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366 WALNUT AVE; ; FPR2019-0199; Permit
II1FjIr1iIIg I:1 FIF.IFTI (ity of Carlsbad Print Date: 10/01/2020 Permit No: FPR2019-0199 Job Address: 366 WALNUT AVE. CARLSBAD, CA 92008-3151 Status: Closed - Finaled Permit Type: FIRE-Construction Residential Work Class: Multifamily Fire Sprinkler Parcel 4*: 2041321703 Track 4*: Applied: 10/21/2019 Valuation: $0.00 Lot #: Issued: 01/06/2020 Occupancy Group: Project 4*: Finaled Close Out: 10/01/2020 #of Dwelling Units: Plan 4*: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check 4*: Inspector: Plan Check 4*: - Final Inspection: Project Title: Description: WALNUT BEACH HOMES - UNIT 1 / BLDG 1/ PLAN TYPE C / SPRINKLERS Applicant: FPContractor: SYMONS FIRE PROTECTION SYMONS FIRE PROTECTION INC ANGELA ZUMAYA 12155 PAINE PL 12155 PAINE PL P0 WAY, CA 92064-7154 POWAY, CA 92064-7154 (619) 588-6364 (619) 588-6364 FEE AMOUNT FIRE NFPA 13R System 3-16 units (per building) $858.00 FIRE Plan Resub(3rd&Subsequent Submittal/hr) $136.00 Total Fees: $994.00 Total Payments To Date: $994.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov 4 OR IHydrau1ic Overview I Job Number: 19-0395 Report Description: (AREA1) 4HEAD CALC Residential (1) Job Job Number Design Engineer 19-0395 JOBANNY ECHEVERRIA Phone Job Name: FAX 6180-C RESIDENCE P..ddrefl 1 State ceXifloaliorALicense Nrenber 6180 PASEO ARBOLADO RANCHO SANTA FE, CA 92067 Address 2 - ANd RANCHO SANTA FE FIRE DEPT. Ad dress 3 Job Site/Building RANCHO SANTA FE System Densuo Puma OtAPPhOatiOn 0.l00gpm/fte 900.00ft2 (Actual 199.55ft2) Most Demaricing Sprinider Date Hose Stream 4.9 K-Factor 17.00 at 12.037 100.00 CooeNge Per Sprinider . Bunter 0lspdntders ciooulated Number At Spoters Catieted 200.00fte 4 0 Snitem Pressure O.nb.nd Syoem fAte tt.rnand 53.963 71.99 Totaloemand . Pre555reResrit 171.99 @53.963 +18.924 (26.0%) Supplies Check Point Gauges Node Name Flow(øm) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(ppm) 1 Water Supply 171500 100.00 73.000 65.000 BOR 51.315 10.05 71.99 19-0745—WALNUT BEACH HOMES Water Supply at Node 1 (1715.00, 0.00, 73.000, 65.000) N rem I. iL 14 (, © M.E.P.CAD, Inc. al AutoSPRINK 2019 05.1.9.0 10/30/2019 7:21:28AM Page 1 111 Hydraul1c Summary I Job Number: 19-0395 Reoort Descriotion: (AREA1) 4HEAD CALC Residential (1) Job Job Number Deogn Engineer 19-0395 JOBANNY ECHEVERRIA - I - - - Job Name: 6180-C RESIDENCE State CerbfloatiorALicerrse Number Address 1 AHJ 6180 PASEO ARBOLADO RANCHO SANTA FE CA 92067 : RANCHO SANTA FE FIRE DEPT. - - Address 2 Job Sitnlbulldlirg RANCHO SANTA FE Addreos3 Dra00109Name - 19-0745—WALNUT BEACH HOMES System Remote Area(s) M050 oemeiMing SpiinWvo Data i OCOUPanOY Job Su100 4.9 K-Factor 17.00 at 12.037 (AREA1) 4HEAD CALC Residential Hose Ailowenceflt Source - - Pressure Area otApplleation 100.00 o.loogpmIfta 900.00ft (Actual 199,55ft2) Addcwnal Hose SuPPties - Nurnder Or Spnnaeos CaloLiated Number 00 NozzleS Catoogated Coverage Pb, Sprinano Node Flow(gpm) 4 - 0 200.00ft2 Ai.OoPeek Results: Pressure For Remote Area(s) Adjacent To Most Remote A— Left: 53.963 Right: 48.345 Total Hose Streams 100.00 System P10ev Demand - Total Water Required (Including Hose Allowance) 71.99 1 171.99 - - Meoimum Pressure Arthatance In Loop 0.000 MeoimumVcloolty Above Ground 17.53 between nodes 12 and 102 Meeloram Antoalty Under Ground VoiumecepaoityotVitatPipes VolumeoepeoityetDroPlpes 638.glgal Supplies I Hose Flow : Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) 1 Water Supply 100.00 1 73.000 65.000 j 1715,00 1 72.886 171.99 53.963 18.924 Contractor Cont,— Nunter 1 Contact No HARRY SPILMAN Co— Title Nam000Contracton: Add MERRIT ress 0 DEVELOPMENT & CLOTFELTER CONSTRUCTIO Phone FAX Estension Address 2 Address 3 I E-mail : Vatb-Site , © M.E.P.CAD, Inc. Gj AutoSPRINK 2019 v15.1 .9.0 10/30/2019 7:21:30AM Page 2 MOIHydraulic Graph Job Number: 19-0395 Rnnrt fle'rintinn (APFAI) 4HFAfl (AI fl RsidntitI 11 Water Supply at Node I too— go--- 80- -Static IF 73.000 70— tfl500@65.000 60- 1.99 53.963 171.99 with hose streams 50 40— stem demand curve 30- 20- 10 I11IiJ_1.•1.J.l.l.l.l.l.' 111111111 111111111 111111111 111111 II 11111111 11111111 I I I I I I I I I 0— 700 1050 1400 1750 2100 2450 2800 3150 3500 Water flow, gpm Hv&achcG,ph Water Supply at Node 1 Static: Pressure 73.000 eesrduat Pressure 65.000 @ 1715.00 Avaplable Pressure at lime of Test 72.886 @ 171.99 St.I.rrr Do- 53.963 @71.99 Sfsicrrr certiau(trohuuara tic.. Asca.rca at Seuccel 53.963 @ 171.99 f, © M.E.P.CAD, Inc. ID AutoSPRINK 2019 v15.1 .9.0 10/30/2019 7:21:31AM Page 3 MRIHydrauIic Graph Job Number: 19-0395 , Puancrt flraracrint,nn 1P1 FS ('GI r.P iduantiral (1 BOR 100— 80— -Static Pressure 73.000 70— s.1715.00@65.000 60 CL .Lth hose streams 40 S stem demand curve 30- 20— I1J.LIJ I..LJ.1.I.I_I.J IIIIIII 111111111 liii 11111 111111 II III I I I I I I I I I I I I I I I I I o— 350 700 1050 1400 1750 2100 2450 2800 3150 3500 Water flow, gpm Hydraulic Graph BOR Static: Prescuce N/A Residual; Pressure N/A aaailaSe Pressure at Tim at Test N/A 51.315 @71.99 Srsuerrro.erOrrd tlrasudreg Ha Albuanca SI Snurnel 51 .315 @ N/A (. © M.E.P,CADr Inc. M AutoSPRINK 2019 v15.1.9.0 10/30/2019 7:21:31AM Page 4 4 1I,immiry flffliifflnwinn flvirs I Job Number: 19-0395 ULli1 Report Description: (AREA1) 4HEAD CALC Residential (1) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 100 19.96 17.00 4.9 16.600 Sprinkler 101 17.19 17.00 4.9 12.303 1 Sprinkler 102 17.84 17.00 4.9 13.250 Sprinkler 103 17.00 17.00 4.9 12.037 1 I c. Most Demanding Sprinkler Data . © M.E.P.CAD, Inc. IgAutoSPRINK2019 05.1.9.0 10/30/2019 7:21:33AM Page 5 I Job Number: 19-0395 I<eport uescrlptlon: Al) 4F-1tRL) LkLL, restaenuai t I) Node Elevation(Foot) Fittings Pressure( psi) I Discharge(gpm) 1 8-6 S 53.963 71.99 100 26-7 Spr(-16.600) 16.600 19.96 101 2651/2 Spr(-12.303) 12.303 17.19 102 27-5% Spr(-13.250) 13.250 17.84 103 28-4 Spr(-12.037) - 12.037 17.00 2 8-6E(14-0%) 47.989 3 18-6 31.351 4 9:9 T(60) 35.713 18-6 C(50) 31.356 6 9-0 1(6-0) 36.495 7 18-6 C(5-0) 31.1 8 25-91/2 1(5-0) 24.611 9 j 27'-5 T(50) 27.230 10 267 1 1(5-0), Tr(10) 17.497 11 90 1(9-11) 40.163 12 27-51/2 1(5-0) F 16.835 14 -0-0 BOR 51.315 15 -3-0 1 52.630 16 27-7% 1(5-0) 12.733 17 25-9% T(5-0) 26.239 18 18-6 . 34.724 19 26-41/2 T(50) 29.873 132 - 9-0 cplg(l'-O) 35.641 . © M.E.P.CAD, Inc. §1 AutoSPRINK 2019 v15.1.9.0 10/30/2019 7:21:34AM Page 6 * IHydrau1ic Analysis IM Job Number: 19-0395 Reoort Descriotion: (AREA1) 4HEAD CALC Residential (1) Pipe Type Diameter Flow Velocity HWC Friction Loss i Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length -Routel ..... BL 1.1010 17.00 5.73 150 0.050373 - 2'-71/2 Pf 0.385 103 28-4 17.00 4.9 12.037 Sprinkler, 5'-0 Pe 0.312 16 27-71/2 12.733 T(5'-O) 7-7% Pv BL 1.1010 34.19 . 11.52 150 0.183445 2'-5%Pf 0.449 16 27-71/2 17.19 12.733 Flow (q) from Route 2 Pe 0.068 102 27-51/2 13.250 2'-S% Pv BL - 1.1010 52.02 - 17.53 150 - 0.398868 - I 4-0 Pf 5-0 Pe 3.585 102 27-51/2 17.84 4.9 13.250 Sprinkler, 12 27-51/2 16.835 T(5'-O) 9-0 Pv BL 1.1010 33.58 - 11.32 150 0.177467 15'-111/2 Pf 8.688 12 27-5% 16.835 33'-0Pe 0.717 17 25-9% 26.239 4E(7'-O), T(5.0) 48'-11'/2 Pv BL 1.1010 19.20 6.47 150 0.063087 243 Pf 2.413 17 25-91/2 26.239 140Pe 38'-3Pv 3.167 7 18'-6 31.819 2Tr(1'-O), E(7-0), C(5-0) BL 1.3940 26.37 5.54 150 . 0.035971 9-6Pf 0.558 7 18-6 7.17 31.819 Flow (q) from Route 3 6-0 Pe 4.119 6 9-0 36.495 T(6'-O) 15-6 Pv FM 1.5300 50.67 8.84 120 0.115628 21'-91/2 Pf 3.668 6 9-0 24.30 36.495 Flow (q) from Route 4 9-11 1 Pe 0.000 11 9-0 40.163 T(9'-11) 31'-8%1Pv BL 1.7400 71.99 9.71 120 0.118332 24'-91/21Pf 7.250 11 9-0 21.31 40.163 Flow (q) from Route 7 36-6 Pe 3.902 14 -0-0 51.315 4E(5--1 0), f, CV(13'-11/2), BOR 61-3 Pv FR 4.0260 71.99 1.81 120 - 0.001990 5'-0Pf 0.010 14 -0-0 51.315 . ,Pe 1.305 15 4-0 52.630 5-0 iPv CM - 4.3160 71.99 1.58 120 0.001418 190-0 j Pf 0.349 15 4-0 52.630 56-1% Pe -4.990 2 8-6 47.989 T(28'-l), 2E(14'-01/2) 246-1% Pv CM 6.3570 71.99 0.73 120 - 0.000215 66-4 Pf 5.974 2 8-6 47.989 70'-51Pe 1 8-6 53.963 4E(17'-7), BFP(-5.945), S 136-9 ,Pv 100.00 . Hose Allowance At Source 1 171.99 Route ..... BL 1.1010 17.19 5.79 150 0.051402 6'-0 Pf 0.926 101 26-51/2 17.19 4.9 12.303 Sprinkler, . 12-0 Pe -0.496 16 27-71/2 12.733 E(7'-O), T(5.0) 18-0 Pv =. ..... Route 3 ..... BL 1.1010 19.96 6.73 150 - 0.067817 V-3! Pf 0.899 100 26-7 19.96 4.9 16.600 Sprinkler, 12'-OPe -0.002 10 26'7 17.497 E(7'-O), T(5'-O) : 13-3 Pv BL 1.1010 38.41 12.94 150 0.227526 9'-91/2, Pf 6.782 10 26'-7 18.44 17.497 Flow (q) from Route 10 . 20-0: Pe 0.333 8 2591/2 24.611 cplg(1'-O), 2E(7'-O), T(5'-O) 29'9% Pv BL 1.1010 23.32 7.86 150 0.090379 25-7 Pf 3.579 8 25-9% 24.611 14'-0 Pe 3.167 5 18'6 31.356 2Tr(1'-O), E(7'-O), C(5'-O) 39-7 Pv BL 1.1010 7.17 2.42 150 0.010209 . 26-4 Pf 0.463 5 18-6 0.52 31.356 C(5-0), Flow (q) from Route 5 : 19-0 Pe 7 18'6 31.819 3cplg(1'-O), 61r(1'-O), C(5'-O) 454 Pv Route ..... BL 1.3940 16.66 3.50 150 0.015386 1 9-6 Pf 0.238 5 18-6 0.52 31.356 Flow (q) from Route 5 6-0 Pe 4.119 4 9-0 35.713 1(6-0) 15'-6Pv FM 1.5300 24.30 4.24 120 0.029691 26'4 .Pf 0.782 4 9-0 7.64 35.713 Flow (q) from Route 6 Pe 0.000 6 9-0 36.495 26-4 Pv -.. Route 5 ..... BL 1.1010 0.52 0.18 150 0.000080 34'-5:Pf 0.005 3 18-6 8.16 31.351 Flow (q) from Route 9 27-0 Pe 5 18'6 31.356 6Tr(1'-O), 2E(7'-O), 2cp1g(1'-O), C 61"5Pv (5-0) =...... Route 6 ..... ,,©M.E.P.CAD, Inc. NAutoSPRINK 2019 v15.1.9.0 10/30/2019 7:21:36AM tage , IHydraulic Analysis I Job Number: 19-0395 Report Description: (AREA1) 4HEAD CALC Residential (1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Total Length Upstream BL 1.3940 7.64 1.61 150 0.003633 23'-21/2 Pf 0.172 3 18-6 8.16 31.351 Flow (q) from Route 9 24-0 Pe 4.119 132 9'U 35.641 2E(8'-O), T(6-0), Tr(1'-O), cplg(1 47-2'/Pv -0) FM 1.5300 7.64 1.33 120 0.003488 . 20-7 Pf 0.072 132 9-0 35.641 Pe -0.000 4 9-0 35.713 20'-7 Pv Route ..... BL 1.1010 21.31 7.18 150 0.076536 18'-9% Pf 1.438 19 26-4% 6.93+14.38 29.873 Flow (q) from Route Band 12 Pe 3.413 18 18-6 34.724 18'-91/2 Pv BL 1.3940 21.31 4.48 - 150 0.024256 2011 Pf 1.065 18 18-6 34.724 23'-0! Pe 4.119 155 91-0 39.908 2E(8'-O), T(6-0), Tr(1-0) 43'11 Pv FM 1.5300 21.31 3.72 120 0.023292 1'-0%, Pf 0.255 155 9-0 39.908 1 9-11 Pe 0.000 11 9-0 40.163 T(9'-11) 10-11%'Pv =...... Route 8 ..... DL 1.1010 6.93 2.34 150 0.009583 74'-91/2 Pf 2.193 9 27-5 15.09 27.230 T(5-U), Flow (q) from Route 11 154-0 Pe 0.450 19 26-4% 29.873 3T(5'-U), 18E(7-0), 8Tr(1-0) 228'-9% Pv Route ..... BL 1.1010 - 8.16 2.75 150 0.012951 - 18-11 Pf 0,258 9 27-5 15.09 27.230 Flow (q) from Route 11 1-UlPe 3.863 3 18'6 31.351 Tr(1'-O) 19 11 Pv Route 10 ..... DL 1.1010 18.44 6.22 150 0.058567 3-9 Pf 0.278 12 27-51/2 33.58 16.835 Flow (q) from Route 1 1-0 Pe 0.384 10 26'7 17.497 Tr(1'-0) 4'-9 !Pv Route 11 ..... BL 1.1010 15.09 5.09 150 0,040406 36-U%'Pf 3,316 8 25-91/2 24.611 T(5'-U) 46'-0: Pe -0.697 8201/. Pv 9 275 27.230 4E(7-0), 2T(5-U), 3Tr(1-0) Route 12 ..... BL 1.1010 14.38 4.85 150 0.036963 42-111/2 Pf 3.880 17 25'91/2 26.239 T(5'-U) 62-0: Pe -0.246 19 26-4% 29.873 6E(7-0), 5Tr(1'-U), 21(5-U) 104-11% Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter 4,87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 , © M.E.P.CAD, Inc. UjAutoSPRINK 2019 05.1.9.0 10/30/2019 7:21:36AM Page 8 Hydraulic Job Number: 19-0395 Report Description: (AREA1) 4HEAD CALC Residential (1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length lPressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length iSummary Upstream Total Length I 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 BalV Ball Valve DR Drop Discharge gpm 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-Williams 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 Pn i Normal pressure at a point n a pipe E ocr 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 221/2* 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 GtoV 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 Cao ©MSESP.CAD, Inc. I'AutoSPRlNK 2019 v1 5.l.9.0 10/30/2019 7:21:36AM Page 9 111 Hydraulic Overview I Job Number: 19-0395 Renort Descriotion: (AREA2) 5HEAD CALCOrdinary Grouo I (1 Job Job Number I Design Engineer 19-0395 JOBANNY ECHEVERRIA Job Name - - - - I PhOne FAX 6180-C RESIDENCE Nierrber - Adaress I State CerSftoatiOn/License 6180 PASEOARBOLADO RANCHO SANTA FE, CA 92067 Adaress2 RANCHO SANTA FE FIRE DEPT. - Add— 3 Job SiteiSLoIdng RANCHO SANTA FE System 0150gpm/ft 1500 ooft (Actual 421 27ft) Most Demanding spnnkler Data Hoed Streams 4.9 K-Factor 19.50 at 15.837 250.00 Caaerage Per Sprinkler Number Xl Sprinklers Calculated Sumt,ei ne Spneulars Cahualea 200.00ft0 . 