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FSS2022-0087
Description: RANCHO SANATANA / FIRE SPRINKLERS / BRES2021-0836 Type: FIRE SPRINKLER (WEB) Subtype: RESIDENTIAL -TRACT Status: FINALED Applied: 3/11/2022 ECON HOMES Approved: 3/30/2022 KHET Parcel No: 767750030 Site Address: 81910 MOUNTAIN SPUR DR LA QUINTA,CA 92253 Subdivision: TR 31202-4 Block: Lot: 30 Issued: ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 1/26/2023 KHET Valuation: $2,930.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: ADDITIONAL NAME TYPE NAME ADDRESSI 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 ESTATES DEV 78401 HIGHWAY 111 STE X LA QUINTA CA 92253992 0 (702)966-8021 Printed: Wednesday, April 05, 2023 1:47:17 PM 1 of 3 WsYsrEMS DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY FIRE SPRINKLER SYSTEMS - SINGLE 101-0000-42421 0 $167.00 $167.00 5/19/22 WEB11813 637250145 CREDIT 950378 ECON 79 FAMILY DETACHED FIRE SPRINKLER SYSTEMS - SINGLE 101-0000-42420 0 $250.00 $250.00 5/19/22 WEB11813 637250145 CREDIT 950378 ECON 79 FAMILY DETACHED PC Total Paid for FIRE FEES: $417.00 $417.00 RECORDS 101-0000-42416 0 $11.00 $11.00 5/19/22 WEB11813 637250145 CREDIT 950378 ECON MANAGEMENT FEE 79 Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 5/19/22 WEB11813 637250145 CREDIT 950378 ECON ENHANCEMENT FEE 79 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:•• $433.00 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE OVERHEAD HYRO KHET 5/26/2022 5/26/2022 APPROVED OVERHEAD ROUGH KHET 5/26/2022 5/26/2022 APPROVED PIPING FIRE FINAL" KHET 1/26/2023 1/26/2023 APPROVED Printed: Wednesday, April 05, 2023 1:47:17 PM 2 of 3 WsYsrEMS 1ST PERMIT TECH — I AARON 13/11/2022 I 3/14/2022 I 3/15/2022 I COMPLETE ETRAKIT (1 DAY) HICKSON :• =011�illllllllllll Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 3/15/2022 Etrakit Contractor 1ST SUBMITTAL FIRE LOT 30 PLAN 7XR FS 1 SPRINKLER PLAN PLANS - DO.pdf DOC 3/15/2022 Etrakit Contractor 1ST SUBMITTALHYDRAULIC LOT 30 PLAN CALCS.pdf 1 CALC 1ST SUBMITTAL DOC 3/15/2022 Etrakit Contractor MATERIAL SPEC SHEETS RANCHO SANTANA - 1 W/FLOW TEST CUTSHEETS.pdf DOC 3/30/2022 KOHL HETRICK FSS2022-0087 - COA FSS2022-0087 - COA 1 AND JOB CARD.pdf AND JOB CARD.pdf FSS2022-0087- FSS2022-0087- DOC 3/30/2022 KOHL HETRICK APPROVED PLANS AND APPROVED PLANS AND 1 CALCS.pdf CALCS.pdf Printed: Wednesday, April 05, 2023 1:47:17 PM 3 of 3 WsYsrEMS 101' 1 1 PFINMEEELDNI —ILS—RE.—O. S.—INORA 11 EN 3 1 E �i RE 1S11P gul im pi pl, -GENERAL INFORMATION: rMA, QING, —Ift' GARAGE 91- Pwff,4,�— _" GARAGE EESW OPT. CASITA LIVING 56M 80mccTION APE VB ON GUARD FIRE PROTECTION C-16 LICENSE #960378 ( ALIMM f—V N 7X j.1 411 E0 — .41".01-5 111, 1 flollf. Bill PANAMA Bill HANGER SPACING DETAIL (NTS) IN I I ME p RISER AND UNDERGROUND DETAIL -Egg� I GENERA NOTES: s:eNsu is I.TIIIIYUEI.l�MULIC,v�C'T,�TIT,,.JIACWIIMIIIGIICUMI A SNOPA 1"A"""—"CRNIA REE'CE-" CODE P P—D 2, ALL P'PEAND `N-S HALL SE I—LASENASTERC— AAND UL LISTED FOR USE IN FIRE P—TION SYSTEMS, S, i 6 i AL EN" '7 C=OSPEINFRA11D I 1 177 ZIE LLN". ZS"A'1EZT. L—AOE AT N— — OPERATIND EN 1"LL.'C L`=.L�y... TO --N- T—ARINN-1 7—D.N.R.E ..... INARI —EHATUREA.—ERE—MILI E ��FF,�ENTLY.PA�EDFR.���AP"..—G��'����'.'— OPENI.E. 11ILIN ROI TSI11110 S IFL."A DO AND o III SE. LIG IL— =`E-Z HA0$ VI THE 10— ALLINSANCER ,IN L I 11111W IALLI EALS HEADS SPACED AT=H`A� THE F—ING A—NCES PLAN ALL SO 4AINZ M J MF WMF WPAL 60 M L LE R CS - U.N � I Dl�..AFR E TO .. P P T — D . I T H NA E LEN 10r S�ELETMWATERCON�E�ONSA�MUSTHO�AT TG GE RISER co N CTRANC IN ADS I N ARE PROVIDED 11� a. S.ALL RE wcAiEDsnAwnv —LEILINDFANI x :3 0 ANOL"" ES CL Q.W 2. PER NIPA =S IN ALL CLL.ETS INCLUDIN. THOSE C.— H.LNIN. < . U) M11HANICALEOUIPMENT THATAIENI—IRTHAN-1-11-1111LE Z SPINKLER AT THE HICH— 111ING SPACE IN DHE CLOSET SHAL- BE S1111CIEW LLI 6 WTN— HE.... TO .— SSHALLN'T'ERS'LI, 0 -5 < Z, lS. PER NFFA ISO 2— SI.1.1 PARE SPRINNILEN ES z -j azo vO AIPPI-ED NA-4m—= 6 z - c I z DN- GUARDFIRE PROTECTION ""'0" .. C'A PIIIID121-21—(., I — FIRE SPRINKLER PUNS W" = V-0" U.O.N FP10F1 Hydraulic Calculations for Project Name: RANCHO SANTANA Location: TRACT #31202, LA QUINTA, Drawing Name: LOT 28 PLAN 7 & 7X.cad Design Remote Area Number: Remote Area Location: Occupancy Classification Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: 1 - 16'x16' SPACING JR. MASTER SUITE Residential 0.050gpm/ft2 512.00ft2 (Actual 142.61ft2) 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: 31.04 @ 63.253 Type of System: 13D Volume of Dry/PreAction/Antifreeze/OtherP N/A Name of Contractor:ON GUARD FIRE PROTECTION Address: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 Phone Number: 909-225-5065 Name of designer: TONY HARGROVE Authority Having Jurisdiction Notes: Automatic peaking results Left: 66.478 Right: N/A Calculation Date: 8/19/2021 Allowance at Source Hose (Safety Margin = 19.903) L@ M.E.P.CAD, Inc. �JJJAutoSPRINK 2020 v16.3.9.0 1 - 16'x16' SPA 8/19/202112:38:27PM Page 1 ANHydraulic Summary Job Number: 172035 Report Description: Residential (1 - 16'x16' SPACING) Job Job Number Design Engineer 172035 TONY HARGROVE State Certification/License Number Job Name: RANCHO SANTANA Address 1 TRACT #31202 AHJ Address 2 Job Site/Building LA QUINTA Drawing Name Address 3 LOT 28 PLAN 7 & 7X.cad System 9V in Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 4.9 K-Factor 13.00 at 7.039 Residential Hose Allowance At Source Density Area of Application 0.00 0.050gpm/ft2 512.00ft2 (Actual 142.61ft2) Additional Hose Supplies Number Of Sprinklers Calculated Number Of No2Aes Calculate( Coverage Per Sprinkler Node Flow(apm) 2 0 256.00ft2 AutoPeakResults Pressure For Remote Area(s) Adjacent To Most Remote Area Hose At Node 500 5.00 Left: 66.478 Total Hose Streams 5.00 System Flow Demand Total Water Required (Including Hose Allowance) 31.04 31.04 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 12.81 between nodes 2 and 3 Maximum Velocity Under Ground 12.07 between nodes 3 and 4 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 697.02gal Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m (psi)(psi)@ m (psi)°� m(psi) (psi) 1 Water Supply 83.160 79.470 1300.00 83.156 31.04 63.253 19.903 Contractor Contractor Number 950378 Contact Name BOBBY TAVAKOLI Contact Title Name of Contractor: Phone Extension ON GUARD FIRE PROTECTION 909-225-5065 Address 1 6438 ARVILLE STREET FAX Address 2 LAS VEGAS, NV 89118 Address 3 E-mail Web -Site M, © M.E.P.CAD, Inc. > AutoSPRINK 2020 06.3.9.0 8/19/2021 12:39:13PM Page 1 Hydraulic Graph Job Name: RANCHO SANTANA N 1.85 Remote Area Number: 1 - 16'x16' SPACING Date: 8/19/2021 100 Water Supply Summary Sheet 90 Node: 1 vailable Supply Static Pressure 83.160 80 31.04 @ 83.156 1300.00 @ 79.470 70 1.04 @ 63.253 60 Q 50 a� 40 System demand curve 30 20 10 0 0250 500 750 1000 1250 1500 1750 2000 2250 2500 Flow - gpm &@ M.E.P.CAD, Inc. IN AutoSPRINK 2020 06.3.9.0 8/19/2021 12:38:31 PM Page 2 �ffl Summary Of Outflowing Devices I Job Number: 172035 usoua I Report Description: Residential (1 - 16'x16' SPACING) Actual Flow Minimum Flow K-Factor Pressure Device m m K(psi) Sprinkler 101 13.00 13.00 4.9 7.039 Sprinkler 102 13.04 13.00 4.9 7.087 Hose 500 5.00 5.00 0 31.442 Most Demanding Sprinkler Data �M, © M.E.P.CAD, Inc. �1I1 AutoSPRINK 2020 v16.3.9.0 8/19/2021 12:38:33PM Page 3 Job Name: RANCHO SANTANA Remote Area Number: 1 - 16'x16' SPACING Date: 8/19/2021 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 83.160 79.470 1300.00 83.156 31.04 63.253 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -2'-6 Supply 63.253 31.04 101 10, Sprinkler 7.039 13.00 102 10, Sprinkler 7.087 13.04 500 1' 31.442 5.00 2 -2'-6 63.256 3 -2'-6 55.504 4 -2'-6 43.923 5 -2'-6 40.644 6 -2'-6 33.464 7 1'-6 Supply 31.197 150 10'-6 24.301 152 10'-6 22.388 154 10'-6 18.771 156 10'-6 18.780 158 10'-6 15.195 160 10'-6 7.203 162 10'-6 7.152 174 10'-6 14.846 176 10'-6 15.195 &@ M.E.P.CAD, Inc. 11 AutoSPRINK 2020 v16.3.5 8/19/2021 12:38:38PM Paqe 4 Job Name: RANCHO SANTANA Remote Area Number: 1 - 16'x16' SPACING Date: 8/19/2021 Node Number Elevation (Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 178 10'-6 15.572 LM © M.E.P.CAD, Inc. AutoSPRINK 2020 v16.3.5 8/19/2021 12:38:38PM Paqe 5 Job Name: RANCHO SANTANA Remote Area Number: 1 - 16'x16' SPACING Date: 8/19/2021 Pipe Information Node 1 Elev 1 (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 Fitting (Foot) pf Friction Loss Per Unit (psi ) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 101 10, 4.9 13.00 3/ (See Notes) 6" 150 7.039 ••••• Route 1••••• Sprinkler, T(T) 3' 0.094407 -0.217 162 10'-6 13.00 0.8740 3 -6 0.330 162 10'-6 3/ (See Notes) 9'-10 150 7.152 Tr(1') 1' 0.004687 160 10'-6 2.56 0.8740 10'-10 0.051 160 10'-6 13.04 3/ (See Notes) 44'-4 150 7.203 Flow (q) from Route 2 2E(4'), 2Tr(1'), 2T(3') 16' 0.132427 158 10'-6 15.61 0.8740 60'-4 7.992 158 10' 6 0.18 3/ (See Notes) 22'-6 150 15.195 Flow (q) from Route 3 Tr(1'), T(T) 4' 0.135222 156 10'-6 15.79 0.8740 26' 6 3.585 156 10'-6 0.74 3/ (See Notes) 22'-6 150 18.780 Flow (q) from Route 4 2Tr(1') 2' 0.147198 152 10'-6 16.53 0.8740 24'-6 3.608 152 10'-6 9.52 1 (See Notes) T-3 150 22.388 Flow (q) from Route 5 2E(5') 10' 0.110905 150 10'-6 26.04 1.1010 17'-3 1.913 150 10'-6 1 (See Notes) 9' 150 24.301 0.000), 2Tr(1'), sCV(5'), 2E(5 ), cplg(1'), BASE OF RISER 18' 0.110905 3.902 7 1'-6 26.04 1.1010 27 2.994 7 1'-6 1'/4 6" 150 31.197 0.056399 0.217 500 1' 26.04 1.2650 6" 0.028 500 1' 5.00 1'/4 (See Notes) T-6 150 31.442 E(T) 3' 0.078049 1.517 6 -2'-6 31.04 1.2650 6'-6 0.505 6 -2'-6 1'/4 (See Notes) 90, 120 33.464 E(T) 3' 0.077201 5 -2'-6 31.04 1.3800 93 7180 5 -2'-6 1'/z 90, 120 40.644 0.036441 4 -2'-6 31.04 1.6100 90, 3.280 �M, © M.E.P.CAD, Inc. �111 AutoSPRINK 2020 v16.3.9.0 1 - 16'x16' SPACING 8/19/2021 12:38:41 PM Page 6 Job Name: RANCHO SANTANA Remote Area Number: 1 - 16'x16' SPACING Date: 8/19/2021 Pipe Information Node 1 Elev 1 (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) when applicable, are added Fixed Pressure Losses, directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 4 -2'-6 1 (See Notes) V-2 150 43.923 CV(8'-1), WMV(-9.538) 8'-1 0.217433 3 -2'-6 31.04 1.0250 9 3 11.581 3 -2'-6 1 (See Notes) 20' 150 55.504 AngV(-2.500), BaIV(-0.080), cplg(7") 7" 0.251277 2 -2'-6 31.04 0.9950 20' 7 7.752 2 -2'-6 8 (See Notes) 250' 150 63.256 E(27'-2), 2T(52'-10), GV(6'), 166' 0.000010 -0.007 1 -2'-6 31.04 7.9800 416' 0.004 0.00 63.253 Hose Allowance At Source TotaI(Pt) Route 1 1 31.04 102 10' 4.9 13.04 3/ (See Notes) 6" 150 7.087 ..... Route 2 Sprinkler, T(T) 3' 0.095011 -0.217 160 10'-6 13.04 0.8740 T-6 0.333 7.203 TotaI(Pt) Route 2 176 10'-6 3.59 3/ (See Notes) 9'-10 150 15.195 ••••• Route 3••••• T(3'), Flow (q) from Route 6 3Tr(1'), T(T) 9' 0.000033 158 10'-6 0.18 0.8740 18'-10 0.001 15.195 TotaI(Pt) Route 3 176 10' 6 3.59 3/ (See Notes) 34'-6 150 15.195 ..... Route 4 Flow (q) from Route 6 Tr(1'), 4T(3') 13' 0.007936 178 10'-6 3.41 0.8740 47' 6 0.377 178 10'-6 6.85 3/4 (See Notes) 44'-6 150 15.572 Flow (q) from Route 7 5Tr(1'), T(T) 8' 0.060910 154 10'-6 10.26 0.8740 52' g 3 199 154 10'-6 3/ (See Notes) 12'-4 150 18.771 T(T) 2Tr(1'), T(T) 8' 0.000471 156 10'-6 0.74 0.8740 20'-4 0.010 18.780 TotaI(Pt) Route 4 154 10'-6 3/ (See Notes) 51'-3 150 18.771 • • • • • Route 5 Tr(1') E(4'), 3Tr(1'), 3T(3') 17' 0.053021 152 10'-6 9.52 0.8740 68 3 3.618 rM, © M.E.P.CAD, Inc. �111 AutoSPRINK 2020 v16.3.9.0 1 - 16'x16' SPACING 8/19/2021 12:38:41 PM Page 7 Job Name: RANCHO SANTANA Remote Area Number: 1 - 16'x16' SPACING Date: 8/19/2021 Pipe Information Node 1 Elev 1 (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 Fitting (Foot) pf Friction Loss Per Unit (psi ) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total ( Foot) Friction(Pf) 22.388 I TotaI(Pt) Route 5 174 10'6 3/4 (See 23' 150 14.846 ••••• Route 6••••• T(T)Notes) 3Tr(1'), 2E(4'), T(T) 17' 0.008716 176 10'-6 3.59 0.8740 40 0.349 15.195 Total(Pt) Route 6 162 10' 6 2.56 3/ (See Notes) 95'-4 150 7.152 ..... Route 7 Flow (q) from Route 1 E(4'), 8Tr(1'), 5T(3') 27' 0.062871 174 10'-6 10.44 0.8740 122'-4 7.694 174 10'-6 3.59 3/4 (See Notes) 23'-2 150 14.846 Flow (q) from Route 6 2Tr(1') 2' 0.028849 178 10'-6 6.85 0.8740 25-2 0.726 15.572E TotaI(Pt) Route 7 rM, © M.E.P.CAD, Inc. �111 AutoSPRINK 2020 v16.3.9.0 1 - 16'x16' SPACING 8/19/2021 12:38:41 PM Page 8 Job Name: RANCHO SANTANA Remote Area Number: 1 - 16'xl 6'SPACING Date: 8/19/2021 quivalent Pipe Lengths of Valves and Fittings (C=120 only) C 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 BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4 Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic 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 �M, © M.E.P.CAD, Inc. �111 AutoSPRINK 2020 v16.3.9.0 1 - 16'x16' SPACING 8/19/2021 12:38:41 PM Page 9 Hydraulic Calculations for Project Name: RANCHO SANTANA Location: TRACT #31202, LA QUINTA, Drawing Name: LOT 28 PLAN 7 & 7X.cad Design Remote Area Number: Remote Area Location: Occupancy Classification Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: 2 - 20'x20' SPACING BATH 1 Residential 0.050gpm/ft2 400.00ft2 (Actual 217.77ft2) 400.00ft2 Pendent 1 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: 26.00 @ 60.448 Type of System: 13D Volume of Dry/PreAction/Antifreeze/OtherP N/A Name of Contractor:ON GUARD FIRE PROTECTION Address: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 Phone Number: 909-225-5065 Name of designer: TONY HARGROVE Authority Having Jurisdiction Notes: Automatic peaking results Left: N/A Right: N/A Calculation Date: 8/19/2021 Allowance at Source Hose (Safety Margin = 22.709) L@ M.E.P.CAD, Inc. �JJJAutoSPRINK 2020 v16.3.9.0 2 - 20'x20' SPA 8/19/202112:40:24PM Page 1 ANHydraulic Summary Job Number: 172035 Report Description: Residential (2 - 20'x20' SPACING) Job Job Number Design Engineer 172035 TONY HARGROVE State Certification/License Number Job Name: RANCHO SANTANA Address 1 TRACT #31202 AHJ Address 2 Job Site/Building LA QUINTA Drawing Name Address 3 LOT 28 PLAN 7 & 7X.cad System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 4.9 K-Factor 21.00 at 18.367 Residential Hose Allowance At Source Density Area of Application 0.00 0.050gpm/ft2 400.00ft2 (Actual 217.77ft2) Additional Hose Supplies Number Of Sprinklers Calculated Number Of No2Aes Calculate( Coverage Per Sprinkler Node Flow(apm) 1 0 400.00ft2 AutoPeakResults Pressure For Remote Area(s) Adjacent To Most Remote Area Hose At Node 500 5.00 Total Hose Streams 5.00 System Flow Demand Total Water Required (Including Hose Allowance) 26.00 26.00 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 11.23 between nodes 166 and 201 Maximum Velocity Under Ground 10.11 between nodes 3 and 4 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 697.02gal Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m (psi)(psi)@ m (psi)°� m(psi) (psi) 1 Water Supply 83.160 79.470 1300.00 83.157 26.00 60.448 22.709 Contractor Contractor Number 950378 Contact Name BOBBY TAVAKOLI Contact Title Name of Contractor: Phone Extension ON GUARD FIRE PROTECTION 909-225-5065 Address 1 6438 ARVILLE STREET FAX Address 2 LAS VEGAS, NV 89118 Address 3 E-mail Web -Site M, © M.E.P.CAD, Inc. > AutoSPRINK 2020 06.3.9.0 8/19/2021 12:39:35PM Page 1 Hydraulic Graph Job Name: RANCHO SANTANA N 1.85 Remote Area Number: 2 - 20'x20' SPACING Date: 8/19/2021 100 Water Supply Summary Sheet 90 Node: 1 vailable Supply Static Pressure 83.160 80 26.00 @ 83.157 1300.00 @ 79.470 70 26.00 @ 60.448 60 Q 50 a� 40 System demand curve 30 20 10 0 0250 500 750 1000 1250 1500 1750 2000 2250 2500 Flow - gpm &@ M.E.P.CAD, Inc. IN AutoSPRINK 2020 06.3.9.0 8/19/2021 12:40:29PM Page 2 �ffl Summary Of Outflowing Devices I Job Number: 172035 UMUM Report Description: Residential (2 - 20'x20' SPACING) Device Actual Flow m Minimum Flow m K-Factor K(psi) Pressure Sprinkler 201 21.00 21.00 4.9 18.367 Hose 500 5.00 5.00 0 36.278 Most Demanding Sprinkler Data �M, © M.E.P.CAD, Inc. �1I1 AutoSPRINK 2020 v16.3.9.0 8/19/2021 12:40:32PM Page 3 Job Name: RANCHO SANTANA Remote Area Number: 2 - 20'x20' SPACING Date: 8/19/2021 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 83.160 79.470 1300.00 83.157 26.00 60.448 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -2'-6 Supply 60.448 26.00 201 10, Sprinkler 18.367 21.00 500 1' 36.278 5.00 2 -2'-6 60.452 3 -2'-6 54.147 4 -2'-6 45.693 5 -2'-6 43.330 6 -2'-6 38.159 7 1'-6 Supply 36.042 150 10'-6 30.130 152 10'-6 28.846 154 10'-6 26.406 156 10'-6 26.429 158 10'-6 24.231 164 10'-6 19.603 166 10'-6 19.182 174 10'-6 23.001 176 10'-6 23.920 178 10'-6 23.957 LM © M.E.P.CAD, Inc. AutoSPRINK 2020 v16.3.5 8/19/2021 12:40:36PM Paqe 4 Job Name: RANCHO SANTANA Remote Area Number: 2 - 20'x20' SPACING Date: 8/19/2021 Pipe Information Node 1 Elev 1 (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) when applicable, are added Fixed Pressure Losses, directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 201 10, 4.9 21.00 3/4 (See Notes) 6" 150 18.367 ••••• Route 1••••• Sprinkler, E(4') 4' 0.229253 -0.217 166 10'-6 21.00 0.8740 4'-6 1.032 166 10'-6 a/ 1'-10 150 19.182 0.229253 164 10'-6 21.00 0.8740 1'-10 0.421 164 10'-6 3/4 (See Notes) 22'-4 150 19.603 Tr(1') 2T(3'), Tr(1') 8' 0.112020 174 10'-6 14.26 0.8740 30'-4 3.399 174 10' 6 3/4 (See Notes) 23' 150 23.001 T(T) 3Tr(1'), 2E(4') 14' 0.024816 176 10'-6 6.31 0.8740 37 0.919 176 10'-6 3/4 (See Notes) 9'-10 150 23.920 Tr(1' ) 3Tr(1'), T(T) 7' 0.018453 158 10'-6 5.38 0.8740 16'-10 0.311 158 10' 6 6.74 3/4 (See Notes) 22'-6 150 24.231 Flow (q) from Route 4 Tr(1'), T(T) 4' 0.082925 156 10'-6 12.12 0.8740 26' 6 2.198 156 10'-6 1.19 3/4 (See Notes) 22'-6 150 26.429 Flow (q) from Route 2 2Tr(1') 2' 0.098592 152 10'-6 13.31 0.8740 24'-6 2 417 152 10'-6 7.69 1 (See Notes) T-3 150 28.846 Flow (q) from Route 3 2E(5') 10' 0.074468 150 10'-6 21.00 1.1010 17'-3 1284 150 10'-6 1 (See Notes) 9' 150 30.130 (-0.000), 2Tr(1'), sCV(5'), 2E(5 ), cplg(1'), BASE OF RISER 18' 0.074468 3.902 7 1'-6 21.00 1.1010 27 2.011 7 1'-6 1'/4 6" 150 36.042 0.037870 0.217 500 1' 21.00 1.2650 6" 0.019 500 1' 5.00 1'/4 (See Notes) T-6 150 36.278 E(T) 3' 0.056220 1.517 6 -2'-6 26.00 1.2650 66 0.363 �M, © M.E.P.CAD, Inc. �111 AutoSPRINK 2020 v16.3.9.0 2 - 20'x20' SPACING 8/19/2021 12:40:39PM Page 5 Job Name: RANCHO SANTANA Remote Area Number: 2 - 20'x20' SPACING Date: 8/19/2021 Pipe Information Node 1 Elev 1 (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) when applicable, are added Fixed Pressure Losses, directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 6 -2'-6 1'/4 (See Notes) 90, 120 38.159 E(T) 3' 0.055609 5 -2'-6 26.00 1.3800 93 5172 5 -2'-6 1'/2 90, 120 43.330 0.026249 4 -2'-6 26.00 1.6100 90' 2.362 4 -2'-6 1 (See Notes) V-2 150 45.693 CV(8'-1), WMV(-9.538) 8'-1 0.156619 3 -2'-6 26.00 1.0250 9-3 8.454 3 -2'-6 1 (See Notes) 20' 150 54.147 AngV(-2.500), BaIV(-0.080), cplg(7") 7" 0.180997 2 -2'-6 26.00 0.9950 20' 7 6.306 2 -2'-6 8 (See Notes) 250' 150 60.452 E(27'-2), 2T(52'-10), GV(6'), 166' 0.000007 -0.007 1 -2'-6 26.00 7.9800 416' 0.003 0.00 60.448 Hose Allowance At Source TotaI(Pt) Route 1 1 26.00 176 10'-6 3/4 (See Notes) 34'-6 150 23.920 ..... Route 2 T(T) Tr(1'), 4T(3') 16' 0.000724 178 10'-6 0.93 0.8740 50'-6 0.037 178 10' 6 7.95 '/4 (See Notes) 44'-6 150 23.957 Flow (q) from Route 5 5Tr(1'), T(T) 8' 0.046642 154 10'-6 8.88 0.8740 52'-6 2.449 154 10' 6 3/4 (See Notes) 12'-4 150 26.406 T(T) 2Tr(1'), T(T) 8' 0.001130 156 10'-6 1.19 0.8740 20'-4 0.023 26.429 TotaI(Pt) Route 2 154 10'-6 3/4 (See Notes) 51'-3 150 26.406 ••••• Route 3••••• Tr(1') E(4'), 3Tr(1'), 3T(3') 17' 0.035755 152 10'-6 7.69 0.8740 68' 3 2.440 28.846 TotaI(Pt) Route 3 rM, © M.E.P.CAD, Inc. �111 AutoSPRINK 2020 v16.3.9.0 2 - 20'x20' SPACING 8/19/2021 12:40:39PM Page 6 Job Name: RANCHO SANTANA Remote Area Number: 2 - 20'x20' SPACING Date: 8/19/2021 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (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 (Pf) and shown as negatWaxalue- 164 10'-6 3/ (See 127'-3 150 19.603 • • • • • Route 4 • T(T)Notes) 38' 158 10'-6 6.74 0.8740 0.028009 11Tr(1'), 4T(3'), 3E(4') 165-3 4.628 24.231 TotaI(Pt) Route 4 174 10'-6 6.31 3/4 (See 23'-2 150 23.001 ..... Route 5 Notes) Flow (q) from Route 1 2' 178 10'-6 7.95 0.8740 0.037971 2Tr(1') 25 2 0.955 23.957 Total(Pt) Route 5 �M, © M.E.P.CAD, Inc. �111 AutoSPRINK 2020 v16.3.9.0 2 - 20'x20' SPACING 8/19/2021 12:40:39PM Page 7 Job Name: RANCHO SANTANA Remote Area Number: 2 - 20'x20' SPACING Date: 8/19/2021 quivalent Pipe Lengths of Valves and Fittings (C=120 only) C 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 BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4 Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic 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 �M, © M.E.P.CAD, Inc. �111 AutoSPRINK 2020 v16.3.9.0 2 - 20'x20' SPACING 8/19/2021 12:40:39PM Page 8 Hydraulic Calculations for Project Name: RANCHO SANTANA Location: TRACT #31202, LA QUINTA, Drawing Name: LOT 28 PLAN 7 & 7X.cad Design Remote Area Number: Remote Area Location: Occupancy Classification Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: 3 - 16'x16' SPACING PRIMARY SUITE Residential 0.050gpm/ft2 512.00ft2 (Actual 288.32ft2) 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: 31.55 @ 60.331 Type of System: 13DE Volume of Dry/PreAction/Antifreeze/OtherP N/A Name of Contractor:ON GUARD FIRE PROTECTION Address: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 Phone Number: 909-225-5065 Name of designer: TONY HARGROVE Authority Having Jurisdiction Notes: Automatic peaking results Left: N/A Right: N/A Calculation Date: 8/19/2021 Allowance at Source Hose (Safety Margin = 22.825) L@ M.E.P.CAD, Inc. �JJJAutoSPRINK 2020 v16.3.9.0 3 - 16'x16' SPA 8/19/202112:40:59PM Page 1 ANHydraulic Summary Job Number: 172035 Report Description: Residential (3 - 16'x16' SPACING) Job Job Number Design Engineer 172035 TONY HARGROVE State Certification/License Number Job Name: RANCHO SANTANA Address 1 TRACT #31202 AHJ Address 2 Job Site/Building LA QUINTA Drawing Name Address 3 LOT 28 PLAN 7 & 7X.cad System in Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 4.9 K-Factor 13.00 at 7.039 Residential Hose Allowance At Source Density Area of Application 0.00 0.050gpm/ft2 512.00ft2 (Actual 288.32ft2) Additional Hose Supplies Number Of Sprinklers Calculated Number Of No2Aes Calculate( Coverage Per Sprinkler Node Flow(apm) 2 0 256.00ft2 AutoPeakResults Pressure For Remote Area(s) Adjacent To Most Remote Area Hose At Node 500 5.00 Total Hose Streams 5.00 System Flow Demand Total Water Required (Including Hose Allowance) 31.55 31.55 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 13.02 between nodes 2 and 3 Maximum Velocity Under Ground 12.27 between nodes 3 and 4 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 697.02gal Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m (psi)(psi)@ m (psi)°� m(psi) (psi) 1 Water Supply 83.160 79.470 1300.00 83.156 31.55 60.331 22.825 Contractor Contractor Number 950378 Contact Name BOBBY TAVAKOLI Contact Title Name of Contractor: Phone Extension ON GUARD FIRE PROTECTION 909-225-5065 Address 1 6438 ARVILLE STREET FAX Address 2 LAS VEGAS, NV 89118 Address 3 E-mail Web -Site M, © M.E.P.CAD, Inc. > AutoSPRINK 2020 06.3.9.0 8/19/2021 12:41:36PM Page 1 Hydraulic Graph Job Name: RANCHO SANTANA N 1.85 Remote Area Number: 3 - 16'x16' SPACING Date: 8/19/2021 100 Water Supply Summary Sheet 90 Node: 1 vailable Supply Static Pressure 83.160 80 31.55 @ 83.156 1300.00 @ 79.470 70 31.55 @ 60.331 60 Q 50 a� 40 System demand curve 30 20 10 0 0250 500 750 1000 1250 1500 1750 2000 2250 2500 Flow - gpm &@ M.E.P.CAD, Inc. IN AutoSPRINK 2020 06.3.9.0 8/19/2021 12:41:01 PM Page 2 �ffl Summary Of Outflowing Devices vv� Actual Flow Minimum Flow Job Number: 172035 on: mesiaenuai ko - i n x i u arH�iiv Device m m K(psi) Sprinkler 301 13.00 13.00 4.9 7.039 Sprinkler 302 13.55 13.00 4.9 7.646 Hose 500 5.00 5.00 0 27.694 Most Demanding Sprinkler Data �M, © M.E.P.CAD, Inc. �1I1 AutoSPRINK 2020 v16.3.9.0 8/19/2021 12:41:04PM Page 3 Job Name: RANCHO SANTANA Remote Area Number: 3 - 16'x16' SPACING Date: 8/19/2021 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 83.160 79.470 1300.00 83.156 31.55 60.331 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -2'-6 Supply 60.331 31.55 301 10, Sprinkler 7.039 13.00 302 10, Sprinkler 7.646 13.55 500 1' 27.694 5.00 2 -2'-6 60.334 3 -2'-6 52.426 4 -2'-6 40.507 5 -2'-6 37.128 6 -2'-6 29.731 7 1'-6 Supply 27.448 150 10'-6 20.444 152 10'-6 18.462 154 10'-6 14.687 156 10'-6 14.739 158 10'-6 11.492 168 10'-6 7.499 170 10'-6 7.247 172 10'-6 7.785 174 10'-6 8.821 &@ M.E.P.CAD, Inc. 11 AutoSPRINK 2020 v16.3.5 8/19/2021 12:41:08PM Paqe 4 Job Name: RANCHO SANTANA Remote Area Number: 3 - 16'x16' SPACING Date: 8/19/2021 Node Number Elevation (Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 176 10'-6 10.679 178 10'-6 10.681 LM © M.E.P.CAD, Inc. AutoSPRINK 2020 v16.3.5 8/19/2021 12:41:08PM Paqe 5 Job Name: RANCHO SANTANA Remote Area Number: 3 - 16'x16' SPACING Date: 8/19/2021 Pipe Information Node 1 Elev 1 (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 Fitting (Foot) pf Friction Loss Per Unit (psi ) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 301 10, 4.9 13.00 3/ (See Notes) 6" 150 7.039 ••••• Route 1••••• Sprinkler, E(4') 4' 0.094407 -0.217 170 10'-6 13.00 0.8740 4'-6 0.425 170 10'-6 3 2'-8 150 7.247 0.094407 168 10'-6 13.00 0.8740 2'-8 0.252 168 10'-6 3/ (See Notes) 7'-4 150 7.499 Tr(1' ) Tr(1') 2' 0.030712 172 10'-6 7.08 0.8740 9-4 0.287 172 10'-6 13.55 3/ (See Notes) V-8 150 7.785 Flow (q) from Route 2 T(T) 3' 0.221907 174 10'-6 20.63 0.8740 4'-8 1.035 174 10'-6 3/ (See 23' 150 8.821 T(T)Notes) 3Tr(1'), 2E(4') 14, 0.050206 176 10'-6 9.24 0.8740 37 1.858 176 10'-6 3/ (See Notes) 9'-10 150 10.679 Tr(1' ) 3Tr(1'), T(T) 7' 0.048294 158 10'-6 9.05 0.8740 16'-10 0.813 158 10'-6 5.92 3/ (See Notes) 22'-6 150 11.492 Flow (q) from Route 5 Tr(1'), T(T) 4' 0.122473 156 10'-6 14.96 0.8740 26' 6 3 247 156 10'-6 1.85 3/ (See Notes) 22'-6 150 14.739 Flow (q) from Route 3 2Tr(1') 2' 0.151887 152 10'-6 16.81 0.8740 24' 6 3.723 152 10'-6 9.74 1 (See Notes) T-3 150 18.462 Flow (q) from Route 4 2E(5') 10' 0.114907 150 10'-6 26.55 1.1010 17'-3 1982 150 10'-6 1 (See Notes) 9' 150 20.444 (-0.000), 2Tr(1'), sCV(5'), 2E(5 '), cplg(1'), BASE OF RISER 18' 0.114907 3.902 7 1'-6 26.55 1.1010 27 3.102 7 1'-6 1'/4 6" 150 27.448 0.058435 0.217 500 1' 26.55 1.2650 6" 0.029 �M, © M.E.P.CAD, Inc. �111 AutoSPRINK 2020 v16.3.9.0 3 - 16'x16' SPACING 8/19/2021 12:41:12PM Page 6 Job Name: RANCHO SANTANA Remote Area Number: 3 - 16'x16' SPACING Date: 8/19/2021 Pipe Information Node 1 Elev 1 (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 Fitting (Foot) pf Friction Loss Per Unit (psi ) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 500 1' 5.00 1'/4 (See Notes) T-6 150 27.694 E(T) 3' 0.080409 1.517 6 -2'-6 31.55 1.2650 6'-6 0.520 6 -2'-6 1'/4 (See Notes) 90, 120 29.731 E(T) 3' 0.079535 5 -2'-6 31.55 1.3800 93' 7.397 5 -2'-6 1'/2 90, 120 37.128 0.037543 4 -2'-6 31.55 1.6100 90' 3.379 4 -2'-6 1 (See Notes) V-2 150 40.507 CV(8'-1), WMV(-9.538) 8'-1 0.224007 3 -2'-6 31.55 1.0250 9-3 11.919 3 -2'-6 1 (See Notes) 20' 150 52.426 AngV(-2.500), BaIV(-0.080), cplg(7") 7" 0.258874 2 -2'-6 31.55 0.9950 20' 7 7.909 2 -2'-6 8 (See Notes) 250' 150 60.334 E(27'-2), 2T(52'-10), GV(6'), 166' 0.000010 -0.007 1 -2'-6 31.55 7.9800 416' 0.004 0.00 60.331 Hose Allowance At Source Total(Pt) Route 1 1 31.55 302 10, 4.9 13.55 '/4 (See Notes) 6" 150 7.646 ..... Route 2 Sprinkler, T(T) 3' 0.101912 -0.217 172 10'-6 13.55 0.8740 3' 6 0.357 7.785 TotaI(Pt) Route 2 176 10'-6 3/4 (See Notes) 34'-6 150 10.679 ..... Route 3 T(T) Tr(1'), 4T(3') 16' 0.000039 178 10'-6 0.19 0.8740 50'-6 0.002 178 10' 6 11.39 3/4 (See Notes) 44'-6 150 10.681 Flow (q) from Route 6 5Tr(1'), T(T) 8' 0.076280 154 10'-6 11.58 0.8740 52' 6 4.006 rM, © M.E.P.CAD, Inc. �111 AutoSPRINK 2020 v16.3.9.0 3 - 16'x16' SPACING 8/19/2021 12:41:12PM Page 7 Job Name: RANCHO SANTANA Remote Area Number: 3 - 16'x16' SPACING Date: 8/19/2021 Pipe Information Node 1 Elev 1 (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) when applicable, are added Fixed Pressure Losses, directly to (Pf) and shown as negatWaxalue- Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 154 10'-6 3/ (See 12'-4 150 14.687 T(T)Notes) 2Tr(1'), T(T) 8' 0.002552 156 10'-6 1.85 0.8740 20' 4 0.052 14.739 TotaI(Pt) Route 3 154 10'-6 3/4 (See Notes) 51'-3 150 14.687 • • • • • Route 4 Tr(1') E(4'), 3Tr(1'), 3T(3') 17' 0.055325 152 10'-6 9.74 0.8740 68' 3 3.775 18.462 Total(Pt) Route 4 168 10'-6 3/4 (See Notes) 140'-7 150 7.499 ..... Route 5 T(T) 5T(3'), 11Tr(1'), 3E(4') 41' 0.021997 158 10'-6 5.92 0.8740 181'-7 3.994 11.492 Total(Pt) Route 5 174 10'-6 9.24 3/ (See Notes) 23'-2 150 8.821 ••••• Route 6••••• Flow (q) from Route 1 2Tr(1') 2 0.073958 178 10'-6 11.39 0.8740 25' 2 1.860 10.681 TotaI(Pt) Route 6 �M, © M.E.P.CAD, Inc. �111 AutoSPRINK 2020 v16.3.9.0 3 - 16'x16' SPACING 8/19/2021 12:41:12PM Page 8 Job Name: RANCHO SANTANA Remote Area Number: 3 - 16'xl 6'SPACING Date: 8/19/2021 quivalent Pipe Lengths of Valves and Fittings (C=120 only) C 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 BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4 Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic 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 �M, © M.E.P.CAD, Inc. �111 AutoSPRINK 2020 v16.3.9.0 3 - 16'x16' SPACING 8/19/2021 12:41:12PM Page 9 Hydraulic Calculations for Project Name: RANCHO SANTANA Location: TRACT #31202, LA QUINTA, Drawing Name: LOT 28 PLAN 7 & 7X.cad Design Remote Area Number: Remote Area Location: Occupancy Classification Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: 4 - 16'x16' SPACING CASITA BEDROOM Residential 0.050gpm/ft2 512.00ft2 (Actual 181.76ft2) 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: 31.13 @ 67.128 Type of System: 13D Volume of Dry/PreAction/Antifreeze/OtherP N/A Name of Contractor:ON GUARD FIRE PROTECTION Address: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 Phone Number: 909-225-5065 Name of designer: TONY HARGROVE Authority Having Jurisdiction Notes: Automatic peaking results Left: N/A Right: 66.940 Calculation Date: 8/19/2021 Allowance at Source Hose (Safety Margin = 16.029) L@ M.E.P.CAD, Inc. �JJJAutoSPRINK 2020 v16.3.9.0 4 - 16'x16' SPA 8/19/202112:42:14PM Page 1 ANHydraulic Summary Job Number: 172035 Report Description: Residential (4 - 16'x16' SPACING) Job Job Number Design Engineer 172035 TONY HARGROVE State Certification/License Number Job Name: RANCHO SANTANA Address 1 TRACT #31202 AHJ Address 2 Job Site/Building LA QUINTA Drawing Name Address 3 LOT 28 PLAN 7 & 7X.cad System in Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 4.9 K-Factor 13.00 at 7.039 Residential Hose Allowance At Source Density Area of Application 0.00 0.050gpm/ft2 512.00ft2 (Actual 181.76ft2) Additional Hose Supplies Number Of Sprinklers Calculated Number Of No2Aes Calculate( Coverage Per Sprinkler Node Flow(apm) 2 0 256.00ft2 AutoPeakResults Pressure For Remote Area(s) Adjacent To Most Remote Area Hose At Node 500 5.00 Right: 66.940 Total Hose Streams 5.00 System Flow Demand Total Water Required (Including Hose Allowance) 31.13 31.13 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 12.84 between nodes 2 and 3 Maximum Velocity Under Ground 12.10 between nodes 3 and 4 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 697.02gal Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m (psi)(psi)@ m (psi)°� m(psi) (psi) 1 Water Supply 83.160 79.470 1300.00 83.156 31.13 67.128 16.029 Contractor Contractor Number 950378 Contact Name BOBBY TAVAKOLI Contact Title Name of Contractor: Phone Extension ON GUARD FIRE PROTECTION 909-225-5065 Address 1 6438 ARVILLE STREET FAX Address 2 LAS VEGAS, NV 89118 Address 3 E-mail Web -Site M, © M.E.P.CAD, Inc. > AutoSPRINK 2020 06.3.9.0 8/19/2021 12:41:54PM Page 1 Hydraulic Graph Job Name: RANCHO SANTANA N 1.85 Remote Area Number: 4 - 16'x16' SPACING Date: 8/19/2021 100 Water Supply Summary Sheet 90 Node: 1 vailable Supply Static Pressure 83.160 80 31.13 @ 83.156 1300.00 @ 79.470 70 31.13 @ 67.128 60 Q 50 a� 40 System demand curve 30 20 10 0 0250 500 750 1000 1250 1500 1750 2000 2250 2500 Flow - gpm &@ M.E.P.CAD, Inc. IN AutoSPRINK 2020 06.3.9.0 8/19/2021 12:42:16PM Page 2 �ffl Summary Of Outflowing Devices I Job Number: 172035 usoua I Report Description: Residential (4 - 16'x16' SPACING) Actual Flow Minimum Flow K-Factor Pressure Device m m K(psi) Sprinkler 401 13.00 13.00 4.9 7.039 Sprinkler 402 13.13 13.00 4.9 7.180 Hose 500 5.00 5.00 0 35.178 Most Demanding Sprinkler Data �M, © M.E.P.CAD, Inc. �1I1 AutoSPRINK 2020 v16.3.9.0 8/19/2021 12:42:19PM Page 3 Job Name: RANCHO SANTANA Remote Area Number: 4 - 16'x16' SPACING Date: 8/19/2021 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 83.160 79.470 1300.00 83.156 31.13 67.128 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -2'-6 Supply 67.128 31.13 401 10, Sprinkler 7.039 13.00 402 10, Sprinkler 7.180 13.13 500 1' 35.178 5.00 2 -2'-6 67.131 3 -2'-6 59.352 4 -2'-6 47.715 5 -2'-6 44.419 6 -2'-6 37.203 7 1'-6 Supply 34.933 150 10'-6 28.019 152 10'-6 26.094 154 10'-6 22.178 156 10'-6 22.619 158 10'-6 20.987 174 10'-6 20.169 176 10'-6 20.394 178 10'-6 19.630 180 10'-6 18.244 &@ M.E.P.CAD, Inc. 11 AutoSPRINK 2020 v16.3.5 8/19/2021 12:42:23PM Paqe 4 Job Name: RANCHO SANTANA Remote Area Number: 4 - 16'x16' SPACING Date: 8/19/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 182 1' 19.300 184 1' 15.681 186 10'-6 8.466 188 10'-6 7.492 190 10'-6 7.247 192 10'-6 7.489 194 10'-6 7.396 LM © M.E.P.CAD, Inc. AutoSPRINK 2020 v16.3.5 8/19/2021 12:42:23PM Paqe 5 Job Name: RANCHO SANTANA Remote Area Number: 4 - 16'x16' SPACING Date: 8/19/2021 Pipe Information Node 1 Elev 1 (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 Fitting (Foot) pf Friction Loss Per Unit (psi ) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 401 10, 4.9 13.00 3/ (See Notes) 6" 150 7.039 ••••• Route 1••••• Sprinkler, E(4') 4' 0.094407 -0.217 190 10'-6 13.00 0.8740 4'-6 0.425 190 10'-6 1 (See Notes) 3' 150 7.247 T(5') 5' 0.030666 188 10'-6 13.00 1.1010 8 0.245 188 10'-6 0.83 1 (See Notes) 18'-4 150 7.492 Flow (q) from Route 9 2T(5') 10' 0.034402 186 10'-6 13.83 1.1010 28'-4 0 974 186 10'-6 12.30 1 (See Notes) 17'-9 150 8.466 Flow (q) from Route 2 T(5'), E(5') 10, 0.111574 4.119 184 1' 26.13 1.1010 27'-9 3.096 184 1' 1'/4 (See Notes) 52'-6 120 15.681 4E(3') 12' 0.056123 182 1' 26.13 1.3800 64'-6 3.619 182 1' 1 (See Notes) 17'-5 150 19.300 E(5'), T(5') 10, 0.111574 -4.119 180 10'-6 26.13 1.1010 27'-5 3.063 180 10'-6 3/4 (See Notes) 26' 150 18.244 3Tr(1') 3' 0.135590 154 10'-6 15.81 0.8740 29' 3.934 154 10' 6 3/ (See 12'-4 150 22.178 T(T)Notes) 2Tr(1'), T(T) 8' 0.021726 156 10'-6 5.88 0.8740 20' 4 0.441 156 10'-6 10.32 3/4 (See Notes) 22'-6 150 22.619 Flow (q) from Route 3 2Tr(1') 2' 0.141771 152 10'-6 16.20 0.8740 24' 6 3.475 152 10'-6 9.93 1 (See Notes) T-3 150 26.094 Flow (q) from Route 4 2E(5') 10' 0.111574 150 10'-6 26.13 1.1010 17'-3 1924 150 10'-6 1 (See Notes) 9' 150 28.019 -0.000), 2Tr(1'), sCV(5'), 2E(5 cplg(1'), BASE OF RISER 18' 0.111574 3.902 7 1'-6 26.13 1.1010 27' 3.012 1), �M, © M.E.P.CAD, Inc. �111 AutoSPRINK 2020 v16.3.9.0 4 - 16'x16' SPACING 8/19/2021 12:42:26PM Page 6 Job Name: RANCHO SANTANA Remote Area Number: 4 - 16'x16' SPACING Date: 8/19/2021 Pipe Information Node 1 Elev 1 (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 Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 7 1'-6 1'/47] 6" 150 34.933 0.056740 0.217 500 1' 26.13 1.2650 6" 0.028 500 1' 5.00 1'/4 (See Notes) T-6 150 35.178 E(T) 3' 0.078444 1.517 6 -2'-6 31.13 1.2650 6'-6 0.507 6 -2'-6 1'/4 (See Notes) 90, 120 37.203 E(T) 3' 0.077592 5 -2'-6 31.13 1.3800 93 7.216 5 -2'-6 1'/2 90, 120 44.419 0.036625 4 -2'-6 31.13 1.6100 90' 3.296 4 -2'-6 1 (See Notes) 1'-2 150 47.715 CV(8'-1), WMV(-9.538) 8'-1 0.218533 3 -2'-6 31.13 1.0250 9-3 11.637 3 -2'-6 1 (See Notes) 20' 150 59.352 AngV(-2.500), BaIV(-0.080), cplg(7") 7" 0.252548 2 -2'-6 31.13 0.9950 20' 7 7.778 2 -2'-6 8 (See Notes) 250' 150 67.131 E(27'-2), 2T(52'-10), GV(6'), 166' 0.000010 -0.007 1 -2'-6 31.13 7.9800 416' 0.004 0.00 67.128 Hose Allowance At Source TotaI(Pt) Route 1 1 31.13 402 10, 4.9 13.13 3/4 (See Notes) 6" 150 7.180 ..... Route 2 ..... Sprinkler, E(4') 4' 0.096156 -0.217 194 10'-6 13.13 0.8740 4'-6 0.433 194 10'-6 1 3' 150 7.396 0.031234 192 10'-6 13.13 1.1010 3' 0.094 192 10'-6 1 (See Notes) 26'-4 150 7.489 Tr(1' ) 3Tr(1'), E(5') 9' 0.027665 186 10'-6 12.30 1.1010 35-4 0.977 rM, © M.E.P.CAD, Inc. �111 AutoSPRINK 2020 v16.3.9.0 4 - 16'x16' SPACING 8/19/2021 12:42:26PM Page 7 Job Name: RANCHO SANTANA Remote Area Number: 4 - 16'x16' SPACING Date: 8/19/2021 Pipe Information Node 1 Elev 1 (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) when applicable, are added Fixed Pressure Losses, directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 8.466 I TotaI(Pt) Route 2 176 10'-6 4.83 + 3.05 3/4 (See Notes) 9'-10 150 20.394 ..... Route 3 Flow (q) from Route 5 and 6 3Tr(1'), T(T) 6' 0.037401 158 10'-6 7.88 0.8740 15'-10 0.592 158 10' 6 2.44 3/4 (See Notes) 22'-6 150 20.987 Flow (q) from Route 8 Tr(1'), T(T) 4' 0.061588 156 10'-6 10.32 0.8740 26' 6 1.633 22.619 Total(Pt) Route 3 154 10'-6 3/4 (See Notes) 51'-3 150 22.178 ..... Route 4 Tr(1') E(4'), 3Tr(1'), 3T(3') 17' 0.057398 152 10'-6 9.93 0.8740 68 3 3.916 26.094 Total(Pt) Route 4 178 10'-6 10.32 3/ (See Notes) 34'-6 150 19.630 • • • • • Route 5 T(3'), Flow (q) from Route 7 4T(3'), Tr(1') 16' 0.015140 176 10'-6 4.83 0.8740 50'-6 0.764 20.394 TotaI(Pt) Route 5 178 10'-6 10.32 3/4 (See Notes) 23'-2 150 19.630 ..... Route 6 Tr(1'), Flow (q) from Route 7 Tr(1'), T(T) 5' 0.019135 174 10'-6 5.49 0.8740 28' 2 0.539 174 10'-6 3/4 (See Notes) 23' 150 20.169 4Tr(1'), 2E(4') 12' 0.006448 176 10'-6 3.05 0.8740 35 0.226 20.394 TotaI(Pt) Route 6 180 10'-6 15.81 3/4 (See Notes) 18'-6 150 18.244 • • • • • Route 7 Flow (q) from Route 1 T(3'), Tr(1') 4' 0.061588 178 10'-6 10.32 0.8740 22' 6 1.386 19.630 TotaI(Pt) Route 7 174 10'-6 3.05 3/4 (See Notes) 149'-7 150 20.169 • .... Route 8 Flow (q) from Route 6 12Tr(1'), 6T(3'), 3E(4') 42' 0.004271 158 10'-6 2.44 0.8740 191'-7 0.818 20.987 Total(Pt) Route 8 rM, © M.E.P.CAD, Inc. �111 AutoSPRINK 2020 v16.3.9.0 4 - 16'x16' SPACING 8/19/2021 12:42:26PM Page 8 Job Name: RANCHO SANTANA Remote Area Number: 4 - 16'x16' SPACING Date: 8/19/2021 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (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 (Pf) and shown as 192 10'-6 1 (See 8' 150 7.489 • • • • • Route 9 • Notes) T(5') 6' 188 10'-6 0.83 1.1010 0.000190 Tr(1') 14 0.003 7.492 TotaI(Pt) Route 9 �M, © M.E.P.CAD, Inc. �111 AutoSPRINK 2020 v16.3.9.0 4 - 16'x16' SPACING 8/19/2021 12:42:26PM Page 9 Job Name: RANCHO SANTANA Remote Area Number: 4 - 16'xl 6'SPACING Date: 8/19/2021 quivalent Pipe Lengths of Valves and Fittings (C=120 only) C 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 BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4 Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic 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 �M, © M.E.P.CAD, Inc. �111 AutoSPRINK 2020 v16.3.9.0 4 - 16'x16' SPACING 8/19/2021 12:42:26PM Page 10 Z Domestic Water System Flow Analysis Coachella Valley Water District 75515 Hovley Lane East Palm Desert, CA 92211 Domestic Water System Flow Analysis (Hydraulic Model) Requested By: ON GUARD FIRE PROTECTION Date: 12/20/19 Address: 11800 STERLING AVE. SUITE L RIVERSIDE, CA 92503 APN: 779-400-028,-029,-044,-045 Req. Fire Flow: 1000gpm at 20psi fort hours. Contact Name: VIVIANA HERNANDEZ Project Name: RANCHO SANTANA Phone: 714-658-7712 Email: VIVIANA@ONGUARDFP.COM Cell: 714-658-7712 Domestic Water System Flow Analysis Location: FIRE FLOW ANALYSIS -HYDRANT CLOSEST TO LOTS 28,29,44 AND 45 ON SEABISCUIT WAY, RANCHO SANTANA, LA QUINTA, GEO 6-7-10-1, PZ 19-10673 Flow Analysis Description Model Information ' ' ' Requested • Test 1 Test 2 Test 3 Test 4 Flow Domestic Elevation (Ft): -14 None system flow available without exceeding Stead State, Dynamic y y {psi): 83.16 Residual Pressure (psi): si : 79.47 Fire Flow Tested (gpm): 1,300 N/A CVWD's Combined Total: N/A criteria. Tested Model Junction: J2636 Duration: 2 hours Demand Conditions: Peak Day Demand (PDD) Reservoir No./Level (s): Reservoir 6726/27.43' Pumps Operating No's: Pumps On Pressure Zone and HGL: Lake Cahuilla (1451) Model: Working 5-9-19-CVWD-DomesticWater 012616 Comments: The domestic water system is capable of providing 1,300 gpm for 2 hours that satisfies CVWD's minimum pressure, velocity, and/or head loss criteria. This simulated system flow analysis may not include all facilities that may be required for this development/project. Please check with Development Services for further information on all required facilities. The theoretical flow to drop the residual pressure to 20 psi is greater than 5,000 gpm. Please note the theoretical flow exceeds CVWD's design criteria on the domestic water network. These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to supply water to the project at the flows or pressures indicated. It is important to note that the capacity of the on -site fire system, meters, service lines, backflow assemblies and other appurtenances were not considered in this analysis, which may alter actual flows or pressures. Due to continuous changes in the system, CVWD only considers this system flow analysis valid for six months from date of modelling/analysis. These system flow analysis comments are for plan check purposes only. The ultimate design responsibility resides with the Engineer -of -Record for this Project. Should you have any questions or need additional information, please contact me at (760) 398-2661, ext. 2397. Completed By: L ? Date: / Page 1 of 1 ENG DS-016 ,NAT$� (8/31/15) r-. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ » _ — _ _ _ — _ 1 I I 6-7_3_q I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 E I I E E f I I I N I o I i I � I m I I I I I I I I I I I I I I I I I I I I I I I ] I I I I I I I I I I I " ' .- Y 0 100 200 400 600 e00 t_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ W — I I l f I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I n IF � !u 1 I I 1 i E I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I Description 5/8" (DN 15mm), 3/4" (DN 20mm) and 1" (DN 251mm) Sizes With no moving parts, the Sensus iPERL water management system is based on innovative electromagnetic flow 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. Features 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 flows 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 flowtube with externally -threaded spud wvwi-+ri.M ,g neasure Flow direction and empty pipe indicator ends. Embedded in the flowtube are magnetic flow 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 flow 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 flow indicators. Electronic Register LCD Display TAMPERPROOF FEATURES The integrated construction of the iPERL system prevents removal of the register to obtain free water. The magnetic tamper and low field alarms will both indicate any attempt to tamper with the magnetic field of the iPERL system. AMR / AMI SYSTEMS iPERL systems are compatible with current Sensus AMR/AMI systems. sEnsus Magne Flow Senso DIMENSIONS AND NET WEIGHTS SPECIFICATIONS Measurement of potable and reclaim water. Operating temperature range of 33 OF (0.56 °C) -150 °F (65.6 °C) • . 5/8" (DIN 15mm) size: 0.11 to 25 gpm (0.02 to 5.7 m3/hr) • 3/4" (DIN 20mm) size: 0.11 to 35 gpm (0.02 to 8.0 m3/hr) 1" (DIN 25mm) size: 0.4 to 55 gpm (0.09 to 12.5 m3/hr) • • 5/8" (DIN 15mm) size: 0.03 gpm (0.007 m3h) • 3/4" (DIN 20mm) size: 0.03 gpm (0.007 m31h) 1" (DIN 25mm) size: 0.11 gpm (0.025 m31h) 5/8" (DIN 15mm) size: 4 psi at 15 gpm (0.3 bar at 3.4 m3h) • 3/4" (DIN 20mm) size: 2 psi at 15 gpm (0.1 bar at 3.4 m3h) 1" (DIN 25mm) size: 2 psi at 25 gpm (0.1 bar at 5.7 m3h) • ' 200 psi (13.8 bar) Solid state electromagnetic flow Hermetically sealed, 9-digit programmable electronic register AMR/AMI compatible PERIL system register programmable using the UniPro programming package External housing —Thermal plastic Flowtube — Polyphenylene sulfide alloy Electrode — Silver/silver chloride Register cover — Tempered glass ALARM Alarm Duration — 90 days DEFAULTS Leak Duration — 24 hours Datalog Interval-1 hour Alarm Mask —AII alarms reported History Mask —AII event types reported sEnsus DS-W-I PL-00-00-0110-04-A Page 3 of 3 tqCD Fire &Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 BlazeMaster ° CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet 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 the standards of any authorities having 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 Da to 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 rapid response" HOME FIRE SPRINKLER SYSTEM BlazeMaster) is a registered trademark of The Lubrizol Corporation Page 1 of 2 JUNE, 2008 TFP1915 Page 2 of 2 TFP1915 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- stalling contractor or product manufac- turer should be contacted relative to any questions. Automatic sprinkler systems should be 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 and advise those responsible for moni- 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 have been subject to misuse, 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 any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for 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, special or consequential dam- 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. The foreaoina warrantv is made in lieu press or implied, including warranties of merchantability and fitness for a par- 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. © 2008 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 data One Hole Strap for CPVC FmNes support w CP cw porwmiianer "p w Poo In fire WIhJdv mmN InsWIW per NFPA 13 13R end 13U, •Faslened MM a Hm "Haz llea] SCRw, %tOz1�12`. euFplied MN Ne sUap. •Pregalmtw fiM 4L He VIM.EX666T v1s�jl e 1 +� a 9P/CINJ 10. FIN rti.OpypeaawnnMm...atlp KM 11 ,mW.�a peYY FdNs +�o-e. r w�.tllr. mww. we.uae.e...w. �r.we M o.w iaa.w :o-w..eeo- „wm a m mNa:•sw x+ccp....p.a+...a w...r. rm •o- m`.�r..®��a .'rnw'.ol�w�w w'�a �°,i o.�'.m,eo�..r �rea:m�w.a rm.w ad, P=ero,�° FOR MORE INFORMATION CALL ARGCO AT 1-600854-1015 OR LOG ONTO WWW.ARGCO.COM AR CO 0UAAA""° CPVC TWO HOLE STRAP So HEX ..n I e SCREWS e. ... .. .... Wlnn�w emmwuevu+ 4e' Mx - HEx DaNS } ELm � 1, SNAPC OGIGS Iwo HANGER 2 WUW HANGER UNOFRSOE OF BFNA WRN SGREWB PRONOEO 3. MAY ALSO BE USED ON TOP SME OF 6 v r�lN pmi WnN YMsveOFm�faee6�s bwnve W/..VIICO stlayvu vnv� YFFya m�mrmalxY �w vWY mleeMm nuwq W poLd pmeme Nv+wlnYveailW°vMp.Y mevnYel M YM wM1mVmiMxy�u mxm�w wW e0eq sMG�wgv^m grey N�tlneetiwbl ONe[NTP mvJ vJ PW�YF 1e xNivtl w durydava�emme FOR MORE INFORMATION CALL ARGCO AT 1400-B541015 OR LOG ONTO W W W.ARGCO.COM so ARGCO f,. CPVC Two -Hale 900 Side Mount Strap .TIP 0I 0=I "I ..aeI -Geleanaea "Ne.1uyprrea vM I"Mx wM II5 49 FIIe VIXH.EX6561 VACC Ol91n 1, 9nM CWC Oka f� mW hanger. DmgM Mk Oke F rMv. 3. Maunl aanderptla LCeam viN ways YaMaa1 3. Mew elm Ee uwawNe U=: ol0eem. C, Mp aI byltlyb wafsW. Ee SUM Net OW Mn slltle "my V oUPPa 5am)[2y. MaY Ce im0 as a9uNe in Ne Wa'aa Cautwe WEwqriM m msVea uyaaE mayanam d qae. fiiaGiiih7�m r. oldIII ` la,,e "P, My oe.m,.a.. w"�:UVm a w�wrel eoO May le PIeth Mg If I" jr plaagh, FOR MORE INFORMATION CALL ARGCO AT 1-600 1$el()15 OR LOG ONTO WWW.ARGCO.COM ARGCO 4eA'MITEED STAND—OFF TWO HOLE STRAP NO BLOCK FOR CPVC -For mounting I C pipe to wood -Flared edges help protect CPVC •Gdvudzed stud Supplied with k10 hex head cap screws •Complks with the state: load requtremmn of NFPA® 13 • Suicabk for fire protection Inveiglement; • Eliminates spacers or backup blocks • FVY Insdkdon c@ae File VIXH.EXM7 oedlTled w mount Mc lepv NrkonlalN a veneanv m wood ar wmwalle wom d+a wpn a namenam 3ra hpldmess. Frgtlea yrjoVh el rasoeint and premi up nmwmeN d me pups Mu eupptws pendent fire spri Odow wrteg. Mepn wn musedasaothe on Mi Tn Co11wne top he TM &I' we ¢dy wn to ueeo ffi a fmlRvler In NB top p%tlbrt mail on: Per NWA 13.13F and 130 (See e14c110G) Sww b/ppa hype. into no; woodtcrrrela or steel. Snap Doer pup plmrsplme drop Idct abydrq pupe b stifle. rwoae$- v4 wrcin roe wm�...w Pwm rrurcmaw Pea�woae ma•*p yNr'ppa.1/f I.IT Ye asay. ro wi eleela4'orcaVCRp-t.-tFlt"'m S Cg9x Fn. n Fa e000 att�a tq DOUBLE OFFSET CPVC HANGER -For moundn C c pipe to wood •Flared copes help proms C C •GWl 000d sad consuvctlon -supplied wish NI8 hex Mad cap $mmd •Complk wl J svdc load re iramenm of NWAe 13 • S IaMe for fire prececdcn Ins ladoro • For I mll • 6ry im'Isalhtbn Lmypd pn tCWC pipe M�wt yofv rn ly to woo0 W eem( IBN W" MN a MnumM w ffiMe. Opal eop 81"I me Ion. Pw 131VM 130. Im1w, Opel. Imlell Mo or , o cna SIWee weo CGVL ppe. t' Sae: pem YY5Ynt8f-t SUBMITTAL INFORMATION Angle Ball Meter Valves - (BA43-444W-Q-NL style) QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) INLET BY METER SWIVEL NUT OUTLET Solid one piece tee -head and stem are encored and protected Sturdy stops allow motion and .. A snap ring locks the stem into the body / . / of the valve Padlock Wing for locking valve Bronze Snap Ring in dosed position ,Meter Swivel Nu[ Dual EPDM 0-rings in the stem` Meter Coupling Threads -� Fluorocarbon -coated brass ball--- — Outlet Molded EPDM rubber seats with reinforcing ring support the ball Height External Nut Stop Quick Joint Nut Molded Buna-N Spring Tip Gasket provides Hydraulic Seal Stainless steel Gripper —>� Inlet 1 — Length VALVE SIZE$� SERVICE LINE METER SIZE LENGTH HEIGHT APPROX. PART V SUBMITTED INLET OUTLET Wt. Las NUMBER ITEMIM Note: Ford recommends using insert stiffeners with plastic pipe or tubing. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters "NL" cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM 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 to AWWA C700 for Meter threads • Meter nut drilled for seal wire Note: Recommended for inlet side shut-off. Optional full 3600 tee -head rotation. Add "R" to end of part number. I ne Vora Meter nox company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. ®The Ford Meter Box Company, Inc. Submitted By: III P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone:260-563-3171 / Fax:800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 05/16/14 Pressure Loss Chart BA43m444W=Q 10.00 OWN% a ' 0 � 1.00 L N N L a 0.10 10 100 Flow (gpm) SUBMITTAL INFORMATION '°' Ball Valve Curb Stop - (B11-444W-HT-34-NL style) 1 �"F°i FEMALE IRON PIPE THREAD INLET BY FEMALE IRON PIPE THREAD OUTLET, WITH HANDLE Solid one piece tee -head/ handle and stem A snap ring locks the stem into the Sturdy stops allow 90' motion and are body of the valve enclosed and protected Molded EPDM rubber seats EPDM O-rings in the stem support the ball Female Iron Pipe Thread, ` l ////�//q . 7 Inlet Outlet Female Iron Pipe Thread Length Fluorocarbon -coated brass ball VALVE SIZE I INLET SIZE I OUTLET SQE I LENGTH I APPROX_ I ..PART_ I ✓ SUBMITTED • All brass that comes in contact with potable water conforms to AWWA Standard C800 (UNS NO C89833) • The product has the letters "NU cast into the main body for proper identification • 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 B-584, 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 considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. ®The Ford Meter Box Company, Inc. Submitted By: (r P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone:260-563-3171 / Fax:800-826-3487 I Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 03/07/13 The Ford Meter Box Company, Inc. 11 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 A A A � V 0.2 r,'s as 0.1 m CL 010 +Xtl Flow Test Results 10 20 30 40 50 Flow Rate - COPRA ■ BOTTOM LOAD MULTI -JET METERS 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 0 ■ BOTTOM LOAD MULTI -JET METERS 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 overtime. 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. Flow Rating (gpm) 20 30 30 30 50 Continuous Flow (gpm) ` 15 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 3/4 Maximum Working Pressure (psi) 150 150 150 150 150 Maximum Working Temperature (F) �011 120 120 120 120 120 Length (A below) 7-1/2" 7-1/2" 9" 9" 30-3/4" Width (B below 3-5/8" 3-5/8" 3-5/8" 3-5/8" 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" Weight (Ibs) 3.95 4.0 4.1 4.6 5.25 Packed To Carton 6 6 6 4 Carton Weight (Ibs) 25.1 25.4 26 19.8 22.4 Accuracy and Head Loss Chart 103.0 0 [101.5% 100% a z 98.5% 97.0% ACCURACY% NEEMEMEN 7 01111111111. 0 5 10 15 20 25 30 35 40 45 50 -10 P.S.I. -9 -a _7 -6 -5 _4 -3 _2 1 0 A B F ) V.062118_f mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm Master Meter // 101 Regency Parkway // Mansfield, TX 76063 // www.mastermeter.com rage . r or d 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 1313; 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/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 AWWXs 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 forguidance 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.U085166 Date . JuU08/2019 TECHNICAL DATA Approvals: .UL., Listed, NSF-61-G Sprinkler Identification Number (SIN): SS8464 Maximum Working Pressure: 175psi (12.1bar) Discharge Coefficient (Nominal K-Factor): K=4.9 GPM/psl... (70.6 LPM/bar11') 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 205°F (96'C) Sprinkler with 162°F (72°C) Cover Plate Color Code (Sprinkler) 162°F (72°C): Uncolored 175°F (79'C): White 205°F (96°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 Page : 2 of 8 z-Infi' (05smm) 51rrNIR{ Lo Na Y. al Maruhotuee 8 K-1 : /M 1 Ki�eb Kl8 Is Tn,penwn Rwirq: 162 F/72C III In F/79 C UL M.rt o MF/SSC Cantml No. SP37 -NSF II,rl, : RSF-61-G RES SPKR 1, Body Co;,W Alk y) 1 Oe6ecta(PI,I,,ii& '.) 2-6/6'(065mm) OWat(PTFE) . Fu,�Meu I(Seldr) er 11/4- (06]mm7 5 RM Cellector(C.p ) 6S Cw.r PIN% M..mblr FIGURE 1. Model RC-RES K=1.9 se sse. K-b,mr K.49 Color CeG Tmcwau.a R.IN. F/72C In a I76F/7YC uL w.e w 206F/9e c 0 0 I q 0 0 COVER PLATE SPRINKLER (Tap'.N) .13.11— mw) 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) FIGURE 2. OPERATION PROCESS (Fhe ficlure is for illustrative purposes only2 Document No.U085166 Date : JuW812019 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 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 coverp/ate, 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 rrrmly 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 Classfication 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) r� Intermediate 175°F (79-C) 150-F (66-C) 162-F (72-C) Intermediate 205°F (96-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- (1) 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. (2) Sprinkler system piping with Copper. Sprinkler systems should be constructed in compliance with the applicable standards and the requirements for copper piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13. ASTM B813, B828, and CDA (Copper Development Association) — Solder Joint) All residual flux must be removed from the interior and exterior of the copper piping by thoroughly flushing before installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and/or leakage in the sprinkler system. Document No.U085166 Date : JUWWO19 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 0.1GPM/sq.ft. [4.07LPMIsq.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 8 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 Intermediate Maximum Maximum Temperature Rating Temperature Rating Temperature Rating Deflector Minimum Covere a Spacing 162T (72'C) 175°F p9°C) 205°F (96'C) Installation Spadng Areat'� Ft. to Type Ft. Flow(b) Pressure"' Flov?l Pressure"' Flow(b) Pressure°1 FL x FL (m xm) (in) GPM PSI GPM PSI GPM PSI Ceiling ml (LPM) (bar) (LPM) (bar) (LPM) (bar) 1202 12 13 7.0 13 7.0 13 7.0 Smooth (3.74.7) (3.7) (49.2) (0.48) (49.2) (0.48) (49.2) (0.48) Ceilings 3181018 1404 14 13 7.0 13 7.0 13 7.0 Inches. (4.30.3) (4.3) (49.2) (0.48) (49.2) (0.48) (49.2) (0.48) Beamed Ceilings 16xl6 16 13 7.0 - - 13 7.0 per NFPA 13D, 13R Coned 8 (4.90.9) (4.9) (49.2) (0.48) (49.2) (0.48) or 13 (2.4) Installed in 18xl8 18 17 12.0 17 12.0 beam (5.5x5.5) (5.5) (64.4) (0.83) - - (64.4) (0.83) in8ho718 nches below 20x20 20 21 18.4 21F(l.]27) bottom of (6.1 z60 (6.1) (79.5) (1.27) - - (79.5) beam. (a) For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the Next Higher Coverage Area listed. (b) 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. Swinkler 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. TABLEA) Document No.U085166 Date . JolIO812019 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 f -lbs (9.5 to 19.0 N•m) to achieve a 112 inch NPTsprinklerjoint. 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 1 The installation requirements for the sprinkler are as followsto 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 160mm) 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 lightening 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. CORRECT INCORnECT FIGURE 3. INSTALLATION or. mR Rot�cWa ii . N" Ntoliet Document No.U085166 Date : Jul/08/2019 Page : 6 of 8 Hoak w wrad w t r Cw Ramos RC a anemm sew I Stop t slw s FIGURE 5. PROTECTIVE CAP REMOVAL Cery RW Aaaemtly S-5/B"(m0&nm7 > 3-1/4' f 0s7nw7 a 1-sIB'aava (Ommml IRCORRECT CORRECT INCOR(ECT Document No. U085166 Date : Jul/082019 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 of40°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 seat 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 rire 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 TABLEA "Hydraulic Design Criteria"). When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, First verify that the new construction will not violate the installation requirements of the applicable standards of NFPA. Alter the new construction and/or the sprinkler system to suit the requirements of this document and the applicable NFPA regulations. The owner is responsible for the maintenance of the sprinkler system, including inspection and testing of its compliance with this document, as well as the standards of the National Fire Protection Association (e.g., NFPA 25), and the regulations of any other authorities having jurisdiction. The owner should direct any questions regarding the above rules and regulations to the installing contractors or the sprinkler manufacturer. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with NFPA 25. Limited Warranty For details of warranty, refer to Sales Contract. Document No.UO85166 Date . JuW812019 Page . 8 of 8 ORDER PROCEDURE When placing an orderplease 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) or 205-F (91 Cover Plate Assembly 2-5/8 inch (068mm) or 3-1/4 inch (083mm) 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 While Ivory Beige I Brown Black Nickel Copper Wood Grain Custom Color Custom Pattern 2-5/8" Round, 140'F 0 0 - - - - - - 0 0 3-1/4" Round, 140'F o 0 0 0 0 0 0 0 0 0 2-5/8" Square, 140'F 0 - - - - - - 0 0 2-5/8" Round, 162'17 o - - - - - - - o c 3-1/4" Round, 162'F 0 - - - - - - - o 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.U085166 Date . Jul/08/2019 FOR CPVC PIPE (E)POTTER VSRSG VANE TYPE WATERFLOW ALARM The Symbol of Protection SWITCH WITH RETARD AND GLUE -IN UNION WARNING Installation must be perfomed 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 injury or death could result. The Model VSR-SG is a vane type waterflow switch for use on wet sprinkler systems using CPVC plastic fittings 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 confined 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 flow of 10 gallons per minute (38 liters per minute) or more occurs downstream of the device. The flow 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 fitting which changes the direction of the waterflow. The unit has a 1" male fitting for gluing into a CPVC plastic TEE. Loosen the union nut and separate the V male fitting from the VSR-SG. Glue the V 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. 1.) 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 and Fig. 5 for instructions 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 finish 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 Specifications: • 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 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 waterflow as shown in Fig. 2. A CAUTION Do not over -tighten the union nut, hand tighten only. 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 flow 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 PRINTED IN USA MFG. #5401205 - REV E PAGE 1 OF 3 5/08 FOR CPVC PIPE CP� POTTER VANE TYP WSTRERSFLLOWALARM The Symbol of Protection SWITCH WITH RETARD AND GLUE -IN UNION Fig. 1 9.. (MINIMUM CLEARANCE REQUIRED FOR 1" MALE FITTING INSTALLATION OR MUST BOTTOM OUT REMOVAL OF DEVICE) r ON STOP NO BUSHINGS, L� INSERTS OR DWG. #1062-1 ADAPTERS ARE PERMITTED Glue the 1 " male fitting 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 fitting. Fig. 4 Typical Electrical Connections Fig. 2 Retard Adjustment The delay canbe 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. Fig. 3 DIRECTION OF WAATTER^FLOOW VVV o tDWG. (t1063-3 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. 5 Grinnell TEE TEE's manufactured prior to 5/99 CCI� TEE's manufactured after 5/99 DWG, Al D62-4 Notice: As of 5/99 Grinnell has changed the design of their TEE fittings. The new fittings will require the use of the standard paddle, while you will still be required to use the paddle marked Grinnell on all fittings manufactured prior to this date. Failure to install the correct paddle could cause the device to malfunction or operate improperly. Optional Cover Tamper Svl Do not leave cover o((for extended period RETARD ADJUSTMENT KNOB A CAUTION / Insure that 0-ring is in MOUNT SO ARROW 0-ring groove before installing ON BASE POINTS IN DIRECTION OF switch. WATERFLOW 1" MALE FITTING ON ALL SIZES RUN OF THE TEE Flowing water activates MAYBE I", 11/4", device in one direction only. 1 1/2", OR 2" NEGATIVE DC OR NEUTRAL ISITIVE DC tHOTAC 'LOW ZONE ?PANEL DWG# 1205-IA Cover Tamper Switch (Shown with cover in place) n C N.O. N.C. (WHT) (RED) (BLK) o 881ootea Fig. 6 Switch Terminal Connections Clamping Plate Terminal colllil�o Plod Owcn 923, oc� VIT1,11 Sol 1 I I 1 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. A CAUTION Waterflow 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. Waterflow switches used forthis application may result in unintended discharges caused by surges, trapped air, or short retard times. PRINTED IN USA MFG. 45401205 - REV E PAGE 2 OF 3 5/08 FOR CPVC PIPE PPOTTER VANE TIT WATRERSFLLOW ALARM ® The Symbol of Protection SWITCH WITH RETARD AND GLUE -IN UNION Fig. 7 Break out thin section of cover when wiring both switches from one enndnit 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 flow detection device on the system, application of the VSR-SG is not recommended or advisable. A minimum flow 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 waterflow 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 number 1029030. There is no maintenance required, only periodic testing and inspection. Important Notice Please advise the person responsible for testing of the fire 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 waterflow 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 fitting. • Gently lift the unit far enough to get your fingers under it. With your fingers, roll the vane so it will fit through the fitting while continuing to lift the waterflow detector. • Lift detector clear of pipe. PRINTED IN USA MFG. #5401205 - REV E PAGE 3 OF 3 5/08 Page 1 of 7 ® ATTIC UPRIGHT SPECIFIC APPLICATION 4 I Ki 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 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 O cULus Listed: Category VNIV C US Refer to the Approval Chart on page 3. 3. TECHNICAL DATA Attic Upright Sprinkler VK696 Viking Technical Data may be found on The Viking Corporation's Web site at http://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-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-Cl1000 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 Form No. F_042815 16.01.28 Rev 16.1 Replaces Form F_042815 Rev. 15.2 (Revised Fig3) Page 2 of 7 ® ATTIC UPRIGHT SPECIFIC APPLICATION 4 I Ki 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 4. INSTALLATION Refer to appropriate NFPA Installation Standards. NOTE: Precedence for allowing 4.21K 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 Sprinkler Nominal Maximum Ambient Classification Temperature Rating' Bulb Color Ceiling Temperature' Intermediate 200 °F (93.3 °C) 150 °F (65°C) Green Sprinkler Finishes: Brass, ENT Footnotes 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. Protective Sprinkler Cap Wrench Flat 10996 m Figure 1: Standard Sprinkler Wrench 10896W/B T_ �1-1/4" (32 mm) I 2-1 /4" (57 mm) 7/16" (12 mm) J 1/2" (15 mm) Nominal Pipe Engagement NPT (Dimensions are approximate) Form No. F_042815 16.01.28 Rev 16.1 Page 3 of 7 ® ATTIC UPRIGHT SPECIFIC APPLICATION 4 I Ki 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 APPROVAL CHARTTemperature KEY Attic Upright Specific Application Sprinkler VK696 -+ Finish AIX F Escutcheon (if applicable)II For Combustible and Non -Combustible Sloped Attic Spac Part Maximum Thread Size Nominal K-Factor Overall Length g Listings and A rovals3 g pp SIN Number' Pressure NPT BSP U.S. metric' Inches mm cULus° FM LPCB C E 19538 VK696 1 175 psi 1/2" 15 mm 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' Also refer to Viking's current price schedule. ' 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. ^ Listed by Underwriters Laboratories Inc. for use in the United States and Canada. ' cULus Listed as corrosion resistant. DESIGN CRITERIA - UL (Also refer to Approval Chart 1) 771%Wan,Flow, Pressure and Slope for Specific Application Sprinkler Protecting Attics Sprinkler Thread Size Nominal Allowable Roof Minimum Minimum Dry Pipe System Base Part SIN K-Factor Span' Flow Pressure Pitch' Maximum Water Delivery Time Number NPT BSP U.S. metric Ft. (M) GPM LPM PSI BAR (in seconds) Minimum 7 psi (0,48 Bar) 4:12 to econds 19538 VK696 1/2" 15 mm 4.2 57 10 (3,1) x 12 (3,6) Minimum 0.10 gpm/ft' 12:12tem F(AlSizes) (4,1 mm/min.) Design Density 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). 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 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. Form No. F_042815 16.01.28 Rev 16.1 Page 4 of 7 ® ATTIC UPRIGHT Ki 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 ADDITIONAL DESIGN CRITERIA - UL Chart 2 (Also refer to DESIGN CRITERA Chart 1) Allowable roof scan. flow. pressure and slope for attic protection usina 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: T-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 T-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 ® ATTIC UPRIGHT SPECIFIC APPLICATION SPRINKLER VK696 -N41KJ 0 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 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. ti.}{F• iF.4I.. • . ii h. ..'4f itiKn• %.:. {:.�i I.i�.•+�i ialh• •hl Form No. F_042815 16.01.28 Rev 16.1 Page 6 of 7 ® ATTIC UPRIGHT SPECIFIC APPLICATION 4 I Ki 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 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. Region 1: Region 2: Region 3: Attic Upright Sprinklers V-BB Sprinklers shown Attic Upright Sprinklers Spacing must a ' ' be staggered S ;; for additional •i •i ' ' •i • rows co � 15' (4,6 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.OK 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, 8.01K 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 Maximum4'(1,22 m) V-BB Minimum L 10' (3,05 m) V-BB Coverage Maximum Attic Upright Coverage Figure 4: Model V-BB 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' (1,83 m) Maximum 6' (1,83 m) Maximum / 4' (1,22 m) Minimum V-SD 110' (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 ® ATTIC UPRIGHT SPECIFIC APPLICATION SPRINKLER VK696 -N41KJ 0 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 Refer to Figure 6 below. Requirements: X >_ 3Y or 3Z, X <_ 24" (610 mm); Use the larger dimension Y or Z. ELEVATION VIEW X Y, f Z TABLEATTIC UPRIGHT OBSTRUCTION CRITERIA Horizontal Distance (X) Minimum Vertical Distance Below Deflector (W) 56" 3" (5152 mm) (77 mm) >6" - 9„ 4„ (>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) PLAN VIEW YI Z X Form No. F_042815 16.01.28 Rev 16.1 Replaces Form F_042815 Rev. 15.2 (Revised Fig3) CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org March 30, 2022 On Guard Fire Protection 6438 Arville Street Las Vegas, NV 89118 Re: Residential Fire Sprinkler Plan Review — RANCHO SANTANA — LOT 30 FSS2022-0087 / 81910 MOUNTAIN SPUR DRIVE, 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 RIVERSIDE COUNTY FIRE PROTECTION PLANNING RECORD OF INSPECTIONS / PERMIT CARD ai�Cv uGKCv THIS CARD IS TO REMAIN ON SITE AT ALL TIMES.—CALIFORNIA— INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE. JOB ADDRESS: 81910 MOUNTAIN SPUR DRIVE PERMIT#: FSS2022-0087 AT ED: 3/30/2022 DESCRIPTION: RANCHO SANTANA — LOT 30 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 IF Deluge/pre-action SPRINKLER U.G. Final EF Thrust block pre -pour UST/AST TANK UG rough piping Installation UG hydro Removal Flush Emergency shut off Final IF 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 IF 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 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. 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131