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3460 ROOSEVELT ST; ; FPR2023-0050; Permit
PERIwilT REPORT I tcity of Carlsbad Print Date: 11/01/2024 Job Address: 3460 ROOSEVELT ST, CARLSBAD, CA 92008 Permit Type: FIRE-Construction Residential Work Class: Parcel t: 2041723600 Track : Valuation: $0.00 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Permit No: FPR2023-0050 Status: Closed - Finaled Single Family Fire Sprinkl Applied: 05/24/2023 Issued: 10/10/2023 Finaled Close Out: 11/01/2024 Final Inspection: INSPECTOR: Cheung, Nathaniel Project Title: Description: ROOSEVELT -NEW 13D FIRE SPRINKLER SYSTEM FOR NEW SFR WITH ADU & JUNIOR ADU 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 (lnsp/Bldg) $148.00 FIRE NFPA 13D Single Family System (Plan Review) $292.00 FIRE NFPA 13D Single Family System (Plan Review) $292.00 Total Fees: $732.00 Total Payments To Date: $732.00 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 RESI_RISERTM u INATIONAL FIRE PRODUCTS Pre-assembled compact fire sprinkler riser unit for residential sprinkler systems B A / C 1'/ COMPONENTS DESCRIPTION 1 Manifold body, male thread x male thread 2 inline check valve, spring-loaded 3 Flow switch with retard $ Drain valve, with optional pressure relief valve S Pressure gauge, 0-300 psi FEATURES & BENEFITS Manifold is manufactured as a one- piece casting that Is air-tested for leaks Raised lettering on both sides allows Installation to the right or left and easily Identifies the flow direction and test and drain outlet Two mounting legs are molded onto the manifold allowing for a secure right or left anchoring Flow switch has dual SPDT switches and a retard of 0-90 seconds Optional "all-In-one" cost-saving combination pressure relief valve/test and drain valve is available Unique, compact design allows Installation within standard frame construction and in tighter spaces TECHNICAL DATA Sizes: 1", 1-1/4", 1-1/2", 2" Style: Thread x thread Riser Body Finish: Cast brass Water Pressure Gauge: 0-300 psi Optional Accessories: 175 psi pressure relief valve/test and drain In accordance with NFPA 13,13R and 13D Flow switch and pressure gauge are UL Listed DIMENSIONS DESCRIPTION 1" i-i/li" 1-1/2" 2° A Height* 13" 13" 13" 13" B Width** 11" 12" 124/4" 12-3/4" C Depth 3-1/2" 34/2" 3-1/2" 3-1/2" - Drain Size 1/2" 1" in in Dimensions include all spacing needed to operate drain valve and remove flow switch cover Without check valve ""With or without pressure relief valve 50019 National Fire Products 0819 1342881 RESI-RISER Tm i iNATIONAL FIRE PRODUCTS MODEL NUMBERS WITH INLINE WITH SWING WITH PRESSURE WITH CPVC PART CHECK VALVE CHECK VALVE RELIEF VALVE ADAPTERS SRIOO-IR4 SRIOO-R4 SR100-SR4 I SR100-IRR4 I I SR100-SRR4 I I SR100-IR4-TD .1 1 SRI00-SR4-TD I SR100-IRR4-TD I I I SR100-RR4-TD I I SR100-SRR4-TO I I —- SR125-IR4 I SR125-R4 SR125-SR4 I SR125-IRR4 I I SR125SRR4 I I SR125-IR4-TD I I SR125-SR4-TO 'I I - SR125-IRR4-TD SR125-RR4-TD I I SR125-SRR4-TD SR150-IR4 'I SRI5O-R4 SR150-SR4 SR150-IRR4 I SR150-SRR4 SR150-IR4-TO I I SR150-SR4-TD I I SR150-1RR4-TD SR150-RR4-TD SRI50-SRR4-TD I I I Ip SR2OO-R4 I -SR200-R4 SR200-SR4 I SR200-IRR4 I I SR200-SRR4 I I - SR200-IR4-TD I SR200-SR4-TD 1 I SR200-IRR4TD I I SR200-RR4-TD I SR200-SRR4-TD 1 1 1 02019 National Fire Products 0819 1342881 RESI_RISERTM I iNATIONAL FIRE PRODUCTS HOW IT WORKS: PRESSURE RELIEF/TEST E DRAIN Normal Position: Relieving pressure Manual Open: Locked closed for Static pressure exceeding 175 psi Drain or flow switch test hydrostatic test PRESSURE LOSS 12 10 8 0 10 20 30 40 50 60 70 80 90 100 Flow (gpm) I" 1-1I4 1_1I2u 2" 02019 National Fire Products 08191342881 tIL RESI_RISERTM i iNATIONAL FIRE PRODUCTS INLINE SPRING CHECK VALVE COMPONENTS DESCRIPTION MATERIAL I Nut Stainless Steel 2 Spring Cap Stainless Steel 3 Spring Stainless Steel 'I 0-Ring Seat Rubber 5 Clapper, Spring-Loaded Brass B Body Brass 7 Washer Teflon' I11iiJTh' :r 14u4". W/2" 2" A 1-9/16" 2" - 2-1/8 2-3/4" B 3-1/4" 3-5/8" 4" 5" C 1-3/16 1-9/16" 1-3/4" 2-3/16" 02019 Netlonal Ffre Products 08191342881 RESIRISERM Pre-assembled, compact fire sprinkler riser unit for residential sprinkler systems B COMPONENTS DESCRIPTION I Manifold body, male thread x male thread 2 inline check valve, spring-loaded 3 Flow switch with retard 14 Drain valve, with optional pressure relief valve S Pressure gauge, 0-300 psi i NATIONAL FIRE FIRE PRODUCTS FEATURES & BENEFITS Manifold is manufactured as a one- piece casting that is air-tested for leaks Raised lettering on both sides allows Installation to the right or left and easily Identifies the flow direction and test and drain outlet Two mounting legs are molded onto the manifold allowing for a secure right or left anchoring Flow switch has dual SPDT switches and a retard of 0-90 seconds Optional "all-in-one" cost-saving combination pressure relief valve/test and drain valve is available Unique, compact design allows Installation within standard frame construction and in tighter spaces TECHNICAL DATA Sizes: 1", 1-1/4", 1-1/2", 2" Style: Thread x thread Riser Body Finish: Cast brass Water Pressure Gauge: 0-300 psi Optional Accessories: 175 psi pressure relief valve/test and drain In accordance with NFPA 13,13R and 13D Flow switch and pressure gauge are UL Listed DIMENSIONS DESCRIPTION 1" A Height* 13- 0 Width" 11" C Depth 3-1/2" - Drain Size 1/2" 1-11W' 1-1/2" 2- 13" 13" 13" 12" 124/4" 12-3/4" 3-1/2" 3-1/2" 34/2" 1" 1" 1" Dimensions include all spacing needed to operate drain valve and remove flow switch cover Without check valve "With or without pressure relief valve 02019 National Fire Products 0819 1342881 RESI-RISERTM i iNATIONAL FIRE PRODUCTS MODEL NUMBERS WITH INLINE WITH SWING WITH PRESSURE WITH CPVC PART, # CHECK. VALVE CHECK VALVE RELIEF VALVE ADAPTERS - SR100-IR4 Vt SR100-R4 SR100SR4 Vt SR100-IRR4 Vt Vt SR100SRR4 Vt Vt SR100-IR4-TD SRI00-SR4 TD Vt SR100-RR4-TD Vt Vt Vt SR100-RR4 TD Vt Vt SR100-SRR4-TD Vt Vt Vt -- -- SR125-IR4 Vt . SR125 R4 SR125-SR4 Vt 5R125 !RR4 Vt Vt SR125-SRR4 Vt Vt SR125IR4TD Vt Vt SRI25-SR4-TD SR125IRR4TD Vt Vt Vt SR125-RR4-TD Vt Vt SR125-SRR4-TD 1 SR150-IR4. SR15O-R4 SR150-SR4 Vt SR150-IRR4 / Vt SR150SR04 Vt Vt SR150-IR4-TD Vt Vt SRI50SR4TD Vt Vt SR15O-IRR44D Vt Vt Vt SR150RR4TD Vt Vt SRI50-SRR4-TD Vt Vt Vt I .. . ., SR200-IR4 SR200 R4 SR200-SR4 Vt SR200-IRR4 Vt Vt SR200-SRR4 Vt Vt SR200R4TD SR200-SR44D Vt Vt SR200IRR4TD .1 Vt Vt SR200-RR4-TD SR200-SRR4TD Vt Vt Vt 2019 National Fire Products 08191342881 RESI-RISERTM i iNATIONAL FIRE PRODUCTS HOW IT WORKS: PRESSURE RELIEF/TEST S DRAIN Normal Position: Relieving pressure Manual Open: Locked closed for Static pressure exceeding 175 psi Drain or flow switch test hydrostatic test PRESSURE LOSS 12 10 8 a 10 20 30 40 50 60 70 80 90 100 Flow (gpm) f 1-1/4 1-1/2" 2" 02019 National Fire Products 08191342881 I Al 1.. B C 5- m RESI-RISERTM i iNATIONAL FIRE PRODUCTS INLINE SPRING CHECK VALVE COMPONENTS • DESCRIPTION MATERIAL 1 Nut Stainless Steel 2 Spring Cap Stainless Steel 3 Spring Stainless Steel 1* 0-Ring Seat Rubber S Clapper, Spring-Loaded Brass B Body Brass 7 Washer Teflon' DIMENSIONS 10 11114" 1_1120 20 A 1-9/16" 2" 2-1/8" 2-3/4" 8 3-1/4" 3-5/8" 4" 5" C 1-3/16" 1-9/16" 1-3/4" 2-3/16" 02019 National Fire Products 08191342881 ~jjjjHjirdraufic Summar°y I Job Number: 189- RES- 2HD CALC Rencsrt flsrrintiron RpsidantiI (1\ Jo'b - - Job Nrarrbex 189 DeoJgneo ALLWAYS FIRE PRO. Job Namel ROOSEVELT PROJECT Sbote Ce01000tlonJLi000sa Numbor 897230 AddrO0 1 3460 ROOSEVELT ST, CARLSBAD CA 92008 AFrO CARLSBAD FIRE DEPARTMENT Add— 2 Job Sltoifloerelog Address 3 Araeeorg Name ROOSEVELT System IRemote Area(s) Most Domending Spunkier Data 12.96 at 7.000 Job Suffix 4.9K-Factor Oceupenny Residential RES- 2HD CALC Abcs Afloworceot Source 0.00 Density 0.05 gpmlft2 0000 otAppttootion 500 ft2 (Actual 266 ft2) dd000i008r Hose Supplies Node Hose At Node 8 Flow(gpm) 5.00 Number Or Sprinklers Celculotod Number or Nozzles Celoulated 2 0 Coverage Per Sprinkler 256 ft2 AutoPeok R— Its: Pressure For Remote Area(s) Ad)ecsrt To Most Remote Area Left: 44.611 Total arose StraemS 5.00 System Flow Demand 31.26 Total PuNter Required tinduding 0050 Riiowenco) 31.26 Maximum Pressure Unbalance in Loops 0.000 Maxi mu ;Velocity Absue Ground 10.3 between nodes Sand 4 Maximum Velocity Under Ground 12.90 between nodes 7 and 6 Volume sapecity of PuNt Pipes 36.26 gal Volume cepsoity of Dry Pipes Supplies . Node Name Hose Flow Static (gpm) (psi) Residual Flow Available Total Demand (psi) (gpm) (psi) @ (gpm) Required (psi) Safety Margin (psi) 7 Water Supply 86.000 20.000 500.00 85.609 31.26 45.672 39.936 Contractor Contractor Number Contact Name Contact Rile Name at Contractor: Phone EstonSier Address I FAX AddreSs 2 E.muy A11111Ss3 OSsASSu 1k, @ M.E.P.CAD, Inc. AutoSPRINK 2022 v17.1.21.0 5/22/2023 12:39:15PM Page 1 IHdrau1ic Graph Job Number: 189- RES- 2HD CALC D,lA-..,4lt MN Water Supply at Node 7 100— 90— Static Pressure 86.000 80 70 :::________ U) CL 50— 1.26 45.672 40- 30 T stem demand curve \5 20 00.0020.000_________ 10— o- IIiLWJJ.UJJ.UUHIIIII 111111111 111111111 111111111 IIIIIIII IIIIIII I III III 00 200 300 400 500 600 700 800 900 1000 Water flow, gpm taydmuCc Graph Water Supply at Node 7 Static: Pressure 86.000 Residual: Pressure 20.000 @ 500.00 Avaflatae Press at System Demand ure 85.609 31.26 Required Pressure at Sytacm Derrarta - 45.672 @31.26 Reqeuped Pressure at Dqstam 0-11rmauuieq HeSe Alb--A Sc—) 45.672 @ 31.26 , © M.E.P.CAD, Inc. J AutoSPRINK 2022 v17. 1.21.0 5/22/2023 12:39:16PM Page 2 llky'draulic Graph I Job Number: 189- RES- 2HD CALC Pnnsr+ flmm,rt.,ft.,n P i..lranIraI (IS BORat Node 3 100- 90- Static Pressure 84.699 80- 70 - 60 CL 70.994 30 50 IL 40 6.26@31058 20 System demand curve________ 10- tIUi U.U.LLL 11111 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 I I I I I - 05 10 15 20 25 30 35 40 45 50 Water flow, gpm ttydraUnc Graph BOR at Node 3 Scads: Pressure 84.699 Resideat Pressure N/A Avellabte Pressure at System Demand 70.994 @ 26.26 ReqLared Presse, at system ()aeset 31.058 @26.26 Raqujad Prernee at System Darrrand (treknatrg tee tikreuarce an serene) N/A 1, © M.E.P. CAD, Inc. M, Auto SPRINK 2022 v17.1.21.0 . 5/22/2023 12:39:16PM Page 3 1111Hidraulic Graph r Job Number: 189- RES- 21-11) CALC TOR at Node 2 100-: go---- Static Pressure 80.762 80- 7°- 6.26 65 245 601: 50 a. 40 30 6.26@25.309 20 7, System demand curve 10 000000 74l 0— IIIIIII IIIIIiIt lIIIIIII !II I II II 111111 III II I I I I I I I I 05 10 15 20 25 30 35 40 45 50 Water flow, gpm yydreuyc Graph TOR at Node 2 StatJC: Pressure 80.762 Residuat: Pressure N/A Avaquble Pressure at System Demand 65.245 @ 26.26 erqdrvdPreasureutsymvnrDrrrrard 25.309 @ 26.26 Raquied Pertain at Syqtevr Derrrarei Orceudurro hlvsepeawanva at Source> N/A ,, © M.E.P.CAD, Inc. J.11 AutoSPRINK 2022 v17. 1.21.0 5/22/2023 12:39:16PM Page 4 lSümmary Of OutfIowingDevices I Job Number: 189- RES- 2HD CALC Reoort Descrintion: Residential (1) Device Actual Flow (gpm) - Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 8 5.00 5.00 0 31.127 c Sprinkler 101 1196 12.80 4.9 7.000 Sprinkler 102 13.30 12.80 4.9 7.365 Most Demanding Sprinkler Data , © M E.P.CAD, Inc. AutoSPRINK 2022 07.1.21.0 5/22/2023 12:39:18PM Page hilINode Analysis I Job Number: 189- RES- 2HD CALC Node Elevation(Foot) Fittings Pressure(psi) Discharge(gprn) - 7 -1-6 S 45.672 31.26 8 3-0 Hose(-0.000) 31.127 5.00 11 21-9 Spr(-7,000) 7.000 12.96 102 21-9 Spr(-7.365) 7.365 13.30 1 22-2 T(5-0), Tr(1-0) 7.640 2 10-7 T(5-O), TOR, Tr(1'-O) 25.309 3 1-6 E(7-0), BOR 31.058 4 1-6 T(5-0),Tr(1'-O) 31.790 5 -1-6 T(5'-O) 34.334 6 -1-6 WMV(-6.000) 41,854 ©M.E.P.CAD, inc. AutoSPRiNK2022v17.1.21.0 5/22/2023 12:39:19PM Page f Hydraulic Analysis Job Number: 189- RES- 2HD CALC Reoort Descriotion: Residential (1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Total Length =. ..... Route l ..... DR 1.1010 12.96 4.37 150 0.030510 12-21/. Pt 0.830 101 21-9 222 12.96 4.9 7.000 7.640 Sprinkler, 2E(7-0), Tr(1-0) 15-0 2721/2 Pc Pv -0.190 BL 1.1010 26.26 8.85 150 0.112623 63-3,4 Pt 12.646 1 2 22-2 10'7 13.30 7.640 25.309 Flow (q) from Route 2 7Tr(1..0), 6E(7-0), TOR 49-0 1123% Pc Pv 5.022 BL 1.1010 26.26 8.85 150 0.112623 9-1 Pt 1.811 2 3 10-7 1-6 25.309 31.058 sCV, E(7-0), BOR 7-0 16-1 Pc Pv 3.938 BL 1.1010 26.26 8.85 150 0.112623 1-6 Pt 0.732 3 4 1-6 1-6 31.058 31.790 T(5-0) 5-0 6-6 Pc Pv BL 1.1010 31.26 10.53 150 0.155471 3-0 Pt 1.244 4 5 1-6 4-6 5.00 31.790 34.334 Flow (q) from Route 3 T(5-0) 5-0 8-0 Pc Pv 1.301 UG 1.5980 31.26 5.00 150 0.025336 60-0 Pt 7.520 5 6 -1-6 -1-6 34.334 41.854 Wfvlv(-6.000) 600 Pc Pv UG 0.9950 31.26 12.90 150 0.254540 15-0 Pt 3.818 6 7 -1-6 16 41.854 45.672 Water Supply 150 Pc Pv 0.00 Hose Allowance At Source 7 31.26 Qb ..... Route 2 ..... DR 1.1010 13.30 4.48 150 0.031979 2-6% Pt 0.465 102 1 21-9 22-2 13.30 4.9 7.365 7.640 Sprinkler, E(7-0), 1(5-0) 12-0 14-6% Pc Pv -0.190 =. ..... Route 3 ..... BL 1.1010 5.00 1.68 150 0.005236 1-6 Pt 0.013 8 4 3-0 1'6 5.00 31.127 31.790 Hose(-0.000) Tr(1-0) 1-0 2'-6 Pc Pv 0.650 Equivalent Pipe Lengths ofValves and Fittings (C=120 only) Actual Inside Diameter ( Schedule Steel Pipe Inside Diameter 487 ) = Factor IC Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 ,©M.E.P.CAD, Inc. AutoSPRlNK 2022 07.1.21.0 5/22/2023 12:39:21 PM Page 7 Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SN Swing Nipple SP Sprig ST Stand Pipe UG Underground 1 Hydrau1ic Analysis: Job Number: 189- RES- 2HD CALC rcepori uescrIpton: Keslaentlal J Length Eq. Length ~Pre.s.re Summary Total Length Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 900 cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 900 Elbow EE 450 Elbow Eel 11W Elbow Ee2 22W Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig Flange EN Floating Node fT 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 Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 900 Tr Tee Run U Union WrF Wirsbo WIVlV Water Meter Valve Z Car) ,cM.E.P.CAD, Inc. lJAutoSPRINK 2022 v17.l.21.0 5/22/2023 12:39:21PM Page 8 IRser Tag Job Number: 189- RES- 2HD CALC Job ROOSEVELT PROJECT 3460 ROOSEVELT ST, CARLSBAD CA 92008 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated Number Of Nozzles Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand At Base Of Riser (BOR (3)) Total Demand Flow(gpm): Pressure(psi): Residential 35 2 0 4.9 0.437 0.05 gpm/ft2 0.10 gpm/ft2 500 ft2 (Actual 266 ft2) 26.26 31.058 Water Supply Information At Time Of Design Static Pressure(psi): 86.000 Residual Pressure(psi): 20.000 Supply Flow(gpm): 500.00 Total Demand Flow(gpm): 31.26 Total Demand Pressure(psi): 45.672 f, 0 M.E.P.CAD, Inc. R11 AutoSPRINK 2022 v17. 