na 48 8.0 21 . 19 na 49 9.0 20.63 na 50 9. 0 20. 14 na 34 8 . 0 17.69 na 9 8.0 17. 8 na 18 8 .0 17. 87 na 19 8 . 0 19.29 na 27 8. 0 19.41 na 33 8. 0 20. 11 na 47 8. 0 20.44 na 42 8. 0 20. 88 na 38 8 . 0 21 . 01 na 7 8 .0 17.75 na 16 8.0 17. 95 na 25 8 .0 18 . 91 na 31 8 . 0 21 . 1 na 43 8.0 22.61 na TR 8.0 46.3 na BR 1 . 0 59.67 na UG 1 .0 63 . 91 na HYD 1 . 0 64. 07 na 250. 0 ST 1 .0 64.38 na The maximum velocity is 23 . 05 and it occurs in the pipe between nodes 43 and TR A Calculations - Standard DESIGN LINE FIRE PROTECTION Page 6 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 1 -21 . 03 1 . 452 2T 7 . 686 1 . 000 13 . 483 to 120 0 . 0 15 . 373 -0 .433 2 -21 . 03 -0 . 0293 0 . 0 16 . 373 -0 .480 Vel = 4 . 07 2 0 . 0 1 . 452 0 . 0 15 . 000 12 . 570 to 120 0 . 0 0 . 0 0 . 0 3 -21 . 03 -0 . 0293 0 . 0 15 . 000 -0 .439 Vel = 4 . 07 3 19 . 51 1 . 452 2E 3 . 843 16 . 000 12 . 131 K Factor = 5 . 60 to 120 0 . 0 7 . 686 0 . 0 4 . 52 -0 . 0003 0 . 0 23 . 686 -0 . 006 Vel = -1 0 .29 4 19 . 50 1 .452 0 . 0 14 . 000 12 . 125 K Factor = 5 . 60 to 120 0 . 0 0 . 0 0 . 0 5 17 . 98 0 . 0219 0 . 0 14 . 000 0 . 307 Vel = 3 . 48 5 19 . 74 1 . 452 1T 7 . 686 44 . 000 12 .432 K Factor = 5 . 60 to 120 0 . 0 7 . 686 0 . 0 6 37 . 72 0 . 0864 0 . 0 51 . 686 4 . 467 Vel = 7 . 31 6 - 10 . 13 1 . 452 IT 7 . 686 1 . 000 16 . 899 to 120 0 . 0 7 . 686 0 . 433 7 27 . 59 0 . 0485 0 . 0 8 .686 0 . 421 Vel = 5 . 35 0 . 0 27 . 59 17 . 753 K Factor = 6 . 55 6 10 . 13 1 .452 1 T 7 .686 42 . 000 16 . 899 to 120 1 E 3 . 843 11 . 529 0. 0 8 10 . 13 0 . 0076 0 . 0 53 . 529 0 . 406 Vel = 1 . 96 8 0 . 0 1 .452 1 T 7 . 686 1 . 000 17 . 305 to 120 0 . 0 7 . 686 0 . 433 9 10 . 13 0 . 0076 0 . 0 8 . 686 0 . 066 Vel = 1 . 96 0 . 0 10 . 13 17 . 804 K Factor = 2 . 40 10 -21 . 84 1 . 452 2T 7 . 686 1 . 000 13 . 791 to 120 0 . 0 15 . 373 -0 . 433 11 -21 . 84 40315 0 . 0 16 . 373 -0 . 515 Vel = 4 . 23 11 0 . 0 1 . 452 0 . 0 15 . 000 12 . 843 to 120 0 . 0 0 . 0 0 . 0 12 -21 . 84 40314 0 . 0 15 . 000 -0 . 471 Vel = 4 . 23 12 19 . 70 1 .452 2E 3 . 843 14 . 000 12 . 372 K Factor = 5 . 60 to 120 0 . 0 7 . 686 0 . 0 13 -2 . 14 40005 0 . 0 21 . 686 -0 . 010 Vel = 0 .41 13 19 . 69 1 .452 0 . 0 14 . 000 12 . 362 K Factor = 5 . 60 to 120 0 . 0 0 . 0 0 . 0 14 17 . 55 0 . 0210 0 . 0 14 . 000 0 . 294 Vel = 3 . 40 14 19 . 92 1 . 452 1T 7 .686 44 . 000 12 . 656 K Factor = 5 . 60 to 120 0 . 0 7 . 686 0 . 0 15 37 . 47 0 . 0854 0 . 0 51 . 686 4 .412 Vel = 7 . 26 15 -8 . 85 1 .452 1 T 7 . 686 1 . 000 17 . 068 to 120 0 . 0 7 . 686 0 . 433 16 28 . 62 0 . 0519 0 . 0 8 . 686 0 .451 Vel = 5 . 55 0 . 0 28 . 62 17 . 952 K Factor = 6 . 75 A Calculations - Standard DESIGN LINE FIRE PROTECTION Page 7 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng 's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 15 8 . 85 1 .452 1 T 7 . 686 42 . 000 17 . 068 to 120 1 E 3 . 843 11 . 529 0 . 0 17 8 . 85 0 . 0059 0 . 0 53 . 529 0 . 316 Vel = 1 . 71 17 0 . 0 1 .452 1T 7 . 686 1 . 000 17 . 384 to 120 0 . 0 7 . 686 0 .433 18 8 . 85 0 . 0060 0 . 0 8 . 686 0 . 052 Vel = 1 . 71 0 . 0 8 . 85 17 . 869 K Factor = 2 . 09 20 =8 . 25 1 . 452 2T 7 . 686 1 . 000 15 . 050 to 120 0 . 0 15 . 373 -0 .433 21 -8 . 25 -0 . 0052 0 . 0 16 . 373 -0 . 085 Vel = 1 . 60 21 0 . 0 1 .452 0 . 0 33 . 000 14 . 532 to 120 0 . 0 0 . 0 0 . 0 22 -8 . 25 -0 . 0052 0 . 0 33 . 000 -0 . 172 Vel = 1 . 60 22 21 . 22 1 .452 0 . 0 10 . 000 14 . 360 K Factor = 5 . 60 to 120 0 . 0 0 . 0 0 . 0 23 12 . 97 0 . 0120 0 . 0 10 . 000 0 . 120 Vel = 2 . 51 23 21 . 31 1 .452 IT 7 . 686 43 . 000 14 .480 K Factor = 5 . 60 to 120 0 . 0 7 . 686 0 . 0 24 34 . 28 0 . 0724 0 . 0 50 .686 3 . 670 Vel = 6 . 64 24 - 10 . 22 1 .452 1T 7 . 686 1 . 000 18 . 150 to 120 0 . 0 7 . 686 0 .433 25 24 . 06 0 . 0375 0 . 0 8 . 686 0 . 326 Vel = 4 . 66 0 . 0 24 . 06 18 . 909 K Factor = 5 . 53 24 10 . 22 1 .452 2T 7 . 686 83 . 000 18 . 150 to 120 0 . 0 15 . 373 0 . 0 26 10 . 22 0 . 0077 0 . 0 98 . 373 0 . 759 Vel = 1 . 98 26 0 . 0 1 .452 1T 7 . 686 1 . 000 18 . 909 to 120 0 . 0 7 . 686 0.433 27 10 . 22 0 . 0077 0 . 0 8 . 686 0 . 067 Vel = 1 . 98 0 . 0 10 . 22 19 . 409 K Factor = 2 . 32 28 22 .26 1 . 452 2T 7 . 686 1 . 000 17 . 020 to 120 0 . 0 15 . 373 -0 .433 29 22 . 26 0 . 0326 0 . 0 16 . 373 0 . 533 Vel = 4 . 31 29 0 . 0 1 .452 IT 7 . 686 86 . 000 17 . 120 to 120 0 . 0 7 . 686 0 . 0 30 22 . 26 0 . 0326 0 . 0 93 .686 3 . 052 Vel = 4 . 31 30 7 . 76 1 .452 1 T 7 . 686 1 . 000 20 . 172 to 120 0 . 0 7 . 686 0 . 433 31 30 . 02 0 . 0566 0 . 0 8 . 686 0 .492 Vel = 5 . 82 0 . 0 30 . 02 21 . 097 K Factor = 6 . 54 30 -7 . 76 1 .452 2T 7 . 686 83 . 000 20 . 172 to 120 0 . 0 15 . 373 0 . 0 32 -7 . 76 -0 . 0046 0 . 0 98373 -0 . 456 Vel = 1 . 50 1al Calculations - Standard DESIGN LINE FIRE PROTECTION Page 8 CREEKSIDE Date Hyd . Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv . Ln . Total Pf Pn 32 0 . 0 1 .452 IT 7 . 686 1 . 000 19 . 716 to 120 0 . 0 7 . 686 0 .433 33 -7 . 76 -0 . 0046 0 . 0 8 . 686 -0 . 040 Vel = 1 . 50 0 . 0 -7 . 76 20 . 109 K Factor = - 1 . 73 35 15 . 46 1 . 452 1T 7 . 686 1 . 000 19 . 942 to 120 1 E 3 . 843 11 . 529 -0 . 433 36 15 . 46 0 . 0166 0 . 0 12 . 529 0 . 208 Vel = 3 . 00 36 0 . 0 1 . 452 1E 3 . 843 39 . 000 19 . 717 to 120 0 . 0 3 . 843 0 . 0 37 15 .46 0 . 0166 0 . 0 42 . 843 0 . 711 Vel = 3 . 00 37 0 . 0 1 . 452 IT 7 . 686 1 . 000 20 . 428 to 120 0 . 0 7 . 686 0 . 433 38 15 .46 0 . 0166 0 . 0 8 . 686 0 . 144 Vel = 3 . 00 0 . 0 15 . 46 21 . 005 K Factor = 3 . 37 39 13 . 39 1 . 452 1 T 7 . 686 1 . 000 20 . 070 to 120 1 E 3 . 843 11 . 529 -0 .433 40 13 . 39 0. 0127 0 . 0 12 . 529 0 . 159 Vel = 2 . 59 40 0 . 0 1 .452 1 E 3 . 843 39 . 000 19 . 796 to 120 0 . 0 3 . 843 0 . 0 41 13 . 39 0. 0127 0 . 0 42 . 843 0 . 545 Vel = 2 . 59 41 0 . 0 1 . 452 IT 7 . 686 1 . 000 20 . 341 to 120 0 . 0 7 . 686 0 . 433 42 13 . 39 0. 0127 0 . 0 8 . 686 0 . 110 Vel = 2 . 59 0 . 0 13 . 39 20 . 884 K Factor = 2 . 93 44 A 1 . 23 1 . 452 2T 7 . 686 1 . 000 21 . 258 to 120 0 . 0 15 . 373 -0 . 433 45 - 11 . 23 -0 . 0092 0 . 0 16 . 373 -0 . 150 Vel = 2 . 18 45 0 . 0 1 . 452 1T 7 . 686 56 . 000 20 . 675 to 120 0 . 0 7 .686 0 . 0 46 A 1 .23 -0 . 0092 0 . 0 63, 686 4585 Vel = 2 . 18 46 0 . 0 1 . 452 IT 7 . 686 1 . 000 20 . 090 to 120 0 . 0 7 .686 0 . 433 47 A 1 .23 40092 0 . 0 8 . 686 -0 . 080 Vel = 2 . 18 0 . 0 A 1 . 23 20 .443 K Factor = -2 . 48 48 - 10 . 21 1 .452 2T 7 . 686 1 . 000 21 . 193 to 120 0 . 0 15 . 373 4433 49 - 10. 21 -0 . 0077 0 . 0 16 . 373 -0 . 126 Vel = 1 . 98 49 0 . 0 1 . 452 1 T 7 . 686 56 . 000 20 . 634 to 120 0 . 0 7 . 686 0 . 0 50 A 0. 21 -0 . 0077 0 . 0 63 . 686 -0 .491 Vel = 1 . 98 50 0 . 0 1 . 452 1 T 7 . 686 1 . 000 20 . 143 to 120 0 . 0 7 . 686 3 . 898 51 - 10 . 21 -0 . 0077 0 . 0 8 . 686 -0 . 067 Vel = 1 . 98 0 . 0 . gal Calculations - Standard DESIGN LINE FIRE PROTECTION Page 9 CREEKSIDE Date Hyde Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn - 10 . 21 23 . 974 K Factor = =2 . 09 1 21 . 03 1 .452 0 . 0 10 . 500 13 . 483 to 120 0 . 0 0 . 0 0 . 0 10 21 . 03 0 . 0293 0 . 0 10 . 500 0 . 308 Vel = 4 . 07 10 21 . 83 1 . 452 0 . 0 11 . 500 13 . 791 to 120 0 . 0 0. 0 0 . 0 20 42 . 86 0 . 1095 0 . 0 11 . 500 1 . 259 Vel = 8 . 30 20 8 . 25 1 . 452 0 . 0 13 . 000 15 . 050 to 120 0 . 0 0 . 0 0 . 0 28 51 . 11 0 . 1515 0 . 0 13 . 000 1 . 970 Vel = 9 . 90 28 =22 . 26 1 .452 1 T 7 . 686 5 . 000 17 . 020 to 120 0 . 0 7 . 686 0 . 0 34 28 . 85 0 . 0527 0 . 0 12 . 686 0 . 668 Vel = 5 . 59 34 0 . 0 1 .452 1 E 3 . 843 39 . 000 17 . 688 to 120 0 . 0 3 . 843 0 . 0 35 28 . 85 0 . 0526 0 . 0 42 . 843 2 . 254 Vel = 5 . 59 35 - 15 . 46 1 .452 0 . 0 10 . 000 19 . 942 to 120 0 . 0 0 . 0 0 . 0 39 13 . 39 0 . 0128 0 . 0 10 . 000 0 . 128 Vel = 2 . 59 0 . 0 13 . 39 20 . 070 K Factor = 2 . 99 9 10 . 13 1 .452 0 . 0 8 . 500 17 . 804 to 120 0 . 0 0 . 0 0 . 0 18 10 . 13 0 . 0076 0 . 0 8 . 500 0 . 065 Vel = 1 . 96 18 8 . 85 1 . 452 IT 7 . 686 47 . 000 17. 869 to 120 IE 3 . 843 11 . 529 0 . 0 19 18 . 98 0. 0242 0 . 0 58 . 529 1 .419 Vel Some 3 . 68 19 0 . 0 1 .452 0 . 0 5 . 000 19 .288 to 120 0 . 0 0 . 0 0 . 0 27 18 . 98 0 . 0242 0. 0 5 . 000 0. 121 Vel = 3 . 68 27 10 . 22 1 .452 0 . 0 13 . 000 19 . 409 to 120 0 . 0 0 . 0 0 . 0 33 29 . 2 0 . 0538 0 . 0 13 . 000 0 . 700 Vel = 5 . 66 33 -7 . 76 1 .452 0 . 0 11 . 000 20 . 109 to 120 0 . 0 0 . 0 0 . 0 47 21 . 44 0 . 0304 0 . 0 11 . 000 0 . 334 Vel = 4 . 15 47 A 1 . 23 1 . 452 0 . 0 8 . 500 20 .443 to 120 0 . 0 0 . 0 3 . 465 51 10 . 21 0 . 0078 0 . 0 8 . 500 0 . 066 Vel = 1 . 98 0 . 0 10 . 21 23 . 974 K Factor = 2 . 09 42 13 . 39 1 .452 0 . 0 9 . 500 20 . 884 to 120 0 . 0 0 . 0 0 . 0 38 13 . 39 0 . 0127 0 . 0 9 . 500 0 . 121 Vel = 2 . 59 38 15 . 46 1 .452 1 T 7 . 686 19 . 000 21 . 005 to 120 1 E 3 . 843 11 . 529 0 . 0 43 28 . 85 0 . 0526 0 . 0 30 . 529 1 .607 Vel = 5 . 59 0 . 0 . , al Calculations - Standard DESIGN LINE FIRE PROTECTION Page 10 CREEKSIDE Date Hyd . Qa Dia . Fitting Pipe Pt Pt Ref. "C" or Ftng 's Pe Pv Notes ****** Point Qt Pf/UL Eqv. Ln . Total Pf Pn 28 . 85 22 . 612 K Factor = 6 . 07 48 10 . 21 1 . 452 0 . 0 8 . 500 21 . 193 to 120 0 . 0 0 . 0 0 . 0 44 10 . 21 0 . 0076 0 . 0 8 . 500 0 . 065 Vel = 1 . 98 44 11 . 23 1 .452 1 T 7 . 686 33 . 000 21 . 258 to 120 1 E 3 . 843 11 . 529 0 . 0 43 21 . 44 0 . 0304 0 . 0 44 . 529 1 . 354 Vel = 4 . 15 0 . 0 21 . 44 22 . 612 K Factor = 4. 51 7 27 . 59 1 .687 0 . 0 8 . 500 17 . 753 to 120 0 . 0 0 . 0 0 . 0 16 27 . 59 0 . 0234 0 . 0 8 . 500 0. 199 Vel = 3 . 96 16 28 . 63 1 . 687 0 . 0 11 . 000 17 . 952 to 120 0 . 0 0 . 0 0 . 0 25 56 . 22 0. 0870 0 . 0 11 . 000 0. 957 Vel = 8 . 07 25 24 . 05 1 .687 0 . 0 13 . 000 18 . 909 to 120 0 . 0 0 . 0 0 . 0 31 80 .27 0 . 1683 0 . 0 13 . 000 2 . 188 Vel = 11 . 52 31 30 . 02 1 .687 0 . 0 5 . 000 21 . 097 to 120 0 . 0 0 . 0 0 . 0 43 110 . 29 0 . 3030 0 . 0 5 . 000 1 . 515 Vel = 15 . 83 43 50 . 30 1 . 687 1 E 5 . 022 34 . 000 22 . 612 to 120 0 . 0 5 . 022 0 . 0 TR 160 . 59 0 . 6070 0 . 0 39 . 022 23 . 686 Vel = 23 . 05 TR 0 . 0 1 .687 1 B 0 . 0 7 . 000 46 . 298 to 120 1 T 10 . 044 10 . 044 3 . 032 BR 160 . 59 0 .6070 0 . 0 17 . 044 10. 345 Vel = 23 . 05 BR 0 . 0 4 . 026 2G 2 . 0 3 . 000 59 . 675 to 120 1T 20 . 0 24 . 000 4 . 000 * Fixed loss = 4 UG 160 . 59 0 . 0088 0. 0 27 . 000 0 . 237 Vel = 4 . 05 UG 0 . 0 6 . 16 2E 20 . 084 140 . 000 63 . 912 to 140 IG 4 . 304 44 .472 0 . 0 HYD 160 . 59 0. 0008 0 . 0 184 . 472 0 . 153 Vel = 1 . 73 HYD 250 . 00 6 . 16 1G 4 . 304 20 . 000 64. 065 Qa = 250 to 140 IT 43 . 037 47 . 341 0 . 0 ST 410 . 59 0 . 0047 0 . 0 67 . 341 0 . 318 Vel = 4. 42 0 . 0 410 . 59 64 . 383 K Factor = 51 . 17 September 19, 2005 Fire Sprinkler Plan Review Eagle Creek Estates 16520 Tranquility Court Prior Lake MN 55372 1 . The 1999 addition of NFPA 13 is the standard 2 . It is the responsibility of the fire sprinkler contractor to flush all mains and branch lines to insure proper operation of the sprinkler system . 3 . All materials shall be tested and approved for intended use . 4 . All water control valves shall have a tamper switch including the PIV . 5 . All water control valves and inspector test valves shall be secured from public use . 6 . Provide protection to all canceled combustible areas . 7 . All head locations shall be field approved . 8 . Inspectors test shall be located in a site - approved location . 9 . Separate permits are required for Fire alarm systems . 10 . Seal all penetrations in rated walls and ceilings 11 . Fire alarms shall be interlocked with all fire dampers . 12 . Storage rooms require 18 ' clear space below sprinkler . 13 . Sidewall sprinkler heads shall not be obstructed by cabinets 14 . Standpipes shall be required in all rated stairs . With 2 1/2" and 1 1/2" hose onections . 15 . Public deck from the library must be protected . 16 . Sprinkler heads under decks must be at least 1 ' below the framing members and not more than 6 "below the framing member and not more thanl4 " below the decking . 17 . Provide permeate signage for all valves , drains , risers , etc . 18 . Provide a water resistant map of the system at the sprinkler riser to include the location of all valves drains , inspectors tests , etc . 19 . Provide frost protection for all areas . Fire & Building Products CENTRAL Customer Service/Sales: Technical Services : Tel : (800) 381 -9312 / Fax : (800) 791 -5500 Tel : (215) 362-0700 / (800) 523-6512 Fax: (215) 362-5385 Series DS- i K- — 5. 6 factor Dry Type Sprinklers Quick Response, Standard Coverage General Model/Sprinkler Description Identification The Series DS- 1 , 5 . 6 K-factor, Quick Numbers Response , Standard Coverage, Dry Type Sprinklers are decorative 3 mm TY3235 - ( Pendent) glass bulb automatic sprinklers de - TY3135 - ( Upright) signed for the following typical uses : TY3335 - ( Horizontal Sidewall ) • where pendent sprinklers are re - quired on dry pipe systems that are exposed to freezing tempera- tures (e . g . sprinkler drops from un - heated portions of buildings) • where sprinklers and/or a portion Technical of the connecting piping may be exposed to freezing temperatures Data (e . g . sprinkler drops from wet sys- tems into freezers , sprinkler Approvals sprigs from wet systems into un - UL and C - UL Listed , heated attics , or horizontal piping FM and NYC Approved . .. extensions through a wall to pro- ( Refer to Table A) s � . tect an unheated area of a build Maximum Working Pressure ing) 175 psi ( 12 , 1 bar) • where sprinklers are used on sys tems that are seasonably drained Inlet Thread Connection to avoid freezing (e .g . vacation re - 1 inch NPT (Standard Order) sort areas) ISO 7- R1 Discharge Coefficient WARNINGS K = 5. 6 GPM/psis /2 The Series DS- 1 Dry Type Sprinklers (80 , 6 LPM/bars /2) described herein must be installed and Temperature Ratings Water Tube . . Stainless Steel maintained in compliance with this p g document, as well as with the applica- Refer to Table A Spring . . Stainless Steel ble standards of the National Fire Pro- Finishes Sealing Assembly . . . . . . tection Association, in addition to the Sprinkler : Natural Brass , Chrome • • • • • • Beryllium Nickel w/Teflon * standards of any other authoritieshav- Plated , White Polyester Escutcheon Carbon Steel ing jurisdiction. Failure to do so may Escutcheon : White Coated or Chrome Patents impair the integrity of these devices. Plated U . S . A. Patent Number 5 , 188 , 185 may The owner is responsible for maintain - Physical Characteristics be applicable to the Series DS- 1 , 5 . 6 ing their fire protection system and de- Inlet . . . . . . . . . . . . . Copper K-factor, Quick Response , Standard vices in proper operating condition. Plug . . . . . . Copper Coverage , Dry Type Sprinklers . The installing contractor or sprinkler Yoke Stainless Steel manufacturer should be contacted Casing . . . Galvanized Carbon Steel relative to any questions. Insert . . . . . . I d I M 0 . Bronze The Series DS- 1 Dry Type Sprinklers Bulb Seat . . Stainless Steel must only be installed in fittings that Bulb . . . . . . Glass meet the requirements of the Design Compression Screw . Bronze Criteria section. Deflector . . . . Bronze Frame . . Bronze * Registered Trademark of DuPont Guide Tube . . . . Stainless Steel Page 1 of 6 JANUARY, 2003 TFP510 Page 2 of 6 TFP510 SPRINKLER FINISH TY3235 Pendent TY3235 Pendent TY3335 Hor. Sidewall w/ Standard w/ Std. Escutcheon w/ Std. Escutcheon Recessed Escutcheon (Ref. Fig. 5) and a top of (Ref. Fig . 3) Deflector-to-Ceiling TY3235 Pendent distance of TY3235 Pendent w/ Deep Escutcheon 4 to 12 inches w/ Wide Flange (Ref. Fig. 6) (100 to 300 mm) Recessed Escutcheon Ref. Fi (Ref. Fig . 4) TY3135 Upright ( g 8) w/o Escutcheon (Ref. Fig. 7) Temperature Bulb Natural Chrome White Natural Chrome White Natural Chrome White Rating Color Code Brass Plated Polyester Brass Plated Polyester Brass Plated Polyester 135°F/57°C Orange 1 , 21 31 4 11 2, 4 1 , 2, 31 4 112 , 4 1 *, 2*, 3**7 4 1 *, 2*, 4 155°F/68°C Red 19 2, 39 4 1 , 29 4 1 , 2 , 3, 4 112, 4 1 *, 2*, 3**, 4 1 *9 2*, 4 175°F/79°C Yellow 1 , 2, 3, 4 12214 11 2, 31 4 19214 1 *, 2*1 3**, 4 1 *, 2*1 4 200017/9300 Green 192, 314 11214 11 2 , 31 4 11214 1 *1 2*1 3**, 4 1 *1 2*1 4 2860F/141 °C Blue N/A 11 2, 31 4 1 , 21 4 1 *, 2*1 3**, 4 1 *, 2*1 4 Notes: 1 . Listed by Underwriters Laboratories, Inc (Maximum order length of 48 inches) . 2. Listed by Underwriters Laboratories for use in Canada. (Maximum order length of 48 inches) . 3. Approved by Factory Mutual Research Corporation (Maximum order length of 48 inches) 4 . Approved by the City of New York under MEA 352-01 -E . * Light and Ordinary Hazard Occupancies Only. ** Light Hazard Occupancies Only. N/A - Not Available. TABLE A SERIES DS- 1, QUICK RESPONSE - STANDARD COVERAGE, DRY TYPE SPRINKLERS LABORATORY LISTINGS AND APPROVALS rl WRENCH PLUG WITH INLET RECESS GASKETED SPRING PLATE SEAL YOKE SPRING CASING WATER PUSH WRENCH IN TO TUBE ENSURE ENGAGEMENT WITH INSERT SPRINKLER WRENCHING AREA GUIDE FIGURE 2 TUBE BULB W- TYPE 7 SPRINKLER WRENCH SEAT FRAME 3mm BULB VENT HOLE COMPRESSION DEFLECTOR SCREW FIGURE 1 SERIES DS- 1 QUICK RESPONSE DRY TYPE SPRINKLER ASSEMBLY TFPS10 Page 3 of 6 SPRINKLER FITTING SPRINKLER FITTING SPRINKLER FITTING (REFER TO DESIGN (REFER TO DESIGN (REFER TO DESIGN CRITERIA SECTION) ;- r- - i CRITERIA SECTION) t -------- CRITERIA SECTION) i____ __-r FACE OF ` FACE OF h FACE OF r= SPRINKLER L{; SPRINKLER L _� SPRINKLER _� ; FITTING L- FITTING I FITTING LL FL ORDER LENGTHS: ORDER LENGTHS: ORDER LENGTHS: 3- 1 /2" to 48" 3-1 /2" to 48" 2-1/2" to 48" 1 -3/4" DIA. (88,9 to 1219,2 mm) (88,9 to 1219,2 mm) (63,5 to 1219,2 mm) (44,5 mm) IN 1/4" (6,4 mm) 2-1 /4" DIA, IN 1 /4" (6,4 mm) 3" DIA, IN 1/4" (6,4 mm) INCREMENTS (57,2 mm) INCREMENTS (76,2 mm) INCREMENTS FACE O*2-7/80 FACE OF CEILINCEILING FACE OF CEILING 1 -3/8' t 1 /8° 3-5/8" DIA. 3" DIA. 1 -3/8" ± 118" 92, 1 mm) 2-3/16" ± 1 /8° (76,2 mm) (34,9 ± 3,2 mm) (34,9 ± 3,2 mm) ( (5516 :E 3,2 mm) FIGURE 3 FIGURE 4 FIGURE 5 TY3235 PENDENT TY3235 PENDENT TY3235 PENDENT w/ STANDARD RECESSED w/ WIDE FLANGE RECESSED w/ STANDARD ESCUTCHEON ESCUTCHEON ESCUTCHEON SPRINKLER FITTING (REFER TO DESIGN TOP OF CRITERIA SECTION) i_ _ _ _ __.r DEFLECTOR FACE OF :- SPRINKLER i 4 1 ; } FITTING ORDER LENGTHS: 5" to 48" L 1 (127,0 to 1219,2 mm) ORDER LENGTHS: 3-112" DIA. IN 1 /4' (6,4 mm) 1 /2" to 46" (88,9 mm) INCREMENTS (1237 to 1168,4 mm) 2-1 /2" DIA. IN 1 /4" (6,4 mm) (63,5 mm) FACE OF INCREMENTS f-- -j SPRINKLER FITTING FACE OF _ CEILING s Jr -, L -- 4-1 /4' ± 1 /8" i14 (108,0 ± 3,2 mm) SPRINKLER FITTING - (REFER TO DESIGN CRITERIA SECTION) FIGURE 6 FIGURE 7 TY3235 PENDENT TY3135 UPRIGHT WI DEEP ESCUTCHEON W/o ESCUTCHEON ORDER LENGTHS: 2-1 /2' to 48' 4' -+ 1/8' (6315 to 1219,2 mm) (101 ,6 ± 3,2 mm) IN 1/48 (6,4 mm) INCREMENTS FACE OF FACE OFMOUNTING SPRINKLER 1 -3/4" DIA. SURFACE '- -� (4435 mm) I L , FITTING 5 3" DIA, j (7692 mm) SPRINKLER FITTING (REFER TO DESIGN CENTERLINE 5/16° CRITERIA SECTION) OF WATERWAY (7,9 mm) FIGURE 8 TY3335 HORIZONTAL SIDEWALL w/ STANDARD ESCUTCHEON Page 4 of 6 TFP51 O connected to Dry Sprinklers and sub /nsfallafion Operation ject to freezing temperatures must be pitched for drainage in accordance When the Series DS- 1 is in service, with the minimum requirements of the The Series DS- 1 Dry Type Sprinklers water is prevented from entering the National Fire Protection Association must be installed in accordance with assembly by the Plug & Belleville Seal- for dry pipe sprinkler systems , the following instructions : ing Assembly ( Ref. Figure 1 ) in the Inlet of the Sprinkler. The glass Bulb When Dry Sprinklers are to be used in NOTES contains a fluid that expands when ex- wet pipe sprinkler systems protecting The Series DS- 1 mustonlybe installed posed to heat . When the rated tem- areas subject to freezing temperatures in fittings that meet the requirements perature is reached , the fluid expands (e . g . , sprinkler drops into freezers) , of the Design Criteria section. sufficiently to shatter the glass Bulb, consideration must be given to the ap - and the Bulb Seat is released. The propriate length of the sprinkler that Refer to the Design Criteria section for compressed Spring is then able to ex- will prevent freezing of the water in the other important requirements regard- pand and push the Water Tube as well connecting pipes due to conduction . ing piping design and sealing of the as the Guide Tube outward . This action When the temperature surrounding clearance space around the Sprinkler simultaneously pulls inward on the the wet pipe sprinkler system is main- Casing. Yoke , withdrawing the Plug & Belleville tained at a minimum temperature of Do not install any bulb type sprinkler if Seal from the Inlet allowing the sprin - 40OF/40C, the following are the mini- the bulb is cracked or there is a loss of kler to activate and flow water. mum recommended lengths between liquid from the bulb. With the sprinkler the face of the sprinkler fitting and the held horizontally, a small air bubble outside surface of the protected area should be present. The diameter of the (i .e . , length exposed to minimum am - air bubble is approximately 1/16 inch bient of 40° F/4° C) : (1, 6 mm) for the 1350F157°C rating to Design • 12 inches (300 mm) when the tem - 1/8 inch (3, 2 mm) for the 2860F/141 °C perature within the protected area rating. Criteria is -20' F/-29 °C A leak tight 1 inch NPT sprinkler joint The Series DSml Sprinklers are in • 18 inches (450 mm) when the tem - should be obtained with a torque of 20 ended for use in fire sprinkler systems perature within the protected area to 30 ft. lbs. (26, 8 to 40, 2 Nm) . Higher tended designed in accordance with the is -40 ° F/-40 °C levels of torque may distort the sprin- g kler inlet with consequent leakage or standard installation rules recognized . 24 inches (600 mm) when the tem - impairment of the sprinkler, by the applicable Listing or Approval perature within the protected area agency (e . g . , UL Listing is based on is -60' F/-51 °C Do not attempt to compensate for in- NFPA 13 requirements) , sufficient adjustment in an Escutcheon For protected area temperatures be- Plate by under- or over-tightening the The Series DS- 1 Dry Type Sprinkler is tween those given above , the minimum Sprinkler. Readjust the position of the to be installed in the 1 or inch NPT recommended length from the face of sprinkler fitting to suit. outlet or run of malleable or ductile iron the fitting to the outside of the prom threaded tee fittings that meet the di - tected area may be determined by in- Step 1 . Pendent sprinklers must be mensional requirements of ANSI terpolating between the indicated val - installed only in the pendent position , 816. 3 or cast iron threaded tee fittings ues . and upright sprinklers must be in - that meet the dimensional require- stalled only in the upright position . The ments of ANSI 816 .4 with the end NOTE deflector of a pendent or upright sprin- sprinkler fitting on a branch line to be When Dry Sprinklers penetrate a ceil- kler is to be parallel to the ceiling . plugged as shown in Figure 1 , ing or wall into an area subject to freez- Horizontal sidewall sprinklers are to be When installing 1 inch NPT Series ing, the clearance space around the installed in the horizontal position with DS- 1 Dry Type Sprinklers on a dry pipe Sprinkler Casing must be completely their centerline of waterway perpen - sprinkler system , only use the side out- sealed in order to prevent the leakage dicular to the back wall and parallel to let of maximum 2- 1 /2 inch size reduc- of moist air into the freezing area the ceiling . The word "TOP" on the ing tee's, which might result in the formation of Deflector is to face towards the ceiling . condensate around the Frame, Deflec- For wet pipe sprinkler systems, the tor, Bulb Seat, or Bulb. Failure to pre- Step 2 . With pipe thread sealant ap- Series DS- 1 Dry Type Sprinklers may vent the formation of condensate could plied to the inlet threads , hand tighten also be installed in the 1 inch NPT result in the build-up of ice around the the sprinkler into the sprinkler fitting. outlet of a Central Figure 730 Mechani- releasing components. This could re- Step 3. Wrench tighten the sprinkler cal Tee . sult an inadvertent operation of the by wrenching on the Casing with a pipe sprinkler or impaired operation due to wrench whenever the casing is readily NOTE reduced thermal sensitivity. accessible. Otherwise , use a W-Type 7 Do not install the Series DS- 1 into any Sprinkler Wrench (Ref. Figure 2) . The other type fitting without first consult- wrench recess of the W-Type 7 is to be ing the Technical Services Depart- applied to the sprinkler wrench flats ment. Failure to use the appropriate ( Ref. Figure 2) . fitting may result in: failure of the sprin- kler to properly operate due to forma- Step 4. After the ceiling/wall has been tion of ice over the inlet Plug or binding installed/finished , slide on the outer of the inlet Plug; or, insufficient en- piece of the Escutcheon until it comes gagement of the inlet pipe threads with in contact with the ceiling/wall . Do not consequent leakage. lift the ceiling panel out of its normal Branch , cross, and feedmainp� p 9 i in position . In the case of the outer piece of the TFP510 Page 5 of 6 Deep Ceiling Escutcheon , hold the standards of the National Fire Protec- OF MERCHANTABILITY AND F1 outer piece in contact with the mount- tion Association (e . g . , NFPA 25) , - in NESS FOR A PARTICULAR PUR- ing surface (ceiling ) , and then rotate addition to the standards of any other POSE* the inner piece approximately 1 /4 turn authorities having jurisdiction . The in- with respect to the outer piece, to hold stalling contractor or sprinkler manu - the Deep Escutcheon firmly together. facturer should be contacted relative to Ordering any questions. ®rf�dg Care and It is recommended that automatic procedure sprinkler systems be inspected , Maintenance tested , and maintained by a qualified Contact your local distributor for avail- Inspection Service . ability, and please specify the follow- The Series DS- 1 Dry Type Sprinklers ,/ ing : must be maintained and serviced in Limited 1 . Sprinkler. accordance with the following instruc- tions : Warranty • Model/SIN . NOTES • Quick Response , Standard Cov- Absence of the outer piece of an es- Products manufactured by Tyco Fire erage , Dry Type Sprinkler cutcheon, which is used to cover a Products are warranted solely to the . Deflector Style . original Buyer for ten ( 10 ) years • 5 . 6 K factor. clearance hole, may delay the time to against defects in material and work- sprinkler operation in a fire situation. manship when paid for and properly • Before closing a fire protection system installed and maintained under normal Order Length . main control valve for maintenance use and service. This warranty will ex- Dry Type Sprinklers are furnished work on the fire protection system that pire ten ( 10) years from date of ship- based upon Order Length as it controls, permission to shutdown the ment by Tyco Fire Products. No war- measured per Figure 3 through 8, affected fire protection systems must ranty is given for products or as applicable. After the measure- be obtained from the proper authori- components manufactured by compa- ment is taken, round it to the near- ties and all personnel who may be nies not affiliated by ownership with est 114 inch increment. affected by this action mustbe notified. Tyco Fire Products or for products and A Vent Hole is provided in the Bulb components which have been subject Inlet Connection ( 1 Inch NPT or Seat (Ref. Figure 1) to indicate if the to misuse, improper installation , corro- ISO 7- R1 ) . Dry Sprinkler is remaining dry. Evi- Sion , or which have not been installed , . Temperature Rating . dence of leakage from the Vent Hole is maintained , modified or repaired in ac- cordance with applicable Standards of • Sprinkler Finish . an indicationthat there may be weepage past the Inlet seal and that the National Fire Protection any other . Escutcheon Style and Finish , as tion , and/or the standards of any other the sprinkler needs to be removed for applicable . determining the cause of leakage e. Authorities Having Jurisdiction . Mate- an terminiimpropg t he cause orae ice plug). rials found by Tyco Fire Products to be Part Number from Table B . ( Part The fire protection system control defective shall be either repaired or numbers are for 1 inch NPT stand- valve must be closed and the system replaced , at Tyco Fire Products ' sole and order sprinklers . Orders for all drained before removing the sprinkler. option . Tyco Fire Products neither as- other sprinkler assemblies must sumes, nor authorizes any person to be accompanied by a complete Sprinklers that are found to be leaking assume for it, any other obligation in description . ) or exhibiting visible signs of corrosion connection with the sale of products or 2 . W-Type 7 Sprinkler Wrench . must be replaced . parts of products . Tyco Fire Products Automatic sprinklers must never be shall not be responsible for sprinkler Refer to the Price List for complete painted , plated , coated , or otherwise system design errors or inaccurate or listing of Part Numbers. altered after leaving the factory. Modk incomplete information supplied by fied sprinklers must be replaced . Buyer or Buyer's representatives . Sprinklers that have been exposed to IN NO EVENT SHALL TYCO FIRE corrosive products of combustion , but PRODUCTS BE LIABLE , IN CON - have not operated , should be com - TRACT, TORT, STRICT LIABILITY OR pletely cleaned by wiping the sprinkler UNDER ANY OTHER LEGAL THE- with a cloth or by brushing it with a soft ORY, FOR INCIDENTAL, INDIRECT, bristle brush . SPECIAL OR CONSEQUENTIAL Care must be exercised to avoid dam- DAMAGES , INCLUDING BUT NOT age - before, during , and after instal- LIMITED TO LABOR CHARGES , RE- lation . Sprinklers damaged by drop- CARDLESS OF WHETHER TYCO ping , striking , wrench twist/slippage , FIRE PRODUCTS WAS INFORMED or the like, must be replaced . Also, ABOUT THE POSSIBILITY OF SUCH replace any sprinkler that has a DAMAGES , AND IN NO EVENT cracked bulb or that has lost liquid from SHALL TYCO FIRE PRODUCTS' LI - its bulb (Ref. Installation Section ) . ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE . The owner is responsible for the in- THE FOREGOING WARRANTY IS spection , testing , and maintenance of MADE IN LIEU OF ANY AND ALL their fire protection system and de- OTHER WARRANTIES EXPRESS OR vices in compliance with this docu- IMPLIED. INCLUDING WARRANTIES ment, as well as with the applicable Page 6 of 6 TF510 P/N 60 - XXX - X - XXX ORDER LENGTH (1 ) (EXAMPLES) 055 5.50" SPRINKLER ESCUTCHEON MODEL/SIN FINISH FINISH (2) 082 8.25" 36 Pendent w/ Standard TY3235 1 NATURAL BRASS WHITE 180 18.00" Escutcheon ( 1 " NPT) (Fig. 5) 4 WHITE POLYESTER WHITE 187 18.75" 33 Pendent w/ Deep TY3235 Escutcheon ( 1 " NPT) (Fig. 6) 9 CHROME PLATED CHROME PLATED 372 37.25" 37 Pendent w/ Std . Recessed TY3235 0 CHROME PLATED WHITE 480 48 .00" Escutcheon ( 1 " NPT) (Fig. 3) 34 Sidewall w/ Standard TY3335 Escutcheon ( 1 " NPT) (Fig. 8) TEMPERATURE RATING (3) I 38 Upright w/o Escutcheon TY3135 0 13517/57C ( 1 " NPT) (Fig. 7) 1 155F/68C 2 17517/79C 3 200F/93C 4 28617/141 C NOTES ( 1 ) . Dry Type Sprinklers are furnished based upon "Order Length" as measured per Figures 3 through 8, as applicable, and for each individual sprinkler where it is to be installed . After the measure- ment is taken , round it to the nearest 1 /4 inch increment. (2) . Escutcheon Finish applies to pendent and sidewall sprinklers only. (3) . The 286F/141C temperature rating applies to non-recessed sprinkler assemblies. TABLE B PART NUMBER SELECTION SERIES DS- 1, QUICK RESPONSE, STANDARD COVERAGE, DRY TYPE SPRINKLERS TYCO FIRE PROQUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Fire Building Products CENTRAL i Customer Service/Sales ; Technical Services : Tel : (800) 381 -9312 / Fax: (800) 791 -5500 Tel : (215) 362-0700 / (800) 523-6512 Fax: (215) 362-5385 Series LFll Residential Horizontal Sidewall Sprinkiers 4. 2 Kwfactor WARNINGS General The Series LFII (TY1334) Residential Horizontal Sidewall Sprinklers de- Description scribed herein must be installed and maintained in compliance with this The Series LFII (TY1334) Residential document, as well as with the applica - Horizontal Sidewall Sprinklers are ble standards of the National Fire Pro decorative , fast response , frangibletection Association, in addition to the bulb sprinklers designed for use in standards of any other authorities hav- _ residential occupancies such as ing jurisdiction . Failure to do so may ' homes , apartments , dormitories , and impair the integrity of these devices. ' hotels . When aesthetics and optimized flow characteristics are the major con - The owner is responsible for maintain- sideration , the Series LFII (TY1334) ing their fire protection system and de- AAA A should be the first choice . vices in proper operating condition. The installing contractor or sprinkler The Series LFII are to be used in wet manufacturer should be contacted pipe residential sprinkler systems for relative to any questions. one- and two -family dwellings and mo- bile homes per NFPA 13D ; wet pipe residential sprinkler systems for resi- dential occupancies up to and includ - S' rinklerlModel ing four stories in height per NFPA p 13R ; or, wet pipe sprinkler systems for Identification x � the residential portions of any occu- pancy per NFPA 13 . 1V[i►111Jer " � The Series LFII (TY1334) has a 4. 2 - (60 ,5) K-factor that provides the re- SIN TY1334 quired residential flow rates at reduced t. pressures , enabling smaller pipe sizesAA and water supply requirements . Technical recessed version of the Series LFII (TY1334) is intended for use in Data areas with finished walls . It employs a two- piece Style 20 Recessed Escutch- Approvals : eon . The Recessed Escutcheon pro- UL and C-UL Listed . vides 1 /4 inch (6 ,4 mm) of recessed adjustment or up to 1 /2 inch ( 12 , 7 mm ) Maximum Working Pressure: Bulb 3 mm dia . Glass of total adjustment from the flush 175 psi ( 12 , 1 bar) Compression Screw . . . . Bronze mounting surface position . The adjust Deflector . . . . . . . Copper ment provided by the Recessed Es - Discharge Coefficients ii2 cutcheon reduces the accuracy to K = 4. 2 GPM/psi ((6060 , 5 LPM/bar ) tDupont Registered Trademark which the pipe nipples to the sprinklers Temperature Rating : must be cut . 155° F/680C or 1750F/790C Operation The Series LFII (TY1334) has been Finishes : designed with heat sensitivity and White Polyester Coated , The glass Bulb contains a fluid that water distribution characteristics Chrome Plated , or Natural Brass expands when exposed to heat . When proven to help in the control of residen - the rated temperature is reached , the tial fires and to improve the chance for Physical Characteristics : fluid expands sufficiently to shatter the occupants to escape or be evacuated . Frame . . . . . . . . . . . . . Brass glass Bulb allowing the sprinkler to Button B V B a 0 V we . . . . Bronze activate and flow water. Sealing Assembly . . Beryllium Nickel w/Teflont Page 1 of 8 JANUARY, 2003 TFP410 Page 2 of 8 TFP410 Components : 5 3 2 1 1 - Frame WRENCH 2 - Button Assembly FLATS 3 - Sealing Assembly p 4 - Bulb 5 - Compression Screw 6 Deflector * TOP-OF- 6* 4 7/16" (11 , 1 mm) 2_7/g DIA. DEFLECTOR NOMINAL * Temperature rating �_ MAKE IN (73,0 mm) is indicated on top 9 of Deflector. _ CENTERLINE 7/16" OF WATERWAY (11 , 1 mm) a STYLE 20 1 /2" NPT RECESSED 1 -5/8" ESCUTCHEON END-OF- (41 , 3 mm) ESCUTCHEON DEFLECTOR 2-1 /4" PLATE SEATING BOSS (57,2 mm) SURFACE RECESSED FIGURE 1 SERIES LFII (TY1334) RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS 7/16t1 /8" ( 11 , 1 ±3,2 mm) MOUNTING FACE OF ^WRENCH RECESS SURFACE SPRINKLER (END "A" USED FITTING FOR TY1334) TOP-OF- CLOSURE FIGURE 3 DEFLECTOR z W- TYPE 6 SPRINKLER WRENCH i \ TY1334 t � 2-7/8" DIA. (73,0 mm) WRENCH RECESS 2-1 /4" DIA. 7/16" I a _ (57,2 mm) (11 , 1 mm) 1 / MOUNTING PLATE END-OF- DEFLECTOR 1 /8" PUSH WRENCH BOSS (3,2 mm) IN TO ENSURE 1 -3/8" (34, 9 mm) 1 /2" (12,7 mm) ENGAGEMENT 011 1 WITH SPRINKLER 1 -1 /8" (28,6 mm) 1 /4" (6,4 mm) WRENCHING AREA FIGURE 4 FIGURE 2 Wm TYPE 7 RECESSED STYLE 20 RECESSED ESCUTCHEON SPRINKLER WRENCH FOR USE WITH THE SERIES LFII (TY1334) RESIDENTIAL HORIZONTAL SIDEWALL SPRINKLER E TFP410 Page 3 of 8 AM width of the coverage area ( Ref. Table Mounting Plate over the sprinkler mss®'gn A) being hydraulically calculated (e . g . , threads and with pipe thread sealant • . maximum 12 feet for a 12 ft. x 12 its applied to the pipe threads , hand riter®a coverage area , or 16 feet for a 16 ft . x tighten the sprinkler into the sprinkler 20 ft . coverage area ) . fitting . The Series LFII (TY1334) Residential Ste C . Tighten the sprinkler into the Horizontal Sidewall Sprinklers are UL ® sprinkler C . fitting using only the W-Type and C- UL Listed for installation in ac Installation 7 Recessed Sprinkler Wrench Ref. cordance with the following criteria . Figure 4 With pet kler r c The Series LFII (TY1334) must be in g ) • Figure 1 , NOTE stalled in accordance with the follow- the W-Type 7 Recessed Sprinkler When conditions exist that are outside ing instructions : Wrench is to be applied to the sprinkler the scope of the provided criteria, refer NOTES wrench flats . to the Residential Sprinkler Design Do not install any bulb type sprinkler if Step C. After the wall has been in - Guide TFP490 for the manufacturer's the bulb is cracked or there is a loss of stalled or the finish coat has been ap - recommendations that may be accept- liquid from the bulb. With the sprinkler plied , slide on the Style 20 Closure able to the local Authority Having Ju- held horizontally, a small air bubble over the Series LFII Sprinkler and risdiction. should be present. The diameter of the push the Closure over the Mounting System Type . Only wet pipe systems air bubble is approximately 1/16 inch Plate until its flange comes in contact ( 1, 6 mm) . may be utilized . with the wall . A leak tight 112 inch NPT sprinkler joint Hydraulic Design . The minimum re- should be obtained with a torque of 7 quired sprinkler flow rate for systems to 14 ft. lbs. (9, 5 to 19, 0 Nm). A maxi- Care and designed to NFPA 13D or NFPA 13R mum of 21 ft. lbs. (28, 5 Nm) of torque ■ � are given in Table A , B , C, and D as a is to be used to install sprinklers. Maintenance function of temperature rating and the Higher levels of torque may distort the maximum allowable coverage areas . The Series LFII (TY1334) must be The sprinkler flow rate is the minimum sprinkler inlet with consequent leak maintained and serviced in accord- required discharge from each of the age or impairment of the sprinkler. ance with the following instructions : total number of "design sprinklers" as Do not attempt to compensate for in- specified in NFPA 13D or NFPA 13R . sufficient adjustment in an Escutcheon NOTES For systems designed to NFPA 13 , the Plate by under- or over-tightening the Absence of an Escutcheon Plate may number of design sprinklers is 3 , be Sprinkler. Readjust the position of the delay the sprinkler operation in a fire sp the four most hydraulically demanding rinkler fitting to suit. situation. sprinklers . The minimum required dis- The Series LFII Horizontal Sidewall Before closing a fire protection system charge from each of the four sprinklers Sprinklers must be installed in ac- main control valve for maintenance is to be the greater of the following : cordance with the following instruc- work on the fire protection system • The flow rates given in Tables A, B , tions, which it controls, permission to shut down the affected fire protection C , and D for NFPA 13D and 13R as Step 1 . Horizontal sidewall sprinklers a function of temperature rating and are to be installed in the horizontal tem must be obtained from the proper authorities and all personnel who may the maximum allowable coverage position with their centerline of water- be affected by this action must be no- area . way perpendicular to the back wall and parallel to the ceiling . The word "TOP" tified. • A minimum discharge of 0 . 1 gpm/sq . on the Deflector is to face towards the Sprinklers which are found to be leak- ft , over the "design area" comprised ceiling with the front edge of the De- Ing or exhibiting visible signs of corro- of the four most hydraulically de- flector parallel to the ceiling . sion must be replaced . manding sprinklers for the actual coverage areas being protected by Step 2. With pipe thread sealant ap - Automatic sprinklers must never be the four sprinklers . plied to the pipe threads , hand tighten painted , plated , coated , or otherwise Obstruction To Water Distribution . the sprinkler into the sprinkler fitting , altered after leaving the factory. Modi- Locations of sprinklers are to be in Step 3. Tighten the sprinkler into the fled sprinklers must be replaced . accordance with the obstruction rules sprinkler fitting using only the W-Type Sprinklers that have been exposed to 6 Sprinkler Wrench Ref. Figure 3 corrosive products of combustion , but of NFPA 13 for residential sprinklers . P � ( g ) ' have not operated , should be replaced Operational Sensitivity. The sprin- With reference to Figure 1 , the W-Type if they cannot be completely cleaned klers are to be installed with an end -of- 6 Sprinkler Wrench is to be applied to by wiping the sprinkler with a cloth or deflector- boss to wall distance of 1 _ the wrench flats , by brushing it with a soft bristle brush . 3/8 to 6 inches or in the recessed po- The Series LFII Recessed Horizontal Care must be exercised to avoid dam- sition using only the Style 20 Re- Sidewall Sprinklers must be installed age to the sprinklers - before , during , cessed Escutcheon as shown in in accordance with the following in- and after installation . Sprinklers dam- Figure 2 . structions . aged by dropping , striking , wrench In addition the top- of-deflector-to - ceik Step A. Recessed horizontal sidewall twist/slippage , or the like, must be re- Ing distance is to be within the range sprinklers are to be installed in the placed . Also, replace any sprinkler that ( Ref. Table A , B, C , or D) being hydrau - horizontal position with their centerline has a cracked bulb or that has lost lically calculated . of waterway perpendicular to the back liquid from its bulb. ( Ref. Installation Sprinkler Spacing . The minimum wall and parallel to the ceiling . The Section ) . word "TOP" on the Deflector is to face spacing between sprinklers is 8 feetThe owner is responsible for the in- (2 , 4 m ) . The maximum spacing be - towards the ceiling , spection , testing , and maintenance of tween sprinklers cannot exceed the Step B. After installing the Style 20 their fire protection system and de- (Continued on Page 8) Page 4 of 8 TFP410 ELEVATION Maximum Maximum Coverage Spacing Minimum Flow (c) and Residual Pressure Area (e) Ft. Width x Length (b) (m) Top-Of-Deflector= To- Ceiling : Top-Of-Deflector= To- Ceiling: Ft. x Ft. 4 to 6 Inches (100 to 150 mm) 6 to 12 Inches (100 to 150 mm) (m x m) 155°F/680C 175OF179° C 155017/680C 175017/790C 12 x 12 12 12 GPM (45,4 LPM) 12 GPM (45,4 LPM) 13 GPM (49,2 LPM) 13 GPM (49 ,2 LPM) (3,7 x 3,7) (307) 8.2 psi (0,57 bar) 8.2 psi (0,57 bar) 9.6 psi (0,66 bar) 9.6 psi (0,66 bar) 14 x 14 14 14 GPM (53,0 LPM) 16 GPM (60,6 LPM) 17 GPM (64,3 LPM) 18 GPM (68, 1 LPM) (4,3 x 4,3) (4,3) 11 . 1 psi (0,77 bar) 14 .5 psi (1 ,00 bar) 16 .4 psi (1 , 13 bar) 18.4 psi (1 ,27 bar) 16 x 16 16 16 GPM (60,6 LPM) 16 GPM (60,6 LPM) 18 GPM (68, 1 LPM) 18 GPM (68, 1 LPM) (4,9 x 4,9) (499) 14.5 psi (1 ,00 bar) 14.5 psi (1 ,00 bar) 18.4 psi (1 ,27 bar) 18.4 psi (1 ,27 bar) 16 x 18 16 19 GPM (7119 LPM) 19 GPM (71 ,9 LPM) 21 GPM (79,5 LPM ) 21 GPM (79,5 LPM) (4,9 x 5,5) (4 ,9) 20.5 psi (1 ,41 bar) 20.5 psi (1 ,41 bar) 25.0 psi (1 , 72 bar) 25.0 psi (1 ,72 bar) 16 x 20 16 23 GPM (87, 1 LPM) 23 GPM (87, 1 LPM) 26 GPM (98,4 LPM) 26 GPM (98,4 LPM) (4 ,9 x 6, 1 ) (4,9) 30.0 psi (2 , 07 bar) 30.0 psi (2,07 bar) 38.3 psi (2,64 bar) 38.3 psi (2,64 bar) (a) For coverage area dimensions less than or between those indicated , it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated . (b) Width (backwall where sprinkler is located) x Length (horizontal throw of sprinkler) . (c) Requirement is based on minimum flow in GPM (LPM ) from each sprinkler. The associated residual pressures are calculated using the nominal 1< factor. Refer to Hydraulic Design Criteria Section for details. (d ) Sidewall sprinklers, where installed under a ceiling with a slope greater than 0 inch rise for a 12 inch run to a slope up to 2 inch rise for 12 inch run , must be located per one of the following: • Locate the sprinklers at the high point of the slope and positioned to discharge down the slope. • Locate the sprinklers along the slope and positioned to discharge across the slope. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY1334) RESIDENTIAL HORIZONTAL S/DEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS FOR HORIZONTAL CEILING (Maximum 2 Inch Rise for 12 Inch Run) TFP410 Page 5 of 8 12 8 " MAXIMUM 4 else* *4:6600 0 ELEVATION Minimum Flow (c) and Residual Pressure (I) Two sprinkler design with the sprinklers at the high point of the slope and positioned to discharge down the slope. Maximum Maximum Coverage Spacing Area (e) Ft. Width x Length (b) (m) Ft. x Ft. Top-Of-Deflector- To- Ceiling: Top-Of-Deflector- To- Ceiling : (m x m) 4 to 6 Inches (100 to 150 mm) 6 to 12 Inches (150 to 300 mm) 155°F/680C 175°F1790C 155°F/680C 175°F/790C 12 x 12 12 I 12 GPM (45,4 LPM) I 12 GPM (45,4 LPM) I 13 GPM (49,2 LPM) I 13 GPM (49,2 LPM ) (3,7 x 3 ,7) (397) 8 .2 psi (0,57 bar) 8 .2 psi (0, 57 bar) 9. 6 psi (0, 66 bar) 9.6 psi (0,66 bar) 14 x 14 14 I 14 GPM (53,0 LPM) I 14 GPM (53,0 LPM) I 17 GPM (64.3 LPM) I 17 GPM (64.3 LPM) (4,3 x 4,3) (413) 11 . 1 psi (0,77 bar) 11 . 1 psi (0,77 bar) 16 .4 psi (1 , 13 bar) 16 .4 psi (1 , 13 bar) 16 x 16 16 I 16 GPM (60,6 LPM) I 16 GPM (60,6 LPM) I 18 GPM (68, 1 LPM) I 18 GPM (68, 1 LPM) (4,9 x 4,9) (419) 1 14.5 psi (1 ,00 bar) 14.5 psi (1 ,00 bar) 18 .4 psi (1 ,27 bar) 18 .4 psi (1 ,27 bar) 16 x 18 i6I 19 GPM (71 ,9 LPM) I 19 GPM (71 ,9 LPM) I 21 GPM (79,5 LPM) I 21 GPM (79,5 LPM) (4, 9 x 5,5) (4 ,9) 20.5 psi (1 ,41 bar) 20.5 psi (1 ,41 bar) 25.0 psi (1 ,72 bar) 25 .0 psi (1 ,72 bar) 16 x 20 16 I 24 GPM (90,8 LPM) I 24 GPM (90,8 LPM) I 26 GPM (98 ,4 LPM) I 26 GPM (98,4 LPM ) (4 ,9 x 6, 1 ) (4,9) 32.7 psi (2,25 bar) 32 .7 psi (2,25 bar) 38.3 psi (2, 64 bar) 38.3 psi (2,64 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Width (backwall where sprinkler is located ) x Length (horizontal throw of sprinkler) . (c) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. . TABLE B NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY1334) RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS FOR SPRINKLERS AT THE HIGH POINT OF THE SLOPE AND DISCHARGING DOWN THE SLOPE (Greater Than 2 Inch Rise for 12 Inch Run Up To 8 Inch Rise for 12 Inch Run) r Page 6 of S 'TFP410 GO 12 • 4 " MAXIMUM OF st af so OF aft ELEVATION Minimum Flow (°) and Residual Pressure (II) Two sprinkler design with the sprinklers located along the slope and positioned to discharge across the slope. Maximum Maximum (III) Three sprinkler design when there are more than two sprinklers in a compartment and Coverage Spacing with the sprinklers located along the slope. and positioned to discharge across the slope. Area (e) Ft. Width x Length N (m) Ft. x Ft. Top-Of-Deflector- To- Ceiling: Top-Of-Deflector- To- Ceiling: (m x m) 4 to 6 Inches (100 to 150 mm) 6 to 12 Inches (100 to 300 mm) 1550F/680C 1750F/790C 155° F/680C 1750F/79°C 12 x 12 12 II 16 GPM (60,6 LPM) II 16 GPM (60,6 LPM) II 18 GPM (68, 1 LPM) II 18 GPM (68, 1 LPM) (3 ,7 x 3,7) (397) 14 .5 psi ( 1 ,00 bar) 14.5 psi ( 1 ,00 bar) 18.4 psi (1 ,27 bar) 18.4 psi (1 ,27 bar) 14 x 14 14 11 16 GPM (60,6 LPM) II 16 GPM (60,6 LPM) 11 18 GPM (68, 1 LPM) II 18 GPM (68, 1 LPM) (4,3 x 4,3) (413) 14.5 psi (1 ,00 bar) 14.5 psi (1 , 00 bar) 18.4 psi (1 ,27 bar) 18 .4 psi (1 ,27 bar) 16 x 16 16 II 16 GPM (60,6 LPM) II 16 GPM (60, 6 LPM) II 18 GPM (68, 1 LPM) 11 18 GPM (68, 1 LPM) (4,9 x 4,9) (499) 14.5 psi (1 ,00 bar) 14.5 psi (1 ,00 bar) 18.4 psi (1 ,27 bar) 18 .4 psi (1 ,27 bar) 16 x 18 16 If 22 GPM (83,3 LPM) If 22 GPM (83 , 3 LPM) II 22 GPM (83 ,3 LPM) If 22 GPM (83,3 LPM ) (4,9 x 5 ,5) jt9) 27.4 psi (1 ,89 bar) 27.4 psi (1 ,89 bar) 27.4 psi (1 , 89 bar) 27.4 psi (1 ,89 bar) 16 x 20 6 III 23 GPM (87, 1 LPM) III 23 GPM (87, 1 LPM) III 26 GPM (98 ,4 LPM) III 26 GPM (98,4 LPM) (4,9 x 6, 1 ) 9) 30.0 psi (2,07 bar) 30.0 psi (2,07 bar) 38.3 psi (2, 64 bar) 1 1 38.3 psi (2, 64 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Width (backwall where sprinkler is located ) x Length (horizontal throw of sprinkler) . (c) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. . TABLE C NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY1334) RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS FOR SPRINKLERS LOCATED ALONG A SLOPE AND DISCHARGING ACROSS THE SLOPE (Greater Than 2 Inch Rise for 12 Inch Run Up To 4 Inch Rise for 12 Inch Run) 1 TFP410 Page 7 of 8 12bob 606*1*e040 " 9 0:1040 8 " MAXIMUM 9*4 of Ow 49 ELEVATION Minimum Flow (c) and Residual Pressure (III) Three sprinkler design when there are more than two sprinklers in a compartment and with the sprinklers located along the siope.and positioned to discharge across the slope. Maximum Maximum Coverage Spacing Area (e) Ft. Width x Length (b) (m) Ft. x Ft. Top-Of-Deflector- To- Ceiling : (m x m) 4 to 6 Inches (100 to 150 mm) 1550F/68°C 175°F/790C 12 x 12 12 III 16 GPM (60,6 LPM) III 16 GPM (60,6 LPM) (3,7 x 3,7) (3,7) 14.5 psi (1 ,00 bar) 14.5 psi (1 ,00 bar) 14 x 14 14 III 16 GPM (60,6 LPM) III 16 GPM (60,6 LPM) (4,3 x 4 ,3) (413) 14 .5 psi (1 ,00 bar) 14.5 psi (1 ,00 bar) 16 x 16 16 III 16 GPM (60,6 LPM) III 16 GPM (60,6 LPM) (4,9 x 4,9) (499) 14.5 psi (1 ,00 bar) 14.5 psi (1 ,00 bar) 16 x 18 16 N/A N/A (4,9 x 5,5) (499) 16 x 20 16 N/A N/A (4 ,9 x 6 , 1 ) (419) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Width (backwall where sprinkler is located) x Length (horizontal throw of sprinkler) . (c) Requirement is based on minimum flow in GPM (LPM ) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. . TABLE D NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY1334) RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS FOR SPRINKLERS LOCATED ALONG A SLOPE AND DISCHARGING ACROSS THE SLOPE (Greater Than 4 Inch Rise for 12 Inch Run Up To 8 Inch Rise for 12 Inch Run) Page 8 of 8 TFP410 vices in compliance with this docu - • ment , as well as with the applicable Limited Ordering standards of the National Fire Protec- tion Association (e . g . , NFPA 25 ) , in Warranlry Procedure addition to the standards of any other authorities having jurisdiction . The in- Products manufactured by Tyco Fire When placing an order, indicate the full stalling contractor or sprinkler manu - Products are warranted solely to the product name . Contact your local dis - facturer should be contacted relative to original Buyer for ten ( 10 ) years tributor for availability. . any questions . against defects in material and work Sprinkler Assembly : manship when paid for and properly NOTE . _ installed and maintained under normal Series LFII (TY1334) , K=4 .2 , Residen - The owner must assure that the sprin- use and service . This warranty will ex- tial Horizontal Sidewall Sprinkler with klers are not used for hanging of any pire ten ( 10) years from date of ship- ( specify ) temperature rating and objects and that the sprinklers are only ment by Tyco Fire Products . No war- (specify) finish , P/N (specify) . cleaned by means of gently dusting ranty is given for products or with a feather duster; otherwise, non- components manufactured by compa- 1550F/680c or operation in the event of a fire or inad- nies not affiliated by ownership with Chrome Plated . . . . . . . . . PIN 51 -211 -9-155 Tyco Fire Products or for products and 155° hire P vertent operation may result. y p White Polyester . . . . . . . . . P/N 51 -211 -4-155 that automatic components which have been subject 1550F/680C It is recommended sprinkler systems that inspected , to misuse , improper installation , corro- 175017/790C rl Brass . ,ass . . . . . . . . . . . P/N 51 -211 - 1 - 155 tested , and maintained by a qualified slon , or which have not been installed , Chrome Plated . . . . . . . . . P/N 51 -211 -9-175 maintained , modified or repaired in ac- 175°F/790C Inspection Service, cordance with applicable Standards of White Polyester , . . . . . . . . P/N 51 -2114-175 the National Fire Protection Associa- 175°Fn90C tion , and/or the standards of any other Natural Brass . . . . . . . . . . . P/N 51 -211 - 1 -175 Authorities Having Jurisdiction , Mate Recessed Escutcheon : rials found by Tyco Fire Products to be defective shall be either repaired or Specify : Style 20 Recessed Escutch - replaced , at Tyco Fire Products ' sole eon with ( specify) finish , P/N (specify) . option . Tyco Fire Products neither as- sumes, nor authorizes any person to 1 /2" (15 mm) assume for it, any other obligation in Style 20 connection with the sale of products or Chrome Plated . . . . . . . . . P/N 56-705-9-010 parts of products . Tyco Fire Products 1 /2 Style 20 ) shall not be responsible for sprinkler White Color system design errors or inaccurate or Coated . . . , , , , , , , , . , P/N56-705-4-010 incomplete information supplied by 1 /2" (15 mm) Buyer or Buyer's representatives. Style Bright Brass IN NO EVENT SHALL TYCO FIRE Coated . . . . . . . . . . . . . . . . P/N56-705-2-010 PRODUCTS BE LIABLE , IN CON- TRACT, TORT, STRICT LIABILITY OR Sprinkler Wrench : UNDER ANY OTHER LEGAL THE- Specify : W-Type 6 Sprinkler Wrench , ORY, FOR INCIDENTAL , INDIRECT, P/N 56-000-6-387 . SPECIAL OR CONSEQUENTIAL Specify : W-Type 7 Sprinkler Wrench , DAMAGES , INCLUDING BUT NOT P/N 56-8504-001 , LIMITED TO LABOR CHARGES , RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES , AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' Lk ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE , THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE• t TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Fire & Building Products EENTRAL Customer Service/Sales : Technical Services : Tel : (800) 381 -9312 / Fax : (800) 791 -5500 Tel : (215) 362-0700 / (800) 523-6512 Fax: (215) 362-5385 Series TY-FRB — 2. 8, 4. 2, 5. 6, and 8. 0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage mospheres. Although corrosion resis- General tant coated sprinklers have passed the - - standard corrosion tests of the applk - =- Description cable approval agencies, the testing is A ' not representative of all possible cor- The Series TY- FRB , 2. 8 , 4. 2, 5 . 6 , and rosive atmospheres . Consequently, it 8 . 0 1<-factor, Upright and Pendent is recommended that the end user be Sprinklers described in this data sheet consulted with respect to the suitability y are quick response - standard cover- of these coatings for any given corro- age, decorative 3 mm glass bulb type sive environment . The effects of ambi- spray sprinklers designed for use in ent temperature , concentration of -" light or ordinary hazard , commercial chemicals , and gas/chemical velocity, occupancies such as banks, hotels, should be considered , as a minimum , - -" shopping malls , etc. along with the corrosive nature of the The recessed version of the Series chemical to which the sprinklers will be TY- FRB Pendent Sprinkler, where ap- exposed . plicable , is intended for use in areas An intermediate level versions of the with a finished ceiling . It uses either a Series TY- FRB Pendent Sprinklers are two-piece Style 10 ( 1 /2 inch NPT) or detailed in Technical Data Sheet Style 40 (3/4 inch NPT) Recessed Es- TFP356 , and Sprinkler Guards are de- , cutcheon with 1 /2 inch ( 12 ,7 mm) of tailed in Technical Data SheetTFP780 3 recessed adjustment or up to 3/4 inch ( 19 , 1 mm) of total adjustment from the WARNINGS flush pendent position , or a two-piece The Series TY-FRB Sprinklers de- Style 20 ( 1 /2 inch NPT) or Style 30 (3/4 scribed herein must be installed and inch NPT) Recessed Escutcheon with maintained in compliance with this 3xZoe 1 /4 inch (6 ,4 mm) of recessed adjust- document as well as with the applica - ment or up to 1 /2 inch ( 12 , 7 mm) of ble standards of the National Fire Pro- TY3231 - Pendent 5 .6K, 1 /2" NPT - total adjustment from the flush pen- tection Association, in addition to the TY4131 Uprightn 80K, 3/4" NPT dent position . The adjustment provided standards of any other authorities hav- . by the Recessed Escutcheon reduces ing jurisdiction. Failure to do so may TY4231 - Pendent 8. 