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FSS2021-0230ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT RESIDENTIAL FIRE PROTECTION DBA ON GUARD 6438 ARVILLE ST LAS VEGAS NV 89118 (702)966-8021 VanesaH@ONGUARDF P.COM CONTRACTOR RESIDENTIAL FIRE PROTECTION DBA ON GUARD 6438 ARVILLE ST LAS VEGAS NV 89118 (702)966-8021 VanesaH@ONGUARDF P.COM OWNER DESERT CHEYENNE INC 78401 HIGHWAY 111 STE X LA QUINTA CA 92253 (702)966-8021 CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE JOSE DELGADO 10/4/2021 10/4/2021 CONTRACTOR CANCELLED ROUGH/HYDRO INSPECTIONS DATED 10/4/21. PER KOHL, NO REINPECTION FEE WILL BE ADDED. CONDITIONS Description: RANCHO SANTANA / FIE SPRINKLERS / BRES2021-0161 Type: FIRE SPRINKLER (WEB)Subtype: Status: FINALED Applied: 9/13/2021 ECON Parcel No: 767740036 Site Address: 81955 SEABISCUIT WY LA QUINTA,CA 92253 Approved: 9/28/2021 KHET Subdivision: TR 31202-3 Block: Lot: 36 Issued: 9/28/2021 JOD Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 4/5/2022 KHET Valuation: $1,920.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: Printed: Friday, March 03, 2023 8:30:51 AM 1 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0230 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD ROUGH PIPING KHET 10/7/2021 10/7/2021 APPROVED OVERHEAD HYRO KHET 10/7/2021 10/7/2021 APPROVED FIRE FINAL**KHET 4/5/2022 4/5/2022 APPROVED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES PARENT PROJECTS FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $161.00 $161.00 9/28/21 WEB9428 632687175 76 CREDIT 950378 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $242.00 $242.00 9/28/21 WEB9428 632687175 76 CREDIT 950378 ECON Total Paid for FIRE FEES: $403.00 $403.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 9/28/21 WEB9428 632687175 76 CREDIT 950378 ECON Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 9/28/21 WEB9428 632687175 76 CREDIT 950378 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$418.00 $418.00 Printed: Friday, March 03, 2023 8:30:51 AM 2 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0230 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 9/13/2021 Etrakit Contractor FIRE SPRINKLER PLAN RANCHO SANTANA PH BO PLAN 3 LOT 36- D0.pdf 1 DOC 9/13/2021 Etrakit Contractor HYDRAULIC CALCS HYD CALCS PLAN 3 LOT 36.PDF 1 DOC 9/13/2021 Etrakit Contractor MATERIAL SPEC SHEETS RANCHO SANTANA - CUTSHEETS.pdf 1 DOC 3/24/2022 Etrakit Contractor OGFP Extension Letter.docx 1 DOC 9/28/2021 KOHL HETRICK FSS2021-0230 - COA AND JOB CARD.pdf FSS2021-0230 - COA AND JOB CARD.pdf 1 DOC 9/28/2021 KOHL HETRICK FSS2021-0230 - APPROVED PLANS AND CALCS.pdf FSS2021-0230 - APPROVED PLANS AND CALCS.pdf 1 BOND INFORMATION 1ST FIRE - ETRAKIT (2 WK) KOHL HETRICK 9/13/2021 9/27/2021 9/28/2021 APPROVED SEE ATTACHMENTS 1ST PERMIT TECH – ETRAKIT (1 DAY) PERMIT TECH BUCKET 9/13/2021 9/14/2021 9/15/2021 COMPLETE Printed: Friday, March 03, 2023 8:30:51 AM 3 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0230 7'-5SOFFIT8'-0HEAT ZONEDINING5'5'7'2'-62'4'-68'-84'9'9'2'-52'-118'-711'1'1'12'8"8"12'-82'-63'-68'-67'-611'3'5'1'-67'-61'5'-65'-610'3'13'-105'-68'10'6'-23'-87'-43'-210'-0¾¾¾¾¾¾¾¾¾¾¾¾¾¾¾¾¾¾¾¾¾¾¾¾¾¾8'-5¾¾¾¾REVISIONSDATEPROJECT NAME:PROJECT ADDRESS:REV. BY1RANCHO SANTANA PH. B.OAPN 779-400-03681955 SEABISCUIT WAYTRACT #31202-4PLAN 3 LOT 36LA QUINTA, CA 92253DESERT ESTATESGENERAL CONDITIONSTHIS DRAWING AND THE INFORMATION AND DESIGNAPPLICATIONS HEREIN CONTAINED ARE THE PROPERTYOF ON GUARD FIRE PROTECTION AND ARE LOANED UPONTHE EXPRESS CONDITIONS THAT THE SAME BERETURNED TO ON GUARD FIRE PROTECTION UPONREQUEST. ALL INFORMATION HEREIN CONTAINED SHALLBE TREATED AS SECRET AND CONFIDENTIAL. NOREPRODUCTION OF THESE DRAWINGS OR ANY PART OFTHE THEREOF SHALL BE MADE WITHOUT WRITTENCONSENT OF ON GUARD FIRE PROTECTION. BY WAY OFTHESE GENERAL CONDITIONS, ON GUARD FIREPROTECTION DOES GIVE WRITTEN CONSENT TO THEGENERAL CONTRACTOR AND/OR HOME BUILDER LISTEDON THESE DRAWINGS TO USE THESE DRAWINGS AS PARTOF THEIR PLANNING AND PERMITTING PROCESS. INADDITION, ON GUARD FIRE PROTECTION GIVES CONSENTTO THE PROPERTY OWNER TO REQUEST A COPY OFTHESE DRAWINGS FOR THEIR PRIVATE USE ONLY SOLONG AS ALL PAYMENTS FOR SERVICES RENDERED AREPAID IN FULL. Sprinkler LegendSymbolManufacturerModelSINTypeFinishSizeK-FactorTemp.Qty.Senju Sprinkler Co., LTDRC-RESSS8464PendentWhite½4.9205°F5Senju Sprinkler Co., LTDRC-RESSS8464PendentWhite½4.9162°F25Senju Sprinkler Co., LTDRC-RESSS8464PendentWhite½4.9162°F4VikingATTICVK 696UprightBrass½4.2200°F1Total = 35FSS2021-0230 Hydraulic Calculations Location: TRACT #31202, LA QUINTA, Project Name: RANCHO SANTANA Drawing Name: PLAN 3 LOT 36 Calculation Date: 9/8/2021 for Design Remote Area Location: Residential Area of Application: 512.00ft² (Actual 227.66ft²) Coverage per Sprinkler: 256.00ft² Type of sprinklers calculated: 2 MA. BEDRM 1-16'X16' SPACINGRemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.050gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 10.0 gpm 5.00 HoseType:500at Node: (including Hose Streams where applicable):Total Water Required 67.453@31.01From Water Supply at Node 1:(Safety Margin = 15.703) Type of System: 13D Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor:ON GUARD FIRE PROTECTION Authority Having Jurisdiction: Address: Phone Number: Name of designer: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 909-225-5065 OSCAR GARCIA N/A N/A Right:Left:Automatic peaking results Notes: 9/8/2021© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.9.0 11:01:32AM1-16'X16' SPACING Hydraulic Summary Report Description: Residential (1-16'X16' SPACING ) Job Number: 172035 Node Flow(gpm) Hose At Node 500 5.00 Total Hose Streams 5.