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FSS2022-0436ADDITIONAL 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 DESERT CLUB ESTATES 50710 CALLE QUITO LA QUINTA CA 92253 (909)980-9222 CONDITIONS Description: DESERT CLUB / FIRES SPRINKLERS / BRES2021-0708 Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: FINALED Applied: 11/23/2022 ECON Parcel No: 770094003 Site Address: 50710 CALLE QUITO LA QUINTA,CA 92253 Approved: 12/19/2022 RWI Subdivision: DESERT CLUB TR UNIT 5 Block: Lot: 48 Issued: ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 6/30/2023 LRO Valuation: $9,500.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 50710 CALLE QUITO LOT 48 FINANCIAL INFORMATION Printed: Thursday, July 20, 2023 3:56:08 PM 1 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0436 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD HYRO KHET 12/29/2022 12/29/2022 APPROVED No leaks OVERHEAD ROUGH PIPING KHET 12/29/2022 12/29/2022 DISAPPROVE D SEE NOTES *As-Built Plans required prior to final inspection. Reinspection required: - Add head in hall due to over-sized shadow area. - Need to confirm protection against contact with jacketed electrical wiring throughout. DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE FAILED OR ADDITIONAL FIELD INSPECTIONS (EXCESSIVE) EACH 101-0000-42421 0 $175.00 $175.00 12/30/22 WEB13944 779527623 CREDIT 954532 ECON 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: $592.00 $592.00 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:$611.00 $611.00 Printed: Thursday, July 20, 2023 3:56:08 PM 2 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0436 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 11/23/2022 Etrakit Contractor 1ST SUBMITTAL HYDRAULIC CALCS 50710 CALLE QUITO LOT 48 - CALCULATIONS.pdf 1 DOC 11/23/2022 Etrakit Contractor 1ST SUBMITTAL FIRE FLOW 50710 CALLE QUITO LOT 48 - FIRE FLOW TEST.pdf 1 DOC 11/23/2022 Etrakit Contractor 1ST SUBMITTAL PLAN 50710 CALLE QUITO LOT 48 - FIRE SPRINKLER PLAN.pdf 1 DOC 11/23/2022 Etrakit Contractor 1ST SUBMITTAL CUT SHEETS 50710 CALLE QUITO LOT 48 - FS MATERIAL BROCHURE.pdf 1 DOC 6/20/2023 Etrakit Contractor Calculations Delta 1 50710 CALLE QUITO LOT 48 CALCULATIONS DELTA 1.pdf 1 BOND INFORMATION OVERHEAD ROUGH PIPING KHET 1/4/2023 1/4/2023 APPROVED FIRE FINAL**LRO 6/30/2023 6/30/2023 APPROVED REVIEWS 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) PARENT PROJECTS Printed: Thursday, July 20, 2023 3:56:08 PM 3 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0436 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 6/20/2023 Etrakit Contractor Fire Sprinkler Plan Delta 1 50710 CALLE QUITO LOT 48 FIRE SPRINKLER PLAN DELTA 1.pdf 1 DOC 6/20/2023 Etrakit Contractor FS Material Brochure Delta 1 50710 CALLE QUITO LOT 48 FS MATERIAL BROCHURE DELTA 1.pdf 1 DOC 6/20/2023 Etrakit Contractor Inspector Notes FSS222 0436 12 29 2722 Insp Notes (50710 Calle Quito Lot 48).pdf 1 DOC 12/29/2022 KOHL HETRICK FSS222-0436 12-29-2722 - Insp Notes.pdf FSS222-0436 12-29-2722 - Insp Notes.pdf 1 DOC 6/27/2023 KOHL HETRICK FSS2022-0436 - AS- BUILTS - APPROVED.pdf FSS2022-0436 - AS- BUILTS - APPROVED.pdf 1 DOC 12/19/2022 REBECCA WINSCOTT LQ FSS2022-0436 Lot 48 COA.pdf LQ FSS2022-0436 Lot 48 COA.pdf 1 DOC 12/19/2022 REBECCA WINSCOTT LQ FSS2022-0436 Lot 48 APPROVED.pdf LQ FSS2022-0436 Lot 48 APPROVED.pdf 1 Printed: Thursday, July 20, 2023 3:56:08 PM 4 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0436 FSS2022-0436 AS-BUILTS JSDJJJEFSD COSD COEFJSDJSD COSDEFJJEFEFFP-3AFP-3BFP-3CR3'-0"R3'-0"R3'-0"R3'-0"R3'-0"R3'-0"R3'-0"GARAGE9'-6"BATH 29'-6"W.I.C.9'-6"COATS9'-6"DROP9'-6"BEDROOM 29'-6"20'X20'HALL9'-6"OUTDOOR LIVING #39'-6"RETURNAIRHALL9'-6"LAU.9'-6"BEDROOM 39'-6"20'X20'W.I.C.9'-6"BATH 39'-6"W.I.C.9'-6"PREP. KITCHEN9'-6"20'X20'RETURNAIRDEN/OFFICE9'-6"ENTRY9'-6"PORCH9'-6"PDR.9'-6"PRIMARY BEDROOM9'-6"20'X20'HALL9'-6"W.I.C.9'-6"20'X20'HALL9'-6"TOILET9'-6"HALL9'-6"PRIMARY BATH9'-6"20'X20'OUTDOOR LIVING #19'-6"OUTDOOR LIVING #29'-6"DINING12'-1"KITCHEN12'-1"GREAT ROOM12'-1"R3'-0"PORTICO12'-1"LINTELLINTELLINTELLINTELLINTELLINTELLINTELLINTELLINTELLINTELLINTELLINTELLINTEL LINTEL LINTEL LINTEL LINTEL LINTEL LINTELATTICACCESSFAU INSIDE ATTICSEE FAU NOTEON THIS SHEET ATTICACCESSFAU INSIDE ATTIC SEE FAU NOTE ON THIS SHEET RETURNAIRRETURNAIRSOFFIT9'-6"1" FIRE SPRINKLER TORBORRISER WITH ACCESSPANEL ACCESSIBLE INSIDE GARAGE, SEESHEET FP-1 RISER DETAIL. 20'X20'LINTEL HEAT ZONE HEAT ZONE FIRE PLACE 5'-5"4'-6"2'-8"8'-6"15'-212"6'-812"7'-0"13'-6"7'-1012"2'-6"4'-0"4'-512"3'-6"8'-1112"10'-0"5'-412"4'-8"1'-10"1'-8"4'-11"1'-9"3'-5"8'-5"3'-5"3'-11"4'-012"10'-0"9'-412"6'-1"4'-812"9'-012"10'-0"4'-7"3'-6"3'-9"2'-4"3'-9"2'-812"10'-0"4'-8"6'-6"4'-6"2'-0"9'-8"4'-912"9'-412"6'-312"14'-8"3'-8"13'-8"16'-0"7'-3"3'-8"14'-8"3'-8"4'-1112"10'-512"5'-8"5'-81 2"5'-81 2"7'-5"5'-91 2" 5'-9"4'-10"5'-81 2"1'-8"10'-0"4'-1" 4'-11 2"3'-512"4'-2"4'-10" 9'-61 2"4'-111 2"4'-9"7'-6"7'-6"4'-312"2'-31 2" 3'-11"3'-712"7'-6"16'-0"15'-3"10'-3"4'-0"7'-10"4'-9" 4'-9"2'-3"3'-6"3'-61 2" 4'-1"8'-0"1'-212"4'-912"8'-0"12138956SHADOW7 SQ FTSEE NOTE CH4D4D1H1D2H2D3H3H5D51210113471415FIRE SPRINKLER 1ST FLOOR PLANSCALE: ¼"=1'-0"GREAT ROOMMOST DEMANDING16' X 16' SPACING OUTDOOR LIVING #2PROOF CALCULATION16' X 16' SPACING PRIMARY BATHMOST DEMANDING20'X20' SPACING LINE OF CEILINGHEIGHT CHANGELINE 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 EDITIONPRIMARY BATH1.051 HEAD CALC.21.01928.53026.01955.519400 (20'X20')31.326NOTE:-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 EDITIONGREAT ROOM2.052 HEAD CALC.26.29620.47131.29655.625256 (16' X 16') 31.218RESIDUAL 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.26.00719.55931.00754.231256 (16' X 16') 32.612SENJU1/2"162°CONCEALED4.9SS8464FAST 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"205°CONCEALED4.9SS4451FAST RESPONSEFire ♦ Security ♦ Connectivity 760 S. ROCHESTER AVE. STE B ONTARIO, CA 91761 PH: (909)980-9222 C-16 LIC# 954532 FAX: (909)980-44777.5.6 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.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 3297 888 3297 N/A N/A APN # 770-094-003 Haven Enterprises Inc 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 - 50710 CALLE QUITO LOT 48 Drawing : Location :50710 CALLE QUITO - LOT 48, LA QUINTA, CA 92253 Remote Area :GREAT ROOM Contract :N/A Data File :GREAT ROOM (2-HEAD) CALC - 16X16.wxtmp Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 1 Haven Enterprises Inc - 50710 CALLE QUITO LOT 48 Date 11/09/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - Haven Enterprises Inc - 50710 CALLE QUITO LOT 48 Date - 11/09/2022 Location - 50710 CALLE QUITO - LOT 48, LA QUINTA, CA 92253 Building - System No. - GREAT ROOM Contractor - KPS FIRE SPRINKLER‚ INC Contract No. - N/A Calculated By - BL Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 12'-1" 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 - 50710 CALLE QUITO LOT 48 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 : 7.832 D2 - System Flow :26.296 D2 - System Pressure : 55.625 Hose ( Demand ):5 D3 - System Demand :31.296 Safety Margin : 31.218 D1 D2 D3 Water Supply Curve Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 3 Haven Enterprises Inc - 50710 CALLE QUITO LOT 48 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 - 50710 CALLE QUITO LOT 48 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 31.3 55.625 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H1 9.5 10.66 H2 9.5 10.65 H3 9.5 10.63 H4 12.083 4.9 7.04 13.0 0.05 256 H5 12.083 4.9 7.36 13.3 0.05 256 D1 10.0 10.45 1 10.0 10.45 D2 10.0 10.43 2 10.0 10.43 D3 10.0 10.41 3 10.0 10.41 4 10.0 10.35 5 10.0 9.73 6 12.583 8.34 D4 12.583 7.05 D5 12.583 7.39 7 12.583 7.6 8 12.583 8.49 9 10.0 9.93 10 10.0 10.46 11 12.583 9.36 12 12.583 9.39 13 10.0 10.53 14 10.0 10.59 15 10.0 12.99 TOR 10.0 14.87 BOR 2.0 20.47 POC 2.0 21.24 DS 2.0 23.5 5.0 UG1 -3.0 26.12 UG2 -3.0 30.09 UG3 -1.5 29.76 M1 -1.5 31.36 M2 -1.5 35.58 UG4 -1.5 39.88 SRC -6.0 55.63 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 5 Haven Enterprises Inc - 50710 CALLE QUITO LOT 48 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 10.662 to 7.000 -0.217 D1 10 0.0 1.101 7.500 0.0001 0.001 Vel = 0 0.0 D1 0.0 10.446 K Factor = 0 H2 9.500 0.0 1 N 7.0 0.500 150 10.646 to 7.000 -0.217 D2 10 0.0 1.101 7.500 0.0001 0.001 Vel = 0 0.0 D2 0.0 10.430 K Factor = 0 H3 9.500 0.0 1 N 7.0 0.500 150 10.628 to 7.000 -0.217 D3 10 0.0 1.101 7.500 0 0.0 Vel = 0 0.0 D3 0.0 10.411 K Factor = 0 H4 12.083 4.90 13.00 1 N 7.0 0.500 150 7.039 to 7.000 -0.217 D4 12.583 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 12.083 4.90 13.30 1 N 7.0 0.500 150 7.363 to 7.000 -0.217 D5 12.583 13.3 1.101 7.500 0.0320 0.240 Vel = 4.48 0.0 D5 13.30 7.386 K Factor = 4.89 D1 10 0.0 1 O 5.0 0.500 150 10.446 to 5.000 0.0 1 10 0.0 1.101 5.500 0 0.0 Vel = 0 1 10 -2.41 1 R 1.0 10.458 150 10.446 to 1.000 0.0 2 10 -2.41 1.101 11.458 -0.0014 -0.016 Vel = 0.81 0.0 2 -2.41 10.430 K Factor = -0.75 D2 10 0.0 1 O 5.0 0.500 150 10.430 to 5.000 0.0 2 10 0.0 1.101 5.500 0 0.0 Vel = 0 2 10 -2.41 1 2R 2.0 11.792 150 10.430 to 2.000 0.0 3 10 -2.41 1.101 13.792 -0.0014 -0.019 Vel = 0.81 0.0 3 -2.41 10.411 K Factor = -0.75 D3 10 0.0 1 O 5.0 0.542 150 10.411 to 5.000 0.0 3 10 0.0 1.101 5.542 0 0.0 Vel = 0 3 10 -2.41 1 2O 10.0 30.625 150 10.411 to 4R 4.0 14.000 0.0 4 10 -2.41 1.101 44.625 -0.0013 -0.060 Vel = 0.81 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 6 Haven Enterprises Inc - 50710 CALLE QUITO LOT 48 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 4 10 -10.18 1 R 1.0 13.375 150 10.351 to N 7.0 8.000 0.0 5 10 -12.59 1.101 21.375 -0.0289 -0.618 Vel = 4.24 5 10 0.0 1 N 7.0 2.583 150 9.733 to 7.000 -1.119 6 12.583 -12.59 1.101 9.583 -0.0288 -0.276 Vel = 4.24 6 12.583 0.0 1 2R 2.0 23.458 150 8.338 to 2.000 0.0 7 12.583 -12.59 1.101 25.458 -0.0289 -0.736 Vel = 4.24 0.0 7 -12.59 7.602 K Factor = -4.57 D4 12.583 13.00 1 O 5.0 12.917 150 7.052 to 5.000 0.0 7 12.583 13.0 1.101 17.917 0.0307 0.550 Vel = 4.38 0.0 7 13.00 7.602 K Factor = 4.71 D5 12.583 13.30 1 O 5.0 1.750 150 7.386 to 5.000 0.0 7 12.583 13.3 1.101 6.750 0.0320 0.216 Vel = 4.48 7 12.583 0.41 1 R 1.0 18.167 150 7.602 to N 7.0 8.000 0.0 8 12.583 13.71 1.101 26.167 0.0338 0.885 Vel = 4.62 8 12.583 0.0 1 N 7.0 2.583 150 8.487 to 7.000 1.119 9 10 13.71 1.101 9.583 0.0338 0.324 Vel = 4.62 9 10 0.0 1 R 1.0 13.667 150 9.930 to O 5.0 6.000 0.0 14 10 13.71 1.101 19.667 0.0338 0.665 Vel = 4.62 0.0 14 13.71 10.595 K Factor = 4.21 4 10 10.18 1 10R 10.0 110.167 150 10.351 to 3O 15.0 25.000 0.0 15 10 10.18 1.101 135.167 0.0195 2.639 Vel = 3.43 0.0 15 10.18 12.990 K Factor = 2.82 1 10 2.41 1 N 7.0 5.125 150 10.446 to 7.000 0.0 10 10 2.41 1.101 12.125 0.0013 0.016 Vel = 0.81 10 10 0.0 1 N 7.0 2.583 150 10.462 to 7.000 -1.119 11 12.583 2.41 1.101 9.583 0.0014 0.013 Vel = 0.81 11 12.583 0.0 1 2R 2.0 19.250 150 9.356 to N 7.0 9.000 0.0 12 12.583 2.41 1.101 28.250 0.0013 0.038 Vel = 0.81 12 12.583 0.0 1 N 7.0 2.583 150 9.394 to 7.000 1.119 13 10 2.41 1.101 9.583 0.0014 0.013 Vel = 0.81 13 10 0.0 1 5R 5.0 35.958 150 10.526 to 2O 10.0 15.000 0.0 14 10 2.41 1.101 50.958 0.0014 0.069 Vel = 0.81 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 7 Haven Enterprises Inc - 50710 CALLE QUITO LOT 48 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 14 10 13.70 1 6R 6.0 41.500 150 10.595 to O 5.0 11.000 0.0 15 10 16.11 1.101 52.500 0.0456 2.395 Vel = 5.43 15 10 10.19 1 R 1.0 8.667 150 12.990 to N 7.0 8.000 0.0 TOR 10 26.3 1.101 16.667 0.1129 1.881 Vel = 8.86 0.0 TOR 26.30 14.871 K Factor = 6.82 TOR 10 26.30 1 Cpcv 1.913 8.000 150 14.871 to 2R 2.0 10.912 3.465 BOR 2 26.3 1.101 N 7.0 18.912 0.1129 2.135 Vel = 8.86 BOR 2 0.0 1 Ad 3.825 3.000 150 20.471 to 3.825 0.0 POC 2 26.3 1.101 6.825 0.1130 0.771 Vel = 8.86 POC 2 0.0 1 Ltee 9.45 2.000 150 21.242 to Ad 2.7 12.150 0.0 DS 2 26.3 1.025 14.150 0.1599 2.263 Vel = 10.23 0.0 DS 26.30 23.505 K Factor = 5.42 DS 2 H5 31.30 1.5 Ad 3.808 5.000 150 23.505 to Lelbw 4.352 8.160 2.166 UG1 -3 31.3 1.505 13.160 0.0340 0.447 Vel = 5.64 UG1 -3 0.0 1.5 4E 22.749 130.000 150 26.118 to 22.749 0.0 UG2 -3 31.3 1.59 152.749 0.0260 3.973 Vel = 5.06 UG2 -3 0.0 1.5 E 5.687 1.500 150 30.091 to Ad 4.976 10.664 -0.650 UG3 -1.500 31.3 1.59 12.164 0.0261 0.317 Vel = 5.06 UG3 -1.500 0.0 1 Ad 2.7 1.500 150 29.758 to Bv 3.037 5.738 0.0 M1 -1.500 31.3 1.025 7.238 0.2208 1.598 Vel = 12.17 M1 -1.500 0.0 1 1.000 150 31.356 to 4.000 * * Fixed Loss = 4 M2 -1.500 31.3 1.025 1.000 0.2200 0.220 Vel = 12.17 M2 -1.500 0.0 1 Kav 16.354 0.500 150 35.576 to 16.354 0.0 UG4 -1.500 31.3 0.995 16.854 0.2551 4.299 Vel = 12.91 UG4 -1.500 0.0 1 Ad 2.336 40.000 150 39.875 to Kcs 4.766 14.111 1.949 SRC -6 31.3 0.995 Ktee 7.009 54.111 0.2550 13.801 Vel = 12.91 0.0 SRC 31.30 55.625 K Factor = 4.20 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 - 50710 CALLE QUITO LOT 48 Drawing : Location :50710 CALLE QUITO - LOT 48, LA QUINTA, CA 92253 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 - 50710 CALLE QUITO LOT 48 Date 11/09/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - Haven Enterprises Inc - 50710 CALLE QUITO LOT 48 Date - 11/09/2022 Location - 50710 CALLE QUITO - LOT 48, LA QUINTA, CA 92253 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 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 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 - 50710 CALLE QUITO LOT 48 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 :26.007 D2 - System Pressure : 54.231 Hose ( Demand ):5 D3 - System Demand :31.007 Safety Margin : 32.612 D1 D2 D3 Water Supply Curve Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 3 Haven Enterprises Inc - 50710 CALLE QUITO LOT 48 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 - 50710 CALLE QUITO LOT 48 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 86.844 31.01 54.231 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 7.05 13.01 0.05 256 H3 9.5 7.97 H4 12.083 8.77 H5 12.083 8.77 D1 10.0 7.05 1 10.0 7.22 D2 10.0 7.06 2 10.0 7.23 D3 10.0 7.75 3 10.0 7.75 4 10.0 9.45 5 10.0 9.53 6 12.583 8.45 D4 12.583 8.55 D5 12.583 8.55 7 12.583 8.55 8 12.583 8.65 9 10.0 9.81 10 10.0 7.51 11 12.583 6.63 12 12.583 7.31 13 10.0 8.66 14 10.0 9.88 15 10.0 12.16 TOR 10.0 14.0 BOR 2.0 19.56 POC 2.0 20.31 DS 2.0 22.53 5.0 UG1 -3.0 25.14 UG2 -3.0 29.04 UG3 -1.5 28.7 M1 -1.5 30.27 M2 -1.5 34.49 UG4 -1.5 38.72 SRC -6.0 54.23 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 5 Haven Enterprises Inc - 50710 CALLE QUITO LOT 48 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 13.01 1 N 7.0 0.500 150 7.046 to 7.000 -0.217 D2 10 13.01 1.101 7.500 0.0308 0.231 Vel = 4.38 0.0 D2 13.01 7.060 K Factor = 4.90 H3 9.500 0.0 1 N 7.0 0.500 150 7.969 to 7.000 -0.217 D3 10 0.0 1.101 7.500 0 0.0 Vel = 0 0.0 D3 0.0 7.752 K Factor = 0 H4 12.083 0.0 1 N 7.0 0.500 150 8.765 to 7.000 -0.217 D4 12.583 0.0 1.101 7.500 0.0001 0.001 Vel = 0 0.0 D4 0.0 8.549 K Factor = 0 H5 12.083 0.0 1 N 7.0 0.500 150 8.765 to 7.000 -0.217 D5 12.583 0.0 1.101 7.500 0.0001 0.001 Vel = 0 0.0 D5 0.0 8.549 K Factor = 0 D1 10 13.00 1 O 5.0 0.500 150 7.052 to 5.000 0.0 1 10 13.0 1.101 5.500 0.0307 0.169 Vel = 4.38 1 10 -11.41 1 R 1.0 10.458 150 7.221 to 1.000 0.0 2 10 1.59 1.101 11.458 0.0006 0.007 Vel = 0.54 0.0 2 1.59 7.228 K Factor = 0.59 D2 10 13.01 1 O 5.0 0.500 150 7.060 to 5.000 0.0 2 10 13.01 1.101 5.500 0.0305 0.168 Vel = 4.38 2 10 1.59 1 2R 2.0 11.792 150 7.228 to 2.000 0.0 3 10 14.6 1.101 13.792 0.0380 0.524 Vel = 4.92 0.0 3 14.60 7.752 K Factor = 5.24 D3 10 0.0 1 O 5.0 0.542 150 7.752 to 5.000 0.0 3 10 0.0 1.101 5.542 0 0.0 Vel = 0 3 10 14.60 1 2O 10.0 30.625 150 7.752 to 4R 4.0 14.000 0.0 4 10 14.6 1.101 44.625 0.0380 1.696 Vel = 4.92 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 6 Haven Enterprises Inc - 50710 CALLE QUITO LOT 48 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 4 10 -10.34 1 R 1.0 13.375 150 9.448 to N 7.0 8.000 0.0 5 10 4.26 1.101 21.375 0.0039 0.083 Vel = 1.44 5 10 0.0 1 N 7.0 2.583 150 9.531 to 7.000 -1.119 6 12.583 4.26 1.101 9.583 0.0040 0.038 Vel = 1.44 6 12.583 0.0 1 2R 2.0 23.458 150 8.450 to 2.000 0.0 7 12.583 4.26 1.101 25.458 0.0039 0.099 Vel = 1.44 0.0 7 4.26 8.549 K Factor = 1.46 D4 12.583 0.0 1 O 5.0 12.917 150 8.549 to 5.000 0.0 7 12.583 0.0 1.101 17.917 0 0.0 Vel = 0 0.0 7 0.0 8.549 K Factor = 0 D5 12.583 0.0 1 O 5.0 1.750 150 8.549 to 5.000 0.0 7 12.583 0.0 1.101 6.750 0 0.0 Vel = 0 7 12.583 4.26 1 R 1.0 18.167 150 8.549 to N 7.0 8.000 0.0 8 12.583 4.26 1.101 26.167 0.0039 0.102 Vel = 1.44 8 12.583 0.0 1 N 7.0 2.583 150 8.651 to 7.000 1.119 9 10 4.26 1.101 9.583 0.0039 0.037 Vel = 1.44 9 10 0.0 1 R 1.0 13.667 150 9.807 to O 5.0 6.000 0.0 14 10 4.26 1.101 19.667 0.0039 0.076 Vel = 1.44 0.0 14 4.26 9.883 K Factor = 1.36 4 10 10.33 1 10R 10.0 110.167 150 9.448 to 3O 15.0 25.000 0.0 15 10 10.33 1.101 135.167 0.0201 2.711 Vel = 3.48 0.0 15 10.33 12.159 K Factor = 2.96 1 10 11.41 1 N 7.0 5.125 150 7.221 to 7.000 0.0 10 10 11.41 1.101 12.125 0.0241 0.292 Vel = 3.85 10 10 0.0 1 N 7.0 2.583 150 7.513 to 7.000 -1.119 11 12.583 11.41 1.101 9.583 0.0241 0.231 Vel = 3.85 11 12.583 0.0 1 2R 2.0 19.250 150 6.625 to N 7.0 9.000 0.0 12 12.583 11.41 1.101 28.250 0.0241 0.681 Vel = 3.85 12 12.583 0.0 1 N 7.0 2.583 150 7.306 to 7.000 1.119 13 10 11.41 1.101 9.583 0.0241 0.231 Vel = 3.85 13 10 0.0 1 5R 5.0 35.958 150 8.656 to 2O 10.0 15.000 0.0 14 10 11.41 1.101 50.958 0.0241 1.227 Vel = 3.85 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 7 Haven Enterprises Inc - 50710 CALLE QUITO LOT 48 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 14 10 4.26 1 6R 6.0 41.500 150 9.883 to O 5.0 11.000 0.0 15 10 15.67 1.101 52.500 0.0434 2.276 Vel = 5.28 15 10 10.34 1 R 1.0 8.667 150 12.159 to N 7.0 8.000 0.0 TOR 10 26.01 1.101 16.667 0.1106 1.843 Vel = 8.77 0.0 TOR 26.01 14.002 K Factor = 6.95 TOR 10 26.01 1 Cpcv 1.913 8.000 150 14.002 to 2R 2.0 10.912 3.465 BOR 2 26.01 1.101 N 7.0 18.912 0.1106 2.092 Vel = 8.77 BOR 2 0.0 1 Ad 3.825 3.000 150 19.559 to 3.825 0.0 POC 2 26.01 1.101 6.825 0.1106 0.755 Vel = 8.77 POC 2 0.0 1 Ltee 9.45 2.000 150 20.314 to Ad 2.7 12.150 0.0 DS 2 26.01 1.025 14.150 0.1567 2.217 Vel = 10.11 0.0 DS 26.01 22.531 K Factor = 5.48 DS 2 H5 31.01 1.5 Ad 3.808 5.000 150 22.531 to Lelbw 4.352 8.160 2.166 UG1 -3 31.01 1.505 13.160 0.0334 0.439 Vel = 5.59 UG1 -3 0.0 1.5 4E 22.749 130.000 150 25.136 to 22.749 0.0 UG2 -3 31.01 1.59 152.749 0.0256 3.906 Vel = 5.01 UG2 -3 0.0 1.5 E 5.687 1.500 150 29.042 to Ad 4.976 10.664 -0.650 UG3 -1.500 31.01 1.59 12.164 0.0256 0.312 Vel = 5.01 UG3 -1.500 0.0 1 Ad 2.7 1.500 150 28.704 to Bv 3.037 5.738 0.0 M1 -1.500 31.01 1.025 7.238 0.2169 1.570 Vel = 12.06 M1 -1.500 0.0 1 1.000 150 30.274 to 4.000 * * Fixed Loss = 4 M2 -1.500 31.01 1.025 1.000 0.2170 0.217 Vel = 12.06 M2 -1.500 0.0 1 Kav 16.354 0.500 150 34.491 to 16.354 0.0 UG4 -1.500 31.01 0.995 16.854 0.2507 4.225 Vel = 12.80 UG4 -1.500 0.0 1 Ad 2.336 40.000 150 38.716 to Kcs 4.766 14.111 1.949 SRC -6 31.01 0.995 Ktee 7.009 54.111 0.2507 13.566 Vel = 12.80 0.0 SRC 31.01 54.231 K Factor = 4.21 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 - 50710 CALLE QUITO LOT 48 Drawing : Location :50710 CALLE QUITO - LOT 48, LA QUINTA, CA 92253 Remote Area :PRIMARY BATH Contract :N/A Data File :PRIMARY BATH (1-HEAD) CALC - 20X20.wxtmp Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 1 Haven Enterprises Inc - 50710 CALLE QUITO LOT 48 Date 11/09/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - Haven Enterprises Inc - 50710 CALLE QUITO LOT 48 Date - 11/09/2022 Location - 50710 CALLE QUITO - LOT 48, LA QUINTA, CA 92253 Building - System No. - PRIMARY BATH 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 - 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 - 50710 CALLE QUITO LOT 48 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 : 55.519 Hose ( Demand ):5 D3 - System Demand :26.019 Safety Margin : 31.326 D1 D2 D3 Water Supply Curve Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 3 Haven Enterprises Inc - 50710 CALLE QUITO LOT 48 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 - 50710 CALLE QUITO LOT 48 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 55.519 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H1 9.5 19.7 H2 9.5 19.55 H3 9.5 4.9 18.4 21.02 0.05 400 H4 12.083 19.81 H5 12.083 19.81 D1 10.0 19.49 1 10.0 19.49 D2 10.0 19.34 2 10.0 19.34 D3 10.0 18.74 3 10.0 19.16 4 10.0 20.49 5 10.0 20.57 6 12.583 19.49 D4 12.583 19.59 D5 12.583 19.59 7 12.583 19.59 8 12.583 19.69 9 10.0 20.85 10 10.0 19.64 11 12.583 18.65 12 12.583 19.02 13 10.0 20.26 14 10.0 20.93 15 10.0 22.41 TOR 10.0 23.65 BOR 2.0 28.53 POC 2.0 29.04 DS 2.0 30.53 5.0 UG1 -3.0 33.02 UG2 -3.0 35.84 UG3 -1.5 35.42 M1 -1.5 36.55 M2 -1.5 40.71 UG4 -1.5 43.76 SRC -6.0 55.52 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 5 Haven Enterprises Inc - 50710 CALLE QUITO LOT 48 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 19.702 to 7.000 -0.217 D1 10 0.0 1.101 7.500 0.0001 0.001 Vel = 0 0.0 D1 0.0 19.486 K Factor = 0 H2 9.500 0.0 1 N 7.0 0.500 150 19.553 to 7.000 -0.217 D2 10 0.0 1.101 7.500 0 0.0 Vel = 0 0.0 D2 0.0 19.336 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 12.083 0.0 1 N 7.0 0.500 150 19.809 to 7.000 -0.217 D4 12.583 0.0 1.101 7.500 0 0.0 Vel = 0 0.0 D4 0.0 19.592 K Factor = 0 H5 12.083 0.0 1 N 7.0 0.500 150 19.809 to 7.000 -0.217 D5 12.583 0.0 1.101 7.500 0 0.0 Vel = 0 0.0 D5 0.0 19.592 K Factor = 0 D1 10 0.0 1 O 5.0 0.500 150 19.486 to 5.000 0.0 1 10 0.0 1.101 5.500 0 0.0 Vel = 0 1 10 -8.19 1 R 1.0 10.458 150 19.486 to 1.000 0.0 2 10 -8.19 1.101 11.458 -0.0131 -0.150 Vel = 2.76 0.0 2 -8.19 19.336 K Factor = -1.86 D2 10 0.0 1 O 5.0 0.500 150 19.336 to 5.000 0.0 2 10 0.0 1.101 5.500 0 0.0 Vel = 0 2 10 -8.19 1 2R 2.0 11.792 150 19.336 to 2.000 0.0 3 10 -8.19 1.101 13.792 -0.0131 -0.180 Vel = 2.76 0.0 3 -8.19 19.156 K Factor = -1.87 D3 10 21.02 1 O 5.0 0.542 150 18.743 to 5.000 0.0 3 10 21.02 1.101 5.542 0.0745 0.413 Vel = 7.08 3 10 -8.19 1 2O 10.0 30.625 150 19.156 to 4R 4.0 14.000 0.0 4 10 12.83 1.101 44.625 0.0299 1.336 Vel = 4.32 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 6 Haven Enterprises Inc - 50710 CALLE QUITO LOT 48 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 4 10 -8.57 1 R 1.0 13.375 150 20.492 to N 7.0 8.000 0.0 5 10 4.26 1.101 21.375 0.0039 0.083 Vel = 1.44 5 10 0.0 1 N 7.0 2.583 150 20.575 to 7.000 -1.119 6 12.583 4.26 1.101 9.583 0.0040 0.038 Vel = 1.44 6 12.583 0.0 1 2R 2.0 23.458 150 19.494 to 2.000 0.0 7 12.583 4.26 1.101 25.458 0.0038 0.098 Vel = 1.44 0.0 7 4.26 19.592 K Factor = 0.96 D4 12.583 0.0 1 O 5.0 12.917 150 19.592 to 5.000 0.0 7 12.583 0.0 1.101 17.917 0 0.0 Vel = 0 0.0 7 0.0 19.592 K Factor = 0 D5 12.583 0.0 1 O 5.0 1.750 150 19.592 to 5.000 0.0 7 12.583 0.0 1.101 6.750 0 0.0 Vel = 0 7 12.583 4.26 1 R 1.0 18.167 150 19.592 to N 7.0 8.000 0.0 8 12.583 4.26 1.101 26.167 0.0039 0.102 Vel = 1.44 8 12.583 0.0 1 N 7.0 2.583 150 19.694 to 7.000 1.119 9 10 4.26 1.101 9.583 0.0039 0.037 Vel = 1.44 9 10 0.0 1 R 1.0 13.667 150 20.850 to O 5.0 6.000 0.0 14 10 4.26 1.101 19.667 0.0039 0.076 Vel = 1.44 0.0 14 4.26 20.926 K Factor = 0.93 4 10 8.57 1 10R 10.0 110.167 150 20.492 to 3O 15.0 25.000 0.0 15 10 8.57 1.101 135.167 0.0142 1.919 Vel = 2.89 0.0 15 8.57 22.411 K Factor = 1.81 1 10 8.19 1 N 7.0 5.125 150 19.486 to 7.000 0.0 10 10 8.19 1.101 12.125 0.0130 0.158 Vel = 2.76 10 10 0.0 1 N 7.0 2.583 150 19.644 to 7.000 -1.119 11 12.583 8.19 1.101 9.583 0.0130 0.125 Vel = 2.76 11 12.583 0.0 1 2R 2.0 19.250 150 18.650 to N 7.0 9.000 0.0 12 12.583 8.19 1.101 28.250 0.0130 0.368 Vel = 2.76 12 12.583 0.0 1 N 7.0 2.583 150 19.018 to 7.000 1.119 13 10 8.19 1.101 9.583 0.0130 0.125 Vel = 2.76 13 10 0.0 1 5R 5.0 35.958 150 20.262 to 2O 10.0 15.000 0.0 14 10 8.19 1.101 50.958 0.0130 0.664 Vel = 2.76 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 KPS FIRE SPRINKLERS INC Page 7 Haven Enterprises Inc - 50710 CALLE QUITO LOT 48 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 14 10 4.25 1 6R 6.0 41.500 150 20.926 to O 5.0 11.000 0.0 15 10 12.44 1.101 52.500 0.0283 1.485 Vel = 4.19 15 10 8.58 1 R 1.0 8.667 150 22.411 to N 7.0 8.000 0.0 TOR 10 21.02 1.101 16.667 0.0746 1.244 Vel = 7.08 0.0 TOR 21.02 23.655 K Factor = 4.32 TOR 10 21.02 1 Cpcv 1.913 8.000 150 23.655 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 28.530 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 29.039 to Ad 2.7 12.150 0.0 DS 2 21.02 1.025 14.150 0.1057 1.495 Vel = 8.17 0.0 DS 21.02 30.534 K Factor = 3.80 DS 2 H5 26.02 1.5 Ad 3.808 5.000 150 30.534 to Lelbw 4.352 8.160 2.166 UG1 -3 26.02 1.505 13.160 0.0242 0.318 Vel = 4.69 UG1 -3 0.0 1.5 4E 22.749 130.000 150 33.018 to 22.749 0.0 UG2 -3 26.02 1.59 152.749 0.0185 2.824 Vel = 4.20 UG2 -3 0.0 1.5 E 5.687 1.500 150 35.842 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 35.417 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 36.552 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 40.709 to 16.354 0.0 UG4 -1.500 26.02 0.995 16.854 0.1812 3.054 Vel = 10.74 UG4 -1.500 0.0 1 Ad 2.336 40.000 150 43.763 to Kcs 4.766 14.111 1.949 SRC -6 26.02 0.995 Ktee 7.009 54.111 0.1812 9.807 Vel = 10.74 0.0 SRC 26.02 55.519 K Factor = 3.49 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 48 FSS2022-0436 / 50710 Calle Quito 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: 50710 Calle Quito PERMIT#: FSSS2022-0436 DATE ISSUED: 121922 DESCRIPTION: Lot 48 – 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.