0K, 3/4„ NPT the accuracy to which the fixed pipe impair the performance of these den drops to the sprinklers must be cut . vices. Technical Corrosion resistant coatings , where The owner is responsible for maintain- Data applicable, are utilized to extend the ing their fire protection system and de- life of copper alloy sprinklers beyond vices in proper operating condition. that which would otherwise be ob- The installing contractor or sprinkler Approvals tained when exposed to corrosive at- manufacturer should be contacted UL and C- UL Listed , with any questions. FM , LPCB, and NYC Approved . (Refer to Table A for complete approval IMPORTANT information including corrosion resis- A /ways refer to Technical Datatant status . ) Sheet TFP700 for the "INSTALLER Mode►/Sprinkler Maximum Working Pressure WARNING” that provides cautions =V 175 psi ( 12 , 1 bar) with respect to handling and instal- Identification lation of sprinkler systems and com- Discharge Coefficient ponents. Improper handling and in - Numbers K = 2. 8 GPM/psi1 /2 (40, 3 LPM/bare /2) stallation can permanently damage K = 4 . 2 GPM/psis /2 (60, 5 LPM/bars /2) a sprinkler system or its compo- TY1131 - Upright 2 .8K, 1 /2" NPT K = 5 . 6 GPM/psis /2 (80, 6 LPM/barl /2) nents and cause the sprinkler to fail TY1231 - Pendent 2. 8K, 1 /2" NPT K = 8. 0 GPM/psi1 /2 ( 115 , 2 LPM/bars /2) to operate in a fire situation or cause TY2131 - Upright 4.21K, 1 /2 " NPT Temperature Ratings it to operate prematurely. TY2231 - Pendent 4.21K, 1 /2 " NPT Refer to Table A and B TY3131 - Upright 5. 6K, 1 /2 " NPT Page 1 of 8 JULY, 2004 TFP171 Page 2 of 8 TFP171 ESCUTCHEON 7/16" ( 1111 mm) STYLE 10 or 20 PLATE SEATING ** NOMINAL RECESSED SURFACE NPE NPT DEFLECTOR ESCUTCHEON DEFLCTOR 5 7/16" 5 2-1 /4" (11 , 1 mm) 4 (57,2 mm) NOMINAL MAKE-IN 2 1 9/16" 2-3/1661 (39 ,7 mm) WRENCH 3 FLATS (55 , 6 mm) 1 7 SSP DEFLECTOR * 2-7/8" (73,o mm) DIA. ---I 1 /211NPT ** PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression 7 - Bushing orifice seat on frame. Screw ** Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY1131) AND PENDENT (TY1231) SPRINKLERS 2. 8 K-FACTOR, 112 INCH NPT ESCUTCHEON 7/16" (11 $ 1 mm) STYLE 10 or 20 PLATE SEATING ** NOMINAL RECESSED SURFACE NPT MAKEAN ESCUTCHEON SSU DEFLECTOR i 6* 2-3/16" —� 7/16" 5 (55,6 mm) (11 , 1 NAL NOMINAL 4 MAKE-IN (38, 1 /mm) 2-3/16" 2 WRENCH (55,6 mm) FLATS 3 1 SSP DEFLECTOR * 2-7/8" (73,0 mm) DIA. 1 /2" NPT ** PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw ** Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K-FACTOR, 112 INCH NPT Finishes Bulb . . . . 0 . . . . . W 0 a . Glass Sprinkler : Refer to Table A and B Compression Screw Bronze Operation Recessed Escutcheon : White Coated , Deflector . . Copper/Bronze Chrome Plated , or Brass Plated Bushing ( K=2. 8) Bronze The glass Bulb contains a fluid which 2 expands when exposed to heat . When 2 Physical Characteristics the rated temperature is reached , the Frame . . . . . . . . Bronze fluid expands sufficiently to shatter the ¢ Button . . . Brass/Copper glass Bulb, allowing the sprinkler to C activate and water to flow. a Sealing Assembly . . . . . . . . . . o Beryllium Nickel w/Teflont } TFP171 Page 3 of 8 ESCUTCHEON 7/16" ( 11 , 1 mm) STYLE 10 or 20 PLATE SEATING * * NOMINAL RECESSED SURFACE 1 /2 NPT -IN ESCUTCHEON SSU DEFLECTOR 6* 2-3/16" iS 7/1661 m5 (55,6 mm) (11 , 1 mm) NOMINAL 4 MAKE-IN (38, 1 /mm) 2-3116" 2 WRENCH (55,6 mm) / 3 FLATS 1 SSP DEFLECTOR * !— 2-7/8" (73,0 mm) DIA. �I 1 /2" NPT * * PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw ** Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY3131) AND PENDENT (TY3231) SPRINKLERS 5. 6 K-FACTOR, 112 INCH NPT ESCUTCHEON 1 /2" ( 12,7 mm) STYLE 30 or 40 PLATE SEATING ** NOMINAL RECESSED SURFACE 3/4 MAKE-IN ESCUTCHEON SSU NPT DEFLECTOR 2-5/1611 1 /2" 5 . 58,7 mm) ( 12,7 mm) ( NOMINAL 4 MAKE-IN 1 -9/16" 2-1 /4" 2 (39,7 mm) WRENCHFLATS (57,2 mm) 3 r M1 SSP DEFLECTOR * 2-7/8" (73,0 mm) DIA. - 3/4" NPT ** PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw ** Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4131) AND PENDENT (TY4231) SPRINKLERS 8. 0 K-FACTOR, 3/4 INCH NPT Listing is based on the requirements of Design NFPA 13 , and FM Approval is based Installation on the requirements of FM 's Loss Pre- Criteria vention Data Sheets ) . Only the Style The Series TY FRB Sprinklers must be 10 , 20 , 30, or 40 Recessed Escutch - installed in accordance with the follow- The Series TY- FRB Pendent and Up- eon , as applicable , is to be used for ing instructions : right Sprinklers are intended for fire recessed pendent installations . protection systems designed in ac- NOTES cordance with the standard installation Do not install any bulb type sprinkler if rules recognized by the applicable the bulb is cracked or there is a loss of Listing or Approval agency (e . g . , UL liquid from the bulb. With the sprinkler Page 4 of 8 TFP171 SPRINKLER FINISH (See Note 7) inch NPT sprinkler joint should be ob- K TYPE TEMP. BULB NATURAL CHROME WHITE*** tained with a torque of 10 to 20 ft. lbs.( 13, 4 to 26, 8 Nm). A maximum of 30 LIQUID BRASS PLATED POLYESTER ft. lbs. (40, 7 Nm) of torque is to be used 135° F/57°C Orange to install sprinklers with 314 NPT con- PENDENT nections . Higher levels of torque may 155°F/68°C Red distort the sprinkler inlet and cause (TY1231 ) 192, 315 leakage or impairment of the sprinkler. and 175°F1790C Yellow UPRIGHT Do not attempt to make -up for insuffi- 200°F/93°C Green cient adjustment in the escutcheon (TY1131 ) 2 .8 286° F/1410C Blue plate by under- or over-tightening the 1 /2" sprinkler. Readjust the position of the NPT 1350F/570C Orange sprinkler fitting to suit. RECESSED 155° F/680C Red PENDENT The Series TY- FRB Pendent and Up- (TY1231 )* 175017/790C Yellow right Sprinklers must be installed in accordance with the following instruc- Figuretions.5 F2OOOF/930C Green 11 2w 5tions. 135°F/570C Orange Step 1 . Pendent sprinklers are to be RECESSED 155°F/680C Red installed in the pendent position , and PENDENT upright sprinklers are to be installed in (TY1231 )** 175°F/790C Yellow the upright position . Figure 6 200017/930C Green Step 2. With pipe thread sealant ap- 135° F/57°C Orange plied to the pipe threads, hand tighten PENDENTthe sprinkler into the sprinkler fitting . 1550F/680C Red (TY2231 ) Step 3. Tighten the sprinkler into the and 175017/790C Yellow sprinkler fitting using only the W-Type UPRIGHT 200017/93°C Green 6 Sprinkler Wrench ( Ref. Figure 13) . 42 (TY2131 ) With reference to Figures 1 , 2, 3 , and 286017/141 OC Blue 1 2 4, the W-Type 6 Sprinkler Wrench is to 1 /2° be applied to the sprinkler wrench NPT 135°F/570C Orange RECESSED flats . PENDENT 155°F/68°C Red (TY2231 )* 175° F/79°C Yellow The Series TY-FRB Recessed Perim Figure 7 200° F/930C Green dent Sprinklers must be installed in accordance with the following instruc- 135°F/57°C Orange tions . RECESSED 155° F/68°C Red Step A. After installing the Style 10 . PENDENT 20 , 30 , or 40 Mounting Plate, as appik (TY2231 )** 175° F/79°C Yellow cable, over the sprinkler threads and Figure s 200017/930C Green with pipe thread sealant applied to the pipe threads, hand tighten the sprin- NOTES: kler into the sprinkler fitting. 1 . Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. Step B . Tighten the sprinkler into the 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Response Sprinklers. sprinkler fitting using only the W-Type 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprin 7 Recessed Sprinkler Wrench ( Ref.Fi Figure 14 With reference to Figure 1 , klers. 9 ) • g 5. Approved by the City of New York under MEA 354-01 -E. 21 3 , and 4, the W-Type 7 Recessed 7 . Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the Sprin- Sprinkler Wrench is to be applied to klers are UL and C-UL Listed as Corrosion Resistant Sprinklers , the sprinkler Wrench flats . * Installed with Style 10 (1 /2" NPT) or Style 40 (3/4" NPT) 3/4 " Total Adjustment Step C . After the ceiling has been in - ** Recessed Escutcheon, as applicable, stalled or the finish coat has been ap- Installed with Style 20 (1 /2" NPT) or Style 30 (3/4" NPT) 1 /2" Total Adjustment Iced , slide on the St Recessed Escutcheon , as applicable. p le 10 , 20 , 30 , or y *** Frame and Deflector only. Listings and approvals apply to color (Special Order) . 40 Closure over the Series TY FRB N/A: Not Available Sprinkler and push the Closure over TABLEA the Mounting Plate until its flange comes in contact with the ceiling . LABORATORY LISTINGS AND APPROVALS 2. 8 AND 4.2 K-FACTOR SPRINKLERS held horizontally, a small air bubble A leak tight 112 inch NPT sprinkler joint should be present. The diameter of the should be obtained with a torque of 7 air bubble is approximately 1116 inch to 14 ft. lbs. (9, 5 to 19, 0 Nm). A maxi- (1, 6 mm) for the 135°F1570C to 3132 mum of 21 ft. lbs. (28,5 Nm) of torque inch (2, 4 mm) for the 286°F/141 °C may be used to install sprinklers with temperature ratings. 112 NPT connections. A leak tight 314 TFP171 Page 5 of 8 SPRINKLER FINISH (See Note 8) K TYPE TEMP. BULB NATURAL CHROME WHITE*** LEAD LIQUID BRASS PLATED POLYESTER COATED 135°F/570C Orange PENDENT 1550F/680C Red (TY3231 ) 1 , 213, 49 51617 112, 315 and 175017/790C Yellow UPRIGHT 200017/930C Green 5.6 (TY3131 ) 286° F/1410C Blue 1 /2" NPT 135° F/570C Orange RECESSED 155017/680C Red PENDENT 11 2, 415 N/A (TY3231 )* 1750F/79°C Yellow Figure 9 200° F/930C Green 135° F/570C Orange RECESSED 155° F/68°C Red PENDENT 11 213Y 415 112 , 415 N/A (TY3231 )** 175017/790C Yellow Figure 10 200°F/930C Green 135017/570C Orange PENDENT 155° F/68°C Red (TY4231 ) 112, 5 and 175017/790C Yellow 1 , 213, 4, 5, 617 UPRIGHT 200° F/930C Green 8.0 (TY4131 ) 286017/1410C Blue 3/4" NPT 135°F/570C Green RECESSED 155017/680C Orange PENDENT 1 , 214, 5 N/A (TY4231 )* 175°F/790C Red Figure 11 200°F/930C Yellow 135°F/570C Orange RECESSED 155°F/680C Red PENDENT 1121314, 5 N/A (TY4231 )** 1750F/79°C Yellow Figure 12 200° F/930C Green NOTES: 1 . Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. 2 . Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers, 4. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/04) as Quick Response Sprinklers; however, the LPCB does not rate the thermal sensitivity of recessed sprinklers. 5. Approved by the City of New York under MEA 354-01 -E . 6. VdS Approved (For details contact Tyco Fire & Building Products, Enschede, Netherlands, Tel. 31 -5342&4444/Fax 31 -53-428-3377). 7. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. 8. Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed , the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved , the sprinklers are FM Approved as a Corrosion Resistant Sprinklers. * Installed with Style 10 (1 /2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon , as applicable. '* Installed with Style 20 (1 /2" NPT) or Style 30 (3/4" NPT) 1 /2" Total Adjustment Recessed Escutcheon, as applicable. '* * Frame and Deflector only. Listings and approvals apply to color (Special Order) . N/A: Not Available TABLE B LABORATORY LISTINGS AND APPROVALS 5. 6 AND 8. 0 K-FACTOR SPRINKLERS Page 6 of 8 TFP171 2-7/8" DIA, 2-7/8" DIA. 5/811 /4" (7310 mm) 3/4" (19$ 1 mm) (73,0 mm) (15,916,4 mm) 1 /4" (6,4 mm) 12171312 mm 1 /2" (12,7 mm) 2-1 /4" DIA. � ( ) 2-1 /4" DIA. y 1 /4" (6 ,4 mm) FACE OF (57,2 mm) I MOUNTING FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1 !8" (3,2 mm) (3,2 mm) MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 1 -5/16" (33,3 mm) CLOSURE SERIES 1 -5/16" (33,3 mm) TY-FRB 13/16" (20,6 mm) TY-FRB 1 -1 /16" (27,0 mm) FIGURE 5 FIGURE 6 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT 2.8 K-FACTOR, 1/2 INCH NPT 2-7/8" DIA, 2-7/8" DIA. 5/811 /4" (73,0 mm) 3/4" (1991 mm) (73,0 mm) (15,9±6,4 mm) 1 /4" 6,4 mm) (12171312 mm) 1 !2" ((6,4 m ) 2-1/4" DIA. ( 2-1 /4" DIA. 1 /4" (6,4 mm) FACE OF (57,2 mm) MOUNTING FACE OF (57,2 mm) ~1 SPRINKLER PLATE SPRINKLER MOUNTING PLATE FITTING FITTING 1/8" ( 1 !8" (3,2 mm) (3,2 mm) MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 1 -1 /4" (3-1 mm) CLOSURE SERIES 1 -1/4" (31 ,8 mm) TY-FRB 3/4" (19,1 mm) TY-FRB 1 ' (25,4 mm) FIGURE 7 FIGURE 8 SERIES TY"FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT 4.2 K-FACTOR, 112 INCH NPT used to cover a clearance hole, may and after installation . Sprinklers dam- Care and ' delay the time to sprinkler operation in aged by dropping , striking , wrench a fire situation. twistfslippage, or the like, must be re- Maintenance Sprinklers that are found to be leaking has a crackedplaced bulb any sprinkler hat has that lost The Series TY- FRB Sprinklers must be or exhibiting visible signs of corrosion liquid from its bulb. ( Ref. Installation maintained and serviced in accord- must be replaced . Section ) . ance with the following instructions : Automatic sprinklers must never be Frequent visual inspections are rec- NOTES painted , plated , coated or otherwise ommended to be initially performed for altered after leaving the factory.replaced . corrosion resistant coated sprinklers , Before closing a fire protection system fied sprinklers must be replaced . after the installation has been aom� main control valve for maintenance Sprinklers that have been exposed to feted , a installation the n h nt of the omr work on the fire protection system that corrosive products of combustion , but pverify integrity it controls, permission to shutdown the have not operated , should be replaced rosion resistant coating . Thereafter, affected fire protection system must be if they cannot be completely cleaned annual inspections per NFPA 25 obtained from the proper authorities by wiping the sprinkler with a cloth or should suffice ; however, instead of in - and all personnel wh maybe affected by brushing it with a soft bristle brush . specting from the floor level , a random by this action must be notified, sampling of close-up visual inspec- Care must be exercised to avoid dam- tions should be made, so as to better Absence of an escutcheon, which is age to the sprinklers - before , during , determine the exact sprinkler condk TFP171 Page 7 of 8 2-7/8" DIA, 2-7/8" DIA. 5/8:1 /4" (7310 mm) 3/4" (1911 mm) (73,0 mm) 1 /211 /8" 1 /2" (12,7 mm) (15,916,4 mm) 2-1 /4" DIA. y 1 /4" (6,4 mm) (12,7±3,2 mm) 2-1/4" DIA. � I 1 /4" (6,4 mm) FACE OF (57,2 mm) I MOUNTING FACE OF (57,2 mm) SPRINKLER PLATE SPRINKLER MOUNTING FITTING FITTING PLATE 1 /8" (3,2 mm) ( m) �- MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 1 -114" (31 38 mm) CLOSURE SERIES 1 -1 /4" (31 ,8 mm) TY-FRB 3/4" (19, 1 mm) TY-FRB 1 " (25,4 mm) FIGURE 9 FIGURE 10 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 5. 6 K-FACTOR, 1/2 INCH NPT 5. 6 K-FACTOR, 1/2 INCH NPT 2-7/8" DIA. 2-7/8" DIA. 5/8±1 /4" (73,0 mm) 3/4" (19,1 mm) 1 /2±1 /8" (73,0 mm) 1 /2" (12,7 mm) (15,9t6,4 mm) 2-1 /4" DIA. 1 !4" (6,4 mm) (12,7±3,2 mm) 2-1 /4" DIA. y 1 /4" (6,4 mm) FACE OF (57,2 mm) MOUNTING (57,2 mm) FACE OF MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 118" 1 (3,2 mm) (3,2 mm) L MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 1 -5/16" (33,3 mm) CLOSURE SERIES 1 -5/16" (33,3 mm) TY-FRB 13/16" (20,6 mm) TY FRB 1 -1 /16" (27.0 mm) FIGURE 11 FIGURE 12 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON STYLE 30 RECESSED ESCUTCHEON 8. 0 K-FACTOR, 3/4 INCH NPT 8. 0 K"FACTOR, 3/4 INCH NPT tion and the long term integrity of the corrosion resistant coating , as it may WRENCH be affected by the corrosive conditionsRECESS present. /R WRENCH RECESS The owner is responsible for the in- / (END "A" USED FOR spection , testing , and maintenance of 1 /21' NPT MODELS) J� their fire protection system and de- yU( vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- WRENCH RECESS PUSH WRENCH tion Association (e. g . , NFPA 25) , in (END " B" USED FOR IN TO ENSURE addition to the standards of any other 3/4" NPT MODELS) ENGAGEMENT authorities having jurisdiction . The In- WITH SPRINKLER stalling contractor or sprinkler manu - FIGURE 13 WRENCHINGAREA facturer should be contacted relative to W- TYPE 6 SPRINKLER any questions . WRENCH It is recommended that automatic FIGURE 14 sprinkler systems be inspected , local requirements and/or national W-TYPE 7 RECESSED tested , and maintained by a qualified codes. SPRINKLER WRENCH Inspection Service in accordance with Page 8 /of 8 TFP171 P/ N 57 - XXX - X - XXX TEMPERATURE MODEUSIN RATING SPRINKLER MEME 330 2.8K UPRIGHT ( 1 /2"NPT) TY1131 135 135°F/570C 331 2 .8K PENDENT ( 1 /2"NPT) TY1231 1 NATURAL BRASS 155 155017/680C 340 4.2K UPRIGHT (1 /216NPT) TY2131 4 WHITE POLYESTER 175 175017/790C MEN 341 4 .2K PENDENT (1 /2"NPT) TY2231 3 WHITE (RAL9010)* 200 200° F/930C 370 5.6K UPRIGHT (1 /2"NPT) TY3131 9 CHROME PLATED 286 286°F/1410C 371 5 .6K PENDENT (1 /2"NPT) TY3231 7 LEAD COATED 390 B.OK UPRIGHT (3/4"NPT) TY4131 391 B .OK PENDENT (3/43'NPT) TY4231 * Eastern Hemisphere sales only. TABLE C PART NUMBER SELECTION SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS ORY, FOR INCIDENTAL, INDIRECT, Recessed Escutcheon : Lnmited SPECIAL OR CONSEQUENTIAL Specify : Style (specify) Recessed Es- DAMAGES , INCLUDING BUT NOT cutcheon with ( specify finish ) , P/N Warranty LIMITED TO LABOR CHARGES, RE- (specify) . GARDLESS OF WHETHER TYCO Products manufactured by Tyco Fire FIRE PRODUCTS WAS INFORMED 1 /2" (15 mm) Products are warranted solely to the ABOUT THE POSSIBILITY OF SUCH Style 10 original Buyer for ten ( 10 ) years DAMAGES , AND IN NO EVENT Chrome Plated . . . . . . . . . . . . P/N 56-701 -9-01 0 against defects in material and work- SHALL TYCO FIRE PRODUCTS' LI - White Coated . . . . . . . . . . . . . P/N 56-701 -4-010 manship when paid for and properly ABILITY EXCEED AN AMOUNT Brass Plated . * . . . . . . . . . . . P/N 56-701 -3-010 installed and maintained under normal Brass Plated . . . . . . . . . . . . . . P/N 56-701 -2-010 EQUAL TO THE SALES PRICE . use and service. This warranty will ex- 1/2" 15 mm) pire ten ( 10) years from date of ship- MADE IN LIEU OF ANY AND ALL Style 20 THE FOREGOING WARRANTY IS ment by Tyco Fire Products. No war- OTHER WARRANTIES EXPRESS OR Chrome Plated . . . . . . . . . . . . P/N 56-705-9-010 ranty is given for products or White Coated . , . , , , , , , , , , , P/N 56-705-4-010 components manufactured by compa- IMPLIED, INCLUDING WARRANTIES White RAL9010* . 1 0 0 . . . . . 4 . P/N 56-705-3-010 nies not affiliated by ownership with OF MERCHANTABILITY AND FIT. Brass Plated . . . . . . . . . . . . . . P/N 56-705-2-010 Tyco Fire Products or for products and NESS FOR A PARTICULAR PUR- 3/4" (20 mm) components which have been subject POSE- Style 30 to misuse, improper installation , corro- Chrome Plated . . . . . . . . . . . . P/N 56-705-9-011 sion , or which have not been installed , White Coated . . . . . . . . . . . . . P/N 56-705-4-011 maintained , modified or repaired in ac- White RAL9010* . . . . . . . . . . . P/N 56-705-3-011 cordance with applicable Standards of Ordering Brass Plated . . . . . . . . . . . . . . P/N 56-705-2-011 the National Fire Protection Associa- Procedure 3/4" (20 mm) tion , and/or the standards of any other Style 40 Authorities Having Jurisdiction . Mate- ebaAplat iypun LDccal distributor for avail- Chrome Plated . P/N 56-700.9-010 rials found by Tyco Fire Products to be abgi[(y,indicate the White Coated . . . . . . . . . . . . . P/N 56-700-4-010 defective shall be either repaired or full product White RAL9010* 1 . . 6 11 114 . 0 P/N 56-700-3-010 replaced , at Tyco Fire Products' sole name. Refer to Brass Plated . . . . . . . . . . . . . . P/N 56-700-2-010 tion . Tyco Fire Products neither as- the Price List for o p Y complete listing ' Eastern Hemisphere sales only, sumes , nor authorizes any person to of Part Numbers, assume for it, any other obligation in Sprinkler Wrench connection with the sale of products or Sprinkler Assemblies with NPT Specify : W-Type 6 Sprinkler Wrench , parts of products . Tyco Fire Products Thread Connections : P/N 56 000-6 387 . shall not be responsible for sprinkler Specify: (Specify Model/SIN ) , Quick system design errors or inaccurate or Response, (specify 1<-factor) , (specify Specify: W-Type 7 Sprinkler Wrench , incomplete information supplied by temperature rating) , Series TY- FRB P/N 56-850-4-001 . Buyer or Buyer's representatives. (specify Pendent or Upright) Sprinkler IN NO EVENT SHALL TYCO FIRE With (specify type of finish or coating) , PRODUCTS BE LIABLE , IN CON - P/N (specify from Table C) . TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE" TYCO FIRE PRODUCTS, 451 North Cannon Avenue , Lansdale, Pennsylvania 19446 Fire & Building Products CENTRAL Customer ice/Sales : Technical Services : Tel : (800) 381 -9312 / Fax : (800 ) 791 -5500 Tel : (215) 362-0700 / (800) 523-6512 Fax: (215) 362-5385 Series TY- FRB — 5. 6 K-factor Horizontal and Vertical Sidewall Sprinklers Quick Response, Standard Coverage sive environment . The effects of ambi- General ent temperature , concentration of chemicals , and gas/chemical velocity, Description should be considered , as a minimum , along with the corrosive nature of the The Series TY- FRB , 5 . 6 K- Factor, Hori - chemical to which the sprinklers will be zontal and Vertical Sidewall Sprinklers exposed , described in this data sheet are quick response - standard coverage , deco- WARNINGS .� rative 3 mm glass bulb type spray The Series TY- FRB Sprinklers de- i sprinklers designed for use in light and scribed herein must be installed and ordinary hazard , commercial occupan - maintained in compliance with this cies such as banks , hotels , shopping document, as well as with the applica - malls, etc . They are designed for instal - ble standards of the National Fire Pro - lation along a wall or the side of a beam tection Association, in addition to the and just beneath a smooth ceiling . standards of any other authoritieshav- _ Sidewall sprinklers are commonly ing jurisdiction. Failure to do so may -; used instead of pendent or upright impair the integrity of these devices. - sprinklers due to aesthetics or building construction considerations , where The owner is responsible for maintain- = l piping across the ceiling is not desir- ing their fire protection system and dew able . vices in proper operating condition. The installing contractor or sprinkler C . The recessed version of the Series manufacturer should be contacted TY- FRB Horizontal Sidewall Sprinkler relative to any questions. is intended for use in areas with a finished wall . It uses a two -piece Style 10 Recessed Escutcheon with 1 /2 inch Model/Sprinkler ( 12 , 7 mm) of recessed adjustment or up to 3/4 inch ( 19 , 1 mm ) of total adjust- Identification ment from the flush sidewall position , Numb or a two-piece Style 20 Recessed Es - Finishes Numbers cutcheon with 1 /4 inch (6 , 4 mm ) of Sprinkler : Refer to Table A recessed adjustment or up to 1 /2 inch TY3331 - Horizontal Recessed Escutcheon : White Coated , ( 12 , 7 mm ) of total adjustment from the TY3431 - Vertical Chrome Plated , or Brass Plated flush sidewall position . The adjustment provided by the Recessed Escutcheon Physical Characteristics reduces the accuracy to which the Technical Frame . . . Bronze fixed pipe nipples to the sprinklersButton Brass/Copper must be cut . Data Sealing Assembly . . . . . . . . . Beryllium Nickel w/Teflont Corrosion resistant coatings , where Approvals Bulb . . . . . . . . . Glass applicable , are utilized to extend the UL and C - UL Listed , Compression Screw . . . . . Bronze life of copper alloy sprinklers beyond FM , LPCB , and NYC Approved . HSW Deflector . . . . . . . . Bronze CZ that which would otherwise be ob- ( Refer to Table A for complete approval VSW Deflector . . . . . . . . Copper a) tained when exposed to corrosive at- information including corrosion resis- m mospheres . Although corrosion resis- tant status . ) Patents ~ tant coated sprinklers have passed the U . S . A . Patent Number 5 , 810, 263 and standard corrosion tests of thea li Maximum Working Pressure cable approval agencies, the testing 175 psi ( 12 , 1 bar) UK Patent Number 2 , 347 , 624 are ap Pp 9 9 plicable to the Series TY- FRB Horizon - not representative of all possible cor- Discharge Coefficient tal Sidewall Sprinkler. rosive atmospheres . Consequently, it K = 5 . 6 GPM/psis /2 (80 , 6 LPM/bars /2) o is recommended that the end user be a consulted with respect to the suitabilityTemperature Ratings o p Refer to Table A of these coatings for any given corro- Page 1 of 6 JANUARY, 2003 TFP176 Page 2 of 6 TFP176 SPRINKLER FINISH (See Note 10) K TYPE TEMP. BULB NATURAL CHROME WHITE*** LEAD LIQUID BRASS PLATED POLYESTER COATED 135°F/57°C Orange HORIZ. 155° F/680C Red SIDEWALL 1 , 213, 419 152, 319 (TY3331 ) 1750F179°C Yellow 200017/930C Green 5.6 286° F/1410C Blue 1 /2" NPT RECESSED 135°F/570C Orange HORIZ. 1550F/680C Red SIDEWALL 11 2, 419 N/A (TY3331 )* 1750F/79°C Yellow Figure 3 200°F/930C Green RECESSED 135° F/570C Orange HORIZ. 1550F/680C Red SIDEWALL 1 , 2 , 3, 49 9 N/A (TY3331 )** 1750F/79°C Yellow Figure 4 200017/930C Green VERTICAL 135°F/570C Orange SIDEWALL 1550F/680C Red 5.6 (TY3431 ) 5, 6, 7, 8, 9 516, 719 1 /2" Installed 1750F/79°C Yellow NPT Pendent 200° F/930C Green or Upright 286° F/141 °C Blue NOTES : 1 . Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch ( 100 to 300 mm) top of deflector to ceiling distance. 2 . Listed by Underwriters Laboratories Inc. for use in Canada (C-UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers for use in Light Hazard Occupancies at a 4 to 12 inch (100 to 300 mm ) top of deflector to ceiling distance. 4. Approved by the Loss Prevention Certification Board (LPCB) at a 4 to 6 inch ( 100 to 150 mm) top of deflector to ceiling distance. The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. 5. Listed by Underwriters Laboratories, Inc. as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies, 6. Listed by Underwriters Laboratories for use in Canada (C-UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. 7 . Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers for use in Light Hazard Occupancies. 8. Approved by the Loss Prevention Certification Board (LPCB) as Quick Response Sprinklers, 9. Approved by the City of New York under MEA 354-01 - E. 10, Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved , the sprinklers are FM Approved as Corrosion Resistant Sprinklers. * Installed with Style 10 (1 /2" NPT) 3/4" Total Adjustment Recessed Escutcheon . ** Installed with Style 20 (1 /2" NPT) 1 /2" Total Adjustment Recessed Escutcheon . *** Frame and deflector only. Listings and approvals apply to all colors (Special Order) . N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS • proval is based on the requirements of Operation Design FM 's Loss Prevention Data Sheets) . • Only the Style 10 or 20 Recessed Es- The glass Bulb contains a fluid which Cr�ter►a cutcheon , as applicable , is to be used expands when exposed to heat . When for recessed horizontal installations . the rated temperature is reached , the The Series TY- FRB Horizontal and fluid expands sufficiently to shatter the Vertical Sidewall Sprinklers are in- glass Bulb, allowing the sprinkler to tended for fire protection systems de- activate and water to flow, signed in accordance with the stand- ard installation rules recognized by the applicable Listing or Approval agency (e. g . , UL Listing is based on the re- quirements of NFPA 13 , and FM Ap- TFP176 Page 3 of 6 Installation DEFLECTOR HAT 5 The Series TY- FRB Sprinklers must be installed in accordance with the follow- ing instructions : NOTES \ Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of 6 4 2 3 1 liquid from the bulb. With the sprinkler WRENCH 1 /2" * * held horizontally, a small air bubble 9/16" should be present. The diameter of the (14,3 mm) FLATS NPT air bubble is approximately 1/16 inch _ ( 1, 6 mm) for the 135°F1570C to 3132 inch (2, 4 mm) for the 286 °F/141 °C temperature ratings. — A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft. lbs. (9, 5 to 19, 0 Nm). A maxi- 1 -13/16" 7/16" mum of 21 ft. lbs. (28, 5 Nm) of torque (46,0 mm) ( 11 , 1 mm) may be used to install sprinklers with NOMINAL 112 NPT connections. Higher levels of CENTERLINE MAKE-IN torque may distort the sprinkler and OF SPRINKLER cause leakage or impairment of the WATERWAY 1 -1 /2" sprinkler. (3891 mm) Do not attempt to make-up for insuffi- cient adjustment in the escutcheon 2-3116" (55,s mm) plate by under- or over-tightening the sprinkler. Readjust the position of the STYLE ESCUTCHEON sprinkler fitting to suit. 10 or 20 — PLATE SEATING The Series TY-FRB Horizontal and RECESSED SURFACE ESCUTCHEON Vertical Sidewall Sprinklers must be 1 - Frame installed in accordance with the follow- 2 - Button ing instructions . 