1.21.0 5/22/2023 12:39:24PM Page 10 IHydrau1ic Summary I Job Number: 189- ADU - 1 HD CALC Rseersrsrt fleacrrriretirxn Rxsoidmntiexi (\ Job _kb Noaerbee 189 DesIgner ALLWAYS FIRE PRO. Dub Name: ROOSEVELT PROJECT I State CurbVca0001tjcense Number 897230 Addrocc I 3460 ROOSEVELT ST, CARLSBAD CA 92008 AI-IJ CARLSBAD FIRE DEPARTMENT Address 2 Job Site/Building Address 3 Drawing Name ROOSEVELT System Remote Area(s) Most Demanding Springer Data K-Factor 20.00 at 16.660 Job SO. 4.9 Clssupency Residential ADU - 1HD CALC Rose Allowance At Source 0.00 Density 0.05 gpmlft2 Area olAppluellon 500 ft2 (Actual 109 ft2) .nddgleuret 000w SuppOse Node Hose At Node 103 Flow(a.pm) 5.00 Number Of Splinylurs Celculeled Number dllkoez[ns Calculated 1 0 C. go Fur Sprinkler 400 ft AutoPeeir Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Now Streams 5.00 System Flow Demand 25.00 Tolel Abler Required lirududing Vase Aflowercel 25.00 Maximum Pressure Unbalance in loops 0.000 Maxim um Velocity Above Ground 8.42 between nodes 9 and 100 Maximu;Veto city Under Ground 10.2 between nodes 7 and 6 Volume sepoolty or siot Pipes 36.26 gal Volume ndpaoilA at Dry Pipes Supplies Node Name Hose Flow Static (gpm) (psi) Residual (psi) Flow (gpm) Available Total Demand Required (psi) @ (gpm) (psi) Safety Margin (psi) 7 Water Supply I I 86.000 I 20.000 I 500.00 85.741 25.00 46.961 38.781 Contractor Corteector Number Contact Neme Contact Duo Name ot Contract oe: Phone Eetenelon Address I FAX Add— 2 E-meil Addesen 3 1,1kb-Sue , © M.E.P.CAD, Inc. 111 AutoSPRINK 2022 v17.1.21.0 5/22/2023 12:45:18PM Page 1 ~111[Hy'draufic Graph 1 Job Number: 189- ADU - 1HD CALC Water Supply at Node 7 100-: 90 Static Pressure 86.000 80- 70 ::________ U, CL 50— 5.00 46.961 EL 40 30-: 3tem demand curve \5W.00 20 © 20.000 10— o- IULWLLIJ.LLUIIIIIIIII 111111111 IllItlIll 111111111 11111111 1111111 I 11111111 00 200 300 400 500 600 700 800 900 1000 Water flow, gpm Hydmube Graph Water Supply at Node 7 Static: Pressure 86.000 ResALmi: Pressure 20.000 @ 500.00 Available Pressure at System Demand 85.741 @ 25.00 nqdredPrrssureatSyeemDerrard 46.961 @ 25.00 Raqukad Preseme at System SamaLm )ueiLdng How Soowossr at Source) 46.961 @ 25.00 1, @ M.E.P.CAD, Inc. AutoSPRINK 2022 vu. 1.21.0 5/22/2023 12:45:19PM Page 2 IHydraulic Graph Job Number: 189- ADU - 1 HD CALC P.e,s# D,,l,e;-,I I\ BOR at Node 96 100-: : Static Pressure 84.699 80— 20.00 71.881 70—--- 60 50 40 0.00 @ 33.101 30 20- System demand curve 1OH o- I1LULLLLLLLIJIIIIIIIIIIHIIIIII IIIItIII 11111111 11111111 11111111 11111111 04 8 12 16 20 24 28 32 36 40 Water flow, gpm Hydue Greph BOR at Node 96 Static: Pressure 84.699 hesktuai: Pressure N/A Availeble Pressure St System Demand 71.881 2O.00 naqrEred Pressure at StArr, orrrrerSt 33.101 © 20.00 Rcqru,edPreesuge etctstemoerrrsrstprteuth%rAsaaubrssrce etSoLice) N/A 1, © M.E.P.CAD, Inc. JJAutoSPRfNK 2022 07.1.21.0 5/22/2023 12:45:19PM Page 3 1111Hy'draulic Graph Job Number: 189- ADU - 1 HO CALC n,-..;.,+;.... TOR at Node 98 100— oH--- -Static Pressure 81.195 80--- 70— 0.00 t 67.351 60—-- CL 50 40 30 20.00@ 2 7 20—-- System demand curve 10 / o- UIUJJLWJ.LU 111111111 IltIlilil tiltilt II liii III liii II I I I I I I I I IL L IIIIIHI 04 8 12 16 20 24 28 32 36 40 Water flow, gpm Hydraotfc Graph TOR at Node 98 Static: Pressure 81.195 flestutual: Pressure N/A AnneaLeD Pressure at System Dernend 67.351 © 20.00 srquimdPressrurnatSysren Demand 28.570 © 20.00 sequked Presage at System Demand yrccthrq Hose dibeemu-ste at Saunas) N/A , © M.E.P.CAD, Inc. ] AutoSPRINK 2022 v17.1.21.0 5/22/2023 12:45:19PM Page 4 ISummary Of Outfiowing Devices I Job Number 189 ADU 1 H CALC UIRMUn Report Description: Residential (3) Device Actual Flow (ap Minimum Flow I (pp K-Factor (K) Pressure (psi) Hose 103 5.00 5.00 0 32.880 c Sprinkler 208 20.00 20.00 4.9 16.660 c Most Demanding Sprinkler Data ©M.E.P.CAD, Inc. AutoSPRlNK 2022 v17.1.21.0 5/2212023 12:45:21 PM Page 5 lNode Analysis 1 Job Number: 189- ADU - 1 H CALC R. —t fl 'rin*i,r Pi,ntit I\ Node I Elevation(Foot) I Fittings Pressure(psi) Discharge(gpm) - - 7 -1'-6j S 46.961 25.00 103 3-0 Hose(-0.000) 32.880 5.00 208 20-81/2 Spr(-16.660) 16.660 20.00 6 -1-6 WMV(-6.000) 44.436 9 -1-6 E(7-0) 35.872 96 1-6 E(7-O), BOR 33.101 98 9-7 E(7-0), TOR 28.570 , © M.E.P.CAD, Inc. AutoSPRiNK 2022 v17. 1.21.0 5/22/2023 12:45:23PM Page 6 11 HydraulicAnalysis Job Number 189 ADU 1HD CALC Report Description: Residential (3 Pipe Type Diameter Flow Velocity HWC Friction Loss ]Length Pressure Downstream Elevation Upstream Discharge K-Factor Pt Pn Fittings Eq. Length Summary Total Length =. ..... Route l ..... DR 1.1010 20.00 6.74 150 0.068041 49-0% Pt 7.078 208 96 20-81/2 97 20.00 4.9 16.660 28,570 Sprinkler, 5E(7-0), 5Tr(1-0), 3T(5-0), TOR 55-0 10401/2 Pe Pv 4.832 BL 1.1010 20.00 6.74 150 0.068041 8-1 Pt 1.026 98 96 9-7 1-6 28.570 33.101 sCV, E(T-0). BOR 7-0 15-1 Pc Pv 3.504 BL 1.1010 20.00 6.74 150 0.068041 1-6 Pt 0.442 96 100 1-6 1-6 33.101 33.543 T(5-0) 5-0 6-6 Pe Pv BL 1.1010 25.00 8.42 150 0.102815 3-0 Pt 1.028 100 9 1-6 -1-6 5.00 33.543 35.872 Flow (q) from Route 2 E(7'-0) 7-0 10-0 Pc Pv 1.301 UG 1.5980 25.00 4.00 150 0.016755 152-0% Pt 8.564 9 6 -1-6 16 35.872 44.436 Tr(1-0), WIV1V(-6.000) 1-0 153-01/2 Pc Pv UG 0.9950 25.00 10.32 150 0.168329 15-0 Pt 2.525 6 7 4-6 1'6 44.436 46.961 Water Supply 15-0 Pc Pv 0.00 Hose Allowance At Source 7 25.00 60 ..... Route 2 ..... BL 1.1010 5.00 1.68 150 0.005236 1-6 Pt 0.013 103 100 3-0 1-6 5.00 32.880 33.543 Hose(-0.000) Tr(1-0) 1-0 26 Pc Pv 0.650 Equivalent Pipe Lengths of Valves and Fillings (C=120 only) Actual Inside Diameter ( Schedule 40 Steel Pipe Inside Diameter 4.87 ) = Factor CValue Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 , © M.E.P.CAD, Inc. J AutoSPRINK 2022 v17. 1.21.0 5122/2023 12:45:24PM Page 7 I1-YdaU1ic Analysis,, I Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Pipe Type Legend Units Legend - AO Arm-Over Diameter Inch BL Branch Line Elevation Foot CM Cross Main Flow gpm DN Drain DR Drop Discharge gpm DY Dynamic Velocity fps FM Feed Main Pressure psi FR Feed Riser Length Foot MS Miscellaneous Friction Loss psi/Foot OR Outrigger HWC Hazen-williams Constant RN Riser Nipple Pt Total pressure at a point in a pipe SN Swing Nipple SP Sprig Pn Normal pressure at a point in a pipe ST Stand Pipe Pf Pressure loss due to friction between points UG Underground Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Job Number: 189- ADU - 1 HD CALC Report Description: Residential (3) Length Pressure Eq. Length Summary Total Length Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT 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 I Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cao © ME.P.CAD, Inc. jAutoSPRlNK 2022 07.121.0 5/22/2023 12:45:24PM Page 8 ~jjj ICheck Point Gauge Data Job Number: 189- ADU - 1 H CALC Report Description: Residential (3) Gauge Available Static I Pressure (psi) I Available Residual I I Pressure (psi) Required Residual I i Prpcure (nI I K-Factor(K) Fiow(gpm) Eievatlon(Foot) I I BOR (96) 184.699 171,881 33.101 13.48 1 20.00 I 1-6 TOR (98) j 81.195 167.351 1 28.570 13.74 1 20.00 9 -7 @ M.E.P.CAD, Inc. AutoSPRiNK 2022 v17.1.21.0 5/22/2023 12:45:26PM Pafm 9 ~jjj f Riser Tag I Job Number: 189- ADU - 1 HO CALC Job ROOSEVELT PROJECT 3460 ROOSEVELT ST, CARLSBAD CA 92008 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: Number Of Nozzles Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand At Base Of Riser (BOR (96)) Total Demand Flow(gpm): Pressure(psi): Residential 35 1 0 4.9 0.437 0.05 gpm/ft2 0.18 gpm/ft2 500 ft2 (Actual 109 ft2) '.DIsIs 33.101 Water Supply Information At Time Of Design Static Pressure(psi): 86.000 Residual Pressure(psi): 20.000 Supply Flow(gpm): 500.00 Total Demand Flow(gpm): 25.00 Total Demand Pressure(psi): 46.961 , © M.E.P.CAD, Inc. AutoSPRINK 2022 v17. 