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3104 SERRANO DR; ; FPR2019-0003; Permit
Ilk1:i i1ii 1Ie]II (ity of Carlsbad Print Date: 10/24/2024 Job Address: 3104 SERRANO DR, CARLSBAD, CA 92009-8364 Permit Type: FIRE-Construction Residential Work Class: Parcel U: 2550611000 Track #: Valuation: $0.00 Lot U: Occupancy Group: Project #: #f Dwelling Units: Plan U: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check U: Plan Check U: Permit No: FPR2019-0003 Status: Closed - Finaled Single Family Fire Sprinkl Applied: 01/09/2019 Issued: 03/14/2019 Finaled Close Out: 04/12/2021 Final Inspection: INSPECTOR: Fieri, Dominic Salcedo, Felix Project Title: Description: MCCALLUM RESIDENCE -NEW SPRINKLER SYSTEM FOR RESIDENCE AND GUEST HOUSE Applicant: FPContractor: ALLWAYS FIRE PROTECTION INC ALLWAYS FIRE PROTECTION INC CHRIS FOX 1451 KENT AVE 1451 KENT AVE ESCONDIDO, CA 92027-1419 ESCONDIDO, CA 92027-1419 (760) 535-9234 (760) 535-9234 FEE AMOUNT FIRE NFPA 13D Single Family System (Insp/Bldg) $125.00 FIRE NFPA 13D Single Family System (Plan Review) $246.00 Total Fees: $371.00 Total Payments To Date: $371.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov : RiserTag I I Job 7 a.Oi °i- 0305 Job Number: 50-0. HOUSE 21-10 CALC MCCALLUM RES. 3104 SERRANO DR, CARLSBAD CA 92009 Design Basis Occupancy: Residential Total Sprinklers: 38 Number Of Sprinklers Calculated: 2 K-Factor: 4.9 Orifice Size: 0.437 Design Density: 0.05gpm/ft2 Average Density: 0.08gpm/ft2 Area of Application: 500ft2 (Actual 331ft2) Demand At Base Of Riser (BOR) Total Demand Flow(gpm): 26.27 Pressure(psi): 18.237 Water Supply Information At Time Of Design Static Pressure(psi): 60.000 Residual Pressure(psi): 20.000 Supply Flow(gpm): 500.00 Total Demand Flow(gpm): 31.27 Total Demand Pressure(psi): 38.351 . © M.E.P.CAO, Inc. MAutoSPRINK 2018 v14.3.10.0 1/212019 12:30:08PM Page 10 JillIHydrau1ic Summary Job Number: 50- G. HOUSE 2HD CALC Reoort Descriotion: Residential (3) Job II Job Number 50 Dedgn Engineer ALLVILIYS FIRE PRO. Job Name: MCCALLUM RES. State cortificaSoniLiyense Number 897230 Address 1 3104 SERRANO OR, CARLSBAD CA 92009 AHJ CITY OF CARLSBAD FIRE DEPARTMENT Address 2 Job Sooipuiidin5 Add-3 DeavarN Name SERRANO System Remote Area(s) Most Semandbrg Spttnkler Data 4.9 K-Factor 12.96 at 7.000 000upancy Residential lob SuSie G. HOUSE 2HD CALC Hose d&waneeAS- 0.00 Oenody 0.05gpm/ft2 Ares etAppocatixtr 500ft2 (Actual 331ft2) Additional Hoes Supplies Node Hose At Node 27 Flow(gpm) 5.00 sunrberOtSpdnldera Calstlated 2 Cexeto5n Per SpAnNer 256ft2 dteoPeaknesuttn:PresoureForoemoteArea(o)AdjnuentTo Most yemotnyamx Left: 37.048 50.75ga1 Total Hose Streams - 5.00 System Flew Demand 31.27 Total Water Requited (IrdudOrg Hess Aloesrroe) 31.27 Maximum Pressure Unbalance In Loops 0.000 Maximum Vetoofty Above Ground 10.54 between nodes 12 and 26 Maximcerr Velocity Oyster Ground 12.90 between nodes 9 and 8 Volume capacity etWer PAres Volume uopsony 01 Dry Pipe, Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) (gpm) Available (psi) Total Demand (gpm) Required (psi) Safety Margin (psi) 9 Water Supply 60.000 20.000 I 500.00 59.763 31.27 38.351 21.412 Contractor COrrteautor Number Conrad Name Contact Title Name olCondreoror Phone Extension Address n FAX AddTnss2 Ernst Address 3 Web.Sito f..&r © M.E.P.CADr Inc. MAutoSPRINK 2018 v14.3.10.0 1/2/2019 12:29:54PM Page 1 1111 Hydraulic Graph Job Number: 50- G. HOUSE 2HD CALC Rennrt Opscrinticn RsidntiaI 131 Water Supply at Node 9 100—: 90 80— 70— 60 Static Pressure 60.000 I :j ::_____________ stem demand curve 20— 0000 @ 20.000 10 LUUUJ1U.U.ijhhlhhhl 11111111 111111111 0— 200 300 400 500 600 700 800 900 1000 00 Water flow, gpm Hydreur Oreph Water Supply at Node 9 Starr: P- 60.000 Residuat Pressure 20.000 @ 500.00 ACCIaSR Pressure sttS,re Sited 59.763 @ 31.27 38.351 @31.27 SrdssrDrdi.dee su5555re55 Sa) 38.351 @31.27 , 0 M.E.P.CAD, Inc. Ifl AutoSPRINK 2018 v14.3.10.0 1/2/2019 12:29:56PM Page 2 Hydraulic Graph Job Number: 50- G. HOUSE 2H0 CALC O.....4 fl..,.,.i.,*;..,. ,',t BOR 90— 70— 60— Static Pressure 60.000_ CL 50— 40 :ii ________ 20— 00.0O g 20.000 627r18•237 10— S fstern demand curve 0 5JJjjJJJJJJJ 11111111 IliHilli iliti Iii iii I iii I I I I I I I I I I I I I I 00 200 300 400 500 600 700 800 oo 1000 Water flow, gpm Hydrrn8,cG,ph BOR Stli P,,,re N/A Redduat Press,,,. N/A AcaScble Pros,,,,. el Thne of To,, N/A -of 18.237 @26.27 Sy5,Sc,.o,d forRoSs )t.oAIo.s,m. St Scum.) 18.237 @ N/A ,,©M.E.P.CAD, Inc. M AutoSPRINK 2018 v14.3.10.0 1/2/2019 12:29:56PM Page 3 1111Hydraulic Graph i Job Number: 50- G. HOUSE 2HD CALC O%%4 rn TOR go--- 70 60- -Static Pressure 60.000_ I 50 40 a. :L _______ 20— - 00.0020.000_______ 62712532 f 10 1 S stem demand curve 11111111 IlillilIl liii Ill liii liii I I I I I oc 200 300 400 500 600 700 800 300 1000 Water flow, gpm HydraLdiC Graph TOR StaHc P- N/A RedL,4 P- N/A AaCabIC PreaLLre at Thaa otTeLd N/A H- 12.532 @26.27 SraarrDar,d Q4fra taAkaa,a SLr) 12.532 @ N/A , © M.E.P.CAD, Inc. M AutoSPRINK 2018 v14.3.10.0 1/2/2019 12:29:56PM Page 4 1111Summary Of Oufflowing Devices Job Number: 50-0. HOUSE 2H0 CALC Renort Descriotion: Residential ( Device Actual Flow (ppm) Minimum Flow (ppm) K-Factor (K) Pressure (psi) Hose 27 5.00 5.00 0 18.306 Sprinkler 102 12.96 12.80 4.9 7.000 Sprinkler 103 13.31 12.80 4.9 7.373 Q Most Demanding Sprinkler Data & © M.E.P.CAD, Inc. MAutoSPRINK2018 04.3.10.0 1/2/2019 12:30:03PM Page 5 INode Analysis Job Number: 50- G. HOUSE 2HD CALC Rnnrt flo ritirn P idntI 1!\ Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 9 4-6 S 38.351 31.27 27 3-0 Hose(-0.000) 18.306 5.00 102 8-1 Spr(-7.000) 7.000 12.96 103 8-1 Spr(-7.373) 7.373 13.31 8 -1-6 WMV(-6.000) 34.531 12 4-6 E(7-0) 21.825 19 10-6 T(5-0),Tr(1'-O) 6.817 23 1-6 E(7-0), BOR 18.237 26 1-6 T(5-0), Tr(1'-O) 18.969 28 10-6 E(7-0), TOR 12.532 f © M.E.P.CAD. Inc. M AutoSPRINK 2018 v14.3.10.0 1/2/2019 12:30:04PM Page 6 'Jill IHydrau1ic Analysis Job Number: 50- G. HOUSE 2H0 CALC Rnnrt flscrintirn RpsirIpntiI (7 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =...... Route l ..... DR 1.1010 12.96 4.37 150 0.030510 13'-7'/2 Pt 0.873 102 19 8-1 10'6 12.96 4.9 7.000 6.817 Sprinkler, 2E(7'-O), Tr(1'-0) 15-0 28'-7Y2 Pe Pv -1.057 BL 1.1010 26.27 8.85 150 0.112681 34'-8'/ Pt 5.715 19 28 10-6 10'6 13.31 6.817 12.532 Flow (q) from Route 2 2Tr(1'-0), 2E(7'-0), TOR 16-0 50-8% Pe Pv BL 1.1010 26.27 8.85 150 0.112681 9'0 Pt 1.803 28 23 10-6 1-6 12.532 18.237 CV, E(7'-0), BOR 7-0 16-0 Pe Pv 3.902 BL 1.1010 26.27 8.85 150 0.112681 1-6 Pt 0.732 23 26 1-6 1-6 18.237 18.969 T(5-0) 5-0 6-6 Pe Pv BL 1.1010 31.27 10.54 150 0.155538 3-0 Pt 1.555 26 12 1-6 -1-6 5.00 18.969 21.825 Flow (q) from Route 3 E(7-0) 7-0 10-0 Pe Pv 1.301 UG 1.5980 31.27 5.00 150 0.025347 247'-7 Pt 12.706 12 8 -1-6 -1-6 21.825 34.531 