3 - Sealing Assembly 2-7/8" DIA. Step 1 . Horizontal sidewall sprinklers 4 - Bulb are to be installed in the horizontal 5 - Compression (73,0 mm) position with their centerline of water- Screw way perpendicular to the back wall and 6 - Deflector parallel to the ceiling . The word "TOP" on the Deflector is to face towards the ceiling . Vertical sidewall sprinklers are to be installed in the pendent or upright po- * Temperature rating is indicated on deflector or adjacent to orifice seat on frame. sition with the arrow on the Deflector ** Pipe thread connections per ISO 7/1 can be provided on special request, pointing away from the wall . Step 2 . With pipe thread sealant ap - FIGURE 1 plied to the pipe threads , hand tighten 5. 6 K-FACTOR QUICK RESPONSE the sprinkler into the sprinkler fitting . SERIES TY-FRB HORIZONTAL SIDEWALL (TY3331) SPRINKLERS Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type Step B . After installing the Style 10 or and push the Closure over the Mount- 6 Sprinkler Wrench ( Ref. Figure 5) , 20 Mounting Plate over the sprinkler ing Plate until its flange comes in con - With reference to Figure 1 or 2 , the threads, hand tighten the sprinkler into tact with the ceiling W-Type 6 Sprinkler Wrench is to be the sprinkler fitting . applied to the wrench flats. The Series TY-FRB Recessed Hori- Step C. Tighten the sprinkler into the Care and zontal Sidewall Sprinklers must be sprinkler fitting using only the W-Type installed in accordance with the follow- 7 Recessed Sprinkler Wrench ( Ref. Maintenance ing instructions . Figure 6) . With reference to Figure 1 , the W- Type 7 Recessed Sprinkler The Series TY-BFR Sprinklers must be Step A . Recessed horizontal sidewall Wrench is to be applied to the sprinkler maintained and serviced in accord- sprinklers are to be installed in the wrench flats. ance with the following instructions : horizontal position with their centerline Step D. After the ceiling has been in - of waterway perpendicular to the back stalled or the finish coat has been ap- NOTES wall and parallel to the ceiling . The plied , slide on the Style 10 or 20 Clo- Before closing a fire protection system word "TOP" on the Deflector is to face sure over the Series TY- FRB Sprinkler main control valve for maintenance towards the ceiling . work on the fire protection system that Page 4 of 6 TFP176 it controls, permission to shutdown the affected fire protection system must be ARROW MUST obtained from the proper authorities POINTAWAY and all personnel who may be affected 7/16" FROM AND BE O® by this action must be notified. ESCUTCHEON ( 11 , 1 mm) PERPENDICULAR Absence of an escutcheon, which is PLATE SEATING 1 /2„ ** NOMINAL TO THE BACK used to cover a clearance hole, may SURFACE NPT MAKE-IN WALL SURFACE delay the time to sprinkler operation in * 6 a fire situation. Sprinklers that are found to be leaking 5 or exhibiting visible signs of corrosion 2-3/16" { 2-3/16" must be replaced . (55,s mm) (55,6 mm) 4 Automatic sprinklers must never be painted , plated , coated or otherwise 1 -1 /2" WRENCH 2 altered after leaving the factory. Modi- (3B, 1 mm) FLATS 7 fied sprinklers must be replaced . 3 Sprinklers that have been exposed to corrosive products of combustion , but 1 have not operated , should be replaced SHOWN SHOWN CROSS if they cannot be completely cleaned PENDENT UPRIGHT SECTION by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush . 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector Care must be exercised to avoid dam - 2 - Button Assembly 5 - Compression 7- Ejection Spring age to the sprinklers - before, during , Screw and after installation . Sprinklers dam - aged by dropping , striking , wrench twist/slippage , or the like , must be re- * Temperature rating is indicated on deflector or adjacent to orifice seat on frame . placed . Also, replace any sprinkler that ** Pipe thread connections per ISO 7/1 can be provided on special request. has a cracked bulb or that has lost liquid from its bulb. ( Ref. Installation FIGURE Section ) . 5. 6 K-FACTOR QUICK RESPONSE Frequent visual inspections are rec- SERIES TY-FRB VERTICAL S/DEWALL (TY3431) SPRINKLERS ommended to be initially performed for corrosion resistant coated sprinklers, after the installation has been com - pleted , to verify the integrity of the cor- rosion resistant coating . Thereafter, connection with the sale of products or annual inspections per NFPA 25 Lim/ted parts of products . Tyco Fire Products should suffice ; however, instead of in- specting from the floor level , a random Warrant shall not responsible for sprinkler sampling of close-up visual inspec- Y system design errors or inaccurate incomplete information supplied by tions should be made , so as to better Products manufactured by Tyco Fire Buyer or Buyer's representatives . determine the exact sprinkler condi - Products are warranted solely to the tion and the long term integrity of the original Buyer for ten ( 10 ) years IN NO EVENT SHALL TYCO FIRE corrosion resistant coating , as it may against defects in material and work- PRODUCTS BE LIABLE , IN CON - be affected by the corrosive conditions manship when paid for and properly TRACT, TORT, STRICT LIABILITY OR present . installed and maintained under normal UNDER ANY OTHER LEGAL THE- use and service. This warranty will ex- ORY, FOR INCIDENTAL , INDIRECT, The owner is responsible for the in- pire ten ( 10) years from date of ship- SPECIAL OR CONSEQUENTIAL spection , testing , and maintenance of ment by Tyco Fire Products . No war- DAMAGES , INCLUDING BUT NOT their fire protection system and de- ranty is given for products or LIMITED TO LABOR CHARGES , RE- vices in compliance with this docu - components manufactured by compa- CARDLESS OF WHETHER TYCO ment, as well as with the applicable nies not affiliated by ownership with FIRE PRODUCTS WAS INFORMED standards of the National Fire Protec- Tyco Fire Products or for products and ABOUT THE POSSIBILITY OF SUCH tion Association (e. g . , NFPA 25) , in components which have been subject DAMAGES , AND IN NO EVENT addition to the standards of any other to misuse, improper installation , corro- SHALL TYCO FIRE PRODUCTS' LI - authorities having jurisdiction . The in- Sion , or which have not been installed , ABILITY EXCEED AN AMOUNT stalling contractor or sprinkler manu- maintained , modified or repaired in ac- EQUAL TO THE SALES PRICE , facturer should be contacted relative to cordance with applicable Standards of THE FOREGOING WARRANTY IS any questions. the National Fire Protection Associa- MADE IN LIEU OF ANY AND ALL It is recommended that automatic tion , and/or the standards of any other OTHER WARRANTIES EXPRESS OR sprinkler systems be inspected , Authorities Having Jurisdiction . Mate- /MPLIED, INCLUDING WARRANTIES tested , and maintained by a qualified rials found by Tyco Fire Products to be OF MERCHANTABILITY AND FIT- Inspection Service. defective shall be either repaired or NESS FOR A PARTICULAR PUR- replaced , at Tyco Fire Products' sole POSE• option . Tyco Fire Products neither as- sumes , nor authorizes any person to assume for it, any other obligation in TFP176 Page 5 of 6 5/8±1 /4" (15,9±6 ,4 mm) FACE OF /g WRENCH RECESS MOUNTINGSPRINKLER / t1//20NPTMODELSS) END "Aw USED FOR SURFACE FITTING FIGURE 5 CLOSURE W-TYPE 6 SPRINKLER WRENCH 2-7/8" DIA. (73,0 mm) WRENCH SERIES RECESS TY FRB2-114" DIA. (57,2 mm) \00 MOUNTING PLATE 1 /8" PUSH WRENCH (3,2 mm) IN TO ENSURE ENGAGEMENT 1 - 1 /4" (31 , 8 mm) 3/4" ( 19, 1 mm) WITH SPRINKLER WRENCHING AREA 3/4" ( 1911 mm) 1 /4" (6,4 mm) FIGURE 3 FIGURE 6 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER W- TYPE 7 RECESSED WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT SPRINKLER WRENCH STYLE 10 RECESSED ESCUTCHEON 1 /2±1 /8" (12 ,7±3, 2 mm) MOUNTING FACE OF SURFACE SPRINKLER FITTING CLOSURE 2-7/8" DIA. SERIES (73,0 mm) TY-FRB 2- 1 /4" DIA. (57,2 mm) MOUNTING PLATE 1 /8" (3 ,2 mm) 1 -1 /4" (31 ,8 mm) 1 /2" ( 12,7 mm) 1 " (25,4 mm) 1 /4" (6,4 mm) FIGURE 4 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON Page 6 of 6 TFP176 P/N 57 - XXX - X - XXX TEMPERATURE MODEUSIN RATING SPRINKLER 378 HORIZONTAL SIDEWALL TY3331 135 135017/570C 375 VERTICAL SIDEWALL TY3431 1 NATURAL BRASS 155 155°F/680C 4 WHITE POLYESTER 175 175°F/790C 9 CHROME PLATED 200 200°F/930C 7 LEAD COATED 286 286°F/141 °C TABLE B PART NUMBER SELECTION SERIES TY-FRB HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS Ordering Procedure When placing an order, indicate the full Sprinkler Wrench : product name . Refer to the Price List Specify : W-Type 6 Sprinkler Wrench , for complete listing of Part Numbers. P/N 56 -000- 6-387 . Contact your local distributor for avail- Specify : W-Type 7 Sprinkler Wrench , ability. P/N 56 -8504-001 . Sprinkler Assemblies with NPT Thread Connections : Specify: (Specify Model/SIN ) , Quick Response, (specify 1< factor) , (specify temperature rating ) , Series TY- FRB (specify Horizontal Sidewall or Vertical Sidewall) Sprinkler with (specify type of finish or coating) , P/N (specify from Table B) . Recessed Escutcheon : Specify: Style (specify) Recessed Es- cutcheon with (specify finish ) , P/N (specify) . 1 /2" (15 mm) Style 10 Chrome Plated . . . . . . . . . P/N 56-701 -9-010 1 /2" (15 mm) Style 10 White Color Coated , I 1 1 . 1 1 1 P/N 56-701 -4-010 1 /2" (15 mm) Style 10 Brass Plated . . . . . . . . . . . P/N 56-701 -2-010 1 /2" (15 mm) Style 20 Chrome Plated . . . . . . . . . P/N 56-705-9-010 1 /2" ( 15 mm) Style 20 White Color Coated . . . . . . . . . . . . . . . . P/N 56-705-4-010 1 /2" (15 mm) Style 20 Brass Plated . . . . . . . . . . . P/N 56-705-2-010 TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 : 11 • : 1 / 11 • 1 11 : 11 ' • - • - - • • ' ' • • , r • , r • fes# a 1 1 1 Page 2 of 12 TFP1041 0� NO. DESCRIPTION QTY. REF. 11 1 Valve Body . 0 0 . 0 0 . 1 NR 2 Air and Water 12 Seat . . . . . . . . . . . . 1 NR 3 Handhole Cover . . . 1 See (a) 6 4 Handhole Cover 13 Gasket . . . . 1 See (d) 7 RESET 5 1 /2-13 UNC NC x 1 x 1 " CLAPPER Hex Head Cap 14 PLUNGER ASSEMBLY � PARTS Screw . . . . . . . . . . . 6 CH 8 6 Clapper . . . . . . . . . . 1 See (c) 15j18 7 Clapper Facing . . . . 1 See (c) or (d) 9 8 Clapper Facing Retaining Plate . . . . 1 See (c) 16 9 1 /4-20 UNC x 1 /2" Socket Head Cap 17 Screw . . . . . . . . . . . 7 See (c) O O 10 Clapper Hinge > Pin . . . . . . . . . . . . . 1 See (b) O 11 Reset Knob . . . . . . 1 See (e) 12 Reset Spring 0000 . 1 See (e) O 13 Reset Bushing 0000 1 See (e) 0 14 Reset Bushing O-Ring. . . . . . . . . . . 1 See (d) or (e) 15 Reset Plunger 0-Ring . . . . . . . . . . 1 See (d) or (e) O 16 Reset Plunger . . . . . 1 See (e) 2 17 Reset Latch O Subassembly . 0000 1 See (e) 18 Dow Corning FS3452 CD O Flourosilicone Grease, 1 .5 g . . . . . 1 See (d) or (e) I 1 NR: Not Replaceable \ 4 CH : Common Hardware \` 0 3 REPLACEMENT PARTS NO, DESCRIPTION P/N O ` 0 , 0 (a) Handhole Cover . 0000 . 92-309-1 -401 (b) Clapper Hinge Pin . . . . 92-309-1 -402 / 0 0 (c) Clapper Assembly Includes Items: 0 06 through 9 . 9 1 . 9 0 0000 92-309-1 -403 (d) Repair Parts Kit Includes Items: 10 0 0 4, 7114, 15, 18 . . . . . . . 92-309-1 -404 � (e) Reset Plunger Parts Kit \O — CD 0 5 Includes Items: —~ 11 through 18 . 1 0 . . . 0 2 92-309-1 405 FIGURE 1 4 INCH (DN100) MODEL DPV- 1 DRY PIPE VALVE - ASSEMBLY - TFP1041 Page 3 of 12 FLOW RATE IN LITRES PER MINUTE (LPM) Maximum System Air (1 GPM = 3.785 LPM) Water Supply Pressure 1200 2000 3000 4000 Pressure, Range, 5 o I .J psi psi 20 10 0,300 4.0 60 15 23 U) 80 20 - 28 = 3.0 01200 100 25 - 33 Lu 120 30 - 38 ¢ m 145 35 - 43 C0 2.0 m (E I z 165 40 - 48 a a. Q 185 45 - 53 z 0,100 o rn 0,090 ¢ 00 205 50 - 58 d 0,080 fn o ? w n 225 55 - 63 ao 1 .o 0,070 a F0 Ir 250 60 - 68 M 0'9I 1 01060 z r 0.8 TABLE A � 0 7 NONE0,050 z SYSTEM AIR PRESSURE w REQUIREMENTS a 0.6 ily 0,040 flanges drilled to ISO are available 0.5 either threaded per ISO 7/1 or NPT z 0,030 threaded per ANSI Standard B1 020A 0.4 Valves with NPT threaded ports will readily accept the trim arrangement detailed in Figure 4. 0,022 0.3nmm � NOTE 300 400 500 800 1200 For a system working pressure in ex- FLOW RATE IN GALLONS PER MINUTE (GPM) cess of 175 psi (12, 1 bar) up to 250 psi (17,2 bar), the flanged connection(s) The approximate friction loss, based on the Hazen and Williams formula and ex,, of the DPV- 1 must be fitted with flange pressed in equivalent length of Schedule 40 pipe with C=100 , is 8.9 feet. The equiva- to groove adapters. The flange to lent length of pipe has been calculated on a typical flow rate of 600 GPM groove adapters will permit a simple FIGURE 2 transition between the 250 psi (17, 2 4 INCH (DN100) MODEL DPV- 1 DRY PIPE VALVE bar) rated DPV- i and piping compo - — NOMINAL PRESSURE LOSS VERSUS FLOW — nents of a higher pressure rating than Class 125 flanges and flanged fittings, which are limited to 175 psi (12, i bar). Valve Trim : . Drip Funnel The flange to groove adapters must be Installation dimensions are given in . Connections For Optional Quick selected based on their having a maxi- Figure 6 , and the Valve Trim is illus- Opening Device (Accelerator) mum working pressure for the antici- trated in Figures 4 and 5. The Valve pated conditions. The use of a Central Trim forms a part of the laboratory list- NOTE Grooved Piping Product Figure 71 ings and approval of the DPV- 1 Valve When the system pressure is greater Flange Adapter is recommended, and is necessary for the proper opera- than 175 psi (12, 1 bar), provision is to Components of the 4 Inch ( DN100) tion of the DPV- 1 Valve. Each package be made to replace the standard order DPV- 1 Valve are shown in Figure 1 . of trim includes the following items: 300 psi (20, 7 bar) Water Pressure The Body and Handhole Cover are . Water Supply Pressure Gauge gauge, shown in Figure 4, with a sepa - ductile iron , The Handhole Cover Gas- rately ordered 600 psi (41, 4 bar) Water ket is neoprene, and the Clapper Fac- • System Air Pressure Gauge Pressure Gauge. Ing is EPDM . The Air/Water Seat Ring . Air Supply Connections is brass, the Clapper is copper, and Air Supply: both the Clapper Retaining Plate and • Main Drain Valve Table A shows the system air pressure Latch are bronze . The Hinge Pin is . Low Body Drain Valve requirements as a function of the water aluminum bronze , and the fasteners supply pressure. The air (or nitrogen) for the Handhole Cover are carbon • Alarm Test Valve pressure in the sprinkler system is rec- steel . • Automatic Drain Valve ommended to be automatically main- tained by using one of the following Page 4 of 12 TFPi 041 AIR PRESSURE WATERFLOW TO SYSTEM TO SYSTEM 4 CLAPPER CLAPPER 1 " NPT _- ASSEMBLY ASSEMBLY - AIR SUPPLY IN SET FULLY OPEN PORT POSITION 01 CLAPPER LATCH PIVOTS TO ALLOW WATER NPT ° CLAPPER ASSEMBLY SUPPLY TO FULLY OPEN 1 PRESSURE __T T__ 3/4" NPT ALARM & ALARM ; I = PORT OPEN TO ; I ! TEST PORT " _-°= ATMOSPHERE 02 03 ALARM PORT WATERFLOW = CLAPPER TO ALARM ASSEMBLY FROM FROM WATER SUPPLY AIR WATER SUPPLY SEAT FIGURE 3A FIGURE 3C SET POSITION WATER ALARM OPERATED POSITION SEAT 03 PORT DRAIN FROM DRAIN FROM SYSTEM SYSTEM VALVE INTERMEDIATE COMPLETE WATERWAY CHAMBER PUSH HERE FIGURE 3B TO RESET SET POSITION _ VALVE INTERMEDIATE CHAMBER RESET CLAPPER KNOB ASSEMBLY LATCHED RESET OPEN ASSEMBLY CLAPPER o` LATCH CLAPPER PIVOTS TO LATCH UNLATCH CLAPPER ASSEMBLY -- 04 _ 2 NPT 3/4" NPT 05 MAIN DRAIN CLAPPER LOW BODY PORT ASSEMBLY DRAIN RESEATED PORT WATER SUPPLY WATER SUPPLY SHUT OFF SHUT OFF FIGURE 3D FIGURE 3E DRAIN POSITION RESET POSITION FIGURE 3 4 INCH (DN100) MODEL DPV4 DRY PIPE VALVE - SET AND OPEN POSITIONS - TFPi 041 Page 5 of 12 pressure maintenance devices, as ap- Also, with the Clapper Assembly open , propriate : Operating the intermediate chamber is pressur- e Model AMD- 1 Air Maintenance De- ized and water flows through the alarm vice (pressure reducing type) . Principles port ( Ref. Figure 3B) at the rear of the DPV- 1 Valve to actuate system water • Model AMD-2 Air Maintenance De- The Model DPV- 1 Dry Pipe Valve is a flow alarms. The flow from the alarm vice (compressor control type) . differential type valve that utilizes a port is also sufficient to close the oth - • Model AMD - 3 Nitrogen Mainte- substantially lower system (air or nitro- erwise normally open Automatic Drain ressure reduc- gen) pressure than the supply (water) Valve (Ref. Figure 4 or 5 ) . Hance Device ( high p pressure, to maintain the set position ing type) . shown in Figure 3A . The differential After a valve actuation and upon sub- The Pressure Relief Valve (Item 4 - Fig . nature of the DPV- 1 is based on the sequent closing of a system main con- 4) is factory set to relieve at a pres- area difference between the air seat trol valve to stop water flow, the Clap- sure of approximately 45 psi (3, 1 and the water seat in combination with per Assembly will latch open as shown bar) . If the normal system air pressure the ratio of the radial difference from in Figure 3D. Latching open of the is less than or exceeds 40 psi (2 ,8 bar) , the Hinge Pin to the center of the Water DPV- 1 will permit complete draining of then the pressure Relief Valve must be Seat and the Hinge Pin to the center of the system (including any loose scale) reset to relieve at a pressure that is in the Air Seat. The difference is such through the main drain port. accordance with the Authority Having that 1 psi (0, 07 bar) of system air pres- During the valve resetting procedure Jurisdiction , sure can hold approximately 5 . 5 psi and after the system is completely (0, 38 bar) of water supply pressure. drained, the external reset knob can Quick Opening Device: y p be easily depressed to external) Table Aestablishes the minimum re- y un- As an option , the Model DPV- 1 Dry quired system air pressure that in- latch the Clapper Assembly as shown Pipe Valve may be equipped with the cludes a safety factor to help prevent in Figure 3E . As such , the Clapper Model QRS Electronic Dry Pipe Valve false operations that occur due to Assembly is returned to its normal set Accelerator as detailed in Technical water supply fluctuations . position to facilitate setting of the dry Data Sheet TFP1100 or the Model pipe sprinkler system , without having ACC- 1 Mechanical Dry Pipe Valve Ac- The Intermediate Chamber of the to remove the Handhole Cover. celerator as detailed in Technical Data DPV- 1 is formed by the area between Sheet TFP1112 . the Air Seat and Water Seat as shown The QRS or the ACC-1 is used to re- in Figure 3B . The Intermediate Cham- duce the time to valve actuation fol- bar normally remains at atmospheric pressure through the Alarm Port con- lowing the operation of one or more nection and the valve trim to the norm automatic sprinklers. In some cases mally open Automatic Drain Valve Installation the use of a quick opening device such (Item 6 , Fig. 4) . Having the Intermedi- as the QRS or the ACC- 1 may be re- ate Chamber, Figure 36, open to at- NOTES quired to meet the requirements of the mosphere is critical to the DPV- 1 Valve Proper operation of the Model DPV- 1 National Fire Protection Association remaining set, otherwise the full result- Dry Pipe Valve depends upon its trim for systems having a capacity greater Ing pressure of the system air pressure being installed in accordance with the than 500 gallons ( 1890 litres) . on top of the Clapper Assembly cannot instructions given in this Technical Patents : be realized . For example, if the sys- Data Sheet. Failure to follow the ap- Features of the Model DPV- 1 Dry Pipe tem air pressure is 25 psi ( 1 ,7 bar) and propriate trim diagram may prevent Valve are patent pending. there was 15 psi (1 , 0 bar) pressure the DPV- 1 Valve from functioning trapped in the Intermediate Chamber, properly, as well as void listings, ap- the resulting pressure across the top provals, and the manufacturer's warm of the Clapper would only be 10 psi ranties. (0, 7 bar) . This pressure would be insuf- closet to hold the Clapper Assembly Failure to latch open the Clapper As sembly prior to a system hydrostatic closed against a water supply pres- test may result in damage to the Clap- sure of 100 psi (6, 9 bar) . It is for this per Assembly. reason that the plunger of the Auto- matic Drain Valve must be depressed The DPV- 1 Valve must be installed in during several of the resetting steps, a readily visible and accessible loca- as well as during inspections , making tion. certain that the Automatic Drain Valve The DPV- 1 Valve and associated trim is open . mustbe maintained at a minimum tem- When one or more automatic sprin - perature of 40 °F/4 °C. klers operate in response to a fire , air Heat tracing of the DPV- 1 Valve or its pressure within the system piping is associated trim is not permitted. Heat relieved through the open sprinklers. tracing can result in the formation of When the air pressure is sufficiently hardened mineral deposits that are cam reduced , the water pressure over- comes the differential holding the gable of preventing proper operation. Clapper Assembly closed and the The Model DPV- 1 Dry Pipe Valve Is to Clapper Assembly swings clear of the be installed in accordance with the fol- water seat, as shown in Figure 3C, lowing criteria: This action permits water flow into the Step 1 . All nipples, fittings, and dew system piping and subsequently to be vices must be clean and free of scale discharged from any open sprinklers, and burrs before installation . Use pipe Page 6 of 12 TFP1041 NOTES: 15 (GREEN i6 1 . SEE FIGURE 3 FOR VALVE t TINT) O PORT IDENTIFICATION, 2. ROUTE 1 /4" TUBING, ITEM 161 4 34 5 34 28 ® 27 6 TO DRIP FUNNEL, ITEM 14. 18 34 3. SLOPE 3/4" ANGLE VALVE, ITEM 9, DOWN TOWARD BACK SLOPE 9 29 34 18 12 OF VALVE TO FACILITATE DOWN ® SUFFICIENT LOW BODY 8 26 27 DRAINAGE. LOCATION 19 34 32 FOR OPTIONAL 36 1 13 ELECTRICALLY 30 11 SUPERVISED d 21 0 0 14 N.O. ALARM 3 0 0 44 CONTROL 41 30 17 0 o VALVE 39 40 0 0 (BVS-3/4") 39 10 0 23 03 / \ 05 30 40 24 34 34 43 01 i 4 INCH (DN100) 33 42 31 MODEL DPV-1 9 Q DRY PIPE VALVE 25 33 7 38 02 37 22 2 NO. DESCRIPTION QTY. P/N 20 NO. DESCRIPTION QTY. P/N 28 3 30 3/4" x 1 /2" x 3/4" Reducing Tee . 0 0 4 0 3 CH 1 250 psi/ 1750 kPa 35 17 31 1 " x 1 " x 1 /2" Air Pressure 32 Reducing Tee . . . . . 1 CH Gauge . . . . . . . . . . . 1 92-343-1 -012 32 1 /4" x 3" Nipple . . . . 2 CH 2 300 psi/ 2000 kPa 33 1 /2' x Close Water Pressure NO. DESCRIPTION QTY. P/N Nipple . . . . . . . . . . . 2 CH Gauge . . . . . . . . . . . 1 92-343-1 -005 34 1 /2" x 1 -1 /2" 3 1 /4" Gauge Test 15 3132" Vent Nipple . 0 . . . 2 . . 0 . 07 CH Valve . . . . . . . . . . . . 2 46-005-1 -002 Fitting . . . . . . . . . . . 1 92-032-1 -002 35 1 /2" x 2" Nipple . . . . 1 CH 4 1 /4" Pressure 16 1 /4" Tube, 36 1 /2" x 2-1 /2" Relief Valve . . . . . . . 1 92-343-1 .020 24" Long . . . . . . . . . 1 CH Nipple . 0 6 0 . 0 . . . . . 1 CH 5 1 /2" Angle Valve . . . 1 46-048.1 -004 17 1 /4" Plug . . . . . . . . a 2 CH 37 1 /2" x 3" Nipple . . . . 1 CH 6 Model AD-1 18 1 /2" Plug . . . . . . . . . 2 CH 38 1 /2" x 3-1 /2" Automatic 19 3/4" Plug . . . . . . . . . 1 CH Nipple . . . . . . . . . . . 1 CH Drain Valve . 0000 . . 1 52-793-2-004 20 1 " Plug . . . . . . . . . . 1 CH 39 3/4" x Close 7 1 /2" Ball Valve . . . . 1 46-050-1 -004 21 1 /2" x 1 /4" Reducing Nipple . . . . 0049 . . . 2 CH 8 1 /2" Swing Bushing . . . . . . . . . 1 CH 40 314' x 1 -1 /2" Check Valve . 0000 . 1 46-049-1 -004 22 1 /2" Union . . . . . . . . 1 CH Nipple . . . . . . . . . . . 2 CH 9 3/4" Angle Valve . . . 1 46-048-1 -005 23 3/4" Union . . . 0000 . 1 CH 41 3/4" x 2" Nipple . . . . 1 CH 10 3/4" Swing 24 1 /2" 90" Elbow . . . . 1 CH 42 3/4" x 3" Nipple . . . . 1 CH Check Valve . . . . . . 1 46-049-1 -005 25 1 /2" 45" Elbow 0000 1 CH 43 1 " x 4" Nipple 0000 . 1 CH 11 2" Angle Valve . . . . 1 46-048-1 -009 26 1 /2" Cross . . . . . . . . 1 CH 44 2" x 4-1 /2" 12 Drip Funnel 27 1 /2" Tee . . . . . . . . . 2 CH Nipple . . . . . . . . . . . 1 CH Connector . . . . . eavi 92-211 -1 -005 28 1 /2" x 1 /4" x 1 /2" 13 Drip Funnel Reducing Tee . . . . . 2 CH All Fittings and Nipples Bracket . 6 4 4 . 6 . . . . 1 92-211 -1 -003 29 1 /2" x 1 /2" x 1 /4" are Galvanized 14 Drip Funnel . . . . . . . 1 92-343-1 -007 Reducing Tee 0000 . 1 CH CH : Common Hardware FIGURE 4 4 INCH (DN100) MODEL DPV- 1 DRY PIPE VALVES - EXPLODED VIEW OF VALVE TRIM - TFP1041 Page 7 of 12 1 1 /2 INCH NPT AIR SUPPLY ; CONNECTION CONTROL VALVE FOR OPTIONAL (NORMALLY ACCELERATOR OPEN) 1 /2 INCH NPT MAIN CONNECTION SYSTEM DRAIN VALVE �s 1 /2 INCH NPT AUTOMATIC AIR SUPPLY NORMALLY CONNECTION DRAIN VALVE FOR OPTIONAL PRESSURE FOR WATERFLOW 1 AIR PRESSURE SWITCH GAUGE CLOSED) B PRESSURE ALARM SLOPE o o DOWN SWITCH 3/4 INCH NPT o o CONNECTION o 0 FOR WATER A / 0 0 MOTOR ALARM / 03 05 1 /2 INCH NPT 2 INCH NPT CONNECTION 01 i CONNECTION DRAIN FOR SYSTEM AIR SUPPLY (; 4 INCH (DN100) 0 ALARM Oa 02 MODEL DPWI TEST VALVE DRY PIPE VALVE (NORMALLY CLOSED) 3/4 1 INCH NPT NOTES: B CONNECTION 1 . INSTALL TRIM ASSEMBLIES IN INCH NPT SYSTEM FOR LOCAL ALPHABETICAL ORDER, WATER SUPPLY CONNECTION SPRINKLER PRESSURE TO DRAIN 2. SEE FIGURE 3 FOR VALVE PORT GAUGE LOW BODY IDENTIFICATION. DRIP DRAIN VALVE 3. ROUTE 1 /4" TUBING TO DRIP FUNNEL. FUNNEL 1 -1 /4 INCH NPT (NORMALLY 4. SLOPE ASSEMBLY B DOWN TOWARD CONNECTION CLOSED) BACK OF VALVE TO FACILITATE TO DRAIN SUFFICIENT LOW BODY DRAINAGE. FIGURE 5 41NCH (DN100) MODEL DPV- 1 DRY PIPE VALVES — ASSEMBLY PROCEDURE FOR VALVE TRIM — Dim . A Flange Nominal Dimensions, Bolt Circle Drilling Inches (mm) (8 Holes) Specification A B 0 o ANSI 816. 1 (Class 125) 7.50 19015 0 .75 19,0 ! � ) Dim. B AS 2129 (Table E) 7. 00 17810 0.71 18, 0 v ©�� Bolt Hole ISO 2084 (PN16) * 7.09 18090 0.71 1810 Diameter JIS B 2210 (10K) I 6.89 (175 10) 0.75 (19 10) * Same drilling as for BS 4504 Section 3. 2 (PN16) and DIN 2532 (PN16) . TABLE B — DIMENSIONAL SPECIFICATIONS FOR SELECTION OF FLANGE DRILLING Page 8 of 12 TFP1041 thread sealant sparingly on male pipe having jurisdiction and/or the National drain any remaining water in trapped threads only. Electric Code. sections . Close each drain valve as Step 2. The DPV• 1 Valve must be Step 12 . Before a system hydrostatic soon as water ceases to discharge. trimmed in accordance with Figures 4 test is performed in accordance with Also partially open the Low Body Drain or 5 , as applicable. If the DPV- 1 is to NFPA 13 system acceptance test re- Valve ( Fig . 5) to assure that the riser is be equipped with a Dry Pipe Valve quirements , the Clapper Assembly is completely drained . Close the Low Accelerator, refer to the Technical Data to be manually latched open ( Ref. Fig . Body Drain Valve as soon as water Sheet TFP1100 for the Model QRS 3D) ; the Automatic Drain Valve ( Item 6 , ceases to discharge. Electronic Dry Pipe Valve Accelerator Fig . 4) is to be temporarily replaced Step 8. Refer to Table A and then rem or TFP1112 for the Model ACC- 1 Me- with a 1 /2 inch NPT plug , the 3/32 inch store the system to the normal system chanical Dry Pipe Valve Accelerator, Vent Fitting ( Item 15 , Fig . 4) is to be air pressure as necessary to hold the Step 3. Care must be taken to make temporarily replaced with a 1 /4 inch DPV- 1 Valve closed . sure that check valves , strainers , NPT plug, and the Handhole Cover Step 9. Depress the plunger on the globe valves, etc . are installed with the Bolts are to be tightened using a cross- Automatic Drain Valve to make sure it flow arrows in the proper direction , draw sequence , is open and that there is no air dis- Step 4. Drain tubing to the drip funnel charging . must be installed with smooth bends Valve Setting The absence of air discharging from that will not restrict flow. the Automatic Drain Valve is an indica- Step 5. The main drain and drip funnel Procedure tion of a properly set air seat within the drain may be interconnected provided DPV- 1 Valve . If air is discharging , refer Y p Steps 1 through 12 are to be per- to the Care and Maintenance section a check valve is located at least 12 formed when initially setting the Model under Automatic Drain Valve Inspec- inches (300 mm) below the drip funnel . DPV- 1 Dry Pipe Valve; after an opera- tion to determine/correct the cause of The Low Body Drain Valve (Item 9 - tional test of the fire protection system ; the leakage problem . Fig . 