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FSS2022-0065
ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT RESIDENTIAL FIRE PROTECTION DBA ON GUARD 6438 ARVILLE ST LAS VEGAS NV 89118 (702)966-8021 VanesaH@ONGUARDF P.COM CONTRACTOR RESIDENTIAL FIRE PROTECTION DBA ON GUARD 6438 ARVILLE ST LAS VEGAS NV 89118 (702)966-8021 VanesaH@ONGUARDF P.COM OWNER TOLL LAND XXII LTD PARTNERSH 50400 JEFFERSON ST LA QUINTA CA 0000 (702)966-8021 CONDITIONS Description: STONE CREEK RANCH / FIRE SPRINKLERS / BRES2021-0741 / PLAN 1 Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - TRACT HOMES Status: FINALED Applied: 3/1/2022 ECON Parcel No: 762440013 Site Address: 80453 OLD RANCH TRL SOUTH LA QUINTA,CA 92253 Approved: 3/3/2022 AHI Subdivision: TR 30834 Block: Lot: 32 Issued: 3/8/2022 JAG Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 8/16/2022 KHET Valuation: $0.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: FINANCIAL INFORMATION Printed: Wednesday, April 05, 2023 9:45:28 AM 1 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0065 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD ROUGH PIPING KHET 3/21/2022 3/21/2022 APPROVED Red Line Plans in Attachments Minor modifications observed for this lot. Rough is approved. OVERHEAD HYRO KHET 3/21/2022 3/21/2022 APPROVED SEE NOTES Minor modifications observed for this lot. Rough is approved. FIRE FINAL**KHET 7/27/2022 7/27/2022 DISAPPROVE D See Notes Patch, touch up, and paint still required. DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $167.00 $167.00 8/2/22 WEB12652 700466391 CREDIT 950378 ECON FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $167.00 $167.00 8/12/22 WEB12760 706233612 CREDIT 950378 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $167.00 $167.00 3/7/22 WEB10930 635823841 99 CREDIT 950378 ECON Total Paid for FIRE FEES: $501.00 $501.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 3/7/22 WEB10930 635823841 99 CREDIT 950378 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 3/7/22 WEB10930 635823841 99 CREDIT 950378 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$517.00 $517.00 Printed: Wednesday, April 05, 2023 9:45:28 AM 2 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0065 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 3/21/2022 KOHL HETRICK FSS2022-0065 INSP NOTES.pdf FSS2022-0065 INSP NOTES.pdf 1 BOND INFORMATION FIRE FINAL**KHET 8/10/2022 8/10/2022 DISAPPROVE D SEE NOTES 1" WM provided a restricted water flow upon main drain test. only showed a 33-35 psi residual at main drain test, when 45-50 is typical. Consult CVWD for obstruction issue as has been witnessed elsewhere. FIRE FINAL**KHET 8/16/2022 8/16/2022 APPROVED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST PERMIT TECH – ETRAKIT (1 DAY) PERMIT TECH BUCKET 3/1/2022 3/2/2022 3/3/2022 COMPLETE PARENT PROJECTS Printed: Wednesday, April 05, 2023 9:45:28 AM 3 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0065 NFPA 13D 8.3 LOCATION OF SPRINKLERS8.3.1 Sprinklers shall be installed in all areas except where omission is permitted by 8.3.2 through 8.3.8.8.3.2 Sprinklers shall not be required in bathrooms of 55 ft2 (5.1 m2) and less.8.3.3 Sprinklers shall not be required in clothes closets, linen closets, and pantries that meet all of thefollowing conditions:(1) The area of the space does not exceed 24 ft2 (2.1 m2).