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FCMP2021-0028 Jewel Plan 2a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2021-0028 MoFT�• . Description: JEWEL / TRACT# 36537-1 / MASTER PLAN TYPE 2 Status: APPROVED Type: FIRE CONSTRUCTION MASTER PLAN (WEB) Status Date: Subtype: FIRE SPRINKLER MASTER PLAN Applied: 9/23/2021 Address: 56140 PGA BLVD Approved: 11/30/2021 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: Expired: Details: ADDITIONAL SITES CHRONOL DAYS REVIEWS ACTIONS INSPECTIONS CONDITIONS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST STE CORONA CA 92879 (951)272-2522 jamieb@fireinc.net 200 CONTRACTOR FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST STE CORONA CA 92879 (951)272-2522 jamieb@fireinc.net 200 OWNER RREF II CWC LAQ LLC 5927 PRIESTLY DR STE CARLSBAD CA 92008 (951)272-2522 jamieb@fireinc.net 110 CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE STAFF - PER HOUR 101-0000-42420 0.5 $80.50 $80.50 12/1/21 WEB10036 6339461 413 CREDIT 684600 ECON Printed: Monday, March 06, 2023 10:26:22 AM 1 of 4 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2021-0028 MoFT�• CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE STAFF - PER HOUR 101-0000-42420 1 $167.00 $167.00 12/1/21 WEB10036 6339461 413 CREDIT 684600 ECON FIRE STAFF - PER HOUR 101-0000-42420 1 $167.00 $167.00 8/8/22 WEB12699 703996795 CREDIT 684600 ECON Total Paid for FIRE FEES: $414.50 $414.50 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 12/1/21 WEB10036 633967413 CREDIT 684600 ECON 41 MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 12/1/21 WEB10036 633967413 CREDIT 684600 ECON ENHANCEMENT FEE 41 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE RETURNED REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE 1ST FIRE (2WK) KOHL 9/23/2021 10/7/2021 10/5/2021 REVISIONS REQUIRED SEE ATTACHMENTS HETRICK 1ST PERMIT PERMIT TECH 9/23/2021 9/24/2021 9/24/2021 COMPLETE TECHNICIAN (1DAY) BUCKET 2ND FIRE (1WK) KOHL 11/17/2021 11/24/2021 11/30/2021 APPROVED SEE ATTACHMENTS HETRICK 2ND FIRE (1WK) KOHL 7/11/2022 7/18/2022 8/8/2022 APPROVED REVISED PLANS/CALCS HETRICK BOND INFORMATION Printed: Monday, March 06, 2023 10:26:22 AM 2 of 4 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2021-0028 MoFT�• r Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 9/23/2021 Etrakit Contractor 1ST SUBMITTAL Plan Type 2 Lot 22 1 Application Application.pdf DOC 9/23/2021 Etrakit Contractor 1ST SUBMITTAL Plan Type 2 Lot 22 1 Tracking Sheet Tracking Sheets.pdf DOC 9/23/2021 Etrakit Contractor 1ST SUBMITTAL FireFlow Fire Flow.pdf 1 DOC 9/23/2021 Etrakit Contractor 1ST SUBMITTAL Fire Plan 2 - 1st1 Plan Submittal.pdf DOC 9/23/2021 Etrakit Contractor 1ST SUBMITTAL Plan 2 Calcs.pdf 1 Hydraulic Calculations DOC 11/17/2021 Etrakit Contractor Correction Letter Plan 2 - Correction 1 Letter.pdf DOC 11/17/2021 Etrakit Contractor Fire Flow Fire Flow 10.26.21.pdf 1 DOC 11/17/2021 Etrakit Contractor Plan 2 Resubmittal Plan 2 - D1 Submittal1 11.16.21.pdf Plan 2 Hydraulic DOC 11/17/2021 Etrakit Contractor Calculations Plan 2 Calcs_1.pdf 1 Resubmittal DOC 7/11/2022 Etrakit Contractor Fire Flow Fire Flow 1 10.26.21_1.pdf DOC 7/11/2022 Etrakit Contractor Hydraulic Calculations PLAN 2 CALCS_2.pdf 1 Delta 2 DOC 7/11/2022 Etrakit Contractor Master Plan 2 Delta 2 PLAN 2 D2.pdf 1 FCMP2021-0028 - 1ST FCMP2021-0028 - 1ST DOC 10/5/2021 KOHL HETRICK REVIEW - PLAN REVIEW - PLAN 1 CORRECTIONS.pdf CORRECTIONS.pdf FCMP2021-0028 - 1ST FCMP2021-0028 - 1ST DOC 10/5/2021 KOHL HETRICK REVIEW - CORRECTIONS REVIEW - CORRECTIONS 1 LETTER.pdf LETTER.pdf Printed: Monday, March 06, 2023 10:26:22 AM 3 of 4 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2021-0028 MoFT�• r Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 11/30/2021 KOHL HETRICK FCMP2021-0028 - FIRE FCMP2021-0028 - FIRE 1 APPROVED PLANS.pdf APPROVED PLANS.pdf DOC 11/30/2021 KOHL HETRICK FCMP2021-0028 - COA FCMP2021-0028 - COA 1 LETTER.pdf LETTER.pdf FCMP2021-0028 - FCMP2021-0028 - DOC 8/8/2022 KOHL HETRICK REVISED APPROVED REVISED APPROVED 1 PLANS AND CALCS.pdf PLANS AND CALCS.pdf Printed: Monday, March 06, 2023 10:26:22 AM 4 of 4 CENTRALSQUARE SENJU SPRINKLER CO., LTD. Ralidenfral Lead Free Flat Concealed Sprinkler, SE JU SPRINKLER CO., LTD. Residential Lead Free flat Conceded SvikJRC Ond"'t LdqE& 14 �Zdel.'RQRES. K-Factor: SIN�SS8261 2dej.RCRES. K-FacMD4.9. SIN'SS8464 i_j GENERAL DESCRIPTION 11, 1111, ICSEI EIIIII I I I C11111rorp " =MV11"= 1=11*�­,ry pen 1. h�l lI ­1, 11. .­ PC FES mEUI 1. ....... . .. LI.,- - .­ -NE. Is to . ­ . we p,, ­­UH., N.I., .,U­ K, on. .. - ­N, "No I11NFP1,15 . SHIP- S. I- IOILE1101 S.111.1 IS. UPIR, enlummenl In e. 1­ 'A=- -d I I RA,-N, I PA,� . py. .1 RK, 1.11 p- TECHNICAL DATA A, ON,IE,w .HRE.I Adj.- .: In .... (I 1.. -1 ielAN. era. ew.n erSHE", P`M`* I. PnyssBeenera I=. =.".' ZIZI =11 OPERATION d.h., N I.RlV­.-H.0I-= UN. 1_ 1_..12 An, F1 F SIT INEFRINCT "E" ePxa 1111 ,I_, 11 SIR, 11 (.UN 71 . 11 PAP I, 71 TO NO, E- I 1111 N_ 11 LIS (311.) 71 HI 11 SP NPU IN I) Gael 1 Sl'.) SP�7�4 1, SR2K) UhRII) P=, (h. V) N I.I.) (. LI�') (4 I.IZ S.1285 ) GENERAL DESCRIPTION Th, So ES==CgcE9.dSp ryaI-Pt 1, pp,l -d A ... .... ..... NORK I- "F1 I K. ii R .1 minimal-N. I­SRE, 11. E.1 -RE. .P.. 1. (12 Im.1 wnkn aaiuRT111 l� P, p-1 111. pip.lenampwo IS. apn M.rmatllrns bra p-EN wmn en 'FI H d0n*d:,;,Rodu0 =­I.I.) 'E..'N , =Mn, PI . ­d ..I. 11211 bea 1 .1.1 RISK I.=.- - A. PS. �1=W d `.d!=d= -AP.