4) may be piped so as to discharge or, after system operation due to a fire . into the Drip Funnel or to a separate Step 10. If the DPV- 1 is equipped with drain . Step 1 . Close the Main Control Valve, a Dry Pipe Valve Accelerator, reset the Ste 6. Suitable provision must be and close the Air Supply Control Valve Dry Pipe Valve Accelerator in accord- p P (Fig . 5) . If the DPV- 1 is equipped with ance with its Technical Data Sheet made for disposal of drain water. a Dry Pipe Valve Accelerator, remove ( Refer to TFP1100 for the QRS or Drainage water must be directed such the Dry Pipe Valve Accelerator from TFP1112 for the ACC- 1 ) . that it will not cause accidental dam - service in accordance with its Techni- age to property or danger to persons. cal Data Sheet (Refer to TFP1100 for Step 11 . Partially open the Main Con- Step 7. Unused pressure alarm switch the QRS or TFP1112 for the ACC- 1 ) . trol Valve . Slowly close the Main Drain Valve as soon as water discharges and/or water motor alarm connections Step 2. Open the Main Drain Valve from the drain connection . must be plugged. ( Fig . 5) and all auxiliary drains in the Step 8. The Pressure Relief Valve pro- system . Close the auxiliary drain Depress the plunger on the Automatic vided with the Valve Trim is factory set valves after water ceases to discharge. Drain Valve to make sure that it is open to relieve at a pressure of approxi- Leave the Main Drain Valve open . and that there is no water discharging . The absence of water discharging mately 45 psi (3 , 1 bar) , which can typi- Step 3. Depress the plunger of the from the Automatic Drain Valve is an cally be used for a maximum normal Automatic Drain Valve (Fig . 5) to verify indication of a properly set water seat system air pressure of 40 psi (2 ,8 bar) . that it is open and that the DPV- 1 Valve within the DPV- 1 Valve . If water is dis- The Pressure Relief Valve may be re- is completely drained . charging , refer to the Care and Main- set to a lower or higher pressure ; how- ever, it must be be reset to relieve at a Step 4. Open the Optional Alarm Con - tenance section under the Automatic pressure which is in accordance with trol Valve ( Fig . 4) , as applicable, if it Drain Valve Inspection to deters, the requirements of the Authority Hav- was closed to silence local alarms . mine/correct the cause of the leakage Ing Jurisdiction , Step 5. As necessary, replace all problem . To reset the Pressure Relief Valve , first sprinklers that have operated . Re- If there are no leaks, the DPV- 1 Valve loosen the jam nut and then adjust the placement sprinklers must be of the is ready to be placed in service and the cap accordingly — clockwise for a same type and temperature rating as Main Control Valve must then be fully higher pressure setting or counter- those which have operated . opened . clockwise for a lower pressure setting . After verifying the desired pressure NOTE NOTE setting , tighten the jam nut. In order to prevent the possibility of a After setting a fire protection system, subsequent operation of an over- notify the proper authorities and ad- Step 9. Installation of an Air Mainte- heated solder type sprinkler, any sol- vise those responsible for monitoring nance Device , as described in the der type sprinklers which were possi- proprietary and/or central station Technical Data Section , is recom- bly exposed to a temperature greater alarms, mended . than their maximum rated ambient Step 12. Once a week after a valve is Step 10. An Inspector's Test Connec- must be replaced. reset following an operational test or tion as required By NFPA 13 must be Step 6. Push down on the Reset Knob system operation , the Low Body Drain provided on the system piping at the ( Fig . 3E) to allow the Clapper Assem- Valve (and any low point drain valves) most remote location from the Model bly to reseat. should be partially opened (and then DPV- 1 Valve . subsequently closed) to relieve drains, Step 11 . Conduit and electrical con- Step 7. Pressurize the system with air back water. Continue this procedure nections are to be made in accordance (or nitrogen ) to 10 psi (0,7 bar) , and until drain -back water is no longer pre- then individually open all auxiliary sent. with the requirements of the authority drain valves in the system piping to TRP1041 Page 9 of 12 12 6" 12" 14" (300 mm) (150 mm) (300 mm) (355 mm) O 17m1 /4" ® (440 mm) 13-5/8" (346. 1 FxF, FxGxG, db4 or GxG ➢qP 0 2- 1 /2" (65 mm) FIGURE 6 4 INCH (DN100) MODEL DPV- 1 DRY PIPE VALVE — NOMINAL INSTALLATION DIMENSIONS — Care and Before closing a fire protection system Step 5. Reset the DPV- 1 Valve in ac- main control valve for maintenance cordance with the Valve Setting Proce- work on the fire protection system that dure. Maintenance itcontrols, permission to shutdown the affected fire protection systems must NOTE The following procedures and rndiode-- first be obtained from the proper It is recommended that the require- tions should be performed as authorities and all personnel who may meet of NFPA 25 to annually inspect cated , in addition to any specific re- be affected by this decision must be the inside of the valve be performed at quirements of the NFPA , and any notified. this time and prior to resetting the impairment must be immediately cor- DPV- 1 Valve. Refer to the Automatic rected. Annual Operation Test Procedure Drain Valve Inspection sub-section The owner is responsible for the in- Proper operation of the DPV- 1 Valve Steps 2 through 5 for instructions with spection , testing , and maintenance of (i .e. , opening of the DPV- 1 Valve dur- regard to the inspection of the Clapper their fire protection system and de- ing a fire condition) should be verified Facing. vices in compliance with this docu - at least once a year as follows: ment, as well as with the applicable Step 1 . If water must be prevented Quarterly Waterflow Alarm Test standards of the National Fire Protec- from flowing beyond the riser, perform Procedure tion Association (e.g . , NFPA 25) , in the following steps. Testing of the system waterflow alarms addition to the standards of any should be performed quarterly. To test authority having jurisdiction . The in- • Close the Main Control Valve . the waterflow alarm , open the Alarm stalling contractor or product manufac- . Open the Main Drain Valve . Test Valve, which will allow a flow of turer should be contacted relative to water to the Waterflow Pressure Alarm any questions. • Open the Main Control Valve one Switch and/or Water Motor Alarm . turn beyond the position at which Upon satisfactory completion of the It is recommended that automatic water just begins to flow from the test, close the Alarm Test Valve . sprinkler systems be inspected , Main Drain Valve . tested , and maintained by a qualified . Close the Main Drain Valve. Water Pressure Inspection Inspection Service. The Water Pressure Gauge is to be Step 2. Open the system's Inspector's inspected monthly (per NFPA 25) to NOTES Test Connection , ensure that normal system water pres- The operational test procedure and Ste 3Verify that the DPV- 1 Valve has sure is being maintained . waterflow pressure alarm test proce- p . y dure will result in operation of the as- operated , as indicated by the flow of Air Pressure Inspection sociated alarms. Consequently, notifi- water into the system and that all wa- The Air Pressure Gauge is to be in" cation must first be given to the owner terflow alarms operate properly. spected monthly (per NFPA 25) to en- and the fire department, central sta- Step 4. Close the system's Main Con- sure that normal system air pressure tion, orothersignal station to which the trot Valve. is being maintained , alarms are connected. Page 10 of 12 TFP1041 Automatic Drain Valve Inspection Limited The Automatic Drain Valve should be inspected monthly (per NFPA 25) by depressing the plunger and checking Warranty to ensure that the Automatic Drain Valve is not discharging water and/or air. A discharge of water and/or air is Products manufactured by Tyco Fire an indication that the air and/or water Products are warranted solely to the seats are leaking , which could sub- original Buyer for ten ( 10 ) years sequently cause a false operation against defects in material and work- should the intermediate chamber be- manship when paid for and properly come inadvertently pressurized . installed and maintained under normal If leakage is resent, take the DPV- 1 use and service. This warranty will ex- g P pire ten (10) years from date of ship- Valve out of service (i . e. , close the ment by Tyco Fire Products . No warm main control valve , open the main ranty is given for products or drain valve , close the air supply control components manufactured by compa- valve, remove the Dry Pipe Valve Ac- nies not affiliated by ownership with celerator from service, as applicable, Tyco Fire Products or for products and in accordance with its Technical Data components which have been subject Sheet ( Refer to TFP1100 for the QRS to misuse, improper installation , corro- or TFP1112 for the ACC- 1 ) , and open sion , or which have not been installed , the Inspector's Test Connection to re- maintained , modified or repaired in ac- lieve the system air pressure to 0 psig cordance with applicable Standards of as indicated on the System Air Pres- the National Fire Protection Associa- sure Gauge) , and then after removing tion , and/or the standards of any other the Handhole Cover, perform the fol- Authorities Having Jurisdiction . Mate" lowing steps : rials found by Tyco Fire Products to be Step '1 . Make sure that the Seat Ring defective shall be either repaired or is clean and free of any nicks or signifi- replaced , at Tyco Fire Products' sole cant scratches . option . Tyco Fire Products neither as- sumes, nor authorizes any person to Step 2. Remove the Clapper Assem - assume for it, any other obligation in bly from the valve by first pulling out connection with the sale of products or the Hinge Pin . parts of products . Tyco Fire Products Step 3. Disassemble the Clapper Fac- shall not be responsible for sprinkler Ing Retainer from the Clapper so that system design errors or inaccurate or the Clapper Facing can be removed incomplete information supplied by and inspected . Make sure that the Buyer or Buyer's representatives. Clapper Facing does not show signs of IN NO EVENT SHALL TYCO FIRE compression set, damage , etc . Re- PRODUCTS BE LIABLE , IN CON- place the Clapper Facing if there is any TRACT, TORT, STRICT LIABILITY OR signs of wear. UNDER ANY OTHER LEGAL THE- Step 4. Clean the Clapper Facing , ORY, FOR INCIDENTAL, INDIRECT, Clapper, and Clapper Facing Retainer, SPECIAL OR CONSEQUENTIAL and then reassemble the Clapper As- DAMAGES , INCLUDING BUT NOT sembly. LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO Step 5. Reinstall the Clapper Assem- FIRE PRODUCTS WAS INFORMED bly with its Hinge Pin and then reinstall ABOUT THE POSSIBILITY OF SUCH the Handhole Cover. DAMAGES , AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI - ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE . THE FOREGOING WARRANTY 1S MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WAR AR NTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE. TFP1041 Page 11 of 12 Accessories : Other DPV 1 Dry Pipe Valves : Ordering Order the Technical Data Sheets for the following , as applicable, for details NOTES Procedure and additional accessories : Other DPV- f Dry Pipe Valves are valves ordered with a any combination NOTE Model PS10-2A of flange, threaded ports, or groove Refer to Table B for Flange Drilling Potter Electric outside diameter not offered under Specifications. waterflow p Pressure Alarm Standard DPV4 Dry Pipe Valve" of- Part Numbers for factory pre-trimmed Switch . . . . . . . . . . . . . . . . P/1\154-281 -1 -002 ferings. Model DPV- 1 Valves are provided in Model WMA-1 Water Motor Valves with NPT threaded ports are the Price Book. Alarm . . . , , 0 . 110 . . , . , , P/N 52-630-1 .001 intended for use with the "Standard Model AMD-1 Galvanized DPV4 Valve Trim" offered Standard DPV-1 Dry Pipe Valve Air Maintenance and detailed in this document. Valves (American Standard Flange Mod i ce, . 0 q 0 0 d 0 " 0111 . . P/N 52-324-2-002 with ISO threaded ports are intended Drilling , Threaded Ports, and Air Maintenance for use with special order trim that is Groove Outside Diameter, as appli- Device, . P/N 52-326-2-001 provided by local distributors to meet cable): Model AMD-3 the specific needs of certain localities. Specify: 4 Inch/DN -100 Model DPV- 1 Nitrogen Please contact your local distributor Dry Pipe Valve with (specify inlet X Maintenance De- vice . . . . . . . . . . . . . . . . . . P/N52-328-2-001 regarding valves and valve trim for outlet) end connections, P/N (specify) . specific localities. G x G, Replacement Valve Parts : Specify: 4 Inch/DN100 Model DPV- 1 4.50 inch (11413 Dry Pipe Valve with (specify inlet x mm) O. D. Specify : (description) for use with 4 Groove x4.50 Inch/DN100 Model DPV- 1 Dry Pipe outlet) connections with (specify NPT inch (114,3 mm) Valve , P/N (see Figure 1 ) . or ISO) threaded ports , P/N (specify) . O. D. Groove . . . . . . . . . . . P/N 52.309-1 -913 FxG, Part Numbers For Other ANSI Drilled Flange x 4.50 p Dry Replacement Trim Parts : Model DPV-1 D Pipe Valves: inch (114,3 mm) Specify: (description) for use with 4 O.D. Groove . . . . . . . . . . . P/N 52-309-1 -413 Inch/DN100 Model DPV 1 Dry Pipe Other 4 Inch Valves with NPT Ports F x F, Valve , P/N (see Figure 4) . ANSI Drilled F x G, Flange x ANSI Weights: ISO Flange x Drilled Flanged . . . . . . . . . P/N 52-309-1 -013 The following are the nominal weights for 4.50°(114,3 the valves and trim: mm) Outside Standard Galvanized DPV-1 Trim Dia. Groove , . . . . . . . . . . P/N52-309-1 -253 (Ref. Figure F): 4 Inch (100 mm) F x G, Specify : 4 Inch DPV- 1 Semi- Press- Model DPV-1 AS Flange x sembled Galvanized Trim , G x G DryPipe Valve 11 . 11 . . . . . 57lbs. (26 kg) 4.5011(114,3 4 Inch (100 mm) mm) Outside P/N 52-309-2-001 . Model DPV-1 Dia. Groove . . . . . . . . . . . P/N 52-309-1 -613 Optional Accelerator: F x G Dry Pipe Valve . . . . . . . . . . 67 lbs. (31 kg) F x G , 4 Inch (100 mm) JIS Flange x Model DPV-1 4.50°(11413 Model QRS Electronic F x F Dry Pipe Valve. . . . . . . . . . . 77 lbs. (36 kg) mm) Outside Accelerator 4 Inch (100 mm) Valve Trim . . . . . . 30 lbs. (14 kg) Dia. Groove . . . . . . . . . . . WN 52-309-1 -813 (Details provided in TFP1100) F x F, ISO Flange x ISO Flange, . . . . . . . . . . . P/N 52-309-1 -133 Specify: Model QRS Electronic Dry F x F, Pipe Valve Accelerator Package , AS Flange x P/N 52-312-2- 101 . AS Flange . . . . . . . . . . . . P/N 52-309-1 -513 FxF, JIS Flange x Model ACC-1 Mechanical JIS Flange . . . . . . . . . . . . P/N 52-309-1 -713 Accelerator (Details provided in TFP1112) Other 4 Inch Valves with ISO Ports Specify: Model ACC- 1 Dry Pipe Ac- G x G, celerator, P/N 52-311 -1 -001 , and 4.501;(11413 mm) Outside Galvanized Accelerator Trim for Dia. Groove x Model DPW1 Dry Pipe Valve , 4.50°(114.3 P/N 52-311 -2-010. mm) Outside Dia. Groove . . . . . . . . . . . P/N 52-309-1 -923 Optional 600 PSI Water Pressure F xISO Flange x Gauge: 4.5011(11413 mm) Outside Specify : 600 PSI Water Pressure Dia, Groove . . . . . . . . . . . P/N 52-309-1 -213 Gauge , P/N 92-343- 1 -004. F F, ISO Flange x ISO Flange. . . . . . . . . . . . P/N 52-309-1 -113 Page 12 of 12 TFP1041 TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 tqcoFire & Building. Products CENTRAL mmmmw Customer Service/Sales: Technical Services : Tel : (800) 381 -9312 / Fax : (800) 791 -5500 Tel : (215) 362-0700 / (800) 523-6512 Fax: (215) 362-5385 Series TY-FRB — 2. 8, 4. 2, 5. 6, and 8. 0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of the appli- u - Description cable approval agencies, the testing is I not representative of all possible cor- The Series TY FRB , 2. 8 , 4. 2 , 5 . 6 , and rosive atmospheres . Consequently, it 8 . 0 K- factor, Upright and Pendent is recommended that the end user be Sprinklers described in this data sheet consulted with respect to the suitability are quick response - standard cover- of these coatings for any given corro- age, decorative 3 mm glass bulb type sive environment. The effects of ambi- sra sprinklers designed for use in spray p g ent temperature , concentration of - �-- light or ordinary hazard , commercial chemicals , and gas/chemical velocity, occupancies such as banks, hotels , should be considered , as a minimum , T - � shopping malls , etc, along with the corrosive nature of the I _ The recessed version of the Series chemical to which the sprinklers will be TY FRB Pendent Sprinkler, where ap- exposed , plicable, is intended for use in areas An intermediate level versions of the with a finished ceiling , it uses either a Series TY- FRB Pendent Sprinklers are two-piece Style 10 ( 1 /2 inch NPT) or detailed in Technical Data Sheet Style 40 (3/4 inch NPT) Recessed Es- TFP356 , and Sprinkler Guards are dew cutcheon with 1 /2 inch ( 12 ,7 mm) of tailed in Technical Data Sheet TFP780 recessed adjustment or up to 3/4 inch s F ( 19 , 1 mm) of total adjustment from the WARNINGS flush pendent position, or a two-piece The Series TY-FRB Sprinklers de- t Style 20 ( 1 /2 inch NPT) or Style 30 (3/4 scribed herein must be installed and inch NPT) Recessed Escutcheon with maintained in compliance with this - ' 1 /4 inch (6,4 mm) of recessed adjust- document, as well as with the applica- ment or up to 1 /2 inch ( 12 , 7 mm) of ble standards of the National Fire Prow total adjustment from the flush pen - tection Association, in addition to the TY3231 - Pendent 5.6K, 1 /2" NPT dent position . The adjustment provided standards of any other authorities hav- TY4131 - Upright 8.01K, 3/4" NPT by the Recessed Escutcheon reduces ing jurisdiction. Failure to do so may TY4231 - Pendent B.OK, 3/4" NPT the accuracy to which the fixed pipe Impair the performance of these dem drops to the sprinklers must be cut. vices. Technical Corrosion resistant coatings, where The owner is responsible for maintain- applicable, are utilized to extend the ing their fire protection system and de- Data life of copper alloy sprinklers beyond vices in proper operating condition. that which would otherwise be ob- The installing contractor or sprinkler Approvals tained when exposed to corrosive at- manufacturer should be contacted UL and C-UL Listed. with any questions. FM , LPCB, and NYC Approved . ( Refer to Table A for complete approval IMPORTANT information including corrosion resis- Always refer to Technical Data tant status . ) Sheet TFP700 for the "INSTALLER Model/Sprinkler Maximum Working Pressure WARNING' that provides cautions - 175 psi ( 12 , 1 bar) with respect to handling and instal- Identification lation of sprinkler systems and com- Discharge Coefficient ponents. Improper handling and in- Numbers K = 2. 8 GPM/psis /2 (40, 3 LPM/bare /2) stallation can permanently damage K = 4. 2 GPM/psi1 /2 (60, 5 LPM/bare /2) a sprinkler system or its compo- TY1131 - Upright 2.8K, 1 /2" NPT K = 5. 6 GPM/psis /2 (80, 6 LPM/bare /2) nents and cause the sprinkler to fail TY1231 - Pendent 2.81K, 1 /2 " NPT K = 8. 0 GPM/psis /2 ( 115 , 2 LPM/bare/2) to operate in a fire situation or cause TY2131 - Upright 4.2K, 1 /2" NPT Temperature Ratings it to operate prematurely. TY2231 - Pendent C2K, 1 /2" NPT Refer to Table A and B TY3131 - Upright 5.6K, 1 /2" NPT Page 11 of 8 JULY, 2004 TFP171 Page 2 of 8 TFP171 ESCUTCHEON 7/16" ( 11 , 1 mm) STYLE 10 or 20 PLATE SEATING „ ** NOMINAL RECESSED SURFACE 1 /2 MAKE-IN ESCUTCHEON SSU NPT DEFLECTOR 5 7/1 m 5 2-1 /411 (11 , 1 mm) 4 11 (57,2 mm) NOMINAL MAKE-IN 2 'T 1 -9/16” 2-3/16" (39,7 mm) WRENCH 3 FLATS (55,6 mm) 1 7 SSP DEFLECTOR * 2-7/8" (73,0 mm) DIA. — 1 /2" NPT ** PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression 7 - Bushing orifice seat on frame. Screw ** Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE i QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY1131) AND PENDENT (TY1231) SPRINKLERS 2.8 K=FACTOR, 1/2 INCH NPT ESCUTCHEON 7/16" (11 , 1 mm) STYLE 10 or 20 PLATE SEATING ** NOMINAL RECESSED SURFACE 1 /2 NPT MAKE IN ESCUTCHEON DEFLECTOR 6* 2 3/16" 7/16" 5 (11 , 1 mm) (55,6 mm) NOMINAL 4 MAKE- IN YFLATS 2 (38,1 mm) 2-3/16"H (55,6 mm) 3 1 SSP DEFLECTOR * 2-7/8" (73,0 mm) DIA. 1 /2" NPT ** PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw ** Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K-FACTOR, 1/2 INCH NPT `ro Finishes Bulb . . . . Glass Sprinkler : Refer to Table A and B Compression Screw . . . . . Bronze Operation m Recessed Escutcheon : White Coated , Deflector , Copper/Bronze Chrome Plated , or Brass Plated Bushing (K=2. 8) Bronze The glass Bulb contains a fluid which a expands when exposed to heat . When 2 Physical Characteristics the rated temperature is reached , the Frame . . . . . . . . . Bronze fluid expands sufficiently to shatter the ¢ Button . . . . Brass/Copper glass Bulb, allowing the sprinkler to C activate and water to flow. a Sealing Assembly . . . . . . . . . . o Beryllium Nickel w/Teflont } TFP171 Page 3 of 8 ESCUTCHEON 7/16" ( 11 , 1 mm) STYLE 10 or 20 PLATE SEATING ** NOMINAL RECESSED SURFACE NPT -IN ESCUTCHEON DEFLECTOR 6* 7/16" 5 2-3/16" �- (11 , 1 mm) (55,8 mm) NOMINAL 4 MAKE-IN (38, 1 /mm) 2-3/16° 2 WRENCH (55,6 mm) FLATS 3 1 SSP DEFLECTOR * 2-7/8" (73,0 mm) DIA. —^ I 1 /2" NPT ** PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw ** Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY3131) AND PENDENT (TY3231) SPRINKLERS 5. 6 K-FACTOR, 112 INCH NPT ESCUTCHEON 1 /2" (12,7 mm) STYLE 30 or 40 PLATE SEATING ** NOMINAL RECESSED SURFACE 3/4 MAKE-IN ESCUTCHEON SSU NPT � DEFLECTOR 6* 1 /2" 5 2-5/16" (12,7 mm) (58,7 mm) NOMINAL 4 MAKE-IN 1 -9/16" I Z2-1 /4" 2 (39,7 mm) WRENCH (57,2 mm) FLATS 3 1 SSP DEFLECTOR * 2-7/8" (73,0 mm) DIA. 3/4" NPT ** PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw ** Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4131) AND PENDENT (TY4231) SPRINKLERS 8. 0 K-FACTOR, 3/4 INCH NPT Listing is based on the requirements of Design NFPA 13 , and FM Approval is based Installation on the requirements of FM 's Loss Pre- Criteria vention Data Sheets ) . Only the Style The Series TY-FRB Sprinklers must be 10 , 20 , 30, or 40 Recessed Escutch- installed in accordance with the follow- The Series TY FRB Pendent and Up- eon , as applicable , is to be used for ing instructions : right Sprinklers are intended for fire recessed pendent installations, protection systems designed in ac- NOTES cordance with the standard installation Do not install any bulb type sprinkler if rules recognized by the applicable the bulb is cracked or there is a loss of Listing or Approval agency (e. g . , UL liquid from the bulb. With the sprinkler Page 4 of 8 TFP171 SPRINKLER FINISH (See Note 7) inch NPT sprinkler joint should be ob- tained with a torque of 10 to 20 ft. lbs. K TYPE TEMP. BULB NATURAL CHROME WHITE*** (13, 4 to 26, 8 Nm). A maximum of 30 LIQUID BRASS I PLATED POLYESTER ft. lbs. (40, 7 Nm) of torque is to be used to install sprinklers with 3/4 NPT con- 135°F/57°C Orange nections. Higher levels of torque may PENDENT 155017/680C Red distort the sprinkler inlet and cause (TY1231 ) 1 , 21315 leakage or impairment of the sprinkler. and 175017/790C Yellow UPRIGHTDo not attempt to make-up for insuffi- 200° F/93°C Green cient adjustment in the escutcheon 2.8 (TY1131 ) 2860F/1410C Blue plate by under- or over-tightening the 1 /2" sprinkler. Readjust the position of the NPT 135°F/57°C Orange sprinkler fitting to suit. RECESSE PENDENT ° The Series TY-FRB Pendent and Up- 155 F/68°C Red (TY1231 )* 175017/790C Yellow right Sprinklers must be installed in Figure 5Zoo° F/93°C Green 1 , 2, 5 accordance with the following instruc- tions. 1350F/570C Orange Step 1 . Pendent sprinklers are to be RECESSED155°F/68°C Red installed in the pendent position , and PENDENT upright sprinklers are to be installed in (TY1231 )** 175°17/79°C Yellow the upright position. Figure 6 200°17/93°C Green Step 2. With pipe thread sealant ap- 135° F/57°C Orange plied to the pipe threads, hand tighten PENDENT the sprinkler into the sprinkler fitting. 155° F/68°C Red (TY2231 ) Step 3. Tighten the sprinkler into the and 175°F/790C Yellow sprinkler fitting using only the W-Type UPRIGHT 2o0°F/93°C Green 6 Sprinkler Wrench (Ref. Figure 13) . 42 (TY2131 ) With reference 2860F/1410C Blue 1 2 4, the W-Type 6tSpr Figures Wrench is to NPT 135°F/57°C Orange be applied to the sprinkler wrench RECESSED ° flats. PENDENT 155 F/68°C Red (TY2231 )* 175017/790C Yellow The Series TY-FRB Recessed Pen- Figure 7 200°F/93°C Green dent Sprinklers must be installed in accordance with the following instruc- 135° F/57°C Orange tions. RECESSED 155°F/68°C Red Step A. After installing the Style 10 . PENDENT (TY2231 )** 175°17/79°C Yellow 20 , 30, or 40 Mounting Plate, as appli- cable, over the sprinkler threads and Figure 8 200017/930C Green with pipe thread sealant applied to the pipe threads, hand tighten the sprin- NOTES: kler into the sprinkler fitting. I . Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. Step B . Tighten the sprinkler into the 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Response Sprinklers. sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench Ref. 3. Approved by Factory Mutual Research Corporation (FM ) as Quick Response Sprin- p ( klers. Figure 14) . With reference to Figure 1 , 5. Approved by the City of New York under MEA 354-01 -E. 21 3 , and 4, the W-Type 7 Recessed 7. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprin- Sprinkler Wrench is to be applied to klers are UL and C-UL Listed as Corrosion Resistant Sprinklers, the sprinkler wrench flats . * Installed with Style 10 ( 1 /2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Step C. After the ceiling has been in- Recessed Escutcheon, as applicable. ** Installed with Style 20 (1 /2" NPT) or Style 30 (3/4" NPT) 1 /2" Total Adjustment stalled or the finish coat has been ap- Recessed Escutcheon , as applicable, plied , slide on the Style 10 , 20 , 30 , or *** Frame and Deflector only. Listings and approvals apply to color (Special Order) . 40 Closure over the Series TY-FRB N/A: Not Available Sprinkler and push the Closure over the Mounting Plate until its flange TABLE A comes in contact with the ceiling . LABORATORY LISTINGS AND APPROVALS 2.8 AND 4.2 K-FACTOR SPRINKLERS held horizontally, a small air bubble A leak tight 112 inch NPT sprinkler joint should be present. The diameter of the should be obtained with a torque of 7 air bubble is approximately 1/16 inch to 14 ft. lbs, (9, 5 to 19) 0 Nm). A maxi- (1, 6 mm) for the 135°F/570C to 3/32 mum of 21 ft. lbs. (28, 5 Nm) of torque inch (2, 4 mm) for the 286 *F/141 °C may be used to install sprinklers with temperature ratings. 112 NPT connections. A leak tight 314 TFP171 Page 5 of 8 SPRINKLER FINISH (See Note 8) K TYPE TEMP. BULB NATURAL CHROME WHITE*** LEAD LIQUID BRASS PLATED POLYESTER COATED 135017/570C Orange PENDENT 155017/660C Red (TY3231 ) 1 , 213; 41516, 7 19 2, 3, 5 and 175017/790C Yellow UPRIGHT 200017/930C Green 5.6 (TY3131 ) 2860F/1410C Blue 1 /2" NPT 135017/570C Orange RECESSED 155017/680C Red PENDENT 1 , 2, 4, 5 N/A (TY3231 )* 1750F/790C Yellow Figure 9 200017/930C Green 135°F/570C Orange RECESSED 155° F/680C Red PENDENT 1 , 23 3, 49 5 1j2, 415 N/A (TY3231 )** 1750F/79°C Yellow Figure 10 200° F/930C Green 135017/570C Orange PENDENT 155° F/680C Red (TY4231 ) 1 , 2, 5 and 1750F/790C Yellow 11 2 , 314s 51617 UPRIGHT 200017/930C Green 8.0 (TY4131 ) 2860F/1419C Blue 3/4" NPT 135017/570C Green RECESSED 155017/680C Orange PENDENT 1 , 21415 N/A (TY4231 )* 1750F179°C Red Figure 11 200017/930C Yellow 135° 17/57C Orange RECESSED 155°F/68°C Red PENDENT 11213, 4s5 N/A (TY4231 )** 1750F/790C Yellow Figure 12 200017/930C Green NOTES: 1 . Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc, for use in Canada (C-UL) as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. 4. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/04) as Quick Response Sprinklers; however, the LPCB does not rate the thermal sensitivity of recessed sprinklers. 5. Approved by the City of New York under MEA 354-01 -E. 6. VdS Approved (For details contact Tyco Fire & Building Products, Enschede, Netherlands, Tel , 31 -53-428-4444/Fax 31 -53-428-3377). 7. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers, 8. Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed , the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion Resistant Sprinklers. * Installed with Style 10 (1 /2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. ** Installed with Style 20 (1 /2" NPT) or Style 30 (3/4" NPT) 1 /2" Total Adjustment Recessed Escutcheon, as applicable. *** Frame and Deflector only. Listings and approvals apply to color (Special Order) . N/A: Not Available TABLE B LABORATORY LISTINGS AND APPROVALS 5. 6 AND 8. 0 K-FACTOR SPRINKLERS Page 6 of 8 TFP171 2-7/8" DIA. 2-7/8" DIA. 5/8±1 /4" (73,0 mm) 3/4" (19, 1 mm) (73,0 mm) 1l2±1 /B" 1 /2" (12,7 mm) (15 ,9±6,4 mm) 2-1 /4" DIA. 1 /4" (6,4 mm) (12,7±3,2 mm) 2-114" DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) MOUNTING FACE OF (57,2 mm) SPRINKLER PLATE SPRINKLER MOUNTING PLATE FITTING FITTING 1 /8" 1 /8" (3,2 mm) (�m) T� 7 MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 1 -5/16" (33,3 mm) CLOSURE SERIES 1 -5/16" (3333 mm) TY-FRB 13/16" (20,6 mm) TY-FRB 1 -1 /16" (27,0 mm) FIGURE 5 FIGURE 6 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT 2.8 K-FACTOR, 112 INCH NPT 2-7/8" DIA, 2-7/8" DIA. 5/8±1 /4" (73,0 mm) 3/4" (19,1 mm) 1 /2±1 /8' (73,0 mm) 1 /2" (12,7 mm) (15,9±6,4 mm) 2-1/4" DIA. 1/4' (6,4 mm) (12,7±3,2 mm) 2-1 /4" DIA. 1 /4!' (6,4 mm) FACE OF (57,2 mm) MOUNTING FACE OF (57,2 mm) SPRINKLER PLATE SPRINKLER MOUNTING PLATE FITTING FITTING 1 /8" I 1 /8" (3,2 mm) (3,2 m) T MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 1 -1 /4" (31 ,8 mm) CLOSURE SERIES 1 -1 /4" (31 ,8 mm) TY-FRB 3/4" (19,1 mm) TY-FRB 1 ' (25,4 mm) FIGURE 7 FIGURE 8 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT WITH TWD-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 112 INCH NPT 4.2 K-FACTOR, 112 INCH NPT used to cover a clearance hole, may and after installation . Sprinklers dam- Care and delay the time to sprinkler operation in aged by dropping , striking , wrench a fire situation, twist/slippage, or the like, must be re- Maintenance Sprinklers that are found to be leaking placed . Also replace any sprinkler that or exhibiting visible signs of corrosion has a cracked bulb or that has lost The Series TY FRB Sprinklers must be g g maintained and serviced in accord- must be replaced . liquid from its bulb. ( Ref. Installation Section) . ance with the following instructions: Automatic sprinklers must never be Frequent visual inspections are rec- painted , plated , coated or otherwise q p NOTES altered after leaving the factory. Modi- ommended to be initially performed for Before closing a fire protection system fled sprinklers must be replaced . corrosion resistant coated sprinklers, main control valve for maintenance Sprinklers that have been exposed to after the installation has been com - work on the fire protection system that corrosive products of combustion , but pleted , to verify the integrity of the cor- itcontrols, permission to shutdown the have not operated, should be replaced rosion resistant coating . Thereafter, affected fire protection system must be if they cannot be completely cleaned annual inspections per NFPA 25 obtained from the proper authorities by wiping the sprinkler with a cloth or should suffice ; however, instead of in - and all personnel wh maybe affected by brushing it with a soft bristle brush , specting from the floor level , a random by this action must be notified. sampling of close- up visual inspec- Care must be exercised to avoid dam- tions should be made , so as to better Absence of an escutcheon, which is age to the sprinklers - before, during , determine the exact sprinkler condi- TFP171 Page 7 of 8 2-7/8" DIA. 2-7/8" DIA. 5/811 /4" (73,0 mm) 3/4" (1911 mm) 1 /2t1 /8" (73,0 mm) 1 /2" (12,7 mm) (15,9±6,4 mm) r 2-1 /4" DIA. y 1/4" (6,4 mm) (12,713,2 mm) 2-114" DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) MOUNTING FACE OF (5712 mm) MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1 /8" (3,2 mm) MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 1 -1 /4" (31 ,8 mm) CLOSURE SERIES 1 -1 /4" (31 ,8 mm) TY-FRB 34' (19, 1 mm) TY FRB 1 " (25,4 mm) FIGURE 9 FIGURE 10 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT WITH TWD-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT 5, 6 K-FACTOR, 1/2 INCH NPT 2-7/8" DIA. 2-7/8" DIA. 5/811 /4" (73,0 mm) .3/4" (19,1 mm) 1 /211 /8" (73,0 mm) 1 /2" (12,7 mm) (15,9±6,4 mm) 2-1 /4" DIA. 1 /4" (6,4 mm) (12,7±3,2 mm) 2-1 /4" DIA. ��� 111 1 /4" (6,4 mm) FACE OF (57,2 mm) MOUNTING FACE OF (57,2 mm) I MOUNTING SPRINKLER PLATE SPRINKLER ( PLATE FITTING FITTING 1 /m I 2 m (3,2 mm) (3,2 mm) MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 6" 3,3mmCLOSURE SERIES 6" (33,3 mm)(3 TY-FRB 13/16" (20,6 mm) TY-FRB 1 -1 /16" (27,0 mm) FIGURE 11 FIGURE 12 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT WITH TWD-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON STYLE 30 RECESSED ESCUTCHEON &0 K-FACTOR, 3/4 INCH NPT & 0 K=FACTOR, 314 INCH NPT tion and the long term integrity of the corrosion resistant coating , as it may WRENCH be affected by the corrosive conditions RECESS present. WRENCH RECESS The owner is responsible for the in- (END "A" USED FOR spection , testing , and maintenance of 1 /2" NPT MODELS) their fire protection system and de- `IUB vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- WRENCH RECESS tion Associatione. NFPA 25) , In (END "B" USED FOR PUSH WRENCH g ' 3/4" NPT MODELS IN TO ENSURE addition to the standards of any other ) ENGAGEMENT authorities having jurisdiction . The in- WITH SPRINKLER stalling contractor or sprinkler manu- FIGURE 13 WRENCHING AREA facturer should be contacted relative to W-TYPE 6 SPRINKLER any questions. WRENCH It is recommended that automatic FIGURE 14 sprinkler systems be inspected , local requirements and/or national W-TYPE ? RECESSED tested , and maintained by a qualified codes. SPRINKLER WRENCH Inspection Service in accordance with Page 8 of 8 TFP171 P/N 57 - XXX - X - XXX - -J TEMPERATURE MODEUSIN RATING SPRINKLER 330 2 .8K UPRIGHT (1 /2"NPT) TY1131 135 135017/570C 331 2.81K PENDENT (1 /2"NPT) TY1231 1 NATURAL BRASS 155 155017/680C 340 4.2K UPRIGHT (1 /2"NPT) TY2131 4 WHITE POLYESTER 175 1750F/790C 341 4.21K PENDENT (1 /2"NPT) TY2231 3 WHITE (RAL9010)* 200 200°F/930C 370 5.6K UPRIGHT (1 /2"NPT) TY3131 9 CHROME PLATED 286 286017/141 °C 371 5.6K PENDENT (1 /21INPT) TY3231 7 LEAD COATED 390 8.0K UPRIGHT (3/4"NPT) TY4131 391 8.OK PENDENT (3/4"NPT) TY4231 * Eastern Hemisphere sales only. Wool TABLE C PART NUMBER SELECTION SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS ORY, FOR INCIDENTAL, INDIRECT, Recessed Escutcheon: Limited SPECIAL OR CONSEQUENTIAL Specify: Style (specify) Recessed Es- DAMAGES, INCLUDING BUT NOT cutcheon with ( specify finish ) , P/N Warranty LIMITED TO LABOR CHARGES, RE- (specify) . GARDLESS OF WHETHER TYCO Products manufactured by Tyco Fire FIRE PRODUCTS WAS INFORMED 1/2" (15 mm) Products are warranted solely to the ABOUT THE POSSIBILITY OF SUCH Style 10 original Buyer for ten ( 10 ) years DAMAGES , AND IN NO EVENT Chrome Plated . . . . . . . . . . . . PIN 56-701 -9-010 against defects in material and work- SHALL TYCO FIRE PRODUCTS' LI - White Coated . . . . . . . . . . . . . P/N 56-701 -4-010 manship when paid for and properly ABILITY EXCEED AN AMOUNT White RAL9010* . . . . . . . . . . . P/N 56-701 -3-010 Brass Plated . . . . . . . . . . . . . . P/N 56-701 -2-010 installed and maintained under normal EQUAL TO THE SALES PRICE . use and service. This warranty will ex- THE FOREGOING WARRANTY IS 1 /2" (15 mm) pire ten ( 10) years from date of ship- MADE IN LIEU OF ANY AND ALL Style 20 ment by Tyco Fire Products. No war- OTHER WARRANTIES EXPRESS OR Chrome Plated . . . . . . . . . . . . P/N 56-705-9-010 ranty is given for products Or White Coated . . . . . . . . . . . . . P/N 56-705-4-010 components manufactured by compa- IMPLIED INCLUDING WARRANTIES White RAL9010* . . . . . . . . . . . P/N 56-70513-010 nies not affiliated by ownership with OF MERCHANTABILITY AND FIT- Brass Plated . . . . . . . . . . . . . . P/N 56-705-2-010 Tyco Fire Products or for products and NESS FOR A PARTICULAR PUR- 3/4" (20 mm) components which have been subject POSE• Style 30 to misuse , improper installation , corro- Chrome Plated . . . . . . . . . . . . P/N 561705-9.011 Sion , or which have not been installed , White Coated . . . . . . . . . . . . . P/N 56-705-4-011 maintained , modified or repaired in ac- White RAL9010* . . . . . . . . . . . P/N 56170513-011 cordance with applicable Standards of Ordering Brass Plated . P/N 56-705-2-011 the National Fire Protection Associa- procedure 3/4" (20 mm) tion , and/or the standards of any other Style 40 Authorities Having Jurisdiction . Mate- Owttpra6rygun Local distributor for avail- Chrome Plated . . . . . . . . . . . . P/N 561N700-9-010 rials found by Tyco Fire Products to be abgky,indicate the White Coated . . . . . . . . . . . . . P/N 661N700-4-010 defective shall be either repaired or full product White RAL9010* . . . . . . . . . . . P/N 561700131010 replaced , at Tyco Fire Products' SOIe name. Refer to Brass Plated . 1 9 1 . 1 . . . . . . . . P/N 56-700-2-010 co Fire Products neither as- the Price List for option . Tyco complete listing * Eastern Hemisphere sales only. sumer, nor authorizes any person to of Part Numbers, assume for it, any other obligation in Sprinkler Wrench : connection with the sale of products or Sprinkler Assemblies with NPT Specify: W-Type 6 Sprinkler Wrench , parts of products . Tyco Fire Products Thread Connections: P/N 56 000 6-387. shall not be responsible for sprinkler Specify : (Specify Model/SIN) , Quick system design errors or inaccurate or Response, (specify K-factor) , (specify Specify: W-Type 7 Sprinkler Wrench , incomplete information supplied by temperature rating) , Series TY FRB P/N 56-850-4-001 . Buyer or Buyer's representatives. (specify Pendent or Upright) Sprinkler IN NO EVENT SHALL TYCO FIRE With (specify type of finish or coating) , PRODUCTS BE LIABLE , IN CON- P/N (specify from Table C) . TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 tqC0Fire & Building lProducts CENTRAL Customer Service/Sales: Technical Services : Tel : (800) 381 -9312 / Fax: (800) 791 -5500 Tel: (215) 362-0700 / (800) 523-6512 Fax: (215) 362-5385 Series TY-FRB — 5. 6 K- factor Horizontal and Vertical Sidewall Sprinklers Quick Response, Standard Coverage General rreduices btheha c uracye oEwhich the fixed pipe nipples to the sprinklers Description must be cut. The Series TY FRB, 5 . 6 K- Factor, Hori - Corrosion resistant coatings, where zontal and Vertical Sidewall Sprinklers applicable, are utilized to extend the described in this data sheet are quick life of copper alloy sprinklers beyond response - standard coverage, deco- that which would otherwise be obosed to corrosive at- - tained when ex rative 3 mm glass bulb type spray p sprinklers designed for use in light and mospheres . Although corrosion resis- ordinary hazard , commercial occupan - tant coated sprinklers have passed the cies such as banks , hotels, shopping standard corrosion tests of the appli- malls, etc. They are designed for instal- cable approval agencies, the testing is lation along a wall or the side of a beam not representative of all possible c. , and just beneath a smooth ceiling . rosive atmospheres . Consequently, it Sidewall sprinklers are commonly is recommended that the end user be used instead of pendent or upright consulted with respect to the suitability sprinklers due to aesthetics or building of these coatings for any given corro- construction considerations , where sive environment. The effects of ambi- piping across the ceiling is not desir- ent temperature , concentration of able . chemicals , and gas/chemical velocity, should be considered , as a minimum , The recessed version of the Series along with the corrosive nature of the TY FRB Horizontal Sidewall Sprinkler chemical to which the sprinklers will be is intended for use in areas with a exposed . finished wall . It uses a two-piece Style 10 Recessed Escutcheon with 1 /2 inch WARNINGS ( 12 ,7 mm) of recessed adjustment or The Series TY-FRB Sprinklers dew up to 3/4 inch ( 19 , 1 mm) of total adjust- scribed herein must be installed and ment from the flush sidewall position , maintained in compliance with this or a two- piece Style 20 Recessed Es- document, as well as with the applica- Technical cutcheon with 1 /4 inch (6,4 mm) of ble standards of the National Fire Pro recessed adjustment or up to 1 /2 inch tection Association, in addition to the Data ( 12 ,7 mm) of total adjustment from the standards of any other authorities hav- flush sidewall position . The adjustment Ing jurisdiction. Failure to do so may Approvals impair the performance of these de- UL and C-UL Listed. vices. FM , LPCB , and NYC Approved . The owner is responsible for maintain- (Refer to Table A for complete approval ing their fire protection system and de- information including corrosion resis- vices in proper operating condition. tant status. ) IMPORTANT The installing contractor or sprinkler ` Maximum Working Pressure Always refer to Technical Data manufacturer should be contacted Sheet TFP700 for the "INSTALLER 175 psi ( 12 , 1 bar) E E with any questions. � WARNING' that provides cautions Discharge Coefficient m with respect to handling and instal- K = 5. 6 GPM/psis /2 (80, 6 LPM/bari /2) ~ lation of sprinkler systems and com- Mod ellSprinkl er ponents. Improper handling and in- Temperature Ratings , stallation can permanently damage Identification Refer to Table A a sprinkler system or its compo- Finishes Q nents and cause the sprinkler to fail Numbers Sprinkler : Refer to Table A to operate in a fire situation orcause Recessed Escutcheon : White Coated , a it to operate prematurely. TY3331 - Horizontal Chrome Plated , or Brass Plated o TY3431 - Vertical } Page 1 of 6 JULY, 2004 TFP176 Page 2 of 6 TM 76 SPRINKLER FINISH (See Note 11 ) K TYPE TEMP. BULB NATURAL CHROME WHITE*** LEAD LIQUID BRASS PLATED POLYESTER COATED 135° F/570C Orange HORIZ. 155* F/68°C Red SIDEWALL 1 , 21394, 9, 10 1 , 2, 31 9 1 , 21319 (TY3331 ) 1750F1790C Yellow 200017/930C Green 5.6 286" F/141 °C Blue 1 /2" NPT RECESSED 135017/570C Orange HORIZ. 1550F/680C Red SIDEWALL 19 2, 4, 9, 10 19 21 9 N/A (TY3331 )* 175° F/790C Yellow Figure 3 200° F/930C Green RECESSED 135° F/570C Orange HORIZI SIDEWALL 155017/680C Red (TY3331 )** 1750F1790C Yellow 1 , 2, 3, 4, 9 N/A Figure 4 200017/930C Green VERTICAL 135017/570C Orange SIDEWALL 155017/680C Red 5.6 (TY3431 ) 5, 69 71819 516, 719 1 /2" Installed 175° F/79"C Yellow NPT Pendent 200017/930C Green or Upright 286°F/141 *C Blue NOTES : 1 . Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. 2 . Listed by Underwriters Laboratories Inc. for use in Canada (C-UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers for use in Light Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. 4. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007a/04) at a 4 to 6 inch ( 100 to 150 mm) top of deflector to ceiling distance. The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. 5. Listed by Underwriters Laboratories, Inc. as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies, 6. Listed by Underwriters Laboratories for use in Canada (C-UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. 7. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers for use in Light Hazard Occupancies, 8. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06 & 007a/04) as Quick Response Sprinklers. 9. Approved by the City of New York under MEA 354-01 -E. 10. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) at a 4 to 6 inch (100 to 150 mm) top of deflector to ceiling distance. The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. 11 . Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed , the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as Corrosion Resistant Sprinklers. * Installed with Style 10 (1 /2" NPT) 3/4" Total Adjustment Recessed Escutcheon. ** Installed with Style 20 (1 /2" NPT) 1 /2" Total Adjustment Recessed Escutcheon. *** Frame and deflector only. Listings and approvals apply to color (Special Order) . TABLE A LABORATORY LISTINGS AND APPROVALS Physical Characteristics Frame . . . . . . . . . . . Bronze Operation Button . , . . . . . . . Brass/Copper Sealing Assembly . . . . . . . . . . The glass Bulb contains a fluid which . . Beryllium Nickel w/Teflont expands when exposed to heat. When Bulb . . . . . . . . . . Glass the rated temperature is reached, the Compression Screw . . . . . Bronze fluid expands sufficiently to shatter the HSW Deflector . . . . . . . . Bronze glass Bulb, allowing the sprinkler to VSW Deflector . . . . . . . . Copper activate and water to flow. Patents U. S . A. 51810 ,263 TFP176 Page 3 of 6 Design DEFLECTOR Criteria HAT 5 The Series TY- FRB Horizontal and Vertical Sidewall Sprinklers are in- tended for fire protection systems de- \ signed in accordance with the stand- and installation rules recognized by the 6 4 2 3 1 applicable Listing or Approval agency (e.g . , UL Listing is based on the re- 9/16" WRENCH 1 /2" ** quirements of NFPA 13 , and FM Ap- (14,3 mm) FLATS NPT proval is based on the requirements of FM's Loss Prevention Data Sheets) . Only the Style 10 or 20 Recessed Es- cutcheon , as applicable , is to be used 0 for recessed horizontal installations . CL Installation 1 -13/16" 7116" (46,0 mm) (11 , 1 mm) The Series TY FRB Sprinklers must be CENTERLINE NOMINAL installed in accordance with the follow- OF SPRINKLER MAKE-IN ing instructions : WATERWAY 1 -1 /2" NOTES (3811 mm) Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of 2-3/16" liquid from the bulb. With the sprinkler (55,6 mm) held horizontally, a small air bubble STYLE ESCUTCHEON should be present. The diameter of the 10 or 20 — PLATE SEATING air bubble is approximately 1116 inch RECESSED SURFACE (1, 6 mm) for the 135°F/570C to 3132 ESCUTCHEON inch (2, 4 mm) for the 286°F/141 °C 1 - Frame temperature ratings. 2 - Button 3 - Sealing A leak tight 1/2 inch NPT sprinkler joint Assembly 2-7/8" DIA. should be obtained with a torque of 7 4 - Bulb to 14 ft. ibs. (9, 5 to 19, 0 Nm). A maxi- 6 - compression (73,o mm) mum of 21 ft. lbs. (28,5 Nm) of torque screw q 6 - Deflector may be used to install sprinklers with 1/2 NPT connections. Higher levels of torque may distort the sprinkler and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- * Temperature rating is indicated on deflector or adjacent to orifice seat on frame. tient adjustment in the escutcheon ** Pipe thread connections per ISO 7/1 can be provided on special request, plate by under- or over-tightening the sprinkler. Readjust the position of the FIGURE 1 sprinkler fitting to suit. 5. 6 K-FACTOR QUICK RESPONSE The Series TY-FRB Horizontal and SERIES TY-FRB HORIZONTAL SIDEWALL (TY3331) SPRINKLERS Vertical Sidewall Sprinklers must be installed in accordance with the follow- ing instructions . Step 3. Tighten the sprinkler into the word "TOP" on the Deflector is to face Step 1 . Horizontal sidewall sprinklers sprinkler fitting using only the W-Type towards the ceiling . 6 Sprinkler Wrench (Ref. Figure are to be installed in the horizontal he Step B . After installing the Style 10 or position with their centerline of water- With reference to Figure 1 or 2 , the 20 Mounting Plate over the sprinkler a perpendicular to the back wall and W pliedType 6 Sprinkler Wrench is to be threads, hand tighten the sprinkler into parallel to the ceiling . The word "TOP" applied to the wrench flats . the sprinkler fitting . on the Deflector is to face towards the The Series TY-FRB Recessed Hori- Step C. Tighten the sprinkler into the ceiling . zontal Sidewall Sprinklers must be installed in accordance with the follow- sprinkler fitting using only the Type Vertical sidewall sprinklers are to be ing instructions . 7 Recessed Sprinkler Wrenchh (Ref. installed in the pendent or upright po- Figure 6) . With reference to Figure 1 , sition with the arrow on the Deflector Step A. Recessed horizontal sidewall the W-Type 7 Recessed Sprinkler pointing away from the wall . sprinklers are to be installed in the Wrench is to be applied to the sprinkler Step 2. With pipe thread sealant ap - horizontal position with their centerline wrench flats. plied to the pipe threads , hand tighten w waterway perpendicular the back Step D. After the ceiling has been in- the sprinkler into the sprinkler fitting , wall and parallel to the ceeiling . The stalled or the finish coat has been ap- Page 4 of 6 TFP176 plied , slide on the Style 10 or 20 Clo- sure over the Series TY FRB Sprinkler ARROW MUST and push the Closure over the Mount- POINTAWAY Ing Plate until its flange comes in con - 7/16" FROM AND BE0 tact with the ceiling ESCUTCHEON (11 , 1 mm) PERPENDICULAR PLATE SEATING „ ** NOMINAL TO THE BACK Care and SURFACE NPT MAKE-IN WALL SURFACE 1 Maintenance � 5 The Series TY- BFR Sprinklers must be 5 p 2 3116" —� 2-3/16" maintained and serviced in accord- (55,6 mm) (55,6 mm) 4 ance with the following instructions: NOTES 1 -1 /2" WRENCH 2 38, 1 mm Before closing a fire protection system ( > FLATS 7 3 main control valve for maintenance work on the fire protection system that 1 it controls, permission to shutdown the affected fire protection system mustbe SHOWN SHOWN CROSS obtained from the proper authorities PENDENT UPRIGHT SECTION and all personnel who maybe affected by this action must be notified. 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector Absence of an escutcheon, which is 2 - Button Assembly 5 - Compression 7- Ejection Spring used to cover a clearance hole, may Screw delay the time to sprinkler operation in a fire situation. * Temperature rating is indicated on deflector or adjacent to orifice seat on frame. Sprinklers that are found to be leaking ** Pipe thread connections per ISO 7/1 can be provided on special request, or exhibiting visible signs of corrosion must be replaced . FIGURE 2 Automatic sprinklers must never be 5,6 K-FACTOR QUICK RESPONSE painted , plated , coated or otherwise SERIES TY-FRB VERTICAL SIDEWALL (TY3431) SPRINKLERS altered after leaving the factory. Modi- fied sprinklers must be replaced . Sprinklers that have been exposed to corrosive products of combustion , but have not operated , should be replaced if they cannot be completely cleaned spection , testing , and maintenance of ment by Tyco Fire Products. No warm by wiping the sprinkler with a cloth or their fire protection system and de- ranty is given for products or compo- by brushing it with a soft bristle brush . vices in compliance with this docu- nents manufactured by companies not ment, as well as with the applicable affiliated by ownership with Tyco Fire Care must be exercised to avoid dam- standards of the National Fire Protec- Products or for products and compo- age to the sprinklers - before, during , tion Association (e .g. , NFPA 25) , in nents which have been subject to mis- and after installation . Sprinklers dam- addition to the standards of any other use, improper installation , corrosion , aged by dropping , striking , wrench authorities having jurisdiction . The in- or which have not been installed , main - twist/slippage , or the like , must be re- stalling contractor or sprinkler manu- tained , modified or repaired in accord- placed . Also, replace any sprinkler that facturer should be contacted relative to ance with applicable Standards of the has a cracked bulb or that has lost any questions. National Fire Protection Association , liquid from its bulb. ( Ref. Installation and/or the standards of any other Section) . It is recommended that automatic Authorities Having Jurisdiction . Mate- Fre Frequent visual inspections are rec- sprinkler systems be inspected , rials found by Tyco Fire Products to be q p tested , and maintained by a qualified defective shall be either repaired or ommended to be initially performed for Inspection Service in accordance with p replaced , at Tyco Fire Products' sole corrosion resistant coated sprinklers, local requirements and/or national option . Tyco Fire Products neither as- after the installation has been comm codes: pleted , to verify the integrity of the corm sumes, nor authorizes any person to rosion resistant coating . Thereafter, a a assume for it, any other obligation in annual inspections per NFPA 25 Lim/ted connection with the sale of products or should suffice ; however, instead of in- parts of products . Tyco Fire Products specting from the floor level , a random Warranty shall not be responsible for sprinkler sampling of close-up visual inspec- system design errors or inaccurate or tions should be made, so as to better Products manufactured by Tyco Fire incomplete information supplied by determine the exact sprinkler condi- Products are warranted solely to the Buyer or Buyer's representatives. tion and the long term integrity of the original Buyer for ten ( 10 ) years IN NO EVENT SHALL TYCO FIRE corrosion resistant coating , as it may against defects in material and work- PRODUCTS BE LIABLE , IN CON - be affected by the corrosive conditions manship when paid for and properly TRACT, TORT, STRICT LIABILITY OR present. installed and maintained under normal UNDER ANY OTHER LEGAL THE- use and service . This warranty will ex- ORY, FOR INCIDENTAL, INDIRECT, The owner is responsible for the in- pire ten (10) years from date of ship- SPECIAL OR CONSEQUENTIAL TFP176 Page 5 of 6 5/8±1 /4" (15,9±6 ,4 mm) FACE OF e/(END RENCH RECESS MOUNTING USED FOR SPRINKLER NAN MODELS) SURFACE FITTING FIGURE 5 CLOSURE W- TYPE 6 SPRINKLER WRENCH 2-7/8" DIA. (73,0 mm) WRENCH SERIES RECESS TY-FRB 2- 114" DIA. (57,2 mm) MOUNTING IF PLATE 1 /8" PUSH WRENCH (3,2 mm) IN TO ENSURE ENGAGEMENT 1 -1 /4" (31 ,8 mm) 3/4" (19, 1 mm) WITH SPRINKLER 3/4" (19, 1 mm) 1 /4" (6,4 mm) WRENCHING AREA FIGURE 3 FIGURE 6 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER W- TYPE 7 RECESSED WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT SPRINKLER WRENCH STYLE 10 RECESSED ESCUTCHEON 1 /2±1 /8" (12,7±3,2 mm) DAMAGES , INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- MOUNTING FACE OF GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED SPRINKLER SURFACE FITTING ABOUT THE POSSIBILITY OF SUCH DAMAGES , AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI - ABILITY EXCEED AN AMOUNT CLOSURE EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS 2-7/8" DIA, MADE IN LIEU OF ANY AND ALL (73,0 mm) OTHER WARRANTIES EXPRESS OR SERIES IMPLIED INCLUDING WARRAN (57,2 DIA. TIES TY FRB OF MERCHANTABILITY AND FIT- (57,2 mm) NESS FOR A PARTICULAR PUR- MOUNTING POSEM PLATE (3,2 mm) 1 -114" (31 , 8 mm) 1 /2" (12,7 mm) 1 " (25,4 mm) 1 /4" (6,4 mm) FIGURE 4 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON Page 6 of 6 TFP176 P/N 57 - XXX - X - XXX SPRINKLER TEMPERATURE MODEUSIN RATING 378 HORIZONTAL SIDEWALL TY3331 1 NATURAL BRASS 135 135017/570C 375 VERTICAL SIDEWALL TY3431 4 WHITE POLYESTER 155 155017/680C 3 WHITE RAL9010)' 175 1750F179°C 9 CHROME PLATED 200 200017/930C 7 LEAD COATED 286 286017/1410C TABLE B ' Eastern Hemisphere sales only. PART NUMBER SELECTION SERIES TY-FRB HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS Ordering Procedure When placing an order, indicate the full Recessed Escutcheon : product name. Refer to the Price List Specify: Style (specify) Recessed Es- for complete listing of Part Numbers . cutcheon with (specify finish) , P/N Contact your local distributor for avail- (specify) . ability. 