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LAQ-16-RS-010 Monterra Plan 4ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT WOODBRIDGE PACIFIC GROUP LLC 27285 LAS RAMBLAS SUITE #230 MISSION VIEJO CA 92691 SZABALA@WOODBRID GEPACIFIC.COM CONTRACTOR WOODBRIDGE PACIFIC GROUP LLC 27285 LAS RAMBLAS SUITE #230 MISSION VIEJO CA 92691 SZABALA@WOODBRID GEPACIFIC.COM OWNER MONTERRA PROP 55075 MONROE ST LA QUINTA CA 0 CONDITIONS Description: MONTERRA / TM32742 / LOT 29 / PHASE 1 / PLAN 4B Type: BUILDING RESIDENTIAL Subtype: DWELLING - SINGLE FAMILY DETACHED Status: FINALED Applied: 9/17/2015 SKH Parcel No: 767860029 Site Address: 55103 SUMMER LYNN CT LA QUINTA,CA 92253 Approved: 9/23/2015 SKH Subdivision: TR 32742 Block: Lot: 29 Issued: 9/28/2015 SKH Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 7/5/2016 JFU Valuation: $235,785.30 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 3,642 FT DWELLING - PLAN 4B, LOT 29 [VB/RES-3/CLASS A-FR/13D] THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS OR DRIVEWAY APPROACH. 2013 CALIFORNIA BUILDING CODES. Fire Permit #LAQ-16-RS-010. FINANCIAL INFORMATION Printed: Wednesday, February 28, 2024 3:41:54 PM 1 of 7 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0371 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $89.46 $89.46 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH Total Paid for ART IN PUBLIC PLACES - AIPP: $89.46 $89.46 BSAS SB1473 FEE 101-0000-20306 0 $10.00 $10.00 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $10.00 $10.00 DIF - CIVIC CENTER 252-0000-43200 0 $942.00 $942.00 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH DIF - COMMUNITY CENTERS 254-0000-43200 0 $129.00 $129.00 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 $433.00 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH DIF - LIBRARIES 253-0000-43200 0 $344.00 $344.00 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH DIF - PARK MAINTENANCE 256-0000-43200 0 $40.00 $40.00 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH DIF - PARKS/REC 251-0000-43200 0 $2,048.00 $2,048.00 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 $116.00 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 $2,842.00 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 $6,894.00 TEMP POWER SERVICE 101-0000-42403 0 $24.17 $24.17 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH TEMP POWER SERVICE PC 101-0000-42600 0 $16.92 $16.92 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH Total Paid for ELECTRICAL: $41.09 $41.09 Printed: Wednesday, February 28, 2024 3:41:54 PM 2 of 7 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0371 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $49.32 $49.32 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $20.32 $20.32 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $145.03 $145.03 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $47.86 $47.86 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH Total Paid for ELECTRICAL - NEW CONSTRUCTION: $262.53 $262.53 RESIDENTIAL PRECISE GRADING - TRACT HOME 101-0000-42408 0 $133.43 $133.43 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH Total Paid for GRADING: $133.43 $133.43 CONDENSER/COMPRES SOR 101-0000-42402 0 $108.78 $108.78 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH CONDENSER/COMPRES SOR PC 101-0000-42600 0 $72.51 $72.51 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH EXHAUST HOOD 101-0000-42402 0 $12.09 $12.09 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH EXHAUST HOOD PC 101-0000-42600 0 $4.83 $4.83 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH FURNACE 101-0000-42402 0 $108.78 $108.78 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH FURNACE PC 101-0000-42600 0 $72.51 $72.51 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH VENT FAN 101-0000-42402 0 $84.63 $84.63 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH VENT FAN PC 101-0000-42600 0 $33.81 $33.81 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH Total Paid for MECHANICAL: $497.94 $497.94 Printed: Wednesday, February 28, 2024 3:41:54 PM 3 of 7 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0371 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY MULTI-SPECIES RESIDENTIAL 0-8 UNITS - 2015 UPDATE 101-0000-20310 0 $1,301.00 $1,301.00 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH Total Paid for MULTI-SPECIES RESIDENTIAL: $1,301.00 $1,301.00 NEW CONSTRUCTION PERMIT 101-0000-42400 0 $601.73 $601.73 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH Total Paid for NEW CONSTRUCTION PERMIT: $601.73 $601.73 NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $1,278.84 $1,278.84 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,278.84 $1,278.84 BACKFLOW DEVICE 101-0000-42401 0 $12.09 $12.09 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH BACKFLOW DEVICE PC 101-0000-42600 0 $4.83 $4.83 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH BUILDING SEWER 101-0000-42401 0 $12.09 $12.09 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH BUILDING SEWER PC 101-0000-42600 0 $12.09 $12.09 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH FIXTURE/TRAP 101-0000-42401 0 $253.89 $253.89 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH FIXTURE/TRAP PC 101-0000-42600 0 $253.89 $253.89 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $36.26 $36.26 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $24.17 $24.17 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH WATER HEATER/VENT 101-0000-42401 0 $12.09 $12.09 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH Printed: Wednesday, February 28, 2024 3:41:54 PM 4 of 7 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0371 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES SEWER CONNECTION KKI 10/16/2015 10/16/2015 APPROVED UNDERGROUND PLBG KKI 10/16/2015 10/16/2015 APPROVED FOOTINGS KKI 12/15/2015 12/15/2015 APPROVED UNDERGROUND PLBG KKI 12/15/2015 12/15/2015 APPROVED SLAB KKI 12/15/2015 12/15/2015 APPROVED ROOF NAIL KKI 1/26/2016 1/26/2016 APPROVED OKAY TO WRAP LUR 2/2/2016 2/2/2016 NOT READY OK TO START WRAP. NEED TO VERIFY FIRE BLOCKING AT DOUBLE WALLS. STRAPS NEED NAILS IN EVERY HOLE. OKAY TO WRAP KKI 2/3/2016 2/3/2016 APPROVED DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY WATER HEATER/VENT PC 101-0000-42600 0 $7.25 $7.25 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.09 $12.09 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $12.09 $12.09 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH Total Paid for PLUMBING FEES: $652.83 $652.83 SMI - RESIDENTIAL 101-0000-20308 0 $30.65 $30.65 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH Total Paid for STRONG MOTION INSTRUMENTATION SMI: $30.65 $30.65 SINGLE FAMILY DETACHED 224-0000-20320 0 $1,837.44 $1,837.44 9/28/15 R9531 10742 CHECK WOODBRIDGE PACIFIC GROUP LLC SKH Total Paid for TUMF - RESIDENTIAL: $1,837.44 $1,837.44 TOTALS:$13,630.94 $13,630.94 Printed: Wednesday, February 28, 2024 3:41:54 PM 5 of 7 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0371 FRAMING KKI 2/8/2016 2/8/2016 CANCELED ROUGH ELEC KKI 2/8/2016 2/8/2016 CANCELED ROUGH MECH KKI 2/8/2016 2/8/2016 CANCELED ROUGH PLBG KKI 2/8/2016 2/8/2016 CANCELED FRAMING KKI 2/10/2016 2/10/2016 APPROVED ROUGH ELEC KKI 2/10/2016 2/10/2016 APPROVED ROUGH MECH KKI 2/10/2016 2/10/2016 APPROVED ROUGH PLBG KKI 2/10/2016 2/10/2016 APPROVED INSULATION AOR 2/22/2016 2/22/2016 PARTIALLY APPROVED TRUSSED CEILINGS ONLY, REINSPECTION OF FIREBLOCKING REQUIRED AS NOTED IN COMBO INSPECTION. INSULATION AOR 2/23/2016 2/23/2016 APPROVED DRYWALL NAIL AOR 2/26/2016 2/26/2016 APPROVED LATH AOR 2/26/2016 2/26/2016 APPROVED W/EXCEPTIO N REINSPECTION OF REAR WALL AT GUEST ROOM REQUIRED LATH AOR 3/1/2016 3/1/2016 APPROVED REINSPECTION OF REPAIR AREA COMPLETE TEMP USE OF PERM PWR JFU 4/13/2016 4/13/2016 APPROVED PUBLIC WORKS FINAL JPE 6/28/2016 6/28/2016 APPROVED 0730 to 0800All back yard drains are in and open - swales are in - all trenches Backfilled - property has no trash - OK to Final. Contractor has to cut to grade and install drain grates in back yard.Weather - Partly cloudy to Clear - Calm - temp 90 to 115 FINAL**JFU 7/5/2016 7/5/2016 APPROVED HERS REGISTRATION NO: 214-N0048135B- M2000002A-M21A REGISTRATION DATE: 6/24/2016 HERS PROVIDER: CALCERTS, INC. GAS LINE/TEST JFU 7/5/2016 7/5/2016 APPROVED Printed: Wednesday, February 28, 2024 3:41:54 PM 6 of 7 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0371 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 7/5/2016 JAKE FUSON FIRE DEPARTMENT RELEASE BRES2015-0371 - FIRE DEPARTMENT RELEASE.pdf 1 DOC 7/12/2016 JAKE FUSON CERTIFICATE OF OCCUPANCY BRES2015-0371 - CERTIFICATE OF OCCUPANCY.pdf 1 IMAGE 6/28/2016 JIM PETERS West side yard looking North 55103 Summer Lynn Ct.JPG West side yard looking North 55103 Summer Lynn Ct.JPG 0 IMAGE 6/28/2016 JIM PETERS south side of residence at 55103 Summer Lynn Ct.JPG south side of residence at 55103 Summer Lynn Ct.JPG 0 IMAGE 6/28/2016 JIM PETERS front of 55103 Summer Lynn Ct looking Northwesterly.JPG front of 55103 Summer Lynn Ct looking Northwesterly.JPG 0 IMAGE 6/28/2016 JIM PETERS east side yard looking south at 55103 Summer Lynn Ct.JPG east side yard looking south at 55103 Summer Lynn Ct.JPG 0 IMAGE 6/28/2016 JIM PETERS North side back yard at 55193 Summer Lynn Ct looking east.JPG North side back yard at 55193 Summer Lynn Ct looking east.JPG 0 BOND INFORMATION REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES FIRE FIRE BUCKET 