-A -1 1-aeuammnmrreawrwmprwMewa ­US- uwg I =1,7 I d%- I -nie - TECHNICAL DATA ONNS Z.*: ;_1 _Z __.1RAR EiiLD, .h.., ­R,ro.n .1­ -.1, OPERATION MEMO m Mmmmmmmmlll mmmm mmmmmmmm mmmmmmmm mmmmmmmm 74.10=1 I ...... ... HYDRAULIC SYSTEM ThiS ED Iding I, POPa tad by S Hyd.d.11y EMAg,.d A.bOlk Sprid., System. Date InSGII.d Bml I-POU., CALC AREA 2 Number of Sprinksm I Ends d Dnq 05 gBM4q fL OF 400 N.A. System Demand ­IR rLCO RUE 26.0 Rpm 2. RESIDUAL PRESSURE AT THE WE OF THE RISER 39.4 psi INIM16d By F.Spnnk1RrSyS­ INC HYDRAULIC NAMEPLATE N.T.S. 13D GENERAL NOTES -I - 1. 11�11­,IIUNUII 11111RUIR ­1 HAS 1111 111TS111 TO 11 S, A_ORDAN,0� 19 H NFPARR1T3, 40,6EE"T1ONANRI THE N_ ... EPTh T E LA OIL I EAART EST 2. THIS 8PRUNHU_EA IIISTEM 8FALL IS TEDANDIN8 ECTEDSOTH N1RI,,TCCCCU1AN_ 11ANTE1. THE 11RIHNICTIINAL FIRE INEVENT11I IF111E ­ IS Nil AMN11111T11H­RKN­I1ACVAN1ECIRFE 1. THE INETALLE1 INALL 1E111R1 ALL 1ECIRIEVAOCELLANIETEST 4. NOT-ViGbORILL&NEG OA CTFSVN8EAhN,�AATCG8ARU DRA 19 MENCER, LA I IN CCIRN Z I, T, R A PING L-EC, ,X 1. TFFE 11 PLASTIC FIRE TO IS IP­ 1PURLIAILULIED IY ­BIASLUSE U L LCTE, 1. ILL 11TICI I . It 8. THE SPACIN, AND LOCATION OF 3PRI NKLEN8 SHALL CONFORM TH TLE AN,,ACT,4EC RECLIFEMENTC ANA TUCCE CNTAINEC IN HIPA 111, 1111 E1IT11N. 8. IFREQUIRE�5YAHf,.ETANEAA�RMLN�,CATNTG EVORES�AL E EC CUO HE A� TOLAT H-SE"""E."'CH THE HYDRAULIC SYSTEM ThiS ED Iding I, POPa tad by S Hyd.d.11y EMAg,.d A.bOlk Sprid., System. Date InSGII.d Bml I-POU., CALC AREA 2 Number of Sprinksm I Ends d Dnq 05 gBM4q fL OF 400 N.A. System Demand ­IR rLCO RUE 26.0 Rpm 2. RESIDUAL PRESSURE AT THE WE OF THE RISER 39.4 psi INIM16d By F.Spnnk1RrSyS­ INC HYDRAULIC NAMEPLATE N.T.S. 13D GENERAL NOTES -I - 1. 11�11­,IIUNUII 11111RUIR ­1 HAS 1111 111TS111 TO 11 S, A_ORDAN,0� 19 H NFPARR1T3, 40,6EE"T1ONANRI THE N_ ... EPTh T E LA OIL I EAART EST 2. THIS 8PRUNHU_EA IIISTEM 8FALL IS TEDANDIN8 ECTEDSOTH N1RI,,TCCCCU1AN_ 11ANTE1. THE 11RIHNICTIINAL FIRE INEVENT11I IF111E ­ IS Nil AMN11111T11H­RKN­I1ACVAN1ECIRFE 1. THE INETALLE1 INALL 1E111R1 ALL 1ECIRIEVAOCELLANIETEST 4. NOT-ViGbORILL&NEG OA CTFSVN8EAhN,�AATCG8ARU DRA 19 MENCER, LA I IN CCIRN Z I, T, R A PING L-EC, ,X 1. TFFE 11 PLASTIC FIRE TO IS IP­ 1PURLIAILULIED IY ­BIASLUSE U L LCTE, 1. ILL 11TICI I . It 8. THE SPACIN, AND LOCATION OF 3PRI NKLEN8 SHALL CONFORM TH TLE AN,,ACT,4EC RECLIFEMENTC ANA TUCCE CNTAINEC IN HIPA 111, 1111 E1IT11N. 8. IFREQUIRE�5YAHf,.ETANEAA�RMLN�,CATNTG EVORES�AL E EC CUO HE A� TOLAT H-SE"""E."'CH THE JEWEL TR­ 7 ­N 2 HASTER PLAN .1UHNITTAL 11. 1111C ISTECT111 TO IE VICTATICI 1Y OTHERS. 11. RECCENTUAL ­CCATO PERCENT PFURRIER. ARE L.L. LICTEC AN. MANUFACTLIRE1 IY SENJU. INETALLE1 AT 14 FT. MAUH-M 1FAON1 REETEINT CATI 12. PEN DENT INTER " ECIATETE" P.-CK RESPONSE SPRINKLERS ARE U L LIUSTS, ANI MANIFACTUREO , USHIINSUALLEIAT14-1AKIRAINNI LICE TFINH. ARA, 11. PCIDENT IP111SLER1 ARE AT LEACT I 11111 ORCTET-INS DUITTECE _1 NO ... _ OR IN ACCON PANCEVATHRA.IES2542,KNO PREITKNII�1�1 KCER�KTLHE, 11 TTINI DIN CIPPRILTILIG 11SROUCR_ ARE_ �114N �4 LACLUNTA GA. ALL. LAQUINTA FIRE DEPARTMENT LEGAL DESCRIPTION OCCUIPANCY RS/U OONSTRUCTION VFB STORIES 2 BUILCINGARREA. 2,317 .1. 14. GODDIT. INI PAIIIST. TO NE 1­11CI ­ 1P1INRLE1 ­ERAFE IN AC ... ANCE _ ... 15. SPARE SPRINKMS SHALL NCT 8E 1C.SRUIEG - SE PI-CEC IN , _AiSCE Hr, N EPAD a 3 5EA'1"HETRHEET=UEL"N`T. E`LIPM ENTLES ,OTE ALLOM SHALL IS RECIURE. IN THE CONCEALEDAACE. FIRE SPRINKLER SYSTEM DEKIGNEDANDINE LED PER 2EIR NFRA IDD ALL REGCENTALV,UHA.G5CENSUTYVMTHINAFE­ BUILDING SUMMARY CONCEALED FRES. PENDENT SPRINKLER OGN­ FEE. PENDENT SPRINKLER RES. PENDENT SPRINKLER O CHANGE IN ELEVATION & RISER LOCATION(PER DETAIL) NODE POINT FOR CALCLULATION HANGER TIC DETAIL IL 'FOR REFERENCE ONLY PRESSURE REGER TO DOMESUULATRC WATER CONTROL VALVE ODS GCI­ 5 GPM ALLISNANCE .HGJA T DI-PLEV. I �12,NN-EER CMHIECEKR VALVE LVECGOPERL BL.., 1" COPPER R IN MPX I ELEK. 1 ELIEN. UNDERGROUND DETAIL N.T.S. (FOR REFERENCE ONLY) APPROVED RUVS.id. C..nly Fm D.p.fthant L, COTT, ON'. III th. Fi. MEU.h.I BY: Kohl Hetrick FIRE SAFETY SUPECLAUS Th. . OBOM­.S10U2H,4PtP­dPLET volaaon ­U., ­., Ph faulty ­ E, T'P z4Orany I pp.d th. R. MENm. PERMIT AT- ±C NIP2021-002 8 - REV I APPROVAL STAMP T-T. - 190 O JOB NO 32142 DATE RQW1 DSAVVN eY. C.F. SMRESPRNKLEIIIIIL F HOT IS IEOURR BETO PROVIDED PER 5.1.1.21 DINPPIARTELEVIRIN' PT A.PIOGURE-PAIRR ALT� RU.IER EI.LVALSE," L -aNpa� •NAL rih. . 1. ­ RISER DETAIL N.T.S. PLAN 2 -1ST FLOOR SPRINKLER PLAN SCALE: 1/4" =1'-0" r--------------- I I I I Al I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I BEDROOM 2 9'-0" CLG. III III 71-811 3' 3' 20'X20' SPACING I ;=SQFT. BATH 2 9'-0" CLG. 46 SQFT. 0 0 32 14 AI III �o o4 15 4'-11" We BEDROOM 3 9'-0" CLG. F—(l—I F.A.U. O )_ 4'_-_11I" IATTIC I IACCESS II L- — 20'X20' SPACING Lo CALC AREA 2 I I I I I I I I I I L— — — — — — — — — — — — 01) r` 0 DISPLAY 9'-0" CLG. 20'X20' SPACING F 10 5' 4'-11" 4'-8" RISER CATION bo BONUS ROOM = 9'-0" CLG. SHADOW AREA 1? OFFICE 1 9'-0" CLG. OFFICE 2 9' 0" CLG. r PER NFPA SECTION 8.2.5.6 10" 7 CUMUOVE SQFT. • 20'X20' SPACING 2 X20 SPACING 5-8" N N Q W 25 4' 4'-111 24 v t v •V\"� O • • A�\"� Q • � O 4' I 28 29 Cn CALC AREA T , PLAN 2 - 2ND FLOOR SPRINKLER PLAN SCALE: 1/4" =1'-0" SALES OFFICE SCALE: 1/4" =1'-0" F .A. —GI, ATTIC IACCESSI L—J SIN # QUANTITY SS8261 - VK470 -4 SS8464 +3 @OPTION: -1 a I I I I I SIN # QUANTITY SS8261 - VK470 -1 SS8464 - @OPTION: - PLAN 2A-2ND FLOOR SPRINKLER PLAN SCALE: 1/4" = V-0" Size Range: Y4" 