E(9'-O), T(8'-O), NMV(-6.000) 17-0 264-7 Pe Pv UG 0.9950 31.27 12.90 150 0.254650 15-0 Pt 3.820 8 9 4-6 4-6 34.531 38.351 Water Supply 15-0 Pe Pv 0.00 Hose Allowance At Source 9 31.27 =...... Route 2 ..... DR 1.1010 13.31 4.48 150 0.032012 3-71/2 Pt 0.500 103 19 8-1 10-6 13.31 4.9 7.373 6.817 Sprinkler, E(7-0), 1(5-0) 12-0 15-7% Pe Pv -1.057 Route 3 ..... BL 1.1010 5.00 1.68 150 0.005236 1-6 Pt 0.013 27 26 3-0 1'6 5.00 18.306 18.969 Hose(-0.000) Tr(1'-O) 1-0 2'6 Pe Pv 0.650 lEquivalent Pipe Lengths of Valves and Fittings (C=120 Only) Actual Inside Diameter ( Schedule 40 Steel Pipe Inside Diameter 4.87 ) k = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 ,©M.E.P.CAD, Inc. INAutoSPRINK 2018 v14.3.10.0 1/2/2019 12:30:05PM Page 7 181Hydraulic Analysis I Job Number: 50- G. HOUSE 2HD CALC JUFL Utb(JIpUUfl. rcesiuerivai Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR outrigger HWC Hazen-Wlliams Constant CV Check Valve RN Riser Nipple Pt TSP pressure at a point in a pipe DeIV D DPV elu gValv e Valve Sprig otal Dry ST Stand Pipe Pn Normal pressure at a point in a pipe E 90° Elbow UG Underground Pf Pressure loss due to friction between points EE 45° Elbow Pe Pressure due to elevation difference between indicated Eel 11W Elbow points Ee2 22Y° Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node IT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WuF Wrsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD. Inc. jWAutoSPRINK 2018 v14.3.10.0 1/2/2019 12:30:05PM Page 8 IMICheck Point Gauge Data Job Number: 50- G. HOUSE 2HD CALC Report Description: Residential (3) Gauge Pressure(psi) K-Factor(K) Flow(gpm) Inlet Static Pressure( psi) 1EI1aUon(Foot) BOR 18.237 6.15 26.27 58.699 1-6 TOR 12.532 7.42 26.27 54.798 10-6 I©M.E.P.CAD, Inc. AutoSPRINK2018v14.3.10.0 1/2/2019 12:30:06PM Paae9 ~jjjjRiser Tag Job Number: 50- MCCALLUM 1 HO CALC Job MCCALLUM RES. 3104 SERRANO DR, CARLSBAD CA 92009 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand At Base Of Riser (BOR) Total Demand Flow(gpm): Pressure(psi): Residential 38 I 4.9 0.437 0.05gpm/ft2 0. 14gpm/ft2 500ft2 (Actual I46ft2) 20.00 28.756 Water Supply Information At Time Of Design Static Pressure(psi):. 60.000 Residual Pressure(psi): 20.000 H Supply Flow(gpm): 500.00 Total Demand Flow(gpm): 25.00 Total Demand Pressure(psi): 41.744 ©M.E.P.CAD, Inc. MAutoSPRINK 2018 04.3.10.0 1/2/2019 12:40:08PM Page 10 1111HYdraulic Summary Job Number: 50 - MCCALLUM I HD CALC Reoort Descriotion: Residential (2) Job Job Number 50 Design Engineer ALLWAVS FIRE PRO. - Job Nerro MCCALLUM RES. State CarbfiosOorlUoeree Number 897230 Mdreosl 3104 SERRANO DR, CARLSBAD CA 92009 Paid CITY OF CARLSBAD FIRE DEPARTMENT Address 2 Job Stetguilddrg Addr0503 Drevang NoIre SERRANO System Remote Area(s) Meet Deerardieg Spobanta Data 4.9 K-Factor 20.00 at 16.660 Occupancy Residential Job SaSS MCCALLUM 1 H CALC hOoonitcwenceAtocoune 0.00 Denote 0.05gpmlft2 Area otApplatattor 500ft2 (Actual 146ft2) Additional Hose Supplies Node Hose At Node 11 Flow(gpm) 5.00 Number OttpllnklersCatuutated 1 Coverage Per Spnnlder 400ft2 AutoPosh Hestmb Pressure For semen Area(s) Adj005ld To Most nerrote Peso inlet Hose Streams 5.00 System Poser bernard 25.00 inlet Abler Required Orsiudbrg Hose AAS.avnoe) 25.00 Msolnruet Pressure Ueb010nee In Loops 0.000 Mootmurt Patently Abuse Closed 8.42 between nodes 14 and 7 Moelnoirn Vet000y Undnllerourld 10.32 between nodes 9 and 8 Vokerte ospooty or Wet Pipes 50.75ga1 V000nreoopocoy00Dry Pioos Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) (gpm) Available (psi) Total Demand (gpm) Required (psi) Safety Margin (psi) 9 Water Supply 60.000 20.000 500.00 59.843 I 25.00 41.744 18.099 Contractor Contacts, somber - Contact Name Contact line None of Cortre000c Phone Eolersior Address O FAX Addr0502 C-med Address 3 Web.SOe ©M.E.P.CAD, Inc. M AutoSPRlNK 2018 v14.3.10.0 11212019 12:39:55PM Page 1 111Hydraulic Graph I Job Number: 50- MCCALLUM 1 HD CALC Rmort Dpserintion: Residential (2' Water Supply at Node 9 100- 90- 60- 70- 60 - Static Pressure 60.000 50— —\ CL 25.00 40 41.744\__ 30---- S fstern demand curve 20- 00.00t20.000_________ - •••••IllIllIl 111111111 111111111 IlllIIl lIllIllIl 111111111 111111 I 0— ioo 200 300 400 5 600 700 800 1000 0 Water flow, gpm Hydtaiiiu 0mph Water Supply at Node 9 Steps: ft- 60.000 Residual: P- 20.000 @ 500.00 Avalable Pressure at Thee at Teat 59.843 @25.00 -at 41.744 @25.00 Sytea Darravd Oratraiw ttaaaplaaama at Sau) 41.744 @25.00 . © M.E.P.CAD, Inc. IN AutoSPRINK 2018 v14.3.10.0 1/2/2019 12:39:56PM Page 2 IHydrau1ic Graph Job Number: 50- MCCALLUM 1 HD CALC RAnort flrrintnn Rqii1pntiI (\ BOR 100-: 90 80- 70 60 -Static Pressure _ 60.000 50 40 30 0.00 28.756 20- 00.0020.000________ Fstem demand curve :3, 10 IJ.U.LI.lJ 11111111 ItIIIIt 111111111 II II liii liii II II I I I I I I I I I I 0-•- QI 00 200 300 400 500 600 700 800 900 1000 Water flow, gpm Gph BOR SIII P- N/A Reido N/A Av,lat,M Pressure at11meofTet N/A 28.756 @20.00 S) 28.756 Q N/A , © M.E.P.CAD, Inc. In AutoSPRINK 2018 v14.3.10.0 1/2/2019 12:39:56PM Page 3 ~JJJJHydraulic Graph Job Number: 50- MCCALLUM 1 HO CAIC Pnps,t flssree.rinti,sn Psu 4ssntire lfl TOR 100 - 90 80- 70- 60 Static Pressure 60.000_ I 50 Ef CL ::ii _______ .00 0 24.769 C 20- - 0.00c20.000________ stem demand curve 10 W.UJ WILLLJ IlIflhll! 11111111 111111111 lII Ihi I II I II III II II II I I I I I 00 200 300 400 500 600 700 800 900 1000 Water flow, gpm UydrsuIu Greph TOR stahc: Pressure - N/A prstdsel: Pressure N/A Malable Pressure at Terre or Tees N/A 24.769 @20.00 srGrererer pesurerausu,eessesss) 24.769 @ N/A . © M.E.P.CAD, Inc. IN AutoSPRINK 2018 v14.3.10.0 1/2/2019 12:39:56PM Page 4 Isummary Of Outfiowing Devices I Job Number: 50- MCCALLIJM 1HD CALC repon uescnpilon: Kesioenuai ) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) I I (psi) Hose 11 1 5.00 5.00 1 0 1 28.535 c Most Demanding Sprinkler Data & © M.E.P.CAD, Inc. VA AutoSPRINK 2018 v14.3.10.0 1/2/2019 12:40:03PM Page 5 INode Analysis Job Number: 50- MCCALLUM 1 HD CALC Renort Descrintion Residential (2 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 9 -1-6 S 41.744 25.00 11 3-0 Hose(-0.000) 28.535 5.00 126 16-1 Spr(-16.660) 16.660 20.00 2 8-6 T(5-0) 22.044 3 8-6 T(5-0), Tr(1-0) 22.433 4 8-6 T(5-0), Tr(1-0) 22.625 5 8-6 E(7'-O), TOR 24.769 6 1-6 E(7-0), BOR 28.756 7 1-6 1(5-0), (1 '-0) 29.198 8 4-6 \Mv1V(-6.000) 39.219 14 -1-6 E(7-0) 31.527 52 16-6 T(5'-O) 17.559 , © M.E.P.CAD, Inc. in AutoSPRINK 2018 v14.3.10.0 1/2/2019 12:40:04PM Page 6 1111Hydraulic Analysis Job Number: 50- MCCALLUM 1 HD CALC Reoort Descriotion: Residential (2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =. ..... Route l ..... DR 1.1010 20.00 6.74 150 0.068041 4-0 Pt 1.089 126 52 16-1 16-6 20.00 4.9 16.660 17.559 Sprinkler, E(7'-0), T(5'-O) 12-0 16-0 Pe Pv -0.190 BL 1.1010 9.88 3.33 150 0.018447 46.71/2 Pf 1.598 52 4 16-6 81-6 17.559 22.625 71r(1'..0) 4E(7'-O), T(5'-O) 40-0 86-7'/2 Pe Pv 3.468 BL 1.1010 20.00 6.74 150 0.068041 16-6 Pt 2.144 4 5 8-6 8'6 10.12 22.625 24.769 Flow (q) from Route 3 Tr(1-0), 2E(7'-0), TOR 15-0 31-6 Pe Pv BL 1.1010 20.00 6.74 150 0.068041 7-0 Pt 0.953 5 6 8-6 1-6 24.769 28.756 CV, E(7'-0), BOR 7-0 14-0 Pe Pv 3.035 BL 1.1010 20.00 6.74 150 0.068041 1-6 Pt 0.442 6 7 1-6 1-6 28.756 29.198 T(5'-O) 5-0 6-6 Pe Pv BL 1.1010 25.00 8.42 150 0.102815 3-0 Pt 1.028 7 14 1-6 -1-6 5.00 29.198 31,527 Flow (q) from Route 2 E(7'-0) 7-0 100 Pe Pv 1.301 UG 1.5980 25.00 4.00 150 0.016755 100-0 Pt 7.692 14 8 -1-6 4-6 31.527 39.219 Tr(i'-O), WMV(-6.000) 1-0 101'0 Pe Pv UG 0.9950 25.00 10.32 150 0.168329 15-0 Pt 2.525 8 9 -1-6 -1-6 39.219 41.744 Water Supply 151 0 Pe Pv 0.00 Hose Allowance At Source 9 25.00 Route ..... BL 1.1010 5.00 1.68 150 0.005236 1-6 Pt 0.013 11 7 3'0 1'6 5.00 28.535 29.198 Hose(-0.000) Tr(1'-0) 1-0 2'6 Pe Pv 0.650 - Route 3 ..... BL 1.1010 5.75 1.94 150 0.006783 42-4Y2 Pt 0.389 2 3 8-6 8'6 10.12 22.044 22.433 Flow (q) from Route 5 2T(5-0), 5Tr(1'-0) 15-0 57'4'/z Pe Pv BL 1.1010 10.12 3.41 150 0.019306 8-11 Pt 0.192 3 4 8-6 8'6 4.37 22.433 22.625 Flow (q) from Route 4 - Tr(1'-O) 1-0 9,-11 Pe Pv Route ..... BL 1.1010 4.37 1.47 150 0.004084 75.4 pf 0.389 2 3 8-6 8'6 10.12 22.044 22.433 Flow (q) from Route 5 8Tr(1'-0), T(5'-O), E(7'-0) 20-0 954 Pe Pv =. ..... Route 5 ..... BL 1.1010 10.12 3.41 150 0.019306 20-8 Pt 1.017 52 2 16-6 8'6 9.88 17.559 22.044 Flow (q) from Route I 3E(7'-O), Tr(1'-O), 2T(5'-O) 32-0 52'8 Pe Pv 3.468 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter ( Schedule 40 Steel Pipe Inside Diameter 487 ) = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 & © M.E.P.CAD, Inc. JNAutoSPRINK 2018 04.3.10.0 1/2/2019 12:40:05PM Page 7 - §jjHydraulic Analysis Job Number: 50- MCCALLUM I HO CALC rpOFL uescrlpuon. rcesioeniiau !1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fillings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing ON Drain Discharge gpm BaIV Ball Valve DR Drop BFP Back-flow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Wlliams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a DeW Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90° Elbow UG Underground Pf Pressure loss due to friction between points EE 450 Elbow Pe Pressure due to elevation difference between indicated Eel llY° Elbow points Ee2 22%' Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FOG Fire Department Connection fE 90° FireLock(TM) Elbow lEE 45° FireLock(TM) Elbow fig Flange FN Floating Node IT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet Pry Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SEx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Mrsbo • tNMV Water Meter Valve Z Cap 7 ©M.E.P.CAD, Inc. jj AutoSPRlNK 2018 v14.3.10.0 1/2/2019 12:40:05PM Page 8 Icheck Point Gauge Data I Job Number: 50- MCCALLUM IHD CALC ill [erTag Job Number: 50 - MCCALLUM 2HD CALC Job MCCALLUM RES. 3104 SERRANO DR, CARLSBAD CA 92009 Design Basis Occupancy: Residential H Total Sprinklers: 38 Number Of. Sprinklers Calculated: 2 K-Factor: 4.9 Orifice Size: 0.437 Design Density: 0.05gpm/ft2 Average Density: 0.12gpm/ft2 Area of Application: 500ft2 (Actual 225ft2) Demand At Base Of Riser (BOR) Total Demand Flow(gpm): 26.46 Pressure(psi): 21.631 Water Supply Information At Time Of Design Static Pressure(psi): 60.000 Residual Pressure(psi): 20.000 Supply Flow(gpm): 500.00 Total Demand Flow(gpm): 31.46 Total Demand Pressure(psi): 37.697 & 0 M.E.P.CAD, Inc. M AutoSPRINK 2018 v14.3.10.0 1/2/2019 12:37:01 PM Page 10 11111Hydraulic Summary Job Number: 50- MCCALLUM 2HD CALC Rnnrt Dscrintirtn: Rpside.nti2l (1 \ Job Job Number 50 0ee19n Enobroor ALLWAYS FIRE PRO. Job 00000: MCCALLUM RES. Slate CortfficatiorilLioonoo Number 897230 Address 3104 SERRANO DR, CARLSBAD CA 92009 blAt CITY OF CARLSBAD FIRE DEPARTMENT AddrOoo 2 Job balbuddu,g Address - En Noble SERRANO System Remote Area(s) Most Denotnddr SptiolJor Data 4.9 K-Factor 12.96 at 7.000 Ocuvpancy Residential Job SuSte MCCALLUM 2HD CALC 0000 tiAboanne At Serene 0.00 Senaty 0.05gpmlft2 Area ettippbicauoer 500ft2 (Actual 225ft°) Additional 000a Supplies Node Hose At Node 11 Flow(pr)m) 5.00 Number Of SprinkJers Cakulaled 2 Coverage Par tipflrrlder 256ft2 bieoPe000estole:PbessrumForeem000bree(e)AdiacemToM000Renertetimma Total 00.0 Streams 5.00 Syotam flew Demand 31.46 Total 0.Nte, Raqidred (lndudbeg 000abdOuaanee) 31.46 Maulflrcarr Pressure Unbalance In Loops 0.000 uaolevsn Velondy Above Ground 10.60 between nodes 14 and 7 Mealmum Velocity UrderGmurot 12.98 between nodes 9 and 8 Vobinre capably otbrobt Pipes 50.75ga1 Voltom000pdceyotDry Ppes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) (gpm) Available (psi) Total Demand (gpm) Required (psi) Safety Margin (psi) 9 Water Supply 60.000 20.000 I 500.00 59.760 I 31.46 37.697 22.063 Contractor Conbactor Number Contact Name Contact role Name of Contractor. Ptrore Eutonsion Address FM Addr00s 2 E-nral bddbOoo3 WON-SOP yo©M.E.P.CADr Inc. nAutoSPRINK2018 v14.3.10.0 1/2/2019 12:36:48PM Page 1 ~JJJJHydraufic Graph I Job Number: 50- MCCALLUM 2HD CAIC Rnnrt noqt-rintinn RpctiidprttiI (1 Water Supply at Node 9 100-: 90- 80- 70-- - Static Pressure 60 60.000_ CL D 50 a. 40— 1.46 .46 37.697 S stem demand curve 00.00@20.000________ 20- LLWJJJ I III II I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 — 200 103 400 600 700 800 93: 1000 Water flow, gpm Hdratic Graph Water Supply at Node 9 Static: Pressure 60.000 Reicduut: P- 20.000 @ 500.00 Avalabje Pressure at--- 59.760 @31.46 -51 37.697 @31.46 hpdeSr Derrurd trabucs HresAarreetSoaraa) 37.697 @ 31.46 , © M.E.P.CAD, Inc. M AutoSPRINK 2018 v14.3.10.0 1/2/2019 12:36:49PM Page 2 1111Hydraulic Graph Job Number: 50- MCCAILUM 2HD CALC Pnnt fl ... rtntitcn Ptat,ntitai 11 BOR too- 70 --- 60 - Static Pressure 60.000_ CL 40- a. :i _______ 46 21 .631 20 -46? 00.00 © 20.000 - _____ ______ steni demand curve 10 IIIJJ.IJ 1JJJJ.1.L Illililil lllillit 11111111 II ii liii lilt liii ii I I I I I 200 400 500 600 700 800 900 1000 00 Water flow, gpm hydrat4ic Graph BOR Static: Pressure N/A Residual: Pressure N/A Avalabta Pressure attune atTest N/A 21.631 @26.46 Systsa,D.rrsnd 0r.acgetaasulea.e,c.taSraassl 21.631 @N/A , © M.E.P.CAD, Inc. M AutoSPRINK 2018 04.3.10.0 1/2/2019 12:36:49PM Page 3 1111 Hydrau1ic Graph Job Number: 50- MCCALLUM 2HD CALC D.,.,.