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FSS2022-0059
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 / BRES2021-0740 / PLAN 4 Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - TRACT HOMES Status: FINALED Applied: 2/23/2022 ECON Parcel No: 762440012 Site Address: 80467 OLD RANCH TRL SOUTH LA QUINTA,CA 92253 Approved: 2/28/2022 AHI Subdivision: TR 30834 Block: Lot: 31 Issued: 3/1/2022 AHI Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 8/30/2022 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 9:27:56 AM 1 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0059 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD ROUGH PIPING KHET 3/21/2022 3/21/2022 DISAPPROVE D SEE NOTES SIGNIFICANT AS-BUILT CHANGES, MAINLY DUE TO STRUCTURAL BEAM AVERSIONS. REQUIRE REVISED PLANS AND CALCS UNDER THE FCMP PERMIT PRIOR TO REINSPECTION. FEES FOR REINPSECTION WILL APPLY TO THIS PERMIT ONLY (*FEES FOR REVISED PLANS WILL BE UNDER APPROPRIATE FCMP). OVERHEAD HYRO KHET 3/21/2022 3/21/2022 APPROVED HYDRO ONLY APPROVED 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 8/29/22 WEB12908 715207442 CREDIT 950378 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $167.00 $167.00 3/1/22 WEB10866 635699324 24 CREDIT 950378 ECON FIRE STAFF - PER HOUR 101-0000-42420 1 $167.00 $167.00 4/25/22 WEB11533 636775314 31 CREDIT 950378 ECON Total Paid for FIRE FEES: $501.00 $501.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 3/1/22 WEB10866 635699324 24 CREDIT 950378 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 3/1/22 WEB10866 635699324 24 CREDIT 950378 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$517.00 $517.00 Printed: Wednesday, April 05, 2023 9:27:56 AM 2 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0059 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 3/21/2022 KOHL HETRICK FSS2022-0059 INSP NOTES.pdf FSS2022-0059 INSP NOTES.pdf 1 BOND INFORMATION OVERHEAD ROUGH PIPING KHET 4/28/2022 4/28/2022 APPROVED SEE NOTES Confirm at Final: 3-ft clearance around chandeliers is needed 18-in clearance from smoke/wifi devices is needed RSV-1 valves still not installed FIRE FINAL**KHET 8/22/2022 8/22/2022 DISAPPROVE D SEE NOTES Inadequate flow/pressure observed at riser. Perceived to be another CVWD restriction issues that requires correction. FIRE FINAL**KHET 8/30/2022 8/30/2022 APPROVED RESIDUAL PRESSURE CONFIRMED GOOD REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST PERMIT TECH – ETRAKIT (1 DAY) PERMIT TECH BUCKET 2/23/2022 2/24/2022 2/28/2022 COMPLETE PARENT PROJECTS Printed: Wednesday, April 05, 2023 9:27:56 AM 3 