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1649 ARTEMISIA CT; ; FPR2019-0111; Permit
PERMIT REPORT (ity of Carlsbad Print Date: 05/02/2022 Permit No: FPR2019-0111 Job Address: 1649 ARTEMISIA CT, CARLSBAD, CA 92011 Status: Closed - Finaled Permit Type: FIRE-Construction Residential Work Class: Single Family Fire Sprinkl Parcel #: 2150530250 Track #: Applied: 05/15/2019 Valuation: $0.00 Lot #: Issued: 05/29/2019 Occupancy Group: Project #: Finaled Close Out: 10/02/2019 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check #: Final Inspection: Project Title: Description: TREVISO -REVISIONS TO PLAN 4 /MASTER SUBMITTAL FOR SUBDIVISION Applicant: FPContractor: ON GUARD FIRE PROTECTION BABAK TAVAKOLI-INACTIVE OSCAR GARCIA 11800 STERLING AVE, # STE L 11800 STERLING AVE RIVERSIDE, CA 92503-4931 RIVERSIDE, CA 92503-4931 (702) 966-8021 (951) 254-5848 FEE AMOUNT FIRE NFPA 13D Single Family System (lnsp/Bldg) $125.00 FIRE NFPA 13D Single Family System (Plan Review) $246.00 FIRE Plan Review Per Hour - Office Hours $136.00 Total Fees: $507.00 Total Payments To Date: $507.00 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 Hydraulic Calculations for Project Name: Treviso Location: Carlsbad, CA, Drawing Name: PLAN 4-DELTA I Design Remote Area Number: Remote Area Location: Occupancy Classification: Calculation Date: 7/19/2019 I- 16'x16' SPACING BEDROOM 2 Residential Pressure: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: 0.050gpm/ft2 512.00ft2 (Actual 149.20ft2) 256.00ft2 Pendent 2 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: 5.00 at Node: 500 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 31.10@49.253 Type of System: 13D Volume of Dry or PreAction System: N/A Allowance at Source Hose (Safety Margin = 6.745 psi) for Node: I Date: 05/02/2019 Location: Poinsettia Lane Source: Carlsbad Municipal Water District Name of Contractor:ON GUARD FIRE PROTECTION Address: 6438 Arville Street, Las Vegas, NV 89118 Phone Number: 702-966-8021 Name of designer: TONY HARGROVE Authority Having Jurisdiction: Carlsbad Notes: Automatic peaking results Left: N/A Right: 48.259 .©M.E.P.CAD, Inc. 4AutoSPRlNK2019v15.1.9.0 1- 16x16 SPA( 7/19/201910:14:46AM Page 1 ~.Jjj 1HydrauIic Summary Job Number: 19-20-08 Report Description: Residential (1- 16x16 SPACING) Job Job Number Design Engineer 19-20-08 TONY HARGROVE Job Name: SlatnCertlficotlonlLlvensnNumben Treviso Address I AHJ Carlsbad, CA Carlsbad Address 2 Job Site/Building Tract 10620 Address 3 Drawing Name PLAN 4-DELTA 1 System Remote Area(s) Most Demanding Sprinkler Data Occopancy Job baltic 4.9 K-Factor 13.00 at 7.039 Residential Hose riJlowance At Source Pressure area of Application 0.00 0.050gpm/ft2 512.00ft2 (Actual 149.20ft2) Additional Hose Supplies Number at 5pnnldero Calculator Number Of Noes Calculates Coverage Per Sprinkler Node Flow(gpm) 2 0 256.00f12 Hose At Node 500 5.00 Aatopnotc Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Right: 48.259 Total Hose Streams 5.00 System Flow Demand Total Water Required (Including Hose Allowance) 31.10 31.10 Mae/mum Pressure Unbalance In Loops 0.000 Ma,ornom Velocity Above Ground 12.09 between nodes 6 and 500 Maetrnum Velocity Under Ground 12.09 between nodes 6 and 500 Volume capacity of We Pipes Volume capacity of Dry Pipes 54.30ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 1 WaterSupply 56.000 41.000 1 3500.00 55.998 I 31.10 49.253 6.745 Contractor ConleoctorNumber Contact Name Contact Tide 950378 BOBBY TAVAKOLI OWNER Name of Coetractee Phone Ectension ON GUARD FIRE PROTECTION 702-966-8021 Address I FAX 6438 Arville Street 702-987-1174 Address 2 E.mall Las Vegas, NV 89118 BOBBY@ONGUARDFP.COM Address 3 Web-Site 1&©M.E.P.CAD, Inc. 11 AutoSPRlNK 2019 v15.1.9.0 7/19/2019 10:15:35AM Page 1 7000 5600 6300 200 4200 3500 400 Flow - gpm 1&©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 7/19/2019 10:15:00AM Paqe2 Job Name: Treviso Remote Area Number: 1- 16'x16 SPACING 100 20 3C 10 8( H--- Water Supply I Summary Sheet Node:1 - - \vailable Supply Static Pressure 56.000 1 1055.8 49 1 10.253 00.00 41.000 System demand curve ._..ljJIII.l.lJ.l.1_l.I!IptIIIIIIIIIIIIII IltIllIll Iltititit Ilitti I I I II III II 111111 I I I I I Hydraulic Graph N 1.85 Date: 7/19/2019 iS.mmary Of Outflowsng Devices Job Number 19-20-08 Report Description: Residential (1- 16'x16 SPACING) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 101 13.00 13.00 4.9 7.039 Sprinkler 102 13.10 13.00 4.9 7.146 Hose 500 5.00 5.00 0 30.518 c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 7/19/2019 10:15:05AM Page 4 Job Name: Treviso Remote Area Number: 1- 16'x16' SPACING Date: 7/19/2019 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 56.000 41.000 1 3500.00 55.998 31.10 49.253 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 245' Supply 49.253 31.10 101 260'-1 Sprinkler 7.039 13.00 102 260'-1 Sprinkler 7.146 13.10 500 243-5 30.518 5.00 2 238'-11 51.614 3 238'-11 51.415 4 238'-11 37.583 5 238'-11 36.249 6 238'-11 34.736 7 243'-11 Supply 30.223 10 250-9 18.033 150 250'-9 16.889 156 251'-1 13.817 250 260'-7 10.718 254 260'-7 8.506 256 260-7 7.264 258 260-7 7.152 260 260'-7 8.690 262 260'-7 8.690 ,© M.E.P.CAD, Inc. 4AutoSPRlNK 2019 v15.1. 7/19/2019 10:15:11AM Paqe 5 Job Name: Treviso Remote Area Number: 1- 16'x16 SPACING Date: 7/19/2019 Node Number Elevation (Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 264 260-7 10.579 ,© M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1 .1 7/19/2019 10:15:11AM Page 6 Job Name: Treviso Remote Area Number: 1- 16'x16' SPACING Date: 7/19/2019 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as n nap.thiQ tnliia Fitting (Foot) Pt Friction (psi) Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) ______________ Friction(Pf) 101 260-1 4.9 13.00 (See Notes) 6" 150 7.039 ••...Route Sprinkler, T(3') ' 0.094407 0.217 258 260-7 13.00 0.8740 3-6 0.330 258 260-7 (See Notes) 8'9 150 7.152 Tr(1') 11 0.011471 256 260'-7 4.16 0.8740 9'-9 0.111 256 260'-7 13.10 % (See Notes) 4'9 150 7.264 Flow (q) from Route 2 T(3') 0.159467 254 260-7 17.26 0.8740 7-9 1.242 254 260'-7 (See Notes) 32'-2 150 8.506 5Tr(1'), E(4'), T(3') 12' 0.050087 250 260-7 9.23 0.8740 44'-2 2.212 250 260'-7 2.04 % (See Notes) 164 150 10.718 Flow (q) from Route 4 2E(4'), T(3') 0.072470 4.263 150 250-9 11.27 0.8740 26'-4 1.909 150 250'-9 5.82 (See Notes) 4'4 150 16.889 Flow (q) from Route 5 1(3') 0.156642 10 250-9 17.09 0.8740 7-4 1.144 10 250-9 9.01 1 (See Notes) 19,-11 150 18.033 Flow (q) from Route 3 ' EE(1'), 5E(5'), f(-0.000), 3Tr(1 ), f(-3.000), sCV(5'), cplg(i'), BASE OF RISER 36' 0.111326 2.963 7 243'-ll 26.10 1.1010 55-11 9.226 7 243'-li 1 6" 150 30.223 0.157716 0.217 500 243'-5 26.10 1.0250 6" 0.079 500 243-5 5.00 1 (See Notes) 5' 150 30.518 2E(2'-8) 5-5 0.218125 1.950 6 238'-11 31.10 1.0250 10'-5 2.268 6 238'-li 11/4 (See Notes) 25' 150 34.736 E(4'-6) 1.514 4-6 0.051253 5 238'-ll 31.10 1.3800 29-6 5 238'-ll 2 (See Notes) 165' 150 36.249 2E(7'-7), 2EE(3') 21'-2 0.007165 4 238'-ll 31.10 2.0670 186'-2 1.334 I, © M.E.P.CAD, Inc. gig AutoSPRINK 2019 v15. 1.9.0 1- 16x16' SPACING 7/19/2019 10:15:17AM Page 7 Job Name: Treviso Remote Area Number: 1- 16'x16' SPACING Date: 7/19/2019 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting!Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as nojfn,n uIiin Fitting (F Pt Friction Loss Per Unit Elev(Pe) Equiv. Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 4 238'-11 11/2 (See Notes) 88 120 37.583 3E(4-11), BFP(-13.138) 14'-10 0.029542 3 238'-11 31.10 1.6820 23'-6 13.832 3 238'-11 2 (See Notes) 10' 150 51.415 WMV(-0.127) 0.007165 2 238'-11 31.10 2.0670 10, 0.199 2 238'-11 2 (See Notes) 366 150 51.614 EE(3'), S ' 0.007165 -2.637 1 245' 31.10 2.0670 38'-6 0.276 0.00 49.253 Hose Allowance At Source Total(Pt) Route I 1 31.10 102 260-1 4.9 13.10 % (See Notes) 6" 150 7.146 '•••Route2'••'• Sprinkler, 1(3') 3' 0.095731 -0.217 256 260-7 13.10 0.8740 3'-6 0.335 7.264 Total(Pt) Route 2 260 260-7 0.17+8.84 % (See Notes) 12'-1 150 8.690 ••'•'Route3••'•• Flow (q) from Route 6 and 7 Tr(1) 2E(4) ' 0047869 4.119 156 251'-1 901 08740 21'-1 1.008 156 251-1 % (See Notes) 561 150 13.817 4E(4'), 61r(1'), 2T(3'), 2EE(1') 30' 0.047869 0.145 10 250'-9 9.01 0.8740 86-1 4.072 18.033 Total(Pt) Route 3 254 260-7 % (See Notes) 11-9 150 8.506 '.... Route 4..... 1(3) ' 0.038718 262 260-7 8.03 0.8740 0.184 262 260'-7 (See Notes) 34'9 150 8.690 Tr(1) 2E(4'), 4Tr(1'), T(3') 16' 0.037251 264 260'-7 7.86 0.8740 50'g 1.889 264 260'-7 % (See Notes) 36'2 150 10.579 3Tr(1), 21(3') 91 0.003068 250 260-7 2.04 0.8740 451-2 0.139 10.718 Total(Pt) Route 4 © M.E.P.CAD, Inc. #a AutoSPRINK 2019 05.1.9.0 1- 16'x16 SPACING 7/19/2019 10:15:17AM Page 8 Job Nme: Treviso Remote Area Number: 1- 16'x16' SPACING Date: 7/19/2019 Pipe Information _________ Node I Elev (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) _________ C Factor Total(Pt) Notes Fitting!Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as nng.thia uIi.a Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) ______________ Friction(Pf) 264 260'-7 2.04 % (See Notes) 68-9 150 10.579 ••... Route 5•••• Flow (q) from Route 4 4Tr(1'), 2E(4'), 5T(3') 27' 0.021374 4.263 150 250-9 5.82 0.8740 95-9 2.047 16.889 Total(Pt) Route 5 262 260'-7 % (See Notes) 6' T 150 8.690 Route 6..'.. T(3') Tr(1') ' t 0.000030 260 260-7 0.17 0.8740 10' 0.000 8.690 Total(Pt) Route 6 258 260'-7 4.16 % (See Notes) 27-3 T 150 7.152 ••••• Route 7.'... Flow (q) from Route I 2E(4'), 1(3') t 0.046249 260 260-7 8.84 0.8740 33'-3 1.538 8.690 Total(Pt) Route 7 © M.E.P.CAD, Inc. k AutoSPRINK 2019 v15. 1.9.0 1- 16x16 SPACING 7/19/2019 10:15:17AM Page 9 Job Name: Treviso Remote Area Number: 1- 16'xl6' SPACING Date: 7/19/2019 lEquivalent Pipe Lengths of Valves and Fittings (C1 Actual Inside Diameter \4.87 = Factor Value Of 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter) Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 900 cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 450 Elbow Eel 111/40 Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic fE 90° FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. Autos PRlNK 2019 v15.1.9.0 1- 16'x16 SPACING 7/19/2019 10:15:17AM Page 10 Hydraulic Calculations for Project Name: Treviso Location: Carlsbad, CA, Drawing Name: PLAN 4-DELTA 1 Design Remote Area Number: Remote Area Location: Occupancy Classification: Calculation Date: 7/19/2019 2- 18'x18' SPACING BEDROOM 3 Residential 0.050g pm/ft2 324.00ft2 (Actual 137.56ft2) 324.00ft2 Pendent 1 0 Pressure: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: No. of nozzles calculated: In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: 5.00 at Node: 500 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 22.00 @ 42.074 Type of System: 13D Volume of Dry or PreAction System: N/A Allowance at Source Hose (Safety Margin = 13.925 psi) for Node: I Date: 05/02/2019 Location: Poinsettia Lane Source: Carlsbad Municipal Water District Name of Contractor:ON GUARD FIRE PROTECTION Address: 6438 Arville Street, Las Vegas, NV 89118 Phone Number: 702-966-8021 Name of designer: TONY HARGROVE Authority Having Jurisdiction: Carlsbad Notes: Automatic peaking results Left: N/A Right: N/A M.E.P.CAD, Inc. AutoSPRlNK 2019 v15.1.9.0 2- 18'x18' SPAC 7/19/201910:17:15AM Page 1 111 [Hydra. Summary Job Number: 19-2G-08 Reoort Descrintion: Residential (2- 18'x18 SPACING) Job Job Number Design Engineer 19-20-08 TONY HARGROVE Job Namer State CertlflcatlonlUconsnNumber Treviso Address I AIIJ Carlsbad, CA Carlsbad Address 2 Job Site/Bedding Tract 10620 Address 3 Drawing Name PLAN 4-DELTA 1 System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Surlro 4.9 K-Factor 17.00 at 12.037 Residential Hose Allowance At Source Pressure Area of Application 0.00 0.050gpm/ft2 324.00ft2 (Actual 137.56ft2) Additional Hose Supplies Number OtSpnnklers Calculotec Number Of Nozzles Calculotet Coverage Per Sprinkler Node FIow(pm) 1 0 324 Hose At Node 500 5.00 AutoPeak Results: Pressure For Remote Areu)s) Adjacent To Most Remote Area Total Hose Streams 5.00 System Flow Demand Total Water Required (Including Hose Allowance) 22.00 22.00 MaAmom Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 9.09 between nodes 252 and 201 Maamum Velocity Under Ground 8.55 between nodes 6 and 500 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 54.30gal 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 56.000 41.000 I 3500.00 55.999 I 22.00 42.074 13.925 Contractor ComntractarNumbre Contact Name Contact Tide 950378 BOBBY TAVAKOLI OWNER Name of Contractor Phone Eutension ON GUARD FIRE PROTECTION 702-966-8021 Address I FAX 6438 Arville Street 702-987-1174 Address 2 E-mail Las Vegas, NV 89118 BOBBY@ONGUARDFP.COM Address 3 Web-SIte (,©M.E.P.CAD, Inc. AutoSPRlNK 2019 v15.1.9.0 7/19/2019 10:16:55AM Page 1 Hydraulic Graph Job Name: Treviso N 1.85 Remote Area Number: 2- 18'x18 SPACING Date: 7/19/2019 100 SWater upply [_Summary Sheet 90 Node: I 80- 70— 60 -Available. Supply static Pressure 56.000 CL 2.00 55.999 50— En 40H --- 2.00 42.074 3500.00 @ 41.000 30- System demand curve 20—-- 10 1,11111.i.i.i.i.i.iiiiii IIIIIlII lIIIIIII iiiiiirii nut Iii III III III I III I I I I I I 0700 1400 2100 2800 3500 4200 400 5600 aoo 7000 Flow - gpm 1&©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 7/19/2019 10:17:20AM Paqe2 qIsurnmary Of Outfiowing Devices I Job Number 19-20-06 1,©M.E.P.CAD, Inc. ill AutoSPRINK2019v15.1.9.O 7/19,2019 10:17:25AM Page Job Name: Treviso Remote Area Number: 2- 1 8'xl 8' SPACING Date: 7/19/2019 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 56.000 41.000 3500.00 55.999 22.00 42.074 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 245' Supply 42.074 22.00 201 260'-1 Sprinkler 12.037 17.00 500 243-5 27.945 5.00 2 238'-11 44.566 3 238'-11 44.611 4 238'-11 32.591 5 238'-11 31.888 6 238'-11 31.090 7 243'-11 Supply 27.692 10 250'-9 18.912 150 250-9 18.283 156 251'-1 17.578 250 260'-7 12.842 252 260'-7 12.363 254 260-7 13.075 260 260'-7 13.165 262 260-7 13.120 264 260-7 13.139 1,© M.E.P.CAD, Inc. 411 AutoSPRINK 2019 A 5. 1A 7/19/2019 10:17:30AM Paqe 5 Job Name: Treviso Remote Area Number: 2- 18'x18' SPACING Date: 7/19/2019 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Fixed Pressure Losses, when applicable, are added p directly to (Pt) and shown as nag.tiva ( Foot) Pt Friction Loss Per Unit (psi) Fitting Length) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Cl) Actual ID Total (Foot) Friction(Pf) 201 260-1 4.9 17.00 % (See Notes) 6" 150 12.037 1(3') ' 0.155074 -0.217 252 260'-7 17.00 0.8740 3'6 0.543 252 260'-7 (See Notes) 3'-2 150 12.363 T(3) 0077970 250 260'-7 1172 08740 6-2 0.479 250 260-7 % (See Notes) 15'-4 150 12.842 2E(4'), T(3') 11' 0.044712 4.263 150 250'-9 8.68 0.8740 26'-4 1.178 150 2509 3.69 3/4 (See Notes) 150 18.283 Flow (q) from Route 4 T(3) 3' 0086131 10 250'-9 1237 08740 0.629 10 250'-9 4.63 1 (See Notes) 191 11 150 18.912 Flow (q) from Route 2 ' EE(1'), 5E(5'), f(-0.000), 3Tr(1 ), f(-3.000), sCV(5'), cplg(1'), BASE OF RISER 36' 0.050373 2.963 7 243'-ll 17.00 1.1010 55-11 5817 7 243'-ll 1 60' 150 27.692 0.071363 0.217 500 243'-5 17.00 1.0250 6" 0.036 500 243'-5 5.00 1 (See Notes) 5 150 27.945 2E(2'-8) 65 0114981 1.950 6 238 11 2200 10250 105 1.195 6 238'-ll 11/4 (See Notes) 25' 150 31.090 E(4'-6) 4-6 0.027017 5 238'-ll 22.00 1.3800 29'-6 0.798 5 238'-ll 2 (See Notes) 165' 150 31.888 2E(7'-7), 2EE(3) 21'-2 0.003777 4 238 11 22.00 2.0670 186-2 0 703 4 238'-ll 11/2 (See Notes) 8'8 120 32.591 3E(4!-11), BFP( 11 654) 14'- 10 0.015573 3 238 11 2200 1.6820 23'-6 12.020 3 238'-ll 2 (See Notes) 10' 150 44.611 WMV(-0.083) 0.003777 2 238'-ll 22.00 2.0670 —j -0.045 , © M.E.P.CAD, Inc. I AutoSPRINK 2019 v15.1.9.0 2- 18x18 SPACING 7/19/2019 10:17:35AM Page 6 Job Name: Treviso Remote Area Number: 2- 18'x18' SPACING Date: 7/19/2019 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID _ Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) ______________ Friction(Pf) 2 238'-ll 2 (See Notes) J 366 150 1 44.566 1 I EE(3'), S ' 0.003777 t -2.637 1 245' 22.00 2.0670 38'-6 1 0.145 0.00 42.074 Hose Allowance At Source Total(Pt) Route I 1 22.00 260 260-7 3.08+1.55 % (See Notes) 12'l 150 13.165 ••••• Route 2•"•• Flow (q) from Route 3 and 5 Tr(1), 2E(4') 9' 0.013975 4.119 156 251-1 4.63 0.8740 21'-1 0.294 156 251'-1 (See Notes) 55'l 150 17.578 4E(4'), 6Tr(1'), 2T(3), 2EE(1') 30 0.013975 0.145 10 250-9 4.63 0.8740 85'-1 1.189 18.912 Total(Pt) Route 2 252 260'-7 11.72 (See Notes) 29' 150 12.363 ••••• Route 3•"•• Flow (q) from Route I 4Tr(1'), E(4'), 1(3') ill 0.017809 254 260'-7 5.28 0.8740 40' 0.712 254 260-7 % (See Notes) 11 9 150 13.075 1(3') 0.009346 262 260-7 3.72 0.8740 0.044 262 260'-7 % (See Notes) 150 13.120 Tr(1') 1' 0.006562 260 260'-7 3.08 0.8740 0.046 13.165 Total(Pt) Route 3 262 260'-7 % (See Notes) 34-9 150 13.120 Route 4.'... 1(3') 2E(4'), 4Tr(1'), 1(3') 18' 0.000368 264 260'-7 0.65 0.8740 52'-9 0.019 264 260'-7 3.04 % (See Notes) 68'9 150 13.139 Flow (q) from Route 6 4Tr(1'), 2E(4'), 5T(3') 27' 0.009195 4.263 150 250'-9 3.69 0.8740 95-9 0.881 18.283 Total(Pt) Route 4 254 260'-7 3.72 % (See Notes) 35-9 150 13.075 ''' Route 5••••• Flow (q) from Route 3 2Tr(1'), 2E(4), 1(3') 13' 0.001853 260 260-7 1.55 0.8740 48'-9 0.090 , © M.E.P.CAD, Inc. 411 AutoSPRINK 2019 05.1.9.0 2- 18x18 SPACING 7/19/2019 10:17:35AM Page 7 Job Name: Treviso Remote Area Number: 2- 18'x18' SPACING Date: 7/19/2019 Pipe Information Elevi Flow added Fittings& Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting!Device (Equivalent __ Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit (psi) when applicable, are added Total (Foot) (Q) (Foot) (Foot) Friction(Pf) directly to (Pt) and shown as fltW9 _____________ 13.165 ]_Total(Pt) Route 5 250 260-7 (See I 36'-2 150 12.842 .... Route6 00000 Notes) io' T(3') 264 260-7 3.04 0.8740 0.006433 4Tr(1'), T(3) 1 46-2 0.297 13.139 Total(Pt) Route 6 r, © M.E.P.CAD, Inc. AutoSPRINK 2019 05.1.9.0 2- 18x18 SPACING 7/19/2019 10:17:35AM Page 8 Job Nme: Treviso Remote Area Number: 2- 18'x18' SPACING Date: 7/19/2019 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) I jc Value Multiplier Actual Inside Diameter 4.87 = Factor Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter) ° Multiplying Factor 0.713 1.16 1.33 1.51 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 DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/ Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic 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 SEx Seismic Flex Spr Sprinkler St Strainer I Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap - , © M.E.P.CAD, Inc. 711 AutoSPRlNK 2019 v15.1.9.0 2- 18x18 SPACING 7/19/2019 10:17:35AM Page 9 Hydraulic Calculations for Project Name: Treviso Location: Carlsbad, CA,, Drawing Name: PLAN 4-DELTA 1 Design Remote Area Number: Remote Area Location: Occupancy Classification: Calculation Date: 7/19/2019 3- 1&x16' SPACING GREAT ROOM Residential Pressure: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: 0.050gpm/ft2 512.00ft2 (Actual 183.05ft2) 256. 