1.21.0 5/22/2023 12:45:27PM Page 10 Hydraulic Summary 1 Job Number: 189- ADIJ - 2HD CALC Report Description: Residential (2) Job He Nredber 189 Desianue, ALLWAYS FIRE PRO. Job Name: ROOSEVELT PROJECT Slate CortitloeleriltJsense Number 897230 AddreSs 1 3460 ROOSEVELT ST, CARLSBAD CA 92008 AHJ CARLSBAD FIRE DEPARTMENT AddreSs2 Job uxoiyuiidiny Address3 DeeonlrgNaere ROOSEVELT System Remote Area(s) Most Demerrding Sprinkler Data 4.9 K-Factor 12.96 at 7.000 Ossupormy Residential Job Suffix ADU - 2HD CALC Hone All—nee At Source 0.00 Density 0.05 gpm/ft, Area olAppilcetlyn 500 ft' (Actual 52 It") dddateedl Hose, stoptreeS Node Hose At Node 103 Flow(gpm) 5.00 Number 01 Sprinklers Cairuleted Number St tdozztes Ceisritetad 2 0 Cuuerege Per Spriokier 256 ft" AutePeek Results: Pressure For Remote Ayer(s)Adlassot to Most Remote Area Right: 42.932 Toter Hose Streams 5.00 System Flew Demand 30.99 total AIRIer Required (Inoludlog Hose dlloweroe) 30.99 Maximum Pressure UnbeUnce to Loops 0.000 Muetmum Voloolty Above Ground 10.44 between nodes 9 and 100 Maximum Velocity Under Ground 12.79 between nodes 7 and 6 Votuero rapacity of HAt Pipes 36.26 gal Volume nepecity of Dry Pipes Supplies Node Name Hose Flow Static (gpm) (psi) Residual Flow Available Total Demand (psi) (gpm) (psi) (gpm) Required (psi) Safety Margin (psi) 7 Water Supply I 86.000 20.000 500.00 85.615 30.99 42.932 42.684 Contractor Cootneotor Number Contest Name - Cenirot 1110 Name or Contractor: Phone petondeo Address t FAX Address 2 E.meo pddressG lfIRb.51a @ M.E.P.CADr Inc. AutoSPRINK 2022 v17. 1.21.0 5/22/2023 12:44:52PM Page 1 IHydrau1ic Graph Job Number: 189- ADU - 2HD CALC Rcnnrt flpscrintinn RasidpntiI (2 Water Supply at Node 7 100 90 -Static Pressure 86.000 80- 70 :::I _________ (0 50— a) a- .99 42.932 40 30--- S demand curve 20- Fern - ____ ______ 00.00@20000________ iOH 01 JjJJJJ 1111111 III 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 I 00 200 300 400 500 600 700 800 900 1000 Water flow, gpm Hydreu(c Graph Water Supply at Node 7 Static: Pressure 86.000 Residual: Pressure 20.000 @ 500.00 Aveflable Pressure at System Demand 85.615 @30.99 raaqraredPreusumarbyAemssrnend 42.932 @ 30.99 Raquiedpress.,e at System Omnard prctestrra t-icaapJbararce etSawca) 42.932 © 30.99 , @ M.E.P.CAD, Inc. JM AutoSPRINK 2022 v17. 1.21.0 5/22/2023 12:44:54PM Page 2 IHydrau1ic Graph i, Job Number: 189- ADU - 2HD CALC Pm,a.e.- fl i.a+i,see BOR at Node 96 100-: 90- -Static Pressure 84.699 70— - 68.94 60--- CIL 50 40 :i. 25.811 20-- • System demand curve 10 -10 00 0__11lit1JLLLLJJ.Uhhhhhhh1 111111111 IIIIlIII IIItIII 1111111 I 1111111 05 10 15 20 25 30 35 40 45 50 Water flow, gpm Hydraulic Graph BOR at Node 96 Static: Pressure 84.699 Residual: Pressure N/A Available Pressure at System Demand 68.494 c 25.99 seqriredPreraure at Sy— Dc- 25.811 @ 25.99 Rcquked Pressure at System Demand lireluArS Hose ilueearrae at Source) N/A , © M.E.P.CAD, Inc. ] AutoSPRINK 2022 v17. 1.21.0 5/22/2023 12:44:54PM Page 3 111 1Hydraulic Graph I Job Number: 189- ADU - 2HD CALC raa,.,t.,+i.-..,. I)' TOR at Node 98 100-: 90- Static Pressure 81.195 80— .99 63.323 60 CL 50 40— 20 .640 System demand curve _5 . 99@20_______ 10— - 10000 o_- L1LLWLW.LU.LtIIIIIIIlIIIIIIl IllIllIlt 111111111 IltIlliti IltIltilt 11111 II 05 10 15 20 25 30 35 40 45 50 Water flow, gpm ynydrarjltc Graph TOR at Node 98 StaliC: PreSSure 81.195 Residual: Pressure N/A Asdearrre Pressure at System Demand 63.323 c 25.99 Reqráred Pressure ar System carrssrra 20.640 @ 25.99 5qu Wad Pressure at System Derrmrd (I rcAdmg Case Mewarea at Serene) N/A 1, © M.E.P.CAD, Inc. Llfl AutoSPRINK 2022 v17.1.21.0 5/22/2023 12:44:54PM Page 4 1111 Summary Of Outfiowing Devices _______ I ___ Job Number 189 ADU 2HD CALC Report Description: Residential (2) Device Actual Flow um (gpm) Flow 7t(grm) K-Factor (I Pressure I (psi) Hose 103 5.00 5.00 0 25.865 c Sprinkler 212 12.96 12.80 4.9 7.000 Sprinkler 214 13.03 12.80 4.9 7.068 c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRINK 2022 07.1.21.0 5/22/2023 12:44:56PM Paqe 5 INode Analysis I Job Number: 189- ADU - 2HD CALC Reoort Descriotion: Residential 121 Node Elevation(Foot) Fittings Pressure(psi) I Discharge(gpm) 7 -1-6 S 42.932 30.99 103 3-0 Hose(-0.000) 25.865 5.00 212 20-8Y2 Spr(-7.000) 7.000 12.96 214 2081/2 Spr(-7.068) 7.068 13.03 6 -1-6 WMV(-6.000) 39.174 9 -1-6 E(7-0) 29.359 44 21-2 T(5-0), Tr(1-0) 7.316 96 1-6 E(7-0), BOR 25.811 98 9-7 E(7-0), TOR 20.640 , © M.E.P.CAD, Inc. MI AutoSPRINI< 2022 v17. 1.21.0 5/22/2023 12:44:57PM Page 6 1111 Hydraulic Analysis :,. ' I Job Number: 189- ADU - 21-11)CALC Report Description: Residential (2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Total Length 60 ..... Route l ..... DR 1.1010 12.96 4.37 150 0.030510 3-7 Pt 0.506 212 44 20-81/2 21'-2 12.96 4.9 7.000 7.316 Sprinkler, E(7'-0), 1(5-0), Tr(1'-O) 13-0 16-7 Pc Pv -0.190 BL 1.1010 25.99 8,76 150 0.110484 36-1% Pf 8.302 44 98 21-2 9'-7 13.03 7.316 20.640 Flow (q) from Route 2 3Tr(1'-0), 31(5-0), 3E(7'-0), TOR 39-0 75'1Y2 Pc PV 5.022 BL 1.1010 25.99 8.76 150 0.110484 8-1 Pt 1.666 98 96 9-7 1'6 20.640 25.811 sCV, E(7'-0), BOR 7-0 15'1 Pc Pv 3.504 BL 1.1010 25.99 8.76 150 0.110484 1-6 Pt 0.718 96 100 1-6 1-6 25.811 26.529 T(5'-O) 5-0 6-6 Pc ~Pv BL 1.1010 30.99 10.44 150 0.152989 3-0 Pt 1.530 100 9 1-6 -1-6 5.00 26.529 29.359 Flow (q) from Route 3 E(7-0) 7-0 10-0 Pc Pv 1.301 UG 1.5980 30.99 4.96 150 0.024931 15201/z 1 Pt 9.815 9 6 -1-6 1'6 29.359 39.174 Tr(1'-0), WMV(-6.000) 1-0 15301.4 Pc Pv UG 0.9950 30.99 12.79 150 0.250477 15-0 Pt 3.757 6 7 -1-6 46 39.174 42.932 Water Supply 150 Pc Pv 0.00 Hose Allowance At Source 7 30.99 60 ..... Route 2 ..... DR 1.1010 13.03 4.39 150 0.030785 2-2% Pt 0.438 214 44 20-81/2 21-2 13.03 4.9 7.068 7.316 Sprinkler, E(7'-0), T(5'-O) 12-0 14-2% Pc Pv -0.190 =. ..... Route 3 ..... BL 1.1010 5.00 1.68 150 0.005236 1-6 Pt 0.013 103 100 3-0 1'6 5.00 25.865 26.529 Hose(-0.000) Tr(1-0) 1-0 2'6 Pc Pv 0.650 Equivalent Pipe Lengths of Valves and Fittings (C120 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. AutoSPRlNK 2022 07.1.21.0 5/22/2023 12:44:59PM Paae7 Hydraulic Analysis Job Number: 189- ADU - 2HD CALC Report Description: Residential (2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary 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 BaIV Ball Valve DR Drop BFP Backfiow 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-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DelV Deluge Valve SN Swing Nipple DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90° Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 450 Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 111%' Elbow points Ee2 22W 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 fT 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 WirF Wirsbo WMV Water Meter Valve Z Cap (. © M.E.P.CAD, Inc. J AutoSPRINK 2022 v17. 