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FSS2022-0393
ADDITIONAL 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@RESFIR E.COM CONTRACTOR RESIDENTIAL FIRE SYSTEMS INC 8085 E CRYSTAL DRIVE ANAHEIM CA 92807 (714)666-8450 ENGINEERING@RESFIR E.COM OWNER CRAIG AND CATHERINE MILLER 5889 JEB SMITH ROAD HIDDEN HILLS CA 91302 (714)666-8450 CONDITIONS Description: MILLER / BRES2021-0838 / FIRE SPRINKLERS Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: ISSUED Applied: 11/1/2022 ECON Parcel No: 767690012 Site Address: 81436 AMUNDSON AVE LA QUINTA,CA 92253 Approved: 11/28/2022 RWI Subdivision: TR 33076-2 Block: Lot: 20 Issued: 5/17/2023 ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $23,790.00 Occupancy Type: Construction Type: Expired: 11/15/2023 LRO No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: FINANCIAL INFORMATION Printed: Wednesday, July 19, 2023 4:27:47 PM 1 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0393 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD HYRO LRO 5/3/2023 5/3/2023 APPROVED OVERHEAD ROUGH PIPING LRO 5/3/2023 5/3/2023 DISAPPROVE D See Notes Sprinkler head coverage missing in outdoor living/dining room area. Will also need Revised Plans and Calcs for updated changes noted in the inspection notes in attachments. OVERHEAD ROUGH PIPING LRO 5/19/2023 5/19/2023 APPROVED All Corrections made. DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE FAILED OR ADDITIONAL FIELD INSPECTIONS (EXCESSIVE) EACH 101-0000-42421 0 $175.00 $175.00 5/17/23 WEB15182 872103889 CREDIT 786965 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $250.00 $250.00 1/19/23 WEB14095 790676591 CREDIT 786965 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $250.00 $250.00 1/19/23 WEB14095 790676591 CREDIT 786965 ECON Total Paid for FIRE FEES: $675.00 $675.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 1/19/23 WEB14095 790676591 CREDIT 786965 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $8.00 $8.00 1/19/23 WEB14095 790676591 CREDIT 786965 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $8.00 $8.00 TOTALS:$694.00 $694.00 Printed: Wednesday, July 19, 2023 4:27:47 PM 2 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0393 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 11/1/2022 Etrakit Contractor 1ST SUBMITTAL Fire Sprinkler Plans 14368 Miller Residence FSP-RG.pdf 1 DOC 11/1/2022 Etrakit Contractor 1ST SUBMITTAL Hydraulic Calculations Calcs.pdf 1 DOC 11/1/2022 Etrakit Contractor 1ST SUBMITTAL Specification Sheets Specs.pdf 1 DOC 5/4/2023 KOHL HETRICK FSS2022-0393 - Calcs Delta 2.pdf FSS2022-0393 - Calcs Delta 2.pdf 1 DOC 5/4/2023 KOHL HETRICK FSS2022-0393 - AS- BUILTS.pdf FSS2022-0393 - AS- BUILTS.pdf 1 DOC 5/18/2023 KOHL HETRICK FSS2022-0393 - AS- BUILTS - APPROVED.pdf FSS2022-0393 - AS- BUILTS - APPROVED.pdf 1 DOC 5/4/2023 LEILANI ROJAS FSS2022-0393 Miller Res Insp Notes 5-3-23 LMR.pdf FSS2022-0393 Miller Res Insp Notes 5-3-23 LMR.pdf 1 DOC 11/28/2022 REBECCA WINSCOTT LQ FSS2022-0393 Miller Residence COA.pdf LQ FSS2022-0393 Miller Residence COA.pdf 1 BOND INFORMATION REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST FIRE - ETRAKIT (2 WK) REBECCA WINSCOTT 11/1/2022 11/15/2022 11/28/2022 APPROVED 1ST PERMIT TECH – ETRAKIT (1 DAY) PERMIT TECH BUCKET 11/1/2022 11/2/2022 11/1/2022 COMPLETE 2ND FIRE (1 WK)KOHL HETRICK 5/1/2023 5/8/2023 5/24/2023 APPROVED REVISED PLANS/CALCS PARENT PROJECTS Printed: Wednesday, July 19, 2023 4:27:47 PM 3 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0393 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 11/28/2022 REBECCA WINSCOTT LQ FSS2022-0393 Miller Residence (APPROVED).pdf LQ FSS2022-0393 Miller Residence (APPROVED).pdf 1 Printed: Wednesday, July 19, 2023 4:27:47 PM 4 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0393 A.A.TRMILLER RESIDENCE81-436 AMUNDSON AVENUELA QUINTAPROPOSED FIREBELL LOCATIONPROPOSED FIRERISER LOCATION1" WATER METERM1MSRCWATER MAIN U2AMUNDSON AVENUE 1-1/2" PVC 215'-0"1" COPPER K7'-0"2/14/23DEVELOPER:PROJECT TEAM:PROJECT DESIGNER:R.F.S. 2nd REVIEW:RUBEN H.PROJECT SUPERVISOR:SCALE:SHEET:JOB #DATE:SHEET TITLE:R.F.S. 1st REVIEW:MILLER RESIDENCE 81436 AMUNDSON AVENUE LA QUINTA, CA 92253 APN: 779-410-011 TRACT: 33076-2 LOT: 20RUBI G.RUBI G.RUBEN H.1436811/01/20225/1/23---------09.09.164325DATEDELTA1REVISIONSDATED BACKGROUNDS ;ARCH :INT. DECO. :ELEC :STRUCT :11/05/21NONE AVAILABLE03/01/2002/08/22CIVIL:FIRE MASTER :MECH :PLUMB :04/02/20NONE AVAILABLENONE AVAILABLENONE AVAILABLERESIDENTIAL FIRESYSTEMS INC.C-16 # 786965EXP. 11/30/22LICENSE STAMP : STATE OF CALI F O R NIA F IRE P R O T ECTION CONTRACTORMICHAEL JEHA CONSTRUCTION53320 VIA PALACIALA QUINTA, CA 92253THE 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 : INSTALLATION REDLINESREVISED HEADS IN GARAGETO FLAT CONCEALED.SITE PLAN & RCCE1/8" = 1'-0"FS-02NORTHSCALE:SITE PLAN1/8" = 1'-0" DRIVE AREAFIREPLACEJJWPSDCOSHOWERFIREPLACEKITCHEN12'-0" CLG.MASTERSUITE10'-0" CLG.HEAT ZONEMASTERBATH10'-0" CLG.W/C10'-0" CLG.19.81 ft²W/C10'-0" CLG.21.06 ft²HER CLO.10'-0" CLG.111.08 ft²SHOWER10'-0" CLG.34.06 ft²MASTERHALL10'-0" CLG.HIS CLO.10'-0" CLG.145.05 ft²HIDDENKITCHEN10'-0" CLG.LAUNDRY10'-0" CLG.MECH.10'-0" CLG.63.23 ft²LIVING12'-0" CLG.ELEC.10'-0" CLG.22.00 ft²PWDR.10'-0" CLG.60.38 ft²W/C10'-0" CLG.21.63 ft²WINE10'-0" CLG.42.75 ft²DINING10'-0" CLG.10'-0" CLG.STOR.10'-0" CLG.15.97 ft²CLO.10'-0" CLG.15.97 ft²BATH10'-0" CLG.54.30 ft²W/C10'-0" CLG.13.52 ft²BED #210'-0" CLG.CLO.10'-0" CLG.16.23 ft²W/C10'-0" CLG.17.72 ft²BATH10'-0" CLG.43.34 ft²2'-9"SHOWER10'-0" CLG.20.28 ft²A.A.MECH.10'-0" CLG.57.07 ft²GARAGE10'-0" CLG.CARTGARAGE10'-0" CLG.CLOSET10'-0" CLG.30.17 ft²2'-11"BED #310'-0" CLG.WORKOUT10'-0" CLG.MECH.10'-0" CLG.36.58 ft²STOR.10'-0" CLG.25.99 ft²BATH10'-0" CLG.48.17 ft²COURTYARDOPEN TO SKYGUEST BED#210'-0" CLG.BATH10'-0" CLG.114.18 ft²W/C10'-0" CLG.15.87 ft²CLO.10'-0" CLG.39.78 ft²STORAGE10'-0" CLG.76.41 ft²W/H10'-0" CLG.10.47 ft²POOLBATH10'-0" CLG.42.10 ft²MECH.10'-0" CLG.36.58 ft²STOR.10'-0" CLG.10.38 ft²CLO.10'-0" CLG.42.98 ft²2'-7"SHOWER10'-0" CLG.33.19 ft²BATH10'-0" CLG.81.26 ft²W/C10'-0" CLG.23.16 ft²GUEST BED#110'-0" CLG.OUTDOORLIVING12'-0" CLG.OPEN TO EXTERIOROUTDOORDINING12'-0" CLG.OPEN TO EXTERIORFIREPLACEBAR12'-0" CLG.HEAT