1 /2" (15 mm) Style 10 Sprinkler Assemblies with NPT Chrome Plated . . . . . . . . . P/N 56-701 -9-010 Thread Connections: 1 /2" (15 mm) Specify: (Specify Model/SIN ) , Quick Style 10 Response, (specify K-factor) , -(specify White Color Coated . . . . . . . . . . , . , . , P/N 56-701 -4-010 temperature rating) , Series TY FRB 1 /2" (15 mm) (specify Horizontal Sidewall or Vertical Style 10 Sidewall) Sprinkler with (specify type White RAL9010' . . . . . . . P/N 56-701 -3-010 of finish or coating) , P/N (specify from 1/2" (15 mm) Table B) . Style 10 Brass Plated . . . . . . . . . . . P/N 56-701 -2-010 1 /2" (15 mm) Style 20 Chrome Plated . . . . . . . . . P/N 56-705-9-010 1 /2" (15 mm) Style 20 White Color Coated . . . . . . . . . . . . . . . P/N 56.705-4-010 1 /2" (15 mm) Style 20 White RAL9010' . . . . . . 0 P/N 56-705-3-010 1 /2" (15 mm) Style 20 Brass Plated . . . . . . . . . . . P/N 56-705.2-010 ' Eastern Hemisphere sales only. Sprinkler Wrench : Specify : W-Type 6 Sprinkler Wrench , P/N 56-000-6-387 . Specify: W-Type 7 Sprinkler Wrench , P/N 56-850-4-001 . TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 tqcoFire & BuildingMINEIIIII Products CENTRAL Customer Service/Salesa Technical Services : Tel : (800) 381 -9312 / Fax: (800) 791 -5500 Tel: (215) 362-0700 / (800) 523-6512 Fax: (215) 362-5385 Series LFII Residential Horizontal Sidewall Sprinklers 4. 2 K- factor adjustment or up to 1 /2 inch ( 12 ,7 mm) General of total adjustment from the flush mounting surface position . The adjust- Description ment provided by the Recessed Es- cutcheon reduces the accuracy to The Series LFII (TY1334) Residential which the pipe nipples to the sprinklers Horizontal Sidewall Sprinklers are must be cut. decorative , fast response , frangible The Series LFII TY1334 has been bulb sprinklers designed for use in ( ) residential occupancies such as designed with heat sensitivity and homes , apartments, dormitories , and water distribution characteristics � hotels . When aesthetics and optimized proven to help in the control of residen - flow characteristics are the major con- tial fires and to improve the chance for sideration , the Series LFII (TY1334) occupants to escape or be evacuated . should be the first choice . y = ` The Series LFII are to be used in wet WARNINGS pipe residential sprinkler systems for The Series LFII (TY1334) Residential one- and two-family dwellings and mo- Horizontal Sidewall Sprinklers dew bile homes per NFPA 13D ; wet pipe scribed herein must be installed and residential sprinkler systems for resi- maintained in compliance with this dential occupancies up to and includ - document, as well as with the applica- �. Ing four stories in height per NFPA ble standards of the National Fire Pro= 1311; or, wet pipe sprinkler systems for tection Association, in addition to the the residential portions of any occu- standards of any other authorities hav- pancy per NFPA 13 . ing jurisdiction. Failure to do so may The Series LFII (TY1334) has a 4. 2 impair the performance of these de- (60 , 5) K-factor that provides the re- vices. s quired residential flow rates at reduced The owner is responsible for maintain- pressures , enabling smaller pipe sizes ing their fire protection system and dew and water supply requirements . vices in proper operating condition. E The recessed version of the Series The installing contractor or sprinkler LFII (TY1334) is intended for use in manufacturer should be contacted _ ry areas with finished walls . It employs a with any questions. two-piece Style 20 Recessed Escutch- eon . The Recessed Escutcheon pro- vides 1 /4 inch (6 ,4 mm) of recessed Sprinkler/Model Identification IMPORTANT Number Always refer to Technical Data Sheet TFP700 for the 'INSTALLER SIN TY1334 WARNING " that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 APRIL, 2004 TFP410 Page 2 of 8 TFP410 Components: 5 3 2 1 1 - Frame WRENCH 2 - Button Assembly FLATS 3 - Sealing Assembly p 4 - Bulb -D 5 - Compression Screw 6 - Deflector * TOP-OF- 6* 4 7/16" (11 , 1 mm) 2-7/g° DIA. DEFLECTOR NOMINAL * Temperature rating MAKE-IN (73,0 mm) is indicated on top a of Deflector. _ CENTERLINE 7/16„ OF WATERWAY (11 , 1 mm) a I 1 /2" NPT STYLE 20 RECESSED 1 -5/8" ESCUTCHEON END-OF- ~(41 ,3 mm) ~ ESCUTCHEON DEFLECTOR 2- 1 /4" PLATE SEATING BOSS (57,2 mm) SURFACE RECESSED FIGURE i SERIES LFII (TY1334) RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS 7/16±1 /8" (11 , 1 ±3,2 mm) MOUNTING FACE OF WRENCH RECESS SURFACE SPRINKLER (END "A" USED FITTING FOR TY1334) TOP-OF- CLOSURE FIGURE 3 DEFLECTOR W-TYPE 6 SPRINKLER WRENCH TY1334 2-7/8" DIA. (73,0 mm) WRENCH 2-1/4" DIA. RECESS 7/1691I a I m) m (11 ,1 mm) MOUNTING PLATE END-OF- DEFLECTOR 1 /8" PUSH WRENCH BOSS (3, 2 mm) IN TO ENSURE 1 -3/8" (34,9 mm) 1 /2" (12,7 mm) ENGAGEMENT WITH SPRINKLER 1 -1 /8" (28,6 mm) 1 /4" (6,4 mm) WRENCHING AREA FIGURE 4 FIGURE 2 Wm TYPE 7 RECESSED STYLE 20 RECESSED ESCUTCHEON SPRINKLER WRENCH FOR USE WITH THE SERIES LFII (TY1334) RESIDENTIAL HORIZONTAL SIDEWALL SPRINKLER TFP41 O Page 3 of 8 Technical total number of "design sprinklers" as Do not attempt to compensate for in- specified in NFPA 13D or NFPA 13R . sufficient adjustment in an Escutcheon For systems designed to NFPA 13 , the Plate by under- or over-tightening the Data number of design sprinklers is to be Sprinkler. Readjust the position of the Approvals : the four most hydraulically demanding sprinkler fitting to suit. UL and C- UL Listed . NYC Approved sprinklers . The minimum required dis- The Series LFII Horizontal Sidewall under MEA 44-03- E . charge from each of the four sprinklers Sprinklers must be installed in ac- is to be the greater of the following : cordance with the following instruc- Maximum Working Pressure: tions . 175 psi ( 12 , 1 bar) • The flow rates given in Tables A , B , C, and D for NFPA 13D and 13R as Step 1 . Horizontal sidewall sprinklers Discharge Coefficient: a function of temperature rating and are to be installed in the horizontal K = 4. 2 GPM/psis /2 (60 , 5 LPM/bar' /2) the maximum allowable coverage g position with their centerline of water- Temperature Rating : area . way perpendicular to the back wall and 1550F/680C or 1750F/790C . A minimum discharge of 0 . 1 gpm/sq* parallelto the Deflector to face towards the Finishes : ft. over the "design area' comprised on the ceiling with the front edge of the De- White Polyester Coated , of the four most hydraulically de- cectoparallel to the ceiling. Chrome Plated , or Natural Brass manding sprinklers for the actual coverage areas being protected by Step 2. With pipe thread sealant ap - Physical Characteristics: the four sprinklers , plied to the pipe threads, hand tighten Frame . . . . . . . . . . . . . . Brass Obstruction To Water Distribution , the sprinkler into the sprinkler fitting . Button . . . . . . . . . . . . . Bronze Locations of sprinklers are to be in Step 3. Tighten the sprinkler into the Sealing Assembly . . . . . . . . . . accordance with the obstruction rules sprinkler fitting using only the W-Type Beryllium Nickel w/Teflont of NFPA 13 for residential sprinklers. 6 Sprinkler Wrench (Ref. Figure 3) . Bulb . . . . . . . . . 3 mm dia. Glass With reference to Figure 1 , the W-Type Compression Screw . . . . . Bronze Operational Sensitivity. The sprin- 6 Sprinkler Wrench is to be applied to Deflector . . . . . . . . . . . Copper klers are to be installed with an end-of- the wrench flats, deflector-boss to wall distance of 1 - tDupont Registered Trademark 3/8 to 6 inches or in the recessed po- The Series LFII Recessed Horizontal sition using only the Style 20 Re- Sidewall Sprinklers must be installed cessed Escutcheon as shown in in accordance with the following in- Operation Figure 2. structions. The glass Bulb contains a fluid that In addition the top-of-deflector-to-ceil- Step A. Recessed horizontal sidewall expands when exposed to heat. When Ing distance is to be within the range sprinklers are to be installed in the the rated temperature is reached, the (Ref. Table A, B, C, or D) being hydrau- horizontal position with their centerline fluid expands sufficiently to shatter the lically calculated . of waterway perpendicular to the back glass Bulb allowing the sprinkler to Sprinkler Spacing. The minimum wall and parallel to the ceiling . The activate and flow water. spacing between sprinklers is 8 feet word "TOP" on the Deflector is to face (2 ,4 m ) . The maximum spacing be- towards the ceiling . Design tween sprinklers cannot exceed the Step B. After installing the Style 20 width of the coverage area (Ref. Table Mounting Plate over the sprinkler Criteria A) being hydraulically calculated (e . g . , threads and with pipe thread sealant maximum 12 feet for a 12 ft. x 12 ft* applied to the pipe threads, hand The Series LFII (TY1334) Residential coverage area, or 16 feet for a 16 ft. x tighten the sprinkler into the sprinkler Horizontal Sidewall Sprinklers are UL 20 ft. coverage area) . fitting . and C-UL Listed for installation in ac- Step C. Tighten the sprinkler into the cordance with the following criteria . Installation sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench ( Ref. NOTE The Series LFII (TY1334) must be in- Figure 4) . With reference to Figure 1 , When conditions exist that are outside stalled in accordance with the follow- the W-Type 7 Recessed Sprinkler the scope of the provided criteria, refer Ing instructions : Wrench is to be applied to the sprinkler to the Residential Sprinkler Design NOTES wrench flats. Guide TFP490 for the manufacturer's Do not install any bulb type sprinkler if Step C. After the wall has been in- recommendations that may be accept- the bulb is cracked or there is a loss of stalled or the finish coat has been ap- able to the local Authority Having Ju- liquid from the bulb. With the sprinkler plied , slide on the Style 20 Closure risdiction. held horizontally, a small air bubble over the Series LFII Sprinkler and System Type. Only wet pipe systems should be present, The diameter of the push the Closure over the Mounting may be utilized. air bubble is approximately 1/16 inch Plate until its flange comes in contact Hydraulic Design. The minimum re- (1, 6 mm). with the wall , quired sprinkler flow rate for systems A leak tight 112 inch NPTsprinklerjoint designed to NFPA 13D or NFPA 13R should be obtained with a torque of 7 are given in Table A, B, C, and D as a to 14 ft. ibs. (9, 5 to 19, 0 Nm). A max% function of temperature rating and the mum of 21 ft. lbs. (28, 5 Nm) of torque maximum allowable coverage areas, is to be used to install sprinklers. The sprinkler flow rate is the minimum Higher levels of torque may distort the required discharge from each of the sprinkler inlet with consequent leak- age or impairment of the sprinkler. (Continued on Page 8) Page 4 of 8 TFP410 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .e 'O. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ELEVATION Maximum Maximum Coverage Spacing Minimum Flow W and Residual Pressure Area (e) Ft. Width x Length (b) (m) Tap-Of-Deflector- To= Ceiling: Top-Of-Deflector- To- Ceiling: Ft. x Ft. 4 to 6 Inches (100 to 150 mm) 6 to 12 Inches (1 OD to 150 mm) (m x m) 1550F/680C 175°F/790C 155017/680C 175°F/790C 12 x 12 12 12 GPM (45,4 LPM) 12 GPM (45,4 LPM) 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) (3,7 x 3,7) (3,7) 8.2 psi (0,57 bar) 8.2 psi (0,57 bar) 9.6 psi (0, 66 bar) 9.6 psi (0,66 bar) 14 x 14 14 14 GPM (53,0 LPM) 16 GPM (60,6 LPM) 17 GPM (64,3 LPM) 18 GPM (68, 1 LPM) (4,3 x 4,3) (413) 11 .1 psi (0,77 bar) 14.5 psi (1 ,00 bar) 16.4 psi (1 , 13 bar) 18.4 psi (1 ,27 bar) 16 x 16 16 16 GPM (60,6 LPM) 16 GPM (60,6 LPM) 18 GPM (68, 1 LPM) 18 GPM (68, 1 LPM) (4,9 x 4,9) (499) 14.5 psi (1 ,00 bar) 14.5 psi (1 ,00 bar) 18.4 psi (1 ,27 bar) 18.4 psi (1 ,27 bar) 16 x 18 16 19 GPM (71 ,9 LPM) 19 GPM (71 ,9 LPM) 21 GPM (79,5 LPM) 21 GPM (79,5 LPM) (4,9 x 5,5) (4,9) 20.5 psi (1 ,41 bar) 20.5 psi (1 ,41 bar) 25.0 psi (1 ,72 bar) 25.0 psi (1 ,72 bar) 16 x 20 16 23 GPM (87, 1 LPM) 23 GPM (87,1 LPM) 26 GPM (98,4 LPM) 26 GPM (98,4 LPM) (4,9 x 6, 1 ) (419) 30.0 psi (2,07 bar) 30.0 psi (2,07 bar) 38.3 psi (2,64 bar) 38.3 psi (2,64 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Width (backwall where sprinkler is located) x Length (horizontal throw of sprinkler). (c) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal 1< factor. Refer to Hydraulic Design Criteria Section for details. (d) Sidewall sprinklers, where installed under a ceiling with a slope greater than 0 inch rise for a 12 inch run to a slope up to 2 inch rise for 12 inch run, must be located per one of the following: • Locate the sprinklers at the high point of the slope and positioned to discharge down the slope. • Locate the sprinklers along the slope and positioned to discharge across the slope. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY1334) RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS FOR HORIZONTAL CEILING (Maximum 2 Inch Rise for 12 Inch Run) TFP410 Page 5 of S 12" 8 " MAXIMUM Alf 000 ELEVATION Minimum Flow W and Residual Pressure (I) Two sprinkler design with the sprinklers at the high point of the slope and positioned to discharge down the slope. Maximum Maximum Coverage Spacing Area (e) Ft. Width x Length N (m) oo Ft. x Ft. Top-Of-Deflector- To- Ceiling: Top-Of-Deflector- To- Ceiling: (m x m) 4 to 6 Inches (100 to 150 mm) 6 to 12 Inches (150 to 300 mm) 155°F/68°C 1750F/79°C 1550F/680C 1750F/790C 12 x 12 12 I 12 GPM (45,4 LPM) I 12 GPM (45,4 LPM) I 13 GPM (49,2 LPM) I 13 GPM (49,2 LPM) (3,7 x 3,7) (3,7) 8.2 psi (0,57 bar) 8.2 psi (0,57 bar) 9.6 psi (0,66 bar) 9.6 psi (0,66 bar) 14 x 14 14 I 14 GPM (53,0 LPM) I 14 GPM (53,0 LPM) I 17 GPM (64.3 LPM) I 17 GPM (64.3 LPM) (4,3 x 4,3) (413) 11 .1 psi (0,77 bar) 11 .1 psi (0,77 bar) 16.4 psi (1 , 13 bar) 16.4 psi (1 ,13 bar) 16 x 16 16 I 16 GPM (60,6 LPM) I 16 GPM (60,6 LPM) I 18 GPM (68, 1 LPM) I 18 GPM (68, 1 LPM) (4,9 x 4,9) (4,9) 14.5 psi (1 ,00 bar) 14.5 psi (1 ,00 bar) 18.4 psi (1 ,27 bar) 18.4 psi (1 ,27 bar) 16 x 18 16 I 19 GPM (71 ,9 LPM) I 19 GPM (71 ,9 LPM) I 21 GPM (79,5 LPM) I 21 GPM (79,5 LPM) (4,9 x 5,5) (419) 20.5 psi (1 ,41 bar) 20.5 psi (1 ,41 bar) 25.0 psi (1 ,72 bar) 25.0 psi (1 ,72 bar) No 16 x 20 16 I 24 GPM (90,8 LPM) I 24 GPM (90,8 LPM) I 26 GPM (98,4 LPM) I 26 GPM (98,4 LPM) (4,9 x 6, 1 ) (4,9) 32.7 psi (2,25 bar) 32.7 psi (2,25 bar) 38.3 psi (2,64 bar) 38.3 psi (2,64 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Width (backwall where sprinkler is located) x Length (horizontal throw of sprinkler). (c) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. . TABLE B NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY1334) RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS FOR SPRINKLERS AT THE HIGH POINT OF THE SLOPE AND DISCHARGING DOWN THE SLOPE (Greater Than 2 Inch Rise for 12 Inch Run Up To 81nch Rise for 121nch Run) Page 6 of 8 TFP410 12" 4" MAXIMUM Oil ELEVATION Minimum Flow and Residual Pressure (H) Two sprinkler design with the sprinklers located along the slope and positioned to discharge across the slope. Maximum Maximum (III) Three sprinkler design when there are more than two sprinklers in a compartment and Coverage Spacing with the sprinklers located along the slope.and positioned to discharge across the slope. Area (e) Ft. Width x Length N (rn) Top-Of-Deflector- To- Ceiling: Top-Of-Deflector- Ta Ceiling: Ft, x Ft. 4 to 6 Inches (100 to 150 mm) 6 to 12 Inches (100 to 300 mm) (m x m) 155017/680C 175°F/790C 155°F/680C 175°F/790C 12 x 12 12 If 16 GPM (60,6 LPM) H 16 GPM (60,6 LPM) If 18 GPM (68, 1 LPM) H 18 GPM (68, 1 LPM) (3,7 x 3,7) (317) 1 14.5 psi (1 ,00 bar) 14.5 psi (1 ,00 bar) 18.4 psi (1 ,27 bar) 18.4 psi (1 ,27 bar) 14 x 14 14 II 16 GPM (60,6 LPM) H 16 GPM (60,6 LPM) H 18 GPM (68, 1 LPM) H 18 GPM (68,1 LPM) (4,3 x 4,3) (413) 14.5 psi (1 ,00 bar) 14.5 psi (1 ,00 bar) 18.4 psi (1 ,27 bar) 18.4 psi (1 ,27 bar) 16 x 16 16 H 16 GPM (60,6 LPM) H 16 GPM (60,6 LPM) H 18 GPM (68, 1 LPM) H 18 GPM (68,1 LPM) (4,9 x 4,9) (419) 14.5 psi (1 ,00 bar) 14.5 psi (1 ,00 bar) 18.4 psi (1 ,27 bar) 18.4 psi (1 ,27 bar) 16 x 18 16 H 22 GPM (83,3 LPM) II 22 GPM (83,3 LPM) II 22 GPM (83,3 LPM) 11 22 GPM (83,3 LPM) (4,9 x 5,5) (499) 27.4 psi (1 ,89 bar) 27.4 psi (1 ,89 bar) 27.4 psi (1 ,89 bar) 27.4 psi (1 ,89 bar) 16 x 20 16 III 23 GPM (87,1 LPM) III 23 GPM (87, 1 LPM) III 26 GPM (98,4 LPM) III 26 GPM (98,4 LPM) (4,9 x 6, 1 ) (419) 1 30.0 psi (2,07 bar) 30.0 psi (2,07 bar) 38.3 psi (2,64 bar) 38.3 psi (2,64 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Width (backwall where sprinkler is located) x Length (horizontal throw of sprinkler) . (c) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details., TABLE C NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY1334) RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS FOR SPRINKLERS LOCATED ALONG A SLOPE AND DISCHARGING ACROSS THE SLOPE (Greater Than 2 Inch Rise for 12 Inch Run Up To 4 Inch Rise for 12 Inch Run) TFP410 Page 7 of 8 12 " 8 " MAXIMUM at at at at at to 90 ELEVATION Minimum Flow W and Residual Pressure (III) Three sprinkler design when there are more than two sprinklers in a compartment and with the sprinklers located along the slope, and positioned to discharge across the slope. Maximum Maximum Coverage Spacing Area (e) Ft. Width x Length N (m) Ft, x Ft. Top-Of-Deflector- To- Ceiling: (m x m) 4 to 6 Inches (100 to 150 mm) 155°F/680C 175°F/790C 12 x 12 12 III 16 GPM (60,6 LPM) III 16 GPM (60,6 LPM) (3,7 x 3,7) (3,7) 14.5 psi (1 ,00 bar) 14.5 psi (1 ,00 bar) 14 x 14 14 Iii 16 GPM (60,6 LPM) III 16 GPM (60,6 LPM) (4,3 x 4,3) (413) 14.5 psi (1 ,00 bar) 14.5 psi (1 ,00 bar) mamma 16 x 16 16 III 16 GPM (60,6 LPM) III 16 GPM (60,6 LPM) (4,9 x 4,9) (499) 14.5 psi (1 ,00 bar) 14.5 psi (1 ,00 bar) 16 x 18 16 N/A N/A (4,9 x 5,5) (419) 16 x 20 16 N/A N/A (4,9 x 6,1 ) (419) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Width (backwall where sprinkler is located) x Length (horizontal throw of sprinkler) . (c) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. . TABLE D NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY1334) RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS FOR SPRINKLERS LOCATED ALONG A SLOPE AND DISCHARGING ACROSS THE SLOPE (Greater Than 4 Inch Rise for 12 Inch Run Up To 8 Inch Rise for 12 Inch Run) Page 8 of 8 TFP410 Care and Limited Ordering Maintenance Warranty Procedure The Series LFII (TY1334) must be Products manufactured by Tyco Fire When placing an order, indicate the full maintained and serviced in accord- Products are warranted solely to the product name . Contact your local dis- ance with the following instructions: original Buyer for ten ( 10 ) years tributor for availability. . NOTES against defects in material and work- Sprinkler Assembly: Absence of an Escutcheon Plate may manship when paid for and properly delay the sprinkler operation in a fire installed and maintained under normal Series LFII (TY1334) , K=4 .2 , Residen- situation. use and service. This warranty will ex- tial Horizontal Sidewall Sprinkler with pire ten (10) years from date of ship- ( specify ) temperature rating and Before closing a fire protection system ment by Tyco Fire Products . No war- (specify) finish , P/N (specify) . main control valve for maintenance ranty is given for products or work on the fire protection system components manufactured by compa- 1550F/680c or which it controls, permission to shut nies not affiliated by ownership with Chrome Plated . . . . . . . . . P/N 51 -211 -9-155 down the affected fire protection sys- Tyco Fire Products or for products and 155 hits P tem must be obtained from the proper y White Polyester . . . . . . . . . P/N 51 -211 -4-155 authorities and all personnel who may components which have been subject 1550Pi68°c to misuse, improper installation , corro- White be affected by this action must be no- sion , or which have not been installed , (RAL9010)` . . . . . . . . . . . . P/N 51 -211 -3-155 tified 155°F/68°C maintained , modified or repaired in ac- Natural Brass. . . . . . . . . . . P/N 51 -211 -1 -155 Sprinklers which are found to be leak- cordance with applicable Standards of 175017n90C or Ing or exhibiting visible signs of corro- the National Fire Protection Associa- Chrome Plated . . . . . . . . . PIN 51 -211 -9-175 sion must be replaced . tion , and/or the standards of any other 175°F/790C Automatic sprinklers must never be Authorities Having Jurisdiction . Mate- 175 F to Polyester . lyester . . . . . . . . . P/N 51 -211 -4-175 painted , plated , coated, or otherwise rials found by Tyco Fire Products to be white altered after leaving the factory. Modi- defective shall be either repaired or (RAL9010)' . . . . . . . . . . . . P/N 51 -211 .3-175 fied sprinklers must be replaced . replaced , at Tyco Fire Products' sole 175°F/790C Sprinklers that have been exposed to option . Tyco Fire Products neither as- Natural Brass . . . . . . . . . . . P/N 51 -211 -1 -175 corrosive products of combustion , but sumes, nor authorizes any person to =Eastern Hemisphere sales only. have not operated , should be replaced assume for it, any other obligation in if they cannot be completely cleaned connection with the sale of products or Recessed Escutcheon : by wiping the sprinkler with a cloth or parts of products . Tyco Fire Products by brushing it with a soft bristle brush . shall not be responsible for sprinkler Specify: Style 20 Recessed Escutch- Care must be exercised to avoid dam- system design errors or inaccurate or eon with (specify) finish , P/N (specify) . age to the sprinklers - before , during , incomplete information supplied by g p g Buyer or Buyers representatives. 1/2" (15 mm) and after installation . Sprinklers dam- Style 20 aged by dropping , striking , wrench IN NO EVENT SHALL TYCO FIRE Chrome Plated . P/N 56-705-9-010 twist/slippage , or the like , must be re- PRODUCTS BE LIABLE , IN CON- 1 /2" (15 mm) placed . Also, replace any sprinkler that TRACT, TORT, STRICT LIABILITY OR Style 20 has a cracked bulb or that has lost UNDER ANY OTHER LEGAL THE- White Color Coated . . . . . . . . . . . . . . . . P/N 56-705.4-010 liquid from its bulb . (Ref. Installation ORY, FOR INCIDENTAL, INDIRECT, 1 /2" (15 mm) Section ) . SPECIAL OR CONSEQUENTIAL Style 20 The owner is responsible for the in- DAMAGES , INCLUDING BUT NOT White spection , testing , and maintenance of LIMITED TO LABOR CHARGES, RE- 1 /2((15am �)' . . . . . . . . . . . . P/N 56-705 3-010 their fire protection system and de- GARDLESS OF WHETHER TYCO Style 20 vices in compliance with this docu - FIRE PRODUCTS WAS INFORMED Bright Brass ment, as well as with the applicable ABOUT THE POSSIBILITY OF SUCH Coated . . . 0 d PM 56-705-2-010 standards of the National Fire Protec- DAMAGES , AND IN NO EVENT *Eastern Hemisphere sales only. tion Association (e . g . , NFPA 25) , in SHALL TYCO FIRE PRODUCTS' Ll- addition to the standards of any other ABILITY EXCEED AN AMOUNT Sprinkler Wrench • authorities having jurisdiction . The in - EQUAL TO THE SALES PRICE . Specify: W-T e 6 Sprinkler Wrench , stalling contractor or sprinkler l a relative THE FOREGOING WARRANTY IS P/N 56 000-6 387. p to an er should be contacted relative MADE IN LIEU OF ANY AND ALL to any questions . OTHER WARRANTIES EXPRESS OR Specify: W-Type 7 Sprinkler Wrench , NOTE IMPL= INCLUDING WARRANTIES P/N 56-8504-001 . The owner must assure that the span- OF MERCHANTABILITY AND FIT- klers are not used for hanging of any NESS FOR A PARTICULAR PUR- objects and that the sprinklers are only 'POSE, cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. It is recommended that automatic sprinkler systems be inspected , tested , and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes . TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 CENTRAL ATTIC 3 = 01 Specific Application Attic SprinklerSTM CENTRAL Back to Back7m, Single DirectionaFrm & HIP'rm Fast Response Glass Bulb or Fusible Link Automatic Sprinklers Tyco Fire Products m-- www.centralsprinkler. com 451 North Cannon Avenue, Lansdale , Pennsylvania 19446 - USA Customer Service/Sales : Tel : (215) 362-0700 / Fax: (215) 362-5385 Technical Services : Tel : (800) 381 -9312 / Fax: (800) 791 -5500 General spaces feeding the wet system sprinklers below the ceiling. Traditionally BlazeMaster CPVC has been used on the Description lower floors in the joist space above a ceiling that does not require sprinklers. The Specific Application Attic Sprinklers The cost of using CPVC on those floors are the evolution of fire sprinklers for attics. can now be translated to the upper floor The Specific Application Attic Sprinklers even if sprinklers are required in the attic, provide the best fire protection in an atfic There are three (3) models of the Specific while saving cost by using extended Application Attic Sprinklers, Back to Back _ coverage spacing. The Specific Applica- (dual directional), a Single Directional and � tion Attic Sprinklers have undergone the a Hip sprinkler. The Back to Back and M1 most extensive fire testing ever done for Single Directional sprinklers have three attics and are allowed for use under their separate versions that are used for specific application guidelines by U.L. and different roof pitches. The pitches can NFPA. vary from a minimum of 4 in 12 to a The Specific Application Attic Sprinklers maximum of 12 in 12. _ are the first sprinklers to be: The Back to Back (dual direction► • Listed for extended coverage in The Back to Back Specific Application 'IDaw combusfible construction. Attic Sprinkler, named so because it ! • Full-scale fire tested in both wet and dry performs like two sidewall sprinklers system scenarios. placed back to back with one operating • Full-scale tested, for Listing in wood element, throws a narrow but long pattem, truss construction, The narrow spacing along the ridge • Listed for specific pitches of roof slope. serves two purposes. The response time The Specific Application Attic Sprinklers is reduced by having the sprinklers no provide the best level of protection and farther than 6'-0" (1 ,8 m) apart and the control cost by eliminating the need for spray can be concentrated in the throw additional sprinklers and the associated direction to obtain a pattern that will cover cost. There is just one branch line along up to 30'-0"(9, 1 m) each side when the ridge for the entire building unless measured horizontally. The three different there is a need for single directional or hip styles account for different roof slopes and sprinklers. In that case, there is still only the two different orifice sizes allow lower flows and pressures for smaller spacing. one line in each area. For example, a system in a 694' (18,3 m) wide attic The Back to Back requires only one line to would use 5 branch lines to cover the be run down the ridge of the attic to cover main portion of the building and several both sides. Be sure that it is installed i vertically, not angled with the slope, and - off-set branch lines to cover the hip area. the correct model is used to compensate _ With the attic sprinklers, there is just one line down the ridge and one down each for the slope. Y slope of the hip. This is approximately The Single Directional ', 80% less pipe that needs to be installed. The Single Directional is much like a This saves the cost of the pipe, fittings, conventional vertical sidewall. However, hangers, and associated labor for three the pattern is a narrow, long throw like the SpeclIfic branch lines. Also the volume of the Back to Back. The Single Directional is system is reduced. This could reduce the basically half a Back to Back Specific A lication size of the dry pipe valve or allow the 60 Application Attic Sprinkler. The use is ,/pp second requirement to be met without an primarily for attics that have shear walls c Sprins accelerator. running to the roof sheathing. These A"i The other cost reduction is in the new (Continued on Page 2) Listing of BlazeMaster CPVC for Attic No. 64 . 0 PrA M General Technical Installation Desc . (Cont . ) 00ata 13 situations require a pattern in only one Sprinkler Identification Number The Specific Application Attic Sprinklers direction. Another use is when the framing SIN C4180 - BBI M2 (8.0 K factor) must be installed in accordance with the direction is parallel with the outside wall in SIN C4181 - BB2 '%2 (8.0 K factor) following instructions: the hip area (see figure 11). In this case, SIN C4182 - BBV%2 (8.0 K-factor) NOTES the Single Directional would be used on SIN C3180 - BBI (5.6 K-factor) one side of the slope and standard SIN C3181 - BB2 (5.6 K-factor) Do not install any bulb type sprinkler if the sprinklers would be used to protect the SIN C3182 - BB3 (5.6 K factor) bulb is cracked or there is a loss of liquid other side. Be sure that it is installed SIN C3183 - SDI (5.6 K-factor) from the bulb. With the sprinkler held vertically, not angled with the slope, and SIN C3184 - SD2 (5.6 K factor) horizontally, a small air bubble should be the correct model is used to compensate SIN C3185 - SD3 (5.6 K-factor) present. for the slope. SIN C3187 - HIP (5.6 K-factor) A leak tight 1/2 inch NPT sprinklerjoint The HIP Sprinkler Approvals should be obtained with a torque of 7 to 14 The HIP Sprinkler covers the area of the UL & ULC Listed. (The approvals apply ft lbs. (9, 5 to 19, 0 Nm). A maximum of21 hip in the attic. This is a slightly different only to the service conditions indicated in ft.lbs, (28,5 Nm) of torque is to be used to concept than the Back to Back or Single the Design Criteria Section) install 112" NPT sprinklers. A leak tight 3/4 Directional. The HIP Sprinkler is located inch NPTsprink/erjointshould be along the slope down the hip, and throws a Maximum Working Pressure obtained with a torque of 10 to 20 fl:lbs. 90° pattern toward the outside eaves. This 175 psi (12, 1 bar) (13,4 to 26, 8 Nm). A maximum of 30 allows the water to "comer" the fire and Pipe Thread Connection fl:lbs. (40, 7 Nm) of torque is to be used to control it even at far distances. It does not 1 /2 inch NPT -(K=5.6) install 314" NPT sprinklers. Higherleve/s throw much water directly up or down the 3/4 inch NPT - (K=8.0) of torque may distort the sprinkler inlet with hip but rather it throws most of the patternconsequent leakage or impairment of the out to each side (901) down the slope of the Discharge Coefficient roof and therefore can be spaced 64' K = 5.6 GPM/psf12 (80,7 LPM/baO2) sprinkler. (1 ,8m) to 3'-0" (0,9m) on center down the K = 8.0 GPM/psi72 (115,3 LPMlbaO2) Step 1 . All Specific Application Attic slope without the danger of cold solder. To Temperature Ratings Sprinklers except the HIP must be use the HIPTM Sprinkler, the framing must BBV%2 BB2J% BB3-% & HIP installed in the upright position with the be perpendicular to the outside wall (see 200017/930C frame arms vertical. The deflector takes figure 12) and the maximum throw cannot into account the slope. The HIP sprinkler be over 294' (8,5m) measured flat. It, BB1 , BB2, BB3, SDI , SD2 & SD3 is installed with the deflector parallel with unlike the Back to Back and Single 212017/1000C the slope of the hip. All Sprinklers must be Directional, is run with the deflector parallel Finishes installed so the frame arms are parallel with the slope and there is only one model Sprinkler: Natural Brass with the branch line pipe. with flows and pressures for two different spacings. Physical Characteristics Step 2. With pipe thread sealant applied Operation: The Specific Application Attic Sprinklers to the pipe threads, hand tighten the utilize a dezincification resistant (DZR) sprinkler into the sprinkler fitting. BBV%2, B132me%, BB3-'T/2 & HIP = The bronze frame. The thermal sensitive Step 3. Wrench tighten the sprinkler using glass bulb contains a fluid which expands element is either a 3 mm bulb with a two- only the following wrenches: when exposed to heat. When the rated piece brass and copper button assembly, � � � temperature is reached, the fluid expands or a monel thermal sensitive link. The BBI - N1 BB2- N & BB3 ' /2 - W Type 3 sufficiently to shatter the glass bulb, which sprinkler frame orifice is sealed with a Sprinkler Wrench (1073) then allows the sprinkler to activate & flow water. gasketed spring plate (Belleville Seal) HIP - Combination Wrench (1106) consisting of a beryllium nickel disc spring BB1 , BB2, BB3, SDI , SD2 & SD3 BB1I BB21 BB3, SDI , SD2 & SD3 - The - BB1a link assembly is comprised of two that is sealed on both its ins de and use an open end adjustable wrench link halves which are joined by a thin layer outside edges with Teflon gasket. The is bronze & the Wrenches are to be applied to the of solder. When the rated temperature is compression screw , sprinkler wrench flats (Ref. Page 3) only. reached, the solder melts and the two link deflector is brass. halves separate, which then allows the sprinkler to activate and flow water. WARNINGS The Specific Application Attic Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the integrity of these devices. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relafive to any questions. 2 Back to Back Back to Back Dual Directional Attic Sprinkler Dual Directional Attic Sprinkler BB1 "/s2" , BB2 ?'/s2" , BB3w1 %2" 13131 , BB2 , BB3 WRENCH 2-1 /8" 2A /2" FLAT (54 ,0 mm) WRENCH (63,5 mm) FLAT 3/4" NPT \ 1 /2" NPT ELEVATION VIEW ELEVATION VIEW Single Directional Attic Sprinkler SHIP Sprinkler DI , SD2, SD3 3" WRENCH 11 WRENCH (76,2 mm) FLAT 2 FLAT (50,8 mm) 1 /2" NPT 1 /2" NPT ELEVATION VIEW ELEVATION VIEW W Type 3, Sprinkler Wrench (Part #1073) Combination Sprinkler Wrench (Part #1106) 3 Design Data Specific Application Guidelines Area of Use: area above must be protected by Attic Sprinklers (see Roof structures, combustible and non-combustible figure 10). Insulation is for fire protection purposes . It is including wood joist and wood trussed attics with a not freeze protection . BlazeMaster CPVC must be ceiling below. installed in accordance with the BlazeMaster installation guide instructions with respect to heat sources . (Note: Hazard : Light hazard . The Specific Application Attic Sprinklers cannot be installed on BlazeMaster CPVC) Maximum Roof Span: 60 feet ( 18, 3 m ) for BB model sprinklers and 40 feet System Type: Wet or Dry ( 12 ,2 m ) for SD model sprinklers and 28 feet (8,5 m) for HIPTm sprinklers (see figures 1, 2 & 12). See table on Hydraulic Requirements: page 5 for minimum sprinkler flows and pressures. Roof For hydraulic requirements see page 11 . span may up to 8014' (24 ,2 m) by using additional standard spray sprinklers (see figure 13 & 14). To Determine the Correct Flow and Pressure: Determine the model span (measured flat) and the Minimum Distance Between Attic Sprinklers: slope of the roof. Use this information with the chart on 4 feet (1 ,2 m) as measured along branch line for 1313"/3', BB page 4. There is no interpolation of the flow and or SD (see fig. 3). 3 feet (0,9 m) as measured along branch pressure shown . Round all cases to the next higher line for HIP (see figure 11). spacing. For example, a 464' (13 ,7 m) span with the BB1 "/3i' would be calculated at the 694' (18,3 m) span. Maximum Distance Between Attic Sprinklers: 6 feet (1,8 m) on center along the branch line (see figure 3). Obstructions: See page 9 for guidelines. (For guidance on the size of Minimum Distance Between Standard and Attic piping to which a Specific Application Attic Sprinkler can Sprinklers: be directly attached , refenece NFPA 13 - 1999 Section 6 feet (1 ,8 m) as measured along the peak/ridge 5-8.5.2 .2 Exception No. 4) direction (see figure 4) and 26 feet (7,9 m) in the slope direction for BB'71 ', BB and HIP versions (see figure 6). Maximum Coverage Area: 400 square feet (37,2 m2). Deflector Installation Position Below Peak/Ridge: Spacing for Back to Back Attic Sprinklers is determined 22" (558, 8 mm) maximum , 16" (406,4 mm) minimum by twice the distance of the furthest throw measured (see figure 5). along the slope , multiplied by the distance along the branchline (maximum distance along branch line is 6' V' Minimum Distance Away From Trusses: (1, 8 m) regardless of the length of the throw). Note: Attic Sprinklers must be installed 6" ( 152,4 mm) away The distance along the branchline may have to be from the face of trusses (see figure 7). reduced to less than the maximum of 6'-0" (1 ,8 m) to remain under 400 sq. ft. (3712 m2) maximum Maximum Distance From the Center Line of Ridge: depending on the slope and the span , in no case 6" (152,4 mm) (see figure 8). can the span exceed 60'-0" (18,3 m) without additional standard spray sprinklers. Maximum Distance For HIP Sprinklers From the Center Line of the Hip: 6" ( 152,4 mm) (see figure 8). Spacing for the Single Directional Attic Sprinklers is the distance along the branchline multiplied by the distance Use of U .L. Listed CPVC Piping: of the throw down the slope. Regardless of the throw, To use BlazeMastefrm CPVC in the attic to feed the wet the maximum distance along the branchline is 6'-0" system ceiling sprinklers on the floor below, there must ( 1 ,8 m) the maximum throw, measured horizontally is be 6" ( 152,4 mm) of insulation covering the pipe 4014' (12,2 m ), and the maximum spacing per sprinkler extending 12" (304, 8 mm) on each side away from the is 400 square feet (37 ,2 m2). cenv5rline of the pipe and the area above the CPVC must be protected by Attic Sprinklers (see figure 9). If Spacing for the Hip sprinkler is the distance down the the pipe is located inside the ceiling joist, the joist larger slope multiplied by two multiplied by the distance channel must be covered or filled with 6" (152 ,4 mm) of between the sprinklers as measured along the slope of non-combustible insulation on top of the pipe and the the hip. 4 Specific Application Attic Sprinkler Design Data Roof Span* Flow Pressure Sprinkler *** GPM (Lpm) psi (bar) Pitch BBV "/az 60' (18, 3 m) (or less) 38 (144) 23 .7 (1, 6) 4 : 12 (102mm:305mm) to less than 7 : 12 (178mm:305mm) BB2-- 'A2 60' (18, 3 m) (or less) 38 (144) 23v7 (1) 6) 7: 12 (178mm:305mm) to less than 10: 12 (254 mm:305mm) BBV%2 60' (18, 3 m) (or less) 40 (152) 26. 3 (1, 8) 10: 12 (254mm:305mm) to 12 : 12 (305mm:305mm) BBI 60' (18, 3 m) (to more 38 (144) 46 .0 (3,2) 4: 12 (102mm.305mm) to less than 7: 12 (178mm:305mm) than 40' (12,2 m)) B132 60' (18, 3 m) (to more 38 (144) 46 .0 (3,2) 7: 12 (178mm:305mm) to less than 10: 12 (254 mm:305mm) than 40 (12)2 m)) BB3 60' (18, 3 m) (to more 38 (144) 46 .0 (3,2) 10: 12 (254mm:305mm) to 12 : 12 (305mm:305mm) than 40' 12,2 m BB1 40' (12,2 m) (or less) 25 (95) 20.0 (1, 4) 4: 12 (102mm:305mm) to less than 7: 12 (178mm:305mm) BB2 40' (12,2 m) (or less) 25 (95) 20 .0 (1,4) 7: 12 (178mm:305mm) to less than 10: 12 (254 mm:305mm) BB3 40' (12,2 m) (or less) 25 (95) 20 .0 (1,4) 10: 12 (254mm:305mm) to 12: 12 (305mm:305mm) SDI 40' (12,2 m) (to more 35 (132) 39 .0 (217) 4: 12 (102mm:305mm) to less than 7 : 12 (178mm:305mm) than 30' (9, 1 m)) SD2 40' (12,2 m) (to more 35 (132) 39.0 (2, 7) 7: 12 (178mm:305mm) to less than 10: 12 (254 mm:305mm) than 30' (9, 1 m)) SD3 40' (12,2 m) (to more 35 (132) 39.0 (2, 7) 10: 12 (254mm:305mm) to 12 : 12 (305mm:305mm) than 30' 9, 1 m SDI 30' (9, 1 m) (to more 25 (95) 20. 0 (1,4) 4: 12 (102mm.305mm) to less than 7: 12 (178mm:305mm) than 10' (3, 0 m)) SD2 30' (9, 1 m) (to more 25 (95) 2000 (1,4) 7: 12 (178mm:305mm) to less than 10 : 12 (254 mm:305mm) than 10' (3, 0 m)) SD3 30' (9, 1 m) (to more 25 (95) 20. 0 (1,4) 10: 12 (254mm:305mm) to 12 : 12 (305mm:305mm) than 10' 3, 0 m SDI 10' (3, 0 m) (or less) 19 (72) 11 .5 (0, 8) 4: 12 (102mm:305mm) to less than 7: 12 (178mm:305mm) SD2 10' (3, 0 m) (or less) 19 (72) 11 .5 (0, 8) 7 : 12 (178mm:305mm) to less than 10: 12 (254 mm:305mm) SD3 10' (3, 0 m) (or less) 19 (72) 11 . 5 (0, 8) 10: 12 (254mm:305mm) to 12 : 12 (305mm:305mm) HIP **28' (8,5 m) (to more 34 (129) 36. 9 (2,5) 4: 12 (102mm:305mm) to less than 12 : 12 (305mm:305mm) than 20' (6, 0 m)) HIP **20' (6 , 1 m) (or less) 1 25 (95) 20.0 (1,4) 4: 12 (102mm:305mm) to less than 12: 12 (305mm:305mm) * This is the span as measured horizontal, not along the slope as shown in figure 1 . *' The HIP sprinkler spacing is measured as shown in figure 12. *** For BB and HIP sprinklers in attics greater than 60' (18,3 m) and equal or less than 80' (24,4 m) see Figures 13 & 14. Use of U . L. Listed CPVC Piping To use BlazeMaster CPVC in the attic to feed the wet system ceiling sprinklers on the floor below, there must be 6" ( 152 , 4 mm ) of insulation covering the pipe extending 12 " (304 , 8 mm ) on each side away from the centerline of the pipe and the area above the CPUC must be protected by Specific Application Attic Sprinklers (see figure 9). If the pipe is located inside the ceiling joist, the joist channel must be covered or filled with 6" ( 152 , 4 mm ) of non -combustible insulation on top of the pipe and the area above must be protected by Attic Sprinklers (see figure 10). 5 Figure 1 Figure 2 16" (406,4 mm) Standard minimum Sprinkler Attic 22" (558,8 mm) maximum Sprinkler To Bottom or sheathing Sing single Directionalractio O'rAlic l Attic Attic SpdMder Spt4dder Span Direction Dual Directional ( Span Dimension span D11- ion Single Directional l Sirgle Dh.621nal Figure 3 Figure 4 Ridge �— 6' (1 ,83 m) minimum . R id� 4' (1 ,22 m) minimumja 6' (1 83 m) maximum ^�I '� IMMOORMPIM ' Attic Sprinklers Branch Line ; Standard Attic Branch Line Truss Truss Sprinkler ; t Sprinkler ; ' Truss i 0 1 ' 1 ' , Ceiling Ceiling Figure 5 Figure 6 16" (406,4 mm) minimum \ 22" (558,8 mm) maximum 26' (7,92 m) Minimum Attic Attic Sprinkler Sprinkler Standard Sprinkler 6 Figure .1 Design Guidelines Rl ge To design a project with attic sprinklers use these steps as a guideline: • Determine if single, dual directional or hip sprinkler is needed. • Determine the roof slope is between 4:12 to 12: 12. If more than one slope is being used on a project, select the correct sprinkler for each area. 5" (152,4 mm) ; Follow the guidelines for each type of sprinkler as follows: minimum Branch Line' Truss For Back to Back (dual directional • Determine the throw needed (see spacing requirements on page 5). If over 20'-0 '(6, 1 m) up to 60'-0"(18,3 m) is required, use the 8.0 K factor back to back dual directional to reduce the pressure required, or if pressure is not a concern , use the 5.6 K- Ceiling factor Sprinklers to minimize over discharge. • If less than 20'-0" (6, 1 m) is required, use the 5.6 K-factor back to back dual directional to minimize pressure and flow require- ments. Figure 8 • Determine the distance along the slope. If the distance is not equal, use the longer side. Multiply the longer side by two to 5" 152,4 mm max. determine the spacing down the slope. Four hundred divided by this value will determine the maximum spacing along the ridge. The maximum is distance is 6'4' (1, 8 m). For example, a 12: 12 slope at the maximum span of 60 feet (18,3 m) will g produce a slope length of approximately 42.5 feet (13, 0 m). A That number multiplied by two produces a 85'(25,9 m) throw. Sprinkler Four hundred square feet maximum divided by an 85'(25, 9 m) throw only allows a 4'-8"(1,4 m) spacing along the ridge. Using the maximum spacing, space the sprinklers along the ridge. • Avoid obstructions as shown on page 9. If necessary, add standard sprinklers to maintain coverage around obstructions. • Calculate the sprinkler system in accordance with the appropriate flow and pressure information on page 5. There is no interpolation of the flows and pressures shown on the chart. For Single Directional Figure 9 • Determine the throw needed. • As the 400 square feet (37,2 n?) is not a factor with the Single Directional, the maximum spacing is 64"(1,8 m) and the Non-Combustible Insulation minimum is 4'-0"(1,2m) (see figures 2 & 11). (Thereason400 square feet is not an issue with the single directional is because at its maximum spacing, 6-0" (1,8 m)on center/covering 40'-0" s" (152,4 (12,2 m)fiat/a 12: 12 slope /and the throw being 56.5 feet (17,2 Insulati m), the 400 square foot (37,2 m2) maximum would not be Z(i exceeded.) • Avoid obstructions as shown on page 9. If necessary, add standard sprinklers to maintain coverage around obstructions. • Calculate the sprinkler system in accordance with the 1 '-0" appropriate flow and pressure information on page 5. There is (304,8 mm) (304,8 mm)J no interpolation of the flows and pressures shown on the chart. For HIP Sprinkler (m figure 11) • Verify framing direction is perpendicular to outside wall (see figures 11 & 12). If not, cover that area with standard sprinklers. Insulation of piping is for • From the intersection of the top of the hip and the ridge the fire protection , not maximum distance down the slope of the hip is 3'4'(0,9 m). Start the layout with the first sprinkler as close to that point as freeze protection . possible, but no further, while staying 6"(152,4 mm) away from the face of the trusses. Remember the slope of the hip is not equal to the slope of the roof from the ridge to the outside wall. Figure 10 Continue to space sprinklers down the hip at a maximum of 94"(1,8 m) on center as measured along the slope of the hip. When the bottom of the hip is encountered, the last sprinkler Non-Combustible Insulation Non-Combustible must be within 7'-6"(2,3 m) of the outside wall as measured flat Insulation (plan view). If this pipe is "cut to fit" remember to take into account the d'rfferent slopes the hip and the roof as well as r((1624mm) distances measured along the slope verses horizontal in plan rt (152,4view. Avoid obstructions as shown on page 9. If necessary, add r.-14 1 41 standard sprinklers to maintain coverage around obstructions. CPVC 7 Figure 11 HIP Installation if Framed Parallel to Outside Wall Single irectional Attic Sprinkler Back to Back Attic S rinkler Standard Sprinkers to be Ridge used in this area . Install per NFPA 13 . When truss I (is m) direction is parrallel to - Max. outside wall , as shown , see 60' figure 12 forjoists3'-0" 0 9 m max . on sloe ( 18 , 3 m ) perpendicular to outside wall 40'41 ( 12 ,2 m ) 6'-0" maximum ( 1 , 8 m ) Outside Max. Wall Be sure that single directional sprinklers are installed vertical as the deflector compensates for the slope. Figure 12 HIP Installation if Framed Perpendicular to Outside Wall ' Hip - - Slope - - - � Ridge HIP Sprinkler _ Slope 3'-0 " (019 m ) max . (on slope ) 28'-0" ( 8 , 5 m ) - - maximum 7 '-6" (2 , 3 m ) max. 8 Obstructions Obstructions to Attic Sprinkler differ from standard sprinklers and the following criteria shall be used . There can be up to a 6" (152, 4mm) obstruction , measured vertically, as long as it is 36" (914, 4mm), measured vertically, below the Attic Sprinkler. If the obstruction is closer or larger, there must be a sprinkler on the other side of the obstruction . See figure A & B . This does not limit the top cord of the trusses or the depth of the rafter, but rather obstructions that run across the trusses or rafters . Figure A Figure B 1g 9 36" min. (914,4 mm) over 6" (152,4 mm) 6" (152,4 mm) max. No Spprinkler Sprinkler Required If the obstruction is below the sprinkler, there must be 6"(152,4mm) clearance over the top of the obstruction to allow water to pass both over and under the obstruction . The 6"(152, 4mm) is measured perpendicular to the slope from the bottom of the joist. If there is not 6" ( 152, 4mm) clearance, a sprinkler must be added on the opposite side of the obstruction . Figure C Figure D 36" min. (914,4 mm) 36" min. (914,4 mm) o 6" (1522,4 mm) min. less than 6" (15 mm) Figure E Figure F 36" min. (914,4 mm) 54'-0" (1 ,2 m) , No Sprinkler 71 t Required See Table 1 Ducts , as per NFPA 13 , require a sprinkler under them For Vertical Obstruction , See Table 1 on Page 10 . if they are over 4'-0" (1,2m) wide , If they are not, then The maximum dimension of the obstruction is the no sprinkler underneath is required , width of the obstruction and the horizontal distance away from the obstruction is measured flat. 9 Table 1 * — Spacing for Vertical Obstructions Maximum Dimension Minimum Horizontal of Obstruction Distance to Obstruction 1/2"- 1 " (12, 7mm-25,4mm) 6" (152 mm) > 1 "4" (25, 4mm- 1oi, 6mm) 12" (305 mm) >4"-8" (101, 6mm-203)2mm) 24" (610 mm) > 8"- 10" (203, 6mm-254mm) 5'(1, 5 m) > 10 "-20" (254mm-5o8mm) 10' (3, 0 m) >20%30" (5o8mm-762mm) 15' (416 m) > 30%40" (762mm- io16mm) 20' (6, 1 m) >40"48" ( 1016mm- 1219,2mm) 25' (7, 6 m) >48" (121912mm) sprinkler required beyond * When minimum horizontal distance is less than Table 1 , an additional sprinkler is required beyond the obstruction . Figure 13 Figure 14 BB and HIP Sprinklers for Attics Greater If the attic has noncombustible insulation on the ceiling Than 60 ' ( 18, 3m) and Equal or Less Than below the attic sprinklers , the area of coverage is 80' (24, 4m) measured from the top of the insulation . Width of Attic Sprinkler Spacing Z Standard Stenderd spray sprinkler spaced 7spaced T-0' (2,1 m) to 6'-06'-0' (1 ,8 m) onon center 10' (3, 11 _ 60' (78,3 m) madmum far to (3,05MI Max. I AIBc Sprinklers nai s Max. 80' (24,4 m) Figure 15 — BB and HIP Sprinklers Plan View Perimeter Protection Plan View Parimeter Protection Attic sprinklers in buildings over 6' (1 83 m) 60'-0 " ( 18, 3m) up to 80%0 " (24, 4m) wide o.c. T T 1U' ; ; • ; ; ; • ; ; • ; ; ; • ; ; Attic sprinklers in conjunction with standard sprinklers (3,05 m) - '— - - - can be used to protect attics over 60'-0" (18,3m) up to . , 80 -0" (24, 4m) wide . Attics over 80'4' (24,4m) wide must - - use standard sprinklers throughout as attic sprinklers " have not completed testing in this scenario . To use 4 m) • - - - - attic sprinklers in these attics , space attic sprinklers to L I 1 A& I A661 I I A& I 1 60protect the center portion of the building , add standard • - - - - - - — _- , I I I I ; I I I` - . 1 (18,23 m) sprinklers around the perimeter at a maximum of T-0" (2, im) and a minimum of 6'-0" (1,8m) on center. The " HIPT"' sprinklers can continue down the hip , Start spacing standard sprinklers 31 '4" (9, 4m) away from the corner. (305 n1) - - 1 • � • I 1 • I I I • I 1 r� t Start spacing ' Coverage by standard sprinklers at 31 ' (9,45 m) Max. 7' (2, 13 m) on center away from corner 10 Hydraulic Calculations 4. Attics Having HIP Roofs with the HIP Joists Parallel to Attic sprinklers must be calculated in conformance with Outside Wall (see Fig . 11 ) or attics having a mixture of these guidelines . In all cases , the design area shall include standard spray sprinklers and Specific Application Attic the most hydraulic demanding sprinklers. More than one set SprinkleremThe design area requirements of NFPA 13 of calculations may be required to prove different situations . shall apply to all sprinkler types . 1 . Attics Protected Entirely with Back to Back Attic 5 . Attics having a Width Greater than 60 ft. ( 18. 3m), but in Sprinklers - For wet systems , calculate the most no Case Greater than 80 ft. (24. 4m) - For attics having demanding 5 sprinklers . For dry systems, calculated the HIP roofs with joists parallel to outside wall , the most demanding 7 sprinklers (see Fig . 16)0 requirements in Item 4 above apply. For other attics , the requirements in Items 1 or 2 above shall be used plus 2 . Attics Protected Entirely with a Mixture of Back to Back two additional standard type sprinklers installed along and HIP Attic Sprinklers - For wet systems , calculate the the eave included in the calculation (see Fig . 19). most demanding 5 sprinklers. For dry systems, calculate the most demanding 9 sprinklers with a maximum of 7 to be Back to Back sprinklers (see Fig . 17). 3. Attics Protected with Single Directional Attic Sprinklers For wet systems , calculate the most demanding 5 sprinklers. For dry systems, calculate the most Figure 18 demanding 9 Single Directional Attic Sprinklers or Single Directional Example standard sprinklers, whichever is more demanding (see (Dry System Shown) Fig . 18). Figure 16 Back to Back Calculation Example 1 2 3 4 6 s 6 s (Dry System Shown) wau L7AY A61 1 2 3 4 6 6 7 Ride Example : Calculate the 9 most demanding single directional attic sprinklers . Figure 19 Example : Calculate the 7 most demanding back to back Attics Greater Than 60 Ft. sprinklers along the ridge. (Dry System Shown) Figure 17 8 9 — Mixed Attic Sprinkler Example (Dry System Shown) 1 2 3 4 5 6 7 3 4 6 6 7 8 9 1/2 • • • • • • • • Example : When mixing back to back and standard sprinklers at the eave, calculate the 7 most demanding back to back sprinklers for dry systems or 5 most demanding for wet systems , plus the most demanding 2 additional standard sprinklers at the eave. 11 Care & Limited Ordering Maintenance Warranty Information 11 1 The Specific Application Attic Sprin- Products manufactured by Tyco Fire Ordering Information : When placing klers must be maintained and ser- Products are warranted solely to the an order, indicate the full product viced in accordance with the following original Buyer for ten ( 10) years name . Please specify the quantity, instructions. against defects in material and model , style , orifice size , temperature i workmanship when paid for and rating , type of finish or coating , and ` NOTES properly installed and maintained yp g . Before closing a fire protection system under normal use and service. This sprinkler wrench . Refer to price list for main control valve for maintenance warranty will expire ten ( 10) years complete listing of Part Numbers. work on the fire protection system it from date of shipment by Tyco Fire Patents : U . S .A. Patent Number controls, permission to shut down the Products . No warranty is given for 5 ,669 ,449 is applicable to the Central affected fre protection systems must products or components manufactured Specific Application Attic Sprinklers . be obtained from the proper authori- by companies not affiliated by owner- Y bes. All personnel t who may be Other Patents are pending with regard p Y ship with Tyco Fire Products or for s to other design features. affected by this action must be products and components which have notified. been subject to misuse , improper Teflon Is a trademark of the DuPont Corp. Sprinklers which are found to be installation , corrosion , or which have leaking or exhibiting visible signs of not been installed , maintained , corrosion must be replaced . modified or repaired in accordance Automatic sprinklers must never be with applicable Standards of the shipped or stored where their tem- National Fire Protection Association , and/or the standards of peratures will exceed 100°F/38°C and they must never be painted , plated , Authorities Having Jurisdiction . any other coated or otherwise altered after Materials found by Tyco Fire Products to be defective shall be either repaired leaving the factory. Modified , or over- or replaced , at Tyco Fire Products heated fusible link sprinklers must be replaced . Glass Bulb sprinklers that sole option. Tyco Fire Products neither have been exposed to corrosive assumes, nor authorizes any person to assume for it, any other obligation products of combustion , but have not in connection with the sale of products operated , should be replaced if they or parts of products. Tyco Fire cannot be completely cleaned by wiping the sprinkler with a cloth or by Products shall not be responsible for brushing it with a soft bristle brush . sprinkler system design errors or inaccurate or incomplete information Care must be exercised to avoid supplied by Buyer or Buyer's repre- damage - before, during , and after sentatives. installation . Sprinklers damaged by IN NO EVENT SHALL TYCO FIRE dropping , striking , wrench twist/ PRODUCTS BE LIABLE, IN CON- slippage, or the like, must be re- TRACT, TORT, STRICT LIABILITY placed . Also , replace any sprinkler OR UNDER ANY OTHER LEGAL that has a cracked bulb or that has lost liquid from its bulb (Ref. Installa- THEORY, FOR INCIDENTAL, tion Section ). INDIRECT, SPECIAL OR CONSE- QUENTIAL DAMAGES , INCLUDING The owner is responsible for the BUT NOT LIMITED TO LABOR inspection , testing , and maintenance CHARGES , REGARDLESS OF of their fire protection system and WHETHER TYCO FIRE PRODUCTS devices in compliance with this WAS INFORMED ABOUT THE document, as well as with the appli- POSSIBILITY OF SUCH DAMAGES , cable standards of the National Fire AND IN NO EVENT SHALL TYCO Protection Association (e .g . , NFPA FIRE PRODUCTS' LIABILITY EX- 25), in addition to the standards of any CEED AN AMOUNT EQUAL TO THE other authorities having jurisdiction. SALES PRICE . The installing contractor or sprinkler THE FOREGOING WARRANTY IS manufacturer should be contacted MADE IN LIEU OF ANY AND ALL relative to any questions. OTHER WARRANTIES EXPRESS It is recommended that automatic OR IMPLIEDe INCLUDING WARRAN- sprinkler systems be inspected , TIES OF MERCHANTABILITYAND tested , and maintained by a qualified FITNESS FOR A PARTICULAR Inspection Service. PURPOSE9 i twa Flow Control Tyco Fire Printed in U . S .A. 3-01 l /Products 12