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FCMP2021-0018 Andalusia Plan 201a u�tt Project Details PROJECT NUMBER ` =�w City of La Quinta FCMP2021-0018 MoFT�- Description: ANDALUSIA / MASTER PLAN / PLAN TYPE 201 Status: APPROVED Type: FIRE CONSTRUCTION MASTER PLAN (WEB) Status Date: Subtype: FIRE SPRINKLER MASTER PLAN Applied: 8/13/2021 Address: 59000 MADISON ST Approved: 8/23/2021 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 SYMONS FIRE PROTECTION INC 9475 CHESAPEAKE DRIVE SAN DIEGO CA 92123 (760)777-1001 angela@SYMONSFP.CO M BILL TO angela zumaya 9475 CHESAPEAKE DRIVE SAN DIEGO CA 92123 (760)777-1001 ANGELA@SYMONSFP.0 OM OWNER T D DESERT DEV 9475 CHESAPEAKE DRIVE SAN DIEGO CA 92123 (760)777-1001 nsparks@rancholaquin ta.com Printed: Friday, March 03, 2023 4:04:57 PM I of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Quinta FCMP2021-0018 MoFT�- CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE STAFF - PER HOUR 101-0000-42420 1 $161.00 $161.00 8/24/21 WEB9101 00331Q CREDIT SYMONS FIRE ECON PROTECTION INC Total Paid for FIRE FEES: $161.00 $161.00 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 8/24/21 WEB9101 00331Q CREDIT SYMONS FIRE ECON PROTECTION INC MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 8/24/21 WEB9101 00331Q CREDIT SYMONS FIRE ECON ENHANCEMENT FEE PROTECTION INC 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 Pending - Plan 201 and 202 were submitted 1ST FIRE (2WK) KOHL 8/6/2021 8/23/2021 8/23/2021 APPROVED SEE ATTACHMENTS together and need to be split to be 2 separate HETRICK permits and reviews. 1ST PERMIT PERMIT TECH 8/13/2021 8/16/2021 8/16/2021 COMPLETE TECHNICIAN (1DAY) BUCKET m •' • ff qq . „ Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 8/13/2021 EtrakitContractor 1ST SUBMITTAL PLANS 20-0577 Andalusia -1st Submittal.pdf 1 Printed: Friday, March 03, 2023 4:04:57 PM 2 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Quinta FCMP2021-0018 MoFT�- Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 1ST SUBMITTAL DOC 8/13/2021 EtrakitContractor HYDRAULIC 20-0577 Andalusia-Calcs 1 and Specs.pdf CALCULATIONS FCMP2021-0018 - FCMP2021-0018 - DOC 8/23/2021 KOHL HETRICK APPROVED PLANS AND APPROVED PLANS AND 1 CALCS.pdf CALCS.pdf DOC 8/23/2021 KOHL HETRICK FCMP2021-0018 - COA FCMP2021-0018 - COA 1 LETTER.pdf LETTER.pdf Printed: Friday, March 03, 2023 4:04:57 PM 3 of 3 CENTRALSOLIARE EX. LAKE -I SubIM:RE. Mtlalusle 5 3Lzr61a6e.bt3 L6 Quima. APN 761-JBP003 The caxuleted Stxlc Pressure at tM1lz Io 1n Is nearly 86 pal. 5 31C moos, IM 10. La 0uin,a.APN763-4M-o1011. k.l.l.d Staec Presure, hl, lo<a0on's nearly 97 psl. 60205 fmlo6a.I 13, La Quinw. APN 763-CM-013 T11, ulrub- Suxs Pressure at lhlx la 1i..Is nearly 97 pzl. 01663 AMaFzsiAI SS La Quints APN7 671-026TM1e raNul dS 11 Pressure at lhlz Ixa- Is nearly 16 psl. S—ld you M1ave any yestions, please tlon'[ Msitate to contact me. TM1 eFri aMQ NS zYourWater promise a6T p0©G® Cea[M1xla aII ywate�D txa 7551Hmd La I- alm Desert. C-211 (7601398 2661 en. 3521 z2 9 �� �� �\ 141VISlf l6il�UWvLS / / >1 .R. IRRIGATION MAIN �N 4 r / v , 65 2 � �L,y x 1 /-. 