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FCMP2022-0006 Capistrano Plan 4a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2022-0006 MoFT�• Description: CAPISTRANO / TRACT# 31910 / MASTER PLAN TYPE 4 (3003) Status: APPROVED Type: FIRE CONSTRUCTION MASTER PLAN (WEB) Status Date: Subtype: FIRE SPRINKLER MASTER PLAN Applied: 2/25/2022 Address: 81843 CAMINO SAN JUAN Approved: 3/24/2022 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: Expired: Details: Pr DAYS REVIEWS III ACTIONS INSPECTIONS CONDITIONS ADDITIONAL SITES CHRONOL NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST STE 200 CORONA CA 92879 (951)272-2522 jamieb@fireinc.net OWNER CAPISTRANO LOTS 940 EMMETT AVE STE 200 BELMONT CA 94002 (951)272-2522 jamieb@fireinc.net DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY FIRE STAFF - PER HOUR 101-0000-42420 1 $167.00 $0.00 Total Paid for FIRE FEES: $167.00 $0.00 Printed: Thursday, April 20, 2023 10:38:15 AM 1 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2022-0006 MoFT�• CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $0.00 MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $0.00 TECHNOLOGY 502-0000-43611 0 $5.00 $0.00 ENHANCEMENT FEE Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $0.00 INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED RESULT DATE REMARKS NOTES FIF RETURNED 7 REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE 1ST FIRE (2WK) KOHL 2/25/2022 3/11/2022 3/24/2022 APPROVED SEE ATTACHMENTS HETRICK 1ST PERMIT PERMIT TECH 2/25/2022 2/28/2022 2/28/2022 COMPLETE TECHNICIAN (1DAY) BUCKET BOND INFORMATION Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 2/25/2022 Etrakit Contractor 1ST SUBMITTAL PLAN 4.3003_1.pdf 1 HYDRAULIC CALCS DOC 2/25/2022 Etrakit Contractor 1ST SUBMITTAL Fire Fire Flow.pdf 1 Flow DOC 2/25/2022 Etrakit Contractor 1ST SUBMITTAL Plan 4 Application.pdf 1 Application Printed: Thursday, April 20, 2023 10:38:15 AM 2 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2022-0006 MoFT�• r Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 2/25/2022 Etrakit Contractor 1ST SUBMITTAL Plan 4 Tracking 1 Tracking Sheet Sheet.pdf DOC 2/25/2022 Etrakit Contractor 1ST SUBMITTAL PLAN 4.3003 - 1 Sprinkler Plan SPRINKLER PLAN.pdf FCMP2022-0006 - FCMP2022-0006 - DOC 3/24/2022 KOHL HETRICK APPROVED PLANS AND APPROVED PLANS AND 1 CALCS.pdf CALCS.pdf DOC 3/24/2022 KOHL HETRICK FCMP2022-0006 - COA FCMP2022-0006 - COA 1 LETTER.pdf LETTER.pdf Printed: Thursday, April 20, 2023 10:38:15 AM 3 of 3 CENTRALSOLIARE Rl v:l IF SENJU SPRINKLER CO., LTD. - ReEideneal Lead Free Flat Concealed Sprinkler. Pendent Model: RC-RES. K-Factor: 3.7. SIN: SS8261 GENERAL DESCRIPTION TM mwa Fe.F AP�,.e m.,evaene�oawn.��a�e.e. ®..u. n..era�e�.o•..mo..vmu. wP•usn1. 111—e 1Th..mmlon vrN eenAwirya�a ww. asuween waw m mmx Re-FS. wonm.xe a mMmb to exaw o� aixre wnnmerm,.+aeweeummmmrmeww wrereneu a,rvre web A lexnwR ein atuve�ew�rwev�nm wewr oee wwelPuataverpve�dox5%base i�w�evee nxe Mpipw, WAR NGs wPa� lumdxeaa Ma NauwmFn PAwaNnn aemNznm �i yu�aY�ana�mea�am¢al axavWtlemotlon. /rip/unetlmMon mrpuiaeneearawwaru. o nmpnryeruu. eurmw. �rowa mwmap eaax.ea wum w'��.�w°.°.amry nWme:"�w navmmam`"".,. �<eam°°e„a°°mw'""p w„am.. m. tivtlreulk Mahn Criteria Page: a W e a aw.m.