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 %8' or greater. Approvals: cULus Listed 111 Installation:- Y • Snap hanger over pipe. 4 • 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. No pre -drilling required. • 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 Fig. C FIG. 186: DIMENSIONS (IN) • WEIGHT (LBS) Pipe Size A B eC E F Approx. Weightl100 (Ibs) 1 2 i6 v4 1y 1y 5 1 11/4 V4 1'% 6 1y % 3X 11Y6 7 1y 1 %6 3/ 2% 8 2 1 is 4% 41 2Y,6 9 22 2Y 1%s 2% 14 3 1 2/e 1 6% 3 2 17 ANVIL 186 HANGER (STEEL - COPPER - NOT TO SCALE Size Range: Y4" through 2" Material: Carbon Steel Finish: Pre -Galvanized per ASTM A653 c©L Lg 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 y� UM supporting structure. Al* Horizontal and vertical seismic restraint per NFPA 13-2016 requirements. = _5 • 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. 6,648,2784 Ile . 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. b0 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 1)/2" from the structure. Eliminates wooden spacer blocks. Ordering: Specify CPVC pipe size, figure number and description. Hanger & Restrainer . 4" •° • A. Installation - Backing Nut • ' . ° Hanger = 1 - at top fastener 4' ° a Restraint = 2 - on each fastener Hanger & Restrainer Guide & Restrainer Per NFPA-13D and NFPA-13R Hanger and Restrainer B —A— E -(D mC I ' FIG. 188R: DIMENSIONS (IN) • WEIGHT (LBS) CPVC Pipe Size A B oC D E F G Max. Hanger Spacing (FT.) Approx. Weightl100 (Ibs) %4 23/4 3% '/4 2 1 2% 1% 5Y 11 1 21%6 3% / 2%6 1 3% 1% 6 12 1y 21%6 34 % 2%6 1 3/4 1y 6Y 13 1y 3% 44 / 2% 1 3% 1Y 7 14 2 1 31Y6 1 4% 1 / 1 21Y6 1 1 1 4 1 1% 1 8 1 16 FIG. 188R: LISTED FASTENERS Pipe Wood and Composite Beams Steel (18ga. Minimum) CPVC Screw Supplied or #10 x 1" TEK Screw #14 x 1" TEK Screw ory"xl" TEK Screw Steel & Copper #14 x 1" TEK Screw orX"x1%" Lag Screw #14 x 1" TEK Screw or%"xl" TEK Screw ANVIL 188R HANGER (STEEL - COPPER - C.P.V.C.) NOT TO SCALE 1 st FLOOR AREA - 1,246 SQFT. 2nd FLOOR AREA - 714 SQFT. TOTAL LIVING AREA - 1,960 SQFT. GARAGE AREA - 417 SQFT. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13D, 2016 ED. NOTES: 1. ALL HEAD SPACING TO BE 14'x14', UNLESS OTHERWISE NOTED. 2. ALL PIPES TO BE 3/" 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 55sgft. 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 24sgft. (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 15sgft (1.4 sqm) PER SPRINKLER. LL 0CN � N f< w z FISS FIRi SPRINIaiR SYSTEMS INC. • LICENSE NO.684600 • CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL • DESIGN, ENGNEERING AND INSTALLATION • 705 E. HARRISON ST., SUITE 200 CORONA, CA 92879 PH - 800-915-3473 FAX - 951-272-2535 • The 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 S rinkler Systems. � 2 Z -1-0 co M CV Q Z) Z co 1­ � LU W Z N 00 �Y ;T cp ' 2 U) U) > U) to to Z ;T "T CD Z U Q x x CV x O U) a � "t C/) LU J Y a o 0 o Z d LU No CVO I— C/7 J Q W CD CD p O U Q ti CD rn M C6 Y J O i) W U,z oZ �z 0 Y� oo or O UU wz ;U �o �a �o Z Z Z z Z Q Y 2 U) > U) J Q a � O Cl) ca J co ZD U li U CvCl) co Q Q Q F_ CO 7 C) CY C 7 O H W < o J 0-1 M < O O JOB NO: 32142 DATE: 9/22/21 DRAWN BY: C.H. ION QCO,y� CLASSIFICATION C-16 * LICENSE NO. 684600 J�gTF OF C A` \`iO���Q SIZE - 24" X 36" SCALE 1/4" =1' IF SHEET IS LESS THAN 24" X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID PLAN 2 FIRE SPRINKLER PLAN SHEET FP2 OF FP3 January 2005 Garage Installation Specifications Garage Installation Specifications shall only apply for the installation of UL Listed BlazeMastere CPVC pipe and fittings in garages requiring sprinkler protection per NFPA 13D and NFPA 13R. These Standards are defined in NFPA codes entitled 'One and Two Family Dwellings and Mobile Homes' and in 'Residential Occupancies up to Four Stories in Height'. As referenced in NFPA 13D Section 8.6.4,'Sprinklers are not required in garages, open attached porches, carports or similar structures." The installation of TFP BlazeMaster sprinkler pipe and fittings for use in garages requiring sprinkler protection per NFPA 13R is only applicable to the UL Listing of this product. Requirements for Pipe, Fittings, Solvent Cement Systems, System Design, Installation, Freeze Protection, and Penetrating Fire Related Walls and Partitions are covered in this installation and technical handbook. Please read these sections of the manual carefully prior to designing or installing TFP BlazeMaster pipe and fittings for garage installations. The Installation of TFP BlazeMaster pipe and fittings in garages requiring sprinklers is only UL Listed and is not C-UL Listed. • Installation Requirements Protection: TFP BlazeMaster CPVC pipe and fittings shall be installed concealed behind protection consisting of a minimum of one layer of thick gypsum wallboard or 1/2' thick plywood. Sprinkler Requirements: UL Listed, quick response, standard coverage, pendent or sidewall sprinklers with a 225°F (107°C) maximum temperature rating shall be utilized. All sprinklers shall be installed per the manufacturer's published installation instructions. Installation Standard: The Listing for Garage Installations shall pertain to those occupancies defined by NFPA 13R. System Risers In accordance with the UL Listing, TFP BlazeMaster CPVC pipe and fittings may be used as system risers in accordance with NFPA 13,130 and 13R when subject to the following additional limitations.