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0059 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: 2MINIMUM 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'PLAN 4X - THE TACOMA ELITELIVING: 4,013ft² / GARAGE: 671ft² *SMOKE ALARMS OR DETECTORS1PER NFPA 13D1" CPVC MALE ADAPTERADAPTER1" COPPER K3RISER AND UNDERGROUND DETAIL51" CPVC 90° ELBOW1" SPEARS CPVC1505 GPM DEMANDCONTINUES TO DOMESTIC WATER *PER NFPA 13D 2016 5.1.1.2, SPARE 1" COPPER80'-0" N.T.S.7.2.1 5005'-0" N.T.S. 1" WATER METER 1¼" SCH. 40 PVC(WORST CASE)ARE INSTALLED PER NFPA 72.TEST & DRAIN ½" PVCLOCATION 2(ON GUARD FIRE PROTECTION P.O.C.) 1" CPVC TEETO SPRINKLER SYSTEM½" BALL VALVEMOST DEMANDING SCENARIO (N.T.S.)SPRINKLERS SHALL NOT BE REQUIRED. @ NODE 500PRESSURE GAUGE(WORST CASE)50'-0" N.T.S.DOMESTIC USE 1" CPVCSxS CHECK VALVEAPPROVEDNOTES:¼" 300 PSI1" CPVC CONTINUING½" DRAIN TO DOMESTIC WATER SHUT OFF 4Garage 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. 0'-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 4XSTONE CREEK RANCHTOLL BROTHERSTRACT 30834APN: 762-440-010LA QUINTA, CA80495 OLD RANCH TRAIL S.RNRA EFRITLICENSE NO.OTC FOIO ALCTNT NOFFAOTPSEICLASSIFICATIONR COEIRC-16ACT950378NAT 80FTAT -32 FT.LONGEST COPPER TIE-INHIGHEST ELEV. LOT 8PROJECT 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 6:49:40 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 # -FCMP2021-0037MASTER PLAN - 4X1" WM AND 2"UG OBSERVEDKohl HetrickReason: I am approving this documentContact Info: 760-409-5109 SEE RISER DETAIL ON PG.11" RISER LOCATION 43.97ft² 41.37ft² 21.59ft² 33.89ft² GARAGE 10'-1" CLG. PRIMARY BEDROOM10'-1" CLG. GREATROOM12'-1" CLG. CASUAL DINING12'-1" CLG. KITCHEN10'-1" CLG. PRIMARYBATH10'-1" CLG. PRIMARYBATHCLOSET10'-1" CLG. FOYER EXTENSION10'-1" CLG. BEDROOM 310'-1" CLG. BEDROOM 210'-1" CLG. LAU10'-1" CLG. ENTRY10'-1" CLG. FOYER20'-7" CLG. BED 2CLOSET10'-1" CLG. BED 3CLOSET10'-1" CLG ENTRY10'-1" CLG. ENTRY10'-1" CLG. HALL10'-1" CLG. OFFICE10'-1" CLG.¾3'4'-10¾¾1'-86'-9 8'-2 ¾2'-2¾ ¾5'-7¾¾5'-2¾ 4'-4 ¾ 4'¾2'¾ 6'-11 ¾ 8'-4 1'-59'-11'-59'-19'6'-11'-89'-19'-106'-41'-7 ¾ 3'-1 4'-26'-10¾7'-1¾¾¾3'-46'-10 ¾¾ 6'-10 ¾ ¾ 7'-4 ¾8"¾¾3'-67" 1'-3 ¾10'-6¾1'-1¾2'-5¾ ¾ 4'-2 6'-1¾ 1 ¾ ¾¾¾ 2'-4 9'-11 3'-4¾¾ ¾¾¾3'-111' ¾¾7'-310' 10'-3 11'-1¾ ¾ ¾12'-511'-7¾5'-49'-6 ¾1'-4 2'-4 1' 3'-5 6'-10¾¾ 6'-3 2'-11 ¾5'-6¾¾ 8'-10 ¾ 8'-10 ¾2'-10¾5'-51'-4 ¾3'1¾ 3'-4¾9'-2¾8'-2¾ 3' ¾ 11'-7 ¾ 1'-7 ¾ 15'-9 ¾ 1'-9 ¾2'-2¾1'-1¾3'-31'¾¾ 3'-4 ¾ 1'5'-105'-15'1'-75'-610'-65'4'-2 10'-11 5'-6 5'-612'-515'-67'-75'-52'-47'-75'-68'-104'-3 UP ¾ X 2'-0 UP ¾ X 2'-0 9'-88'-4¾6'-6¾¾¾ 11" ¾ 13'-10 ¾ 2'-7 ¾ 9'-10 ¾ 2'-10 ¾ 11"4'-79'-83'-76'-617'6'-6 