�a, rt Icv hFml ew ,re roa1-11e-1-11 MEN a 1 6m Mmmmmm mmmmmm mammmm imammmm ill saerau..sa.a w1. m e.w..a.RUMx...aaM a xxsae m. FREEDONN RESIDENTIAL CONCEALED PENDENT SPRINKLER VKASA KA9 VIIaNG I , —ph.. xl�mv.e®vIRl,gcwp.pam vmumruw.esxNm.nm Mmm.emaa Nmmenmwi aw ww.....ivaeam.gaeew, o sr �wu i.'maa H �a v"'re."xx �E�re vnMnnmb e.eueem m�mwarvxr wmmpN ~'�pw�a Ex LISTINGS AND APPROVALS nexrury FL u111p 1 CO: DILaxM am ®® vi�ivc P ,o,K;10 Ea u�xu nweaa RO u. ux.m HYDRAULIC SYSTEM This Building is PmlepPd by A Hydraulically Designed AutomaSc SpnnNer System. Date ISHAS11d 1211511 I-DODRn CALL AREA Numberoi Sprinldem 1 Basis d Deemn Ex IIY .05 gpmhp.fl ]. oEalfA'EOPRFAOF OPCHARGE 400 N.A. System Demand 1.NAFERrLONRATE 25.0 ppm ]. RESIWAL PRESSUAEATTHE BASE OF THE RISER 39.4 psi Inshlkd By Flre Sminkkr SIREmelnc. HYDRAULIC NAMEPLATE N.T.S. 13D GENERAL NOTES INSTALLED 1, R 11 MEry TDNANDTRE MORD 11 IOr1. eruunersaNA ELLL ASTIC RAPERMnrvelurLV AF xeD SGN ND CAnF 11 MSAN7 _RENT SENLU. INSTALLED AT 1, FT. MAFIMLF0 PENDENT 87"N"ES8 ARE UM ePADI IS tx PEIIENT Le ETECND A7NU1FACTUFE0 by ANNC INSTALLED AT 1. Fr. MAIL bPADINO // O, mm CAPIISTRANO TRA01910 HASTEUBMITTAL PLAN 4.W03 IAOUINTA, CA. IA OUINTA FIRE DEPARTMENT LEGAL DESCRIPTION OOCbPRUOYR3/U CONSTRUCTION LB ION'. STORIES CT BUILDING AREA. 3,- SOFT. FEE SPRINKLER SYSTEM PER rots NFPA MD ALL RESIDENTAL VATH AM DENSITY Vv1THIN AREAS, BUILDING SUMMARY • CO RES PENDENT bPRINIER ® m PRINILER Q RES. PENDENT SPRINKLER S ORANGE IN ELEVATION ® RISERLDT.A`TION(PERDETAIL) ® NODE POINT FOR GLWLATION HANGER TICDEFAIL SYMBOLLEGEND APPROVED Riversde CDunty FrCD p rtPCOt LeQ to Ofi TF' M h I By Kohl H t k FIRE SAFETY SPECIALIST D3Y14Y10219.1311 AM .......... tymeFn Dewmmenl u PERMIT# f NT2022_0006 MASTER PLAN TYPE 4 APPROVAL STAMP 'FOR REFERENCE ONLY `PO 9ESRE TO OM psrGR 1 WATER CCONTROL DOMESTIC 5 WVAN GPMALLCE J.—DE 1'ELEV. OFLEV1i P� PPERK O ETFR 4 - /a MAx 3 ELEv. sa MAx -z E'Ev. UNDERGROUND DETAIL N.T.S. (FOR REFERENCE ONLY) AAE SgER� PROAOE WIRE0T0 ,�tlpda. . . ASIE` RISER DETAIL N.T.S. JOB NO: 111150 DATE: 12115,21..E. DRAVMI BV: C.P. LICENSE NO. 684600 705 E. HARRISON ST., SUITE 200 CORONA, CA 92879 PH - 800-915-3473 FAX - 951-272-2535 CUSTOM, TRACT, MULTI-FAMILY AND COMMERCIAL DESIGN, X.X.INEERING AND INSTALLATION 1/4" = 1' IF SHEET IS LESS THAN SIZE - 24" X 36" SHEET ID 24" X 36" IT IS A REDUCED SCALE PRINT SCALE REDUCE ACCORDINGLY CLASSIFICATION C-16 LICENSE NO. 684600FIREPROTECTIONCO N T R ACTORFST A TE OF C A L IF O RNIAThe recipient of these plans hereby acknowledges that all plans, details, specifications or methods of installation contained in this set of plans is the sole property of Fire Sprinkler Systems, Inc. and that any use of this set of plans is prohibited and is a violation of copyright laws without first receiving permission from Fire Sprinkler Systems. PLAN 4.3003 FIRE SPRINKLER PLAN SHEET FP2 OF FP3 DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13D, 2016 ED. TOTAL LIVING AREA - GARAGE AREA- 3,003 SQFT. 660 SQFT.NO.DATEREVISION12345Size Range:3 4" through 3" Finish: Pre-Galvanized Carbon Steel per ASTM A653 Service: Hanger for CPVC, steel, & copper pipe in the horizontal position on the bottom and side of structural wood beams, composite beams and Steel 20 Ga. (min.) (Fig. A, C respectively). Can be used as a restrainer when installed on top of structural wood beams (Fig. B), for limiting pipe movement due to thrust loads during sprinkler system start-up. It can also be used as a guide to limit movement for pipe in the vertical position. When used on composite wood beams, web thickness must be 3 8" or greater. Approvals: cULus Listed Installation: • Snap hanger over pipe. • Secure hanger to mounting surface with screws provided. • Do not make adjustments to hanger mounting flanges that result in clamping the pipe to the mounting surface. Pipe must be allowed to move freely through hanger. • Steel applications require two (2) #14 x 1" hex washer head self-drilling TEK screws. Not Supplied. Part Number STD-0090. Features: • Beveled edge design helps protect the CPVC pipe from any rough surface. • Easily attaches to wood structure with #10 x 1" hex washer head self threading screw supplied with product. • Retaining dimples hold the strap onto the pipe for ease of installation. (Not shown) Ordering: Specify pipe size, figure number, and description. Fig. A Fig. B Pipe Size 1 2 3 A 1 11⁄4 B Fig. C FIG. 186: DIMENSIONS (IN) • WEIGHT (LBS) øC E 1⁄4 F Approx. Weight/100 (lbs) 5 6 7 8 9 14 17 3 4 11 4 11 2 21 2 15 16 19 16 113 16 21 4 25 8 213 16 31 4 33 8 37 8 45 16 53 8 65 16 11 8 13 16 118 1½ 11116 218 29 16 27 8 312 No pre-drilling required. NOT TO SCALE ANVIL 186 HANGER (STEEL - COPPER - C.P.V.C.) Size Range:3 4" through 2" Material: Carbon Steel Finish: Pre-Galvanized per ASTM A653 Service: • Hanger and surge restraint for horizontal CPVC, steel, and copper piping when installed on the top, bottom, and side of the supporting structure. • Guide for vertical CPVC, steel, and copper piping when installed on the side of the supporting structure. • Horizontal and vertical seismic restraint per NFPA 13-2016 requirements. • May be installed with concrete, steel structural members, and other structural members with fasteners which comply with the requirements of NFPA 13. Approvals: cULus Listed Patents: No. 6,648,278 Installation: • Snap hanger over pipe. If needed, squeeze strap back around pipe. • CPVC pipe must be allowed to slide freely through the Fig. 188R. • Secure hanger to mounting surface with screws provided or with listed fasteners. Features: • Beveled edge design helps protect the CPVC pipe from any rough surface and eliminates pipe abrasion. • Easily attaches to wood structure with #10 x 1" hex washer head self-threading screw supplied with product. No pre-drilling required. • Bottom of pipe is offset 112" from the structure. Eliminates wooden spacer blocks. Ordering: Specify CPVC pipe size, figure number and description. Hanger & Restrainer Installation - Backing Nut Hanger = 1 - at top fastener Restraint = 2 - on each fastener Hanger & Restrainer Guide & Restrainer Per NFPA-13D and NFPA-13R B A E øC F D G Hanger and Restrainer FIG. 188R: DIMENSIONS (IN) • WEIGHT (LBS) CPVC Pipe Size 3 4 1 114 112 2 A 23 4 35 8 B 312 312 314 414 43 8 øC ¼ ¼ ¼ ¼ ¼ D 2 E 1 1 1 1 1 F 25 8 314 312 4 FIG. 188R: LISTED FASTENERS Pipe CPVC Steel & Copper Wood and Composite Beams Screw Supplied or #10 x 1" TEK Screw #14 x 1" TEK Screw or 14"x112" Lag Screw Steel (18ga. Minimum) #14 x 1" TEK Screw or 14"x1" TEK Screw #14 x 1" TEK Screw or 14"x1" TEK Screw G 112 Max. Hanger Spacing (FT.) 512 6 612 7 8 Approx. Weight/100 (lbs) 11 12 13 14 16 21316 21316 31116 23 16 2516 2716 21116 35 8 112 112 112 112 NOT TO SCALE ANVIL 188R HANGER (STEEL - COPPER - C.P.V.C.) J J SA J SA/COD SA SA SA J TV TVTVTVTVSCALE: 1/4" = 1'-0" PLAN 4.3003 - FIRE SPRINKLER PLAN ATTIC ACCESS HEAT ZONE GREAT ROOM 10'-0" CLG. NOOK 9'-0" CLG. KITCHEN 9'-0" CLG. CALIFORNIA ROOM 9'-0" CLG. 13 SQFT. 44 SQFT. BATHROOM 3 9'-0" CLG. LAUNDRY 9'-0" CLG. ENTRY 