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@Name 1 83.156 67.453 15.7031300.0079.47083.160 31.01Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 31.01 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 673.08gal Residential 0.050gpm/ft² 256.00ft² 512.00ft² (Actual 227.66ft²) 2 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix Number Of Nozzles Calculated 0 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes 12.06 between nodes 3 and 4 Maximum Velocity Under Ground 13.91 between nodes 10 and 150 Maximum Velocity Above Ground 4.9 K-Factor 13.00 at 7.039 Most Demanding Sprinkler Data System LA QUINTA Job Site/Building TRACT #31202 AHJ RANCHO SANTANA Job State Certification/License NumberJob Name: OSCAR GARCIA172035 Contractor Contractor Number 950378 Name of Contractor: ON GUARD FIRE PROTECTION Address 1 6438 ARVILLE STREET Address 2 LAS VEGAS, NV 89118 Contact Name Contact Title ExtensionPhone 909-225-5065 FAX E-mail Web-Site BOBBY TAVAKOLI Address 3 Address 1 Address 2 Drawing Name PLAN 3 LOT 36 System Flow Demand 31.01 Remote Area(s) Address 3 9/8/2021© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.9.0 11:01:53AM Hydraulic Graph Water Supply Node: 1 Job Name: RANCHO SANTANA Remote Area Number: 1-16'X16' SPACING Date: 9/8/2021 Summary Sheet N 1.85 © M.E.P.CAD, Inc.9/8/2021 Page 2AutoSPRINK 2020 v16.3.9.0 11:01:34AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (1-16'X16' SPACING ) Job Number: 172035 Sprinkler 101 13.00 13.00 4.9 7.039 Sprinkler 102 13.01 13.00 4.9 7.050 Hose 500 5.00 5.00 0 41.944 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.9/8/2021 Page 3AutoSPRINK 2020 v16.3.9.0 11:01:36AM Job Name: RANCHO SANTANA Remote Area Number: 1-16'X16' SPACING Date: 9/8/2021 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 79.4701 67.45331.011300.00 83.15683.160Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -2'-0 31.0167.453Supply1 10'-1 13.007.039Sprinkler101 10'-1 13.017.050Sprinkler102 1'-6 5.0041.944500 -2'-0 67.4562 -2'-0 59.7153 -2'-0 48.1574 -2'-0 44.8835 2'-0 41.715Supply6 -2'-0 43.7237 10'-6 33.63810 10'-6 16.981150 10'-6 15.271152 10'-6 14.524154 10'-6 8.273156 10'-6 8.259158 © M.E.P.CAD, Inc.9/8/2021 Page 4AutoSPRINK 2020 v16.3.9.0 11:01:39AM Date: 9/8/2021 Job Name: RANCHO SANTANA Remote Area Number: 1-16'X16' SPACING Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0 10'-6 14'-11 -0.190 1.410 10'-1 7'-11101 158 ¾• • • • • Route 1 • • • • •(See Notes) 0.8740 7.03913.00 0.094407 Sprinkler, 13.00 4.9 E(4'-0), T(3'-0) 150 1'-0 10'-6 1'-6 0.014 10'-6 0'-6158 156 ¾(See Notes) 0.8740 8.259 0.0092613.71 Tr(1'-0) 150 6'-0 10'-6 41'-7 6.251 10'-6 35'-7156 154 ¾(See Notes) 0.8740 8.27313.01 0.150327 Flow (q) from Route 2 16.72 3Tr(1'-0), T(3'-0) 150 6'-0 10'-6 25'-2 0.746 10'-6 19'-2154 152 ¾(See Notes) 0.8740 14.524 0.0296436.95 3Tr(1'-0), T(3'-0) 150 3'-0 10'-6 12'-0 1.711 10'-6 9'-0152 150 ¾(See Notes) 0.8740 15.2719.29 0.142566 Flow (q) from Route 3 16.24 T(3'-0) 150 7'-0 10'-6 48'-11 16.656 10'-6 41'-11150 10 ¾(See Notes) 0.8740 16.9819.77 0.340599 Flow (q) from Route 4 26.01 3Tr(1'-0), E(4'-0) 150 23'-0 2'-0 39'-8 3.685 4.392 10'-6 16'-810 6 1 (See Notes) 1.1010 33.638 0.11063726.01 3E(5'-0), f(-0.000), 2Tr(1'-0), sCV(5'-0), cplg(1'-0), BASE OF RISER 150 1'-6 0'-6 0.217 0.012 2'-0 0'-66 500 1½ 1.5050 41.715 0.02414426.01 150 4'-4 -2'-0 7'-10 1.517 0.262 1'-6 3'-6500 7 1½(See Notes) 1.5050 41.9445.00 0.03342531.01 E(4'-4) 150 4'-0 -2'-0 14'-0 1.160 -2'-0 10'-07 5 1½(See Notes) 1.2490 43.723 0.08287231.01 E(4'-0) 150 -2'-0 90'-0 3.273 -2'-0 90'-05 4 1½ 1.6100 44.883 0.03636731.01 120 © M.E.P.CAD, Inc.9/8/2021 Page 5AutoSPRINK 2020 v16.3.9.0 11:01:42AM1-16'X16' SPACING Date: 9/8/2021 Job Name: RANCHO SANTANA Remote Area Number: 1-16'X16' SPACING Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 8'-1 -2'-0 9'-3 11.558 -2'-0 1'-24 3 1 (See Notes) 1.0250 48.157 0.21699231.01 CV(8'-1), WMV(-0.168) 150 0'-7 -2'-0 20'-7 7.742 -2'-0 20'-03 2 1 (See Notes) 0.9950 59.715 0.25076731.01 AngV(-2.500), BalV(-0.080), cplg(0'-7) 150 166'-0 -2'-0 416'-0 -0.007 0.004 -2'-0 250'-02 1 8 (See Notes) 7.9800 67.456 0.00001031.01 2E(27'-2), 2T(52'-10), GV(6'-0), S 150 1 0.00 Hose Allowance At Source 31.01 Route 1Total(Pt) 67.453 11'-0 10'-6 14'-11 -0.190 1.412 10'-1 3'-11102 156 ¾• • • • • Route 2 • • • • •(See Notes) 0.8740 7.05013.01 0.094552 Sprinkler, 13.01 4.9 2E(4'-0), T(3'-0) 150 8.273 Total(Pt)Route 2 27'-0 10'-6 138'-2 7.011 10'-6 111'-2158 152 ¾• • • • • Route 3 • • • • •(See Notes) 0.8740 8.2593.71 0.050745 Flow (q) from Route 1 9.29 4T(3'-0), 15Tr(1'-0) 150 15.271 Total(Pt)Route 3 9'-0 10'-6 44'-2 2.457 10'-6 35'-2154 150 ¾• • • • • Route 4 • • • • •(See Notes) 0.8740 14.5246.95 0.055617 Flow (q) from Route 1 9.77 2T(3'-0), 3Tr(1'-0) 150 16.981 Total(Pt)Route 4 © M.E.P.CAD, Inc.9/8/2021 Page 6AutoSPRINK 2020 v16.3.9.0 11:01:42AM1-16'X16' SPACING Date: 9/8/2021 Job Name: RANCHO SANTANA Remote Area Number: 1-16'X16' SPACING Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg 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 PO 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 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.9/8/2021 Page 7AutoSPRINK 2020 v16.3.9.0 11:01:41AM1-16'X16' SPACING Hydraulic Calculations Location: TRACT #31202, LA QUINTA, Project Name: RANCHO SANTANA Drawing Name: PLAN 3 LOT 36 Calculation Date: 9/8/2021 for Design Remote Area Location: Residential Area of Application: 400.00ft² (Actual 153.08ft²) Coverage per Sprinkler: 400.00ft² Type of sprinklers calculated: 1 MA. BATH 2-20'X20' SPACINGRemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.050gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 10.0 gpm 5.00 HoseType:500at Node: (including Hose Streams where applicable):Total Water Required 52.997@23.40From Water Supply at Node 1:(Safety Margin = 30.160) Type of System: 13D Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor:ON GUARD FIRE PROTECTION Authority Having Jurisdiction: Address: Phone Number: Name of designer: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 909-225-5065 OSCAR GARCIA N/A N/A Right:Left:Automatic peaking results Notes: 9/8/2021© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.9.0 11:02:29AM2-20'X20' SPACING Hydraulic Summary Report Description: Residential (2-20'X20' SPACING ) Job Number: 172035 Node Flow(gpm) Hose At Node 500 5.00 Total Hose Streams 5.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@Name 1 83.158 52.997 30.1601300.0079.47083.160 23.40Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 23.40 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 673.08gal Residential 0.050gpm/ft² 400.00ft² 400.00ft² (Actual 153.08ft²) 1 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix Number Of Nozzles Calculated 0 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes 9.10 between nodes 3 and 4 Maximum Velocity Under Ground 9.84 between nodes 10 and 150 Maximum Velocity Above Ground 4.9 K-Factor 18.40 at 14.101 Most Demanding Sprinkler Data System LA QUINTA Job Site/Building TRACT #31202 AHJ RANCHO SANTANA Job State Certification/License NumberJob Name: OSCAR GARCIA172035 Contractor Contractor Number 950378 Name of Contractor: ON GUARD FIRE PROTECTION Address 1 6438 ARVILLE STREET Address 2 LAS VEGAS, NV 89118 Contact Name Contact Title ExtensionPhone 909-225-5065 FAX E-mail Web-Site BOBBY TAVAKOLI Address 3 Address 1 Address 2 Drawing Name PLAN 3 LOT 36 System Flow Demand 23.40 Remote Area(s) Address 3 9/8/2021© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.9.0 11:02:47AM Hydraulic Graph Water Supply Node: 1 Job Name: RANCHO SANTANA Remote Area Number: 2-20'X20' SPACING Date: 9/8/2021 Summary Sheet N 1.85 © M.E.P.CAD, Inc.9/8/2021 Page 2AutoSPRINK 2020 v16.3.9.0 11:02:31AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (2-20'X20' SPACING ) Job Number: 172035 Sprinkler 201 18.40 18.40 4.9 14.101 Hose 500 5.00 5.00 0 36.235 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.9/8/2021 Page 3AutoSPRINK 2020 v16.3.9.0 11:02:33AM Job Name: RANCHO SANTANA Remote Area Number: 2-20'X20' SPACING Date: 9/8/2021 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 79.4701 52.99723.401300.00 83.15883.160Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -2'-0 23.4052.997Supply1 10'-1 18.4014.101Sprinkler201 1'-6 5.0036.235500 -2'-0 53.0022 -2'-0 47.3563 -2'-0 40.5414 -2'-0 38.5975 2'-0 36.012Supply6 -2'-0 37.9087 10'-6 30.01210 10'-6 21.233150 10'-6 20.313152 10'-6 19.980154 10'-6 16.234160 © M.E.P.CAD, Inc.9/8/2021 Page 4AutoSPRINK 2020 v16.3.9.0 11:02:36AM Date: 9/8/2021 Job Name: RANCHO SANTANA Remote Area Number: 2-20'X20' SPACING Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 8'-0 10'-6 12'-11 -0.190 2.323 10'-1 4'-11201 160 ¾• • • • • Route 1 • • • • •(See Notes) 0.8740 14.10118.40 0.179524 Sprinkler, 18.40 4.9 2E(4'-0) 150 9'-0 10'-6 51'-7 3.746 10'-6 42'-7160 154 ¾(See Notes) 0.8740 16.234 0.072625 Tr(1'-0) 11.28 5Tr(1'-0), T(3'-0) 150 6'-0 10'-6 25'-2 0.333 10'-6 19'-2154 152 ¾(See Notes) 0.8740 19.980 0.0132384.50 3Tr(1'-0), T(3'-0) 150 3'-0 10'-6 12'-0 0.920 10'-6 9'-0152 150 ¾(See Notes) 0.8740 20.3137.12 0.076634 Flow (q) from Route 2 11.61 T(3'-0) 150 7'-0 10'-6 48'-11 8.779 10'-6 41'-11150 10 ¾(See Notes) 0.8740 21.2336.79 0.179524 Flow (q) from Route 3 18.40 3Tr(1'-0), E(4'-0) 150 23'-0 2'-0 39'-8 3.685 2.315 10'-6 16'-810 6 1 (See Notes) 1.1010 30.012 0.05831518.40 3E(5'-0), f(-0.000), 2Tr(1'-0), sCV(5'-0), cplg(1'-0), BASE OF RISER 150 1'-6 0'-6 0.217 0.006 2'-0 0'-66 500 1½ 1.5050 36.012 0.01272618.40 150 4'-4 -2'-0 7'-10 1.517 0.156 1'-6 3'-6500 7 1½(See Notes) 1.5050 36.2355.00 0.01985323.40 E(4'-4) 150 4'-0 -2'-0 14'-0 0.689 -2'-0 10'-07 5 1½(See Notes) 1.2490 37.908 0.04922223.40 E(4'-0) 150 -2'-0 90'-0 1.944 -2'-0 90'-05 4 1½ 1.6100 38.597 0.02160023.40 120 8'-1 -2'-0 9'-3 6.815 -2'-0 1'-24 3 1 (See Notes) 1.0250 40.541 0.12888223.40 CV(8'-1), WMV(-0.168) 150 © M.E.P.CAD, Inc.9/8/2021 Page 5AutoSPRINK 2020 v16.3.9.0 11:02:38AM2-20'X20' SPACING Date: 9/8/2021 Job Name: RANCHO SANTANA Remote Area Number: 2-20'X20' SPACING Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 0'-7 -2'-0 20'-7 5.646 -2'-0 20'-03 2 1 (See Notes) 0.9950 47.356 0.14894323.40 AngV(-2.500), BalV(-0.080), cplg(0'-7) 150 166'-0 -2'-0 416'-0 -0.007 0.002 -2'-0 250'-02 1 8 (See Notes) 7.9800 53.002 0.00000623.40 2E(27'-2), 2T(52'-10), GV(6'-0), S 150 1 0.00 Hose Allowance At Source 23.40 Route 1Total(Pt) 52.997 27'-0 10'-6 131'-8 4.080 10'-6 104'-8160 152 ¾• • • • • Route 2 • • • • •(See Notes) 0.8740 16.234 0.030984 T(3'-0) 7.12 15Tr(1'-0), 3T(3'-0) 150 20.313 Total(Pt)Route 2 9'-0 10'-6 44'-2 1.253 10'-6 35'-2154 150 ¾• • • • • Route 3 • • • • •(See Notes) 0.8740 19.9804.50 0.028360 Flow (q) from Route 1 6.79 2T(3'-0), 3Tr(1'-0) 150 21.233 Total(Pt)Route 3 © M.E.P.CAD, Inc.9/8/2021 Page 6AutoSPRINK 2020 v16.3.9.0 11:02:38AM2-20'X20' SPACING Date: 9/8/2021 Job Name: RANCHO SANTANA Remote Area Number: 2-20'X20' SPACING Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg 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 PO 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 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.9/8/2021 Page 7AutoSPRINK 2020 v16.3.9.0 11:02:38AM2-20'X20' SPACING CONFORMANCE TO STANDARDS The iPERL system far exceeds the most recent revision of ANSI/AWWA Standard C-700 and C-710 for accuracy and pressure loss requirements. All iPERL systems are NSF/ANSI Standard 61 Annex F and G compliant and tested to AWWA standards. PERFORMANCE The patented measurement technology of the iPERL system allows enhanced accuracy ranges at both low and high ﬂ ows and perpetual accuracy over the life of the product over the full measurement range when installed horizontal, vertical or diagonal. CONSTRUCTION The iPERL system is an integrated unit that incorporates an electronic register and measuring device encased in an external housing. The measuring device is comprised of a composite alloy ﬂ owtube with externally-threaded spud ends. Embedded in the ﬂ owtube are magnetic ﬂ ow sensors. The all electronic, programmable register is hermetically sealed with a tempered glass cover. The iPERL system has a 20 year life cycle, along with a 20 year battery life guarantee. ELECTRONIC REGISTER The high resolution 9-digit hermetically sealed electronic register with LCD display was designed to eliminate dirt, lens fogging issues and moisture contamination in pit settings with built in tamper protection. The tempered glass register cover displays readings with the AMR digits highlighted. Direction of ﬂ ow and units of measure are also easily readable on the register display. The iPERL register features; AMR resolution and unit of measure that are fully programmable, integral customer data logging compatible with UniPro software tools. The large, easy to read display also includes battery life, empty pipe and forward/reverse ﬂ ow indicators. TAMPERPROOF FEATURES The integrated construction of the iPERL system prevents removal of the register to obtain free water. The magnetic tamper and low ﬁ eld alarms will both indicate any attempt to tamper with the magnetic ﬁ eld of the iPERL system. AMR / AMI SYSTEMS iPERL systems are compatible with current Sensus AMR/AMI systems. Features Description 5/8” (DN 15mm), 3/4” (DN 20mm) and 1” (DN 25mm) Sizes With no moving parts, the Sensus iPERL water management system is based on innovative electromagnetic ﬂ ow measurement technology. The iPERL system family has an operating range of 0.03 gpm (0.007 m3/hr) @ 95% minimum to 55 gpm (12.5 m3/hr) @ 100% ± 1.5% registration of actual throughput. DS-W-IPL-00-00-0110-04-A iPERLTM Water Management System Electromagnetic Flow Measurement System Electronic Register LCD Display SERVICE Measurement of potable and reclaim water. Operating temperature range of 33 oF (0.56 oC) - 150 oF (65.6 oC) NORMAL OPERATING FLOW RANGE (100%±1.5%) 5/8” (DN 15mm) size: 0.11 to 25 gpm (0.02 to 5.7 m3/hr) 3/4” (DN 20mm) size: 0.11 to 35 gpm (0.02 to 8.0 m3/hr) 1” (DN 25mm) size: 0.4 to 55 gpm (0.09 to 12.5 m3/hr) LOW FLOW REGISTRATION (95% - 101.5%) 5/8” (DN 15mm) size: 0.03 gpm (0.007 m3h) 3/4” (DN 20mm) size: 0.03 gpm (0.007 m3h) 1” (DN 25mm) size: 0.11 gpm (0.025 m3h) MAXIMUM PRESSURE LOSS 5/8” (DN 15mm) size: 4 psi at 15 gpm (0.3 bar at 3.4 m3h) 3/4” (DN 20mm) size: 2 psi at 15 gpm (0.1 bar at 3.4 m3h) 1” (DN 25mm) size: 2 psi at 25 gpm (0.1 bar at 5.7 m3h) MAXIMUM OPERATING PRESSURE 200 psi (13.8 bar) MEASUREMENT TECHNOLOGY Solid state electromagnetic ﬂ ow REGISTER Hermetically sealed, 9-digit programmable electronic register AMR/AMI compatible iPERL system register programmable using the UniPro programming package MATERIALS External housing – Thermal plastic Flowtube – Polyphenylene sulﬁ de alloy Electrode – Silver/silver chloride Register cover – Tempered glass ALARM DEFAULTS Alarm Duration – 90 days Leak Duration – 24 hours Datalog Interval – 1 hour Alarm Mask – All alarms reported History Mask – All event types reported DS-W-IPL-00-00-0110-04-A Page 2 of 3 SPECIFICATIONS DIMENSIONS AND NET WEIGHTS Size A (lay length) B C Spud Ends NPSM Thread Size Width Net Weight 5/8” (DN 15 mm) 7-1/2” (190 mm) 6-1/10” (155 mm) 1-3/4” (44 mm) 5/8” (15 mm) 3/4” (19 mm) 4-1/2” (114 mm) 3.1 lb. (1.4 kg) 3/4”S (5/8” x 3/4”) (DN 20 mm) 7-1/2” (190 mm) 6-1/10” (155 mm) 1-3/4” (44 mm) 3/4” (20 mm) 1” (25 mm) 4-1/2” (114 mm) 3.1 lb. (1.4 kg) 3/4” (DN 20 mm) 9” (229 mm) 6-1/10” (155 mm) 1-3/4” (44 mm) 3/4” (20 mm) 1” (25 mm) 4-1/2” (114 mm) 3.2 lb. (1.5 kg) 1” (DN 25 mm) 10-3/4” (273 mm) 6-1/10” (155 mm) 1-3/4” (44 mm) 1” (25 mm) 1-1/4” (32 mm) 4-1/2” (114 mm) 3.3 lb. (1.6 kg) ” 8601 Six Forks Road, Suite 700 Raleigh, NC 27615 1-800-638-3748 www.sensus.com/water © All products purchased and services performed are subject to Sensus’ terms of sale, available at either; http://na.sensus.com/TC/TermsConditions.pdf or 1-800-METER-IT. Sensus reserves the right to modify these terms and conditions in its own discretion without notice to the customer. This document is for informational purposes only, and SENSUS MAKES NO EXPRESS WARRANTIES IN THIS DOCUMENT. FURTHERMORE, THERE ARE NO IMPLIED WARRANTIES, INCLUDING WITHOUT LIMITATION, WARRANTIES AS TO FITNESS FOR A PARTICULAR PURPOSE AND MERCHANTABILITY. ANY USE OF THE PRODUCTS THAT IS NOT SPECIFICALLY PERMITTED HEREIN IS PROHIBITED. DS-W-IPL-00-00-0110-04-A Page 3 of 3 HEADLOSS CURVES 1” Headloss Curve3/4” Headloss Curve 3/4” Short Headloss Curve5/8” Headloss Curve General Description Tyco®CPVC Pipe and Fittings pro- duced by Tyco Fire & Building Prod- ucts (TFBP) are designed exclusively for use in wet pipe automatic fire sprin- kler systems. The Tyco CPVC Pipe and Fittings are produced from Blaze- Master®CPVC compound that is a specially developed thermoplastic compound composed of post chlorin- ated polyvinyl chloride (CPVC) resin and state of the art additives. Tyco CPVC Pipe and Fittings are easier to install than traditional steel pipe sys- tems, and at the same time, provide superior heat resistance and strength as compared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapters are available to connect CPVC pipe to me- tallic piping. All female pipe thread adapters have brass inserts for dura- bility. Grooved adapters connect di- rectly to grooved end valves and me- tallic pipe, with flexible grooved end couplings. NOTICE Tyco®CPVC Pipe and Fittings pro- duced with BlazeMaster ®CPVC com- pound described herein must be in- stalled and maintained in compliance with this document and with the appli- cable standards of the National Fire Protection Association, in addition to thestandardsofanyauthoritieshaving jurisdiction. Failure to do so may im- pair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Sizes 3/4" to 3" Maximum Working Pressure 175 psi Approvals UL, FM, C-UL, NSF, LPCB, MEA, and the City of Los Angeles. (Refer to In- stallation Handbook IH-1900 dated June 2008 for exact listing/approval information.) Manufacture Source U.S.A. Material •Pipe: ASTM F442, SDR 13.5 •Fittings: ASTM F438 (Sch. 40) and ASTM F439 (Sch. 80), ASTM F1970 Color Orange BlazeMaster ® CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet Page 1 of 2 TFP1915JUNE, 2008 Technical Services:Tel: (800) 381-9312 / Fax: (800) 791-5500 BlazeMaster®is a registered trademark of The Lubrizol Corporation Installation Tyco®CPVC Pipe and Fittings pro- duced by Tyco Fire & Building Prod- ucts (TFBP) are to be installed in accordance with Installation Hand- book IH-1900 dated June 2008. Care and Maintenance The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stallingcontractor orproductmanufac- turer should be contacted relative to any questions. Automatic sprinkler systemsshouldbe inspected, tested, and maintained by a qualified Inspection Service in accord- ance with local requirements and/or national codes. NOTICE Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities andadvisethoseresponsibleformoni- toring proprietary and/or central sta- tion alarms. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which havebeensubjecttomisuse,improper installation,corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP’s sole option. TFBP neither assumes, nor authorizes anypersontoassumeforit, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not beresponsiblefor sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer’s repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect,specialorconsequentialdam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP’s liability exceed an amount equal to the sales price. Theforegoingwarrantyismadeinlieu of any and all other warranties, ex- press or implied, including warranties ofmerchantabilityandfitnessforapar- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Page2of2 TFP1915 © 2008 TYCO FIRE & BUILDING PRODUCTS,451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Master Meter // 101 Regency Parkway // Mansfield, TX 76063 // www.mastermeter.com BOTTOM LOAD MULTI-JET METERS 1 Master Meter’s Multi-Jet meter exceeds the AWWA C708 standard. With sensitivity to measure water flowing as low as 1/8 gallon per minute and accuracy unaffected by common particulates and build-up that would freeze other types, you can count on our Multi-Jet technology. Technical Specifications: AWWA Standard -Meets or exceeds all sections of AWWA Standard C-708, most recent revision. Compliant with SDWA, NSF ANSI 372 and NSF ANSI 61 standards. Register - Standard Direct Read, DIALOG® 3G AMR System registers, AccuLinx Encoder, and IP 68 Electrical Output registers available. Together, an integrated and migratable technology environment is attained; direct, proximity (touch), mobile AMR, and Fixed Network AMI. Register Sealing - Direct Read and DIALOG registers are permanently sealed with a scratch resistant glass lens, stainless steel base and wrap-around gasket to prevent intrusion of dirt or moisture. Features & Benefits: • Rugged basket strainer built from advanced polymer materials for superior wear mitigation. • Proprietary design produces smooth, laminar flow profile for improved accuracy • Award-winning DIALOG 3G register design houses all vital components - encoder, RF transmitter, battery and antennae - safely within the register’s stainless steel and tempered glass enclosure. Free of external wires, components and connections - the #1 cause of field related issues on competitive designs. • Assures compliance with the Safe Drinking Water Act (SDWA). • Measures with only one moving part that is hydro- dynamically balanced on a sapphire bearing to preserve accuracy and promote a positive bottom line. • Exceptional performance in passing entrained solids and operating in environments with high mineral content. • Clean, elegant measurement design is highly sensitive to leaks and low flow while limiting wear for excellent revenue protection. Master Meter // 101 Regency Parkway // Mansfield, TX 76063 // www.mastermeter.com BOTTOM LOAD MULTI-JET METERS 2 Accuracy and Head Loss Chart 0 5 10 15 20 25 30 35 40 45 50 ACCURACY% HEAD LOSSNORMALAWWA C708 LOW 103.0% 101.5% 100% 98.5% 97.0%10 P.S.I. 3/4” 5/8” 9 8 7 6 5 4 3 2 1 1” 5/8 and 3/4” 1” 0 METER OPERATING CHARACTERISTIC/DIMENSION 5/8"3/4" x 7-‐1/2"3/4" x 9"3/4" x 9" x 1"1” Flow Rating (gpm)20 30 30 30 50 Continuous Flow (gpm)15 20 20 20 30 Normal Flow Range (gpm)1-‐20 2-‐30 2-‐30 2-‐30 3-‐50 Extended Low Flow (gpm)1/4 1/2 1/2 1/2 3/4 Maximum Working Pressure (psi)150 150 150 150 150 Maximum Working Temperature (F)120 120 120 120 120 Length (A below)7-‐1/2"7-‐1/2"9"9"10-‐3/4" Width (B below)3-‐5/8"3-‐5/8"3-‐5/8"3-‐5/8"4" Height, standard register with lid (C below)5"5"5"5"5-‐1/4" Height, bottom to center line (D below)1-‐1/2"1-‐1/2"1-‐1/2"1-‐1/2"1-‐3/4" Weight (lbs)3.95 4.0 4.1 4.6 5.25 Packed To Carton 6 6 6 4 4 Carton Weight (lbs)25.1 25.4 26 19.8 22.4 Technical Specs (Cont’d): • Register Unit - Registration available in U.S. gallons, cubic feet or cubic meters. • Test Circle - Large center sweep hand with one hundred (100) clearly marked gradations on the periphery of the dial face (available on Direct Read and DIALOG 3G registers). • Design/Operation - Velocity-type flow measurement. Water that is evenly distributed by multiple converging inlet ports flows past an impeller in the measuring chamber, creating an impeller velocity directly proportional to water flow rate. The meter’s register integrates that velocity into totalized flow. An inherent advantage for this design is unparalleled wear mitigation leading to sustained revenues. The register assembly is removable under line pressure permitting seamless, simplified upgrades in reading technology. • Strainer - A rugged, 360-degree advance polymer basket strainer protects the critical measuring element from damage. The unique strainer design smoothes the flow of water entering into the meter creating a laminar flow that is gentle on the meter’s internal components. Tough materials operating in a smooth, balanced environment enable the meters to perform more accurately over time. Utilities’ investments last longer while capturing more revenue. • Measuring Chamber - The measuring chamber housing and measurement element are built with an advanced synthetic polymer. Measurement surfaces are not wear surfaces, providing sustained accuracy despite the presence of entrained solids in the water. A long life, synthetic sapphire bearing serves as a wear surface with radially balanced water flows. The chamber housing is constructed in two parts to allow access to the impeller. Bottom plates available in Bronze, Cast Iron (CI) or Engineered Plastic. B D C A V.062118_f PRINTED IN USA MFG. #5401205 - REV E 5/08 FOR CPVC PIPE PAGE 1 OF 3 VSR-SG VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD AND GLUE-IN UNION CUL, UL and CSFM Listed 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 m/s) Enclosure: Die-cast, red powdercoat ﬁ nish No. 1144460: Cover held in place with tamper resistant screws No. 1144461: Tamper: Cover incorporates micro-switch. Cover Tamper: Activated by cover removal Cover Tamper Switch Contacts: One set SPDT, Rated at 250VAC Cover Tamper Switch Terminations: 8" 22AWG wire leads Contact Ratings: Two sets of SPDT (Form C) 10.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps min. at 24VDC Conduit Entrances: Two openings provided for 1/2" conduit. Individual switch compartments suitable for dissimilar voltages. Usage: Listed CPVC plastic piping systems manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co., NIBCO, and IPEX (Scepter). Fits pipe sizes - 1", 1-1/4", 1-1/2" and 2" Environmental Speciﬁ cations: • NEMA 4/IP55 rated enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing • Temperature range: 40° F to 120° F (4,5° C to 49° C) - UL Stock Number: 1144460 1144461 w/TSK Service Use: 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 Replaceable Components: Retard/Switch Assembly, stock no. 1029030 The Model VSR-SG is a vane type waterﬂ ow switch for use on wet sprinkler systems using CPVC plastic ﬁ ttings manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co., and IPEX (Scepter) that use 1", 1-1/4", 1-1/2" or 2" pipe sizes. It is equipped with a union to accommodate installation in conﬁ ned spaces. The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a ﬂ ow of 10 gallons per minute (38 liters per minute) or more occurs downstream of the device. The ﬂ ow condition must exist for a period of time necessary to overcome the selected retard period. Installation (See Fig. 1 and 2) These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" (15 cm) of a valve, drain or ﬁ tting which changes the direction of the waterﬂ ow. The unit has a 1" male ﬁ tting for gluing into a CPVC plastic TEE. Loosen the union nut and separate the 1" male ﬁ tting from the VSR-SG. Glue the 1" male ﬁ tting into the TEE following the TEE manufacturer's instructions for preparation and gluing of CPVC piping systems. (Note: The 1" male ﬁ tting must bottom out on the stop of the TEE for proper operation of the VSR-SG. See Fig. 1.) Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SG to the 1" male ﬁ tting. Select the proper paddle for the pipe size and type of TEE used. See Fig. 3 and Fig. 5 for instructions on how to change paddle. Verify that the o-ring is properly positioned in its groove. Hand tighten the nut on the union after orienting the device in the appropriate direction to detect waterﬂ ow as shown in Fig. 2. The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. Note: Do not leave cover off for an extended period of time. Inspection And Testing Check the operation of the unit by opening the inspector’s test valve at the end of the sprinkler line or the drain and test connection, if an inspector’s test valve is not provided. If there are no provisions for testing the operation of the ﬂ ow detection device on the system, application of the VSR-SG is not recommended or advisable. The frequency of the inspection and testing and its associated protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority having jurisdiction (manufacturer recommends quarterly or more frequently). Potter Electric Signal Company, LLC • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.com Installation must be perfomed by qualiﬁ ed 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 injury or death could result. Do not over-tighten the union nut, hand tighten only. PRINTED IN USA MFG. #5401205 - REV E 5/08 VSR-SG VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD AND GLUE-IN UNION FOR CPVC PIPE PAGE 2 OF 3 Fig. 2 Important: 7 paddles are furnished with each unit to accommodate the various sizes and manufacturers of TEES. The paddles have raised lettering that show the pipe size and the TEE manufacturer 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. Notes: 1. The model VSR-SG has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other is used to operate a local audible or visual annunciator. 2. For supervised circuits see “Switch Terminal Connections” drawing and caution note (Fig. 6). Fig. 6 Switch Terminal Connections Clamping Plate Terminal OUT G OI N G INCO M I N G DWG# 923-3 Fig. 1 Retard Adjustment The delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting (60- 90 seconds). The time delay should be set at the minimum required to prevent false alarms. Glue the 1" male ﬁ tting into the TEE following the TEE manufacturer's 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 ﬁ tting. Fig. 3 Notice: As of 5/99 Grinnell has changed the design of their TEE ﬁ ttings. The new ﬁ ttings will require the use of the standard paddle, while you will still be required to use the paddle marked Grinnell on all ﬁ ttings manufactured prior to this date. Failure to install the correct paddle could cause the device to malfunction or operate improperly. TEE’s manufactured prior to 5/99 TEE’s manufactured after 5/99 Cover Tamper Switch (Shown with cover in place) DWG# 8810018-2 C (WHT) N.O. (RED) N.C. (BLK) Optional Cover Tamper Switch DWG# 1205-1A RETARD ADJUSTMENT KNOB Insure that O-ring is in O-ring groove before installing switch. MOUNT SO ARROW ON BASE POINTS IN DIRECTION OF WATERFLOW 1" MALE FITTING ON ALL SIZES RUN OF THE TEE MAY BE 1" , 1 1/4", 1 1/2", OR 2" Do not leave cover off for extended period of time Fig. 4 Typical Electrical Connections Fig. 5 Grinnell TEE DWG# 1146-3A POSITIVE DC OR HOT AC NEGATIVE DC OR NEUTRAL WATERFLOW ZONE ON FIRE PANEL BELL EOLR NO NC COMCOM NC NOFlowing water activates device in one direction only. An uninsulated section of a single conductor should not be looped around the terminal and serve as two 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. Water ﬂ ow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. Waterﬂ ow switches used for this application may result in unintended discharges caused by surges, trapped air, or short retard times. PRINTED IN USA MFG. #5401205 - REV E 5/08 FOR CPVC PIPE PAGE 3 OF 3 VSR-SG VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD AND GLUE-IN UNION Fig. 7 Break out thin section of cover when wiring both switches from one conduit entrance. Testing The frequency of inspection and testing for the Model VSR-SG and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector’s test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the ﬂ ow detection device on the system, application of the VSR-SG is not recommended or advisable. A minimum ﬂ ow of 10 GPM (38 LPM) is required to activate this device. Maintenance Inspect detectors monthly for leaks. If leaks are found, replace the detector. The VSR-SG waterﬂ ow switch should provide years of trouble-free service. The retard and switch assembly are easily ﬁ eld replaceable. In the unlikely event that either component does not perform properly, please order replacement retard switch assembly stock number 1029030. There is no maintenance required, only periodic testing and inspection. Important Notice Please advise the person responsible for testing of the ﬁ re protection system that this system must be tested in accordance with the testing instructions. Removal • To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterﬂ ow detectors are removed or replaced. • Turn off electrical power to the detector, then disconnect wiring. • Loosen union nut and separate unit from the glued in ﬁ tting. • Gently lift the unit far enough to get your ﬁ ngers under it. With your ﬁ ngers, roll the vane so it will ﬁ t through the ﬁ tting while continuing to lift the waterﬂ ow detector. • Lift detector clear of pipe. DWG# 1205-4 ATTIC UPRIGHT SPECIFIC APPLICATION SPRINKLER VK696 TECHNICAL DATA 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 Page 1 of 7 Form No. F_042815 16.01.28 Rev 16.1 1. DESCRIPTION The Viking Attic Upright VK696 is a specific application concealed space sprinkler that provides superior fire 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. 2. LISTINGS AND APPROVALS cULus Listed: Category VNIV Refer to the Approval Chart on page 3. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Rated to 175 psi (12 bar) water working pressure Viking Technical Data may be found on The Viking Corporation’s Web site at http://www.vikinggroupinc.com. The Web site may include a more recent edition of this Technical Data Page. Attic Upright Sprinkler VK696 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-C26000 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-S30400 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 °C) 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: A. Six-head capacity: Part No. 01724A B. Twelve-head capacity: Part No. 01725A Replaces Form F_042815 Rev. 15.2 (Revised Fig3) ATTIC UPRIGHT SPECIFIC APPLICATION SPRINKLER VK696 TECHNICAL DATA 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 Page 2 of 7 Form No. F_042815 16.01.28 Rev 16.1 4. 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). 5. 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. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. 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. 8. 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 Sprinkler Temperature Classification Sprinkler Nominal Temperature Rating1 Maximum Ambient Ceiling Temperature2 Bulb 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. 3 cULus Listed as corrosion resistant. Figure 1: Standard Sprinkler Wrench 10896W/B Wrench Flat Protective Sprinkler Cap Figure 2: Sprinkler Dimensions 2-1/4” (57 mm) 7/16” (12 mm) Nominal Pipe Engagement (Dimensions are approximate) 1/2” (15 mm) NPT 1-1/4” (32 mm) ATTIC UPRIGHT SPECIFIC APPLICATION SPRINKLER VK696 TECHNICAL DATA 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 Page 3 of 7 Form No. F_042815 16.01.28 Rev 16.1 APPROVAL CHART Attic Upright Specific Application Sprinkler VK696 For Combustible and Non-Combustible Sloped Attic Spaces Part Number1 SIN Maximum Pressure Thread Size Nominal K-Factor Overall Length Listings and Approvals3 NPT BSP U.S.metric2 Inches mm cULus4 FM LPCB 19538 VK696 175 psi 1/2”15 mm 4.2 57 2-1/4 57 A1, A2 -------- Approved Temperature Rating A - 200 °F (93.3 °C) Approved Finish 1 - Brass, 2 - ENT5 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. 3 This table shows the listings and approvals available at the time of printing. Other approvals may be in process. 4 Listed by Underwriters Laboratories Inc. for use in the United States and Canada. 5 cULus Listed as corrosion resistant. DESIGN CRITERIA - UL (Also refer to Approval Chart 1) Allowable Roof Span, Flow, Pressure and Slope for Specific Application Sprinkler Protecting Attics Sprinkler Base Part Number SIN Thread Size Nominal K-Factor Allowable Roof Span2 Ft. (M) Minimum Flow Minimum Pressure Pitch1 Dry Pipe System Maximum Water Delivery Time (in seconds)NPT BSP U.S.metric GPM LPM PSI BAR 19538 VK696 1/2”15 mm 4.2 57 10 (3,1) x 12 (3,6) Minimum 7 psi (0,48 Bar) Minimum 0.10 gpm/ft2 (4,1 mm/min.) Design Density 4:12 to 12:12 60 seconds (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. 2The 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 SR1-3 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. ATTIC UPRIGHT SPECIFIC APPLICATION SPRINKLER VK696 TECHNICAL DATA 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 Page 4 of 7 Form No. F_042815 16.01.28 Rev 16.1 ADDITIONAL DESIGN CRITERIA - UL Chart 2 (Also refer to DESIGN CRITERA Chart 1) Allowable roof span, flow, pressure and slope for attic 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 Upright 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-BB’s, 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. ATTIC UPRIGHT SPECIFIC APPLICATION SPRINKLER VK696 TECHNICAL DATA 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 Page 5 of 7 Form No. F_042815 16.01.28 Rev 16.1 Continued from previous page. Insulation requirements are provided solely for Fire Protection purposes and not for freeze protection. 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. ATTIC UPRIGHT SPECIFIC APPLICATION SPRINKLER VK696 TECHNICAL DATA 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 Page 6 of 7 Form No. F_042815 16.01.28 Rev 16.1 Figure 4: Model V-BB Spinklers Combined with Attic Upright Sprinklers Covering Over 60 to 80 ft. Span Figure 5: Model V-SD Spinklers Combined with Attic Upright Sprinklers V-BB Coverage V-BB 10’ (3,05 m) Maximum Attic Upright Coverage 6’ (1,83 m) Maximum Over 60 - 80ft (18,3 - 24,4 m) 6’ (1,83 m) Maximum 4’ (1,22 m) Minimum 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. Attic Upright sprinklers spaced 8’ - 7’ (2,4 - 1,8 m) on centers 10’ (3,05 m) Maximum Attic Upright Coverage 6’ (1,83 m) Maximum 6’ (1,83 m) Maximum 4’ (1,22 m) Minimum V-SD Coverage V-SD 60’ (18,3 m) roof span15’ (4,6 m) Minimum Spacing must be staggered for additional rows Region 1: Attic Upright Sprinklers Region 3: Attic Upright Sprinklers Region 2: V-BB Sprinklers shown Figure 3: Attic Upright Sprinklers Combined with V-BB or V-SD Sprinklers When the total number of Attic Upright Sprinklers at the hip is greater than 4: Wet Systems: Calculate the most demanding 5 model V-BB or V-SD Sprinklers, add the most demanding 2 Attic Upright Sprinklers, then calculate the most demanding region up to 1500 ft2 (137 m2) that uses Attic Upright Sprinklers (example: Region 1 at right). Use the most demanding calculation. Dry Systems: Calculate the most demanding 7 model V-BB or V-SD sprinklers, add the most demanding 2 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. ATTIC UPRIGHT SPECIFIC APPLICATION SPRINKLER VK696 TECHNICAL DATA 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 Page 7 of 7 Form No. F_042815 16.01.28 Rev 16.1 Figure 6: Attic Upright Obstruction Criteria 1 Figure 7: Attic Upright Obstruction Criteria 2 X ELEVATION VIEW PLAN VIEW XZ Y Y Z W X Refer to Figure 6 below. Requirements: X ≥ 3Y or 3Z, X ≤ 24” (610 mm); Use the larger dimension Y or Z. TABLE 2: ATTIC UPRIGHT OBSTRUCTION CRITERIA Horizontal Distance (X)Minimum Vertical Distance Below Deflector (W) ≤6” (≤152 mm) 3” (77 mm) >6” - 9” (>152 - 229 mm) 4” (102 mm) >9” - 12” (>229 - 305 mm) 6” (89 mm) >12” - 15” (>305 - 381 mm) 8” (204 mm) >15” - 18” (>381 - 458 mm) 9-1/2” (242 mm) >18” - 24” (>458 - 610 mm) 12-1/2” (318 mm) >24” - 30” (>610 - 762 mm) 15-1/2” (394 mm) >30” (762 mm) 18” (458 mm) Replaces Form F_042815 Rev. 15.2 (Revised Fig3) OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org September 28, 2021 On Guard Fire Protection 1180 Sterling Ave #K Riverside, CA 92503 Re: Residential Fire Sprinkler Plan Review – RANCHO SANTANA – LOT 36 FSS2021-0230 / 81955 SEABISCUIT WAY, LA QUINTA, CA 92253 The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions. Permanently marked identification signs shall be attached to all control valves. The following inspections/tests are required to be witnessed by Office of the Fire Marshal Staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure. *No jacketed electrical and data wiring shall be in contact with, nor have the potential to contact CPVC piping once insulation is installed. (b) Final inspection The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 48 hours in advance and may be arranged by calling (760)777-7131. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Kohl Hetrick - Fire Safety Specialist 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131 RIVERSIDE COUNTY FIRE PROTECTION PLANNING RECORD OF INSPECTIONS / PERMIT CARD THIS CARD IS TO REMAIN ON SITE AT ALL TIMES. INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE. JOB ADDRESS: 81955 SEABISCUIT WAY PERMIT#: FSS2021-0230 DATE ISSUED: 9/28/2021 DESCRIPTION: RANCHO SANTANA – LOT 36 CONTRACTOR: ON GUARD FIRE PROTECTION HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS Thrust block pre-pour Door fan test UG rough piping Abort test UG hydro Mechanical shutdown Flush Detector test Final E F Deluge/pre-action SPRINKLER U.G. Final E F Thrust block pre-pour UST/AST TANK UG rough piping Installation UG hydro Removal Flush Emergency shut off Final E F Primary piping FIRE SPRINKLER Secondary piping Weld inspection Dispensers & shear valves Overhead rough piping Final E F Overhead hydro MISC. INSPECTIONS UG flush / OK to connect Spray booths Main drain/inspectors’ test Hood/duct extinguishing High pile storage High pile rack storage In-rack sprinklers H.P. vents/access/corridors Hose racks Tract access/hydrant verification Final E F Access & Address verification HOOD EXTINGUISHING OTHER CONST. PERMIT Detection system Function test Gas/electrical shut-off Nozzle model/placement Fire alarm connection Final E F SPRAY BOOTHS FIRE CODE PERMIT(S) Installation Air flow test Mechanical interlock Extinguishing system Fire alarm connection Final E F FIRE ALARM KNOX SYSTEM Rough-wire inspection Building Knox box Function test Gate access Knox box/padlock Duct detectors/velocity BUILDING INSPECTIONS 24 hr. battery test T/I final Sprinkler monitoring Shell final Final E F Final for occupancy FINAL INSPECTION DATE: INSPECTORS SIGNATURE: **WHEN CALLING FOR AN INSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ON REVERSE SIDE** 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131 INSPECTION NOTES 1. Sway bracing and hangers will be inspected at the time of rough piping inspection. 2. All required hydrostatic pressure tests shall maintain 200 psi for a 2-hour duration. (EX: Residential Fire Sprinkler Systems) 3. Fire sprinkler system remodels: if indicated on plans or this card, a hydrostatic pressure test shall be required. 4. All underground joints and thrusts blocks shall be exposed and readily visible during the hydrostatic test. 5. Contractor shall supply all testing equipment, access and operating instructions at time of test. 6. All systems shall be inspected, tested, and approved by a Fire Inspector before any work is started that may cause the affected system to be covered or hidden. POLICIES ON FIELD INSPECTIONS A. INSPECTION REQUESTS: Inspections are made subject to availability. Please have the permit number available when scheduling inspections. For City of La Quinta inspections call: (760) 777-7131. B. APPROVED PLANS: Shall be kept on the job site at all times that work is in progress. Work shall NOT commence without approved plans. C. INSPECTION REQUESTS: As required by the California Fire Code, the appropriate installing contractor shall be required to schedule the necessary inspections and be present on site for inspections. D. RE-INSPECTIONS: Will be charged against a permit when an inspection has failed, is not ready, the responsible party not on site or where previously noted corrections have not been completed. E. COMMODITIES: Unless otherwise noted on approved plans or letter of conditions, no commodities shall be entered into the structure until clearance has been granted by the Fire Dept and Building Official. F. OCCUPANCY: Buildings shall NOT be occupied by persons other than construction workers until a Final Fire Clearance has been granted by the Fire Dept and a Certificate for Occupancy has been issued by the Building Official. INSPECTION NOTES: THIS CARD IS REQURIED TO BE POSTED AT THE CONSTRUCTION SITE. THIS CARD AND APPROVED PLANS MUST BE AVAILABLE AT THE CONSTRUCTION SITE FOR ALL INSPECTIONS. THIS PERMIT SHALL EXPIRE AND BECOME NULL AND VOID IF THE WORK AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS OR MORE. THIS PERMIT IS FOR FIRE DEPARTMENT APPROVAL ONLY AND DOES NOT INTEND TO ABROGATE MORE RESTRICTIVE REQUIREMENTS OF OTHER AGENCIES HAVING RESPONSIBILITY. Residential Fire Protection dba License #: NV-61307 CA-950378 6438 Arville Street Las Vegas, NV 89118 (702) 966-8021 Tel (702) 987-1174 Fax www.onguardfp.com March 24, 2022 To whom it may concern, On Guard Fire Protection would like the extension of permit numbers FSS2021-0228, FSS2021-0229, FSS2021-0230, FSS2021-0231 which will expire on 3/28/2022. This job site and fire sprinkler permits have been delayed due to Covid-19. Thank you, Vanesa Hernandez On Guard Fire Protection 11800 Sterling Avenue Suite L Riverside, CA 92503 702-966-8021