- 1 . When installed protected (concealed) in accordance with NFPA 13D and 13R, the minimum protection shall consist of either one layer of s/s' (9.5 mm) thick gypsum wallboard or (12.7 mm) thick plywood. 2. When installed without protection (exposed) in accordance with NFPA 13, 13D and 13R, the following limitations shall apply: - The riser shall be installed below a smooth, flat, horizontal ceiling construction. A Listed residential pendent sprinkler is to be installed with its deflector at the distance from the ceiling specified in the sprinkler Listing. OR The riser shall be installed below a horizontal unfinished basement ceiling (in accordance with NFPA 130) constructed utilizing nominal 2" x 10" or nominal 2' x 12" exposed solid wood joists on 16' centers. A Listed residential pendent sprinkler is to be installed with its deflector a maximum of 1114 below the bottom of the solid wood joist in anticipation of future installation of a finished ceiling. When installing TFP BlazeMaster CPVC pipe and fittings in conjunction with 2' x 12' solid wood joists, the maximum system working pressure under flowing conditions shall not exceed 100 psi and the maximum system working pressure under static (nonflowing) conditions shall not exceed 175 psi. The Listed residential pendent sprinkler is to have 155°F (68°C) maximum temperature rating and is to be installed at a maximum horizontal distance of 12 inches from the center line of the riser. The system is to be designed based upon the Listed flows for the sprinkler selected except that the flow for a single sprinkler or multiple sprinklers shall not be less than 11 gpm per sprinkler. Table R • One Point of Restraint R R qq MAK I � MA= .'J One -Point Verticaf Restraint RESTRAINT RESTRAINT ONE -POINT ONE -POINT Nominal IL i'TS3 li IA3l Pipe Size Less than Greater than ANSI Inches 100 psi iflfl psi Table S • Two Points of Restraint Pipe iLS„ ,LS>, Size Lass than Greater than ANSI Inches 140 psi 100 psi QN (6,9 bar) (6,9 bar) 3f4 4'-0" 3'-0" DN20 (1,22 m) (0,91 stt) 1 5'-0" 4'-0" []N25 (1,52 m) (1,22 m) 1-1/4 6'-D" 5'-0" QN32 (1;$3 m) {1,52 m} 1-1f2 - 3 7'-0" T-D" i3N40 - DN80 (2,13 rri) (2,13 m). � S }�, i MAX —) Two -Point- ANY DISTANCE �---- Vertical Restraint RESTRAINT TWO -POINT T.P. F.F ISO T.O.S Li BATH 2 B NUT':` RO M 3H 3A 3C KITCHEN D W.I.C. 3F n y BUILDING SECTION T.P. IMF T.O.S Q U_ LL.I p U w Q a 0 � z z — � U � V! J Q W U 2 Of in N Z p Q p O J w m Q w N N o � w *SO' FIRi SPRINIaiR SYSTEMS INC. • LICENSE N0.684600 • CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL • DESIGN, ENGNEERING AND INSTALLATION • 705 E. HARRISON ST., SUITE 200 CORONA, CA 92879 PH - 800-915-3473 FAX - 951-272-2535 • The 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.ry J Z O w U Z W W W O cn z O U w LU � S }�, i MAX —) Two -Point- ANY DISTANCE �---- Vertical Restraint RESTRAINT TWO -POINT T.P. F.F ISO T.O.S Li BATH 2 B NUT':` RO M 3H 3A 3C KITCHEN D W.I.C. 3F n y BUILDING SECTION T.P. IMF T.O.S Q U_ LL.I p U w Q a 0 � z z — � U � V! J Q W U 2 Of in N Z p Q p O J w m Q w N N o � w *SO' FIRi SPRINIaiR SYSTEMS INC. • LICENSE N0.684600 • CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL • DESIGN, ENGNEERING AND INSTALLATION • 705 E. HARRISON ST., SUITE 200 CORONA, CA 92879 PH - 800-915-3473 FAX - 951-272-2535 • The 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.ry J Z O w U Z W W W O cn z O U w LU n y BUILDING SECTION T.P. IMF T.O.S Q U_ LL.I p U w Q a 0 � z z — � U � V! J Q W U 2 Of in N Z p Q p O J w m Q w N N o � w *SO' FIRi SPRINIaiR SYSTEMS INC. • LICENSE N0.684600 • CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL • DESIGN, ENGNEERING AND INSTALLATION • 705 E. HARRISON ST., SUITE 200 CORONA, CA 92879 PH - 800-915-3473 FAX - 951-272-2535 • The 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.ry J Z O w U Z W W W O cn z O U w LU J Q O H U 3B � M � � �Nc�i� Q U F.F F.F Q Q U z m a Q w � � c �p 3D �i O BUILDING SECTION .1 9 JOB NO: 32142 DATE: 9/22/21 DRAWN BY: C.H. Q�o,�,t✓T I ON CO,y� � CLASSIFICATION C-16 * LICENSE N0. 684600 J�gTF OF C A` \Q SIZE - 24" X 36" SCALE AS SHOWN IF SHEET IS LESS THAN 24" X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID PLAN 2 SECTIONS SHEET FP3 OF FP3 ZDomestic Water System Flow Analysis Coachella Valley Water District 75515 Hovley Lane East Palm Desert, CA 92211 Domestic Water System Flow Analysis (Hydraulic Model) GEO 06-07-21-2 PZ 21-12795 Requested By: Woodbridge Pacific Date: 10/26/2021 Address: 27271 Las Ramblas Suite 100 Mission Viejo, CA 92691 APN: Req. Fire Flow: 1000 gpm at 20psi for 2 hours. Contact Name: Matt Messina Project Name: Jewel / Tract 36537 Signature PGA West Phone: 951-214-0982 Email: mmessina@woodbridgepacific.com Cell: 951-214-0982 Domestic Water System Flow analysis Location: Hydrant at Redstone / Royal Oaks Way, Signature at PGA West, La Quinta Flow Analysis Description Model Information m Requested • Test 1 Test 2 Test 3 Test 4 Flow Domestic Elevation (Ft): -8 None system flow available without exceeding Steady State, Dynamic (psi): 76.3 Residual Pressure (psi): 74.4 Fire Flow Tested (gpm): 750 N/A CVWD's Combined Total: N/A criteria. Tested Model Junction: J22627 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 750 gpm for 2 hours that satisfies CVWD's minimum pressure, velocity, and/or head loss criteria. This simulated system flow analysis may not include all facilities that may be required for 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 ,700 gpm. Please note the theoretical flow exceeds CVWD's design criteria on the domestic water network. - T $Y'§.; ,J' 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. my Completed By- ,f� Date: Page 1 of 1 ENG DS-016 Z (8/31/15) i 6 - 7 - 16 - 3 I I I .. I I I I N I I I r I I I � I I I I e - i - di -j 0 100 200 400 600 B00 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR JEWEL LA QUINTA, CA. TRACT# 36537-1 *PLAN 2 *10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 7/8/2022 File No: 32142 Data File Name: Plan 2.