8 I 63 62 &� @ V 1 / �J 66 ` 61 REMAINDER NG RANGE " C sa GOLF COURSE 67 57 14 56 /1� AINDEI� SWIM & TENNIS FACILITY 55 16 64 67 53 18 52 17 \ \ 19 51 67 49 50 20 I lfnilTlii Lm y e.6 47 48 J � i� CURSE 8 9 -- 41 42 43 24 23 22 21 3 .... 27 2fi 25 1377 34 33 32 31 30 29 35 GOLF COURSE REMAINDER PLOT PLAN EL=18' —300LB. WATER GOADS _17Y' DRAIN Q DOMESTIC PLUMBING CN ECK VALVE REGULATOR y N. T. S. PLUMBING~ SHUT OFF TRANSITION FROM COP TO CPVC COMBINED PLUMBING AND SPRINKLER SHUT OFFF ~ 5 B.O.R. EL=S' (OPTIONAL) I"COPPER LATERAL R0'.0" 8" MAIN OOEL=O' _3. � �5'FT OF 1" COP 1 50'FT OF Y' PVC (SWEEPi TRANSITION FROM PVC TO COP O4 EL_8' "WATER METER FIRE SPRINKLER RISER NTS APPROVED R'vers Ee County F re DepOAnen1 La Quints ORce of Me Fire Mal N HY: Kohl HeMlok m_..� FIRE SAFETY SPECIALIST 0&2Yt0213.Ofi.18 PM mxq era eye aperinrem�e m� �o m� sr �e�mexy 1 a ors rya "w��P��ws� PER MIT R - FCMPA21-0018 -1. NI 8 r o�eewweWa 1',C,N,11' YL4F Q t. Pot9m0px1 uRio ixlEllxuaullsnynilsn[o�snNnxruoµici.Ixs uL®pmstsaumlm xfawpx6wLnctl.o .escoxfoe67o71[aTMlwme Op xfpAtalmiscnrtxxrl. - w6Toxoxco6mnBLSNnR6.s AIo xm6Axocap Rxq.O. [A01upPomi aof MMcxxnp[op RApl . Nu96x vmlExcNS uLx[LvnwoEo IxsTAluTpxorux 111xo.Icxac6Nrx1111 11 µyoioli[ 'Ns rn0i�[oer oisxEvs�ALLpox AccamAwcPwnx xppA n. xAtloxA Flpswo6 tMwxaxA[La[c[PA6Lr AuoRL6wALL Lnxp sPpc6sorE6 Mc6wrouxpxw6wpxuL C. Be�p.F iW�epwcnlo pullc.puT T6R pfiux ops pww0 pcx xuoA �l'1ye wPY ETeeeL Ifin06 Bwns11 wATeR sow Iwso r nnemeR: nfiol a9e.z66 INt �va QNQ� y SNON �SN3Q1� I N r L T.P. .P. SECTION C PLAN TYPE 201 FLOOR PIPING PLAN 3/1611=1' -0" ALL I" CPVC PIPING / W/ 11V 1. LIAMLEV I� ACCESS PANEL 1 HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE 0 0 ®I CPVC DOUBLE FASTENER STRAP TYPE HANGER FIGURE 23 - CPVC HANGER HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE v 11 A. d '0 CPVC DOUBLE FASTENER STRAP TYPE HANGER FIGURE 24 - CPVC HANGER CPVC PIPING APPLICATION PIPE SIZES MAX. HANGER SPACING 3/4" 5'-6" 1,l 6.-0" 1 1 4" 6'-6" 1 1 2" 7'-0" 2" 8'-01, HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE CPVC SINGLE FASTENER STRAP TYPE HANGER FIGURE 22 - CPVC HANGER HANGER LOCATIONS ARE TO BE PLACED PER MANUFACTURERES SPECIFICATIONS HYDRAULIC SYSTEM Location 1PLAN TYPE 201 Sprinkler Information TOTAL NUMBER OF SPRINKLERS 28 NUMBER OF FLOWING SPRINKLERS MANUFACTURE RELIABLE MODEL RA0612 165° IPENDENT 1 2" ORIFICE 4.3 K-FACTOR Basis of Desian STANDARD I NFPA 13D, 2019 EDITION HAZARD GROUP RESIDENTIAL DENSITY .05 GPM/SQ. FT. DESIGNED AREA OF DISCHARGE 2 HEADS SQ, FT. Svstem Demand GPM DEMAND AT THE BASE OF THE RISER RESIDUAL PRESSURE AT THE BASE OF THE RISER GPM DEMAND AT THE WATER SUPPLY SOURCE RESIDUAL PRESSURE AT THE WATER SUPPLY SOURCE HOSE STREAM ALLOWANCE REMOTE SPRINKLER FLOW 24.3 GPM 33.9 PSI 29.3 GPM 57.7 PSI 0 GPM INSIDE 0 GPM OUTSIDE 0 GPM TOTAL 12.0 GPM ® 7.8 PSI FIRE SPRINKLER LEGEND SYM MAKE AND MODEL SI# SPACING K—FAC SIZE TEMP TYPE FINISH CANOPY TOTAL 0 REL. RFC 43 REL. F1 Res 30 RA0612 R351 1 15X15 12X12 4.3 3.0 1 /2" 1/2" 165 175 SSP SSP WHITE WHITE CONCEALED FLT SEMI REC. 21 5 Total Sprinklers This Sheet 26 N I. m n LU Z p , ' Lu = i CL a rrnn UJ Z 0 z o U] U h z W w z _ a a W z O a Lu _ U ~ Z Lu 0 O a a J � T T W J w 0 N Qt0 M 0 N 00 JI U U L WI ^ U — 0)Ll r J J D' 0 LL W N 0) LL Q Ln U 0 4 QLn 1 �I LU a 3 w Ln U 0 1 Wi Q 00 a i > N w 00 Z 0�0 Z Q 0)O 0_ U) r Ul I0 Ln — Lu C r x N Q LL r 0 V in Z Q 0 C4 Z Z Q Q CL W C Q Lu H Lu Q 50 N C4 Z ca Z m U Qa� H 0aa z c- z c H t= S 0Luw LuzC4a Q uZ oa u a W z O z O 3 a U o DATE : 7. 22. 2021 SCALE : AS NOTED DRAWN BY : MARRA JOB NO. 20-0577 SHEET NO. FP2 " �Y1Vm de:3p1VS RESPONSIVE • RESOIJRCEFIJL ► RELIA6LE 12155 PAINE PLACE POWAY, CA 92064 HYDRAULIC CALCULATIONS FOR ANDALUSIA PLAN 201 FILE NUMBER: 20-0577-PLAN 201.SDF DATE: JULY 26, 2021 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ BOR): SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: SYMONS FIRE PROTECTION, INC. DESIGN/ LAYOUT: FRANCISCO IBARRA RESIDENTIAL .05 gpm/ 450 sq.ft. BEDROOM 225 sq.ft. 2 SPRINKLERS 24.3 gpm 29.3 gpm 24.3 gpm @ 33.9 psi 1/2" inch AUTHORITY HAVING JURISDICTION: LA QUINTA FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C16-682025 WATER DEPARTMENT: COACHELLA VALLEY WATER DEPARTMENT CONTACT: RUBEN MONTIEL WATER PRESSURE INFORMATION: 96.0 psi STATIC CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE #38071930) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/31/2021AM FILES\HRS SYSTEMS\HASS87\HASS DATA\20-0577-PLAN 201.SDF JOB TITLE: ANDALUSIA PLAN 201 TWO HEAD CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) 1 86.4 85.0 31.0 AGGREGATE FLOW ANALYSIS: AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 85.1 29.3 57.7 TOTAL FLOW AT SOURCE 29.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 24.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 57.7 29.3 2 3.0 - - - - 49.8 - - - 3 3.0 - - - - 38.8 - - - 4 6.0 - - - - 37.1 - - - 5 9.0 HOSE STREAM 33.9 5.0 6 18.0 - - - - 26.8 - - - 7 18.0 - - - - 8.1 - - - 7A 17.5 K= 4.30 8.2 12.3 8A 17.5 K= 4.30 7.8 12.