9'-0" CLG. DINING ROOM 9'-0" CLG. BUTLERS 9'-0" CLG. PANTRY 9'-0" CLG. BEDROOM 4 9'-0" CLG. 16 SQFT. 31 SQFT. BATHROOM 2 9'-0" CLG. 23 SQFT. 28 SQFT. BEDROOM 2 9'-0" CLG. 16 SQFT. GARAGE 9'-0" CLG. 21 SQFT. W.I.C. 9'-0" CLG.BATHROOM 1 9'-0" CLG. BEDROOM 3 9'-0" CLG. BEDROOM 1 9'-0" CLG. COVERED ENTRY 9'-0" CLG. COURTYARD R.A.G. R.A.G. R.A.G. 2' RISER LOCATION 10 8'-0" CLG. 12'6'-6"3'-6"3'-4"2'-6"2'-6"12'-6"12'-11"7'-11"10'-11"9'-7"7'8'-8"2'-2"9'-6"7'1'4'-5"3'-7"2'-7"4'-3"1'12'1'6'-2"1'-2"1'3'12'-9"1'-1"7'-11"2'-5"1'5'-5"8'-4"11'-1"2'-6"10'7'-8"4'-1"6'-6"3'-6" 2'-8"9' 6" 10" 1'-8" 1'-8" 1'-4" 9"6'-7"5'-5"1'8'1'8'1'2'-5"11'-7"11'-7"4'-5" 1'-9" 5'-7"9'-1"9"5'-6"5'-8"6'-1" 1'-3" 7'6'12'10'10'9'-8"9'-7"3'-9"8'-6"8'-9" 4'9'-11"9'-5"9'-9"3'-10" 4'-2"3'-5"5'-9"5'-4"6'-8"2'6'-8"9'-4" 6'-10"3'5'-9"4'-1"7'-5"3'9'-5"5'-10" 10'-4"8'4'5'5'-1"7'6'8'12'5'-10"8'14'7'2'-4"UP ¾" x 1'-0"DN ¾" x 1'-0"20'x20' SPACING 20'x20' SPACING 20'x20' SPACING20'x20' SPACING 20'x20' SPACING 20'x20' SPACING 20'x20' SPACING 11 12 13 18 19 14 16 15 17 CALC AREA 1 CALC AREA 2 (WORST CASE) 2 SQ. FT. 2 SQ. FT. DRAWN BY: 32190 12/15/21 JOB NO: DATE: C.P.DR HORTONCAPISTRANOBY:LA QUINTA, CA.TRACT #31910MASTER PLAN SUBMITTALPLAN 4.3003NOTES: 1.ALL HEAD SPACING TO BE 14'x14', UNLESS OTHERWISE NOTED. 2.ALL PIPES TO BE ¾" CPVC, UNLESS OTHERWISE NOTED. 3.PIPE CLEARANCES MUST BE IN ACCORDANCE WITH NFPA 13-9.3.4. 4.HANGERS SHOWN FOR REFERENCE PURPOSES ONLY. HANGER SPACING TO BE PER TABLES ON THIS SHEET. 5.ALL PIPING INSTALLED WITHIN THE ATTIC SHALL BE PROVIDED WITH MIN. 6" INSULATION ON THE ATTIC SIDE OF THE PIPING TO AVOID EXPOSURE OF THE PIPING TO TEMPERATURES IN EXCESS OF THE PIPES RATED TEMPERATURE (2016 NFPA 13D 7.7). 6.SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55sqft. AND LESS. (SECTION 8.3.2.) 7.SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES THAT MEET ALL OF THE FOLLOWING REQUIREMENTS: (1) THE AREA OF THE SPACE DOES NOT EXCEED 24sqft. (2) THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE MATERIALS AS DEFINED IN NFPA 220. 8. 8.2.5.1.2 THE DISTANCE SHALL BE MEASURED FROM THE CENTER OF THE SPRINKLER TO THE CENTER OF THE OBSTRUCTION. 9. 8.2.5.6 SHADOW AREAS SHALL BE PERMITTED IN THE PROTECTION AREA OF A SPRINKLER AS LONG AS THE CUMULATIVE DRY AREA DO NOT EXCEED 15sqft (1.4 sqm) PER SPRINKLER.SPACINGTEMP.K-FAC.SYMBOLMODELMANUF.SIN #ORIFICE217QUANTITY7TOTAL SPRINKLERS IN THIS SHEET:35-SENJUVIKING3.73.0205°175°14'x14'14'x14'SS8261VK470FREEDOMPENDENT7/16"7/16"RC-RESCONC. PEND.--------VIKING4.9200°20'x20'VK4947/16"FREEDOMCONC. PEND. LICENSE NO. 684600 705 E. HARRISON ST., SUITE 200 CORONA, CA 92879 PH - 800-915-3473 FAX - 951-272-2535 CUSTOM, TRACT, MULTI-FAMILY AND COMMERCIAL DESIGN, X.X.INEERING AND INSTALLATION 1/4" = 1' IF SHEET IS LESS THAN SIZE - 24" X 36" SHEET ID 24" X 36" IT IS A REDUCED SCALE PRINT SCALE REDUCE ACCORDINGLY CLASSIFICATION C-16 LICENSE NO. 684600FIREPROTECTIONCO N T R ACTORFST A TE OF C A L IF O RNIAThe recipient of these plans hereby acknowledges that all plans, details, specifications or methods of installation contained in this set of plans is the sole property of Fire Sprinkler Systems, Inc. and that any use of this set of plans is prohibited and is a violation of copyright laws without first receiving permission from Fire Sprinkler Systems.SECTIONS FOR REFERENCE ONLYPLAN 4.3003 SECTIONS SHEET FP3 OF FP3NO.DATEREVISION12345DRAWN BY: 32190 12/15/21 JOB NO: DATE: C.P.DR HORTONCAPISTRANOBY:LA