UP ¾ X 10'-6" UP ¾ X 10'-6" 7ft² 9'-1" CLG. 10'-1" CLG. 9'-1" CLG. BEDROOM 5 BEDROOM 49'-1" CLG. 10'-1" CLG.14.88ft²LOFT HALL 37.19ft² 29.82ft² 14.38ft² REMOTE AREA 1 REMOTE AREA 220'X20' SPACING 16'X16' SPACING DN ¾ X 10'-6" DN ¾ X 10'-6" ¾ 7'¾2'-10¾ 4" ¾ 2'-5¾1'-9¾9"¾5'-7¾2'-6¾5'-7¾1'-2¾16'-6¾ 9'-8¾1'-2¾ 1'-3 ¾ 4' ¾ 3'-10 ¾ 2' UP ¾ X 1'-0 UP ¾ X 1'-01'-89'-79'-7 2'-3 3'-6 7'-11 3'-57'-94'9'-83'-8 7'-95'-108'-33'-73'-6 UP ¾ X 1'-0TO FAU 1'-3¾¾2'-2¾ 4'-1 ¾ 13'-3 ¾ 2' ¾ 1'-7¾1'-9¾ 4'-11 ¾6'-10¾ 1'-10 ¾1'¾1'-1¾6'-10¾ 1'-2 1'-2 UP ¾ X 1'-0 UP ¾ X 1'-0UP ¾ X 1'-0 UP ¾ X 1'-011"7'-711"13'-710'-19'-120'-71'-510'-1 Hydraulic Information Remote Area 2- 20'x 20' SPACING OCCUPANCY CLASSIFICATION Residential DENSITY (gpm/ft²)0.05 for 400.00ft² (Actual 158.84ft²) TOTAL HOSE STREAMS 5.00 TOTAL HEADS FLOWING 1 K-FACTOR 4.9 TOTAL WATER REQUIRED 26.02 TOTAL PRESSURE REQUIRED 63.912 BASE of RISER (gpm)21.02 BASE of RISER (psi)38.012 SAFETY MARGIN (psi)+14.026 (18.0%) Hydraulic Information Remote Area 1- 16' X 16' SPACING OCCUPANCY CLASSIFICATION Residential DENSITY (gpm/ft²)0.05 for 512.00ft² (Actual 234.26ft²) TOTAL HOSE STREAMS 5.00 TOTAL HEADS FLOWING 2 K-FACTOR 4.9 TOTAL WATER REQUIRED 31.48 TOTAL PRESSURE REQUIRED 70.928 BASE of RISER (gpm)26.48 BASE of RISER (psi)34.252 SAFETY MARGIN (psi)+7.009 (9.0%)Sprinkler LegendSymbolSpacingManufacturerSINModel K TypeSizeFinishTemp.Qty.20'X20'Senju Sprinkler Co., LTDSS8464RC-RES4.9Pendent½White162°F516'X16'Senju Sprinkler Co., LTDSS8464RC-RES4.9Pendent½White162°F2916'X16'Senju Sprinkler Co., LTDSS8464RC-RES4.9Pendent½White205°F6120ft²VikingVK696ATTIC4.2Upright½Brass200°F1Total = 41FP 2 OF 2 21-20-24 AS NOTED JR VERA 12/01/2021 GENERAL NOTES4132 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. TITLE: DRAWN: PROJECT NO:PROJECT NAME:PROJECT ADDRESS:SHEET: SCALE: DATE:REVISIONSDATEREV. BYTRACT 30834STONE CREEK RANCHLA QUINTA, CATOLL BROTHERSPLAN 4X LOT 29APN: 762-440-01080495 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 IPASECOND FLOOR SCALE: 1/4" = 1'-0 FIRST FLOOR SCALE: 1/4" = 1'-0 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 4X D0.cad Calculation Date: 12/8/2021 for Design Remote Area Location: Residential Area of Application: 512.00ft² (Actual 234.26ft²) Coverage per Sprinkler: 256.00ft² Type of sprinklers calculated: 2 HALL 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 73.306@31.48From Water Supply at Node 1:(Safety Margin = 4.631) Type of System: 13D WET Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Source:COACHELLA VALLEY WATER DISTRICT 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: 