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/31/2021AM FILES\HRS SYSTEMS\HASS87\HASS DATA\20-0577-PLAN 201.SDF JOB TITLE: ANDALUSIA PLAN 201 TWO HEAD CALC PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 29.3 0.995 PL 20.00 PF 6.5 1 0.0 SRCE 57.7 (N/A) 12.1 150 FTG TG PE -1.3 2 3.0 0.0 49.8 0.0 0.226 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 49.8 0.0 11.0 psi, 29.3 gpm 3 3.0 0.0 38.8 0.0 Pipe: 3 29.3 2.050 PL 50.00 PF 0.4 3 3.0 0.0 38.8 0.0 2.8 150 FTG 3L PE -1.3 4 6.0 0.0 37.1 0.0 0.007 TL 59.00 PV Pipe: 4 29.3 1.025 PL 5.00 PF 2.0 4 6.0 0.0 37.1 0.0 11.4 150 FTG EL PE -1.3 5 9.0 H.S. 33.9 5.0 0.195 TL 10.00 PV Pipe: 5 24.3 1.101 PL 9.00 PF 3.1 5 9.0 H.S. 33.9 5.0 8.2 150 FTG 2ET3RC PE -3.9 6 18.0 0.0 26.8 0.0 0.097 TL 32.00 PV Pipe: 6 24.3 1.101 PL 115.00 PF 18.7 6 18.0 0.0 26.8 0.0 8.2 150 FTG 6E7T PE 0.0 7 18.0 0.0 8.1 0.0 0.097 TL 192.00 PV Pipe: 7 12.3 1.101 PL 0.50 PF 0.2 7 18.0 0.0 8.1 0.0 4.1 150 FTG TR PE 0.2 7A 17.5 4.3 8.2 12.3 0.028 TL 6.50 PV Pipe: 8 12.0 1.101 PL 12.00 PF 0.6 7 18.0 0.0 8.1 0.0 4.0 150 FTG E2R PE 0.2 8A 17.5 4.3 7.8 12.0 0.026 TL 21.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2019) under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.008 gpm and a maximum imbalance at any node of 0.064 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.1 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/31/2021AM FILES\HRS SYSTEMS\HASS87\HASS DATA\20-0577-PLAN 201.SDF JOB TITLE: ANDALUSIA PLAN 201 TWO HEAD CALC are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 84.42 psi with a flow of 37.36 gpm. (6) PIPE FITTINGS TABLE User Pipe Table Name: FSS.PIP PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 2.050 8.00 15.00 3.00 17.00 9.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/31/2021AM FILES\HRS SYSTEMS\HASS87\HASS DATA\20-0577-PLAN 201.SDF JOB TITLE: ANDALUSIA PLAN 201 TWO HEAD CALC WATER SUPPLY ANALYSIS Static: 86.40 psi Resid: 85.00 psi Flow: 31.0 gpm LEGEND 1 Available pressure 85.14 psi @ 29.3 gpm 2 � Required pressure 57.65 psi @ 29.3 gpm A. Source Supply Curve B. System Demand Curve 20 30 40 50 60 70 80 90 100 FLOW (GPM) Tote: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/31/2021AM FILES\HRS SYSTEMS\HASS87\HASS DATA\20-0577-PLAN 201.SDF JOB TITLE: ANDALUSIA PLAN 201 TWO HEAD CALC WATER SUPPLY CURVE 96+ I I I 88+ 0 <-85.0 psi @ 31 gpm Flow Test Point I 80+ I I I 72+ I I I P 64+ R E S X S 56+ U R E 48+ ( I P S I 40+ I I I 32+ I I I 24+ I I 16+ LEGEND " I" X = Required Water Supply " 57.65 psi @ 29.3 gpm " 8+ 0 = Available Water Supply " I" 85.14 psi @ 29.3 gpm " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (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 August 23, 2021 Symons Fire Protection INC 9475 Chesapeake Drive San Diego, CA 92123 Re: Residential Fire Sprinkler Plan Review — ANDALUSIA FCMP2021-0018 / MASTER PLAN 201 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