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FSS2021-0213ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE JOSE DELGADO 5/6/2022 5/6/2022 CONTRACTOR REQUESTED FINAL INSPECTION. PERMIT EXPIRED AS OF 3/6/22. ADDED EXTENSION FEE OF $83 AND EXTENDED PERMIT TO 5/6/22 SO CONTRACTOR CAN PAY FEE VIA ETRAKIT. WILL ALSO REQUIRE AN EXTENSION REQUEST LETTER FROM CONTRACTOR. PER KOHL, OK TO EXTEND. EXTENSION LETTER HAS BEEN UPLOADED AND FEE HAS BEEN PAID. EXTENDING EXPERATION DATE FROM 5/6/22 TO 11/6/22 REFUND CELESTE VILLANUEVA 7/22/2022 7/22/2022 FSS2021-0213, WESLEY PAGE, OP CONDITIONS Description: CORAL MOUNTAIN / FIRE SPRINKLER / BRES2021-0463 / LOT 30 Type: FIRE SPRINKLER (WEB)Subtype: Status: FINALED Applied: 8/30/2021 ECON Parcel No: 762490030 Site Address: 57692 SANTO THOMAS LA QUINTA,CA 92253 Approved: 9/2/2021 AMA Subdivision: TR 34243 Block: Lot: 30 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 30; D Printed: Thursday, March 02, 2023 3:33:53 PM 1 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0213 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 AV CONSTRUCTION POBOX 13290 PALM DESERT CA 92253 (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 WEB9219 632349168 24 CREDIT 954532 ECON FIRE STAFF - PER HOUR 101-0000-42420 1 $83.00 $83.00 5/6/22 WEB11676 636987561 57 CREDIT 954532 ECON FIRE STAFF - PER HOUR 101-0000-42420 1 $83.00 $83.00 5/6/22 WEB11676 636987561 57 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 WEB9219 632349168 24 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 WEB9219 632349168 24 CREDIT 954532 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$342.00 $342.00 Printed: Thursday, March 02, 2023 3:33:53 PM 2 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0213 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 8/30/2021 Etrakit Contractor lot 30 permit app 30.pdf 1 DOC 8/30/2021 Etrakit Contractor plan d approved plan PLAN D-coral mtn.pdf 1 DOC 5/6/2022 Etrakit Contractor extension request letter 30_1.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 3:33:53 PM 3 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0213 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 DCORAL MOUNTAINALTA VERDE1/4"=1'-0"PAGE: OF 4LMLM5/5/2021FP-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 DAHJ: CITY OF LA QUINTA LA QUINTA, CA 92253 / TRACT #34243 4563,3842,928N/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'-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) FCMP2021-0014PLAN D FIRE SPRINKLER MASTER PLAN D 0SCALE:1/4"=1'-0"248164FP-21FP-22FP-23FP-22" / 1'-0"2" / 1'-0"2" / 1'-0"SSJJJJJJJSSSSLOPE SLOPE SLOPE 2-CAR GARAGE9'-0"DUCT CHASE F.A.U. OVER PLATFORM DUCT CHASE MECH. RM. 9'-0"POWDER9'-0"44.5 SQ FTSEE NOTE A CLOSET 9'-0"8.7 SQ FTSEE NOTE A PORCH 9'-6"SEE NOTE A COVERED PATIO 9'-0"SEE NOTE A ISLAND 9"9"HEAT ZONE 3'-0"1'-0"1'-0"HEAT ZONE LIVING ROOM VAULTED CEILING DINING ROOM 10'-8"LINTEL 9'-6"KITCHEN 10'-8"OFFICE 9'-0"ENTRY 9'-0"GUEST BATH 1 9'-0"GUEST BATH 29'-0"BEDROOM 1 9'-0"20'X20' SPACING BEDROOM 2 9'-0"20'X20' SPACING MASTER WIC 9'-0"20'X20' SPACING MASTER BEDROOM9'-0"LAUNDRY 9'-0"20'X20' SPACING MASTER BATH 9'-0"20'X20' SPACING TOILET 9'-0"25 SQ FTSEE NOTE A CLOSET 9'-0"5.3 SQ FTSEE NOTE A CLOSET 9'-0"10.3 SQ FTSEE NOTE A HALL9'-0"1" FIRE SPRINKLER RISER INSIDE ACCESS PANEL (SEE RISER DETAILON SHEET FP-1) BORTOR5'-5"12'-0"11'-8"2'-6"6'-0"5'-0"3'-0"6'-11"9'-0"8'-0"3'-2"3'-2"15'-3"3'-6"14'-51 2"1'-10"3'-2"2'-5"6"5'-3"6'-612"R3'-0"R3'-0"R3'-0"R3'-0"R3'-0"R3'-0"R3'-0"8'-0"2'-01 2"7'-412"5'-81 2"6'-6"CLOSET 9'-0"11 SQ FTSEE NOTE A CLOSET 9'-0"11 SQ FTSEE NOTE A 4'-0"6'-61 2"2'-6"8'-0"7'-0"9'-51 2"5'-6"4'-10"1'-8"1'-0"8'-4"5'-11 2"9'-0"7'-01 2"6'-11"9'-7" 8'-0"4'-212"10'-0"8'-712"10'-0"SHADOW6 S.F.SEE NOTE C10'-0"5'-812"4'-1112"8'-0"7'-1"5'-11"4'-912"9'-7"5'-3"8'-0"5'-11"7'-1"H1D1H2D2H5D5H4D4H3D312345679810111213141516171819202122MASTER BEDROOM PROOF CALCULATION 16' X 16' SPACING KITCHEN MOST DEMANDINGCALCULATION 16' X 16' SPACING MASTER BATH MOST DEMANDINGCALCULATION 20'X20' SPACING SECTION 10SCALE:1/8"=1'-0"481632SECTION 20SCALE:1/8"=1'-0"4816321'-0"4"KITCHENDINING ROOMGARAGEKITCHENDINING ROOMENTRYGARAGEBEDROOM 1GUEST BATH 2W.I.CMASTERBEDROOM1'-0"1'-0"2"LIVING ROOMKITCHEN4"1'-0"4"4"1'-0"GUEST BEDROOM 19' - 6"BATH 19'-0"PIPE 9'-6"HEAD 9'-0"10'-8"PIPE 11'-2"HEAD 10'-8"10'-8"PIPE 11'-2"HEAD 10'-8"9'-6"9'-0"PIPE 9'-6"HEAD 9'-0"9'-0"PIPE 9'-6"HEAD 9'-0"10'-8"PIPE 11'-2"HEAD 10'-8"LINTEL SECTION 30SCALE:1/8"=1'-0"481632SECTION 40SCALE:1/8"=1'-0"48163212'-0"LINTEL1'-0"4"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 CORAL MOUNTAIN ALTA VERDE 1/4"=1'-0" PAGE: OF 4 LM LM 5/5/2021 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 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 AHJ: CITY OF LA QUINTA LA QUINTA, CA 92253 / TRACT #34243 456 3,384 2,928 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.26.228 17.610 31.228 70.249 RELIABLE 7/16"212°PEND. CONC. 4.9RA0616FAST RESPONSE 256 (16'X16') 11.464 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.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 EDITIONKITCHEN 2.052 HEAD CALC.26.00819.12331.008 71.404 RELIABLE 7/16"212°PEND. CONC. 4.9RA0616FAST RESPONSE 256 (16'X16') 10.310 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 BATH 1.051 HEAD CALC.21.019 27.199 26.019 71.947 RELIABLE 7/16"212°PEND. CONC. 4.9RA0616FAST RESPONSE 400 (20'X20') 9.768CALCULATION 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". REVERSE FIRE SPRINKLER MASTER PLAN D 0SCALE:1/4"=1'-0"248164FP-31FP-32FP-33FP-32" / 1'-0"2" / 1'-0"2" / 1'-0"SSJJJJJJJSSSSLOPE SLOPE SLOPE 2-CAR GARAGE9'-0"DUCT CHASE F.A.U. OVER PLATFORM DUCT CHASE MECH. RM. 9'-0"POWDER9'-0"44.5 SQ FTSEE NOTE A CLOSET 9'-0" 8.7 SQ FT SEE NOTE A PORCH 9'-6"SEE NOTE A COVERED PATIO 9'-0"SEE NOTE A ISLAND 9"9"HEAT ZONE 3'-0"1'-0"1'-0"HEAT ZONE LIVING ROOM VAULTED CEILING DINING ROOM 10'-8"LINTEL 9'-6"KITCHEN 10'-8"OFFICE 9'-0"ENTRY 9'-0"GUEST BATH 1 9'-0"GUEST BATH 29'-0"BEDROOM 1 9'-0"20'X20' SPACING BEDROOM 2 9'-0"20'X20' SPACING MASTER WIC 9'-0"20'X20' SPACING MASTER BEDROOM9'-0"LAUNDRY 9'-0"20'X20' SPACING MASTER BATH 9'-0"20'X20' SPACING TOILET 9'-0"25 SQ FTSEE NOTE A CLOSET 9'-0"5.3 SQ FTSEE NOTE A CLOSET 9'-0" 10.3 SQ FT SEE NOTE A HALL9'-0"1" FIRE SPRINKLER RISER INSIDE ACCESS PANEL (SEE RISER DETAILON SHEET FP-1) BORTOR5'-5" 12'-0"11'-8"2'-6"6'-0"5'-0"3'-0"6'-11"9'-0"8'-0" 3'-2" 3'-2"15'-3"3'-6"14'-51 2"1'-10"3'-2"2'-5"6" 5'-3"6'-612"R3' -0 "R3'-0"R3'-0"R3'-0"R3' -0 "R3'-0"R3' -0 "8'-0"2'-012"7'-412"5'-812"6'-6"CLOSET 9'-0"11 SQ FTSEE NOTE A CLOSET 9'-0"11 SQ FTSEE NOTE A 4'-0"6'-612"2'-6"8'-0"7'-0"9'-512"5'-6"4'-10"1'-8"1'-0"8'-4"5'-112"9'-0"7'-012"6'-11"9'-7"8'-0"4'-212"10'-0"8'-71 2"10'-0"SHADOW6 S.F.SEE NOTE C10'-0"5'-812"4'-1112"8'-0"7'-1"5'-11"4'-912"9'-7"5'-3"8'-0"5'-11"7'-1"H1D1H2D2H5D5H4D4H3D312345679810111213141516171819202122MASTER BEDROOM PROOF CALCULATION 16' X 16' SPACING KITCHEN MOST DEMANDINGCALCULATION 16' X 16' SPACING MASTER BATH MOST DEMANDINGCALCULATION 20'X20' SPACING REV. SECTION 10SCALE:1/8"=1'-0"481632REV. SECTION 20SCALE:1/8"=1'-0"4816321'-0"4"KITCHENDINING ROOMGARAGEKITCHENDINING ROOMENTRYGARAGEBEDROOM 1GUEST BATH 2W.I.CMASTERBEDROOM1'-0"1'-0"2"LIVING ROOMKITCHEN4"1'-0"4"4"1'-0"GUEST BEDROOM 19' - 6"BATH 19'-0"PIPE 9'-6"HEAD 9'-0"10'-8"PIPE 11'-2"HEAD 10'-8"10'-8"PIPE 11'-2"HEAD 10'-8"LINTEL +9'-6"9'-6"9'-0"PIPE 9'-6"HEAD 9'-0"9'-0"PIPE 9'-6"HEAD 9'-0"10'-8"PIPE 11'-2"HEAD 10'-8"LINTEL REV. SECTION 30SCALE:1/8"=1'-0"481632REV. SECTION 40SCALE:1/8"=1'-0"481632DESCRIPTIONDATENO.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 CORAL MOUNTAIN ALTA VERDE 1/4"=1'-0" PAGE: OF 4 LM LM 5/5/2021 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 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 AHJ: CITY OF LA QUINTA LA QUINTA, CA 92253 / TRACT #34243 456 3,384 2,928 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.26.228 17.610 31.228 70.249 RELIABLE 7/16"212°PEND. CONC. 4.9RA0616FAST RESPONSE 256 (16'X16') 11.464 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.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 EDITIONKITCHEN 2.052 HEAD CALC.26.00819.12331.008 71.404 RELIABLE 7/16"212°PEND. CONC. 4.9RA0616FAST RESPONSE 256 (16'X16') 10.310 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 BATH 1.051 HEAD CALC.21.019 27.199 26.019 71.947 RELIABLE 7/16"212°PEND. CONC. 4.9RA0616FAST RESPONSE 400 (20'X20') 9.768CALCULATION 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". 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 CORAL MOUNTAIN ALTA VERDE 1/4"=1'-0" PAGE: OF 4 LM LM 5/5/2021 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 D AHJ: CITY OF LA QUINTA LA QUINTA, CA 92253 / TRACT #34243 456 3,384 2,928 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 D Location :LA QUINTA, CA 92253 / TRACT No. 34243 Remote Area :MASTER BATH Contract :N/A Data File :PLAN D (1-HEAD) MASTER BATH CALC 20X20.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 - 5/5/2021 Location - LA QUINTA, CA 92253 / TRACT No. 34243 Building - PLAN D System No. - MASTER BATH 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 27.199 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 :21.019 D2 - System Pressure : 71.947 Hose ( Demand ):5 D3 - System Demand :26.019 Safety Margin : 9.768 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 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 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 81.716 26.02 71.947 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H1 10.667 20.18 H2 10.667 20.2 H3 9.0 19.96 H4 9.0 19.82 H5 9.0 4.9 18.4 21.02 D1 11.167 19.97 1 11.167 19.97 D2 11.167 19.98 2 11.167 19.98 3 11.167 20.0 4 12.5 19.44 5 12.5 19.46 6 11.667 19.83 7 11.833 19.75 8 11.5 19.9 9 11.5 19.9 10 11.667 19.84 11 10.75 20.26 12 10.75 20.28 13 9.5 20.84 14 9.5 20.85 15 9.5 21.26 16 11.167 19.92 17 9.5 20.63 18 9.5 20.61 D3 9.5 19.75 19 9.5 19.75 D4 9.5 19.6 20 9.5 19.6 D5 9.5 18.74 21 9.5 19.38 22 9.5 21.66 TOR 9.5 22.58 BOR 2.0 27.2 POC 2.0 27.5 DS 2.0 28.6 5.0 UG1 -3.667 31.38 UG2 -3.667 33.74 UG3 -1.5 33.02 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 M1 -1.5 35.52 M2 -1.5 58.1 UG4 -1.5 61.15 101 -6.0 71.94 102 -6.0 71.94 103 -6.0 71.94 104 -6.0 71.94 105 -6.0 71.95 106 -6.0 71.95 SRC -6.0 71.95 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 10.667 0.0 1 N 7.0 0.500 150 20.182 to 0.0 7.000 -0.217 D1 11.167 0.0 1.101 0.0 7.500 0.0001 0.001 Vel = 0 0.0 D1 0.0 19.966 K Factor = 0 H2 10.667 0.0 1 N 7.0 0.500 150 20.200 to 0.0 7.000 -0.217 D2 11.167 0.0 1.101 0.0 7.500 0.0001 0.001 Vel = 0 0.0 D2 0.0 19.984 K Factor = 0 H3 9 0.0 1 N 7.0 0.500 150 19.965 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 19.748 K Factor = 0 H4 9 0.0 1 N 7.0 0.500 150 19.818 to 0.0 7.000 -0.217 D4 9.500 0.0 1.101 0.0 7.500 0 0.0 Vel = 0 0.0 D4 0.0 19.601 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 11.167 0.0 1 O 5.0 3.417 150 19.966 to 0.0 5.000 0.0 1 11.167 0.0 1.101 0.0 8.417 0 0.0 Vel = 0 1 11.167 2.72 1 R 1.0 9.583 150 19.966 to 0.0 1.000 0.0 2 11.167 2.72 1.101 0.0 10.583 0.0017 0.018 Vel = 0.92 0.0 2 2.72 19.984 K Factor = 0.61 D2 11.167 0.0 1 O 5.0 3.417 150 19.984 to 0.0 5.000 0.0 2 11.167 0.0 1.101 0.0 8.417 0 0.0 Vel = 0 2 11.167 2.72 1 R 1.0 4.542 150 19.984 to N 7.0 8.000 0.0 3 11.167 2.72 1.101 0.0 12.542 0.0017 0.021 Vel = 0.92 3 11.167 0.0 1 N 7.0 1.333 150 20.005 to 0.0 7.000 -0.577 4 12.500 2.72 1.101 0.0 8.333 0.0017 0.014 Vel = 0.92 4 12.500 0.0 1 O 5.0 4.250 150 19.442 to 0.0 5.000 0.0 5 12.500 2.72 1.101 0.0 9.250 0.0017 0.016 Vel = 0.92 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 5 12.500 -0.84 1 N 7.0 5.083 150 19.458 to 0.0 7.000 0.361 6 11.667 1.88 1.101 0.0 12.083 0.0008 0.010 Vel = 0.63 6 11.667 0.0 1 R 1.0 4.042 150 19.829 to O 5.0 6.000 0.0 10 11.667 1.88 1.101 0.0 10.042 0.0008 0.008 Vel = 0.63 0.0 10 1.88 19.837 K Factor = 0.42 5 12.500 0.84 1 2N 14.0 4.417 150 19.458 to 0.0 14.000 0.289 7 11.833 0.84 1.101 0.0 18.417 0.0002 0.003 Vel = 0.28 7 11.833 0.0 1 3N 21.0 12.500 150 19.750 to 2R 2.0 23.000 0.144 8 11.500 0.84 1.101 0.0 35.500 0.0002 0.007 Vel = 0.28 8 11.500 0.0 1 N 7.0 8.000 150 19.901 to 0.0 7.000 0.0 9 11.500 0.84 1.101 0.0 15.000 0.0002 0.003 Vel = 0.28 9 11.500 0.0 1 R 1.0 8.958 150 19.904 to 2N 14.0 20.000 -0.072 10 11.667 0.84 1.101 O 5.0 28.958 0.0002 0.005 Vel = 0.28 10 11.667 1.88 1 N 7.0 5.125 150 19.837 to 0.0 7.000 0.397 11 10.750 2.72 1.101 0.0 12.125 0.0017 0.021 Vel = 0.92 11 10.750 0.0 1 2N 14.0 1.750 150 20.255 to 0.0 14.000 0.0 12 10.750 2.72 1.101 0.0 15.750 0.0017 0.027 Vel = 0.92 12 10.750 0.0 1 N 7.0 1.250 150 20.282 to 0.0 7.000 0.541 13 9.500 2.72 1.101 0.0 8.250 0.0017 0.014 Vel = 0.92 13 9.500 0.0 1 R 1.0 3.750 150 20.837 to O 5.0 6.000 0.0 14 9.500 2.72 1.101 0.0 9.750 0.0017 0.017 Vel = 0.92 14 9.500 6.57 1 N 7.0 12.625 150 20.854 to O 5.0 12.000 0.0 15 9.500 9.29 1.101 0.0 24.625 0.0165 0.406 Vel = 3.13 15 9.500 0.0 1 O 5.0 18.167 150 21.260 to R 1.0 6.000 0.0 22 9.500 9.29 1.101 0.0 24.167 0.0165 0.398 Vel = 3.13 0.0 22 9.29 21.658 K Factor = 2.00 1 11.167 -2.72 1 2N 14.0 12.750 150 19.966 to R 1.0 15.000 0.0 16 11.167 -2.72 1.101 0.0 27.750 -0.0017 -0.048 Vel = 0.92 16 11.167 0.0 1 N 7.0 1.667 150 19.918 to 0.0 7.000 0.722 17 9.500 -2.72 1.101 0.0 8.667 -0.0016 -0.014 Vel = 0.92 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 17 9.500 0.0 1 R 1.0 3.750 150 20.626 to O 5.0 6.000 0.0 18 9.500 -2.72 1.101 0.0 9.750 -0.0017 -0.017 Vel = 0.92 18 9.500 9.29 1 4R 4.0 24.250 150 20.609 to 0.0 4.000 0.0 14 9.500 6.57 1.101 0.0 28.250 0.0087 0.245 Vel = 2.21 0.0 14 6.57 20.854 K Factor = 1.44 18 9.500 -9.29 1 2O 10.0 31.250 150 20.609 to N 7.0 21.000 0.0 19 9.500 -9.29 1.101 4R 4.0 52.250 -0.0165 -0.861 Vel = 3.13 0.0 19 -9.29 19.748 K Factor = -2.09 D3 9.500 0.0 1 N 7.0 2.417 150 19.748 to O 5.0 12.000 0.0 19 9.500 0.0 1.101 0.0 14.417 0 0.0 Vel = 0 19 9.500 -9.29 1 R 1.0 7.917 150 19.748 to 0.0 1.000 0.0 20 9.500 -9.29 1.101 0.0 8.917 -0.0165 -0.147 Vel = 3.13 0.0 20 -9.29 19.601 K Factor = -2.10 D4 9.500 0.0 1 O 5.0 0.875 150 19.601 to 0.0 5.000 0.0 20 9.500 0.0 1.101 0.0 5.875 0 0.0 Vel = 0 20 9.500 -9.29 1 O 5.0 8.625 150 19.601 to 0.0 5.000 0.0 21 9.500 -9.29 1.101 0.0 13.625 -0.0164 -0.224 Vel = 3.13 0.0 21 -9.29 19.377 K Factor = -2.11 D5 9.500 21.02 1 O 5.0 3.500 150 18.743 to 0.0 5.000 0.0 21 9.500 21.02 1.101 0.0 8.500 0.0746 0.634 Vel = 7.08 21 9.500 -9.29 1 6R 6.0 65.000 150 19.377 to 2N 14.0 25.000 0.0 22 9.500 11.73 1.101 O 5.0 90.000 0.0253 2.281 Vel = 3.95 22 9.500 9.29 1 N 7.0 5.333 150 21.658 to 0.0 7.000 0.0 TOR 9.500 21.02 1.101 0.0 12.333 0.0746 0.920 Vel = 7.08 0.0 TOR 21.02 22.578 K Factor = 4.42 TOR 9.500 21.02 1 2R 2.0 7.500 150 22.578 to Cpcv 1.913 10.912 3.248 BOR 2 21.02 1.101 N 7.0 18.412 0.0746 1.373 Vel = 7.08 BOR 2 0.0 1 Ad 2.0 2.000 150 27.199 to 0.0 2.000 0.0 POC 2 21.02 1.101 0.0 4.000 0.0748 0.299 Vel = 7.08 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 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 POC 2 0.0 1 Ltee 9.45 1.000 150 27.498 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 28.602 K Factor = 3.93 DS 2 H5 26.02 1.5 Lelbw 4.352 5.667 150 28.602 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 31.383 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 33.745 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 33.016 to Lcv 9.45 14.488 0.0 M1 -1.500 26.02 1.025 Ad 2.0 15.988 0.1568 2.507 Vel = 10.12 M1 -1.500 0.0 0.75 0.0 1.000 150 35.523 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 58.098 to 0.0 16.354 0.0 UG4 -1.500 26.02 0.995 0.0 16.854 0.1813 3.055 Vel = 10.74 UG4 -1.500 0.0 1 Ad 2.0 35.000 150 61.153 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 71.942 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 71.943 to 4G 28.75 280.311 0.0 103 -6 13.77 8.27 0.0 641.311 0 0.001 Vel = 0.08 103 -6 0.0 8 6F 97.031 798.000 150 71.944 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 71.946 K Factor = 1.62 102 -6 12.25 8 3F 48.515 962.000 150 71.943 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 71.945 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 71.946 to T 62.89 70.077 0.0 106 -6 12.25 8.27 0.0 235.077 0 0.0 Vel = 0.07 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 KPS FIRE SPRINKLERS INC Page 10 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 106 -6 13.77 6 E 22.818 15.000 150 71.946 to G 4.89 27.707 0.0 SRC -6 26.02 6.16 0.0 42.707 0 0.001 Vel = 0.28 0.0 SRC 26.02 71.947 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 D Location :LA QUINTA, CA 92253 / TRACT No. 34243 Remote Area :MASTER BEDROOM Contract :N/A Data File :PLAN D (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 - 5/5/2021 Location - LA QUINTA, CA 92253 / TRACT No. 34243 Building - PLAN D 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 26.228 Psi Required 17.610 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 :26.228 D2 - System Pressure : 70.249 Hose ( Demand ):5 D3 - System Demand :31.228 Safety Margin : 11.464 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 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 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 31.23 70.249 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H1 10.667 8.67 H2 10.667 8.7 H3 9.0 4.9 7.04 13.0 H4 9.0 4.9 7.29 13.23 H5 9.0 8.16 D1 11.167 8.45 1 11.167 8.45 D2 11.167 8.48 2 11.167 8.48 3 11.167 8.52 4 12.5 7.97 5 12.5 8.0 6 11.667 8.38 7 11.833 8.29 8 11.5 8.45 9 11.5 8.46 10 11.667 8.39 11 10.75 8.83 12 10.75 8.87 13 9.5 9.44 14 9.5 9.47 15 9.5 10.2 16 11.167 8.37 17 9.5 9.06 18 9.5 9.03 D3 9.5 7.05 19 9.5 7.49 D4 9.5 7.31 20 9.5 7.49 D5 9.5 7.94 21 9.5 7.94 22 9.5 10.91 TOR 9.5 12.29 BOR 2.0 17.61 POC 2.0 18.06 DS 2.0 19.72 5.0 UG1 -3.667 22.63 UG2 -3.667 25.94 UG3 -1.5 25.3 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 M1 -1.5 28.82 M2 -1.5 51.62 UG4 -1.5 55.9 101 -6.0 70.24 102 -6.0 70.24 103 -6.0 70.24 104 -6.0 70.25 105 -6.0 70.25 106 -6.0 70.25 SRC -6.0 70.25 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 10.667 0.0 1 N 7.0 0.500 150 8.668 to 0.0 7.000 -0.217 D1 11.167 0.0 1.101 0.0 7.500 0.0001 0.001 Vel = 0 0.0 D1 0.0 8.452 K Factor = 0 H2 10.667 0.0 1 N 7.0 0.500 150 8.700 to 0.0 7.000 -0.217 D2 11.167 0.0 1.101 0.0 7.500 0.0001 0.001 Vel = 0 0.0 D2 0.0 8.484 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 13.23 1 N 7.0 0.500 150 7.288 to 0.0 7.000 -0.217 D4 9.500 13.23 1.101 0.0 7.500 0.0317 0.238 Vel = 4.46 0.0 D4 13.23 7.309 K Factor = 4.89 H5 9 0.0 1 N 7.0 0.500 150 8.160 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 7.944 K Factor = 0 D1 11.167 0.0 1 O 5.0 3.417 150 8.452 to 0.0 5.000 0.0 1 11.167 0.0 1.101 0.0 8.417 0 0.0 Vel = 0 1 11.167 3.73 1 R 1.0 9.583 150 8.452 to 0.0 1.000 0.0 2 11.167 3.73 1.101 0.0 10.583 0.0030 0.032 Vel = 1.26 0.0 2 3.73 8.484 K Factor = 1.28 D2 11.167 0.0 1 O 5.0 3.417 150 8.484 to 0.0 5.000 0.0 2 11.167 0.0 1.101 0.0 8.417 0 0.0 Vel = 0 2 11.167 3.73 1 R 1.0 4.542 150 8.484 to N 7.0 8.000 0.0 3 11.167 3.73 1.101 0.0 12.542 0.0030 0.038 Vel = 1.26 3 11.167 0.0 1 N 7.0 1.333 150 8.522 to 0.0 7.000 -0.577 4 12.500 3.73 1.101 0.0 8.333 0.0030 0.025 Vel = 1.26 4 12.500 0.0 1 O 5.0 4.250 150 7.970 to 0.0 5.000 0.0 5 12.500 3.73 1.101 0.0 9.250 0.0030 0.028 Vel = 1.26 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 5 12.500 -1.15 1 N 7.0 5.083 150 7.998 to 0.0 7.000 0.361 6 11.667 2.58 1.101 0.0 12.083 0.0015 0.018 Vel = 0.87 6 11.667 0.0 1 R 1.0 4.042 150 8.377 to O 5.0 6.000 0.0 10 11.667 2.58 1.101 0.0 10.042 0.0016 0.016 Vel = 0.87 0.0 10 2.58 8.393 K Factor = 0.89 5 12.500 1.15 1 2N 14.0 4.417 150 7.998 to 0.0 14.000 0.289 7 11.833 1.15 1.101 0.0 18.417 0.0003 0.006 Vel = 0.39 7 11.833 0.0 1 3N 21.0 12.500 150 8.293 to 2R 2.0 23.000 0.144 8 11.500 1.15 1.101 0.0 35.500 0.0004 0.013 Vel = 0.39 8 11.500 0.0 1 N 7.0 8.000 150 8.450 to 0.0 7.000 0.0 9 11.500 1.15 1.101 0.0 15.000 0.0003 0.005 Vel = 0.39 9 11.500 0.0 1 R 1.0 8.958 150 8.455 to 2N 14.0 20.000 -0.072 10 11.667 1.15 1.101 O 5.0 28.958 0.0003 0.010 Vel = 0.39 10 11.667 2.58 1 N 7.0 5.125 150 8.393 to 0.0 7.000 0.397 11 10.750 3.73 1.101 0.0 12.125 0.0031 0.037 Vel = 1.26 11 10.750 0.0 1 2N 14.0 1.750 150 8.827 to 0.0 14.000 0.0 12 10.750 3.73 1.101 0.0 15.750 0.0030 0.048 Vel = 1.26 12 10.750 0.0 1 N 7.0 1.250 150 8.875 to 0.0 7.000 0.541 13 9.500 3.73 1.101 0.0 8.250 0.0030 0.025 Vel = 1.26 13 9.500 0.0 1 R 1.0 3.750 150 9.441 to O 5.0 6.000 0.0 14 9.500 3.73 1.101 0.0 9.750 0.0031 0.030 Vel = 1.26 14 9.500 8.99 1 N 7.0 12.625 150 9.471 to O 5.0 12.000 0.0 15 9.500 12.72 1.101 0.0 24.625 0.0294 0.725 Vel = 4.29 15 9.500 0.0 1 O 5.0 18.167 150 10.196 to R 1.0 6.000 0.0 22 9.500 12.72 1.101 0.0 24.167 0.0295 0.712 Vel = 4.29 0.0 22 12.72 10.908 K Factor = 3.85 1 11.167 -3.73 1 2N 14.0 12.750 150 8.452 to R 1.0 15.000 0.0 16 11.167 -3.73 1.101 0.0 27.750 -0.0031 -0.085 Vel = 1.26 16 11.167 0.0 1 N 7.0 1.667 150 8.367 to 0.0 7.000 0.722 17 9.500 -3.73 1.101 0.0 8.667 -0.0030 -0.026 Vel = 1.26 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 17 9.500 0.0 1 R 1.0 3.750 150 9.063 to O 5.0 6.000 0.0 18 9.500 -3.73 1.101 0.0 9.750 -0.0031 -0.030 Vel = 1.26 18 9.500 12.72 1 4R 4.0 24.250 150 9.033 to 0.0 4.000 0.0 14 9.500 8.99 1.101 0.0 28.250 0.0155 0.438 Vel = 3.03 0.0 14 8.99 9.471 K Factor = 2.92 18 9.500 -12.72 1 2O 10.0 31.250 150 9.033 to N 7.0 21.000 0.0 19 9.500 -12.72 1.101 4R 4.0 52.250 -0.0294 -1.538 Vel = 4.29 0.0 19 -12.72 7.495 K Factor = -4.65 D3 9.500 13.00 1 N 7.0 2.417 150 7.052 to O 5.0 12.000 0.0 19 9.500 13.0 1.101 0.0 14.417 0.0307 0.443 Vel = 4.38 19 9.500 -12.72 1 R 1.0 7.917 150 7.495 to 0.0 1.000 0.0 20 9.500 0.28 1.101 0.0 8.917 0 0.0 Vel = 0.09 0.0 20 0.28 7.495 K Factor = 0.10 D4 9.500 13.23 1 O 5.0 0.875 150 7.309 to 0.0 5.000 0.0 20 9.500 13.23 1.101 0.0 5.875 0.0317 0.186 Vel = 4.46 20 9.500 0.28 1 O 5.0 8.625 150 7.495 to 0.0 5.000 0.0 21 9.500 13.51 1.101 0.0 13.625 0.0330 0.449 Vel = 4.55 0.0 21 13.51 7.944 K Factor = 4.79 D5 9.500 0.0 1 O 5.0 3.500 150 7.944 to 0.0 5.000 0.0 21 9.500 0.0 1.101 0.0 8.500 0 0.0 Vel = 0 21 9.500 13.51 1 6R 6.0 65.000 150 7.944 to 2N 14.0 25.000 0.0 22 9.500 13.51 1.101 O 5.0 90.000 0.0329 2.964 Vel = 4.55 22 9.500 12.72 1 N 7.0 5.333 150 10.908 to 0.0 7.000 0.0 TOR 9.500 26.23 1.101 0.0 12.333 0.1123 1.385 Vel = 8.84 0.0 TOR 26.23 12.293 K Factor = 7.48 TOR 9.500 26.23 1 2R 2.0 7.500 150 12.293 to Cpcv 1.913 10.912 3.248 BOR 2 26.23 1.101 N 7.0 18.412 0.1124 2.069 Vel = 8.84 BOR 2 0.0 1 Ad 2.0 2.000 150 17.610 to 0.0 2.000 0.0 POC 2 26.23 1.101 0.0 4.000 0.1125 0.450 Vel = 8.84 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 POC 2 0.0 1 Ltee 9.45 1.000 150 18.060 to 0.0 9.450 0.0 DS 2 26.23 1.025 0.0 10.450 0.1591 1.663 Vel = 10.20 0.0 DS 26.23 19.723 K Factor = 5.91 DS 2 H5 31.23 1.5 Lelbw 4.352 5.667 150 19.723 to Ad 3.5 7.852 2.454 UG1 -3.667 31.23 1.505 0.0 13.519 0.0339 0.458 Vel = 5.63 UG1 -3.667 0.0 1.5 3E 17.062 105.000 150 22.635 to 2F 5.687 22.749 0.0 UG2 -3.667 31.23 1.59 0.0 127.749 0.0259 3.310 Vel = 5.05 UG2 -3.667 0.0 1.5 E 5.687 2.167 150 25.945 to Ad 3.5 9.187 -0.939 UG3 -1.500 31.23 1.59 0.0 11.354 0.0260 0.295 Vel = 5.05 UG3 -1.500 0.0 1 Lbv 3.037 1.500 150 25.301 to Lcv 9.45 14.488 0.0 M1 -1.500 31.23 1.025 Ad 2.0 15.988 0.2198 3.514 Vel = 12.14 M1 -1.500 0.0 0.75 0.0 1.000 150 28.815 to 0.0 0.0 22.000 * * Fixed Loss = 22 M2 -1.500 31.23 0.785 0.0 1.000 0.8060 0.806 Vel = 20.70 M2 -1.500 0.0 1 Kav 16.354 0.500 150 51.621 to 0.0 16.354 0.0 UG4 -1.500 31.23 0.995 0.0 16.854 0.2540 4.281 Vel = 12.89 UG4 -1.500 0.0 1 Ad 2.0 35.000 150 55.902 to Kcs 4.766 13.775 1.949 101 -6 31.23 0.995 Ktee 7.009 48.775 0.2540 12.391 Vel = 12.89 101 -6 0.0 8 E 32.344 97.000 150 70.242 to T 62.89 102.420 0.0 102 -6 31.23 8.27 G 7.187 199.420 0 0.001 Vel = 0.19 102 -6 -14.70 8 4T 251.562 361.000 150 70.243 to 4G 28.75 280.311 0.0 103 -6 16.53 8.27 0.0 641.311 0 0.002 Vel = 0.10 103 -6 0.0 8 6F 97.031 798.000 150 70.245 to 3T 188.671 292.889 0.0 106 -6 16.53 8.27 G 7.187 1090.889 0 0.003 Vel = 0.10 0.0 106 16.53 70.248 K Factor = 1.97 102 -6 14.70 8 3F 48.515 962.000 150 70.243 to 2G 14.375 314.453 0.0 104 -6 14.7 8.27 4T 251.562 1276.453 0 0.003 Vel = 0.09 104 -6 0.0 8 8F 129.375 372.000 150 70.246 to 2G 14.375 269.532 0.0 105 -6 14.7 8.27 2T 125.781 641.532 0 0.001 Vel = 0.09 105 -6 0.0 8 G 7.187 165.000 150 70.247 to T 62.89 70.077 0.0 106 -6 14.7 8.27 0.0 235.077 0 0.001 Vel = 0.09 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 KPS FIRE SPRINKLERS INC Page 10 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 106 -6 16.53 6 E 22.818 15.000 150 70.248 to G 4.89 27.707 0.0 SRC -6 31.23 6.16 0.0 42.707 0 0.001 Vel = 0.34 0.0 SRC 31.23 70.249 K Factor = 3.73 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 Location :LA QUINTA, CA 92253 / TRACT No. 34243 Remote Area :KITCHEN Contract :N/A Data File :PLAN D (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 - 5/5/2021 Location - LA QUINTA, CA 92253 / TRACT No. 34243 Building - PLAN D System No. - KITCHEN Contractor - KPS FIRE SPRINKLERS‚ INC Contract No. - N/A Calculated By - LM Drawing No. - FP-2 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height 10'-8" 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'-8"Feet Size 1/2" K-Factor 4.9 G Note: Temperature Rating 212 N Calculation Gpm Required 26.008 Psi Required 19.123 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 : 7.218 D2 - System Flow :26.008 D2 - System Pressure : 71.404 Hose ( Demand ):5 D3 - System Demand :31.008 Safety Margin : 10.310 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 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 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 31.01 71.404 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H1 10.667 4.9 7.05 13.01 H2 10.667 4.9 7.04 13.0 H3 9.0 10.9 H4 9.0 11.04 H5 9.0 11.26 D1 11.167 7.06 1 11.167 7.32 D2 11.167 7.05 2 11.167 7.31 3 11.167 7.6 4 12.5 7.22 5 12.5 7.43 6 11.667 7.93 7 11.833 7.77 8 11.5 8.0 9 11.5 8.04 10 11.667 8.05 11 10.75 8.72 12 10.75 9.09 13 9.5 9.82 14 9.5 10.04 15 9.5 11.27 16 11.167 8.41 17 9.5 9.47 18 9.5 9.85 D3 9.5 10.68 19 9.5 10.68 D4 9.5 10.83 20 9.5 10.83 D5 9.5 11.04 21 9.5 11.04 22 9.5 12.47 TOR 9.5 13.84 BOR 2.0 19.12 POC 2.0 19.57 DS 2.0 21.2 5.0 UG1 -3.667 24.11 UG2 -3.667 27.38 UG3 -1.5 26.73 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 M1 -1.5 30.2 M2 -1.5 52.99 UG4 -1.5 57.22 101 -6.0 71.4 102 -6.0 71.4 103 -6.0 71.4 104 -6.0 71.4 105 -6.0 71.4 106 -6.0 71.4 SRC -6.0 71.4 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 10.667 4.90 13.01 1 N 7.0 0.500 150 7.047 to 0.0 7.000 -0.217 D1 11.167 13.01 1.101 0.0 7.500 0.0308 0.231 Vel = 4.38 0.0 D1 13.01 7.061 K Factor = 4.90 H2 10.667 4.90 13.00 1 N 7.0 0.500 150 7.039 to 0.0 7.000 -0.217 D2 11.167 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 10.901 to 0.0 7.000 -0.217 D3 9.500 0.0 1.101 0.0 7.500 0.0001 0.001 Vel = 0 0.0 D3 0.0 10.685 K Factor = 0 H4 9 0.0 1 N 7.0 0.500 150 11.043 to 0.0 7.000 -0.217 D4 9.500 0.0 1.101 0.0 7.500 0 0.0 Vel = 0 0.0 D4 0.0 10.826 K Factor = 0 H5 9 0.0 1 N 7.0 0.500 150 11.260 to 0.0 7.000 -0.217 D5 9.500 0.0 1.101 0.0 7.500 0 0.0 Vel = 0 0.0 D5 0.0 11.043 K Factor = 0 D1 11.167 13.01 1 O 5.0 3.417 150 7.061 to 0.0 5.000 0.0 1 11.167 13.01 1.101 0.0 8.417 0.0307 0.258 Vel = 4.38 1 11.167 -14.86 1 R 1.0 9.583 150 7.319 to 0.0 1.000 0.0 2 11.167 -1.85 1.101 0.0 10.583 -0.0008 -0.008 Vel = 0.62 0.0 2 -1.85 7.311 K Factor = -0.68 D2 11.167 13.00 1 O 5.0 3.417 150 7.052 to 0.0 5.000 0.0 2 11.167 13.0 1.101 0.0 8.417 0.0308 0.259 Vel = 4.38 2 11.167 -1.85 1 R 1.0 4.542 150 7.311 to N 7.0 8.000 0.0 3 11.167 11.15 1.101 0.0 12.542 0.0230 0.289 Vel = 3.76 3 11.167 0.0 1 N 7.0 1.333 150 7.600 to 0.0 7.000 -0.577 4 12.500 11.15 1.101 0.0 8.333 0.0230 0.192 Vel = 3.76 4 12.500 0.0 1 O 5.0 4.250 150 7.215 to 0.0 5.000 0.0 5 12.500 11.15 1.101 0.0 9.250 0.0231 0.214 Vel = 3.76 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 5 12.500 -3.45 1 N 7.0 5.083 150 7.429 to 0.0 7.000 0.361 6 11.667 7.7 1.101 0.0 12.083 0.0116 0.140 Vel = 2.59 6 11.667 0.0 1 R 1.0 4.042 150 7.930 to O 5.0 6.000 0.0 10 11.667 7.7 1.101 0.0 10.042 0.0117 0.117 Vel = 2.59 0.0 10 7.70 8.047 K Factor = 2.71 5 12.500 3.45 1 2N 14.0 4.417 150 7.429 to 0.0 14.000 0.289 7 11.833 3.45 1.101 0.0 18.417 0.0026 0.048 Vel = 1.16 7 11.833 0.0 1 3N 21.0 12.500 150 7.766 to 2R 2.0 23.000 0.144 8 11.500 3.45 1.101 0.0 35.500 0.0026 0.094 Vel = 1.16 8 11.500 0.0 1 N 7.0 8.000 150 8.004 to 0.0 7.000 0.0 9 11.500 3.45 1.101 0.0 15.000 0.0026 0.039 Vel = 1.16 9 11.500 0.0 1 R 1.0 8.958 150 8.043 to 2N 14.0 20.000 -0.072 10 11.667 3.45 1.101 O 5.0 28.958 0.0026 0.076 Vel = 1.16 10 11.667 7.70 1 N 7.0 5.125 150 8.047 to 0.0 7.000 0.397 11 10.750 11.15 1.101 0.0 12.125 0.0231 0.280 Vel = 3.76 11 10.750 0.0 1 2N 14.0 1.750 150 8.724 to 0.0 14.000 0.0 12 10.750 11.15 1.101 0.0 15.750 0.0231 0.364 Vel = 3.76 12 10.750 0.0 1 N 7.0 1.250 150 9.088 to 0.0 7.000 0.541 13 9.500 11.15 1.101 0.0 8.250 0.0232 0.191 Vel = 3.76 13 9.500 0.0 1 R 1.0 3.750 150 9.820 to O 5.0 6.000 0.0 14 9.500 11.15 1.101 0.0 9.750 0.0231 0.225 Vel = 3.76 14 9.500 5.74 1 N 7.0 12.625 150 10.045 to O 5.0 12.000 0.0 15 9.500 16.89 1.101 0.0 24.625 0.0498 1.226 Vel = 5.69 15 9.500 0.0 1 O 5.0 18.167 150 11.271 to R 1.0 6.000 0.0 22 9.500 16.89 1.101 0.0 24.167 0.0498 1.203 Vel = 5.69 0.0 22 16.89 12.474 K Factor = 4.78 1 11.167 14.86 1 2N 14.0 12.750 150 7.319 to R 1.0 15.000 0.0 16 11.167 14.86 1.101 0.0 27.750 0.0393 1.090 Vel = 5.01 16 11.167 0.0 1 N 7.0 1.667 150 8.409 to 0.0 7.000 0.722 17 9.500 14.86 1.101 0.0 8.667 0.0392 0.340 Vel = 5.01 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 17 9.500 0.0 1 R 1.0 3.750 150 9.471 to O 5.0 6.000 0.0 18 9.500 14.86 1.101 0.0 9.750 0.0393 0.383 Vel = 5.01 18 9.500 -9.12 1 4R 4.0 24.250 150 9.854 to 0.0 4.000 0.0 14 9.500 5.74 1.101 0.0 28.250 0.0068 0.191 Vel = 1.93 0.0 14 5.74 10.045 K Factor = 1.81 18 9.500 9.12 1 2O 10.0 31.250 150 9.854 to N 7.0 21.000 0.0 19 9.500 9.12 1.101 4R 4.0 52.250 0.0159 0.831 Vel = 3.07 0.0 19 9.12 10.685 K Factor = 2.79 D3 9.500 0.0 1 N 7.0 2.417 150 10.685 to O 5.0 12.000 0.0 19 9.500 0.0 1.101 0.0 14.417 0 0.0 Vel = 0 19 9.500 9.12 1 R 1.0 7.917 150 10.685 to 0.0 1.000 0.0 20 9.500 9.12 1.101 0.0 8.917 0.0158 0.141 Vel = 3.07 0.0 20 9.12 10.826 K Factor = 2.77 D4 9.500 0.0 1 O 5.0 0.875 150 10.826 to 0.0 5.000 0.0 20 9.500 0.0 1.101 0.0 5.875 0 0.0 Vel = 0 20 9.500 9.12 1 O 5.0 8.625 150 10.826 to 0.0 5.000 0.0 21 9.500 9.12 1.101 0.0 13.625 0.0159 0.217 Vel = 3.07 0.0 21 9.12 11.043 K Factor = 2.74 D5 9.500 0.0 1 O 5.0 3.500 150 11.043 to 0.0 5.000 0.0 21 9.500 0.0 1.101 0.0 8.500 0 0.0 Vel = 0 21 9.500 9.12 1 6R 6.0 65.000 150 11.043 to 2N 14.0 25.000 0.0 22 9.500 9.12 1.101 O 5.0 90.000 0.0159 1.431 Vel = 3.07 22 9.500 16.89 1 N 7.0 5.333 150 12.474 to 0.0 7.000 0.0 TOR 9.500 26.01 1.101 0.0 12.333 0.1106 1.364 Vel = 8.77 0.0 TOR 26.01 13.838 K Factor = 6.99 TOR 9.500 26.01 1 2R 2.0 7.500 150 13.838 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 19.123 to 0.0 2.000 0.0 POC 2 26.01 1.101 0.0 4.000 0.1108 0.443 Vel = 8.77 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 POC 2 0.0 1 Ltee 9.45 1.000 150 19.566 to 0.0 9.450 0.0 DS 2 26.01 1.025 0.0 10.450 0.1567 1.637 Vel = 10.11 0.0 DS 26.01 21.203 K Factor = 5.65 DS 2 H5 31.01 1.5 Lelbw 4.352 5.667 150 21.203 to Ad 3.5 7.852 2.454 UG1 -3.667 31.01 1.505 0.0 13.519 0.0335 0.453 Vel = 5.59 UG1 -3.667 0.0 1.5 3E 17.062 105.000 150 24.110 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 27.377 to Ad 3.5 9.187 -0.939 UG3 -1.500 31.01 1.59 0.0 11.354 0.0255 0.290 Vel = 5.01 UG3 -1.500 0.0 1 Lbv 3.037 1.500 150 26.728 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 30.197 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 52.993 to 0.0 16.354 0.0 UG4 -1.500 31.01 0.995 0.0 16.854 0.2507 4.225 Vel = 12.80 UG4 -1.500 0.0 1 Ad 2.0 35.000 150 57.218 to Kcs 4.766 13.775 1.949 101 -6 31.01 0.995 Ktee 7.009 48.775 0.2507 12.229 Vel = 12.80 101 -6 0.0 8 E 32.344 97.000 150 71.396 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 -14.60 8 4T 251.562 361.000 150 71.398 to 4G 28.75 280.311 0.0 103 -6 16.41 8.27 0.0 641.311 0 0.002 Vel = 0.10 103 -6 0.0 8 6F 97.031 798.000 150 71.400 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 71.403 K Factor = 1.94 102 -6 14.59 8 3F 48.515 962.000 150 71.398 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 71.401 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 71.402 to T 62.89 70.077 0.0 106 -6 14.59 8.27 0.0 235.077 0 0.001 Vel = 0.09 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 KPS FIRE SPRINKLERS INC Page 10 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 106 -6 16.42 6 E 22.818 15.000 150 71.403 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 71.404 K Factor = 3.67 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DESIGN & DEVELOPMENT DEPARTMENT 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 / FAX (760) 777-7011 OFFICE USE ONLY: REVIEW DATE: ______________  APPROVED  CORRECTIONS CALLED FOR PICKUP:_________ PICKED UP:_________________ APPLICANT/OWNER INFORMATION Applicant Name: Owner Name: Mailing Address: Site Address: Phone Number: Project Email: Description: (Include # of sprinkler heads) Pursuant to a Cooperative Agreement to Provide Fire Services, the Riverside County Fire Department serves as the City’s fire department, and the County designee serves as the City’s fire chief. Applicant recognizes this contracted arrangement and shall comply with County Fire Department directions. CONTRACTOR INFORMATION Contractor Name: Contractor #: Signature: Contact Person: Mailing Address: Print Name: City, State, Zip: Phone Number: Business License #: Email Address: ------------ HOURLY@161/HR $670 HOURLY@161/HR $791 $992 $418 $1234 HOURLY@161/HR $418 ------------ HOURLY@161/HR $418 $499 $740 $579 HOURLY@161/HR ------------ HOURLY@161/HR $176 $901 $257 HOURLY@161/HR $337 $659 $590 $579 $418 $418 $161 $1062 HOURLY@161/HR 1/29/2020  SUBMITTAL #_________  REVISION #________ PERMIT NO. Rachel Valencia Kirk Page 760 S. Rochester Suite B, Ontario CA 91761 909-906-5921 rvalencia@kpspowerhome.com KPS Fire Sprinklers, Inc. 954532 rvalencia@kpspowerhome.com 760 S. Rochester Suite B Ontario CA 91761 LIC-763630 Rachel Valencia 909-906-5921 rvalencia@kpspowerhome.com X X 57692 Santo Thomas Coral Mtn-Lot 30, Plan D; 34 heads Phone: 909-980-9222 KPS Fire Sprinklers, Inc. 760 S Rochester Avenue, Suite B Ontario, CA 91761