68.577 N/ALeft:Automatic peaking results Notes: 12/8/2021© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.6.0 8:45:07AM1- 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 70.929 7.009850.0076.95077.940 31.48Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 31.48 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 26.54gal Residential 0.050gpm/ft² 256.00ft² 512.00ft² (Actual 234.26ft²) 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 Right: 66.254 Volume capacity of Dry PipesVolume capacity of Wet Pipes 6.75 between nodes 3 and 4 Maximum Velocity Under Ground 12.99 between nodes 2 and 3 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 BOBBOY TAVAKOLI Address 3 Address 1 Address 2 Drawing Name STONE CREEK PLAN 4X D0.cad System Flow Demand 31.48 Remote Area(s) Address 3 12/8/2021© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.6.0 8:56:44AM 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 8:45:09AM 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 13.48 13.00 4.9 7.573 Hose 500 5.00 5.00 0 36.928 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.12/8/2021 Page 4AutoSPRINK 2020 v16.3.6.0 8:45:10AM 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 73.30631.48850.00 77.93877.940Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 0'31.4873.306Supply1 20'-7 13.007.039Sprinkler101 20'-7 13.487.573Sprinkler102 2'-1 5.0036.928500 -2'48.0052 -2'43.6373 -2'41.0154 2'-7 36.630Supply5 10'-7 28.653150 10'-7 25.131152 10'-7 21.709154 10'-7 21.074156 10'-7 20.861158 10'-7 21.076160 10'-7 21.321162 10'-7 21.459164 10'-7 21.619166 10'-7 21.699168 10'-7 22.265170 © M.E.P.CAD, Inc.12/8/2021 Page 5AutoSPRINK 2020 v16.3.6.0 8:45:13AM Job Name: STONE CREEK RANCH Remote Area Number: 1- 16' X 16' SPACING Date: 12/8/2021 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 10'-7 21.540172 22'-1 6.813250 22'-1 7.484252 22'-1 7.377254 22'-1 12.668256 21'-1 12.543258 © M.E.P.CAD, Inc.12/8/2021 Page 6AutoSPRINK 2020 v16.3.6.0 8:45:13AM 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 3' 22'-1 4'-6 -0.650 0.425 20'-7 1'-6101 250 ¾• • • • • Route 1 • • • • •(See Notes) 0.8740 7.03913.00 0.094407 Sprinkler, 13.00 4.9 T(3') 150 3' 22'-1 7'-1 0.671 22'-1 4'-1250 252 ¾(See Notes) 0.8740 6.813 0.09440713.00 T(3') 150 25' 21'-1 33'-1 0.434 4.625 22'-1 8'-1252 258 ¾(See Notes) 0.8740 7.4843.08 0.139917 Flow (q) from Route 2 16.08 3E(7'), Tr(1'), T(3') 150 24' 10'-7 39'-7 4.555 3.763 21'-1 15'-7258 158 ¾(See Notes) 0.8740 12.543 0.09497913.04 3E(7'), T(3') 150 10'-7 6'-9 0.213 10'-7 6'-9158 156 ¾ 0.8740 20.861 0.0315377.19 150 6' 10'-7 21' -0.003 0.638 