QUINTA, CA.TRACT #31910MASTER PLAN SUBMITTALPLAN 4.3003 Z DomestiF Water System Flow Analysis �VOa 11c1110 vaucy VVOLU, viau n.t 75515 Hovley Lane East Palm Desert, CA 92211 Domestic Water System Flow Analysis (Hydraulic Model) GEO 06-07-22-4 PZ 21-12861 Requested By: DR Horton Date: 11/16/2021 Address: 2280 Wardlow Circle, Ste 100 APN: TRACT 31910 Corona, CA 92878 Req. Fire Flow: GPM at 20psi for hours. Contact Name: Mario Ornelas Project Name: Capistrano Phone: 951-739-5481 Email: maornelas@drhorton.com Cell: 951-415-4568 Domestic Water System Hydrant near Via San Clemente and Camino San Juan intersection, TR Flow Analysis Location: 31910, La Quinta Model Information Flow Analysis Description - Requested • 4 Flow Elevation (Ft): -55 None system flow available without Steady State, Dynamic (psi): 97.2 Residual Pressure (psi): 89.8 exceeding Fire Flow Tested (gpm): 2,300 N/A CVWD's Combined Total: N/A criteria. Tested Model Junction: J22645 Duration: 2 hours Demand Conditions: Peak Day Demand (PDD) Reservoir No./Level (s): Reservoir 6726/21.9' Pumps Operating No's: pumps On Pressure Zone and HGL: Lake Cahuilla (145') Model: CVWD DOMESTICWATER 2020UPDATE 092221 Comments: The domestic water system is capable of providing 2,300 gpm for 2 hours that satisfies CVWD's minimum pressure, velocity, and/or head loss criteria. This flow can be achieved by using multiple ire hydrants. This simulated system flow analysis may not include all facilities that may be required or this development/project. Please check with Development Services for further information on all required facilities. The theoretical flow to drop the residual pressure to 20 psi is greater than 5,000 gpm. Please note the theoretical flow exceeds CVWD's design criteria on the domestic water network. These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to supply water to the project at the flows or pressures indicated It is important to note that the capacity of the on -site fire system, meters, service lines, backflow assemblies and other appurtenances were not considered in this analysis, which may alter actual flows or pressures. Due to continuous changes in the system, CVWD only considers this system flow analysis valid for six months from date of modelling/analysis. These system flow analysis comments are for plan check purposes only The ultimate design responsibility resides with the Engineer -of -Record for this Project Should you have any questions or need additional information, please contact me at (760) 398-2661, ext.2397. Completed Date: ((,113 /a Page 1 of 1 ENG DS-016 s (8/31 /15) ar yU, FIRE SPRINKLER SYSTEMS, INC. 705 E. HARRISON ST. SUITE 200 CORONA, CA. RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR CAPISTRANO LA QUINTA, CA. TRACT #31910 *PLAN 4.3003 *10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 12/15/2021 File No: 32190 Data File Name: PLAN 4.3003.rdf SPRINKLER SPACING 196.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 14.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 7.0 ft. SPRINKLER SPECIFICATIONS Mfr: Senju Descr: SS8261 Pend.RC-RES(14x14) K=3.70 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=3.61 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=3.59 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 84.0 psi Resid: 77.3 psi F1ow:2300.