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FSS2021-0214ADDITIONAL 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 CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE JOSE DELGADO 5/3/2022 5/3/2022 CONTRACTOR REQUESTED FINAL INSPECTION. PERMIT EXPIRED AS OF 3/6/22. ADDED EXTENSION FEE OF $83 AND EXTENDED PERMIT TO 5/5/22 SO CONTRACTOR CAN PAY FEE VIA ETRAKIT. WILL ALSO REQUIRE AN EXTENSION REQUEST LETTER FROM CONTRACTOR. PER KOHL, OK TO EXTEND. FEES PAID AND EXTENSION LETTER UPLOADED. EXTENDED EXPIRATION DATE 6 MOS FROM 5/3/22 TO 11/3/22. REFUND CELESTE VILLANUEVA 7/22/2022 7/22/2022 FSS2021-0214, WESLEY PAGE, OP CONDITIONS Description: CORAL MOUNTAIN / FIRE SPRINKLER / BRES2021-0464 / LOT 31 Type: FIRE SPRINKLER (WEB)Subtype: Status: FINALED Applied: 8/30/2021 ECON Parcel No: 762490031 Site Address: 57716 SANTO THOMAS LA QUINTA,CA 92253 Approved: 9/2/2021 AMA Subdivision: TR 34243 Block: Lot: 31 Issued: 9/7/2021 JOD Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 5/9/2022 KHET Valuation: $1,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: LOT 31; DMOD Printed: Thursday, March 02, 2023 3:38:57 PM 1 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0214 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL CONTRACTOR K P S FIRE SPRINKLERS INC 760 SOUTH ROCHESTER AVENUE ONTARIO CA 91761 (909)980-9222 RValencia@kpspowerh ome.com OWNER RBC REAL ESTATE FINANCE INC 3161 MICHELSON DR NO 1500 IRVINE CA 92618 (909)980-9222 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD ROUGH PIPING KHET 12/20/2021 12/20/2021 APPROVED FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $161.00 $161.00 9/7/21 WEB9220 632349219 12 CREDIT 954532 ECON FIRE STAFF - PER HOUR 101-0000-42420 1 $83.00 $83.00 5/3/22 WEB11632 636930533 94 CREDIT 954532 ECON FIRE STAFF - PER HOUR 101-0000-42420 1 $83.00 $83.00 5/3/22 WEB11632 636930533 94 CREDIT 954532 ECON Total Paid for FIRE FEES: $327.00 $327.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 9/7/21 WEB9220 632349219 12 CREDIT 954532 ECON Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 9/7/21 WEB9220 632349219 12 CREDIT 954532 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$342.00 $342.00 Printed: Thursday, March 02, 2023 3:38:57 PM 2 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0214 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 8/30/2021 Etrakit Contractor dmod approved plan PLAN DMOD-coral mtn.pdf 1 DOC 5/3/2022 Etrakit Contractor extension request FS EXTENSION LOT 31.pdf 1 BOND INFORMATION OVERHEAD HYRO KHET 12/20/2021 12/20/2021 APPROVED FIRE FINAL**KHET 5/9/2022 5/9/2022 APPROVED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST PERMIT TECH – ETRAKIT (1 DAY) ARMANDO MAGALLON 8/30/2021 8/31/2021 9/2/2021 APPROVED APPROVED PER MASTER PLAN PARENT PROJECTS Printed: Thursday, March 02, 2023 3:38:57 PM 3 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0214 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 D-MODERNCORAL MOUNTAINALTA VERDE1/4"=1'-0"PAGE: OF 4LMBL03/25/2021FP-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 D-MODERNAHJ: CITY OF LA QUINTA LA QUINTA, CA 92253 / TRACT #34243 5043,3572,853N/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 ANDINTERMEDIATE 212 DEGREES. SPACING OF SPRINKLERS IS 256 SQ FT (16'X16'). 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-FACTORAND INTERMEDIATE 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'-0" 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'-0"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) FCMP2021-0013 JJJJJJs/cos/coSSs/coSSJS1FP-22FP-24FP-23FP-2GDFIRE SPRINKLER MASTER PLAN D-MODERN 0SCALE:1/4"=1'-0"248162-CAR GARAGE8'-6"OFFICE9'-0"GUEST BEDROOM 19'-0"GUEST BEDROOM 29'-0"POWDER9'-0"27 SQ FTSEE NOTE A 20 SQ FTSEE NOTE ACLOSET13 SQ FTSEE NOTE ACLOSETGUEST BATH 19'-0"LAUNDRY9'-0"GUEST BATH 29'-0"MASTER BATH9'-0"TOILET9'-0"20 SQ FTSEE NOTE A 18 SQ FTSEE NOTE ACLOSET18 SQ FTSEE NOTE ACLOSET7 SQ FTSEE NOTE ACLOSET11 SQ FTSEE NOTE ACLOSETMASTER BEDROOM 9'-0"HALL9'-0"HALL9'-6"ENTRY9'-6"VESTIBULE9'-6"LIVING ROOM10'-0"DINING ROOM10'-0"KITCHEN10'-0"6 SQ FTSEE NOTE ACLOSETHALL9'-0"R3'-0"R 3 ' - 0 "R3' -0 "R3'-0"R3'-0"R3'-0 "R3'-0"8 SQ FTSEE NOTE ACLOSETHEAT ZONE 9"9"1" FIRE SPRINKLER RISER INSIDE ACCESS PANEL (SEE RISER DETAILON SHEET FP-1) BORTORH1D1SHADOW1.4 S.F.SEE NOTE CH2D2H3D3H4D41236710114512131415161718192089216'-0"9'-1"6'-0"3'-0"1'-0"HEAT ZONE 5'-1112"10'-512"6'-612"3'-0"10'-812"7'-412"5'-5"5'-6"10'-2"1'-612"1'-7"11'-8"1'-612"3'-01 2"5'-0"4'-31 2"5'-11 2"8'-1"1'-012"1'-0"6'-71 2"12'-2" 1'-81 2"8'-0"812"2'-2"14'-2"8'-0"2'-3"5'-012"8'-0"11'-81 2"8'-8"3'-0"2'-2"5'-6"7'-612"9'-9"12'-2"14'-8"3'-812"4'-1"5'-2"10'-3"5'-2"6'-3"12'-1"14'-912"6'-712"2'-212"6'-212"1'-9"3'-112"4'-11"2'-7"3'-4"5'-1" 2'-31 2" 10 SQ FTSEE NOTE ACLOSET DUCT CHASE DUCT CHASE F.A.U. OVER PLATFORM F.A.U. OVER PLATFORM ISLAND COUNTERTOP COUNTERTOP REF.LIVINGROOMDININGROOMMASTERKITCHENBEDROOMGUESTGARAGEOFFICEBATHROOM1GUESTBEDROOM2MASTERBATHLIVINGROOMGARAGEGUESTDININGROOMHALLBATHROOM1GUESTBEDROOM1SECTION 10SCALE:1/8"=1'-0"481632SECTION 30SCALE:1/8"=1'-0"481632SECTION 20SCALE:1/8"=1'-0"481632SECTION 40SCALE:1/8"=1'-0"48163210'-0"PIPE 10'-6"HEAD 10'-0"9'-0" 8'-6"PIPE 9'-0"HEAD 8'-6"PIPE 9'-6"HEAD 9'-0"9'-0"PIPE 9'-0"HEAD 8'-6"8'-6"PIPE 9'-6"HEAD 9'-0"10'-0"PIPE 10'-6"HEAD 10'-0"10'-0"PIPE 10'-6"HEAD 10'-0"PIPE 9'-6"HEAD 9'-0"9'-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.26.33918.73331.33971.553RELIABLE 7/16"212°PEND. CONC. 4.9RA0616FAST RESPONSE 256 (16'X16') 10.161 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 D-MODERN CORAL MOUNTAIN ALTA VERDE 1/4"=1'-0" PAGE: OF 4 LM BL 03/25/2021 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.CALCULATION NOTE:-ALL SPRINKLER HEADS TO BE 16'X16' SPACING.-SPRINKLER HEAD PROTECTS 16' IN EACH DIRECTION.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 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 D-MODERN AHJ: CITY OF LA QUINTA LA QUINTA, CA 92253 / TRACT #34243 504 3,357 2,853 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 EDITIONKITCHEN 2.052 HEAD CALC.26.13319.85931.133 72.343RELIABLE 7/16"212°PEND. CONC. 4.9RA0616FAST RESPONSE 256 (16'X16') 9.371 JJJJJJs/cos/coSSs/coSSJS1FP-32FP-34FP-33FP-3GDREVERSE FIRE SPRINKLER MASTER PLAN D-MODERN 0SCALE:1/4"=1'-0"248162-CAR GARAGE8'-6"OFFICE9'-0"GUEST BEDROOM 19'-0"GUEST BEDROOM 29'-0"POWDER9'-0"27 SQ FTSEE NOTE A 20 SQ FTSEE NOTE ACLOSET13 SQ FTSEE NOTE ACLOSETGUEST BATH 19'-0"LAUNDRY9'-0"GUEST BATH 29'-0"MASTER BATH9'-0"TOILET9'-0"20 SQ FTSEE NOTE A 18 SQ FTSEE NOTE ACLOSET18 SQ FTSEE NOTE ACLOSET7 SQ FTSEE NOTE ACLOSET11 SQ FTSEE NOTE ACLOSETMASTER BEDROOM 9'-0"HALL9'-0"HALL9'-6"ENTRY9'-6"VESTIBULE9'-6"LIVING ROOM10'-0"DINING ROOM10'-0"KITCHEN10'-0"6 SQ FTSEE NOTE ACLOSETHALL9'-0"R 3 ' - 0 "R3'-0"R3'-0"R3' -0 "R3' -0 "R3'-0"R3'-0"8 SQ FTSEE NOTE ACLOSETHEAT ZONE 9"9"1" FIRE SPRINKLER RISER INSIDE ACCESS PANEL (SEE RISER DETAILON SHEET FP-1) BORTORH1D1SHADOW1.4 S.F.SEE NOTE CH2D2H3D3H4D41236710114512131415161718192089216'-0"9'-1"6'-0" 3'-0"1'-0"HEAT ZONE 5'-1112"10'-512"6'-612"3'-0"10'-81 2"7'-41 2"5'-5"5'-6"10'-2"1'-612"1'-7"11'-8"1'-612"3'-01 2"5'-0"4'-312"5'-112"8'-1"1'-012"1'-0"6'-712"12'-2"1'-812"8'-0"812"2'-2"14'-2"8'-0"2'-3"5'-012"8'-0"11'-812"8'-8"3'-0"2'-2"5'-6"7'-612"9'-9"12'-2"14'-8"3'-812"4'-1"5'-2"10'-3"5'-2"6'-3"12'-1"14'-912"6'-712"2'-21 2"6'-21 2"1'-9"3'-11 2"4'-11"2'-7"3'-4"5'-1"2'-312" 10 SQ FT SEE NOTE A CLOSET DUCT CHASE DUCT CHASE F.A.U. OVER PLATFORM F.A.U. OVER PLATFORM ISLAND COUNTERTOP COUNTERTOP REF.LIVINGROOMDININGROOMMASTERKITCHENBEDROOMGUESTGARAGEOFFICEBATHROOM1GUESTBEDROOM2MASTERBATHLIVINGROOMGARAGEGUESTDININGROOMHALLBATHROOM1GUESTBEDROOM1REVERSE SECTION 10SCALE:1/8"=1'-0"481632REVERSE SECTION 30SCALE:1/8"=1'-0"481632REVERSE SECTION 20SCALE:1/8"=1'-0"481632REVERSE SECTION 40SCALE:1/8"=1'-0"48163210'-0"PIPE 10'-6"HEAD 10'-0"9'-0" 8'-6"PIPE 9'-0"HEAD 8'-6"PIPE 9'-6"HEAD 9'-0"9'-0"PIPE 9'-0"HEAD 8'-6"8'-6"PIPE 9'-6"HEAD 9'-0"10'-0"PIPE 10'-6"HEAD 10'-0"10'-0"PIPE 10'-6"HEAD 10'-0"PIPE 9'-6"HEAD 9'-0"9'-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.26.33918.73331.33971.553RELIABLE 7/16"212°PEND. CONC. 4.9RA0616FAST RESPONSE 256 (16'X16') 10.161 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 D-MODERN CORAL MOUNTAIN ALTA VERDE 1/4"=1'-0" PAGE: OF 4 LM BL 03/25/2021 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.CALCULATION NOTE:-ALL SPRINKLER HEADS TO BE 16'X16' SPACING.-SPRINKLER HEAD PROTECTS 16' IN EACH DIRECTION.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 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 D-MODERN AHJ: CITY OF LA QUINTA LA QUINTA, CA 92253 / TRACT #34243 504 3,357 2,853 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 EDITIONKITCHEN 2.052 HEAD CALC.26.13319.85931.133 72.343RELIABLE 7/16"212°PEND. CONC. 4.9RA0616FAST RESPONSE 256 (16'X16') 9.371 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 D-MODERN CORAL MOUNTAIN ALTA VERDE 1/4"=1'-0" PAGE: OF 4 LM BL 03/25/2021 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.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 D-MODERN AHJ: CITY OF LA QUINTA LA QUINTA, CA 92253 / TRACT #34243 504 3,357 2,853 N/A CORAL MOUNTAIN ALTA VERDE2016 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 Sprinklers 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 D-MODERN Location : LA QUINTA, CA 92253 / TRACT No. 34243 Remote Area : KITCHEN Contract : N/A Data File : PLAN D-MODERN (2-HEAD) KITCHEN CALC 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 KPS FIRE SPRINKLERS INC Page 1 CORAL MOUNTAIN Date 03/25/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - CORAL MOUNTAIN Date - 03/25/2021 Location - LA QUINTA, CA 92253 / TRACT No. 34243 Building - PLAN D-MODERN System No. - KITCHEN Contractor - KPS FIRE SPRINKLERS‚ INC Contract No. - N/A Calculated By - BL 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 26.133 Psi Required 19.859 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 - -36 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 03/25/2021 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 : 26.133 D2 - System Pressure : 72.343 Hose ( Demand ) : 5 D3 - System Demand : 31.133 Safety Margin : 9.371 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 03/25/2021 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 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 03/25/2021 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 31.13 72.343 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H1 9.0 9.3 H2 9.0 9.48 H3 10.0 4.9 7.04 13.0 H4 10.0 4.9 7.18 13.13 D1 9.5 9.08 1 9.5 9.08 D2 9.5 9.26 2 9.5 9.26 3 9.5 9.9 4 9.5 9.9 5 10.0 9.68 6 9.5 10.7 7 9.5 11.03 8 9.5 12.29 9 9.0 12.68 10 9.5 8.64 11 10.5 7.91 D3 10.5 7.05 D4 10.5 7.2 12 10.5 7.67 13 10.5 9.19 14 10.0 9.59 15 10.0 9.67 16 10.0 9.94 17 9.5 10.32 18 9.5 10.9 19 9.5 11.24 20 9.0 11.76 21 9.0 13.2 TOR 9.0 14.83 BOR 2.0 19.86 POC 2.0 20.31 DS 2.0 21.96 5.0 UG1 -3.667 24.87 UG2 -3.667 28.16 UG3 -1.5 27.51 M1 -1.5 31.01 M2 -1.5 53.81 UG4 -1.5 58.07 Flow Summary - NFPA Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 KPS FIRE SPRINKLERS INC Page 5 CORAL MOUNTAIN Date 03/25/2021 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 101 -6.0 72.34 102 -6.0 72.34 103 -6.0 72.34 104 -6.0 72.34 105 -6.0 72.34 106 -6.0 72.34 SRC -6.0 72.34 Flow Summary - NFPA Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 KPS FIRE SPRINKLERS INC Page 6 CORAL MOUNTAIN Date 03/25/2021 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 9 0.0 1 N 7.0 0.500 150 9.298 to 0.0 7.000 -0.217 D1 9.500 0.0 1.101 0.0 7.500 0 0.0 Vel = 0 0.0 D1 0.0 9.081 K Factor = 0 H2 9 0.0 1 N 7.0 0.500 150 9.479 to 0.0 7.000 -0.217 D2 9.500 0.0 1.101 0.0 7.500 0 0.0 Vel = 0 0.0 D2 0.0 9.262 K Factor = 0 H3 10 4.90 13.00 1 N 7.0 0.500 150 7.039 to 0.0 7.000 -0.217 D3 10.500 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 10 4.90 13.13 1 N 7.0 0.500 150 7.183 to 0.0 7.000 -0.217 D4 10.500 13.13 1.101 0.0 7.500 0.0313 0.235 Vel = 4.42 0.0 D4 13.13 7.201 K Factor = 4.89 D1 9.500 0.0 1 N 7.0 5.333 150 9.081 to O 5.0 12.000 0.0 1 9.500 0.0 1.101 0.0 17.333 0 0.0 Vel = 0 1 9.500 14.48 1 R 1.0 3.833 150 9.081 to 0.0 1.000 0.0 2 9.500 14.48 1.101 0.0 4.833 0.0375 0.181 Vel = 4.88 0.0 2 14.48 9.262 K Factor = 4.76 D2 9.500 0.0 1 O 5.0 0.500 150 9.262 to 0.0 5.000 0.0 2 9.500 0.0 1.101 0.0 5.500 0 0.0 Vel = 0 2 9.500 14.48 1 O 5.0 12.167 150 9.262 to 0.0 5.000 0.0 3 9.500 14.48 1.101 0.0 17.167 0.0375 0.643 Vel = 4.88 3 9.500 -15.51 1 N 7.0 4.667 150 9.905 to 0.0 7.000 0.0 4 9.500 -1.03 1.101 0.0 11.667 -0.0003 -0.003 Vel = 0.35 4 9.500 0.0 1 N 7.0 0.500 150 9.902 to 0.0 7.000 -0.217 5 10 -1.03 1.101 0.0 7.500 -0.0003 -0.002 Vel = 0.35 5 10 0.0 1 3R 3.0 37.250 150 9.683 to O 5.0 8.000 0.0 15 10 -1.03 1.101 0.0 45.250 -0.0003 -0.013 Vel = 0.35 0.0 15 -1.03 9.670 K Factor = -0.33 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 03/25/2021 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 3 9.500 15.51 1 2R 2.0 11.750 150 9.905 to O 5.0 7.000 0.0 6 9.500 15.51 1.101 0.0 18.750 0.0425 0.797 Vel = 5.23 6 9.500 -11.12 1 7R 7.0 40.333 150 10.702 to 0.0 7.000 0.0 18 9.500 4.39 1.101 0.0 47.333 0.0041 0.195 Vel = 1.48 0.0 18 4.39 10.897 K Factor = 1.33 6 9.500 11.11 1 O 5.0 9.333 150 10.702 to 0.0 5.000 0.0 7 9.500 11.11 1.101 0.0 14.333 0.0230 0.329 Vel = 3.74 7 9.500 0.0 1 6R 6.0 41.875 150 11.031 to N 7.0 13.000 0.0 8 9.500 11.11 1.101 0.0 54.875 0.0229 1.259 Vel = 3.74 8 9.500 0.0 1 N 7.0 0.500 150 12.290 to 0.0 7.000 0.217 9 9 11.11 1.101 0.0 7.500 0.0229 0.172 Vel = 3.74 9 9 0.0 1 R 1.0 16.750 150 12.679 to O 5.0 6.000 0.0 21 9 11.11 1.101 0.0 22.750 0.0229 0.522 Vel = 3.74 0.0 21 11.11 13.201 K Factor = 3.06 1 9.500 -14.48 1 N 7.0 4.833 150 9.081 to 0.0 7.000 0.0 10 9.500 -14.48 1.101 0.0 11.833 -0.0374 -0.443 Vel = 4.88 10 9.500 0.0 1 N 7.0 1.000 150 8.638 to 0.0 7.000 -0.433 11 10.500 -14.48 1.101 0.0 8.000 -0.0375 -0.300 Vel = 4.88 11 10.500 0.0 1 R 1.0 5.333 150 7.905 to 0.0 1.000 0.0 12 10.500 -14.48 1.101 0.0 6.333 -0.0374 -0.237 Vel = 4.88 0.0 12 -14.48 7.668 K Factor = -5.23 D3 10.500 13.00 1 N 7.0 8.083 150 7.052 to O 5.0 12.000 0.0 12 10.500 13.0 1.101 0.0 20.083 0.0307 0.616 Vel = 4.38 0.0 12 13.00 7.668 K Factor = 4.69 D4 10.500 13.13 1 N 7.0 2.958 150 7.201 to O 5.0 12.000 0.0 12 10.500 13.13 1.101 0.0 14.958 0.0312 0.467 Vel = 4.42 12 10.500 -1.48 1 3R 3.0 45.625 150 7.668 to O 5.0 15.000 0.0 13 10.500 11.65 1.101 N 7.0 60.625 0.0251 1.519 Vel = 3.93 13 10.500 0.0 1 N 7.0 0.500 150 9.187 to 0.0 7.000 0.217 14 10 11.65 1.101 0.0 7.500 0.0249 0.187 Vel = 3.93 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 03/25/2021 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 14 10 0.0 1 R 1.0 2.167 150 9.591 to 0.0 1.000 0.0 15 10 11.65 1.101 0.0 3.167 0.0249 0.079 Vel = 3.93 15 10 -1.03 1 N 7.0 5.958 150 9.670 to 0.0 7.000 0.0 16 10 10.62 1.101 0.0 12.958 0.0211 0.274 Vel = 3.58 16 10 0.0 1 N 7.0 0.500 150 9.944 to 0.0 7.000 0.217 17 9.500 10.62 1.101 0.0 7.500 0.0211 0.158 Vel = 3.58 17 9.500 0.0 1 2N 14.0 7.375 150 10.319 to R 1.0 20.000 0.0 18 9.500 10.62 1.101 O 5.0 27.375 0.0211 0.578 Vel = 3.58 18 9.500 4.40 1 N 7.0 1.542 150 10.897 to 0.0 7.000 0.0 19 9.500 15.02 1.101 0.0 8.542 0.0400 0.342 Vel = 5.06 19 9.500 0.0 1 N 7.0 0.500 150 11.239 to 0.0 7.000 0.217 20 9 15.02 1.101 0.0 7.500 0.0400 0.300 Vel = 5.06 20 9 0.0 1 3R 3.0 26.083 150 11.756 to N 7.0 10.000 0.0 21 9 15.02 1.101 0.0 36.083 0.0400 1.445 Vel = 5.06 21 9 11.11 1 R 1.0 6.583 150 13.201 to N 7.0 8.000 0.0 TOR 9 26.13 1.101 0.0 14.583 0.1116 1.627 Vel = 8.81 0.0 TOR 26.13 14.828 K Factor = 6.79 TOR 9 26.13 1 2R 2.0 7.000 150 14.828 to Cpcv 1.913 10.912 3.032 BOR 2 26.13 1.101 N 7.0 17.912 0.1116 1.999 Vel = 8.81 BOR 2 0.0 1 Ad 2.0 2.000 150 19.859 to 0.0 2.000 0.0 POC 2 26.13 1.101 0.0 4.000 0.1115 0.446 Vel = 8.81 POC 2 0.0 1 Ltee 9.45 1.000 150 20.305 to 0.0 9.450 0.0 DS 2 26.13 1.025 0.0 10.450 0.1582 1.653 Vel = 10.16 0.0 DS 26.13 21.958 K Factor = 5.58 DS 2 H5 31.13 1.5 Lelbw 4.352 5.667 150 21.958 to Ad 3.5 7.852 2.454 UG1 -3.667 31.13 1.505 0.0 13.519 0.0337 0.455 Vel = 5.61 UG1 -3.667 0.0 1.5 3E 17.062 105.000 150 24.867 to 2F 5.687 22.749 0.0 UG2 -3.667 31.13 1.59 0.0 127.749 0.0258 3.291 Vel = 5.03 UG2 -3.667 0.0 1.5 E 5.687 2.167 150 28.158 to Ad 3.5 9.187 -0.939 UG3 -1.500 31.13 1.59 0.0 11.354 0.0259 0.294 Vel = 5.03 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 03/25/2021 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 UG3 -1.500 0.0 1 Lbv 3.037 1.500 150 27.513 to Lcv 9.45 14.488 0.0 M1 -1.500 31.13 1.025 Ad 2.0 15.988 0.2185 3.494 Vel = 12.10 M1 -1.500 0.0 0.75 0.0 1.000 150 31.007 to 0.0 0.0 22.000 * * Fixed Loss = 22 M2 -1.500 31.13 0.785 0.0 1.000 0.8010 0.801 Vel = 20.64 M2 -1.500 0.0 1 Kav 16.354 0.500 150 53.808 to 0.0 16.354 0.0 UG4 -1.500 31.13 0.995 0.0 16.854 0.2526 4.258 Vel = 12.84 UG4 -1.500 0.0 1 Ad 2.0 35.000 150 58.066 to Kcs 4.766 13.775 1.949 101 -6 31.13 0.995 Ktee 7.009 48.775 0.2526 12.320 Vel = 12.84 101 -6 0.0 8 E 32.344 97.000 150 72.335 to T 62.89 102.420 0.0 102 -6 31.13 8.27 G 7.187 199.420 0 0.002 Vel = 0.19 102 -6 -14.65 8 4T 251.562 361.000 150 72.337 to 4G 28.75 280.311 0.0 103 -6 16.48 8.27 0.0 641.311 0 0.001 Vel = 0.10 103 -6 0.0 8 6F 97.031 798.000 150 72.338 to 3T 188.671 292.889 0.0 106 -6 16.48 8.27 G 7.187 1090.889 0 0.003 Vel = 0.10 0.0 106 16.48 72.341 K Factor = 1.94 102 -6 14.65 8 3F 48.515 962.000 150 72.337 to 2G 14.375 314.453 0.0 104 -6 14.65 8.27 4T 251.562 1276.453 0 0.002 Vel = 0.09 104 -6 0.0 8 8F 129.375 372.000 150 72.339 to 2G 14.375 269.532 0.0 105 -6 14.65 8.27 2T 125.781 641.532 0 0.002 Vel = 0.09 105 -6 0.0 8 G 7.187 165.000 150 72.341 to T 62.89 70.077 0.0 106 -6 14.65 8.27 0.0 235.077 0 0.0 Vel = 0.09 106 -6 16.48 6 E 22.818 15.000 150 72.341 to G 4.89 27.707 0.0 SRC -6 31.13 6.16 0.0 42.707 0 0.002 Vel = 0.34 0.0 SRC 31.13 72.343 K Factor = 3.66 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 D-MODERN Location : LA QUINTA, CA 92253 / TRACT No. 34243 Remote Area : MASTER BEDROOM Contract : N/A Data File : PLAN D-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 03/25/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - CORAL MOUNTAIN Date - 03/25/2021 Location - LA QUINTA, CA 92253 / TRACT No. 34243 Building - PLAN D-MODERN System No. - MASTER BEDROOM Contractor - KPS FIRE SPRINKLERS‚ INC Contract No. - N/A Calculated By - BL 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 26.339 Psi Required 18.733 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 - -36 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 03/25/2021 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 : 26.339 D2 - System Pressure : 71.553 Hose ( Demand ) : 5 D3 - System Demand : 31.339 Safety Margin : 10.161 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 03/25/2021 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 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 03/25/2021 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 31.34 71.553 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H1 9.0 4.9 7.04 13.0 H2 9.0 4.9 7.41 13.34 H3 10.0 7.68 H4 10.0 7.68 D1 9.5 7.05 1 9.5 7.58 D2 9.5 7.43 2 9.5 7.61 3 9.5 8.63 4 9.5 8.65 5 10.0 8.45 6 9.5 9.47 7 9.5 9.81 8 9.5 11.1 9 9.0 11.49 10 9.5 7.72 11 10.5 7.38 D3 10.5 7.46 D4 10.5 7.46 12 10.5 7.46 13 10.5 8.17 14 10.0 8.48 15 10.0 8.52 16 10.0 8.78 17 9.5 9.15 18 9.5 9.7 19 9.5 10.04 20 9.0 10.56 21 9.0 12.02 TOR 9.0 13.67 BOR 2.0 18.73 POC 2.0 19.19 DS 2.0 20.86 5.0 UG1 -3.667 23.78 UG2 -3.667 27.11 UG3 -1.5 26.47 M1 -1.5 30.0 M2 -1.5 52.82 UG4 -1.5 57.12 Flow Summary - NFPA Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 KPS FIRE SPRINKLERS INC Page 5 CORAL MOUNTAIN Date 03/25/2021 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 101 -6.0 71.54 102 -6.0 71.55 103 -6.0 71.55 104 -6.0 71.55 105 -6.0 71.55 106 -6.0 71.55 SRC -6.0 71.55 Flow Summary - NFPA Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 KPS FIRE SPRINKLERS INC Page 6 CORAL MOUNTAIN Date 03/25/2021 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 9 4.90 13.00 1 N 7.0 0.500 150 7.039 to 0.0 7.000 -0.217 D1 9.500 13.0 1.101 0.0 7.500 0.0307 0.230 Vel = 4.38 0.0 D1 13.00 7.052 K Factor = 4.90 H2 9 4.90 13.34 1 N 7.0 0.500 150 7.410 to 0.0 7.000 -0.217 D2 9.500 13.34 1.101 0.0 7.500 0.0323 0.242 Vel = 4.50 0.0 D2 13.34 7.435 K Factor = 4.89 H3 10 0.0 1 N 7.0 0.500 150 7.676 to 0.0 7.000 -0.217 D3 10.500 0.0 1.101 0.0 7.500 0 0.0 Vel = 0 0.0 D3 0.0 7.459 K Factor = 0 H4 10 0.0 1 N 7.0 0.500 150 7.676 to 0.0 7.000 -0.217 D4 10.500 0.0 1.101 0.0 7.500 0 0.0 Vel = 0 0.0 D4 0.0 7.459 K Factor = 0 D1 9.500 13.00 1 N 7.0 5.333 150 7.052 to O 5.0 12.000 0.0 1 9.500 13.0 1.101 0.0 17.333 0.0307 0.532 Vel = 4.38 1 9.500 -7.75 1 R 1.0 3.833 150 7.584 to 0.0 1.000 0.0 2 9.500 5.25 1.101 0.0 4.833 0.0058 0.028 Vel = 1.77 0.0 2 5.25 7.612 K Factor = 1.90 D2 9.500 13.34 1 O 5.0 0.500 150 7.435 to 0.0 5.000 0.0 2 9.500 13.34 1.101 0.0 5.500 0.0322 0.177 Vel = 4.50 2 9.500 5.25 1 O 5.0 12.167 150 7.612 to 0.0 5.000 0.0 3 9.500 18.59 1.101 0.0 17.167 0.0594 1.020 Vel = 6.26 3 9.500 -15.98 1 N 7.0 4.667 150 8.632 to 0.0 7.000 0.0 4 9.500 2.61 1.101 0.0 11.667 0.0015 0.018 Vel = 0.88 4 9.500 0.0 1 N 7.0 0.500 150 8.650 to 0.0 7.000 -0.217 5 10 2.61 1.101 0.0 7.500 0.0016 0.012 Vel = 0.88 5 10 0.0 1 3R 3.0 37.250 150 8.445 to O 5.0 8.000 0.0 15 10 2.61 1.101 0.0 45.250 0.0016 0.071 Vel = 0.88 0.0 15 2.61 8.516 K Factor = 0.89 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 03/25/2021 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 3 9.500 15.98 1 2R 2.0 11.750 150 8.632 to O 5.0 7.000 0.0 6 9.500 15.98 1.101 0.0 18.750 0.0449 0.841 Vel = 5.39 6 9.500 -11.25 1 7R 7.0 40.333 150 9.473 to 0.0 7.000 0.0 18 9.500 4.73 1.101 0.0 47.333 0.0047 0.224 Vel = 1.59 0.0 18 4.73 9.697 K Factor = 1.52 6 9.500 11.24 1 O 5.0 9.333 150 9.473 to 0.0 5.000 0.0 7 9.500 11.24 1.101 0.0 14.333 0.0234 0.336 Vel = 3.79 7 9.500 0.0 1 6R 6.0 41.875 150 9.809 to N 7.0 13.000 0.0 8 9.500 11.24 1.101 0.0 54.875 0.0235 1.287 Vel = 3.79 8 9.500 0.0 1 N 7.0 0.500 150 11.096 to 0.0 7.000 0.217 9 9 11.24 1.101 0.0 7.500 0.0233 0.175 Vel = 3.79 9 9 0.0 1 R 1.0 16.750 150 11.488 to O 5.0 6.000 0.0 21 9 11.24 1.101 0.0 22.750 0.0234 0.533 Vel = 3.79 0.0 21 11.24 12.021 K Factor = 3.24 1 9.500 7.75 1 N 7.0 4.833 150 7.584 to 0.0 7.000 0.0 10 9.500 7.75 1.101 0.0 11.833 0.0117 0.139 Vel = 2.61 10 9.500 0.0 1 N 7.0 1.000 150 7.723 to 0.0 7.000 -0.433 11 10.500 7.75 1.101 0.0 8.000 0.0119 0.095 Vel = 2.61 11 10.500 0.0 1 R 1.0 5.333 150 7.385 to 0.0 1.000 0.0 12 10.500 7.75 1.101 0.0 6.333 0.0117 0.074 Vel = 2.61 0.0 12 7.75 7.459 K Factor = 2.84 D3 10.500 0.0 1 N 7.0 8.083 150 7.459 to O 5.0 12.000 0.0 12 10.500 0.0 1.101 0.0 20.083 0 0.0 Vel = 0 0.0 12 0.0 7.459 K Factor = 0 D4 10.500 0.0 1 N 7.0 2.958 150 7.459 to O 5.0 12.000 0.0 12 10.500 0.0 1.101 0.0 14.958 0 0.0 Vel = 0 12 10.500 7.75 1 3R 3.0 45.625 150 7.459 to O 5.0 15.000 0.0 13 10.500 7.75 1.101 N 7.0 60.625 0.0118 0.715 Vel = 2.61 13 10.500 0.0 1 N 7.0 0.500 150 8.174 to 0.0 7.000 0.217 14 10 7.75 1.101 0.0 7.500 0.0117 0.088 Vel = 2.61 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 03/25/2021 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 14 10 0.0 1 R 1.0 2.167 150 8.479 to 0.0 1.000 0.0 15 10 7.75 1.101 0.0 3.167 0.0117 0.037 Vel = 2.61 15 10 2.61 1 N 7.0 5.958 150 8.516 to 0.0 7.000 0.0 16 10 10.36 1.101 0.0 12.958 0.0202 0.262 Vel = 3.49 16 10 0.0 1 N 7.0 0.500 150 8.778 to 0.0 7.000 0.217 17 9.500 10.36 1.101 0.0 7.500 0.0200 0.150 Vel = 3.49 17 9.500 0.0 1 2N 14.0 7.375 150 9.145 to R 1.0 20.000 0.0 18 9.500 10.36 1.101 O 5.0 27.375 0.0202 0.552 Vel = 3.49 18 9.500 4.74 1 N 7.0 1.542 150 9.697 to 0.0 7.000 0.0 19 9.500 15.1 1.101 0.0 8.542 0.0405 0.346 Vel = 5.09 19 9.500 0.0 1 N 7.0 0.500 150 10.043 to 0.0 7.000 0.217 20 9 15.1 1.101 0.0 7.500 0.0403 0.302 Vel = 5.09 20 9 0.0 1 3R 3.0 26.083 150 10.562 to N 7.0 10.000 0.0 21 9 15.1 1.101 0.0 36.083 0.0404 1.459 Vel = 5.09 21 9 11.24 1 R 1.0 6.583 150 12.021 to N 7.0 8.000 0.0 TOR 9 26.34 1.101 0.0 14.583 0.1133 1.652 Vel = 8.88 0.0 TOR 26.34 13.673 K Factor = 7.12 TOR 9 26.34 1 2R 2.0 7.000 150 13.673 to Cpcv 1.913 10.912 3.032 BOR 2 26.34 1.101 N 7.0 17.912 0.1132 2.028 Vel = 8.88 BOR 2 0.0 1 Ad 2.0 2.000 150 18.733 to 0.0 2.000 0.0 POC 2 26.34 1.101 0.0 4.000 0.1132 0.453 Vel = 8.88 POC 2 0.0 1 Ltee 9.45 1.000 150 19.186 to 0.0 9.450 0.0 DS 2 26.34 1.025 0.0 10.450 0.1604 1.676 Vel = 10.24 0.0 DS 26.34 20.862 K Factor = 5.77 DS 2 H5 31.34 1.5 Lelbw 4.352 5.667 150 20.862 to Ad 3.5 7.852 2.454 UG1 -3.667 31.34 1.505 0.0 13.519 0.0341 0.461 Vel = 5.65 UG1 -3.667 0.0 1.5 3E 17.062 105.000 150 23.777 to 2F 5.687 22.749 0.0 UG2 -3.667 31.34 1.59 0.0 127.749 0.0261 3.332 Vel = 5.06 UG2 -3.667 0.0 1.5 E 5.687 2.167 150 27.109 to Ad 3.5 9.187 -0.939 UG3 -1.500 31.34 1.59 0.0 11.354 0.0261 0.296 Vel = 5.06 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 03/25/2021 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 UG3 -1.500 0.0 1 Lbv 3.037 1.500 150 26.466 to Lcv 9.45 14.488 0.0 M1 -1.500 31.34 1.025 Ad 2.0 15.988 0.2213 3.538 Vel = 12.19 M1 -1.500 0.0 0.75 0.0 1.000 150 30.004 to 0.0 0.0 22.000 * * Fixed Loss = 22 M2 -1.500 31.34 0.785 0.0 1.000 0.8110 0.811 Vel = 20.78 M2 -1.500 0.0 1 Kav 16.354 0.500 150 52.815 to 0.0 16.354 0.0 UG4 -1.500 31.34 0.995 0.0 16.854 0.2557 4.309 Vel = 12.93 UG4 -1.500 0.0 1 Ad 2.0 35.000 150 57.124 to Kcs 4.766 13.775 1.949 101 -6 31.34 0.995 Ktee 7.009 48.775 0.2557 12.472 Vel = 12.93 101 -6 0.0 8 E 32.344 97.000 150 71.545 to T 62.89 102.420 0.0 102 -6 31.34 8.27 G 7.187 199.420 0 0.002 Vel = 0.19 102 -6 -14.75 8 4T 251.562 361.000 150 71.547 to 4G 28.75 280.311 0.0 103 -6 16.59 8.27 0.0 641.311 0 0.001 Vel = 0.10 103 -6 0.0 8 6F 97.031 798.000 150 71.548 to 3T 188.671 292.889 0.0 106 -6 16.59 8.27 G 7.187 1090.889 0 0.003 Vel = 0.10 0.0 106 16.59 71.551 K Factor = 1.96 102 -6 14.75 8 3F 48.515 962.000 150 71.547 to 2G 14.375 314.453 0.0 104 -6 14.75 8.27 4T 251.562 1276.453 0 0.002 Vel = 0.09 104 -6 0.0 8 8F 129.375 372.000 150 71.549 to 2G 14.375 269.532 0.0 105 -6 14.75 8.27 2T 125.781 641.532 0 0.002 Vel = 0.09 105 -6 0.0 8 G 7.187 165.000 150 71.551 to T 62.89 70.077 0.0 106 -6 14.75 8.27 0.0 235.077 0 0.0 Vel = 0.09 106 -6 16.59 6 E 22.818 15.000 150 71.551 to G 4.89 27.707 0.0 SRC -6 31.34 6.16 0.0 42.707 0 0.002 Vel = 0.34 0.0 SRC 31.34 71.553 K Factor = 3.70 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Phone: 909-980-9222 KPS Fire Sprinklers, Inc. 760 S Rochester Avenue, Suite B Ontario, CA 91761