ZONEFOYER12'-0" CLG.123456RN2'RN2'RN2'RN2'RN2'RN2'RN2'217891011TR122015161718198'-0"11'-2"2'-5"2'-5"13'-0"2'-5"5'-3"8'-0"2'-11"9'-4"7'-7"7'-11"9'-0"4'-10"2'-0"6'-10"2'-0"6'-3"14'-5"2'-2"4'-1"4'-1"6 ft²2'-6"2'-4"6'-4"5'-8"HEAT ZONEHEAT ZONE6'-0"13'-3"6'-5"6'-6"14'-0"9'-9"14'-8"11'-5"4'-0"3'-10"13'-0"13'-9"2'-11"3'-7"2'-5"4'-11"4'-2"16'-0"4'-0"5'-10"6'-5" 6'-7"3'-8"4'-10"4'-4"7'-3"2'-3" 0'-6"9'-9"6'-7"4'-6"11'-9"15'-9"12'-11"4'-6"7'-5"16'-0"8'-0"6'-7"16'-0"15'-11"4'-6"3'-9"4'-2"2'-7"10'-0"2'-5"10'-11"4'-2"1'-8"1'-8"5'-11"5'-11"5'-0"2'-3"1 ft²3'-10"9'-0"3'-9"7'-4"12'-9"5'-6"7'-0"8'-0"6'-6"7'-3"6'-4"4'-5"2'-6"5'-7"3'-2" 2'-11"3'-5"14'-8"11'-5"4'-0"6'-3"12'-4"2'-11"2'-6"14'-9"2'-8"7'-5"6'-10"4'-9"3'-6"2'-5"1'-9"5'-1"4'-4"5'-7"8'-11"6'-2"8'-4"8'-3"2'-6" 8'-0"INSP. TESTSHO.10'-0" CLG.18.74 ft²16'-0"11'-0"16'-0"4'-0"3'-1"14'-8"6'-9"1'-11"16'-0"1'-11"8'-1"6'-1"225'-10"5'-0" 2'-11"2'-11"227'-1"8'-0"2'-7"10'-1"6'-11"6'-2"RNRNRN7'RN10'11'-5" 2'-11"11'-0"2'-11"2'-2"2'-2"2'-11"6'-0"226'-4"5'-7"11'-11"2'-6"3'-3"2227'-3"2'-11"2LINE OF PLATFORM ABOVE5'-0"2'-0" 4'-9" 6'-3"131426'-10"5'-11"39'-0"HEAT ZONE14'-0"6'-8"14'-0"2'-10"1'-6"5' -10 "7' -11 "5'-10"HEADS TO BE 286°Q.R. RECESSED PENDENTS5'-8"8'-4"11'-3"2'-2" 1 0 ' - 4 " 8' - 6 " 2'-3" 6 ' - 4 "6'-4"5' -10 "5'-10"HEAD TO BE 175°RECESSED PENDENT2/14/23DEVELOPER:PROJECT TEAM:PROJECT DESIGNER:R.F.S. 2nd REVIEW:RUBEN H.PROJECT SUPERVISOR:SCALE:SHEET:JOB #DATE:SHEET TITLE:R.F.S. 1st REVIEW:MILLER RESIDENCE 81436 AMUNDSON AVENUE LA QUINTA, CA 92253 APN: 779-410-011 TRACT: 33076-2 LOT: 20RUBI G.RUBI G.RUBEN H.1436811/01/20225/1/235/8/23INSPECTION CORRECTIONS------09.09.164325DATEDELTA1REVISIONSDATED BACKGROUNDS ;ARCH :INT. DECO. :ELEC :STRUCT :11/05/21NONE AVAILABLE03/01/2002/08/22CIVIL:FIRE MASTER :MECH :PLUMB :04/02/20NONE AVAILABLENONE AVAILABLENONE AVAILABLERESIDENTIAL FIRESYSTEMS INC.C-16 # 786965EXP. 11/30/22LICENSE STAMP : STATE OF CALI F O R N IA F IRE P R O T ECTION CONTRACTORMICHAEL JEHA CONSTRUCTION53320 VIA PALACIALA QUINTA, CA 92253THE 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 : INSTALLATION REDLINESREVISED HEADS IN GARAGETO FLAT CONCEALED.FIRE SPRINKLER PLAN3/16" = 1'-0"FS-03FORHYDRAULICALLY CALCULATED SYSTEMCOMPANY PRINT NO.THIS SYSTEM AS SHOWN ONGPM (L/MIN)(L/MIN) PER SQ FT. (M2) OF FLOOR AREA OVER A MAXIMUM AREA OFWITH WATER AT THE RATE OFOCCUPANCY CLASSIFICATIONIS DESIGNED TO DISCHARGE AT A RATE OFSQ.FT. (M2) WHEN SUPPLIEDDELTA 2MILLER RESIDENCEDATED05/01/23ATCONTRACT NO.14368GPMATPSI (BARS) AT THE BASE OF THE RISERHOSE STREAM ALLOWANCE OFGPM(L/MIN)IS INCLUDED IN THE ABOVE.COMMODITY CLASSIFICATIONMAXIMUM STORAGE HEIGHTN/AINSTALLED BYRESIDENTIAL FIRE SYSTEMS INC.RESIDENTIAL5.00.05REQ. SOURCE PRESSUREPSIN/A81436 AMUNDSON AVENUEGUEST BED#2 (2HD)512.0 (16X16)31.433.453.4RESIDENTIAL SPRINKLERLESS THAN 1'-0"1'-0" TO LESS THAN 1'-6"1'-6" TO LESS THAN 2'-0"2'-0" TO LESS THAN 2'-6"2'-6" TO LESS THAN 3'-0"3'-0" TO LESS THAN 3'-6"3'-6" TO LESS THAN 4'-0"4'-0" TO LESS THAN 4'-6"4'-6" TO LESS THAN 5'-0"5'-0" TO LESS THAN 5'-6"5'-6" TO LESS THAN 6'-0"6'-0" TO LESS THAN 6'-6"6'-6" TO LESS THAN 7'-0"7'-0" TO LESS THAN 7'-6"0"0"1"1"1"3"3"5"7"7"7"9"11"14"TABLE 8.2.5.3.2 : SPRINKLER POSITION TO AVOID OBSTRUCTIONS TO DISCHARGEFIGURE : 8.2.5.3.2MAXIMUM ALLOWABLE DISTANCEOF DEFLECTOR ABOVE BOTTOMOF OBSTRUCTION (IN.)(B)DISTANCE FROMSPRINKLER TO SIDEOF OBSTRUCTION (IN.)(A)SLOPED CEILINGFIGURE 8.2.5.4.3 (a) : SPRINKLER POSITION TO AVOID OBSTRUCTION AGAINST WALLSDABOBSTRUCTIONCLG.BAA > (D-8") + B-D < 30"BCLG.ABAOBSTRUCTION TABLE / FIGURE - NFPA 13D08.18.16WALLOBSTRUCTIONSCALE:FLOOR PLAN3/16" = 1'-0"FORHYDRAULICALLY CALCULATED SYSTEMCOMPANY PRINT NO.THIS SYSTEM AS SHOWN ONGPM (L/MIN)(L/MIN) PER SQ FT. (M2) OF FLOOR AREA OVER A MAXIMUM AREA OFWITH WATER AT THE RATE OFOCCUPANCY CLASSIFICATIONIS DESIGNED TO DISCHARGE AT A RATE OFSQ.FT. (M2) WHEN SUPPLIEDDELTA 2MILLER RESIDENCEDATED05/01/23ATCONTRACT NO.14368GPMATPSI (BARS) AT THE BASE OF THE RISERHOSE STREAM ALLOWANCE OFGPM(L/MIN)IS INCLUDED IN THE ABOVE.COMMODITY CLASSIFICATIONMAXIMUM STORAGE HEIGHTN/AINSTALLED BYRESIDENTIAL FIRE SYSTEMS INC.RESIDENTIAL5.00.05REQ. SOURCE PRESSUREPSIN/A81436 AMUNDSON AVENUEBATH (1HD)400.0 (20X20)25.029.344.4LEGEND#= INDICATES CPVC PIPE1/2"4.90.05WHITERES. FLAT CONCEALEDHYDRAULIC NODE POINTS ( IF CALCULATED, 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 ) :04.23.1957: TOTALSENJUSS84647/16"RING HANGERSTRAP/RESTRAINTRC-RES 4.9K72ORIFICEDESCRIPTIONFINISHN.P.T.TEMP.MODELCPVCDENSITYS.I.N.COPPERK-FACTORMANUFACTURERSYMBOL205°INSPECTOR TEST OR AUXILIARY DRAIN ( SEE PLANS )ELECTRICAL BELL ( INSTALLED BY OTHERS, SEE PLANS )51/2"5.80.05SENJURC-RES 5.8KSS8561WHITE1/2"205°RES. FLAT CONCEALED101/2"4.90.05WHITERES. RECESSED PENDENTTYCOTY22367/16"SERIES LFII175°RES. FLAT CONCEALED ( 4.9K, INTERMEDIATE TEMP. )RES. RECESSED PENDENT ( 4.9K, INTERMEDIATE TEMP. )RES. FLAT CONCEALED ( 5.8K, INTERMEDIATE TEMP. )2MAIN HOUSE AREA:GUEST CASITA AREA:WORKOUT AREA:TOTAL AREA:GARAGE AREA:sqft.sqft.sqft.sqft.sqft.5,5441,0526497,2451,375FIRE 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'FORHYDRAULICALLY CALCULATED SYSTEMCOMPANY PRINT NO.THIS SYSTEM AS SHOWN ONGPM (L/MIN)(L/MIN) PER SQ FT. (M2) OF FLOOR AREA OVER A MAXIMUM AREA OFWITH WATER AT THE RATE OFOCCUPANCY CLASSIFICATIONIS DESIGNED TO DISCHARGE AT A RATE OFSQ.FT. (M2) WHEN SUPPLIEDDELTA 2MILLER RESIDENCEDATED05/01/23ATCONTRACT NO.14368GPMATPSI (BARS) AT THE BASE OF THE RISERHOSE STREAM ALLOWANCE OFGPM(L/MIN)IS INCLUDED IN THE ABOVE.COMMODITY CLASSIFICATIONMAXIMUM STORAGE HEIGHTN/AINSTALLED BYRESIDENTIAL FIRE SYSTEMS INC.RESIDENTIAL5.00.05REQ. SOURCE PRESSUREPSIN/A81436 AMUNDSON AVENUEWORKOUT (2HD)512.0 (16X16)31.341.461.4FORHYDRAULICALLY CALCULATED SYSTEMCOMPANY PRINT NO.THIS SYSTEM AS SHOWN ONGPM (L/MIN)(L/MIN) PER SQ FT. (M2) OF FLOOR AREA OVER A MAXIMUM AREA OFWITH WATER AT THE RATE OFOCCUPANCY CLASSIFICATIONIS DESIGNED TO DISCHARGE AT A RATE OFSQ.FT. (M2) WHEN SUPPLIEDDELTA 2MILLER RESIDENCEDATED05/01/23ATCONTRACT NO.14368GPMATPSI (BARS) AT THE BASE OF THE RISERHOSE STREAM ALLOWANCE OFGPM(L/MIN)IS INCLUDED IN THE ABOVE.COMMODITY CLASSIFICATIONMAXIMUM STORAGE HEIGHTN/AINSTALLED BYRESIDENTIAL FIRE SYSTEMS INC.RESIDENTIAL5.00.05REQ. SOURCE PRESSUREPSIN/A81436 AMUNDSON AVENUEMECH (1HD)400.0 (20X20)25.041.656.6 2/14/23DEVELOPER:PROJECT TEAM:PROJECT DESIGNER:R.F.S. 2nd REVIEW:RUBEN H.PROJECT SUPERVISOR:SCALE:SHEET:JOB #DATE:SHEET TITLE:R.F.S. 1st REVIEW:MILLER RESIDENCE 81436 AMUNDSON AVENUE LA QUINTA, CA 92253 APN: 779-410-011 TRACT: 33076-2 LOT: 20RUBI G.RUBI G.RUBEN H.1436811/01/20225/1/23---------09.09.164325DATEDELTA1REVISIONSDATED BACKGROUNDS ;ARCH :INT. DECO. :ELEC :STRUCT :11/05/21NONE AVAILABLE03/01/2002/08/22CIVIL:FIRE MASTER :MECH :PLUMB :04/02/20NONE AVAILABLENONE AVAILABLENONE AVAILABLERESIDENTIAL FIRESYSTEMS INC.C-16 # 786965EXP. 11/30/22LICENSE STAMP : STATE OF CALI F O R N IA F IRE P R O T ECTION CONTRACTORMICHAEL JEHA CONSTRUCTION53320 VIA PALACIALA QUINTA, CA 92253THE 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 : INSTALLATION REDLINESREVISED HEADS IN GARAGETO FLAT CONCEALED.SECTIONS3/16" = 1'-0"FS-04SCALE:SECTION 13/16" = 1'-0"SCALE:SECTION 63/16" = 1'-0"SCALE:SECTION 73/16" = 1'-0" DRIVE AREAFIREPLACEJJWPSDCOSHOWERFIREPLACEKITCHEN12'-0" CLG.MASTERSUITE10'-0" CLG.HEAT ZONEMASTERBATH10'-0" CLG.W/C10'-0" CLG.19.81 ft²W/C10'-0" CLG.21.06 ft²HER CLO.10'-0" CLG.111.08 ft²SHOWER10'-0" CLG.34.06 ft²MASTERHALL10'-0" CLG.HIS CLO.10'-0" CLG.145.05 ft²HIDDENKITCHEN10'-0" CLG.LAUNDRY10'-0" CLG.MECH.10'-0" CLG.63.23 ft²LIVING12'-0" CLG.ELEC.10'-0" CLG.22.00 ft²PWDR.10'-0" CLG.60.38 ft²W/C10'-0" CLG.21.63 ft²WINE10'-0" CLG.42.75 ft²DINING10'-0" CLG.10'-0" CLG.STOR.10'-0" CLG.15.97 ft²CLO.10'-0" CLG.15.97 ft²BATH10'-0" CLG.54.30 ft²W/C10'-0" CLG.13.52 ft²BED #210'-0" CLG.CLO.10'-0" CLG.16.23 ft²W/C10'-0" CLG.17.72 ft²BATH10'-0" CLG.43.34 ft²2'-9"SHOWER10'-0" CLG.20.28 ft²A.A.MECH.10'-0" CLG.57.07 ft²GARAGE10'-0" CLG.CARTGARAGE10'-0" CLG.CLOSET10'-0" CLG.30.17 ft²2'-11"BED #310'-0" CLG.WORKOUT10'-0" CLG.MECH.10'-0" CLG.36.58 ft²STOR.10'-0" CLG.25.99 ft²BATH10'-0" CLG.48.17 ft²COURTYARDOPEN TO SKYGUEST BED#210'-0" CLG.9 ft²BATH10'-0" CLG.114.18 ft²W/C10'-0" CLG.15.87 ft²CLO.10'-0" CLG.39.78 ft²STORAGE10'-0" CLG.76.41 ft²W/H10'-0" CLG.10.47 ft²POOLBATH10'-0" CLG.42.10 ft²MECH.10'-0" CLG.36.58 ft²STOR.10'-0" CLG.10.38 ft²CLO.10'-0" CLG.42.98 ft²2'-7"SHOWER10'-0" CLG.33.19 ft²BATH10'-0" CLG.81.26 ft²W/C10'-0" CLG.23.16 ft²GUEST BED#110'-0" CLG.OUTDOORLIVING12'-0" CLG.OPEN TO EXTERIOROUTDOORDINING12'-0" CLG.OPEN TO EXTERIORFIREPLACEBAR12'-0" CLG.HEAT ZONEFOYER12'-0" CLG.123456RN2'RN2'RN2'RN2'RN2'RN2'RN2'RNRN217891011TR1220151613141718198'-0"11'-2"2'-5"2'-5"13'-0"2'-5"5'-3"8'-0"2'-11"9'-4"7'-7"7'-11"9'-0"4'-10"2'-0"6'-10"2'-0"6'-1"4'-7"6'-3"14'-5"2'-2"4'-1"4'-1"6 ft²2'-6"2'-4"6'-4"5'-8"HEAT ZONEHEAT ZONE6'-0"13'-3"6'-5"6'-6"14'-0"9'-9"14'-8"11'-5"4'-0"3'-10"13'-0"13'-9"2'-11"3'-7"2'-5"4'-11"13'-0"4'-2"16'-0"4'-0"5'-10"6'-5" 6'-7"3'-8"4'-10"4'-4"7'-3"2'-3" 2'-11"2'-11" 6'-10"4'-1"2'-2"2'-2"0'-6"9'-9"6'-7"4'-6"11'-9"15'-9"12'-11"4'-6"7'-5"16'-0"8'-0"6'-7"16'-0"15'-11"4'-6"5'-10"4'-3" 3'-9"4'-2"2'-7"10'-0"2'-5"10'-11"4'-2"1'-8"1'-8"5'-11"5'-11"9'-11"9'-5"6'-2"10'-0"5'-0"2'-3" 4'-4"2'-9"1 ft²3'-10"9'-0"3'-9"7'-4"12'-9"11'-5"5'-6"7'-0"8'-0"6'-6"7'-3"6'-4"4'-5"2'-6"5'-7"3'-2" 2'-11"3'-5"14'-8"11'-5"4'-0"6'-3"12'-4"2'-11"2'-6"14'-9"2'-8"7'-5"6'-10"8'-10"4'-5"4'-6"4'-9"3'-6"4'-3"2'-11"2'-5"1'-9"5'-1"4'-4"5'-7"8'-11"6'-2"8'-4"8'-3"2'-6"2'-9"14'-9"2'-6"6'-4" 8'-0" 3'-3"INSP. TESTSHO.10'-0" CLG.18.74 ft²16'-0"8'-2"15'-6"7'-5"6'-3"3'-1"14'-8"6'-9"1'-11"16'-0"1'-11"-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:MILLER RESIDENCE 81436 AMUNDSON AVENUE LA QUINTA, CA 92253 APN: 779-410-011 TRACT: 33076-2 LOT: 20RUBI G.RUBI G.RUBEN H.1436811/01/2022----------09.09.164325DATEDELTA1REVISIONSDATED BACKGROUNDS ;ARCH :INT. DECO. :ELEC :STRUCT :11/05/21NONE AVAILABLE03/01/2002/08/22CIVIL:FIRE MASTER :MECH :PLUMB :04/02/20NONE AVAILABLENONE AVAILABLENONE AVAILABLERESIDENTIAL FIRESYSTEMS INC.C-16 # 786965EXP. 11/30/22LICENSE STAMP : STATE OF CALI F O R N IA F IRE P R O T ECTION CONTRACTORMICHAEL JEHA CONSTRUCTION53320 VIA PALACIALA QUINTA, CA 92253THE 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 : ----FIRE SPRINKLER PLAN3/16" = 1'-0"FS-03FORHYDRAULICALLY CALCULATED SYSTEMCOMPANY PRINT NO.THIS SYSTEM AS SHOWN ONGPM (L/MIN)(L/MIN) PER SQ FT. (M2) OF FLOOR AREA OVER A MAXIMUM AREA OFWITH WATER AT THE RATE OFOCCUPANCY CLASSIFICATIONIS DESIGNED TO DISCHARGE AT A RATE OFSQ.FT. (M2) WHEN SUPPLIEDMILLER RESIDENCEDATED11/01/22ATCONTRACT NO.14368GPMATPSI (BARS) AT THE BASE OF THE RISERHOSE STREAM ALLOWANCE OFGPM(L/MIN)IS INCLUDED IN THE ABOVE.COMMODITY CLASSIFICATIONMAXIMUM STORAGE HEIGHTN/AINSTALLED BYRESIDENTIAL FIRE SYSTEMS INC.RESIDENTIAL5.00.05REQ. SOURCE PRESSUREPSIN/A81436 AMUNDSON AVENUEGUEST BED#2 (2HD)512.0 (16X16)31.430.950.9RESIDENTIAL SPRINKLERLESS THAN 1'-0"1'-0" TO LESS THAN 1'-6"1'-6" TO LESS THAN 2'-0"2'-0" TO LESS THAN 2'-6"2'-6" TO LESS THAN 3'-0"3'-0" TO LESS THAN 3'-6"3'-6" TO LESS THAN 4'-0"4'-0" TO LESS THAN 4'-6"4'-6" TO LESS THAN 5'-0"5'-0" TO LESS THAN 5'-6"5'-6" TO LESS THAN 6'-0"6'-0" TO LESS THAN 6'-6"6'-6" TO LESS THAN 7'-0"7'-0" TO LESS THAN 7'-6"0"0"1"1"1"3"3"5"7"7"7"9"11"14"TABLE 8.2.5.3.2 : SPRINKLER POSITION TO AVOID OBSTRUCTIONS TO DISCHARGEFIGURE : 8.2.5.3.2MAXIMUM ALLOWABLE DISTANCEOF DEFLECTOR ABOVE BOTTOMOF OBSTRUCTION (IN.)(B)DISTANCE FROMSPRINKLER TO SIDEOF OBSTRUCTION (IN.)(A)SLOPED CEILINGFIGURE 8.2.5.4.3 (a) : SPRINKLER POSITION TO AVOID OBSTRUCTION AGAINST WALLSDABOBSTRUCTIONCLG.BAA > (D-8") + B-D < 30"BCLG.ABAOBSTRUCTION TABLE / FIGURE - NFPA 13D08.18.16WALLOBSTRUCTIONSCALE:FLOOR PLAN3/16" = 1'-0"FORHYDRAULICALLY CALCULATED SYSTEMCOMPANY PRINT NO.THIS SYSTEM AS SHOWN ONGPM (L/MIN)(L/MIN) PER SQ FT. (M2) OF FLOOR AREA OVER A MAXIMUM AREA OFWITH WATER AT THE RATE OFOCCUPANCY CLASSIFICATIONIS DESIGNED TO DISCHARGE AT A RATE OFSQ.FT. (M2) WHEN SUPPLIEDMILLER RESIDENCEDATED11/01/22ATCONTRACT NO.14368GPMATPSI (BARS) AT THE BASE OF THE RISERHOSE STREAM ALLOWANCE OFGPM(L/MIN)IS INCLUDED IN THE ABOVE.COMMODITY CLASSIFICATIONMAXIMUM STORAGE HEIGHTN/AINSTALLED BYRESIDENTIAL FIRE SYSTEMS INC.RESIDENTIAL5.00.05REQ. SOURCE PRESSUREPSIN/A81436 AMUNDSON AVENUEBATH (1HD)400.0 (20X20)25.029.444.4LEGEND#= INDICATES CPVC PIPE1/2"4.90.05WHITERES. FLAT CONCEALEDHYDRAULIC NODE POINTS ( IF CALCULATED, 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 ) :04.23.1946: TOTALSENJUSS84647/16"RING HANGERSTRAP/RESTRAINTRC-RES 