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FSS2022-0437ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT K P S FIRE SPRINKLERS INC 760 SOUTH ROCHESTER AVENUE ONTARIO CA 91761 (909)980-9222 RValencia@kpspowerh ome.com CONTRACTOR K P S FIRE SPRINKLERS INC 760 SOUTH ROCHESTER AVENUE ONTARIO CA 91761 (909)980-9222 RValencia@kpspowerh ome.com OWNER STEPHANIE RUTH WILSON 720 13TH AVE SW # 2710 CALGARY AB T2R1M (909)980-9222 CONDITIONS Description: WILSON / FIRE SPRINKLERS / BRES2021-0707 Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: FINALED Applied: 11/23/2022 ECON Parcel No: 770094005 Site Address: 50695 CALLE GUAYMAS LA QUINTA,CA 92253 Approved: 12/19/2022 RWI Subdivision: DESERT CLUB TR UNIT 5 Block: Lot: 41 Issued: ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 6/30/2023 LRO Valuation: $9,100.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 50695 CALLE GUAYMAS LOT 41 FINANCIAL INFORMATION Printed: Thursday, July 20, 2023 4:01:37 PM 1 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0437 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD HYRO KHET 12/29/2022 12/29/2022 NOT READY No fee OVERHEAD ROUGH PIPING KHET 12/29/2022 12/29/2022 NOT READY No fee OVERHEAD ROUGH PIPING LRO 1/26/2023 1/26/2023 APPROVED SEE NOTES B4 SCHEDULING Please provide As Builts for piping changes found during OH Rough Inspection by LR prior to scheduling for final. OVERHEAD HYRO LRO 1/26/2023 1/26/2023 APPROVED FIRE FINAL**LRO 6/30/2023 6/30/2023 APPROVED REVIEWS PARENT PROJECTS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $167.00 $167.00 12/20/22 WEB13875 773497758 CREDIT 954532 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $250.00 $250.00 12/20/22 WEB13875 773497758 CREDIT 954532 ECON Total Paid for FIRE FEES: $417.00 $417.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 12/20/22 WEB13875 773497758 CREDIT 954532 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $8.00 $8.00 12/20/22 WEB13875 773497758 CREDIT 954532 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $8.00 $8.00 TOTALS:$436.00 $436.00 Printed: Thursday, July 20, 2023 4:01:37 PM 2 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0437 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 11/23/2022 Etrakit Contractor 1ST SUBMITTAL PLAN 50695 CALLE GUAYMAS LOT 41 (LA QUINTA) - FIRE SPRINKLER PLAN.pdf 1 DOC 11/23/2022 Etrakit Contractor 1ST SUBMITTAL CUT SHEETS 50695 CALLE GUAYMAS LOT 41 (LA QUINTA) - FS MATERIAL BROCHURE.pdf 1 DOC 11/23/2022 Etrakit Contractor 1ST SUBMITTAL HYDRAULIC CALCS 50695 CALLE GUAYMAS LOT 41 (LA QUINTA) - CALCULATIONS.pdf 1 DOC 11/23/2022 Etrakit Contractor 1ST SUBMITTAL FIRE FLOW 50695 CALLE GUAYMAS LOT 41 (LA QUINTA) - FIRE FLOW TEST.pdf 1 DOC 6/20/2023 Etrakit Contractor Calculations 50695 CALLE GUAYMAS LOT 41 (LA QUINTA) CALCULATIONS.pdf 1 DOC 6/20/2023 Etrakit Contractor Fire Sprinkler Plan 50695 CALLE GUAYMAS LOT 41 (LA QUINTA) FIRE SPRINKLER PLAN.pdf 1 BOND INFORMATION REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST FIRE - ETRAKIT (2 WK) REBECCA WINSCOTT 11/23/2022 12/9/2022 12/19/2022 APPROVED 1ST PERMIT TECH – ETRAKIT (1 DAY) PERMIT TECH BUCKET 11/23/2022 11/28/2022 11/23/2022 COMPLETE 2ND FIRE (1 WK)KOHL HETRICK 6/22/2023 6/29/2023 6/27/2023 APPROVED AS-BUILTS (NO FEE) Printed: Thursday, July 20, 2023 4:01:37 PM 3 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0437 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 6/20/2023 Etrakit Contractor FS Material Brochure 50695 CALLE GUAYMAS LOT 41 (LA QUINTA) FS MATERIAL BROCHURE.pdf 1 DOC 6/20/2023 Etrakit Contractor Inspector Notes FSS2022 0437 Insp notes LR 1 26 23 (50695 CALLE GUAYMAS LOT 41).pdf 1 DOC 6/27/2023 KOHL HETRICK FSS2022-0437 - AS- BUILTS APPROVED.pdf FSS2022-0437 - AS- BUILTS APPROVED.pdf 1 DOC 1/26/2023 LEILANI ROJAS FSS2022-0437 Insp notes LR 1-26-23.pdf FSS2022-0437 Insp notes LR 1-26-23.pdf 1 DOC 12/19/2022 REBECCA WINSCOTT LQ FSS2022-0437 Lot 41 COA.pdf LQ FSS2022-0437 Lot 41 COA.pdf 1 DOC 12/19/2022 REBECCA WINSCOTT LQ FSS2022-0437 Lot 41 APPROVED.pdf LQ FSS2022-0437 Lot 41 APPROVED.pdf 1 Printed: Thursday, July 20, 2023 4:01:37 PM 4 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0437 FSS2022-0437 - AS-BUILTS FIRE SPRINKLER 1ST FLOOR PLANSCALE: ¼"=1'-0"FP-3CFP-3AFP-3BGARAGE9'-6"ATTICACCESSFORMAL DINING9'-6"JJJJSDSDSDCOSDSDCOPORCH9'-6"BEDROOM 29'-6"W.I.C.9'-6"BEDROOM 39'-6"BATH 39'-6"W.I.C.9'-6"BATH9'-6"COATS9 SQ. FT.DEN/OFFIC9'-6"20'X20'HALL9'-6"HALL9'-6"20'X20'LAU.9'-6"20'X20'W.I.C.9'-6"20'X20'TOILET9'-6"HALL 9'-6"PRIMARY BATH9'-6"PRIMARY BEDROOM9'-6"OUTDOOR LIVING # 29'-6"ENTRY9'-6"GREAT ROOM11'-6"KITCHEN11'-6"W.I.C.9'-6"P.D.R.9'-6"HALL9'-6"PRE. KITCHEN9'-6"20'X20'LINTELLINTELLINTELLINTELLINTEL LINTEL LINTEL LINTEL LINTEL LINTEL LINTELRETURNAIRRETURNAIRRETURNAIRSOFFIT8'-6"HEAT ZONE HEAT ZONEFIRE PLACE LINTEL LINTELOUTDOOR LIVING # 111'-6"R3'-0"R3'-0"R3'-0"R3'-0"R3'-0"R3'-0"R3'-0"R3'-0"SOFFIT9'-6"LINE OF CEILINGHEIGHT CHANGEISLANDFAU INSIDE ATTICSEE FAU NOTEON THIS SHEETFAU INSIDE ATTICSEE FAU NOTEON THIS SHEET1" FIRE SPRINKLER TORBORRISER WITH ACCESSPANEL ACCESSIBLE INSIDE GARAGE, SEESHEET FP-1 RISER DETAIL. 6'-0" 3'-10"2'-2" 8'-0"10'-0"4'-21 2"7'-9"16'-0"8'-0"6'-0"3'-6"8'-0"2'-6"7'-61 2"7'-6" 7'-11"4'-012"2'-0"7'-3"2'-612"3'-2"7'-112"2'-6"3'-312"2'-6"5'-912"3'-312"8'-0"5'-4"9'-812"8'-4"7'-3"8'-812"2'-0"9'-812"4'-2"4'-512"1'-9"4'-512"1'-8"6'-1012"5'-712"9'-612"3'-9"4'-712"9'-212"4'-7"4'-812"3'-2"1'-612"4'-012"3'-012"9'-112"10'-112"7'-11"5'-7"2'-0"4'-11"10'-1"4'-1012"6'-11"8'-0" 1'-91 2"1'-0"4'-11"4'-512"3'-8"2'-3"6'-81 2"3'-8"4'-112"4'-2"6'-2"15'-212"15'-7"8'-0"15'-31 2"3'-10" 2'-0" 2'-0"16'-0"4'-11"H1D1H2D2H3D3H4D4H5D5124356789OUTDOOR LIVING #2PROOF CALCULATION16' X 16' SPACING PRIMARY BEDROOMMOST DEMANDING16' X 16' SPACING W.I.C.MOST DEMANDING20'X20' SPACING SOFFIT9'-6"LINE OF CEILINGHEIGHT CHANGELINE OF CEILINGHEIGHT CHANGELINE OF CEILINGHEIGHT CHANGE9"11'-7"9"9'-3"5'-6"3'-6"5'-8"6'-112"6'-112"7'-112"9"11'-7"9"7'-112"SEE NOTE AREVISIONSTHE 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.FP-2 2 FIRE SPRINKLER PLAN AND HYDRAULIC CALCULATIONS DESCRIPTIONDATENO.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)NPT SIZETEMPRATURE RATINGORIENTATIONK-FACTORSIN NUMBERRESPONSE TYPEPROTECTION AREA PER SPRINKLERSQ.FT.AUTOMATIC SPRINKLER SYSTEMTHIS BUILDING IS PROTECTEDBY A HYDRAULICALLY DESIGNEDHYDRAULIC - SYSTEMRESIDUAL PRESSUREPSI*SAFTEY FACTORPER NFPA 13D, 2022 EDITIONW.I.C.1.051 HEAD CALC.21.01929.55426.01956.543400 (20'X20')30.302NOTE:-ALL PIPING TO BE 1", UNLESS OTHERWISE NOTED.-ALL ARM-OVERS TO BE 1".-ALL HEADS DROP TO BE 1".NOTE A:SOME AREAS FALL UNDER EXCEPTIONS FOR SPRINKLERHEAD REQUIREMENTS 2022 EDITION NFPA 13D SECTIONS8.3.2 , 8.3.3, 8.3.4, 8.3.5, 8.3.6 AND 8.3.8. SEE PLAN FOREXCEPTION AREAS.NOTE B:CLOSET AREAS FALL UNDER EXCEPTIONS FORSPRINKLER HEAD REQUIREMENTS 2022 EDITION NFPA13D SECTION 8.2.7 SEE PLAN FOR EXCEPTION AREAS.CALCULATION NOTE:-20'X20' PROOF CALCULATION TO APPLY TO ALLROOMS THAT CONTAIN A 20'X20' SPRINKLER HEADNOTE.NOTE C:SPRINKLER HEAD PERMITTED TO HAVE A SHADOW AREAOF 15 SQUARE FEET PER 2022 EDITION NFPA 13DSECTION 8.2.5.7.BUILDING NOTE:HOUSE TO HAVE INTERCONNECTED SMOKE DETECTORS.FAU NOTE:WHERE THE FUEL-FIRED EQUIPMENT IS ABOVE ALL OFTHE OCCUPIED AREAS OF THE DWELLING UNIT, NOSPRINKLER PROTECTION SHALL BE REQUIRED IN THECONCEALED SPACE PER 2022 NFPA SECTION 8.3.5.1.1.2022 EDITION NFPA 13D NOTES: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)NPT SIZETEMPRATURE RATINGORIENTATIONK-FACTORSIN NUMBERRESPONSE TYPEPROTECTION AREA PER SPRINKLERSQ.FT.AUTOMATIC SPRINKLER SYSTEMTHIS BUILDING IS PROTECTEDBY A HYDRAULICALLY DESIGNEDHYDRAULIC - SYSTEMRESIDUAL PRESSUREPSI*SAFTEY FACTORPER NFPA 13D, 2022 EDITIONOUTDOOR LIVING #22.052 HEAD CALC.26.10921.84631.10956.688256 (16' X 16') 30.156RESIDUAL 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)NPT SIZETEMPRATURE RATINGORIENTATIONK-FACTORSIN NUMBERRESPONSE TYPEPROTECTION AREA PER SPRINKLERSQ.FT.AUTOMATIC SPRINKLER SYSTEMTHIS BUILDING IS PROTECTEDBY A HYDRAULICALLY DESIGNEDHYDRAULIC - SYSTEMRESIDUAL PRESSUREPSI*SAFTEY FACTORPER NFPA 13D, 2022 EDITIONPRIMARY BEDROOM 2.052 HEAD CALC.26.28022.37731.28057.504256 (16' X 16') 29.339SENJU1/2"205°CONCEALED4.9SS4451FAST RESPONSENOTE D:SPRINKLERS SHALL NOT BE REQUIRED FOR CEILINGPOCKETS THAT MEET THE CONDITION PER 2022 EDITIONNFPA 13D SECTION 8.3.7.SENJU1/2"162°CONCEALED4.9SS8464FAST RESPONSESENJU1/2"162°CONCEALED4.9SS8464FAST RESPONSEFire ♦ Security ♦ Connectivity 760 S. ROCHESTER AVE. STE B ONTARIO, CA 91761 PH: (909)980-9222 C-16 LIC# 954532 FAX: (909)980-4477 BUILDING SUMMARY TOTAL LIVING AREA: 3RD FLOOR AREA: 1ST FLOOR AREA: 2ND FLOOR AREA: GARAGE AREA: SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. PLAN:OCCUPANCY: AHJ:CONSTRUCT. TYPE: R3 / U VB City of La Quinta 3365 693 3365 N/A N/A APN # 770-094-005 Haven Enterprises Inc 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.REDLINE REVISION6/20/231PER INSPECTOR11111 9'-6"HEAD +9'-6" PIPE +10'-0" 9'-6"HEAD +9'-6" PIPE +10'-0" 11'-6" 11'-6"HEAD +9'-6" PIPE +10'-0" 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.FP-3 3 SECTIONS & HANGER DETAILS DESCRIPTIONDATENO.FIRE 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 3SEEFLOORCEILINGTABLE 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 AB DWALLWHERE: ELEVATION VIEW FIGURE 8.2.5.3.3(A) POSITIONING OF SPRINKLER TO AVOIDOBSTRUCTION AGAINST WALLS (RESIDENTIAL UPRIGHT ANDPENDENT SPRAY SPRINKLERS).NFPA 13D - DETAILS NOTES:SHOWN FOR REFERENCE ONLY.NOT TO SCALE.HANGER DETAIL (FOR REFERENCE ONLY)NOTE: NOT TO SCALEFire ♦ Security ♦ Connectivity 760 S. ROCHESTER AVE. STE B ONTARIO, CA 91761 PH: (909)980-9222 C-16 LIC# 954532 FAX: (909)980-4477 BUILDING SUMMARY TOTAL LIVING AREA: 3RD FLOOR AREA: 1ST FLOOR AREA: 2ND FLOOR AREA: GARAGE AREA: SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. PLAN:OCCUPANCY: AHJ:CONSTRUCT. TYPE: R3 / U VB City of La Quinta 3365 693 3365 N/A N/A APN # 770-094-005 Haven Enterprises Inc REDLINE REVISION6/20/231PER INSPECTOR FIRE SPRINKLER 1ST FLOOR PLANSCALE: ¼"=1'-0"FP-3CFP-3AFP-3BGARAGE9'-6"ATTICACCESSFORMAL DINING9'-6"JJJJSDSDSDCOSDSDCOPORCH9'-6"BEDROOM 29'-6"W.I.C.9'-6"BEDROOM 39'-6"BATH 39'-6"W.I.C.9'-6"BATH9'-6"COATS9'-6"DEN/OFFIC9'-6"20'X20'HALL9'-6"HALL9'-6"20'X20'LAU.9'-6"20'X20'W.I.C.9'-6"20'X20'TOILET9'-6"HALL 9'-6"PRIMARY BATH9'-6"PRIMARY BEDROOM9'-6"OUTDOOR LIVING # 29'-6"ENTRY9'-6"GREAT ROOM11'-6"KITCHEN11'-6"W.I.C.9'-6"P.D.R.9'-6"HALL9'-6"PRE. KITCHEN9'-6"20'X20'LINTELLINTELLINTELLINTELLINTEL LINTEL LINTEL LINTEL LINTEL LINTEL LINTELRETURNAIRRETURNAIRRETURNAIRSOFFIT8'-6"HEAT ZONE HEAT ZONEFIRE PLACE LINTEL LINTELOUTDOOR LIVING # 111'-6"R3'-0"R3'-0"R3'-0"R3'-0"R3'-0"R3'-0"R3'-0"R3'-0"SOFFIT9'-6"LINE OF CEILINGHEIGHT CHANGEISLANDFAU INSIDE ATTICSEE FAU NOTEON THIS SHEETFAU INSIDE ATTICSEE FAU NOTEON THIS SHEET1" FIRE SPRINKLER TORBORRISER WITH ACCESSPANEL ACCESSIBLE INSIDE GARAGE, SEESHEET FP-1 RISER DETAIL. 6'-0" 3'-10"2'-2" 8'-0"10'-0"4'-21 2"7'-9"16'-0"8'-0"6'-0"3'-6"8'-0"2'-6"7'-61 2"7'-6" 7'-11"4'-012"6'-612"6'-612"3'-612"8'-0"2'-8"7'-212"3'-112"2'-0"7'-3"2'-612"6'-612"6'-612"1'-3"8'-0"2'-1112"9'-1012"6'-7"2'-0"7'-112"2'-6"3'-312"2'-6"5'-912"3'-312"2'-0"1'-5"8'-0"5'-4"9'-812"8'-4"7'-3"8'-812"2'-0"9'-812"4'-2"4'-512"1'-9"4'-512"1'-8"6'-1012"5'-712"9'-612"3'-9"4'-712"9'-212"4'-7"4'-812"3'-2"1'-612"4'-012"3'-012"9'-112"10'-112"7'-11"5'-7"2'-0"4'-11"10'-1"4'-1012"6'-11"8'-0" 1'-91 2"1'-0"4'-11"4'-512"3'-8"2'-3"6'-81 2"3'-8"4'-112"4'-2"6'-2"15'-212"15'-7"8'-0"15'-31 2"3'-10" 2'-0" 2'-0"16'-0"4'-11"H1D1H2D2H3D3H4D4H5D5124356789OUTDOOR LIVING #2PROOF CALCULATION16' X 16' SPACING PRIMARY BEDROOMMOST DEMANDING16' X 16' SPACING W.I.C.MOST DEMANDING20'X20' SPACING SOFFIT9'-6"LINE OF CEILINGHEIGHT CHANGELINE OF CEILINGHEIGHT CHANGELINE OF CEILINGHEIGHT CHANGEREVISIONSTHE 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.FP-2 2 FIRE SPRINKLER PLAN AND HYDRAULIC CALCULATIONS DESCRIPTIONDATENO.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)NPT SIZETEMPRATURE RATINGORIENTATIONK-FACTORSIN NUMBERRESPONSE TYPEPROTECTION AREA PER SPRINKLERSQ.FT.AUTOMATIC SPRINKLER SYSTEMTHIS BUILDING IS PROTECTEDBY A HYDRAULICALLY DESIGNEDHYDRAULIC - SYSTEMRESIDUAL PRESSUREPSI*SAFTEY FACTORPER NFPA 13D, 2016 EDITIONW.I.C.1.051 HEAD CALC.21.01930.05126.01957.040400 (20'X20')29.805NOTE:-ALL PIPING TO BE 1", UNLESS OTHERWISE NOTED.-ALL ARM-OVERS TO BE 1".-ALL HEADS DROP TO BE 1".NOTE A:SOME AREAS FALL UNDER EXCEPTIONS FOR SPRINKLERHEAD REQUIREMENTS 2016 EDITION NFPA 13D SECTIONS8.3.2 , 8.3.3, 8.3.4, 8.3.5, 8.3.6, 8.3.7 AND 8.3.8. SEE PLANFOR EXCEPTION AREAS.NOTE B:CLOSET AREAS FALL UNDER EXCEPTIONS FORSPRINKLER HEAD REQUIREMENTS 2016 EDITION NFPA13D SECTION 8.2.7 SEE PLAN FOR EXCEPTION AREAS.CALCULATION NOTE:-20'X20' PROOF CALCULATION TO APPLY TO ALLROOMS THAT CONTAIN A 20'X20' SPRINKLER HEADNOTE.NOTE C:SPRINKLER HEAD PERMITTED TO HAVE A SHADOW AREAOF 15 SQUARE FEET PER 2016 EDITION NFPA 13DSECTION 8.2.5.6.BUILDING NOTE:HOUSE TO HAVE INTERCONNECTED SMOKE DETECTORS.FAU NOTE:WHERE THE FUEL-FIRED EQUIPMENT IS ABOVE ALL OFTHE OCCUPIED AREAS OF THE DWELLING UNIT, NOSPRINKLER PROTECTION SHALL BE REQUIRED IN THECONCEALED SPACE PER 2016 NFPA SECTION 8.3.5.1.1.2016 EDITION NFPA 13D NOTES: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)NPT SIZETEMPRATURE RATINGORIENTATIONK-FACTORSIN NUMBERRESPONSE TYPEPROTECTION AREA PER SPRINKLERSQ.FT.AUTOMATIC SPRINKLER SYSTEMTHIS BUILDING IS PROTECTEDBY A HYDRAULICALLY DESIGNEDHYDRAULIC - SYSTEMRESIDUAL PRESSUREPSI*SAFTEY FACTORPER NFPA 13D, 2016 EDITIONOUTDOOR LIVING #22.052 HEAD CALC.26.10822.45931.10857.299256 (16' X 16') 29.545RESIDUAL 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)NPT SIZETEMPRATURE RATINGORIENTATIONK-FACTORSIN NUMBERRESPONSE TYPEPROTECTION AREA PER SPRINKLERSQ.FT.AUTOMATIC SPRINKLER SYSTEMTHIS BUILDING IS PROTECTEDBY A HYDRAULICALLY DESIGNEDHYDRAULIC - SYSTEMRESIDUAL PRESSUREPSI*SAFTEY FACTORPER NFPA 13D, 2016 EDITIONPRIMARY BEDROOM 2.052 HEAD CALC.26.33423.06131.33458.278256 (16' X 16') 28.565SENJU1/2"205°CONCEALED4.9SS4451FAST RESPONSENOTE D:SPRINKLERS SHALL NOT BE REQUIRED FOR CEILINGPOCKETS THAT MEET THE CONDITION PER 2016 EDITIONNFPA 13D SECTION 8.3.7.SENJU1/2"162°CONCEALED4.9SS8464FAST RESPONSESENJU1/2"162°CONCEALED4.9SS8464FAST RESPONSEFire ♦ Security ♦ Connectivity 760 S. ROCHESTER AVE. STE B ONTARIO, CA 91761 PH: (909)980-9222 C-16 LIC# 954532 FAX: (909)980-4477 BUILDING SUMMARY TOTAL LIVING AREA: 3RD FLOOR AREA: 1ST FLOOR AREA: 2ND FLOOR AREA: GARAGE AREA: SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. PLAN:OCCUPANCY: AHJ:CONSTRUCT. TYPE: R3 / U VB City of La Quinta 3365 693 3365 N/A N/A APN # 770-094-005 Haven Enterprises Inc 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. KPS FIRE SPRINKLERS INC C-16 LICENSE # 954532 760 S. ROCHESTER AVE. SUITE B ONTARIO, CA 91761 (800) 457-7252 Job Name :Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Drawing : Location :50695 Calle Guaymas Lot 41, La Quinta CA Remote Area :OUTDOOR LIVING2 Contract :N/A Data File :OUTDOOR LIVING 2 (2-HEAD) CALC - 16X16.wxtmp Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 1 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - Haven Enterprises Inc - 50695 CALLE GUAYMAS LOT 41 Date - 11/009/2022 Location - 50695 Calle Guaymas Lot 41, La Quinta CA Building - System No. - OUTDOOR LIVING2 Contractor - KPS FIRE SPRINKLER‚ INC Contract No. - N/A Calculated By - BL Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 11'6" 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 SENJU RC-RES Model SS4451 I Elevation at Highest Outlet - Feet Size 1/2" K-Factor 4.9 G Note: Temperature Rating 205 N Calculation Gpm Required Psi Required At BOR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 12/13/2021 Rated Cap. Cap. T Time of Test - N/A @ Psi Elev. E Static (Psi) - 96.5=86.85 Elev. R Residual (Psi) - 94.2=84.78 Other Well Flow (Gpm) - 700 Proof Flow Gpm S Elevation - -6 FT P Location: HYDRANT NEAR 50710 CELLE QUITO, LA QUINTA P APN 770-094-003 L Source of Information: COACHELLA VALLEY WATER DISTRICT Y STEVE KEALER - (760) 992-4855 Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 2 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 10 20 30 40 E 50 R 60 U 70 S 80 S 90 E 100 R 110 P 120 130 140 150 100 200 300 400 500 600 700 800 900 FLOW ( N ^ 1.85 ) City Water Supply:Demand: C1 C2 C1 - Static Pressure :86.85 C2 - Residual Pressure:84.78 C2 - Residual Flow :700 D1 - Elevation : 7.579 D2 - System Flow :26.108 D2 - System Pressure : 57.299 Hose ( Demand ):5 D3 - System Demand :31.108 Safety Margin : 29.545 D1 D2 D3 Water Supply Curve Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 3 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 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 9 14 Bv Ball Valve 2.25 2.25 2 2.5 2.25 10 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 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 90 Degrees)0 3 6 5 8 12 Lelbw L Copper 90 Degreel Elbow 0 2 3 3 4 6 Ltee L Copper Tee Or Cross (Flow Turned 90 Degrees)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 O *CPVC Tee - Branch 3 3 5 6 8 10 12 15 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 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch 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 Fittings Used Summary Computer Programs by Hydratec Inc. Revision: 50.5520.727 for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used Summary Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 4 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 86.85 84.78 700.0 86.843 31.11 57.299 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H1 9.5 11.96 H2 9.5 11.96 H3 9.5 12.14 H4 11.5 4.9 7.04 13.0 0.05 256 H5 11.5 4.9 7.16 13.11 0.05 256 D1 10.0 11.75 D2 10.0 11.75 1 10.0 11.75 D3 10.0 11.93 2 10.0 11.93 3 10.0 11.05 4 12.0 10.05 D4 12.0 7.05 D5 12.0 7.17 5 12.0 7.42 6 12.0 9.46 7 12.0 10.26 8 10.0 11.6 9 10.0 13.62 TOR 10.0 16.89 BOR 2.0 22.46 POC 2.0 23.22 DS 2.0 25.45 5.0 UG1 -3.0 28.06 UG2 -3.0 31.99 UG3 -1.5 31.65 M1 -1.5 33.23 M2 -1.5 37.45 UG4 -1.5 41.7 SRC -6.0 57.3 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 5 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *******Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H1 9.500 0.0 1 N 7.0 0.500 150 11.963 to 7.000 -0.217 D1 10 0.0 1.101 7.500 0.0001 0.001 Vel = 0 0.0 D1 0.0 11.747 K Factor = 0 H2 9.500 0.0 1 O 5.0 0.500 150 11.963 to 5.000 -0.217 D2 10 0.0 1.101 5.500 0.0002 0.001 Vel = 0 0.0 D2 0.0 11.747 K Factor = 0 H3 9.500 0.0 1 N 7.0 0.500 150 12.142 to 7.000 -0.217 D3 10 0.0 1.101 7.500 0 0.0 Vel = 0 0.0 D3 0.0 11.925 K Factor = 0 H4 11.500 4.90 13.00 1 N 7.0 0.500 150 7.039 to 7.000 -0.217 D4 12 13.0 1.101 7.500 0.0307 0.230 Vel = 4.38 0.0 D4 13.00 7.052 K Factor = 4.90 H5 11.500 4.90 13.11 1 N 7.0 0.500 150 7.156 to 7.000 -0.217 D5 12 13.11 1.101 7.500 0.0312 0.234 Vel = 4.42 0.0 D5 13.11 7.173 K Factor = 4.89 D1 10 0.0 1 R 1.0 9.208 150 11.747 to 1.000 0.0 D2 10 0.0 1.101 10.208 0 0.0 Vel = 0 D2 10 0.0 1 N 7.0 8.458 150 11.747 to O 5.0 12.000 0.0 1 10 0.0 1.101 20.458 0 0.0 Vel = 0 1 10 8.75 1 2R 2.0 10.125 150 11.747 to 2.000 0.0 2 10 8.75 1.101 12.125 0.0147 0.178 Vel = 2.95 0.0 2 8.75 11.925 K Factor = 2.53 D3 10 0.0 1 N 7.0 6.375 150 11.925 to O 5.0 12.000 0.0 2 10 0.0 1.101 18.375 0 0.0 Vel = 0 2 10 8.75 1 14R 14.0 91.208 150 11.925 to 2O 10.0 24.000 0.0 9 10 8.75 1.101 115.208 0.0147 1.699 Vel = 2.95 0.0 9 8.75 13.624 K Factor = 2.37 1 10 -8.75 1 R 1.0 27.208 150 11.747 to 2N 14.0 20.000 0.0 3 10 -8.75 1.101 O 5.0 47.208 -0.0147 -0.696 Vel = 2.95 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 6 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *******Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 3 10 0.0 1 N 7.0 2.000 150 11.051 to 7.000 -0.866 4 12 -8.75 1.101 9.000 -0.0148 -0.133 Vel = 2.95 4 12 0.0 1 3R 3.0 37.167 150 10.052 to 3.000 0.0 6 12 -8.75 1.101 40.167 -0.0147 -0.592 Vel = 2.95 0.0 6 -8.75 9.460 K Factor = -2.84 D4 12 13.00 1 O 5.0 7.042 150 7.052 to 5.000 0.0 5 12 13.0 1.101 12.042 0.0307 0.370 Vel = 4.38 0.0 5 13.00 7.422 K Factor = 4.77 D5 12 13.11 1 O 5.0 3.000 150 7.173 to 5.000 0.0 5 12 13.11 1.101 8.000 0.0311 0.249 Vel = 4.42 5 12 13.00 1 R 1.0 12.292 150 7.422 to O 5.0 6.000 0.0 6 12 26.11 1.101 18.292 0.1114 2.038 Vel = 8.80 6 12 -8.75 1 N 7.0 8.250 150 9.460 to 7.000 0.0 7 12 17.36 1.101 15.250 0.0523 0.798 Vel = 5.85 7 12 0.0 1 N 7.0 2.000 150 10.258 to 7.000 0.866 8 10 17.36 1.101 9.000 0.0523 0.471 Vel = 5.85 8 10 0.0 1 5R 5.0 28.750 150 11.595 to O 5.0 10.000 0.0 9 10 17.36 1.101 38.750 0.0524 2.029 Vel = 5.85 9 10 8.75 1 O 5.0 17.292 150 13.624 to N 7.0 12.000 0.0 TOR 10 26.11 1.101 29.292 0.1114 3.263 Vel = 8.80 0.0 TOR 26.11 16.887 K Factor = 6.35 TOR 10 26.11 1 Cpcv 1.913 8.000 150 16.887 to 2R 2.0 10.912 3.465 BOR 2 26.11 1.101 N 7.0 18.912 0.1114 2.107 Vel = 8.80 BOR 2 0.0 1 Ad 3.825 3.000 150 22.459 to 3.825 0.0 POC 2 26.11 1.101 6.825 0.1114 0.760 Vel = 8.80 POC 2 0.0 1 Ltee 9.45 2.000 150 23.219 to Ad 2.7 12.150 0.0 DS 2 26.11 1.025 14.150 0.1578 2.233 Vel = 10.15 0.0 DS 26.11 25.452 K Factor = 5.18 DS 2 H5 31.11 1.5 Ad 3.808 5.000 150 25.452 to Lelbw 4.352 8.160 2.166 UG1 -3 31.11 1.505 13.160 0.0336 0.442 Vel = 5.61 UG1 -3 0.0 1.5 4E 22.749 130.000 150 28.060 to 22.749 0.0 UG2 -3 31.11 1.59 152.749 0.0257 3.930 Vel = 5.03 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 7 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *******Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf UG2 -3 0.0 1.5 E 5.687 1.500 150 31.990 to Ad 4.976 10.664 -0.650 UG3 -1.500 31.11 1.59 12.164 0.0257 0.313 Vel = 5.03 UG3 -1.500 0.0 1 Ad 2.7 1.500 150 31.653 to Bv 3.037 5.738 0.0 M1 -1.500 31.11 1.025 7.238 0.2183 1.580 Vel = 12.10 M1 -1.500 0.0 1 1.000 150 33.233 to 4.000 * * Fixed Loss = 4 M2 -1.500 31.11 1.025 1.000 0.2180 0.218 Vel = 12.10 M2 -1.500 0.0 1 Kav 16.354 0.500 150 37.451 to 16.354 0.0 UG4 -1.500 31.11 0.995 16.854 0.2522 4.251 Vel = 12.84 UG4 -1.500 0.0 1 Ad 2.336 40.000 150 41.702 to Kcs 4.766 14.111 1.949 SRC -6 31.11 0.995 Ktee 7.009 54.111 0.2522 13.648 Vel = 12.84 0.0 SRC 31.11 57.299 K Factor = 4.11 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC C-16 LICENSE # 954532 760 S. ROCHESTER AVE. SUITE B ONTARIO, CA 91761 (800) 457-7252 Job Name :Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Drawing : Location :50695 Calle Guaymas Lot 41, La Quinta CA Remote Area :PRIMARY BEDROOM Contract :N/A Data File :PRIMARY BEDROOM (2-HEAD) CALC - 16X16.wxtmp Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 1 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - Haven Enterprises Inc - 50695 CALLE GUAYMAS LOT 41 Date - 11/009/2022 Location - 50695 Calle Guaymas Lot 41, La Quinta CA Building - System No. - PRIMARY BEDROOM Contractor - KPS FIRE SPRINKLER‚ INC Contract No. - N/A Calculated By - BL Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-6" 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 SENJU RC-RES Model SS8464 I Elevation at Highest Outlet - 19'-4"Feet Size 1/2" K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required Psi Required At BOR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 12/13/2021 Rated Cap. Cap. T Time of Test - N/A @ Psi Elev. E Static (Psi) - 96.5=86.85 Elev. R Residual (Psi) - 94.2=84.78 Other Well Flow (Gpm) - 700 Proof Flow Gpm S Elevation - -6 FT P Location: HYDRANT NEAR 50710 CELLE QUITO, LA QUINTA P APN 770-094-003 L Source of Information: COACHELLA VALLEY WATER DISTRICT Y STEVE KEALER - (760) 992-4855 Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 2 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 10 20 30 40 E 50 R 60 U 70 S 80 S 90 E 100 R 110 P 120 130 140 150 100 200 300 400 500 600 700 800 900 FLOW ( N ^ 1.85 ) City Water Supply:Demand: C1 C2 C1 - Static Pressure :86.85 C2 - Residual Pressure:84.78 C2 - Residual Flow :700 D1 - Elevation : 6.713 D2 - System Flow :26.334 D2 - System Pressure : 58.278 Hose ( Demand ):5 D3 - System Demand :31.334 Safety Margin : 28.565 D1 D2 D3 Water Supply Curve Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 3 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 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 9 14 Bv Ball Valve 2.25 2.25 2 2.5 2.25 10 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 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 90 Degrees)0 3 6 5 8 12 Lelbw L Copper 90 Degreel Elbow 0 2 3 3 4 6 Ltee L Copper Tee Or Cross (Flow Turned 90 Degrees)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 O *CPVC Tee - Branch 3 3 5 6 8 10 12 15 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 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch 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 Fittings Used Summary Computer Programs by Hydratec Inc. Revision: 50.5520.727 for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used Summary Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 4 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 86.85 84.78 700.0 86.843 31.33 58.278 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H1 9.5 4.9 7.04 13.0 0.05 256 H2 9.5 4.9 7.41 13.33 0.05 256 H3 9.5 10.32 H4 11.5 11.73 H5 11.5 11.73 D1 10.0 7.05 D2 10.0 7.37 1 10.0 9.68 D3 10.0 10.11 2 10.0 10.11 3 10.0 11.0 4 12.0 10.39 D4 12.0 11.51 D5 12.0 11.51 5 12.0 11.51 6 12.0 11.51 7 12.0 11.94 8 10.0 13.06 9 10.0 14.14 TOR 10.0 17.45 BOR 2.0 23.06 POC 2.0 23.83 DS 2.0 26.1 5.0 UG1 -3.0 28.72 UG2 -3.0 32.7 UG3 -1.5 32.37 M1 -1.5 33.97 M2 -1.5 38.19 UG4 -1.5 42.5 SRC -6.0 58.28 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 5 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *******Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H1 9.500 4.90 13.00 1 N 7.0 0.500 150 7.039 to 7.000 -0.217 D1 10 13.0 1.101 7.500 0.0307 0.230 Vel = 4.38 0.0 D1 13.00 7.052 K Factor = 4.90 H2 9.500 4.90 13.33 1 O 5.0 0.500 150 7.405 to 5.000 -0.217 D2 10 13.33 1.101 5.500 0.0324 0.178 Vel = 4.49 0.0 D2 13.33 7.366 K Factor = 4.91 H3 9.500 0.0 1 N 7.0 0.500 150 10.322 to 7.000 -0.217 D3 10 0.0 1.101 7.500 0.0001 0.001 Vel = 0 0.0 D3 0.0 10.106 K Factor = 0 H4 11.500 0.0 1 N 7.0 0.500 150 11.727 to 7.000 -0.217 D4 12 0.0 1.101 7.500 0.0001 0.001 Vel = 0 0.0 D4 0.0 11.511 K Factor = 0 H5 11.500 0.0 1 N 7.0 0.500 150 11.727 to 7.000 -0.217 D5 12 0.0 1.101 7.500 0.0001 0.001 Vel = 0 0.0 D5 0.0 11.511 K Factor = 0 D1 10 13.00 1 R 1.0 9.208 150 7.052 to 1.000 0.0 D2 10 13.0 1.101 10.208 0.0308 0.314 Vel = 4.38 D2 10 13.33 1 N 7.0 8.458 150 7.366 to O 5.0 12.000 0.0 1 10 26.33 1.101 20.458 0.1132 2.315 Vel = 8.87 1 10 -12.37 1 2R 2.0 10.125 150 9.681 to 2.000 0.0 2 10 13.96 1.101 12.125 0.0351 0.425 Vel = 4.70 0.0 2 13.96 10.106 K Factor = 4.39 D3 10 0.0 1 N 7.0 6.375 150 10.106 to O 5.0 12.000 0.0 2 10 0.0 1.101 18.375 0 0.0 Vel = 0 2 10 13.96 1 14R 14.0 91.208 150 10.106 to 2O 10.0 24.000 0.0 9 10 13.96 1.101 115.208 0.0350 4.033 Vel = 4.70 0.0 9 13.96 14.139 K Factor = 3.71 1 10 12.37 1 R 1.0 27.208 150 9.681 to 2N 14.0 20.000 0.0 3 10 12.37 1.101 O 5.0 47.208 0.0280 1.321 Vel = 4.17 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 6 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *******Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 3 10 0.0 1 N 7.0 2.000 150 11.002 to 7.000 -0.866 4 12 12.37 1.101 9.000 0.0279 0.251 Vel = 4.17 4 12 0.0 1 3R 3.0 37.167 150 10.387 to 3.000 0.0 6 12 12.37 1.101 40.167 0.0280 1.124 Vel = 4.17 0.0 6 12.37 11.511 K Factor = 3.65 D4 12 0.0 1 O 5.0 7.042 150 11.511 to 5.000 0.0 5 12 0.0 1.101 12.042 0 0.0 Vel = 0 0.0 5 0.0 11.511 K Factor = 0 D5 12 0.0 1 O 5.0 3.000 150 11.511 to 5.000 0.0 5 12 0.0 1.101 8.000 0 0.0 Vel = 0 5 12 0.0 1 R 1.0 12.292 150 11.511 to O 5.0 6.000 0.0 6 12 0.0 1.101 18.292 0 0.0 Vel = 0 6 12 12.37 1 N 7.0 8.250 150 11.511 to 7.000 0.0 7 12 12.37 1.101 15.250 0.0279 0.426 Vel = 4.17 7 12 0.0 1 N 7.0 2.000 150 11.937 to 7.000 0.866 8 10 12.37 1.101 9.000 0.0280 0.252 Vel = 4.17 8 10 0.0 1 5R 5.0 28.750 150 13.055 to O 5.0 10.000 0.0 9 10 12.37 1.101 38.750 0.0280 1.084 Vel = 4.17 9 10 13.96 1 O 5.0 17.292 150 14.139 to N 7.0 12.000 0.0 TOR 10 26.33 1.101 29.292 0.1132 3.316 Vel = 8.87 0.0 TOR 26.33 17.455 K Factor = 6.30 TOR 10 26.33 1 Cpcv 1.913 8.000 150 17.455 to 2R 2.0 10.912 3.465 BOR 2 26.33 1.101 N 7.0 18.912 0.1132 2.141 Vel = 8.87 BOR 2 0.0 1 Ad 3.825 3.000 150 23.061 to 3.825 0.0 POC 2 26.33 1.101 6.825 0.1131 0.772 Vel = 8.87 POC 2 0.0 1 Ltee 9.45 2.000 150 23.833 to Ad 2.7 12.150 0.0 DS 2 26.33 1.025 14.150 0.1604 2.269 Vel = 10.24 0.0 DS 26.33 26.102 K Factor = 5.15 DS 2 H5 31.33 1.5 Ad 3.808 5.000 150 26.102 to Lelbw 4.352 8.160 2.166 UG1 -3 31.33 1.505 13.160 0.0340 0.448 Vel = 5.65 UG1 -3 0.0 1.5 4E 22.749 130.000 150 28.716 to 22.749 0.0 UG2 -3 31.33 1.59 152.749 0.0261 3.983 Vel = 5.06 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 7 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *******Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf UG2 -3 0.0 1.5 E 5.687 1.500 150 32.699 to Ad 4.976 10.664 -0.650 UG3 -1.500 31.33 1.59 12.164 0.0261 0.318 Vel = 5.06 UG3 -1.500 0.0 1 Ad 2.7 1.500 150 32.367 to Bv 3.037 5.738 0.0 M1 -1.500 31.33 1.025 7.238 0.2212 1.601 Vel = 12.18 M1 -1.500 0.0 1 1.000 150 33.968 to 4.000 * * Fixed Loss = 4 M2 -1.500 31.33 1.025 1.000 0.2210 0.221 Vel = 12.18 M2 -1.500 0.0 1 Kav 16.354 0.500 150 38.189 to 16.354 0.0 UG4 -1.500 31.33 0.995 16.854 0.2556 4.308 Vel = 12.93 UG4 -1.500 0.0 1 Ad 2.336 40.000 150 42.497 to Kcs 4.766 14.111 1.949 SRC -6 31.33 0.995 Ktee 7.009 54.111 0.2556 13.832 Vel = 12.93 0.0 SRC 31.33 58.278 K Factor = 4.10 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC C-16 LICENSE # 954532 760 S. ROCHESTER AVE. SUITE B ONTARIO, CA 91761 (800) 457-7252 Job Name :Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Drawing : Location :50695 Calle Guaymas Lot 41, La Quinta CA Remote Area :W.I.C. Contract :N/A Data File :W.I.C. (1-HEAD) CALC - 20X20.wxtmp Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 1 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - Haven Enterprises Inc - 50695 CALLE GUAYMAS LOT 41 Date - 11/009/2022 Location - 50695 Calle Guaymas Lot 41, La Quinta CA Building - System No. - W.I.C. Contractor - KPS FIRE SPRINKLER‚ INC Contract No. - N/A Calculated By - BL Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-6" 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 SENJU RC-RES Model SS8464 I Elevation at Highest Outlet - Feet Size 1/2" K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required Psi Required At BOR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 12/13/2021 Rated Cap. Cap. T Time of Test - N/A @ Psi Elev. E Static (Psi) - 96.5=86.85 Elev. R Residual (Psi) - 94.2=84.78 Other Well Flow (Gpm) - 700 Proof Flow Gpm S Elevation - -6 FT P Location: HYDRANT NEAR 50710 CELLE QUITO, LA QUINTA P APN 770-094-003 L Source of Information: COACHELLA VALLEY WATER DISTRICT Y STEVE KEALER - (760) 992-4855 Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 2 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 10 20 30 40 E 50 R 60 U 70 S 80 S 90 E 100 R 110 P 120 130 140 150 100 200 300 400 500 600 700 800 900 FLOW ( N ^ 1.85 ) City Water Supply:Demand: C1 C2 C1 - Static Pressure :86.85 C2 - Residual Pressure:84.78 C2 - Residual Flow :700 D1 - Elevation : 6.713 D2 - System Flow :21.019 D2 - System Pressure : 57.040 Hose ( Demand ):5 D3 - System Demand :26.019 Safety Margin : 29.805 D1 D2 D3 Water Supply Curve Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 3 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 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 9 14 Bv Ball Valve 2.25 2.25 2 2.5 2.25 10 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 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 90 Degrees)0 3 6 5 8 12 Lelbw L Copper 90 Degreel Elbow 0 2 3 3 4 6 Ltee L Copper Tee Or Cross (Flow Turned 90 Degrees)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 O *CPVC Tee - Branch 3 3 5 6 8 10 12 15 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 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch 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 Fittings Used Summary Computer Programs by Hydratec Inc. Revision: 50.5520.727 for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used Summary Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 4 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 86.85 84.78 700.0 86.845 26.02 57.04 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H1 9.5 20.53 H2 9.5 20.53 H3 9.5 4.9 18.4 21.02 0.05 400 H4 11.5 21.28 H5 11.5 21.28 D1 10.0 20.32 D2 10.0 20.32 1 10.0 20.32 D3 10.0 18.74 2 10.0 20.11 3 10.0 21.11 4 12.0 20.39 D4 12.0 21.07 D5 12.0 21.07 5 12.0 21.07 6 12.0 21.07 7 12.0 21.32 8 10.0 22.34 9 10.0 22.99 TOR 10.0 25.18 BOR 2.0 30.05 POC 2.0 30.56 DS 2.0 32.06 5.0 UG1 -3.0 34.54 UG2 -3.0 37.36 UG3 -1.5 36.94 M1 -1.5 38.07 M2 -1.5 42.23 UG4 -1.5 45.28 SRC -6.0 57.04 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 5 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *******Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H1 9.500 0.0 1 N 7.0 0.500 150 20.534 to 7.000 -0.217 D1 10 0.0 1.101 7.500 0 0.0 Vel = 0 0.0 D1 0.0 20.317 K Factor = 0 H2 9.500 0.0 1 O 5.0 0.500 150 20.534 to 5.000 -0.217 D2 10 0.0 1.101 5.500 0 0.0 Vel = 0 0.0 D2 0.0 20.317 K Factor = 0 H3 9.500 4.90 21.02 1 N 7.0 0.500 150 18.400 to 7.000 -0.217 D3 10 21.02 1.101 7.500 0.0747 0.560 Vel = 7.08 0.0 D3 21.02 18.743 K Factor = 4.86 H4 11.500 0.0 1 N 7.0 0.500 150 21.284 to 7.000 -0.217 D4 12 0.0 1.101 7.500 0.0001 0.001 Vel = 0 0.0 D4 0.0 21.068 K Factor = 0 H5 11.500 0.0 1 N 7.0 0.500 150 21.284 to 7.000 -0.217 D5 12 0.0 1.101 7.500 0.0001 0.001 Vel = 0 0.0 D5 0.0 21.068 K Factor = 0 D1 10 0.0 1 R 1.0 9.208 150 20.317 to 1.000 0.0 D2 10 0.0 1.101 10.208 0 0.0 Vel = 0 D2 10 0.0 1 N 7.0 8.458 150 20.317 to O 5.0 12.000 0.0 1 10 0.0 1.101 20.458 0 0.0 Vel = 0 1 10 -9.38 1 2R 2.0 10.125 150 20.317 to 2.000 0.0 2 10 -9.38 1.101 12.125 -0.0167 -0.203 Vel = 3.16 0.0 2 -9.38 20.114 K Factor = -2.09 D3 10 21.02 1 N 7.0 6.375 150 18.743 to O 5.0 12.000 0.0 2 10 21.02 1.101 18.375 0.0746 1.371 Vel = 7.08 2 10 -9.38 1 14R 14.0 91.208 150 20.114 to 2O 10.0 24.000 0.0 9 10 11.64 1.101 115.208 0.0250 2.877 Vel = 3.92 0.0 9 11.64 22.991 K Factor = 2.43 1 10 9.38 1 R 1.0 27.208 150 20.317 to 2N 14.0 20.000 0.0 3 10 9.38 1.101 O 5.0 47.208 0.0168 0.792 Vel = 3.16 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 6 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *******Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 3 10 0.0 1 N 7.0 2.000 150 21.109 to 7.000 -0.866 4 12 9.38 1.101 9.000 0.0168 0.151 Vel = 3.16 4 12 0.0 1 3R 3.0 37.167 150 20.394 to 3.000 0.0 6 12 9.38 1.101 40.167 0.0168 0.674 Vel = 3.16 0.0 6 9.38 21.068 K Factor = 2.04 D4 12 0.0 1 O 5.0 7.042 150 21.068 to 5.000 0.0 5 12 0.0 1.101 12.042 0 0.0 Vel = 0 0.0 5 0.0 21.068 K Factor = 0 D5 12 0.0 1 O 5.0 3.000 150 21.068 to 5.000 0.0 5 12 0.0 1.101 8.000 0 0.0 Vel = 0 5 12 0.0 1 R 1.0 12.292 150 21.068 to O 5.0 6.000 0.0 6 12 0.0 1.101 18.292 0 0.0 Vel = 0 6 12 9.38 1 N 7.0 8.250 150 21.068 to 7.000 0.0 7 12 9.38 1.101 15.250 0.0168 0.256 Vel = 3.16 7 12 0.0 1 N 7.0 2.000 150 21.324 to 7.000 0.866 8 10 9.38 1.101 9.000 0.0168 0.151 Vel = 3.16 8 10 0.0 1 5R 5.0 28.750 150 22.341 to O 5.0 10.000 0.0 9 10 9.38 1.101 38.750 0.0168 0.650 Vel = 3.16 9 10 11.64 1 O 5.0 17.292 150 22.991 to N 7.0 12.000 0.0 TOR 10 21.02 1.101 29.292 0.0746 2.185 Vel = 7.08 0.0 TOR 21.02 25.176 K Factor = 4.19 TOR 10 21.02 1 Cpcv 1.913 8.000 150 25.176 to 2R 2.0 10.912 3.465 BOR 2 21.02 1.101 N 7.0 18.912 0.0746 1.410 Vel = 7.08 BOR 2 0.0 1 Ad 3.825 3.000 150 30.051 to 3.825 0.0 POC 2 21.02 1.101 6.825 0.0746 0.509 Vel = 7.08 POC 2 0.0 1 Ltee 9.45 2.000 150 30.560 to Ad 2.7 12.150 0.0 DS 2 21.02 1.025 14.150 0.1057 1.496 Vel = 8.17 0.0 DS 21.02 32.056 K Factor = 3.71 DS 2 H5 26.02 1.5 Ad 3.808 5.000 150 32.056 to Lelbw 4.352 8.160 2.166 UG1 -3 26.02 1.505 13.160 0.0241 0.317 Vel = 4.69 UG1 -3 0.0 1.5 4E 22.749 130.000 150 34.539 to 22.749 0.0 UG2 -3 26.02 1.59 152.749 0.0185 2.824 Vel = 4.20 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 7 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *******Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf UG2 -3 0.0 1.5 E 5.687 1.500 150 37.363 to Ad 4.976 10.664 -0.650 UG3 -1.500 26.02 1.59 12.164 0.0185 0.225 Vel = 4.20 UG3 -1.500 0.0 1 Ad 2.7 1.500 150 36.938 to Bv 3.037 5.738 0.0 M1 -1.500 26.02 1.025 7.238 0.1568 1.135 Vel = 10.12 M1 -1.500 0.0 1 1.000 150 38.073 to 4.000 * * Fixed Loss = 4 M2 -1.500 26.02 1.025 1.000 0.1570 0.157 Vel = 10.12 M2 -1.500 0.0 1 Kav 16.354 0.500 150 42.230 to 16.354 0.0 UG4 -1.500 26.02 0.995 16.854 0.1813 3.055 Vel = 10.74 UG4 -1.500 0.0 1 Ad 2.336 40.000 150 45.285 to Kcs 4.766 14.111 1.949 SRC -6 26.02 0.995 Ktee 7.009 54.111 0.1812 9.806 Vel = 10.74 0.0 SRC 26.02 57.040 K Factor = 3.45 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC C-16 LICENSE # 954532 760 S. ROCHESTER AVE. SUITE B ONTARIO, CA 91761 (800) 457-7252 Job Name :Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Drawing : Location :50695 Calle Guaymas Lot 41, La Quinta CA Remote Area :OUTDOOR LIVING2 Contract :N/A Data File :OUTDOOR LIVING 2 (2-HEAD) CALC - 16X16.wxtmp Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 1 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - Haven Enterprises Inc - 50695 CALLE GUAYMAS LOT 41 Date - 11/009/2022 Location - 50695 Calle Guaymas Lot 41, La Quinta CA Building - System No. - OUTDOOR LIVING2 Contractor - KPS FIRE SPRINKLER‚ INC Contract No. - N/A Calculated By - BL Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 11'6" 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 SENJU RC-RES Model SS4451 I Elevation at Highest Outlet - Feet Size 1/2" K-Factor 4.9 G Note: Temperature Rating 205 N Calculation Gpm Required Psi Required At BOR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 12/13/2021 Rated Cap. Cap. T Time of Test - N/A @ Psi Elev. E Static (Psi) - 96.5=86.85 Elev. R Residual (Psi) - 94.2=84.78 Other Well Flow (Gpm) - 700 Proof Flow Gpm S Elevation - -6 FT P Location: HYDRANT NEAR 50710 CELLE QUITO, LA QUINTA P APN 770-094-003 L Source of Information: COACHELLA VALLEY WATER DISTRICT Y STEVE KEALER - (760) 992-4855 Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 2 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 10 20 30 40 E 50 R 60 U 70 S 80 S 90 E 100 R 110 P 120 130 140 150 100 200 300 400 500 600 700 800 900 FLOW ( N ^ 1.85 ) City Water Supply:Demand: C1 C2 C1 - Static Pressure :86.85 C2 - Residual Pressure:84.78 C2 - Residual Flow :700 D1 - Elevation : 7.579 D2 - System Flow :26.108 D2 - System Pressure : 57.299 Hose ( Demand ):5 D3 - System Demand :31.108 Safety Margin : 29.545 D1 D2 D3 Water Supply Curve Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 3 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 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 9 14 Bv Ball Valve 2.25 2.25 2 2.5 2.25 10 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 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 90 Degrees)0 3 6 5 8 12 Lelbw L Copper 90 Degreel Elbow 0 2 3 3 4 6 Ltee L Copper Tee Or Cross (Flow Turned 90 Degrees)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 O *CPVC Tee - Branch 3 3 5 6 8 10 12 15 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 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch 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 Fittings Used Summary Computer Programs by Hydratec Inc. Revision: 50.5520.727 for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used Summary Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 4 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 86.85 84.78 700.0 86.843 31.11 57.299 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H1 9.5 11.96 H2 9.5 11.96 H3 9.5 12.14 H4 11.5 4.9 7.04 13.0 0.05 256 H5 11.5 4.9 7.16 13.11 0.05 256 D1 10.0 11.75 D2 10.0 11.75 1 10.0 11.75 D3 10.0 11.93 2 10.0 11.93 3 10.0 11.05 4 12.0 10.05 D4 12.0 7.05 D5 12.0 7.17 5 12.0 7.42 6 12.0 9.46 7 12.0 10.26 8 10.0 11.6 9 10.0 13.62 TOR 10.0 16.89 BOR 2.0 22.46 POC 2.0 23.22 DS 2.0 25.45 5.0 UG1 -3.0 28.06 UG2 -3.0 31.99 UG3 -1.5 31.65 M1 -1.5 33.23 M2 -1.5 37.45 UG4 -1.5 41.7 SRC -6.0 57.3 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 5 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *******Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H1 9.500 0.0 1 N 7.0 0.500 150 11.963 to 7.000 -0.217 D1 10 0.0 1.101 7.500 0.0001 0.001 Vel = 0 0.0 D1 0.0 11.747 K Factor = 0 H2 9.500 0.0 1 O 5.0 0.500 150 11.963 to 5.000 -0.217 D2 10 0.0 1.101 5.500 0.0002 0.001 Vel = 0 0.0 D2 0.0 11.747 K Factor = 0 H3 9.500 0.0 1 N 7.0 0.500 150 12.142 to 7.000 -0.217 D3 10 0.0 1.101 7.500 0 0.0 Vel = 0 0.0 D3 0.0 11.925 K Factor = 0 H4 11.500 4.90 13.00 1 N 7.0 0.500 150 7.039 to 7.000 -0.217 D4 12 13.0 1.101 7.500 0.0307 0.230 Vel = 4.38 0.0 D4 13.00 7.052 K Factor = 4.90 H5 11.500 4.90 13.11 1 N 7.0 0.500 150 7.156 to 7.000 -0.217 D5 12 13.11 1.101 7.500 0.0312 0.234 Vel = 4.42 0.0 D5 13.11 7.173 K Factor = 4.89 D1 10 0.0 1 R 1.0 9.208 150 11.747 to 1.000 0.0 D2 10 0.0 1.101 10.208 0 0.0 Vel = 0 D2 10 0.0 1 N 7.0 8.458 150 11.747 to O 5.0 12.000 0.0 1 10 0.0 1.101 20.458 0 0.0 Vel = 0 1 10 8.75 1 2R 2.0 10.125 150 11.747 to 2.000 0.0 2 10 8.75 1.101 12.125 0.0147 0.178 Vel = 2.95 0.0 2 8.75 11.925 K Factor = 2.53 D3 10 0.0 1 N 7.0 6.375 150 11.925 to O 5.0 12.000 0.0 2 10 0.0 1.101 18.375 0 0.0 Vel = 0 2 10 8.75 1 14R 14.0 91.208 150 11.925 to 2O 10.0 24.000 0.0 9 10 8.75 1.101 115.208 0.0147 1.699 Vel = 2.95 0.0 9 8.75 13.624 K Factor = 2.37 1 10 -8.75 1 R 1.0 27.208 150 11.747 to 2N 14.0 20.000 0.0 3 10 -8.75 1.101 O 5.0 47.208 -0.0147 -0.696 Vel = 2.95 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 6 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *******Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 3 10 0.0 1 N 7.0 2.000 150 11.051 to 7.000 -0.866 4 12 -8.75 1.101 9.000 -0.0148 -0.133 Vel = 2.95 4 12 0.0 1 3R 3.0 37.167 150 10.052 to 3.000 0.0 6 12 -8.75 1.101 40.167 -0.0147 -0.592 Vel = 2.95 0.0 6 -8.75 9.460 K Factor = -2.84 D4 12 13.00 1 O 5.0 7.042 150 7.052 to 5.000 0.0 5 12 13.0 1.101 12.042 0.0307 0.370 Vel = 4.38 0.0 5 13.00 7.422 K Factor = 4.77 D5 12 13.11 1 O 5.0 3.000 150 7.173 to 5.000 0.0 5 12 13.11 1.101 8.000 0.0311 0.249 Vel = 4.42 5 12 13.00 1 R 1.0 12.292 150 7.422 to O 5.0 6.000 0.0 6 12 26.11 1.101 18.292 0.1114 2.038 Vel = 8.80 6 12 -8.75 1 N 7.0 8.250 150 9.460 to 7.000 0.0 7 12 17.36 1.101 15.250 0.0523 0.798 Vel = 5.85 7 12 0.0 1 N 7.0 2.000 150 10.258 to 7.000 0.866 8 10 17.36 1.101 9.000 0.0523 0.471 Vel = 5.85 8 10 0.0 1 5R 5.0 28.750 150 11.595 to O 5.0 10.000 0.0 9 10 17.36 1.101 38.750 0.0524 2.029 Vel = 5.85 9 10 8.75 1 O 5.0 17.292 150 13.624 to N 7.0 12.000 0.0 TOR 10 26.11 1.101 29.292 0.1114 3.263 Vel = 8.80 0.0 TOR 26.11 16.887 K Factor = 6.35 TOR 10 26.11 1 Cpcv 1.913 8.000 150 16.887 to 2R 2.0 10.912 3.465 BOR 2 26.11 1.101 N 7.0 18.912 0.1114 2.107 Vel = 8.80 BOR 2 0.0 1 Ad 3.825 3.000 150 22.459 to 3.825 0.0 POC 2 26.11 1.101 6.825 0.1114 0.760 Vel = 8.80 POC 2 0.0 1 Ltee 9.45 2.000 150 23.219 to Ad 2.7 12.150 0.0 DS 2 26.11 1.025 14.150 0.1578 2.233 Vel = 10.15 0.0 DS 26.11 25.452 K Factor = 5.18 DS 2 H5 31.11 1.5 Ad 3.808 5.000 150 25.452 to Lelbw 4.352 8.160 2.166 UG1 -3 31.11 1.505 13.160 0.0336 0.442 Vel = 5.61 UG1 -3 0.0 1.5 4E 22.749 130.000 150 28.060 to 22.749 0.0 UG2 -3 31.11 1.59 152.749 0.0257 3.930 Vel = 5.03 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 7 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *******Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf UG2 -3 0.0 1.5 E 5.687 1.500 150 31.990 to Ad 4.976 10.664 -0.650 UG3 -1.500 31.11 1.59 12.164 0.0257 0.313 Vel = 5.03 UG3 -1.500 0.0 1 Ad 2.7 1.500 150 31.653 to Bv 3.037 5.738 0.0 M1 -1.500 31.11 1.025 7.238 0.2183 1.580 Vel = 12.10 M1 -1.500 0.0 1 1.000 150 33.233 to 4.000 * * Fixed Loss = 4 M2 -1.500 31.11 1.025 1.000 0.2180 0.218 Vel = 12.10 M2 -1.500 0.0 1 Kav 16.354 0.500 150 37.451 to 16.354 0.0 UG4 -1.500 31.11 0.995 16.854 0.2522 4.251 Vel = 12.84 UG4 -1.500 0.0 1 Ad 2.336 40.000 150 41.702 to Kcs 4.766 14.111 1.949 SRC -6 31.11 0.995 Ktee 7.009 54.111 0.2522 13.648 Vel = 12.84 0.0 SRC 31.11 57.299 K Factor = 4.11 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC C-16 LICENSE # 954532 760 S. ROCHESTER AVE. SUITE B ONTARIO, CA 91761 (800) 457-7252 Job Name :Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Drawing : Location :50695 Calle Guaymas Lot 41, La Quinta CA Remote Area :PRIMARY BEDROOM Contract :N/A Data File :PRIMARY BEDROOM (2-HEAD) CALC - 16X16.wxtmp Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 1 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - Haven Enterprises Inc - 50695 CALLE GUAYMAS LOT 41 Date - 11/009/2022 Location - 50695 Calle Guaymas Lot 41, La Quinta CA Building - System No. - PRIMARY BEDROOM Contractor - KPS FIRE SPRINKLER‚ INC Contract No. - N/A Calculated By - BL Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-6" 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 SENJU RC-RES Model SS8464 I Elevation at Highest Outlet - 19'-4"Feet Size 1/2" K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required Psi Required At BOR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 12/13/2021 Rated Cap. Cap. T Time of Test - N/A @ Psi Elev. E Static (Psi) - 96.5=86.85 Elev. R Residual (Psi) - 94.2=84.78 Other Well Flow (Gpm) - 700 Proof Flow Gpm S Elevation - -6 FT P Location: HYDRANT NEAR 50710 CELLE QUITO, LA QUINTA P APN 770-094-003 L Source of Information: COACHELLA VALLEY WATER DISTRICT Y STEVE KEALER - (760) 992-4855 Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 2 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 10 20 30 40 E 50 R 60 U 70 S 80 S 90 E 100 R 110 P 120 130 140 150 100 200 300 400 500 600 700 800 900 FLOW ( N ^ 1.85 ) City Water Supply:Demand: C1 C2 C1 - Static Pressure :86.85 C2 - Residual Pressure:84.78 C2 - Residual Flow :700 D1 - Elevation : 6.713 D2 - System Flow :26.334 D2 - System Pressure : 58.278 Hose ( Demand ):5 D3 - System Demand :31.334 Safety Margin : 28.565 D1 D2 D3 Water Supply Curve Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 3 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 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 9 14 Bv Ball Valve 2.25 2.25 2 2.5 2.25 10 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 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 90 Degrees)0 3 6 5 8 12 Lelbw L Copper 90 Degreel Elbow 0 2 3 3 4 6 Ltee L Copper Tee Or Cross (Flow Turned 90 Degrees)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 O *CPVC Tee - Branch 3 3 5 6 8 10 12 15 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 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch 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 Fittings Used Summary Computer Programs by Hydratec Inc. Revision: 50.5520.727 for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used Summary Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 4 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 86.85 84.78 700.0 86.843 31.33 58.278 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H1 9.5 4.9 7.04 13.0 0.05 256 H2 9.5 4.9 7.41 13.33 0.05 256 H3 9.5 10.32 H4 11.5 11.73 H5 11.5 11.73 D1 10.0 7.05 D2 10.0 7.37 1 10.0 9.68 D3 10.0 10.11 2 10.0 10.11 3 10.0 11.0 4 12.0 10.39 D4 12.0 11.51 D5 12.0 11.51 5 12.0 11.51 6 12.0 11.51 7 12.0 11.94 8 10.0 13.06 9 10.0 14.14 TOR 10.0 17.45 BOR 2.0 23.06 POC 2.0 23.83 DS 2.0 26.1 5.0 UG1 -3.0 28.72 UG2 -3.0 32.7 UG3 -1.5 32.37 M1 -1.5 33.97 M2 -1.5 38.19 UG4 -1.5 42.5 SRC -6.0 58.28 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 5 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *******Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H1 9.500 4.90 13.00 1 N 7.0 0.500 150 7.039 to 7.000 -0.217 D1 10 13.0 1.101 7.500 0.0307 0.230 Vel = 4.38 0.0 D1 13.00 7.052 K Factor = 4.90 H2 9.500 4.90 13.33 1 O 5.0 0.500 150 7.405 to 5.000 -0.217 D2 10 13.33 1.101 5.500 0.0324 0.178 Vel = 4.49 0.0 D2 13.33 7.366 K Factor = 4.91 H3 9.500 0.0 1 N 7.0 0.500 150 10.322 to 7.000 -0.217 D3 10 0.0 1.101 7.500 0.0001 0.001 Vel = 0 0.0 D3 0.0 10.106 K Factor = 0 H4 11.500 0.0 1 N 7.0 0.500 150 11.727 to 7.000 -0.217 D4 12 0.0 1.101 7.500 0.0001 0.001 Vel = 0 0.0 D4 0.0 11.511 K Factor = 0 H5 11.500 0.0 1 N 7.0 0.500 150 11.727 to 7.000 -0.217 D5 12 0.0 1.101 7.500 0.0001 0.001 Vel = 0 0.0 D5 0.0 11.511 K Factor = 0 D1 10 13.00 1 R 1.0 9.208 150 7.052 to 1.000 0.0 D2 10 13.0 1.101 10.208 0.0308 0.314 Vel = 4.38 D2 10 13.33 1 N 7.0 8.458 150 7.366 to O 5.0 12.000 0.0 1 10 26.33 1.101 20.458 0.1132 2.315 Vel = 8.87 1 10 -12.37 1 2R 2.0 10.125 150 9.681 to 2.000 0.0 2 10 13.96 1.101 12.125 0.0351 0.425 Vel = 4.70 0.0 2 13.96 10.106 K Factor = 4.39 D3 10 0.0 1 N 7.0 6.375 150 10.106 to O 5.0 12.000 0.0 2 10 0.0 1.101 18.375 0 0.0 Vel = 0 2 10 13.96 1 14R 14.0 91.208 150 10.106 to 2O 10.0 24.000 0.0 9 10 13.96 1.101 115.208 0.0350 4.033 Vel = 4.70 0.0 9 13.96 14.139 K Factor = 3.71 1 10 12.37 1 R 1.0 27.208 150 9.681 to 2N 14.0 20.000 0.0 3 10 12.37 1.101 O 5.0 47.208 0.0280 1.321 Vel = 4.17 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 6 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *******Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 3 10 0.0 1 N 7.0 2.000 150 11.002 to 7.000 -0.866 4 12 12.37 1.101 9.000 0.0279 0.251 Vel = 4.17 4 12 0.0 1 3R 3.0 37.167 150 10.387 to 3.000 0.0 6 12 12.37 1.101 40.167 0.0280 1.124 Vel = 4.17 0.0 6 12.37 11.511 K Factor = 3.65 D4 12 0.0 1 O 5.0 7.042 150 11.511 to 5.000 0.0 5 12 0.0 1.101 12.042 0 0.0 Vel = 0 0.0 5 0.0 11.511 K Factor = 0 D5 12 0.0 1 O 5.0 3.000 150 11.511 to 5.000 0.0 5 12 0.0 1.101 8.000 0 0.0 Vel = 0 5 12 0.0 1 R 1.0 12.292 150 11.511 to O 5.0 6.000 0.0 6 12 0.0 1.101 18.292 0 0.0 Vel = 0 6 12 12.37 1 N 7.0 8.250 150 11.511 to 7.000 0.0 7 12 12.37 1.101 15.250 0.0279 0.426 Vel = 4.17 7 12 0.0 1 N 7.0 2.000 150 11.937 to 7.000 0.866 8 10 12.37 1.101 9.000 0.0280 0.252 Vel = 4.17 8 10 0.0 1 5R 5.0 28.750 150 13.055 to O 5.0 10.000 0.0 9 10 12.37 1.101 38.750 0.0280 1.084 Vel = 4.17 9 10 13.96 1 O 5.0 17.292 150 14.139 to N 7.0 12.000 0.0 TOR 10 26.33 1.101 29.292 0.1132 3.316 Vel = 8.87 0.0 TOR 26.33 17.455 K Factor = 6.30 TOR 10 26.33 1 Cpcv 1.913 8.000 150 17.455 to 2R 2.0 10.912 3.465 BOR 2 26.33 1.101 N 7.0 18.912 0.1132 2.141 Vel = 8.87 BOR 2 0.0 1 Ad 3.825 3.000 150 23.061 to 3.825 0.0 POC 2 26.33 1.101 6.825 0.1131 0.772 Vel = 8.87 POC 2 0.0 1 Ltee 9.45 2.000 150 23.833 to Ad 2.7 12.150 0.0 DS 2 26.33 1.025 14.150 0.1604 2.269 Vel = 10.24 0.0 DS 26.33 26.102 K Factor = 5.15 DS 2 H5 31.33 1.5 Ad 3.808 5.000 150 26.102 to Lelbw 4.352 8.160 2.166 UG1 -3 31.33 1.505 13.160 0.0340 0.448 Vel = 5.65 UG1 -3 0.0 1.5 4E 22.749 130.000 150 28.716 to 22.749 0.0 UG2 -3 31.33 1.59 152.749 0.0261 3.983 Vel = 5.06 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 7 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *******Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf UG2 -3 0.0 1.5 E 5.687 1.500 150 32.699 to Ad 4.976 10.664 -0.650 UG3 -1.500 31.33 1.59 12.164 0.0261 0.318 Vel = 5.06 UG3 -1.500 0.0 1 Ad 2.7 1.500 150 32.367 to Bv 3.037 5.738 0.0 M1 -1.500 31.33 1.025 7.238 0.2212 1.601 Vel = 12.18 M1 -1.500 0.0 1 1.000 150 33.968 to 4.000 * * Fixed Loss = 4 M2 -1.500 31.33 1.025 1.000 0.2210 0.221 Vel = 12.18 M2 -1.500 0.0 1 Kav 16.354 0.500 150 38.189 to 16.354 0.0 UG4 -1.500 31.33 0.995 16.854 0.2556 4.308 Vel = 12.93 UG4 -1.500 0.0 1 Ad 2.336 40.000 150 42.497 to Kcs 4.766 14.111 1.949 SRC -6 31.33 0.995 Ktee 7.009 54.111 0.2556 13.832 Vel = 12.93 0.0 SRC 31.33 58.278 K Factor = 4.10 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC C-16 LICENSE # 954532 760 S. ROCHESTER AVE. SUITE B ONTARIO, CA 91761 (800) 457-7252 Job Name :Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Drawing : Location :50695 Calle Guaymas Lot 41, La Quinta CA Remote Area :W.I.C. Contract :N/A Data File :W.I.C. (1-HEAD) CALC - 20X20.wxtmp Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 1 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - Haven Enterprises Inc - 50695 CALLE GUAYMAS LOT 41 Date - 11/009/2022 Location - 50695 Calle Guaymas Lot 41, La Quinta CA Building - System No. - W.I.C. Contractor - KPS FIRE SPRINKLER‚ INC Contract No. - N/A Calculated By - BL Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-6" 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 SENJU RC-RES Model SS8464 I Elevation at Highest Outlet - Feet Size 1/2" K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required Psi Required At BOR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 12/13/2021 Rated Cap. Cap. T Time of Test - N/A @ Psi Elev. E Static (Psi) - 96.5=86.85 Elev. R Residual (Psi) - 94.2=84.78 Other Well Flow (Gpm) - 700 Proof Flow Gpm S Elevation - -6 FT P Location: HYDRANT NEAR 50710 CELLE QUITO, LA QUINTA P APN 770-094-003 L Source of Information: COACHELLA VALLEY WATER DISTRICT Y STEVE KEALER - (760) 992-4855 Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 2 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 10 20 30 40 E 50 R 60 U 70 S 80 S 90 E 100 R 110 P 120 130 140 150 100 200 300 400 500 600 700 800 900 FLOW ( N ^ 1.85 ) City Water Supply:Demand: C1 C2 C1 - Static Pressure :86.85 C2 - Residual Pressure:84.78 C2 - Residual Flow :700 D1 - Elevation : 6.713 D2 - System Flow :21.019 D2 - System Pressure : 57.040 Hose ( Demand ):5 D3 - System Demand :26.019 Safety Margin : 29.805 D1 D2 D3 Water Supply Curve Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 3 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 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 9 14 Bv Ball Valve 2.25 2.25 2 2.5 2.25 10 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 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 90 Degrees)0 3 6 5 8 12 Lelbw L Copper 90 Degreel Elbow 0 2 3 3 4 6 Ltee L Copper Tee Or Cross (Flow Turned 90 Degrees)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 O *CPVC Tee - Branch 3 3 5 6 8 10 12 15 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 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch 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 Fittings Used Summary Computer Programs by Hydratec Inc. Revision: 50.5520.727 for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used Summary Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 4 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 86.85 84.78 700.0 86.845 26.02 57.04 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H1 9.5 20.53 H2 9.5 20.53 H3 9.5 4.9 18.4 21.02 0.05 400 H4 11.5 21.28 H5 11.5 21.28 D1 10.0 20.32 D2 10.0 20.32 1 10.0 20.32 D3 10.0 18.74 2 10.0 20.11 3 10.0 21.11 4 12.0 20.39 D4 12.0 21.07 D5 12.0 21.07 5 12.0 21.07 6 12.0 21.07 7 12.0 21.32 8 10.0 22.34 9 10.0 22.99 TOR 10.0 25.18 BOR 2.0 30.05 POC 2.0 30.56 DS 2.0 32.06 5.0 UG1 -3.0 34.54 UG2 -3.0 37.36 UG3 -1.5 36.94 M1 -1.5 38.07 M2 -1.5 42.23 UG4 -1.5 45.28 SRC -6.0 57.04 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 5 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *******Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H1 9.500 0.0 1 N 7.0 0.500 150 20.534 to 7.000 -0.217 D1 10 0.0 1.101 7.500 0 0.0 Vel = 0 0.0 D1 0.0 20.317 K Factor = 0 H2 9.500 0.0 1 O 5.0 0.500 150 20.534 to 5.000 -0.217 D2 10 0.0 1.101 5.500 0 0.0 Vel = 0 0.0 D2 0.0 20.317 K Factor = 0 H3 9.500 4.90 21.02 1 N 7.0 0.500 150 18.400 to 7.000 -0.217 D3 10 21.02 1.101 7.500 0.0747 0.560 Vel = 7.08 0.0 D3 21.02 18.743 K Factor = 4.86 H4 11.500 0.0 1 N 7.0 0.500 150 21.284 to 7.000 -0.217 D4 12 0.0 1.101 7.500 0.0001 0.001 Vel = 0 0.0 D4 0.0 21.068 K Factor = 0 H5 11.500 0.0 1 N 7.0 0.500 150 21.284 to 7.000 -0.217 D5 12 0.0 1.101 7.500 0.0001 0.001 Vel = 0 0.0 D5 0.0 21.068 K Factor = 0 D1 10 0.0 1 R 1.0 9.208 150 20.317 to 1.000 0.0 D2 10 0.0 1.101 10.208 0 0.0 Vel = 0 D2 10 0.0 1 N 7.0 8.458 150 20.317 to O 5.0 12.000 0.0 1 10 0.0 1.101 20.458 0 0.0 Vel = 0 1 10 -9.38 1 2R 2.0 10.125 150 20.317 to 2.000 0.0 2 10 -9.38 1.101 12.125 -0.0167 -0.203 Vel = 3.16 0.0 2 -9.38 20.114 K Factor = -2.09 D3 10 21.02 1 N 7.0 6.375 150 18.743 to O 5.0 12.000 0.0 2 10 21.02 1.101 18.375 0.0746 1.371 Vel = 7.08 2 10 -9.38 1 14R 14.0 91.208 150 20.114 to 2O 10.0 24.000 0.0 9 10 11.64 1.101 115.208 0.0250 2.877 Vel = 3.92 0.0 9 11.64 22.991 K Factor = 2.43 1 10 9.38 1 R 1.0 27.208 150 20.317 to 2N 14.0 20.000 0.0 3 10 9.38 1.101 O 5.0 47.208 0.0168 0.792 Vel = 3.16 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 6 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *******Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 3 10 0.0 1 N 7.0 2.000 150 21.109 to 7.000 -0.866 4 12 9.38 1.101 9.000 0.0168 0.151 Vel = 3.16 4 12 0.0 1 3R 3.0 37.167 150 20.394 to 3.000 0.0 6 12 9.38 1.101 40.167 0.0168 0.674 Vel = 3.16 0.0 6 9.38 21.068 K Factor = 2.04 D4 12 0.0 1 O 5.0 7.042 150 21.068 to 5.000 0.0 5 12 0.0 1.101 12.042 0 0.0 Vel = 0 0.0 5 0.0 21.068 K Factor = 0 D5 12 0.0 1 O 5.0 3.000 150 21.068 to 5.000 0.0 5 12 0.0 1.101 8.000 0 0.0 Vel = 0 5 12 0.0 1 R 1.0 12.292 150 21.068 to O 5.0 6.000 0.0 6 12 0.0 1.101 18.292 0 0.0 Vel = 0 6 12 9.38 1 N 7.0 8.250 150 21.068 to 7.000 0.0 7 12 9.38 1.101 15.250 0.0168 0.256 Vel = 3.16 7 12 0.0 1 N 7.0 2.000 150 21.324 to 7.000 0.866 8 10 9.38 1.101 9.000 0.0168 0.151 Vel = 3.16 8 10 0.0 1 5R 5.0 28.750 150 22.341 to O 5.0 10.000 0.0 9 10 9.38 1.101 38.750 0.0168 0.650 Vel = 3.16 9 10 11.64 1 O 5.0 17.292 150 22.991 to N 7.0 12.000 0.0 TOR 10 21.02 1.101 29.292 0.0746 2.185 Vel = 7.08 0.0 TOR 21.02 25.176 K Factor = 4.19 TOR 10 21.02 1 Cpcv 1.913 8.000 150 25.176 to 2R 2.0 10.912 3.465 BOR 2 21.02 1.101 N 7.0 18.912 0.0746 1.410 Vel = 7.08 BOR 2 0.0 1 Ad 3.825 3.000 150 30.051 to 3.825 0.0 POC 2 21.02 1.101 6.825 0.0746 0.509 Vel = 7.08 POC 2 0.0 1 Ltee 9.45 2.000 150 30.560 to Ad 2.7 12.150 0.0 DS 2 21.02 1.025 14.150 0.1057 1.496 Vel = 8.17 0.0 DS 21.02 32.056 K Factor = 3.71 DS 2 H5 26.02 1.5 Ad 3.808 5.000 150 32.056 to Lelbw 4.352 8.160 2.166 UG1 -3 26.02 1.505 13.160 0.0241 0.317 Vel = 4.69 UG1 -3 0.0 1.5 4E 22.749 130.000 150 34.539 to 22.749 0.0 UG2 -3 26.02 1.59 152.749 0.0185 2.824 Vel = 4.20 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 7 Haven Enterprises Inc - 50695 Calle Guaymas Lot 41 Date 11/09/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *******Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf UG2 -3 0.0 1.5 E 5.687 1.500 150 37.363 to Ad 4.976 10.664 -0.650 UG3 -1.500 26.02 1.59 12.164 0.0185 0.225 Vel = 4.20 UG3 -1.500 0.0 1 Ad 2.7 1.500 150 36.938 to Bv 3.037 5.738 0.0 M1 -1.500 26.02 1.025 7.238 0.1568 1.135 Vel = 10.12 M1 -1.500 0.0 1 1.000 150 38.073 to 4.000 * * Fixed Loss = 4 M2 -1.500 26.02 1.025 1.000 0.1570 0.157 Vel = 10.12 M2 -1.500 0.0 1 Kav 16.354 0.500 150 42.230 to 16.354 0.0 UG4 -1.500 26.02 0.995 16.854 0.1813 3.055 Vel = 10.74 UG4 -1.500 0.0 1 Ad 2.336 40.000 150 45.285 to Kcs 4.766 14.111 1.949 SRC -6 26.02 0.995 Ktee 7.009 54.111 0.1812 9.806 Vel = 10.74 0.0 SRC 26.02 57.040 K Factor = 3.45 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org December 19, 2022 KPS Re: Residential Fire Sprinkler Plan Review – Lot 41 FSS2022-0437 / 50695 Calle Guaymas The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions. Permanently marked identification signs shall be attached to all control valves. The following inspections/tests are required to be witnessed by Office of the Fire Marshal Staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure. *No jacketed electrical and data wiring shall be in contact with, nor have the potential to contact CPVC piping once insulation is installed. (b) Final inspection The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 48 hours in advance and may be arranged by calling (760)777-7131. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Rebecca Winscott - Fire Safety Specialist 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131 RIVERSIDE COUNTY FIRE PROTECTION PLANNING RECORD OF INSPECTIONS / PERMIT CARD THIS CARD IS TO REMAIN ON SITE AT ALL TIMES. INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE. JOB ADDRESS: 50695 Calle Guaymas PERMIT#: FSS2022-0437 DATE ISSUED: 121922 DESCRIPTION: Lot 41 – Residence CONTRACTOR: KPS HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS Thrust block pre-pour Door fan test UG rough piping Abort test UG hydro Mechanical shutdown Flush Detector test Final E F Deluge/pre-action SPRINKLER U.G. Final E F Thrust block pre-pour UST/AST TANK UG rough piping Installation UG hydro Removal Flush Emergency shut off Final E F Primary piping FIRE SPRINKLER Secondary piping Weld inspection Dispensers & shear valves Overhead rough piping Final E F Overhead hydro MISC. INSPECTIONS UG flush / OK to connect Spray booths Main drain/inspectors’ test Hood/duct extinguishing High pile storage High pile rack storage In-rack sprinklers H.P. vents/access/corridors Hose racks Tract access/hydrant verification Final E F Access & Address verification HOOD EXTINGUISHING OTHER CONST. PERMIT Detection system Function test Gas/electrical shut-off Nozzle model/placement Fire alarm connection Final E F SPRAY BOOTHS FIRE CODE PERMIT(S) Installation Air flow test Mechanical interlock Extinguishing system Fire alarm connection Final E F FIRE ALARM KNOX SYSTEM Rough-wire inspection Building Knox box Function test Gate access Knox box/padlock Duct detectors/velocity BUILDING INSPECTIONS 24 hr. battery test T/I final Sprinkler monitoring Shell final Final E F Final for occupancy FINAL INSPECTION DATE: INSPECTORS SIGNATURE: **WHEN CALLING FOR AN INSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ON REVERSE SIDE** 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131 INSPECTION NOTES 1. Sway bracing and hangers will be inspected at the time of rough piping inspection. 2. All required hydrostatic pressure tests shall maintain 200 psi for a 2-hour duration. (EX: Residential Fire Sprinkler Systems) 3. Fire sprinkler system remodels: if indicated on plans or this card, a hydrostatic pressure test shall be required. 4. All underground joints and thrusts blocks shall be exposed and readily visible during the hydrostatic test. 5. Contractor shall supply all testing equipment, access and operating instructions at time of test. 6. All systems shall be inspected, tested, and approved by a Fire Inspector before any work is started that may cause the affected system to be covered or hidden. POLICIES ON FIELD INSPECTIONS A. INSPECTION REQUESTS: Inspections are made subject to availability. Please have the permit number available when scheduling inspections. For City of La Quinta inspections call: (760) 777-7131. B. APPROVED PLANS: Shall be kept on the job site at all times that work is in progress. Work shall NOT commence without approved plans. C. INSPECTION REQUESTS: As required by the California Fire Code, the appropriate installing contractor shall be required to schedule the necessary inspections and be present on site for inspections. D. RE-INSPECTIONS: Will be charged against a permit when an inspection has failed, is not ready, the responsible party not on site or where previously noted corrections have not been completed. E. COMMODITIES: Unless otherwise noted on approved plans or letter of conditions, no commodities shall be entered into the structure until clearance has been granted by the Fire Dept and Building Official. F. OCCUPANCY: Buildings shall NOT be occupied by persons other than construction workers until a Final Fire Clearance has been granted by the Fire Dept and a Certificate for Occupancy has been issued by the Building Official. INSPECTION NOTES: THIS CARD IS REQURIED TO BE POSTED AT THE CONSTRUCTION SITE. THIS CARD AND APPROVED PLANS MUST BE AVAILABLE AT THE CONSTRUCTION SITE FOR ALL INSPECTIONS. THIS PERMIT SHALL EXPIRE AND BECOME NULL AND VOID IF THE WORK AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS OR MORE. THIS PERMIT IS FOR FIRE DEPARTMENT APPROVAL ONLY AND DOES NOT INTEND TO ABROGATE MORE RESTRICTIVE REQUIREMENTS OF OTHER AGENCIES HAVING RESPONSIBILITY.