5 0 Sy— PreeOerrard ndalemF000nrard 62.052 - 110.03 Total Demand Pressure Rectal 360.03 @62.052 +10.503 (14.5%) Supplies Check Point Gauges Node Name Flow(ciom) Hose Flow)ppm) Static(Si) Residual(psi) Identifier Pressure(psi) K-Factor)K) Flow(gpm) 1 Water Supply 1715.00 250.00 73,000 65.000 BOR 59.007 14.32 11003 19-0745 WALNUT BEACH HOMES Water Supply at Node 1 (1715.00, 0.00, 73.000, 65.000) 100- 90- - - - 80- - - - tatic Pressure 73.000 70 1715.00 @ 65.000 60 1360.03with hose streams 50- 40 ystem demand curve 30 U DDe 20 - - - - - - 10- - - - - - OIL... .I.I.U.1.l.l .L.1.I.1.I_IJJ J,.J_I,_I,.l,,J,_l,J 11111111 liii liii 3150 1750 2100 2450 2800 3500 - Water flow, gpm f, ©M.E.P.CAD, Inc. M AutoSPRINK 2019 v15.1.9.0 10/30/2019 7:17:43AM Page 1 110, IHydrau11c Summary Job Number: 19-0395 Rnearf flesrrinticyn' (AREA2 5HEAD CALCOrdinary Grouo I (1 Job Job Number Design Engineer 19-0395 - - -- - JOBANNY ECHEVERRIA State CenlflcationlLicense Number - - - - - - - - Job Name 6180-C RESIDENCE Address r 6180 PASEO ARBOLADO RANCHO SANTA FE, CA 92067 -- AnJ RANCHO SANTA FE FIRE DEPT. - - dress2 JobSyalDuildirig RANCHO SANTA FE Address3 - -- - - oracoingName 19-0745—WALNUT BEACH HOMES System Remote Area(s) Meat gemarciingypnnkter Data Occupancy JobSuntie 4.9 K-Factor 19.50 at 15.837 i (AREA2) SHEAD CALCOrdinary Group I floseyllotoancaAtSouroe - - - tPressure -- -. - - Are sotApplicatior 250.00 0.lsogpm/fta 1500.00fta (Actual 421 .27ftd) Additional Hose Supplies Number Of Spnnklers Calculated Number Of Noaates Celculated Couerege Per Sprinkler Node Flow(gpm) upc Rseults: Pressure Por eemoteyrealslydtacerrTo Most RemoreArea - Total Hose Streems 250.00 System Flow Demand - - - - Total Ware Required tinciudifla Hose Altovoancet 110.03 360.03 Maoirnum Pressure yrSatance In Loops 0.000 MaormurnVetoytyybuue Sround 14.89 between nodes 4 and 138 Maoimum Veiccity Scder Srcurd - Volume capacity 01 War Pipes - Volume capacity or Dry Pipes - 638.91gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 250.00 73.000 t 65.000 1715.00 I 72.554 360.03 62.052 10.503 Contractor ContractorNumber I ConraotName CcntactTrtle 1 i HARRY SPILMAN Name of Contractor. Pyone - - MERRIT DEVELOPMENT & CLOTFELTER CONSTRUCTIO Address I FAX Address 2 Address 3 E.nrail Web-Site - , © M.E.P.CAD, Inc. fil AutoSPRINK 2019 v15.1.9.0 10/30/2019 7:17:45AM Page 2 MlHydraulic Graph Job Number: 19-0395 Pnnrf fl.,rintinn (4R1A7\ SHFAn r.AI (flr1inry (rcnin 1 (1) Water Supply at Node I 100— go--- 80 Static Pressure 73.000 - 715.00 c 65.000 11O.03@62.052 60 .360.03 with hose streams 40— S fstern demand curve 30— - 20- 10- 0 t1U.LI.i.Li.I.I.l.I 111111111 111111111 11111111 liii II I I I I I I I I I I I I I I I I I I I I %50 700 1050 1400 1750 2100 2450 2800 3150 3500 Water flow, gpm flyd,actic Ocaph Water Supply at Node 1 Static: Ptessute 73.000 ResidLt Pressure 65.000@1715.00 . Acailabie P,esaureatr.meotTest 72.554 @ 360.03 Apses Sercarbi 62.052 @ 110.03 62.052 @ 360.03 , © M.E.P.CAD, Inc. M AutoSPRINK 2019 v15.1.9.0 10/30/2019 7:17:47AM Page 3 111Hydraulic Graph Job Number: 19-0395 ei,S,* rc-,intinn• (GG\ (I ('Clrdinrarcc (rnrrn I 11\ BOR 100 -: 90ff 80-- -Static Pressure 73.000 70- Th 17065.000 60-110.03 360.03 with hose streams 50 40—--- S stem demand curve 30ff 20- 10- 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 I I I I I I I I I I I I 0— 700 1050 1400 1750 2100 2450 2800 3150 3500 50 Water flow, gpm Hydraulic Graph BOR Static: Pressure N/A Residual: Pressure N/A Available Pressure at Time vi Test N/A 59.007 @ 110.03 Sc,lsrrresrri.rd lhflsiois Hose AliceSimO SI Sraacsl 59.007 @ N/A , © M.E.P.CADI Inc. M AutoSPRINK 2019 v15.1.9.0 10/30/2019 7:17:47AM Page 4 I .immrI, Af A,iffIiwinri flAuin I Job Number: 19-0395 UJ Report Description: (AREA2) bt-IbAD (ALuurainary iroup I 1) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) I (psi) Sprinkler 200 24.04 19.50 4.9 24.079 Sprinkler 201 23.57 19.50 4.9 23.137 Sprinkler 202 19.50 19.50 4.9 15.837 Sprinkler 203 23.41 19.50 4.9 22.827 Sprinkler 204 19.50 19.50 4.9 15.838 c' Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. JS AutoSPRlNl< 2019 v15.1.9.0 10/30/2019 7:17:48AM Page 5 IMM IM,,1L Ank,ci I Job Number: 19-0395 Ieport L)escriptlofl: AI<bA2) bMtAU UALUUrainary uroup I 1I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 8-6 S 62052 11003 209 8-0 : Spr(-24.079) i 24.9?9 2404 201 8-6 Spr(-23.137) 23.137 23.57 202 9-0 Spr(-15.837) 15.837 19.50 203 8-6 Spr(-22.827) 22.827 23.41 204 90 Spr(-15.838) 15.838 19.50 2 8-6 E(14-0%) 56.109 3 18-6 22.001 4 9-0 1(6-0) 26.125 18-6 C(6-0), Tr(1-0) 22.669 6 9-0 T(6-0) 30.425 - 7 18-6 C(5-0) . 25.967 8 25-9% 1(5-0), Tr(1-0) 20.323 9 27-5 T(5-0) 19.393 11 9-0 T(9-11) 39.214 14 4 -0-0 BOR 59.007 15 -3-P 60.334 17 25-9% 1(5-0), Tr(1-0) 22.837 18 186 4 32.796 19 264% 1(5-0) .4 26.879 132 9-0 24.647 134 9-0 P0(5-111/2) 24.487 136 9-0 P0(5-11%) 24.486 137 9-0 PO(5111/2) 24.41 138 9-0 P0(5-0) 25.198 4 155 9-0 E(8-0) . 38.769 , © M.E.P.CAD, Inc. fll AutoSPRINK 2019 v15.1.9.0 10/30/2019 7:17:49AM Page 6 INIHydraulic Analysis Job Number: 19-0395 Rnort Descriotion: (AREA2) 5HEAD CALCOrdinary Grouo 1 (1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Total Length Upstream Route ..... AO 1.0870 19.50 6.74 120 0.104419 5'-0 Pf 1.143 202 9-0 19.50 4.9 15.837 Sprinkler, 5-11% Pe 233 9-0 16.980 1(5-111/2) 10'-11'/Pv BL - 1.0870 39.00 13.48 120 0.376437 - 14-0 Pf 7.506 233 9-0 19.50 16.980 Flow (q) from Route 2 5-11% Pe 136 9-0 24.486 P0(5-11%) 19'-11%Pv FM 1.5300 37.71 6.58 120 0066943 - 5-0 Pf 0.335 136 9-0 24.486 Pe 137 9-0 24.821 5'-OPv FM 1.5300 61.28 10.69 120 0.164351 2-3% Pf 0.377 137 9-0 23.57 - 24.821 Flow (q) from Route 4 lPe 138 9-0 25.198 2'-31/2 Pv FM 1.5300 85.33 14.89 120 . 0.303189 - 3-01/2 Pf 0.927 138 9-0 24.04 25.198 Flow (q) from Routes ,Pe -0.000 4 9-0 26.125 3-0% Pv FM 15300 61.07 10.66 120 0.163306 . 264 Pf 4.300 4 9-0 26.125 Pe 0.000 6 9-0 30.425 26-4 Pv FM 1.5300 81.26 14.18 120 0.277026 21'-9% Pf 8.788 6 9-0 20.19 30.425 Flow (q) from Route 3 9-11 Pe 0.000 11 91 0 39.214 T(9'-11) 31'8%Pv BL 1.7400 110.03 14.85 120 0.259382 24'-9% Pf 15.891 11 9-0 28.76 39.214 Flow (q) from Route 6 36-6 Pe 3.902 14 -0-0 59.007 4E(5'-lO), f, CV(13'-l%), BOR 61-3 Pv FR 4.0260 110.03 2.77 120 0.004362 5-0Pf 0.022 14 -0-0 59.007 Pe 1.305 15 4-0 60.334 5-0 iPv CM 4.3160 110.03 2.41 120 0.003109 190'-OPf 0.765 15 4-0 60.334 56-11/2 Pe -4.990 2 8'-6 56.109 1(28-1), 2E(14'-01/2) 246'-1%Pv CM 6.3570 110.03 1.11 120 0.000472 - 66-4 Pf 5.943 2 8-6 56.109 70'-SPe 1 8'-6 62.052 4E(17'-7), BFP(-5.878), S 136-9 Pv 250.00 Hose Allowance At Source 1 360.03 Route ..... AO 1.0870 19.50 6.74 120 0.104423 5-0 Pf 1.143 204 9-0 19.50 4.9 15.838 Sprinkler, 5-11% Pe 233 9-0 16.980 1(5-111/2) 10-11% Pv . ..... Route 3 ..... DR 1.0870 23.41 6.09 120 0.146432 4-6 Pf 1.877 203 8-6 23.41 4.9 22.827 Sprinkler, 8-4 Pe -0.217 134 9-0 24.487 E(2'-4%), P0(5-11%) 12-10 Pv FM 1.5300 24.70 4.31 120 0.030595 5-3 Pf 0.160 134 9-0 1.29 24.487 Flow (q) from Route 10 ,Pe 132 9-0 24.647 5'-3Pv BL 1.3940 24.70 5.19 150 0.031861 23'-2%Pf 1.473 132 9-0 24.647 23-0 Pe -4.119 3 18'6 22.001 2E(8'-O), Tr(1'-O), T(6'-O) 46-2% Pv BL 1.1010 7.70 2.59 150 0.011632 34-5 Pf 0.668 3 18-6 22.001 23-0 Pe 5 18-6 22.669 71r(1'-O), 2E(7'-O), 2cplg(1'-O) 57'5 Pv BL 1.1010 22.09 7.44 150 0.081762 26-4 Pf 3.298 5 18-6 24.26 22.669 Flow (q) from Route 8 14-0 Pe 7 18'-6 25,967 3cplg(1'-O), 6Tr(1'-O), C(5'-O) I 40'-4 Pv BL 1.3940 20.19 4.24 150 0.021950 9-6Pf 0.340 7 18-6 25.967 6-0 Pe 4.119 6 9-0 30.425 1(6-0) : 15-6 Pv Route ..... DR 1.0870 23.57 8.15 120 0.148275 4'-6Pf 1.900 201 8-6 23.57 4.9 23.137 Sprinkler, 8-4 Pe -0.217 137 9-0 24.821 E(2'-41/2), P0(5-111/2) 12-10 Pv Route ..... DR 1.1010 24.04 8.10 150 0.095664 4'-21/2 Pf 1.552 200 8-0 24.04 4.9 24.079 Sprinkler, 12-0 Pe -0.434 138 9-0 25,198 E(7'-O), P0(5-0) 16-2% Pv f, © M.E.P.CAD, Inc. IN AutoSPRlNK 2019 v15.1.9.0 10/30/2019 7:17:51AM Page 7 111Hydraulic Analysis Job Number: 19-0395 Reoort Descriotion: (AREA2) 5HEAD CALCOrdinary Group 1(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 I Route ..... BL 1.1010 1.89 0.64 150 0.000870 1 24'-3Pf 0.038 7 18-6 25.967 0(5-0) 19-0 1 Pe -3.167 17 25-91/2 22.837 E(7-0), 2Tr(1'-O), T(5-0) 43-3 Pv BL 1.1010 15.59 5.25 150 0.042896 . 42-11'/z'Pf 4.288 17 25'-9'/ 13.69 22.837 Flow (q) from Route 7 57-0 Pe -0.246 19 26'4% 26.879 6E(7-0), 5Tr(1'-O), 21(5-0) 99'11%Pv BL 1.1010 28.76 9.69 150 0.133247 18'-91/2 'Pf 2.504 19 26-41/2 13.18 26.879 Flow (q) from Route 11 Pe 3.413 18 18-6 32.796 18'-91/2 Pv BL 1.3940 26.76 6.05 150 0.042228 20-11 iPf 1.854 18 18-6 32.796 23'-0Pe 4.119 155 91 0 38.769 2E(8'-O), 1(6-0), Tr(1'-O) 43-11 Pv FM 1.5300 28.76 5.02 120 0.040551 } 1'-O'APf 0.445 155 9-0 38.769 9-11 Pe 0.000 11 9-0 39.214 1(9-11) 10-11%:Pv Route ..... BL 1.1010 9.87 - 3.32 150 - 0.018407 25-7 Pf 0.821 5 18-6 24.26 22.669 0(5-0), Flow (q) from Route 8 19,-0 Pe -3.167 8 25'91/2 20.323 E(7'-O), 2Tr(1'-O), 1(5-0) 44.7 BL 1.1010 13.69 4.61 150 - - 0.033750 296 Pf 2.514 8 25-91/2 3.83 20.323 Flow (q) from Route 9 450: Pe 17 25'91/2 22.837 6E(7'-O), cplg(1'-O), 21r(1'-O) 746 Pv Route ..... BL 1.3940 24.26 5.10 150 0.030811 9-6 Pf 0.662 4 9-0 26.125 1(6-0) 12-0 :Pe -4.119 5 18-6 22.669 0(6-0) 21-6 Pv Route ..... BL - 1.1010 17.00 5.73 150 0.050378 18-11 Pt 1.255 3 18-6 7.70 22.001 Flow (q) from Route 3 6-0 Pe -3.863 9 27'5 19.393 Tr(1'-O), 1(5-0) 24'11 Pv, BL - 1.1010 3.83 1.29 150 0.003191 36-01/2 Pf 0.233 9 27-5 19.393 37'-0Pe 0.697 8 25'91/2 20.323 4Tr(1'-O), 1(5-0), 4E(7-0) 73'0% Pv Route 10 ..... FM 1.5300 1.29 0.22 120 0.000130 5,-0 Pf 0.001 136 9-0 37.71 24.486 Flow (q) from Route 1 Pe 134 9-0 24.487 5'-UPv Route 11 ..... BL 1.1010 1318 4.44 150 0.031435 - 74'-91/2 Pf 7.036 9 27'-5 3.83 19.393 Flow (q) from Route 9 149-0 Pe 0.450 19 26'41/2 26.879 31(5-0), 18E(7-U), 8Tr(1'-O) 223-9% Pv lEquivalent Pipe Lengths of Valves and Fittings (0=120 only) k C Value Multiplier Actual Inside Diameter 487 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 - 1.51 , 0 M.E.P.CAD, Inc. Pj AutoSPRINK 2019 v15.1.9.0 10/30/2019 7:17:51AM Page 8 I Job Number: 19-0395 ULAIM 1 F<eporl Description: (A) nHtAU Ld\Ls.urainary uroup I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length iSummary 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 BalV Ball Valve DR Drop Discharge gpm 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-Williams 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 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 111/4' Elbow points Ee2 221/2* Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 45 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 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. AutoSPRINK 2019 051.9.0 10/30/2019 7:17:51AM Page 9 diIHydrau1ic Overview I Job Number: 19-0395 Report Description: (AREA 3) PROOF CALC Residential (1) Job Job N,rnrber Deo,gn Engineer 19-0395 JOBANNY ECHEVERRIA iobName: -- Ph— F- 6180 - C RESIDENCE Address 1 t State bodifioabordLicense Number - 6180 PASEOARBOLADO RANCHO SANTA FE, CA 92067 - Add,es,2 - -- AHJ RANCHO SANTA FE FIRE DEPT. - Address 3 Job S,telBtjlding RANCHO SANTA FE System Density Area of Appt,oedofl 0.lo0gpm/ft2 900.00ft2 (Actual 232.79ft°) - Most Demanding SPdntda, Data Hose Stream, 4.9 K-Factor 17.00 at 12.037 100.00 Cooerage Per Sprtnklcr NuntorOf Sprinklers caHulated NernerOlSproAa,soahS.lad 200.00ft2 4 0 SyMemP,s550000mand snAemeDr000m5n0 43.252 68.66 Total Demand I Pressure HeatH 168.66 @43.252 +29.639 (40.7%) Supplies Check Point Gauges Node Name Flow(oorn) Hose Flow)ppm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow)ppm) 1 Water Supply 171500 100.00 73.000 65.000 BOR 40.631 10.77 68.66 19-0745—WALNUT BEACH HOMES Water Supply at Node 1(1715.00, 0.00, 73.000, 65.000) 100- - - - - - 90- - - - - - 80- tatic Pressure 73.000 70 1 60U 8.66 C @ 50 43.252 40 with hose streams 30 ystem demand curve E E 20- 10 0- 1IU1IUWJLLLLLLLWIIJ.L W.W.LL W.LWJJ 111111111 111111111 3150 2100 2450 2800 1750 3500 Water flow, gpm ,, © M.E.P.CAD, Inc. M AutoSPRINK 2019 v15.1 .9.0 10/30/2019 7:18:26AM Page 1 181Hydraulic Summary Job Number: 19-0395 ReDort Descriotion: (AREA 3) PROOF CALC Residential (1) Job Job Numbs, Design Engineer 19-0395 - - - : JOBANNY ECHEVERRIA - I StatnCertificatioryLicaree Number Job Name: 6180-C RESIDENCE Address t 6180 PASEO ARBOLADO RANCHO SANTA FE, CA 92067 AHJ RANCHO SANTA FE FIRE DEPT. - Addtess 2 Job SltelbtAlding RANCHO SANTA FE Address 3 Dnaooing Name 19-0745—WALNUT BEACH HOMES System Remote Area(s) Most DomsrH:ng Sprinkler Data Occupancy Job Dunce 4.9 K-Factor 17.00 at 12.037 (AREA 3) PROOF CALC Residential - Hose All-At Source 100.00 -- Pressure 0.100gpmift' Atea of Application 900.00ft° (Actual 232.79ft) Additional Hose Supples - I Number Ot Sprinklers Calculated Number Of Noezies Calcldated 1 Cocerage Pat Sprinkler Node Flow(gpm) 4 0 200.00e uutoPeak Results: Pressure For Onmeto Area(a Adjacent To Most Remote Area Right: 43.252 Total Rose Streams 100.00 System Coos Demand Total Water Required Including Hose Allowance) I 68.66 168.66 Masi- Pressure Unualanco In Loops 0.000 Maermum yolocltyyboua Around 13.97 between nodes Sand 23 Maoimum Velocity UnderGround - Votumecapa000 et Awl Pipes Volume capaclly croS Pipes 638.glgal Supplies Hose Flow Static i Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) I (psi) (psi) (gpm) : (psi) (gpm) I (psi) (psi) 1 Water Supply 100.00 1 73.000 1 65:000 1715.00 72.890 168.66 I 43.252 29.639 Contractor ControctorNumbor ConlactName CorlactTV. 1 HARRY SPILMAN NamaolCOfltrdOtOr . Phone MERRIT DEVELOPMENT & CLOTFELTER CONSTRUCTIO Address t FAX uddloss 2 EmaIl Address 3 VWb-SIln , 0 M.E.P.CAD, Inc. al AutoSPRINK 2019 v15.1.9.0 10/30/2019 7:18:29AM Page 2 Job Number: 19-0395 Pnnrf rira,'rintinn (ARPA 1I PRflCF (Al r. RsidntiI (1' Water Supply at Node I 100- 80— Static Pressure 73.000 70- - 715.00 c 65.000 60 CL — 50 8.66 43.252 168.66 with hose streams 40—---- 30— S stem demand curve 20- 10- L111i1.1_J1I.1.1.LhIhhIhII 111111111 ItillIll! liii III I 1111111 11111111 I I I I I I I I I 0 p350 700 1050 1400 1750 2100 2450 2800 3150 3500 Water flow, gpm Hydraulic erapfl Water Supply at Node 1 Static Pressure 73.000 Residual Pressure 65.000 @ 1715.00 Asailabte PrassureatTrmeotlest 72.690 © 166.66 43.252 © 68.66 43252 @ 168.66 f, © M.E.PLAID, Inc. in AutoSPRINK 2019 v15.1.9.0 10/30/2019 7:18:31AM Page 3 IHydrau1ic Graph Job Number: 19-0395 Ouanr-,rf fl uar-rintrnn (AR \ PRflflF (AI ( Residential (1 BOR 100-: 90 - 80--- T -Static Pressure 73.000 ::j 15.00 =_17@65.00O CL 50 - — 8.66 t 11 16866 40.631 with hose streams 40 30- S stem demand curve 20- 10- - 111111111 11111111 111111111 IIIIIII III 11111 1111111 I 0- Ll.LLl.1II.J.I.I..I.111IIIi 0350 700 1050 1400 1750 2100 2450 2800 3150 3500 Water flow, gpm Hydrauhe Graph BOR Gtalic: Pressure N/A Residual Pressure N/A Acailable Pressure yr TIme of Tasf N/A 40.631 @68.66 SrsteiooeralirroludrrrguroealuoraroealSuurre) 40.631 @ N/A , © M.E.P.CADr Inc. M AutoSPRINK 2019 v15.1.9.0 10/30/2019 7:18:31AM Page 4 MMRISummary Of Outfiowina Devices I Job Number: 19-0395 , © M.E.P.CAD, Inc. ja AutoSPRINK 2019 v1 5.1.9.O 10/30/2019 7:18:32AM Page 5 I Job Number: 19-0395 <eport uescnptlon: yI<t\ i) rrcuur UMLk, rcesIUrlLIdI ii Node Elevation(Foot) Fittings Pressure(psi) I Discharge(gpm) - 8-6 S 43.252 68.66 300 18-0 Spr(-12.381) 12.381 17.24 301 18-0 Spr(-12.037) - 12.037 17.00 302 18-0 4Spr(-12.362) 12.362 17.23 303 18-0 j Spr(-12.304) - I 12.304 - 17.19 2 8-6 E(4'-O%) 37.275 3 18-6 19.920 4 9-0 1(6-0) 24.888 - 5 186 C(f -0) 20.422 - 6 904T(6'-0) 26.4604 f 1 18-6 C(50) 22.147 8 25-9% T(5-O),-0) 17.625 - 9 27-5 1(5-0) 16.736 - 11 9-0 T(9-11) 30.088 14 -00 BOR 40.631 15 40 - 41.946 17 25-91/2 Tr(1-0),T(5-0) 4 16.979 - - 18 18-6 24.975 19 t 26-41/2 1(5-0) --- 20.479 20 18-6 T(5-0),Tr(1-0) 4 12.896) 21 18-6 4 1(5-0) 12.826 22 186 1(5-0) 15.443 23 18-6 1(-0), Tr(1-P) 15.486 132 9-0 cplg(1-O) I - 24.638 , © M.E.P.CAD, Inc. M AutoSPRINK 2019 v15.1 .9.0 10/30/2019 7:18:33AM Page 6 0 N IHYdrau1c Analysis D Job Number: 19-0395 M Report Description: (AREA 3) PROOF CALC Residential (1) Pipe Type Diameter Flow Velocity Hwc Friction Loss Length lPressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length ISummary Upstream Total Length I =. ..... Route l DR 1.1010 117.00 5.73 150 0.050373 6-41A Pf 1.076 301 18-0 17.00 4.9 12.037 Sprinkler, 15-0 Pe -0.217 20 18'6 12.896 2E(7'-O), Tr(1-0) 21'4% Pv BL 1.1010 34.24 11.54 150 0.183986 8'-10 !Pf 1 2.547 20 18-6 17.24 12.896 Flow (q) from Route 4 5-0 Pe 22 18-6 15.443 1(5-0) 13-10 Pv BL- 1.i010 - . 7.03 . .2.37 150 0.009840 2'-4 Pf 0,043 22 18-6 15.443 2-0 Pe 23 18-6 15.486 cplg(1'-O), Tr(1-0) 4-4 Pv BL 1.1010 41.45 13.97 150 0.261969 1110 Pf 4.936 23 18-6 34.42 15.486 Flow (q) from Route 2 7-0 Pe 5 18'6 20.422 Tr(1'-O), cplg(1-0), C(5'-O) 18'10 Pv BL 1.1010 14.61 4.92 150 0.038043 26-4Pf 1.725 5 18-6 20.422 C(5'-O) 19-0 Pe 7 18'-6 22.147 3cp1g(1'-O), 61r(1-0), C(5-0) 1 454 Pv BL 1.3940 14.93 3.14 150 0.012558 9'-6Pf 0.195 7 18-6 0.33 22.147 Flow (q) from Route 6-0 Pe 4.119 6 9-0 26.460 1(6-0) 15-6 Pv FM 1.5300 50.37 8.79 120 0.114367 21'-91/2 Pf 3.628 6 91-0 - 35.44 ...... Flow (q) from Route 6 - 0.000 11 9-0 30.088 1(9-11) 31-8% Pv BL 11 1.7400 9-0 68.66 18.28 9.26 120 . 30.088 0108405 - Flow (q) from Route 10 24'-9% 36-6 Pf 6.642 Pe 3.902 14 -0-0 40.631 4E(5-10), f, CV(13-1%), BOR 61-3 Pv FR 4.0260 68.66 1.73 120 0.001823 5-0 Pf 0.009 14 -0-0 40.631 !Pe 1.305 15 4-0 41.946 5'-0 Pv CM 4.3160 68.66 1.51 10 .. . 0.0199 190'-0 Pf 0.320 15 4-0 41.946 56-1%Pe -4.990 2 8-6 37.275 1(28-1), 2E(14-0%) 246'-1%Pv QM 6.3570 .68.66 69 120 . - 000017 66-4 Pf 5.976 2 8-6 37.275 70-5'Pe 1 8-6 43.252 4E(17-7), BFP(-5.949), S 136-9 Pv 100.00 Hose Allowance At Source 1 168.66 Route ..... DR 1.1010 17.19 5.79 150 0051407 J Z-41/2 Pf 0.739 303 18-0 17.19 4.9 12.304 Sprinkler, 12'-0 Pe -0.217 21 18'-6 12.826 E(7-0), T(50) I 14'-41/2 Pv BL 1.1010 34.42 110 150 - 0.185725 9-4Pf 2.660 21 18-6 17.23 12.826 Flow (q) from Route 3 5-0 Pe 23 18-6 15.486 1(5-0) 14-4 Pv Route 3 DR 1.1010 - 17.23 5.81 150 0.051631 . V-2 Pf 0.681 302 18-0 17.23 4.9 12.362 Sprinkler, 12'-0 Pe -0.217 21 18-6 12.826 E(7-0), 1(5-0) 13-2Pv Route ..... DR 1.1010 . 17.24 5.81 150 0.051704 22 Pf 0.732 300 18-0 17.24 4.9 12.381 Sprinkler, 12-0 IPe -0.217 20 18-6 12.896 E(7'-O), 1(5-0) 142 Pv =...... Route 5 ..... BL 1.1010 0.33 0.11 150 0.000033 243lPf 0.001 17 25-91/2 9.87 18.979 1(5-0), Flow (q) from Route 7 19-0 Pe 3.167 7 18'6 22.147 21r(1-0), E(7'-O), C(5-0) 43-3 Pv = Route 6 BL 1.940 20.43 4.29 150 0.022428 9-6 Pf 0.348 5 18-6 14.61 20.422 Flow (q) from Route 1 6-0 Pe 4.119 4 9-0 24.888 1(6-0) 15-6 ;Pv FM 1.5300 35.44 6.18 120 0.059682 26-4 Pf 1.572 4 9-0 15.01 24.888 Flow (q) from Route 8 Pe 0.000 6 9-0 26.460 26'-4 Pv Route ..... BL 1.1010 6.41 2.16 150 . 0.008295 26-7 Pf 0.370 5 18-6 20.422 0(5-0) 19-0 Pe -3.167 8 25'91/2 17.625 E(7-0), 21r(1'-O), 1(5-0) 44-7 Pv , 0 M.E.P.CAD, Inc. MAutoSPRINK 2019 05.1.9.0 10/30/2019 7:18:35AM Page 7 iIHyduIic Analysis Job Number: 19-0395 Reoort Descriotion: (AREA 3) PROOF CALC Residential (1) Pipe Type Diameter Flow velocity HUC Frtion Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Isummary Upstream Total Length BL 1.1010 9.87 3.32 15.0 - 0.018411 29'-6'Pf 1.353 6 25-91/2 3.45 17.625 Flow (q) from Route 9 44-0 Pe 17 25'91/2 18.979 6E(7'-O), cplg(1-0), Tr(1-0) 73-6 Pv Route BL 1.3940 - 15.01 3.16 150 0.012685 23-2% Pf 0.599 3 132 18-6 9-0 27.21 19.920 24.638 Flow (q) from Route 11 2E(8'-O), T(6-0), Tr(1-0), cplg(1 24-0 472% Pe Pv 4.119 -0) FM 15300 ....i. 2.62 1..0.012181 20-7Pf 0.251 132 9-0 24.638 Pe -0.000 4 9-0 24.888 20-7 Pv Route BL - . 1.1010 122Q .4.11 0.027249 18-11 jPf 0.679 3 18-6 27.21 19.920 Flow (q) from Route 11 6-0 1 Pe -3.863 9 275 16.736 Tr(1-0), 1(5-0) 2411 Pv .....1.1010 3.45 1.1 1Q 0.002642 36'-01/2 Pf 0.193 9 27-5 16.736 3T-0 Pe 0.697 8 2591/2 17.625 4Tr(1-0), T(5-0), 4E(7-0) 73'-0% Pv = Route lO BL 1.1010 - 16.28 6.16 150 0.05767 18'-91/2 Pf 1.083 19 26-4% 9.54 +8.74 20.479 Flow (q) from Route 12 and 13 Pe 3.413 18 18-6 24.975 18-9% Pv BL 394Q 18.28 3.84 150 0.018263 . 2011 Pf 0.802 18 186 24.975 2T - 0 Pe 4311 Pv 4.119 155 91 0 29.896 2E(8-0), T(6-0), Tr(1-0) FM 1.5300 18.28 .3.19 120 0.017538 V-0% Pf 0.192 155 9-0 29.896 9-11 Pe 0.000 11 9-0 30.088 T(911) 1011% Pv Route 11 BL - 1.1010 27.21 9.17 150 0.120251 2021/2 Pf 4.477 22 18-6 7.03 15.443 Flow (q) from Route 1 17-0 Pe 3 186 19.920 3Tr(1-0), 2E(7-0) 37'-21/2 Pv Route 12 ______________________ BL 1.1010 9.54 3.22 15Q - 0.017304 f 42-11%P1 1.747 17 25-9% 9.87 18.979 Tr(1-0), Flow (q) from Route 7 I 58-0 Pe -0.246 19 26-4% 20.479 6E(7-0), 5Tr(1'-O), 2T(5-0) 100--111/2 PV Route 13 BL 1.1010 8.74 2.95 150 0.014715 74-91/2 Pf 3.293 - 9 27-5 3.45 16.736 Flow (q)from Route 9 149-0 1 Pe 0.450 19 2641/2 20.479 31(5-0), 18E(7-0), 8Tr(1-0) 223'-91/. Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor Multi-plying Factor 0.713 - 1.16 1.33 1.1 , © M.E.P.CAD, Inc. M AutoSPRINK 2019 v15.1.9.0 10/30/2019 7:18:35AM Page 8 IIHvdrauIic Analysis I Job Number: 19-0395 - -ommmmmmomommm~ Report Description: (AKEA3) FKOUb UALt. i(esiaentiaI (1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length iPressure 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 BalV Ball Valve DR Drop Discharge gpm 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 DelV Deluge Valve SP Sprig Pt Total pressure at a point in a pipe DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 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 221/2' Elbow Pv Velocity pressure at a point in a pipe f Flow Device Id 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 GIoV 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.PSCAD, Inc. ffjAutoSPRINK 2019 v15.l .9.0 10/30/2019 7:1 8:35AM Page 9 IN Hydraulic Summary Job Number: 19-0745 ReDort DescriDtion: Residential (1 Job Job Number I Design Engineer 19-0745 JOBANNY ECHEVERRIA Job Name: WALNUT BEACH HOMES Slate carSxcatrerulteerrse Number Address 1 362 WALNUT STREET, CARLSBAD, CA 92008 AHJ CARLSBAD FIRE DEPT. Address 2 JOb Siteteualdirta CAR LSBAD,CA Address3 - - DraatngName 19-0745—WALNUT BEACH HOMES_EDUARDO.cad System Remote Area(s) Most Demanding Sprinkle, Date Occupancy Job Suffix 4.9 K-Factor 13.00 at 7.039 I Residential 13-R SYSTEM PLAN TYPE B r HosotdlowanoeAtSouree 100.00 prescore 0.0509pm11t2 coca O:appcoation 900.0Oft2 (Actual 524.65ft2) AddItIonal Hose Supplies - - Number Or Sprinklers Celcbetnd Number 01 Nozzles CaicLyated couerage Per Sprinkler - Node Flow(gpm) 4 0 256.00ft2 AutoPeatr Recoils: Pressure For Renrote Naz(s) Adjacent To Most Remote Atea Left: 58.637 Right: 59.802 Total Hose Streams 100.00 - System Floor Demand 1 Total Water Required (Including Hose Allowance) 53.34 153.34 Maoimum PresSure Artaterxce In loops 0.000 Meolmum VoloultyAboce Ground 17.97 between nodes 62 and 207 Maximum V&oortp Under Ground Volume capacity of Wet PIpes Volume capacIty et Dty Pipes - 602. 32ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) 1 Water Supply 100.00 73.000 65.000 : 1715.00 . 72.908 153.34 58.504 14.404 Contractor Contreoror Nunter 50 CoSact Name JOEY : Contact Title N-1 01 RINCON HOMES Phenre EetRnsien Address r 3005 S. EL CAMINO REAL, SAN CLEMENTE, CA 92672 Ad dress 2 Addreos a FAX E-rrrall VdeS-SPe , ©M.E.P.CAD, Inc. M AutoSPRlNK 2019 v15.1.9.0 10/11/2019 2:09:33PM Page 1 NO IHydrauIic Graph :1 Job Number: 19-0745 Pn,e.t fl,nntinn' 041nfiI I1\ Water Supply at Node I 100 —: 90 80— :Static Pressure 73.000 70— Th 1710065.000 60— 53.3458.5O4 153.34 with hose streams CL stem demand curve 30- - 20--- 1 0- 0 LIILLI.L .I.L.J.I.IJ..L.L Illitill IlIltIll 111111111 1111111 I I I I I I I I I I I I I I I I I I I I I I I 9350 700 1050 1400 1750 2100 2450 2800 3150 3500 Water flow, gpm ttydrauhcG,aph Water Supply at Node 1 73.000 ResidvI: Pressure 65.000 @ 1715.00 Available Pressure at lime at Test 72.906 © 153.34 StsAr, bemarA 58.504 @ 53.34 Stst.mO.rrrd llrAuAra Has. 0500rarrar 01 SOrrel 58.504 @ 153.34 , © M.E.P.CAD, Inc. ELI AutoSPRINK 2019 v15.1.9.0 10/11/2019 2:09:34PM Page 2 OR I Hydraulic Graph L) Job Number: 19-0745 Prenrt flra.rinfi,,n dntiraI dl' BOR 100-: 90- 80- -Static Pressure 73.000 70- - 500@65.000 60-— .00 @ 56.064 100.00 with hose streams CL a. 40--- 5, fstem demand curve 30- 10- HIM 111 L.U.L.I.I.I..I.I 1 11111111 111111111 III 1 III 1 I 0 1 II 1 11111 I I I I I I I I 1 I I I L-1 I I I I I I I I I I I I 9350 700 1050 1400 1750 2100 2450 2800 3150 3500 Water flow, gpm Hydraulic Graptr BOR Static: Pressure N/A Residual Pressure N/A M.R.M. Pressure at ldmc at Test N/A 56.064 @0.00 56.064 @ N/A , © M.E.P.CAD, Inc. q,% AutoSPRINK 2019 v15.1.9.0 10/11/2019 2:09:34PM Page 3 ISUmmrY_9f Outfiowing Devices I Job Number: 19-0745 report Liescrlpllon: mesiaenuai Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) i (psi) Sprinkler 1209 13.46 13.00 4.9 7.551 Sprinkler 1210 13.77 13.00 4.9 7.900 Sprinkler 1235 13.10 13.00 4.9 7.150 c Sprinkler 1236 13.00 13.00 4.9 7.039 c' Most Demanding Sprinkler Data f, © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 10/11/2019 2:09:36PM Page 4 111 Node Analysis I Job Number: 19-0745 Report Description: Residential (1) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 8-6 S 58.504 53.34 1209 18'6 1 Spr(-7.551) 7.551 13.46 1210 18-6 Spr(-7.900) 7.900 13.77 11 1235 18-6 Spr(-7.150) 7150 : 13.10 1236 186 Spr(-7.039) 7.039 j 13.00 2 8-6 E(14'-01/2) 52.519 61 4-0 57.317 62 1-0 J cplg(1'-O) 55.573 197 9-0 T(5'-O), Tr(V-0) 16.429 207 9-0 T(5'-O), Tr(1'-O) 18.963 249 19-0 1 1(5-0) 8.971 252 19-0 T(5'-O), Tr(1'-O) 8.987 253 19-0 T(5'-O) 10.163 256 19-0 T(5'-O) 10.358 344 19-0 T(5'-O), Tr(1'-O) 8.029 347 19-0 T(5'-O), Tr(1'-0) 7.514 368 19-0 T(5'-O) 7.460 417 19'-0 Tr(1'-0),C(5'-0) - 3, 418 19-0 1(5-0), Tr(1'-O) 7.261 524 28-71/2 1(5-0), Tr(1'-O) 3.651 . 603 29-0 T(5'-O) 3.269 , © M.E.P.CAD, Inc. fj AutoSPRINK 2019 v15.1.9.0 10/11/2019 2:09:37PM Page IHydraulic Analysis Job Number: 19-0745 Report Description: Residential (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 - Routel ..... DR 1.1010 13.00 4.38 150 0.030666 Z-3% Pf 0.439 1236 18-6 13.00 4.9 7.039 Sprinkler, 12'-0 Pe -0.217 418 19-0 7.261 E(7'-O), T(5.0) 14-3% Pv BL - 1.1010 16.07 5.42 150 0.045409 48'-21/2 Pf 3.098 418 19-0 3.07 7.261 Flow (q) from Route 2 20-0 .Pe 256 19-0 10.358 5Tr(1-0), C(5-0), 2T(5-0) 68'2'/ Pv BL 1.1010 22.92 7.72 150 0.087523 28'-91/2 Pf 4.270 256 19-0 6.84 10.358 Flow (q) from Route 9 20-0 .Pe 4.335 207 90 18.963 2E(7'-O), Tr(1'-0), 1(5-0) 48-9% Pv BL 1.1010 53.34 17.97 150 0.417735 40'-4 Pf 33.141 207 9-0 30.42 18.963 Flow (q) from Route 3 39-0 Pe 3.468 62 10 55.573 1(5-0), 5Tr(1'-O), 4E(7-0), 2f, 794 ipv CV, cplg(1-O) FR 4.0260 53.34 . 1.34 120 . 0.001143 6-0, Pf 0.006 62 1-0 55.573 'Pe 1.739 61 -3-0 57.317 5-0 Pv CM 4.3160 53,34 1.17 120 0.000814 180'-0 Pf 0.192 61 -3-0 57.317 56-1%Pe -4.990 2 8-6 52.519 T(28-1), 2E(14'-01/2) 236-1%'Pv CM 6.3570 53.34 0.54 120 0.000124 66-4 Pt 5.985 2 8-6 52.519 : 70'-5Pe 1 8-6 58.504 4E(17'-7), BFP(-5.968), 5 136-9 Pv 100.00 Hose Allowance At Source 1 153.34 =. ..... Route 2 ..... DR 1.1010 13.10 4.42 150 0.031116 Z-31/2 Pf 0.290 1235 18-6 13.10 4.9 7.150 Sprinkler, 7-O Pe -0,217 417 19-0 7.223 E(7-0) 9-3% Pv BL 1.1010 3.07 1.04 150 0.002127 . 1V-8 Pt 0.038 417 19-0 7.223 C(5-0) 6-0 Pe 418 190 7.261 Tr(1-0) 17-8 Pv Route ..... DR 1.1010 13.46 4.54 150 0.032723 0-6 Pf 0.180 1209 18-6 13,46 4.9 7.551 Sprinkler, ' 5'-0, Pe -0.217 347 19-0 7.514 T(5-0) ' 5-6 Pv DL 1.1010 18.12 6.11 150 0.056704 14'-81/2 Pf 1.458 347 19-0 4.66 7.514 Flow (q) from Route 5 11-0 :Pe 249 191 0 8.971 Tr(1-0) 2T(5-O) 25-81/2 Pv BL . 1.1010 16.16 5.45 150 0.045875 44-01/2 Pt 3.122 249 19-0 8.971 24-0 Pe 4.335 197 90 16.429 2E(7-0), 5Tr(1'-O), 1(5-0) 68-0%Pv BL 1.1010 30.42 10.25 150 0.147841 13-11/2 Pf 2.534 197 9-0 14.26 16.429 Flow (q) from Route I 4'-0 Pe 207 9-0 18.963 4Tr(1-0) 171%Pv - Route 4 ..... DR 1.1010 13.77 4.64 150 0.034121 2-2 Pf 0.346 1210 18-6 13.77 4.9 7.900 Sprinkler, 6-0 Pe -0.217 344 190 8.029 E(7-0), Tr(1-0) 102 :Pv DL 1.1010 19.14 6.45 150 0.062743 10-3 Pf 0.958 344 19-0 5.37 6.029 Flow (q) from Route 6 5-0 Pe 252 19-0 8.987 T(5'-O) 15-3 Pv BL 1.1010 21.10 7.11 150 0,075153 , 10-8 Pf 1.176 252 19-0 1.96 8.987 Flow (q) from Route 8 1 5-0 Pe 253 19-0 10.163 1(5-0) 15-8 'Pv BL 1.1010 14.26 4,81 150 0.036396 33-01/2 Pf 1.931 253 19-0 10.163 20'-0 Pe 4.335 197 9-0 16.429 Tr(1 -0) 2E(7-0), T(5-0) 53-0% Pv =. ..... Route 5 ..... BL 1.1010 10.03 3.38 150 0.018978 6-51/2 Pf 0.237 417 19-0 7.223 Tr(1-0) 6-0Pe 368 19-0 7.460 1(5-0) 12-5% Pv BL 1.1010 4.66 1.57 150 0.004594 4-81/2 Pt 0.054 368 19-0 7.460 1(5-0) , 7-0 Pe 347 190 7.514 2Tr(1-0) 118% ,Pv Route ..... , © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 10/11/2019 2:09:38PM Page 6 Friction loss Pn Fittings 0.005976 Flow (q) from Route 5 E(7-0), cplg(1-0), T(5-0) 0.002769 6Tr(1-0), T(5-0), 5E(7-0) 0.005976 Flow (q) from Route 7 Tr(1-0), 2T(5-0), cplg(1-0), E(7 )UIL L)scrIpLIur1. Mebluernial Length Pressure Eq. Length ISummary Total Length 12-5Pf 0.152 13'-0, Pe -4.343 25-5 1 Pv 28-3Pf 0.206 46'-O; Pe 0.177 74-3 Pv 16-6Pf 0.212 19-0 Pe 4.166 35-6 Pv IIHydrau1ic Analysis Pipe Type Diameter Flow Velocity HWC Downstream Elevation Discharge K-Factor Pt Upstream BL 1.1010 5.37 1.81 150 368 19-0 4.66 7.460 603 29-0 3.269 BL 1.1010 3.54 1.19 150 603 29-0 3.269 524 28-71/2 3.651 BL 1.1010 5.37 1.81 150 524 28-7% 1.83 3.651 344 19-0 8.029 Route ..... BL 1.1010 1.83 0.62 150 603 29-0 3.54 3.269 524 28-71/2 3.651 Route ..... BL 1.1010 1.96 0.66 150 249 19-0 8.971 252 19-0 8.987 Route ..... BL 1.1010 6.84 2.31 150 253 19-0 10.163 256 19-0 10.358 Equivalent Pipe Lengths of Valves and Fittings (C120 only) Actual Inside Diameter 4.87 ( ) = Factor Schedule 40 Steel Pipe Inside Diameter Job Number: 19-0745 0.000813 94-10Pf 0.206 Flow (q) from Route 6 158-0 Pe 0.177 51(5-0), 141r(1-0), 17E(7-0) 25210 Pv 0.000927 8-101/2 Pf 0.016 T(5-0) 8-0 Pe 3Tr(1-0) 1610% Pv 0.009355 8-101/2 Pf 0.195 1(5-0) 12'-0 Pe 21r(1'-0), 1(5-0) 20'10%Pv C Value Multiplier Value OfC 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 © M.E.P.CAD, Inc. CA AutoSPRINK 2019 05.1.9.0 10/11/2019 2:09:38PM Page 7 IHydraulic Analysis Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K-Factor Pt Pn Fittings 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 SF Riser Nipple Sprig Pt Total pressure at a point in a pipe ST Stand Pipe Pn Normal pressure at a point in a pipe UG Underground Pf Pe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Job Number: 19-0745 Report Description: Residential (1) Length Pressure Eq. Length 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 90 cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90 Elbow EE 45 Elbow Eel 11W Elbow Ee2 221W Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE go FireLock(TM) Elbow fEE 45 FireLock(TM) Elbow fig Flange FN Floating Node IT FireLock(TM) Tee g Gauge GIoV 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 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. njAutoSPRINK 2019 v15.l .9.0 10/11/2019 2:09:38PM Page 8 1Ic'iec'c Point Gauge Data I Job Number: 19-0745 Report Description: Residential (1) Gauge 1 Pressure(psi) K-Factor(K) Flow(gpm) Inlet Static Pressure(psi) Elevation(Foot) BOR 56.064 0 0.00 70.685 -0-0 , © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 10/11/2019 2:09:39PM Page 9 101Hydraulic Summary Job Number: 19-0745 Renort Descriotion' Residential (1) Job Job Number : Design Engineer 19-0745 JOBANNY ECHEVERRIA Job Name: WALNUT BEACH HOMES State Carflruatioruticense Number Mamas r 362 WALNUT STREET, CARLSBAD, CA 92006 AnJ CARLSBAD FIRE DEPT. Address 2 Job Sito/BlitdirR CARLSBAD, CA Address 3 Drarolng Name 19-0745—WALNUT BEACH HOMES_EDUARDO.cad System Remote Area(s) Most Demanding Sprinider Data Occupancy Job Sufflo 4.9 K-Factor 13.00 at 7.039 Residential 13-R SYSTEM PLAN TYPE C Hobo yilcecenceAt Source Pressute t Area of Application 100.00 0.050gpm/ft2 900.00W (Actual 524.65W) Adduerral Ooee Supplies ' Number Of Sprinklers Calctiated Number Of Nozzles Celosared : Coaeraae Per Sprinider Node Flow(ppm) 4 0 - 256.00ft ArftoPeak Reoults Pressure Ear Remote Area(s) Adjacero To Most Remote Area Right: 68.156 Total Hose Streams 100.00 5pm Flo. All Dom cdl ud a no I 58.75 158.75 I no I Loop. 0.000 MetimumVeloccyAbcua Ground / 19.60 between nodes 44 and 186 MaoimumValcAry Under Ground Volume capacity ctuwt Pipes Volume capacity of Dry Pipos 602. 32ga1 Supplies Hose Flow Static ' Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 100.00 73.000 65.000 1715.00 72.902 158.75 70.661 2.241 Contractor Contracrcr Number 50 contaci Name JOEY i Coniect Tile Name of Contractor. Phony Estension RINCON HOMES Ad dress 1 3005 S. EL CAMINO REAL, SAN CLEMENTE, CA 92672 Address 2 Ad Areas 3 i FAX E-mail )°leb'Silee , © M.E.P.CAD, Inc. qj AutoSPRlNK 2019 v15.1.9.0 10/11/2019 2:13:16PM Page 1 111 Hydraul1c Graph L) Job Number: 19-0745 Prsrrf flc,rintinn P uantiI I II Water Supply at Node I 100- 90 80— Static Pressure 73.000 70-11158.75 with hose streams .757061 715.00 t 65.000 60— U, 50 40 stem demand curve 30- 20--- to- LIJ.LLI t.t.L.l.IJ.l 11111111 IlItilill I 111111111 1111111 0 I I I I I I I I I I I I I I I I I I I I I I I I 50 700 1050 1400 1750 2100 2450 2800 3150 3500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static. Pressure 73.000 Residual: Pressure 65.000 @ 1715.00 Available Pressure at rime 51 T- 72.902 @ 158.75 70.661 @ 58.75 Sy5ie Derrard llrckaters Hsse *Mvsv.rete at Scravel 70.661 @ 158.75 , © M.E.P.CAD, Inc. Ej AutoSPRINK 2019 v15.1 .9.0 10/11/2019 2:13:18PM Page 2 1201Hydraulic Graph Job Number: 19-0745 Puannrt fluarintitcn PauiduanRiidI /11 BOR 100— 90— 80--- Static Pressure 73.000 70 3.00(68 295 100.00 with hose streams 15.00 @ 65.000 CL 40 stem demand curve 30- 20— 10— 0— liLLlJt.t.1.J..I.l.LJlllIIIIII IllIllIll IIIIIIII 111111111 111111111 111111111 111111111 %50 700 1050 1400 1750 2100 2450 2800 3150 3500 Water flow, gpm flyd,auhcG,aph BOR Static. Pcessu,O N/A Residual: Pressure N/A Aaa:lable P—,— at llrrra ci Test NIA Sy5ter Der5rid 68.295 @ 0.00 Ststsrr Serrr.d ttrekdcg Hcca &e*,rc. Ct Scat 68.295 @ N/A © M.E.P.CAO, Inc. 0 AutoSPRINK 2019 v15.1.9.0 10/11/2019 2:13:18PM Page 3 ISummary Of Outfiowing Devices Job Number: 19-0745 , © M.E.P.CAD, Inc. ja AutoSPRINK 2019 05.1.9.0 10/11/2019 2:13:19PM Page 4 NI Node Analysis Job Number: 19-0745 Report Description: Residential (1) Node Elevation(Foot) . Fittings Pressure(psi) Discharge(gpm) 1 8-6 S 1 70.661 58.75 1221 18-6 Spr(-12.189) 12.189 17.11 1222 18-6 Spr(-9.426) 9.426 - 15.04 1245 18-6 Spr(-7.039) - 7.039 13.00 1246 18-6 Spr(-7.706) 7.706 13.60 2 8-6 E(14-0½) 64.679 43 4-0 69.518 44 1-0 cplg(1-0) 67.773 186 9-0 T(5-0), Tr(1-0) 23.938 288 19-0 T(50) 12.325 360 19-0 1(5-0) 12.192 367 19-0 4 T(5'-O), Tr(1-0) 12.253 369 19-0 1(5-0), Tr(1'-O) 9.431 413 19-0 T(5-0) 9.1.57 438 19-0 C(5-0), Tr(1-0) 7.833 550 28-7½ 1(5-0) 7.017 594 29-0 T(5-0) 5.838 . © M.E.P.CAD, Inc. Al AutoSPRINK 2019 v15.1 .9.0 10/11/2019 2:1 3:20PM Page 5 I Hydraulic Analysis Job Number: 19-0745 Report Description: Residential (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 Route ..... FM 1.1010 13.00 4.38 150 0.030666 13'-111/2 Pf 1.011 1245 18-6 13.00 4.9 7.039 Sprinkler, 19,-U :Pe -0.217 438 19-0 7.833 2E(7'-U), C(5'-U) 32-11% Pv BL 1.1010 26.60 8.96 150 0.115337 6'-6:Pf 1.325 438 191-0 13.60 7.833 Flow (q) from Route 2 5-0 Pe 413 191-0 9.157 1(5-U) 11-6 Pv BL 1.1010 11.21 3.78 150 0.023319 4'-81/2 Pf 0.273 413 191-0 9.157 1(5-U) 7-U Pe 369 191 0 9.431 21r(1'-U) 11'-8%1Pv BL 1.1010 26.26 8.85 150 0.112569 - 14'-8% Pf 2.894 369 19-0 15.04 9.431 Flow (q) from Route 3 11,-0 Pe 288 191-0 12.325 Tr(1'-U), 2T(5'-U) 25'-8%Pv BL 1.1010 30.57 10.30 150 0.149186 28'-9WPf 7.278 288 19-0 4.32 12.325 Flow (q) from Route 7 20-0 Pe 4.335 186 91 0 23.938 2E(7'-U), Tr(1'-U), T(5'-U) 48-9% ,Pv BL 11010 58.75 19.80 150 0.499560 40'-9% Pf 40.367 186 91-0 28.18 23.938 Flow (q) from Route 4 40-0 Pe 3.468 44 11-0 67.773 T(5'-U), 6Tr(1'-U), 4E(7'-U), f, CV, 80'9% Pv cplg(1'-U) FR - 4.0260 58.75 1.48 120 0.001367 5-0 Pf 0.007 44 11-0 67.773 Pe 1.739 43 4-0 69.518 5-0 Pv CM - 4.3160 58.75 1.29 120 0,000974 99-0 Pf 0.151 43 4-0 69.518 . 561%rPe -4.990 2 8-6 64.679 1(28-1), 2E(14'-01/2) 155-1% Pv CM 6.3570 58.75 0.59 120 0.000148 , 66'-4 Pf 5.982 2 8-6 64.679 L 70'-5 Pe 1 8-6 70.661 4E(17'-7), BFP(-5.962), S 136-9 Pv 100.00 Hose Allowance At Source 1 158.75 I -. Route 2 ..... FM 1.1010 13.60 4.58 150 0.033347 , 2-3% Pf 0.343 1246 18-6 13.60 4.9 7.706 Sprinkler, 8-0 Pe -0.217 438 191 0 7.833 E(7'-U), Tr(1'-U) , 10'3%.Pv Route ..... FM 1.1010 15.04 5.07 150 0.040179 0'-6Pf 0.221 1222 18-6 15.04 4.9 9.426 Sprinkler, 5-0 Pe -0.217 369 191-0 9.431 1(5-U) 5'-6 Pv =. ..... Route 4 ..... FM 1.1010 17.11 5.77 150 0.050964 0-6 'Pf 0.280 1221 18-6 17.11 4.9 12.189 Sprinkler, 5-0,Pe -0.217 367 191-0 12.253 1(5-U) 5'-6 Pv BL 1.1010 28.16 9.50 150 0.128323 34'-3% Pf 7.349 367 191-0 11.07 12.253 Flow (q) from Route 5 23-U Pe 4.335 186 9-0 23.938 2E(7'-U), 1(5-U), 41r(1-U) 57'-3/2, Pv =. ..... Route 5 ..... BL 1.1010 15.39 5.19 150 0.041911 12-5 Pt 1.023 413 19-0 11.21 9.157 Flow (q) from Route 1 12-0 1, Pe -4.343 594 29-0 5.838 E(7'-U), T(5'-U) 24'-5 jPv BL 1.1010 7.82 2.64 150 0.011978 , 32-8 P1 1.002 594 29-0 5.838 51-0 Pe 0.177 550 28'71/2 7.017 6Tr(1'-U), 2T(5'-U), 5E(7'-U) 83'8 Pv BL 1.1010 15.39 5.19 150 0.041911 12-1 P1 1.010 550 28-7% 7.57 7.017 Flow (q) from Route 6 12-0 Pe 4.166 360 191-0 12.192 E(7'-U), 1(5-U) 24-1 :Pv BL 1.1010 11.07 3.73 150 0.022795 : 1-8 P1 0.061 360 19-0 12.192 1,-0 Pe 367 191 0 12.253 1r(1'-U) 2'8 Pv - .Route 6 ..... BL 1.1010 7.57 2.55 150 0.011278 , 38-10 Pf 1.002 594 29-0 7.82 5.838 Flow (q) from Route 5 50-0 Pe 0.177 550 28'71/2 7.017 2T(5'-U), 5Tr(1'-U), 5E(7'-U) 88-10 !Pv Route ..... BL 1.1010 4.32 1.45 150 0.003990 19-1% Pf 0.132 360 19-0 11.07 12.192 Flow (q) from Route 14-0 Pe 288 191 0 12.325 E(7'-U), 2Tr(1'-U), 1(5-U) 33'-l% Pv , © M.E.P.CAD, Inc. UjAutoSPRINK 2019 05.1.9.0 10/11/2019 2:1 3:21 PM Page 6 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 I RN Riser Nipple SP Sprig ST Stand Pipe UG Underground IHydrauIic Analysis Job Number: 19-0745 rceport uescrlpuon: rcesiaenuai ti) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Equivalent Pipe Lengths of Valves and Fittings (C=120 Only) k C Value Multiplier Actual Inside Diameter 487 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backft ow 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 221/2' Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 45 FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve CV 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 900 Ti Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. MAutoSPRINK 2019 v15.l .9.0 10/11/2019 2:13:21 PM Page 7 IS Icheck Point Gauge Data Job Number: 19-0745 I Report Description Residential (1) Gauge Pressure(psi) K-Factor(K) Flow(gpm) Inlet Static Pressure(psi) Elevation(Foot) BOR 68.295 0 0.00 70.685 -0-0 , © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1 .9.0 10/11/2019 2:13:23PM Page 8 MODEL 1011 MODEL 10111 TESTAN DRAIN® ®4> MODEL 7000 (UL LISTED/FM APPROVED) PRESSURE RELIEF VALVE FACTORY SET AT 175 PSI WITH OTHER SETTINGS AVAILABLE. MODEL 7500 (UL LISTED/FM APPROVED) PRESSURE GAUGE AND THE MODEL 76001/4" 3-WAY GLOBE VALVE This Valve is Shipped in a Semi-Assembled State With the Relief Valve Port and Drainage Port Plugged. DO NOT INSTALL THE MODEL 7000 RELIEF VALVE OR ANY DRAINAGE PIPING BEFORE THE SYSTEM PRESSURE TEST. We Recommend Teflon Tape or Similar Sealant on all Threaded Connections. Step by Step Installation of Model 1011 and Model 101 IT After the Model 1011/10111 TESTANDRAIN Valve is Installed, Please Tighten the End Adapter Plug. Perform System Pressure Test. Shut Off the Floor Control Valve and Depressurize System. Model 1011 T- Loosely Assemble 1/2" x 11/2" Nipple, 1/2" x 1/2" x 1/4" Tee and Model 7000 Pressure Relief Valve. Model 1011 T- Loosely Assemble 1/4" x 1" Nipple, Model 7600 3-Way Valve, 1/4" Plug and Model 7500 Pressure Gauge. Turn the Model 1011/10111 Handle to the "DRAIN" Position. Remove the 1/2" End Adapter Plug. For Model 1011 Install/ Tighten Model 7000 Pressure Relief Valve. For Model 10111 Install/Tighten 1/2" X 11/2" Nipple, 1/2" x 1/2" x 1/4" Tee and Model 7000 Pessure Relief Valve. B. Model 1011 T- Once Previous Stage is Tight, Install/Tighten 1/2" x 1" Nipple, Model 7600 3-Way Valve, 1/4" Plug, Model 7500 Pressure Gauge. P. Turn the Handle on the Model 1011/101 IT to the "OFF" Position. Remove RED Plug from Bypass Drain Hole Under Valve Body. Install 1/2" x Barb Elbows- One in Bypass Drain Hole and One in Outlet of Model 7000. Install Nylobraid Tube With Clamps Between Barb Elbows. Squeeze Clamps With Plyers to Seal. Check for Leaks by Flushing Model 7000, Open Model 7600 3-Way Valve o'°" New to Read System Pressure. % MATERIAL LIST PART: MATERIAL: HANDLE STEEL STEM ROD BRASS BALL C.P BRONZE BODY BRONZE VALVE SEAT IMPREGNATED TEFLON INDICATOR PLATE STEEL RELIEF VALVE BRONZE BYPASS FITTINGS BRASS BYPASS TUBING NYLOBRAID DIMENSION- INCHES ORIFICE SIZES AVAILABLE-3/8", /16", l/", 17/32ll, ELO(5/8", ESFR(3/4" OVERALL LENGTH 1011 101 IT 1011 lOuT SIZE 1011 lOuT B C D E F F G H H 3/ " 7 /i" 10 1/4!! 1 1/2" 2 1l6" 354' 334' 1 13116" 834' 4 /i" 63l8' 13 /8" 4 189 MM 256 mm 38 mm 55 MM 91 mm 84 mm 45 mm 119mm 114 mm 159 mm 334 mm 1" 7 'i" 10 1/1' 1 1/2" 2 3/0 35l8' 33l8' 1 13," 834' 4 iio" 634' 13 /8" 189 MM 256 mm 38 mm 55 mm 91 mm 84 mm 45 mm 119 mm 114mm 159 mm 334mm 1 1/4" 7 l5/" 10 1/2" 1 /8" 2 /1o" 4 1/4" 3 /8" 1 15/io" 9" 5 /o" 7 1/2!! 14 1/2" 98 mm 263 mm 1 41 mm 64 mm 106 mm--- 91 mm 1 48 mm 1 225 mm 1 139 mm 1 188 mm 363mm 1 1/ it 8 15/16" 11 1/2" 1 3/41' 3 1/4" 5 110 3 i8" 254' 1 9 11/1611 8 1/4" 1 10 18" 17 i8" 2 223 mm 28 44mm 81 mm 127 mm 97 mm 66 mm 242 MM 206 mm 272 mm 1 447 mm 2" 81541 11 1/2" 1 3/4" 1 3 1/4'! 5 1/16" 3 /8" 25/8" 1 9 11/u" J 8 1/4" 107/81, 17 T18- 223 MM 288 mm 44 mm 81 MM 127 mm 97 mm 66 mm 242mm 206 mm 272 mm 447 mm All Metric Measurements Rounded to the Nearest Whole Number. Available on All 11/4" to 2" Size Units Only. I USA PATENT AND OTHER AGF MANUFACTURING INC. I PATENTS PENDING 100 Quaker Lane, Malvern, PA 19355 USA 2'ELO/ESFRISUL LISTED & Telephone: (610) 240-4900 Fax: (610) 240-4906 I 1M APPROVED. I'/' ELO/ESFR IS UL LISTED. MADE IN U.S.A. www.testandrajn.com I I ui LISTING EX4019(N) & EX4533(N) Bulletin 006 May 2019 Relimabld Model RFC Series Residential Sprinklers Flat Concealed Pendent cULus Listed Features cULus Listed as Residential Sprinklers Push-On cover plate installation Low water flow requirements Product Description Model RFC Series residential sprinklers are flat cover plate, concealed pendent sprinklers intended for installation in accordance with NFPA 13, NFPA 13R, or NFPA 130. The sprinklers are cULus Listed as Residential Sprinklers in ac- cordance with UL 1626. In addition, Model RFCLL Series sprinklers are cULus Certified for Health Effects to NSF/ANSI standard 61 Annex G (LL) and Australian WaterMark Certified (WMCS). Model RFC30 sprinklers have a 165°F (74°C) temperature rated fusible-link operating element. Model RFC43, RFC49, RFC58, and RFC76 sprinklers are offered with either a 165°F (74°C) or 212°F (100°C) temperature rated fusible-link oper- ating element. Sprinklers with a 165°F (74°C) temperature rating are ordinary temperature classification and are listed for use with a 135°F (57°C) temperature rated cover plate. Sprinklers with a 212°F (100°C) temperature rating are inter- mediate temperature classification and are listed for use with a 165°F (74°C) temperature rated cover plate. Model RFC Series sprinklers are installed with a Model RFC cover plate. Model RFC cover plates may be installed by ei- ther pushing or threading the cover plate into the sprinkler cup. Model RFC30, RFC30LL, RFC43, RFC43LL, RFC49 and RFC49LL sprinklers allow 1/2" (13 mm) of cover plate adjust- ment. Model RFC58 and RFC76 sprinklers allow 3/4" (19 mm) of cover plate adjustment. Model RFC cover plates are avail- able in a variety of finishes as listed in Table H. Model RFC30 & RFC30LL Model RFC43 & RFC43LL Model RFC49 & RFC49LL Model RFC58 Model RFC76 Model RFC Cover Plate Sprinkler Model Nominal K-Factor gpm/psu1/2 (I/mm/bar1/ 2) Max. Coverage Area ft x ft (m x m) Listings & Approvals Sprinkler Identification Number (SIN) RFC30 3.0(43) 14 x 14 (4.3 x 4.3) cULus RA0611 RFC30LL 3.0(43) 14 x 14 (4.3 x 4.3) cULus, LL, WMCS RA3211 RFC43 4.3(62) 20 x 20(6.1 x 6.1) cULus RA0612 RFC43LL 4.3(62) 20x20(6.1 x6.1) cULus, LL, WMCS RA3212 RFC49 4.9(71) 20x20(6.1 x6.1) cULus RA0616 RFC49LL 4.9(71) 20 x 20(6.1 x 6.1) cULus, LL, WMCS RA3216 RFC58 5.8(84) 20x20(6.1 x6.1) cULus RA0613 RFC76 7.6(109) 20x20(6.1 x6.1) cULus RA0618 cULus: cULus Listed to UL1626, Residential Sprinklers for Fire Protection Service. LL: cULus Certified for Health Effects to NSF/ANSI Standard 61 Annex G (Less than 0.25% Lead content). I WMCS: Australian WaterMark Certified. www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 1/2" NPT or ISO 7-1R1/2 Nominal K-Factor: 4.9 (71 metric) Max. Working Pressure: 175 psi (12 bar) Mm. Spacing: 8 ft. (2.4 m) Material Specifications Thermal Sensor: Nickel Alloy Solder Link Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing Assembly: Nickel Alloy with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sensitivity Fast-response Temperature Rating Ordinary: 165°F (74°C) sprinkler 135°F (57°C) cover plate Intermediate: 212°F (100°C) sprinkler 165°F (74°C) cover plate Cover Plate Model RFC cover plate Sprinkler Wrench Model FC (without wrench-able cap) Model W3 (with wrench-able cap) EI Bottom View Listings and Approvals Cover Plate Finishes cULus Listed to UL 1626 (See Table H) cULus Certified for Health Effects to NSF/ANSI Standard 61 Annex G (RFC49LL only) Watermark Certified (RFC49LL onlv Model RFC49 & RFC49LL Sprinkler Components and Dimensions 2-5/16° (58 mm) Threads Dia. Body Cup Tower 1-3/4' (44 mm) +I- 1/4° (6 mm) Fusible Link Nominal face of fitting to ceiling Deflector (retracted) f\.\.\\ , . 3/16(5 mm Pin (extended) Deflector (extended) -_.JI..E?..II _,______V, Model RFC Cover Plate - 3-5/16" (84 mm) Dia. - Ceiling Model RFC49 & RFC49LL Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure" Max. Coverage Area (2) Ordinary Temperature Intermediate Temperature ___________________ Flow Pressure Flow Pressure ft. x ft. (m x m) gpm psi gpm psi (I/mm) (bar) (I/mm) (bar) 16x16 13 7.0 13 7.0 (4.9 x 4.9) (49.0) (0.48) (49.0) (0.48) 18x18 17 12,0 17 12.0 (5.5 x 5.5) (64.3) (0.83) (64.3) (0.83) 20x20 20 16.7 21 18.4 (6.1 x 6.1) (75.7) (1.15) (79.5) (1.27) Notes: 1 For NFPA 13 installations the flow per sprinkler must be the greater of: (1) the flow listed in Table D above and (2) the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above, use the minimum required flow for the next larger max. coverage area listed. Bulletin 006 Page 4 of 8 May 2019 R_ei.ab!é www.reliablesprinkler.com Cover Plate Finishes'" Standard Finishes Special Application Finishes White Polyester Off White Paint Black Paint Raw Brass Chrome Plated Bright Brass Finished Bronze Black Plated Satin Chrome Stainless Steel Clad 3 Custom Color Paint(2) Notes: Paint or any other coating applied over the factory finish will void all approvals and warranties. Custom color paint is semi-gloss, unless specified otherwise. Stainless steel clad cover plates are Type 316 Stainless Steel on the finished side and C102 Copper Allow on the backside. Cover plates are not listed or approved as corrosion resistant. Stainless steel clad cover plates are not available perforated. Installation Dimensions Table J Recommended Min. to Min. to Max. Sprinkler Cover Cover Plate Hole Diameter Cover Plate Max. Face Dropped Deflector Cover Plate Model Plate Diameter in Ceiling Adjustment of Fitting to Distance below Temperature Model inch (mm) inch (mm) inch (mm) Ceiling'" Ceiling Rating inch (mm) inch (mm) RFC30, RFC 3-5/16 2-5/8 1/2 1-1/2 to 2 1/2 to 1 135°F RFC30LL (84) (67) (13) (38t051) (13t025) (57°C) RFC43, 135°F2 RFC43LL, RFC 3-5/16 2-5/8 1/2 1-1/2 to 2 1/2 to 1 (57°C) RFC49, (84) (67) (13) (38 to 51) (13 to 25) or 165°F3 RFC49LL (74°C) 135°F2 RFC58, RFC 3-5/16 2-5/8 3/4 1-1/2t02-1/4 1/4to1 (57°C) RFC76 (84) (67) (19) (38 to 57) (6 to 25) or 165°F3 (74°C) Notes: Face of fitting to ceiling dimensions are based on a nominal thread make up. Verify dimensions based on fitting and thread sealing method prior to installation. A 1/2' x 1/2" brass nipple extension (Reliable P/N 6999991900) is available where necessary for replacement of existing sprinklers. For use with 165°F (74°C) temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F (38°C). For use with 212°F(100°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150°F (66°C). Installation Model RFC series sprinklers are intended to be installed in ac- cordance with NFPA 13, NFPA 13R, or NFPA 130, as well as the requirements of applicable authorities having jurisdiction. Mod- el RFC series sprinklers must not be installed in ceilings with positive pressure in the space above. Ensure that the 4 slots in the cup are open and unobstructed following installation. Model RFC series sprinklers are shipped with a wrench-able protec- tive cap that should remain on the sprinkler until the sprinkler system is placed in service following construction. Model RFC series sprinklers can be installed without removing the wrench-able protective cap using the Model W3 wrench. Alternatively, Model RFC series sprinklers can be installed us- ing the Model FC wrench by temporarily removing the protec- tive cap during installation of the sprinkler. The use of any other wrench to installed Model RFC series sprinklers is not permit- ted and may damage the sprinkler. Fully insert the Model W3 wrench over the cap until it reaches the bottom of the cup, or the Model FC wrench over the sprinkler until the wrench engag- es the body. Do not wrench any other part of the sprinkler/cup assembly. The Model W3 and FC wrenches are designed to be turned with a standard 1/2" square drive. Tighten the sprinkler into the fitting after applying a PTFE based thread sealant to the sprinkler's threads. Recommended installation torque is 8 to 18 ft-lbs (11 to 24 N-m) for 1/2" thread sprinklers and 14 to 20 ft-lbs (19 to 27 N-m) for 3/4" thread sprinklers. Bulletin 006 May 2019 Do not exceed the maximum recommended torque. Exceeding the maximum recommended torque may cause leakage or im- pairment of the sprinkler. Use care when inserting or removing the wrench from the sprinkler to avoid damage to the sprinkler. Install the cover plate by hand by pushing the cover plate into the cup and turning the cover in the clockwise direction until it is tight against the ceiling. Application Model RFC series sprinklers are intended for installation where residential sprinklers are permitted or required by NFPA 13, NFPA 13R, and NFPA 130. The sprinklers are concealed pen- dent residential sprinklers. Model RFC 30 and RFC30LL sprinklers are available in ordinary temperature classification for installation where the Maximum Ceiling Temperature does not exceed 100°F (38°C). Model RFC43, RFC43LL, RFC49, RFC49LL, RFC58, and RFC76 sprin- klers are available in either ordinary or intermediate tempera- ture classification for installation where the Maximum Ceiling Temperature does not exceed 100°F (38°C) or 150°F (661C), respectively. Page 7 of 8 www.reliablesprinkler.com Model FC Model W3 For use with Model RFC Series sprinklers For use with Model RFC Series sprinklers without wrench-able cap installed with wrench-able cap installed Maintenance Model RFC series sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by gentle vacuuming. Replace any sprinkler cover plate assembly which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replace- ment of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non-oper- ation. Listings and Approvals Listed by Underwriters Laboratories, Inc. and UL Certified for Canada to UL1626, Residential Sprinklers for Fire-protection Service (cULus). Certified by Underwriters Laboratories, Inc. and Underwrit- ers Laboratories of Canada for Health Effects to NSF/ANSI Standard 61 Annex G (LL) (RFC30LL, RFC43LL, and RFC49LL only). Australian WaterMark Certified (RFC30LL, RFC43LL, and RFC49LL only). Guarantee For the Reliable Automatic Sprinkler Co., Inc. guarantee, terms, and conditions, visit www.reliablesprinkler.com. Patents Model RFC30, RFC30LL, RFC43, RFC43LL, RFC49, RFC49LL, RFC58, and RFC76 sprinklers are covered by U.S. Patent No. 9,248,327 and U.S. Patent No. 7,275,603. Model RFC30, RFC30LL, RFC43 and RFC43LL sprinklers are additionally covered by U.S. Patent No. 8,776,903. Ordering Information Specify the following when ordering. Sprinkler Model (RFC30, RFC30LL, RFC43, RFC43LL, RFC49, RFC49LL, RFC58, RFC76) Temperature Rating Cover Plate Model RFC Temperature Rating Finish (See Table H) Sprinkler Wrench Model FC Model W3 Bulletin 006 Page 8 of 8 May 2019 Reliabld www.reliablesprinkler.com Co Co Co CO CO Co 0) Bulletin 135 October 2018 Reliable Model Fl Res Series Glass Bulb Residential Sprinklers cULus Listed For NFPA 13, NFPA 13R, and NFPA 13D Applications Features cULus Listed Residential Sprinklers Available in pendent and horizontal sidewall orientations Decorative finishes available, including recessed escutch- eons and conical concealed cover plates Product Description Model F1 Res Series sprinklers are residential sprinklers with a 3 mm glass bulb operating element. A variety of K-Factors as well as recessed and conical concealed options are available as detailed in this Bulletin. The F1 Res Series sprinklers are specially engineered for fast thermal response to meet the requirements of UL 1626. They are intended for installation in accordance with NFPA 13, 13R, and 13D. Application The Model FiRes Series sprinklers cULus Listed Residential sprinklers are intended for use in accordance with NFPA 13, NFPA 13R, or NFPA 13D. The Model FiRes residential sprin- klers are cULus Listed for use in residential occupancies and residential portions of any occupancy, where permitted by NFPA 13, NFPA 13R, or NFPA 13D. For NFPA 13R and NFPA 13D applications, the design flow and pressure shall not be less than the minimum flow and pressure specified in the Listed 3 Design Criteria tables in this Bulletin. For NFPA 13 applications, the design density shall be a minimum of 0.1 gpm!sf (4.1 mm/ mm), but in no case shall the flow and pressure be less than the minimum flow and pressure specified in the Listed Design Criteria tables in this bulletin. Model Fl Res Series sprinklers are listed for use in wet systems only. Residential Sprinkler Summary Sprinkler Sprinkler K-Factor Thread Size Max. Coverage Area Model Identification Orientation gpm/psi"2 NPTorlSO7-1 Installation Options ftxft(mxm) Number (SIN) (Ipm/bar112) El Res30 R3511 Pendent 3.0(43) 1/2 Pendent or Recessed 16 x16 (4.9 x 4.9) Fl Res49 R3516 Pendent 4.9(71) 1/2 Pendent or Recessed 20 x 20 (6.1 x 6.1) F1Res58 R3513 Pendent 5.8(84) 1/2 Pendent or Recessed 20 x 20(6.1 x 6.1) Fl Res76 R7618 Pendent 7.6(109) 3/4 Pendent or Recessed 20 x 20 (6.1 x 6.1) F1Res30 CCP R3511 Pendent 3.0(43) 1/2 Conical Concealed or 14 x 14(4.3 x 4.3)Recessed E1Res49 CCP 83516 Pendent 4.9(71) 1/2 Conical Concealed or 20x20(6.1 x6.i) Recessed F1Res58 COP R3513 Pendent 5.8(84) 1/2 Conical Concealed or 20 x 20(6.1 x 6.1) Recessed F1Res76 CCP R7618 Pendent 7.6(109) Conical Concealed or 20x20(6.1 x6.l) Recessed F1Res44 HSW R3531 Horizontal Sidewall 4.4(63) 1/2 Recessed 16 x 20(4.9 x 6.1) F1Res44 SWC R3531 Horizontal Sidewall 4.4(63) 1/2 Conical Concealed 16 x 20(4.9 x 6.1) F1Res58 HSW R3533 Horizontal Sidewall 5.8(84) 1/2 Recessed 16 x 20(4.9 x 6.1) F1 Res 58 HSWX RA3533 Horizontal Sidewall 5.8(84) 1/2 Recessed 14 x 26 (4.3 x 7,9) www.reliablesprinkler.com Technical Specifications Finishes (See Table N) Style: Pendent and Recessed Pendent Threads: 1/2" NPT or 1507-1R1/2 Temperature Ratings Nominal K-Factor: 4.9 (71 metric) 155°F (68°c) Max. Working Pressure: 175 psi (12 bar) 175°F (79°C) Material Specifications Recessed Escutcheons Thermal Sensor: 3 mm glass-bulb Fl Recessed Sprinkler Frame: Brass Alloy F2 Recessed Button: Copper Alloy FV Recessed" Sealing Assembly: Nickel Alloy with PTFE Load Screw: Bronze Alloy Sprinkler Wrenches Deflector: Bronze Alloy Model W2 Model GFR2 (Recessed) ° Model FV escutcheons are not for use in positively pressurized ceiling plenums. Model Fl Res49 Residential Pendent Sprinkler Components and Installation Dimensions 2-1/4 (57mm) 2-1/4 (57mm) DIA. Face of fitting ceiling 4(49m) DIA ceiling 1-15/16 ) to finished 15/16 ;11 tofinished 1/2 (13mm) 5/8 ( 16mm) DIA. 1 Face of fitting mm +1- 3/8 (9mm) +1- 1/4(6mm) 2-1/4" __ ___-J 1I1-5/8 (41mm) +/- 1-3/4w(4mm) (6mm) 9mm) L2-7/8fl172mm.DIA. 3/8 2-7/8 (72mm) DIA. 1/4 (32mm) Dimensions Fl Recessed Escutcheon Installation F2 & FV Recessed Escutcheon Installation Model Fl Res49 Residential Pendent SDrinkler Hydraulic Desian Criteria Table C Minimum Flow and Residual Pressure in Wet Pipe Systemsl11 Maximum Coverage Area(2) ft. x ft. (m x m) Flow gpm (I/mm) Pressure psi (bar) Deflector to Ceiling Distance 12 x 12(3.7 x 3.7) 13(49) 7.0(0.48) 1 t 4 inches (25 to 100 mm) 14 x 14 (4.3 x 4.3) 13 (49) 7.0 (0.48) 16 x 16(4.9 x 4.9) 13(49) 7.0(0.48) 18 x 18(5.5 x 5.5) 17(64) 12.0(0.83) 20x20(6.1 x6.1) 20(76) 16.7(l.15) 12 x 12 (3.7 x 3.7) 15 (57) 9.4(0.65) 4 to 8 inches (100 to 200 mm) 14 x 14(4.3 x 4,3) 16(61) 10.7 (0.74) 16 x 16(4.9 x 4.9) 17(64) 12.0(0.83) 18 x 18(5.5 x 5.5) 19(72) 15.0(1.03) 20 x 20(6.1 x 6.1) 22(83) 20.2(1.39) Notes: For NFPA 13 installations the flow per sprinkler must be the greater of: (1) the flow listed in the table above or (2) the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. For coverage area dimensions less than those listed above, use the minimum required flow for the next larger max. coverage area listed. Bulletin 135 Page 3 of 15 October 2018 fleImbI www.reliablesprinkler.com Model GFR2 Finishes Standard Finishes Special Application Finishes Sprinkler(')Sprinkler Fl, F2. FV FP'>, CCP, SWC (Conical) (1) Fl, F2. FV, CCP, SWC (Conical) Escutcheons Cover Plates (1) Escutcheons Cover Plates (1) Bronze Brass -- Bright Brass Bright Brass Bright Brass Chrome Plated Chrome Plated Chrome Plated Dull Chrome Dull Chrome Dull Chrome White White White Paint Black Black Black Paint Polyester (2) Polyester Polyester (2) Polyester -- -- Custom Color Custom Color Custom Color Paint Polyester Polyester Electroless Nickel -- -- -- PTFE (2) -- -- Notes: Paint or any other coating applied over the factory finish will void all approvals and warranties. cULus Listed Corrosion Resistant. The Model FP escutcheon assembly consists of an unfinished galvanized cup with a finished escutcheon ring. Installation Models Fl Res sprinklers are to be installed as shown in this bulletin. Model Fl F2, FV, and FP recessed escutcheons are the only recessed escutcheons to be used with Model Fl Res sprinklers. Not all Fl Res sprinklers may be used with all recessed escutcheons offered. Confirm listing of escutch- eon type for use with individual sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model Fl Res sprinklers, use only the Model W2 sprinkler Wrench; for installing Models Fl Res Recessed Pendent, Sidewall, Conical Concealed Pendent (CCP), and Sidewall Concealed (SWC and SWC-2) sprinklers use only the Model GFR2 sprinkler wrench. Use of wrenches other than those specified may damage these sprinklers. Model W2 Installation of Fl Res sprinklers in a wall or ceiling will require a hole diameter of 2-1/4" (57 mm) for Fl or F2 recessed escutcheons; or 2-5/8" (67 mm) for FP recessed escutcheons, CCP, SWC, and SWC-2 cover plates. Install Fl Res HSW sprinklers with a ceiling to deflector dis- tance that complies with the hydraulic design criteria tables in this bulletin. The flow arrow on deflector must point away from near wall and "Top" marking must face the ceiling. A 'leak tight" sprinkler joint can be obtained with the following torque: 1/2" NPT and 1S07-1R1/2: 8-18 ft-lbs (11 —24 N-m) 3/4" NPT and IS07-1R3/4: 14-20 ft-lbs (19-27 N-m) Do not tighten sprinklers over maximum recommended torque. This may cause leakage or impairment of the sprinklers. Do not install any glass bulb sprinklers where the bulb is cracked or there is a loss of liquid from the bulb. Glass bulb sprinklers have orange bulb protectors to mini- mize bulb damage during shipping, handling and installation. Remove this protection at the time the sprinkler system is placed in service. Removal of the protectors before this time may leave the bulb vulnerable to damage. RASCO wrenches are designed to install sprinklers when protectors are in place. Remove protectors by undoing the clasp by hand. Do not use tools to remove the protectors. Maintenance Reliable Model F1 Res Sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25, 13, 13D, and 13R, as well as the requirements of any Authorities Having Jurisdiction. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non-operation. Do not clean sprinklers with soap and water, ammonia liquid or any other cleaning fluids. Remove dust by gentle vacuum- ing without touching the sprinkler. Replace any sprinkler which has been painted (other than factory applied). Properly installed CCP, SWC, and SWC-2 cover plates will have an air gap that is required for proper operation, do not seal the gap or paint the cover plates. Bulletin 135 Page 14 of 15 October 2018 www.reliablesprinkler.com Replace any sprinkler which has been damaged, where cracks are observed in the glass bulb, or when liquid has been lost from the glass bulb. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inadver- tent operation or non-operation during a fire event. Listings & Approvals Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) Guarantee For Reliable Automatic Sprinkler Company guarantee, terms, and conditions, visit www.reliablesprinkler.com. Patents For patents applicable to products contained in this technical bulletin, please visit www.r-s.co Ordering Information Specify the following when ordering: Sprinkler Model (See Table A) Temperature Rating Threads (NPT or 1S07-1) Finish (See Table N) Escutcheon or Cover Plate Model Finish (See Table N) Sprinkler Wrench Model W2 (Pendent and HSW) GFR2 (Recessed and Concealed) z Bulletin 135 Page 15 of 15 October 2018 www.reliabIesprinkler.com Bulletin 014 March 2019 Rel,a bi 0 Model Fl FR Series Quick Response Glass Bulb Sprinklers Model Fl FR56 Sprinkler Types Standard Spray Upright Standard Spray Pendent Conventional Upright/Pendent Vertical Sidewall Horizontal Sidewall Model Fl FR56 Recessed Sprinkler Types Standard Spray Pendent Horizontal Sidewall Model Fl FR56 Concealed Sprinkler Types Standard Spray Pendent Model Fl FR42, Fl FRXLH & Fl FR28 Sprinkler Types Standard Spray Upright Standard Spray Pendent Model Fl FR40 Sprinkler Types Standard Spray Pendent Model Fl FR42, Fl FR40, Fl FRXLH & Fl FR28 Recessed Sprinkler Types Standard Spray Pendent Model Fl FR56LL & Fl FR42LL Low Lead Sprinkler Types Standard Spray Pendent with less than 0.25% Lead Content Listing & Approvals The following organizations provide Listings or Approvals for various Model Fl FR series sprinklers. See the Design and Installation table in this Bulletin for information on specific listings and approvals applicable to each sprin- kler. Underwriters Laboratories Inc. and Certified for Canada (cULus) in accordance with ANSI/UL199. FM Approvals (FM) Loss Prevention Certification Board (LPCB) VdS SchadenverhUtung GmbH (VdS) Underwriters Laboratories Inc. and Underwriters Laboratories of Canada Certified for Health Effects to NSF/ANSI Standard 61 Annex G (ULH) EC Certificate: 0786-CPD-40239 (RA1414), 0786- CPD-40251 (RA1425), 0786-CPD-40252 (RA1475) (EC) UL Listing Category Sprinklers, Automatic & Open (VNIV) Quick Response Sprinkler QI Upright Pendent conventional IP Vertical Sidewall Horizontal Sidewall Recessed PendentjF1fF2 I ria_ '. - k 1'-- 1:. t . r Recessed Concealed Recessed Horizontal Sidewall Pendent Pendent/FP _ IP XLH Upright XLH Pendent XLH Recessed Pendent F1/F2 Product Description Reliable Model F1 FIR series sprinklers are quick-response automatic sprin- klers with a glass bulb thermal element. Model F1 FR series sprinklers are Stan- dard Spray sprinklers, with the excep- tion of the Model Fl FR56 Conventional XLH Recessed sprinkler which is an Old-style/Conven- Pendent FP tional sprinkler. The Model Fl FR Series automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrat- ed response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model Fl FR Series sprinklers to apply water to a fire faster than standard-response sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely man- ufactured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. NOW Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands, forcing the bubble smaller and smaller as the liq- uid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. Model Fl FR Series sprinklers provide a wide range of op- tions where quick-response, glass bulb sprinklers are used: Pendent, recessed pendent, upright, horizontal sidewall, and vertical sidewall deflectors K-factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 metric), and 5.6 (80 metric) Flush, recessed, and concealed installations See the Design and Installation Information table in this Bulletin for information on the approvals and availability of specific Model Fl FR series sprinkler configurations. Model Fl FR Recessed Pendent and Recessed Horizon- tal Sidewall sprinklers are required to be used with Reliable Model Fl, F2, or FP recessed escutcheons. See the Re- cessed Escutcheon Data table in this Bulletin for listing and approval information with each specific Model Fl FR series sprinkler. Model Fl and F2 recessed escutcheons, shown in Fig. 1 and 3, are a friction fit assembly allowing for 3/4-inch (19mm) and 1/2-inch (12.7mm) of adjustment, respectively. Model FP recessed escutcheons, shown in Fig. 2, provide a 1/2-inch (12.7mm) threaded adjustment. Model Fl FR56 Concealed Pendent and Model Fl FR56LL Concealed Pendent sprinklers are required to be used with Model CCP cover plates. A standard profile Model CCP cov- er plate is available that provides up to 1/2-inch (12,7mm) of cover plate adjustment. In addition, a low profile Model CCP cover plate is also available that provides up to 5/16-inch (8.0mm) of cover plate adjustment. See the Design and In- stallation Information and Listed and Approved Temperature Ratings tables in this Bulletin for further information on ap- proved cover plate options. Application Model F1FR Series sprinklers are intended for use in accordance with NFPA 13, FM Property Loss Prevention Data Sheets, and the requirements of the Authority Hav- ing Jurisdiction. Care must be exercised that the k-factor, temperature rating, deflector style, and sprinkler type are in accordance with the requirements of the applicable design and installation standards. In addition, Model Fl FR Series sprinklers must be used in accordance with their listings and approvals, as well as the information provided in this Bulletin. Installation Glass bulb sprinklers have orange bulb protectors or pro- tective caps to minimize bulb damage during shipping, han- dling and installation. Reliable sprinkler installation wrench- es are designed to install sprinklers with bulb protectors in place. Remove the bulb protector at the time when the sprin- kler system is placed in service for fire protection. Removal of the bulb protector before this time may leave the bulb vul- nerable to damage. Remove bulb protectors by undoing the clasp by hand. Do not use tools to remove bulb protectors. Model F1FR Series sprinklers must be installed with the Reliable sprinkler installation wrench identified in the Design and Installation Information table in this Bulletin. Any other wrench may damage the sprinkler. A leak tight sprinkler joint can be obtained with a torque of 8 to 18 lb-ft (11 to 24 N-m). Do not tighten sprinklers over the maximum recommended installation torque. Exceeding the maximum recommended installation torque may cause leakage or impairment of the sprinkler. Recessed Sprinklers Model Fl FR Series Recessed sprinklers are to be installed as shown in Fig. 1, Fig. 2, or Fig. 3, as applicable to the spe- cific model being installed. The Recessed Escutcheon Data table in the Bulletin identifies the only recessed escutcheons that are permitted to be used with each Model Fl FR Series Recessed sprinkler. The use of any other recessed escutch- eon will void all approvals and negate all warranties. Concealed Sprinklers Model F1FR Series Concealed Pendent sprinklers are to be installed as shown in Fig. 4 or Fig. 5, as applicable to the selected cover plate. Model Fl FR56 Concealed Pendent and Model Fl FR56LL Concealed Pendent sprinklers have a factory-installed Model CCP cup. A protective cap is in- stalled at the factory that should remain on the sprinkler until the sprinkler is installed and should then be reinstalled on the sprinkler until the cover plate is installed. The concealed sprinkler assemblies are completed by the installation of a Model CCP push-on/thread-off cover plate assembly. The cover plate and sprinkler cup assemblies are joined using a cover plate skirt with flexible tabs for threaded engage- ment. A choice of two Model CCP cover plate assemblies provides either 1/2-inch (13mm) or 5/8-inch (8mm) of cover adjustment. Do not install Model F1FR Series Concealed Pendent sprinklers in ceilings which have positive pressure in the space above. Model F1FR Series Concealed Pendent sprinklers require a 2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The Model GFR2 wrench is used to engage the sprinkler wrench- ing surfaces and to install the sprinkler in the fitting. Remove the protective cap to install the sprinkler, then reinstall the protective cap until the cover plate is installed. When inserting or remov- ing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. Do not wrench any other part of the sprinkler/cup assembly Installation is com- pleted by removing the protective cap from the sprinkler and pushing the cover plate onto the cup. Final adjustment is made by hand turning the cover plate until the skirt flange makes full contact with the ceiling. Cover plate removal requires turning the cover plate in the counter clockwise direction. After installation, inspect all sprinklers to ensure that there is a gap between the cover plate and ceiling and that the four cup slots are open and free from any air flow impediment to the space above. Concealed cover plate/cup assemblies are listed only for use with specific sprinklers. The use of any concealed cover plate/cup assembly other than the Reliable Model CCP with Model Fl FR56 Concealed Pendent and Model Fl FR56LL Concealed Pendent sprinklers or the use of the Model CCP Concealed cover plate assembly on any sprinkler with which it is not specifically listed my prevent good fire pro- tection and will void all guarantees, warranties, listings and approvals. Technical Data: Sensitivity: Quick-response Thread Size: 1/2-inch NPT standard; ISO 7-R1/2 optional Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414 & RA1435 cULus listed for 250 psi (17 bar) Design and Installation Information Model Nominal K-factor Nominal Orifice Diameter Deflector! Orientation Nominal Sprinkler Height _____ Installation Wrench SIN Approvals Listings and Approval Notes US Metric inches mm inches mm Pendent 2.25 57 W2 RA1411 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2 F1FR28 2.8 40 3/8 10 Upright 2.25 57 W2 RA1421 cULus 1,2 F1FR40 4.0 57 3/8 10 Pendent 2.25 57 W2 RA1418 VdS Recessed Pendent 2.25 57 GFR2 RA1418 VdS Pendent 2.25 57 W2 RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 F1FR42 4.2 60 7/16 10 Upright 2.25 57 W2 RA1423 cULus 1,2 F1FR42LL 4.2 60 7/16 10 Pendent 2.25 57 W2 RA1410 cULus, ULH _____ Recessed Pendent 2.25 57 GFR2 RA1410 cULus, ULH F1FRXLH Pendent 2.25 57 W2 RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 (171FR42 4.2 60 7/16 10 with Pintle) Upright 2.25 57 W2 RA1423 cULus 1,2 Pendent 2.25 57 W2 RA1414 cULus, FM, LPCB, VdS, EC 1,2,3,4 Recessed Pendent 2.25 57 GFR2 RA1414 cULus, FM, LPCB, VdS, EC 1,2,3,4 F1FR56 5.6 80 1/2 15 Concealed Pendent 2.25 57 GFR2 RA1414 cULus,VdS,EC 5,6 Upright 2.25 57 W2 RA1425 cULus, FM, LPCB, VdS, EC 1,2,3,4 "Conventional (Pendent or Upright)" 2.25 57 W2 RA1475 LPCB,VdS,EC 4 Pendent 2.25 57 W2 RA1415 cULus, ULH 1 Recessed Pendent 2.25 57 GFR2 RA1415 cULus, ULH F1FR56LL 5.6 80 1/2 15 Concealed Pendent 2.25 57 GFR2 RA1415 cULus, ULH 6 Horizontal Sidewall 2.63 67 W2 RA1435 cULus, FM 1,2,3,7 Recessed Horizontal 2.63 67 Sidewall GFR2 RA1435 cULus, FM 8 F1FR56 5.6 80 1/2 15 F1FR56 5.6 80 1/2 15 Vertical Sidewall (Pendent or Upright) 2.25 57 W2 RA1485 cULus, FM, LPCB 1,2,3,9 cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. ) Available with FM approved Polyester coating in black or white. Available with LPCB and VdS approved Polyester coating. VdS and EC approvals of the F1 FR56 Concealed Pendent sprinkler are for 155°F (68°C) temperature rated sprinklers only. VdS approved sprin- klers must use Norbulb brand glass bulbs with the 1/2-inch (12.7mm) adjustment Model CCP cover plate only. Model F1 FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates, available as either standard depth with 1/2-inch (12.7mm) of adjustment or low profile with 5/16-inch (8.0 mm) of adjustment. cULus Listing of the F1FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. Minimum to maximum deflector to ceiling distance shall be 4 inches to 12 inches (102mm to 305mm). FM Approval of the F1FR56 Horizontal Sidewall sprinkler is for Light Hazard occupancies only. cULus Listing and FM Approval of the Fl FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (9) The Fl FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. LPCB approval of the Fl FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. 3. Listed and Approved Temperature Ratings Model Deflector! Orientation Ordinary Temp. Classification 100°F (38°C) Max. Ambient Temp. Intermediate Temp. Classification 150°F (65°C) Max. Ambient Temp. High Temp. Classification 225°F (1 07°C) Max. Ambient Temp. 135°F (57°C) Temp. Rating I 155°F (68°C) Temp. Rating 175°F (79°C) Temp. Rating I 200°F (93°C) I Temp. Rating 286°F (141°C) Temp. Rating Orange Bulb I Red Bulb I Yellow Bulb I Green Bulb Blue Bulb Pendent cULus Fl FR28 Recessed Pendent cULus I Upright cULus Fl FR40 Pendent VdS Recessed Pendent VdS I Pendent cULus Fl FR42 Recessed Pendent cULus I Upright cULus F1FR42LL Pendent I cULus, ULH I I I Recessed Pendent I cULus, ULH I Pendent cULus Fl FRXLH Recessed Pendent cULus I Upright cULus Pendent cULus, FM, [ROB, VdS, EC Recessed Pendent cULus, FM, LPCB, VdS, EC FIFR56 Concealed Pendent* cULus I cULus,VdS,EC I cULus I Upright cULus, FM, LPCB, VdS, EC "Conventional (Pendent or Upright)" LPCB, VdS, EC Pendent I cULus, ULH I FIFR56LL Recessed Pendent I cULus, ULH I Concealed Pendent* cULus, ULH Horizontal Sidewall cULus, FM Fl FR56 Recessed Horizontal Sidewall cULus, FM F1FRS6 Vertical Sidewall (Pen- dent _or_Upright) cULus, FM, LPCB * Model Fl FR56 Concealed Pendent and Fl FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover plate. For Intermediate Temperature Classification sprinklers use a 165°F (74°C) temperature rated cover plate. Recessed Escutcheon Data Listed and Approved Recessed Escutcheons Model Fl Model F2 Model FP Deflector! Model (Fig. 1 & 3) (Fig. 1 & 3) (Fig. 2) SIN Orientation 3/4-inch (19mm) 1/2-inch (12.7mm) 1/2-inch (12.7mm) adjustment adjustment adjustment FIFR28 Recessed Pendent cULus cULus cULus RA1411 FIFR40 Recessed Pendent VdS VdS VdS RA1418 FIFR42 Recessed Pendent cULus cULus cULus RA1413 FIFR42LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1410 FIFR42XLH Recessed Pendent cULus cULus cULus RA1413 F1FR56 Recessed Pendent cULus, LPCB, VdS, cULus, FM, LPCB, cULus, VdS, EC RA1414 EC VdS, I F1FR56LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1415 F1FR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435 4. TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS Fl ESCUTCHEON _ 3/4 "[19mm] ADJUSTMENT F2 ESCUTCHEON 7/2"[12.7mm] ADJUSTMENT 2 1/4 HOLE DIA. [572mm] 1 15/16' DA [49.2mm] L__+------1 r i \ / (1 I 2 5/16" DIA. [58.7mm] CUF !12'T12.7mmj ADJUSTMENT CEILING 1" X 1/2" REDUCER FACE OF FITTING TO FACE OF CEILING DIMENSION F! ESCUTCHEON AT MAXIMUM RECESS = 1 "[25.4mm] AT MINIMUM RECESS 3/8"[9.5mm] E2 ESCUTCHEON AT MAXIMUM RECESS = 3/4"[19mm] AT MINIMUM RECESS 3/8 "[9.5mm] AT MAXIMUM RECESS = 7/8722.2mm] 8 [32mm] I / AT MINIMUM RECESS = 1-5/8 "[41.3mm] I AT MAXIMUM RECESS = 1-1/8728.6mm] AT MINIMUM RECESS = 1-5/8 "[41.3mm] F! ESCUTCHEON if F2 ESCUTCHEON 2 27/32" 0/A. [72.2mm] Model F1FR56, F1FR561-L, F1FR42, F1FR40, F1FR42LL, F1FRXLH & F1FR28 Recessed Pendent sprinkler with Model Fl or F2 escutcheon 2 5/8" DIA. [66.7mm] HOLE IN CEILING L—___—_-------4 T L 1" X 1/2" REDUCER FACE OF FITTING TO FACE OF CEILING DIMENSION AT MAXIMUM RECESS 1- 1/2"[38mm] AT MINIMUM RECESS = 1 "[25.4mm] IUM RECESS = 9/16714.3mm] 4UM RECESS = 1725.4mm] 3 1/4"DIA. H [82.6mm] Model Fl FR56, Fl FR561-L, Fl FR42, Fl FR40, Fl FR42LL, Fl FRXLH & Fl FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. FACE OF FITTING TO FACE OF CEILING DIMENSION F! ESCUTCHEON AT MAXIMUM RECESS = 1 "[25.4mm] AT MINIMUM RECESS = 3/8 "[9.5mm] F2 ESCUTCHEON AT MAX/MUM RECESS = 3/4"[l9mm] AT MINIMUM RECESS = 3/8"[9.5mm]. —2 1/4" HOLE 0/A. I [5 7.2mm] 1" X 1/2" REDUCER Fl ESCUTCHEON AT AlA VIAl? IA) orrccc - /o"rZA o....7 .... /11 IrrUflllVlI./VII LL.L..4..4 - I .J/ U L ' "''J AT MINIMUM RECESS = 2— 1/16"[52.4mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-5/8"[41.3mm] AT MINIMUM RECESS = 2— 1/16"[52.4mm] 1 15/16" OIA.jjjj4 [49.2mm] I I 11111 2 27/32" 0/A. [72.2mm] ! (1) 4"-12" [101. 6mm-304.8mm] CEILING TO DEFLECTOR TURN COLLAR UNTIL —' TIGHT AGAINST SPRINKLER WRENCH BOSS. Fl ESCUTCHEON L_ 3/4"[l9mm] ADJUSTMENT F2 ESCUTCHEON 1/2"[12. 7mm] ADJUSTMENT RECESSED HSW w/F1 OR F2 ESCUTCHEON (1) FM APPROVED FOR 4" - 6" [10 1.6MM - 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. Fig. 3 Model Fl FR56 Recessed Horizontal Sidewall sprinkler with Model Fl or F2 escutcheon 1" x 1/2" REDUCING TEE OR ELBOW TT I - —2 5/8" DIA. HOLE IN CEILING 1 1/2" MAX. FACE OF FITTING TO FACE OF CEILING /_ DIMENSION 1/2" MAX. COVER ADJUSTMENT COVER PLATE ASSEMBLY 5/16" DIA. SPRINKLER CONCEALED, 1/2" ADJUSTMENT Fig. 4 Model Fl FR56/F1 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch (12.7mm) adjustment - Model COP cover plate IS 2 5/16" DIA I ( L 01 CU;j;r CEILING 15/16" O17FCO1A 1" x 1/2" REDUCING TEE OR ELBOW 2 5/8" DIA. 2 5/16" HOLE IN CEILING 1 1/2" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION CEILING - 5/16" MAX. _J 3/4" COVER ADJUSTMENT COVER PLATE— -" ASSEMBLY SPRINKLER CONCEALED, 5/16" ADJUSTMENT 017F5024 Fig. 5- Model Fl FR56/F1 FR56LL Concealed Pendent sprinkler with low profile 5/16-inch (8.0mm) adjustment - Model COP cover plate Maintenance The Model Fl FR Series sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Replace any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Finishes (1) Standard Finishes Sprinkler Escutcheon I Cover pIate 11 Bronze Brass Chrome Chrome Plated Chrome Plated White Polyester Coated 14X56) White Painted Spec'l Application Finishes Sprinkler Escutcheon Cover plate11 Electroless Nickel PTFE 71 Electroless Nickel PTFE rig Brass Bright Bright Brass(3) Bright Brass Black Plating Black Plated Black Plated Black Paint Black Paint(2116) Black Paint Off White Off White (2)(6) Off White Satin Chrome Chrome Dull I Chrome Dull _ Other finishes and colors are available on special order. Consult the factory for details. Custom color painted sprinklers may not retain their UL Corrosion resistance listing. Coverplate custom paint is semi-gloss, unless specified otherwise. cULus Listed Only. 200°F (93°C) maximum. cULus listed "corrosion resistance" applies to SIN Numbers RA1435 (HSW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and RA1415 (Pendent) in standard black or white. Corrosion resistance in other polyester colors is available upon request. FM Approvals finish as "Polyester coated" applies to SIN Number RA1414, RA1435 and RA1425 in standard black or white. LPCB and VdS Approved finish applies only to RA1425, RA1414, RA1418 (VdS) and RA1475. 0 cULus listed Corrosion Resistant Material Data Frame: DZR Brass, OM Brass, or Low Lead Brass Deflector: CDA Alloy 220, 260, or 510 Load Screw\Pintle: CDA Alloy 360 or 544 Cup: CDA Alloy 651 or 693 Washer: Nickel Alloy 440 or 360, coated with PTFE Adhesive Tape Bulb: Glass Ordering Information Specify: Sprinkler Model: [Fl FR28][F1 FR40][F1 FR42] [Fl FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL] Sprinkler Deflector/Orientation: [Pendent] [Recessed Pendent] [Upright] [Conventional] [Horizontal Sidewall] [Recessed Horizontal Sidewall] [Vertical Sidewall] Sprinkler threads: [1/2-inch NPT][ISO 7-R1/2] Sprinkler Temperature Rating: [135°F (57°C)][155°F (680C)][175°F (79°C)][200°F (93°C)][286°F (141-C)] Sprinkler Finish Escutcheon Model: [F1][F2][FP] Escutcheon Finish (where applicable) Cover plate Model: [standard profile CCP 1/2-inch (12.7mm) adjustment][low profile CCP 5/16-inch (8.0mm) adjustment] Cover plate Temperature Rating: [135°F (57°C) for use with Ordinary Temperature sprinklers][ 1 65'F (74°C) for use with Intermediate Temperature sprinklers] Cover plate Finish Note: When Model Fl FR Series Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. 7, Reliable...For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many' precision-made Reliable products that guard life and property from fire around the clock. Automatic sprinklers Flush automatic sprinklers Recessed automatic sprinklers Concealed automatic sprinklers Adjustable automatic sprinklers Dry automatic sprinklers Intermediate level sprinklers Open sprinklers Spray nozzles Alarm valves Retarding chambers Dry pipe valves Accelerators for dry pipe valves Mechanical sprinkler alarms Electrical sprinkler alarm switches Water flow detectors Deluge valves Detector check valves Check valves Electrical system Sprinkler emergency cabinets Sprinkler wrenches Sprinkler escutcheons and guards Inspectors test connections Sight drains Ball drips and drum drips Control valve seals Air maintenance devices Air compressors Pressure gauges Identification signs Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years. Manufactured by Reliable Automatic Sprinkler Co., Inc. AN Recycled (800) 431-1588 Sales Offices W Paper Reliab le (800) 848-6051 Sales Fax Revision lines indicate updated or new data. (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 03/19 P/N 9999970300 PVq ©flcD ©LL\ WILW1klS Double Check Detector Assembly Application Designed for installation on water lines in fire protection sys- tems to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 350ADA shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance (Horizontal & Vertical) ASSE® Listed 1048 AWWA Compliant C510 (with gates only), and C550 CSA® Certified 1364.5 UL® Classified C-UL® Classified FM® Approved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California NYC MEA 221-04M-2 (2 1/2' - 8") Meets the requirements of NSF/ANSI 61* (025% MAX. WEIGHTED AVERAGE LEAD CONTENT) By-Pass Backflow Assembly 3/4" Model 950XLD Materials Main valve body Ductile Iron ASTM A 536 Access covers Ductile Iron ASTM A 536 Coatings NSF Approved electrostatic epoxy finish Internals Stainless steel, 300 Series NORYLTM Fasteners & Springs Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLTM Features Sizes: 2 1/2°, 3* , 4", 6", 8", 10" Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AWWA C606 (Flanged bolt pattern) ASME 1316.42 Class 150 *2 1/2' & 3" sizes use 4" body & reducer couplings Dimensions & Weights (do not include pkg.) MODEL WEIGHT 350ADA SIZE in. imm LESS SHUTOFF VALVES Ibs. I OSY GATE VALVES FLANGED lbs. I k9 OSY GATE VALVES GROOVED J3 BUTTERFLY VALVES FLANGED JL kg BUTTERFLY VALVES GROOVED lbs. I k9 21/2 65 105 - 48 192 87 184 83 157 71 147 67 3 80 104 47 210 95 200 91 162 73 148 67 4 100 91 41 230 104 204 93 147 66 139 63 6 150 141 64 362 164 332 151 246 111 215 98 8 200 302 137 762 346 1 738 335 1491 223 445 202 10 250 355 161 1024 1 464 1 902 409 1 628 285 570 259 LEAD FREE (with OS&Y gates) (with BG valves) Options (Suffixes can be combined) - with flanged end OS & V gate valves (standard) L - less shut-off valves (grooved body connections) LM - less water meter 0 RM - with remote reading meter LI - with gallon meter (standard) 0 CFM - with cu ft meter O CMM - with cu meter meter O G - with grooved end connections U FG - with flanged inlet connection and grooved outlet connection P1 - with Post Indicator Gate Valves U BG - with grooved end butterfly valves with integral supervisory switches U BF - with flanged end butterfly valves with integral supervisory switches Accessories 0 Repair kit (rubber only) LI Thermal expansion tank (Model XT) 0 OS & V Gate valve tamper switch (OSY-40) MODEL 350ADA with OS&Y option MODEL DIMENSION (approximate) 350ADA SIZE in mm A in I mm A WITH BUTTERFLY VALVES in I mm B LESS GATE VALVES in mm c in I mm D in mm OSS7OpEN in I mm E OS&Y CLOSED in mm E WITH BUTTERFLY VALVES in mm F in mm G in mm 21/2 65 351/8 892 321/8 816 201/8 511 41/2 114 9 229 173/4 451 153/8 391 17 432 6 152 71/4 184 3 80 361/8 918 33 838 201/8 511 41/21 114 9 229 201/4 514 17 432 17 432 6 152 71/4 184 4 100 381/4 972 331/4 845 197/8 505 41/2 114 9 229 221/2 572 181/4 464 17 432 6 152 8 203 6 150 47 1/4 1200 401/4 10221257/8 657 5 1/2 140 101/2 267 301/2 775 24 1/4 616 17 1/2 445 7 178 10 254 8 200 62 1575 55 1397 381/2 978 10 254 12 305 37 940 281/2 724 1615/16 430 81/2 216 11 279 10 250 645/8 1641 59 1499 381/2 978 10 254 12 305 455/8 1159 343/4 883 1615/16 430 81/2 216 12 305 Attention: Model 350ADA (grooved body) and Model 350DA (flange body) have different lay lengths. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Rev. J Date: 6/19 Document No. BF-350ADA Patent No. 5, 913, 331 Product No. Model 350ADA Pagel of 2 I uq tE a- C)) 69 co 104 U) 69 -J L i 4000 Flow Characteristics ' Rated Flow (established by approval agencies) MODEL 350ADA 2 1/2, 3" & 4" (STANDARD & METRIC) FLOW RATES (I/s) 0.0 12.6 25.2 37.9 15 10 (I) U) 0 -j W cc 0 cc 5 0. 0 200 400 600 800 FLOW RATES (GPM) MODEL 350ADA 6,8' & 10 (STANDARD & METRIC) FLOW RATES (Vs) 0.0 63.1 126.2 189.3 252.4 15 U) 0. 12 10 0 —I Uj cc 5 12 IL 0 1000 2000 3000 FLOW RATES (GPM) 50.5 Typical Installation Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted at a mini- mum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec lOft/sec 15 ft/sec 21/2' 75 112 149 224 3 115 173 230 346 4 198 298 397 595 6' 450 675 900 1351 8 780 1169 1559 2339 10 1229 1843 2458 3687 12' 1763 2644 3525 5288 PROTECTIVE MODEL 350ADABG (Vertical Installation) MODEL 350ADA (Outdoor Installation) Specifications The Double Check Detector Backflow Prevention Assembly shall be certified to NSF/ANSI 61, ASSE® Listed 1048, and sup- plied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536), the seat ring and check valve shall be NorylTM (NSF Listed), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and second check valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Prevention Assembly shall be a ZURN WILKINS Model 350ADA. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2