(2) The walls and ceilings are surfaced with noncombustible or limited-combustible materials as defined inNFPA 220.8.3.4* Sprinklers shall not be required in detached garages, open attached porches, carports with nohabitable space above, and similar structures.8.3.5 Sprinklers shall not be required in attics with or without storage, penthouse equipment rooms, elevatormachine rooms, concealed spaces dedicated exclusively to and containing only dwelling unit ventilationequipment, floor/ceiling spaces, elevator shafts, crawl spaces, and other concealed spaces that are notused or intended for living purposes.8.3.6 Sprinklers shall not be required in covered, unheated projections of the building at entrances/exits aslong as the dwelling unit has another means of egress.8.3.8 Sprinklers shall not be required in closets in garages and exterior closets (regardless of size) locatedon exterior balconies, exterior breezeways/corridors, or accessed from outdoors where the closet does nothave doors or unprotected penetrations directly into the dwelling unit.1" WOOD SCREW (X2)1"BLAZEMASTER 2000 PIPE12SEPARATION4'1" WOOD SCREWHANGER SPACING DETAIL (NTS)1-1/4 INCH#10 HEX HEADWOOD JOIST2feet(N.T.S.)6'OCCUPANCY - R-3 / UNP. OF STORIES: 1MINIMUM DISTANCES FOR ORDINARY AND INTERMEDIATE HEADSGREATER THAN 100psiADROP AND INSULATION DETAIL78SIZEINTERMEDIATE TEMP.3"Side of Obstruction (A)SIDE MOUNT STRAP6.0'1From the habitable rooms above garage or Structure(s) supporting floor/ ceiling assemlies63 ft 6 in. to less than 4 ftMAX.PIPE CLAMPOR BACKING NUTNOMINAL PIPE5.5'11 INCH12CPVC HANGER (#25-30-181-1)17ObstructionHANGER SPACINGElbow 906 ft to less than 6 ft 6 in.145 ft 6 in. to less than 6 ftObstruction (in.) (B)equivalent applied to the garage side.1-1/4"3/4"PIPE TO BE BRACEDObstructionNOMINAL PIPE9RESTAINTused for seperating required by this section.17 ft and greater(2.1)(2.0)5(50.0)NO BLOCKN.T.S.Not less than 5/8" type X gypsum board orTee Run(32.0)30 in.equivalent.1NOMINAL SIZEON GUARD FIRE PROTECTION6"(65.0)(1.8)ANYGENERAL INFORMATION:15/8 " WOOD BACKINGNOTE: ALL PIPING MUST BE COVERED0Elbow 45Ceilingequivalent.(25.0)11014Distance from Sprinkler toLESS THAN 100psi2 ft to less than 2 ft 6 in.Wall¾"91"7(2.7)4 ft 6 in. to less than 5 ftPIPE TO BE BRACED(N.T.S.)1'-0"5VICINITY MAPCONSTRUCTION TYPE V-BNot less than ½" qypsum board or(N.T.S.)1-1/2 TO 3 INCHESMAX SPACING2IF MATERIAL NOT THICK ENOUGHMAX.3carport.ACoupling5'(mm)(40.0)4127'(m)PIPE CLAMP2"x10" C.J.2-1/2"PIPE2½1'-4"1 ft 6 in. to less than 2 ft8.0'M.4'TABLE R302.6 DWELLING/ GARAGE AND/ OR CARPORT SERARATION11-1/2 TO 3 INCHESunit on the same lot.1" WOOD SCREWDISTANCEWhere: D22"71From the residence to the attics13RESTAINTNot less than ½" qypsum board orTee branchC-16: 950378(20.0)2"1B(2.4)ORDINARY TEMP.TABLE M- TWO POINTS OF RESTRAINTFitting Size (in.)N.OR BEAM10HEAT SORCEequivalent applied to the interior side of the exterior6Less than 1 ft11¼"7.0'53TABLE N- ONE POINT OF RESTRAINTwalls that are within the area.ARGCO CPVC TWO-HOLE 90°9"TJI2"x10" C.J.2SDR 13.5 (ASTM F442)Dof Deflector Above Bottom of 6 ft 6 in. to less than 7 ft6.5'Not less than ½" gypsum board or2 ft 6 in. to less than 3 ft1-1/4 INCH1'MAX.(N.T.S.)2N.151-1/2"1½"(D-8 in. ) + BSIZE1 ft to less than 1 ft 6 in.2AARGCO CPVC STAND-OFF13 ft to less than 3 ft 6 in.HANGER SPACING DETAIL (NTS)LESS THAN 100psi5 ft to less than 5 ft 6 in.3/4 INCHMaximum Allowable DistanceGUARDIAN R-30 9" THICKNESS.Garages located less than 3 feet from a dwellingB1 INCH335'(1.7)FOR SCREW FULL IMBED1GREATER THAN 100psiPIPE CLAMP3'MATERIALARGCO DOUBLE OFFSET2'1'3/4 INCHTWO-POINTWITH INSULATION TO PREVENT FREEZING.ARCGO CPVC TWO HOLE STRAPinches9"9.0'4 ft to less than 4 ft 6 in.1ONE-POINT7'LIVING: 2,879ft² / GARAGE: 451ft²CONTINUES TO DOMESTIC WATER DOMESTIC USE 500¼" 300 PSIDOMESTIC WATER SHUT OFF 5 GPM DEMAND½" BALL VALVELOCATION 150PER NFPA 13DARE INSTALLED PER NFPA 72.TO SPRINKLER SYSTEMADAPTER1" COPPER K1" CPVCSPRINKLERS SHALL NOT BE REQUIRED. 5(ON GUARD FIRE PROTECTION P.O.C.) 4*SMOKE ALARMS OR DETECTORS2MOST DEMANDING SCENARIO (N.T.S.)