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FSS2022-0266ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT Residential Fire Systems Inc 8085 E. Crystal Drive Anaheim CA 92807 (714)666-8450 engineering@resfire.co m CONTRACTOR RESIDENTIAL FIRE SYSTEMS INC 8085 E CRYSTAL DRIVE Anaheim CA 92807 (714)666-8450 engineering@resfire.co m OWNER Elaine & Anthony Borquez 169 N. Bowling Green Way Los Angeles CA 90049 (714)666-8450 CONDITIONS Description: BORQUEZ / BRES2021-0003 / FIRE SPRINKLERS Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: ISSUED Applied: 7/11/2022 ECON Parcel No: 767690001 Site Address: 81281 COLUMBUS WY LA QUINTA,CA 92253 Approved: 8/15/2022 KHET Subdivision: TR 33076-2 Block: Lot: 9 Issued: ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $18,586.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: FINANCIAL INFORMATION Printed: Thursday, April 13, 2023 4:16:39 PM 1 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0266 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD ROUGH PIPING LIN 9/22/2022 9/22/2022 APPROVED AS BUILTS REQUIRED BEFORE FINAL OVERHEAD HYRO LIN 9/22/2022 9/22/2022 APPROVED AS BUILTS REQUIRED BEFORE FINAL REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST FIRE - ETRAKIT (2 WK) KOHL HETRICK 7/11/2022 7/25/2022 8/15/2022 APPROVED SEE ATTACHMENTS PARENT PROJECTS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $250.00 $250.00 8/22/22 WEB12835 711238793 CREDIT 786965 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $250.00 $250.00 8/22/22 WEB12835 711238793 CREDIT 786965 ECON Total Paid for FIRE FEES: $500.00 $500.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 8/22/22 WEB12835 711238793 CREDIT 786965 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 8/22/22 WEB12835 711238793 CREDIT 786965 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$516.00 $516.00 Printed: Thursday, April 13, 2023 4:16:39 PM 2 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0266 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 7/11/2022 Etrakit Contractor 1ST SUBMITTAL PLANS 14340 Borquez Residence FSP-RG.pdf 1 DOC 7/11/2022 Etrakit Contractor 1ST SUBMITTAL HYDRAULIC CALCS Calcs.pdf 1 DOC 7/11/2022 Etrakit Contractor 1ST SUBMITTAL SPEC SHEETS Specs.pdf 1 DOC 8/15/2022 KOHL HETRICK FSS2022-0266 - APPROVED PLANS AND CALCS.pdf FSS2022-0266 - APPROVED PLANS AND CALCS.pdf 1 DOC 8/15/2022 KOHL HETRICK FSS2022-0266 - COA AND JOB CARD.pdf FSS2022-0266 - COA AND JOB CARD.pdf 1 DOC 9/17/2022 KOHL HETRICK FSS2022-0266 - ACCEPTED AS- BUILTS.pdf FSS2022-0266 - ACCEPTED AS- BUILTS.pdf 1 BOND INFORMATION 1ST PERMIT TECH – ETRAKIT (1 DAY) AARON HICKSON 7/11/2022 7/12/2022 7/11/2022 COMPLETE Printed: Thursday, April 13, 2023 4:16:39 PM 3 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0266 --DEVELOPER:PROJECT TEAM:PROJECT DESIGNER:R.F.S. 2nd REVIEW: RUBEN H.PROJECT SUPERVISOR:SCALE:SHEET:JOB # DATE:SHEET TITLE:R.F.S. 1st REVIEW:BORQUEZ RESIDENCE81-281 COLUMBUS WAYLA QUINTA, CA 92253APN: 771-410-001 TRACT: 33076-2 LOT: 9BRUBI G.RUBI G.RUBEN H.14340 07/11/2022-------------09.09.164325DATEDELTA1REVISIONSDATED BACKGROUNDS ;ARCH :INT. DECO. :ELEC :STRUCT :01/20/21NONE AVAILABLE01/20/2102/01/21CIVIL:FIRE MASTER :MECH :PLUMB :01/07/21NONE AVAILABLE11/25/2011/25/20RESIDENTIAL FIRESYSTEMS INC.C-16 # 786965EXP. 11/30/22LICENSE STAMP : STATE OF CALIFORNIAFIRE PROTECTION CO N TRACTORFEDDERLY + ASSOCIATES78-206 VARNER ROADPALM DESERT, CA 92211THE RECIPIENT OF THESE PLANSHEREBY ACKNOWLEDGES THAT ALLPLANS, DETAILS, SPECIFICATIONS ORMETHODS OF INSTALLATIONCONTAINED IN THIS SET OF PLANS ISTHE SOLE PROPERTY OF RESIDENTIALFIRE SYSTEMS Inc. AND THAT ANY USEOF THIS SET OF PLANS IS PROHIBITEDAND IS A VIOLATION OF COPYRIGHTSLAWS WITHOUT FIRST RECEIVINGPERMISSION FROM RESIDENTIAL FIRESYSTEMS Inc..ANAHEIM, CA 92807TEL: 1-800-635-1656FAX: 714-666-29788085 E. CRYSTAL DRIVEC-16# 786965RESIDENTIALfire systems inc.DESIGN AND INSTALLATION BY : GENERAL NOTES, DETAILS& PROJECT DATAN/A FS-01NOT TO SCALETEK TYPE SCREWS TYP.OFFSET STRAP TYP.3/4" THRU 2" PIPE3/4" THRU 3" PIPEDOUBLEFASTNER STRAP TYP.SIDE MOUNTEDDOUBLE FASTENER STRAP TYP.3/4" THRU 2" PIPE***MOUNTING POSITION - TOP & BOTTOMSEE BELOW.PIPE SIZE* MOUNTING POSITION - TOP, BOTTOM OR SIDE U.N.O.* 1/4" TEK TYPE SCEWS PROVIDED.INSTALLATION08.21.2005.12.2108.18.1608.18.162"x_WOOD BLOCK TYP.1/2" OR 3/8" GYP.BOARD TYP.FIRESPRINKLERBRANCH LINE TYP.6" MAX.TYP.STRAP/RESTRAINTTYP.SCREW (W/ BACKINGNUT AT TJIs ONLY)MAIN LINE TYP.JOIST FLOOR FRAMINGSCREW TJI JOISTTJI FLOOR FRAMING09.22.21SHEET INDEXSHT. #SHEET DISCRIPTIONFS-01 GENERAL NOTES, DETAILS & PROJECT DATAFS-02FIRST FLOOR FIRE SPRINKLER PLANFS-03SECOND FLOOR FIRE SPRINKLER PLANFS-04SITE PLAN & RCCExxxxxxx08.18.166" MIN.12" MIN.12" MIN.6" MIN.12" MIN.12" MIN.BATTINSULATION(TYPICAL)SPRINKLERPIPE ON TOP OF BOTTOM CHORD OF ROOF TRUSS/CEILING JOIST UNDER BATT INSULATION WITHIN ATTIC TYPICALCEILINGATTICINTERIORSPACECEILINGSPRINKLER BELOWCEILINGPIPEPIPE ON TOP OF BOTTOM CHORD OFROOF TRUSS/ CEILING JOIST UNDER BATTINSULATION WITHIN ATTIC TYPICALBATTINSULATION (TYPICAL)03.23.21FROM FIRE SPRINKLER SYSTEM2'-0" MIN.FIN. FLR.INSPECTOR TEST SIGN1/2" KEYLESS HOSE BIB08.18.1610.04.16TOLCO 2" MAX. FIRE SPRINKLER PIPECPVC, COPPER, OR STEEL (SEE PLANS)RING HANGER1/2" MAX.SAMMY #GST 20 (1/4"x2")ORDEWALT PFM2251100 (1/4"x2")(PRE-DRILL @ MID. OF BM.)NOTE: WOOD ANCHOR MUST EXTENDMINIMUM 3/16" ABV. TOP OF BOT. FLANGEMAXIMUM HANGERSPACING PERNFPA 13 (SEE PLANS)3/16" MIN.3/8" ALL THREAD ROD2x_WOOD JOISTTJIEQ.EQ.2" MIN.12.22.21SURGE RESTRAINERFIRE RISER DETAILRISER DETAIL NOTESTYPICAL - 05.12.2105.06.194.12.2022ROOF TRUSS OR RAFTERSTRAP/RESTRAINTBRANCH LINEMAIN LINE1/2" OR 3/8" GYP. BOARD TYP.WOOD TRUSS6" MAX.OR JOISTFIRE SPRINKLER08.14.20(FLAT OR SLOPED: SEE PLANS)09.29.211/2" OR 3/8" GYP.BOARD TYP.FIRESPRINKLERBRANCH LINE TYP.TEESTRAP/RESTRAINTTYP.SIDE MOUNTDOUBLEFASTENERSTRAP/RESTRAINTSOLID JOIST ORTJI FLOOR FRAMING09.22.21SOLID JOIST ORTJI FLOOR FRAMINGSCREW (W/ BACKINGNUT AT TJIs ONLY)CAPSCREW (W/ BACKINGNUT AT TJIs ONLY)05.11.216"6"1'-0"MIN. DIST. FROM EDGE OFHOLE TO INSIDE FACE OFNEAREST END SUPPORT2 x D1 MIN.(EXCEPT KNOCKOUTS)D16"6"6"2 x L1 MIN.(EXCEPT KNOCKOUTS)L12'-0"MIN. DIST. FROM EDGE OFHOLE TO INSIDE FACE OFNEAREST INTERMEDIATEOR CANTILEVER SUPPORT1-1/2"Ø HOLES MY BE CUT ANYWHERE OUTSIDE OFHATCHED ZONE IF THEY ARE LOCATED 3" AWAYHORIZONTALLY (EDGE TO EDGE) FROM A LARGER HOLENO FIELD CUT HOLES INHATCHED ZONES TYP.- SUPPLY LENGTHS REFLECTED ABOVE ARE FOR WORST CASE SCENARIOS FOR THE ENTIRE SITE AND ARE THE ONES BEING USED IN HYDRAULIC CALCULATIONS.- UNDERGROUND WATER SUPPLY IN DETAIL ABOVE SHOWN FOR REFERENCE ONLY.RESIDENTIAL RECESSED PENDENT ( INTERMEDIATE TEMPERATURE )LEGEND#= INDICATES CPVC PIPEINSPECTOR TEST OR AUXILIARY DRAIN ( SEE PLANS )HYDRAULIC NODE POINTS ( SEE PLANS )DROP OR RISER BETWEEN FLOORSFIRE SPRINKLER RISER MANIFOLD ( PER RISER DETAIL, SEE PLANS )FIRE SPRINKLER SYMBOLS ( SEE PLANS FOR APPLIED TYPES ) :PIPE TYPES ( SEE PLANS FOR APPLIED TYPES ) :SYSTEM COMPONENTS ( SEE PLANS FOR APPLIED ITEMS ) :RESIDENTIAL FLAT CONCEALED ( INTERMEDIATE TEMPERATURE )04.23.19RING HANGERSTRAP/RESTRAINTPROJECT SITESRC-41" WATER METER ( FIELD VERIFICATIONNEEDED AT ROUGH INSTALLATION )(-3 PSI INCLUDED IN CALCS)TRFSFS19BRU2-252U12PVC TO COPPER ADAPTERDOMESTIC SHUT OFF VALVE(IF REQUIRED)TO DOMESTIC WATER SUPPLYTO IRRIGATION(W/ IN-LINE CHECK VALVE)TO FIRE SPRINKLERSYSTEM, SEE PLANSPOINT OF CONNECTION FORRESIDENTIAL FIRE SYSTEMS, INC.1" CPVC RUBBER FACED CHECK VALVEFLOW SWITCH(-3 PSI INCLUDED IN CALCS)300 PSI PRESSURE GAUGETO 1/2" BALL VALVE / DRAIN LINEFIRE SPRINKLER RISERW/ INTERIOR ACCESSPANEL (14-1/2"x24") TYP.1" CPVC1-1/2" COPPER K2" PVC21'-0"149'-9"1-1/2" COPPER L1" COPPER MM-2M1SECTIONSFS-05APPROVEDRiverside County Fire DepartmentLa Quinta Office of the Fire MarshalBy:FIRE SAFETY SPECIALIST08/15/2022 7:43:09 AMThe approval of plans and specifications does notpermit the violation, deletion, omission or faultyinstallation of any requirements of Title 24 or anyLocal Ordinances. Construction shall remainaccessible and exposed for inspection purposesuntil approved by the Fire Department.PERMIT # -FSS2022-0266Kohl HetrickReason: I am approving this documentContact Info: 760-409-5109 PROPERTY LINEOUTDOOR SHWR. FDPROPERTY LINECOLUMBUS WAY1" WATER METERFIRE HYDRANT2" CPVC21'-0"149'-9"1-1/2" COPPERFIRE RISERLOCATIONSRC-46" PVC WATER MAINM1-2MTR9OUTDOOR SHWR. BORQUEZ RESIDENCEDRIVEWAYMOTOR COURTLOGGIAPOOLSPABOCCE COURT PROPOSALOUTDOOR SHWR. POOL & AC EQUIP.81-281 COLUMBUS COURTLA QUINTA, CA--DEVELOPER:PROJECT TEAM:PROJECT DESIGNER:R.F.S. 2nd REVIEW: RUBEN H.PROJECT SUPERVISOR:SCALE:SHEET:JOB # DATE:SHEET TITLE:R.F.S. 1st REVIEW:BORQUEZ RESIDENCE81-281 COLUMBUS WAYLA QUINTA, CA 92253APN: 771-410-001 TRACT: 33076-2 LOT: 9BRUBI G.RUBI G.RUBEN H.14340 07/11/2022-------------09.09.164325DATEDELTA1REVISIONSDATED BACKGROUNDS ;ARCH :INT. DECO. :ELEC :STRUCT :01/20/21NONE AVAILABLE01/20/2102/01/21CIVIL:FIRE MASTER :MECH :PLUMB :01/07/21NONE AVAILABLE11/25/2011/25/20RESIDENTIAL FIRESYSTEMS INC.C-16 # 786965EXP. 11/30/22LICENSE STAMP : STATE OF CALIFORNIAFIRE PROTECTION CO NTRACTORFEDDERLY + ASSOCIATES78-206 VARNER ROADPALM DESERT, CA 92211THE RECIPIENT OF THESE PLANSHEREBY ACKNOWLEDGES THAT ALLPLANS, DETAILS, SPECIFICATIONS ORMETHODS OF INSTALLATIONCONTAINED IN THIS SET OF PLANS ISTHE SOLE PROPERTY OF RESIDENTIALFIRE SYSTEMS Inc. AND THAT ANY USEOF THIS SET OF PLANS IS PROHIBITEDAND IS A VIOLATION OF COPYRIGHTSLAWS WITHOUT FIRST RECEIVINGPERMISSION FROM RESIDENTIAL FIRESYSTEMS Inc..ANAHEIM, CA 92807TEL: 1-800-635-1656FAX: 714-666-29788085 E. CRYSTAL DRIVEC-16# 786965RESIDENTIALfire systems inc.DESIGN AND INSTALLATION BY : SITE PLAN & RCCE1/8" = 1'-0" FS-02SCALE:SITE PLAN1/8" = 1'-0" SSSSSSSSSSSS11'-1" CLG.13'-6" CLG.8'-0" CLG.10'-0" CLG.Entry9'-6" CLG.OPEN ABOVEBEDROOM 3/OFFICE11'-0" CLG.108 ft³PANTRY10'-0" CLG.48 ft²GUEST LIVING10'-0" CLG. MECH 19'-0" CLG.66 ft²12'-9" CLG.11'-6" CLG.8'-6" CLG.WINE ROOM10'-0" CLG.24 ft²LAUNDRY8'-0" CLG.110 ft²OWNER'S SUITE 212'-1" CLG. 278.7 ft³OWNER'S SUITE 2BATH10'-0" CLG.228 ft²GREAT ROOM17'-7" CLG. DINING ROOM11'-0" CLG.LOGGIA 213'-0" CLG.OPEN TO EXTERIORB.O. SOFFIT 13'-0" CLG.MEDIA ROOM11'-0" CLG.27 ft³12'-0" CLG.FANWET BAR12'-0" CLG.OWNER'S SUITE 1CLOSET10'-0" CLG.171 ft²WET BAR13'-0" CLG. COVEREDENTRY13'-0" CLG.OPEN TO EXTERIORGARAGE 19'-0" CLG. BEDROOM 3BATH10'-0" CLG.91 ft²BUNK ROOM10'-0" CLG. GUEST SUITE 7BATH9'-6" CLG.87 ft²CCLOSET10'-0" CLG.37 ft²GUEST LIVINGBATH9'-6" CLG.127 ft²CLOSET9'-6" CLG.22 ft²12'-0" CLG.11'-1" CLG.CCC9'-6" CLG.EX.C9'-0" CLG.12'-9" CLG.8'-6" CLG.11'-6" CLG.CLOSET10'-0" CLG.25 ft²POWDER10'-0" CLG.60 ft²10'-0" CLG.11'-0" CLG.OWNER'S SUITE 111'-1" CLG. LOGGIA 111'-0" CLG. OPEN TO EXTERIORBUTLER'S/PANTRY10'-0" CLG.115 ft²KITCHEN11'-0" CLG. CLOSET9'-6" CLG.22 ft²OWNER'S SUITE 1BATH10'-0" CLG.250 ft²BUNK BATH10'-0" CLG.78 ft²AUDIO/VIDEO10'-0" CLG.12 ft²12'-0" CLG.GARAGE 29'-0" CLG. NOOK10'-0" CLG. OWNER'S SUITE 2CLOSET10'-0" CLG.171 ft²GUEST SUITE 710'-6" CLG.105 ft³10'-0" CLG.10'-0" CLG.HEAT ZONEMECH 410'-0" CLG.20 ft²FULL HGT. CAB.MECH 310'-0" CLG.24 ft²B.O. SOFFIT 13'-0" CLG.ELECTRICAL9'-0" CLG.19 ft²11'-0" CLG.MECH 210'-0" CLG.29 ft²STORAGE10'-0" CLG.23 ft²POOL BATH10'-0" CLG.36 ft²HEAT ZONEHEAT ZONEGALLERY 111'-0" CLG. 10'-0" CLG.DFS-05DRAPERYDRAPERYDRAPERYDRAPERYDRAPERYDRAPERYDRAPERYDRAPERYDRAPERYDRAPERYDRAPERYDRAPERYDRAPERYDRAPERYDRAPERYDRAPERYDRAPERYDRAPERYDRAPERY10'-0" CLG.DRAPERY8'-0" CLG.8'-0" CLG.8'-0" CLG.8'-0" CLG.8'-0" CLG.8'-0" CLG.8'-0" CLG.8'-0" CLG.8'-0" CLG.9'-0" CLG.9'-0" CLG.8'-0" CLG.8'-0" CLG.8'-0" CLG.8'-0" CLG.8'-0" CLG.8'-0" CLG.8'-0" CLG.8'-0" CLG.8'-0" CLG.B.O. SOFFIT 8'-0" CLG.8'-0" CLG.11'-0" CLG.9'-0" CLG.DRAPERY8'-0" CLG.8'-0" CLG.8'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.8'-0" CLG.11'-6" CLG.10'-0" CLG.B.O. SOFFIT 10'-0"10'-0" CLG.10'-0" CLG.10'-0" CLG.9'-0" CLG.9'-0" CLG.8'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.8'-0" CLG.8'-0" CLG.9'-0" CLG.8'-0" CLG.10'-0" CLG.B.O. SOFFIT 17'-7" CLG.EFS-05DFS-05EFS-05CFS-05CFS-05BO SOFFIT 11'-0" CLG.CJJ8'-0" CLG.FIREPLACEHEATZONEFIREPLACEFIREPLACEFIREPLACE10'-0" CLG.10'-0" CLG.J4 ft²F.A.U.8'-0" CLG.OVERHANG8'-6" CLG.OPEN TO EXTERIOROVERHANG10'-0" CLG.OPEN TO EXTERIORPER NFPA 13D, SECTION 8.3.8PROTECTION IS NOT REQ.F.A.U.OVERHANG10'-0" CLG.OPEN TO EXTERIORHIS W.C.10'-0" CLG.35 ft²FULL HGT. SHELVES12'-0" CLG. + T&G94 ft³11'-0" CLG.81 ft³SKYLIGHT93.8 ft³PER NFPA 13D, SECTION 8.3.8PROTECTION IS NOT REQ.12'-0" CLG.136 ft³10'-0" CLG.W.C.10'-0" CLG.21 ft²SKYLIGHT94 ft³DRAPERYRN6'-7"HER W.C.10'-0" CLG.27 ft²RN6'-7"HIS W.C.10'-0" CLG.24 ft²10'-0" CLG.11'-0" CLG.95 ft³11'-0" CLG.98 ft³RN1'RN1'RN2'RN2'RN1'RN1'RN5'-7"RN5'-7"SKYLIGHT72 ft³SKYLIGHT64 ft³UP10'RN6"RN6"RN1'RN1'RN1'LOGGIA 311'-0" CLG.OPEN TO EXTERIORHER W.C.10'-0" CLG.31 ft²LOW DRESSERLOW DRESSERUP10'4'-0"8'-10"3'-9"4'-0"7'-6"3'-9"8'-0"2'-0"2'-6"2'-0"4'-6"2'-0"4'-6"2'-0"10'-0"9'-0"9'-0"4'-9"8'-0"5'-8"UP10'8'-0"4'-6"6'-6"3'-0"5'-3"2'-9"2'-4"8'-6"1'-2"1'-0"1'-0"2'-0"8'-0"3'-1"2'-6"5'-8"2'-0"8'-0"4'-3"4'-2"5'-8"7'-1"15'-9"0'-8"6'-4"3'-8"4'-6"3'-3"10'-0"4'-6"9'-0"5'-8"3'-0"4'-6"4'-6"8'-3"5'-5"10'-10"5'-5"7'-8"11'-10"6'-10"4'-3"2'-6"2'-0"4'-3"13'-0"1'-3"2'-9"4'-7"8'-0"6'-2"5'-5"6'-0"5'-0"2'-0"2'-6"2'-6"2'-0"4'-10"2'-2"6'-3"11'-3"10'-0"13'-0"7'-11"1'-6"0'-6"9'-4"6'-6"7'-4"8'-7"7'-1"4'-6"15'-8"5'-0"10'-0" CLG.10'-6" CLG.10'-6" CLG.10'-0" CLG.2'-0"UP10'4'-9"4'-7"7'-1"3'-0"3'-0"7'-0"7'-0"6'-5"4'-3"4'-5"5'-1"8'-0"5'-1"8'-0"5'-1"3'-11"3'-5"8'-0"3'-7"1'-7"123456789111019TR222324252627282021RN2'RN1'RN1'RN1'RN1'RN1'RN1'RN1'2'-4"8'-5"1'-5"1'-11"5'-7"1'-11"5'-7"8'-0"2'-9"4'-8"4'-4"12'-0"3'-3"4'-5"3'-9"10'-0"2'-0"4'-6"8'-0"5'-0"4'-0"3'-3"3'-8"11'-11"3'-0"7'-6"1'-0"4'-2"11'-4"7'-5"10'-5"8'-5"5'-11"7'-1"14'-10"3'-6"3'-6"15'-6"3'-6"3'-6"2'-3"RN1'7'-6"4'-6"4'-6"4'-6"13'-8"2'-11"8'-0"9'-1"6'-2"8'-0"2'-5"8'-0"8'-0"2'-5"2'-2"8'-0"2'-7"10'-0" CLG.OPEN TO EXTERIOROVERHANG8'-6" CLG.OPEN TO EXTERIOR11'-6" CLG.OPEN TO EXTERIOR2'-9"2'-9"3'-9"3'-9"12'-6"6'-3"8'-0"6'-9"5'-11"10'-0" CLG.RN1'5'-6"5'-6"8'-0"UP2'-8"5'-3"2'-6"2'-6"OPEN ABOVE0'-10"8'-0"7'-11"6'-0"8'-6"2'-9"2'-9"2'-0"2'-9"RN1'5'-0"2'-0"--DEVELOPER:PROJECT TEAM:PROJECT DESIGNER:R.F.S. 2nd REVIEW: RUBEN H.PROJECT SUPERVISOR:SCALE:SHEET:JOB # DATE:SHEET TITLE:R.F.S. 1st REVIEW:BORQUEZ RESIDENCE81-281 COLUMBUS WAYLA QUINTA, CA 92253APN: 771-410-001 TRACT: 33076-2 LOT: 9BRUBI G.RUBI G.RUBEN H.14340 07/11/2022-------------09.09.164325DATEDELTA1REVISIONSDATED BACKGROUNDS ;ARCH :INT. DECO. :ELEC :STRUCT :01/20/21NONE AVAILABLE01/20/2102/01/21CIVIL:FIRE MASTER :MECH :PLUMB :01/07/21NONE AVAILABLE11/25/2011/25/20RESIDENTIAL FIRESYSTEMS INC.C-16 # 786965EXP. 11/30/22LICENSE STAMP : STATE OF CALIFORNIAFIRE PROTECTION CO NTRACTORFEDDERLY + ASSOCIATES78-206 VARNER ROADPALM DESERT, CA 92211THE RECIPIENT OF THESE PLANSHEREBY ACKNOWLEDGES THAT ALLPLANS, DETAILS, SPECIFICATIONS ORMETHODS OF INSTALLATIONCONTAINED IN THIS SET OF PLANS ISTHE SOLE PROPERTY OF RESIDENTIALFIRE SYSTEMS Inc. AND THAT ANY USEOF THIS SET OF PLANS IS PROHIBITEDAND IS A VIOLATION OF COPYRIGHTSLAWS WITHOUT FIRST RECEIVINGPERMISSION FROM RESIDENTIAL FIRESYSTEMS Inc..ANAHEIM, CA 92807TEL: 1-800-635-1656FAX: 714-666-29788085 E. CRYSTAL DRIVEC-16# 786965RESIDENTIALfire systems inc.DESIGN AND INSTALLATION BY : FIRST FLOOR FIRESPRINKLER PLANS3/16" = 1'-0" FS-03OBSTRUCTIONDABOBSTRUCTIONCLG.BABCLG.WALLABA 08.18.16SCALE:FIRST FLOOR PLAN3/16" = 1'-0"RESIDENTIAL RECESSED PENDENT ( INTERMEDIATE TEMPERATURE )LEGEND#= INDICATES CPVC PIPEINSPECTOR TEST OR AUXILIARY DRAIN ( SEE PLANS )HYDRAULIC NODE POINTS ( SEE PLANS )DROP OR RISER BETWEEN FLOORSFIRE SPRINKLER RISER MANIFOLD ( PER RISER DETAIL, SEE PLANS )FIRE SPRINKLER SYMBOLS ( SEE PLANS FOR APPLIED TYPES ) :PIPE TYPES ( SEE PLANS FOR APPLIED TYPES ) :SYSTEM COMPONENTS ( SEE PLANS FOR APPLIED ITEMS ) :RESIDENTIAL FLAT CONCEALED ( INTERMEDIATE TEMPERATURE )04.23.19RING HANGERSTRAP/RESTRAINT1ST FLR. AREA:2ND FLR. AREA:TOTAL AREA:GARAGE AREA:sqft.sqft.sqft.sqft.5,5841,5358,2691,189FIRE SPRINKLER PLAN (NFPA 13D) NOTES:- ALL COMPARTMENTS WITH 1 RESIDENTIAL HEAD TO BE SPACED @ MAX. ALL COMPARTMENTS WITH 2 OR MORE RESIDENTIAL HEADS TO BE SPACED @ MAX.- ALL PIPING TO BE CPVC PIPE U.N.O.- ALL DROPS TO HEADS TO BE CPVC PIPE1"3/4"20'x20'16'x16' SSSSSCJCBEDROOM 48'-6" CLG. STAIRTOWER11'-9" CLG.68 ft³UPSTAIRS LOUNGE9'-0" CLG.100 ft³BEDROOM 68'-6" CLG. CLOSET8'-6" CLG.40 ft²BATH 68'-6" CLG.115 ft²BEDROOM 59'-0" CLG.34 ft³BATH 58'-6" CLG.73 ft²CLOSET8'-6" CLG.28 ft²BATH 48'-6" CLG.87 ft²CLOSET8'-6" CLG.23 ft²8'-6" CLG.8'-6" CLG.8'-6" CLG.8'-6" CLG.8'-6" CLG.10'-9" CLG.LOW WALL LOW WALLEX.FANEX.FANSKYLIGHTOPEN BELOW8'-6" CLG.8'-0" CLG.8'-0" CLG. 8'-0" CLG.8'-0" CLG.8'-0" CLG.8'-0" CLG.8'-0" CLG.8'-0" CLG.8'-0" CLG.8'-0" CLG.8'-6" CLG.8'-6" CLG.8'-6" CLG.8'-0" CLG.DN10'UP10'DN10'8'-6" CLG.OPEN TO EXTERIOR8'-6" CLG.OPEN TO EXTERIOR9'-0" CLG.43 ft³9'-0" CLG.56 ft³W.C.8'-6" CLG.28 ft²4'-0"2'-6"7'-6"9'-9"1'-1"11'-11"1'-0"7'-0"7'-0"8'-0"6'-6"1'-0"11'-0"1'-0"3'-3"2'-6"W.C.8'-6" CLG.23 ft²5'-0"8'-3"1 ft²6'-3"6'-2"W.C.8'-6" CLG.17 ft²6'-6"6'-6"1'-0"10'-0"3'-0"3'-4"2'-2"2'-2"8'-0"3'-4"2'-5"4'-2"1'-10"4'-2"1'-10"7'-1"1'-11"6'-0"6'-0"4'-0"2'-10"2'-9"2'-5"4'-10"8'-2"6'-5"3'-10"10'-6"2'-5"3'-0"3'-0"121314151617DN10'18CFS-05CFS-05SKYLIGHTSKYLIGHTSKYLIGHTROOF BELOWROOF BELOWROOF BELOWROOF BELOWROOF BELOWROOF BELOWROOF BELOWROOF BELOWROOF BELOWROOF BELOWROOF BELOW6'-0"2'-11"2'-11"6'-6"--DEVELOPER:PROJECT TEAM:PROJECT DESIGNER:R.F.S. 2nd REVIEW: RUBEN H.PROJECT SUPERVISOR:SCALE:SHEET:JOB # DATE:SHEET TITLE:R.F.S. 1st REVIEW:BORQUEZ RESIDENCE81-281 COLUMBUS WAYLA QUINTA, CA 92253APN: 771-410-001 TRACT: 33076-2 LOT: 9BRUBI G.RUBI G.RUBEN H.14340 07/11/2022-------------09.09.164325DATEDELTA1REVISIONSDATED BACKGROUNDS ;ARCH :INT. DECO. :ELEC :STRUCT :01/20/21NONE AVAILABLE01/20/2102/01/21CIVIL:FIRE MASTER :MECH :PLUMB :01/07/21NONE AVAILABLE11/25/2011/25/20RESIDENTIAL FIRESYSTEMS INC.C-16 # 786965EXP. 11/30/22LICENSE STAMP : STATE OF CALIFORNIAFIRE PROTECTION CO NTRACTORFEDDERLY + ASSOCIATES78-206 VARNER ROADPALM DESERT, CA 92211THE RECIPIENT OF THESE PLANSHEREBY ACKNOWLEDGES THAT ALLPLANS, DETAILS, SPECIFICATIONS ORMETHODS OF INSTALLATIONCONTAINED IN THIS SET OF PLANS ISTHE SOLE PROPERTY OF RESIDENTIALFIRE SYSTEMS Inc. AND THAT ANY USEOF THIS SET OF PLANS IS PROHIBITEDAND IS A VIOLATION OF COPYRIGHTSLAWS WITHOUT FIRST RECEIVINGPERMISSION FROM RESIDENTIAL FIRESYSTEMS Inc..ANAHEIM, CA 92807TEL: 1-800-635-1656FAX: 714-666-29788085 E. CRYSTAL DRIVEC-16# 786965RESIDENTIALfire systems inc.DESIGN AND INSTALLATION BY : SECOND FLOOR FIRESPRINKLER PLANS3/16" = 1'-0" FS-04OBSTRUCTIONDABOBSTRUCTIONCLG.BABCLG.WALLABA 08.18.16SCALE:SECOND FLOOR PLAN3/16" = 1'-0"RESIDENTIAL RECESSED PENDENT ( INTERMEDIATE TEMPERATURE )LEGEND#= INDICATES CPVC PIPEINSPECTOR TEST OR AUXILIARY DRAIN ( SEE PLANS )HYDRAULIC NODE POINTS ( SEE PLANS )DROP OR RISER BETWEEN FLOORSFIRE SPRINKLER RISER MANIFOLD ( PER RISER DETAIL, SEE PLANS )FIRE SPRINKLER SYMBOLS ( SEE PLANS FOR APPLIED TYPES ) :PIPE TYPES ( SEE PLANS FOR APPLIED TYPES ) :SYSTEM COMPONENTS ( SEE PLANS FOR APPLIED ITEMS ) :RESIDENTIAL FLAT CONCEALED ( INTERMEDIATE TEMPERATURE )04.23.19RING HANGERSTRAP/RESTRAINT1ST FLR. AREA:2ND FLR. AREA:TOTAL AREA:GARAGE AREA:sqft.sqft.sqft.sqft.5,5841,5358,2691,189FIRE SPRINKLER PLAN (NFPA 13D) NOTES:- ALL COMPARTMENTS WITH 1 RESIDENTIAL HEAD TO BE SPACED @ MAX. ALL COMPARTMENTS WITH 2 OR MORE RESIDENTIAL HEADS TO BE SPACED @ MAX.- ALL PIPING TO BE CPVC PIPE U.N.O.- ALL DROPS TO HEADS TO BE CPVC PIPE1"3/4"20'x20'16'x16' Owner's Suite #1 Bath Owner's Suite #1 ClosetLaundryButler's/VITREOUS CHINALAVATORYCAXTONK-2211Powder Media RoomGarage #2Garage #1TvOwner's Suite #1Bedroom #6Bedroom #6ClosetBedroom #5Bedroom #5BathLoggia #3 Loggia #2 Wet Bar Loggia #1 Owner's Suite #1EntryKitchenDining RoomMech Owner's Suite Closet #1Owner's Suite Bath #2--DEVELOPER:PROJECT TEAM:PROJECT DESIGNER:R.F.S. 2nd REVIEW: RUBEN H.PROJECT SUPERVISOR:SCALE:SHEET:JOB # DATE:SHEET TITLE:R.F.S. 1st REVIEW:BORQUEZ RESIDENCE81-281 COLUMBUS WAYLA QUINTA, CA 92253APN: 771-410-001 TRACT: 33076-2 LOT: 9BRUBI G.RUBI G.RUBEN H.14340 07/11/2022-------------09.09.164325DATEDELTA1REVISIONSDATED BACKGROUNDS ;ARCH :INT. DECO. :ELEC :STRUCT :01/20/21NONE AVAILABLE01/20/2102/01/21CIVIL:FIRE MASTER :MECH :PLUMB :01/07/21NONE AVAILABLE11/25/2011/25/20RESIDENTIAL FIRESYSTEMS INC.C-16 # 786965EXP. 11/30/22LICENSE STAMP : STATE OF CALIFORNIAFIRE PROTECTION CO NTRACTORFEDDERLY + ASSOCIATES78-206 VARNER ROADPALM DESERT, CA 92211THE RECIPIENT OF THESE PLANSHEREBY ACKNOWLEDGES THAT ALLPLANS, DETAILS, SPECIFICATIONS ORMETHODS OF INSTALLATIONCONTAINED IN THIS SET OF PLANS ISTHE SOLE PROPERTY OF RESIDENTIALFIRE SYSTEMS Inc. AND THAT ANY USEOF THIS SET OF PLANS IS PROHIBITEDAND IS A VIOLATION OF COPYRIGHTSLAWS WITHOUT FIRST RECEIVINGPERMISSION FROM RESIDENTIAL FIRESYSTEMS Inc..ANAHEIM, CA 92807TEL: 1-800-635-1656FAX: 714-666-29788085 E. CRYSTAL DRIVEC-16# 786965RESIDENTIALfire systems inc.DESIGN AND INSTALLATION BY : SECTIONS1/4" = 1'-0" FS-05SCALE:SECTION C1/4" = 1'-0"SCALE:SECTION D1/4" = 1'-0"SCALE:SECTION E1/4" = 1'-0" RESIDENTIAL FIRE SYSTEMS, INC. 8085 EAST CRYSTAL DRIVE ANAHEIM, CA. 92807 HYDRAULIC CALCULATIONS FOR BORQUEZ RESIDENCE FIRST FLOOR 2HD CALC AT GUEST SUITE 7 FILE NUMBER: 14340 DATE: JUL 11, 2022 -DESIGN DATA- OCCUPANCY CLASSIFICATION: NFPA 13D, 2016 EDITION DENSITY: 0.05 gpm/sq. ft. AREA OF APPLICATION: 512.0 sq. ft. COVERAGE PER SPRINKLER: 256.0 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 26.5 gpm TOTAL WATER REQUIRED (including hose): 31.5 gpm FLOW AND PRESSURE (@ BOR): 26.5 gpm @ 31.4 psi REQUIRED PRESSURE (@ SRC): 41.8 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMS, INC DESIGN/LAYOUT BY: RUBI G. AUTHORITY HAVING JURISDICTION: CITY OF LA QUINTA CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 7/11/2022ENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD CALC.SDFJOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 69.3 20.0 750.0 69.1 31.5 41.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.5 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 5.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.5 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 10.5 K= 4.90 7.0 13.02 9.5 - - - - 9.2 - - -3 9.5 - - - - 9.2 - - -4 10.5 K= 4.90 7.6 13.55 9.5 - - - - 9.4 - - -6 9.5 - - - - 9.4 - - -7 10.0 - - - - 12.3 - - -8 17.6 - - - - 9.7 - - -9 17.6 - - - - 11.7 - - -10 10.0 - - - - 17.8 - - -11 10.0 - - - - 18.1 - - -12 18.5 - - - - 14.8 - - -13 18.5 - - - - 15.0 - - -14 18.5 - - - - 15.6 - - -15 18.5 - - - - 16.3 - - -16 18.5 - - - - 16.7 - - -17 18.5 - - - - 15.1 - - -18 18.5 - - - - 15.1 - - -19 9.0 - - - - 21.6 - - -20 9.0 - - - - 20.8 - - -21 11.0 - - - - 18.1 - - -22 11.0 - - - - 17.6 - - -23 12.0 - - - - 15.1 - - -24 11.0 - - - - 13.5 - - -25 17.6 - - - - 10.1 - - -26 17.6 - - - - 9.3 - - -27 10.0 - - - - 10.4 - - -28 11.0 - - - - 9.6 - - -TR 9.0 - - - - 22.6 - - -FS 5.0 - - - - 25.6 - - -FS1 5.0 - - - - 28.6 - - -BR 2.0 - - - - 31.4 - - -U1 2.0 HOSE STREAM 32.3 5.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 7/11/2022ENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD CALC.SDFJOB TITLE: NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) U2 -2.0 - - - - 34.7 - - -M -2.0 - - - - 36.2 - - -M1 -2.0 - - - - 39.2 - - -SRC -4.0 SOURCE 41.8 31.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 7/11/2022ENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD CALC.SDFJOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -13.0 1.101 PL 21.83 PF 1.71 10.5 4.9 7.0 13.0 4.4 150 FTG 3F6ER PE 0.42 9.5 0.0 9.2 0.0 0.031 TL 55.83 PV Pipe: 2 -2.7 1.101 PL 12.25 PF 0.02 9.5 0.0 9.2 0.0 0.9 150 FTG 2FT2R PE 0.03 9.5 0.0 9.2 0.0 0.002 TL 21.25 PV Pipe: 3 13.5 1.101 PL 10.50 PF 1.23 9.5 0.0 9.2 0.0 4.5 150 FTG 2F4ET PE -0.44 10.5 4.9 7.6 13.5 0.033 TL 37.50 PV Pipe: 4 -16.2 1.101 PL 2.50 PF 0.23 9.5 0.0 9.2 0.0 5.5 150 FTG R PE 0.05 9.5 0.0 9.4 0.0 0.046 TL 3.50 PV Pipe: 5 0.0 1.101 PL 5.66 PF 0.05 9.5 0.0 9.4 0.0 0.0 150 FTG F2ET PE 0.06 9.5 0.0 9.4 0.0 0.000 TL 21.66 PV Pipe: 6 -16.2 1.101 PL 48.50 PF 3.25 9.5 0.0 9.4 0.0 5.5 150 FTG 6F2E4R PE -0.27 10.0 0.0 12.3 0.0 0.046 TL 68.50 PV Pipe: 7 -16.2 1.101 PL 8.16 PF 0.77 10.0 0.0 12.3 0.0 5.5 150 FTG ER PE -3.38 17.6 0.0 9.7 0.0 0.046 TL 14.16 PV Pipe: 8 -16.2 1.101 PL 28.50 PF 2.18 17.6 0.0 9.7 0.0 5.5 150 FTG 4F2E2R PE 0.09 17.6 0.0 11.7 0.0 0.046 TL 44.50 PV Pipe: 9 -16.2 1.101 PL 35.75 PF 2.89 17.6 0.0 11.7 0.0 5.5 150 FTG 5F3E5R PE 3.310 10.0 0.0 17.8 0.0 0.046 TL 60.75 PV Pipe: 10 -11.6 1.101 PL 4.50 PF 0.310 10.0 0.0 17.8 0.0 3.9 150 FTG T2R PE 0.011 10.0 0.0 18.1 0.0 0.025 TL 11.50 PV Pipe: 11 -11.6 1.101 PL 10.00 PF 0.411 10.0 0.0 18.1 0.0 3.9 150 FTG E PE -3.712 18.5 0.0 14.8 0.0 0.025 TL 15.00 PV Pipe: 12 -11.6 1.101 PL 2.50 PF 0.212 18.5 0.0 14.8 0.0 3.9 150 FTG E PE 0.013 18.5 0.0 15.0 0.0 0.025 TL 7.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 7/11/2022ENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD CALC.SDFJOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -7.9 1.101 PL 34.00 PF 0.713 18.5 0.0 15.0 0.0 2.7 150 FTG 4FET6R PE 0.014 18.5 0.0 15.6 0.0 0.012 TL 54.00 PV Pipe: 14 -7.9 1.101 PL 38.75 PF 0.714 18.5 0.0 15.6 0.0 2.7 150 FTG 5F2E4R PE 0.015 18.5 0.0 16.3 0.0 0.012 TL 57.75 PV Pipe: 15 -17.4 1.101 PL 1.00 PF 0.315 18.5 0.0 16.3 0.0 5.9 150 FTG T PE 0.016 18.5 0.0 16.7 0.0 0.053 TL 6.00 PV Pipe: 16 9.6 1.101 PL 46.58 PF 1.215 18.5 0.0 16.3 0.0 3.2 150 FTG 6FET6R PE 0.017 18.5 0.0 15.1 0.0 0.017 TL 68.58 PV Pipe: 17 5.9 1.101 PL 8.08 PF 0.117 18.5 0.0 15.1 0.0 2.0 150 FTG FT PE 0.018 18.5 0.0 15.1 0.0 0.007 TL 14.08 PV Pipe: 18 3.7 1.101 PL 37.00 PF 0.217 18.5 0.0 15.1 0.0 1.2 150 FTG 5F2E4R PE 0.013 18.5 0.0 15.0 0.0 0.003 TL 56.00 PV Pipe: 19 -17.4 1.101 PL 10.00 PF 0.816 18.5 0.0 16.7 0.0 5.9 150 FTG E PE 4.119 9.0 0.0 21.6 0.0 0.053 TL 15.00 PV Pipe: 20 -17.4 1.101 PL 9.50 PF 1.119 9.0 0.0 21.6 0.0 5.9 150 FTG FET PE 0.0TR 9.0 0.0 22.6 0.0 0.053 TL 20.50 PV Pipe: 21 9.0 1.101 PL 57.75 PF 1.9TR 9.0 0.0 22.6 0.0 3.0 150 FTG 8F9ET4R PE 0.020 9.0 0.0 20.8 0.0 0.016 TL 119.75 PV Pipe: 22 9.0 1.101 PL 56.25 PF 1.820 9.0 0.0 20.8 0.0 3.0 150 FTG 5F9ET4R PE -0.921 11.0 0.0 18.1 0.0 0.016 TL 115.25 PV Pipe: 23 -5.9 1.101 PL 11.50 PF 0.221 11.0 0.0 18.1 0.0 2.0 150 FTG 2ET PE -3.218 18.5 0.0 15.1 0.0 0.007 TL 26.50 PV Pipe: 24 14.9 1.101 PL 10.33 PF 0.521 11.0 0.0 18.1 0.0 5.0 150 FTG F2R PE 0.022 11.0 0.0 17.6 0.0 0.039 TL 13.33 PV Pipe: 25 4.6 1.101 PL 25.50 PF 0.222 11.0 0.0 17.6 0.0 1.6 150 FTG 4F2T3R PE 0.410 10.0 0.0 17.8 0.0 0.005 TL 42.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 7/11/2022ENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD CALC.SDFJOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 10.3 1.101 PL 64.66 PF 2.022 11.0 0.0 17.6 0.0 3.5 150 FTG 8F4E9R PE -0.423 12.0 0.0 15.1 0.0 0.020 TL 101.66 PV Pipe: 27 10.3 1.101 PL 47.25 PF 2.123 12.0 0.0 15.1 0.0 3.5 150 FTG 6F9E8R PE 0.424 11.0 0.0 13.5 0.0 0.020 TL 106.25 PV Pipe: 28 10.3 1.101 PL 14.25 PF 0.524 11.0 0.0 13.5 0.0 3.5 150 FTG 2ER PE -2.925 17.6 0.0 10.1 0.0 0.020 TL 25.25 PV Pipe: 29 10.3 1.101 PL 27.33 PF 0.925 17.6 0.0 10.1 0.0 3.5 150 FTG 4F2E2R PE 0.026 17.6 0.0 9.3 0.0 0.020 TL 43.33 PV Pipe: 30 10.3 1.101 PL 62.16 PF 2.226 17.6 0.0 9.3 0.0 3.5 150 FTG 8F6E9R PE 3.327 10.0 0.0 10.4 0.0 0.020 TL 109.16 PV Pipe: 31 10.3 1.101 PL 8.50 PF 0.427 10.0 0.0 10.4 0.0 3.5 150 FTG 2ER PE -0.428 11.0 0.0 9.6 0.0 0.020 TL 19.50 PV Pipe: 32 10.3 1.101 PL 26.00 PF 1.028 11.0 0.0 9.6 0.0 3.5 150 FTG 4F4E2R PE 0.62 9.5 0.0 9.2 0.0 0.020 TL 52.00 PV Pipe: 100 -26.5 1.101 PL 5.00 PF 1.3TR 9.0 0.0 22.6 0.0 8.9 150 FTG ER PE 1.7FS 5.0 0.0 25.6 0.0 0.114 TL 11.00 PV Pipe: 101 FIXED PRESSURE LOSS DEVICEFS1 5.0 0.0 28.6 0.0 3.0 psi, 26.5 gpmFS 5.0 0.0 25.6 0.0 Pipe: 102 -26.5 1.101 PL 4.00 PF 1.5FS1 5.0 0.0 28.6 0.0 8.9 150 FTG RC PE 1.3BR 2.0 0.0 31.4 0.0 0.114 TL 13.00 PV Pipe: 103 -26.5 1.055 PL 3.00 PF 0.8BR 2.0 0.0 31.4 0.0 9.7 150 FTG E PE 0.0U1 2.0 H.S. 32.3 5.0 0.141 TL 6.00 PV Pipe: 104 -31.5 1.505 PL 6.00 PF 0.7U1 2.0 H.S. 32.3 5.0 5.7 150 FTG ET PE 1.7U2 -2.0 0.0 34.7 0.0 0.034 TL 19.00 PV Pipe: 105 -31.5 2.003 PL 149.75 PF 1.5U2 -2.0 0.0 34.7 0.0 3.2 150 FTG 3E PE 0.0M -2.0 0.0 36.2 0.0 0.009 TL 176.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7DATE: 7/11/2022ENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD CALC.SDFJOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 106 FIXED PRESSURE LOSS DEVICEM1 -2.0 0.0 39.2 0.0 3.0 psi, 31.5 gpmM -2.0 0.0 36.2 0.0 Pipe: 107 -31.5 1.481 PL 21.00 PF 1.7M1 -2.0 0.0 39.2 0.0 5.9 150 FTG TX PE 0.9SRC -4.0 SRCE 41.8 (N/A) 0.037 TL 47.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64623334 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.152 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.7 ft/sec at pipe 103. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 69.02 psi with a flow of 42.66 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: STANDARD.PIP PAGE: F MATERIAL: CPVC HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G 45 El Tee RunT Kplg ChkVlv Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 2.003 2.00 9.00 10.00 1.00 1.00 17.00 3.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8DATE: 7/11/2022ENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD CALC.SDFJOB TITLE: PAGE: K MATERIAL: CT-K HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N X Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee AngVlv 1.481 4.00 8.00 2.00 3.00 0.50 9.00 0.00 8.00 18.00 PAGE: L MATERIAL: CT-L HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee 1.505 4.00 9.00 2.00 3.00 0.50 10.00 0.00 9.00 PAGE: M MATERIAL: CT-M HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee 1.055 3.00 7.00 1.00 2.00 0.00 8.00 0.00 7.00 www.senjusprinkler.com Document No.U085168 • 02-08-2021 Page 1 of 8 The Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. They are decorative and fast responding. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The push-on and/or thread-on, thread-off design of the concealed cover plate assembly allows for easy installation of the cover plate. Therefore, the Model RC-RES should be your first choice when aesthetics is the major consideration for ultimate appeal and unbeatable performance is desired. The Model RC-RES is designed for residential occupancies and is perfect for use in homes, hotels and other living quarters. The Model RC-RES is to be used in wet pipe residential sprinkler systems for One- and Two- Family Dwellings and Manufactured Homes per NFPA 13D; wet pipe residential sprinkler systems for Residential Occupancies up to and Including Four Stories in Height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13. The Model RC-RES has a 4.9 (70.6 LPM/bar1/2) K-factor that meets the required residential flow rates with minimal residual pressure, which allows for smaller pipe sizes and water supply requirements. For extended installation flexibility, the Model RC-RES provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of pipe lengths. The heat sensitivity and water distribution design of Model RC-RES allows for an increased chance of residents to escape or evacuate in case of a fire. However, residential fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction required by building codes. “Lead Free” is defined in the Reduction of Lead in Drinking Water Act (S.3874) endorsed by AWWA’s Water Utility Council, and California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead in wetted surface of pipes, plumbing fittings and fixtures. GENERAL DESCRIPTION Residential Lead Free Flat Concealed Sprinkler, Pendent Model RC-RES K-Factor: 4.9 • SIN: SS8464 C US NSF/ANSI/CAN 61 & 372 www.senjusprinkler.com Document No.U085168 • 02-08-2021 Page 2 of 8 • Approvals: { cULus Listed {UL-EU Listed (162°F (72°C) only) {NSF/ANSI/CAN 61, NSF/ANSI 372 • Sprinkler Identification Number (SIN): SS8464 • Maximum Working Pressure: 175psi (12.1bar) • Discharge Coefficient (Nominal K-Factor): {K = 4.9 GPM/psi1/2 (70.6 LPM/bar1/2) • Temperature Rating: {162°F (72°C) Sprinkler with 140°F (60°C) Cover Plate {205°F (96°C) Sprinkler with 162°F (72°C) Cover Plate • Color Code (Sprinkler) {162°F (72°C): Uncolored {205°F (96°C): White • Color Code (Cover Plate) {140°F (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 Figure 1: Model RC-RES K = 4.9 Figure 1.1: Marking (Color Code) The Model RC-RES must be installed and maintained in accordance with the rules stated herein as well as in compliance with the applicable standards of the National Fire Protection Association regulations and the standards of any other authorities having jurisdiction. In the event of this condition, consult the authorities having jurisdiction for guidance and approval. Failure to do so may impair the integrity of these devices. It is the responsibility of the installing contractor to provide a copy of this document to the owner or their representative, and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any related questions. WARNINGS TECHNICAL DATA www.senjusprinkler.com Document No.U085168 • 02-08-2021 Page 3 of 8 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. DESIGN CRITERIA 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 cover plate, ceiling and the 6 slots in the cup are open and free from any air flow impediment. The spray from the sprinkler is distributed radially outward and downward from the sprinkler deflector. Consequently, the sprinklers must be located such that there will be no blind spaces shielded from spray by partitions, room dividers, overhangs or other parts of the dwelling structure. The number of sprinklers within each compartment (as defined by NFPA 13D, 13R, or 13) must be kept as few as possible while observing all guidelines relating to obstructions and spacing. Use only the Cover Plate provided for the Model RC-RES. The sprinkler must be secured in place by firmly fastening the sprinkler system piping to the structure. If the sprinkler is not properly secured in position, reaction forces resulting from sprinkler operation could alter its orientation and its water distribution pattern. OPERATION In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then the Cover Plate is released at once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and when sufficient heat from the fire is reached, internal components of the sprinkler fall apart. This leads to the water flow to be distributed on the affected fire area. (Ref. Figure 2) Figure 2: Operation Process (For illustrative purposes only) www.senjusprinkler.com Document No.U085168 • 02-08-2021 Page 4 of 8 Available Sprinkler Temperature Ratings Sprinkler Temperature Classification Sprinkler Nominal Temperature Rating Maximum Ambient Ceiling Temperature Temperature Rating of the Cover Plate Assembly Ordinary 162°F (72°C)100°F (38°C)140°F (60°C) Intermediate 205°F (96°C)150°F (66°C)162°F (72°C) Obstruction to Water Distribution Locations of sprinklers must follow the obstruction rules of NFPA 13, 13D and 13R for Residential Sprinklers. General Service Conditions The Model RC-RES must only be utilized in WET PIPE sprinkler systems. Heat Source Criteria Refer to NFPA 13D, 13R or 13 for the requirements relating to the prevention of possible activation of the Heat Responsive Element of Model RC-RES, due to the exposure of a heat source other than an actual fire. Precautionary Warnings for Corrosive Environments Model RC-RES sprinklers should not be installed where they may be subjected to a corrosive environment including the following: 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. Hydraulic Design Criteria The minimum required sprinkler flow rates for systems designed to NFPA 13D or 13R are given in Table A as a function of temperature rating and the maximum allowable coverage area. The sprinkler flow rate is the minimum required discharge from the most hydraulically demanding sprinkler from each of the total number of “design sprinklers” as specified in NFPA 13D or 13R. For systems designed to NFPA 13, the number of designed sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and maximum allowable coverage area. • A minimum discharge of 0.1GPM/sq.ft. [4.07LPM/sq.m] over the “design area” comprised of the four most hydraulically demanding sprinklers for the actual coverage area being protected by the four sprinklers. www.senjusprinkler.com Document No.U085168 • 02-08-2021 Page 5 of 8 INSTALLATION The Model RC-RES must be installed in accordance with the following instructions: 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. 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 ft·lbs (9.5 to 19.0 N·m) to achieve a 1/2 inch NPT sprinkler joint. If you exceed the recommended maximum torque, this could result in damage to the 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 Removal Tool for RC to the left with force when placing the two hook arms into place. The installed sprinkler may become loosened, which may cause water leakage. Sprinkler Spacing Criteria The minimum spacing between sprinklers is 8 feet (2.4m). The maximum spacing between sprinklers cannot go beyond the coverage area calculated by using the specific hydraulic factors. (Ref. Table A) Table A. NFPA 13D & 13R Wet Pipe Hydraulic Design Criteria for Model SS8464 For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R or 13 as applicable. Maximum Coverage Area(a) Ft. x Ft. (m x m) Maximum Spacing Ft. (m) Ordinary Temperature Rating 162˚F (72˚C) Intermediate Temperature Rating 205˚F (96˚C)Deflector to Ceiling Installation Type Minimum Spacing Ft. (m)Flow (b) GPM (LPM) Pressure(b) PSI (bar) Flow (b) GPM (LPM) Pressure(b) PSI (bar) 12 x 12 (3.7 x 3.7) 12 (3.7) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48)Smooth Ceilings 3/8 to 7/8 Inches. Beamed Ceilings per NFPA 13D, 13R or 13. Installed in beam 3/8 to 7/8 inches below bottom of beam. Concealed 8 (2.4) 14 x 14 (4.3 x 4.3) 14 (4.3) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48) 16 x 16 (4.9 x 4.9) 16 (4.9) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48) 18 x 18 (5.5 x 5.5) 18 (5.5) 17 (64.4) 12.0 (0.83) 17 (64.4) 12.0 (0.83) 20 x 20 (6.1 x 6.1) 20 (6.1) 21 (79.5) 18.4 (1.27) 21 (79.5) 18.4 (1.27) www.senjusprinkler.com Document No.U085168 • 02-08-2021 Page 6 of 8 Figure 5: Protective Cap Removal Figure 3: Installation Figure 4: Ratchet & Socket Installation Steps Step 1: The installation requirements for the sprinkler are as follows: to be installed only in the pendent position with the waterway perpendicular to the ceiling. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 2 inches (50.8mm) as shown in Figure 3. Step 2: With pipe thread sealant applied to the threads, hand tighten the sprinkler into the sprinkler fitting. Then tighten it with the Socket NR-H or Ratchet (3/8” drive) & Socket NR-H Combination (Ref. Figure 4). The teeth of the Socket must fit perfectly with the grooves on the Sprinkler for proper installation (Ref. Figure 4). Step 3: If desired, the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Protective Cap. Before the installation of the ceiling, the sprinkler installation can be started with a 2-3/8 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the “Vertical Adjustment” indicator on the Protective Cap to check for proper installation height (Ref. Figure 3). Step 4: Use the Cap Removal Tool for RC to remove the Protective Cap (Ref. Figure 5), and then push or screw a Cover Plate Assembly on the Cup of the Sprinkler by hand until its flange just has contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening the Cover Plate Assembly once the flange has contact with the ceiling. If the ceiling has been lifted from its normal position in the process of tightening the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover Plate Assembly cannot contact the ceiling sufficiently, readjust the sprinkler fitting as necessary. When properly installed, there is a nominal 1/16 inch (1.6mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6. www.senjusprinkler.com Document No.U085168 • 02-08-2021 Page 7 of 8 CARE & MAINTENANCE The following instructions must be implemented for the maintenance and service of the Model RC-RES. Notes Wet pipe sprinkler systems must be maintained at a minimum temperature of 40°F / 4°C to prevent freezing and bursting of the pipe and/or sprinklers. Automatic sprinklers are not to be tested with a heat source. Operation of the heat responsive element can result. Absence of a Cover Plate Assembly may delay the response time of the sprinkler in case of a fire. Install the cover plate assembly properly, as shown in Figure 6. Improper installation of the cover plate assembly may cause improper operation or non-operation. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does not seal off any of the air gap. Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted cover plates. Non- factory applied paint may adversely delay or prevent sprinkler operation in case of a fire. Do not pull the Cover Plate. Separation may result. In preparation for maintenance of the fire protection system, permission to close the main control valve must be obtained from the proper authorities, and all affected parties by this action, and must be informed before the maintenance session can commence. Do NOT enclose any sprinklers within drapes, curtains, or valances. Do NOT hang anything from the sprinklers. Do NOT clean the sprinklers with soap and/or water, detergents, ammonia, cleaning fluids, or other chemicals. Remove dust, lint, cobwebs, cocoons, insects, and larvae by gently brushing with a feather duster or gently vacuuming with a soft bristle (i.e., dusting) brush attachment. Exercise suitable safety precautions in the use and storage of highly flammable materials. The rapid rate of fire development and spread of these materials can reduce the ability of the sprinkler system to aid in the control of a fire involving such hazards. Figure 7: Installation (Correct and Incorrect) Figure 6: Installation (Cover Plate Assembly) www.senjusprinkler.com Document No.U085168 • 02-08-2021 Page 8 of 8 ORDER PROCEDURE LIMITED WARRANTY When placing an order, please contact a local distributor with the following information (Model Name, Temperature Rating and Finish). For details of warranty, refer to Sales Contract. Leaking or corroded sprinklers must be replaced. Automatic Sprinklers must be kept in a cool and dry place. Automatic sprinklers must never be physically altered, such as painted, plated, or coated, once shipped from the factory. If the sprinklers have been in any way modified, they must be replaced. Great caution must be applied to prevent damage to the sprinklers at all stages - before, during, and after installation. Damaged units because of dropping, hitting, over-tightening, or wrench slippage, must be replaced. The Model RC-RES must only be replaced with pendent sprinklers which are listed for residential fire protection service and which have the same nominal K-Factor, the same coverage area, and the same or lower flow ratings (as indicated under Table A “Hydraulic Design Criteria”). When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, first verify that the new construction will not violate the installation requirements of the applicable standards of NFPA. Alter the new construction and/or the sprinkler system to suit the requirements of this document and the applicable NFPA regulations. The owner is responsible for the maintenance of the sprinkler system, including inspection and testing of its compliance with this document, as well as the standards of the National Fire Protection Association (e.g., NFPA 25), and the regulations of any other authorities having jurisdiction. The owner should direct any questions regarding the above rules and regulations to the installing contractors or the sprinkler manufacturer. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with NFPA 25. Sprinkler • Model: RC-RES SIN: SS8464, Residential Flat Concealed Sprinkler, Pendent, K4.9, Temperature: 162°F (72°C) or 205°F (96°C) Cover Plate Assembly • 2-5/8 inch (φ68mm) or 3-1/4 inch (φ83mm) or 2-5/8 inch square (□68mm), Order separately from Sprinkler Please refer to the chart below for available sizes, temperature, and finishes. Standard Finishes Custom Finishes White Ivory Beige Brown Black Nickel Copper Wood Grain Custom Color Custom Pattern 2-5/8” Round, 140°F ------ 3-1/4” Round, 140°F 2-5/8” Square, 140°F ------- 2-5/8” Round, 162°F ------- 3-1/4” Round, 162°F -- 2-5/8” Square, 162°F ------- Tools & Accessories • 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 Removal Tool for RC • Cover Plate Installation Tool victaulic.com 43.01 16382 Rev A Updated 03/2021 © 2021 Victaulic Company. All rights reserved. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. 1.0 PRODUCT DESCRIPTION RESIDENTIAL PENDENT/RECESSED PENDENT SPRINKLERS SIN V3010 V2740 V5610 V3426 ORIENTATION PENDENT PENDENT PENDENT PENDENT K-FACTOR1 3.0 Imp./4.2 S.I.4.9 Imp./7.1 S.I.5.6 Imp./8.1 S.I.6.9 Imp./9.9 S.I. CONNECTION 1/2" NPT/15 mm 1/2" NPT/15 mm 1/2" NPT/15 mm 3/4” NPT/20 mm MAX. WORKING PRESSURE 175 psi (1200 kPa)175 psi (1200 kPa)175 psi (1200 kPa)175 psi (1200 kPa) GLOBE RE-DESIGNATION GL3010 –GL5610 – GLOBE EQUIVALENT –GL4910 –– AVAILABLE WRENCHES SPRINKLER V27 Recessed V27 Open End V56 Recessed V56 Open End V34 Recessed V34 Open End V3010 ■■ V2740 ■■ V5610 ■■ V3426 ■■ Factory Hydrostatic Test: 100% @ 500 psi/3447 kPa/34 bar Min. Operating Pressure: UL: 7psi/48 kPa/.5 bar Temperature Rating: See tables in section 2.0 1 For K-Factor when pressure is measured in bar, multiply S.I. units by 10.0. Victaulic® FireLock™ Series FL-RES Residential, Quick Response Pendent and Recessed Pendent, K3.0 (4.3), K4.9 (7.0), K5.6 (8.0), K6.9 (9.9)43.01 1 43.01 16382 Rev A Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 2.0 CERTIFICATION/LISTINGS SIN Nominal K Factor Listing Agency/ Approved Temperature Ratings Max. Coverage Area Width X Length Flow Pressure Adjustment Deflector to Ceiling/ Mounting Surface Distance Minimum Spacing Imperial S.I.2 155°F/68°C 175°F/79°C 200°F/93°C Ft. x Ft m x m GPM L/min PSI kPa in mm in (mm) Ft. m V3010 3.0 4.2 cULus EU cULus cULus 12 x 12 3.7 x 3.7 8 30.3 7.1 49 1/2 15 Smooth Ceilings Recessed See Installation Detail Smooth Ceilings Exposed Max. 4 (101.6) Beamed Ceilings Adjacent per NFPA 13, 13D, or 13R as appropriate Beamed Ceilings In Beam 14 Max. Beam Depth Recessed in Beam: See Installation detail 8 2.4 14 x 14 4.3 x 4.3 10 37.8 11.1 76.5 V2740 4.9 7.1 cULus cULus N/A 12 x 12 3.7 x 3.7 13 49.2 7.0 48 1/2 and 3/4 15 and 20 14 x 14 4.3 x 4.3 13 49.2 7.0 48 16 x 16 4.9 x 4.9 13 49.2 7.0 48 18 x 18 5.5 x 5.5 17 64.3 12.0 83 20 x 20 6.1 x 6.1 20 75.7 16.7 115 1/2 15 V5610 5.6 8.1 cULus NA N/A 12 x 12 3.7 x 3.7 15 57 7.2 50 1/2 15 16 x 16 4.9 x 4.9 19 72 11.5 79 18 x 18 5.5 x 5.5 21 79 14.1 97 20 x 20 6.1 x 6.1 24 91 18.4 127 V3426 6.9 9.9 cULus cULus N/A 12 x 12 3.7 x 3.7 20 75.7 8.4 58 1/2 and 3/4 15 and 20 14 x 14 4.3 x 4.3 20 75.7 8.4 58 16 x 16 4.9 x 4.9 20 75.7 8.4 58 18 x 18 5.5 x 5.5 20 75.7 8.4 58 20 x 20 6.1 x 6.1 22 83.3 10.2 70 NOTE • Listings and approval as of printing. 2 victaulic.com 43.01 16382 Rev A Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 3.0 SPECIFICATIONS – MATERIAL Deflector: Bronze Bulb Nominal Diameter: 3.0mm Load Screw: Bronze Pip Cap: Bronze Spring Seal Assembly: PTFE coated Beryllium nickel alloy Frame: Brass Lodgement Spring: Stainless Steel Installation Wrench: Ductile iron Sprinkler Frame Finishes: • Plain brass • Chrome plated • White polyester painted • Flat black polyester painted • Custom polyester painted NOTE • For cabinets and other accessories refer to separate sheet. ⁄"/11 mm Nominal make-in Frame Bulb Load screw Deector Pip cap and spring seal 2¼"/ 57 mm 1⁄"/ 28 mm V3010 ⁄"/11 mm Nominal make-in Frame Bulb Load screw Deector Lodgement spring Pip cap and spring seal 2⁄"/ 60 mm 1⁄"/ 27 mm V2740 ⁄"/11 mm Nominal make-in Frame Bulb Load screw Deector Pip cap and spring seal 2¼"/ 57 mm 1¼"/ 32 mm V5610 ½"/13 mm Nominal make-in Frame Bulb Load screw Deector Lodgement spring Pip cap and spring seal 2½"/ 63 mm 1⁄"/ 36 mm V3426 3 victaulic.com 43.01 16382 Rev A Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 4.0 DIMENSIONS 2⁄"/60 mm 2"/51 mm Hole in ceiling Finished surface1¼"/32 mm Min. 1¾"/44 mm Max. Typical ceiling ⁄"/3 mm Min. ⁄"/16 mm Max. 2⁄"/ 75 mm V3010 2⁄"/60 mm 2"/51 mm Hole in ceiling Typical ceiling Finished surface 1"/25 mm Max. (¾" Adj.) ¾"/19 mm Max. (½" Adj.) ¼"/6 mm Min. 1⁄"/43 mm Max. 1⁄"/30 mm Min. (½" Adj.) ⁄"/24 mm Min. (¾" Adj.) 2⁄"/ 75 mm V2740 4 victaulic.com 43.01 16382 Rev A Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 4.0 DIMENSIONS (CONTINUED) 2⁄"/60 mm 2"/51 mm Hole in ceiling Finished surface Typical ceiling ⁄"/3 mm Min. ⁄"/16 mm Max. 1¼"/32 mm Min. 1¾"/44 mm Max. 2⁄"/ 75 mm V5610 2⁄"/60 mm 2"/51 mm Hole in ceiling Typical ceiling Finished surface ⁄"/22 mm Max. (¾" Adj.) ⁄"/16 mm Max. (½" Adj.) ⁄"/3mm Min. 1⁄"/29 mm Min. ( ¾Adj .) 1⁄"/34 mm Min. (½" Adj.) 1⁄"/47 mm Max. 2⁄"/ 75 mm V3426 5 victaulic.com 43.01 16382 Rev A Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms “Patented” or “Patent Pending” refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 5.0 PERFORMANCE Sprinkler is to be installed and designed as per NFPA, FM Datasheets, or any local standards. 6.0 NOTIFICATIONS WARNING • Read and understand all instructions before attempting to install any Victaulic products. • Always verify that the piping system has been completely depressur- ized and drained immediately prior to installation, removal, adjust- ment, or maintenance of any Victaulic products. • Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. • These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. • The installer shall understand the use of this product and why it was specified for the particular application. • The installer shall understand common industry safety standards and potential consequences of improper product installation. • It is the system designer's responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. • The material specifier shall evaluate the effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS Ratings: All glass bulbs are rated for temperatures from -67°F/-55°C. 6 victaulic.com Agency Listings WFDTH Waterflow Detector The System Sensor WFDTH Retard T-Tap Waterflow Detector is designed for primary signaling in residential systems and fits within 2×4 stud wall construction. Features • Residential sprinkler systems • Sealed retard mechanism • Visual switch activation • Rugged, dual SPDT switches enclosed in a durable terminal block • Easy to install and maintain design • Vertical or horizontal mount • Field replaceable retard mechanism and switch assembly • Twelve different flexible paddles • Durable, tamper resistant enclosure • Two conduit openings • Handy depth gauge • Accommodates up to 12 AWG wire • 100% synchronization fires alarm panel and local bell simultaneously The WFDTH fits any tee that has a 1˝ NPT branch, including: 1˝, 1¼˝, 1½˝, and 2˝ NPT threaded ferrous and brass tees; 1˝, 1¼˝, 1½˝ and 2˝ copper sweat tees; Central, Spears®, and Victaulic® brand 1˝ CPVC tees; and 1½˝ polybutylene tees. Design. The design of the WFDTH makes it easy to install and simple to maintain. It can be mounted in the vertical or horizontal position. Two conduit openings permit easy attachment to the local alarm system. The retard mechanism and switch assembly are field- replaceable. Features. Twelve different flexible paddles fit 1˝, 1¼˝, 1½˝, and 2˝ tees. Sizes are marked clearly on the paddle for ease of installation. Plastic paddles slip over the actuating lever and are securely fastened with one screw. The handy depth gauge insures the proper installation depth and clearance of the detector to the tee. Construction. The WFDTH includes a durable and tamper resistant enclosure. Its sealed retard assures that the delay mechanism is not contaminated by dust and dirt when the cover is removed. The long lasting cover completely encloses the electrical components to further keep out dust and dirt. Improved self-guiding security screws and removal tools make detectors resistant to tampering and simplify field maintenance. S739 CS169 167-93-E7770-1653:114 3033305 3825 Ohio Avenue • St. Charles, IL 60174 Phone: 800-SENSOR2 • Fax: 630-377-6495 ©2010 System Sensor. Product specifications subject to change without notice. Visit systemsensor.com for current product information, including the latest version of this data sheet. A05-0941-008 • 7/10 • #2451 Electrical Connections Ordering Information UL Model No.ULC/Canadian Model No.Description WFDTH WFDTHA Waterflow Detector, Fits 1˝, 1¼˝, 1½˝, 2˝ ferrous and brass threaded tees; 1˝, 1¼˝, 1½˝, 2˝ copper sweat tees; 1˝ CPVC tees; and 1½˝ polybutylene tees Accessories A77-01-02 Replacement terminal block for WFDTH S07-66002 Replacement tamper screws for covers of WFDTH PRK9 Replacement paddle kit – 12 paddles for WFDTH (see WFDTH for sizes included) WFDW Replacement tamper proof wrench for cover of WFDTH A3008-00 Replacement retard mechanism C58-0009-000 Replacement metal cover Spears® is a registered trademark of the Spears Manufacturing Company. Victaulic® is a registered trademark of the Victaulic Company of America. WFDTH Specifications Architectural/Engineering Specifications Model shall be a WFDTH as manufactured by System Sensor. T-tap waterflow detectors shall be installed on a tee that has a 1˝ NPT branch including: 1˝, 1¼˝, 1½˝, or 2˝ threaded ferrous or brass tee; 1–2˝ copper sweat tees; Central, Spears®, and Victaulic® brand 1˝ CPVC tees; or 1½˝ polybutylene tee as designated on the drawings and/or as specified herein. Detectors shall mount on any clear pipe span of the appropriate size, either a vertical or horizontal run at least 6˝ from any fittings or valves which may change water direction, flow rate, or pipe diameter or no closer than 24˝ from a valve or drain. Detectors shall have a sensitivity in the range of 4 to 10 gallons per minute and a static pressure rating of 250 psi. The retard t-tap detector shall be a sealed mechanical pneumatic unit with visual indication of actuation. The actuation mechanism shall include a polyethylene vane inserted through the tee fitting and connected by a mechanical linkage to the delay mechanism. Outputs shall consist of dual SPDT switches (Form C contacts). Two conduit entrances (one of which is a knockout type) for standard fittings of commonly used electrical conduit shall be provided on the detectors. A grounding provision is provided. WFDTH is listed by Underwriters Laboratories for indoor use. Delay Adjustment Dial + + – – SSM24-X SSV120-X NOTE: COMMON AND B-NO CONNECTIONS WILL CLOSE WHEN VANE IS DEFLECTED, I.E., WHEN WATER IS FLOWING. DUAL SWITCHES PERMIT APPLICATIONS TO BE COMBINED ON A SINGLE DETECTOR. BREAK WIRE AS SHOWN FOR SUPERVISION OF CONNECTION. DO NOT ALLOW STRIPPED WIRE LEADS TO EXTEND BEYOND SWITCH HOUSING. DO NOT LOOP WIRES. POWER 24VDC OR 120VAC INITIATING LOOP UL-LISTED COMPATIBLE CONTROL PANEL CONTACT RATINGS 125/250 VAC 24 VDC 10 AMPS 2.5 AMPS SCHEMATIC OF INDIVIDUAL SWITCH IN “NO WATERFLOW” CONDITION SUGGESTED EOL RESISTOR B-NO COM A-NC Delay adjustment dial NOTE: Retard time may exceed 90 seconds. Adjust and verify that time does not exceed 90 seconds.55700154530TIME D E L AY IN SECOND SNUMBER O N D I A L IS APPROXIM A T E Physical/Operating Specifications Static Pressure Rating 250 PSI (max.)Operating Temperature Range 32°F to 120°F (0°C to 49°C) Maximum Surge 18 FPS Enclosure Rating UL listed for indoor use Triggering Threshold Bandwidth (Flow Rate) 4–10 GPM Cover Tamper Switch Canadian models only, factory installed Overall Dimensions, Installed 4.5˝ H × 3.55˝ W × 6.7˝ L (11.4cm H × 9cm W × 17cm L) Service Use Automatic Sprinkler: NFPA 13 One or Two Family Dwelling: NFPA 13D Residential Occupancies up to 4 Stories: NFPA 13R National Fire Alarm Code: NFPA 72 Contact Ratings Two sets of SPDT (Form C) 10.0 A @ 125/250 VAC 2.5 A @ 24 VDC Shipping Weight 2.6 lbs. (1.2 kg.) Compatible Tee Fittings Threaded ferrous and brass tees, copper sweat tees, CPVC tees, and polybutylene tees Warranty 3 years Conduit Entrances Two openings for ½˝ conduit.U.S. Patent Numbers 3,845,259; 4,782,333; 5,213,205 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9DATE: 7/11/2022ENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD CALC.SDFJOB TITLE: WATER SUPPLY ANALYSISStatic: 69.26 psi Resid: 20.00 psi Flow: 750.0 gpm-14.70.010.020.030.040.050.060.070.080.0160240320400480560640720800FLOW (GPM)Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the sourceGAUGE PRESSURE (psi)A12BLEGEND1Available pressure69.12 psi @ 31.5 gpm2Required pressure 41.78 psi @ 31.5 gpmA. Source Supply CurveB. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10DATE: 7/11/2022ENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD CALC.SDFJOB TITLE: WATER SUPPLY CURVE 72+ | 0\ | \ 66+ \ | \ | \ | \ 60+ \\ | \ | \ | \ 54+ \ | \ | \ | \\ P 48+ \ R | \ E | \ S | \ S 42X \ U | \\ R | \ E | \ 36+ \ ( | \ P | \ S | \ I 30+ \\ ) | \ | \ | \ 24+ \ | \ | \ | * <-20.0 psi @ 750 gpm 18+ Flow Test Point | | |============================== 12+ LEGEND " | " | X = Required Water Supply " | 41.78 psi @ 31.5 gpm " 6+ " | 0 = Available Water Supply " | 69.12 psi @ 31.5 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) RESIDENTIAL FIRE SYSTEMS, INC. 8085 EAST CRYSTAL DRIVE ANAHEIM, CA. 92807 HYDRAULIC CALCULATIONS FOR BORQUEZ RESIDENCE FIRST FLOOR 1HD CALC AT GUEST BATH 7 FILE NUMBER: 14340 DATE: JUL 11, 2022 -DESIGN DATA- OCCUPANCY CLASSIFICATION: NFPA 13D, 2016 EDITION DENSITY: 0.05 gpm/sq. ft. AREA OF APPLICATION: 400.0 sq. ft. COVERAGE PER SPRINKLER: 400.0 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 1 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 21.0 gpm TOTAL WATER REQUIRED (including hose): 26.0 gpm FLOW AND PRESSURE (@ BOR): 21.0 gpm @ 36.7 psi REQUIRED PRESSURE (@ SRC): 45.6 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMS, INC DESIGN/LAYOUT BY: RUBI G. AUTHORITY HAVING JURISDICTION: CITY OF LA QUINTA CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 7/11/2022ENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD CALC.SDFJOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 69.3 20.0 750.0 69.2 26.0 45.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 5.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 21.0 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 10.5 - - - - 19.9 - - -2 9.5 - - - - 20.3 - - -3 9.5 - - - - 20.0 - - -4 10.5 - - - - 19.6 - - -5 9.5 - - - - 20.0 - - -6 9.5 K= 4.90 18.4 21.07 10.0 - - - - 21.9 - - -8 17.6 - - - - 19.0 - - -9 17.6 - - - - 20.4 - - -10 10.0 - - - - 25.6 - - -11 10.0 - - - - 25.8 - - -12 18.5 - - - - 22.3 - - -13 18.5 - - - - 22.4 - - -14 18.5 - - - - 22.9 - - -15 18.5 - - - - 23.3 - - -16 18.5 - - - - 23.5 - - -17 18.5 - - - - 22.5 - - -18 18.5 - - - - 22.5 - - -19 9.0 - - - - 28.2 - - -20 9.0 - - - - 27.7 - - -21 11.0 - - - - 25.6 - - -22 11.0 - - - - 25.3 - - -23 12.0 - - - - 23.6 - - -24 11.0 - - - - 22.7 - - -25 17.6 - - - - 19.5 - - -26 17.6 - - - - 19.0 - - -27 10.0 - - - - 21.0 - - -28 11.0 - - - - 20.3 - - -TR 9.0 - - - - 28.9 - - -FS 5.0 - - - - 31.4 - - -FS1 5.0 - - - - 34.4 - - -BR 2.0 - - - - 36.7 - - -U1 2.0 HOSE STREAM 37.2 5.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 7/11/2022ENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD CALC.SDFJOB TITLE: NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) U2 -2.0 - - - - 39.4 - - -M -2.0 - - - - 40.5 - - -M1 -2.0 - - - - 43.5 - - -SRC -4.0 SOURCE 45.6 26.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 7/11/2022ENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD CALC.SDFJOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 0.0 1.101 PL 21.83 PF 0.01 10.5 0.0 19.9 0.0 0.0 150 FTG 3F6ER PE 0.42 9.5 0.0 20.3 0.0 0.000 TL 55.83 PV Pipe: 2 7.9 1.101 PL 12.25 PF 0.32 9.5 0.0 20.3 0.0 2.7 150 FTG 2FT2R PE 0.03 9.5 0.0 20.0 0.0 0.012 TL 21.25 PV Pipe: 3 0.0 1.101 PL 10.50 PF 0.03 9.5 0.0 20.0 0.0 0.0 150 FTG 2F4ET PE -0.44 10.5 0.0 19.6 0.0 0.000 TL 37.50 PV Pipe: 4 7.9 1.101 PL 2.50 PF 0.03 9.5 0.0 20.0 0.0 2.7 150 FTG R PE 0.05 9.5 0.0 20.0 0.0 0.012 TL 3.50 PV Pipe: 5 21.0 1.101 PL 5.66 PF 1.65 9.5 0.0 20.0 0.0 7.1 150 FTG F2ET PE 0.06 9.5 4.9 18.4 21.0 0.074 TL 21.66 PV Pipe: 6 -13.1 1.101 PL 48.50 PF 2.15 9.5 0.0 20.0 0.0 4.4 150 FTG 6F2E4R PE -0.27 10.0 0.0 21.9 0.0 0.031 TL 68.50 PV Pipe: 7 -13.1 1.101 PL 8.16 PF 0.47 10.0 0.0 21.9 0.0 4.4 150 FTG ER PE -3.38 17.6 0.0 19.0 0.0 0.031 TL 14.16 PV Pipe: 8 -13.1 1.101 PL 28.50 PF 1.48 17.6 0.0 19.0 0.0 4.4 150 FTG 4F2E2R PE 0.09 17.6 0.0 20.4 0.0 0.031 TL 44.50 PV Pipe: 9 -13.1 1.101 PL 35.75 PF 1.99 17.6 0.0 20.4 0.0 4.4 150 FTG 5F3E5R PE 3.310 10.0 0.0 25.6 0.0 0.031 TL 60.75 PV Pipe: 10 -9.2 1.101 PL 4.50 PF 0.210 10.0 0.0 25.6 0.0 3.1 150 FTG T2R PE 0.011 10.0 0.0 25.8 0.0 0.016 TL 11.50 PV Pipe: 11 -9.2 1.101 PL 10.00 PF 0.211 10.0 0.0 25.8 0.0 3.1 150 FTG E PE -3.712 18.5 0.0 22.3 0.0 0.016 TL 15.00 PV Pipe: 12 -9.2 1.101 PL 2.50 PF 0.112 18.5 0.0 22.3 0.0 3.1 150 FTG E PE 0.013 18.5 0.0 22.4 0.0 0.016 TL 7.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 7/11/2022ENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD CALC.SDFJOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -6.3 1.101 PL 34.00 PF 0.413 18.5 0.0 22.4 0.0 2.1 150 FTG 4FET6R PE 0.014 18.5 0.0 22.9 0.0 0.008 TL 54.00 PV Pipe: 14 -6.3 1.101 PL 38.75 PF 0.514 18.5 0.0 22.9 0.0 2.1 150 FTG 5F2E4R PE 0.015 18.5 0.0 23.3 0.0 0.008 TL 57.75 PV Pipe: 15 -13.8 1.101 PL 1.00 PF 0.215 18.5 0.0 23.3 0.0 4.7 150 FTG T PE 0.016 18.5 0.0 23.5 0.0 0.034 TL 6.00 PV Pipe: 16 7.6 1.101 PL 46.58 PF 0.815 18.5 0.0 23.3 0.0 2.6 150 FTG 6FET6R PE 0.017 18.5 0.0 22.5 0.0 0.011 TL 68.58 PV Pipe: 17 4.6 1.101 PL 8.08 PF 0.117 18.5 0.0 22.5 0.0 1.6 150 FTG FT PE 0.018 18.5 0.0 22.5 0.0 0.005 TL 14.08 PV Pipe: 18 3.0 1.101 PL 37.00 PF 0.117 18.5 0.0 22.5 0.0 1.0 150 FTG 5F2E4R PE 0.013 18.5 0.0 22.4 0.0 0.002 TL 56.00 PV Pipe: 19 -13.8 1.101 PL 10.00 PF 0.516 18.5 0.0 23.5 0.0 4.7 150 FTG E PE 4.119 9.0 0.0 28.2 0.0 0.034 TL 15.00 PV Pipe: 20 -13.8 1.101 PL 9.50 PF 0.719 9.0 0.0 28.2 0.0 4.7 150 FTG FET PE 0.0TR 9.0 0.0 28.9 0.0 0.034 TL 20.50 PV Pipe: 21 7.2 1.101 PL 57.75 PF 1.2TR 9.0 0.0 28.9 0.0 2.4 150 FTG 8F9ET4R PE 0.020 9.0 0.0 27.7 0.0 0.010 TL 119.75 PV Pipe: 22 7.2 1.101 PL 56.25 PF 1.220 9.0 0.0 27.7 0.0 2.4 150 FTG 5F9ET4R PE -0.921 11.0 0.0 25.6 0.0 0.010 TL 115.25 PV Pipe: 23 -4.6 1.101 PL 11.50 PF 0.121 11.0 0.0 25.6 0.0 1.6 150 FTG 2ET PE -3.218 18.5 0.0 22.5 0.0 0.005 TL 26.50 PV Pipe: 24 11.8 1.101 PL 10.33 PF 0.321 11.0 0.0 25.6 0.0 4.0 150 FTG F2R PE 0.022 11.0 0.0 25.3 0.0 0.026 TL 13.33 PV Pipe: 25 3.8 1.101 PL 25.50 PF 0.122 11.0 0.0 25.3 0.0 1.3 150 FTG 4F2T3R PE 0.410 10.0 0.0 25.6 0.0 0.003 TL 42.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 7/11/2022ENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD CALC.SDFJOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 7.9 1.101 PL 64.66 PF 1.322 11.0 0.0 25.3 0.0 2.7 150 FTG 8F4E9R PE -0.423 12.0 0.0 23.6 0.0 0.012 TL 101.66 PV Pipe: 27 7.9 1.101 PL 47.25 PF 1.323 12.0 0.0 23.6 0.0 2.7 150 FTG 6F9E8R PE 0.424 11.0 0.0 22.7 0.0 0.012 TL 106.25 PV Pipe: 28 7.9 1.101 PL 14.25 PF 0.324 11.0 0.0 22.7 0.0 2.7 150 FTG 2ER PE -2.925 17.6 0.0 19.5 0.0 0.012 TL 25.25 PV Pipe: 29 7.9 1.101 PL 27.33 PF 0.525 17.6 0.0 19.5 0.0 2.7 150 FTG 4F2E2R PE 0.026 17.6 0.0 19.0 0.0 0.012 TL 43.33 PV Pipe: 30 7.9 1.101 PL 62.16 PF 1.326 17.6 0.0 19.0 0.0 2.7 150 FTG 8F6E9R PE 3.327 10.0 0.0 21.0 0.0 0.012 TL 109.16 PV Pipe: 31 7.9 1.101 PL 8.50 PF 0.227 10.0 0.0 21.0 0.0 2.7 150 FTG 2ER PE -0.428 11.0 0.0 20.3 0.0 0.012 TL 19.50 PV Pipe: 32 7.9 1.101 PL 26.00 PF 0.628 11.0 0.0 20.3 0.0 2.7 150 FTG 4F4E2R PE 0.62 9.5 0.0 20.3 0.0 0.012 TL 52.00 PV Pipe: 100 -21.0 1.101 PL 5.00 PF 0.8TR 9.0 0.0 28.9 0.0 7.1 150 FTG ER PE 1.7FS 5.0 0.0 31.4 0.0 0.074 TL 11.00 PV Pipe: 101 FIXED PRESSURE LOSS DEVICEFS1 5.0 0.0 34.4 0.0 3.0 psi, 21.0 gpmFS 5.0 0.0 31.4 0.0 Pipe: 102 -21.0 1.101 PL 4.00 PF 1.0FS1 5.0 0.0 34.4 0.0 7.1 150 FTG RC PE 1.3BR 2.0 0.0 36.7 0.0 0.074 TL 13.00 PV Pipe: 103 -21.0 1.055 PL 3.00 PF 0.5BR 2.0 0.0 36.7 0.0 7.7 150 FTG E PE 0.0U1 2.0 H.S. 37.2 5.0 0.092 TL 6.00 PV Pipe: 104 -26.0 1.505 PL 6.00 PF 0.5U1 2.0 H.S. 37.2 5.0 4.7 150 FTG ET PE 1.7U2 -2.0 0.0 39.4 0.0 0.024 TL 19.00 PV Pipe: 105 -26.0 2.003 PL 149.75 PF 1.1U2 -2.0 0.0 39.4 0.0 2.6 150 FTG 3E PE 0.0M -2.0 0.0 40.5 0.0 0.006 TL 176.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7DATE: 7/11/2022ENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD CALC.SDFJOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 106 FIXED PRESSURE LOSS DEVICEM1 -2.0 0.0 43.5 0.0 3.0 psi, 26.0 gpmM -2.0 0.0 40.5 0.0 Pipe: 107 -26.0 1.481 PL 21.00 PF 1.2M1 -2.0 0.0 43.5 0.0 4.8 150 FTG TX PE 0.9SRC -4.0 SRCE 45.6 (N/A) 0.026 TL 47.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64623334 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.090 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 7.7 ft/sec at pipe 103. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 69.11 psi with a flow of 32.71 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: STANDARD.PIP PAGE: F MATERIAL: CPVC HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G 45 El Tee RunT Kplg ChkVlv Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 2.003 2.00 9.00 10.00 1.00 1.00 17.00 3.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8DATE: 7/11/2022ENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD CALC.SDFJOB TITLE: PAGE: K MATERIAL: CT-K HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N X Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee AngVlv 1.481 4.00 8.00 2.00 3.00 0.50 9.00 0.00 8.00 18.00 PAGE: L MATERIAL: CT-L HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee 1.505 4.00 9.00 2.00 3.00 0.50 10.00 0.00 9.00 PAGE: M MATERIAL: CT-M HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee 1.055 3.00 7.00 1.00 2.00 0.00 8.00 0.00 7.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9DATE: 7/11/2022ENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD CALC.SDFJOB TITLE: WATER SUPPLY ANALYSISStatic: 69.26 psi Resid: 20.00 psi Flow: 750.0 gpm-14.70.010.020.030.040.050.060.070.080.0160240320400480560640720800FLOW (GPM)Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the sourceGAUGE PRESSURE (psi)A12BLEGEND1Available pressure69.16 psi @ 26.0 gpm2Required pressure 45.58 psi @ 26.0 gpmA. Source Supply CurveB. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10DATE: 7/11/2022ENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD CALC.SDFJOB TITLE: WATER SUPPLY CURVE 72+ | 0\ | \ 66+ \ | \ | \ | \ 60+ \\ | \ | \ | \ 54+ \ | \ | \ | \\ P 48+ \ R | \ E X \ S | \ S 42+ \ U | \\ R | \ E | \ 36+ \ ( | \ P | \ S | \ I 30+ \\ ) | \ | \ | \ 24+ \ | \ | \ | * <-20.0 psi @ 750 gpm 18+ Flow Test Point | | |============================== 12+ LEGEND " | " | X = Required Water Supply " | 45.58 psi @ 26.0 gpm " 6+ " | 0 = Available Water Supply " | 69.16 psi @ 26.0 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org August 15, 2022 Residential Fire Systems INC 8085 E Crystal Drive Anaheim, CA 92807 Re: Residential Fire Sprinkler Plan Review – BORQUEZ – MADISON CLUB – LOT 9 FSS2022-0266 / 81281 COLUMBUS WAY, LA QUINTA, CA 92253 The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions. Permanently marked identification signs shall be attached to all control valves. The following inspections/tests are required to be witnessed by Office of the Fire Marshal Staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure. *No jacketed electrical and data wiring shall be in contact with, nor have the potential to contact CPVC piping once insulation is installed. (b) Final inspection The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 48 hours in advance and may be arranged by calling (760)777-7131. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Kohl Hetrick - Fire Safety Specialist 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131 RIVERSIDE COUNTY FIRE PROTECTION PLANNING RECORD OF INSPECTIONS / PERMIT CARD THIS CARD IS TO REMAIN ON SITE AT ALL TIMES. INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE. JOB ADDRESS: 81281 COLUMBUS WAY PERMIT#: FSS2022-0266 DATE ISSUED: 8/15/2022 DESCRIPTION: BORQUEZ – MADISON CLUB – LOT 9 CONTRACTOR: RESIDENTIAL FIRE SYSTEMS INC. HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS Thrust block pre-pour Door fan test UG rough piping Abort test UG hydro Mechanical shutdown Flush Detector test Final E F Deluge/pre-action SPRINKLER U.G. Final E F Thrust block pre-pour UST/AST TANK UG rough piping Installation UG hydro Removal Flush Emergency shut off Final E F Primary piping FIRE SPRINKLER Secondary piping Weld inspection Dispensers & shear valves Overhead rough piping Final E F Overhead hydro MISC. INSPECTIONS UG flush / OK to connect Spray booths Main drain/inspectors’ test Hood/duct extinguishing High pile storage High pile rack storage In-rack sprinklers H.P. vents/access/corridors Hose racks Tract access/hydrant verification Final E F Access & Address verification HOOD EXTINGUISHING OTHER CONST. PERMIT Detection system Function test Gas/electrical shut-off Nozzle model/placement Fire alarm connection Final E F SPRAY BOOTHS FIRE CODE PERMIT(S) Installation Air flow test Mechanical interlock Extinguishing system Fire alarm connection Final E F FIRE ALARM KNOX SYSTEM Rough-wire inspection Building Knox box Function test Gate access Knox box/padlock Duct detectors/velocity BUILDING INSPECTIONS 24 hr. battery test T/I final Sprinkler monitoring Shell final Final E F Final for occupancy FINAL INSPECTION DATE: INSPECTORS SIGNATURE: **WHEN CALLING FOR AN INSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ON REVERSE SIDE** 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131 INSPECTION NOTES 1. Sway bracing and hangers will be inspected at the time of rough piping inspection. 2. All required hydrostatic pressure tests shall maintain 200 psi for a 2-hour duration. (EX: Residential Fire Sprinkler Systems) 3. Fire sprinkler system remodels: if indicated on plans or this card, a hydrostatic pressure test shall be required. 4. All underground joints and thrusts blocks shall be exposed and readily visible during the hydrostatic test. 5. Contractor shall supply all testing equipment, access and operating instructions at time of test. 6. All systems shall be inspected, tested, and approved by a Fire Inspector before any work is started that may cause the affected system to be covered or hidden. POLICIES ON FIELD INSPECTIONS A. INSPECTION REQUESTS: Inspections are made subject to availability. Please have the permit number available when scheduling inspections. For City of La Quinta inspections call: (760) 777-7131. B. APPROVED PLANS: Shall be kept on the job site at all times that work is in progress. Work shall NOT commence without approved plans. C. INSPECTION REQUESTS: As required by the California Fire Code, the appropriate installing contractor shall be required to schedule the necessary inspections and be present on site for inspections. D. RE-INSPECTIONS: Will be charged against a permit when an inspection has failed, is not ready, the responsible party not on site or where previously noted corrections have not been completed. E. COMMODITIES: Unless otherwise noted on approved plans or letter of conditions, no commodities shall be entered into the structure until clearance has been granted by the Fire Dept and Building Official. F. OCCUPANCY: Buildings shall NOT be occupied by persons other than construction workers until a Final Fire Clearance has been granted by the Fire Dept and a Certificate for Occupancy has been issued by the Building Official. INSPECTION NOTES: THIS CARD IS REQURIED TO BE POSTED AT THE CONSTRUCTION SITE. THIS CARD AND APPROVED PLANS MUST BE AVAILABLE AT THE CONSTRUCTION SITE FOR ALL INSPECTIONS. THIS PERMIT SHALL EXPIRE AND BECOME NULL AND VOID IF THE WORK AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS OR MORE. THIS PERMIT IS FOR FIRE DEPARTMENT APPROVAL ONLY AND DOES NOT INTEND TO ABROGATE MORE RESTRICTIVE REQUIREMENTS OF OTHER AGENCIES HAVING RESPONSIBILITY.