1/26/2016 2/9/2016 2/17/2016 COMPLETE PARENT PROJECTS Printed: Wednesday, February 28, 2024 3:41:54 PM 7 of 7 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0371 Bulletin 105 Rev. L 1• Novel Pi Imabld Residendi Spriinidere for Design Density of 05 gpffff r Model F1 Res Sprinldem enginear►sd for the kmmm nom toll the minimum design densltp of .05 gpmW Types: 1. F1 Rea 30 Penctem 2. F1 Res 30 Recessed PendentoF2 a F1 Res 30 Recessed PendentjFP 4 F1 Res 49 Pendenn I S F1 Res 49 Recessed PendentF1 o F1 Res 49 Recessed PendentlFP 7. F1 Res 58 Pendert F t Res 30, 49,58 & 75 F1 Res 30, 49, 58 & 76 6 F1 Ras 58 Recessed PenderlraFl Recessed Pendent 1 F1 �d Penderl[ IFP F 1 Ras 58 HSVVX 9. F1 Res 58 Recessed PendentFP 10. F1 Res 76 Pendent 11. F1 Res 76 Recessed Pandentfi 12. F1 Res T6 Recessed PendentjFP 13, F1 Res 30 CCP Pendent 14, F1 Fft 49 CCP Pendent 15. F1 IHes 58 CGP Pendent 16, F1 Res 76 CCP Pendant 17, F1 Res 44 HSW Fi Res 30, 49, 58 & 76 F1 lies 44 & 5a3 F1 Rea 44 SWC 18. F1 Res 44 Fieoe 3sed HSWlF2 CCP Pendent Recessed HSW)F2 19. F1 Res 58 HSW 2). F1 Res S8 HSM HarizMd Sidewall spr'irWers(Figs. 5, B &7) EFe egWy wac- 21. KRes58 HSWX tip when abcw ceiling piping canal be used. 22. F1 Res 58 HSW Recessed HSW F2 Tha 3rnrng lass -bulb porident sprinkler permit trig Gffdw t use 23. F1 Res 44 SWC or residrwMal water supplies for sprink a camralge in residential Ll tin 6 de Approvals fire proiw-,wn design. 1. Listed by Underwriters Laborannes Inc. and Tha lore towF 1 Res slx- iklers are specially engineered fatast UL Certified far Canada [cU sj thermal response to +tree[ the sensrlve ire p tectiaxl appgca tion needs of re laiest residerttial me'kat standards (UL 1526 Stancura). Upon fire conditions, rang heat calusesa spnwicrb Speiniders far.1 Q Dem ty: Refer to Bulletin 176 heat itiveetemer4. glass bulb cr firkin actuate, relaas�ngthe UL Liaating Category val"WiOrwata ftworrtothedeflea0r,everliy disinbutingme Residential Automatic Sprinkler dI3Xffg00 wX8r t000rmal afte, UL Guide Number Technical Data: VKKVV . Thermal Sensor. Soldered Element (Link) or Nominal PL�e 3mm glass -bulb + Sprinkier Frame . Brass Casting US Patent No. 6,516,893 applies to the Model F1 Res 49 . Sprinklers' Pressure Ftaiing : 175 psi & 58 Pendent 5prinatasrs Factory Hydrostatically Tested io 500 psi US Patent Ne. 7,35,9,02 applies 10 Model F1 Hes 4-4 & 58 . Thread Size. lei" NPT (Rlh) USten No.7 US Patera Na]. 7,78z1,555 applies to MOdef F 1 Res 445V11C + K-FactOr: 3.0(43.,2)(A=W)-F1Rm30PendotSpnnider Spri rdtiers 4.9 (7b-d)OztLal) - 3 -i Res 4g Pe v> k rt SpinldFi Product Desgi ption 5.S (a3Lt5} t}1�h.iak) -F 1 Ras 56 P�ldert& Ii51Ar 5prin{der 7.6 tit 90ch W) - F1 Res 76 Perderlt5pn nNer Pvbdel F1 Res Pendent sprinMers (Figs. 1, 2, 3, & 4) are fast 4.403}(Adual)-Ff Fies44HSW Sprinlder resparlse sprlrklersoombinq exceren daubfIrry, nigh senobv- • Density- Minimum 0.05 gpmlit2 4 glass-nui7 and (W prOlile decorative design. The F1 Res The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Eltrlsford, New York 10523 Technical Dutaa: FI Res 30 Pendent and Recessed Pendent (SIN R3511) 7hr>sad Nominal Orrice I Max Preswro: Inkier Temp, ------ a3aful l�lrxx ArnrsientT-- f 114 aizo irlClltrnlYll 1 r n - lTiii�. -- Facto r r tRy21 ( j 1 ,-r 70 66 t�FJ I -Of Ck•11Inq P/:X!S Teler to NV Yk 1:% 13h pr ';;J Technical Data: F1 Res 49 Pendent and Recessed Pendent (SIN R3516) 164Ai' r_sargtn fah (mrt't} _-- Z26 (.57) Thread Nominal OrificeMax Sprinkler Max. Actual Sprinkler 51xe Inch (mm)Pressure Temp- Wing . Amblent Ted, K Length ........... . - t3 a ixtr}.... � ._ .. ° ... _ ........° ... —°G Factor '- -- itich-(mmj ' I :2" J�y66 1'= r121 ; S� C70.Ej _ .... 2.25. r5:�y Max. Coverage area F1 x Ft f m x m) klax. Spacing Pt (m) Clydanary Temp. Reding 155°FJ6 Irtemladime 7ernp. Rating 175°FJ79°C Flow Pressure GPII,(,CA771n'--i�Sl�lj-. lap flf Defier to Cell{rrg Inch(mm) Flow -_ Pressure PSa(garj_. :2 x 12 (3,6 x 3,5) 12(3,6) 13 (49} 7.p r;:,43) 13 (''g) 7.+0 C0,48) 5rnmlh Gei1-rigs 1%tc 4 (.+1 Y IQ 102) usir:8 F2 eaattcheon. 14 x 14 (4,3 x 4,3) 14 (4,-) 13 (4 9) 7.0 C-D,48) 13 (4q) 7 0 (0,48) 1 to 4 (2.5.4to 102) using 1 is x 16 (4,9 x 4;9) 16 (4,V,) �13 '49) 7.0 (0,48) 13 (49) 7.0 (0,A8) Easrr�dCcni-9,; perNFPA 13D, laR o 13+no'Miac rr, -... 1 a x 1E (!M-S x 5,5) 18 (6.5j 17 (64,3) 12 (0,85) 17 (04,3', 12 (0 63) hr*;ma 11/..❑ 44 4) ,sng F2 6scul 9C'., t I 20x20(E.1x6A) 20(5.1) ....... .......... - -'GV . ........... — -- 1F.1(1-u;i .._...... ....... ..... 20(75,7) 1b.?(1,`4) to 1'•6t25-4ta444jusirgFl F-0- Ceiir?g yp5v r9fGf to NFPA 13, 13R or 13D r� Minimum Spacing Ft (rn) 8 (2.4) Bulletin 006 Rev, I Model RFC30 (SIN RA0611) m Model RFC43 (SIN RA0612) 11abld Model RFC49 (SIN RA0616) g Residential Flat Concealed Sprinklers A Residential Flat Conamled Sprinkler engines for a minimum design density of 0.05 gpin4F with low GPM requirements. Features 1. Very low water flow requirements. 2. Cover plate attachment (Plain or Perforated) wlth'ho (13rrm) Total adjustment. 3. Thread-On[Thread-Off or Push-Onfrhread Off cover attachment option. 4. Smooth aesthetic ceiling profile. 5. Available in brass, chrome and black plated or painters finishes. Listings & Approval 1. Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) UL Listing Categories Residential Automatic Sprinklers Plain Corner Plate UL Guide Number VK KW r Product Description IUtadel RFC30, RFC43 and RFC49 Concealed Residen- Iial Sprinklers are fast response rmidenilaJ fusible solder fink automatic sprinklers. Reelderrtial sprinklers differ "' from standard sprinklers primarily in their response time and caster distribution patterns. Perforated Cover Plate Model RF030, AFC43 and RFC49 sprinklers dlscharge water in a riemispliencal pattern below the sprinkler de- and positively attached and blends into the ceiling, can- ilector. Residential distribution patterns are nigher and sealing the most dependable fire protection available, an generally contain a tiner droplet size than, standard sprin- automatic sprinkler system. kler patterns, The iRFCS% RF043 and RFC49 are UL Listed Residen- The combination of speed of operation and high dis- tlal Sprinklers to be installed in the residertial porlions charge pattern required for residential sprinklers has of any occupancy in accordance with NFPA 13, 13R, & demonstrated, in fire Testing, an ability for controlling 13D. residenTial fires, and thereby providing significant evacu- The RFC30, RF043 and RFC49 can reduce the need ation time for occupants, for precise cutting of drop nipples. The threaded cover The RFC30, FFC43 and RFC49 Sprinklers provide the plate assernbly can be adjusted without iools to fit ac- wallorrn of fire protection by combining an attractive ap- c:urately against the ceiling. The fire protection system pearance and'b" (13mm) of cover adjustment to ease need not be shut doom to adjust or remove the cover of installation. The small diameter cover plate is easily plat&assembly. The Reliable Automatic Sprinkler Co., Inca 103 Fairview Park Drove, Elmsford, New York 1+0523 Model Thread- Nominal Sprinkler COP Assembly Max. Ambient Max. (SIN) Size Orifice Temp Patin p Tem 1Ratln p g Temp. Factor Pressure Inch (mm) Inch (rnm) psi ( bar) a p W p� p�+ pGor_r-. r QCRFC 30 (RA0611} %a" (15) 21A4 (8,2) 165 4 135 5? 1i10 38 3 C (43.2) 171) r'21 RFC 43 (RA0612) Ya" (15) A (fQ. 165 '4 135 57 100 38 4.3 {62) 175 (12) RFC 49 (RA0616)1. S5 4 135 61, 1'Xj 38 4 9,7r3.6) 175 (12) RFC 30 Ordinary Temp. Rating Max. Coverage Max. Spacing 1&5'F174°C 4 ) Tap of Deflector Installation Minimum area Ft s71) Ft x Ft (m x m) { to Ceiling Inth (MM) Type Spacing Ft (m) FIQud Pressure ------------ `2 x 12 (3,6 x 2,6) 12 GPM (Umin) PSI (bar) 6(2,4) f ;r+, '.; 7 1;3,62:: Smooth Ceilingp Y2 to 1(13 to 25.4) =ea:m'l c:eily: gs pee NFPA 13D, 13a9 or 13 Instafled 1n bsums l,2,,c 1(1$ to 25.4) [;Qrceale l '4 x 14 (4,3x 4,3) 14 f4,3) 10 (37.8) 11.L� (4,76) Fat r:eilr:g typr,s refer to NFPA 13, 13R or 13D RFC 43 Ordinary Temp. Rating Max. Coverage Max_ Spacing (165°Fl74°C } Top of Deflector lnstallafion I Minimum area Ft x Ft (tit x m) Ft (m) to Ceiling Inch (mm) Type Spacing Ft (m) Flout/ Pressure GPM (Umin) PSI (bar) IR 12 x 12 (3,6 x 3.5) 12 (s,8) :'? (4,5) 7-8 1'0,54) Smcof- Cs:Gngo lz to 1 (13 :c :75.4) I 14 x 14 (4,3 x 4. F, 14(4,3) 13 (49) 9 1 fe"63) 15 x 16 (4,9 x 4,5) 16(4,9) 13 (4,-4) 9.1 10,63, Baamed Ceilings per NFPA 30.13R cr 13 instal°sad in beams' to 103 to 23.1) Concealed 8 (2,4; �s x 18 (5,5 x 5,5; 18(5,5) 18(,66) 17 5 (1,21) I 20x20'5,1 x6,11, 20 (6,1) 2'• (79} r3.8N.64) Fu Ceiling typos refer to NFPA 13, 13R or 13D RFC 40 Max. Coverage Ordinary Temp. Rating Top of Deflector p M{nimutri R7ax. spaaJng (165°F174"C ).........._...... Installation area Ft (m) _---- Flow Pressure to Ceiling Type Spacing Ft x Ft (m x rn) Inch (mm) Ft (rn) COPRA U tin PSI bar 12 x 12 (3,f3 x 3,6} 12(3.6) 13 (49) - .0 14 x 14 (4,3 x 4,3) 14 t4,3; 13 (.49) 7.0 (C,4a3) Smoot". Celiings'.� to 1 (13 to 25.41, 16 x 16 (4,9 x 4,9) 1 E (4.01) 13 (49) 7.0 1,0,45) Beamed C6:1: Las per NFPA 13D, 13R or 13 installed in beams 4 to 1 (13 to 25.4) CrnceaIFrJ F, (2,4) 18 x 18 (5,5 x 5,5) i 8 (::,�j 17 (5a,3) 12.0 (C3,S:i) 20x20 8( 1x(3,1) 20(E,1) 20(75,73) 1C.1 1,141 For Cxpilinr. tvoes refer to ; af-PA 13. 