@ NODE 500(WORST CASE)80'-0" N.T.S.1" CPVC MALE ADAPTER1¼" SCH. 40 PVC1" WATER METER 7.2.1 1" CPVC CONTINUING(WORST CASE)½" DRAIN TO TEST & DRAIN 3NOTES:1*PER NFPA 13D 2016 5.1.1.2, SPARE APPROVED1" CPVC 90° ELBOWRISER AND UNDERGROUND DETAIL5'-0" N.T.S. SxS CHECK VALVE1" SPEARS CPVC50'-0" N.T.S.½" PVCPRESSURE GAUGE1" COPPER1" CPVC TEEGarage installation specifications shall only apply for the installation of ul listed Blazemaster CPVC pipe andfittings in garages requiring sprinkler protection per NFPA 13D and NFPA 13R. Blazemaster pipe and fittingsfor garage installations.- installation Requirements:Protection: Blazemaster pipe and fittings shall be installed concealed behind protection consisting of aminimum of one layer of 3/8" thick gypsum or ½" thick plywood.R302.6 Dwelling/ Garage and/ or Carport fire separation.The garage and/or carport shall be separated as required by table r302.6. Openings in garage walls shallcomply with section r302.5. This provision does not apply to garage walls that are perpendicular to the adjacentdwelling unit wall. A separation is not required between the dwelling unit and a carport, provided the carport isentirely open on two or more sides and there are not enclosed areas above.GENERAL NOTES:1. THIS SYSTEM, HYDRAULIC CALCULATION, & ACCOMPANYINGDOCUMENTATION ARE DESIGNED TO COMPLY WITH THE 2016 NFPA 13D.2. ALL PIPE AND FITTINGS SHALL BE TYCO BLAZEMASTER CPVC APPROVED AND UL LISTED FOR USE IN FIRE PROTECTION SYSTEMS.3. ALL PIPE DIMENSIONS ARE CENTER TO CENTER.4. ALL PIPE TO BE HUNG USING APPROVED METHODS PER NFPA 13D.5. ALL PIPING SHALL BE TESTED FOR LEAKAGE AT NORMAL SYSTEMOPERATING WATER PRESSURE. SEE NFPA 13D 11.2.1.1.6. ALL PIPE IN ATTIC SPACES SHALL BE SUFFICIENTLY COVERED WITHINSULATION TO PREVENT FREEZING ( BY OTHERS).7. SPRINKLER HEADS ARE ORDINARY TEMPERATURE AND THEREFOREMUST BE SUFFICIENTLY SPACED FROM HEAT PRODUCING DEVICES ASFOLLOWS:-OPEN FIREPLACES: 60" FROM FRONT AND 36" FROM SIDES.-RANGE OR WALL OVEN: 18" FROM FRONT AND SIDES.-CEILING DIFFUSERS: 24" FROM OUTSIDE EDGES.-HORIZONTAL DIFFUSERS: 24" FROM EDGE AND 36" FROM FRONT.-EXPOSED LIGHT FIXTURES: 6" FROM EDGES..8. HEADS SPACED AT 16' X 16' SHALL HAVE THE FOLLOWINGALLOWANCES:- 4" MINIMUM FROM WALL.- 8' MAXIMUM OFF ANY TWO WALLS.- 16' MAXIMUM BETWEEN HEADS.- 8' MINIMUM BETWEEN HEADS.HEADS SPACED AT 20' X 20' SHALL HAVE THE FOLLOWING ALLOWANCES:- 4" MINIMUM FROM WALL- 10' MAXIMUM OFF ANY TWO WALLS9. ALL SOFFITS OVER 30" IN WIDTH ARE TO BE PROTECTED WITHSPRINKLER COVERAGE UNDER SOFFIT.10. ALL STREET WATER CONNECTIONS ARE FLUSHED AT THE GARAGERISER BY THE PLUMBING CONTRACTOR AND IN ADDITION AREPROVIDED WITH A STRAINER.11. PENDENT SPRINKLERS SHALL BE LOCATED 3 ft AWAY FROM CEILINGFANS AND LIGHT FIXTURES.12. PER NFPA 13D 2016 IN ALL CLOSETS, INCLUDING THOSE CLOSETSHOUSING MECHANICAL EQUIPMENT, THAT ARE NO LARGER THAN 400ft³IN SIZE A SINGLE SPINKLER AT THE HIGHEST CEILING SPACE IN THECLOSET SHALL BE SUFFICIENT WITHOUT REGUARD TO OBSTRUCTIONS.13. PER NFPA 13D 2016 5.1.1.2, SPARE SPRINKLERS SHALL NOT BEREQUIRED. PLAN 1- THE DALEA0'-9"FRONT OF RECESSED FIRE PLACE0'-6"FRONT OF WALL MOUNTE DIFFUSERSUNISULATED HOT WATER PIPES1'-6"0'-6"UNISULATED HEAT DUCTS2'-0"0'-3"1'-0"HOT AIR FLUESHOT WATER HEATER OF FURNACESIDE OF HOT AIR DIFFUSERS1'-6"5'-0"1'-6"3'-0"WALL OVEN0'-6'LIGHT FIXTURE (250 TO 499 WATT)SIDE OF OPEN OR RECESSED FIREPLACE1'-0"3'-6"0'-9"1'-0"LIGHT FIXTURE (0 TO 249 WATT)0'-9"1'-0"3'-0"0'-9"KITCHEN RANGE1'-0"0'-6"3'-0"0'-3"1'-6"1'-6"Allowance for Friction Loss in Fittings for TFP Blazemaster CPVCCOAL OR WOOD BURNING STOVESITE MAPNV Fire Marshal LIC: G-537 & JG-8512http://www.onguardfp.comAS NOTEDGENERAL NOTES421-20-246438 ARVILLE STREET LAS VEGAS, NEVADA 89118NV LIC: 61307 - CA LIC: 9503783GENERAL CONDITIONSTHIS DRAWING AND THE INFORMATION AND DESIGNAPPLICATIONS HEREIN CONTAINED ARE THE PROPERTYOF ON GUARD FIRE PROTECTION AND ARE LOANED UPONTHE EXPRESS CONDITIONS THAT THE SAME BERETURNED TO ON GUARD FIRE PROTECTION UPONREQUEST. ALL INFORMATION HEREIN CONTAINED SHALLBE TREATED AS SECRET AND CONFIDENTIAL. NOREPRODUCTION OF THESE DRAWINGS OR ANY PART OFTHE THEREOF SHALL BE MADE WITHOUT WRITTENCONSENT OF ON GUARD FIRE PROTECTION. BY WAY OFTHESE GENERAL CONDITIONS, ON GUARD FIREPROTECTION DOES GIVE WRITTEN CONSENT TO THEGENERAL CONTRACTOR AND/OR HOME BUILDER LISTEDON THESE DRAWINGS TO USE THESE DRAWINGS AS PARTOF THEIR PLANNING AND PERMITTING PROCESS. INADDITION, ON GUARD FIRE PROTECTION GIVES CONSENTTO THE PROPERTY OWNER TO REQUEST A COPY OFTHESE DRAWINGS FOR THEIR PRIVATE USE ONLY SOLONG AS ALL PAYMENTS FOR SERVICES RENDERED AREPAID IN FULL. JR VERAFP 1 OF 209/24/2021PHONE (702) 966-8021 - FAX (702) 987-1174DRAWN:SHEET:REVISIONSDATE:REV. BYPROJECT NAME:PROJECT NO:DATEPROJECT ADDRESS:TITLE:SCALE:PLAN 1STONE CREEK RANCHTOLL BROTHERSTRACT - 30834APN: 762-440-013LA QUINTA, CA80453 OLD RANCH TRAIL S.RNRA EFRITLICENSE NO.OTC FOIO ALCTNT NOFFAOTPSEICLASSIFICATIONR COEIRC-16ACT950378NHIGHEST ELEV. LOT 8AT -32 FT.LONGEST COPPER TIE-INAT 80FTPROJECT CONRTACTOR: STATIC: 86.6psi - 10% = 77.94psi RESIDUAL: 85.5 - 10% = 76.95psi FLOW = 850gpmAPPROVEDRiverside County Fire DepartmentLa Quinta Office of the Fire MarshalBy:FIRE SAFETY SPECIALIST12/19/2021 5:57:52 AMThe approval of plans and specifications does notpermit the violation, deletion, omission or faultyinstallation of any requirements of Title 24 or anyLocal Ordinances. Construction shall remainaccessible and exposed for inspection purposesuntil approved by the Fire Department.PERMIT # -FCMP2021-0033MASTER PLAN TYPE - 11" WM AND 2"UG OBSERVEDKohl HetrickReason: I am approving this documentContact Info: 760-409-5109 10'-1" CLG. REMOTE AREA 220' X 20' SPACING REMOTE AREA 116' X 16' SPACING 5'-3 7'-10 SEE RISER DETAIL ON PG.11" RISER LOCATION BEDROOM 2 10'-1" CLG. BEDROOM 3 10'-1" CLG. OFFICE / OPT. 10'-1" CLG. MULTI-GEN LAU. 10'-1" CLG. GARAGE PORCH 10'-1" STUCCO CLG. PRIMARY BATH 10'-1" CLG. CLOSET BEDROOM 2 10'-1" CLG. CLOSET BEDROOM 3 10'-1" CLG. CLOSET EVERYDAY 10'-1" CLG. ENTRY WALK-IN 10'-1" CLG. PANTRY BEDROOM 10'-1" CLG. 2 BATH BED 2 10'-1" CLG. ENTRY KITCHEN 10'-1" CLG. BEDROOM 3 10'-1" CLG. BATH 30.76ft² 44.10ft² PRIMARY 10'-1" CLG. BEDROOM PRIMARY 10'-1" CLG. BATH GREAT 12'-1" CLG. ROOM CASUAL 10'-1" CLG. DINING LUXURY 12'-1" STUCCO CLG. OUTDOOR 8.42ft² 22.06ft² 21.84ft² 51.13ft² 201 ¾2'-3 ¾7'-6 2'-43'-7¾ ¾2'-26'-4 ¾2'-3¾¾10" ¾1'¾ 11'-10¾¾ 6'-5 1'¾10'-4 9'-10 ¾4'-94'-6 ¾ 4'-8 ¾¾¾1' 11'-10 4'-3¾¾2'-3¾3'7'-6¾ 9'-10 ¾2'-5 ¾ 10'-2 6'-12'-5¾ 3'-9 11"7'-6 ¾ 1'-2 ¾ 8'-4 ¾8'2'-4¾4'-5¾¾ 4'-10 6'-3 ¾ ¾8'-9¾10"5'-7¾10" ¾¾4'-2 ¾7'-9¾ 1'-1 ¾ 3'-6 ¾¾¾¾11"¾ ¾5'-8¾1'-2¾¾10'-2¾8'-23'-2¾5" ¾ ¾ 4'¾10'6'-3¾¾ 9'-3 ¾ 5'-10 ¾ 2'-1 ¾ 3'-2 2'-11¾3'-1¾1' 1'-3 ¾3'¾1 4'-4 1'-5 ¾¾3'-3¾11"UP ¾ X 3'-0 158 152 160 150 10 10'-83'-6 3'-17'10'-55'-85'-5 5'-42'-11 10'-2 2'-10 3'9'-3 4'-3 11'-10 5'5'-108'-96'4'-14'-32'-29'9'5'-47'-96'2'-11 3'-11 1'-8 UP ¾ X 2'-0 UP ¾ X 2'-0 UP ¾ X 2'-0 UP ¾ X 2'-0 101 102 2'-8 ¾ ¾ 2'-8¾2'-3¾¾¾¾2'-313'-10 2'-46'-3 ¾ 6'-3 ¾2'-4¾ 13'-10 154 156 OPT. MULTI-GEN SUITE ADDITION SB IN LIEU OF OFFICE #FLP0030 MULTI-GEN 10'-1" CLG. BATH MULTI-GEN 10'-1" CLG. BEDROOM MULTI-GEN 10'-1" CLG. LIVING AREA MULTI-GEN 10'-1" CLG. CLOSET 9' ¾3'-1¾ 3'-2 ¾7'-113'-12'-114'-8¾3' ¾ 11'-1 ¾ 1'-2 ¾¾¾¾ 4'-10 4' ¾5" ¾ 1' 2'-1 ¾1'-2¾ 4'-5 ¾2'-2¾ 3'-7 ¾4'-8¾ 1'-1 ¾ 3'-6 ¾2'-1¾3'-6¾ 3'-6 ¾5'-117'-9 5'-73'9'2'2'-43'-11'-92'-1 