00ft2 Pendent 2 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: I Type: 5.00 at Node: 500 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 31.45@46.857 Type of System: 13D Volume of Dry or PreAction System: N/A Allowance at Source Hose (Safety Margin = 9.141 psi) for Node: 1 Date: 05/02/2019 Location: Poinsettia Lane Source: Carlsbad Municipal Water District Name of Contractor:ON GUARD FIRE PROTECTION Address: 6438 Arville Street, Las Vegas, NV 89118 Phone Number: 702-966-8021 Name of designer: TONY HARGROVE Authority Having Jurisdiction: Carlsbad Notes: Automatic peaking results Left: N/A Right: N/A l&© M.E.P.CAD, Inc. FAutoSPRlNK 2019 v15.1.9.0 3- 16'x16' SPA( 7/19'201910:18:03AM Page 1 I IN [Hydraulic Summary Li Job Number: 19-20-08 Renort Descrintion: Residential (- 18'xlA SPACIN( Job Job Number 19-20-08 Design Engineer TONY HARGROVE Job Name,State CertdicaliortltJcenseNumber Treviso Address 1 AF-IJ Carlsbad, CA I Carlsbad Address 2 2 Job Site/Building Tract 10620 Address 3 Drawing Name PLAN 4-DELTA 1 System j,Remole Areás) Most Demanding Sprinkler Data i Occupancy Job Safl,a 4.9 K-Factor 13.00 at 7.039 Residential Hose Ajiowance At Source Pressure Area 01 Application 0.00 0.o5ogpm/ft2 512.00ft2 (Actual 183.05ft2) Additional Hose Supplies No,r,berOtSpnnklers Cotwdatec Nunrbee Of Nowdes Calcclateo Coverage Per Sprinkler Flow 2 0 256.00ft2 Hose At Node 500 5.00 AuloPeak Results: Pressure For Remote Area(s) Ad(acmrt To Most Remote Area Total Hess Streams 5.00 System Flow Dereond Total Water Required (including Hose Allowance) 31.45 31.45 Maramum Pressure Unbalance In Loops 0.000 Maderuer Velocity Above Ground 12.23 between nodes 6 and 500 Maximum Velocity Under Ground 12.23 between nodes 6 and 500 Volume capacity of Wet Pipes Volume capasly of Dry Pipes 54.30ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ gpm) (psi) @ (gpm) (psi) (psi) I Water Supply 56.000 41.000 I 3500.00 55.998 I 31.45 46.857 9.141 Contractor CoeyactonNurnbm ContactNanre Conlaclfille 950378 BOBBY TAVAKOLI OWNER Name of Contract— Phone Extension ON GUARD FIRE PROTECTION 702-966-8021 Address I FAX 6438 Arville Street 702-987-1174 Address 2 E-mail Las Vegas, NV 89118 BOBBY@ONGUARDFP.COM Address 3 Web.Slte , © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 7/19/2019 10:18:41AM Page 1 Hydraulic Graph Job Name: Treviso N 1.85 Remote Area Number: 3- 16x16 SPACING Date: 7/19/2019 100 f Water ui1 Summary Sheet 90 Node: I 80- 70— 60 —Available Supply Static Pressure 56.000 31 .45 5598 1.45t46.857 50- Cn 40 3500.00 41.000 30--. System demand curve 20- 10 0'••.LI.l.LI.I.l.IIIIIIII 111111111 IllIltill 11111 II I 11111 I I I I I I I I I I I I I I I I I I I I I I 0700 '400 2100 2500 3500 4200 oo 5600 oo 7000 Flow - gpm 1&©M.E.P.CAD, Inc. IN AutoSPRINK 2019 v15.1.9.0 7/19/2019 10:18:08AM Page 2 9c 8C 7C 30 20 10 Hydraulic Graph N 1.85 Date: 7/19/2019 BASE öFRISER Summary Sheet vaiIabIe Supply Static Pressure 56.000 6.45 t55,998 0041.000 ________ 6.45 27.623 System demand curve OO 3500 4200 4900 5600 6300 7000 Flow - gpm ,©M.E.P.CAD, Inc. 91 AutoSPRINK 2019 v1 5.1.9.0 7/19/2019 10:18:08AM Paqe3 6C (n 0 5C Cl- 4C Job Name: Treviso Remote Area Number: 3- 16'x16 SPACING 100 4Summary_Of Outfi Job Number: 19-20-08 Iowing Devices Report Description: Residential (3- 16x16 SPACING) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 301 13.00 13.00 4.9 7.039: Sprinkler 302 13.45 13.00 4.9 7.529 Hose 500 5.00 5.00 0 27.920 c Most Demanding Sprinkler Data f, © M.E.P.CAD, Inc. ill AutoSPRINK 2019 v1 5.1.9.0 7/19/2019 10:18:13AM Page 4 Jab Name: Treviso Remote Area Number: 3- 1 6'xl 6' SPACING Date: 7/19/2019 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 56.000 41.000 3500.00 55.998 31.45 46.857 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 245 Supply 46.857 31.45 301 250 Sprinkler 7.039 13.00 302 250 Sprinkler 7.529 13.45 500 243'-5 27.920 5.00 2 238-11 49.212 3 238-11 49.003 4 238-11 35.091 5 238-11 33.730 6 238'-11 32.185 7 243'-11 Supply 27.623 10 250'-9 15.279 150 250-9 13.686 152 250'-9 8.272 154 250'-9 8.272 156 251'-1 13.216 250 260'-7 8.548 254 260'-7 8.540 260 260-7 8.622 262 260-7 8.528 .,© M.E.P.CAD, Inc. !ØAutoSPRlNK 2019 v15.1.! 7/19/2019 10:18:18AM Page 5 Job Name: Treviso Remote Area Number: 3- 1 6'xl 6' SPACING Date: 7/19/2019 Node Number Elevation (Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 264 260-7 7.177 © M.E.P.CAD, Inc. 4. 1 AutoSPRINK 2019 v15.1. 7/19/2019 10:18:18AM Page 6 Job Fame: Treviso Remote Area Number: 3- 16'x16' SPACING Date: 7/19/2019 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as n01J.tnla Fitting (Foot) Pt Friction (psi) Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pt) 301 250' 4.9 13.00 % (See Notes) 9'-6 150 7.039 " Route 1 Sprinkler, E(4'), T(3') ' 0.094407 -0.325 152 250'-9 13.00 0.8740 16'-6 1.558 152 250'-9 0.06 % (See Notes) 44'10 150 8.272 Flow (q) from Route 2 31(3'), 31r(1') 12' 0.095209 150 250-9 13.06 0.8740 56'-10 5.414 150 250'-9 7.39 % (See Notes) 4'4 150 13.686 Flow (q) from Route 4 T(3') 0.218238 10 250'-9 20.45 0.8740 7-4 1.594 10 250-9 6.00 1 (See Notes) 191 11 150 15.279 Flow (q) from Route 3 EE(1'), 5E(5'), f(-0.000), 3Tr(1 f(-3.000), sCV(5'), cplg(1'), BASE OF RISER 36' 0.114079 2.963 7 243'-11 26.45 1.1010 55-11 9.380 7 243'-11 1 6" 150 27.623 0.161616 0.217 500 243-5 26.45 1.0250 6" 0.081 500 243'-5 5.00 1 (See Notes) 5' 150 27.920 2E(2L8) 5-5 0.222648 1.950 6 238'-11 31.45 1.0250 0 -5 1' 2.315 6 238'-11 11/4 (See Notes) 25' 150 32.185 E(4'-6) 4-6 0.052316 5 238'-11 31.45 1.3800 29'-6 1.545 5 238'-11 2 (See Notes) 165' 150 33.730 2E(7'-7), 2EE(3') 21'-2 0.007314 4 238'-11 31.45 2.0670 186'-2 1.361 4 238'-11 11/2 (See Notes) 8'8 120 35.091 3E(4'-11), BFP(-13.204) 14'-lO 0.030155 3 238-11 31.45 1.6820 23-6 13.912 3 238'-11 2 (See Notes) 10' 150 49.003 WMV(-0.136) 0.007314 2 238'-11 31.45 2.0670 10' 0.209 2 238-11 2 (See Notes) 356 150 49.212 EE(3'), S 3' 0.007314 -2.637 1 245' 31.45 2.0670 38'-6 0.282 1, © M.E.P.CAD, Inc. AutoSPRINK 2019 05.1.9.0 3- 16x16' SPACING 7/1912019 10:18:24AM Page 7 Job Name: Treviso Remote Area Number: 3- 16'x16 SPACING Date: 7/19/2019 Pipe Information Elev i Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID IDevices (Foot) Fitting/Device (Equivalent (q) Equiv Length) Fixed Pressure Losses Fitting 'F 001 Pf Friction El v'P e e, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit (psi) when applicable are added Total (Foot) (Q) Friction(Pt) directly to (Pt) and shown as 2 npntiup unit in 0.00 46.857 Hose Allowance At Source Total(Pt) Route I 1 31.45 302 250 4.9 13.45 (See Notes) 3'-8 150 7.529 '•'• Route 2'•••' Sprinkler, E(4), T(3') 7' 0.100475 -0.325 154 250'-9 13.45 0.8740 10'-8 1.068 154 250'-9 (See Notes) 11 1 150 8.272 T(3) 1(3') 6' 0.000004 152 250'-9 0.06 0.8740 7'l 0.000 8.272 Total(Pt) Route 2 260 260'-7 4.54 +1.46 % (See Notes) 12'-1 150 8.622 ''• 'Route 3'''•' Flow (q) from Route 6 and 7 Tr(1'), 2E(4) 9' 0.022561 4.119 156 251-1 6.00 0.8740 21'-1 0.475 156 251'-1 % (See Notes) 55'l 150 13.216 4E(4), 6Tr(1'), 2T(3'), 2EE(1') 30 0.022561 0.145 10 250'-9 6.00 0.8740 85'-1 1.919 15.279 Total(Pt) Route 3 154 250'-9 0.06 3/4 (See Notes) 22'-9 150 8.272 •••'• Route 4...'. Flow (q) from Route 2 2E(4'), Tr(1) .099652 0.099652 -9 -4.263 264 260-7 13.39 0.8740 31'g 3.168 264 260-7 (See Notes) 361 2 150 7.177 Tr(1') 31r(1'), 2T(3) 0.029723 250 260-7 6.96 0.8740 46-2 1.372 250 260'-7 0.43 (See Notes) 164 150 8.548 Flow (q) from Route 5 2E(4), 1(3) j' 0.033195 4.263 150 250-9 7.39 0.8740 26'-4 0.874 13.686 Total(Pt) Route 4 264 260'-7 3/4 (See Notes) 34'-9 150 7.177 '"' Route 5•''•' T(3') 4Tr(1'), 2E(4), 1(3') 18' 0.025633 262 260'-7 6.43 0.8740 52'-9 1.351 262 260'-7 (See Notes) 11 9 150 8.528 1(3') ' 0.002650 254 260'-7 1.88 0.8740 0.013 © M.E.P.CAD, Inc. Oil AutoSPRlNK 2019 v15.1.9.0 3- 16'x16 SPACING 7/19/2019 10:18:24AM Page 8 Job' Niame: Treviso Remote Area Number: 3- 16'x16' SPACING Date: 7/19/2019 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as . nag_iwo niiip Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 254 260-7 3/4 (See Notes) 32'2 150 8.540 T(3') 5Tr(1'), E(4'), 1(3') 15 0.000171 250 260'-7 0.43 0.8740 47'-2 0.008 8.548 Total(Pt) Route 5 262 260-7 1.88 (See Notes) 150 8.528 ••••• Route 6 ..... Flow (q) from Route 5 Tr(1) 1. 0.013487 260 260'-7 4.54 0.8740 0.094 8.622 Total(Pt) Route 6 254 260'-7 (See Notes) 36-9 150 8.540 ' Route 7 ..... 2Tr(1 ), 2E(4'), 1(3') 14' 0.001644 Tr(1') 260 260-7 1.46 0.8740 49-9 0.082 8.622 Total(Pt) Route 7 , © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 3- 16x16 SPACING 7/19/2019 10:18:24AM Page 9 Job Name: Treviso Remote Area Number: 3- 16x16' SPACING lEqoivalent Pipe Lengths of Valves and Fittings (C12O only) / Actual Inside Diameter 4.87 =Factor Schedule 40 Steel Pipe Inside Diameter/ Date: 7/19/2019, C Value OfC 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1,51 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 DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/4 Elbow Ee2 22h/2 Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SEx Seismic Flex Spr Sprinkler St Strainer I Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ,,©M.E.P.CAD, Inc. AutoSPRlNK2O19v15.1.9.0 3- 16x16' SPACING 7/19/2019 10:18:24AM Page 10 Hydraulic Calculations for Project Name: Treviso Location: Carlsbad, CA, Drawinq Name: PLAN 4-delta 1 Design Remote Area Number: Remote Area Location: Occupancy Classification: Calculation Date: 6/25/2019 1- 16'x16 SPACING BEDROOM 2 Residential Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: 0.050gpm/ft2 512.00ft2 (Actual 149.20ft2) 256.00ft2 Pendent 2 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: 5.00 at Node: 500 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 31.1049.253 Type of System: 13D Volume of Dry or PreAction System: N/A Allowance at Source Hose for Node: 1 Date: 05/02/2019 Location: Poinsettia Lane Source: Carlsbad Municipal Water District Name of Contractor:ON GUARD FIRE PROTECTION Address: 6438 Arville Street, Las Vegas, NV 89118 Phone Number: 702-966-8021 Name of designer: OSCAR GARCIA Authority Having Jurisdiction Carlsbad Notes: Automatic peaking results Left: N/A Right: 48.259 FPR20I9-0111 1649 ARTEMISIA CT TREVISO - AS-BUILTS FOR PLAN 4 / LOT 501 MODEL HOME SPRINKLER 2150530250 7/22/2019 FPR20I9-0111 I&© M.E.P.CAD, Inc. 4AutoSPRlNK 2018 04.3.10.0 1- 16'x16' SPA' 6/25/201911:00:53AM Page 1 1HydrauIic Summary Job Number: 19-20-0 Reoort Descriotion: Residential (1- 16'x16' SPACING) Job Job Number 19-20-08 Design Engineer OSCAR GARCIA Job Name. Treviso State CortrficattorVtJceese Numbm Address 1 Carlsbad, CA AHJ Carlsbad Address 2 Job Sitelbuilding Tract 10620 Address 3 Drawing Name PLAN 4-delta 1 System Remote Area(s) Most Demanding Sprinkler Data 4.9 K-Factor 13.00 at 7.039 Occupancy Residential Job Suttlo Hose Allowance At Source 0.00 Density 0.050gpm/ft2 Area of Application 512.00ft2 (Actual 149.20ft2) Additional Hose Supplies Node Hose At Node 500 Flow(gpm) 5.00 Number 01 Sprinklers Calculated 2 Coverage Per Sprinkler 256.0oft2 AatoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Right: 48.259 - Total Hose Streams 5.00 System Flow Demand 31.10 Total Water Required (Including Hose dJlowonco) 3 1. 10 Maomum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 12.09 between nodes 6 and 500 Maximum Velocity Under Ground 12.09 between nodes 6 and 500 Volume capacity of Wet Pipes 54.30ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow @ (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 1 WaterSupply 56.000 41.000 I 3500.00 55.998 I 31.10 49.253 6.745 Contractor Contractor Number 950378 Contact Name BOBBY TAVAKOLI Contact flue OWNER Name of Contractor: ON GUARD FIRE PROTECTION Phone 702-966-8021 Extension Address 1 6438 Arville Street FAX 702-987-1174 Address 2 Las Vegas, NV 89118 E-mail BOBBY@ONGUARDFP.COM Address 3 Web.Site , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.10.0 6/25/2019 11:01:53AM Page 1 0700 1400 2411 2800 3500 4200 4900 Flow - gpm 5600 6300 7000 Hydraulic Graph N 1.85 Date: 6/25/2019 Water Supply Summary Sheet Node: 1 -Static Pressure 56.000 31 1055.8 - ?1,10 g 49,25 Available. Supply— 3500.00 © 41.000 System demand curve ....I1III1.1. .l.I.I.IIIIIIl iiiijiiii iiiiiipi iiiii Ii II I I I I I I I I I I I I I I I I I I I I I I I I I ,© M.E.P.CAD, Inc. 113 AutoSPRINK 2018 04.3.10.0 6/25/2019 11:01:19AM Paqe 2 90 8C vie 30 20 ice Job Name: Treviso Remote Area Number: 1- 16x16 SPACING 100 60 (0 5C 4C 0 40 F Summary Of Outfi Job Number: 19-20-08owing Devices Report Description: Residential (1- 16'x16 SPACING) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) r Sprinkler 101 13.00 13.00 4.9 7.039 Sprinkler 102 13.10 13.00 4.9 7.146 Hose 500 5.00 5.00 0 30.518 c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. 41IAutoSPRINK201804.3.10.0 6/25/2019 11:01:22AM Page 4 Job Name: Treviso Remote Area Number: 1- 16'x16' SPACING Date: 6/25/2019 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 56.000 41.000 3500.00 55.998 31.10 49.253 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 245 Supply 49.253 31.10 101 260-1 Sprinkler 7.039 13.00 102 260-1 Sprinkler 7.146 13.10 500 243-5 30.518 5.00 2 238-11 51.614 3 238-11 51.415 4 238-11 37.583 5 238-11 36.249 6 238-11 34.736 7 243-11 Supply 30.223 10 250-9 18.033 150 250-9 16.889 156 251-1 13.817 250 260-7 10.718 254 260-7 8.506 256 260-7 7.264 258 260-7 7.152 260 260-7 8.690 F2627260-7 8.690 &©M.E.P.CAD, Inc. 1AutoSPRlNK2018v14.3. 6/25/2019 11:01:27AM Paqe5 Job Name: Treviso Remote Area Number: 1- 16'x16' SPACING Date: 6/25/2019 Node Number Elevation (Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 264 260-7 10.579 (&© M.E.P.CAD, Inc. AutoSPRINK 2018 04.3: 6/25/2019 11:01:27AM Paqe 6 Job Name: Treviso Remote Area Number: 1- 16'x16' SPACING Date: 6/25/2019 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step q) Nominal ID Devices Fittings& E Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses when applicable, are added directly to (Pf) and shown as p np1tiwa Fitting (Foot' ' Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 iev 2 (Foot) Total Flow Actual ID Total (Foot) ______________ Friction(Pf) 101 260-1 4.9 13.00 3/4 (See Notes) 6" 150 7.039 Route I Sprinkler, 1(3) 0094407 -0.217 258 2607 1300 08740 36 0.330 258 260-7 (See Notes) 8'9 150 7.152 Tr(1') 1' 0.011471 256 260-7 4.16 0.8740 0.111 256 260-7 13.10 (See Notes) 4'9 150 7.264 Flow (q) from Route 2 T(3') 0.159467 254 260-7 17.26 0.8740 1.242 254 260'-7 (See Notes) 32'2 150 8.506 5Tr(1) E(4) 1(3) 12 0050087 250 260W 923 08740 44'-2 2.212 250 260-7 2.04 3/4 (See Notes) 164 150 10.718 Flow (q) from Route 4 2E(4), 1(3') 0.072470 4.263 150 250-9 11.27 0.8740 26-4 1.909 150 250-9 5.82 (See Notes) 4'4 150 16.889 Flow (q) from Route 5 T(3') 0.156642 10 250-9 17.09 0.8740 1.144 10 250-9 9.01 1 _ (See Notes) 191 11 150 18.033 Flow (q) from Route 3 ' EE(1'), 5E(5), f(-0.000), 31r(1 ), f(-3.000), sCV(5'), cplg(1'), BASE OF RISER 36' 0.111326 2.963 7 243-11 26.10 1.1010 55-11 9.226 7 243-11 1 6" 150 30.223 0.157716 0.217 500 243-5 26.10 1.0250 6" 0.079 500 243-5 5.00 1 (See Notes) 5' 150 30.518 2E(2'-8) 5-5 0.218125 1.950 6 238-11 31.10 1.0250 10-5 2.268 6 238-11 11/4 (See Notes) 25' 150 34.736 E(4'-6) 4'-6 0051253 5 238 11 3110 13800 296 1.514 5 238-11 2 (See Notes) 165' 150 36.249 2E(7'-7), 2EE(3') 21-2 0.007165 4 238-11 31.10 2.0670 186-2 1.334 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.10.0 1- 16'x16' SPACING 6/25/2019 11:01:31AM Page 7 Job Name: Treviso Remote Area Number: 1- 16'x16 SPACING Date: 6/25/2019 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a "ejat" value Fitting F Pf Friction Loss Per Unit (psi ) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 4 238'-11 11/2 (See Notes) 8'8 120 37.583 3E(4'-11), BFP(-13.138) 14-10 0.029542 3 238-11 31.10 1.6820 23-6 13.832 3 238-11 2 (See Notes) 10' 150 51.415 WMV(0 127) 10,0007165 2 238'-11 3110 20670 0.199 2 238-11 2 (See Notes) 35-6 150 51.614 EE(3'), S ' 0.007165 -2.637 1 245 31.10 2.0670 38-6 0.276 0.00 49.253 Hose Allowance At Source Total(Pt) Route 1 1 31.10 102 260-1 4.9 13.10 3/4 (See Notes) 6" 150 7.146 ••'•Route 2••••• Sprinkler T(3') 3 0.095731 -0.217 256 260'-7 13.10 0.8740 3-6 0.335 7.264 Total(Pt) Route 2 254 260-7 3/4 (See Notes) 1-9 150 8.506 9 ''' Route 3•' T(3') 0.038718 262 260-7 8.03 0.8740 0.184 262 260-7 3/4 (See Notes) 6' 150 8.690 T(3') Tr(1') 0.000030 260 260-7 0.17 0.8740 10, 0.000 260 260-7 8.84 3/4 (See Notes) 12'1 150 8.690 Flow (q) from Route 6 Tr(1) 2E(4) 9' 0047869 4.119 156 251'-1 901 08740 2V-1 1.008 156 251-1 (See Note(;) 551 150 13.817 4E(4) 61r(1) 21(3) 2EE(1) 30' 0.047869 0.145 10 250'-9 9.01 0.8740 86-1 4 072 18.033 Total(Pt) Route 3 262 260-7 3/4 (See Notes) 34'9 150 8.690 • • Route 4.. Tr(1') 2E(4'), 4Tr(1'), T(3') 16' 0.037251 264 260-7 7.86 0.8740 50'9 1.889 ., © M.E.P.CAD, Inc. 411 AutoSPRiNK 2018 04.3.10.0 1- 16'x16' SPACING 6/25/2019 11:01:31AM Page 8 Job Name: Treviso Remote Area Number: 1- 16'x16 SPACING Date: 6/25/2019 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices E quiv. Length (Foot) Length 00t) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit Total (ps Elev(Pe) Node 2 Elev 2 (Foot' Total Flow Actual ID (Foot) _______________ Friction(Pf) 264 260-7 3/4 (See Notes) 362 150 10.579 3Tr(1) 2T(3) 9. 