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 5 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 10.0 7.7 15 15.0 84.0 32.1 2 10.0 7.7 15 25.3 84.0 48.9 REVIEWING AUTHORITY LA QUINTA FIRE DEPARTMENT RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) --------------------------------------------------------- --------------------- 1 1 60.00 BG ---- -2.0 SRCE ---- 15.0 4.30 32.1 ---- 25.2 11.31 48.9 150 2 0.995 6.0 ---- -2.0 ---- ---- 0.07 0.00 27.8 ---- 0.17 0.00 37.5 2 2 1.00 -7.0 -2.0 ---- ---- 15.0 0.27 27.8 ---- 25.3 0.70 37.5 150 3 0.745 0.0 ---- -2.0 ---- ---- 0.27 0.00 20.5 ---- 0.70 0.00 29.8 3 3 70.00 3L ---- -2.0 ---- ---- 15.0 0.65 20.5 ---- 25.3 1.70 29.8 150 4 1.590 27.0 ---- -2.0 ---- ---- 0.01 0.00 19.9 ---- 0.02 0.00 28.1 4 4 4.00 L ---- -2.0 ---- ---- 15.0 0.07 19.9 ---- 25.3 0.18 28.1 150 5 1.505 4.0 ---- 2.0 -5 5 0.01 1.73 18.1 5 0.02 1.73 26.2 5 5 2.00 R ---- 2.0 -5 5 10.0 0.06 18.1 5 20.3 0.21 26.2 150 6 1.101 1.0 ---- 4.0 ---- ---- 0.02 0.87 17.1 ---- 0.07 0.87 25.1 6 6 1.00 -2.5 4.0 ---- ---- 10.0 0.02 17.1 ---- 20.3 0.07 25.1 150 7 1.101 0.0 ---- 4.0 ---- ---- 0.02 0.00 14.6 ---- 0.07 0.00 22.6 7 7 6.00 2R ---- 4.0 ---- ---- 10.0 0.15 14.6 ---- 20.3 0.56 22.6 150 10 1.101 2.0 ---- 10.0 ---- ---- 0.02 2.60 11.9 ---- 0.07 2.60 19.4 8 10 7.00 LR ---- 10.0 ---- ---- 10.0 0.70 11.9 ---- 20.3 2.57 19.4 150 11 0.874 5.0 ---- 10.0 ---- ---- 0.06 0.00 11.2 ---- 0.21 0.00 16.8 9 11 58.00 LBSR ---- 10.0 ---- ---- 5.6 1.38 11.2 ---- 11.2 5.00 16.8 150 12 0.874 12.0 ---- 10.0 ---- ---- 0.02 0.00 9.8 ---- 0.07 0.00 11.8 10 12 21.00 B3R ---- 10.0 ---- ---- 0.0 0.00 9.8 ---- 0.0 0.00 11.8 150 13 0.874 6.0 ---- 10.0 ---- ---- 0.00 0.00 9.8 ---- 0.00 0.00 11.8 11 12 31.00 L5R ---- 10.0 ---- ---- 5.6 0.79 9.8 ---- 11.2 2.86 11.8 150 14 0.874 9.0 ---- 10.0 ---- ---- 0.02 0.00 9.0 ---- 0.07 0.00 9.0 12 14 16.00 LB ---- 10.0 ---- ---- 10.0 1.34 9.0 ---- 10.0 1.34 9.0 150 15 0.874 7.0 ---- 10.0 3.61 10.0 0.06 0.00 7.7 10.0 0.06 0.00 7.7 13 14 4.00 B ---- 10.0 ---- ---- -4.4 0.09 9.0 ---- 1.2 0.01 9.0 150 16 0.874 3.0 ---- 10.0 ---- ---- -0.01 0.00 9.1 ---- 0.00 0.00 9.0 14 16 12.00 B ---- 10.0 ---- ---- 0.0 0.00 9.1 ---- 10.3 0.91 9.0 150 17 0.874 3.0 ---- 10.0 3.61 ---- 0.00 0.00 9.1 10.3 0.06 0.00 8.1 15 16 34.00 4L7R ---- 10.0 ---- ---- -4.4 0.73 9.1 ---- -9.1 2.77 9.0 150 18 0.874 23.0 ---- 10.0 ---- ---- -0.01 0.00 9.8 ---- -0.05 0.00 11.7 16 18 3.50 LB ---- 10.0 ---- ---- 0.0 0.00 9.8 ---- 0.0 0.00 11.7 150 19 0.874 7.0 ---- 10.0 ---- ---- 0.00 0.00 9.8 ---- 0.00 0.00 11.7 17 18 87.00 4B6R ---- 10.0 ---- ---- -4.4 1.35 9.8 ---- -9.1 5.10 11.7 150 11 0.874 18.0 ---- 10.0 ---- ---- -0.01 0.00 11.2 ---- -0.05 0.00 16.8 Node Notes Pipe Notes Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z= The maximum velocity of water flow occurs in pipe 2 at 11.04 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 18.59 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.745 0.00 1.00 3.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.505 2.00 4.00 9.00 3.00 3.00 10.00 0.00 0.00 0.00 0.00 PAGE: P MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.590 2.00 9.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 2021.0.01 computer program (License No. ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.15 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.07 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 48.9 psi and a 7 minute flow of 177 gal. and a 10 minute flow of 252.6 gallons. The minimum pressure at any node is 7.7 psi at node 15. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE •1 1 81.0 P 72.0 R E 63.0 S S 54.0 U R 45.0 E 36.0 P 27.0 S I 18.0 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 84.0 psi, Residual = 77.3 psi @ 2300 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 84.0 psi @ 15.0 gpm 84.0 psi @ 25.3 gpm B = Required Water Supply D = Required Water Supply 32.1 psi @ 15.0 gpm 48.9 psi @ 25.3 gpm FIRE SPRINKLER SYSTEMS, INC. 705 E. HARRISON ST. SUITE 200 CORONA, CA. RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR CAPISTRANO LA QUINTA, CA. TRACT #31910 *PLAN 4.3003 *10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 12/15/2021 File No: 32190 Data File Name: PLAN 4.3003.rdf SPRINKLER SPACING 400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 10.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr: VK494 Conc.Pend.(20x20) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 84.0 psi Resid: 77.3 psi F1ow:2300.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 5 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 20.0 18.0 13 25.0 84.0 61.8 1 20.0 18.0 13 25.0 84.0 61.8 REVIEWING AUTHORITY LA QUINTA FIRE DEPARTMENT RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 1 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) --------------------------------------------------------- --------------------- 1 1 60.00 BG ---- -2.0 SRCE ---- 25.0 11.11 61.8 ---- 25.0 11.10 61.8 150 2 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 50.7 ---- 0.17 0.00 50.7 2 2 1.00 -7.0 -2.0 ---- ---- 25.0 0.69 50.7 ---- 25.0 0.69 50.7 150 3 0.745 0.0 ---- -2.0 ---- ---- 0.69 0.00 43.0 ---- 0.69 0.00 43.0 3 3 70.00 3L ---- -2.0 ---- ---- 25.0 1.66 43.0 ---- 25.0 1.66 43.0 150 4 1.590 27.0 ---- -2.0 ---- ---- 0.02 0.00 41.4 ---- 0.02 0.00 41.3 4 4 4.00 L ---- -2.0 ---- ---- 25.0 0.18 41.4 ---- 25.0 0.18 41.3 150 5 1.505 4.0 ---- 2.0 -5 5 0.02 1.73 39.4 5 0.02 1.73 39.4 5 5 2.00 R ---- 2.0 -5 5 20.0 0.20 39.4 5 20.0 0.20 39.4 150 6 1.101 1.0 ---- 4.0 ---- ---- 0.07 0.87 38.4 ---- 0.07 0.87 38.4 6 6 1.00 -2.5 4.0 ---- ---- 20.0 0.07 38.4 ---- 20.0 0.07 38.4 150 7 1.101 0.0 ---- 4.0 ---- ---- 0.07 0.00 35.8 ---- 0.07 0.00 35.8 7 7 6.00 2R ---- 4.0 ---- ---- 20.0 0.54 35.8 ---- 20.0 0.54 35.8 150 10 1.101 2.0 ---- 10.0 ---- ---- 0.07 2.60 32.7 ---- 0.07 2.60 32.7 8 10 7.00 LR ---- 10.0 ---- ---- 20.0 2.51 32.7 ---- 20.0 2.51 32.7 150 11 0.874 5.0 ---- 10.0 ---- ---- 0.21 0.00 30.1 ---- 0.21 0.00 30.1 9 11 58.00 LBSR ---- 10.0 ---- ---- 12.9 6.49 30.1 ---- 12.9 6.49 30.1 150 12 0.874 12.0 ---- 10.0 ---- ---- 0.09 0.00 23.7 ---- 0.09 0.00 23.7 10 12 21.00 B3R ---- 10.0 ---- ---- 20.0 5.65 23.7 ---- 20.0 5.65 23.7 150 13 0.874 6.0 ---- 10.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0 11 12 31.00 L5R ---- 10.0 ---- ---- -7.1 1.24 23.7 ---- -7.1 1.24 23.7 150 14 0.874 9.0 ---- 10.0 ---- ---- -0.03 0.00 24.9 ---- -0.03 0.00 24.9 12 14 16.00 LB ---- 10.0 ---- ---- 0.0 0.00 24.9 ---- 0.0 0.00 24.9 150 15 0.874 7.0 ---- 10.0 ---- ---- 0.00 0.00 24.9 ---- 0.00 0.00 24.9 13 14 4.00 B ---- 10.0 ---- ---- -7.1 0.22 24.9 ---- -7.1 0.22 24.9 150 16 0.874 3.0 ---- 10.0 ---- ---- -0.03 0.00 25.1 ---- -0.03 0.00 25.1 14 16 12.00 B ---- 10.0 ---- ---- 0.0 0.00 25.1 ---- 0.0 0.00 25.1 150 17 0.874 3.0 ---- 10.0 ---- ---- 0.00 0.00 25.1 ---- 0.00 0.00 25.1 15 16 34.00 4L7R ---- 10.0 ---- ---- -7.1 1.77 25.1 ---- -7.1 1.77 25.1 150 18 0.874 23.0 ---- 10.0 ---- ---- -0.03 0.00 26.9 ---- -0.03 0.00 26.9 16 18 3.50 LB ---- 10.0 ---- ---- 0.0 0.00 26.9 ---- 0.0 0.00 26.9 150 19 0.874 7.0 ---- 10.0 ---- ---- 0.00 0.00 26.9 ---- 0.00 0.00 26.9 17 18 87.00 4B6R ---- 10.0 ---- ---- -7.1 3.26 26.9 ---- -7.1 3.26 26.9 150 11 0.874 18.0 ---- 10.0 ---- ---- -0.03 0.00 30.1 ---- -0.03 0.00 30.1 Node Notes Pipe Notes Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z= The maximum velocity of water flow occurs in pipe 2 at 18.40 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 18.40 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.745 0.00 1.00 3.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.505 2.00 4.00 9.00 3.00 3.00 10.00 0.00 0.00 0.00 0.00 PAGE: P MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.590 2.00 9.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 2021.0.01 computer program (License No. ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.01 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.04 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 61.8 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.0 gallons. The minimum pressure at any node is 18.0 psi at node 13. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE •1 1 81.0 P 72.0 R E 63.0 S S 54.0 U R 45.0 E 36.0 P 27.0 S I 18.0 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 84.0 psi, Residual = 77.3 psi @ 2300 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 84.0 psi @ 25.0 gpm 84.0 psi @ 25.0 gpm B = Required Water Supply D = Required Water Supply 61.8 psi @ 25.0 gpm 61.8 psi @ 25.0 gpm CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org March 24, 2022 Fire Sprinkler Systems Inc. 705 E Harrison St #200 Corona, CA 92879 Re: Residential Fire Sprinkler Plan Review — CAPISTRANO — TR 31910 FCMP2022-0006 / MASTER PLAN 4 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. Contractor shall separately apply and pay fees for the various Production Home lots associated with this project as each will be handled under separate permit. 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. Kohl Hetrick - Fire Safety Specialist Bin # City of La Quints Building 8z Safety Division P.O. Box 1504, 78-495 Calle Tampico La.Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: LOT 80 / 81-843 CAMINO SAN JUAN Owner's Name: D.R. HORTON A.P.Number: Address:2280 WARDLOW CIRCLE #100 Legal Description: MASTER PLAN TYPE 4(3003) Contractor: FIRE SPRINKLER SYSTEMS, INC City, ST, Zip: CORONA, CA 92880 pa Telephone:0,0 Address: 705 E. HARRISON ST. #200 Project Description: City, ST, Zip: CORONA, CA 92879 INSTALLATION OF RESIDENTIAL FIRE SPRINKLERS Telephone: 951-272-2522 {y �k ,r'>Y "'` 'f 35 HEADS / 3,663 SF State Lic. # : 684600 City Lie. #.: 762890 Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lic. #: . ,., � z? s" Name of Contact Person: JAM I E B I S H I P Construction Type: .V_g Occupancy: R3/U Project type (eirete one): New Add'n Alter Repair Demo Sq. Ft.: 3,663 S F "St es: 1 #Units: N/A Telephone # of Contact Person: 951-272-2522 Estimated Value of Project: $3, 500.00 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Reed TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amouat Structural Cales. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Cales. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan r' Review, ready for correctionslissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.MX 11.0A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review; ready for eorrectionsfissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees