FSS2022-0428ADDITIONAL SITES
CHRONOLOGY
CONTACTS
NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL
APPLICANT K P S FIRE SPRINKLERS INC 760 SOUTH ROCHESTER
AVENUE
ONTARIO CA 91761 (909)980-9222 RValencia@kpspowerh
ome.com
CONTRACTOR K P S FIRE SPRINKLERS INC 760 SOUTH ROCHESTER
AVENUE
ONTARIO CA 91761 (909)980-9222 RValencia@kpspowerh
ome.com
OWNER ANGELA JUAREZ 52625 AVENIDA RUBIO LA QUINTA CA 92253 (909)980-9222
CONDITIONS
Description: CORAL MOUNTAIN / FIRE SPRINKLERS / BRES2022-0675 / PLAN JMOD
Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - TRACT
HOMES
Status: ISSUED Applied: 11/15/2022 ECON
Parcel No: 762490002 Site Address: 57939 SANTO THOMAS LA QUINTA,CA 92253 Approved: 11/16/2022 AHI
Subdivision: TR 34243 Block: Lot: 2 Issued: ONLINE
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled:
Valuation: $1,000.00 Occupancy Type: Construction Type: Expired: 11/1/2023 LRO
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: LOT 2, PLAN JMOD
FINANCIAL INFORMATION
Printed: Thursday, July 20, 2023 2:26:34 PM 1 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0428
BOND INFORMATION
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED
DATE
COMPLETED
DATE
RESULT REMARKS NOTES
OVERHEAD ROUGH
PIPING
LRO 5/5/2023 5/5/2023 APPROVED
OVERHEAD HYRO LRO 5/5/2023 5/5/2023 APPROVED
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED
DATE
STATUS REMARKS NOTES
1ST PERMIT TECH –
ETRAKIT (1 DAY)
AARON
HICKSON
11/15/2022 11/16/2022 11/16/2022 COMPLETE
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 $167.00 $167.00 11/21/22 WEB13671 757285091 CREDIT 954532 ECON
Total Paid for FIRE FEES: $167.00 $167.00
RECORDS
MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 11/21/22 WEB13671 757285091 CREDIT 954532 ECON
Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00
TECHNOLOGY
ENHANCEMENT FEE 502-0000-43611 0 $8.00 $8.00 11/21/22 WEB13671 757285091 CREDIT 954532 ECON
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $8.00 $8.00
TOTALS:$186.00 $186.00
Printed: Thursday, July 20, 2023 2:26:34 PM 2 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0428
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 11/15/2022 Etrakit Contractor LOT 2 PERMIT APP coral mtn lot 2.pdf 1
DOC 11/15/2022 Etrakit Contractor PLAN JMOD APPROVED
PLANS
PLAN JMOD-coral
mtn.pdf 1
Printed: Thursday, July 20, 2023 2:26:34 PM 3 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0428
2524522353545556575859606162SALIDA DEL SOL67636465 662268512120691926182728293031323334353637SANTO THOMAS3870WALKING PARKVALLE VERDE5049484746454443 42414039GATEDPRIVATEENTRY1716 15141312 11 10 9 876 54 321CASTILLO DEL AREANABRISA MARINAAVENUE 58DDDDDD MODERN D MODERND MODERND MODERND MODERND MODERND MODERND MODERN D MODERND MODERND MODERND MODERND MODERNJ MODERNJ MODERNJ MODERNJ MODERNJ MODERNJ MODERNJ MODERNJ MODERNJJJJJJJJZZZZZZZEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTING28'-012"47'-1112"69'-012"69'-0"FIRE HYDRANTFIRE FLOW ANALYSISSTATIC: 90.8 PSIRESIDUAL: 84.4 PSIFLOW: 1,250 GPM6" D.I.P.15'-0" MAX LENGTHNICNICNICNICSEE SHEET FP-1FOR ENLARGED SITE PLANSHOWING WORST CASE SCENARIOFOR CALCULATIONS REFERENCE.8" D.I.P.962'-0" TOTAL LENGTH8" D.I.P.97'-0" TOTAL LENGTH8" D.I.P.372'-0" TOTAL LENGTH8" D.I.P.361'-0" TOTAL LENGTH8" D.I.P.798'-0" TOTAL LENGTH8" D.I.P.165'-0" TOTAL LENGTH1" FIRE RISERWITH ACCESS PANELACCESSIBLE INSIDEGARAGE. SEE SHEETFP-1 RISER DETAIL.1" COPPER TYPE K35' MAX LENGTH3/4" WATER METERSEE SHEET FP-1RISER DETAIL1-1/2" PVC SCH. 40105' MAX LENGTH676566DJ MODERNZSALIDA DEL SOLNOTE: LOT 66 IS THEWORST CASE SCENARIOFROM SOURCE FIRE HYDRANTAND USED FOR CALCULATIONREFERENCE.DESCRIPTIONDATENO.REVISIONSTHE RECIPIENT OF THESE PLANS HEREBYACKNOWLEDGES THAT ALL PLANS, DETAILS,SPECIFICATIONS OR METHODS OF INSTALLATIONCONTAINED WITHIN THIS SET OF PLANS IS THESOLE PROPERTY OF KPS FIRE SPRINKLER INC.AND THAT ANY USE OF THIS SET OF PLANS ISPROHIBITED WITHOUT RECEIVING PERMISSIONFROM KPS FIRE SPRINKLER INC.SCALE:4'1'2' 3'DESIGNERPAGE NAME:SHEET:REVIEW BY IF SHEET IS LESS THAN 24" x 36"IT IS A REDUCED PRINT SCALEREDUCE ACCORDINGLYDATELA QUINTA, CA 92253 / TRACT #34243 FIRE SPRINKLER MASTER PLAN J-MODERNCORAL MOUNTAINALTA VERDE1/4"=1'-0"PAGE: OF 4LMLM4/23/2021 FP-11GENERAL NOTES, VICINITY MAP, FIRE RISER DETAIL & SITE PLAN ONTARIO, CA 91761760 S. ROCHESTER AVE. STE BFAX 909-980-4477PH. 909-980-9222 C-16 LIC.# 954532BUILDING SUMMARYTOTAL FOOTPRINT AREA:1ST FLOOR AREA:2ND FLOOR AREA:GARAGE AREA:SQ.FT.SQ.FT.SQ.FT.SQ.FT.OCCUPANCY:CONSTRUCT. TYPE:R3 / UV - BFIRE SPRINKLER MASTER PLAN J-MODERNAHJ: CITY OF LA QUINTA LA QUINTA, CA 92253 / TRACT #34243 4693,0362,567N/ACORAL MOUNTAINALTA VERDEAPPROVAL STAMPVICINITY MAPFROM INTERIOR OF THE BUILDING. FREEZING PROTECTION SHALL BE PROVIDED AS REQUIRED BY THE FIELD INSPECTION UNIT WHERE THE -MAIN RISER ACCESS PANEL SHALL BE PROVIDED AREA IS SUBJECTED TO FREEZING TEMPS. MATERIAL NOTES1. ALL PIPE TO BE BLAZEMASTER CPVC PIPE AND CONCEALED.2. HEADS IN RESIDENTIAL AREAS TO BE RESIDENTIAL FAST RESPONSE CONCEALED SPRINKLERS.MANUFACTURER IS RELIABLE AND MODEL IS RFC49 SIN RA0616 WITH 4.9 K-FACTOR AND INTERMEDIATE212 DEGREES. SPACING OF SPRINKLERS IS 256 SQ FT (16'X16') AND 400 SQ FT (20'X20'). SEE PLANS ANDHYDRAULIC CALCULATIONS.3. HEADS IN GARAGE AND LAUNDRY AREAS TO BE RESIDENTIAL FAST RESPONSE CONCEALEDSPRINKLERS. MANUFACTURER IS RELIABLE AND MODEL IS RFC49 SIN RA0616 WITH 4.9 K-FACTOR ANDINTERMEDIATE 212 DEGREES. SPACING OF SPRINKLERS IS 256 SQ FT (16'X16'). SEE PLANS ANDHYDRAULIC CALCULATIONS.4. RISER TO BE 1" CPVC AND CONCEALED IN WALL WITH ACCESS PANEL.5. ALL PIPE SUPPORTS ARE TO BE PER NFPA #13D, 2016 ED. REQUIREMENTS.6. HANGERS TO BE PLACED NO MORE THAN 6'-0" O.C. & MAX 6" FROM ALL DROPS TO SPRINKLERS.7. ALL MATERIALS ARE TO BE UL LISTED PER NFPA 13D REQUIREMENTS, EXCEPT FOR DEVICES ANDCOMPONENTS INDICATED WITHIN NFPA 13D.8. ALL WORK IS TO BE DONE IN ACCORDANCE WITH NFPA STANDARDS.GENERAL NOTESa. This residential sprinkler system shall be designed, installed, and maintained inaccordance with 2016 NFPA 13D and the city of La Quinta.b. The installer shall provide to the owner / occupant instructions on inspecting, testing, andmaintaining the system.c. Only listed and approved devices or materials shall be installed in the system (excepthangers, tanks, and pumps).d. Only new UL 1626 listed residential sprinklers shall be installed within the dwelling area.e. Every residential sprinkler system shall be field tested and inspected at both the roughplumbing and final inspection, prior to occupancy being granted.f. All systems shall be tested for leakage at normal system operating water pressure for aperiod of not less than two hours.g. All systems shall have an underground flush completed at the time of the hydrostatic test.Flushing shall be completed prior to connecting the underground piping to the overheadpiping.h. All valves shall have a permanently affixed sign indicating its function.i. Piping shall be supported from structural members using support methods comparable tothose required by local plumbing codes.Exception: Listed piping shall be supported in accordance with any listinglimitations.j. The spacing and location of sprinklers shall conform to the manufacturer's requirementsand those contained in NFPA #13D.k. Interconnected smoke alarms shall be installed throughout the residence in accordancewith the California Fire and Building Codesl. Any portion of the sprinkler system that is subject to freezing shall be protected againstthis exposure.SCOPE OF WORK1. INSTALL A NEW 13D FIRE SPRINKLER SYSTEM IN NEW DETACHED SINGLE-FAMILY RESIDENCE WITHATTACHED GARAGE.2. THE NEW 13D FIRE SPRINKLER SYSTEM SHALL BE IN ACCORDANCE WITH 2016 NFPA 13D AND THECITY OF LA QUINTA.3. POINT OF CONNECTION IS +2'-0" ABOVE FINISH FLOOR AT GARAGE, SEE PLAN.4. ALL UNDERGROUND IS UNDER A SEPARATE PERMIT BY OTHERS.1" TAP INTOWATER MAINWITH METERCORPORATIONSTOP1" COPPER TYPE K35'-0" MAX LENGTH36" MIN.EXISTING SIDE WALKOR FINISHED GRADE+9"3/4" WATER METER22 PSI LOSS PER2016 NFPA 13DTABLE 10.4.4(a)UG2UG3M1M2UG4101-1'-6"-6'-0"-3'-8"-1'-6"-1'-6"-1'-6"1-1/2" PVC SCH. 40 105'-0" MAX LENGTH 1-1/2" PVC SCH. 40 2'-2" TOTAL LENGTH 1" COPPER TYPE L 1'-6" MAX LENGTH TO OVERHEADFIRE SPRINKLER SYSTEMTORC.P.V.C PIPING1" CPVC CHECK VALVE300 PSI PRESSURE GAUGE14" X 14" ACCESS PANEL(RUBBER SEATED)1/2" MAIN DRAIN & TEST VALVE MAIN DRAIN STUB OUT1" CPVC TO DOMESTIC W/ PRV5 GPM DOMESTIC DEMAND 1" ANGLE VALVE FOR CITY SHUTOFFPOINT OF CONNECTION FORFIRE SPRINKLER SYSTEM AND OUTLET SUPPLIED BY PLUMBER.NO IRRIGATION TAPS SHALL BEMADE AHEAD OF THIS POINT.1-1/2" COPPER TYPE L5'-8" MAX LENGTH -3'-8"BOR+2'-0"FINISH FLOOR 0'-0"FINISH GRADE - 0'-8"DS+2'-0"1" COPPER TYPE L1'-0" MAX LENGTH 1" CPVC 2'-0" MAX LENGTH POC+2'-0"1" COPPER TYPE K0'-6" MAX LENGTH7'-6" TOTAL LENGTH FIRE FLOW INFORMATIONSTATIC:RESIDUAL:FLOW:CONDUCTED BY COACHELLA VALLEY -RISER DETAIL SHOWN FOR REFERENCE ONLY.-ALL U.G. INSTALLED BY OTHERS-SEE APPROVED WATER DEVELOPMENT PLANS FOR CLARIFICATION OF U.G PIPE ROUTING-ALL LENGTHS TAKEN FROM THE SITE PLAN ARERISER DETAIL NOTES OF WORST CASE SCENARIO -WATER MAIN PIPE IS - 6 FT FROM FINISH FLOOR -DETAIL IS SCHEMATIC ONLY. -IF PRESSURE REDUCER IS ADDED THEN IT SHALL BE INSTALL ON DOMESTIC SIDE OF SYSTEM ONLY. -RISER DETAIL IS NOT TO SCALE.WATER DISTRICT CONTACT: HECTOR RODRIGUEZ DATE: 3/5/2021PROJECT NAME: CORAL MOUNTAIN +9'-6"PHONE: (760) 398-2661 EXT. 2397 LA QUINTA, CA 92253TRACT No. 34243NEW DETACHED SINGLE-FAMILY RESIDENCESALTA VERDEPO BOX 13290PALM DESERT, CA 922551. ALL CONSTRUCTION SHALL EXCEED THE LATEST EDITION OF CODES ADOPTED BY LOCAL GOVERNMENTAGENCIES. THESE SHALL INCLUDE:CODESDEVELOPERNNOT TO SCALEAT NODE "DS"CORAL MOUNTAIN_________________BY ALTA VERDESITE PLAN N1/64"=1'-0" 1" BALL VALVE FOR OWNER'S SHUT OFF VALVE LOCATION: FIRE FLOW ANALYSIS ON FRONT OF LOTS 27 & 28 ENLARGED SITE PLAN N1/32"=1'-0" FIRE RISER DETAILNOT TO SCALEAND 1" CHECK VALVE PER PER RESIDENTIAL CONNECTION CHARGE ESTIMATE (FOR CALCULATION PURPOSES) FCMP2021-0016PLAN - J-MODERN
FIRE SPRINKLER MASTER PLAN J-MODERN 0SCALE:1/4"=1'-0"248163FP-24FP-21FP-22FP-21'-0"1'-0"3'-0"9"9"JJJJs/coSs/cos/coSSSSJJJSSR3'-0"R3'-0"R3'-0"R3'-0"R3'-0"R3'-0"2-CAR GARAGE9'-0"8.2 SQ FTSEE NOTE A9'-0"CLOSET9'-0"MECH. RM. 9'-0"CLOSETSEE NOTE A9'-0"PORCH SEE NOTE A14'-3"COVERED PATIO 10'-0"MECH. RM. 10'-0"LIVING ROOM 10'-0"KITCHEN 10'-0"DINING ROOM ISLAND 9'-0"CEILING 9'-0"ENTRY 31.3 SQ FTSEE NOTE A9'-0"POWDER 13.5 SQ FTSEE NOTE A9'-0"CLOSET9'-0"HALL13 SQ FTSEE NOTE A9'-0"CLOSET51.1 SQ FTSEE NOTE A9'-0"GUEST BATH 1 53.5 SQ FTSEE NOTE A9'-0"GUEST BATH 2 20'X20' SPACING 9'-0"GUEST BEDROOM 1 20'X20' SPACING 9'-0"GUEST BEDROOM 29'-0"LAUNDRY 5.1 SQ FT
SEE NOTE A
9'-0"
CLOSET20.5 SQ FTSEE NOTE A9'-0"TOILET 9'-0"MASTER BATH 9'-0"MASTER WIC 9'-0"MASTER BEDROOM HEAT ZONE 1" FIRE SPRINKLER RISER INSIDE ACCESS PANEL (SEE RISER DETAILON SHEET FP-1) BORTOR5'-6"10'-0"5'-11"12'-0"4'-012"4'-0"6"2'-6"2'-9"6"4'-1"2'-212"10'-0"5'-0"7'-312"8'-712"9'-8"20'X20' SPACING 9'-0"OFFICE 2'-7"4'-9"7'-31
2"8'-612"9'-8"
8'-0"5'-0"5'-7"5'-6"1'-1012"8'-1"9'-61
2"3'-6"2'-5"5'-5"15'-3"1'-0"7'-1"3'-0"16'-0"12'-7"6'-9"8'-0"14'-5"8'-0"HEAT ZONE S.A.
S.A.R.A.R.A.R.A.2'-0"20'X20' SPACING H1D1H2D2H5D5H3D3H4D412347856910111213LIVING ROOM MOST DEMANDINGCALCULATION 16' X 16' SPACING MASTER BEDROOM PROOF CALCULATION 16' X 16' SPACING MASTER WIC MOST DEMANDINGCALCULATION 20'X20' SPACING 2'-0"2'-1"9'-0"SOFFIT R.A.9'-0"SOFFIT 2'-0"8'-6"3'-1"10'-9"3'-9"5'-812"12'-6"5'-412"8'-0"14'-412"11'-512"4'-7"6'-1112"1'-1012"3'-8"SECTION 20SCALE:1/8"=1'-0"481632SECTION 10SCALE:1/8"=1'-0"481632SECTION 40SCALE:1/8"=1'-0"481632SECTION 30SCALE:1/8"=1'-0"4816321'-0"1/4"1'-0"1/4"DINING ROOMLIVING ROOMGARAGECLOSETOFFICEGUEST BEDROOM1GUEST BEDROOM2LAUNDRYMASTERBEDROOM1'-0"1/4"1'-0"1/4"DINING ROOMKITCHENENTRYGARAGE1'-0"1/4"1'-0"1/4"1'-0"1/4"LIVING ROOMMECH ROOM
EXTERIOR
HALLGUEST BEDROOM110'-0"PIPE 10'-6"HEAD 10'-0"10'-0"PIPE 10'-6"HEAD 10'-0"10'-0"PIPE 10'-6"HEAD 10'-0"9'-0"PIPE 9'-6"HEAD 9'-0"9'-0"PIPE 9'-6"HEAD 9'-0"9'-0"PIPE 9'-6"HEAD 9'-0"2'-1"1'-0"RESIDUAL PRESSUREGPM DISCHARGEGPMPSIDESIGNED AREA OF DISCHARGE:NO. OF SPRINKLERSSYSTEM DEMAND AT THE BASE OF RISERBASIS OF DESIGNDENSITY:LOCATIONSQ.FT.GPM/SQ.FT.GPM DISCHARGEGPMPSISYSTEM DEMAND AT SOURCETYPE OF SPRINKLER(S)ORIFICE SIZETEMPERATURE RATINGORIENTATIONK-FACTORSIN NUMBERRESPONSE TYPEPROTECTION AREA PER SPRINKLERSQ.FT.AUTOMATIC SPRINKLER SYSTEMTHIS BUILDING IS PROTECTEDBY A HYDRAULICALLY DESIGNEDHYDRAULIC - SYSTEMRESIDUAL PRESSUREPSI*SAFETY FACTORPER NFPA 13D, 2016 EDITIONMASTER BEDROOM 2.052 HEAD CALC.26.014 17.53431.014 69.824RELIABLE 7/16"212°PEND. CONC. 4.9RA0616FAST RESPONSE 256 (16'X16') 11.890DESCRIPTIONDATENO.REVISIONSTHE RECIPIENT OF THESE PLANS HEREBYACKNOWLEDGES THAT ALL PLANS, DETAILS,SPECIFICATIONS OR METHODS OF INSTALLATIONCONTAINED WITHIN THIS SET OF PLANS IS THESOLE PROPERTY OF KPS FIRE SPRINKLER INC.AND THAT ANY USE OF THIS SET OF PLANS ISPROHIBITED WITHOUT RECEIVING PERMISSIONFROM KPS FIRE SPRINKLER INC.SCALE:
4'1'2'3'
DESIGNER
PAGE NAME:
SHEET:
REVIEW BY
IF SHEET IS LESS THAN 24" x 36"
IT IS A REDUCED PRINT SCALE
REDUCE ACCORDINGLY
DATE
LA QUINTA, CA 92253 / TRACT #34243
FIRE SPRINKLER MASTER PLAN J-MODERN
CORAL MOUNTAIN
ALTA VERDE
1/4"=1'-0"
PAGE: OF 4
LM
LM
4/23/2021
FP-2
2
FIRE SPRINKLER PLAN & HYDRAULIC CALCULATION PLACARDS
ONTARIO, CA 91761
760 S. ROCHESTER AVE. STE B
FAX 909-980-4477PH. 909-980-9222 C-16 LIC.# 954532 NOTE A:SOME AREAS FALL UNDER EXCEPTIONS FOR SPRINKLERHEAD REQUIREMENTS 2016 EDITION NFPA 13D SECTIONS8.3.2 , 8.3.3, 8.3.4, 8.3.6, AND 8.3.8. SEE PLAN FOR EXCEPTIONAREAS.NOTE B:CLOSET AREA FALL UNDER EXCEPTIONS FOR SPRINKLERHEAD REQUIREMENTS 2016 EDITION NFPA 13D SECTION 8.2.7SEE PLAN FOR EXCEPTION AREAS.NOTE C:SPRINKLER HEAD PERMITTED TO HAVE A SHADOW AREA OF15 SQUARE FEET PER 2016 EDITION NFPA 13D SECTION8.2.5.6.NOTE D:SPRINKLERS SHALL NOT BE REQUIRED FOR CEILINGPOCKETS THAT MEET THE CONDITION PER 2016 EDITIONNFPA 13D SECTION 8.3.7.PLAN NOTES:-ALL PIPING TO BE 1" CPVC, UNLESS OTHERWISE NOTED.-ALL ARM-OVERS TO BE 1".-ALL HEADS DROP TO BE 1".-ALL PIPE INSTALLED WITHIN ATTIC SHALL BE PROVIDED WITHINSULATION ON THE ATTIC SIDE OF THE PIPE TO AVOIDEXPOSURE OF THE PIPE RATED TEMPERATURE.7.5.6 TEMPERATURE RATINGS.7.5.6.1 SPRINKLERS INSTALLED WHERE MAXIMUM AMBIENTCEILING TEMPERATURES DO NOT EXCEED 100°F (38°C) SHALLBE ORDINARY TEMPERATURE-RATED ORINTERMEDIATE-TEMPERATURE RATED SPRINKLERSTHROUGHOUT UNLESS MODIFIED BY THE REQUIREMENTS OF7.5.6.3.7.5.6.2 SPRINKLERS INSTALLED WHERE MAXIMUM AMBIENTCEILING TEMPERATURES ARE BETWEEN 101°F AND 150°F(38°C AND 65°C) SHALL BE INTERMEDIATETEMPERATURE-RATED SPRINKLERS UNLESS MODIFIED BY7.5.6.3.7.5.6.3* THE FOLLOWING PRACTICES SHALL BE OBSERVEDWHEN INSTALLING RESIDENTIAL SPRINKLERS UNLESS HIGHEREXPECTED AMBIENT TEMPERATURES REQUIRE A HIGHERTEMPERATURE RATING:(1)SPRINKLERS UNDER GLASS OR PLASTIC SKYLIGHTSEXPOSED TO DIRECT RAYS OF THE SUN SHALL BE OFINTERMEDIATE TEMPERATURE CLASSIFICATION.(2)SPRINKLERS IN AN UNVENTILATED CONCEALED SPACEUNDER AN UNINSULATED ROOF OR IN AN UNVENTILATEDATTIC SHALL BE OF INTERMEDIATE TEMPERATURECLASSIFICATION.(3)*SPRINKLERS INSTALLED NEAR SPECIFIC HEAT SOURCESTHAT ARE IDENTIFIED IN TABLE 7.5.6.3 SHALL BE OF THETEMPERATURE RATING INDICATED IN TABLE 7.5.6.3UNLESS SPRINKLERS ARE LISTED FOR POSITIONINGCLOSER TO THE HEAT SOURCE.(4)SPRINKLERS INSTALLED IN SAUNAS AND STEAM ROOMSWHERE THE MAXIMUM AMBIENT CEILING TEMPERATURESARE BETWEEN 151°F AND 225°F (66°C TO 107°C) SHALL BEHIGH TEMPERATURE-RATED SPRAY SPRINKLERS.APPROVAL STAMPRESIDUAL PRESSUREGPM DISCHARGEGPMPSIDESIGNED AREA OF DISCHARGE:NO. OF SPRINKLERSSYSTEM DEMAND AT THE BASE OF RISERBASIS OF DESIGNDENSITY:LOCATIONSQ.FT.GPM/SQ.FT.GPM DISCHARGEGPMPSISYSTEM DEMAND AT SOURCETYPE OF SPRINKLER(S)ORIFICE SIZETEMPERATURE RATINGORIENTATIONK-FACTORSIN NUMBERRESPONSE TYPEPROTECTION AREA PER SPRINKLERSQ.FT.AUTOMATIC SPRINKLER SYSTEMTHIS BUILDING IS PROTECTEDBY A HYDRAULICALLY DESIGNEDHYDRAULIC - SYSTEMRESIDUAL PRESSUREPSI*SAFETY FACTORPER NFPA 13D, 2016 EDITIONLIVING ROOM 2.052 HEAD CALC.26.00919.28831.009 71.569 RELIABLE 7/16"212°PEND. CONC. 4.9RA0616FAST RESPONSE 256 (16'X16') 10.145 RESIDUAL PRESSUREGPM DISCHARGEGPMPSIDESIGNED AREA OF DISCHARGE:NO. OF SPRINKLERSSYSTEM DEMAND AT THE BASE OF RISERBASIS OF DESIGNDENSITY:LOCATIONSQ.FT.GPM/SQ.FT.GPM DISCHARGEGPMPSISYSTEM DEMAND AT SOURCETYPE OF SPRINKLER(S)ORIFICE SIZETEMPERATURE RATINGORIENTATIONK-FACTORSIN NUMBERRESPONSE TYPEPROTECTION AREA PER SPRINKLERSQ.FT.AUTOMATIC SPRINKLER SYSTEMTHIS BUILDING IS PROTECTEDBY A HYDRAULICALLY DESIGNEDHYDRAULIC - SYSTEMRESIDUAL PRESSUREPSI*SAFETY FACTORPER NFPA 13D, 2016 EDITIONMASTER WIC 1.051 HEAD CALC.21.019 27.18626.019 71.934RELIABLE 7/16"212°PEND. CONC. 4.9RA0616FAST RESPONSE 400 (20'X20') 9.782CALCULATION NOTE:-ALL HEADS TO BE 16'X16', UNLESS OTHERWISE STATED.-ALL ROOMS LESS THAN 400 FT² AND LESS THAN 20' IN EACH DIRECTION CAN BE COVERED WITH A HEAD AT 20'X20'SPACING. SEE ROOMS WITH NOTE "20'X20' SPACING".BUILDING SUMMARY
TOTAL FOOTPRINT AREA:
1ST FLOOR AREA:
2ND FLOOR AREA:
GARAGE AREA:
SQ.FT.
SQ.FT.
SQ.FT.
SQ.FT.
OCCUPANCY:
CONSTRUCT. TYPE:
R3 / U
V - B
FIRE SPRINKLER MASTER PLAN J-MODERN
AHJ: CITY OF LA QUINTA
LA QUINTA, CA 92253 / TRACT #34243
469
3,036
2,567
N/A
CORAL MOUNTAIN
ALTA VERDE
REVERSE FIRE SPRINKLER MASTER PLAN J-MODERN 0SCALE:1/4"=1'-0"248163FP-34FP-31FP-32FP-31'-0"1'-0"3'-0"9"9"JJJJs/coSs/cos/coSSSSJJJSSR3'
-0
"R3'
-0
"R3'
-0
"R3'
-0
"R3'-0"R3'-0"2-CAR GARAGE9'-0"8.2 SQ FTSEE NOTE A9'-0"CLOSET9'-0"MECH. RM. 9'-0"CLOSETSEE NOTE A9'-0"PORCH SEE NOTE A14'-3"COVERED PATIO 10'-0"MECH. RM. 10'-0"LIVING ROOM 10'-0"KITCHEN 10'-0"DINING ROOM ISLAND 9'-0"CEILING 9'-0"ENTRY 31.3 SQ FTSEE NOTE A9'-0"POWDER 13.5 SQ FTSEE NOTE A9'-0"CLOSET9'-0"HALL13 SQ FTSEE NOTE A9'-0"CLOSET51.1 SQ FTSEE NOTE A9'-0"GUEST BATH 1 53.5 SQ FTSEE NOTE A9'-0"GUEST BATH 2 20'X20' SPACING 9'-0"GUEST BEDROOM 1 20'X20' SPACING 9'-0"GUEST BEDROOM 29'-0"LAUNDRY 5.1 SQ FTSEE NOTE A9'-0"CLOSET20.5 SQ FTSEE NOTE A9'-0"TOILET 9'-0"MASTER BATH 9'-0"MASTER WIC 9'-0"MASTER BEDROOM HEAT ZONE 1" FIRE SPRINKLER RISER INSIDE ACCESS PANEL (SEE RISER DETAILON SHEET FP-1) BORTOR5'-6"10'-0"5'-11"12'-0"4'-012"4'-0"6"2'-6"2'-9"6"4'-1"2'-21
2"
10'-0"5'-0"7'-31
2"8'-712"9'-8"20'X20' SPACING 9'-0"OFFICE 2'-7"4'-9"7'-312"8'-612"9'-8"8'-0"5'-0"5'-7"5'-6"1'-1012"8'-1"9'-612"3'-6"2'-5"5'-5"15'-3"1'-0"7'-1"3'-0"16'-0"12'-7"6'-9"8'-0"14'-5"8'-0"HEAT ZONE S.A.S.A.R.A.R.A.R.A.2'-0"20'X20' SPACING H1D1H2D2H5D5H3D3H4D412347856910111213LIVING ROOM MOST DEMANDINGCALCULATION 16' X 16' SPACING MASTER BEDROOM PROOF CALCULATION 16' X 16' SPACING MASTER WIC MOST DEMANDINGCALCULATION 20'X20' SPACING 2'-0"
2'-1"9'-0"SOFFIT R.A.9'-0"SOFFIT 2'-0"8'-6"3'-1"10'-9"3'-9"
5'-81
2"12'-6"5'-41
2"8'-0"14'-412"11'-512"4'-7"6'-1112"1'-101
2"3'-8"REV. SECTION 20SCALE:1/8"=1'-0"481632REV. SECTION 10SCALE:1/8"=1'-0"481632REV. SECTION 40SCALE:1/8"=1'-0"481632REV. SECTION 30SCALE:1/8"=1'-0"4816321'-0"1/4"1'-0"1/4"DINING ROOMLIVING ROOMGARAGECLOSETOFFICEGUEST BEDROOM1GUEST BEDROOM2LAUNDRYMASTERBEDROOM1'-0"1/4"1'-0"1/4"DINING ROOMKITCHENENTRYGARAGE1'-0"1/4"1'-0"1/4"1'-0"1/4"LIVING ROOMMECH ROOM
EXTERIORHALLGUEST BEDROOM110'-0"PIPE 10'-6"HEAD 10'-0"10'-0"PIPE 10'-6"HEAD 10'-0"10'-0"PIPE 10'-6"HEAD 10'-0"9'-0"PIPE 9'-6"HEAD 9'-0"9'-0"PIPE 9'-6"HEAD 9'-0"9'-0"PIPE 9'-6"HEAD 9'-0"2'-1"DESCRIPTIONDATENO.REVISIONSTHE RECIPIENT OF THESE PLANS HEREBYACKNOWLEDGES THAT ALL PLANS, DETAILS,SPECIFICATIONS OR METHODS OF INSTALLATIONCONTAINED WITHIN THIS SET OF PLANS IS THESOLE PROPERTY OF KPS FIRE SPRINKLER INC.AND THAT ANY USE OF THIS SET OF PLANS ISPROHIBITED WITHOUT RECEIVING PERMISSIONFROM KPS FIRE SPRINKLER INC.SCALE:
4'1'2'3'
DESIGNER
PAGE NAME:
SHEET:
REVIEW BY
IF SHEET IS LESS THAN 24" x 36"
IT IS A REDUCED PRINT SCALE
REDUCE ACCORDINGLY
DATE
LA QUINTA, CA 92253 / TRACT #34243
FIRE SPRINKLER MASTER PLAN J-MODERN
CORAL MOUNTAIN
ALTA VERDE
1/4"=1'-0"
PAGE: OF 4
LM
LM
4/23/2021
FP-3
3
REVERSE FIRE SPRINKLER PLAN & HYDRAULIC CALCULATION PLACARDS
ONTARIO, CA 91761
760 S. ROCHESTER AVE. STE B
FAX 909-980-4477PH. 909-980-9222 C-16 LIC.# 954532 NOTE A:SOME AREAS FALL UNDER EXCEPTIONS FOR SPRINKLERHEAD REQUIREMENTS 2016 EDITION NFPA 13D SECTIONS8.3.2 , 8.3.3, 8.3.4, 8.3.6, AND 8.3.8. SEE PLAN FOR EXCEPTIONAREAS.NOTE B:CLOSET AREA FALL UNDER EXCEPTIONS FOR SPRINKLERHEAD REQUIREMENTS 2016 EDITION NFPA 13D SECTION 8.2.7SEE PLAN FOR EXCEPTION AREAS.NOTE C:SPRINKLER HEAD PERMITTED TO HAVE A SHADOW AREA OF15 SQUARE FEET PER 2016 EDITION NFPA 13D SECTION8.2.5.6.NOTE D:SPRINKLERS SHALL NOT BE REQUIRED FOR CEILINGPOCKETS THAT MEET THE CONDITION PER 2016 EDITIONNFPA 13D SECTION 8.3.7.PLAN NOTES:-ALL PIPING TO BE 1" CPVC, UNLESS OTHERWISE NOTED.-ALL ARM-OVERS TO BE 1".-ALL HEADS DROP TO BE 1".-ALL PIPE INSTALLED WITHIN ATTIC SHALL BE PROVIDED WITHINSULATION ON THE ATTIC SIDE OF THE PIPE TO AVOIDEXPOSURE OF THE PIPE RATED TEMPERATURE.7.5.6 TEMPERATURE RATINGS.7.5.6.1 SPRINKLERS INSTALLED WHERE MAXIMUM AMBIENTCEILING TEMPERATURES DO NOT EXCEED 100°F (38°C) SHALLBE ORDINARY TEMPERATURE-RATED ORINTERMEDIATE-TEMPERATURE RATED SPRINKLERSTHROUGHOUT UNLESS MODIFIED BY THE REQUIREMENTS OF7.5.6.3.7.5.6.2 SPRINKLERS INSTALLED WHERE MAXIMUM AMBIENTCEILING TEMPERATURES ARE BETWEEN 101°F AND 150°F(38°C AND 65°C) SHALL BE INTERMEDIATETEMPERATURE-RATED SPRINKLERS UNLESS MODIFIED BY7.5.6.3.7.5.6.3* THE FOLLOWING PRACTICES SHALL BE OBSERVEDWHEN INSTALLING RESIDENTIAL SPRINKLERS UNLESS HIGHEREXPECTED AMBIENT TEMPERATURES REQUIRE A HIGHERTEMPERATURE RATING:(1)SPRINKLERS UNDER GLASS OR PLASTIC SKYLIGHTSEXPOSED TO DIRECT RAYS OF THE SUN SHALL BE OFINTERMEDIATE TEMPERATURE CLASSIFICATION.(2)SPRINKLERS IN AN UNVENTILATED CONCEALED SPACEUNDER AN UNINSULATED ROOF OR IN AN UNVENTILATEDATTIC SHALL BE OF INTERMEDIATE TEMPERATURECLASSIFICATION.(3)*SPRINKLERS INSTALLED NEAR SPECIFIC HEAT SOURCESTHAT ARE IDENTIFIED IN TABLE 7.5.6.3 SHALL BE OF THETEMPERATURE RATING INDICATED IN TABLE 7.5.6.3UNLESS SPRINKLERS ARE LISTED FOR POSITIONINGCLOSER TO THE HEAT SOURCE.(4)SPRINKLERS INSTALLED IN SAUNAS AND STEAM ROOMSWHERE THE MAXIMUM AMBIENT CEILING TEMPERATURESARE BETWEEN 151°F AND 225°F (66°C TO 107°C) SHALL BEHIGH TEMPERATURE-RATED SPRAY SPRINKLERS.APPROVAL STAMP CALCULATION NOTE:-ALL HEADS TO BE 16'X16', UNLESS OTHERWISE STATED.-ALL ROOMS LESS THAN 400 FT² AND LESS THAN 20' IN EACH DIRECTION CAN BE COVERED WITH A HEAD AT 20'X20'SPACING. SEE ROOMS WITH NOTE "20'X20' SPACING".BUILDING SUMMARY
TOTAL FOOTPRINT AREA:
1ST FLOOR AREA:
2ND FLOOR AREA:
GARAGE AREA:
SQ.FT.
SQ.FT.
SQ.FT.
SQ.FT.
OCCUPANCY:
CONSTRUCT. TYPE:
R3 / U
V - B
FIRE SPRINKLER MASTER PLAN J-MODERN
AHJ: CITY OF LA QUINTA
LA QUINTA, CA 92253 / TRACT #34243
469
3,036
2,567
N/A
CORAL MOUNTAIN
ALTA VERDERESIDUAL PRESSUREGPM DISCHARGEGPMPSIDESIGNED AREA OF DISCHARGE:NO. OF SPRINKLERSSYSTEM DEMAND AT THE BASE OF RISERBASIS OF DESIGNDENSITY:LOCATIONSQ.FT.GPM/SQ.FT.GPM DISCHARGEGPMPSISYSTEM DEMAND AT SOURCETYPE OF SPRINKLER(S)ORIFICE SIZETEMPERATURE RATINGORIENTATIONK-FACTORSIN NUMBERRESPONSE TYPEPROTECTION AREA PER SPRINKLERSQ.FT.AUTOMATIC SPRINKLER SYSTEMTHIS BUILDING IS PROTECTEDBY A HYDRAULICALLY DESIGNEDHYDRAULIC - SYSTEMRESIDUAL PRESSUREPSI*SAFETY FACTORPER NFPA 13D, 2016 EDITIONMASTER BEDROOM 2.052 HEAD CALC.26.014 17.53431.014 69.824RELIABLE 7/16"212°PEND. CONC. 4.9RA0616FAST RESPONSE 256 (16'X16') 11.890RESIDUAL PRESSUREGPM DISCHARGEGPMPSIDESIGNED AREA OF DISCHARGE:NO. OF SPRINKLERSSYSTEM DEMAND AT THE BASE OF RISERBASIS OF DESIGNDENSITY:LOCATIONSQ.FT.GPM/SQ.FT.GPM DISCHARGEGPMPSISYSTEM DEMAND AT SOURCETYPE OF SPRINKLER(S)ORIFICE SIZETEMPERATURE RATINGORIENTATIONK-FACTORSIN NUMBERRESPONSE TYPEPROTECTION AREA PER SPRINKLERSQ.FT.AUTOMATIC SPRINKLER SYSTEMTHIS BUILDING IS PROTECTEDBY A HYDRAULICALLY DESIGNEDHYDRAULIC - SYSTEMRESIDUAL PRESSUREPSI*SAFETY FACTORPER NFPA 13D, 2016 EDITIONLIVING ROOM 2.052 HEAD CALC.26.00919.28831.009 71.569 RELIABLE 7/16"212°PEND. CONC. 4.9RA0616FAST RESPONSE 256 (16'X16') 10.145 RESIDUAL PRESSUREGPM DISCHARGEGPMPSIDESIGNED AREA OF DISCHARGE:NO. OF SPRINKLERSSYSTEM DEMAND AT THE BASE OF RISERBASIS OF DESIGNDENSITY:LOCATIONSQ.FT.GPM/SQ.FT.GPM DISCHARGEGPMPSISYSTEM DEMAND AT SOURCETYPE OF SPRINKLER(S)ORIFICE SIZETEMPERATURE RATINGORIENTATIONK-FACTORSIN NUMBERRESPONSE TYPEPROTECTION AREA PER SPRINKLERSQ.FT.AUTOMATIC SPRINKLER SYSTEMTHIS BUILDING IS PROTECTEDBY A HYDRAULICALLY DESIGNEDHYDRAULIC - SYSTEMRESIDUAL PRESSUREPSI*SAFETY FACTORPER NFPA 13D, 2016 EDITIONMASTER WIC 1.051 HEAD CALC.21.019 27.18626.019 71.934RELIABLE 7/16"212°PEND. CONC. 4.9RA0616FAST RESPONSE 400 (20'X20') 9.782
DESCRIPTIONDATENO.REVISIONSTHE RECIPIENT OF THESE PLANS HEREBYACKNOWLEDGES THAT ALL PLANS, DETAILS,SPECIFICATIONS OR METHODS OF INSTALLATIONCONTAINED WITHIN THIS SET OF PLANS IS THESOLE PROPERTY OF KPS FIRE SPRINKLER INC.AND THAT ANY USE OF THIS SET OF PLANS ISPROHIBITED WITHOUT RECEIVING PERMISSIONFROM KPS FIRE SPRINKLER INC.SCALE:
4'1'2'3'
DESIGNER
PAGE NAME:
SHEET:
REVIEW BY
IF SHEET IS LESS THAN 24" x 36"
IT IS A REDUCED PRINT SCALE
REDUCE ACCORDINGLY
DATE
LA QUINTA, CA 92253 / TRACT #34243
FIRE SPRINKLER MASTER PLAN J-MODERN
CORAL MOUNTAIN
ALTA VERDE
1/4"=1'-0"
PAGE: OF 4
LM
LM
4/23/2021
FP-4
4
SECTIONS, HANGER DETAILS & 2016 NFPA 13D SECTION CODES & DETAILS
ONTARIO, CA 91761
760 S. ROCHESTER AVE. STE B
FAX 909-980-4477PH. 909-980-9222 C-16 LIC.# 954532CPVC PipeHex Head Self-Tapping ScrewDOUBLE FASTENER STRAP TYPEHANGER FOR CPVC PIPECPVC Pipe StrapCPVC PipeHanger ApplicationRESTRAINER FOR CPVC PIPEDOUBLE OFFSET HANGER & Restrainer ApplicationCPVC Pipe StrapCPVC PipeSTANDARD PIPE STRAPFLUSH MOUNT PIPE STRAPTapping ScrewHex Head Self-Hex Head Self-Tapping Screw2" X # 10CPVC PIPE SIZEFASTENER NOTES FOR CVPC PIPE3/4" - 1-1/2"2"HEX. HEAD SELF TAPPINGSCREW SIZE1-1/4" X # 10CPVC PipeFIRE SPRINKLERSECURE AGAINSTUPWARD MOVEMENTFIRE SPRINKLERFLOOR JOISTSASTM F442 CPVCBRANCHLINEBLAZEMASTER CPVC PIPE HANGER SPACINGFLOORCEILINGUPWARD MOVEMENTSECURE AGAINSTPIPE SIZE (INCHES)1-1/2" - 3"END LINE SPRINKLER HEAD DROP ELBOWMAXIMUM SUPPORT SPACING DISTANCE1-1/4"3/4"1"PIPE SIZE (INCHES)1-1/2" - 3"1-1/4"MAXIMUM SUPPORT SPACING DISTANCEINLINE SPRINKLER HEAD DROP TEE9"12"18"<100 PSI24"12"12"9"6">100 PSISYSTEM PRESSURE>100 PSI1"3/4"7'<100 PSI6'5'4'3'4'5'7'SYSTEM PRESSURETABLE 1BRACE OR SUPPORTTABLE 2FLOOR JOISTSBRANCHLINE*ASTM F442 CPVC3/4"5.5'2"1-1/4"1-1/2"8.0'6'6.5'7'1"(INCHES)HANGER SPACINGPIPE SIZE SPACINGMAX.TABLE 3ASTM F442 CPVC PIPING1/2 SUPPORTTABLE 1SEETABLE 2SEESPACINGTABLE 3SEE2 X WOOD BLOCKCommon 2"drywall screwFLOORCEILINGTOLCO FIG. 23FOR CPVC PIPETOLCO FIG. 29TOLCO FIG. 20 / FIG. 20SHANGER DETAIL (FOR REFERENCE) - NOT TO SCALEHANGER DETAIL (FOR REFERENCE) - NOT TO SCALE8.1.1 SLOPED CEILINGS8.1.1.1 WHERE THE CEILING IS SLOPED, THE MAXIMUM SDIMENSION SHALL BE MEASURED ALONG THE SLOPE OF THECEILING TO THE NEXT SPRINKLER, AS SHOWN IN FIGURE8.1.1.1ELEVATION VIEW ELEVATION VIEW FIGURE 8.1.1.1 MEASURING S DIMENSION. 6.3.4 A WARNING SIGN, WITH MINIMUM 1/4 IN. LETTERS,SHALL BE AFFIXED ADJACENT TO THE MAIN SHUTOFF VALVEAND SHALL STATE THE FOLLOWING:WARNING: THE WATER SYSTEM FOR THIS HOME SUPPLIESFIRE SPRINKLERS THAT REQUIRES CERTAIN FLOWS ANDPRESSURES TO FIGHT A FIRE. DEVICES THAT RESTRICT THEFLOW OR DECREASE THE PRESSURE OR AUTOMATICALLYSHUT OFF THE WATER TO THE FIRE SPRINKLER SYSTEM,SUCH AS WATER SOFTENERS, FILTRATION SYSTEMS, ANDAUTOMATIC SHUTOFF VALVES, SHALL NOT BE ADDED TO THISSYSTEM WITHOUT A REVIEW OF THE FIRE SPRINKLERSYSTEM BY A FIRE PROTECTION SPECIALIST. DO NOTREMOVE THIS SIGN.8.2.5* OBSTRUCTIONS TO RESIDENTIAL SPRINKLERS.8.2.5.1 PENDENT SPRINKLERS.8.2.5.1.1 PENDENT SPRINKLERS SHALL BE LOCATED AT LEAST36 IN. (900 MM) AWAY FROM OBSTRUCTIONS SUCH ASCEILING FANS AND LIGHT FIXTURES UNLESS THEREQUIREMENTS OF 8.2.5.3 ARE MET.8.2.5.1.2 THE DISTANCE SHALL BE MEASURED FROM THECENTER OF THE SPRINKLER TO THE CENTER OF THEOBSTRUCTION.8.2.5.1.3 WHERE THE SPRINKLER CANNOT BE LOCATED 36 IN.(900 MM) AWAY FROM THE OBSTRUCTION (AS MEASUREDFROM THE CENTER OF THE OBSTRUCTION), AN ADDITIONALSPRINKLER SHALL BE LOCATED ON THE OTHER SIDE OF THEOBSTRUCTION.8.2.5.1.4 WHERE THE AREA OF THE FAN BLADES ENCOMPASSMORE THAN 50 PERCENT OF THE AREA OF THE PLAN VIEW,THE SPRINKLER SHALL BE INSTALLED IN ACCORDANCE WITH8.2.5.3.TABLE 8.2.5.3.2 POSITIONING OF SPRINKLERS TO AVOIDOBSTRUCTIONS TO DISCHARGE (RESIDENTIAL UPRIGHT ANDPENDENT SPRAY SPRINKLERS)CEILING OBSTRUCTION ABFIGURE 8.2.5.3.2 POSITIONING OF SPRINKLER TO AVOIDOBSTRUCTION TO DISCHARGE (RESIDENTIAL UPRIGHT ANDPENDENT SPRAY SPRINKLERS).ELEVATION VIEW CEILING OBSTRUCTION ABDWALLWHERE: ELEVATION VIEW FIGURE 8.2.5.3.3(a) POSITIONING OF SPRINKLER TO AVOIDOBSTRUCTION AGAINST WALLS (RESIDENTIAL UPRIGHT ANDPENDENT SPRAY SPRINKLERS).8.2.5.6* SHADOW AREAS. SHADOW AREAS SHALL BEPERMITTED IN THE PROTECTION AREA OF A SPRINKLER ASLONG AS THE CUMULATIVE DRY AREAS DO NOT EXCEED 15FT2 (1.4 M2) PER SPRINKLER.8.2.7 CLOSETS AND COMPARTMENTS. IN ALL CLOSETS ANDCOMPARTMENTS THAT ARE SMALLER THAN 400 FT3 (11 M3),INCLUDING THOSE HOUSING MECHANICAL EQUIPMENT,PENDENT, UPRIGHT, AND SIDEWALL RESIDENTIALSPRINKLERS SHALL BE PERMITTED TO BE INSTALLED INEITHER OF THE FOLLOWING SITUATIONS:(1)WITHIN 18 IN. (450 MM) OF THE CEILING TO AVOIDOBSTRUCTIONS NEAR THE CEILING WHERE THECOMPARTMENT IS ENCLOSED BY WALLS AND A DOOR(2)AT THE HIGHEST CEILING LEVEL WITHOUT REGARD TOOBSTRUCTIONS OR MINIMUM DISTANCES TO WALL8.3 LOCATION OF SPRINKLERS.8.3.1 SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPTWHERE OMISSION IS PERMITTED BY 8.3.2 THROUGH 8.3.8.8.3.2 SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMSOF 55 FT2 (5.1 M2) AND LESS.8.3.3 SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHESCLOSETS, LINEN CLOSETS, AND PANTRIES THAT MEET ALL OFTHE FOLLOWING CONDITIONS:(1)THE AREA OF THE SPACE DOES NOT EXCEED 24 FT2 (2.2M2).(2)THE WALLS AND CEILINGS ARE SURFACED WITHNONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE MATERIALSAS DEFINED IN NFPA 220.8.3.4* SPRINKLERS SHALL NOT BE REQUIRED IN OPENATTACHED PORCHES, CARPORTS, AND SIMILAR STRUCTURES.8.3.5 SPRINKLERS SHALL NOT BE REQUIRED IN ATTICS WITHOR WITHOUT STORAGE, PENTHOUSE EQUIPMENT ROOMS,ELEVATOR MACHINE ROOMS, CONCEALED SPACESDEDICATED EXCLUSIVELY TO AND CONTAINING ONLYDWELLING UNIT VENTILATION EQUIPMENT, FLOOR/CEILINGSPACES, ELEVATOR SHAFTS, CRAWL SPACES, AND OTHERCONCEALED SPACES THAT ARE NOT USED OR INTENDED FORLIVING PURPOSES.8.3.5.1 SUCH SPACES THAT CONTAIN FUEL-FIRED EQUIPMENTSHALL ALSO COMPLY WITH 8.3.5.1.1 OR 8.3.5.1.2.8.3.5.1.1 WHERE THE FUEL-FIRED EQUIPMENT IS ABOVE ALLOF THE OCCUPIED AREAS OF THE DWELLING UNIT, NOSPRINKLER PROTECTION SHALL BE REQUIRED IN THECONCEALED SPACE.8.3.5.1.2* WHERE FUEL-FIRED EQUIPMENT IS BELOW OR ONTHE SAME LEVEL AS OCCUPIED AREAS OF THE DWELLINGUNIT, AT LEAST ONE QUICK-RESPONSE INTERMEDIATETEMPERATURE SPRINKLER SHALL BE INSTALLED ABOVE THEEQUIPMENT OR AT THE WALL SEPARATING THE SPACE WITHTHE FUEL-FIRED EQUIPMENT FROM THE OCCUPIED SPACE.8.3.6* SPRINKLERS SHALL NOT BE REQUIRED IN COVERED,UNHEATED PROJECTIONS OF THE BUILDING ATENTRANCES/EXITS AS LONG AS THE DWELLING UNIT HASANOTHER MEANS OF EGRESS.8.3.7 SPRINKLERS SHALL NOT BE REQUIRED FOR CEILINGPOCKETS THAT MEET THE FOLLOWING CONDITIONS:(1)THE TOTAL VOLUME OF ALL UNPROTECTED CEILINGPOCKETS IN A COMPARTMENT DOES NOT EXCEED 100 FT3(2.8 M3).(2)THE ENTIRE FLOOR UNDER THE UNPROTECTED CEILINGPOCKET IS PROTECTED BY THE SPRINKLERS AT THELOWER CEILING ELEVATION.(3)*THE INTERIOR FINISH OF THE UNPROTECTED CEILINGPOCKET EXCLUDING DECORATIVE TREATMENTS ISNONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE MATERIAL.(4)SKYLIGHTS NOT EXCEEDING 32 FT2 (3 M2) SHALL BEPERMITTED TO HAVE A PLASTIC COVER.8.3.8 SPRINKLERS SHALL NOT BE REQUIRED IN CLOSETS INGARAGES AND EXTERIOR CLOSETS (REGARDLESS OF SIZE)LOCATED ON EXTERIOR BALCONIES, EXTERIORBREEZEWAYS/CORRIDORS, OR ACCESSED FROM OUTDOORSWHERE THE CLOSET DOES NOT HAVE DOORS ORUNPROTECTED PENETRATIONS DIRECTLY INTO THEDWELLING UNIT.8.3.9 SPRINKLERS SHALL BE INSTALLED IN ANY CLOSET USEDFOR HEATING AND/OR AIR-CONDITIONING EQUIPMENT,WASHERS AND/OR DRYERS, OR WATER HEATERS EXCEPT ASALLOWED BY 8.3.83.3.1 COMPARTMENT. A SPACE COMPLETELY ENCLOSED BYWALLS AND A CEILING. EACH WALL IN THE COMPARTMENT ISPERMITTED TO HAVE OPENINGS TO AN ADJOINING SPACE IFTHE OPENINGS HAVE A MINIMUM LINTEL DEPTH OF 8 IN. (200MM) FROM THE CEILING AND THE TOTAL WIDTH OF THEOPENINGS IN A SINGLE WALL DOES NOT EXCEED 8 FT (2.4 M)IN WIDTH. A SINGLE OPENING OF 36 IN. (900 MM) OR LESS INWIDTH WITHOUT A LINTEL IS PERMITTED WHEN THERE ARENO OTHER OPENINGS TO ADJOINING SPACES.10.1 DESIGN DISCHARGE.10.1.1* SPRINKLERS THAT ARE LISTED WITH SPECIFICDISCHARGE CRITERIA. THE SYSTEM SHALL PROVIDE AT LEASTTHE FLOW REQUIRED TO PRODUCE A MINIMUM DISCHARGEDENSITY OF 0.05 GPM/FT2 (2.0 MM/MIN) OR THE SPRINKLERLISTING, WHICHEVER IS GREATER, TO THE DESIGNSPRINKLERS.10.2* NUMBER OF DESIGN SPRINKLERS.10.2.1 FOR EACH OF THE FOLLOWING SITUATIONS, THENUMBER OF SPRINKLERS IN THE DESIGN AREA SHALL BE ALLOF THE SPRINKLERS WITHIN A COMPARTMENT, UP TO AMAXIMUM OF TWO SPRINKLERS, THAT REQUIRE THEGREATEST HYDRAULIC DEMAND:(1)A FLAT, SMOOTH, HORIZONTAL CEILING WITH NO BEAMSUP TO A MAXIMUM OF 24 FT (7.3 M) ABOVE THE FLOOR.(2)A FLAT, HORIZONTAL BEAMED CEILING, WITH A MAXIMUMCEILING HEIGHT OF 24 FT (7.3 M), WITH BEAMS UP TO 14 IN.(350 MM) DEEP WITH PENDENT SPRINKLERS UNDER THEBEAMS. THE COMPARTMENT CONTAINING THE BEAMEDCEILING SHALL BE A MAXIMUM OF 600 FT2 (56 M2) IN AREA.THE HIGHEST SPRINKLER IN THE COMPARTMENT SHALLBE ABOVE ALL OPENINGS FROM THE COMPARTMENT INTOANY COMMUNICATING SPACES.(3)A SMOOTH, FLAT, SLOPED CEILING WITH NO BEAMS UP TOA MAXIMUM SLOPE OF 8 IN 12. THE HIGHEST PORTION OFTHE CEILING SHALL NOT BE MORE THAN 24 FT (7.3 M)ABOVE THE FLOOR. THE HIGHEST SPRINKLER IN THESLOPED PORTION OF THE CEILING SHALL BE ABOVE ALLOPENINGS FROM THE COMPARTMENT CONTAINING THESLOPED CEILING INTO ANY COMMUNICATING SPACES.(4)A SLOPED CEILING WITH BEAMS UP TO 14 IN. (350 MM)DEEP WITH PENDENT SPRINKLERS UNDER THE BEAMS.THE COMPARTMENT CONTAINING THE SLOPED, BEAMEDCEILING SHALL BE A MAXIMUM OF 600 FT2 (56 M2) IN AREA.THE SLOPE OF THE CEILING SHALL BE BETWEEN 2 IN 12AND 8 IN 12. THE HIGHEST PORTION OF THE CEILINGSHALL NOT BE MORE THAN 24 FT (7.3 M) ABOVE THEFLOOR. THE HIGHEST SPRINKLER IN THE SLOPEDPORTION OF THE CEILING SHALL BE ABOVE ALLOPENINGS FROM THE COMPARTMENT CONTAINING THESLOPED CEILING INTO ANY COMMUNICATING SPACES.(5)A SLOPED CEILING WITH BEAMS OF ANY DEPTH WITHSIDEWALL OR PENDENT SPRINKLERS IN EACH POCKETFORMED BY THE BEAMS. THE COMPARTMENTCONTAINING THE SLOPED, BEAMED CEILING SHALL BE AMAXIMUM OF 600 FT2 (56 M2) IN AREA. THE SLOPE OF THECEILING SHALL BE BETWEEN 2 IN 12 AND 8 IN 12. THEHIGHEST PORTION OF THE CEILING SHALL NOT BE MORETHAN 24 FT (7.3 M) ABOVE THE FLOOR.10.2.3 FOR SITUATIONS NOT MEETING ONE OF THECONDITIONS IN 10.2.1, RESIDENTIAL SPRINKLERS LISTED FORUSE IN SPECIFIC CEILING CONFIGURATIONS SHALL BEPERMITTED TO BE USED IN ACCORDANCE WITH THEIR LISTING.10.2.4* FOR SITUATIONS NOT MEETING ONE OF THECONDITIONS IN 10.2.1 AND 10.2.3, THE NUMBER OFSPRINKLERS IN THE DESIGN AREA SHALL BE DETERMINED INCONSULTATION WITH THE AUTHORITY HAVING JURISDICTIONAS APPROPRIATE FOR THE CONDITIONS.10.4.2 MINIMUM PIPE SIZE.10.4.2.1 THE MINIMUM SIZE OF STEEL PIPE SHALL BE 1 IN. (25MM).10.4.2.2 THE MINIMUM SIZE OF PIPE OTHER THAN STEEL PIPESHALL BE 3∕4 IN. (20 MM) UNLESS SMALLER SIZES AREPERMITTED BY 10.4.2.3FIGURE A.8.2.5.6(a) EXAMPLE OF SHADOW AREAS (SSU/SSP).6.5.2 IN COMMON WATER SUPPLY CONNECTIONS SERVINGMORE THAN ONE DWELLING UNIT, 5 GPM (20 L/MIN) SHALL BEADDED TO THE SPRINKLER SYSTEM DEMAND TO DETERMINETHE SIZE OF COMMON PIPING AND THE SIZE OF THE TOTALWATER SUPPLY REQUIREMENTS WHERE NO PROVISION ISMADE TO PREVENT FLOW INTO THE DOMESTIC WATERSYSTEM UPON OPERATION OF A SPRINKLER.2016 NFPA 13D SECTION CODES & DETAILS (FOR REFERENCE ONLY) - NOT TO SCALE NOT TO SCALEFROM EDGE OF SOURCETO ORDINARY TEMPERATUREFROM EDGE OF SOURCETO INTERMEDIATE TEMPERATUREHEAT SOURCEINMMINMM36SIDE OF OPEN OR RECESSED FIREPLACE91412FRONT OF RECESSED FIREPLACE30560152491436421067COAL- OR WOOD-BURNING STOVE3051218KITCHEN RANGE4579229WALL OVEN184579229HOT AIR FLUES184579229UNINSULATED HEAT DUCTS184579229UNINSULATED HOT WATER PIPES123056152SIDE OF CEILING- OR WALL-MOUNTED HOT AIR DIFFUSERS2461012305FRONT OF WALL-MOUNTED HOT AIR DIFFUSERS3691418457HOT WATER HEATER OR FURNACE6152376LIGHT FIXTURE0 W-250 W6152376250 W-499 W123056152SPRINKLERSPRINKLERTable 7.5.6.3 Minimum Distances for Ordinary & Intermediate Temperature Residential SprinklersBUILDING SUMMARY
TOTAL FOOTPRINT AREA:
1ST FLOOR AREA:
2ND FLOOR AREA:
GARAGE AREA:
SQ.FT.
SQ.FT.
SQ.FT.
SQ.FT.
OCCUPANCY:
CONSTRUCT. TYPE:
R3 / U
V - B
FIRE SPRINKLER MASTER PLAN J-MODERN
AHJ: CITY OF LA QUINTA
LA QUINTA, CA 92253 / TRACT #34243
469
3,036
2,567
N/A
CORAL MOUNTAIN
ALTA VERDE
KPS FIRE SPRINKLERS INC
C-16 LICENSE # 954532
760 S. ROCHESTER AVE. SUITE B
ONTARIO, CA 91761
(800) 457-7252
Job Name :CORAL MOUNTAIN
Drawing :PLAN J-MODERN
Location :LA QUINTA, CA 92253 / TRACT No. 34243
Remote Area :MASTER WIC
Contract :N/A
Data File :PLAN J-MODERN (1-HEAD) MASTER WIC CALC 20X20.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 1
CORAL MOUNTAIN Date 04/23/2021
HYDRAULIC DESIGN INFORMATION SHEET
Name - CORAL MOUNTAIN Date - 04/23/2021
Location - LA QUINTA, CA 92253 / TRACT No. 34243
Building - PLAN J-MODERN System No. - MASTER WIC
Contractor - KPS FIRE SPRINKLERS‚ INC Contract No. - N/A
Calculated By - LM Drawing No. - FP-2
Construction: ( ) Combustible (X) Non-Combustible Ceiling Height 9'-0"
OCCUPANCY - R3 / U
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( )
S ( )Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point - 21 Gpm System Type
Listed Pres. at Start Point - 18.4 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction
E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle
S Additional Flow Added - Gpm Make RELIABLE Model RA0616
I Elevation at Highest Outlet - 9'-0"Feet Size 1/2" K-Factor 4.9
G Note: Temperature Rating 212
N
Calculation Gpm Required 21.019 Psi Required 27.186 BASE OF RISER "BOR"
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 3/5/2021 Rated Cap. Cap.
T Time of Test - N/A @ Psi Elev.
E Static (Psi) - 90.8=81.72 Elev.
R Residual (Psi) - 84.4=75.96 Other Well
Flow (Gpm) - 1‚250 Proof Flow Gpm
S Elevation - -6 FT
P Location: FIRE FLOW ANALYSIS ON F/Y IN FRONT OF
P 57620 SANTO THOMAS‚ LA QUINTA‚ LOTS 27 & 28
L Source of Information: COACHELLA VALLEY WATER DISTRICT
Y CONTACT: HECTOR RODRIGUEZ / PHONE: (760) 398-2661 EXT. 2397
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 2
CORAL MOUNTAIN Date 04/23/2021
10
20
30
40
E 50
R 60
U 70
S 80
S 90
E 100
R 110
P 120
130
140
150
200 400 600 800 1000 1200 1400 1600 1800
FLOW ( N ^ 1.85 )
City Water Supply:Demand:
C1
C2
C1 - Static Pressure :81.72
C2 - Residual Pressure:75.96
C2 - Residual Flow :1250
D1 - Elevation : 6.496
D2 - System Flow :21.019
D2 - System Pressure : 71.934
Hose ( Demand ):5
D3 - System Demand :26.019
Safety Margin : 9.782
D1
D2
D3
Water Supply Curve C
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 3
CORAL MOUNTAIN Date 04/23/2021
Fitting Legend
Abbrev.Name ½¾1 1¼1½2 2½3 3½4 5 6 8 10 12 14 16 18 20 24
Ad *Male/Female Adapter 1 1.5 2 2.8 3.5 4.5 5.5 6.5 0 9 0 14
Cpcv CPVC Check Valve 0 0 1 7 9 11
E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
Kav K Copper Angle Valve 0 7 14 14 18 28
Kcs K Copper Corporation Stop 0 0 4.08 4.08 4.08 4.08
Ktee K Copper Tee or Cross Flow Turned 0 3 6 5 8 12
Lbv L Copper Ball Valve 2.25 2 2.5 2.25 10
Lcv L Copper Check Valve 0 0 7 7 10 14
Lelbw L Copper 90 Degre Elbow 0 2 3 3 4 6
Ltee L Copper Tee or Cross Flow Turned 0 4 7 6 9 12
N *CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0
O *CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0
R *CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0
T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Fittings Used Summary
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *. The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Fittings Used Summary
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 4
CORAL MOUNTAIN Date 04/23/2021
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
SRC 81.72 75.96 1250.0 81.716 26.02 71.934
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
H1 10.0 20.36
H2 10.0 20.37
H3 9.0 19.96
H4 9.0 19.6
H5 9.0 4.9 18.4 21.02
D1 10.5 20.14
1 10.5 20.14
D2 10.5 20.16
2 10.5 20.16
3 10.5 20.24
4 9.5 20.68
5 9.5 20.69
6 9.5 21.11
7 10.5 20.09
8 9.5 20.52
9 9.5 20.51
D3 9.5 19.75
10 9.5 19.75
D4 9.5 19.39
11 9.5 19.39
D5 9.5 18.74
12 9.5 19.22
13 9.5 21.61
TOR 9.5 22.56
BOR 2.0 27.19
POC 2.0 27.48
DS 2.0 28.59 5.0
UG1 -3.667 31.37
UG2 -3.667 33.73
UG3 -1.5 33.0
M1 -1.5 35.51
M2 -1.5 58.08
UG4 -1.5 61.14
101 -6.0 71.93
102 -6.0 71.93
103 -6.0 71.93
104 -6.0 71.93
105 -6.0 71.93
106 -6.0 71.93
Flow Summary - NFPA
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 5
CORAL MOUNTAIN Date 04/23/2021
NODE ANALYSIS (cont.)
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
SRC -6.0 71.93
Flow Summary - NFPA
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 6
CORAL MOUNTAIN Date 04/23/2021
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe *******Notes ******
Node2 Elev2 Fact Qt Act Eqv.Ln.Total Pf/Ft Pf
H1 10 0.0 1 N 7.0 0.500 150 20.357
to 0.0 7.000 -0.217
D1 10.500 0.0 1.101 0.0 7.500 0 0.0 Vel = 0
0.0
D1 0.0 20.140 K Factor = 0
H2 10 0.0 1 N 7.0 0.500 150 20.374
to 0.0 7.000 -0.217
D2 10.500 0.0 1.101 0.0 7.500 0 0.0 Vel = 0
0.0
D2 0.0 20.157 K Factor = 0
H3 9 0.0 1 N 7.0 0.500 150 19.963
to 0.0 7.000 -0.217
D3 9.500 0.0 1.101 0.0 7.500 0 0.0 Vel = 0
0.0
D3 0.0 19.746 K Factor = 0
H4 9 0.0 1 N 7.0 0.500 150 19.604
to 0.0 7.000 -0.217
D4 9.500 0.0 1.101 0.0 7.500 0.0001 0.001 Vel = 0
0.0
D4 0.0 19.388 K Factor = 0
H5 9 4.90 21.02 1 N 7.0 0.500 150 18.400
to 0.0 7.000 -0.217
D5 9.500 21.02 1.101 0.0 7.500 0.0747 0.560 Vel = 7.08
0.0
D5 21.02 18.743 K Factor = 4.86
D1 10.500 0.0 1 O 5.0 0.833 150 20.140
to 0.0 5.000 0.0
1 10.500 0.0 1.101 0.0 5.833 0 0.0 Vel = 0
1 10.500 2.16 1 R 1.0 14.375 150 20.140
to 0.0 1.000 0.0
2 10.500 2.16 1.101 0.0 15.375 0.0011 0.017 Vel = 0.73
0.0
2 2.16 20.157 K Factor = 0.48
D2 10.500 0.0 1 O 5.0 0.833 150 20.157
to 0.0 5.000 0.0
2 10.500 0.0 1.101 0.0 5.833 0 0.0 Vel = 0
2 10.500 2.16 1 4N 28.0 41.958 150 20.157
to 3R 3.0 31.000 0.0
3 10.500 2.16 1.101 0.0 72.958 0.0011 0.081 Vel = 0.73
3 10.500 0.0 1 N 7.0 1.000 150 20.238
to 0.0 7.000 0.433
4 9.500 2.16 1.101 0.0 8.000 0.0011 0.009 Vel = 0.73
4 9.500 0.0 1 O 5.0 8.292 150 20.680
to 0.0 5.000 0.0
5 9.500 2.16 1.101 0.0 13.292 0.0011 0.015 Vel = 0.73
Final Calculations : Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 7
CORAL MOUNTAIN Date 04/23/2021
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe *******Notes ******
Node2 Elev2 Fact Qt Act Eqv.Ln.Total Pf/Ft Pf
5 9.500 7.37 1 2O 10.0 13.958 150 20.695
to 0.0 10.000 0.0
6 9.500 9.53 1.101 0.0 23.958 0.0172 0.413 Vel = 3.21
6 9.500 0.0 1 N 7.0 20.042 150 21.108
to 2R 2.0 9.000 0.0
13 9.500 9.53 1.101 0.0 29.042 0.0173 0.502 Vel = 3.21
0.0
13 9.53 21.610 K Factor = 2.05
1 10.500 -2.16 1 2N 14.0 24.917 150 20.140
to 3R 3.0 17.000 0.0
7 10.500 -2.16 1.101 0.0 41.917 -0.0011 -0.046 Vel = 0.73
7 10.500 0.0 1 N 7.0 1.000 150 20.094
to 0.0 7.000 0.433
8 9.500 -2.16 1.101 0.0 8.000 -0.0011 -0.009 Vel = 0.73
8 9.500 0.0 1 O 5.0 2.292 150 20.518
to 0.0 5.000 0.0
9 9.500 -2.16 1.101 0.0 7.292 -0.0011 -0.008 Vel = 0.73
9 9.500 9.53 1 2R 2.0 15.250 150 20.510
to 0.0 2.000 0.0
5 9.500 7.37 1.101 0.0 17.250 0.0107 0.185 Vel = 2.48
0.0
5 7.37 20.695 K Factor = 1.62
9 9.500 -9.53 1 N 7.0 33.208 150 20.510
to 4R 4.0 11.000 0.0
10 9.500 -9.53 1.101 0.0 44.208 -0.0173 -0.764 Vel = 3.21
0.0
10 -9.53 19.746 K Factor = -2.14
D3 9.500 0.0 1 N 7.0 3.125 150 19.746
to O 5.0 12.000 0.0
10 9.500 0.0 1.101 0.0 15.125 0 0.0 Vel = 0
10 9.500 -9.53 1 O 5.0 15.750 150 19.746
to 0.0 5.000 0.0
11 9.500 -9.53 1.101 0.0 20.750 -0.0173 -0.358 Vel = 3.21
0.0
11 -9.53 19.388 K Factor = -2.16
D4 9.500 0.0 1 N 7.0 2.625 150 19.388
to O 5.0 12.000 0.0
11 9.500 0.0 1.101 0.0 14.625 0 0.0 Vel = 0
11 9.500 -9.53 1 R 1.0 9.000 150 19.388
to 0.0 1.000 0.0
12 9.500 -9.53 1.101 0.0 10.000 -0.0173 -0.173 Vel = 3.21
0.0
12 -9.53 19.215 K Factor = -2.17
D5 9.500 21.02 1 O 5.0 1.333 150 18.743
to 0.0 5.000 0.0
12 9.500 21.02 1.101 0.0 6.333 0.0745 0.472 Vel = 7.08
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 8
CORAL MOUNTAIN Date 04/23/2021
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe *******Notes ******
Node2 Elev2 Fact Qt Act Eqv.Ln.Total Pf/Ft Pf
12 9.500 -9.53 1 N 7.0 79.167 150 19.215
to 7R 7.0 19.000 0.0
13 9.500 11.49 1.101 O 5.0 98.167 0.0244 2.395 Vel = 3.87
13 9.500 9.53 1 N 7.0 5.792 150 21.610
to 0.0 7.000 0.0
TOR 9.500 21.02 1.101 0.0 12.792 0.0746 0.954 Vel = 7.08
0.0
TOR 21.02 22.564 K Factor = 4.43
TOR 9.500 21.02 1 2R 2.0 7.500 150 22.564
to Cpcv 1.913 10.912 3.248
BOR 2 21.02 1.101 N 7.0 18.412 0.0746 1.374 Vel = 7.08
BOR 2 0.0 1 Ad 2.0 2.000 150 27.186
to 0.0 2.000 0.0
POC 2 21.02 1.101 0.0 4.000 0.0745 0.298 Vel = 7.08
POC 2 0.0 1 Ltee 9.45 1.000 150 27.484
to 0.0 9.450 0.0
DS 2 21.02 1.025 0.0 10.450 0.1056 1.104 Vel = 8.17
0.0
DS 21.02 28.588 K Factor = 3.93
DS 2 H5 26.02 1.5 Lelbw 4.352 5.667 150 28.588
to Ad 3.5 7.852 2.454
UG1 -3.667 26.02 1.505 0.0 13.519 0.0242 0.327 Vel = 4.69
UG1 -3.667 0.0 1.5 3E 17.062 105.000 150 31.369
to 2F 5.687 22.749 0.0
UG2 -3.667 26.02 1.59 0.0 127.749 0.0185 2.362 Vel = 4.20
UG2 -3.667 0.0 1.5 E 5.687 2.167 150 33.731
to Ad 3.5 9.187 -0.939
UG3 -1.500 26.02 1.59 0.0 11.354 0.0185 0.210 Vel = 4.20
UG3 -1.500 0.0 1 Lbv 3.037 1.500 150 33.002
to Lcv 9.45 14.488 0.0
M1 -1.500 26.02 1.025 Ad 2.0 15.988 0.1569 2.508 Vel = 10.12
M1 -1.500 0.0 0.75 0.0 1.000 150 35.510
to 0.0 0.0 22.000 * * Fixed Loss = 22
M2 -1.500 26.02 0.785 0.0 1.000 0.5750 0.575 Vel = 17.25
M2 -1.500 0.0 1 Kav 16.354 0.500 150 58.085
to 0.0 16.354 0.0
UG4 -1.500 26.02 0.995 0.0 16.854 0.1812 3.054 Vel = 10.74
UG4 -1.500 0.0 1 Ad 2.0 35.000 150 61.139
to Kcs 4.766 13.775 1.949
101 -6 26.02 0.995 Ktee 7.009 48.775 0.1812 8.840 Vel = 10.74
101 -6 0.0 8 E 32.344 97.000 150 71.928
to T 62.89 102.420 0.0
102 -6 26.02 8.27 G 7.187 199.420 0 0.001 Vel = 0.16
102 -6 -12.25 8 4T 251.562 361.000 150 71.929
to 4G 28.75 280.311 0.0
103 -6 13.77 8.27 0.0 641.311 0 0.001 Vel = 0.08
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 9
CORAL MOUNTAIN Date 04/23/2021
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe *******Notes ******
Node2 Elev2 Fact Qt Act Eqv.Ln.Total Pf/Ft Pf
103 -6 0.0 8 6F 97.031 798.000 150 71.930
to 3T 188.671 292.889 0.0
106 -6 13.77 8.27 G 7.187 1090.889 0 0.002 Vel = 0.08
0.0
106 13.77 71.932 K Factor = 1.62
102 -6 12.25 8 3F 48.515 962.000 150 71.929
to 2G 14.375 314.453 0.0
104 -6 12.25 8.27 4T 251.562 1276.453 0 0.002 Vel = 0.07
104 -6 0.0 8 8F 129.375 372.000 150 71.931
to 2G 14.375 269.532 0.0
105 -6 12.25 8.27 2T 125.781 641.532 0 0.001 Vel = 0.07
105 -6 0.0 8 G 7.187 165.000 150 71.932
to T 62.89 70.077 0.0
106 -6 12.25 8.27 0.0 235.077 0 0.0 Vel = 0.07
106 -6 13.77 6 E 22.818 15.000 150 71.932
to G 4.89 27.707 0.0
SRC -6 26.02 6.16 0.0 42.707 0 0.002 Vel = 0.28
0.0
SRC 26.02 71.934 K Factor = 3.07
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC
C-16 LICENSE # 954532
760 S. ROCHESTER AVE. SUITE B
ONTARIO, CA 91761
(800) 457-7252
Job Name :CORAL MOUNTAIN
Drawing :PLAN J-MODERN
Location :LA QUINTA, CA 92253 / TRACT No. 34243
Remote Area :MASTER BEDROOM
Contract :N/A
Data File :PLAN J-MODERN (2-HEAD) MASTER BEDROOM CALC 16X16.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 1
CORAL MOUNTAIN Date 04/23/2021
HYDRAULIC DESIGN INFORMATION SHEET
Name - CORAL MOUNTAIN Date - 04/23/2021
Location - LA QUINTA, CA 92253 / TRACT No. 34243
Building - PLAN J-MODERN System No. - MASTER BEDROOM
Contractor - KPS FIRE SPRINKLERS‚ INC Contract No. - N/A
Calculated By - LM Drawing No. - FP-2
Construction: ( ) Combustible (X) Non-Combustible Ceiling Height 9'-0"
OCCUPANCY - R3 / U
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( )
S ( )Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point - 13 Gpm System Type
Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction
E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle
S Additional Flow Added - Gpm Make RELIABLE Model RA0616
I Elevation at Highest Outlet - 9'-0"Feet Size 1/2" K-Factor 4.9
G Note: Temperature Rating 212
N
Calculation Gpm Required 26.014 Psi Required 17.534 BASE OF RISER "BOR"
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 3/5/2021 Rated Cap. Cap.
T Time of Test - N/A @ Psi Elev.
E Static (Psi) - 90.8=81.72 Elev.
R Residual (Psi) - 84.4=75.96 Other Well
Flow (Gpm) - 1‚250 Proof Flow Gpm
S Elevation - -6 FT
P Location: FIRE FLOW ANALYSIS ON F/Y IN FRONT OF
P 57620 SANTO THOMAS‚ LA QUINTA‚ LOTS 27 & 28
L Source of Information: COACHELLA VALLEY WATER DISTRICT
Y CONTACT: HECTOR RODRIGUEZ / PHONE: (760) 398-2661 EXT. 2397
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 2
CORAL MOUNTAIN Date 04/23/2021
10
20
30
40
E 50
R 60
U 70
S 80
S 90
E 100
R 110
P 120
130
140
150
200 400 600 800 1000 1200 1400 1600 1800
FLOW ( N ^ 1.85 )
City Water Supply:Demand:
C1
C2
C1 - Static Pressure :81.72
C2 - Residual Pressure:75.96
C2 - Residual Flow :1250
D1 - Elevation : 6.496
D2 - System Flow :26.014
D2 - System Pressure : 69.824
Hose ( Demand ):5
D3 - System Demand :31.014
Safety Margin : 11.890
D1
D2
D3
Water Supply Curve C
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 3
CORAL MOUNTAIN Date 04/23/2021
Fitting Legend
Abbrev.Name ½¾1 1¼1½2 2½3 3½4 5 6 8 10 12 14 16 18 20 24
Ad *Male/Female Adapter 1 1.5 2 2.8 3.5 4.5 5.5 6.5 0 9 0 14
Cpcv CPVC Check Valve 0 0 1 7 9 11
E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
Kav K Copper Angle Valve 0 7 14 14 18 28
Kcs K Copper Corporation Stop 0 0 4.08 4.08 4.08 4.08
Ktee K Copper Tee or Cross Flow Turned 0 3 6 5 8 12
Lbv L Copper Ball Valve 2.25 2 2.5 2.25 10
Lcv L Copper Check Valve 0 0 7 7 10 14
Lelbw L Copper 90 Degre Elbow 0 2 3 3 4 6
Ltee L Copper Tee or Cross Flow Turned 0 4 7 6 9 12
N *CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0
O *CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0
R *CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0
T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Fittings Used Summary
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *. The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Fittings Used Summary
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 4
CORAL MOUNTAIN Date 04/23/2021
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
SRC 81.72 75.96 1250.0 81.714 31.01 69.824
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
H1 10.0 8.77
H2 10.0 8.8
H3 9.0 4.9 7.04 13.0
H4 9.0 4.9 7.05 13.01
H5 9.0 8.04
D1 10.5 8.55
1 10.5 8.55
D2 10.5 8.59
2 10.5 8.59
3 10.5 8.73
4 9.5 9.18
5 9.5 9.2
6 9.5 9.94
7 10.5 8.47
8 9.5 8.89
9 9.5 8.87
D3 9.5 7.05
10 9.5 7.52
D4 9.5 7.07
11 9.5 7.52
D5 9.5 7.82
12 9.5 7.82
13 9.5 10.83
TOR 9.5 12.25
BOR 2.0 17.53
POC 2.0 17.98
DS 2.0 19.61 5.0
UG1 -3.667 22.52
UG2 -3.667 25.79
UG3 -1.5 25.14
M1 -1.5 28.61
M2 -1.5 51.41
UG4 -1.5 55.63
101 -6.0 69.82
102 -6.0 69.82
103 -6.0 69.82
104 -6.0 69.82
105 -6.0 69.82
106 -6.0 69.82
Flow Summary - NFPA
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 5
CORAL MOUNTAIN Date 04/23/2021
NODE ANALYSIS (cont.)
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
SRC -6.0 69.82
Flow Summary - NFPA
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 6
CORAL MOUNTAIN Date 04/23/2021
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe *******Notes ******
Node2 Elev2 Fact Qt Act Eqv.Ln.Total Pf/Ft Pf
H1 10 0.0 1 N 7.0 0.500 150 8.771
to 0.0 7.000 -0.217
D1 10.500 0.0 1.101 0.0 7.500 0.0001 0.001 Vel = 0
0.0
D1 0.0 8.555 K Factor = 0
H2 10 0.0 1 N 7.0 0.500 150 8.802
to 0.0 7.000 -0.217
D2 10.500 0.0 1.101 0.0 7.500 0 0.0 Vel = 0
0.0
D2 0.0 8.585 K Factor = 0
H3 9 4.90 13.00 1 N 7.0 0.500 150 7.039
to 0.0 7.000 -0.217
D3 9.500 13.0 1.101 0.0 7.500 0.0307 0.230 Vel = 4.38
0.0
D3 13.00 7.052 K Factor = 4.90
H4 9 4.90 13.01 1 N 7.0 0.500 150 7.053
to 0.0 7.000 -0.217
D4 9.500 13.01 1.101 0.0 7.500 0.0308 0.231 Vel = 4.38
0.0
D4 13.01 7.067 K Factor = 4.89
H5 9 0.0 1 N 7.0 0.500 150 8.039
to 0.0 7.000 -0.217
D5 9.500 0.0 1.101 0.0 7.500 0.0001 0.001 Vel = 0
0.0
D5 0.0 7.823 K Factor = 0
D1 10.500 0.0 1 O 5.0 0.833 150 8.555
to 0.0 5.000 0.0
1 10.500 0.0 1.101 0.0 5.833 0 0.0 Vel = 0
1 10.500 2.95 1 R 1.0 14.375 150 8.555
to 0.0 1.000 0.0
2 10.500 2.95 1.101 0.0 15.375 0.0020 0.030 Vel = 0.99
0.0
2 2.95 8.585 K Factor = 1.01
D2 10.500 0.0 1 O 5.0 0.833 150 8.585
to 0.0 5.000 0.0
2 10.500 0.0 1.101 0.0 5.833 0 0.0 Vel = 0
2 10.500 2.95 1 4N 28.0 41.958 150 8.585
to 3R 3.0 31.000 0.0
3 10.500 2.95 1.101 0.0 72.958 0.0020 0.144 Vel = 0.99
3 10.500 0.0 1 N 7.0 1.000 150 8.729
to 0.0 7.000 0.433
4 9.500 2.95 1.101 0.0 8.000 0.0020 0.016 Vel = 0.99
4 9.500 0.0 1 O 5.0 8.292 150 9.178
to 0.0 5.000 0.0
5 9.500 2.95 1.101 0.0 13.292 0.0020 0.026 Vel = 0.99
Final Calculations : Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 7
CORAL MOUNTAIN Date 04/23/2021
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe *******Notes ******
Node2 Elev2 Fact Qt Act Eqv.Ln.Total Pf/Ft Pf
5 9.500 10.06 1 2O 10.0 13.958 150 9.204
to 0.0 10.000 0.0
6 9.500 13.01 1.101 0.0 23.958 0.0307 0.736 Vel = 4.38
6 9.500 0.0 1 N 7.0 20.042 150 9.940
to 2R 2.0 9.000 0.0
13 9.500 13.01 1.101 0.0 29.042 0.0307 0.893 Vel = 4.38
0.0
13 13.01 10.833 K Factor = 3.95
1 10.500 -2.95 1 2N 14.0 24.917 150 8.555
to 3R 3.0 17.000 0.0
7 10.500 -2.95 1.101 0.0 41.917 -0.0020 -0.083 Vel = 0.99
7 10.500 0.0 1 N 7.0 1.000 150 8.472
to 0.0 7.000 0.433
8 9.500 -2.95 1.101 0.0 8.000 -0.0020 -0.016 Vel = 0.99
8 9.500 0.0 1 O 5.0 2.292 150 8.889
to 0.0 5.000 0.0
9 9.500 -2.95 1.101 0.0 7.292 -0.0019 -0.014 Vel = 0.99
9 9.500 13.01 1 2R 2.0 15.250 150 8.875
to 0.0 2.000 0.0
5 9.500 10.06 1.101 0.0 17.250 0.0191 0.329 Vel = 3.39
0.0
5 10.06 9.204 K Factor = 3.32
9 9.500 -13.01 1 N 7.0 33.208 150 8.875
to 4R 4.0 11.000 0.0
10 9.500 -13.01 1.101 0.0 44.208 -0.0307 -1.359 Vel = 4.38
0.0
10 -13.01 7.516 K Factor = -4.75
D3 9.500 13.00 1 N 7.0 3.125 150 7.052
to O 5.0 12.000 0.0
10 9.500 13.0 1.101 0.0 15.125 0.0307 0.464 Vel = 4.38
10 9.500 -13.01 1 O 5.0 15.750 150 7.516
to 0.0 5.000 0.0
11 9.500 -0.01 1.101 0.0 20.750 0 0.0 Vel = 0
0.0
11 -0.01 7.516 K Factor = 0
D4 9.500 13.01 1 N 7.0 2.625 150 7.067
to O 5.0 12.000 0.0
11 9.500 13.01 1.101 0.0 14.625 0.0307 0.449 Vel = 4.38
11 9.500 -0.01 1 R 1.0 9.000 150 7.516
to 0.0 1.000 0.0
12 9.500 13.0 1.101 0.0 10.000 0.0307 0.307 Vel = 4.38
0.0
12 13.00 7.823 K Factor = 4.65
D5 9.500 0.0 1 O 5.0 1.333 150 7.823
to 0.0 5.000 0.0
12 9.500 0.0 1.101 0.0 6.333 0 0.0 Vel = 0
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 8
CORAL MOUNTAIN Date 04/23/2021
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe *******Notes ******
Node2 Elev2 Fact Qt Act Eqv.Ln.Total Pf/Ft Pf
12 9.500 13.00 1 N 7.0 79.167 150 7.823
to 7R 7.0 19.000 0.0
13 9.500 13.0 1.101 O 5.0 98.167 0.0307 3.010 Vel = 4.38
13 9.500 13.01 1 N 7.0 5.792 150 10.833
to 0.0 7.000 0.0
TOR 9.500 26.01 1.101 0.0 12.792 0.1106 1.415 Vel = 8.77
0.0
TOR 26.01 12.248 K Factor = 7.43
TOR 9.500 26.01 1 2R 2.0 7.500 150 12.248
to Cpcv 1.913 10.912 3.248
BOR 2 26.01 1.101 N 7.0 18.412 0.1107 2.038 Vel = 8.77
BOR 2 0.0 1 Ad 2.0 2.000 150 17.534
to 0.0 2.000 0.0
POC 2 26.01 1.101 0.0 4.000 0.1108 0.443 Vel = 8.77
POC 2 0.0 1 Ltee 9.45 1.000 150 17.977
to 0.0 9.450 0.0
DS 2 26.01 1.025 0.0 10.450 0.1567 1.638 Vel = 10.11
0.0
DS 26.01 19.615 K Factor = 5.87
DS 2 H5 31.01 1.5 Lelbw 4.352 5.667 150 19.615
to Ad 3.5 7.852 2.454
UG1 -3.667 31.01 1.505 0.0 13.519 0.0334 0.452 Vel = 5.59
UG1 -3.667 0.0 1.5 3E 17.062 105.000 150 22.521
to 2F 5.687 22.749 0.0
UG2 -3.667 31.01 1.59 0.0 127.749 0.0256 3.268 Vel = 5.01
UG2 -3.667 0.0 1.5 E 5.687 2.167 150 25.789
to Ad 3.5 9.187 -0.939
UG3 -1.500 31.01 1.59 0.0 11.354 0.0256 0.291 Vel = 5.01
UG3 -1.500 0.0 1 Lbv 3.037 1.500 150 25.141
to Lcv 9.45 14.488 0.0
M1 -1.500 31.01 1.025 Ad 2.0 15.988 0.2170 3.470 Vel = 12.06
M1 -1.500 0.0 0.75 0.0 1.000 150 28.611
to 0.0 0.0 22.000 * * Fixed Loss = 22
M2 -1.500 31.01 0.785 0.0 1.000 0.7960 0.796 Vel = 20.56
M2 -1.500 0.0 1 Kav 16.354 0.500 150 51.407
to 0.0 16.354 0.0
UG4 -1.500 31.01 0.995 0.0 16.854 0.2508 4.227 Vel = 12.80
UG4 -1.500 0.0 1 Ad 2.0 35.000 150 55.634
to Kcs 4.766 13.775 1.949
101 -6 31.01 0.995 Ktee 7.009 48.775 0.2508 12.233 Vel = 12.80
101 -6 0.0 8 E 32.344 97.000 150 69.816
to T 62.89 102.420 0.0
102 -6 31.01 8.27 G 7.187 199.420 0 0.002 Vel = 0.19
102 -6 -14.59 8 4T 251.562 361.000 150 69.818
to 4G 28.75 280.311 0.0
103 -6 16.42 8.27 0.0 641.311 0 0.001 Vel = 0.10
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 9
CORAL MOUNTAIN Date 04/23/2021
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe *******Notes ******
Node2 Elev2 Fact Qt Act Eqv.Ln.Total Pf/Ft Pf
103 -6 0.0 8 6F 97.031 798.000 150 69.819
to 3T 188.671 292.889 0.0
106 -6 16.42 8.27 G 7.187 1090.889 0 0.003 Vel = 0.10
0.0
106 16.42 69.822 K Factor = 1.97
102 -6 14.60 8 3F 48.515 962.000 150 69.818
to 2G 14.375 314.453 0.0
104 -6 14.6 8.27 4T 251.562 1276.453 0 0.002 Vel = 0.09
104 -6 0.0 8 8F 129.375 372.000 150 69.820
to 2G 14.375 269.532 0.0
105 -6 14.6 8.27 2T 125.781 641.532 0 0.002 Vel = 0.09
105 -6 0.0 8 G 7.187 165.000 150 69.822
to T 62.89 70.077 0.0
106 -6 14.6 8.27 0.0 235.077 0 0.0 Vel = 0.09
106 -6 16.41 6 E 22.818 15.000 150 69.822
to G 4.89 27.707 0.0
SRC -6 31.01 6.16 0.0 42.707 0 0.002 Vel = 0.33
0.0
SRC 31.01 69.824 K Factor = 3.71
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC
C-16 LICENSE # 954532
760 S. ROCHESTER AVE. SUITE B
ONTARIO, CA 91761
(800) 457-7252
Job Name :CORAL MOUNTAIN
Drawing :PLAN J-MODERN
Location :LA QUINTA, CA 92253 / TRACT No. 34243
Remote Area :LIVING ROOM
Contract :N/A
Data File :PLAN J-MODERN (2-HEAD) LIVING ROOM CALC 16X16.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 1
CORAL MOUNTAIN Date 04/23/2021
HYDRAULIC DESIGN INFORMATION SHEET
Name - CORAL MOUNTAIN Date - 04/23/2021
Location - LA QUINTA, CA 92253 / TRACT No. 34243
Building - PLAN J-MODERN System No. - LIVING ROOM
Contractor - KPS FIRE SPRINKLERS‚ INC Contract No. - N/A
Calculated By - LM Drawing No. - FP-2
Construction: ( ) Combustible (X) Non-Combustible Ceiling Height 10'-0"
OCCUPANCY - R3 / U
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( )
S ( )Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point - 13 Gpm System Type
Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction
E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle
S Additional Flow Added - Gpm Make RELIABLE Model RA0616
I Elevation at Highest Outlet - 10'-0"Feet Size 1/2" K-Factor 4.9
G Note: Temperature Rating 212
N
Calculation Gpm Required 26.009 Psi Required 19.288 BASE OF RISER "BOR"
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 3/5/2021 Rated Cap. Cap.
T Time of Test - N/A @ Psi Elev.
E Static (Psi) - 90.8=81.72 Elev.
R Residual (Psi) - 84.4=75.96 Other Well
Flow (Gpm) - 1‚250 Proof Flow Gpm
S Elevation - -6 FT
P Location: FIRE FLOW ANALYSIS ON F/Y IN FRONT OF
P 57620 SANTO THOMAS‚ LA QUINTA‚ LOTS 27 & 28
L Source of Information: COACHELLA VALLEY WATER DISTRICT
Y CONTACT: HECTOR RODRIGUEZ / PHONE: (760) 398-2661 EXT. 2397
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 2
CORAL MOUNTAIN Date 04/23/2021
10
20
30
40
E 50
R 60
U 70
S 80
S 90
E 100
R 110
P 120
130
140
150
200 400 600 800 1000 1200 1400 1600 1800
FLOW ( N ^ 1.85 )
City Water Supply:Demand:
C1
C2
C1 - Static Pressure :81.72
C2 - Residual Pressure:75.96
C2 - Residual Flow :1250
D1 - Elevation : 6.930
D2 - System Flow :26.009
D2 - System Pressure : 71.569
Hose ( Demand ):5
D3 - System Demand :31.009
Safety Margin : 10.145
D1
D2
D3
Water Supply Curve C
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 3
CORAL MOUNTAIN Date 04/23/2021
Fitting Legend
Abbrev.Name ½¾1 1¼1½2 2½3 3½4 5 6 8 10 12 14 16 18 20 24
Ad *Male/Female Adapter 1 1.5 2 2.8 3.5 4.5 5.5 6.5 0 9 0 14
Cpcv CPVC Check Valve 0 0 1 7 9 11
E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
Kav K Copper Angle Valve 0 7 14 14 18 28
Kcs K Copper Corporation Stop 0 0 4.08 4.08 4.08 4.08
Ktee K Copper Tee or Cross Flow Turned 0 3 6 5 8 12
Lbv L Copper Ball Valve 2.25 2 2.5 2.25 10
Lcv L Copper Check Valve 0 0 7 7 10 14
Lelbw L Copper 90 Degre Elbow 0 2 3 3 4 6
Ltee L Copper Tee or Cross Flow Turned 0 4 7 6 9 12
N *CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0
O *CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0
R *CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0
T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Fittings Used Summary
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *. The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Fittings Used Summary
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 4
CORAL MOUNTAIN Date 04/23/2021
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
SRC 81.72 75.96 1250.0 81.714 31.01 71.569
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
H1 10.0 4.9 7.05 13.01
H2 10.0 4.9 7.04 13.0
H3 9.0 10.76
H4 9.0 11.09
H5 9.0 11.25
D1 10.5 7.06
1 10.5 7.24
D2 10.5 7.05
2 10.5 7.23
3 10.5 9.0
4 9.5 9.62
5 9.5 9.95
6 9.5 11.14
7 10.5 8.83
8 9.5 9.56
9 9.5 9.84
D3 9.5 10.54
10 9.5 10.54
D4 9.5 10.87
11 9.5 10.87
D5 9.5 11.03
12 9.5 11.03
13 9.5 12.59
TOR 9.5 14.0
BOR 2.0 19.29
POC 2.0 19.73
DS 2.0 21.37 5.0
UG1 -3.667 24.27
UG2 -3.667 27.54
UG3 -1.5 26.89
M1 -1.5 30.36
M2 -1.5 53.16
UG4 -1.5 57.38
101 -6.0 71.56
102 -6.0 71.56
103 -6.0 71.56
104 -6.0 71.57
105 -6.0 71.57
106 -6.0 71.57
Flow Summary - NFPA
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 5
CORAL MOUNTAIN Date 04/23/2021
NODE ANALYSIS (cont.)
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
SRC -6.0 71.57
Flow Summary - NFPA
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 6
CORAL MOUNTAIN Date 04/23/2021
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe *******Notes ******
Node2 Elev2 Fact Qt Act Eqv.Ln.Total Pf/Ft Pf
H1 10 4.90 13.01 1 N 7.0 0.500 150 7.048
to 0.0 7.000 -0.217
D1 10.500 13.01 1.101 0.0 7.500 0.0308 0.231 Vel = 4.38
0.0
D1 13.01 7.062 K Factor = 4.90
H2 10 4.90 13.00 1 N 7.0 0.500 150 7.039
to 0.0 7.000 -0.217
D2 10.500 13.0 1.101 0.0 7.500 0.0307 0.230 Vel = 4.38
0.0
D2 13.00 7.052 K Factor = 4.90
H3 9 0.0 1 N 7.0 0.500 150 10.758
to 0.0 7.000 -0.217
D3 9.500 0.0 1.101 0.0 7.500 0 0.0 Vel = 0
0.0
D3 0.0 10.541 K Factor = 0
H4 9 0.0 1 N 7.0 0.500 150 11.087
to 0.0 7.000 -0.217
D4 9.500 0.0 1.101 0.0 7.500 0.0001 0.001 Vel = 0
0.0
D4 0.0 10.871 K Factor = 0
H5 9 0.0 1 N 7.0 0.500 150 11.246
to 0.0 7.000 -0.217
D5 9.500 0.0 1.101 0.0 7.500 0.0001 0.001 Vel = 0
0.0
D5 0.0 11.030 K Factor = 0
D1 10.500 13.01 1 O 5.0 0.833 150 7.062
to 0.0 5.000 0.0
1 10.500 13.01 1.101 0.0 5.833 0.0307 0.179 Vel = 4.38
1 10.500 -14.57 1 R 1.0 14.375 150 7.241
to 0.0 1.000 0.0
2 10.500 -1.56 1.101 0.0 15.375 -0.0007 -0.010 Vel = 0.53
0.0
2 -1.56 7.231 K Factor = -0.58
D2 10.500 13.00 1 O 5.0 0.833 150 7.052
to 0.0 5.000 0.0
2 10.500 13.0 1.101 0.0 5.833 0.0307 0.179 Vel = 4.38
2 10.500 -1.56 1 4N 28.0 41.958 150 7.231
to 3R 3.0 31.000 0.0
3 10.500 11.44 1.101 0.0 72.958 0.0242 1.767 Vel = 3.86
3 10.500 0.0 1 N 7.0 1.000 150 8.998
to 0.0 7.000 0.433
4 9.500 11.44 1.101 0.0 8.000 0.0241 0.193 Vel = 3.86
4 9.500 0.0 1 O 5.0 8.292 150 9.624
to 0.0 5.000 0.0
5 9.500 11.44 1.101 0.0 13.292 0.0242 0.322 Vel = 3.86
Final Calculations : Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 7
CORAL MOUNTAIN Date 04/23/2021
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe *******Notes ******
Node2 Elev2 Fact Qt Act Eqv.Ln.Total Pf/Ft Pf
5 9.500 5.46 1 2O 10.0 13.958 150 9.946
to 0.0 10.000 0.0
6 9.500 16.9 1.101 0.0 23.958 0.0498 1.194 Vel = 5.70
6 9.500 0.0 1 N 7.0 20.042 150 11.140
to 2R 2.0 9.000 0.0
13 9.500 16.9 1.101 0.0 29.042 0.0499 1.448 Vel = 5.70
0.0
13 16.90 12.588 K Factor = 4.76
1 10.500 14.57 1 2N 14.0 24.917 150 7.241
to 3R 3.0 17.000 0.0
7 10.500 14.57 1.101 0.0 41.917 0.0379 1.587 Vel = 4.91
7 10.500 0.0 1 N 7.0 1.000 150 8.828
to 0.0 7.000 0.433
8 9.500 14.57 1.101 0.0 8.000 0.0379 0.303 Vel = 4.91
8 9.500 0.0 1 O 5.0 2.292 150 9.564
to 0.0 5.000 0.0
9 9.500 14.57 1.101 0.0 7.292 0.0378 0.276 Vel = 4.91
9 9.500 -9.11 1 2R 2.0 15.250 150 9.840
to 0.0 2.000 0.0
5 9.500 5.46 1.101 0.0 17.250 0.0061 0.106 Vel = 1.84
0.0
5 5.46 9.946 K Factor = 1.73
9 9.500 9.11 1 N 7.0 33.208 150 9.840
to 4R 4.0 11.000 0.0
10 9.500 9.11 1.101 0.0 44.208 0.0159 0.701 Vel = 3.07
0.0
10 9.11 10.541 K Factor = 2.81
D3 9.500 0.0 1 N 7.0 3.125 150 10.541
to O 5.0 12.000 0.0
10 9.500 0.0 1.101 0.0 15.125 0 0.0 Vel = 0
10 9.500 9.11 1 O 5.0 15.750 150 10.541
to 0.0 5.000 0.0
11 9.500 9.11 1.101 0.0 20.750 0.0159 0.330 Vel = 3.07
0.0
11 9.11 10.871 K Factor = 2.76
D4 9.500 0.0 1 N 7.0 2.625 150 10.871
to O 5.0 12.000 0.0
11 9.500 0.0 1.101 0.0 14.625 0 0.0 Vel = 0
11 9.500 9.11 1 R 1.0 9.000 150 10.871
to 0.0 1.000 0.0
12 9.500 9.11 1.101 0.0 10.000 0.0159 0.159 Vel = 3.07
0.0
12 9.11 11.030 K Factor = 2.74
D5 9.500 0.0 1 O 5.0 1.333 150 11.030
to 0.0 5.000 0.0
12 9.500 0.0 1.101 0.0 6.333 0 0.0 Vel = 0
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 8
CORAL MOUNTAIN Date 04/23/2021
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe *******Notes ******
Node2 Elev2 Fact Qt Act Eqv.Ln.Total Pf/Ft Pf
12 9.500 9.11 1 N 7.0 79.167 150 11.030
to 7R 7.0 19.000 0.0
13 9.500 9.11 1.101 O 5.0 98.167 0.0159 1.558 Vel = 3.07
13 9.500 16.90 1 N 7.0 5.792 150 12.588
to 0.0 7.000 0.0
TOR 9.500 26.01 1.101 0.0 12.792 0.1106 1.415 Vel = 8.77
0.0
TOR 26.01 14.003 K Factor = 6.95
TOR 9.500 26.01 1 2R 2.0 7.500 150 14.003
to Cpcv 1.913 10.912 3.248
BOR 2 26.01 1.101 N 7.0 18.412 0.1106 2.037 Vel = 8.77
BOR 2 0.0 1 Ad 2.0 2.000 150 19.288
to 0.0 2.000 0.0
POC 2 26.01 1.101 0.0 4.000 0.1105 0.442 Vel = 8.77
POC 2 0.0 1 Ltee 9.45 1.000 150 19.730
to 0.0 9.450 0.0
DS 2 26.01 1.025 0.0 10.450 0.1567 1.638 Vel = 10.11
0.0
DS 26.01 21.368 K Factor = 5.63
DS 2 H5 31.01 1.5 Lelbw 4.352 5.667 150 21.368
to Ad 3.5 7.852 2.454
UG1 -3.667 31.01 1.505 0.0 13.519 0.0334 0.452 Vel = 5.59
UG1 -3.667 0.0 1.5 3E 17.062 105.000 150 24.274
to 2F 5.687 22.749 0.0
UG2 -3.667 31.01 1.59 0.0 127.749 0.0256 3.267 Vel = 5.01
UG2 -3.667 0.0 1.5 E 5.687 2.167 150 27.541
to Ad 3.5 9.187 -0.939
UG3 -1.500 31.01 1.59 0.0 11.354 0.0256 0.291 Vel = 5.01
UG3 -1.500 0.0 1 Lbv 3.037 1.500 150 26.893
to Lcv 9.45 14.488 0.0
M1 -1.500 31.01 1.025 Ad 2.0 15.988 0.2170 3.469 Vel = 12.06
M1 -1.500 0.0 0.75 0.0 1.000 150 30.362
to 0.0 0.0 22.000 * * Fixed Loss = 22
M2 -1.500 31.01 0.785 0.0 1.000 0.7950 0.795 Vel = 20.56
M2 -1.500 0.0 1 Kav 16.354 0.500 150 53.157
to 0.0 16.354 0.0
UG4 -1.500 31.01 0.995 0.0 16.854 0.2507 4.226 Vel = 12.80
UG4 -1.500 0.0 1 Ad 2.0 35.000 150 57.383
to Kcs 4.766 13.775 1.949
101 -6 31.01 0.995 Ktee 7.009 48.775 0.2507 12.230 Vel = 12.80
101 -6 0.0 8 E 32.344 97.000 150 71.562
to T 62.89 102.420 0.0
102 -6 31.01 8.27 G 7.187 199.420 0 0.001 Vel = 0.19
102 -6 -14.60 8 4T 251.562 361.000 150 71.563
to 4G 28.75 280.311 0.0
103 -6 16.41 8.27 0.0 641.311 0 0.002 Vel = 0.10
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
KPS FIRE SPRINKLERS INC Page 9
CORAL MOUNTAIN Date 04/23/2021
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe *******Notes ******
Node2 Elev2 Fact Qt Act Eqv.Ln.Total Pf/Ft Pf
103 -6 0.0 8 6F 97.031 798.000 150 71.565
to 3T 188.671 292.889 0.0
106 -6 16.41 8.27 G 7.187 1090.889 0 0.003 Vel = 0.10
0.0
106 16.41 71.568 K Factor = 1.94
102 -6 14.59 8 3F 48.515 962.000 150 71.563
to 2G 14.375 314.453 0.0
104 -6 14.59 8.27 4T 251.562 1276.453 0 0.003 Vel = 0.09
104 -6 0.0 8 8F 129.375 372.000 150 71.566
to 2G 14.375 269.532 0.0
105 -6 14.59 8.27 2T 125.781 641.532 0 0.001 Vel = 0.09
105 -6 0.0 8 G 7.187 165.000 150 71.567
to T 62.89 70.077 0.0
106 -6 14.59 8.27 0.0 235.077 0 0.001 Vel = 0.09
106 -6 16.42 6 E 22.818 15.000 150 71.568
to G 4.89 27.707 0.0
SRC -6 31.01 6.16 0.0 42.707 0 0.001 Vel = 0.33
0.0
SRC 31.01 71.569 K Factor = 3.67
Final Calculations - Hazen-Williams
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