0.003068 250 260W 2.04 08740 46-2 0.139 10.718 Total(Pt) Route 4 264 260'-7 2.04 (See Notes) 68-9 150 10.579 .... Route 5• Flow (q) from Route 4 4Tr(1'), 2E(4'), 5T(3') 27' 0.021374 4.263 150 250-9 5.82 0.8740 2.047 16.889 Total(Pt) Route 5 258 260-7 4.16 3/4 (See Notes) 22-3 150 7.152 Route 6 ..... Flow (q) from Route I 2E(4'), T(3') ill 0.046249 260 260'-7 8.84 0.8740 1.538 33'-3 8.690 Total(Pt) Route 6 f, © M.E.P.CAD, Inc. 4 AutoSPRINK 2018 04.3.10.0 1- 16x16 SPACING 6/25/2019 11:01:31AM Page 9 Job Name: Treviso Remote Area Number: 1- 16x16 SPACING Date: 6/25/2019 lEauwalent Pioe Lenoths of Valves and Eittinq (C120 only) Value Actual Inside Diameter 4.87 = ( Factor Value Of c 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter) Multiplying Factor 0.713 1.16 1.33 1.51 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 DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/40 Elbow Ee2 221/ Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap f, © M.E.P.CAD, Inc. 11 AutoSPRINK 2018 04.3.10.0 1- 16x16 SPACING 6/25/2019 11:01:31AM Page 10 Hydraulic Calculations for Project Name: Treviso Location: Carlsbad, CA, Drawinq Name: PLAN 4-delta 1 Design Remote Area Number: Remote Area Location: Occupancy Classification Calculation Date: 6/25/2019 2- 18'x18' SPACING BEDROOM 3 Residential Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: 0.050gpm/ft2 324.00ft2 (Actual 1 37.56ft2) 324.00ft2 Pendent In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: I Type: 5.00 at Node: 500 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 22.0042.121 Type of System: 13D Volume of Dry or PreAction System: N/A Allowance at Source Hose for Node: 1 Date: 05/02/2019 Location: Poinsettia Lane Source: Carlsbad Municipal Water District Name of Contractor:ON GUARD FIRE PROTECTION Address: 6438 Arville Street, Las Vegas, NV 89118 Phone Number: 702-966-8021 Name of designer: OSCAR GARCIA Authority Having Jurisdiction Carlsbad Notes: Automatic peaking results Left: N/A Riqht: N/A &© M.E.P.CAD, Inc. 4AutoSPRlNK 2018 v14.3.10.0 2- 18'x18' SPA 6/25/201911:02:2IAM Page 1 I ~r i Hydraulic Summary Job Number: 19-20-08 ReDort Descriotion: Residential (2- 18 x18 SPACING) Job Job Number 19-20-08 Design Engineer OSCAR GARCIA Job Name: Treviso Stare Certification/License Number Address I Carlsbad, CA AHJ Carlsbad Address 2 Job SitelBuilding Tract 10620 Address 3 Oresing Name PLAN 4-delta 1 System Remote A&a(s) Most Demanding Sprinkler Data 4.9K-Factor 17.00 at 12.037 Oosoponcy Residential Job Soltio Hose Altowance At Source 0.00 Density 0.050gpmlft2 dana of Application 324.00ft2 (Actual 137.56ft2) Additional Hose Supplies Node Hose At Node 500 Flow(gpm) 5.00 Number Of Sprinklers Calculated 1 Coverage Per Sprinkler 324.00ft2 AutoPeak Results Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 5.00 System Flow Demand 22.00 Total Water Required Including Hose Allowance) 22.00 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 9.09 between nodes 252 and 201 Mertrrrurrr Velocity Under Ground 8.55 between nodes 6 and 500 Volume capacity of Wet Pipes 54.30ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow @ (gpm) Available (psi) @ Total Demand (gpm) Required (psi) Safety Margin (psi) 1 WaterSupply 56.000 41.000 I 3500.00 1 55.999 I 22.00 42.121 13.878 Contractor Contractor Number 950378 Conrnct Name BOBBY TAVAKOLI Contact Title OWNER Name of Contractor: ON GUARD FIRE PROTECTION Phone 702-966-8021 Extension Address I 6438 Arville Street FAX 702-987-1174 Address 2 Las Vegas, NV 89118 E-mail BOBBY@ONGUARDFP.COM Address 3 Web-Sit, ©M.E.P.CAD, Inc. AutoSPRINK201804.3.10.0 6/25/2019 11:02:09AM Page 1 7000 5600 6300 2800 4200 3500 4900 Flow - gpm Hydraulic Graph N 1.85 Date: 6/25/2019 Water Supply Summary Sheet Node: 1 - Available. Supply— Static Pressure 56.000 2.00 55.999 22.00 42.12 3500.00@41000 System demand cue ill IIIIIIii iiiiiiii irlillili 11111 ii ill ii ii I I I I 9c 8C 7C 30 20 06 Job Name: Treviso Remote Area Number: 2- 18'x18' SPACING 100 ,©M.E.P.CAD, Inc. 411 AutoSPRINK2018v14.3.10.0 6/25/2019 11:02:26AM Page2 6C 0 4C Summary Of Outflowinq Devices I Job Number 192008 I Report Description: Residential (2- 18x18 SPACING) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) c Sprinkler 201 17.00 17.00 4.9 12.037 Hose 500 5.00 5.00 0 27.991 c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 6/25/2019 11:02:30AM Page 4 Job Name: Treviso Remote Area Number: 2- 18'x18' SPACING Date: 6/25/2019 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 56.000 41.000 1 3500.00 55.999 22.00 42.121 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 245 Supply 42.121 22.00 201 260-1 Sprinkler 12.037 17.00 500 243-5 27.991 5.00 2 238-11 44.612 3 238-11 44.658 4 238-11 32.638 5 238-11 31.934 6 238-11 31.137 7 243-11 Supply 27.739 10 250-9 18.958 150 250-9 18.332 156 251-1 17.612 250 260-7 12.904 252 260-7 12.363 254 260-7 13.102 260 260-7 13.195 262 260-7 13.150 264 260-7 13.178 © M.E.P.CAD, Inc. 411 AutoSPRINK 2018 04.3: 6/25/2019 11:02:34AM Paqe 5 Job Name: Treviso Remote Area Number: 2- 18'x18' SPACING Date: 6/25/2019 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as . nagptiug IpIIIn Fitting F Pt Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 201 260-1 4.9 17.00 3/4 (See Notes) 6" 150 12.037 • T(3) 0155074 -0.217 252 260'-7 1700 08740 T-6 0.543 252 260-7 3/4 (See Notes) 3-2 150 12.363 Tr(1'),T(3') 0.075767 250 260-7 11.54 0.8740 7'2 0.542 250 260-7 (See Notes) 154 150 12.904 2E(4), 1(3) 11' 0.044227 4.263 150 250-9 8.63 0.8740 26-4 1.165 150 250-9 3.71 3/4 (See Notes) 4'4 150 18.332 Flow (q) from Route 3 T(3) 0085768 10 250'-9 1234 08740 0.626 10 250-9 4.66 1 (See Notes) 191 11 150 18.958 Flow (q) from Route 2 EE(1) 5E(5) f(0000) 31r(1 f(-3.000), sCV(5'), cplg(1'), BASE _OF_RISER 36' 0050373 2.963 7 243 11 1700 11010 56- 11 5.817 7 243-11 1 6 150 27.739 0.071363 0.217 500 243'-5 17.00 1.0250 6" 0.036 500 243-5 5.00 1 (See Notes)5-5 5' 150 27.991 2E(2'-8) 0.114981 1.950 6 238-11 22.00 1.0250 10'-5 1.195 6 238-11 1/4 (See Notes) 25' 150 31.137 E(4-6) 4-6 0.027017 5 238-11 22.00 1.3800 29-6 0.798 5 238-11 2 (See Notes) 165' 150 31.934 2E(7' 7) 2EE(3) 21-2 0.003777 4 238 11 22.00 2.0670 186'-2 0.703 4 238-11 11/2 (See Notes) 8'8 120 32.638 3E(4'-11), BFP(-11.654) 14-10 0.015573 3 238'-ll 22.00 1.6820 23-6 12.020 3 238-11 2 (See Notes) 10' 150 44.658 WMV(-0.083) 0.003777 2 238-11 22.00 2.0670 10' -0.045 &© M.E.P.CAD, Inc. AutoSPRlNK 2018 v1 4.3.10.01 2- 18'x18 SPACING 6/25/2019 11:02:38AM Page 6 Job Name: Treviso Remote Area Number: 2- 18'x18' SPACING Date: 6/25/2019 Pipe Information N Node El i e (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices E Length (Foot) Length (Foot) C Factor Notes Total(Pt) Fitting/Device (Equivalent Length) Elev(Pe) Fixed Pressure Losses _______________ when applicable, are added Friction(Pf) directly to (Pf) and shown as Equiv. Fitting (Foot)Pf Friction Loss Per Unit '' Node 2 Elev 2 'Foot' Total Flow Actual ID Total (Foot) 2 238-11 2 (See Notes) 366 150 44.612 -2.637 0.145 ' EE(3'), S ' 0.003777 1 245' 22.00 2.0670 38'6 0.00 42.121 Hose Allowance At Source Total(Pt) Route 1 1 22.00 252 260'-7 11.54 3/4 (See Notes) 10' 150 0 018950 12.363 ••"• Route 2••••• Flow (q) from Route 1 0 E(4) 3Tr(1) 1(3) 254 260'-7 546 08740 254 260-7 (See Notes) 11 9 150 13.102 0.048 T(3) 0.010053 262 260-7 3.87 0.8740 260-7 4'-9 262 3/4 (See Notes) 6' 150 13.150 0.046 Tr(1) 1' 0.006553 260 260-7 3.07 0.8740 260 260-7 1.58 3/4 (See Notes) 12'1 9' 150 0.014133 13.195 4.119 Flow (q) from Route 4 0.298 Tr(1'), 2E(4') 156 251-1 4.66 0.8740 21-1 156 251-1 3/4 (See Notes) 551 150 17.612 0.145 1.202 '4E(4'), 6Tr(1'), 2T(3'), 2EE(1') 0.014133 10 250-9 4.66 0.8740 85-1 18.958 Total(Pt) Route 2 262 260-7 (See Notes) 34-9 150 13.150 • •••• Route 3 ..... T(3') 0.029 2E(4) 4Tr(1) T(3) 18' 0.000543 264 260'-7 0.80 0.8740 52 264 260-7 2.91 (See soLes) 68'9 27' 150 0.009300 13.178 Flow (q) from Route 5 4.263 0.891 4Tr(1'), 2E(4'), 5T(3') 150 250-9 3.71 0.8740 18.332 Total(Pt) Route 3 254 260-7 3.87 3/4 (See Notes) 35-9 150 13.102 • ••• Route 4 ..... Flow (q) from Route 2 2Tr(1'), 2E(4'), T(3') 1 13' 0.001920 260 260-7 1.58 0.8740 13.195 Total(Pt) Route 4 , © M.E.P.CAD, Inc. 4 AutoSPRNK 2018 04.3.10.0 2- 18'x18' SPACING 6/25/2019 11:02:38AM Page 7 Job Name: Treviso Remote Area Number: 2- 18'x18' SPACING Date: 6125/2019 Pipe Information Elev i Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting Pf Friction Elev(Pe) (q) Length) Fixed Pressure Losses, Elev 2 Total Flow E uiv q (Foot) Loss Per Unit ______________ when applicable are added Total Friction(Pf) Node 2 (Foot) Actual ID Length (Foot) (psi) directly to (P0 and shown as (Foot) rga"e tIaIu 250 260-7 3/4 (See 36-2 150 12.904 •..• Route 5•' .1. Notes) 264 260'-7 2.91 0.8740 0.005937 4Tr(1) T(3) 46-2 0.274 13.178 Total(Pt) Route 5 . © M.E.P.CAD, Inc. 411 AutoSPRlNK 2018 04.3.10.0 2- 18x18' SPACING 6/25/2019 11:02:38AM Page 8 Job Name: Treviso Remote Area Number: 2- 18'x18 SPACING Date: 6/25/2019 quivalent Pipe Lengths of Valves and Fittings (C=120 only) IC Value Mültilier Actual Inside Diameter 4.87 = ( Factor Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter) a Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 900 cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LIE 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 © M.E.P.CAD, Inc. AuthSPRlNK 2018 v14.3.10.0 2- 18'x18 SPACING 6/25/2019 11:02:38AM Page 9 Hydraulic Calculations for Project Name: Treviso Location: Carlsbad, CA, Drawing Name: PLAN 4-delta I Design Remote Area Number: Remote Area Location: Occupancy Classification: 3- 16x16' SPACING GREAT ROOM Residential Calculation Date: 6/25/2019 Density: 0.050gpm/ft2 Area of Application: 512.00ft2 (Actual 183.05ft2) Coverage per Sprinkler: 256.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 2 In-rack Demand: N/Agpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: 5.00 at Node: 500 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 31.45 46.857 Type of System: 13D Volume of Dry or PreAction System: N/A Allowance at Source Hose for Node: 1 Date: 05/02/2019 Location: Poinsettia Lane Source: Carlsbad Municipal Water District Name of Contractor:ON GUARD FIRE PROTECTION Address: 6438 Arville Street, Las Vegas, NV 89118 Phone Number: 702-966-8021 Name of designer: OSCAR GARCIA Authority Having Jurisdiction Carlsbad Notes: Automatic peaking results Left: N/A Right: N/A ,© M.E.P.CAD, Inc. YAutoSPRINK 2018 04.3.10.0 3- 16x16' SPA' 6,25/201911:02:5IAM Page 1 kHydrauIic Summary - I Job Number: 19-20-08 Re.nnrt flpsr.rintirgn Rpscir1pntitI (- 1'v1R Pr.lNC,\ Job Job Number 19-20-08 Design Engineer OSCAR GARCIA Job Name: Treviso State Certificat:onA.:cense Number Address 1 Carlsbad, CA AHJ Carlsbad Address 2 Job Site/Building Tract 10620 Address 3 Draodng Name PLAN 4-delta I Sv)ern Remote Area(s) Most Demanding Sprinkler Data 4.9 K-Factor 13.00 at 7.039 Occupancy Residential Jab Soft/a Hose Allowance At Source 0.00 Density 0.050gpmlft2 Area of Application 512.00ft2 (Actual 183.05ft2) Additional Hose Supplies Node Hose At Node 500 Flow(qDm) 5.00 Number Of Sprinklers Calculated 2 Coverage Per Sprinkler 256.00ft2 AatoPeak Results: Pressure For gamete Area(s) Adjacent To Most Remote Area 54.30ga1 Total Hose Streams 5.00 System Flow Demand 31.45 Total Water Required (Including Hose Allowance) 31.45 MaNmam Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 12.23 between nodes 6 and 500 Maximum Velocity Under Ground 12.23 between nodes 6 and 500 Volume capacity of Wet Pipes Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow © (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 1 WaterSupply 56.000 41.000 I 3500.00 55.998 I 31.45 46.857 9.141 Contractor Contractor Number 950378 Con/ ad Name BOBBY TAVAKOLI Contact TrIte OWNER Name of Cue/castor ON GUARD FIRE PROTECTION Phone 702-966-8021 Eutension Address t 6438 Arville Street FAX 702-987-1174 Address 2 Las Vegas, NV 89118 E-mail BOBBY@ONGUARDFP.COM Address 3 Web-Site J ©M.E.P.CAD, Inc. 411 AutoSPRINK2018v14.3.10.0 6/25/2019 11:03:19AM Page 1 a- 40 Job Name: Treviso Remote Area Number: 3- 16'x16 SPACING 100 90 80 70 60 50 30 20 Ice UIlIHIHI IlMillil V- 11111111111, 0 700 1400 I. 2801 Water Supply mary Sheet Sum Node: 1 - wailable Supply Static Pressure 56.000 11.45 55.998 - 31,45 § 46.857 4500.00 § 41.000 System demand cue -- IllIllIll 111111111 11111 III III I II IIII 111111111 3500 4200 4900 Flow - gpm Hydraulic Graph N 1.85 5600 6300 Date: 6/25/2019 7000 1,©M.E.P.CAD, Inc. 31AutoSPRINK2O18v14.3.10.O 6/25/2019 11:02:54AM Paqe2 [summary Of Outfiowing Devices I fl f• Job Number: 19-20-08 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) c Sprinkler 301 13.00 13.00 4.9 7.039 Sprinkler 302 13.45 13.00 4.9 7.529 Hose 500 5.00 5.00 0 27.920 cr Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AubSPRlNK 2018 v14.3.10.0 6/25/2019 11:02:58AM Page 4 Job Name: Treviso Remote Area Number: 3- 16'x16' SPACING Date: 6/25/2019 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 56.000 41.000 3500.00 55.998 31.45 46.857 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 245 Supply 46.857 31.45 301 250' Sprinkler 7.039 13.00 302 250' Sprinkler 7.529 13.45 500 243-5 27.920 5.00 2 238-11 49.212 3 238-11 49.003 4 238-11 35.091 5 238-11 33.730 6 238-11 32.185 7 243-11 Supply 27.623 10 250'-9 15.279 150 250-9 13.686 152 250-9 8.272 154 250-9 8.272 156 251-1 13.216 250 260-7 8.548 254 260-7 8.540 260 260-7 8.622 262 260-7 8.528 &© M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.3: 6/25/2019 11:03:03AM Page 5 Job Name: Treviso Remote Area Number: 3- 16'x16' SPACING Date: 6/25/2019 Node Number Elevation (Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 264 260-7 7.177 ,©M.E.P.CAD, Inc. AutoSPRINK20i8v14.3. 6/25/2019 11:03:03AM Paqe6 Job Name: Treviso Remote Area Number: 3- 16'x16' SPACING Date: 6/25/2019 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices (Foot) I Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a "j" va'ue Fitting F Pf Friction Loss Per Unit -, Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID -j- Friction(Pf) 301 250' 4.9 13.00 3/4 (See Notes) 9-6 - 150 7.039 w, Route 1w.. E(4'), T(3') ' 0.094407 -0.325 152 250-9 13.00 0.8740 16-6 1.558 152 250'-9 0.06 (See Notes) 441 10 150 8.272 Flow (q) from Route 2 3T(3'), 3Tr(1') - 56-100 .095209 150 250-9 13.06 0.8740 5.414 150 250-9 7.39 3/4 (See Notes) 4.4 150 13.686 Flow (q) from Route 3 T(3) - 0.218238 10 250-9 20.45 0.8740 1.594 10 250-9 6.00 1 (See Notes) 191 11 150 15.279 Flow (q) from Route 4 !EE(1'), 5E(5'), f(-0.000), 3Tr(1 '), f(-3.000), sCV(5'), cplg(1'), BASE _OF_RISER 36' 0.114079 2.963 7 243-11 26.45 1.1010 55-11 9 80 7 243-11 6" 150 27.623__- 0.161616 0.217 500 _____ 243-5 26.45 1.0250 6' 0.081 500 243-5 5.00 1 (See Notes) 5' 150 27.920 2E(2'-8) 5-5 0.222648 1.950 6 238-11 31.45 1.0250 10-5 2.315 6 238-11 V/4 (See Notes) 25' 150 32.185 E(4-6) 4-6 0.052316 5 238-11 31.45 1.3800 29-6 1.545 5 238-11 2 (See Notes) - 165' 150 33.730 2E(7'-7), 2EE(3') 21-2 0.007314 4 238-11 31.45 2.0670 186-2 1.361 4 238-11 11/2 (See Notes) 8'8 120 35.091 3E(4'-11), BFP(-13.204) 14-10 0.030155 3 238'-11 - 31.45 11 1.6820 23-6 13.912 3 238'-11 2 (See Notes) 10' 150 - 49.003 WMV(-0.136) 0.007314 2 238-11 31.45 2.0670 10' 0.209 2 238-11 2 (See Notes) - 35'6 . 150 - 49.212 EE(3'), S ' . 0.007314 -2.637 1 245' 31.45 2.0670 -----{ 0.282 [ © M.E.P.CAD, Inc. AutoSPRINK 2018 v1 4.3.10.0 3- 16'x16' SPACING 6/25/2019 11:03:06AM Page 7 Job Name: Treviso Remote Area Number: 3- 16'x16' SPACING Date: 6/25/2019 Pipe Information Node 1 Elev i K -Factor Flow added Fittings & Length C Factor Total(Pt) Notes (Foot) I this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (q) nu Eiv. Fixed Pressure Losses, (Foot) Pf Friction Loss Per Unit Fitting Length) Elev(Pe) ______________ Elev 2 Total Flow Node 2 (Foot) (Q) Actual ID Length (psi) when applicable, are added Total Friction(Pf) directly to (Pf) and shown as 0.00 46.857 Hose Allowance At Source Total(Pt) Route 1 1 31.45 302 250' 4.9 13.45 3/4 (See Notes) 3-8 150 7.529 .•Route 2••.'. Sprinkler, E(4'), T(3') 0.100475 -0.325 154 250-9 13.45 0.8740 10-8 1.068 154 250-9 3/4 (See Notes) 1,-1 150 8.272 T(3) T(3') 61' 0.000004 152 250-9 0.06 0.8740 0.000 7' 1 8.272 Total(Pt) Route 2 154 250'-9 0.06 % I (See NOES) 22-9 150 8.272 Route 3•• Flow (q) from Route 2 2E(4) Tr(1) 9. 0099652 1 -4.263 264 2607 1339 08740 31 3168 264 260-7 3/4 (See Notes) 362 150 7.177 r( 3Tr(1'), 2T(3') 10' 0.029723 250 260'-7 6.96 0.8740 46-2 1.372 250 260-7 0.43 (See Notes) 164 150 8.548 Flow (q) from Route 5 2E(4'), T(3') 0.033195 4.263 150 250-9 7.39 0.8740 26-4 0.874 13.686 Total(Pt) Route 3 260 260-7 4.54 +1.46 % _ (See Notes) "' 150 °° " Route 4.. Flow (q) from Route 6 and 7 Tr(1) 2E(4) 9' 0.022561 4.119 156 251'-1 6.00 0.8740 0475 156 251-1 (See Notes) J 55'l 150 13.216 4E(4) 6Tr(1) 21(3) 2EE(1) 30' 0.022561 0.145 10 250'-9 600 0 8740 85 1 1 919 15.279 Total(Pt) Route 4 264 260-7 3/4 (See Notes) 34-9 150 7.177 ••••• Route 5•••• 4Tr(1) 2E(4) T(3) 18' 0.025633 262 260'-7 6.43 0.8740 52 1.351 262 260-7 (See Notes) 19 150 8.528 T(T) 0002650 254 260'-7 I 188 - 08740 r 9 [ 0.013 ,© M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3- 16'x16' SPACING 6/25/2019 11:03:06AM Page 8 Job Name: Treviso Remote Area Number: 3- 16'x16 SPACING Date: 6/25/2019 Pipe -information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable are added directly to (Pf) and shown as "gt've "a'u Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 254 260-7 3/4 (See Notes) 32'2 150 8.540 T(3') 5Tr(1) E(4) T(3) 15' 0000171 250 260'-7 043 08740 47'-2 0.008 8.548 Total(Pt) Route 5 262 260-7 1.88 % (See Notes) 6' 150 . Route 6.. S.. Flow (q) from Route 5 Tr(1') 11 0.013487 260 260-7 4.54 0.8740 0.094 8.622 Total(Pt) Route 6 254 260-7 (See Notes) 369 150 8.540 Route 7••••• r( 2Tr(1) 2E(4) T(3) 14' 0.001644 260 260'-7 1.46 0.8740 0.082 8.622 Total(Pt) Route 7 , © M.E.P.CAD, Inc. 411 AutoSPRIrF< 2018 04.3.10.0 3- 16'x16 SPACING /25I2019 11:03:06AM Page 9 Job Name: Treviso Remote Area Number: 3- 16'x16 SPACING ri Date: 6/25/2019 Equiva1entPipe Lengths of Valves and Fittings (C120 only) Actual Inside Diameter 4.87 ( Schedule 40 Steel Pipe Inside Diameter) = Factor u1tip6er Value 0fC 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111h Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic . fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsho WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. AutoSPRiNK 2018 04.3.10.0 3- 16'x16 SPACING 6/25/2019 11:03:06AM Page 10 S *0~~ QA ARDF LkenseNV-61307 CA 950378 PREJ TEE TIEJN Bid Limit $4.5 M 6438 Arville St Las Vegas. NV 89118 (702) 966-8021 Tel (702) 987-1174 Fax w.onguardfp.com MATERIAL SUBMITTAL FOR: TREVS10 TRACT #16502 CARLSBAD, CALIFORNIA GENERAL CONTRACTOR: LENNAR HOMES PREPARED BY: ON GUARD FIRE PROTECTION DESGIN DEPT. FIRE SPRINKLERS -FIRE ALARMS -FIRE EXTINGUISHERS -EMERGENCY LIGHTING - SAFETY & FIRST AID SUPPLIES IV 00, 6438ArviUeSt. N __________________ Las Vegas, NV 89118 6114 RIP i1j (702) 987-1174 Fax 1se NV 61307 CA 950378 PREJTECTI/3N 'ww onguardfp corn icen Bid Limit 54.5M TABLE OF CONTENTS: Water Flow Info Sprinkler Heads Pipe & Fittings Valves Accessories & Fire Caulking (] P1FPA MEMBER FIRE SPRINKLERS - FIRE ALARMS - FIRE EXTINGUISHERS - EMERGENCY LIGHTING - SAFETY & FIRST AID SUPPLIES Page 2 of 7 rUN &UARD;iW License #: NV-61307 CA-950378 PRO TET/ON Bid Iimc S4.5 ,M 6438 ArvUe St. Las Vegas. NV 89118 (702) 966-8021 Tel (702)987-1174 Fax www.onguardfp.com 1. Water Flow (;] NFPA MEMBER FIRE SPRINKLERS -FIRE ALARMS—FIRE EXTINGUISHERS -EMERGENCY LIGHTING - SAFETY & FIRST AID SUPPLIES Page 5 of 7 No. 184 CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue.- Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: NAME: Treviso SR#: (Assigned upon plan submittal) PROJECT ADDRESS: Pointsettia Lane & Cassia Road & Oriole Ct CITY: Carlsba PHONE: ( 714) 658-7712 (On Guard Fire Protection) FAX NUMBER: Largest Building (ft.2): Sprinkled? Yes Construction Type: V-B SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Southeast end of Pointsettia Lane TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 56 PSI Hydrant Number (if applicable): NA Elevation of test: 245 Feet Main Size: 12 INCH Pressure Zone: 375 Feet Date/Time of Test: Pitot Tube Reading PSI Corresponding Flow: GPM Total Flow: 3,500 GPM Residual Pressure41 PSI At peak demand, this water system is capable of providing a fire flow discharge at 20 psi of 5,000 gpm. However, this flow exceeds the District's maximum pipeline velocity of 10 fps. The maximum fire flow that meets both the velocity and pressure criteria is 3,500 gpm. No specific fire flow was pro vided for testing. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: Name: Jennifer R. Mael, P.E. Eng. Lic. No. (if applicable):C69606 Signature V Title/Org:Aroct M arager Date: 05/02/2019 (N * 11 C N- C) Cl) LO CL Z ..J IL N Vt7 CL CD [i1 * XY 9 j) JfJ7 40 J7 rJ/NI>t 34v- L.S I I 3 /11 09 i/ . L L/ VI If UN GUARDU[UP Lkense.NV613O7 CA-950378 PRO TETION 6438 Arville St. Las Vegas, NV 89118 (702) 966-8021 Tel (702) 987-1174 Fax w.onguardfp.com Bid Limit S4.5M 2,, Sprinkler Heads FIRE SPRINKLERS - FIRE ALARMS -FIRE EXTINGUISHERS — EMERGENCY LIGHTING - SAFETY & FIRST AID SUPPLIES Page 3 of 7 Page 1 of 8 SENJU SPRINKLER CO., LTD. Residential Lead Free Flat Concealed Sprinkler. ... Pendent. . ....-. Model: RC-RES, K-Factor: 3.7, SIN: SS8261 ........i . . GENERAL DESCRIPTION The Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. They are decorative and fast responding. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The push-on and/or thread-on, thread-off design of the concealed cover plate assembly allows for easy installation of the cover plate. Therefore, the Model RC-RES should be your first choice when aesthetics is the major consideration for ultimate appeal and unbeatable performance is desired. The Model RC-RES is designed for residential occupancies and is perfect for use in homes, hotels and other living quarters. The Model RC-RES is to be used in wet pipe residential sprinkler systems for One- and Two- Family Dwellings and Manufactured Homes per NFPA 13D: wet pipe residential sprinkler systems for Residential Occupancies up to and Including Four Stories in Height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13, The Model RC-RES has a 3.7 (53.3 LPM/bar 2) K-factor that meets the required residential flow rates with minimal residual pressure, which allows for smaller pipe sizes and water supply requirements. For extended installation flexibility, the Model RC-RES provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of pipe lengths. The heat sensitivity and water distribution design of Model RC-RES allows for an increased chance of residents to escape or evacuate in case of a fire. However, residential fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction required by building codes. Lead Free" is defined in the Reduction of Lead in Drinking Water Act (S.3874) endorsed by AWWA's Water Utility Council, and California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead in wetted surface of pipes, plumbing fittings and fixtures. WARNINGS The Model RC.RES must be installed and maintained in accordance with the rules stated herein as well as in compliance with the applicable standards of the National Fire Protection Association regulations and the standards of any other authorities having jurisdiction. In the event of this condition, consult the authorities having jurisdiction for guidance and approval. Failure to do so may impair the integrity of these devices. It is the responsibility of the installing contractor to provide a copy of this document to the owner or their representative, and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any related questions. Document No. U086206 Date . Jan/11/2019 Page 2 of 8 I 2-1116 '4?E2m,n) v== Markin : F ~7 r-fam . 6P37 r, - r.SF 81-C \ ..... RES ..... J . ,. Gasket (I y 2-5 8(068mITi) or 3-1/4" (03mn) ,-ieat Coieotvr (Coaperl 25/81sisarp 3rnrn .,. . (cr Ptate Aoeerrbly FIGURE 1. Model RC-RES K=3.7 C r. - 1" 79'd . (QJ\. COVER PLATE -WRINK: ER Top view): ."' -. m' FIGURE 1-1. Marking (Color Code) TECHNICAL DATA Approvals: :U L.,Listed, NSF-61-G Sprinkler Identification Number (SIN): S58261 Maximum Working Pressure: 175psi (12.1 bar) Discharge Coefficient (Nominal K-Factor): K3.7 GPM/psi112 (53.3 LPM/bar112) Temperature Rating: 162°F (72°C) Sprinkler with 140°F(60°C)Cover Plate 175°F (79°C) Sprinkler with 140°F (60°C) Cover Plate 175°F (79°C) Sprinkler with 162°F (72°C) Cover Plate Color Code (Sprinkler) 162°F (72°C): Uncolored 175°F (79°C): White Color Code (Cover Plate) 140°F (60°C): No Mark 162°F (72°C): White-Colored Mark Vertical Adjustment: 1/2 inch (12.8 mm) Cover Plate Finishes: Standard Finishes- White, Ivory, Beige, Brown, Black, Nickel, Wood Grain Custom Finishes- Custom color and custom pattern cover plates are available on special order. Contact a Senju Sprinkler representative with any custom orders. Please see chart on Page 8 for more detail. Physical Characteristics: Ref. Figures 1 and 1-1 OPERATION In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then the Cover Plate is released at once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and when sufficient heat from the fire is reached, internal components of the sprinkler fall apart. This leads to the water flow to be distributed on the affected fire area. (Ref. Figure 2) I qT - _-. Nónnnl CndlUoa Cocor PtOe Operation SnklefOpertiop Water Discharge FIGURE 2. OPERATION PROCESS (The figure is for illustrative purposes only) Document No. U086206 Date Jan/11/2019 Page 3 of 8 DESIGN CRITERIA The herein stated rules for use and installation of Model RC-RES are provided by the manufacturer and must be strictly implemented for safe and full results. NOTES Residential Fire Sprinkler Systems should only be designed and installed by individuals who are completely familiar with automatic sprinkler system design, installation procedures, and techniques. Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer review and develop a working understanding of the complete list of criteria prior to Initiating the design of the sprinkler system. Questions concerning sprinkler installation and usage criteria, which are not covered by the following instructions, should be submitted to your contracted company. Include sketches and technical details, as appropriate. In some instances, the requirements of this document may concern specifications which are more stringent, and which take precedence over those specified in NFPA 13, 13D, 13R, or by the authority ha ving jurisdiction. The Model RC-RES must not be used in applications where the air pressure above the ceiling is greater than that below. Inspect all sprinklers after installation to ensure that both the gap between the cover plate, ceiling and the 6 slots in the cup are open and free from any air flow impediment. The spray from the sprinkler is distributed radially outward and downward from the sprinkler deflector. Consequently, the sprinklers must be located such that there will be no blind spaces shielded from spray by partitions, room dividers, overhangs or other parts of the dwelling structure. The number of sprinklers within each compartment (as defined by NFPA 13, 13D, or 13R) must be kept as few as possible. Do NOT use more sprinklers than necessary to cover a particular space. Use only the Cover Plate provided for the Model RC-RES. The sprinkler must be secured in place by firmly fastening the sprinkler system piping to the structure. If the sprinkler is not properly secured in position, reaction forces resulting from sprinkler operation could alter its orientation and its water distribution pattern. Obstruction to Water Distribution Locations of sprinklers must follow the obstruction rules of NFPA 13, 13D and 13R for Residential Sprinklers. Genera! Service Conditions The Model RC-RES must only be utilized in WET PIPE sprinkler systems. Heat Source Criteria Refer to NFPA 13D, 13R or 13 for the requirements relating to the prevention of possible activation of the Heat Responsive Element of Model RC-RES, due to the exposure of a heat source other than an actual fire. Available Sprinkler Temperature Ratings Sprinkler Temperature Classification Sprinkler Nominal Temperature Rating Maximum Ambient Ceiling Temperature Temperature Rating of the Cover Plate Assembly Ordinary 162°F (72°C) 100°F (38°C) 140°F (60°C) Intermediate 175°F (79°C) 150°F (66°C) 140°F (60°C) Intermediate 175°F (79°C) 150°F (66°C) 162°F (72°C) 1) Maximum ambient temperature for the Cover Plate Assembly is 100°F (38°C). Precautionary Warnings for Corrosive Environments Model RC-RES sprinklers should not be installed where they may be subjected to a corrosive environment including the following: Chlorine ion and Chloride environment. Stress corrosion cracking may be caused by exposure to environments with Chlorine ion and Chloride. Exposure to this environment may result in sprinklers operating under Non-Fire conditions or Not Operating when exposed to an actual fire. Sprinkler system piping with Copper. Sprinkler systems should be constructed in compliance with the applicable standards and the requirements for copper piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13, ASTM 8813, 8828, and CDA (Copper Development Association) - Solder Joint) All residual flux must be removed from the interior and exterior of the copper piping by thoroughly flushing before installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and/or leakage in the sprinkler system. Document No. U086206 Date . Jan/11/2019 Page 4 of 8 Hydraulic Design Criteria The minimum required sprinkler flow rates for systems designed to NFPA 13D or 13R are given in TABLE A as a function of temperature rating and the maximum allowable coverage area. The sprinkler flow rate is the minimum required discharge from the most hydraulically demanding sprinkler from each of the total number of design sprinklers' as specified in NFPA 130 or 13R. For systems designed to NFPA 13, the number of designed sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: The flow rates given in TABLE A for NFPA 13D and 13R as a function of temperature rating and maximum allowable coverage area. A minimum discharge of 0.1GPM/sq.ft. [4.07LPM/sq.m] over the 'design area" comprised of the four most hydraulically demanding sprinklers for the actual coverage area being protected by the four sprinklers. TABLE A. NFPA 130 & 13R WET PIPE HYDRAULIC DESIGN CRITERIA for Model SS8261 For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with NFPA 130, 13R or 13 as applicable. Ordinary Intermediate Temperature Maximum Maximum Classification Temperature Temperature Minimum Covera9e Spacing ____________ Rating Rating Deflector Installation Spacing Area Ft. Sprinkler 162°F 175°F 175°F to Type Ft. Ft. x Ft. (m) (72°C) (79°C) (79°C) Ceiling (m) 140°F 140°F 162°F (m xm) Cover Plate (60°C) (60°C) (72°C) Flow GPM 10 11 11 12x12 12 (LPM) (37.8) (41.6) (41.6) (3.7x3.7) (3.7) Pressure PSI 7.3 8.8 8.8 (bar) (0.50) (0.60) (0.60) Smooth Ceilings Flow GPM 10 11 11 3/8t07/8 (37.8) (41.6) (41.6) Inches. 14x14 14 (LPM) (4.3x4.3) (4.3) Beamed Pressure 7.3 8.8 8.8 PSI (0.50) (0.60) (0.60) Ceilings (bar) per NFPA 8 . iw 13D, 13R Concealed (2.4) 13 13 or 13 GPM (49.2) (49.2) - Installed in 15x15 15 (LPM) beam (4.6X4.6) (4.6) 3/8 to 7/6 Pressure PSI 12.3 12.3 - inches (bar) (0.85) (0.85) below bottom of beam. Flow 14 14 GPM - (53.0) (53.0) 16x16 16 (LPM) (4.9x4.9) (4.9) Pressure PSI 14.3 14.3 - (bar) (0.99) (0.99) For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the Next Higher Coverage Area listed. Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-Factor. Refer to Hydraulic Design Criteria Section for details. Sprinkler Spacing Criteria The minimum spacing between sprinklers is 8 feet (2.4m). The maximum spacing between sprinklers cannot go beyond the coverage area calculated by using the specific hydraulic factors. (Ref. TABLE A) Document No. U086206 Date . Jan/11/2019 Page 5 of 8 INSTALLATION The Model RC-RES must be installed in accordance with the following instructions NOTES Do not use any sprinklers which have been subjected to potential mechanical damage. Do not use any sprinklers which show deformation or cracking in either the Sprinkler or the Protective Cap, Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to the sprinklers that could cause improper operation or non-operation. The Protective Cap must remain on the sprinkler during installation. After the installation is completed, the Protective Cap must be removed to place the sprinkler in service. Use a torque of 7 to 14 ftlbs (9.5 to 19.0 Nm) to achieve a 1/2 inch NPT sprinkler joint. If you exceed the recommended maximum torque, this could result in damage to the sprinkler inlet, which may lead to leakage from the sprinkler. Use only NR-H model wrench socket for installation of RC..RES sprinklers. Use of any other wrench or socket is prohibited and may cause damage to the sprinkler. In case of insufficient adjustment in Cover Plate installation, do not try to overly tighten, screw the sprinkler too loosely or make any modification to the cover plate assembly. Readjust the sprinkler fitting for a better fit. Do not rotate the Cap Remover RC to the left with force when placing the two hook arms into place. The installed sprinkler may become loosened, which may cause water leakage. Installing Procedure Step I The installation requirements for the sprinkler are as follows: to be installed only in the pendent position with the waterway perpendicular to the ceiling. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 2 inches (50.8mm) as shown in Figure 3. Step 2 With pipe thread sealant applied to the threads, hand tighten the sprinkler into the sprinkler fitting. Then tighten it with the Socket NR-H or Ratchet (3/8' drive) & Socket NR-H Combination (Ref. Figure 4). The teeth of the Socket must fit perfectly with the grooves on the Sprinkler for proper installation (Ref. Figure 4). Step 3 If desired, the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Protective Cap. Before the installation of the ceiling, the sprinkler installation can be started with a 2-3/8 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the "Vertical Adjustment" indicator on the Protective Cap to check for proper installation height (Ref. Figure 3). Step 4 Use the Cap Remover RC to remove the Protective Cap (Ref. Figure 5), and then push or screw a Cover Plate Assembly on the Cup of the Sprinkler by hand until its flange just has contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening the Cover Plate Assembly once the flange has contact with the ceiling. If the ceiling has been lifted from its normal position in the process of tightening the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover Plate Assembly cannot contact the ceiling sufficiently, readjust the sprinkler fitting as necessary. When properly installed, there is a nominal 1/16 inch (1.6mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6. Make . %mca Hart Do Not Y!h rc'' - -- TootcnthoSocket socket NR-44 / ' Mountng __.__.__Ratchet i - I 66.Dillneter FIGURE 3. INSTALLATION FIGURE 4. RATCHET & SOCKET Document No. U086206 Date Jan/11/2019 or $114 t wwmmi Pr .2-5/tp*em, (O$mp) FIGURE 6. INSTALLATION (COVER PLATE ASSEMBLY) pi / Page 6 of 8 OFt t OpRe*RG T / '.. - Pji *k.wo Step 2 Step 2 FIGURE 5. PROTECTIVE CAP REMOVAL r--- r +1 1 r~~7 0 / ijI.CORECT: :CORRECT [RRECT FIGURE 7. INSTALLATION (CORRECT and INCORRECT) Document No. U086206 Date Jan/11/2019 Page 7 of 8 CARE AND MAINTENANCE The following instructions must be implemented for the maintenance and service of the Model RC-RES NOTES Wet pipe sprinkler systems must be maintained at a minimum temperature of 4OF/4°C to prevent freezing and bursting of the pipe and/or sprinklers. Automatic sprinklers are not to be tested with a heat source. Operation of the heat responsive element can result. Absence of a Cover Plate Assembly may delay the response time of the sprinkler in case of a fire. Install the cover plate assembly properly, as shown in Figure 6. improper installation of the cover plate assembly may cause improper operation or non-operation. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does not seal off any of the air gap. Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted cover plates. Non-factory applied paint may adversely delay or prevent sprinkler operation in case of a fire. Do not pull the Cover Plate. Separation may result. In preparation for maintenance of the fire protection system, permission to close the main control valve must be obtained from the proper authorities, and all affected parties by this action, and must be informed before the maintenance session can commence. Do NOT enclose any sprinklers within drapes, curtains, or valances. Do NOT hang anything from the sprinklers. Do NOT clean the sprinklers with soap and/or water, detergents, ammonia, cleaning fluids, or other chemicals. Remove dust, lint, cobwebs, cocoons, insects, and larvae by gently brushing with a feather duster or gently vacuuming with a soft bristle (i.e., dusting) brush attachment. Exercise suitable safety precautions in the use and storage of highly flammable materials. The rapid rate of fire development and spread of these materials can reduce the ability of the sprinkler system to aid in the control of a fire involving such hazards. Leaking or corroded sprinklers must be replaced. Automatic Sprinklers must be kept in a cool and dry place. Automatic sprinklers must never be physically altered, such as painted, plated, or coated, once shipped from the factory. If the sprinklers have been in any way modified, they must be replaced. Great caution must be applied to prevent damage to the sprinklers at all stages - before, during, and after installation. Damaged units because of dropping, hitting, over-tightening, or wrench slippage, must be replaced. The Model RC-RES must only be replaced with pendent sprinklers which are listed for residential fire protection service and which have the same nominal K-Factor, the same coverage area, and the same or lower flow ratings (as indicated under TABLE A "Hydraulic Design Criteria"). When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, first verify that the new construction will not violate the installation requirements of the applicable standards of NFPA. Alter the new construction and/or the sprinkler system to suit the requirements of this document and the applicable NFPA regulations. The owner is responsible for the maintenance of the sprinkler system, including inspection and testing of its compliance with this document, as well as the standards of the National Fire Protection Association (e.g., NFPA 25), and the regulations of any other authorities having jurisdiction. The owner should direct any questions regarding the above rules and regulations to the installing contractors or the sprinkler manufacturer. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with NFPA 25. Document No. U086206 Date . Jan/11/2019 Page : 8 of 8 ORDER PROCEDURE When placing an order, please contact a local distributor with the following information (Model Name, Temperature Rating and Finish). Sprinkler Model: RC-RES (SIN: SS8261, Residential Flat Concealed Sprinkler, Pendent, K3.7, Temperature: 162°F (72°C) or 175°F (79°C)) Cover Plate Assembly 2-5/8 inch (q5 68mm) or 3-1/4 inch (0 83mm) or 2-5/8 inch square (068mm), Order Separately from Sprinkler Please refer to the chart below for available sizes, temperature, and finishes. Standard Finishes Custom Finishes White Ivory Beige Brown Black Nickel Copper Wood Grain Custom Color Custom Pattern 2-5/8" Round, 140°F a a - - - - - - a a 3-1/4' Round, 140°F a 0 0 0 0 0 0 0 0 0 2-5/8' Square, 140°F 0 - 2-5/8° Round, 162°F 3-1/4 Round, 162°F Tools for Installation of Model RC-RES Socket NR-H For use with a 3/8" drive ratchet (not included) Socket NR-H Plastic For use with a 1/2" drive ratchet (not included) - Cap Remover RC Document No. U086206 Date . Jan/11/2019 Paqe 1 of 8 SENJU SPRINKLER CO., LTD. Residential Lead Free Flat Concealed Sprinkler, Pendent, Model: RC-RES, K-Factor: 4.9, SIN: SS8464 GENERAL DESCRIPTION The Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. They are decorative and fast responding. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The push-on and/or thread-on, thread-off design of the concealed cover plate assembly allows for easy installation of the cover plate. Therefore, the Model RC-RES should be your first choice when aesthetics is the major consideration for ultimate appeal and unbeatable performance is desired. The Model RC-RES is designed for residential occupancies and is perfect for use in homes, hotels and other living quarters. The Model RC-RES is to be used in wet pipe residential sprinkler systems for One- and Two- Family Dwellings and Manufactured Homes per NFPA 13D: wet pipe residential sprinkler systems for Residential Occupancies up to and Including Four Stories in Height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13. The Model RC-RES has a 4.9 (70.6 LPM/bar112) K-factor that meets the required residential flow rates with minimal residual pressure, which allows for smaller pipe sizes and water supply requirements. For extended installation flexibility, the Model RC-RES provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of pipe lengths. The heat sensitivity and water distribution design of Model RC-RES allows for an increased chance of residents to escape or evacuate in case of a fire. However, residential fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction required by building codes. Lead Free" is defined in the Reduction of Lead in Drinking Water Act (S.3874) endorsed by AWWA's Water Utility Council, and California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead in wetted surface of pipes, plumbing fittings and fixtures. WARNINGS The Model RC-RES must be installed and maintained in accordance with the rules stated herein as well as in compliance with the applicable standards of the National Fire Protection Association regulations and the standards of any other authorities having jurisdiction. In the event of this condition, consult the authorities ha ving jurisdiction for guidance and approval. Failure to do so may impair the integrity of these devices. It is the responsibility of the installing contractor to provide a copy of this document to the owner or their representative, and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any related questions. Document No.U085165 Date Jan/11/2019 Page 2 of 8 / TECHNICAL DATA Approvals: UL,, Listed, NSF-61-G Sprinkler Identification Number (SIN): 558464 Maximum Working Pressure: 175psi (12.1bar) Discharge Coefficient (Nominal K-Factor): K=4.9 GPM/psi112 (706 LPMIbar112) Temperature Rating: 162°F (72°C) Sprinkler with 140°F (60°C) Cover Plate 175°F (79°C) Sprinkler with 140°F (60°C) Cover Plate 175°F (79°C) Sprinkler with 162°F (72°C) Cover Plate Color Code (Sprinkler) 162°F (72°C): Uncolored 175°F (79°C): White Color Code (Cover Plate) 140°F (60°C): No Mark 162°F (72°C): White-Colored Mark Vertical Adjustment: 1/2 inch (12.8 mm) Cover Plate Finishes: Standard Finishes- White, Ivory, Beige, Brown, Black, Nickel, Wood Grain Custom Finishes- Custom color and custom pattern cover plates are available on special order. Contact a Senju Sprinkler representative with any custom orders. Please see chart on Page 8 for more detail. Physical Characteristics: Ref. Figures 1 and 1-1 OPERATION C'."flUfCCtUre olThF.'WO UL mw~ Control N. ~ 6P37 V . . - V , I 2 ,,... . . 1 Cr '' I o r L r• j V . . FIGURE 1. Model RC-RES K-4.9 COVER PLATE §PFUNXLER. (Top view) (Sttom vow) FIGURE 1-1. Marking (Color Code) In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then the Cover Plate is released at once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and when sufficient heat from the fire is reached, internal components of the sprinkler fall apart. This leads to the water flow to be distributed on the affected fire area. (Ref. Figure 2) j — Ii V. CCCr P14to Oporntion $prnkIOatón. Water Discharge FIGURE 2. OPERATION PROCESS (The figure is for illustrative purposes only) Document No. U085165 Date Jan/11/2019 Page 3 of 8 DESIGN CRITERIA The herein stated rules for use and installation of Model RC-RES are provided by the manufacturer and must be strictly implemented for safe and full results. NOTES Residential Fire Sprinkler Systems should only be designed and installed by individuals who are completely familiar with automatic sprinkler system design, installation procedures, and techniques. Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer review and develop a working understanding of the complete list of criteria prior to initiating the design of the sprinkler system. Questions concerning sprinkler installation and usage criteria, which are not covered by the following instructions, should be submitted to your contracted company. Include sketches and technical details, as appropriate. In some instances, the requirements of this document may concern specifications which are more stringent, and which take precedence over those specified in NFPA 13, 130, 13R, or by the authority having jurisdiction. The Model RC-RES must not be used in applications where the air pressure above the ceiling is greater than that below. Inspect all sprinklers after installation to ensure that both the gap between the cover plate, ceiling and the 6 slots in the cup are open and free from any air flow impediment. The spray from the sprinkler is distributed radially outward and downward from the sprinkler deflector. Consequently, the sprinklers must be located such that there will be no blind spaces shielded from spray by partitions, room dividers, overhangs or other parts of the dwelling structure. The number of sprinklers within each compartment (as defined by NFPA 13, 130, or 13R) must be kept as few as possible. Do NOT use more sprinklers than necessary to cover a particular space. Use only the Cover Plate provided for the Model RC-RES. The sprinkler must be secured in place by firmly fastening the sprinkler system piping to the structure. If the sprinkler is not properly secured in position, reaction forces resulting from sprinkler operation could alter its orientation and its water distribution pattern. Obstruction to Water Distribution Locations of sprinklers must follow the obstruction rules of NFPA 13, 13D and 13R for Residential Sprinklers. General Service Conditions The Model RC-RES must only be utilized in WET PIPE sprinkler systems. Heat Source Criteria Refer to NFPA 13D, 13R or 13 for the requirements relating to the prevention of possible activation of the Heat Responsive Element of Model RC-RES, due to the exposure of a heat source other than an actual fire. Available Sprinkler Temperature Ratings Sprinkler Temperature Classification Sprinkler Nominal Temperature Rating Maximum Ambient Ceiling Temperature Temperature Rating of the Cover Plate Assembly Ordinary 162°F (72°C) 100°F (38°C) 140°F (60°C) Intermediate 175°F (79°C) 150°F (66°C) 140°F (60°C) 1) Intermediate 175°F (79°C) 150°F (66°C) 162°F (72°C) 1) Maximum ambient temperature for the Cover Plate Assembly is 100°F (38°C). Precautionary Warnings for Corrosive Environments Model RC-RES sprinklers should not be installed where they may be subjected to a corrosive environment including the following: Chlorine ion and Chloride environment. Stress corrosion cracking may be caused by exposure to environments with Chlorine ion and Chloride. Exposure to this environment may result in sprinklers operating under Non-Fire conditions or Not Operating when exposed to an actual fire. Sprinkler system piping with Copper. Sprinkler systems should be constructed in compliance with the applicable standards and the requirements for copper piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13, ASTM 8813, 8828, and CDA (Copper Development Association) - Solder Joint) All residual flux must be removed from the interior and exterior of the copper piping by thoroughly flushing before installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and/or leakage in the sprinkler system. Document No. U085 165 Date .' Jan/11/2019 Page 4 of 8 Hydraulic Design Criteria The minimum required sprinkler flow rates for systems designed to NFPA 13D or 13R are given in TABLE A as a function of temperature rating and the maximum allowable coverage area. The sprinkler flow rate is the minimum required discharge from the most hydraulically demanding sprinkler from each of the total number of design sprinklers' as specified in NFPA 13D or 13R. For systems designed to NFPA 13, the number of designed sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: The flow rates given in TABLE A for NFPA 13D and 13R as a function of temperature rating and maximum allowable coverage area. A minimum discharge of 0. 1 GPM/sq.ft. [4.07LPM/sq.m] over the 'design area" comprised of the four most hydraulically demanding sprinklers for the actual coverage area being protected by the four sprinklers. TABLE A. NFPA 13D & 13R WET PIPE HYDRAULIC DESIGN CRITERIA for Model SS8464 For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R or 13 as applicable. Ordinary Intermediate Maximum Maximum Temperature Rating Temperature Rating Minimum Coverage Area° Spacing 162°F (72°C) 175°F (79°C) Deflector to Installation Spacing Ft. x Ft. Ft. Ceiling Type Ft. Flow Pressure Flow Pressure (m xm) (m) GPM PSI GPM psi (m) (LPM) (bar) (LPM) (bar) 12x12 12 13 7.0 13 7.0 (3.7x3.7) (3.7) (49.2) (0.48) (492) (0.48) Smootn Ceilings 14x14 14 13 7.0 13 7,0 3/8to718 (4.3x4.3) (4.3) (49.2) (0.48) (49.2) (0.48) Inches. Beamed 15x15 15 13 7.0 13 7.0 (4.6x4.6) (4.6) (49.2) (0.48) (49.2) (0.48) Ceilings per NFPA 13D, 13R Concealed 8 (2.4) 16x16 16 13 7.0 14 8.2 or13 (4.9x4.9) (4.9) (49.2) (0.48) (53.0) (0.57) Installed in beam 3/8 to 7/8 - 18x18 18 17 12.0 18 13.5 inches (55x5.5) (5.5) (64.3) (0.83) (68.1) (0.93) below bottom of beam. 20x20 20 21 18.4 (6.1x6.1) (6.1) (79.5) (1.27) - - For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the Next Higher Coverage Area listed. Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-Factor. Refer to Hydraulic Design Criteria Section for details. Sprinkler Spacing Criteria The minimum spacing between sprinklers is 8 feet (2.4m). The maximum spacing between sprinklers cannot go beyond the coverage area calculated by using the specific hydraulic factors. (Ref. TABLE A) Document No. U085165 Date Jan/11/2019 Page 5 of 8 INSTALLATION The Model RC-RES must be installed in accordance with the following instructions: NOTES Do not use any sprinklers which have been subjected to potential mechanical damage. Do not use any sprinklers which show deformation or cracking in either the Sprinkler or the Protective Cap. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to the sprinklers that could cause improper operation or non-operation. The Protective Cap must remain on the sprinkler during installation. After the installation is completed, the Protective Cap must be removed to place the sprinkler in service. Use a torque of 7 to 14 ftIbs (9.5 to 19.0 Nm) to achieve a 1/2 inch NPT sprinkler joint. If you exceed the recommended maximum torque, this could result in damage to the sprinkler inlet, which may lead to leakage from the sprinkler. Use only NR-H model wrench socket for installation of RC-RES sprinklers. Use of any other wrench or socket is prohibited and may cause damage to the sprinkler. In case of insufficient adjustment in Cover Plate installation, do not try to overly tighten, screw the sprinkler too loosely or make any modification to the cover plate assembly. Readjust the sprinkler fitting for a better fit. Do not rotate the Cap Remover RC to the left with force when placing the two hook arms into place. The installed sprinkler may become loosened, which may cause water leakage. Installing Procedure Step I The installation requirements for the sprinkler are as follows: to be installed only in the pendent position with the waterway perpendicular to the ceiling. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 2 inches (50.8mm) as shown in Figure 3. Step 2 With pipe thread sealant applied to the threads, hand tighten the sprinkler into the sprinkler fitting. Then tighten it with the Socket NR-H or Ratchet (3/8' drive) & Socket NR-H Combination (Ref. Figure 4). The teeth of the Socket must fit perfectly with the grooves on the Sprinkler for proper installation (Ref. Figure 4). Step 3 If desired, the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Protective Cap. Before the installation of the ceiling, the sprinkler installation can be started with a 2-3/8 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the Vertical Adjustment" indicator on the Protective Cap to check for proper installation height (Ref. Figure 3). Step 4 Use the Cap Remover RC to remove the Protective Cap (Ref. Figure 5), and then push or screw a Cover Plate Assembly on the Cup of the Sprinkler by hand until its flange just has contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening the Cover Plate Assembly once the flange has contact with the ceiling. If the ceiling has been lifted from its normal position in the process of tightening the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover Plate Assembly cannot contact the ceiling sufficiently, readjust the sprinkler fitting as necessary. When properly installed, there is a nominal 1/16 inch (1.6mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6. Make pe Hr A'tocn /4r 28 - RRECT _______ i1NCORREOTI FIGURE 3. INSTALLATION FIGURE 4. RATCHET & SOCKET Document No.U085165 Date . Jan/11/2019 Page 5 or Hock up 'DJ Head. P'otecth,e Coo LJ \ C'p Recoe - pj A d ( \/ I... - 14 pu Step I Stop 2 Stop FIGURE 5. PROTECTIVE CAP REMOVAL LEI 77, Scrc/ + fl Cover Mate - - or 2' uquere O6800n) FIGURE 6. INSTALLATION (COVER PLATE ASSEMBLY) LHCORRECT CORREOT ________ FIGURE 7. INSTALLATION (CORRECT and INCORRECT) Document No. U085165 Date . Jan/11/2019 Page 7 of 8 CARE AND MAINTENANCE The following instructions must be implemented for the maintenance and service of the Model RC-RES. NOTES Wet pipe sprinkler systems must be maintained at a minimum temperature of 40°F/4°C to prevent freezing and bursting of the pipe and/or sprinklers. Automatic sprinklers are not to be tested with a heat source. Operation of the heat responsive element can result. Absence of a Cover Plate Assembly may delay the response time of the sprinkler in case of a fire. Install the cover plate assembly properly, as shown in Figure 6. Improper installation of the cover plate assembly may cause improper operation or non-operation. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does not seal off any of the air gap. Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted cover plates. Non-factory applied paint may adversely delay or prevent sprinkler operation in case of a fire. Do not pull the Cover Plate. Separation may result. In preparation for maintenance of the fire protection system, permission to close the main control valve must be obtained from the proper authorities, and all affected parties by this action, and must be informed before the maintenance session can commence. Do NOT enclose any sprinklers within drapes, curtains, or valances. Do NOT hang anything from the sprinklers. Do NOT clean the sprinklers with soap and/or water, detergents, ammonia, cleaning fluids, or other chemicals. Remove dust, lint, cobwebs, cocoons, insects, and larvae by gently brushing with a feather duster or gently vacuuming with a soft bristle (i.e., dusting) brush attachment. Exercise suitable safety precautions in the use and storage of highly flammable materials. The rapid rate of fire development and spread of these materials can reduce the ability of the sprinkler system to aid in the control of a fire involving such hazards. Leaking or corroded sprinklers must be replaced. Automatic Sprinklers must be kept in a cool and dry place. Automatic sprinklers must never be physically altered, such as painted, plated, or coated, once shipped from the factory. If the sprinklers have been in any way modified, they must be replaced. Great caution must be applied to prevent damage to the sprinklers at all stages - before, during, and after installation. Damaged units because of dropping, hitting, over-tightening, or wrench slippage, must be replaced. The Model RC-RES must only be replaced with pendent sprinklers which are listed for residential fire protection service and which have the same nominal K-Factor, the same coverage area, and the same or lower flow ratings (as indicated under TABLE A "Hydraulic Design Criteria"). When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, first verify that the new construction will not violate the installation requirements of the applicable standards of NFPA. Alter the new construction and/or the sprinkler system to suit the requirements of this document and the applicable NFPA regulations. The owner is responsible for the maintenance of the sprinkler system, including inspection and testing of its compliance with this document, as well as the standards of the National Fire Protection Association (e.g., NFPA 25), and the regulations of any other authorities having jurisdiction. The owner should direct any questions regarding the above rules and regulations to the installing contractors or the sprinkler manufacturer. If is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with NFPA 25. Document No.U085165 Date Jan/11/2019 Page : 8 of 8 When placing an order, please contact a local distributor with the following information (Model Name, Temperature Rating and Finish). Sprinkler Model: RC-RES (SIN: SS8464, Residential Flat Concealed Sprinkler, Pendent, K4.9, Temperature: 162°F (72°C) or 175°F (79°C)) Cover Plate Assembly 2-5/8 inch (68mm)or3-1/4 inch ((k83mm) or 2-5/8 inch square (068mm), Order Separately from Sprinkler Please refer to the chart below for available sizes, temperature, and finishes. Standard Finishes Custom Finishes White Ivory Beige Brown Black Nickel Copper Wood Gran Custom Color Custom Pattern 2-5/8' Round, 140°F 0 c - - - .. - C o 3-1/4° Round, 140°F C 0. 0 o 0 0 0 0 0 0 2-5/8° Square, 140°F 0 - - - -. - - - 0 2-5/8° Round, 162°F Round, 162°F Tools for Installation of Model RC-RES Socket NR-H For use with a 3/8" drive ratchet (not included) Socket NR-H Plastic For use with a 1/2" drive ratchet (not included) Cap Remover RC Document No. U085 165 Date Jan/11/2019 Page 1 of 7 \JII(IF1Gi® - ATTIC UPRIGHT lil:lI[.nu,yAy SPECIFIC APPLICATION SPRINKLER VK696 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com DESCRIPTION The Viking Attic Upright VK696 is a specific application concealed space sprinkler that provides superior tire protection in combustible and-non-combustible sloped attic spaces when used in conjunction with Viking's model V-BB (Back to Back) and V-SD (Single Directional) specific application sprinklers. Installed in the upright position, with the deflector parallel to the roof, the Attic Upright used in combination with the model V-BB increases the allowable span from 60' to 80'(18,3 m to 24,4 m). Viking Attic Upright sprinklers can be installed with either steel or CPVC piping, and allow the use of CPVC to feed the protected space below the attic (CPVC allowed on wet pipe systems only). They are available in brass or with corrosion-resistant Electroless Nickel PTFE (ENT) coatings where salt water and other corrosive elements are a consideration. Viking Attic Upright sprinklers are cULus Listed with specific application guidelines for use as special sprinklers as defined by the National Fire Protection Association (NFPA), and are listed for specific pitch range 4:12 to 12:12. LISTINGS AND APPROVALS c®us cULus Listed: Category VNIV Refer to the Approval Chart on page 3. Attic Upright Sprinkler VK696 Viking Technical Data may be found on The Viking Corporation's Web site at TECHNICAL DATA http:I!www.vikinggroupinc.com. Specifications: The Web site may include a more recent Minimum Operating Pressure: 7 psi (0.5 bar) edition of this Technical Data Page. Rated to 175 psi (12 bar) water working pressure Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1/2" (15 mm) NPT Nominal K-Factor: 4.2 U.S. (57 metric*) * Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to -65 °F (-55 "C) Overall Length: 2-1/4" (57 mm) Material Standards: Frame Casting: Brass UNS-C84400 Deflector: Brass UNS-026000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-530400 Ordering Information: (Also refer to the current Viking price list.) To order the Attic Sprinkler, add the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, ENT = JN Temperature Suffix: E = 200 "F (93.3 "0) Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking website under Technical Data) Sprinkler Wrench: Standard Wrench: Part No. 10896W/B Sprinkler Cabinets: Six-head capacity: Part No. 01724A Twelve-head capacity: Part No. 01725A Form No. F_042815 16.01.28 Rev 16.1 Replaces Form F_042815 Rev. 15.2 (Revised Fig3) Page 2of7 / ATTIC UPRIGHT NIIQNG*SPECIFIC APPLICATION - SPRINKLER VK696 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com INSTALLATION Refer to appropriate NFPA Installation Standards. NOTE: Precedence for allowing 4.2K sprinklers to be used on dry pipe systems utilizing corrosion-resistant or internally galva- nized steel pipe is based on paragraph 8.3.4.4 of NFPA 13 (2013 edition). OPERATION During a fire condition, the heat sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the deflector, forming a uniform spray pattern to extinguish or control the fire, and protect the piping in the interstitial space. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Attic Upright Specific Application Sprinkler is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES SpurHac Temperature Sprinkler Nominal Maxuliu mbint , lb C'assification Temperature Rating I Ceiling Temperature U Color Intermediate 200 °F (93.3 °C) 150 °F (65°C) Green Sprinkler Finishes: Brass, ENT3 Footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13, Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. cULus Listed as corrosion resistant. Protective Sprinkler Cap Wrench Flat 10896 Figure 1: Standard Sprinkler Wrench 10896Wl Form No. F_042815 16.01.28 Rev 16.1 I_ 1-1/4" (32 mm) I 2-1/4" (57 mm) HW 7/16" (12 mm) J 1/2" (15 mm) Nominal Pipe Engagement NPT (Dimensions are approximate) Page 3 of 7 ATTIC UPRIGHT 'J I 11(1 W*j A 81 SPECIFIC APPLICATION SPRINKLER VK696 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com - P6VAL11ARTTT KEY prih Specific- Ar'r' 1C3t. n prii c- '19 Fin st Tx4 For a Non Ail C Part N Maximum Thread Size Nominal r--K-Factor Overall Length Listings and Apovs Number' Pressure NPT BSP U.S. metric2 Inches mm cULus4 FM LPCB CE 19538 VK696 175 psi 112' 1 15mm 4.2 57 2-1/4 1 57 A1,A2 -- -- -- -- Approved Temperature Rating Approved Finish A - 200 °F (93.3 C) 1 - Brass, 2 - ENT' 1 Also refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This table shows the listings and approvals available at the time of printing. Other approvals may be in process. Listed by Underwriters Laboratories Inc. for use in the United States and Canada. cULus Listed as corrosion resistant. -- ri - : r Nominal Minimum Minimum Dry Pipe System Sprinkler Thread Size Allowable Roof K-Factor Flow Pressure Maximum Water Base Part SIN Span' Pitch' ........... .... .------------------------------ Delivery Time Number NFT BSP U.S. metric Ft. (M) GPM LPM PSI BAR (in seconds) Minimum 7 psi (0,48 Bar) 4:12 to 60 seconds 19538 VK696 1/2" 15mm 4.2 57 10(3,1) x 12 (3,6) Minimum 0.10 gpm/ft2 (4,1 mm/mm.) Design Density , 12:12 1 (All System Sizes) NOTE: Precedence for allowing 4.2K sprinklers to be used on dry pipe systems utilizing corrosion-resistant or internally galvanized steel pipe is based on paragraph 8.3.4.4 of NFPA 13 (2013 edition). 1 Pitch and slope indicate the incline of a roof, expressed as a proportion of the vertical to the horizontal. 'The Attic Upright is measured along the slope maximum 10 ft. (3,1 m) perpendicular to slope by maximum 12 ft (3,6 m) parallel to slope. IMPORTANT: Always refer to Bulletin Form No. F 091699 - Care and Handling of Sprinklers. Also refer to page SRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accor- dance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_042815 16.01.28 Rev 16.1 Page 4of7 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818.1680 Email: techsvcsvikingcorp•com ADDITIONAL DESIGN CRITERIA - UL Chart 2 ASL reer to DESIGN CR}TERACha 1) Allowable roof span, flov, pre ure and slope for a a protection using Viking V SD Sprinklers Design Criteria: Flow and Pressures refer to Design Chart 1. System Type: Wet systems and dry systems. Piping Types: Steel (wet and dry) CPVC (wet systems only). Occupancy Classification: Light hazard only. Viking Attic Uripht Sprinkler Spacing Maximum Coverage Area: 120 ft2 (11,2 m2) Minimum Spacing: 7-0' (2,1 m) from Attic Upright Sprinklers, V-BB Sprinklers, V-SD Sprinklers, and Standard Spray Sprinklers, when measured along the peak/ridge direction. 26-0' (7,9 m) from Viking V-BB and V-SD Sprinklers when measured down the slope. Maximum Spacing: 10-0" (3,1 m) when measured perpendicular to the slope. 12-0" (3,7 m) when measured parallel to the slope. Additional Spacing Considerations: If there is more than one row of Attic Upright Sprinklers, they must be staggered as shown in Figure 3. Attic Upright Sprinklers can provide up to 10-0" (3,1 m) coverage at the eave(s) beyond the maximum allowable roof spans for the V-BB and V-SD Sprinklers by installing a row of Attic Uprights. Refer to Figure 4 and 5 for installation criteria in these situations. Deflector Position: Deflector located 1"— 3" (26 - 77 mm) below the bottom of the top chord or bottom of solid wood rafter for all roof pitches as per the listing from 4:12 - 12:12, with a maximum top chord or solid wood rafter depth of 12" (305 mm). Use of UL Listed CPVC Blazemaster Piping (Wet Systems Only): Can be used to supply the sprinklers protecting the floor below the combustible concealed space when covered with 6" (153 mm) of non-combustible insulation over the horizontal or vertical piping, and extending 12" (305 mm) on both sides of the center line of the piping. If the piping is located in the joist, the width of the joist channel must be entirely covered to 6" above the top of the piping. The area above the piping must be protected with the Viking Model V-BBs, V-SD's, or the Attic Upright Sprinklers. Listed CPVC Blazemaster piping may also be used exposed to provide wet system, vertical or angled, sprigs to Attic Upright Sprinklers where: The exposed portion of an angled sprig is a maximum length of 3-0" (0,9 m), with the sprig being supported adjacent to the Attic Upright Sprinkler, and vertical restraint is provided on the horizontal pipe runs with CPVC hangers. Maximum exposed length on a sprig of 10-0" (3,1 m), with a maximum lateral distance for the Attic Upright Sprinkler of 12" (305 mm) off of the centerline of the sprig. Sprig must also be supported at the swing joint to the Attic Upright Sprinkler. Minimum 6" (153 mm) deep of non-combustible insulation extending 12" (305 mm) on each side of the pipe centerline for the CPVC branchline feeding the Attic Upright Sprinklers. If the CPVC branchline is installed inside the ceiling joist, the joist channel must be covered or filled with a minimum of 6" (153 mm) deep non-combustible insulation on top of the branchline feeding the Attic Upright Sprinkler sprigs. Additional non-combustible insulation can be added to reduce the exposed length of the sprigs being used with the Attic Upright Sprinklers. Installed with a minimum lateral distance of 18" (458 mm) from any device that produces and releases heat. i.e Attic furnace, Kitchen or Bathroom Exhaust fan, Flue Vents, Heat Lamps, and other such devices. Continues on next page. Form No. F_042815 16.01.28 Rev 16.1 Page 5 of 7 sJII(JF416j® - ATTIC UPRIGHT SPECIFIC APPLICATION SPRINKLER VK696 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Continued from previous page. Insulation requirements are provided solely for Fire Protection purposes and not for freeze protection. r, Non-combustible insulation being used needs to be verified for chemical compatibility with the CPVC piping at www.lubrizol.com Obstruction Criteria: Refer to Figures 6 and 7. Refer to Sections 8.8.5.2.1.3 and 8.8.5.2.1.7 of NFPA 13, 2013 for requirements if installed on greater than 2-1/2" diameter piping. Hydraulic Requirements: Minimum Design pressure: 7 psi Minimum design density: 0.10 gpm/sq. ft. For individual areas requiring more than four Attic Upright Sprinklers, the maximum area of the attic protected by Attic Upright Sprinklers is 3,000 ft (279 m2) in any single area. In order to be considered a single area, the areas protected by the Attic Upright Sprinklers must be separated by a minimum of 15-0" (4,6 m), having that separation being protected by V-BB or V-SD sprinklers. The design area shall include the most hydraulically demanding sprinklers, and in certain cases may require more than one set of calculations to verify the systems design. Refer to the Technical Data Sheets for the Model V-BB (Form No. F_042915) and V-SD (Form No. F 043015) Specific Application Attic Sprinklers for more information regarding hydraulic requirements of Attic Upright Sprinklers. V.813Ekto SOno rIJrjn P4cUpnht Top Sde Top Side Top S1 Ll1 Form No. F_042815 16.01.28 Rev 16.1 p Page 6 of 7' The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com When the total number of Attic Upright Sprinklers at the hip is Region 1: Region 2: Region 3: greater than 4: Attic Upright Sprinklers V-BB Sprinklers shown Attic Upright Sprinklers Wet Systems: Calculate the most A A ._ ...._.A....... demanding 5 model V-BB or V-SD Sprinklers, add the most demanding 2 .•., i Attic Upright Sprinklers, then calculate 1 1 — must the most demanding region up to 1500 Spacing ff2 (137 m2) that uses Attic Upright . .. — be staggered Sprinklers (example Region 1 at right) ' • for additional Use the most demanding calculation. .. :•. — rows Dry Systems: Calculate the most c".. ..• demanding 7 model V-BB or V-SD I II sprinklers, add the most demanding 2 15'(4,6 m) Minimum • ................ Attic Upright Sprinklers, then calculate '••, • the most demanding region up to 1950 ft2. (181 m2) that uses Attic Upright — — Sprinklers (example: Region 1 at right). Use the most demanding calculation. [Atic Figure 3 Upright Sprinklers Combined with V-BB or V-SD Sprinklers Refer to Figures 4 and 5 below. For attics having a span of 60 - 80 ft. (18,3 - 24,4 m), only the 8.0K model V-BB sprinklers combined with Attic Upright Sprinklers can be used. For attics with a span of over 80'(24,4 m), Standard Spray Spinklers must be used. In an attic using single ridge construction, 8.0K model V-BB sprinklers must be used to protect the center portion. Attic Upright sprinklers or Standard Spray Sprinklers should be used to cover up to 10 feet (3,1 m) at the eaves beyond the maximum 60 ft. (18,3) span covered by the model V-BB Sprinklers. Refer to the Technical Data Sheets for the model V-BB and V-SD sprinklers for more information. Over 60- 80ft (18,3 — 24,4 m) 6'(1,83 m) 6'(1,83 m) Maximum ,. Maximum Minimum ________ 10' (3,05 m) V-1313 Coverage Maximum Attic Upright Coverage Figure 4 Model V-1313 Spinklers Combined with Attic Upright Sprinklers Covering Over 60 to 80 ft Span Attic Upright sprinklers spaced 8'- 7' (2,4 -1,8 m)on centers V-SD 6'(1,83m) I Maximum I -. 6'(1,83m) Maximum 4' (1,22 m) Minimum V-SD 10' (3,05 m) Coverage Maximum Attic Upright Coverage Figure 5: Model V-SD Spinklers Combined with Attic Upright Sprinklers Form No. F_042815 16.01.28 Rev 16.1 Page 7 of 7 HIIIs1G® - ATTIC UPRIGHT Ipl:tl[.1u.nf SPECIFIC APPLICATION SPRINKLER VK696 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Refer to Figure 6 below. Requirements: X ~: 3Y or 3Z, X < 24' (610 mm); Use the larger dimension Y or Z. ELEVATION VIEW YI M' I. 'I PLAN VIEW YI M I 1' z x Figure 6: Attic Upright Obstruction Criteria I TABLE 2-. ATTIC UPRIGHT OBSTRUCTION CRITERIA F {)HZOfl L:stnc X• Mnv1Lm VetcI [sti:e Dector V'J 2561 (.5 152 mm) (77 mm) >6-9" (>152 - 229 mm) (102 mm) >9' - 12" 6' (>229 - 305 mm) (89 mm) >12" - 15" 8" (>305 - 381 mm) (204 mm) >15' - 18" 9-1/2" (>381 - 458 mm) (242 mm) >18" - 24' 12-1/2" (>458 - 610 mm) (318 mm) >24-30' 15-1/2" (>610 - 762 mm) (394 mm) >30" 18" (762 mm) (458 mm) Form No. F_042815 16.01.28 Rev 16.1 Replaces Form F_042815 Rev. 15.2 (Revised Fig3) UN GUARD[TTU License NV-431307 CA-950378 PRD TELTTILJN Rid Limit 54.5 M 6438 Arvifle St. Las Vegas, NV 89118 (702) 966-8021 Tel (702) 987-1174 Fax www.onguardfp.com !it2_IIII[t} U;] NFP MEMBE R FIRE SPRINKLERS— FIRE ALARMS -FIRE EXTINGUISHERS -EMERGENCY LIGHTING — SAFETY & FIRST AID SUPPLIES Page 4 of 7 Viking Plastics BJazeMaster Pipe Features Sizes Available (Nominal): 3/4" (DN2O) through 3" (DN80) pipe diameters, with a Standard Dimension Ratio (SDR) of 13.5 as specified in ASTM F442. Environmental Specifications: Indoor use only. Maximum Ambient Temperature: 150°F (65°C) Hazen-Williams C Value: 150 Pressure Data: Working Pressure: 175 PSI (12.1 bar) at 150°F (65°C) Specifications: • Meets NFPA 13R and 13D standards for residential occupancies as well as NFPA 13 standards for light hazard occupancies. Pipe meets or exceeds ASTM F442. Certified by NSF International for potable water services. CPVC pipe from Viking Plastics use compound cell class 23547 (demonstrated highest structural properties). cULus Listed, FM Approved, New York City (MEA) Approved, LPCB Approved. CPVC PIPE PHYSICAL DATA Nominal Pipe Size Actual Outside Diameter Average Inside Diameter *weight per 15' (4,6 m) length. Length Approvals M Part Number • Inch DN Inch mm Inch mm Lb. Kg. Feet 3/4" DN20 1.050 26,670 0,874 22,199 2.52 1,14 15 4.6 cULus,FM, NSF 34PlPE 1" DN25 1.315 33,401 1.101 27,965 3.93 1,78 15 4.6 1PIPE 1 1/4" DN32 1.660 42,164 1.394 35,408 6.27 2,84 15 4.6 114PlPE 11/2" DN40 1.900 48,260 1.598 40,589 8.22 3,73 1 15 4.6 112PlPE 2" DNSO 2,375 60,325 2.003 50,876 12.89 5,85 15 4.6 2PIPE 2 1/2" DN65 2.875 73,000 2.423 61,500 18.86 8,55 15 4.6 212PlPE 3" DN80 3.500 88,900 2.950 74,900 28.01 12,71 15 4.6 3PIPE Nominal Pipe Size Actual Outside Diameter Average Inside Diameter *Weight per 10 (3,05 m) length Length Approvals M Part Number Inch DN Inch mm Inch mm Lb. Kg. Feet 3/4" DN20 1.050 26,670 0.874 22,199 1.68 0,76 10 3,05 cULus,FM, NSF 34P1PE10 1" DN25 1.315 33,401 1.101 27,965 2.62 1,19 10 3,05 1PIPE10 1 1/4" DN32 1.660 42,164 1.394 35,408 4.18 1,90 10 3,05 114PlPE10 11/2" DN40 1.900 48,260 1.598 40,589 5.48 2,49 10 1 3,05 112PlPE10 2" DN50 2.375 60,325 2.003 1 50,876 8.59 3,90 10 3,05 2PlPE10 2 1/2" DN65 2.875 73,000 2.423 61,500 12.57 5,70 10 3,05 212PIPE1O 3" DN80 3.500 88,900 2.950 74,900 18.67 8,47 10 3,05 3PlPE10 NOTE: CPVC Pipe is produced in SDR 13.5 Dimensions in accordance with ASTM P4-42. Standard Dimension Ratio is the ratio of the outside pipe diameter to the wall thickness of the pipe. Blazemasterl is a registered trademark of Lubrizol. Specifications subject to change without notice Empty pipe weights IMPORTANT: Installers should receive thorough hands-on training in the proper methods of assembly and installation of CPVC products Trusted above a111° \IH(JIs1G Viking Plastics CPVC Pipe Product Specifications Corrosion resistant CPVC fire sprinkler pipe, when installed in strict accordance with the manufacturers design and instal- lation instructions, is UL and c-UL Listed by Underwriters Laboratories for use in the following: Meets NFPA 13R and 13D standards for residential occupancies as well as NFPA 13 standards for light hazard occupancies. Residential occupancies up to and including four stories in height as defined by NFPA 13R. Residential occupancies as defined in the Standard for Sprinkler Systems in One and Two Family Dwellings, NFPA 13D. Installation of private fire service mains and their appurtenances, NFPA 24. CPVC fire sprinkler pipe from Viking Plastics shall be employed in wet pipe systems only and are not listed for outdoor use. CPVC pipe must never be used in a system using compressed air or other gases. CPVC pipe from Viking Plastics also carries the follow- ing enhanced listings and approvals: According to UL Listing Can be flush at return air plenums Exposed system risers NFPA 13D, 13R Exposed basement NFPA 13D (solid wood joist) Extended coverage (exposed) 20 spacing on pendent in lieu of 15' 18 spacing on sidewall in lieu of 14' Use with combustible concealed sprinklers Tyco attic sprinkler head (to protect the floor below) Tyco attic sprinkler head with wet system piping (feed main and ridge installation) New and enhanced listings and approvals are being pursued. Always check with the appropriate Listing and Approval agency for details on current listing parameters. CPVC pipe meets all applicable standards for pressure rated applica- tion as required in ANSI-NSF Standard 14 and complies with ANSI-NSF Standard 61 for health effects and are marked with the NSF-pw end use marking. All CPVC fire sprinkler pipe shall be Listed by Underwriters Laboratories for wet pipe systems, and shall carry a rated working pressure of 175 psi @ 150°F (12 bar @ 65.5°C). *The FM Approval is limited to use in wet pipe fire protection sprinkler systems for light hazard occupancies in both concealed and exposed applications with certain restrictions. Piping must always be installed in strict accordance to the manufacturer's DESIGN AND INSTALLATION GUIDE, including product storage and handling, joining methods, supporting and bracing, expansion and con- traction allowance and testing, etc. National Fire Protection Association (NFPA) Standards 13, 13D, and 13R must be referenced for design and installation requirements in conjunction with the installation instructions. Exposed sidewall sprinkler listing for exposed pipe & fittings 24' extended coverage sidewall sprinkler, 12" drop, 155°F sprinkler head 18' extended coverage sidewall sprinkler, 12" drop, 165°F sprinkler head 16' extended coverage sidewall sprinkler, 12" drop, 175°F sprinkler head 14' standard coverage sidewall sprinkler, 12" drop, 200°F sprinkler head Factory Mutual Approved* Factory Mutual Approval exposed Factory Mutual Approval above drop-in ceilings Factory Mutual Approval exposed w/Soffi-Steel soffiting covering system All CPVC tire sprinkler pipe from Viking Plastics is manufactured in the USA. All CPVC pipe shall be packaged immediately after its manufacture to prevent damage and shall be stored indoors after production, at the manufacturing site, until shipped from the factory. The pipe shall bear the logo of the listing agencies, and shall carry the National Sanitation Foun- dation (NSF) seal of approval for potable water applications. CPVC products are intended for use in areas where the maximum ambi- ent temperature does not exceed 150°F (65.5°C). If the ambient tempera- ture is expected to exceed this imitation, refer to the manufacturer's DE- SIGN AND INSTALLATION GUIDE for additional information on methods to reduce the pipe exposure temperatures. CPVC pipe is not intended to be installed in outdoor applications. CPVC pipe is intended to be used in wet pipe systems only and have not been investigated for use in dry pipe systems. Special installation and design criteria relative to pipe hanger spacings, piping and sprinkler restraint, sprinkler temperature rating, piping locations, testing procedures and friction loss characteristics are specified in the manufacturer's installation instructions provided with the pipe. The manufacturer's installation instructions should be reviewed and the Authority Having Jurisdiction consulted before installation. Trusted above aHT° N1KJW4J .9 One Hole Strap for CPVC fr tpVC cw PoIyutar ire sprnk 4*g re Sprmk t1T nste per NFPA3, r wd i rd*nej }:x RU -01 1C11P2 srpd wivi ME. q1tap. plvanL flTTh1 File VXHEX657 _______ mm GiS fj A 6 P#OZTriay -p rI r Mn,~S~vv 67 PTO lvw~o V7 r vs LTT - r U9A t. n1 o :Th* T4 i iS oawvtd iksa RCO Q1i C or Wpcfttv k rrin j:t ztu. 9 f'14 il"Irs r FOR MORE INFORMATION CALL ARGCO AT 1.8QO451O1 08 LOG ONTO WWWARGCOCO HEX HEAD SCREWS L )iei r • tr. rt r tic er z erdn or t pjjr. It çt be ust4 on w1p or bcw.t o bem The cge e c-d to any aamage to the CPV( pip!. It eJy ud Icx head wkhmzd.ng -eL .up1:&) Sis, File vX1.EX6537 1. SNAP CPVC PIPE iNTO NANGER. 2 MOUNT HANGER 10 OEPS'DE OF 3FPM WITH SCREWS ROV(DD 3. MAY ALSO BE USED ON TOP $IDE OF BEAM E11!kI4&!i!Ii s1! ii T V. ../&;iC r..;{ The 40 foin is d'JMi ' tJ wd 3 b^66fad to AR1CO =d )la al" i~4mfxv tj, Lw of il";Vur'll"al by 'L.0fl r&ai1 Oro otblyr,"4 rip cCit U Isft ..... e'v'o ft aztIt"Ay of ae frcoz. 'ix; of tze. V4 pUvpmw pi . r'o0 fl LS (-,servc w%l v,1,3vi tutS y:i'1 V a ce"'ww rOr T eJoc o po .iizl t'i1 th S.rç i* o( rrte 01 ojr p0J V FOR MORE INFORMATION CALL ARGCO AT 1-803-854-1015 OR LOG ONTO WWW.ARGCO.COM _____ GUARANXtED : GCO cvc Two-Hole 90, Side Mount Strap 1:: bcgtom btm Iot j. upphd ai V - File V1'XREX67 Jm- T _ Srap CPVC pipe NAIIV.7 WO hanger thrnpes hd pipe in place 2 M4urfl hanger orL coø beam WLh wows dL 3 My tuso to used on the urdede of bm 4, Do andw 4rfty to surface, be aure that pipe can slide Peaty 9110,U0 hinW. May teud as e 90d6 in me upward ps4tri, t4oI designed, to restfato upwgm mcveni o pp cx1it 'Tha Wouffmoor n cd e'iri md 4 MIQ i rx ti ie c-r fli c.ir iU* l 1411* t 4wwrrin* w. pdd. tlooiw4i Of um. Or Pre;w3tion vticx to um, rd it tile L44 To mseeve !3 clap, Ue 'iii 4r FOR MORE INFORMATION CALL ARGCO AT 10()-8541015 09 LOG QtT0 WWWARGCOCOM ARGCOI -T STAND-OFF TWO HOLE STRAP NO BLOCK FOR CPVC *For mounting C?VC pipe to wood lard e0ges, he'p prottt CPVC GakmLed te& Supptd with #O hx head cap CamIks with the staVc, load requirements çf NPM 13 Sit (or fire protdos Instilladons Eliminate patr Or backup blocks 3) Ooli Lri All zas cars & LLsea as a ten,rlr.e n IA9 bt1m poslton T 34 nly cars bt tS1 s a rctr4frainat fl 1O top plln, ( (i 6 Fie VIXF4EXS58I ignqif to T t CPVC øp h zOiflaDy o verftcaliy to WOM of compvs~ts wood s oith a tmurnum 11- thckre ogs v t/tateai res1mn wd ptev"ts upward movemn the pflpe lsat uppbs paanI fire sprflIder bGow cefln. kstaon: Per NFPA 13 3R anti I 3D (See aed) Spacp. by pipe type trtsaft ntcJ wood, enctó o te& snap over pipe I1't quec strap bdc afl'Mrg pipe to sIe, WooG- 3'4 t CfC P - no am-drO i &w $f to 2' s'") ft* 1" Lag sa" CC F /4 TiK Coop 1t4TE95c AO, fF- A IAG I 24' 32 I .. z - NO • • 4 am **e " we + 8 4 p( it4 , c'ds (4* of t.404 : 8 PAT çAu. i 04 Wo ONTO *w #AqC0z4d iINII1I4! 1Lk.i:V !For n'ontfrg CVC pe zo wood FI3red edges hp pm:ezr CPVC GaIvanc Supplied wrh O x C?.p rW Corr'pes withal, the ta c kc requiremwits at NfPA' * SjtbR for filre For Pipe Esj insci zn __fl-I t' 7/ Djni to rncunt CFVC pipe hotizontally w o wo or commit wooc Kmts Whn a mIrurnun .3/ vitkness, Oe dg eraIPs a.flT2Sfl. trQn PE' NF? 3, i3 and 1 30. IrisiaH 't wood o Sdc's Orb CPVG fl3Q7L- 1 I I ON G'LJ4RDL ; I Lis 1307 7 —PRD TEE TIIJN 6438 Arvite St. Las Vegas, NV 89118 (702) 966-8021 Tel (702) 987-1174 Fax www.onguardfpcom Bid IJrnid4,S M 111 MEMBER FIRE SPRINKLERS—FIRE ALARMS -FIRE EXTINGUISHERS -EMERGENCY LIGHTING - SAFETY & FIRST AID SUPPLIES Page 6 of 7 E-Series® Ultrasonic Meter Badger Meter Cold Water Stainless Steel Meter, 1-1/2 and 2 inch UL Certified for Fire Service Applications NSF/ANSI Standard 61 Certified, Annex G FI*i4iL1l [,] The E-Series' Ultrasonic meter uses solid-state technology in a compact, totally encapsulated, weatherproof, and UV-resistant housing, suitable for residential and commercial applications. Electronic metering provides information—such as rate of flow and reverse flow indication—and data not typically available through traditional, mechanical meters and registers. Electronic metering eliminates measurement errors due to sand, suspended particles and pressure fluctuations. The Ultrasonic 1-1/2 and 2 inch meters feature: UL Listing under UL Subject 3278 for residential fire service applications. Minimum extended low-flow rate lower than typical positive displacement meters. Simplified one-piece electronic meter and register that are integral to the meter body and virtually maintenance free. Sealed, non-removable, tamper-protected meter and register. Easy-to-read, 9-digit LCD display presents consumption, rate of flow, reverse-flow indication, and alarms. High resolution industry standard ASCII encoder protocol. The Ultrasonic meter is available with an in-line connector for easy connection and installation to AMR/AMI endpoints. It is also available with a flying lead for field splice connection. APPLICATIONS This Ultrasonic meter is UL Listed under UL Subject 3278, inferential type water meters used in residential fire service applications. These applications are regulated by local codes and requirements established by the Authority Having Jurisdiction (AHJ). Additional application information is provided in NFPA 13D, one- and two- family residences. The Ultrasonic meter complies with applicable portions of NSF/ANSI Standard 61, Annex G. There is currently no AWWA standard that specifically addresses ultrasonic meters for residential fire service applications. OPERATION & PERFORMANCE As water flows into the measuring tube, ultrasonic signals are sent consecutively in forward and reverse directions of flow. Velocity is then determined by measuring the time difference between the measurement in the forward and reverse directions. Total volume is calculated from the measured flow velocity using water temperature and pipe diameter. The LCD display shows total volume and alarm conditions and can toggle to display rate of flow. In the normal temperature range of 45.. .85° F (7...29" C), the Ultrasonic "new meter" consumption measurement is accurate to: ±1.5% over the normal flow range ±3.0% from the extended low flow range to the minimum flow value CONSTRUCTION E-Series Ultrasonic meters feature a stainless steel, lead-free meter housing, an engineered polymer and stainless steel metering insert, a meter-control circuit board with associated wiring, LCD, and battery. Wetted elements are limited to the pressure vessel, the polymer/stainless steel metering insert and the transducers. The electronic components are housed and fully potted within a molded, engineered polymer enclosure, which is permanently attached to the meter housing. The transducers extend through the stainless steel housing and are sealed by 0-rings. The metering insert holds the stainless steel ultrasonic reflectors in the center of the flow area, enabling turbulence-free water flow through the tube and around the ultrasonic signal reflectors. The metering insert's patented design virtually eliminates chemical buildup on the reflectors, ensuring long-term metering accuracy. METER INSTALLATION The meter can be installed using horizontal or vertical piping, with flow in the up direction. The meter will not measure flow when an "empty pipe" condition is experienced. An empty pipe is defined as a condition when the flow sensors are not fully submerged. LISTED ESM-DS-00673-EN-07 (March 2017) i. EIf4I1 III1 E-Series Ultrasonic Meter, Cold Water Stainless Steel Meter SPECIFICATIONS E-Series Ultrasonic I Residential Fire Service Certified under UL 3278 Residential Fire Service Meters - 1-1/2 in. (40 mm) 2 in. (50 mm) File No. 15653, Control No 4DP3 Operating Range 1.5...100gpm 2 ... 160gpm Extended Low-Flow Rate 0.40:gpm 0.50 gprn Maximum Continuous Operation 100 gpm 160 gpm Pressure Loss at Maximum Flow 3.8 psi 1 5.2 psi Reverse Flow, Maximum Rate 12 gpm 18 gpm In the normal temperature range of 45.. .85° F (7.. .29° C), new meter consumption Operating Performance measurement is accurate to: ±1.5% over the normal flow range ±3.0% from the extended low flow range to the minimum flow value Storage Temperature - 4C... 140' F (- 40.. .60°C) Maximum Ambient Storage (Storage for One Hour) 150' F (72° C) Measured-Fluid Temperature Range 34... 140° F (1.. .60°C) Humidity 0... 100% condensing Maximum Operating Pressure of Meter Housing 1 175psi (12 bar) RegisterType Straight reading, permanently sealed electronic LCD; digits are 0.28 in. (7 mm) high Consumption (up to nine digits) Register Display Rate of flow Alarms Unit of measure factory programmed for gallons, cubic feet and cubic meters 100,000,000 gallons Register Capacity 10,000,000 cubic feet 1,000,000 cubic meters alIons: 0.X Totalization Display Resolution . Cubic feet: 0.XX Cubic meters: 0.XXX Batter y 3.6-volt lithium thionyl chloride; battery is fully encapsulated within the register housing and is not replaceable;_20-year battery life MATE R)ALS Meter Housing 316 stainless steel Measuring Element I Pai: of ultrasonic sensors located in the flow tube Register Housing & Lid Engineered polymer Metering Insert Engineered polymer & stainless steel Transducers Piero-ceramic device with wetted surface of stainless CrNiMo Page 2 ESM-DS-00673-EN-07 March 2017 1. Product Data Sheet PHYSICAL DIMENSIONS E-Series Ultrasonic j Residential Fire Service Certified under UL 327B Residential Fire Service Meters - File No. 15653, Control No. 4DP3 1-1/2 in. (40 mm) 1-1/2 in. (40 mm) 2 in. (50 mm) 2 in. (SO mm) Housing Elliptical HEX Elliptical HEX Size Designation X Lay Length 11/2x131n. 1- 1 /2 x 12.62 in. (38 x 330 mm) (38 x 321 mm) 2x17in. (51 x 432 mm) 2x15.25in. (51 x 387 mm) Weight (without AMR) 8.2 lb (3.7 kg) 6.5 lb 8.9 lb (4.0 kg) See illustration below for Measurement Designations. Length (A) 13 in. (33 cm) 12.62 in. (32 cm) 17 in. (43 cm) 15.25 in. (39 cm) Height (B) 2,80 in. (71 mm) 2.84 in. (72 mm) 3.01 in. (77 mm) 3.06 in. (78 mm) Height (C) 4.55 in. (116 mm) 4.15 in. 005 mm) 4.76 in. (121 mm) 4.68 in. (119 mm) Length (D) 7.10 in. (180 mm) 5.31 in. (135 mm) 11.10 in. (282 mm) 5.05 in. (128 mm) Width (E) 5.50 in. (140 mm) 3.90 in. (99 mm) 6.08 in. (154mm) 3.90 in. (99 mm) Bore Size 1-1/2 in. (40 mm) 1-1/2 in. (40 mm) 2 in. (51 mm) 2 in. (51 mm) Two-Bolt Elliptical Flange (AWWA) Companion Flange 1-1/2 in. (40 mm) - 1-1/2 in. (40 mm) 1 2 in. (51 mm) 2 in. (51 mm) - - Internal Thread Size - 1-1/2 in. NPT - 2 in. NPT Elliptical Measurement Designations HEX Measurement Designations March 2017 ESM-DS-00673-EN-07 Page 3 E-Series® Ultrasonic Meter, Cold Water Stainless Steel Meter ACCURACY CHARTS Rate of Flow in Gallons Per Minute (GPM) 11I2 in. Meter 110.00 108.00 106.00 104.00 102.00 .E 100.00 98.00 96.00 94,00 92.00 90.00 0.1 1 ii) 100 Flow Rate in GPM 2 in Meter 11(1 108 106 104 102 . ioo 98 96 94 92 90 0.1 1 10 100 Flow Rate in GPM Making Water Visib ee ESeries, GALAXY, Making waterVdib(e and ORION are registered trademarks of Badger Meter, Inc. Other trademarks appearing in this documeflt are the property of their respective entrties. Due tocontinuous researcit, product improvements and e harmemeirts, Badger Meter reserves the right to change product cr system specifications without notice, except to the extent an outstanding contractual obligation exists. Itt 2017 Sadger Meter, Inc. All rights reserved. wwwbadgermeter.com The Americcu I Badger Meter 14545 Wert Stows Deerlid , PD lox 2450361 Milwaukee, W53224-9536 : . 800-876-3837;: 414-31-5-0400 M4xico I Badger Meter tie las Americas, S.A. de C.V. . Pedro Lois Oqaodu 12'32 1 Esc ,'snnlins V241 CaMels Gsad5lsee Ins Cli 01050 1 1016xim, Dr M6e!cc . +52-55-5662-0882 Europe, Eastern Europe Branch Office (for Poland, Latvia, Lithuania, Estonia, Ukraine, Belarus) 1 Badger Meter Europe 1 uL torfanteCo 6 144- 193 KeurOw I Poland +455-32-236-8787 Europe, Middle East and Africa I Badger Meter Europe GmbH i, Nurt1rrs1er 5076 72639 Nestler. I Gnrmenyi +49.7025-9708-3 Europe, Middle East Branch Office I Badger Meter Europe 1 PS Sos 341442 1 0s6u1 Silicon Oasis, Head Quarter 8u661nq 1014n4 C, Office iIC209 0504 / 09+ I r971-4'371 2503 Slovakia I Badger Meter Slovakia s.r.o.I ilsciunska '09/I5 831 02 5r6clsna, Slovkie i. 44212-4463 $301 Asia liaciffcj hedger Meterl SO Marine Parade lid: 2106 Parkway Pertule I Sinçsporc- 449269 i, ~65-63464836 China Badger Meter' 7-1202994145640059 0056 . Mir.Iixng District I 50nn90ui 1 Chins 201101 , i86-21-576354Q Switzerland I Badger Meter Swiss AG: . Miltelholzerslasse $ , 3006 tern 1Swilnerland , 4i.3t-952 01 51 LwecvOocurnent Numbex ESM4'-1 I-EN ES-A- LF4000B Job Name Job Location Engineer Approval Series LF4000B - Reduced Pressure Zone Assemblies Sizes: W - 2" Series LF4000B Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series can be used in a variety of installations, including the prevention of health hazard cross connections in piping systems or for containment at the service line entrance. This series features two in-line, independent check valves, captured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy maintenance and assembly access, Sizes ½'—l' shutoffs have tee handles, The LF4000B features Lead Free' construction to comply with Lead Free installation requirements. Features Single access cover and modular check construction for ease of maintenance Top entry - all internals immediately accessible Captured springs for safe maintenance Internal relief valve for reduced installation clearances Replaceable seats for economical repair Lead Free' cast silicon copper alloy construction for durability - ½' to 2' Ball valve test cocks - screwdriver slotted - ½" to 2" Large body passages provides low pressure drop Compact, space saving design No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent back-flow due to backsi- phonage and/or backpressuro. Lead Free' Reduced Pressure Zone Assembly shall be constructed using Lead Free' materials. Lead Free assemblies shall comply with state codes and standards, where applicable, requiring reduced lead content. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of all internal components shall be through a single access cover secured with stainless steel bolts. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The assembly shall meet the requirements of: USC: ASSE Std. 1013; AWNA Std. C511; CSA B64.4, The assembly shall be an Ames Fire & Waterworks Series LF4000B, Contractor Approval Contractor's P.O. No. Representative Approvals (9, caus 1013 B64.4 Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Available Models Suffix: B - quarter-turn ball valves LBV - less ball valves Pressure - Temperature Suitable for supply pressures up to 175 psi (12.1 bar) and water tem- perature to 180F (75°C) continuous, Standards AVWA C51 1, IAPMO File No. 1563 NOTICE The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before beginning the installation of this product. 'The wetted surface of this product Contacted by consumable water contains less than 0.25% of lead by weight. = 1/211 LF4000B (15mm) Ames Fire & Waterworks product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measure- ments, please contact Ames Fire & Waterworks Technical Service. Ames Fire & Waterworks reserves the right to change or modify product design, construction. specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames Fire & Waterworks products previously or subsequently sold. AMES FIRE & WATERWORKS A WATTS Brand 172 25 U, 138 20 -J 103 15 69 10 CL 35 5 fA 172 25 138 20 -J s 103 15 69 10 U, E34 5 0. Weights - Dimensions LF4000B SIZE •,1I6l4I.1LI1i4$I WEIGHT in. A in. mm B in. mm C in. mm 0 in, mm L in. mm lb. k9. 1h 10 250 4% 117 3% 86 1¼ 32 51/2 140 &50 2 3/4 10/4 273 5 127 3½ 89 1112 38 6% 171 575 2.6 1 14½ 368 5½ 140 3 76 21/2 64 91/2. 241 1225 5.6 11/4 173/8 44 116 150 31/2 89 21/2 64 11% 289 14.62 6.6 1½ 17% 454 6 150 36 89 2½ 64 11½ 283 132 7.4 2 21% 543 7% 197 4½ 114 314 83 1 131/2 343 30.00 1 13.6 Strainer sold separately Capacity Performance as established by an independent testing laboratory. ATypical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) 1/211 11141' AP 0 1 2.5 5 7.5 10 12.5 15 gpm 0 10 20 30 40 50 6070 80 gpm 0 3.8 9.5 19 28.5 38 47.5 57 1pm 0 38 76 114 152 190 228 266 304 1pm 5 7.5 15 fps 5 7.5 10 15 fps 1.5 2.3 4.6 mps 1.5 2.3 3.0 4.6 mps Flow Rate -. 3h" kPa psi 207 30 U, 165 24 -j 124 18 83 12 U, E 41 6 0. 00 0 2 6 10 14 18 22 26 30 34 38 42 46 gpm AP 0 7.6 23 38 53 88 84 99 114 129 144 160 175 1pm 7.5 15 fps 2.3 4.6 mps Flow Rate kPa psi 1" 207 30 60 172 25 138 20 103 15 EEEEEELE 10 0 5 10 20 30 40 50 60 70 80 gpm AP 6 19 38 76 114 152 190 228 266 304 1pm 7.5 15 fps 2.3 4.6 mps Flow Rate AMES FIRE & WATERWORKS Flow Hate 11,"l Rate kPa psi 207 30 to 172 25 0 .