* O,+-I il TOR 100— 70— 60 Static Pressure 60.000_ CL 50 a. 40 30— 20 00.00 @ 20.0O__________ 6.46 16.998 10- stem demand curve 0— 'JJiLLLLU.LLI.L IIHIII 111111111 IllItlIll I II I III lilt Iii It I I I I I I oo 200 300 400 500 600 700 800 900 1000 Water flow, gpm Hyd,ii O,ph TOR Sthtc Pmsswe - N/A N/A Avbbte F,eu,o tTh,,etTt N/A 16.998 @26.46 s_.,ow_.d S) 16.998 @ N/A . © M.E.P.CAD, Inc. j AutoSPRINK 2018 04.3.10.0 1/2/2019 12:36:49PM Page 4 ISummary Of Outfiowing Devices Job Number: 50- MCCALLUM 2HD CALC Ronrt Dpscrirtinn- RisictentiI (1 ' Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 11 500 5.00 0 21.710 Sprinkler 101 13.49 12.80 4.9 7.583 c. Sprinkler 119 12.96 12.80 4.9 7.000 E Most Demanding Sprinkler Data ( © M.E.P.CAD, Inc. MAutoSPRINK 2018 04.3.10.0 1/2/2019 12:36:56PM Page 5 1111 Node Analysis 1 Job Number 50- MCCALLUM 21-11) CALC Renort Descriotion: Residential (1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 9 -1-6 S 37.697 31.46 11 3-0 Hose(-0.000) 21.710 5.00 101 16-1 Spr(-7.583) 7.583 13.49 119 16-1 Spr(-7.000) 7.000 12.96 1 16-6 1(5-0) 7.586 2 8-6 T(5'-O) 12.164 3 8-6 T(5-0),Tr(1'-O) 12.992 4 8-6 1(5-0), Tr(1'-O) 13.400 5 8-6 E(7'-O), TOR 16.998 6 1-6 E(7-0), BOR 21.631 7 1-6 T(5'-O), Tr(1-0) 22.373 8 4-6 VV(-6.000) 33.835 10 16-6 T(5-0) 7.572 14 4-6 E(7-0) 25.247 © M.E.P.CAD, Inc. AutOSPRINK 2018 v14.3.10.0 1/212019 12:36:57PM Page 6 IHydrau1ic Analysis Job Number: 50- MCCALLUM 2HD CAIC Reoort Descriotion: Residential (fi Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Upstream Pt Pn Fittings ]Eq. Length Summary =. ..... Route l ..... DR 1.1010 12.96 4.37 150 0.030510 6-5 Pt 0.776 119 1 16-1 16-6 12.96 4.9 7.000 7.586 Sprinkler, 2E(7-0), T(5'-O) 19-0 25-5 Pe Pv -0.190 BL 1.1010 15.23 5.13 150 0.041088 8-0 Pt 1.109 1 2 16-6 8-6 2.26 7.586 12.164 Flow (q) from Route 5 2E(7-0), T(5'-O) 19-0 27-0 Pe Pv 3.466 BL 1.1010 8.65 2.92 150 0.014437 42-4% Pt 0.829 2 3 8-6 81 6 12.164 12.992 2T(5'-O), 5Tr(1'-0) 15-0 574Y Pe Pv BL 1.1010 15.23 5.13 150 0.041088 8-11 Pt 0.408 3 4 8-6 8'-6 6.58 12.992 13.400 Flow (q) from Route 4 Tr(1-0) 1-0 9.11 Pe Pv BL 1.1010 26.46 8.92 150 0.114179 16-6 Pf 3.598 4 5 8-6 8'-6 11.23 13.400 16.998 Flow (q) from Route 2 Tr(1'-0), 2E(7'.0), TOR 15-0 31-6 Pe Pv BL 1.1010 26.46 8.92 150 0.114179 7-0 Pt 1.599 5 6 8-6 1-6 16.998 21.631 CV, E(7'-O), BOR 7-0 14-0 Pe Pv 3.035 BL 1.1010 26.46 8.92 150 0.114179 1-6 Pt 0.742 6 7 1-6 1-6 21.631 22.373 T(5-0) 5-0 6-6 Pe Pv BL 1.1010 31.46 10.60 150 0.157275 3-0 Pf 1.573 7 14 1-6 -1-6 5.00 22.373 25.247 Flow (q) from Route 3 E(7'-0) 7-0 10-0 Pe Pv 1.301 UG 1.5980 31.46 5.03 150 0.025630 100-0 Pf 8.569 14 8 -1-6 1'6 25.247 33.835 Tr(1-0), WMV(-6.000) 1-0 101'0 Pe Pv UG 0.9950 31.46 12.98 150 0.257493 15-0 Pt 3.862 8 9 -1-6 -1'-6 33.835 37.697 Water Supply 15'0 Pe Pv 0.00 Hose Allowance At Source 9 31.46 =. ..... Route 2 ..... DR 1.1010 13.49 4.55 150 0.032855 0-5% Pt 0.179 101 10 16-1 16-6 13.49 4.9 7.583 7.572 Sprinkler, T(5'-0) 5-0 Pe Pv -0.190 BL 1.1010 11.23 3.78 150 0.023394 52-10% Pt 2.360 10 4 16-6 8.6 7.572 13.400 5E(7'-0), 8Tr(1'-0), T(5'-O) 48-0 100'10Y2 Pe Pv 3.468 Route ..... BL 1.1010 5.00 1.68 150 0.005236 1-6 Pt 0.013 11 7 3-0 1-6 5.00 21.710 22.373 Hose(-0.000) Tr(1'-0) 1-0 2'6 Pe Pv 0.650 =. ..... Route 4 ..... BL 1.1010 6.58 2.22 150 0.008691 754 Pt 0.829 2 3 8-6 8'6 8.65 12.164 12.992 Flow (q) from Route 1 8Tr(1-0), T(5'-O), E(7'-0) 20-0 954 Pe Pv -. ..... Route S ..... BL 1.1010 2.26 0.76 150 0.001208 6-5% Pt 0.014 10 1 16-6 16-6 11.23 7.572 7.586 Flow (q) from Route 2 T(5'-O) 5-0 11-5% Pa Pv lEquivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter - ( Schedule 40 Steel Pipe Inside Diameter 4.87 ) - Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 © M.E.P.CAD, Inc. IN AutoSPRlNK 2018 v14.3.10.0 1/212019 12:36:59PM Page 7 IHydraulic Analysis' Job Number: 50- MCCALLUM 21-ID CALC t'eport L.iescnpiion: Keslaentlal (1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings IEq. Length Summary Upstream I Total Length Pipe Type Legend 11 Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop SEP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Wlliams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DelV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pin Normal pressure at a point in a pipe E 90° Elbow UG Underground Pt Pressure loss due to friction between points EE 45° Elbow Pe Pressure due to elevation difference between indicated Eel 11W Elbow points Ee2 22Y° Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° EireLock(TM) Elbow fEE 45° EireLock(TM) Elbow fig Flange EN Floating Node fT EireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet Pry Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirE Wlrsbo V/MV Water Meter Valve Z Cap f, 0 M.E.P.CAD, Inc. J§AutoSPRINK 2018 04.3.10.0 1/2/2019 12:36:59PM Page 8 11MICheck Point Gauge Data I Job Number: 50- MCCALLUM 21-11) CALC uratu Report Description: Residential (1) Gauge Pressure(psi) K-Factor(K) Flow(gpm) Inlet Static Pressure(psi) Elevation(Foot) BOR 21.631 5.69 26.46 58.699 1-6 TOR 16.998 6.42 26.46 55.665 8-6 IM.Z©M.E.P.CAD, Inc. InAutoSPRINK2018 04.3.10.0 1/2/2019 12:37:00PM Paqe 9 tqcU Worldwide www.tyco-fire.com Contacts RAPID RESPONSE Series LFII Residential 4.9 K-factor Concealed Pendent Sprinkler Flat Plate, Wet Pipe and Dry Pipe Systems General Description The TYCO RAPID RESPONSE Series LFII Residential 4.9K Concealed Pendent Sprinklers (TY3596) are dec- orative, fast response, fusible solder sprinklers designed for use in residen- tial occupancies such as homes, apart- ments, dormitories, and hotels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The flat profile of the cover plate provides the optimum aes- thetically appealing sprinkler design. In addition, the concealed design of the Series LFII Residential Con- cealed Pendent Sprinklers provides 1/2 in. (12,7 mm) vertical adjustment. This adjustment provides a measure of flexibility when cutting fixed sprin- kler drops. The Series LFII Residential Concealed Pendent Sprinklers are intended for use in the following scenarios: Wet and dry pipe residential sprin- kler systems for one and two fam- ily dwellings and mobile homes per NFPA 13D Wet and dry pipe residential sprin- kler systems for residential occupan- cies up to and including four stories in height per NFPA 13R . Wet and dry pipe sprinkler systems for the residential portions of any occupancy per NFPA 13 The Series LFII Residential Concealed Pendent Sprinklers have been designed with heat sensitivity and water distri- bution characteristics proven to help IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. Page 1 of 6 in the control of residential fires and to improve the chance for occupants to escape or be evacuated. The Series LFII Residential Con- cealed Pendent Sprinklers (TY3596) are shipped with a Disposable Protec- tive Cap. The Protective Cap is tem- porarily removed for installation, and then it can be replaced to help protect the sprinkler while the ceiling is being installed or finished. The tip of the Pro- tective Cap can also be used to mark the center of the ceiling hole into the plaster