13R co i in 1 HYDRAULIC SYSTEM This Building is Protected by a Hydraulically Designed Automatic Sprinkler System. Date Installed 3115116 Location CALC AREA 2 Number of Sprinklers 2 Basis of Design 1. DENSITY .05 gpm/Sq.ft. 2. DESIGNED AREA OF DISCHARGE 512 sq.ft. System Demand 1. WATER FLOW RATE 32.1 gpm 2. RESIDUAL PRESSURE AT THE BASE OF THE RISER 34.3 psi Installed By Fire Sprinkler SystemInc. HYDRA UL IC NAMEPLA TE N.T.S. 13D GENERAL NOTES 1. AUTOMATIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE INSTALLED IN ACCORDANCE WITH NFPA 13D, 2013 EDITION AND THE REQUIREMENTS OF RIVERSIDE COUNTY FIRE DEPARTMENT. 2. THIS SPRINKLER SYSTEM SHALL BE TESTED AND INSPECTED BOTH THE ROUGH AND FINAL INSPECTION PRIOR TO OCCUPANCY BE)NG GRANTED. THE JURISDICTIONAL FIRE PREVENTION OFFICE WILL BE NOTIFIED A MINIMUM OF TWO WORKING DAYS IN ADVANCE OF THE REQUESTED INSPECTION. 3. THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS, 4, NOTCHING, DRILLING, OR OTHERWISE PENETRATING STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH CALIFORNIA BUILDING CODE. 5. TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY BLAZEMASTER U.L. LISTED. B- ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING IT'S FUNCTION. 7. PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM PLUMBING CODE. PIPE: CLAMPS AND SCREWS ARE MANUFACTURED BY AFCON MFG. ARE U.L. LISTED AND ARE INSTALLED ACCORDING TO THE HANGING REQUIREMENTS IN THEIR TECHNICAL DATA (SEE DETAIL)_ 8. THE SPACING AND LOCATION OF SPRINKLERS SHALL CONFORM WITH THE MANUFACTURES REQUIREMENTS AND THOSE CONTAINED IN NFPA 13D, 2013 EDITION. 9. IF REQUIRED BY A.H.J. THE ALARM INDICATING DEVICE SHALL BE LISTED FOR OUTSIDE SERVICE AND AUDIBLE FROM THE STREET THAT THE HOUSE IS ADDRESSED ON- 10. SMOKE DETECTORS TO BE INSTALLED BY OTHERS. 11. RESIDENTIAL CONCEALED PENDENT SPRINKLERS ARE U.L. LISTED AND MANUFACTURED BY RELIABLE. INSTALLED AT 16 FT. MAXIMUM SPACING (SEE TECH. DATA). 12. PENDENT INTERMEDIATE TEMP. {QUICK RESPONSE SPRINKLERS ARE U.L. LISTED AND MANUFACTURED BY RELIABLE INSTALLED AT 16 FT. MAX- SPACING (SEE TECH. DATA). 13, PENDENT SPRINKLERS ARE AT LEAST 3 ft. FROM OBSTRUCTIONS E.G. LIGHT FIXTURES, CEILING FANS, ETC. OR IN ACCORDANCE WTH TABLE 8,2.5.4.2 AND SECTION 9.2.5-2. SPRINKLER LOCATIONS FOR CONTINUOUS OBSTRUCTIONS ARE IN COMPLIANCE WITH 8.2.5.4. 14. SOFFITS AND CABINETS TO BE PROVIDED WITH SPRINKLER COVERAGE IN ACCORDANCE WITH 8.2.5.6. 15_ SPARE SPRINKLERS SHALL NOT BE REQUIRED TO BE PROVIDED IN ACCORDANCE WITH 5.1.1,1 54TH AVENUE W PROJECT 517E-. D q z � D AIRPORT BLVD, � VICINITY MAP N.T.S. MONTERRA TRACT TO FOLLOW PLAN 4 LOT ADDRESS 29 55-103 SLIMMER LYNN COURT LA QUINTA, CA. AHJ: RIVERSIDE COUNTY FIRE DEPARTMENT LEGAL DESCRIPTION OCCUPANCY; R31 U CONSTRUCTION: V-B STORIES: 1 BUILDING AREA: 4,281 SQ.FT. FIRE SPRINKLER SYSTEM: DESIGNED AND INSTALLED? PER 2013 NFPA 13D ALL RESIDENTIAL WITH A .05 DENSITY WITHIN AREAS. BUILDING SUMMARY APPROVAL STAMP *FOR REFERENCE ONLY 1' ELEV. WALL 11' ELEV. 1 %11 PVC 03 .-<< t , 104 WALL FINISH GRADE � 4' ELEV .. -- :.. , ,..- .: �4 Psi Ld55 11/"COPPER -�-� 1YY PVC 1" COPPER K 1 " METER =fl(:) tlAlhf -2' ELEV, 70' MAX 30' MAX 1 fl5 1 Q6 10 1 D$ -2' ELEV. -2' ELEV. -2' ELEV, UNDERGROUND DETAIL N.T.S, (FOR REFERENCE ONLY) CONCEALED RES. PENDENT SPRINKLER RES. PENDENT SPRINKLER �} CHANGE IN ELEVATION RISER LOCATION (PER DETAIL) NODE POINT FOR CALCULATION HANGER TIC DETAIL SYMBOL LEGEND Riverside County Fire Office of the Fire Marshal MAR 2 f 2016 Received By APPROVAL Riverside County Fire Department Office of the Fire M hag By: sa otbng am The approval of plans and specafieations ores permit the violation, deletion, omission or faulty rnstallatron of any requirements of Title 24 or any Local ordinances. Construction shall remain accessible and exposed for inspection purposes until approved by the Fire Departnlealt, 103 CPVC TO SYSTEM 14G IVEJ_EV. 1 V ELEV. SPARE SPRINKLERS SHALL NOT BE REQUIRED TO 1" CPVC PROVIDED PER 5,1,1,1 �— VCPVC RISER GAUGE MAIN DRN VALVE DRAIN TO TERJOR 3 PSI 14-1/2" x 30" �— ACCESS DOOR LOSS 11/2" CPVC 2' MAX ELEV. F' ELEV, CHECK VALVE D2 1 Q 1 K FOR FIRE SPRINKLER INC. TO BEGIN AT B.O.R. TO NODE 2.3 RISER DETAIL N.T.S. CONTROL BALL VALVE 5 GPM ALLOWANCE STATIC 88.24 -10% = 79A 1 PSl RESIDUAL 86.33 -10% = 77.69 PSI FLOW 2500 GPM WATER FL0W INFORMATION _.._......_ .._..._.:_........ , LICENSE NO.684600 • CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL s DESIGN, ENGINEERING AND INSTALLATION 0 705 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 Z W LI J V ) Uj O J W W F— CD � U U � "It N J d LU � m -' 2� m 0 o o JOB NO: 31335 DATE: 1/14/16 DRAWN BY: C.P. ��o� r✓Z I ON co�� P C TION �C7� o LICE NO. �, 68460� �� CF CAL 5iZE - 24" X 36" SCALE N.T.S. IF SHEET 15 LESS THAN 24" X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEETID PLAN 4 GENERAL NOTES SHEET FP1 OF FP3 0 0 t- t- r a 24'x20' SPACING I OUTDOOR LIVING 1(?-0 CLG 10'-0' CLG PI nnp QPPIKIVI PR PI ❑M VVf %WL-. II - 1 V Azrw RBE9dln1 SIZE - W4" thru 2- pipe C MATERIAL - Carbon Steel FINISH • Mil Galvanized LI ETI NGS - UL Listed: EX 4231, EX 2551 PATgN7 - No, 6.648.275. F NINCTION - To support horizontal piping - CPVC, Copper or Steel A listed hanger in all 3 mot tin position, i.e. side of vaAical surface and both topside and undarsldq of hod;ontal surface A listen ratrainer providing v$rlicaI and Idler re5traiell in all the ai7eve . mounting positbgn5. To prevent upward movement of pipe that supplies a perlderd spnnklsr 4elow the ceiling. To Sabiiize vertical piping by providing hanzonral reslrair:t. INSTALLATION - Per NFPA 13f) Space by pipe type --a Install on wood concrete or steel ResVent Snap wer p.pe. Ihw squeeze strap back allowing pipe to slide Freely. Man #i 905 thl aads are exposed io wood, rneall 9906 backing nut FASTENERS - 'W000' UL Listed per NFPA 13 CPVC pipe -#905 screw- no predrill cop per pipe - *W5 screw - no pfe•dnl I F Steel pipe- 114"x1 112-lag scre.- no pre -drill R"atrami Th' 5M" gyp— board - IX x2' lag strew ^STEEL^ i1LListedp"r NFPA13-mm1dGA CPVC pipe - 114" or014 Tek Screw Copper plpe - IA" of #14 Tek Screw Steel pipe- U4" or914 Tek Scsswr 'CONCRETE' Regdred,nirwft u load each fastener The highea or 170kh5 or 5flst1+25lN6s 2 F EATLIRFS - ` 1 ii2. Offsel - pipe wall to —..,king surface • 314- and 1" pipe site made mth cunrno-n center -line ' Leg design prod— supanor.1-91h .Offset edge eliminates abrasion ' AFCON #905 screw listed V wood has 5.19' hex head - Included OR DF RtNG - Part # and plpe size l<" 1" 1%." 1'�" 2" 21/�' 3" 3,�• 4" 5" s• $" Steel pipe except threaded lightwall NIA 12'-0" 12'-0' 15'-0" 19-0" 16-0" 15'-0" 15'-0" 15'-0" 15'-D" 19-0" W-0" Threaded lightwall steel NIA 12'-0" 12'4' 12'-0" 1Z-0" 12'-0" 12'-0" NIA NIA NIA NIA NIA pipe Copper tube 3--kV SV" 10'47 19-0' 124' 12'-0" 12'-0" 19-0' 15'-0' 15W' 15'-0' 15'-0' CPVC 5'-6' 6'-U' 6-6" T-D" 8'-0' 9-0" 10'-9" NIA NIA NIA NIA NIA Polybutylene (IPS) NIA 3'-9" 4'-7" 5'-D" 5'-11" NIA NIA NIA NIA NIA NIA NIA Polybutylene (CTS) 2'-11" 3'-4" T-11" 4'-5' 5-5" NIA NIA NIA NIA NIA NIA NIA Ductile iron pipe NIA NIA NIA NIA NIA 16-0' NIA NIA 16-0" NIA 15'-0" 15'-0" 514 STEEL - COPPER - C. P. V C. HANGER_ NOT TO SCALE B $ A � { SIZE & PIPE TYPE - 314" THRU 3" G.P.V.C. PIPE LISTINGS - UL LISTED], EX 4231. EX 2551 INSTALLATION - PER NFPA 13❑ INSTALL ON TOP, 130TTOM OR SIDE OF BUILDING ELEM SPACE f3Y PIPE TYPE FASTENERS - in WOOU: 314" - 3" CPVC PIPE - 9905 SCREW - NO PRE -DRILL in STEEL: 34' - 3" CPVC PIPE - 114" OR #14 TEK SCREW NOMinal Pipe Size (In.) '/4 1' 1'/4" 1'A' 2" 2,1" 3 3,' V 4" 5' W $" Steel pipe except threaded I ighttvall NIA 12'-D" 12'-0" 15'-0" 1F-0" 15'-0" 15'-0" 15' G" 15'-0" 15'-0" 150" 15' 0" Threaded lightwall steel NIA 12'-G" 12'-G" 12'-0" 12'-0" 12'-0" 1Z-0" NIA NIA NIA NIA NIA pipe Copper tube 8'-0" &-0' 10'-0' 10'-0" 12'-0" 12'4)" 1 Z-0" I T-G" 15'-0" IS-0" 15'-0' 15-0' CPVC 54r6" 6'-0' 6'-6" 7'-0' 8'-0" V-9- 1V-0" NIA NIA NIA NIA NIA Polybutyiene (IPS) NIA X-9' 4'"7" T-O' 5'-11" NIA NIA NIA NIA NIA NIA NIA Polybutylene (CTS) 2'-11" T4' T-11" 4'-5" 9-5" NIA NIA NIA NIA NIA NIA NIA Dudle iron pipe NIA N/A NIA NIA NIA 15'-0" NIA NIA 15.0" NIA 16-0" 15-0' V V PLASTIC PIPE THROUGH GYPSUM WALLS USING V " vir"vet BLAZEMASTER CAULK & WALK F RATING =1-HR. AND 2-HR. T RATING =14HR, AND 2-HR. DRAINING NOT TO SCALE 1, PRE -RATED GYPSUM WALLBOARTSTUD WALL ASSEMBLY A) THE F RATING =1 HOUR IF THERE IS ONE LAYER OF GYPSUM WALLBOARD, B]THE F RATING = 2 HOUR IF THER{E ARE TWO LAYERS OF GYPSUM WALLBOARD. 2. PLASTIC PIPE- A) NOM. Z' DIAMTHNOM. 2' IA SPACE MALLER} CPt1 PIPERANGE 8HALL OR 70 MRXPV BPIPE NOTE: FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. 3. BLAZEMASTER CAULK & WALK- MIN. 112"THICKNESS OF SEALANT APPLIED WITHIN OPENING, ADDITIONAL SEALANT TO BE INSTALLED SUCH THAT A MIN,1/4' CROWN IS FORMED AROUND THE PENETRATING ITEM, NOTE: THE F & T RATINGS OF THE SYSTEM IS EQUAL TO THE FIRE RATING OF THE WALL ASSEMBLY, ULJcUL SYSTEM NO. WL2151 510 STEEL - COPPER - C. P. V C. HANGER NOT TO SCALE FLOOR AREA - 3,642 SQ. FT. GARAGE AREA- 639 SQ. FT. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13D, 2013 ED. NOTES: 1. ALL HEAD SPACING TO BE 16'x16', UNLESS OTHERWISE NOTED. 2, ALL PIPES TO BE %" 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 (2013 NFPA 13D 7.7). 6. SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55sgft, AND LESS. (SECTION 8.6.2.) 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 LEAST DIMENSION DOES NO EXCEED aft, (3) THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE MATERIALS AS DEFINED IN !NFPA 220_ 8. 8.2.5.3.2 THE DISTANCE SHALL BE MEASURED FROM THE CENTER OF THE SPRINKLER TO THE CENTER OF THE OBSTRUCTION, 9. 