1.21.0 5/22/2023 12:44:59PM Page 8 Icheck Point Gauge Data I Job Number 189 ADD 2HD CALC Report Description: Residential (2) Gauge I Available Static Pressure (psi) Available Residual I Pressure (psi) Required Residual I Pressure (mil I K-Factor(K) I Flow(gpm) I Elevation(Foot) BOR (96) 184,699 168.494 25.811 5.12 I 25.99 1-6 TOR (98) 181.195 163.323 I 20.640 15.72 1 25.99 9-7 @ M.E.P.CAD, Inc. AutoSPRINK 2022 v17.1 .21.0 5/22/2023 12:45:00PM Pane 9 IRiser Tag Job Number: 189- ADU - 2HD CALC Job ROOSEVELT PROJECT 3460 ROOSEVELT ST, CARLSBAD CA 92008 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: Number Of Nozzles Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand At Base Of Riser (BOR (96)) Total Demand Flow(gpm): Pressure(psi): Residential 35 2 0 4.9 0.437 0.05 gpm/ft2 0.50 gpm/ft2 500 ft2 (Actual 52 ft2) 25.811 Water Supply Information At Time Of Design Static Pressure(psi): 86.000 Residual Pressure(psi): 20.000 Supply Flow(gpm): 500.00 Total Demand Flow(gpm): 30.99 Total Demand Pressure(psi): 42.932 M.E.P.CAD, Inc. AutoSPRINK 2022 v17121.0 5/22/2023 12:45:01PM Page 10 Senju Sprinkler Model RC-RES K-Factor: 4,9 • SIN: S58464 Residential Lead Free Flat Concealed Sprinkler, Pendent C & US LISTED I NSF/ANSI/(AN 61 &i EU GENERAL DESCRIPTION The Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. They are decorative and fast responding. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch. 68mm). The push-on and/or thread-on, thread-off design of the concealed cover plate assembly allows for easy installation of the cover plate. Therefore, the Model RC-RES should be your first choice when aesthetics is the major consideration for ultimate appeal and unbeatable performance is desired, The Model RC-RES is designed for residential occupancies and is perfect for use in homes, hotels and other living quarters. The Model RC-RES is to be used in wet pipe residential sprinkler systems for One- and Two- Family Dwellings and Manufactured Homes per NFPA13D; wet pipe residential sprinkler systems for Residential Occupancies up to and Including Four Stories in Height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13, The Model RC-RES has a 4.9 (70.6 LPM/bar112) K-factor that meets the required residential flow rates with minimal residual pressure, which allows for smaller pipe sizes and water supply requirements. For extended installation flexibility, the Model RC-RES provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of pipe lengths. The heat sensitivity and water distribution design of Model RC-RES allows for an increased chance of residents to escape or evacuate in case of a fire. However, residential fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction required by bUilding codes. "Lead Free" is defined in the Reduction of Lead in Drinking Water Act (S3874) endorsed by AWWAs Water Utility Council, and California Assembly Bill #1953 as having less than or equal to a weighted average of 0.250/c lead in wetted surface of pipes, plumbing fittings and fixtures. www.senjusprinkier.com Page 1 of S Document No.U085168.. 02-08-2021 SIN: 558464 K.FaGor 44.8 Teerprrratare Rali: 182r172 C Or 205 FI96 C UI. Mark Cover Plate Sprinkler flop View) (bottom View) Figure 1.1: Marking (Color Code) WARNINGS The Model RC-RES must be installed and maintained in accordance with the rules stated herein as well as in compliance with the applicable standards of the National Fire Protection Association regulations and the standards of any other authorities having jurisdiction. In the event of this condition, consult the authorities having jurisdiction for guidance and approval. Failure to do so may impair the integrity of these devices. It is the responsibility of the installing contractor to provide a copy of this document to the owner or their representative, and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. 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 with any related questions. TECHNICAL DATA I . Approvals: cULus Listed UL-EU Listed (162°F (72°C) only) NSF/ANSI/CAN 61, NSF/ANSI 372 Sprinkler Identification Number (SIN): SS8464 Maximum Working Pressure: 175psi (12.1 bar) Discharge Coefficient (Nominal K-Factor): K = 4.9 GPM/psit'2 (70.6 LPM/bar112) Temperature Rating: 162°F (72°C) Sprinkler with 140°F (60°C) Cover Plate 205°F (96°C) Sprinkler with 162°F (72°C) Cover Plate Color Code (Sprinkler) 162°F (72°C): Uncolored 205°F (96°C): White Color Code (Cover Plate) 140°F (600C): No Mark 162°F (72°C): White-Colored Mark Vertical Adjustment: 1/2 inch (12.8 mm) Cover Plate Finishes: Standard Finishes: White, Ivory, Beige, Brown, Black, Nickel, Wood Grain Custom Finishes: Custom color and custom pattern cover plates are available on special order. Contact a Senju Sprinkler representative with any custom orders. Please see chart on Page 8 for more detail. Physical Characteristics: Ref. Figures 1 and 1.1 2-t/16 (052rrvn) Marking C--- A°i. of Manufacture SIN: SS8464 Temperature RaflnT 16TfR2 -C. ALS Mark: NSF 61,1372 a (a Deftactor (Phosphorus Bronze) s-sa (3' Gasket (PTFE) Fusiele Metal (sower) r 3-1/4 øerrrcnt (s; -teat Collector (Copper) Or 2-5/8 J () Cover Plato A35enThly, Figure 1: Model RC-RES K = 4.9 www.senjusprinkler.com Page 2 of 8 Document No.U085168 . 02-08-202 OPERATION In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then the Cover Plate is released at once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and when sufficient heat from the fire is reached, internal components of the sprinkler fall apart: This leads to the water flow to be distributed on the affected fire area. (Ref. Figure 2) no pi Normal Condition Cover Plate Operation Sprinkler Operation Water Discharge Figure 2: Operation Process (For illustrative purposes only) DESIGN CRITERIA The herein stated rules for use and installation of Model RC-RES are provided by the manufacturer and must be strictly implemented for safe and full results. Notes Residential Fire Sprinkler Systems should only be designed and installed by individuals who are completely familiar with automatic sprinkler system design installation procedures and techniques Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer review and develop a working understanding Of the complete list of criteria prior to initiating the design of the sprinkler system. Questions concerning sprinkler installation and usage criteria, which are not covered by the following instructions, should be submitted to your contracted company. Include sketches and technical details, as appropriate, In some instances, the requirements of this document may concern specifications which are more stringent, and which take precedence over those specified in NFPA 13, 130. 13R, or by the authority having jurisdiction. The Model RC-RES must not be used in applications where the air pressure above the ceiling is greater than that below. Inspect, all sprinklers after installation to ensure that both the gap between the cover plate, ceiling and the 6 slots in the cup are open and free from any air flow impediment, The spray from the sprinkler is distributed radially outward and downward from the sprinkler deflector. Consequently, the sprinklers must be located such that there will be no blind spaces shielded from spray by partitions, room dividers, overhangs or other parts of the dwelling structure. The number of sprinklers within each compartment (as defined by NFPA 130. 13R, or 13) must be kept as few as possible while observing all guidelines relating to obstructions and spacing. Use only the Cover Plate provided for the Model RC-RES. The sprinkler must be secured in place by firmly fastening the sprinkler system piping to the structure. If the sprinkler is not properly secured in position, reaction forces resulting from sprinkler operation could alter its orientation and its water distribution pattern. www.senjusprinkler.com Page 3 of 8 Document No.U085168. 02-08-2021 Obstruction to Water Distribution Locations of sprinklers must follow the obstruction rules of NFPA 13, 13D and 13R for Residential Sprinklers. General Service Conditions The Model RC-RES must only be utilized in WET PIPE sprinkler systems. Heat Source Criteria Refer to NFPA 13D, 13R or 13 for the requirements relating to the prevention of possible activation of the Heat Responsive Element of Model RC-RES, due to the exposure of a heat source other than an actual fire. Precautionary Warnings for Corrosive Environments Model RC-RES sprinklers should not be installed where they may be subjected to a corrosive environment including the following: Chlorine ion and Chloride environment Stress corrosion cracking may be caused by exposure to environments with Chlorine ion and Chloride. Exposure to this environment may result in sprinklers operating under Non-Fire conditions or Not Operating when exposed to an actual fire. Sprinkler system piping with Copper Sprinkler systems should be constructed in compliance with the applicable standards and the requirements for copper piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13, ASTM B813, B828, and CDA (Copper Development Association) - Solder Joint) All residual flux must be removed from the interior and exterior of the copper piping by thoroughly flushing before installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and/or leakage in the sprinkler system. Hydraulic Design Criteria The minimum required sprinkler flow rates for systems designed to NFPA 13D or 13R are given in Table A as a function of temperature rating and the maximum allowable coverage area. The sprinkler flow rate is the minimum required discharge from the most hydraulically demanding sprinkler from each of the total number of "design sprinklers" as specified in NFPA 13D or 13R. For systems designed to NFPA 13, the number of designed sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and maximum allowable coverage area. A minimum discharge of 0.1GPM/sq.ft. [4.07LPM/sq.m] over the "design area" comprised of the four most hydraulically demanding sprinklers for the actual coverage area being protected by the four sprinklers. www.senjusprinkler.com Page 4 of 8 Document No.U085168 . 02-08-2021 Table A. NFPA 13D & 13R Wet Pipe Hydraulic Design Criteria for Model S58464 For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R or 13 as applicable. Maximum Maximum Ordinary Temperature Intermediate Temperature Coverage Spacing Rating 1627 (72C) Rating 205F (96CC) Deflector to Installation Minimum Area Ft. x Ft. Ft. Ceiling Type Spacing Ft. (m) FIow 6PM Pressure1 Flow(b) 6PM Pressurew (m x m) (m) (1PM) PSI (bar) (1PM) PSI (bar) 12x12 12 13 7.0 13 7.0 Smooth (3.7 X 3.7) (3.7) (49.2) (0.48) (49.2) (0.48) Ceilings 3/8 to 7/8 Inches. 14x14 14 13 7.0 13 7,0 (4.3 a 4.3) (4.3) (49.2) (0.48) (49.2) (0.48) Beamed Ceilings per 16x16 16 13 7.0 13 7.0 NFPA 13D, Concealed 8 (4.9 x 4.9) (4.9) (49.2) (0.48) (49.2) (0.48) 13R or 13. Installed in (2.4) 18 x 18 18 17 12.0 17 12.0 (5.5 x 5.5) (5.5) (64.4) (0.83) (64.4) (0.83) beam 3/8 to 7/8 inches below bottom 20 x 20 20 21 18.4 21 18.4 (6.1 x6.1) (6.1) (79.5) (1.27) (79.5) (1.27) of beam. For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the Next Higher Coverage Area listed. 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. Sprinkler Spacing Criteria The minimum spacing between sprinklers is 8 feet (2.4m). The maximum spacing between sprinklers cannot go beyond the coverage area calculated by using the specific hydraulic factors. (Ref. Table A) INSTALLATION The Model RC-RES must be installed in accordance with the following instructions: NOTES Do not use any sprinklers which have been subjected to potential mechanical damage. Do not use any sprinklers which show deformation or cracking in either the Sprinkler or the Protective Cap. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to the sprinklers that could cause improper operation or non-operation. The Protective Cap must remain on the sprinkler during installation. After the installation is completed, the Protective Cap must be removed to place the sprinkler in service. Use a torque of 7 to 14 ftlbs (9.5 to 19.0 N.m) to achieve a 1/2 inch NPT sprinkler joint. If you exceed the recommended maximum torque, this could result in damage to the sprin<ler inlet, which may lead to leakage from the sprinkler. Use only NR-H model wrench socket for installation of RC-RES sprinklers. Use of any other wrench or socket is prohibited and may cause damage to the sprinkler. In case of insufficient adjustment in Cover Plate installation, do not try to overly tighten, screw the sprinkler too loosely or make any modification to the cover plate assembly. Readjust the sprinkler fitting for a better fit. Do not rotate the Cap Removal Tool for RC to the left with force when placing the two hook arms into place. The installed sprinkler may become loosened, which may cause water leakage. www.senjusprinkler.com Page 5 of 8 Document No.U085168 •02-08-2021 - Installation Steps Step 1: The installation requirements for the sprinkler are as follows: to be installed only in the pendent position with the waterway perpendicular to the ceiling. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 2 inches (50.8mm) as shown in Figure 3. Step 2: With pipe thread sealant applied to the threads, hand tighten the sprinkler into the sprinkler fitting. Then tighten it with the Socket NR-H or Ratchet (3/8" drive) & Socket NR-H Combination (Ref. Figure 4). The teeth of the Socket must fit perfectly with the grooves on the Sprinkler for proper installation (Ref. Figure 4). Step 3: If desired, the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Protective Cap. Before the installation of the ceiling, the sprinkler installation can be started with a 2-3/8 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the "Vertical Adjustment" indicator on the Protective Cap to check for proper installation height (Ref. Figure 3). MourVng Ave. 114 (6.4mm) Make a Space Here Do Not MJ2m / vertical LCorrect LcorrecLj Figure 3: Installation Figure 4: Ratchet & Socket Step 4: Use the Cap Removal Tool for RC to remove the Protective Cap (Ref. Figure 5), and then push or screw a Cover Plate Assembly on the Cup of the Sprinkler by hand until its flange just has contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening the Cover Plate Assembly once the flange has contact with the ceiling. If the ceiling has been lifted from its normal position in the process of tightening the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover Plate Assembly cannot contact the ceiling sufficiently, readjust the sprinkler fitting as necessary. When properly installed, there is a nominal 1/16 inch (1.6mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6. Hook Up ProtecItive Cap Sprinkj~r Head Cap Removal Tool I Pull down Steol Step 2 Steo3 Figure 5: Protective Cap Removal www.senjusprinkler.com Page 6 of 8 Document No.U085168 . 02-08-2021 r 8thfl Figure 6: Installation (Cover Plate Assembly) - N - - ,.. LJ cwect E. Figure 7: Installation (Correct and Incorrect) CARE & MAINTENANCE The following instructions must be implemented for the maintenance and service of the Model RC-RES. Notes Wet pipe sprinkler systems must be maintained at a minimum temperature of 40°F /4°C to prevent freezing and bursting of the pipe and/or sprinklers. Automatic sprinklers are not to be tested with a heat source. Operation of the heat responsive element can result. Absence of a Cover Plate Assembly may delay the response time of the sprinkler in case of a fire. Install the cover plate assembly properly, as shown in Figure 6. Improper installation of the cover plate assembly may cause improper operation or non-operation. 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 off any of the air gap. Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted cover plates. Non- factory applied paint may adversely delay or prevent sprinkler operation in case of a fire. Do not pull the Cover Plate. Separation may result. In preparation for maintenance of the fire protection system, permission to close the main control valve must be obtained from the proper authorities, and all affected parties by this action, and must be informed before the maintenance session can commence. Do NOT enclose any sprinklers within drapes, curtains, or valances. Do NOT hang anything from the sprinklers. Do NOT clean the sprinklers with soap and/or water, detergents, ammonia, cleaning fluids, or other chemicals. Remove dust, lint, cobwebs, cocoons, insects, and larvae by gently brushing with a feather duster or gently vacuuming with a soft bristle (i.e., dusting) brush attachment. Exercise suitable safety precautions in the use and storage of highly flammable materials. The rapid rate of fire development and spread of these materials can reduce the ability of the sprinkler system to aid in the control of a fire involving such hazards. www.senjusprinkler.com Page 7 of 8 Document No.U085168 . 02-08-2021 Leaking or corroded sprinklers must be replaced. Automatic Sprinklers must be kept in a cool and dry place. Automatic sprinklers must never be physically altered, such as painted, plated, or coated, once shipped from the factory. If the sprinklers have been in any way modified, they must be replaced. Great caution must be applied to prevent damage to the sprinklers at all stages - before, during, and after installation. Damaged units because of dropping, hitting, over-tightening, or wrench slippage, must be replaced. The Model RC-RES must only be replaced With Pendent sprinklers Which are IistCd for rësidëiitial ffrë pirbtection service and which have the same nominal K-Factor, the same coverage area, and the same or lower flow ratings (as indicated under Table A "Hydraulic Design Criteria"). When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, first verify that the new construction will not violate the installation requirements of the applicable standards of NFPA. Alter the new construction and/or the sprinkler system to suit the requirements of this document and the applicable NFPA regulations. The owner is responsible for the maintenance of the sprinkler system, including inspection and testing of its compliance with this document, as well as the standards of the National Fire Protection Association (e.g., NFPA 25), and the regulations of any other authorities having jurisdiction. The owner should direct any questions regarding the .above rules and regulations to the installing contractors or the sprinkler manufacturer. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with NFPA 25. LIMITED WARRANTY For details of warranty, refer to Sales Contract. ORDER PROCEDURE When placing an order, please contact a local distributor with the following information (Model Name, Temperature Rating and Finish). Sprinkler Model: RC-RES SIN: SS8464, Residential Flat Concealed Sprinkler, Pendent, K4.9, Temperature: 162°F (72°C) or 205°F (96°C) Cover Plate Assembly 2=5/8 inch (468mm) or 3-1/4 inch (c83mm) or 2=5/8 inch square (068mm), Order separately from Sprinkler Please refer to the chart below for available sizes, temperature, and finishes. I White I Ivory Beige Standard Finishes Brown Black I Nickel I Copper Wood Grain Custom I Finishes Custom Custom Color Pattern 2-5/8" Round, 140°F (2) (2) - - - - - - 0 0 3-1/4" Round, 140°F 0 0 0 0 0 0 0 0 0 0 2-5/8" Square, 140°F 0 - - - - - - - 0 0 2-5/8" Round, 162°F 0 - - - - - - - 0 0 3-1/4" Round, 162°F 0 0 0 0 0 - - 0 0 0 2-5/8" Square, 162°F 0 - - - - - - - 0 0 Tools & Accessories Socket NR-H • Cap Removal Tool for RC for use with a 3/8" drive ratchet (not included) • Cover Plate Installation Tool Socket NR-H Plastic for use with a 1/2" drive ratchet (not included) www.senjusprinkler.com Page 8 of 8 Document No.U085168 . 02-08-2021 tqcae Worldwide Contacts f www.tyco-fire.com Series LFII Residential 49 K-factor Pendent Sprinkler Wet Pipe Systems IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Always refer to Technical Data Sheet TFP700 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. Scan the QR code or enter the URL in a web browser to access the most up-to-date electronic version of this document. Data rates may apply. I I..- L!1 .: docs.jci.com/tycofire/tfp403 General Description TYCO Series LFII Residential 4.9K Pendent and Recessed Pendent Sprin- klers (TY2236) are decorative, fast response, frangible bulb sprinklers designed for use in residential occu- pancies such as homes, apartments, dormitories, and hotels. When aesthet- ics and optimized flow characteristics are the major consideration, the Series LFII Residential Sprinklers (TY2236) should be the first choice. The Series LFII Residential Sprinklers are intended for use in the following scenarios: wet pipe residential sprinkler sys- tems for one- and two-family dwell- ings and mobile homes per NFPA 130 wet pipe residential sprinkler sys- tems for residential occupancies up to and including four stories in height per NFPA 13R wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13 The recessed version of the Series LFII Residential Sprinklers is intended for use in areas with finished ceilings when used with one of the following: A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 5/8 in. (15,9 mm) from the flush pendent position. A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 in. (12,7 mm) from the flush pendent position. The adjustment provided by either Recessed Escutcheon reduces the accuracy to which the pipe drops to the sprinklers must be cut. The Series LFll 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. Corrosion-resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be obtained when exposed to corrosive atmo- spheres. Although corrosion-resistant coated sprinklers have passed the standard corrosion tests of the appli- cable Approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suit- ability of these coatings for any given corrosive environment. The effects of ce1.d NsWaNSIm ambient temperature, concentration of chemicals, and gas/chemical velocity should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. IAL•YIL•i The Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2236) 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- 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) TY2236 TY2236 is replacement for the TY2234. Page 1 of 4 AUGUST 2022 TFP403 -- WRENCH ~W) STYLE 15 or 20 FLATS RECESSED ESCUTCHEON RECESSED PENDENT TFP4O3 Page 2 of 4 7/16 (11,1 mm) 1/211 ESCUTCHEON Components: NOMINAL NPT PLATE SEATING 1 - Frame 2 -Button MAKE-IN 1 SURFACE 3 - Sealing Assembly 4- Bulb 1 - 5- Compression Screw 2 ._.IiIIIIJ 2-1/4" 6- Deflector* (57,2 mm) : iiiir 1-5/8' (41,3 mm) * Temperature _________ rating is 6*_1 indicated on Deflector. CROSS SECTION PENDENT FIGURE 1 SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2236) 2-7/8" DIA. 3/8±5/16" (73,0 mm) 5/8" (15,9 mm) (9,5±7,9 mm) - 2-1/4" DIA. FLUSH FACE OF (57,2 mm) SPRINKLER MOUNTING FITTING PLATE - ?- !J/1!I MOUNTING / 1/8" (3,2 mm) SURFACE . 1-9/16" (39,7 mm) CLOSURE 1Y2236 15/16' (23,8 mm) FIGURE 2 SERIES LFII RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON NCH RECESS (END "A" USED FOR TY2236) FIGURE 4 W-TYPE 6 SPRINKLER WRENCH 2-7/8' DIA. - 5/16±1/4 (73,0 mm) 1/2(12,7mm) (7,9±6,4 mm) 2-1/4" DIA. FLUSH FACE OF SPRINKLER L MOUNTING FITTING L57'2 _?:-1 PLATE 4L/ 1/8" MOUNTING SURFAC////7 \J (3,2 mm) 1-9/16' (39,7 mm) CLOSURE TY2236 1-1/16" (27,0 mm) FIGURE 3 SERIES LFII RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURES W-TYPE 7 RECESSED SPRINKLER WRENCH TFP4O3 Page 3 of 4 WET PIPE SYSTEM Minimum Flow and Residual Pressure (2)(3) Maximum Ordinary Temperature Rating Covers ae intermediate Temperature Rating Area ( 155°F (68°C) 175°F (79°C) Minimum Deflector to installation Spacing ft x ft Flow Pressure Flow Pressure Ceiling Type tt (mxm) gpm psi gpm psi (m) (I/mm) (bar) (1/min) (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. Recessed us- 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 ing either Style 15 or Style 20 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 or 13R 1-1/4 in. to Escutcheon or non-recessed per NFPA 13D, (2,4) 18x18 17 12.0 17 12.0 (5,5x5,5) (64,3) (0,83) (64,3) (0,83) 1-3/4 in. below bottom of beam. 13R,or13 20x20 20 16.7 20 16.7 (6,1 x6,1) (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. See 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 SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2236) WET PIPE SYSTEM NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA Technical Data Approvals UL and C-UL Listed Certified to all requirements of NSF/ANSI 61 Note: Sprinklers with a polyester finish are UL Listed as corrosion-resistant sprinklers. See the Design Criteria section for details on these approvals. Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K=4.9 gpm/psi¼ (70,6 Ipm/bar¼) Temperature Rating 155°F (68°C) or 175°F (79°C) Finishes Natural Brass, Pure White Polyester Coated, Signal White Polyester Coated, Jet Black Polyester Coated, or Chrome Plated Physical Characteristics Frame .............................Brass Button ...........................Copper Sealing Assembly. . Beryllium Nickel w/TEFLON 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 Series LFll Residential 4.9K Pendent and Recessed Pendent Sprin- klers are UL and C-UL Listed for instal- lation 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 and the C-UL Listing, wet pipe systems may be utilized. 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 sprin- kler flow rates are given in Table A 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 13D or NFPA 13R. 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 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. 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) being hydraulically calcu- lated, for example, maximum 12 ft for a 12 ft x 12 ft coverage area, or 20 ft for a 20 ft x 20 ft coverage area. TFP4O3 Page 4 of 4 Installation TYCO Series LFII Residential 4.9K Pendent and Recessed Pendent Sprin- klers 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 apply- ing a minimum-to-maximum torque of 7 to 14 lb-ft (9,5 to 19,0 N.m). Higher levels of torque can distort the sprin- kler 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, as shown in Figure 4. With reference 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 the recessed pendent sprinklers in the pendent position with the deflector parallel to the ceiling. Step B. After installing either the Style 15 or 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, as shown In Figure 5. 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 either the Style 15 Closure or the Style 20 Closure over the Series LFII Residential Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance TYCO Series LFII Residential 4.91K Pendent and Recessed Pendent Sprin- klers 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 sprinkler that has a cracked bulb or that has lost liquid from its bulb. See the Installation section. The owner is responsible for the inspec- tion, 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, such as 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 4.9K Residential Pendent Sprinkler (TY2236), (specify temperature rating), with (specify) finish, P/N (specify): 155°F (68°C) Natural Brass .................51-212-1-155 Pure White (RAL 9010) Polyester12 ..................51-212-3-155 Signal White (RAL 9003) Polyester1 ....................51 -212-4-155 Jet Black (RAL 9005) Polyester' ....................51-212-5-155 Chrome Plated ................51 -212-9-155 175°F (79°C) Natural Brass ..................51-212-1-175 Pure White (RAL 9010) Polyester12 ..................51-212-3-175 Signal White (RAL 9003) Polyester' ....................51 -212-4-175 Jet Black (RAL 9005) Polyester' ....................51-212-5-175 Chrome Plated ................51-212-9-175 UL Listed as Corrosion-resistant. Eastern Hemisphere sales Only. Recessed Escutcheon Specify: Style 15 Escutcheon with (specify*) finish, P/N (specify*) or Style 20 Recessed Escutcheon 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 1467 Elmwood Avenue, Cranston, RI 029101 Telephone +1-401-781-8220 02022 Johnson Controls. All rights reserved. All specifications and other Information shown were currentas of document revision date and are subject to change without notice. Johnson NATIONAL FIRE PROTECTION ASSOCIATION and NFPA an; roolotared trsd.morlr. Of NotIonal P1w ProteOtlon dusvuluilon; TEFLON In a trademark vim. ChanroArs Company FC, LLC Controls