5'-23'-44'-119'-6¾¾2'-36'-3 OPT. BEDROOM AND BATH SB IN LIEU OF OFFICE #FLPL0010 BEDROOM 4 10'-1" CLG.BEDROOM 4 10'-1" CLG. CLOSET BEDROOM 4 10'-1" CLG. BATH 5'-14'-116'-710'-2 11"¾¾¾¾¾¾ 4' 2'-42'-114'-98"7'-7 2'-10 5'-45'-610'-112'-1 Hydraulic Information Remote Area 2- 20' X 20' SPACING OCCUPANCY CLASSIFICATION Residential DENSITY (gpm/ft²)0.05 for 400.00ft² (Actual 178.58ft²) TOTAL HOSE STREAMS 5.00 TOTAL HEADS FLOWING 1 K-FACTOR 4.9 TOTAL WATER REQUIRED 26.02 TOTAL PRESSURE REQUIRED 60.037 BASE of RISER (gpm)21.02 BASE of RISER (psi)34.138 SAFETY MARGIN (psi)+17.901 (23.0%) Hydraulic Information Remote Area 1- 16' X 16' SPACING OCCUPANCY CLASSIFICATION Residential DENSITY (gpm/ft²)0.05 for 512.00ft² (Actual 183.28ft²) TOTAL HOSE STREAMS 5.00 TOTAL HEADS FLOWING 2 K-FACTOR 4.9 TOTAL WATER REQUIRED 31.00 TOTAL PRESSURE REQUIRED 67.444 BASE of RISER (gpm)26.00 BASE of RISER (psi)31.776 SAFETY MARGIN (psi)+10.493 (13.5%)Sprinkler LegendSymbolSpacingManufacturerSINModel K TypeSizeFinishTemp.Qty.120ft²VikingVK696ATTIC4.2Upright½Brass200°F116'X16'Senju Sprinkler Co., LTDSS8464RC-RES4.9Pendent½White162°F2520'X20'Senju Sprinkler Co., LTDSS8464RC-RES4.9Pendent½White162°F316'X16'Senju Sprinkler Co., LTDSS8464RC-RES4.9Pendent½White205°F5Total = 34FP 2 OF 2 21-20-24 AS NOTED JR VERA 12/01/2021 GENERAL NOTES NV LIC: 61307 - CA LIC: 950378 http://www.onguardfp.com 6438 ARVILLE STREET LAS VEGAS, NEVADA 89118PHONE (702) 966-8021 - FAX (702) 987-1174 NV Fire Marshal LIC: G-537 & JG-85 GENERAL CONDITIONSTHIS DRAWING AND THE INFORMATION AND DESIGNAPPLICATIONS HEREIN CONTAINED ARE THE PROPERTYOF ON GUARD FIRE PROTECTION AND ARE LOANED UPONTHE EXPRESS CONDITIONS THAT THE SAME BERETURNED TO ON GUARD FIRE PROTECTION UPONREQUEST. ALL INFORMATION HEREIN CONTAINED SHALLBE TREATED AS SECRET AND CONFIDENTIAL. NOREPRODUCTION OF THESE DRAWINGS OR ANY PART OFTHE THEREOF SHALL BE MADE WITHOUT WRITTENCONSENT OF ON GUARD FIRE PROTECTION. BY WAY OFTHESE GENERAL CONDITIONS, ON GUARD FIREPROTECTION DOES GIVE WRITTEN CONSENT TO THEGENERAL CONTRACTOR AND/OR HOME BUILDER LISTEDON THESE DRAWINGS TO USE THESE DRAWINGS AS PARTOF THEIR PLANNING AND PERMITTING PROCESS. INADDITION, ON GUARD FIRE PROTECTION GIVES CONSENTTO THE PROPERTY OWNER TO REQUEST A COPY OFTHESE DRAWINGS FOR THEIR PRIVATE USE ONLY SOLONG AS ALL PAYMENTS FOR SERVICES RENDERED AREPAID IN FULL. 4132TITLE: DRAWN: PROJECT NO:PROJECT NAME:PROJECT ADDRESS:SHEET: SCALE: DATE:DATEREV. BYREVISIONSTRACT 30834STONE CREEK RANCHLA QUINTA, CATOLL BROTHERSPLAN 1 LOT 32APN: 762-440-01380453 OLD RANCH TRAIL S.ON L ICT LICENSE NO. C-16RE A RR ETF NTAOTC T RFORCLASSIFICATION S O F TC OF950378 OA II E C N IPAFIRST FLOOR SCALE: 1/4" = 1'-0 SCALE: 1/8" = 1'-0 PLAN OPTIONS SECTION VIEW SCALE: 1/8" = 1'-0 PROJECT CONRTACTOR: Hydraulic Calculations Location: LA QUINTA, CA, , Project Name: STONE CREEK RANCH Drawing Name: STONE CREEK PLAN 1 D0.cad Calculation Date: 12/8/2021 for Design Remote Area Location: Residential Area of Application: 512.00ft² (Actual 183.28ft²) Coverage per Sprinkler: 256.00ft² Type of sprinklers calculated: 2 OFFICE 1- 16' X 16' SPACINGRemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.050gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 10.0 gpm 5.00 HoseType:500at Node: (including Hose Streams where applicable):Total Water Required 67.444@31.00From Water Supply at Node 1:(Safety Margin = 10.493) Type of System: 13D WET Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Source:COACHELLA VALLEY WATER DISTRICY Location:58TH AVE & STONE CREEK WAY 09/10/2021Date:for Node:1 Name of Contractor:ON GUARD FIRE PROTECTION LA QUINTAAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 702-966-8021 BULMARO VERA JR Right: 71.690Left: 69.209Automatic peaking results Notes: 12/8/2021© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.6.0 9:14:36AM1- 16' X 16' SPACING Hydraulic Summary Report Description: Residential (1- 16' X 16' SPACING) Job Number: 212024 Node Flow(gpm) Hose At Node 500 5.00 Total Hose Streams 5.