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: 63.9 psi Resid: 62.2 psi Flow: 750.0 gpm Public Main Size: 4 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 29 15.0 63.9 37.8 2 10.0 7.7 29 25.1 63.9 48.1 REVIEWING AUTHORITY RIVERSIDE COUNTY 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 25.00 BG ---- -2.0 SRCE ---- 15.0 2.02 37.8 ---- 25.0 5.22 48.1 150 2 0.995 6.0 ---- -2.0 ---- ---- 0.07 0.00 35.8 ---- 0.17 0.00 42.9 2 2 1.00 -12.0 -2.0 ---- ---- 15.0 0.27 35.8 ---- 25.1 0.69 42.9 150 3 0.745 0.0 ---- -2.0 ---- ---- 0.27 0.00 23.5 ---- 0.69 0.00 30.2 3 3 70.00 3L ---- -2.0 ---- ---- 15.0 0.65 23.5 ---- 25.1 1.67 30.2 150 4 1.590 27.0 ---- -2.0 ---- ---- 0.01 0.00 22.9 ---- 0.02 0.00 28.5 4 4 4.00 L ---- -2.0 ---- ---- 15.0 0.07 22.9 ---- 25.1 0.18 28.5 150 5 1.505 4.0 ---- 2.0 -5 5 0.01 1.73 21.1 5 0.02 1.73 26.6 5 5 2.00 C ---- 2.0 -5 5 10.0 0.06 21.1 5 20.1 0.21 26.6 150 6 1.101 1.0 ---- 4.0 ---- ---- 0.02 0.87 20.2 ---- 0.07 0.87 25.6 6 6 1.00 -3.0 4.0 ---- ---- 10.0 0.02 20.2 ---- 20.1 0.07 25.6 150 7 1.101 0.0 ---- 4.0 ---- ---- 0.02 0.00 17.1 ---- 0.07 0.00 22.5 7 7 6.00 3R ---- 4.0 ---- ---- 10.0 0.17 17.1 ---- 20.1 0.62 22.5 150 10 1.101 3.0 ---- 10.0 ---- ---- 0.02 2.60 14.4 ---- 0.07 2.60 19.3 8 10 5.00 L ---- 10.0 ---- ---- 10.0 0.52 14.4 ---- 20.1 1.89 19.3 150 11 0.874 4.0 ---- 10.0 ---- ---- 0.06 0.00 13.8 ---- 0.21 0.00 17.4 9 11 23.50 L3R ---- 10.0 ---- ---- 4.6 0.42 13.8 ---- 9.4 1.59 17.4 150 12 0.874 7.0 ---- 11.0 ---- ---- 0.01 0.43 13.0 ---- 0.05 0.43 15.3 10 12 11.00 2LB ---- 11.0 ---- ---- 4.6 0.31 13.0 ---- 9.4 1.15 15.3 150 13 0.874 11.0 ---- 20.0 ---- ---- 0.01 3.90 8.8 ---- 0.05 3.90 10.3 11 13 21.00 LR ---- 20.0 ---- ---- 4.6 0.36 8.8 ---- 9.4 1.36 10.3 150 14 0.874 5.0 ---- 20.0 ---- ---- 0.01 0.00 8.4 ---- 0.05 0.00 8.9 12 14 10.00 LR ---- 20.0 ---- ---- 1.0 0.01 8.4 ---- 1.0 0.01 8.9 150 15 0.874 5.0 ---- 20.0 ---- ---- 0.00 0.00 8.4 ---- 0.00 0.00 8.9 13 15 10.00 L ---- 20.0 ---- ---- 1.0 0.01 8.4 ---- 1.0 0.01 8.9 150 16 0.874 4.0 ---- 10.0 ---- ---- 0.00 4.33 12.7 ---- 0.00 4.33 13.2 14 16 21.50 3L3R ---- 10.0 ---- ---- 1.0 0.03 12.7 ---- 1.0 0.03 13.2 150 17 0.874 15.0 ---- 10.0 ---- ---- 0.00 0.00 12.7 ---- 0.00 0.00 13.2 15 17 8.50 B ---- 10.0 ---- ---- 0.3 0.00 12.7 ---- 0.3 0.00 13.2 150 18 0.874 3.0 ---- 10.0 ---- ---- 0.00 0.00 12.7 ---- 0.00 0.00 13.2 16 18 15.50 LB ---- 10.0 ---- ---- 0.0 0.00 12.7 ---- 0.0 0.00 13.2 150 19 0.874 7.0 ---- 10.0 ---- ---- 0.00 0.00 12.7 ---- 0.00 0.00 13.2 17 18 1.00 R ---- 10.0 ---- ---- 0.3 0.00 12.7 ---- 0.3 0.00 13.2 150 20 0.874 1.0 ---- 10.0 ---- ---- 0.00 0.00 12.7 ---- 0.00 0.00 13.2 18 20 6.50 B ---- 10.0 ---- ---- 0.0 0.00 12.7 ---- 0.0 0.00 13.2 150 21 0.874 3.0 ---- 10.0 ---- ---- 0.00 0.00 12.7 ---- 0.00 0.00 13.2 19 20 14.50 LB2R ---- 10.0 ---- ---- 0.3 0.00 12.7 ---- 0.3 0.00 13.2 150 22 0.874 9.0 ---- 10.0 ---- ---- 0.00 0.00 12.7 ---- 0.00 0.00 13.2 20 22 5.00 BR ---- 10.0 ---- ---- -0.7 0.00 12.7 ---- -0.7 0.00 13.2 150 17 0.874 4.0 ---- 10.0 ---- ---- -0.00 0.00 12.7 ---- -0.00 0.00 13.2 21 22 28.50 B3R ---- 10.0 ---- ---- 1.0 0.03 12.7 ---- 1.0 0.03 13.2 150 23 0.874 6.0 ---- 10.0 ---- ---- 0.00 0.00 12.7 ---- 0.00 0.00 13.2 22 23 10.00 L ---- 10.0 ---- ---- 1.0 0.01 12.7 ---- 1.0 0.01 13.2 150 24 0.874 4.0 ---- 20.0 ---- ---- 0.00 4.33 8.3 ---- 0.00 4.33 8.8 23 24 8.50 LR ---- 20.0 ---- ---- 1.0 0.01 8.3 ---- 1.0 0.01 8.8 150 25 0.874 5.0 ---- 20.0 ---- ---- 0.00 0.00 8.3 ---- 0.00 0.00 8.8 24 25 11.50 L2B ---- 20.0 ---- ---- -5.4 0.40 8.3 ---- -10.6 1.39 8.8 150 26 0.874 10.0 ---- 20.0 ---- ---- -0.02 0.00 8.7 ---- -0.06 0.00 10.2 25 26 10.00 2LB ---- 20.0 ---- ---- -5.4 0.39 8.7 ---- -10.6 1.36 10.2 150 27 0.874 11.0 ---- 11.0 ---- ---- -0.02 3.90 13.0 ---- -0.06 3.90 15.5 26 27 13.50 LB2R ---- 11.0 ---- ---- -5.4 0.41 13.0 ---- -10.6 1.46 15.5 150 11 0.874 9.0 ---- 10.0 ---- ---- -0.02 0.43 13.8 ---- -0.06 0.43 17.4 27 25 7.00 B ---- 20.0 ---- ---- 6.4 0.25 8.3 ---- 11.6 0.77 8.8 150 28 0.874 3.0 ---- 20.0 ---- ---- 0.03 0.00 8.1 ---- 0.08 0.00 8.1 28 28 4.00 B ---- 20.0 ---- ---- 10.0 0.41 8.1 ---- 10.0 0.41 8.1 150 29 0.874 3.0 ---- 20.0 3.61 10.0 0.06 0.00 7.7 10.0 0.06 0.00 7.7 29 28 11.50 LB ---- 20.0 ---- ---- -3.6 0.17 8.1 ---- 1.6 0.04 8.1 150 30 0.874 7.0 ---- 20.0 ---- ---- -0.01 0.00 8.2 ---- 0.00 0.00 8.0 30 30 2.00 B ---- 20.0 ---- ---- 0.0 0.00 8.2 ---- 10.1 0.29 8.0 150 31 0.874 3.0 ---- 20.0 3.61 ---- 0.00 0.00 8.2 10.1 0.06 0.00 7.7 31 30 8.00 LR ---- 20.0 ---- ---- -3.6 0.12 8.2 ---- -8.4 0.55 8.0 150 32 0.874 5.0 ---- 20.0 ---- ---- -0.01 0.00 8.3 ---- -0.04 0.00 8.6 32 32 4.50 BR ---- 20.0 ---- ---- -3.6 0.08 8.3 ---- -8.4 0.36 8.6 150 14 0.874 4.0 ---- 20.0 ---- ---- -0.01 0.00 8.4 ---- -0.04 0.00 8.9 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 Node Notes Pipe Notes 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= 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 18.44 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 0.14 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.15 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 48.1 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.5 gallons. The minimum pressure at any node is 7.7 psi at node 29. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE 75.0 67.5 P 60.0 R E 52.5 S S 45.0 U R 37.5 E 30.0 P 22.5 S I 15.0 7.5 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 63.9 psi, Residual = 62.2 psi @ 750 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 63.9 psi @ 15.0 gpm 63.9 psi @ 25.1 gpm B = Required Water Supply D = Required Water Supply 37.8 psi @ 15.0 gpm 48.1 psi @ 25.1 gpm FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR JEWEL LA QUINTA, CA. TRACT# 36537-1 *PLAN 2 *10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 7/8/2022 File No: 32142 Data File Name: Plan 2.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: Senju Descr: SS8464 Rec.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: 63.9 psi Resid: 62.2 psi Flow: 750.0 gpm Public Main Size: 4 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 21.0 19.8 32 26.0 63.9 61.5 1 21.0 19.8 32 26.0 63.9 61.5 REVIEWING AUTHORITY RIVERSIDE COUNTY 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 25.00 BG ---- -2.0 SRCE ---- 26.0 5.61 61.5 ---- 26.0 5.61 61.5 150 2 0.995 6.0 ---- -2.0 ---- ---- 0.18 0.00 55.9 ---- 0.18 0.00 55.9 2 2 1.00 -12.0 -2.0 ---- ---- 26.0 0.74 55.9 ---- 26.0 0.74 55.9 150 3 0.745 0.0 ---- -2.0 ---- ---- 0.74 0.00 43.1 ---- 0.74 0.00 43.1 3 3 70.00 3L ---- -2.0 ---- ---- 26.0 1.79 43.1 ---- 26.0 1.79 43.1 150 4 1.590 27.0 ---- -2.0 ---- ---- 0.02 0.00 41.3 ---- 0.02 0.00 41.3 4 4 4.00 L ---- -2.0 ---- ---- 26.0 0.19 41.3 ---- 26.0 0.19 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 C ---- 2.0 -5 5 21.0 0.22 39.4 5 21.0 0.22 39.4 150 6 1.101 1.0 ---- 4.0 ---- ---- 0.07 0.87 38.3 ---- 0.07 0.87 38.3 6 6 1.00 -3.0 4.0 ---- ---- 21.0 0.07 38.3 ---- 21.0 0.07 38.3 150 7 1.101 0.0 ---- 4.0 ---- ---- 0.07 0.00 35.2 ---- 0.07 0.00 35.2 7 7 6.00 3R ---- 4.0 ---- ---- 21.0 0.67 35.2 ---- 21.0 0.67 35.2 150 10 1.101 3.0 ---- 10.0 ---- ---- 0.07 2.60 32.0 ---- 0.07 2.60 32.0 8 10 5.00 L ---- 10.0 ---- ---- 21.0 2.06 32.0 ---- 21.0 2.06 32.0 150 11 0.874 4.0 ---- 10.0 ---- ---- 0.23 0.00 29.9 ---- 0.23 0.00 29.9 9 11 23.50 L3R ---- 10.0 ---- ---- 10.4 1.91 29.9 ---- 10.4 1.91 29.9 150 12 0.874 7.0 ---- 11.0 ---- ---- 0.06 0.43 27.6 ---- 0.06 0.43 27.6 10 12 11.00 2LB ---- 11.0 ---- ---- 10.4 1.38 27.6 ---- 10.4 1.38 27.6 150 13 0.874 11.0 ---- 20.0 ---- ---- 0.06 3.90 22.3 ---- 0.06 3.90 22.3 11 13 21.00 LR ---- 20.0 ---- ---- 10.4 1.63 22.3 ---- 10.4 1.63 22.3 150 14 0.874 5.0 ---- 20.0 ---- ---- 0.06 0.00 20.7 ---- 0.06 0.00 20.7 12 14 10.00 LR ---- 20.0 ---- ---- -2.8 0.08 20.7 ---- -2.8 0.08 20.7 150 15 0.874 5.0 ---- 20.0 ---- ---- -0.01 0.00 20.8 ---- -0.01 0.00 20.8 13 15 10.00 L ---- 20.0 ---- ---- -2.8 0.08 20.8 ---- -2.8 0.08 20.8 150 16 0.874 4.0 ---- 10.0 ---- ---- -0.01 4.33 25.2 ---- -0.01 4.33 25.2 14 16 21.50 3L3R ---- 10.0 ---- ---- -2.8 0.20 25.2 ---- -2.8 0.20 25.2 150 17 0.874 15.0 ---- 10.0 ---- ---- -0.01 0.00 25.4 ---- -0.01 0.00 25.4 15 17 8.50 B ---- 10.0 ---- ---- -0.9 0.01 25.4 ---- -0.9 0.01 25.4 150 18 0.874 3.0 ---- 10.0 ---- ---- -0.00 0.00 25.4 ---- -0.00 0.00 25.4 16 18 15.50 LB ---- 10.0 ---- ---- 0.0 0.00 25.4 ---- 0.0 0.00 25.4 150 19 0.874 7.0 ---- 10.0 ---- ---- 0.00 0.00 25.4 ---- 0.00 0.00 25.4 17 18 1.00 R ---- 10.0 ---- ---- -0.9 0.00 25.4 ---- -0.9 0.00 25.4 150 20 0.874 1.0 ---- 10.0 ---- ---- -0.00 0.00 25.4 ---- -0.00 0.00 25.4 18 20 6.50 B ---- 10.0 ---- ---- 0.0 0.00 25.4 ---- 0.0 0.00 25.4 150 21 0.874 3.0 ---- 10.0 ---- ---- 0.00 0.00 25.4 ---- 0.00 0.00 25.4 19 20 14.50 LB2R ---- 10.0 ---- ---- -0.9 0.02 25.4 ---- -0.9 0.02 25.4 150 22 0.874 9.0 ---- 10.0 ---- ---- -0.00 0.00 25.4 ---- -0.00 0.00 25.4 20 22 5.00 BR ---- 10.0 ---- ---- 1.9 0.02 25.4 ---- 1.9 0.02 25.4 150 17 0.874 4.0 ---- 10.0 ---- ---- 0.00 0.00 25.4 ---- 0.00 0.00 25.4 21 22 28.50 B3R ---- 10.0 ---- ---- -2.8 0.19 25.4 ---- -2.8 0.19 25.4 150 23 0.874 6.0 ---- 10.0 ---- ---- -0.01 0.00 25.6 ---- -0.01 0.00 25.6 22 23 10.00 L ---- 10.0 ---- ---- -2.8 0.08 25.6 ---- -2.8 0.08 25.6 150 24 0.874 4.0 ---- 20.0 ---- ---- -0.01 4.33 21.3 ---- -0.01 4.33 21.3 23 24 8.50 LR ---- 20.0 ---- ---- -2.8 0.07 21.3 ---- -2.8 0.07 21.3 150 25 0.874 5.0 ---- 20.0 ---- ---- -0.01 0.00 21.4 ---- -0.01 0.00 21.4 24 25 11.50 L2B ---- 20.0 ---- ---- -10.6 1.39 21.4 ---- -10.6 1.39 21.4 150 26 0.874 10.0 ---- 20.0 ---- ---- -0.06 0.00 22.8 ---- -0.06 0.00 22.8 25 26 10.00 2LB ---- 20.0 ---- ---- -10.6 1.36 22.8 ---- -10.6 1.36 22.8 150 27 0.874 11.0 ---- 11.0 ---- ---- -0.06 3.90 28.0 ---- -0.06 3.90 28.0 26 27 13.50 LB2R ---- 11.0 ---- ---- -10.6 1.45 28.0 ---- -10.6 1.45 28.0 150 11 0.874 9.0 ---- 10.0 ---- ---- -0.06 0.43 29.9 ---- -0.06 0.43 29.9 27 25 7.00 B ---- 20.0 ---- ---- 7.8 0.37 21.4 ---- 7.8 0.37 21.4 150 28 0.874 3.0 ---- 20.0 ---- ---- 0.04 0.00 21.0 ---- 0.04 0.00 21.0 28 28 4.00 B ---- 20.0 ---- ---- 0.0 0.00 21.0 ---- 0.0 0.00 21.0 150 29 0.874 3.0 ---- 20.0 ---- ---- 0.00 0.00 21.0 ---- 0.00 0.00 21.0 29 28 11.50 LB ---- 20.0 ---- ---- 7.8 0.68 21.0 ---- 7.8 0.68 21.0 150 30 0.874 7.0 - - - - 20.0 - - - - - - - - 0.04 0.00 20.3 - - - - 0.04 0.00 20.3 30 30 2.00 B ---- 20.0 ---- ---- 0.0 0.00 20.3 ---- 0.0 0.00 20.3 150 31 0.874 3.0 ---- 20.0 ---- ---- 0.00 0.00 20.3 ---- 0.00 0.00 20.3 31 30 8.00 LR ---- 20.0 ---- ---- 7.8 0.48 20.3 ---- 7.8 0.48 20.3 150 32 0.874 5.0 ---- 20.0 4.71 21.0 0.04 0.00 19.8 21.0 0.04 0.00 19.8 32 32 4.50 BR ---- 20.0 4.71 21.0 -13.2 0.82 19.8 21.0 -13.2 0.82 19.8 150 14 0.874 4.0 ---- 20.0 ---- ---- -0.10 0.00 20.7 ---- -0.10 0.00 20.7 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 Node Notes Pipe Notes 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= Z The maximum velocity of water flow occurs in pipe 2 at 19.14 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 19.14 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 0.01 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 61.5 psi and a 7 minute flow of 182 gal. and a 10 minute flow of 260.0 gallons. The minimum pressure at any node is 19.8 psi at node 32. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE 75.0 67.5 P 60.0 R E 52.5 S S 45.0 U R 37.5 E 30.0 P 22.5 S I 15.0 7.5 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 63.9 psi, Residual = 62.2 psi @ 750 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 63.9 psi @ 26.0 gpm 63.9 psi @ 26.0 gpm B = Required Water Supply D = Required Water Supply 61.5 psi @ 26.0 gpm 61.5 psi @ 26.0 gpm FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR JEWEL LA QUINTA, CA. TRACT# 36537-1 *PLAN 2 *10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 3 Date: 7/8/2022 File No: 32142 Data File Name: Plan 2.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: 63.9 psi Resid: 62.2 psi Flow: 750.0 gpm Public Main Size: 4 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 19 15.0 63.9 35.4 2 10.0 7.7 19 25.4 63.9 49.2 REVIEWING AUTHORITY RIVERSIDE COUNTY 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 25.00 BG ---- -2.0 SRCE ---- 15.0 2.02 35.4 ---- 25.4 5.38 49.2 150 2 0.995 6.0 ---- -2.0 ---- ---- 0.07 0.00 33.4 ---- 0.17 0.00 43.8 2 2 1.00 -12.0 -2.0 ---- ---- 15.0 0.27 33.4 ---- 25.4 0.71 43.8 150 3 0.745 0.0 ---- -2.0 ---- ---- 0.27 0.00 21.1 ---- 0.71 0.00 31.1 3 3 70.00 3L ---- -2.0 ---- ---- 15.0 0.65 21.1 ---- 25.4 1.72 31.1 150 4 1.590 27.0 ---- -2.0 ---- ---- 0.01 0.00 20.5 ---- 0.02 0.00 29.4 4 4 4.00 L ---- -2.0 ---- ---- 15.0 0.07 20.5 ---- 25.4 0.19 29.4 150 5 1.505 4.0 ---- 2.0 -5 5 0.01 1.73 18.7 5 0.02 1.73 27.5 5 5 2.00 C ---- 2.0 -5 5 10.0 0.06 18.7 5 20.4 0.21 27.5 150 6 1.101 1.0 ---- 4.0 ---- ---- 0.02 0.87 17.7 ---- 0.07 0.87 26.4 6 6 1.00 -3.0 4.0 ---- ---- 10.0 0.02 17.7 ---- 20.4 0.07 26.4 150 7 1.101 0.0 ---- 4.0 ---- ---- 0.02 0.00 14.7 ---- 0.07 0.00 23.3 7 7 6.00 3R ---- 4.0 ---- ---- 10.0 0.17 14.7 ---- 20.4 0.64 23.3 150 10 1.101 3.0 ---- 10.0 ---- ---- 0.02 2.60 11.9 ---- 0.07 2.60 20.1 8 10 5.00 L ---- 10.0 ---- ---- 10.0 0.52 11.9 ---- 20.4 1.96 20.1 150 11 0.874 4.0 ---- 10.0 ---- ---- 0.06 0.00 11.4 ---- 0.22 0.00 18.1 9 11 23.50 L3R ---- 10.0 ---- ---- 4.7 0.45 11.4 ---- 9.7 1.68 18.1 150 12 0.874 7.0 ---- 11.0 ---- ---- 0.01 0.43 10.5 ---- 0.05 0.43 16.0 10 12 11.00 2LB ---- 11.0 ---- ---- 4.7 0.32 10.5 ---- 9.7 1.21 16.0 150 13 0.874 11.0 ---- 20.0 ---- ---- 0.01 3.90 6.3 ---- 0.05 3.90 10.9 11 13 21.00 LR ---- 20.0 ---- ---- 4.7 0.38 6.3 ---- 9.7 1.43 10.9 150 14 0.874 5.0 ---- 20.0 ---- ---- 0.01 0.00 5.9 ---- 0.05 0.00 9.5 12 14 10.00 LR ---- 20.0 ---- ---- 4.9 0.24 5.9 ---- 10.1 0.89 9.5 150 15 0.874 5.0 ---- 20.0 ---- ---- 0.02 0.00 5.7 ---- 0.06 0.00 8.6 13 15 10.00 L ---- 20.0 ---- ---- 4.9 0.22 5.7 ---- 10.1 0.83 8.6 150 16 0.874 4.0 ---- 10.0 ---- ---- 0.02 4.33 9.8 ---- 0.06 4.33 12.1 14 16 21.50 3L3R ---- 10.0 ---- ---- 4.9 0.57 9.8 ---- 10.1 2.15 12.1 150 17 0.874 15.0 ---- 10.0 ---- ---- 0.02 0.00 9.2 ---- 0.06 0.00 9.9 15 17 8.50 B ---- 10.0 ---- ---- 6.0 0.26 9.2 ---- 12.1 0.95 9.9 150 18 0.874 3.0 ---- 10.0 ---- ---- 0.02 0.00 9.0 ---- 0.08 0.00 9.0 16 18 15.50 LB ---- 10.0 ---- ---- 10.0 1.31 9.0 ---- 10.0 1.31 9.0 150 19 0.874 7.0 ---- 10.0 3.61 10.0 0.06 0.00 7.7 10.0 0.06 0.00 7.7 17 18 1.00 R ---- 10.0 ---- ---- -4.0 0.02 9.0 ---- 2.1 0.01 9.0 150 20 0.874 1.0 ---- 10.0 ---- ---- -0.01 0.00 9.0 ---- 0.00 0.00 9.0 18 20 6.50 B ---- 10.0 ---- ---- 0.0 0.00 9.0 ---- 10.4 0.60 9.0 150 21 0.874 3.0 ---- 10.0 3.61 ---- 0.00 0.00 9.0 10.4 0.06 0.00 8.4 19 20 14.50 LB2R ---- 10.0 ---- ---- -4.0 0.25 9.0 ---- -8.4 0.98 9.0 150 22 0.874 9.0 ---- 10.0 ---- ---- -0.01 0.00 9.2 ---- -0.04 0.00 10.0 20 22 5.00 BR ---- 10.0 ---- ---- 1.1 0.01 9.2 ---- 2.0 0.03 10.0 150 17 0.874 4.0 ---- 10.0 ---- ---- 0.00 0.00 9.2 ---- 0.00 0.00 9.9 21 22 28.50 B3R ---- 10.0 ---- ---- -5.1 0.57 9.2 ---- -10.4 2.14 10.0 150 23 0.874 6.0 ---- 10.0 ---- ---- -0.02 0.00 9.8 ---- -0.06 0.00 12.1 22 23 10.00 L ---- 10.0 ---- ---- -5.1 0.23 9.8 ---- -10.4 0.87 12.1 150 24 0.874 4.0 ---- 20.0 ---- ---- -0.02 4.33 5.7 ---- -0.06 4.33 8.6 23 24 8.50 LR ---- 20.0 ---- ---- -5.1 0.22 5.7 ---- -10.4 0.84 8.6 150 25 0.874 5.0 ---- 20.0 ---- ---- -0.02 0.00 5.9 ---- -0.06 0.00 9.5 24 25 11.50 L2B ---- 20.0 ---- ---- -5.3 0.38 5.9 ---- -10.7 1.43 9.5 150 26 0.874 10.0 ---- 20.0 ---- ---- -0.02 0.00 6.3 ---- -0.07 0.00 10.9 25 26 10.00 2LB ---- 20.0 ---- ---- -5.3 0.37 6.3 ---- -10.7 1.39 10.9 150 27 0.874 11.0 ---- 11.0 ---- ---- -0.02 3.90 10.6 ---- -0.07 3.90 16.2 26 27 13.50 LB2R ---- 11.0 ---- ---- -5.3 0.40 10.6 ---- -10.7 1.49 16.2 150 11 0.874 9.0 ---- 10.0 ---- ---- -0.02 0.43 11.4 ---- -0.07 0.43 18.1 27 25 7.00 B ---- 20.0 ---- ---- 0.2 0.00 5.9 ---- 0.4 0.00 9.5 150 28 0.874 3.0 ---- 20.0 ---- ---- 0.00 0.00 5.9 ---- 0.00 0.00 9.5 28 28 4.00 B ---- 20.0 ---- ---- 0.0 0.00 5.9 ---- 