- 138 20 103 15 69 10 0.345 0 0 . AP 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 0 38 76 114 152 190 228 266 304 342 380 418 456 1pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps Flow Rate Ni kPa psi , 207 30 U, 3 172 25 138 20 103 15 69 10 0.34 5 (1 fl 0 20 40 60 80 100 120 140 160 180 200 gpm AP 0 76 152 228 304 380 456 532 608 684 760 1pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps Flow Rate A WAITS Brand USA: 8ackflow Tel: (978) 6896066 • Fax: (978) 975-8350 • ArnesFireWater.corn USA: Control Valves Tel: (713) 943-0688 • Fax: (713) 944-9445 • AmesFireWater,eorn Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • AmesFireWater.ca Lan America: Tel: (52) 81-1001-8600 • ArnesFireWater.com ES-A-LF4000B 1406 © 2018 Ames Fire & Waterworks [ FlameGuardTM CPVC Fire Sprinkler Piping [ Products FlameGuardTM CPVC Drain & Check Valves For NFPA 13D Applications Only Application: FlameGuardTM CPVC Orange Check Valves and PVC/CPVC True Union Drain Valves are for use in configuring CPVC Fire Sprinkler System connection to water supply (riser/drain assembly) in NFPA 13D installations only. These valves are not UL Listed and NOT for use in any other locations within the fire sprinkler system. Std Mstr Disc Price Part Number Size Pk Ctn I Code Each True Union Drain Valves PVC Valve with CPVC End Connector Socket x Socket 3622-007FG 3/4 1 11 181 004 39.48 3622-010FG 11 1 11 121 004 47.03 Not UL Listed CPVC Check Valves Socket x Socket General Installation Information: Socket end connections should be installed using Spears® FS-5 One-Step Cement for use with Spears® CPVC Fire Sprinkler Products. Threaded connections should be made using Spears® BLUE 75Th Thread Sealant tested for compatibility with CPVC materials. PVC True Union Drain Valves are to be installed with system connection to Valve CPVC End Connector. Swing check valves are designed for horizontal installations, but may be installed in up-flow only vertical position. Check valves MUST be installed with the valve's FLOW arrow pointing in the direction of the flow. Do not install valve upside down. S1520-1000 1 1 201 01 004 26.96 S1520-12C0 1-1/4 1 121 0 1 004 30.13 51520-15C0 1-1/2 121 01 004 33.88 Not UL Listed CPVC Special Reinforced Thread Inlet Check Valves SR Fipt x Socket S1520- 1 - 20 - 0 - 004 29.20 1OFSRSCO S1520- 1-1/4 - 12 - 0 - 004 33.71 12FSRSCO S1520- 1-1/2 - 12 - 0 - 004 39.99 15FSRSCO Not UL Listed NOT FOR USE WITH COMPRESSED AIR OR GAS Page 11 Spears® Manufacturing Company Progressive Products from Spears® Innovation and Technology FlameGuardTM CPVC Fire Sprinkler Piping Products J FlameGuardTM CPVC Drain & Check Valves For NFPA 13D Applications Only Specifications Drain Valve: Nominal Size Range Type Material Seats Seals Handle End Connections 3/411,111 1/4-Thin Ball Valve, True Union Style PVC w/CPVC Orange End Connector PTFE/HDPE EPDM Polypropylene, Red Socket x Socket Socket x Socket Part Number Nominal Size Dimension Reference (inches, ± 1116) A B C D E 3622-007FG 314 2-1/4 2-3/4 4-3/4 2 3 3622-010FG 1 2-1/2 2-7/8 5-1/8 2-5/16 3-7/16 Check Valve: Nominal Size Range Type Material Seat End Connections 1, 1-1/4, 1-1/2 Swing Check, Maintenance-free Sealed Unit CPVC, Orange EPDM Socket x Socket Special Reinforced (SR) Female Plastic Thread Inlet x Socket Socket x Socket Part Number SR Thread x Socket Part Number Nominal Size Dimension Reference (inches, ± 1116) (GPM) A B I C D Socket SR Thread S1520-1OCO S1520-10FSRSCO 1 1-11/16 2-5/16 2-15/6 I 4-9/16 I 2-5/8 33 S1520-12C0 S1520-12FSRSCO 1-1/4 2-1/16 2-15/16 3-518 I 5-1/2 3-3/8 42 S1520-15C0 S1520-15FSRSCO 1 1-1/2 1 2-7/16 I 3 3-11/6 I 5-5/8 I 3-3/8 1 89 NOT FOR USE WITH COMPRESSED AIR OR GAS Made in the U.S.A. Page 12 Progressive Products from Spears® Innovation and Technology I QUICK JOINT FORCOPPER OR PLASTIC TUBING (TS) INLET BY METER SWIVEL NUT OUTLET ______ Solid one:piecetee-head and stern are Sturdy stop: allow 9gó motion; and Jose an protected enr C5 locks the stem Into the body of the valve Padlock Wingfoir loddnvale . Bronze Snap Ring In dosed position . _Meter Swivel Nut 0u1 EPOM 0-rings. In the stem ' Meter Coupling Threads Angle Ball Meter Valves m (BA43-444W-0-NL style) [SUBMITTAL INFORMATION I Fluorocarbon-coated brass báll—J/1_j-"i I III - outlet Molded EPDM rubber seats with . reinforcing ring support the ball External Quick JointNut—" Molded Buna-N Spring lip. 1 Gasket provides Hydraulic Seal < Stainless steel Gripper I - Inlet k— Length VALVE Sin .SERn9E LINE METER LENGTH HEIGH APPROX. PART / SuBMED SIZE ha.st OUTSET is. NUMBER ITEM(S) 1°1 243164" 1 229/64' 1 3.7 BA43444WQNL to: Fordrecommends using insert stiffeners with plastic pipe or tubing. FEATURES A!f brass that comes in contaciwith potable water conforms to AWWA.Standard C800 (ASTM.8584., UNS. C89833) The product hasthe tetters:1NL.cast into the main body for lead-free identification . Certified to NSF/ANSI Standard .61 andNSF/ANSI Standard 372 where applicable a Biass components thatdo not come in contact with Potable water conformto AWNA Standard C800 (ASTM 1362andASTM B584, UNS.C83600, 85-5-5-5) Ends are integral or secured with-adhesive to prevent unintentional disassembly Hole for attaching handle is provided in tee-head 300 PSI working pressure Padlock Wing for locking valve in closed position Conforms toAWWA C700 for Meter threads Meter nut dñlled for seal wire Note: Recommended for inlet side shut-off. Optional full 360° tee-head rotation, Add "R." to end of part number. The: Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication.. Item and optIon availability, ncluding specifIcations, are subject to change without notice. Please verify that yOur poductinfornation is current, p The Ford Meter Box Company, Inc. Submitted By: I , RO: Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 2M563-3171 1 Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 05/16/14 .S....I SflSSflI flflnfl*I .Sn *4 0•%•Sefl 4b*fl! fln •ISnn 4 .nti - ...4......, •4•4•••fl•! ••.•••*•*! ••b•fl I —..--. SUfl 1 IIIh1It1_ 10 20 30 40 60 Flow Rate — GPM 0.30 0.25 -J 0.20 0.15 0.10 0.06 0.00 II The Ford Meter Box Company, Inc. Wabash, Indiana 46992 Valve flow test performed by Quality Assurance Department March 12, 1992 B11-444 GPM PSI Loss 5 10 15 0.01 20 0.03 25 0.05 30 0.08 35 0.12 40 0.17 45 0.24 50 0.29 Flow Test Results Pressure Loss (psi) b 0 - 0 b 11 I J SUBMITTAL INFORMATION Ball Valve Curb Stop - ('B11-444W-HT-34-NL style) FEMALE IRON PIPE THREAD INLET BY FEMALE IRON PIPE THREAD OUTLET, WITH HANDLE Solid onepiéce.tee-headl handle and stem Sturdy ,stops allow 90 motion and are snap ring locks the stem Into the body of the valve enclosed: and protected the stem ::e:: support1he ball Molded DM rubber seals Inlet Outlet I Female + Iron Pipe.Thread Length Fluorocarbon-coated brass ball VALVE SizE INLET SIZE OuTLErSIZE LET APPROX. P m WT. Los N:R /iao FEATURES All brass that comes in contact, with potable water conforms to AWWA Standard CB-00 (UNS NO C89833) The product has the letters "NL" cast into the main body for proper identiflcation UL Classified to ANSI/NSF Standard 61 and Standard 61 Annex G (NSF/ANSI 372) Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B-62 and ASTM B584, UNS NO C83600 85-5-5-5) Valve is non-directional and is watertight with. flow in either direction Ends are integral or secured with adhesive to prevent unintentional disassembly Hole for attaching curb box rod .or handle is provided in tee-head 300 PSI working pressure The Ford Meter Box Company Ooasiders the information in this submittal form to be correct at the time of publication. Item and option availability, including speciflcalions,..aie subject to change without notice. Please verify that your product information is current The. Ford Meter Box Company, Inc. Submitted By: $'t P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 I Fax: 800-820487 Overseas Fax: 260-563-0167 http://ww,fordrneterbox.ccm 03107/13 ON RIT" ftE Licen ; NV-61307 -950378 PRO TEE TION 6438 Arvifle St. Las Vegas, NV 89118 (702) 966-8021 Tel (702) 987-1174 Fax www.onguardfp.com Bid Limit 54.5 M 5. Accessories & Caulking NFP MEMBER FIRE SPRINKLERS -FIRE ALARMS -FIRE EXTINGUISHERS—EMERGENCY LIGHTING — SAFETY & FIRST AID SUPPLIES Page 7 of 7 I VSR-SG POTTER VANE TYPE WATERFLOW UP~FOR CPVC pjp ALARM SWITCH WITH RETARD The Symbol of Protection -- AND CLUEIN UNION UL,CUL and CSFM Listed, CEMarked Specifications subject to change without notice. Stock Number: 1144460 Optional: Cover Tamper Switch Kit, stock no. 0090148 Replaceable Components: Retard/Switch Assembly, stock no. 1029030 I CAUTION I Waterfiow switchesthat are monitoring wet pipe sprinkler systems shall not he used as the sole initiating switch to discharge AF'F'F, deluge, or chemical suppression systems. Waterfiow switches used for this application may result in unintended discharges caused by surges, trapped air, or short retard times. General information The Model VSR-SG is a vane type waterliow switch For use on wet sprinkler systems using CPVC plastic fittings (manufactured by Tyco, Nibco, Victaulic. ipex, and Spears Manufacturing Company) that use 1". I V/', I ½". or 2" pipe sizes. It is equipped with a union to accommodate installation in confined spaces. The VSR-SG contains two single pole. double throw, snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 GP14 (38 LPIvI) or more occurs downstream of the switch. The flow condition must exist for a period of time necessary to overcome the selected retard period. Enclosure The VSR-SG switches and retard switch are enclosed in a general purpose, die-cast housing. The cover is held in place with two tamper resistant screws which require a special key for removal. A field installable cover tamper switch is available as an option which may be used to indicate unauthorized removal of the cover. See bulletin number 5401103 for installation instructions of this switch. Installation (see Fig. 1, 3. and 5) These switches may he mounted on horizontal or vertical pipe. On horizontal pipe they shall be installed on the top side of the pipe where they will be accessible. The switch should not be installed within 6' (15 cm) of a fitting which changes the direction of the waterfiow or A CAUTION Do not trim the paddle. Failure to follow these instructions may prevent the switch from operating and will void the warranty. Service Pressure: Up to 175 PSI (12,07 BAR) Flow Sensitivity Range for Signal: 4-10 GPM (15-38 LPM) -UL Maximum Surge: 18 FPS (5.5 mIs) Contact Ratings: Two sets of SPDT (Form C) 10.O Amps at 125/250VAC 2.( Amps at 30VDC Resistive 10 mAmps miii. at 24VDC Conduit Entrances: Two openings provided for 1/2" conduit. Individual switch compartments suitable for dissimilar voltages. Environmental Specifications: NEMA 411P54 Rated Enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing when used with appropriate conduit fitting. Temperature Range: 40'1'- 120°F, (4.5°C - 49°C) - UL Service Use: British Standard B59251 Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Installation must be perfbrmed by qualified personnel and in accordance with all national and local codes and ordinances. Shock hazard. Disconnect power source before servicing. Serious injury or death could result. Risk of explosion. Not for use in hazardous locations. Serious iniury or death could result. within 24" (60 cm) of a valve or drain. The unit has a 1" male fitting for gluing into a CPVC plastic tee. NOTE: Do not leave cover off for an extended period of time. Loosen the union nut and separate the 1" male fitting from the VSR-SG. Glue the I" male fitting into the TEE following the TEE manufacturer's instructions for preparation and gluing of CPVC piping systems. (Note: The 1" male fitting must bottom out on the stop of the TEE for proper operation of the VSR-SG. See Fig. I.) Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SG to the 1" male fitting. Select the proper paddle for the pipe size and type of TEE used. See Fig. 3 fir instructions on how to change paddle. Verify that the 0-ring is properly positioned in its groove. Hand tighten the nut on the union after orienting the switch in the appropriate direction to detectwaterflow as shown in Fig. 5 & Fig. 7. The vane must not rub the inside of the TEE or hind in any way. The stem should move freely when operated by hand. A CAUTION Do not over-tighten the union nut, hand tighten only. Use of a wrench may damage the union nut. Potter Electric Signal Companv.LLC St Louis, MOCustService: 866-572-3005 •TechSupport: 866-956-0988 /Canada 8S$-882-1 833 www.nottersicnaI.com PRINTED IN USA MFG. 05401205 - REV H PAGE I OF 4 W/12 Fig. 2 Break out thin section of cover when wiring both switches from one conduit entrance. 76 P VSR-SG UP POTTER - - VANE TYPE WATERFLOW FOR CPVC PIPE ALARM SWITCH WITH RETARD The Symbol of Protection AND GLUE-IN UNION Testing The frequency of inspection and testing for the Model VSR-SG and its associated prOtective monitoring system shall be in accordance with applicable NF1A Codes and Standards and/or the authority having jurisdiction (nsanutuicturer recommends quarterly or more frequently). A method of testing the VSR-SG must be provided. The valve used for testing shall be easily reached and shall produce a minimum flow of 10 GP.M to activate the switch. The discharge orifice shall be equal to the smallest sprinkler used in the system. Advise the person responsible for testing of the fire protection system that this system must he tested in accordance with the testing instructions. Fig. I Glue the i' male fitting into the TEE following the TEE manufacturers instructions for preparation and gluing of CPVC piping systems. Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SG to the 1" male fitting. - ININVLM CLEARANCE EstEE vo 1 MALE FITTING lIsSIALLAIION OR MOAT BOTTOM 01ST NEMCV,TL OF DEVICE) I OS STOP NO UUSP:NGS, NEPiCOS GAG. A 1052- I ARE PEITUIiTGO 1, ig. 3 DIRECTION OF WATERFLOW G. #1063-3 Important: 11 paddles are furnished with each unit to accommodate the various sizes and manufacturers of TEES. The paddles have raised lettering that show the pipe si:e and the THE manufisclurer they are to be used with. The proper paddle must be used. The paddle must be properly attached (see Fig. 3) and the screw that holds the paddle must be securely tightened. Fig. 4 Typical Electrical Connections Notes: I. The Model VSR-SG has two switches, one can be used to operate a central station, proprietary, or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. 2. For supervised circuits, see "Switch Terminal Connections" drawing and warning note (Fig. 6). CONNECTOR NEUTRAL FROM BREAKER NEUTRAL FROM BELL ) BREAKER LINE FROM BREAKER EOL (End Of Line Resistor) NOTE: When connecting to a UL Listed control panel use the panels resistor value for circuit supervision. PRINTED IN USA MPG. )A540 1205 - REV Ft PAGE 2 OF 4 01/12 Fig. 5 Retard Adjustment The delay can he adjusted by rotating the retard adjustment knob from 0 to the max setting (60- 90 seconds. The timedelay should be set atthe minimum required to prevent false alarms. OVflUN'J, COVORIAMiER SWITCH Do ,o,aa RETARD /sOflSTNlIiN1 KNIT VSR-SG VANE TYPE WATERFLOW FOR CPVC PIPE ALARM SWITCH WITH RETARD AND GLUE-IN UNION Fig. 6 Switch Terminal Connections Clamping Plate Terminal INGO 0106 PU,v,na scaler acllcalos sold, dirccllso oak. MOUNT SO t,RROWON —NAsT s'lerslrars:Svc'lsvl DI WAil RFI.OW ALI 317-ES IWII2O5i ., FLING os \ RINUFiOTEN 5155011 I, A WARNING Art uninsulated section of a single conductor should not be looped around the terminal and serve as Iwo separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire become dislodged from under the terminal. Failure to sever the wire may render the device inoperable risking severe property damage and loss of life. Do not strip wire beyond 3/8 of length or expose an uninsulated conductor beyond the edge of the terminal block. When using stranded wire, capture all strands under the clamping plate. Fig, 7 Mounting Dimensions-Orientation Fig. 8 GREEN GROUND IK9.R,sm 1 i 2 011 in PIPE PLASTIC PAD 64 ° 'lEE - uwee 1205-15 PRINTED IN USA A CAUTION Flow switch intLst be properly orientated. Side of cover must be perpendicu lar with the pipe. .Emproperorientation coulddelay orprevent notification of waterfiow. MFG, 540I205 - REV H 01/12 PAGE 3 OF 4 DO NOT REMOVE (2) RETARD HOUSING SCREWS (2) LOCATING PINS (2) LOCATING El BOSSES IN BASF BASE VSR-SG VANE TYPE WATERFLOW (P3 POTTER. FOR CPVC PIPE ALARM SWITCH WITH RETARD The Symbol of Protection AND CLUE IN UNION Maintenance Inspect the waterfiow switch monthly. If leaks are found, replace the waterfiow switch. The VSR-SG wateiflow switch should provide years of trouble-free service. The retard and switch assembly are easily field replaceable in the unlikely event that either component does not perform properly, please order replacement retard switch assembly stock #1029030 (see Fig. 9). There is no maintenance required, only periodic testing and inspection. Retard/Switch Assembly Replacement (See Fig. 9) S The Retard/Switch Assembly is field-replaceable without draining the system or removing the waterfiow switch from the pipe Make sure the fire alarm zone or circuit connected to the waterfiow switch is bypassed or otherwise taken out of service. Disconnect the power source for local bell (if applicable). Identify and remove all wires from the waterfiow switch. Remove the (2) mounting screws holding retard/switch assembly to the base. Do not remove the (2) retard housing screws. Remove the retard assembly by lifting it straight up over the lripstem. Install the new retard assembly. Make sure the locating pins on the retard/switch assembly fit into the locating pin bosses on the base. Re-install the (2) original mounting screws. Reconnect all wires. Perfonn allow test and place the system back in service. Fig. 9 (2) ORIGtNAt, MOUNTING REMOVE (1) ORIGINAL MOUNTING NEPAl )IJTTHINSFCI'IONOFCOVFR // SCREWS SCREWS FIOLDINC RETARD/SWITCH WHEN WRING BOTH SWITCHES , 'TASSEMBLY TO BASE FROM ONE CONDUIT ENTRANCE RETARD/SWITCH ASSEMBLY--........- ) Removal of Waterfiow Switch To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterfiow detectors are removed or replaced. Turn off electrical power to the detector, then disconnect wiring. Loosen nuts and seperate unit from the glued-in fittings Gently lift the unit far enough to get your fingers under it. With your fingers, roll the vane so it will lit through the hole while continuing to lift the waterfiow detector. Lift detector clear of pipe. PRINTED IN USA MEG. #5401205 - REV PAGE 4 OF 4 01/12 CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM LISTING SERVICE LISTING No. CATEGORY: LISTEE: DESIGN: 7770-0328:0001 Page 1 of 1 7770 VALVES/SWITCHES Potter Electric Signal Col 609 Park 370 Place, Hazelwood, 63042 United States Contact: Bill Witherspoon (314) 595-6900 Fax (314) 595-6999 Email: BillWpottersignal.corn Vane and pressure type water flow alarm switches listed below. Refer to listee's data sheet for detailed product description and operational considerations. Vane Types: VSR-CF VSR-D VSR-FE-2 VS-SP VSR-SFT VSG VSR-C VSR-ST Pressure Type: VSR-F VSR-SF VS-F VSR-SFG VSR VSR-S VSR-SG WFS-B WFSR-C WFSPD-B PS10 PS-10A PS-100A WFSR-F PS100 INSTALLATION: In accordance with listee's printed installation instructions, applicable codes and ordinances and in a manner acceptable to the authority having jurisdiction. MARKING: Listees name, model number and UL or FM label. APPROVAL: Listed as waterfiow alarm switches for use with fire sprinkler systems. Vaie models may be used in wet pipe systems; pressure models may be used in wet or dry systems. Model VSR-CF is for use on K, L or M copper pipe (2", 2-1/2", 3'. 4') and listed CPVC pipa (2", 2-1/2', 3"). Model VSR-SF for use on 1", 1-1/4', 1-1/2" and "2" steel, copper or listed plastic pipe. Model VSG is for low flow rate, Model VSR-SFG and VSR-SFT are for use on 1', 1-1/4', 1-1/2' and *2 plastic pipe. Models VS-F, VSR-F, VSR-FE and VSR-FE-2 is for use on 2', 2-1/2', 3", 3-1/2", 4". 5", 6", 8" and 10" pipe. "Model VSR is for use on steel pipe sizes from 2" through 8". Vane type switches may be used outdoors when the outdoor temperature never falls below 400F. Rev*5172007 iw TI This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed the test results and/or other data but does not make an independent verification Df any claims. This listing is not an endorsement or recommendation of the item listed. This listing should not be used to verify correct operational requirements or installation criteria. Refer to listee's data sheet, installation instructions and/or other Date Issued: July 01, 2018 Listing Expires June 30, 2019 Authorized By: DAVID CASTILLO, Program Coordinator Fire Engineering Division