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 77.938 67.444 10.493850.0076.95077.940 31.00Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 31.00 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 24.46gal Residential 0.050gpm/ft² 256.00ft² 512.00ft² (Actual 183.28ft²) 2 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix Number Of Nozzles Calculated 0 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 69.209 Right: 71.690 Volume capacity of Dry PipesVolume capacity of Wet Pipes 6.65 between nodes 3 and 4 Maximum Velocity Under Ground 13.90 between nodes 10 and 150 Maximum Velocity Above Ground 4.9 K-Factor 13.00 at 7.039 Most Demanding Sprinkler Data System TRACT - 30834 Job Site/Building LA QUINTALA QUINTA, CA AHJ 950378STONE CREEK RANCH Job State Certification/License NumberJob Name: BULMARO VERA JR212024 Contractor Contractor Number 950378 Name of Contractor: ON GUARD FIRE PROTECTION Address 1 6438 ARVILLE STREET Address 2 LAS VEGAS, NV 89118 Contact Name Contact Title ExtensionPhone 702-966-8021 FAX 702-987-1174 E-mail BOBBY@ONGUARDFP.COM Web-Site BOBBY TAVAKOLI Address 3 Address 1 Address 2 Drawing Name STONE CREEK PLAN 1 D0.cad System Flow Demand 31.00 Remote Area(s) Address 3 12/8/2021© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.6.0 9:14:53AM Hydraulic Graph Water Supply Node: 1 Job Name: STONE CREEK RANCH Remote Area Number: 1- 16' X 16' SPACING Date: 12/8/2021 Summary Sheet N 1.85 © M.E.P.CAD, Inc.12/8/2021 Page 2AutoSPRINK 2020 v16.3.6.0 9:14:38AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (1- 16' X 16' SPACING) Job Number: 212024 Sprinkler 101 13.00 13.00 4.9 7.039 Sprinkler 102 13.00 13.00 4.9 7.040 Hose 500 5.00 5.00 0 32.071 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.12/8/2021 Page 4AutoSPRINK 2020 v16.3.6.0 9:14:39AM Job Name: STONE CREEK RANCH Remote Area Number: 1- 16' X 16' SPACING Date: 12/8/2021 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 76.9501 67.44431.00850.00 77.93877.940Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 0'31.0067.444Supply1 12'-1 13.007.039Sprinkler101 12'-1 13.007.040Sprinkler102 2'-1 5.0032.071500 -2'42.8912 -2'38.6403 -2'36.0924 2'-7 31.776Supply5 10'-7 23.73010 10'-7 20.326150 10'-7 15.799152 12'-7 8.032154 12'-7 8.033156 10'-7 17.127160 © M.E.P.CAD, Inc.12/8/2021 Page 5AutoSPRINK 2020 v16.3.6.0 9:14:42AM Date: 12/8/2021 Job Name: STONE CREEK RANCH Remote Area Number: 1- 16' X 16' SPACING Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 10' 12'-7 12'-10 -0.217 1.210 12'-1 2'-10101 154 ¾• • • • • Route 1 • • • • •(See Notes) 0.8740 7.03913.00 0.094407 Sprinkler, 13.00 4.9 E(7'), T(3') 150 1' 12'-7 14'-10 0.001 12'-7 13'-10154 156 ¾(See Notes) 0.8740 8.032 0.0000980.32 Tr(1') 150 32' 10'-7 83'-4 0.867 8.227 12'-7 51'-4156 160 ¾(See Notes) 0.8740 8.03313.00 0.098735 Flow (q) from Route 2 13.32 3E(7'), 2T(3'), 5Tr(1') 150 2' 10'-7 18'-11 3.198 10'-7 16'-11160 150 ¾(See Notes) 0.8740 17.1274.50 0.169205 Flow (q) from Route 3 17.82 2Tr(1') 150 7' 10'-7 10'3.405 10'-7 3'150 10 ¾(See Notes) 0.8740 20.3268.18 0.340366 Flow (q) from Route 4 26.00 E(7') 150 29' 2'-7 41'-4 3.472 4.574 10'-7 12'-410 5 1 (See Notes) 1.1010 23.730 0.11056126.00 3E(7'), f(-0.000), 2Tr(1'), sCV(5 '), cplg(1'), BASE OF RISER 150 2'-1 6" 0.217 0.078 2'-7 6"5 500 1 1.0250 31.776 0.15663226.00 150 5'-5 -2'10'-5 1.767 2.255 2'-1 5'500 4 1 (See Notes) 1.0250 32.0715.00 0.21686731.00 2E(2'-8) 150 -2'50'2.548 -2'50'4 3 1¼ 1.3800 36.092 0.05095731.00 150 -2'1'4.251 -2'1'3 2 1 (See Notes) 0.9950 38.640 0.25062331.00 WMV(-4.000) 150 7' 0'87' -0.867 25.420 -2'80'2 1 1 (See Notes) 0.9950 42.891 0.25062331.00 AngV(-3.527), T(7'), BalV(-0.08 8), S 150 © M.E.P.CAD, Inc.12/8/2021 Page 6AutoSPRINK 2020 v16.3.6.0 9:14:44AM1- 16' X 16' SPACING Date: 12/8/2021 Job Name: STONE CREEK RANCH Remote Area Number: 1- 16' X 16' SPACING Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 1 0.00 Hose Allowance At Source 31.00 Route 1Total(Pt) 67.444 10' 12'-7 12'-10 -0.217 1.210 12'-1 2'-10102 156 ¾• • • • • Route 2 • • • • •(See Notes) 0.8740 7.04013.00 0.094423 Sprinkler, 13.00 4.9 E(7'), T(3') 150 8.033 Total(Pt)Route 2 41' 10'-7 100'1.328 10'-7 59'152 160 ¾• • • • • Route 3 • • • • •(See Notes) 0.8740 15.799 0.013273 T(3') 4.50 7Tr(1'), 4E(7'), T(3') 150 17.127 Total(Pt)Route 3 33' 10'-7 76'-6 0.867 6.901 12'-7 43'-6154 152 ¾• • • • • Route 4 • • • • •(See Notes) 0.8740 8.0320.32 0.090184 Flow (q) from Route 1 12.68 3E(7'), 6Tr(1'), 2T(3') 150 41' 10'-7 112'-11 4.526 10'-7 71'-11152 150 ¾(See Notes) 0.8740 15.7994.50 0.040074 Flow (q) from Route 3 8.18 2T(3'), 7Tr(1'), 4E(7') 150 20.326 Total(Pt)Route 4 © M.E.P.CAD, Inc.12/8/2021 Page 7AutoSPRINK 2020 v16.3.6.0 9:14:44AM1- 16' X 16' SPACING Date: 12/8/2021 Job Name: STONE CREEK RANCH Remote Area Number: 1- 16' X 16' SPACING Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90°Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.12/8/2021 Page 8AutoSPRINK 2020 v16.3.6.0 9:14:43AM1- 16' X 16' SPACING Hydraulic Calculations Location: LA QUINTA, CA, , Project Name: STONE CREEK RANCH Drawing Name: STONE CREEK PLAN 1 D0.cad Calculation Date: 12/8/2021 for Design Remote Area Location: Residential Area of Application: 400.00ft² (Actual 178.58ft²) Coverage per Sprinkler: 400.00ft² Type of sprinklers calculated: 1 BEDROOM 2 2- 20' X 20' SPACINGRemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.050gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 10.0 gpm 5.00 HoseType:500at Node: (including Hose Streams where applicable):Total Water Required 60.037@26.02From Water Supply at Node 1:(Safety Margin = 17.901) Type of System: 13D WET Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Source:COACHELLA VALLEY WATER DISTRICY Location:58TH AVE & STONE CREEK WAY 09/10/2021Date:for Node:1 Name of Contractor:ON GUARD FIRE PROTECTION LA QUINTAAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 702-966-8021 BULMARO VERA JR N/A N/A Right:Left:Automatic peaking results Notes: 12/8/2021© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.6.0 9:15:45AM2- 20' X 20' SPACING Hydraulic Summary Report Description: Residential (2- 20' X 20' SPACING) Job Number: 212024 Node Flow(gpm) Hose At Node 500 5.00 Total Hose Streams 5.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 77.938 60.037 17.901850.0076.95077.940 26.02Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 26.02 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 24.46gal Residential 0.050gpm/ft² 400.00ft² 400.00ft² (Actual 178.58ft²) 1 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix Number Of Nozzles Calculated 0 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes 5.58 between nodes 3 and 4 Maximum Velocity Under Ground 11.24 between nodes 10 and 150 Maximum Velocity Above Ground 4.9 K-Factor 21.02 at 18.400 Most Demanding Sprinkler Data System TRACT - 30834 Job Site/Building LA QUINTALA QUINTA, CA AHJ 950378STONE CREEK RANCH Job State Certification/License NumberJob Name: BULMARO VERA JR212024 Contractor Contractor Number 950378 Name of Contractor: ON GUARD FIRE PROTECTION Address 1 6438 ARVILLE