board, ceiling tiles, and so on, by gently pushing the ceiling product against the Protective Cap; When the ceiling installation is complete the Pro- tective Cap is removed and the Cover Plate Assembly is installed. Dry Pipe System Application The Series LFII Residential Concealed Pendent Sprinklers offer a laboratory approved option for designing dry pipe residential sprinkler systems, whereas, most residential sprinklers are labora- tory approved for wet systems only. Through extensive testing, it has been determined that the number of design sprinklers (hydraulic design area) for the Series LFll Residential Concealed Pendent Sprinklers need not be increased over the number of design sprinklers (hydraulic design area) as specified for wet pipe sprinkler systems, as is accustomed for density/ area sprinkler systems designed per NFPA 13. Consequently, the Series LFll Residen- tial Concealed Pendent Sprinklers offer the features of non-water filled pipe in addition to not having to increase the number of design sprinklers (hydraulic design area) for systems designed to NFPA 13,13D, or 13R. MAY 2018 The Series LFII Residential Concealed Pendent Sprinklers (1-Y3596) described herein must be installed and maintained in compliance with this document and with the applicable standards of the National Fire Protection Association (NFPA), in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the perfor- mance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Number (SIN) TY3596 TFP442 BODY SEALING (1/2° NPT) ASSEMBLY CAP 22' SPRINKLER. I WRENCHING AREA SADDLE SUPPORT COMPRESSION CUP WITH SCREW ROLL FORMED THREADS LEVER GUIDE PIN SOLDER LINK I I ELEMENT II GUIDE PIN HOUSING I I I I II I DEFLECTOR (OPERATED DEFLECTOR POSITION) SPRINKLER ASSEMBLY THREAD INTO RETAINER SUPPORT WITH THREAD CUP UNTIL DIMPLES MOUNTING SURFACE IS 1Iv • FLUSH WITH CEILING EJECTION _ SPRING SOLDER COVER PLATE COVER TAB ASSEMBLY PLATE FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER (TY3596) TFP442 Page 2 of 6 Technical Data Approvals UL and C-UL Listed NYC Approved under MEA 44-03-E-2NSF Certified to all requirements of NSF/ANSI 61 The TYCO RAPID RESPONSE Series LFIl Residential Concealed Pendent Sprinklers are Listed only when installed with LFll/RFlll Concealed Cover Plates having factory- applied finishes. Sprinklers and Cover Plates are separately ordered. Refer to the Ordering Procedure section for more information. Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K=4.9 GPM/ps1¼ (70,6 LPM/bar½) Temperature Rating 160°F (71°C) Sprinkler 139°F (59°C) Cover Plate Vertical Adjustment 1/2 in. (12,7 mm) Finishes Refer to Ordering Procedure section Physical Characteristics Body..............................Brass Cap .................... . .......... Bronze Saddle ............................. Brass Sealing Assembly.. Beryllium Nickel w/TEFLON. Soldered Link Halves .................Nickel Lever ................................. Bronze Compression Screw .................. Brass Deflector ...................Copper or Brass Guide Pin Housing ..................Bronze Guide Pins .........Stainless Steel or Bronze Support Cup .....................:. Steel Cover Plate .......................Copper Retainer ...........................Brass Cover Plate Ejection Spring .... Stainless Steel Operation When exposed to heat from a fire, the Cover Plate, which is normally soldered to the Retainer at three points, falls away to expose the sprinkler assembly. At this point the Deflector supported by the Arms drops down to its operated position. The fusible link of the sprin- kler assembly is comprised of two link halves that are soldered together with a thin layer of solder. When the rated temperature is reached, the solder melts and the two link-halves separate allowing the sprinkler to activate and flow water. Design Criteria The TYCO RAPID RESPONSE Series LFII Residential Concealed Pendent Sprinklers (1Y3596) are UL and C-UL Listed for installation in accordance with this section. Note: When conditions exist that are outside the scope of the provided cri- teria, refer to the Residential Sprinkler Design Guide TFP490 for the manu- facturer's recommendations that may be acceptable to the authority having jurisdiction. System Types Per the UL Listing, wet pipe and dry pipe systems may be utilized. Per the C-UL Listing, only wet pipe systems may be utilized. Refer to Technical Data Sheet TFP485 about the use of residential sprinklers in residential dry pipe systems. Ceiling Types Smooth flat horizontal, beamed, or sloped in accordance with the 2013 Edition of NFPA 13D, 13R, or 13 as applicable. Hydraulic Design (NFPA 130 and 13R) For systems designed to NFPA 13D or NFPA 13R, the minimum required sprin- kler flow rates are given in Tables A and B as a function of temperature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NFPA 130 or NFPA 13R. The number of "design sprinklers" specified in NFPA 13D and 13R for wet pipe systems is to be applied when designing dry pipe systems. TFP442 Page 3 of 6 WET PIPE SYSTEM Maximum Minimum Flow and Residual Pressure 2.3 Coverage Maximum Spacing Ordinary Temp. Rating Area 160°F (71°C) Minimum ft x ft ft (m) Deflector to Installation Spacing Flow Pressure (m x m) Ceiling Type ft GPM psi (m) (LPM) (bar) 12x12 12 13 7.0 (3,7 x 3,7) (3,7) (49,2) (0,48) Smooth Ceilings 14x14 14 13 7.0 7/8tol-1/8in. (4,3x4,3) (4,3) (492) (0,48) Beamed Ceilings per 8 16 x 16 16 13 70 .(4,9x4,9) (4,9) (49,2) (0,48) NFPA 13D or Concealed (2,4) 13R, or 13. Installed in 18x18 18 17 12.0 beam (5,5x5,5) (5,5) (64,3) (0,83) 7/8t0 1-1/8 in. below bottom 20x20 20 20 16.7 of beam (6,1 x6,1) (6,1) (75,7) (1,15) Notes: For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. 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 under the Design Criteria section. For NFPA 13 residential applications, the greater of 0.1 GPM/ft° over the design area or the flow in accordance with the criteria in this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9 K-FACTOR FLAT PLATE CONCEALED PENDENT SPRINKLER (TY3596) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEM Maximum Minimum Flow and Residual Pressure 2,3 Ordinary Temp. Rating Coverage Maximum Spacing Area 160°F (71°C) Minimum n X ft ft (m) Deflector to Installation Spacing Flow Pressure (m x m) Ceiling Type ft GPM psi (m) (LPM) (bar) 12x12 12 13 7.0 (3,7 X 3,7) (3,7) (49,2) (0,48) Smooth Ceilings 14x14 14 14 8.2 7/8t0 1-1/8 in. (4,3x4,3) (4,3) (53,0) (0,57) Beamed Ceilings per 8 16 x 16 16 15 9.4 (4,9x4,9) (4,9) (56,8) (0,65) NFPA 13D or Concealed (2,4) 13R, or 13. Installed in 18x18 18 18 13.5 beam (5,5x5,5) (5,5) (68,1) (0,93) 7/8t0 1-1/8 in. below bottom 20 x 20 20 21 18.4 of beam (6,1 x6,1) (6,1) (79,5) (1,27) Notes: For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated us- ing the nominal K-factor. Refer to Hydraulic Design under the Design Criteria section. For NFPA 13 residential applications, the greater of 0.1 GPM/ft° over the design area or the flow in accordance with the criteria in this table must be used. TABLE B DRYPIPE SYSTEM RAPID RESPONSE SERIES LFII RESIDENTIAL 4.9 K-FACTOR FLAT PLATE CONCEALED PENDENT (TY3596) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA TFP442 Page 4 of 6 2-1/2 DIA. SPRINKLER- (635 mm) 1/2 (12,7 mm) FACE OF • SUPPORT CUP 1/2 ADJUSTMENT FITTING NPT OPERATED ASSEMBLY THREADED SPRINKLER COVER (47,6 mm I- 1-7/8±1/4 SPRINKLER PLATE 1/8 GAP I ±6,4 mm) RETAINE (3,2 mm) RM I I 5/8 COVER- SPRINKLER- (15,9 mm) MOUNTING RETAINER SUPPORT CUP 3/16° SURFACE _____ ASSEMBLY ASSEMBLY I (4,8 mm) ' /' DISPOSABLE (28,6 mm) ______ 3-3/16 DIA. ______ SABLE DEFLECTOR IN (81,0 mm) Tip PROTECTIVE CAP OPERATED POSITION FIGURE 2 RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER (TY3596) INSTALLATION DIMENSIONS, PROTECTIVE CAP, AND ACTIVATED DEFLECTOR Hydraulic Design (NFPA 13) For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: The flow rates given in Tables A and B as a function of temperature rating and the maximum allowable cover- age area A minimum discharge of 0.1 GPM/ft2 over the design area comprised of the four most hydrauli- cally demanding sprinklers for actual coverage areas protected by the four sprinklers The number of design sprinklers speci- fied in NFPA 13 for wet pipe systems is to be applied when designing dry pipe systems. Dry Pipe System Water Delivery When using the Series LFII Residen- tial Concealed Pendent Sprinklers in dry pipe sprinkler systems, the time for water delivery must not exceed 15 seconds for the most remote operat- ing sprinkler. Obstruction to Water Distribution Sprinklers are to be located in accor- dance with the obstruction rules of NFPA 13D, 13R, and 13 as applicable for residential sprinklers as well as with the obstruction criteria described within the Technical Data Sheet TFP490. Operational Sensitivity The sprinklers are to be installed rela- tive to the ceiling mounting surface as shown in Figure 2. Sprinkler Spacing The minimum spacing between sprin- klers is 8 ft (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage .area (Ref. Table A or B) being hydraulically calculated (e.g., maximum 12 ft for a 12 ft x 12 ft coverage area, or 20 feet for a 20 ft x 20 ft coverage area). The Series LFII must not be used in applications where the air pres- sure above the ceiling is greater than that below. Down drafts through the Support Cup could delay sprinkler operation in a fire situation. Installation The TYCO RAPID RESPONSE Series LFII Residential Concealed Pendent Sprinklers (TY3596) must be installed in accordance with this section. General Instructions Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the support cup only. Therefore, do not apply pres- sure to the fusible Link Assembly. A 1/2 in. NPT sprinkler joint should be obtained with a minimum to maximum torque of 7 to 14 lb-ft (9,5 to 19,0 Nm). Higher levels of torque may distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Cover Plate Assembly by under-or over-tightening the Sprinkler. Re- adjust the position of the sprinkler filling to suit. Step 1, The sprinkler must only be installed in the pendent position and with the centerline of the sprinkler per- pendicular to the mounting surface. WRENCH RECESS PUSH WRENCH INTO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W-TYPE 18 SPRINKLER WRENCH Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant applied to the pipe threads, and using the W-Type 18 Wrench shown in Figure 3, install and tighten the Sprinkler! Support Cup Assembly into the fitting. The W-Type 18 Wrench will accept a 1/2 in. ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protec- tive Cap helps prevent damage to the Deflector and Guide Pins during ceiling installation and/or during application of the finish coating of the ceiling. It may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. Note: As long as the protective Cap remains in place, the system is consid- ered to be "Out Of Service." TFP442 Page 5 of 6 -i Step 5. After the ceiling has been com- pleted with the 2-1/2 in. (63 mm) diam- eter clearance hole and in preparation for installing the Cover Plate Assembly, remove and discard the Protective Cap, and verify that the Deflector moves up and down freely. If the sprinkler has been damaged and the Deflector does not move up and down freely, replace the entire sprinkler assembly. Do not attempt to modify or repair a damaged sprinkler. Step 6. Push on the Cover Plate Assembly until its flange comes in contact with the ceiling. If the Cover Plate Assembly cannot be engaged with the Mounting Cup or the Cover Plate Assembly cannot be engaged sufficiently to contact the ceiling, the Sprinkler Fitting must be repositioned. Care and Maintenance The TYCO RAPID RESPONSE Series LFII Residential Concealed Pendent Sprinklers (TY3596) must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Absence of a Cover Plate may delay the sprinkler operation in a fire situation. When properly installed, there is a nominal 1/8 in. (3,2 mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 2. This air gap is necessary for proper oper- ation of the sprinkler by allowing heat flow from a fire to pass below and above the Cover Plate to help assure appropriate release of the Cover Plate in a fire situation. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does not seal oft any of the air gap. Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted units. Non-factory applied paint may adversely delay or prevent sprinkler operation in the event of a fire. Do not pull the Cover Plate relative to the Enclosure. Separation may result. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied or over heated sprinklers must be replaced. Care must be exercised to avoid damage before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or product manufacturer with any questions. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only 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. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and part number (P/N). Sprinkler Assemblies Specify: Series LFll (1Y3596) 4.9K Res- idential Concealed Pendent Sprinkler, P/N 51-112-1-160 Note: Sprinkler and Cover Plates are separately sold. See below for Cover Plate ordering information. Cover Plate Assemblies Specify: LF1I/RFlll Concealed Sprinkler Cover Plate Assembly, (specify finish); P/N (specify): Ivory (RAL1015) ...............56-204-0-135 Beige (RAL1001) ..............56-204-2-135 Pure White (RAL9O1O). ......... 56-204-3-135 Signal White (RAL9003). ........ 56-204-4-135 Grey White (RAL9002)..........56-204-5-135 Brown (RAL8028)..............56-204-6-135 Black (RAL9005) ..............56-204-7-135 Brushed Brass ................ 56-204-8-13.5 Brushed Chrome ..............56-204-9-135 Brass ....................... 56-204-1 -135 Custom Paint .................56-204-X-135 *Eastern Hemisphere sales only Previously known as Bright White Note: All Custom Cover Plates are painted using Sherwin Williams Interior Latex Paint. Contact Tyco Customer Service with any questions related to custom orders. Sprinkler Wrench Specify: W-Type 18 Sprinkler Wrench, P/N 56-000-1-265 Do not continue to push on the Cover Sprinklers which are found to be Plate Assembly such that it lifts a leaking or exhibiting visible signs of ceiling panel out of its normal position. corrosion must be replaced. tqcco Worldwide Contacts I www.tyco-fire.com RAPID RESPONSE Series LFII Residential 4.9 K-factor Pendent Sprinkler Wet Pipe and Dry Pipe Systems General Description TYCO RAPID RESPONSE Series LFII Residential 4.9K Pendent and Recessed Pendent Sprinklers (TY2234) are decorative, fast response, frangi- ble bulb sprinklers designed for use in residential occupancies such as homes, apartments, dormitories, and hotels. When aesthetics and optimized flow characteristics are the major con- sideration, the Series LFII Residential Sprinklers (TY2234) should be the first choice. The Series LFII Residential Sprinklers are intended for use in the following scenarios: wet and dry pipe residential sprin- kler systems for one- and two-fam- ily dwellings and mobile homes per NFPA 13D wet and dry pipe residential sprinkler systems for residential occupancies up to and including four stories in height per NFPA 13R wet and dry pipe sprinkler systems for the residential portions of any occupancy per NFPA 13 The recessed version of the Series LFII Residential Sprinklers is intended for use in areas with finished ceilings. It employs a two-piece Style 20 Recessed Escutcheon. The Recessed Escutcheon provides 1/4 in. (6,4 mm) of recessed adjustment or up to 1/2 in. (12,7 mm) of total adjustment from the IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation 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 6 flush ceiling position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the pipe drops to the sprinklers must be cut. The Series LFII Residential Sprinklers have been designed with heat sensi- tivity and water distribution charac- teristics proven to help in the control of residential fires and to improve the chance for occupants to escape or be evacuated. Dry Pipe System Application The Series LFII Residential Pendent and Recessed Pendent Sprinklers offers a laboratory approved option for designing dry pipe residential sprin- kler systems, whereas, most residential sprinklers are laboratory approved for wet systems only. Through extensive testing, it has been determined that the number of design sprinklers (hydraulic design area) for the Series LFII Residential Pendent and Recessed Pendent Sprinklers (1Y2234) need not be increased over the number of design sprinklers (hydraulic design area) as specified for wet pipe sprinkler systems, as is accustomed for density/ area sprinkler systems designed per NFPA 13. Consequently, the Series LFII Resi- dential Sprinklers offer the features of non-water filled pipe in addition to not having to increase the number of design sprinklers (hydraulic design area) for systems designed to NFPA 13, 13D, or 13R. NOTICE The Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) described herein must be installed and maintained in compli- ance with this document and the appli- cable standards of the NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taming their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any AUGUST 2018 questions. Sprinkler Identification Number (SIN) TY2234 Technical Data Approvals UL Listed (for use with wet pipe and dry pipe systems) C-UL Listed (for use only with wet pipe systems) Certified to all requirements of NSF/ANSI 61 (Refer to the Design Criteria section for details on these approvals.) Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K=4.9 GPM/psi½ (70,6 LPM/bar 4) Temperature Rating 155°F (68°C) or 175°F (79°C) Finishes Natural Brass, Pure White, Signal White, or Chrome Plated Physical Characteristics Frame .............................Brass Button ...........................Copper Sealing Assembly.. Beryllium Nickel w/TEFLON TFP400 TFP400 Page 2 of 6 7/16 (11,1 mm) ESCUTCHEON Components: 1/2 NOMINAL NPT PLATE SEATING 1 - Frame 2 - Button MAKE-IN SURFACE 3 - Sealing Assembly 1 4-Bulb / 5 - Compression 2 2-1/4 Screw 6 - Deflector* .. (57,2 mm) \h H 1-5/81, * (41,3 mm) * Temperature H rating is indicated on 6* Deflector. CROSS SECTION PENDENT 2-7/8 DIA. -. (73,0 mm) - WRENCH ¼\\1)*/)) STYLE 20 FLATS RECESSED ESCUTCHEON RECESSED PENDENT FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) Bulb (3 mm) ........................Glass Compression Screw .................Bronze Deflector ..........................Bronze Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and flow water. Design Criteria The TYCO RAPID RESPONSE Series LFII Residential 4.9K Pendent and Recessed Pendent Sprinklers are UL and C-UL Listed for installation in accordance with this section. Residential Sprinkler Design Guide When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufactur- er's recommendations that may be acceptable to the local authority having jurisdiction. System Types Per the UL Listing, wet pipe and dry pipe systems may be utilized. Per the C-UL Listing, only wet pipe systems may be utilized. Refer to Technical Data Sheet TFP485 for the use of residential sprinklers in residential dry pipe systems. Ceiling Types Smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R, or 13, as applicable. Hydraulic Design (NFPA 13D and 13R) For systems designed to NFPA 13D or NFPA 13R, the minimum required sprinkler flow rates are given in Tables A and B as a function of tem- perature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of design sprinklers as specified in NFPA 13D or NFPA 13R. The number of design sprinklers speci- fied in NFPA 13D and 13R for wet pipe systems is to be applied when design- ing dry pipe systems. Hydraulic Design (NFPA 13) For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: The flow rates given in Table A or B as a function of temperature rating and the maximum allowable coverage area. A minimum discharge of 0.1 gpm/ ft2 over the design area comprised of the four most hydraulically demanding sprinklers for actual coverage areas protected by the four sprinklers. The number of design sprinklers speci- fied in NFPA 13 for wet pipe systems is to be applied when designing dry pipe systems. Dry Pipe System Water Delivery When using the Series LFII