8.2.5.7 SHADOW AREAS SHALL BE PERMITTED IN THE PROTECTION AREA OF A SPRINKLER AS LONG AS THE CUMULATIVE DRY AREA ❑O NOT EXCEED 15sgft (1.4 sqm) PER SPRINKLER, J LICENSE NO. 684600 i CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL DESIGN, ENGINEERING AND INSTALLATION ■ 705 E, IHARRiSGN ST., SUITE 200 CORONA, CA 92879 PH - 8OD-915-3473 FAX - 951-272-2535 • The recipient of these plans hereby acknowledges that all plans, details, specs ica[iuns ar methods of installation contained in this set of plans is the sale property of Fire Spdr16er Systems, Inc. and that any use of this set of plans is prohlbited and is a violation of copyright laws without first receiving permission from Fire Sprinkler Systems. z d CO m v 4 w w Q _ z 9 e, L] is x a Z' �= Co CZ r Lu J Y a d �r1 cn tmija ~ h Q H U L� c`a c`v C�! Cap 5c d m (i) ]- rn 0 �W �w � � o � Z •—w Q w U L : .w_f w m CO z ¢ ¢ Or Of I— o c3 d N J LU Uj mCD a� a J U LY cn c J a 0 N ,SOB NO: 31335 DATE: 1 /14/16 DRAWN BY: C, P. Q4��EC� i OIV C p�� CLASSIFIn� * LrC 0. 460C SIZE - 24' X 36" SCALE 4 114' =1' IF SHEET IS LESS THAN 24" K 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID PLAN 4 FIRE SPRINKLER PLAN SHEET FP2 OF FP3 F r Tai. nArE PXMdrAidw 1 ...... ....... ...... ... _—._....__ _ .. _...._......... _. SECTION SCAM, V4` - I'-0' I & gem VA KME a I, January 2QQ5 Ii81'aae tdstailation 5gagitjg Garage Installation Specifications shalt only apply for the installation of UL Listed BlazeMaster"I CPVC pipe and fittings in garage$ requiring Sprinkler protection per NFPA 130 and NFPA 13R, These Standards are defined in NFPA codes entitled 'One and Two Family Dwellings and MobVe, Homes'and in 'Residential Occupancies up to Four Stories in Height . As referenced in NFPA 13D Section 8.6.4,'Sprinders are not required in garages, open attached porches, carports or similar structures 'The installation of TFP SlaxeMaSter sprinkler pipe and linings for usein 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 Protealan, and Penetrating Fire Related wails and partitions are covered in this installation and technical handbook. Please read these sections of the manual carefully prior to designing or installing TFP SlazeMaster pipe and fittings for garage installations. The installation of TFP 91azeMastar pipe and fittings to gatages requiring sprinklers is only UL Listed and is not C-UL Listed. • Installation Requirements Protecilnn: TFP 81azehlaster GPVC pipe and fillings shall be installed concealed behind protection consisting of a minimum of one layer of'li thick gypsum wallboard or'l2 thick plywood. Spookier Requirements: UL Listed, quick response, standard coverage, pendent or sidewall sprinklers with a 225'F (107'C) maximum tamperalure 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 138, item Risers In accordance with the UL UsUnq, TFP SlazeMastsr CPVC pipe and fittings may be used as system risers In accordance with NFPA 13, 131) and 13R when subject to the following additional limitations: 1. When Installed protected (concealed) in accordance with NFPA 13D and 1311, the minimum protection shall consist of either one layer of !s' (9.5 trim) thick gypsum wallboard or =Is' (12.7 mm) thick plywood. 2. when installed without protection (exposed) in accordance with NFPA 13,130 and 13R, the following limitations shall apply: The riser shall be installed below a smooth, flat, horizontal ce!Orig construction. A Listed residential pendent sprinkler is to be installed with its deflector at the distance from the ceiling specified in the sprinkler Listing - an The riser shall be installed below a horizontal unfinished basement ceiling (in accordance with NFPA 130} constructed utilizing nominal 2' x 10" or nominai 2' x IT exposed solid wood joists on 15' centers. A Listed residential pendent sprinkler is to be installed with its deflector a maximum of 1414' below the bottom of the solid wood foist in anticipation of luture installation of a finished ceiling. When installing TFP AlazeMaster CPVC pipe and fittings it) conjunction with 2' x 12' solid Wood joists, the maximum system working pressure under Rowing conditions shall not exceed 100 psi and the maximum system working pressure under static (non€lowing) conditions shall not exceed t75 psi. The Listed residential pepddntsprinkler is to have 155°F (68'C) maximum temperature rating and is to be installed at a maximum hori2ortal distance of 12 inches from the center fine of the riser. The system is to be designed based open the Listed flows for the sprinWr selected except that the flow for a single sprinkler or multiple sprinkters shall not be less than 11 gpm per sprinkler. Table R • One Paint of Restraint R iv1AX, MAX I one -Paint vertical Restraint RESTRAINT RE= ;TPAJNT ONE -POI _POINT ONE-POINT 3/4 00_61 G Nomirtai ,=R,s .,R,: Pipe Size Less than Greater than ANSI inches i Table S 1, Two Paints of Restraint ldamirta! Pipe Size Less than Grolier than ANSI Inches 100 psi 100 psi DN {6,9 bar) (5,9 bar) 1 5'-0" 4'-0" L7N25 [1,52 r+-r) {1,22 m} 1-1l4 B'-O" 5'-0" GiU32 (1183 rn) (1,52 m) DN40 - DNSQ (2,13 m} {2,43 m}. _ S Two -Point , ANY DISTANCE �-----•— tlertica! Restraint Rl"S7RAI NT - 1VU0-POINT ►u `p z • LICENSE NO.684600 • CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL a DESIGN, ENGINEERING AND INSTALLATION 705 E. HARRISON ST„ SUITE 20D CORONA, CA 92879 PH - 800-915-3473 FAX - 951-272-2535 • The recipient of these plans hereby acknowledges that all plans, details, spenifrcations 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.af plans is prohibited and is a vitiation of copyright laws without first receiving permission from Fire D W L.L1 00-0 LL W ry 0 V ) Z 0 0 LU F �•► ) I— Ell- 0 LL_ � U � J W LIU2 ZM Z � I— LL.1 �0 0t nn m o V_ �T rss in JOB NO- 31335 DATE: 1 /14/16 DRAWN BY: C.P. 10!V co � y �'�• CLA55jFl ON 6 o * LIC i7F CA1-`F SIZE - 24" ?( 36' I SCALE AS SHOWN IF SHEET 15 LESS THAN 24" x 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SWEET ID PLAN 4 SECTIONS SHEET FP3 OF FP3 Zate: Residential Connection Chair a Estimate November" 23, 2015 Customer Name: La Quinta Housing 1, LLC Phone No. (9u49,��,689-4388 40 _ Parcel No. 767-860-029 Goo. ok-7-15-4 Address: 55103 Summertynn Ct, La Quinta LID: 670388 Block No. Lot No. 29 Size of Lot: 14,810 sq. ft. Tract No. Type of Service: R-1: J Duplex: ❑ Apts: El SWSC: $ Acres: 0 - SWSC: $12,218.00 acre WSBFC: $ SCC: $ 4,851.00 Treatment: $2,436/edu Collection: $2,415/edu Meter: $ 400.00 . Meter size: 1 Inch Meter surcharge: $ 2,479.00 service size: 1 Inch Service: $ - Meter & Service: $ - Backflow: $ _ Other: $ _ Sewer Lateral: $ Total: $ 7,730.00 Technician: Sara Loper Fees Information Supplied By Customer Domestic Water Demand* Max. Flow= Min. Pressure= Fire Sprinkler Demand' Max. Flow= Min. Pressure -- System Type: Multi 32 gpm ?-, psi 31 gpm 38.5 psi J Stand Alone ' CVWD USES WORST CASE CONDITION Calculations: PZ=�.�� Res. # = 1,72CRes./Ht HGL= A?%'r_Property Elev.= psi x 86.36,00i' Tract 32742 Monterre. Special Agreement, Credit on WSBFC, SWSC paid on 10/5/15 PZ 15-6602 (copy attached). Per CVWD approved dwg 40762 a 1" service exists & dwg 40760 a lateral. PZ 15-6778. 1"43-1r CVWD System Data Service Connection" Max. Flow'= 32 gpm Inlet Pressure 1= .$$- psi /f t Q50utlet Pressure= 6&4- psi Meter Size = 1 inch Service Size= 1 Inch 1 Prior to Pressure Re ula InR Valve " For Calculation Pu ses- Service Connection Includes: Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut off Valve irg.1066994 -� ^, Ya= � 86,.,�(Zz.66=a-70AW' �f __.. -LQ9X Z I-Z•1g'AZda u 12" _17 APpo The meter sizing is for plan check purposes only. The ultimate responsibility resides with the ********.This Is just a QUOTE, all fees are subject to Change'*****'** ClVl%- Date: —.Z- forthe project. cvwd-950 (Rev. 9/15) Z Domestic Water System Flow Analysis Domestic Water System Flow An Requested By: Address: Contact Name: Phone: Email: ysls [Hydraulic Model) Fire Sprnkler Systems, Inc. 705 E. Harrison St. Corona, CA 92879 Jamie Biship 800-915-3473 Coachella Valley Water District 75515 Hovley Lane East Palm Desert, CA 92211 Date: 06/09/15 APN: Req. Fire Flow: gpm at 20psi for Project Name: Monterra Cell: hours. Domestic Water System Flow Analysis on Hydrant located between 61-675 & 81-685 Brown Deer Park, La Quinta. PZ Flow Analysis Location: 15-6412, WF:452070, Technician: Sara Lopez Plak Sheet 6-7-15- 4 Model Information CVWD 2015 Model - PDD Flow Analysis Description Requested Domestic Test 1 Test 2 Test 3 Test 4 Flow system flow Elevation (Ft): -29 -29 available Steady State, Dynamic (psi): 88.24 88.24 without Residual Pressure (psi): 86.33 86.33 exceeding Fire Flow Tested (gpm): 2500 3000 CVWD N/A criteria. Combined Total: NJA Model Junctions: I One new test juction used to simulate hydrant - J3738 Duration: 3hours Demand Conditions: ESP Peak Day Demand (PDD) Reservoir No./ (s): Res6726/5126.73 Pumps Operating No's: Pumps On Pressure Zone and HGL: Lake Cahullla Pressure Zone (HGL 145' Model: ESP 2015 Domestic Water Hydraulic Model (24hr) Comments: Several domestic water hydraulic model runs were performed at the requested location. There Is an existing 18- inch diameter domestic waterline located In brown Deer Park. The domestic water system Is capable of providing 30OOgpm for 3 hours at a minimum pressure of 20psi that satisfies CVWD's minimum pressure, velocity and/or head loss crlterla's. This simulated system flow analysis may not Include all facilities that may be required for this development/project. In addition, future project phases may affect the results. Please check with Development Service for further information on all required facllltles. 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 fire flow analysis valid for six months from date of modelling/analysis. Should you have any questions or need additional information, please contact me at (760) 398-2661, ext. 2221. Completed By: Reviewed By: Date: 6/16/2015 Date: r, 15 Page 1 of 1 ENG DS-016 O' , (6/1/15) DATE: 3/15/2016 S:\2015\3"_�5\CALC\31335 - PLAN 4.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR MONTERRA LA QUINTA, CA PLAN 4 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 3/15/2016 File No: Data File Name: 31335 - PLAN 4.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: Reliable Descr: RA0616 RFC49 Fl 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: 79.4 psi Resid: 77.7 psi F1ow:2500.0 gpm Public Main Size: 6 in Domestic Demand: 5.0 gpm at node number 101 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press Flowing Flow (psi) 1 20.0 18.0 1 20.1 18.2 REVIEWING AUTHORITY RIVERSIDE COUNTY FIRE DEPARTMENT Node Total Avail, Req'd No. Flow Press. Press. 6 25.0 79.4 56.5 6 25.1 79.4 56.9 DATE: 3/15/2016 S:\2015\--/'-)35\CALC\31335 PLAN - 4.rdf Page 2 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 12.00 L ---- 11.0 ---- 0.0 0.00 25.7 -_-- 0.0 0.00 25.9 150 2 0.874 4.0 ---- 11.0 ---- ---- 0.00 0.00 25.7 ---- 0.00 0.00 25.9 2 2 1.00 R ---- 11.0 ---- ---- 0.0 0.00 25.7 ---- 0.0 0.00 25.9 150 3 0.874 1-0 ---- 11.0 ---- ---- 0.00 0.00 25.7 ---- 0.00 0.00 25.9 3 2 96.00 2L4B7R ---- 11.0 - -- ---- -8.7 5.54 25.7 ---- -8.7 5.58 25.9 150 4 0.874 27.0 ---- 11.0 ---- ---- -0.05 0.00 31.3 ---- -0.05 0.00 31.5 4 4 95.00 6LB8R ---- 11.0 ---- ---- 11.3 9.45 31.3 ---- 11.3 9.52 31.5 150 5 0.874 35.0 - -- 11.0 ---- ---- 0.07 0.00 21.8 ---- 0.07 0.00 22.0 5 5 14.00 BR ---- 11.0 ---- ---- 20.0 3.77 21.8 ---- 20.1 3.80 22.0 150 6 0.874 4.0 ---- 11.0 4.71 20.0 0.21 0.00 18.0 20.1 0.21 0.00 18.2 6 5 61.00 4LB7R --- 11.0 ---- ---- -8.7 3.92 21.8 ---- -8.7 3.95 22.0 150 2 0.874 26.0 ---- 11.0 ---- ---- -0.05 0.00 25.7 ---- -0.05 0.00 25.9 7 4 9.00 B ---- 11.0 --- ---- -20.0 2.51 31.3 ---- -20.1 2.53 31-5 150 100 0.874 3.0 ---- 11.0 ---- -0.21 0.00 34.0 8 100 9.00 L2RS --- 11.0 0.0 -20.1 0.36 34.0 150 101 1.598 23.0 --- 2.0 -5 5 -0.01 3.90 38.0 5 -0.01 3.90 38.3 9 101 2.00 B ---- 2.0 -5 5 -25.0 0.17 38.0 5 -25.1 0.17 38.3 150 102 1.598 8.0 -- - 2.0 ---- ---- -0.02 0.00 38.2 ---- •-0.02 0.00 38.5 10 102 9.00 L ---- 2.0 --- ---- -25.0 0.27 38.2 ---- -25.1 0.27 38.5 150 103 1.598 7.0 ---- 11.0 ---- ---- -0.02 3.90 34.6 ---- -0.02 3.90 34.8 11 103 15.00 3L ---- 11.0 ---- ---- -25.0 0.60 34.6 ---- -25.1 0.61 34.8 150 104 1.598 21.0 --- 11.0 ---- ---- -0.02 0.00 35.2 ---- -0.02 0.00 35.4 12 104 11.00 L ---- 11.0 ..--- ---- -25.0 0.34 35.2 ---- -25.1 0.34 35.4 150 105 1.505 4.0 ---- -2.0 ---- ---- -0.02 5.63 41.1 ---- -0.02 5.63 41.4 13 105 70.00 4L ---- -2.0 --- ---- -25.0 1.82 41.1 ---- -25.1 1.83 41.4 150 106 1.590 36.0 -••-- -2.0 ---- ---- -0.02 0.00 42.9 ---- -0.02 0.00 43.2 14 106 1.00 -7.0 -2.0 ---- ---- -25.0 0.17 42.9 ---- -25.1 0.17 43.2 150 107 0.995 0.0 ---- -2.0 ---- ---- -0.17 0.00 50.1 ---- -0.17 0.00 50.4 15 107 30.00 BRG ---- -2.0 ---- ---- -25.0 6.39 50.1 ---- -25.1 6.46 50.4 150 108 0.995 8.0 ---- -2.0 SRCE ---- -0.17 0.00 56.5 ---- -0.17 0.00 56.9 DATE: 3/15/2016 S:\2015\;-)35\CALL\31335 - PLAN 4.rdf Page 3 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, The maximum velocity of water flow occurs in pipe 5 at 10.70 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 7 at 10.74 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt 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 1.598 2.00 7.00 8.00 1.00 1.00 14.00 3.00 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 0.995 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 3.5 computer program (License No. 50081444 ) 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 0.013 gpm at each node and maximum imbalance Of 0.19 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. Y= DATE: 3/15/2016 S:\2015\3/'135\CALL\31335 - PLAN 4.rdf Page 4 The minimum source pressure is 20.0 psi with a minimum required pressure of 56.9 psi and a 7 minute flow of 176 gal. and a 10 minute flow of 250.8 gallons The minimum pressure at any node is 18.2 psi at node 6. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 3/15/2016 S:\2015\:/--)35\CALC\31335 - PLAN 4.rdf Page 5 90.0 82 P 1 72.0 R E t 63.0 S S1 54.0 U R 45.0 E t(36. P 27.0 S z1 18.0 9.0+ 0.0 1 04 8 12 16 20 WATER SUPPLY CURVE .0 CD 24 28 32 36 FLOW (GPM) Static = 79.4 psi, Residual = 77.7 psi @ 2500 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply 79.4 psi @ 25.0 gpm B = Required Water Supply 56.5 psi @ 25.0 gpm C = Available Water Supply 79.4 psi @ 25.1 gpm D = Required Water Supply 56.9 psi @ 25.1 gpm 40 DATE: 3/15/2016 S:\2015\?')35\CALC\31335 - PLAN 4.rdf I'-) Page 6 DATE: 3/15/2016 S:\2015\"--)35\CALC\31335 . PLAN 4.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR MONTERRA LA QUINTA, CA PLAN 4 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 3/15/2016 File No: Data File Name: 31335 - PLAN 4.rdf SPRINKLER SPACING 256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 F1 Conc Pend.(16xlG) 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: 79.4 psi Resid: 77.7 psi Flow:2500.0 gpm Public Main Size: 6 in Domestic Demand: 5.0 gpm at node number 101 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press Flowing Flow (psi) 1 13.0 7.6 2 13.0 7.6 REVIEWING AUTHORITY RIVERSIDE COUNTY FIRE DEPARTMENT Node Total Avail. Req'd No. Flow Press. Press. 1 18.0 79.4 32.5 1 32.1 79.4 58.5 DATE: 3/15/2016 S:\2015)-)335\CALL\31335 - PLAN 4.rdf/'-) Page 2 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 12.00 L ---- 11.0 4.71 13.0 -13.0 1.51 7.6 13.0 -13.0 1.51 7.6 150 2 0.874 4.0 ---- 11.0 ---- ---- -0.09 0.00 9.1 ---- -0.09 0.00 9.1 2 2 1.00 R ---- 11.0 ---- ---- 0.0 0.00 9.1 ---- 14.1 0.22 9.1 150 3 0.874 1.0 -- - 11.0 4.71 ---- 0.00 0.00 9.1 14.1 0.11 0.00 8.9 3 2 96.00 2L4B7R ---- 11.0 ---- ---- -7.5 4.19 9.1 ---- -15.6 16.25 9.1 150 4 0.874 27.0 ---- 11.0 ---- ---- -0.03 0.00 13.3 ---- -0.13 0.00 25.4 4 4 95.00 6LB8R ---- 11.0 ---- ---- 5.5 2.51 13.3 ---- 11.5 9.73 25.4 150 5 0.874 35.0 - -- 11.0 ---- ---- 0.02 0.00 10.8 ---- 0.07 0.00 15.6 5 5 14.00 BR --- 11.0 - -- ----- 0.0 0.00 10.8 ---- 0.0 0.00 15.6 150 6 0.874 4.0 ---- 11.0 -- - ---- 0.00 0.00 10.8 ---- 0.00 0.00 15.6 6 5 61.00 4LB7R ---- 11.0 ---- ---- 5.5 1.68 10.8 ---- 11.5 6.51 15.6 150 2 0.874 26.0 ---- 11.0 ---- ---- 0.02 0.00 9.1 ---- 0.07 0.00 9.1 7 4 9.00 B ---- 11.0 ---- ---- -13.0 1.13 13.3 ---- -27.1 4.40 25.4 150 100 0.874 3.0 ---- 11.0 ---- -0.37 0.00 29.8 8 100 9.00 L2RS ---- 11.0 0.0 -27.1 0.62 29.8 150 101 1.598 23.0 - -- 2.0 -5 5 0.00 3.90 18.5 5 -0.02 3.90 34.3 9 101 2.00 B ---• 2.0 -5 5 -18.0 0.09 18.5 5 -32.1 0.27 34.3 150 102 1.598 8.0 ---- 2.0 ---- ---- -0.01 0.00 18.6 ---- -0.03 0.00 34.6 10 102 9.00 L ---- 2.0 ---- •--- -18.0 0.15 18.6 ---- -32.1 0.42 34.6 150 103 1.598 7.0 ---- 11.0 ---- ---- -0.01 3.90 14.8 --- -0.03 3.90 31.1 11 103 15.00 3L ---- 11.0 --- ---- -18.0 0.33 14.8 ---- -32.1 0.96 31.1 150 104 1.598 21.0 ---- 11.0 ---- ---- -0.01 0.00 15.2 ---- -0.03 0.00 32.0 12 104 11.00 L ---- 11.0 - -- ---- -18.0 0.18 15.2 ---- -32.1 0.53 32.0 150 105 1.505 4.0 ---- -2.0 ---- ---- -0.01 5.63 21.0 ---- -0.04 5.63 38.2 13 105 70.00 4L -_-- -2.0 ---- ---- -18.0 0.99 21.0 ---- -32.1 2.88 38.2 150 106 1.590 36.0 -- - -2.0 ---- -••-- -0.01 0.00 22.0 ---- -0.03 0.00 41.1 14 106 1.00 -7.0 -2.0 ---- ---- -18.0 0.09 22.0 ---- -32.1 0.27 41.1 150 107 0.995 0.0 ---- -2.0 ---- ---- -0.09 0.00 29.1 ---- -0.27 0.00 48.4 15 107 30.00 BRG ---- -2.0 -- - --•- -18.0 3.47 29.1 ---- -32.0 10.12 48.4 150 108 0.995 8.0 --- -2.0 SRCE ---- -0.09 0.00 32.5 ---- -0.27 0.00 58.5 DATE': 3/15/2016 S:\2015\'-')35\CALC\31335 - PLAN 4.rdf Page 3 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, The maximum velocity of water flow occurs in pipe 14 at 7.43 ft/s with 1 sprinkler flowing. The maximum velocity of water flow Occurs in pipe 7 at 14.47 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt 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 1.598 2.00 7.00 8.00 1.00 1.00 14.00 3.00 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 0.995 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 3.5 computer program (License No. 50081444 ) 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 0.12 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. Y= DATE: 3/15/2016 S:\2015\11�)35\CALC\31335 - PLAN 4.rdf "**�') Page 4 The minimum source pressure is 20.0 psi with a minimum required pressure of 58.5 psi and a 7 minute flow of 224 gal. and a 10 minute flow of 320.6 gallons The minimum pressure at any node is 7.6 psi at node 1. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE! 3/15/2016 S:\2015\?)35\CALC\31335 - PLAN 4.rdf Page 5 WATER SUPPLY CURVE 90.0 1 81.0 _ A c P1 72.0 R E 63.0 S S1 54.0 U R 45.0 E t ( 36.0 i cB P S 27.0 11 18.0 9.0 0 0 ! 04 8 12 16 20 24 28 32 36 FLOW (GPM) Static = 79.4 psi, Residual = 77.7 psi @ 2500 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 79.4 psi @ 18.0 gpm 79.4 psi @ 32.1 gpm B = Required Water Supply D = Required Water Supply 32.5 psi @ 18.0 gpm 58.5 psi @ 32.1 gpm I 40 DATEr: 3/15/2016 S:\2015\"35\CALL\31335 - PLAN 4.rdf") Page 6 WATZO Coachella Valley Water District 75515 Hovley Lane East 8�sra Domestic Water System Flow Analysis Palm Desert, CA 92211 Domestic Water System Flow Analysis (Hydraulic Model) ' Requested By: Fire Sprnkler Systems, Inc. Date: 06/09/15 Address: 705 E. Harrison St. Corona, CA 92879 APN: Req. Fire Flow: gpm at 20psi for hours. Contact Name: Jamie Biship Project Name: Monterra Phone: 800-915-3473 Email: jamleb@fireinc.net Cell: Domestic Water System Flow Analysis Location: Flow Analysis on Hydrant located between 61-675 & 81-685 Brown Deer Park, La Quinta. PZ 15-6412, WFA52070, Technician: Sara Lopez PlpU ShECt (—?— l5-• 4 Model Information Flow Analysis Description r HydraUhC Model Results Requested 1 Test 2 Test 3 Test 4 Flow CVWD 2015 Model - POD DomesticTest system flow Elevation (Ft): -29 -29 available without exceedingCVWD Steady State, Dynamic (psi): 88.24 88.24 Residual Pressure (psi): 86.33 86.33 Fire Flow Tested (gpm): 2500 3000 N/A criteria. Combined Total: N/A Model Junctions: One new test juction used to simulate hydrant - J1738 Duration: 3hours Demand Conditions: ESP _ Peak Day Demand (PDD) Reservoir No./Level (s): Res6726/SL26.73 Pumps Operating No's: Pumps On Pressure Zone and HGL: Lake Cahuilla Pressure Zone (HGL 145') Model: ESP 2015 Domestic Water Hydraulic Model (24hr) Comments: Several domestic water hydraulic model runs were performed at the requested location. There Is an existing 18- inch diameter domestic waterline located in Brown Deer Park. The domestic water system is capable of providing 3000gpm for 3 hours at a minimum pressure of 20ps1 that satisfies CVWD's minimum pressure, velocity and/or head loss criteria's. This simulated system flow analysis may not Include all facilities that may be required for this development/project. In addition, future project phases may affect the results. Please check with Development Service for further information on all required fac11Itles. 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 fire flow analysis valid for six months from date of modelling/analysis. Should you have any questions or need additional information, please contact me at (760) 398-2661, ext. 2221. Completed By: ,- Date: 6/16/2015 Reviewed By: Date: u e 117, 9 0 f 5 ZATe Page 1 of 1 ENG DS-016 o, s (6/1/15) I FIRE SPRINKLER SYSTEMS INC. FIRE SPRINKLER SYSTEMS INC 705 E. HARRISON AVE. 92879 Address 2 goes here CORONA, CA 92879 (800)915-3473 Job Name MONTERRA Building PLAN 4 Location TRACT 32742 System CALC AREA 1 Contract : 31335 Data File PL4 CAI.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FIRE SPRINKLER SYSTEMS INC MONTERRA HYDRAULIC DESIGN INFORMATION SHEET Name - MONTERA Date - 1/14/16 Location - TRACT 32742 Building - PLAN 4 System No. - CALC AREA 1 Contractor - WOODBRIDGE PACIFIC Contract No. - 31335 Calculated By - EC Drawing No. - 31335 Construction: (X) Combustible [ ) Non -Combustible Ceiling Height 10 OCCUPANCY - RESIDENTIAL Page 1 Date 6/19/15 S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)l ( )2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 20 Listed Pres. at Start Point - 16.7 Psi D MAXIMUM LISTED SPACING 20 x 20 E Domestic Flow Added - 5 S Additional Flow Added - I Elevation at Highest Outlet - G Note: N GPM System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction GPM Sprinkler or Nozzle GPM Make REALIABLE Model RFC49 Feet Size 7/16" K-Factor 4.9 Temperature Rating 165 Calculation GPM Required Psi Required At Test Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - Q Psi Elev. E Static (Psi) - 79.41 Elev. R Residual (Psi) - 77.69 Other Well Flow (GPM) - 2500 Proof Flow GPM S Elevation - 0 P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C FIRE SPRINKLER SYSTEMS INC MONTERRA Page 2 Date 6/19/15 City Water Supply: Demand: C1 - Static Pressure 79.41 D1 - Elevation 5.630 C2 - Residual Pressure: 77.69 D2 - System Flow : 20.024 C2 - Residual Flow i 2500 D2 - System Pressure 53.787 Hose ( Demand) : 5 D3 - System Demand : 25.024 Safety Margin 25.622 150 140 130 P 120 R 110 E 100 S 90 C1 C2 S 80 - U 70 R 60 uZ E 50 D3 40 30 20 10 1 300 600 900 1200 1500 1800 2100 2400 2700 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary FIRE SPRINKLER SYSTEMS INC Page 3 MONTERRA Date 6/19/15 Fitting Legend Abbrev. Name '/ % 1 1 % 11/ 2 2'/ 3 3% 4 5 6 8 10 12 14 16 18 20 24 Ctr ` Copper Cplg/Tee-Run 0.5 0.5 0.5 1 1 1 1.5 1.5 2 2 2.5 3 0 0 0 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 .001 .001 .001 .001 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 Pel • CPVC 90'EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 Ptb CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Ptr " CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 FIRE SPRINKLER SYSTEMS INC MONTERRA Page 4 Date 6/19/15 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 79.41 77.69 2500.0 79.41 25.02 53.787 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.45 11.0 4.9 16.7 20.02 T.80 11.0 18.59 T.73 11.0 20.48 T.74 11.0 21.12 T.77 11.0 22.48 T.79 11.0 23.35 T.78 11.0 24.39 T.76 11.0 24.87 H.38 11.0 25.27 T.75 11.0 25.99 T.81 11.0 26.87 T.83 11.0 27.35 T.82 11.0 29.11 SA 11.0 32.69 BOR 2.0 40.46 5.0 UG1 -2.0 42.85 MTR -2.0 47.35 STIR -2.0 53.79 T.72 11.0 21.0 T.67 11.0 21.43 T.64 11.0 21.59 T.62 11.0 21.83 T.56 11.0 22.19 T.55 11.0 22.27 T.47 11.0 22.83 T.49 11.0 23.1 T.50 11.0 23.3 T.52 11.0 23.94 T.54 11.0 24.42 T.53 11.0 24.89 T.51 11.0 25.69 T.48 11.0 26.17 H.9 11.0 26.36 T.57 11.0 26.76 T.59 11.0 26.96 T.58 11.0 27.36 H.25 11.0 27.71 T.68 11.0 27.87 H.35 11.0 28.23 H.43 11.0 28.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Wills - 2007 FIRE SPRINKLER SYSTEMS INC Page 5 MONTERRA Date 6/19/15 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.45 11 4.90 20.02 0.75 0.0 9.000 150 16.700 to 0.0 0.0 0.0 _ T.80 11 20.02 0.874 0.0 9.000 0.2099 1.889 Vel = 10.71 T.80 11 0.0 0.75 Ptr 1.0 5.000 150 18.589 to Ptb 3.0 4.000 0.0 T.73 11 20.02 0.874 0.0 9.000 0.2100 1.890 Vel = 10.71 T.73 11 -8.14 0.75 Ptr 1.0 7.000 150 20.479 to 0.0 1.000 0.0 T.74 11 11.88 0.874 0.0 8.000 0.0799 0.639 Vel = 6.35 T.74 11 0.0 0.75 Ptr 1.0 13.000 150 21.118 to Ptb 3.0 4.000 0.0 T.77 11 11.88 0.874 0.0 17.000 0.0799 1.358 Vel = 6.35 T.77 11 to T.79 11 T.79 11 to T.78 11 T.78 11 to T.76 11 T.76 11 to H.38 11 H.38 11 to T.75 11 T.75 11 to T.81 11 T.81 11 to to to SA 11 SA 11 to BOR 2 BOR 2 to UG1 -2 UG1 -2 to MTR -2 0.0 0.75 0.0 11.000 0.0 0.0 11.88 0.874 0.0 11.000 0.0 0.75 0.0 13.000 0.0 0.0 11.88 0.874 0.0 13.000 0.0 0.75 Ptr 1.0 0.0 11.88 0.874 0.0 0.0 0.75 Ptr 1.0 0.0 11.88 0.874 0.0 0.0 0.75 Ptb 3.0 0.0 11.88 0.874 0.0 5.000 1.000 6.000 4.000 1.000 5.000 6.000 3.000 9.000 150 22.476 0.0 0.0798 0.878 Vel = 6.35 150 23.354 0.0 0.0799 1.039 Vel = 6.35 150 24.393 0.0 0.0798 _ 0.479 Vel = 6.35 150 24.872 0.0 0.0798 0.399 Vel = 6.35 150 25.271 0.0 0.0799 0.719 Vel = 6.35 0.0 0.75 Ptr 1.0 10.000 150 25.990 0.0 1.000 0.0 11.88 0.874 0.0 11.000 0.0799 0.879 Vel = 6.35 0.0 0.75 0.0 6.000 150 26.869 0.0 0.0 0.0 11.88 0.874 0.0 6.000 0.0798 0.479 Vel = 6.35 0.0 0.75 Pei 7.0 14.000 150 27.348 Ptr 1.0 8.000 0.0 11.88 0.874 0.0 22.000 0.0799 1.757 Vel-= 6.35 8.14 0.75 T 8.053 9.000 150 29.105 0.0 8.052 0.0 20.02 0.874 0.0 17.052 0.2099 3.580 Vel = 10.71 0.0 1 Pei 7.0 9.000 150 32.685 2Ptr 2.0 18.562 5.898 * * Fixed Loss = 2 20.02 1.101 S 9.563 27.562 0.0682 1.880 Vel = 6.75 H5 5.00 1 Ctr 0.5 4.000 150 40.463 0.0 0.500 1.732 25.02 1.025 0.0 4.500 0.1460 0.657 Vel = 9.73 0.0 1.5 3E 17.062 70.000 150 42.852 0.0 17.062 3.000 * * Fixed Loss = 3 25.02 1.59 0.0 87.062 0.0172 1.497 Vel = 4.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Wills FIRE SPRINKLER SYSTEMS INC Page 6 MONTERRA Date 6/19/15 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe """ Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf MTR -2 to STR -2 STR T.73 11 to T.72 11 T.72 11 to T.67 11 T.67 11 to to T.62 11 T.62 11 to T.56 11 T.56 11 to T.55 11 T.55 11 to T.47 11 T.47 11 to T.49 11 T.49 11 to T.50 11 T.50 11 to to T.54 11 T.54 11 to T.53 11 T.53 11 to T.51 11 T.51 11 to T.48 11 T.48 11 to H.9 11 0.0 1 E 2.336 30.000 150 47.349 T 5.841 8.179 0.0 25.02 0.995 G 0.001 38.179 0.1686 6.438 Vel = 10.32 0.0 25.02 53.787 K Factor = 3.41 8.15 0.75 Ptr Pei 8.15 0.874 0.0 0.75 8.15 0.874 0.0 0.75 Ptr 8.15 0.874 0.0 0.75 Ptr 8.15 0.874 0.0 0.75 Ptr 8.15 0.874 1.0 5.000 7.0 8.000 00 13.000 0.0 11.000 0.0 0.0 0.0 11.000 1.0 3.000 0.0 1.000 0.0 4.000 150 0.0398 150 0.0397 20.479 0.0 0.517 Vel = 4.36 20.996 0.0 0.437 Vel = 4.36 150 21.433 0.0 0.0398 0.159 Vel = 4.36 1.0 5.000 150 21.592 0.0 1.000 0.0 0.0 6.000 0.0398 0.239 1.0 8.000 150 21.831 0.0 1.000 0.0 0.0 9.000 0.0398 0.358 Vel = 4.36 Vel = 4.36 0.0 0.75 Ptr 1.0 1.000 150 22.189 0.0 1.000 0.0 8.15 0.874 0.0 2.000 0.0395 0.079 Vel = 4.36 0.0 0.75 Ptr 1.0 6.000 150 22.268 Pei 7.0 8.000 0.0 8.15 0.874 0.0 14.000 0.0398 0.557 Vel = 4.36 0.0 0.75 Ptr 1.0 6.000 150 22.825 0.0 1.000 0.0 8.15 0.874 0.0 7.000 0.0399 0.279 Vel = 4.36 0.0 0.75 0.0 5.000 150 23.104 0.0 0.0 0.0 8.15 0.874 0.0 5.000 0.0396 0.198 Vel = 4.36 0.0 0.75 Ptr 1.0 12.000 150 23.302 Ptb 3.0 4.000 0.0 8.15 0.874 0.0 16.000 0.0398 0.637 Vel = 4.36 0.0 0.75 0.0 12.000 150 23.939 0.0 0.0 0.0 8.15 8.15 0.874 0.0 12.000 0.0398 0.477 Vel = 4.36 0.0 0.75 0.0 12.000 150 24.416 0.0 0.0 0.0 _ 8.15 0.874 0.0 12.000 0.0398 0.477 Vel = 4.36 0.0 0.75 Ptr 1.0 16.000 150 24.893 Ptb 3.0 4.000 0.0 8.15 0.874 0.0 20.000 0.0398 0.796 Vel = 4.36 0.0 0.75 Ptb 3.0 9.000 150 25.689 0.0 3.000 0.0 8.15 0.874 0.0 12.000 0.0398 0.477 Vel = 4.36 0.0 0.75 Ptr 1.0 3.911 150 26.166 0.0 1.000 0.0 8.15 0.874 0.0 4.911 0.0397 0.195 Vel = 4.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Willis FIRE SPRINKLER SYSTEMS INC Page 7 MONTERRA Date 6/19/15 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe `****** Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.9 11 to _T.57 11 T.57 11 to T.59 11 T.59 11 to T.58 11 T.58 11 to H.25 11 H.25 11 to T.68 11 T.68 11 to _H.35 11 H.35 11 to H.43 11 H.43 11 to T.82 11 0.0 0.75 Ptr 8.15 0.874 0.0 0.75 Ptb 8.15 0.874 0.0 0.75 Ptb 8.15 0.874 0.0 0.75 Ptr 8.15 0.874 0.0 0.75 Ptr 8.15 0.874 0.0 0.75 Ptr 8.15 0.874 0.0 0.75 Ptr 8.15 0.874 0.0 0.75 Ptb 8.15 0.874 0.0 T.82 8.15 1.0 9.000 150 26.361 0.0 1.000 0.0 0.0 10.000 0.0398 0.398 Vel = 4.36 3.0 2.000 150 26.759 0.0 3.000 0.0 0.0 5.000 0.0398 0.199 Vel = 4.36 3.0 7.000 150 26.958 0.0 3.000 0.0 0.0 10.000 0.0398 0.398 Vel = 4.36 1.0 8.000 0.0 1.000 0.0 9.000 1.0 3.000 0.0 1.000 0.0 4.000 1.0 8.000 0.0 1.000 0.0 9.000 1.0 12.000 0.0 1.000 0.0 13.000 3.0 6.000 0.0 3.000 0.0 9.000 150 27.356 0.0 0.0397 0.357 Vel = 4.36 150 27.713 0.0 0.0398 0.159 Vel = 4.36 150 27.872 0.0 0.0398 0.358 Vel = 4.36 150 28.230 0.0 0.0398 0.518 Vel = 4.36 150 28.748 0.0 0.0397 0.357 Vel = 4.36 29.105 K Factor = 1.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FSS FIRE SPRINKLER SYSiEMSINC. FIRE SPRINKLER SYSTEMS INC 705 E. HARRISON AVE. 92879 Address 2 goes here CORONA, CA 92879 (800)915-3473 Job Name MONTERRA Building PLAN 4 Location TRACT 32742 System CALC AREA 2 Contract i 31335 Data File PI-4 CA2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I FIRE SPRINKLER SYSTEMS INC Page 1 MONTERRA Date 6/19/15 HYDRAULIC DESIGN INFORMATION SHEET Name - MONTERRA Date - 1/14/16 Location - TRACT 32742 Building - PLAN 4 System No. - CALC AREA 2 Contractor - WOODBRIDGE PACIFIC Contract No. - 31335 Calculated By - EC Drawing No. - 31335 Construction: (X) Combustible { ) Non -Combustible Ceiling Height 10 OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential Y Number of Sprinklers Flowing: ( )1 (X)2 S ( ) Other T ( )Specific Ruling Made by E ( )NFPA 13R (X)NFPA 13D ( )4 ( ) Date M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make REALIABLE Model RFC49 I Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9 G Note: Temperature Rating 165 N Calculation Gpm Required Summary C-Factor Used: W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 79.41 R Residual (Psi) - 77.69 Flow (Gpm) - 2500 S Elevation - 0 P P L Y Location: Source of Information: Psi Required At Test Overhead 150 Underground 150 Pump Data: Tank or Reservoir: Rated Cap. Cap. @ Psi Elev. Elev. Other Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C FIRE SPRINKLER SYSTEMS INC MONTERRA Page 2 Date 6/19/15 City Water Supply: Demand: C1 - Static Pressure : 79.41 D1 - Elevation 5.630 C2 - Residual Pressure: 77.69 D2 - System Flow 26.918 C2 - Residual Flow 2500 D2 - System Pressure 57.562 Hose ( Demand) 5 D3 - System Demand : 31.918 Safety Margin 21.848 150 140 130 P 120 R 110 E 100 S 90 C1 C2 S 80 _ U 70 D2 R 60 E 50 D3 40 30 20 10 1 300 600 900 1200 1500 1800 2100 2400 2700 FLOW (N 11 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary FIRE SPRINKLER SYSTEMS INC MONTERRA Page Date 3 6/19/15 Fitting Legend Abbrev. Name 1A 3/. 1 114 1'/1 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 Ctr * Copper Cplg/Tee-Run 0-5 0.5 0.5 1 1 1 1.5 1.5 2 2 2.5 3 0 0 0 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 .001 .001 .001 .001 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 Pel * CPVC 90'EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 Ptb * CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Ptr * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 FIRE SPRINKLER SYSTEMS INC MONTERRA SUPPLY ANALYSIS Page 4 Date 6/19/15 Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 79.41 77.69 2500.0 79.409 31.92 57.562 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.16 11.0 4.9 7.04 13.0 T.52 11.0 8.17 T.54 11.0 9.64 T.53 11.0 11.1 T.51 11.0 13.54 T.48 11.0 15.0 H.9 11.0 15.6 T.57 11.0 16.82 T.59 11.0 17.43 T.58 11.0 18.65 H.25 11.0 19.75 T.68 11.0 20.24 H.35 11.0 21.33 H.43 11.0 22.92 T.82 11.0 24.02 S.1 11.0 30.21 BOR 2.0 39.35 5.0 UG1 -2.0 42.11 MTR -2.0 47.46 STIR -2.0 57.56 H.6 11.0 4.9 8.07 13.92 T.50 11.0 9.47 T.49 11.0 9.88 T.47 11.0 10.45 T.55 11.0 11.59 T.56 11.0 11.75 T.62 11.0 12.48 T.64 11.0 12.97 T.67 11.0 13.29 T.72 11.0 14.19 T.73 11.0 15.24 T.74 11.0 15.89 T.77 11.0 17.27 T.79 11.0 18.17 T.78 11.0 19.22 T.76 11.0 19.71 H.38 11.0 20.12 T.75 11.0 20.85 T.81 11.0 21.74 T.83 11.0 22.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Willis - 2007 FIRE SPRINKLER SYSTEMS INC Page 5 MONTERRA Date 6/19/15 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H.16 to T.52 T.52 to _ T.54 T.54 to T.53 T.53 to T.51 T.51 to T.48 T.48 to _ H.9 H.9 to T.57 T.57 to T.59 T.59 to T.58 T.58 to H.25 H.25 to T.68 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 T.68 11 to H.35 11 H.35 11 to H.43 11 H.43 11 to T.82 11 T.82 11 to S.1 11 S.1 11 to BOR 2 4.90 13.00 0.75 I.JJ - IV 14.93 0.874 0.0 0.75 14.93 0.874 0.0 0.75 Ptr Ptb 14.93 0.874 0.0 0.75 Ptb 14.93 0.874 0.0 0.75 Ptr 14.93 0.874 0.0 0.75 Ptr 14.93 0.874 0.0 0.75 Ptb 14.93 0.874 0.0 0.75 Ptb 14.93 0.874 0.0 0.75 Ptr 14.93 0.874 0.0 0.75 Ptr 14.93 0.874 0.0 0.75 Ptr 14.93 0.874 0.0 0.75 Ptr 14.93 0.874 0.0 0.75 Ptb 14.93 0.874 11.99 0.75 T 26.92 0.874 0.0 1 Pei 2Ptr 26.92 1.101 S 0.0 12.000 0.0 0.0 0.0 12.000 0.0 12.000 0.0 0.0 0.0 12.000 0.0 12.000 0.0 0.0 0.0 12.000 1.0 16.000 3.0 4.000 0.0 20.000 3.0 9.000 0.0 3.000 0.0 12.000 1.0 3.911 0.0 1.000 0.0 4.911 1.0 9.000 0.0 1.000 0.0 10.000 3.0 2.000 0.0 3.000 0.0 5.000 3.0 7.000 0.0 3.000 0.0 10.000 1.0 8.000 0.0 1.000 0.0 9.000 1.0 3.000 0.0 1.000 0.0 4.000 1.0 8.000 0.0 1.000 0.0 9.000 1.0 12.000 0.0 1.000 0.0 13.000 3.0 6.000 0.0 3.000 0.0 9.000 8.053 9.000 0.0 8.052 0.0 17.052 7.0 9.000 2.0 18.562 9.563 27.562 150 7.040 0.0 0.0944 1.133 Vel = 6.95 150 8.173 0.0 0.1220 1.464 Vel = 7.98 150 9.637 0.0 0.1219 1.463 Vel = 7.98 150 11.100 0.0 0.1220 2.439 Vel = 7.98 150 13.539 0.0 0.1220 1.464 Vel = 7.98 150 15.003 0.0 0.1220 0.599 Vel = 7.98 150 15.602 0.0 0.1220 1.220 Vel = 7.98 0.0 0.1218 0.609 Vel = 7.98 150 17.431 0.0 0.1220 1.220 Vel = 7.98 150 18.651 0.0 0.1220 1.098 Vel = 7.98 150 0.1220 150 0.1219 150 0.1220 150 0.1219 150 0.3629 150 0.1179 19.749 0.0 0.488 20.237 0.0 1.097 21.334 0.0 1.586 22.920 0.0 1.097 24.017 0.0 6.188 Vel = 7.98 Vel = 7.98 Vel = 7.98 Vel = 7.98 Vel = 14.40 30.205 5.898 * * Fixed Loss = 2 3.249 Vel = 9.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Wills FIRE SPRINKLER SYSTEMS INC MONTERRA Page 6 Date 6/19/15 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf BOR 2 to UG1 -2 UG1 -2 to MTR -2 MTR -2 to STR -2 to T.52 11 T.52 11 to T.50 11 T.50 11 to T.49 11 T.49 11 to T.47 11 T.47 11 to T.55 11 T.55 11 to T.56 11 T.56 11 to T.62 11 T.62 11 to T.64 11 H5 5.00 1 Ctr 0.5 4.000 150 39.352 0.0 0.500 1.732 31.92 1.025 0.0 4.500 0.2289 1.030 Vel = 12.41 0.0 1.5 3E 17.062 70.000 150 42.114 0.0 17.062 3.000 * * Fixed Loss = 3 31.92 1.59 0.0 87.062 0.0270 2.349 Vel = 5.16 0.0 1 E 2.336 30.000 150 47.463 T 5.841 8.179 0.0 31.92 0.995 G 0.001 38.179 0.2645 10.099 Vel = 13.17 0.0 31.92 57.562 K Factor = 4.21 4.90 13.92 0.75 0.0 1.000 150 8.066 0.0 0.0 0.0 13.92 0.874 0.0 1.000 0.1070 0.107 Vel = 7.44 -1.93 0.75 Ptr 1.0 12.000 Ptb 3.0 4.000 11.99 0.874 0.0 16.000 0.0 0.75 0.0 5.000 0.0 0.0 11.99 0.874 0.0 5.000 0.0 0.75 Ptr 1.0 6.000 0.0 1.000 11.99 0.874 0.0 7.000 0.0 0.75 Ptr 1.0 6.000 Pel 7.0 8.000 11.99 0.874 0.0 14.000 0.0 0.75 Ptr 1.0 1.000 0.0 1.000 11.99 0.874 0.0 2.000 0.0 0.75 Ptr 1.0 8.000 0.0 1.000 11.99 0.874 0.0 9.000 0.0 0.75 Ptr 1.0 5.000 0.0 1.000 11.99 0.874 0.0 6.000 T.64 11 0.0 0.75 Ptr to to to 0.0 0.75 11.99 0.874 0.0 0.75 Ptr Pel 11.99 0.874 1.0 3.000 0.0 1.000 0.0 4.000 0.0 11.000 0.0 0.0 0.0 11.000 1.0 5.000 7.0 8.000 0.0 13.000 150 8.173 0.0 0.0812 1.300 Vel = 6.41 150 9.473 0.0 0.0812 0.406 Vel = 6.41 150 9.879 0.0 0.0813 0.569 Vel = 6.41 150 10.448 0.0 0.0813 1.138 Vel = 6.41 150 11.586 0.0 0.0810 0.162 Vel = 6.41 150 11.748 0.0 0.0813 0.732 Vel = 6.41 150 12.480 0.0 0.0812 0.487 Vel = 6.41 150 12.967 0.0 0.0812 0.325 Vel = 6.41 150 13.292 0.0 0.0813 0.894 Vel = 6.41 150 14.186 0.0 0.0812 1.056 Vel = 6.41 T.73 11 0.0 0.75 Ptr 1.0 7.000 150 15.242 to 0.0 1.000 0.0 _T.74 11 11.99 0.874 0.0 8.000 0.0812 0.650 Vel = 6.41 T.74 11 0.0 0.75 Ptr 1.0 13.000 150 15.892 to Ptb 3.0 4.000 0.0 T.77 11 11.99 0.874 0.0 17.000 0.0812 1.381 Vel = 6.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Willis FIRE SPRINKLER SYSTEMS INC MONTERRA Page 7 Date 6/19/15 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe "**' *** Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf T.77 11 to T.79 11 T.79 11 to _T.78 11 T.78 11 to T.76 11 T.76 11 to H.38 11 H.38 11 to T.75 11 to _T.81 11 T.81 11 to T.83 11 T.83 11 to T.82 11 0.0 0.75 0.0 11.000 0.0 0.0 11.99 0.874 0.0 11.000 0.0 0.75 0.0 13.000 0.0 0.0 11.99 0.874 0.0 13.000 0.0 0.75 Ptr 1.0 5.000 0.0 1.000 11.99 0.874 0.0 6.000 0.0 0.75 Ptr 1.0 4.000 0.0 1.000 11.99 0.874 0.0 5.000 0.0 0.75 Ptb 3.0 6.000 0.0 3.000 11.99 0.874 0.0 9.000 0.0 0.75 Ptr 1.0 10.000 0.0 1.000 11.99 0.874 0.0 11.000 0.0 0.75 0.0 6.000 0.0 0.0 11.99 0.874 0.0 6.000 0.0 0.75 Pei 7.0 14.000 Ptr 1.0 8.000 11.99 0.874 0.0 22.000 0.0 11.99 150 17.273 0.0 0.0813 0.894 Vel = 6.41 150 18.167 0.0 0.0813 1.057 Vel = 6.41 150 19.224 0.0 0.0812 0.487 Vel = 6.41 150 19.711 0.0 0.0812 0.406 Vel = 6.41 150 20.117 0.0 0.0812 0.731 Vel = 6.41 150 20.848 0.0 0.0813 0.894 Vel = 6.41 150 21.742 0.0 0.0813 0.488 Vel = 6.41 150 22.230 0.0 0.0812 1.787 Vel = 6.41 24.017 K Factor = 2.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALI M ESA CANYON LAKE COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO JURUPA VALLEY LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY NORCO PALM DESERT PERRIS RANCHO MIRAGE RLIBIDOUX CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: KEVIN JEFFRIES DISTRICT 1 JOHN TAVAGLIONE DISTRICT 2 CHARLES WASHINGTON DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 CAL FIRE - RIVER--?E UNIT RIVERSIDE COUNTY FIRE DEPARTMENT OFFICE OF THE FIRE MARSHAL 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 • Fax (760) 863-7072 www.rvcfiire.org March 24a', 2016 Fire Sprinkler Systems 705 E. Harrison Street, Ste.# 200 Corona, CA 92879 Re: Residential Fire Sprinkler Plan Review LAQ- I 6-RS-0 10 Monterra 5103 Summer Lynn Court/Lot 29/Plan 4/ Tract 32742 La Quinta, CA 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. Permanently marked identification signs shall be attached to all control valves. The following inspections/tests are required to be witnessed by the Fire Department Planning Division Staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure (b) Final inspection Final approval is subject to field inspection. The Fire Department job card, approved plans and condition letter must be at the job site or NO inspection will be performed. Applicant/installer shall be responsible to contact the Fire Department to schedule inspection(s) a minimum of 72 hours prior to the requested inspection date. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering Staff at (760)863-8886. Sincerely, Lisa Nottingham, Fire Safety Specialist Cervantes, Thomas@CALFIRE IV/ Subject: 3. LAQ-I6-RS-010 - MONTERRA - OH ROUGH Location: 55103 SUMMER LYNN COURT, LOT 29 LA QUINTA Start: End: Recurrence: Organizer: Rep. Name: CARLOS Phone#: Thu 2/18/2016 10:30 AM Thu 2/18/2016 11:30 AM (none) Cervantes, Thomas@CALFIRE Cel I#: Co. Name: 951-847-2908 FSS CrossSt: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour I Rough -wire inspection Underground rough Function test Underground hydro Duct detectors/velocity Flush 24 hr. battery test Final Sprinkler monitoring SPRINKLER U.G. Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Deluge/pre-action Weld inspection Final X Overhead rough piping UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/Inspect. Test Emergency shut off High pile storage Primary piping In -rack sprinklers Secondwy piping Hose racks Dispensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off High pile rack storage Nozzle model/placement H.P. vents/access/corridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test Gate access Knox box/padlock Mechanical interlock BUILDING INSPECTIONS Extinguishing system T/I final Fire alarm connection Shell final Final Final for occupancy Start Time: Finish Time: Start Time: Finish Time: 1 Cervantes, Thomas@CALFIRE Subject: LAQ-I6-RS-010 - WOODBRIDGE/MONTERRA - RES SPK FINAL Location: 55103 SUMMER LYNN COURT, LOT 29, LA QUINTA Start: Thu 5/12/2016 12:30 PM End: Thu 5/12/2016 2:15 PM Recurrence: (none) Organizer: Cervantes, Thomas@CALFIRE Rep. Name: CARLOS Phone#: Co. Name: Cell#: 951-847-2908 FSS CrossSt: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rough -wire inspection Underground rough Function test Underground hydro Duct detectors/velocity Flush 24 hr. battery test Final Sprinkler monitoring SPRINKLER U.G. Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Delu e/ re -action Weld inspection Final Overhead rough piping UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/Inspect. Test Emergency shut off High pile storage Primary piping In -rack sprinklers Secondary piping Hose racks Dispensers & shear valves X Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off High pile rack storage Nozzle model/placement H.P. vents/access/corridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test Gate access Knox box/padlock Mechanical interlock BUILDING INSPECTIONS Extinguishing system T/I final Fire alarm connection Shell final Final Final for occupancy StartTime: Finish Time: Start Time: I I Finish Time: 1 Riverside County Fire DeFurtment - Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 Fax: (951) 955-4886 PLAN REVIEW FORM El New .0 Re -Submittal # l El As-builts Permit No. LR Project Information (Please Print) 'bP_G5 -2015- 03-71 MONTERRA / TRACT 32742 / PLAN 4 sire Protection Planning Palm Desert Office: 77-933 Las Montanas Rd., Ste 201 Palm Deserf CA 92211 Phone: (760) 863-8886 Fax: (760) 863-7072 Rivegltab'db&My Fire Office of the Fire Marshal MAR 2 1201E By Received Plans R01111 d Project Name: I have read and unders,frj .d fhot '-4e Dept, fees are LOT 29 / 55-103 SUMMER LYNN COURT Deposit Based Fees and ifier=x �'-n " additionalAddress: y Inane rf z final. City & Zip: LA QUINTA, CA Sign: Print: ji IE BISHIP Contact Information Billing Information ❑Same as Contact Info CONTACT PERSON: JAMIE BISHIP BILL TO: FIRE SPRINKLER SYSTEMS, INC. Mailing Address: 705 E. HARRISON ST., SUITE 200 Mailing Address' City & zip CORONA, CA 92879 Phone No.: 1-800-915-3473 Fax: Email: jamieb@fireinc.net 705 E. Harrison St. Suite 200 City & zip Corona, CA 92879 Phone No.: 1-800-915-3473 Fax: Email: jamieb@fireinc.net The person listed on "Billing Information" will receive ALL billing, correspondence an.�� rc fvq,c1s ,-, n; this permit. Any changes in billing information must bo made in wriiinq -.,o �ju< work. billed fa Plan Review T e Check a ro riafe items ❑ Commercial O Industrial CD Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ❑ High Fire Area ❑ Underground Water C] Sprinkler System ❑ TI Sprinkler System LJ Sprinkler Monitoring Q Fire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth O Cell Site O High Pile/Racks 0 Other: SEE MASTER PERMIT#:LAQ-16-RS-010 Storage Tank Submittals• ❑ Dispensers Only ❑ Above Ground ❑ Underground Fee Paid: Reviewed by: Called for Pick -Up Date Paid: Review Date: 3•�'•'� Dater gy: u �fPC Check#: 0 Approved ❑ Denied Picked -Up Received By: Plans Stamped: ©Yes ONO Letter Attached: ©Yes Date: By:-7�np.� a Receipt#(OCR) ONO 7 Job Card Included: ❑Yes ONO Shlpp d By Method 7 Form l— Revised 10/27/2010 Visit us at www.rvcfire.orq Riverside County Fire Department Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 - Phone: (951) 955-4777 - Fax: (951) 955-4886 PLAN REVIEW FORM El New ❑ Re -Submittal # ❑ As-builts Permit No. Fire Protection Planning Palm Desert Office: 77-933 Las Montanas Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 - Fax: (760) 863-7072 Project Information (Please Print) City# 6RE52015 - 0371 Project Name: Address: City & Zip: MONTERRA / TRACT 32742 / PLAN 4 Rivei`i'dg i�oou icy Fire Office of the Fire Marshal JAN 2 6 2016 Received By Plan - calve I have read and understand that Fire Dept. fees are LOT 29 / 55-103 SUMMER LYNN COURT Deposit Based Fees and there may be additlonai LA QUINTA, CA Contact Information CONTACT PERSON: JAMIE BISHIP moneyen afier project final. Sign:l` i�J Print: Jis Billing Infor mall 0❑ Same as Contact Info BILL TO: FIRE SPRINKLER SYSTEMS, INC. Mailing Address: 705 E. HARRISON ST., SUITE 200 Mailing Address: 705 E. Harrison St. Suite 200 City & Zip CORONA, CA 92879 Phone No.: 1-800-915-3473 Fax: Email: jamieb@fireinc.net City & Zip Corona, CA 92879 Phone No.: 1-800-915-3473 Fax: Email: jamieb@fireinc.net The person listed on "Billing Information" will receive ALL billing, correspondence and refunds for any work billed to this permit. Any changes in billing information must be made in writing to our office. rlan Kevlew iype junect< appropnate Items ❑ Commercial ❑ Industrial El Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ❑ High Fire Area ❑ Underground Water 0 Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring ❑ Fire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site ❑ High Pile/Racks ❑✓ Other: SEE MASTER PERMIT#: MASTER PLAN 4 SUBMITTAL Storage Tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground nfficp ffsP C', Fee Paid: / LI Called for Pick -Up Reviewed by: N s Date Paid: Date:By: PC Review Date: — ' r Check#: 11;�y 6V S Approved ❑Denied Picked -Up �Received By: �� Plans Stamped: X'es ONO DateBy: Letter Attached: �es ONO Re eipt#(OCR) _ _ - Job Card Included:;(es ONO Shipped By / Method 4 Form 1—Revised 10/27/2010 Visit us at www.rvcfire.or r. Riverside County Fire Department - Fire Protection Planning Section r� Riverside Office: 2300 Market St., Ste 150, Riverside, CA 92501 Ph (951) 955-4777 Fax (951) 955-48M Murdeta Office: 39493 Los Alamos Rd , Ste A, Murrieta, CA 92563 Ph (951) 600-6160 Fax (951) 600-6164 Palm Desert Office: 77-933 Las MontaRas Rd., # 201 Palm Desert, CA 92211-4131 Ph. (760) 863-8886 (760) 863-7072 Date: 05-12-16 To: La Quinta B & S Fax: Tract/Parcel Map #: Permit/Lot #: Job Site Address: Fire Department Clearance/Release Woodbrid a/Monterra LAQ-16-RS-010 - Lot 29 55103 Summer Lynn Court La Quinta Approved Residential Fire Sprinkler System Release For Building Permit(s) Shell Final Only (No Tenant) Final For Occupancy Building Plan Check Fees Paid Building Plan Check Fees Not Paid Other Fees Fees Not Required If you should have any questions, please contact the appropriate Riverside County Fire Protection Planning office for further assistance. Authorizing Signature For Release Thomas Cervantes Print Name Form C — Revised 728/2014