10'-7 15'156 154 ¾(See Notes) 0.8740 21.074 0.030370 Tr(1') 7.04 2Tr(1'), T(3') 150 8' 10'-7 39'-11 3.422 10'-7 31'-11154 152 ¾(See Notes) 0.8740 21.7095.30 0.085809 Flow (q) from Route 12 12.35 2Tr(1'), 2T(3') 150 7' 10'-7 10'3.522 10'-7 3'152 150 ¾(See Notes) 0.8740 25.13114.14 0.352155 Flow (q) from Route 3 26.48 E(7') 150 29' 2'-7 39'-4 3.475 4.503 10'-7 10'-4150 5 1 (See Notes) 1.1010 28.653 0.11439126.48 3E(7'), f(-0.000), 2Tr(1'), sCV(5 '), cplg(1'), BASE OF RISER 150 2'-1 6" 0.217 0.081 2'-7 6"5 500 1 1.0250 36.630 0.16205826.48 150 5'-5 -2'10'-5 1.767 2.320 2'-1 5'500 4 1 (See Notes) 1.0250 36.9285.00 0.22316031.48 2E(2'-8) 150 © M.E.P.CAD, Inc.12/8/2021 Page 7AutoSPRINK 2020 v16.3.6.0 8:45:15AM1- 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 -2'50'2.622 -2'50'4 3 1¼ 1.3800 41.015 0.05243631.48 150 -2'1'4.368 -2'1'3 2 1 (See Notes) 0.9950 43.637 0.25789531.48 WMV(-4.000) 150 7' 0'87' -0.867 26.169 -2'80'2 1 1 (See Notes) 0.9950 48.005 0.25789531.48 AngV(-3.527), T(7'), BalV(-0.08 8), S 150 1 0.00 Hose Allowance At Source 31.48 Route 1Total(Pt) 73.306 3' 22'-1 4'-6 -0.650 0.455 20'-7 1'-6102 254 ¾• • • • • Route 2 • • • • •(See Notes) 0.8740 7.57313.48 0.101015 Sprinkler, 13.48 4.9 T(3') 150 3' 22'-1 16'-3 0.107 22'-1 13'-3254 252 ¾(See Notes) 0.8740 7.377 0.0065793.08 T(3') 150 7.484 Total(Pt)Route 2 21' 10'-7 38'-8 4.986 3.887 22'-1 17'-8256 172 ¾• • • • • Route 3 • • • • •(See Notes) 0.8740 12.66810.40 + 3.04 0.100426 Flow (q) from Route 9 and 10 13.44 3E(7') 150 5' 10'-7 18'-3 0.725 10'-7 13'-3172 170 ¾(See Notes) 0.8740 21.540 0.039685 Tr(1') 8.14 Tr(1'), T(3') 150 2' 10'-7 26'2.866 10'-7 24'170 152 ¾(See Notes) 0.8740 22.2656.00 0.110265 Flow (q) from Route 4 14.14 2Tr(1') 150 25.131 Total(Pt)Route 3 1' 10'-7 12'-1 0.080 10'-7 11'-1166 168 ¾• • • • • Route 4 • • • • •(See Notes) 0.8740 21.6191.86 + 1.23 0.006608 Flow (q) from Route 5 and 6 3.09 Tr(1') 150 © M.E.P.CAD, Inc.12/8/2021 Page 8AutoSPRINK 2020 v16.3.6.0 8:45:15AM1- 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 11' 10'-7 25'-1 0.566 10'-7 14'-1168 170 ¾(See Notes) 0.8740 21.6992.91 0.022588 Flow (q) from Route 7 6.00 T(3'), E(7'), Tr(1') 150 22.265 Total(Pt)Route 4 21' 10'-7 61'-9 0.160 10'-7 40'-9164 166 ¾• • • • • Route 5 • • • • •(See Notes) 0.8740 21.459 0.0025841.86 4Tr(1'), 2E(7'), T(3') 150 21.619 Total(Pt)Route 5 6' 10'-7 20'-11 0.138 10'-7 14'-11162 164 ¾• • • • • Route 6 • • • • •(See Notes) 0.8740 21.3216.00 0.006608 Tr(1'), Flow (q) from Route 8 3.09 2Tr(1'), T(3') 150 53' 10'-7 132'-8 0.160 10'-7 79'-8164 166 ¾(See Notes) 0.8740 21.459 0.001202 T(3') 1.23 6E(7'), 8Tr(1') 150 21.619 Total(Pt)Route 6 19' 10'-7 63'-8 0.377 10'-7 44'-8162 168 ¾• • • • • Route 7 • • • • •(See Notes) 0.8740 21.3216.00 0.005931 T(3'), Flow (q) from Route 8 2.91 3Tr(1'), E(7'), 2T(3') 150 21.699 Total(Pt)Route 7 18' 10'-7 51'-2 0.001 10'-7 33'-2156 160 ¾• • • • • Route 8 • • • • •(See Notes) 0.8740 21.074 0.000023 T(3') 0.15 5Tr(1'), T(3'), E(7') 150 1' 10'-7 11' -0.003 0.249 10'-7 10'160 162 ¾(See Notes) 0.8740 21.0765.86 0.022588 Flow (q) from Route 11 6.00 Tr(1') 150 21.321 Total(Pt)Route 8 45' 22'-1 84'-8 5.291 22'-1 39'-8254 256 ¾• • • • • Route 9 • • • • •(See Notes) 0.8740 7.3773.08 0.062517 Flow (q) from Route 2 10.40 5E(7'), 3T(3'), Tr(1') 150 12.668 Total(Pt)Route 9 58' 22'-1 87'-2 -0.434 0.559 21'-1 29'-2258 256 ¾• • • • • Route 10 • • • • •(See Notes) 0.8740 12.543 0.006412 T(3') 3.04 7E(7'), 3Tr(1'), T(3') 150 © M.E.P.CAD, Inc.12/8/2021 Page 9AutoSPRINK 2020 v16.3.6.0 8:45:15AM1- 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 12.668 Total(Pt)Route 10 3' 10'-7 9'-11 0.214 10'-7 6'-11158 160 ¾• • • • • Route 11 • • • • •(See Notes) 0.8740 20.8617.19 0.021588 Flow (q) from Route 1 5.86 T(3') 150 21.076 Total(Pt)Route 11 4' 10'-7 9'-4 0.168 10'-7 5'-4172 154 ¾• • • • • Route 12 • • • • •(See Notes) 0.8740 21.540 0.017978 T(3') 5.30 Tr(1') 150 21.709 Total(Pt)Route 12 © M.E.P.CAD, Inc.12/8/2021 Page 10AutoSPRINK 2020 v16.3.6.0 8:45:15AM1- 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 11AutoSPRINK 2020 v16.3.6.0 8:45:15AM1- 16' X 16' SPACING Hydraulic Calculations Location: LA QUINTA, CA, , Project Name: STONE CREEK RANCH Drawing Name: STONE CREEK PLAN 4X D0.cad Calculation Date: 12/8/2021 for Design Remote Area Location: Residential Area of Application: 400.00ft² (Actual 158.84ft²) Coverage per Sprinkler: 400.00ft² Type of sprinklers calculated: 1 BEDROOM 5 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 63.912@26.02From Water Supply at Node 1:(Safety Margin = 14.026) Type of System: 13D WET Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Source:COACHELLA VALLEY WATER DISTRICT 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 8:58:01AM2- 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 63.912 14.026850.0076.95077.940 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 26.54gal Residential 0.050gpm/ft² 400.00ft² 400.00ft² (Actual 158.84ft²) 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 260 and 201 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 BOBBOY TAVAKOLI Address 3 Address 1 Address 2 Drawing Name STONE CREEK PLAN 4X 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 8:57:24AM 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 8:58:03AM 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 38.282 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.12/8/2021 Page 3AutoSPRINK 2020 v16.3.6.0 8:58:04AM 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 63.91226.02850.00 77.93877.940Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 0'26.0263.912Supply1 20'-7 21.0218.400Sprinkler201 2'-1 5.0038.282500 -2'46.7072 -2'43.5223 -2'41.6804 2'-7 38.013Supply5 10'-7 32.29910 10'-7 30.856150 10'-7 28.627154 10'-7 28.157156 10'-7 28.003158 10'-7 28.157160 10'-7 28.327162 10'-7 28.424164 10'-7 28.535166 10'-7 28.590168 10'-7 28.985170 10'-7 28.536172 © M.E.P.CAD, Inc.12/8/2021 Page 4AutoSPRINK 2020 v16.3.6.0 8:58:07AM Job Name: STONE CREEK RANCH Remote Area Number: 2- 20'x 20' SPACING Date: 12/8/2021 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 22'-1 21.265256 21'-1 20.734258 21'-1 18.987260 © M.E.P.CAD, Inc.12/8/2021 Page 5AutoSPRINK 2020 v16.3.6.0 8:58:07AM 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' 21'-1 3'-6 -0.217 0.804 20'-7 6"201 260 ¾• • • • • Route 1 • • • • •(See Notes) 0.8740 18.40021.02 0.229630 Sprinkler, 21.02 4.9 T(3') 150 10' 21'-1 14'-2 1.747 21'-1 4'-2260 258 ¾(See Notes) 0.8740 18.987 0.12318115.01 E(7'), T(3') 150 24' 10'-7 39'-7 4.555 2.714 21'-1 15'-7258 158 ¾(See Notes) 0.8740 20.734 0.06849810.93 3E(7'), T(3') 150 10'-7 6'-9 0.154 10'-7 6'-9158 156 ¾ 0.8740 28.003 0.0227946.03 150 6' 10'-7 21' -0.003 0.473 10'-7 15'156 154 ¾(See Notes) 0.8740 28.157 0.022528 Tr(1') 5.99 2Tr(1'), T(3') 150 8' 10'-7 39'-11 2.229 10'-7 31'-11154 150 ¾(See Notes) 0.8740 28.6273.80 0.055897 Flow (q) from Route 11 9.79 2Tr(1'), 2T(3') 150 14' 10'-7 19'-4 1.443 10'-7 5'-4150 10 1 (See Notes) 1.1010 30.85611.23 0.074591 Flow (q) from Route 2 21.02 2E(7') 150 22' 2'-7 30' 3.475 2.239 10'-7 8'10 5 1 (See Notes) 1.1010 32.299 0.07459121.02 f(-0.000), 2Tr(1'), sCV(5'), 2E(7 '), cplg(1'), BASE OF RISER 150 2'-1 6" 0.217 0.053 2'-7 6"5 500 1 1.0250 38.013 0.10567321.02 150 5'-5 -2'10'-5 1.767 1.630 2'-1 5'500 4 1 (See Notes) 1.0250 38.2825.00 0.15682726.02 2E(2'-8) 150 -2'50'1.842 -2'50'4 3 1¼ 1.3800 41.680 0.03685026.02 150 © M.E.P.CAD, Inc.12/8/2021 Page 6AutoSPRINK 2020 v16.3.6.0 8:58:09AM2- 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 -2'1'3.185 -2'1'3 2 1 (See Notes) 0.9950 43.522 0.18123826.02 WMV(-3.003) 150 7' 0'87' -0.867 18.073 -2'80'2 1 1 (See Notes) 0.9950 46.707 0.18123826.02 AngV(-2.249), T(7'), BalV(-0.05 6), S 150 1 0.00 Hose Allowance At Source 26.02 Route 1Total(Pt) 63.912 21' 10'-7 38'-8 4.986 2.286 22'-1 17'-8256 172 ¾• • • • • Route 2 • • • • •(See Notes) 0.8740 21.2656.01 + 4.08 0.059058 Flow (q) from Route 8 and 9 10.09 3E(7') 150 5' 10'-7 18'-3 0.450 10'-7 13'-3172 170 ¾(See Notes) 0.8740 28.536 0.024627 Tr(1') 6.29 Tr(1'), T(3') 150 2' 10'-7 26'1.870 10'-7 24'170 150 ¾(See Notes) 0.8740 28.9854.94 0.071964 Flow (q) from Route 3 11.23 2Tr(1') 150 30.856 Total(Pt)Route 2 1' 10'-7 12'-1 0.056 10'-7 11'-1166 168 ¾• • • • • Route 3 • • • • •(See Notes) 0.8740 28.5351.53 + 1.01 0.004608 Flow (q) from Route 4 and 5 2.54 Tr(1') 150 11' 10'-7 25'-1 0.395 10'-7 14'-1168 170 ¾(See Notes) 0.8740 28.5902.40 0.015751 Flow (q) from Route 6 4.94 T(3'), E(7'), Tr(1') 150 28.985 Total(Pt)Route 3 21' 10'-7 61'-9 0.111 10'-7 40'-9164 166 ¾• • • • • Route 4 • • • • •(See Notes) 0.8740 28.424 0.0018021.53 4Tr(1'), 2E(7'), T(3') 150 28.535 Total(Pt)Route 4 6' 10'-7 20'-11 0.096 10'-7 14'-11162 164 ¾• • • • • Route 5 • • • • •(See Notes) 0.8740 28.3274.94 0.004608 Tr(1'), Flow (q) from Route 7 2.54 2Tr(1'), T(3') 150 © M.E.P.CAD, Inc.12/8/2021 Page 7AutoSPRINK 2020 v16.3.6.0 8:58:09AM2- 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 53' 10'-7 132'-8 0.111 10'-7 79'-8164 166 ¾(See Notes) 0.8740 28.424 0.000838 T(3') 1.01 6E(7'), 8Tr(1') 150 28.535 Total(Pt)Route 5 19' 10'-7 63'-8 0.263 10'-7 44'-8162 168 ¾• • • • • Route 6 • • • • •(See Notes) 0.8740 28.3274.94 0.004136 T(3'), Flow (q) from Route 7 2.40 3Tr(1'), E(7'), 2T(3') 150 28.590 Total(Pt)Route 6 18' 10'-7 51'-2 0.000 10'-7 33'-2156 160 ¾• • • • • Route 7 • • • • •(See Notes) 0.8740 28.157 0.000002 T(3') 0.04 5Tr(1'), T(3'), E(7') 150 1' 10'-7 11' -0.003 0.173 10'-7 10'160 162 ¾(See Notes) 0.8740 28.1574.90 0.015751 Flow (q) from Route 10 4.94 Tr(1') 150 28.327 Total(Pt)Route 7 63' 22'-1 119'-9 -0.434 2.711 21'-1 56'-9260 256 ¾• • • • • Route 8 • • • • •(See Notes) 0.8740 18.98715.01 0.022639 Flow (q) from Route 1 6.01 7E(7'), 4T(3'), 2Tr(1') 150 21.265 Total(Pt)Route 8 58' 22'-1 87'-2 -0.434 0.964 21'-1 29'-2258 256 ¾• • • • • Route 9 • • • • •(See Notes) 0.8740 20.734 0.011066 T(3') 4.08 7E(7'), 3Tr(1'), T(3') 150 21.265 Total(Pt)Route 9 3' 10'-7 9'-11 0.154 10'-7 6'-11158 160 ¾• • • • • Route 10 • • • • •(See Notes) 0.8740 28.0036.03 0.015527 Flow (q) from Route 1 4.90 T(3') 150 28.157 Total(Pt)Route 10 4' 10'-7 9'-4 0.091 10'-7 5'-4172 154 ¾• • • • • Route 11 • • • • •(See Notes) 0.8740 28.536 0.009704 T(3') 3.80 Tr(1') 150 28.627 Total(Pt)Route 11 © M.E.P.CAD, Inc.12/8/2021 Page 8AutoSPRINK 2020 v16.3.6.0 8:58:09AM2- 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 9AutoSPRINK 2020 v16.3.6.0 8:58:09AM2- 20'x 20' SPACING