Residential Sprinklers (TY2234) in dry pipe sprin- kler systems, the time for water deliv- ery must not exceed 15 seconds for the most remote operating sprinkler. Obstruction to Water Distribution Sprinklers are to be located in accor- dance with the obstruction rules of NFPA 13D, 13R, and 13 as applicable for residential sprinklers as well as with the obstruction criteria described within the Technical Data Sheet TFP490. Operational Sensitivity Sprinklers are to be installed with a deflector-to-ceiling distance of 1-1/4 in. to 4 in. Sprinkler Spacing The minimum spacing between sprin- klers is 8 ft (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Table A or B) being hydraulically TFP400 Page 3 of 6 • WET PIPE SYSTEM Minimum Flow and Residual Pressure (2)(3) Maximum Coveraoe Ordinary Temperature Rating Intermediate Temperature Rating Minimum Area ( 155°F (68°C) 175°F (79°C) Deflector to Installation Spacing Flow Pressure Flow Pressure Ft x Ft Ceiling Type Ft (m x m) gpm psi gpm psi (m) (I/mm) (bar) (I/mm) (bar) 12x12 (3,7 x 3,7) 13 (49,2) 7.0 (0,48) 13 (49,2) 7.0 (0,48) Smooth Ceilings 1-1/4 in. to 4 in. 14 x 14 13 7.0 13 7.0 (4,3 x 4,3) (49,2) (0,48) (49,2) (0,48) Beamed Ceilings per Recessed using Style 20 Escutcheon or 8 16 x 16 13 7.0 13 7.0 (4,9 x 4,9) (49,2) (0,48) (49,2) (0,48) NFPA 13D or13R non-recessed per NFPA 13D, (2,4) 18 x 18 17 12.0 17 12.0 1-1/4 in. to 13R, or 13 (5,5x5,5) (64,3) (0,83) (64,3) (0,83) 1-3/4 in. below bottom of beam. 20 X 20 20 16.7 20 16.7 (6,1 x 6,1) (75,7) (1,15) (75,7) (1,15) Notes: For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Requirement is based on minimum flow in gpm (1pm) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design under the Design Criteria Section. For NFPA 13 residential applications, the greater of 0.1 gpm/ft.S over the design area or the flow in accordance with the criteria in this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEM Maximum Minimum Flow and Residual Pressure (2)(3) Coverage Ordinary Temperature Rating Intermediate Temperature Rating Area ( 155°F (68°C) 175° F (79°C) Minimum Ft x Ft Deflector to Installation Spacing (mx m) Flow Pressure Flow Pressure Ceiling Type Ft gpm psi gpm psi (m) (I/mm) (bar) (I/mm) (bar) 12x12 13 7.0 13 7.0 Smooth (3,7 x 3,7) (49,2) (0,48) (49,2) (0,48) Ceilings 1-1/4 in. to 4 in. 14 x 14 14 8.2 14 8.2 (4,3 x 4,3) (53,0) (0,57) (53,0) (0,57) Beamed Ceilings Recessed using Style 20 Escutcheon or 8 16 x 16 15 9.4 15 9.4 (4,9 x 4,9) (56,8) (0,65) (56,8) (0,65) per NFPA 13D or13R non-recessed per NFPA 13D, (2,4) 18 X 18 18 13.5 18 13.5 1-1/4 in. to 13R, or 13 (5,5 X 5,5) (68,1) (0,93) (68,1) (0,93) 1-3/4 in. below bottom of beam. 20 X 20 21 18.4 21 18.4 (6,1 x6,1) (79,5) (1,27) (79,5) (1,27) Notes: For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Requirement is based on minimum flow in gpm (1pm) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design under the Design Criteria section. For NFPA 13 residential applications, the greater of 0.1 gpm/ft.2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE B DRY PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA TFP400 Page 4 of 6 WRENCH RECESS (END A USED - FOR TY2234) FIGURE 3 W-TYPE 6 SPRINKLER WRENCH 2-7/8 DIA. - - (73,0 mm) 7/16±1/8 1/2(12,7mm) I (11,1±3,2 mm) 2-1/4 DIA. I 114 (6,4 mm) FACE OF (57,2 mm) SPRINKLER MOUNTING FITTING PLATE I \ MOUNTING SURFACE/ 1/8 1-3/8 (34,9 mm) (3,2 mm) CLOSURE TY2234 1-1/8 (28,6 mm) FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT SPRINKLER WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W-TYPE 7 RECESSED SPRINKLER WRENCH calculated (e.g., maximum 12 ft for a 12 ft x 12 ft coverage area, or 20 ft for a 20 ft x 20 ft coverage area). Installation TYCO RAPID RESPONSE Series LFII Residential 4.91K Pendent and Recessed Pendent Sprinklers must be installed in accordance with this section. General Instructions Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 in. (1,6 mm). A leak-tight 1/2 in. NPT sprinkler joint should be obtained by applying a min- imum-to-maximum torque of 7 to 14 lb-ft (9,5 to 19,0 N•m). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in an Escutch- eon Plate by under- or over- tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Pendent Sprinklers The Series LFII Residential Pendent Sprinklers must be installed in accor- dance with the following instructions: Step 1. Install pendent sprinklers in the pendent position with the deflector par- allel to the ceiling. Step 2. With pipe thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 3). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Recessed Pendent Sprinklers The Series LFII Residential Recessed Pendent Sprinklers must be installed in accordance with the following instructions: Step A. Install recessed pendent sprin- klers in the pendent position with the deflector parallel to the ceiling. Step B. After installing the Style 20 Mounting Plate over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 4). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Step D. After the ceiling has been installed or the finish coat has been applied, slide on the Style 20 Closure TFP400 Page 5 of 6 over the Series LFII Residential Sprin- kler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance TYCO RAPID RESPONSE Series LFII Residential 4.91K Pendent and Recessed Pendent Sprinklers must be maintained and serviced in accordance with this section: Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only 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. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified 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 by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb (Ref. Installa- tion section). The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the NATIONAL FIRE PROTECTION ASSOCIATION (e.g., NFPA 25), in addi- tion to the standards of any authorities having jurisdiction. Contact the install- ing contractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and part number (P/N). Sprinkler Assemblies Specify: Series LFII 4.91K Residential Pendent Sprinkler (TY2234), (specify temperature rating), with (specify) finish, PIN (specify): 155-F (68-C) Natural Brass ......... ........ 51-201-1-155 Pure White (RAL 9010)° .........51-201-3-155 Signal White (RAL 9003) ........51-201-4-155 Chrome Plated ................51-201-9-155 175°F (79°C) Natural Brass .................51-201-1-175 Pure White (RAL 9010)° .........51-201-3-175 Signal White (RAL 9003) ........51-201-4-175 Chrome Plated. ............... 51-201-9-175 * Eastern Hemisphere sales only Recessed Escutcheon Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (specify*) * Refer to Technical Data Sheet TFP770. Sprinkler Wrenches Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001