4.9K70ORIFICEDESCRIPTIONFINISHN.P.T.TEMP.MODELCPVCDENSITYS.I.N.COPPERK-FACTORMANUFACTURERSYMBOL205°INSPECTOR TEST OR AUXILIARY DRAIN ( SEE PLANS )ELECTRICAL BELL ( INSTALLED BY OTHERS, SEE PLANS )131/2"5.80.05SENJURC-RES 5.8KSS8561WHITE1/2"205°RES. FLAT CONCEALED111/2"4.90.05WHITERES. RECESSED PENDENTTYCOTY22367/16"SERIES LFII175°RES. FLAT CONCEALED ( 4.9K, INTERMEDIATE TEMP. )RES. RECESSED PENDENT ( 4.9K, INTERMEDIATE TEMP. )RES. FLAT CONCEALED ( 5.8K, INTERMEDIATE TEMP. )MAIN HOUSE AREA:GUEST CASITA AREA:WORKOUT AREA:TOTAL AREA:GARAGE AREA:sqft.sqft.sqft.sqft.sqft.5,5441,0526497,2451,375FIRE 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'FORHYDRAULICALLY CALCULATED SYSTEMCOMPANY PRINT NO.THIS SYSTEM AS SHOWN ONGPM (L/MIN)(L/MIN) PER SQ FT. (M2) OF FLOOR AREA OVER A MAXIMUM AREA OFWITH WATER AT THE RATE OFOCCUPANCY CLASSIFICATIONIS DESIGNED TO DISCHARGE AT A RATE OFSQ.FT. (M2) WHEN SUPPLIEDMILLER RESIDENCEDATED11/01/22ATCONTRACT NO.14368GPMATPSI (BARS) AT THE BASE OF THE RISERHOSE STREAM ALLOWANCE OFGPM(L/MIN)IS INCLUDED IN THE ABOVE.COMMODITY CLASSIFICATIONMAXIMUM STORAGE HEIGHTN/AINSTALLED BYRESIDENTIAL FIRE SYSTEMS INC.RESIDENTIAL5.00.05REQ. SOURCE PRESSUREPSIN/A81436 AMUNDSON AVENUEWORKOUT (2HD)512.0 (16X16)31.335.155.1FORHYDRAULICALLY CALCULATED SYSTEMCOMPANY PRINT NO.THIS SYSTEM AS SHOWN ONGPM (L/MIN)(L/MIN) PER SQ FT. (M2) OF FLOOR AREA OVER A MAXIMUM AREA OFWITH WATER AT THE RATE OFOCCUPANCY CLASSIFICATIONIS DESIGNED TO DISCHARGE AT A RATE OFSQ.FT. (M2) WHEN SUPPLIEDMILLER RESIDENCEDATED11/01/22ATCONTRACT NO.14368GPMATPSI (BARS) AT THE BASE OF THE RISERHOSE STREAM ALLOWANCE OFGPM(L/MIN)IS INCLUDED IN THE ABOVE.COMMODITY CLASSIFICATIONMAXIMUM STORAGE HEIGHTN/AINSTALLED BYRESIDENTIAL FIRE SYSTEMS INC.RESIDENTIAL5.00.05REQ. SOURCE PRESSUREPSIN/A81436 AMUNDSON AVENUEMECH (1HD)400.0 (20X20)25.037.552.5 RESIDENTIAL FIRE SYSTEMS, INC. 8085 EAST CRYSTAL DRIVE ANAHEIM, CA. 92807 HYDRAULIC CALCULATIONS FOR MILLER RESIDENCE 1 HD BATH CALC FILE NUMBER: 14368 DATE: OCT 24, 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: 20.0 gpm TOTAL WATER REQUIRED (including hose): 25.0 gpm FLOW AND PRESSURE (@ BOR): 20.0 gpm @ 29.4 psi REQUIRED PRESSURE (@ SRC): 44.4 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMS, INC DESIGN/LAYOUT BY: RUBI G. AUTHORITY HAVING JURISDICTION: CITY OF LA QUINTA/ RCFD CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 10/24/2022 QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD CALC - BATH.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 69.7 20.0 1500.0 69.7 25.0 44.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 5.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 10.0 - - - - 13.7 - - -2 10.0 - - - - 13.7 - - -3 10.0 - - - - 13.7 - - -4 10.0 - - - - 13.7 - - -5 10.0 K= 5.80 11.9 20.06 10.0 - - - - 14.3 - - -7 12.0 - - - - 14.4 - - -8 12.0 - - - - 15.2 - - -9 12.0 - - - - 16.2 - - -10 10.0 - - - - 18.5 - - -11 10.0 - - - - 20.6 - - -12 10.0 - - - - 19.1 - - -13 10.0 - - - - 19.1 - - -14 10.0 - - - - 19.1 - - -15 10.0 - - - - 19.1 - - -16 10.0 - - - - 19.1 - - -17 10.0 - - - - 19.1 - - -18 10.0 - - - - 19.1 - - -19 10.0 - - - - 19.1 - - -20 12.0 - - - - 15.8 - - -21 12.0 - - - - 13.9 - - -TR 10.0 - - - - 21.8 - - -FS 5.0 - - - - 24.2 - - -FS1 5.0 - - - - 27.2 - - -BR 2.0 - - - - 29.4 - - -U1 2.0 HOSE STREAM 29.9 5.0U2 -2.0 - - - - 32.1 - - -M -2.0 - - - - 36.0 - - -M1 -2.0 - - - - 39.0 - - -SRC -4.0 SOURCE 44.4 25.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 10/24/2022 QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD CALC - BATH.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 18.33 PF 0.01 10.0 0.0 13.7 0.0 0.0 150 FTG 3F2E PE 0.02 10.0 0.0 13.7 0.0 0.000 TL 31.33 PV Pipe: 2 0.0 1.101 PL 3.58 PF 0.02 10.0 0.0 13.7 0.0 0.0 150 FTG FET PE 0.03 10.0 0.0 13.7 0.0 0.000 TL 14.58 PV Pipe: 3 0.0 1.101 PL 5.25 PF 0.02 10.0 0.0 13.7 0.0 0.0 150 FTG FR PE 0.04 10.0 0.0 13.7 0.0 0.000 TL 7.25 PV Pipe: 4 20.0 1.101 PL 10.00 PF 1.84 10.0 0.0 13.7 0.0 6.7 150 FTG F2ET PE 0.05 10.0 5.8 11.9 20.0 0.068 TL 26.00 PV Pipe: 5 -20.0 1.101 PL 6.83 PF 0.64 10.0 0.0 13.7 0.0 6.7 150 FTG FR PE 0.06 10.0 0.0 14.3 0.0 0.068 TL 8.83 PV Pipe: 6 -9.1 1.101 PL 37.00 PF 1.06 10.0 0.0 14.3 0.0 3.1 150 FTG F2E2T5R PE -0.97 12.0 0.0 14.4 0.0 0.016 TL 63.00 PV Pipe: 7 -9.1 1.101 PL 39.50 PF 0.87 12.0 0.0 14.4 0.0 3.1 150 FTG 5FER PE 0.08 12.0 0.0 15.2 0.0 0.016 TL 50.50 PV Pipe: 8 -9.1 1.101 PL 40.33 PF 0.98 12.0 0.0 15.2 0.0 3.1 150 FTG 5FET4R PE 0.09 12.0 0.0 16.2 0.0 0.016 TL 59.33 PV Pipe: 9 -9.1 1.101 PL 59.66 PF 1.59 12.0 0.0 16.2 0.0 3.1 150 FTG 8F2ET9R PE 0.910 10.0 0.0 18.5 0.0 0.016 TL 91.66 PV Pipe: 10 -9.1 1.101 PL 102.58 PF 2.110 10.0 0.0 18.5 0.0 3.1 150 FTG 9F2E9R PE 0.011 10.0 0.0 20.6 0.0 0.016 TL 130.58 PV Pipe: 11 10.9 1.101 PL 42.33 PF 1.411 10.0 0.0 20.6 0.0 3.7 150 FTG 6FE2T2R PE 0.012 10.0 0.0 19.1 0.0 0.022 TL 65.33 PV Pipe: 12 0.0 1.101 PL 30.08 PF 0.012 10.0 0.0 19.1 0.0 0.0 150 FTG 4FE3R PE 0.013 10.0 0.0 19.1 0.0 0.000 TL 42.08 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 10/24/2022 QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD CALC - BATH.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 0.0 1.101 PL 13.33 PF 0.013 10.0 0.0 19.1 0.0 0.0 150 FTG 2F2E PE 0.014 10.0 0.0 19.1 0.0 0.000 TL 25.33 PV Pipe: 14 0.0 1.101 PL 31.50 PF 0.014 10.0 0.0 19.1 0.0 0.0 150 FTG 4FE3R PE 0.015 10.0 0.0 19.1 0.0 0.000 TL 43.50 PV Pipe: 15 0.0 1.101 PL 1.00 PF 0.015 10.0 0.0 19.1 0.0 0.0 150 FTG ET PE 0.016 10.0 0.0 19.1 0.0 0.000 TL 11.00 PV Pipe: 16 0.0 1.101 PL 0.50 PF 0.015 10.0 0.0 19.1 0.0 0.0 150 FTG R PE 0.017 10.0 0.0 19.1 0.0 0.000 TL 1.50 PV Pipe: 17 0.0 1.101 PL 8.50 PF 0.017 10.0 0.0 19.1 0.0 0.0 150 FTG FET PE 0.018 10.0 0.0 19.1 0.0 0.000 TL 19.50 PV Pipe: 18 0.0 1.101 PL 10.75 PF 0.017 10.0 0.0 19.1 0.0 0.0 150 FTG 2F2ER PE 0.019 10.0 0.0 19.1 0.0 0.000 TL 23.75 PV Pipe: 19 10.9 1.101 PL 73.00 PF 2.412 10.0 0.0 19.1 0.0 3.7 150 FTG 9FE3T9R PE -0.920 12.0 0.0 15.8 0.0 0.022 TL 111.00 PV Pipe: 20 10.9 1.101 PL 65.66 PF 2.020 12.0 0.0 15.8 0.0 3.7 150 FTG 8F2E5R PE 0.021 12.0 0.0 13.9 0.0 0.022 TL 88.66 PV Pipe: 21 10.9 1.101 PL 8.25 PF 0.521 12.0 0.0 13.9 0.0 3.7 150 FTG F2E2R PE 0.96 10.0 0.0 14.3 0.0 0.022 TL 21.25 PV Pipe: 22 -20.0 1.101 PL 11.25 PF 1.211 10.0 0.0 20.6 0.0 6.7 150 FTG FTR PE 0.0TR 10.0 0.0 21.8 0.0 0.068 TL 18.25 PV Pipe: 100 -20.0 1.394 PL 5.00 PF 0.3TR 10.0 0.0 21.8 0.0 4.2 150 FTG ER PE 2.2FS 5.0 0.0 24.2 0.0 0.022 TL 12.00 PV Pipe: 101 FIXED PRESSURE LOSS DEVICEFS1 5.0 0.0 27.2 0.0 3.0 psi, 20.0 gpmFS 5.0 0.0 24.2 0.0 Pipe: 102 -20.0 1.101 PL 4.00 PF 0.9FS1 5.0 0.0 27.2 0.0 6.7 150 FTG RC PE 1.3BR 2.0 0.0 29.4 0.0 0.068 TL 13.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 10/24/2022 QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD CALC - BATH.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: 103 -20.0 1.055 PL 3.00 PF 0.5BR 2.0 0.0 29.4 0.0 7.3 150 FTG E PE 0.0U1 2.0 H.S. 29.9 5.0 0.084 TL 6.00 PV Pipe: 104 -25.0 1.505 PL 6.00 PF 0.4U1 2.0 H.S. 29.9 5.0 4.5 150 FTG ET PE 1.7U2 -2.0 0.0 32.1 0.0 0.022 TL 19.00 PV Pipe: 105 -25.0 1.598 PL 215.00 PF 4.0U2 -2.0 0.0 32.1 0.0 4.0 150 FTG 3E PE 0.0M -2.0 0.0 36.0 0.0 0.017 TL 236.00 PV Pipe: 106 FIXED PRESSURE LOSS DEVICEM1 -2.0 0.0 39.0 0.0 3.0 psi, 25.0 gpmM -2.0 0.0 36.0 0.0 Pipe: 107 -25.0 0.995 PL 7.00 PF 4.5M1 -2.0 0.0 39.0 0.0 10.3 150 FTG TX PE 0.9SRC -4.0 SRCE 44.4 (N/A) 0.168 TL 27.00 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 0.002 gpm and a maximum imbalance at any node of 0.060 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.3 ft/sec at pipe 107. (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 69.66 psi with a flow of 32.44 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 10/24/2022 QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD CALC - BATH.SDFJOB TITLE: (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 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 1.598 2.00 7.00 8.00 1.00 1.00 14.00 3.00 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 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 14.00 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 7DATE: 10/24/2022 QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD CALC - BATH.SDFJOB TITLE: WATER SUPPLY ANALYSISStatic: 69.70 psi Resid: 20.00 psi Flow: 1500.0 gpm-14.70.010.020.030.040.050.060.070.080.0400600800100012001400160018002000FLOW (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 pressure69.67 psi @ 25.0 gpm2Required pressure 44.44 psi @ 25.0 gpmA. Source Supply CurveB. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8DATE: 10/24/2022 QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD CALC - BATH.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 @ 1500 gpm 18+ Flow Test Point | | |============================== 12+ LEGEND " | " | X = Required Water Supply " | 44.44 psi @ 25.0 gpm " 6+ " | 0 = Available Water Supply " | 69.67 psi @ 25.0 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) RESIDENTIAL FIRE SYSTEMS, INC. 8085 EAST CRYSTAL DRIVE ANAHEIM, CA. 92807 HYDRAULIC CALCULATIONS FOR MILLER RESIDENCE 1 HD MECH CALC FILE NUMBER: 14368 DATE: OCT 24, 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: 20.0 gpm TOTAL WATER REQUIRED (including hose): 25.0 gpm FLOW AND PRESSURE (@ BOR): 20.0 gpm @ 37.5 psi REQUIRED PRESSURE (@ SRC): 52.5 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/ RCFD CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 10/24/2022 QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD CALC - MECH.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 69.7 20.0 1500.0 69.7 25.0 52.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 5.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 10.0 - - - - 26.9 - - -2 10.0 - - - - 26.9 - - -3 10.0 - - - - 26.9 - - -4 10.0 - - - - 26.9 - - -5 10.0 - - - - 26.9 - - -6 10.0 - - - - 26.9 - - -7 12.0 - - - - 26.3 - - -8 12.0 - - - - 26.5 - - -9 12.0 - - - - 26.8 - - -10 10.0 - - - - 28.1 - - -11 10.0 - - - - 28.7 - - -12 10.0 - - - - 25.9 - - -13 10.0 - - - - 23.1 - - -14 10.0 - - - - 21.3 - - -15 10.0 - - - - 18.4 - - -16 10.0 - - - - 18.4 - - -17 10.0 - - - - 18.3 - - -18 10.0 - - - - 18.3 - - -19 10.0 K= 4.90 16.7 20.020 12.0 - - - - 25.5 - - -21 12.0 - - - - 25.9 - - -TR 10.0 - - - - 29.9 - - -FS 5.0 - - - - 32.3 - - -FS1 5.0 - - - - 35.3 - - -BR 2.0 - - - - 37.5 - - -U1 2.0 HOSE STREAM 38.0 5.0U2 -2.0 - - - - 40.2 - - -M -2.0 - - - - 44.1 - - -M1 -2.0 - - - - 47.1 - - -SRC -4.0 SOURCE 52.5 25.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 10/24/2022 QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD CALC - MECH.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 18.33 PF 0.01 10.0 0.0 26.9 0.0 0.0 150 FTG 3F2E PE 0.02 10.0 0.0 26.9 0.0 0.000 TL 31.33 PV Pipe: 2 0.0 1.101 PL 3.58 PF 0.02 10.0 0.0 26.9 0.0 0.0 150 FTG FET PE 0.03 10.0 0.0 26.9 0.0 0.000 TL 14.58 PV Pipe: 3 0.0 1.101 PL 5.25 PF 0.02 10.0 0.0 26.9 0.0 0.0 150 FTG FR PE 0.04 10.0 0.0 26.9 0.0 0.000 TL 7.25 PV Pipe: 4 0.0 1.101 PL 10.00 PF 0.04 10.0 0.0 26.9 0.0 0.0 150 FTG F2ET PE 0.05 10.0 0.0 26.9 0.0 0.000 TL 26.00 PV Pipe: 5 0.0 1.101 PL 6.83 PF 0.04 10.0 0.0 26.9 0.0 0.0 150 FTG FR PE 0.06 10.0 0.0 26.9 0.0 0.000 TL 8.83 PV Pipe: 6 -4.6 1.101 PL 37.00 PF 0.36 10.0 0.0 26.9 0.0 1.5 150 FTG F2E2T5R PE -0.97 12.0 0.0 26.3 0.0 0.004 TL 63.00 PV Pipe: 7 -4.6 1.101 PL 39.50 PF 0.27 12.0 0.0 26.3 0.0 1.5 150 FTG 5FER PE 0.08 12.0 0.0 26.5 0.0 0.004 TL 50.50 PV Pipe: 8 -4.6 1.101 PL 40.33 PF 0.38 12.0 0.0 26.5 0.0 1.5 150 FTG 5FET4R PE 0.09 12.0 0.0 26.8 0.0 0.004 TL 59.33 PV Pipe: 9 -4.6 1.101 PL 59.66 PF 0.49 12.0 0.0 26.8 0.0 1.5 150 FTG 8F2ET9R PE 0.910 10.0 0.0 28.1 0.0 0.004 TL 91.66 PV Pipe: 10 -4.6 1.101 PL 102.58 PF 0.610 10.0 0.0 28.1 0.0 1.5 150 FTG 9F2E9R PE 0.011 10.0 0.0 28.7 0.0 0.004 TL 130.58 PV Pipe: 11 15.4 1.101 PL 42.33 PF 2.711 10.0 0.0 28.7 0.0 5.2 150 FTG 6FE2T2R PE 0.012 10.0 0.0 25.9 0.0 0.042 TL 65.33 PV Pipe: 12 20.0 1.101 PL 30.08 PF 2.912 10.0 0.0 25.9 0.0 6.7 150 FTG 4FE3R PE 0.013 10.0 0.0 23.1 0.0 0.068 TL 42.08 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 10/24/2022 QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD CALC - MECH.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 20.0 1.101 PL 13.33 PF 1.713 10.0 0.0 23.1 0.0 6.7 150 FTG 2F2E PE 0.014 10.0 0.0 21.3 0.0 0.068 TL 25.33 PV Pipe: 14 20.0 1.101 PL 31.50 PF 3.014 10.0 0.0 21.3 0.0 6.7 150 FTG 4FE3R PE 0.015 10.0 0.0 18.4 0.0 0.068 TL 43.50 PV Pipe: 15 0.0 1.101 PL 1.00 PF 0.015 10.0 0.0 18.4 0.0 0.0 150 FTG ET PE 0.016 10.0 0.0 18.4 0.0 0.000 TL 11.00 PV Pipe: 16 20.0 1.101 PL 0.50 PF 0.115 10.0 0.0 18.4 0.0 6.7 150 FTG R PE 0.017 10.0 0.0 18.3 0.0 0.068 TL 1.50 PV Pipe: 17 0.0 1.101 PL 8.50 PF 0.017 10.0 0.0 18.3 0.0 0.0 150 FTG FET PE 0.018 10.0 0.0 18.3 0.0 0.000 TL 19.50 PV Pipe: 18 20.0 1.101 PL 10.75 PF 1.617 10.0 0.0 18.3 0.0 6.7 150 FTG 2F2ER PE 0.019 10.0 4.9 16.7 20.0 0.068 TL 23.75 PV Pipe: 19 -4.6 1.101 PL 73.00 PF 0.512 10.0 0.0 25.9 0.0 1.5 150 FTG 9FE3T9R PE -0.920 12.0 0.0 25.5 0.0 0.004 TL 111.00 PV Pipe: 20 -4.6 1.101 PL 65.66 PF 0.420 12.0 0.0 25.5 0.0 1.5 150 FTG 8F2E5R PE 0.021 12.0 0.0 25.9 0.0 0.004 TL 88.66 PV Pipe: 21 -4.6 1.101 PL 8.25 PF 0.121 12.0 0.0 25.9 0.0 1.5 150 FTG F2E2R PE 0.96 10.0 0.0 26.9 0.0 0.004 TL 21.25 PV Pipe: 22 -20.0 1.101 PL 11.25 PF 1.211 10.0 0.0 28.7 0.0 6.7 150 FTG FTR PE 0.0TR 10.0 0.0 29.9 0.0 0.068 TL 18.25 PV Pipe: 100 -20.0 1.394 PL 5.00 PF 0.3TR 10.0 0.0 29.9 0.0 4.2 150 FTG ER PE 2.2FS 5.0 0.0 32.3 0.0 0.022 TL 12.00 PV Pipe: 101 FIXED PRESSURE LOSS DEVICEFS1 5.0 0.0 35.3 0.0 3.0 psi, 20.0 gpmFS 5.0 0.0 32.3 0.0 Pipe: 102 -20.0 1.101 PL 4.00 PF 0.9FS1 5.0 0.0 35.3 0.0 6.7 150 FTG RC PE 1.3BR 2.0 0.0 37.5 0.0 0.068 TL 13.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 10/24/2022 QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD CALC - MECH.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: 103 -20.0 1.055 PL 3.00 PF 0.5BR 2.0 0.0 37.5 0.0 7.3 150 FTG E PE 0.0U1 2.0 H.S. 38.0 5.0 0.084 TL 6.00 PV Pipe: 104 -25.0 1.505 PL 6.00 PF 0.4U1 2.0 H.S. 38.0 5.0 4.5 150 FTG ET PE 1.7U2 -2.0 0.0 40.2 0.0 0.022 TL 19.00 PV Pipe: 105 -25.0 1.598 PL 215.00 PF 4.0U2 -2.0 0.0 40.2 0.0 4.0 150 FTG 3E PE 0.0M -2.0 0.0 44.1 0.0 0.017 TL 236.00 PV Pipe: 106 FIXED PRESSURE LOSS DEVICEM1 -2.0 0.0 47.1 0.0 3.0 psi, 25.0 gpmM -2.0 0.0 44.1 0.0 Pipe: 107 -25.0 0.995 PL 7.00 PF 4.5M1 -2.0 0.0 47.1 0.0 10.3 150 FTG TX PE 0.9SRC -4.0 SRCE 52.5 (N/A) 0.168 TL 27.00 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 0.001 gpm and a maximum imbalance at any node of 0.011 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.3 ft/sec at pipe 107. (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 69.67 psi with a flow of 29.23 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 10/24/2022 QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD CALC - MECH.SDFJOB TITLE: (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 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 1.598 2.00 7.00 8.00 1.00 1.00 14.00 3.00 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 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 14.00 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 7DATE: 10/24/2022 QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD CALC - MECH.SDFJOB TITLE: WATER SUPPLY ANALYSISStatic: 69.70 psi Resid: 20.00 psi Flow: 1500.0 gpm-14.70.010.020.030.040.050.060.070.080.0400600800100012001400160018002000FLOW (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 pressure69.67 psi @ 25.0 gpm2Required pressure 52.54 psi @ 25.0 gpmA. Source Supply CurveB. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8DATE: 10/24/2022 QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD CALC - MECH.SDFJOB TITLE: WATER SUPPLY CURVE 72+ | 0\ | \ 66+ \ | \ | \ | \ 60+ \\ | \ | \ | \ 54+ \ X \ | \ | \\ P 48+ \ R | \ E | \ S | \ S 42+ \ U | \\ R | \ E | \ 36+ \ ( | \ P | \ S | \ I 30+ \\ ) | \ | \ | \ 24+ \ | \ | \ | * <-20.0 psi @ 1500 gpm 18+ Flow Test Point | | |============================== 12+ LEGEND " | " | X = Required Water Supply " | 52.54 psi @ 25.0 gpm " 6+ " | 0 = Available Water Supply " | 69.67 psi @ 25.0 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) RESIDENTIAL FIRE SYSTEMS, INC. 8085 EAST CRYSTAL DRIVE ANAHEIM, CA. 92807 HYDRAULIC CALCULATIONS FOR MILLER RESIDENCE 2 HD GUEST BED#2 CALC FILE NUMBER: 14368 DATE: OCT 24, 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: 26.4 gpm TOTAL WATER REQUIRED (including hose): 31.4 gpm FLOW AND PRESSURE (@ BOR): 26.4 gpm @ 30.9 psi REQUIRED PRESSURE (@ SRC): 50.9 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/ RCFD CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 10/24/2022\FIRE SPRINKLERS\CALCS\INITIAL\2HD CALC - GUEST BED 2.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 69.7 20.0 1500.0 69.7 31.4 50.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.4 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 5.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.4 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 10.0 K= 4.90 7.0 13.02 10.0 - - - - 8.0 - - -3 10.0 K= 4.90 7.5 13.44 10.0 - - - - 8.8 - - -5 10.0 - - - - 8.8 - - -6 10.0 - - - - 9.8 - - -7 12.0 - - - - 10.7 - - -8 12.0 - - - - 12.0 - - -9 12.0 - - - - 13.6 - - -10 10.0 - - - - 16.9 - - -11 10.0 - - - - 20.4 - - -12 10.0 - - - - 18.0 - - -13 10.0 - - - - 18.0 - - -14 10.0 - - - - 18.0 - - -15 10.0 - - - - 18.0 - - -16 10.0 - - - - 18.0 - - -17 10.0 - - - - 18.0 - - -18 10.0 - - - - 18.0 - - -19 10.0 - - - - 18.0 - - -20 12.0 - - - - 13.0 - - -21 12.0 - - - - 9.8 - - -TR 10.0 - - - - 22.5 - - -FS 5.0 - - - - 25.1 - - -FS1 5.0 - - - - 28.1 - - -BR 2.0 - - - - 30.9 - - -U1 2.0 HOSE STREAM 31.7 5.0U2 -2.0 - - - - 34.1 - - -M -2.0 - - - - 40.1 - - -M1 -2.0 - - - - 43.1 - - -SRC -4.0 SOURCE 50.9 31.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 10/24/2022\FIRE SPRINKLERS\CALCS\INITIAL\2HD CALC - GUEST BED 2.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 18.33 PF 1.01 10.0 4.9 7.0 13.0 4.4 150 FTG 3F2E PE 0.02 10.0 0.0 8.0 0.0 0.031 TL 31.33 PV Pipe: 2 13.4 1.101 PL 3.58 PF 0.52 10.0 0.0 8.0 0.0 4.5 150 FTG FET PE 0.03 10.0 4.9 7.5 13.4 0.033 TL 14.58 PV Pipe: 3 -26.4 1.101 PL 5.25 PF 0.82 10.0 0.0 8.0 0.0 8.9 150 FTG FR PE 0.04 10.0 0.0 8.8 0.0 0.114 TL 7.25 PV Pipe: 4 0.0 1.101 PL 10.00 PF 0.04 10.0 0.0 8.8 0.0 0.0 150 FTG F2ET PE 0.05 10.0 0.0 8.8 0.0 0.000 TL 26.00 PV Pipe: 5 -26.4 1.101 PL 6.83 PF 1.04 10.0 0.0 8.8 0.0 8.9 150 FTG FR PE 0.06 10.0 0.0 9.8 0.0 0.114 TL 8.83 PV Pipe: 6 -12.1 1.101 PL 37.00 PF 1.76 10.0 0.0 9.8 0.0 4.1 150 FTG F2E2T5R PE -0.97 12.0 0.0 10.7 0.0 0.027 TL 63.00 PV Pipe: 7 -12.1 1.101 PL 39.50 PF 1.47 12.0 0.0 10.7 0.0 4.1 150 FTG 5FER PE 0.08 12.0 0.0 12.0 0.0 0.027 TL 50.50 PV Pipe: 8 -12.1 1.101 PL 40.33 PF 1.68 12.0 0.0 12.0 0.0 4.1 150 FTG 5FET4R PE 0.09 12.0 0.0 13.6 0.0 0.027 TL 59.33 PV Pipe: 9 -12.1 1.101 PL 59.66 PF 2.59 12.0 0.0 13.6 0.0 4.1 150 FTG 8F2ET9R PE 0.910 10.0 0.0 16.9 0.0 0.027 TL 91.66 PV Pipe: 10 -12.1 1.101 PL 102.58 PF 3.510 10.0 0.0 16.9 0.0 4.1 150 FTG 9F2E9R PE 0.011 10.0 0.0 20.4 0.0 0.027 TL 130.58 PV Pipe: 11 14.4 1.101 PL 42.33 PF 2.411 10.0 0.0 20.4 0.0 4.8 150 FTG 6FE2T2R PE 0.012 10.0 0.0 18.0 0.0 0.037 TL 65.33 PV Pipe: 12 0.0 1.101 PL 30.08 PF 0.012 10.0 0.0 18.0 0.0 0.0 150 FTG 4FE3R PE 0.013 10.0 0.0 18.0 0.0 0.000 TL 42.08 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 10/24/2022\FIRE SPRINKLERS\CALCS\INITIAL\2HD CALC - GUEST BED 2.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 0.0 1.101 PL 13.33 PF 0.013 10.0 0.0 18.0 0.0 0.0 150 FTG 2F2E PE 0.014 10.0 0.0 18.0 0.0 0.000 TL 25.33 PV Pipe: 14 0.0 1.101 PL 31.50 PF 0.014 10.0 0.0 18.0 0.0 0.0 150 FTG 4FE3R PE 0.015 10.0 0.0 18.0 0.0 0.000 TL 43.50 PV Pipe: 15 0.0 1.101 PL 1.00 PF 0.015 10.0 0.0 18.0 0.0 0.0 150 FTG ET PE 0.016 10.0 0.0 18.0 0.0 0.000 TL 11.00 PV Pipe: 16 0.0 1.101 PL 0.50 PF 0.015 10.0 0.0 18.0 0.0 0.0 150 FTG R PE 0.017 10.0 0.0 18.0 0.0 0.000 TL 1.50 PV Pipe: 17 0.0 1.101 PL 8.50 PF 0.017 10.0 0.0 18.0 0.0 0.0 150 FTG FET PE 0.018 10.0 0.0 18.0 0.0 0.000 TL 19.50 PV Pipe: 18 0.0 1.101 PL 10.75 PF 0.017 10.0 0.0 18.0 0.0 0.0 150 FTG 2F2ER PE 0.019 10.0 0.0 18.0 0.0 0.000 TL 23.75 PV Pipe: 19 14.4 1.101 PL 73.00 PF 4.112 10.0 0.0 18.0 0.0 4.8 150 FTG 9FE3T9R PE -0.920 12.0 0.0 13.0 0.0 0.037 TL 111.00 PV Pipe: 20 14.4 1.101 PL 65.66 PF 3.320 12.0 0.0 13.0 0.0 4.8 150 FTG 8F2E5R PE 0.021 12.0 0.0 9.8 0.0 0.037 TL 88.66 PV Pipe: 21 14.4 1.101 PL 8.25 PF 0.821 12.0 0.0 9.8 0.0 4.8 150 FTG F2E2R PE 0.96 10.0 0.0 9.8 0.0 0.037 TL 21.25 PV Pipe: 22 -26.4 1.101 PL 11.25 PF 2.111 10.0 0.0 20.4 0.0 8.9 150 FTG FTR PE 0.0TR 10.0 0.0 22.5 0.0 0.114 TL 18.25 PV Pipe: 100 -26.4 1.394 PL 5.00 PF 0.4TR 10.0 0.0 22.5 0.0 5.6 150 FTG ER PE 2.2FS 5.0 0.0 25.1 0.0 0.036 TL 12.00 PV Pipe: 101 FIXED PRESSURE LOSS DEVICEFS1 5.0 0.0 28.1 0.0 3.0 psi, 26.4 gpmFS 5.0 0.0 25.1 0.0 Pipe: 102 -26.4 1.101 PL 4.00 PF 1.5FS1 5.0 0.0 28.1 0.0 8.9 150 FTG RC PE 1.3BR 2.0 0.0 30.9 0.0 0.114 TL 13.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 10/24/2022\FIRE SPRINKLERS\CALCS\INITIAL\2HD CALC - GUEST BED 2.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: 103 -26.4 1.055 PL 3.00 PF 0.8BR 2.0 0.0 30.9 0.0 9.7 150 FTG E PE 0.0U1 2.0 H.S. 31.7 5.0 0.140 TL 6.00 PV Pipe: 104 -31.4 1.505 PL 6.00 PF 0.7U1 2.0 H.S. 31.7 5.0 5.7 150 FTG ET PE 1.7U2 -2.0 0.0 34.1 0.0 0.034 TL 19.00 PV Pipe: 105 -31.4 1.598 PL 215.00 PF 6.0U2 -2.0 0.0 34.1 0.0 5.0 150 FTG 3E PE 0.0M -2.0 0.0 40.1 0.0 0.026 TL 236.00 PV Pipe: 106 FIXED PRESSURE LOSS DEVICEM1 -2.0 0.0 43.1 0.0 3.0 psi, 31.4 gpmM -2.0 0.0 40.1 0.0 Pipe: 107 -31.4 0.995 PL 7.00 PF 6.9M1 -2.0 0.0 43.1 0.0 13.0 150 FTG TX PE 0.9SRC -4.0 SRCE 50.9 (N/A) 0.257 TL 27.00 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 0.002 gpm and a maximum imbalance at any node of 0.053 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.0 ft/sec at pipe 107. (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 69.64 psi with a flow of 37.95 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 10/24/2022\FIRE SPRINKLERS\CALCS\INITIAL\2HD CALC - GUEST BED 2.SDFJOB TITLE: (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 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 1.598 2.00 7.00 8.00 1.00 1.00 14.00 3.00 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 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 14.00 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 7DATE: 10/24/2022\FIRE SPRINKLERS\CALCS\INITIAL\2HD CALC - GUEST BED 2.SDFJOB TITLE: WATER SUPPLY ANALYSISStatic: 69.70 psi Resid: 20.00 psi Flow: 1500.0 gpm-14.70.010.020.030.040.050.060.070.080.0400600800100012001400160018002000FLOW (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 pressure69.66 psi @ 31.4 gpm2Required pressure 50.93 psi @ 31.4 gpmA. Source Supply CurveB. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8DATE: 10/24/2022\FIRE SPRINKLERS\CALCS\INITIAL\2HD CALC - GUEST BED 2.SDFJOB TITLE: WATER SUPPLY CURVE 72+ | 0\ | \ 66+ \ | \ | \ | \ 60+ \\ | \ | \ | \ 54+ \ | \ X \ | \\ P 48+ \ R | \ E | \ S | \ S 42+ \ U | \\ R | \ E | \ 36+ \ ( | \ P | \ S | \ I 30+ \\ ) | \ | \ | \ 24+ \ | \ | \ | * <-20.0 psi @ 1500 gpm 18+ Flow Test Point | | |============================== 12+ LEGEND " | " | X = Required Water Supply " | 50.93 psi @ 31.4 gpm " 6+ " | 0 = Available Water Supply " | 69.66 psi @ 31.4 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) RESIDENTIAL FIRE SYSTEMS, INC. 8085 EAST CRYSTAL DRIVE ANAHEIM, CA. 92807 HYDRAULIC CALCULATIONS FOR MILLER RESIDENCE 2 HD WORKOUT CALC FILE NUMBER: 14368 DATE: OCT 24, 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: 26.3 gpm TOTAL WATER REQUIRED (including hose): 31.3 gpm FLOW AND PRESSURE (@ BOR): 26.3 gpm @ 35.1 psi REQUIRED PRESSURE (@ SRC): 55.1 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/ RCFD CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 10/24/2022INTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD CALC - WORKOUT.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 69.7 20.0 1500.0 69.7 31.3 55.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.3 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 5.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.3 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 10.0 - - - - 21.8 - - -2 10.0 - - - - 21.8 - - -3 10.0 - - - - 21.8 - - -4 10.0 - - - - 21.8 - - -5 10.0 - - - - 21.8 - - -6 10.0 - - - - 21.8 - - -7 12.0 - - - - 21.4 - - -8 12.0 - - - - 21.8 - - -9 12.0 - - - - 22.2 - - -10 10.0 - - - - 23.8 - - -11 10.0 - - - - 24.7 - - -12 10.0 - - - - 20.2 - - -13 10.0 - - - - 15.4 - - -14 10.0 - - - - 12.6 - - -15 10.0 - - - - 7.7 - - -16 10.0 K= 4.90 7.3 13.317 10.0 - - - - 7.6 - - -18 10.0 K= 4.90 7.0 13.019 10.0 - - - - 7.6 - - -20 12.0 - - - - 20.1 - - -21 12.0 - - - - 20.8 - - -TR 10.0 - - - - 26.8 - - -FS 5.0 - - - - 29.4 - - -FS1 5.0 - - - - 32.4 - - -BR 2.0 - - - - 35.1 - - -U1 2.0 HOSE STREAM 36.0 5.0U2 -2.0 - - - - 38.4 - - -M -2.0 - - - - 44.3 - - -M1 -2.0 - - - - 47.3 - - -SRC -4.0 SOURCE 55.1 31.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 10/24/2022INTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD CALC - WORKOUT.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 18.33 PF 0.01 10.0 0.0 21.8 0.0 0.0 150 FTG 3F2E PE 0.02 10.0 0.0 21.8 0.0 0.000 TL 31.33 PV Pipe: 2 0.0 1.101 PL 3.58 PF 0.02 10.0 0.0 21.8 0.0 0.0 150 FTG FET PE 0.03 10.0 0.0 21.8 0.0 0.000 TL 14.58 PV Pipe: 3 0.0 1.101 PL 5.25 PF 0.02 10.0 0.0 21.8 0.0 0.0 150 FTG FR PE 0.04 10.0 0.0 21.8 0.0 0.000 TL 7.25 PV Pipe: 4 0.0 1.101 PL 10.00 PF 0.04 10.0 0.0 21.8 0.0 0.0 150 FTG F2ET PE 0.05 10.0 0.0 21.8 0.0 0.000 TL 26.00 PV Pipe: 5 0.0 1.101 PL 6.83 PF 0.04 10.0 0.0 21.8 0.0 0.0 150 FTG FR PE 0.06 10.0 0.0 21.8 0.0 0.000 TL 8.83 PV Pipe: 6 -6.0 1.101 PL 37.00 PF 0.56 10.0 0.0 21.8 0.0 2.0 150 FTG F2E2T5R PE -0.97 12.0 0.0 21.4 0.0 0.007 TL 63.00 PV Pipe: 7 -6.0 1.101 PL 39.50 PF 0.47 12.0 0.0 21.4 0.0 2.0 150 FTG 5FER PE 0.08 12.0 0.0 21.8 0.0 0.007 TL 50.50 PV Pipe: 8 -6.0 1.101 PL 40.33 PF 0.48 12.0 0.0 21.8 0.0 2.0 150 FTG 5FET4R PE 0.09 12.0 0.0 22.2 0.0 0.007 TL 59.33 PV Pipe: 9 -6.0 1.101 PL 59.66 PF 0.79 12.0 0.0 22.2 0.0 2.0 150 FTG 8F2ET9R PE 0.910 10.0 0.0 23.8 0.0 0.007 TL 91.66 PV Pipe: 10 -6.0 1.101 PL 102.58 PF 1.010 10.0 0.0 23.8 0.0 2.0 150 FTG 9F2E9R PE 0.011 10.0 0.0 24.7 0.0 0.007 TL 130.58 PV Pipe: 11 20.2 1.101 PL 42.33 PF 4.511 10.0 0.0 24.7 0.0 6.8 150 FTG 6FE2T2R PE 0.012 10.0 0.0 20.2 0.0 0.070 TL 65.33 PV Pipe: 12 26.3 1.101 PL 30.08 PF 4.712 10.0 0.0 20.2 0.0 8.9 150 FTG 4FE3R PE 0.013 10.0 0.0 15.4 0.0 0.113 TL 42.08 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 10/24/2022INTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD CALC - WORKOUT.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 26.3 1.101 PL 13.33 PF 2.913 10.0 0.0 15.4 0.0 8.9 150 FTG 2F2E PE 0.014 10.0 0.0 12.6 0.0 0.113 TL 25.33 PV Pipe: 14 26.3 1.101 PL 31.50 PF 4.914 10.0 0.0 12.6 0.0 8.9 150 FTG 4FE3R PE 0.015 10.0 0.0 7.7 0.0 0.113 TL 43.50 PV Pipe: 15 13.3 1.101 PL 1.00 PF 0.415 10.0 0.0 7.7 0.0 4.5 150 FTG ET PE 0.016 10.0 4.9 7.3 13.3 0.032 TL 11.00 PV Pipe: 16 13.0 1.101 PL 0.50 PF 0.015 10.0 0.0 7.7 0.0 4.4 150 FTG R PE 0.017 10.0 0.0 7.6 0.0 0.031 TL 1.50 PV Pipe: 17 13.0 1.101 PL 8.50 PF 0.617 10.0 0.0 7.6 0.0 4.4 150 FTG FET PE 0.018 10.0 4.9 7.0 13.0 0.031 TL 19.50 PV Pipe: 18 0.0 1.101 PL 10.75 PF 0.017 10.0 0.0 7.6 0.0 0.0 150 FTG 2F2ER PE 0.019 10.0 0.0 7.6 0.0 0.000 TL 23.75 PV Pipe: 19 -6.0 1.101 PL 73.00 PF 0.812 10.0 0.0 20.2 0.0 2.0 150 FTG 9FE3T9R PE -0.920 12.0 0.0 20.1 0.0 0.007 TL 111.00 PV Pipe: 20 -6.0 1.101 PL 65.66 PF 0.720 12.0 0.0 20.1 0.0 2.0 150 FTG 8F2E5R PE 0.021 12.0 0.0 20.8 0.0 0.007 TL 88.66 PV Pipe: 21 -6.0 1.101 PL 8.25 PF 0.221 12.0 0.0 20.8 0.0 2.0 150 FTG F2E2R PE 0.96 10.0 0.0 21.8 0.0 0.007 TL 21.25 PV Pipe: 22 -26.3 1.101 PL 11.25 PF 2.111 10.0 0.0 24.7 0.0 8.9 150 FTG FTR PE 0.0TR 10.0 0.0 26.8 0.0 0.113 TL 18.25 PV Pipe: 100 -26.3 1.394 PL 5.00 PF 0.4TR 10.0 0.0 26.8 0.0 5.5 150 FTG ER PE 2.2FS 5.0 0.0 29.4 0.0 0.036 TL 12.00 PV Pipe: 101 FIXED PRESSURE LOSS DEVICEFS1 5.0 0.0 32.4 0.0 3.0 psi, 26.3 gpmFS 5.0 0.0 29.4 0.0 Pipe: 102 -26.3 1.101 PL 4.00 PF 1.5FS1 5.0 0.0 32.4 0.0 8.9 150 FTG RC PE 1.3BR 2.0 0.0 35.1 0.0 0.113 TL 13.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 10/24/2022INTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD CALC - WORKOUT.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: 103 -26.3 1.055 PL 3.00 PF 0.8BR 2.0 0.0 35.1 0.0 9.6 150 FTG E PE 0.0U1 2.0 H.S. 36.0 5.0 0.139 TL 6.00 PV Pipe: 104 -31.3 1.505 PL 6.00 PF 0.6U1 2.0 H.S. 36.0 5.0 5.6 150 FTG ET PE 1.7U2 -2.0 0.0 38.4 0.0 0.034 TL 19.00 PV Pipe: 105 -31.3 1.598 PL 215.00 PF 6.0U2 -2.0 0.0 38.4 0.0 5.0 150 FTG 3E PE 0.0M -2.0 0.0 44.3 0.0 0.025 TL 236.00 PV Pipe: 106 FIXED PRESSURE LOSS DEVICEM1 -2.0 0.0 47.3 0.0 3.0 psi, 31.3 gpmM -2.0 0.0 44.3 0.0 Pipe: 107 -31.3 0.995 PL 7.00 PF 6.9M1 -2.0 0.0 47.3 0.0 12.9 150 FTG TX PE 0.9SRC -4.0 SRCE 55.1 (N/A) 0.255 TL 27.00 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 0.001 gpm and a maximum imbalance at any node of 0.012 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 ft/sec at pipe 107. (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 69.65 psi with a flow of 35.92 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 10/24/2022INTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD CALC - WORKOUT.SDFJOB TITLE: (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 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 1.598 2.00 7.00 8.00 1.00 1.00 14.00 3.00 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 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 14.00 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 7DATE: 10/24/2022INTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD CALC - WORKOUT.SDFJOB TITLE: WATER SUPPLY ANALYSISStatic: 69.70 psi Resid: 20.00 psi Flow: 1500.0 gpm-14.70.010.020.030.040.050.060.070.080.0400600800100012001400160018002000FLOW (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 pressure69.66 psi @ 31.3 gpm2Required pressure 55.07 psi @ 31.3 gpmA. Source Supply CurveB. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8DATE: 10/24/2022INTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD CALC - WORKOUT.SDFJOB TITLE: WATER SUPPLY CURVE 72+ | 0\ | \ 66+ \ | \ | \ | \ 60+ \\ | \ | \ X \ 54+ \ | \ | \ | \\ P 48+ \ R | \ E | \ S | \ S 42+ \ U | \\ R | \ E | \ 36+ \ ( | \ P | \ S | \ I 30+ \\ ) | \ | \ | \ 24+ \ | \ | \ | * <-20.0 psi @ 1500 gpm 18+ Flow Test Point | | |============================== 12+ LEGEND " | " | X = Required Water Supply " | 55.07 psi @ 31.3 gpm " 6+ " | 0 = Available Water Supply " | 69.66 psi @ 31.3 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org November 28, 2022 Residential Fire Systems Re: Residential Fire Sprinkler Plan Review – Miller Residence FSS2022-0393 (81436 Amundson) 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. Rebecca Winscott - 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: 81436 Amundson PERMIT#: FSS2022-0393 DATE ISSUED: 11/28/22 DESCRIPTION: Miller Residence CONTRACTOR: Residential Fire Systems 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.