STREET Address 2 LAS VEGAS, NV 89118 Contact Name Contact Title ExtensionPhone 702-966-8021 FAX 702-987-1174 E-mail BOBBY@ONGUARDFP.COM Web-Site BOBBY TAVAKOLI Address 3 Address 1 Address 2 Drawing Name STONE CREEK PLAN 1 D0.cad System Flow Demand 26.02 Remote Area(s) Address 3 12/8/2021© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.6.0 9:15:31AM Hydraulic Graph Water Supply Node: 1 Job Name: STONE CREEK RANCH Remote Area Number: 2- 20' X 20' SPACING Date: 12/8/2021 Summary Sheet N 1.85 © M.E.P.CAD, Inc.12/8/2021 Page 2AutoSPRINK 2020 v16.3.6.0 9:15:46AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (2- 20' X 20' SPACING) Job Number: 212024 Sprinkler 201 21.02 21.02 4.9 18.400 Hose 500 5.00 5.00 0 34.407 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.12/8/2021 Page 3AutoSPRINK 2020 v16.3.6.0 9:15:48AM Job Name: STONE CREEK RANCH Remote Area Number: 2- 20' X 20' SPACING Date: 12/8/2021 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 76.9501 60.03726.02850.00 77.93877.940Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 0'26.0260.037Supply1 10'-1 21.0218.400Sprinkler201 2'-1 5.0034.407500 -2'42.8322 -2'39.6473 -2'37.8054 2'-7 34.138Supply5 10'-7 27.58010 10'-7 25.283150 10'-7 22.850152 10'-7 18.987158 © M.E.P.CAD, Inc.12/8/2021 Page 4AutoSPRINK 2020 v16.3.6.0 9:15:50AM Date: 12/8/2021 Job Name: STONE CREEK RANCH Remote Area Number: 2- 20' X 20' SPACING Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 3' 10'-7 3'-6 -0.217 0.804 10'-1 6"201 158 ¾• • • • • Route 1 • • • • •(See Notes) 0.8740 18.40021.02 0.229630 Sprinkler, 21.02 4.9 T(3') 150 11' 10'-7 34'-8 3.922 10'-7 23'-8158 160 ¾(See Notes) 0.8740 18.987 0.11309014.33 E(7'), 4Tr(1') 150 2' 10'-7 18'-11 2.374 10'-7 16'-11160 150 ¾(See Notes) 0.8740 22.9090.84 0.125605 Flow (q) from Route 2 15.17 2Tr(1') 150 7' 10'-7 10'2.297 10'-7 3'150 10 ¾(See Notes) 0.8740 25.2835.85 0.229630 Flow (q) from Route 3 21.02 E(7') 150 29' 2'-7 41'-4 3.472 3.086 10'-7 12'-410 5 1 (See Notes) 1.1010 27.580 0.07459121.02 3E(7'), f(-0.000), 2Tr(1'), sCV(5 '), cplg(1'), BASE OF RISER 150 2'-1 6" 0.217 0.053 2'-7 6"5 500 1 1.0250 34.138 0.10567321.02 150 5'-5 -2'10'-5 1.767 1.630 2'-1 5'500 4 1 (See Notes) 1.0250 34.4075.00 0.15682726.02 2E(2'-8) 150 -2'50'1.842 -2'50'4 3 1¼ 1.3800 37.805 0.03685026.02 150 -2'1'3.185 -2'1'3 2 1 (See Notes) 0.9950 39.647 0.18123826.02 WMV(-4.000) 150 7' 0'87' -0.867 18.073 -2'80'2 1 1 (See Notes) 0.9950 42.832 0.18123826.02 AngV(-3.527), T(7'), BalV(-0.08 8), S 150 1 0.00 Hose Allowance At Source 26.02 Route 1Total(Pt) 60.037 © M.E.P.CAD, Inc.12/8/2021 Page 5AutoSPRINK 2020 v16.3.6.0 9:15:52AM2- 20' X 20' SPACING Date: 12/8/2021 Job Name: STONE CREEK RANCH Remote Area Number: 2- 20' X 20' SPACING Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 41' 10'-7 100'0.059 10'-7 59'152 160 ¾• • • • • Route 2 • • • • •(See Notes) 0.8740 22.8506.69 0.000590 T(3'), Flow (q) from Route 4 0.84 7Tr(1'), 4E(7'), T(3') 150 22.909 Total(Pt)Route 2 41' 10'-7 112'-11 2.433 10'-7 71'-11152 150 ¾• • • • • Route 3 • • • • •(See Notes) 0.8740 22.8506.69 0.021544 Flow (q) from Route 4 5.85 2T(3'), 7Tr(1'), 4E(7') 150 25.283 Total(Pt)Route 3 55' 10'-7 140'3.863 10'-7 85'158 152 ¾• • • • • Route 4 • • • • •(See Notes) 0.8740 18.98714.33 0.027590 Flow (q) from Route 1 6.69 4T(3'), 5E(7'), 8Tr(1') 150 22.850 Total(Pt)Route 4 © M.E.P.CAD, Inc.12/8/2021 Page 6AutoSPRINK 2020 v16.3.6.0 9:15:52AM2- 20' X 20' SPACING Date: 12/8/2021 Job Name: STONE CREEK RANCH Remote Area Number: 2- 20' X 20' SPACING Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90°Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.12/8/2021 Page 7AutoSPRINK 2020 v16.3.6.0 9:15:52AM2- 20' X 20' SPACING