0.0 0.00 9.5 150 29 0.874 3.0 ---- 20.0 ---- ---- 0.00 0.00 5.9 ---- 0.00 0.00 9.5 29 28 11.50 LB ---- 20.0 ---- ---- 0.2 0.00 5.9 ---- 0.4 0.00 9.5 150 30 0.874 7.0 ---- 20.0 ---- ---- 0.00 0.00 5.9 ---- 0.00 0.00 9.5 30 30 2.00 B ---- 20.0 ---- ---- 0.0 0.00 5.9 ---- 0.0 0.00 9.5 150 31 0.874 3.0 ---- 20.0 ---- ---- 0.00 0.00 5.9 ---- 0.00 0.00 9.5 31 30 8.00 LR ---- 20.0 ---- ---- 0.2 0.00 5.9 ---- 0.4 0.00 9.5 150 32 0.874 5.0 ---- 20.0 ---- ---- 0.00 0.00 5.9 ---- 0.00 0.00 9.5 32 32 4.50 BR ---- 20.0 ---- ---- 0.2 0.00 5.9 ---- 0.4 0.00 9.5 150 14 0.874 4.0 ---- 20.0 ---- ---- 0.00 0.00 5.9 ---- 0.00 0.00 9.5 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 Node Notes Pipe Notes 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= 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 18.73 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 0.19 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.15 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 49.2 psi and a 7 minute flow of 178 gal. and a 10 minute flow of 254.5 gallons. The minimum pressure at any node is 7.7 psi at node 19. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE 75.0 67.5 P 60.0 R E 52.5 S S 45.0 U R 37.5 E 30.0 P 22.5 S I 15.0 7.5 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 63.9 psi, Residual = 62.2 psi @ 750 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 63.9 psi @ 15.0 gpm 63.9 psi @ 25.4 gpm B = Required Water Supply D = Required Water Supply 35.4 psi @ 15.0 gpm 49.2 psi @ 25.4 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 November 30, 2021 Fire Sprinkler Systems INC 705 E Harrison St #200 Corona, CA 92879 Re: Residential Fire Sprinkler Plan Review — JEWEL TRACT #36537 FCMP2021-0028 / MASTER PLAN 2 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 OFFICE USE ONLY: y REVIEW DATE: ❑ APPROVED ❑ CORRECTIONS CALIFORNIA CALLED FOR PICKUP: DESIGN & DEVELOPMENT DEPARTMENT 78-495 Calle Tampico PICKED UP: La Quinta, California 92253 (760) 777-7125 / FAX (760) 777-7011 FIRE REVIEW APPLICATION [i] SUBMITTAL # 1 ❑ REVISION # PERMIT NO. APPLICANT/OWNER INFORMATION Applicant Name: FIRE SPRINKLER SYSTEMS, INC Owner Name: WOODBRIDGE PACIFIC Mailing Address: 705 E. HARRISON ST. #200, CORONA CA 92879 Site Address: LOT 22 / 80-340 KIAWAH ISLAND Phone Number: 951-272-2522 Project JEWEL / TRACT# 36537-1 / PLAN TYPE 2 / 24 HEADS jamieb@fireinc.net Description: (Include # of sprinkler heads) Email: Pursuant to a Cooperative Agreement to Provide Fire Services, the Riverside County Fire Department serves as the City's fire department, and the County designee serves as the City's fire chief. Applicant recognizes this contracted arrangement and shall comply with County Fire Department directions. CONTRACTOR INFORMATION Contractor Name: FIRE SPRINKLER SYSTEMS, INC. Contractor #: 684600 Signature: Contact Person: JAM I E B I SH I P Mailing Address: 705 E. HARRISON ST., #200 Print Name: JAMIE BISHIP City, State, Zip: CORONA, CA 92879 Phone Number: 951-272-2522 Business License #: 762890 Email Address: jamieb@fireinc.net A. APPLICATION TYPE FIRE SPRINKLER SYSTEM STORAGE TANKS ❑ NEW COMMERCIAL/INDUSTRIAL ------------ ❑ DISPENSERS ONLY HOURLY@161/HR ❑ 0-35,000 SQ FT $670 ❑ ABOVE GROUND HOURLY@161/HR ❑ 35,001-75,000 SQ FT $791 SUPRESSION SYSTEM ❑ 75,001-120,000 SQ FT $992 ❑ HOOD & DUCT $418 ❑ 120,001 AND UP $1234 ❑ OTHER SUPRESSION SYSTEM HOURLY@161/HR ❑ TENANT IMPROVEMENTS - FIRE SPRINKLER $418 MASTER PLAN ❑ RESIDENTIAL SPRINKLER SYSTEMS ------------ ❑ MASTER PLAN HOURLY@161/HR ❑ 1-50 SPRINKLER HEADS $418 MISC ❑ 51-100 SPRINKLER HEADS $498 ❑ PYRO $740 ❑ OVER 100 SPRINKLER HEADS $579 ❑ HAZMAT HOURLY@161/HR ❑ RESIDENTIAL TRACT HOME (EA.) ADDITIONAL ------------ ❑ HIGH PILE RACK STORAGE HOURLY@161/HR ❑ 1-50 SPRINKLER HEADS $176 ❑ PRIVATE FIRE MAINS $901 ❑ 51-100 SPRINKLER HEADS $257 ❑ TECHNICAL REPORT RESEARCH HOURLY@161/HR ❑ OVER 100 SPRINKLER HEADS $337 ❑ FIRE PUMPS $659 ❑ MULTI -FAMILY (3 OR MORE) $590 ❑ STANDPIPE SYSTEMS $579 FIRE ALARM SYSTEM ❑ WATER TANKS $418 ❑ COMMERCIAL - SPRINKLER MONITORING $418 ❑ REVISION $161 ❑ COMMERCIAL - FIRE ALARM SYSTEM $1062 ❑ OTHER HOURLY@161/HR tarn application type includes a Technology Enhancement Fee at $5 & Records Management Fee at $10 or $21 REVISED 12/6/1019 *For permits billed at an hourly rate, these fees will be added at time of payment. Bin # City of La Quints Building 8z Safety Division P.O. Box 1504, 78-495 Calle Tampico La.Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: LOT 22 / 80-340 KIAWAH ISLAND Owner'sNarne: WOODBRIDGE PACIFIC A.P.Number: Address:27285 LAS RAMBLAS #230 Legal Description: MASTER PLAN TYPE 2 Contractor: FIRE SPRINKLER SYSTEMS, INC City, ST, Zip: MISSION VIEJO, CA 92691 pa Telephone: U.;£;$�.,G Address: 705 E. HARRISON ST. #200 Project Description: City, ST, Zip: CORONA, CA 92879 INSTALLATION OF RESIDENTIAL FIRE SPRINKLERS Telephone: 951-272-2522 {y r>Y "'`' 'f IMR 24 HEADS / 2,377 SF State Lic. #: 684600 City Lie. #.: 762890 Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lic. #: . ,., � z? s" Name of Contact Person: JAM IE 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.; 2,377SF #Stories:2 #Units: N/A Telephone # of Contact Person: 951-272-2522 Estimated Value of Project: $1,679.00 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.M.I. 11.0A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review; ready for eorrectionsfrssue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees