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LAQ-14-RS-014 Codorniz Plan 4ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT RJT HOMES CODORNIZ 1425 E UNIVERSITY DR PHOENIX AZ 0 CONTRACTOR R J T INVESTMENTS INC 1130 E MISSOURI AVE STE 890 PHOENIX AZ 85034 OWNER RJT HOMES CODORNIZ 1425 E UNIVERSITY DR PHOENIX AZ 0 CONDITIONS Description: CODORNIZ TM 32070 PH 6B PLAN P42 Type: BUILDING RESIDENTIAL Subtype: DWELLING - SINGLE FAMILY ATTACHED Status: FINALED Applied: 11/20/2014 AZA Parcel No: 777450008 Site Address: 80025 SILVER SAGE LN LA QUINTA,CA 92253 Approved: 11/25/2014 PJU Subdivision: TR 32070 Block: Lot: 8 Issued: 11/25/2014 PJU Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 10/7/2015 kki Valuation: $108,285.60 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 1655 SF DWELLING - PLAN P42, LOT 8 [VB/RES-3/CLASS-A/13D] THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS, BBQ OR WATER FEATURE. 2013 CALIFORNIA BUILDING CODES Fire Permit #LAQ-14-RS-014. FINANCIAL INFORMATION Printed: Wednesday, February 28, 2024 2:28:47 PM 1 of 7 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1237 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY BSAS SB1473 FEE 101-0000-20306 0 $5.00 $5.00 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $5.00 $5.00 DIF - CIVIC CENTER 252-0000-43200 0 $796.00 $796.00 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA DIF - COMMUNITY CENTER 254-0000-43200 0 $129.00 $129.00 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA DIF - FIRE PROTECTION 257-0000-43200 0 $366.00 $366.00 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA DIF - LIBRARIES 253-0000-43200 0 $344.00 $344.00 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA DIF - PARK MAINTENANCE 256-0000-43200 0 $40.00 $40.00 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA DIF - PARKS/REC 251-0000-43200 0 $2,048.00 $2,048.00 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 $116.00 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 $2,842.00 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA Total Paid for DIF - SINGLE FAMILY ATTACHED: $6,681.00 $6,681.00 TEMP POWER SERVICE 101-0000-42403 0 $24.17 $24.17 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA TEMP POWER SERVICE PC 101-0000-42403 0 $16.92 $16.92 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA Total Paid for ELECTRICAL: $41.09 $41.09 RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $24.66 $24.66 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA Printed: Wednesday, February 28, 2024 2:28:47 PM 2 of 7 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1237 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $10.16 $10.16 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $145.03 $145.03 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $47.86 $47.86 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA Total Paid for ELECTRICAL - NEW CONSTRUCTION: $227.71 $227.71 CONDENSER/COMPRES SOR 101-0000-42402 0 $36.26 $36.26 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA CONDENSER/COMPRES SOR PC 101-0000-42600 0 $24.17 $24.17 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA EXHAUST HOOD 101-0000-42402 0 $12.09 $12.09 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA EXHAUST HOOD PC 101-0000-42600 0 $4.83 $4.83 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA FURNACE 101-0000-42402 0 $36.26 $36.26 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA FURNACE PC 101-0000-42600 0 $24.17 $24.17 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA VENT FAN 101-0000-42402 0 $48.36 $48.36 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA VENT FAN PC 101-0000-42600 0 $19.32 $19.32 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA Total Paid for MECHANICAL: $205.46 $205.46 MULTI-SPECIES RESIDENTIAL >14 UNITS 101-0000-20310 0 $237.00 $237.00 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA Total Paid for MULTI-SPECIES RESIDENTIAL: $237.00 $237.00 NEW CONSTRUCTION PERMIT 101-0000-42400 0 $506.87 $506.87 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA Total Paid for NEW CONSTRUCTION PERMIT: $506.87 $506.87 Printed: Wednesday, February 28, 2024 2:28:47 PM 3 of 7 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1237 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $987.37 $987.37 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA Total Paid for NEW CONSTRUCTION PLAN CHECK: $987.37 $987.37 BACKFLOW DEVICE 101-0000-42401 0 $12.09 $12.09 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA BACKFLOW DEVICE PC 101-0000-42600 0 $4.83 $4.83 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA BUILDING SEWER 101-0000-42401 0 $12.09 $12.09 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA BUILDING SEWER PC 101-0000-42600 0 $12.09 $12.09 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA FIXTURE/TRAP 101-0000-42401 0 $120.90 $120.90 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA FIXTURE/TRAP PC 101-0000-42600 0 $120.90 $120.90 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA GAS SYSTEM, 1-4 OUTLETS 101-0000-42401 0 $12.09 $12.09 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA GAS SYSTEM, 1-4 OUTLETS PC 101-0000-42600 0 $24.17 $24.17 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA WATER HEATER/VENT 101-0000-42401 0 $12.09 $12.09 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA WATER HEATER/VENT PC 101-0000-42600 0 $7.25 $7.25 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.09 $12.09 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $12.09 $12.09 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA Total Paid for PLUMBING FEES: $362.68 $362.68 Printed: Wednesday, February 28, 2024 2:28:47 PM 4 of 7 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1237 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES SEWER CONNECTION KKI 12/11/2014 12/11/2014 APPROVED UNDERGROUND PLBG KKI 12/11/2014 12/11/2014 APPROVED FOOTINGS KKI 12/23/2014 12/23/2014 APPROVED post tension SLAB KKI 12/23/2014 12/23/2014 APPROVED FLOOR NAIL KKI 1/20/2015 1/20/2015 APPROVED ROOF NAIL KKI 2/25/2015 2/25/2015 APPROVED 760-989-6438 OKAY TO WRAP KKI 3/24/2015 3/24/2015 APPROVED FRAMING KKI 4/3/2015 4/3/2015 CANCELED ROUGH ELEC KKI 4/3/2015 4/3/2015 CANCELED ROUGH MECH KKI 4/3/2015 4/3/2015 CANCELED ROUGH PLBG KKI 4/3/2015 4/3/2015 CANCELED DRYWALL NAIL KKI 4/9/2015 4/9/2015 PARTIALLY APPROVED prelim drywall INSULATION KKI 4/14/2015 4/14/2015 PARTIALLY APPROVED PRELIM FIRE WALL DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY SMI - RESIDENTIAL 101-0000-20308 0 $14.08 $14.08 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA Total Paid for STRONG MOTION INSTRUMENTATION SMI: $14.08 $14.08 SINGLE FAMILY DETACHED 224-0000-20320 0 $1,837.44 $1,837.44 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA Total Paid for TUMF - RESIDENTIAL: $1,837.44 $1,837.44 TOTALS:$11,105.70 $11,105.70 Printed: Wednesday, February 28, 2024 2:28:47 PM 5 of 7 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1237 DRYWALL NAIL KKI 4/22/2015 4/22/2015 PARTIALLY APPROVED FRAMING KKI 4/22/2015 4/22/2015 APPROVED ROUGH ELEC KKI 4/22/2015 4/22/2015 APPROVED ROUGH MECH KKI 4/22/2015 4/22/2015 APPROVED ROUGH PLBG KKI 4/22/2015 4/22/2015 APPROVED INSULATION KKI 4/29/2015 4/29/2015 APPROVED LATH KKI 5/6/2015 5/6/2015 APPROVED DRYWALL NAIL KKI 5/8/2015 5/8/2015 APPROVED GAS LINE/TEST KKI 8/11/2015 8/11/2015 APPROVED TEMP USE OF PERM PWR KKI 8/11/2015 8/11/2015 APPROVED DRIVEWAY APPROACH JPE 8/13/2015 8/14/2015 APPROVED Multi-Plex Coded Driveway to this job. (80028, 80034 and 80040 included in this inspection) 1230 to 1300 08/13/2015Per phone call from Leonard went to site to inspect driveway 6" thick. Compaction tests had been taken and all exceeded 90% requirementOk to pourWeather - clear - breezy to 5 mph - temp 85to 112 PUBLIC WORKS FINAL JPE 9/24/2015 9/24/2015 APPROVED PW Final 80025 SilverSageLane 0945 to 1000Site complete - clean - yard drains in and clean - all trenches backfilled - ok To FinalWeather - clear - slight breeze to 3 mph - temp 77 to 108 FINAL**KKI 10/7/2015 10/7/2015 APPROVED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES PARENT PROJECTS Printed: Wednesday, February 28, 2024 2:28:47 PM 6 of 7 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1237 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 10/7/2015 LUIS URIBE CERTIFICATE OF OCCUPANCY BRES2014-1237 - CERTIFICATE OF OCCUPANCY.pdf 0 IMAGE 8/14/2015 JIM PETERS driveway formed ready to pour 80025 Silver Sage Lane.JPG driveway formed ready to pour 80025 Silver Sage Lane.JPG 0 IMAGE 8/14/2015 JIM PETERS driveway formed 80034 80040 Silver Sage Lane.JPG driveway formed 80034 80040 Silver Sage Lane.JPG 0 IMAGE 8/14/2015 JIM PETERS compaction results for driveway.JPG compaction results for driveway.JPG 0 IMAGE 9/24/2015 JIM PETERS looking easterly at south side front of residence.JPG looking easterly at south side front of residence.JPG 0 IMAGE 9/24/2015 JIM PETERS permit for 80025 Silver Sage Lane.JPG permit for 80025 Silver Sage Lane.JPG 0 BOND INFORMATION Printed: Wednesday, February 28, 2024 2:28:47 PM 7 of 7 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1237 F,JT Ct4'IEG copoFRN i Z - LA Qu iNrA, cap iFofP-,N i A tL C17 wadowwo t stir ate SeriesRAPID RESPONSE ftsidonffai Sprinklers 4,9 K-factor Flat -Plate Pendent WO M130 and Dry Pipe Sysftms Oerj r v uW 11 and to lrilprove tng d'ance Star accsrpoft zo E* or N5 isvwuMepd. 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The L*triMwt Ptoftvd by tills R ss 'Piv sarlav pAe'eaddF�17fi �49 • waDed h"M Must be d sfdI it 1�T3 AMA" 7'OfY PO ,3 J Sato . n".E4h-4 i lr9 CWM-"M ' :# dM Shg&l TPP700 tou 3tw 44VSTAL1.ER dbiwmont fund Tire rppVwb1@ stgr)- dwws or vv NAVWW arm pmtocivan Sa vYVG'' tta* pmofts caublans VA" i #er to wf:0v. on4l "P £;+n, A7 addlvtm to &Ssftwwws 40600 ul spa ins CQ-TPvr-&Tt4: lmpmper rw ad'O g and of Ora}+ authonaft i°. Afflodkoon, Fti; prat to do so mAY M%va ' t pwFa P-090 1 01 a PLAN NOiEs FLAN T T'1=E ,AVAIL,ABLE psi 6 5OURGE TOTAL. Dr=r,1,ANU psi REQI.4 RED w 50URGE r¢ of psi GU51410N -8 50URGE 512 psi 11:1 psi 'l 31.E gpm 1,11% f=R0\v1DEFD, AN''r FLAN T'%r'f=E CAN 5F= 5JiLT CN AN*-T- LC». CORP. (E) MAIN AGE i.I.�YLY�:J NOTES: A LIST OF CPVG COMPATIBLE PRODUCTS, SUCH AS FIRE CAULKING, SHALL BE PROVIDED AT THE JOB SITE FOR THE INSPECTORS REVIEW. ALL PRODUCTS THAT TOUCH CPVC PIPING SHALL BE APPROVED BY THE MANUFACTURER. PLEASE REVIEW PRODUCTS COMPATIBILITY GUIDES. CPVG (ASTM F 442) AND (IF APPLICABLE) (ASTM D 3309) PIPES SHALL COMPLY WITH THE PORTIONS OF THE ASTM STANDARDS SPECIFIED IN NFPA 13-D TABI.FS 5.2.2.2 THAT APPLY TO THE FIRE PROTECTION SERVICE. NOT ALL PIPE OR TUBE MADE TO ASTM F 442 OR D 3309 ARE LISTED FOR FIRE SPRINKLER SERVICE. A COPY OF THE LISTING SHALL BE PROVIDED AT THE JOB SITE. ALL COMPARTMENTS WITH ONE HEAD WILL BE BASED ON 20'FT SPACING. ALL OTHER ROOMS ARE BASED ON 16'FT SPACING_ CALCI3LATIONS ARE BASED ON THE WORST CASE SCENARIO WHICH WOULD BE A 2 HEAD 11 CALC ON 16'FT SPACING "PROVIDE A PERMANENT WARNING SIGN WITH MINIMUM 1/4" LETTERS "JACENT TO MAIN SHUT OFF VALVE STATING THE FOLLOWING: THE WATER SYSTEM FOR THIS HOUSE SUPPLIES FIRE SPRINKLERS THAT REQUIRE CERTAIN FLOWS OR DECREASE THE PRESSURE OR AUTOMATICALLY SHUT OFF THE WATER TO FIRE SPRINKLER SYSTEM, SUCH AS WATER SOFTNERS, FILTRATION TO THIS SYSTEM WITH OUT A REVIEW OF THE FIRE PROTECTION SPECIALIST. DO NOT REMOVE THIS SIGN." II H� r k—.I l ANY DISTANCE i I RTRMNT RESTS RAtNT ONIE:-ZOINT TWO-PC53NT One Point TevG faint I Restraint i Restraint ......._... T'Gieafer Pipe Spacing Less I Less I Greater l Size Between than i than I than than Stapprl ftlil 104..psf........_100 p...j_.709 P .si ,,.. , 7_5 1'4" i'-E1" 6'-0° ALARM SELL NOT REQUIRED per NFI=A 13D OR GRG 31B IF 5MOKE DETEC, 70R5 are INSTALLED. "ALL WOMES Tr r.:ACIFORNIA are REQUIRED TD 4AVE SMOKE DE7EC70R5. i ALARM BELL WILL OPTIONAL TO CONTRACTOR u K � lu Q Lis MAIN SHUT-OFF VALVE - - LABELED ...................._ .. .. (77 CC i a • 1 V s j a 1 P CC]PPER 11/3 i n; C20'-0" WORST CASES 1...........s.................... .._._._..._...._............ .............. ...... ....... .:_e.�' WATER METER (FIRE + DOMESTIC) API POVAL RIVERSIDE COUNTY FIRE DEPARTMEKT BY: i_ISA NOT INIGHAM, F5S DATE: -101-1'j0C:ASE#H"&`Wy THE FIRE DEPT APPROVAL. FOR PLANS VAUD FOR ONE YEAR-SURIECT TO COMPLIANCE WITH APPLICABLE CODES tIL LISTED GPVG TO SYSTEM - SPARE { 4E=AD BOX NOT 1 EOJIfRED n�I PER NFPA 13D OR CRC 313 500 PSI GAUGE 12"MAIN ORAIN VALVE I �—CPVG CHECK VALVE LOCKABLE AGGESS PANEL BQR INFO to be PROVIDED iNS1vE of ACCESS PANEL P21'.5y MCNS FiRE PIROTECTION, INC. OINT of GONNECTiON COPPER to GPVG FEMALE ADAPTER 1" COPPER "LII (10'-0" LUOiR5T GAS) 1" PVC PIPE (30'-011 WORE* CASE) VOTS- LSNGTl4e ARE WORST CASE POR AL-L PLAN TYPES P IRE SPRINX�EER R D T A i NOT TO SGAI..E GrZNMRAL NOTPES 1. LLET PIPE SYSTEM DESIGNED i=ER 2010 NF.P-A. 13D and/or 2010 CRC 3D3 and Ti4E SPECIFIC RE=IREMENTS OF TH4E OI.�EN1'14 FIRE DEPAIRTMONT. 2. ALL MATERIALS INSTALLED SHALL BE U.L. AND/OR F.M. LISTED "APPROVED" FOR FiRE PROTECTION USE, Wl-4ERE APPLICABLE. 3. SYSTEM PIPING SHALL BE SUPPORTED PER RE=IREMENTS, OF 2010 NF.P.A. 13n and/or 2010 CRC 3133 and MANLIPACTUi ER'S S"GIFICATiON$, AS APPLICABLE. 4, SY57tFM SHALL BE I- 4YOROSTATIGALLY TESTED FOR TLC 140URZ AT 200 pei AND BE VISUALLY 1NSP'EG1'Ep BY THE SERVING FIRE DEPARTMENT BEFORE ANY PiPING IS CONCEALED BY OTHER TRADES. 5_ ARRANGEMENT OF WATER SUPPLY SHALL BE PER 2010 NFPA, 13D and/or 2010 GRC 313.3 AND AS APPROVED BY 1REVERSIDE COUNITZ' FIRE DEPAR7P1ENT. MAIN SYSTEM CONTROL VALVE SHALL SE LOCATED AHEAD OF LATERAL CONNECTION TO DOMESTIC WA7SR $ERViCE ON COM151NED SYSTEMS. &. MAXIMUM SPACING OF SPRINKLERS SHALL SE: 1b' X lb' FROAi CENTER TO CENTER OF MULTIPLE l-LEADS 1N A ROOM. aSI -@ r-ROM FAGS OF WALL IN ANY Df»CTION- 1. MINIMUM FLCt:1 PER SPRINKLER SHALL BE CALCULATED AS FOLLOWS: TWO 1-IEAD FLOWING : 13 GPM PER $PRiNKLER AT ib'-m SPACING. ONE HEAP FLOWING : 20 GPhPP PER SPRINKLER AT 20'-C S;­ACING, S. P1PE SIZES AND TYPES SHALL ESE AS FOLLOWS: ielsle: 1" C1�'VG RISER SUPPLY MAINS: Al." CPVG SPRINKLER LATERALS: 114II CPwC 13. SYMBOLS USED ON THIS PLAN- 0 J =NOTES 4-IYDRAULIG INFERENCE NODE. ter. bIHNOTE6 r-IYDRALILIC PIPE. sEGMENT. DENOTES RESIDENTIAL aPRINiCLER AT Ib' X 16' SPACINCa, DENOTES COMMERCIAL PEND1=NT SPRINKLER AT IrPOIS SPACING. 10. SPRINKLERS ARE NOT TO BE INSTALLED IN THE FOLLOWING AREAS: A. BATHROOMS OF 55 sq. rt. OR LESS W14ERE NCN-COMISUSTAi3LI= PIXTURES ARE INSTALLED. B. CLOSET5 OF 24 sq. ft. OR LE55 WHERE THE LEAST DIMENSION DOES NOT EXCEEED 3'-0. C. BELOW STAIRS WHERE NO ACCE55 OR STORAGE SPACE HAS BEEN PROVIDED. D. IN ATTICS LUF�Y� NO FUF�kAGE UNIT OR STORAGE SPACE HAS BEEN PR01�1DED. PENDENT SPRINKLER NOTES: 1. PENDENT SPRINKLERS SHALL BE LOCATED AT LEAST 3 FEET AWAY FROM THE OBSTRUCTION SUCH AS CEILING FANS AND LIGHT FIXTURES UNLESS THE REQUIREMENTS OF 8.2.5.4 ARE MET. 2. THE DISTANCE SHALL BE MEASURED FROM THE CENTER OF THESPRINKLER TO THE CENTER OF THE OBSTRUCTION. 3. WHERE THE SPRINKLER CAN NOT BE LOCATED 3 FEET AWAY FROM THE OBSTRUCTION, AN ADDITIONAL SPRINKLER SHALL BE LOCATED ON THE OTHER SIDE OF THE OBSTRUCTION. 4. WHERE THE AREA OF THE FAN BLADES ENCOMPASS MORE THAN 50 PERCENT OF THE AREA OF PLAN VIEW, THE SPRINKLER SHALL BE INSTALLED IN ACCORDANCE WITH 8.2.5.4. 11. ALL PENETRATON5 THROUGH FIRE -RATED A55EM15LIE5 SHALL_ BE SEALED IN AN APPROVED MANNER To MAINTAIN THE INTEGRITY OF THE ASSEMBLY_ 12, DRILLING AND NOTCHING OF STRUCTURAL MEMBERS SHALL SE PERFORMED 13. iN STRICT ACCORDANCE WITH THE CALiPORNIA RESIDENTIAL CODE. UTATER CArj-OJLATIONS RECEIVED WATER AUTHORITY: GOAL 41W.A VA"1111A WATER DISTRICT NAM1r AND NLI1`13ER To CONTACT: (160) M-2651 10. t 13 FEB 2 0 2014 STATIc, 91 per (WORST CASE LAYATION of ENTIRE PROJECT) kIVEASME COUNTY FaL RESIDUAL. 20 psi FR.O7ECTION PLANNING ^il.aF'YFaERT{75pj 8S}_$A86 FLOW: 1500 gpm METER SIZE: 3r4" METER LOSS CALCED; -13 per TWO HEAD CALr_ UNDERGROUND SIZE- I" PVG TO 5AT'ISFY DEMAND. 4N PROACT DATA OWNER RJT F+OI'1E8-Gd»ORNI7.,1� AvoIeE55: szr�i and ��er�1,l A.PN. " OF &TORTES: TW BUILDIW3 TYPE- YN OCCUPANCY TYPE: R-3. U-1 TOTAL TOTAL GARAGE: M PLOAR PLAbA _-•__-• HANGER SPECII=IGATIOh1S CP.Vr- rest HA 40M FASTENER WEX r'IFE 6= OPACa4G rF .; HEAD an$ Wit 1114. ICJ %A& INCORFVi3 aTE_D f 3f:• 5A16 U.L. UST= AV4GERO rM C.P.V.C. PLASTIC PIPE HEEDS OR excjwm THE REOREMDC 8 OF N.F.PA. 13, MR, 0 MSD W57XMt ILARDE.'RO REK WEAR 5ELP THREADING�S_CPJ_EW 19 nRMSKED WrTH THE NAMM AND IS THE MPAM n FASTENER SIZE ACCEPTAaZ rw rn rAr rn+l moo r+W i Ym AFCON 515 i-MGER NARaENED HEX NEAP MELT TM DIH6 SCREW rN1 MIP 7D PM( READ bELF TNREA�IHC scp_7 RAROFNii7 NIX HEA47 9E1.F 71iR!"ACING 'JCP9J 19 FUI� mWED WITH THE AND 1S THE 19 FURM914 ] WITH THE /ANGER AND IE THE 19 R11IIJI^y3rD Wi7H THE NAN4ER Ar4O � THE AM& I'% T 114& V }AST@4M eiZE A"30"AW1 "KIM" rAV E}✓QI t SIZE ACCEPT n"AFLFI PASTwm SIXr Acarrmu �� I CPYL COUMje FASTENER STRAP TYPE RAWER CFYC DOUS-E FAD-ra Ie STRAP TYPE HAI ER CPVC ,99 H10GIG' TYPE MAr7GEIi U.L. U7rLD FIGURE 23 - CP+jV�C 14AfrNGER�yj� FIGURE 24 - CPVG HANGER CENTRAL- 'ND_SLgGK' HANGER Ir f ! r • i 1 ! 7 MAP 40T TO SCALE 50TH AVE r 61 � a � � w 'r 0 3 W MIND AVE. water CGr1Al SITE MIRTH Mr TO ZCAM 54TH AVE, 6COFE: IN57AJ-L NFL) FIRE" 6FRINKLER 5T'87EMS per N-I= F.IA 13r—> For NFU) 51NCaL E 1P.AP11L T- Z;Wj�L L JNCa6. 31ryc pi'C 1�)A/ 1,0. �A ) SCALE: I14"=I'-0ll INSPECTOR TEST <ETLESS N05E 51�3 5'-0 A. F. F. LASEL.ED " FIELD Vr=RIr7 ®EST LOCATION" - EE RIaI=- FP, DET,4IL fc�r 3-4 " 6T14i;;Z�T I NCz f'a INT_ I f 2—CAk GARAGE Lop iI bL r 31 2„ , I4 i { r' ■ r I r I .............. OHWT'* _... ......_._. ° !I A/C, .. - PANTRYp aCLG. / E _ ---- ........... _...... go [ AOL o S � TLMI PDR �iffi?S TILE `, d? Irk w:), 9' CLG. LE I �I - �OIL 71-711 or & i i s GREAT ROOM 9' Cl••G,/CPT FLEX PATIO (SEE SHEET A2.5 & A2.6 ) S/+hp- HYDRAULIC SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PROJECT 4 PI_,AN AREA M. BEDROOM Nc0 OF SPRINKLERS FLOWING € sprulners BASIS OF DESIGN I. DENSITY Q 2. AREA OF DISCHARGE 400 sq- ft.l SYSTEM DESIGN I- WATER FLOW RATE 2. RESIDUAL PRESSURE AT 37 � THE BASE OF THE RISER INSTALLED BY Symons Fire Protection, Inc. HYDRAULIC SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PROJECT 4 PLAN AREA LOFT No. OF SPRINKLERS FLOWING BASIS OF DESIGN L DENSITY 05 2. AREA OF DISCHARGE 2.56 tt SYSTEM DESIGN I. WATER FLOW RATE 26.5 9Pm 2. RESIDUAL PRESSURE AT 3� THE BASE OF THE RISER INSTALLED BY Symons Fire Protection, InG. 6v F I R FIRE STOPPING AT UNIT SL,—r kR;�ii131'v TO BE CONTINUOUS TO U/S OF ROOF SHEATHING PLATE: I-! F.= I Gk4 T I ] P EL -- -+ 2 2 ` --- 5" OR BE, MR _ =� L.a T E I..�EIG" AT EL 2ND FLOOR r �. _ SECOND FLOOR PI AN eECONID FLOOR SCALE: SCALE. V4`-V-0" i" CPVC RISER IpNlG 8E8 7AfL !`or 1010 INC-$ QOINT. AMF INSPECTOR TEST -- KEYLESS a-IOSE 5I5 5'-O A. F. F. LABELED ' FIELp WERIFT BEST LOCATION' PLATE-1 �-IFDCIiT EL. = i 8'.......2_.._7/9" 2ND FLOOR LEVEL_ EI = FLEX PATIO (SEE SHEET A2.5 & A2.6) I" GPVG R16ER NOTE: ALL AM. INSPECTOR TEST A. F. F. LABELED FIi=LP ✓ERFFr BEST LOGATI0N- MA3C.1 ANY D*TAkE FLEX PAJIQ 1 (SEE SHEET A2.5 & A2.6) . ©_ liE$T4sPF3 ��3�klf+i3" ad3E•Pol Tr € Ck* lnt 1W llo,ln! Ros'ttaint fisris ax t #p 5p6acing ! Lori Greater =. Loss Greeter j i Size Between than tha" r � S T I l L I �� fst�? iG4 fitfip a 1Nan t leltt 4 .."" 4- � -- ._ - i _._..._... _m _. ' A 3/4" F 6' g.. ..........._....... Q �3 yi3 T 1 c it �•m, %ire ' a�"" i _d ••�i �..p`�'"`� "mill its rR�`� Residential Connection Charlore Estimate PZ14-5254 Date: February 20, 201,1 Customer Name: RJT Homes, LLC Parcel No. 777-450-008 Address: 80025 Silver Sage Ln I r' Lot No. Q Size of Lot. - Type of Service: R-1: 21 Duplex: U Phone No. Geo. 06-07-09-2 LID: Block No. sq. ft. Tract No. 32070 Triplex: ❑ Apts: ❑ SWSC: Acres: SWSC: /acre WSBFC: 3,707.00 SCC: 4,851.00 Treatment: $2,436/edu Collection: $2,415/edu Meter: $ 390.00 Meter size: inch Meter surcharge: $ - Service Size: inch Service: $ Meter & Service: $ - Backflow: $ Other: $ Sewer Lateral: $ - Total: 8,948.00 Other: Abandon / Relocate (see explanation below) Information Supplied By Customer CVWD System Data Domestic Water Demand* 11 Service Connection** Max. Flow= 14.5 gpm Min. Pressure= Fire Sprinkler Demand* psi Max. Flow= 26.2 gpm Min. Pressure= 58.7 System Type: Multi ❑ Stand Alone ID * CVWD USES WORST CASE CONDITION Notes: Max. Flow*= I;pm Inlet Pressure= 97 psi Outlet Pressure= psi Meter Size = inch Service Size= inch ** For Calculation Purposes- Service Connection Includes: Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut Off Valve *Prior to press. Reg. Valve Technician: Approved by: Date: cvwd-950 *********This is just a QUOTE, all fees are subject to Change********* (Rev. 4/13) Epp_ 1N- Rs-0 14 SYMONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR CODORNIZ 4 PLAN REMOTE AREA: 2°d FLOOR FILE NUMBER: CODORNIZ 4 PLAN.SDF DATE: 10. 22. 2013 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: R3 .05 gpm/256 sq. ft. 512 sq. ft. 2 sprinklerS 26.5 gpm TOTAL WATER REQUIRED (including hose): 31.5 gpm (5 gpm Hose STREAM) FLOW AND PRESSURE (@ NODE BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: 26.5 gpm @ 30.7 psi 4.9 FRANCISCO IBARRA LA QUINTA FIRE DEPARTMENT 97.0 psi (87.3 900) 20.0 psi 1500 gpm COACHELLA VALLEY WD (10. 9. 2013) CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER TEM HYDRAULIC ANALYSIS ✓ Page 1 DATE: 10/25/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 4 PLAN.SDF JOB TITLE: CODORNIZ 4 PLAN TWO HEAD CALC WATER SUPPLY DATA SOURCE STATIC NODE PRESS. TAG (PSI) S 87.3 RESID. FLOW PRESS. @ (PSI) (GPM) 20.0 1500.0 AGGREGATE FLOW ANALYSIS: AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 87.2 31.5 71.7 TOTAL FLOW AT SOURCE 31.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) lA 18.0 - - - - 8.5 - - - 1 18.5 - - - 8.3 - - - 2A 18.0 K= 4.90 7.6 13.5 2 18.5 - - - - 8.3 - - - 3A 18.0 K= 4.90 7.0 13.0 3 18.5 - - - - 8.4 - - - 4 18.5 - - - - 11.9 - - - 5 8.5 - - - - 14.0 - - - 6 8.5 - - - - 21.3 - - - TOR 6.5 - - - - 28.9 - - - BOR 3.5 - - - - 30.7 D 1.5 HOSE STREAM 32.7 5.0 C -2.0 - - - - 40.7 - - M -2.0 - - - - 50.7 - - - W -2.0 - - - - 63.7 - - - S -3.0 SOURCE 71.7 31.5 i SPRINKLER s,,STEM HYDRAULIC ANALYSIS Page 2 DATE: 10/25/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 4 PLAN.SDF JOB TITLE: CODORNIZ 4 PLAN 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 0.0 0.874 PL 4.00 PF 0.0 lA 18.0 0.0 8.5 0.0 0.0 150 FTG 2ETR PE -0.2 1 18.5 0.0 8.3 0.0 0.000 TL 18.00 PV Pipe: 2 -2.1 0.874 PL 13.00 PF 0.1 1 18.5 0.0 8.3 0.0 1.1 150 FTG T3R PE 0.0 2 18.5 0.0 8.3 0.0 0.003 TL 19.00 PV Pipe: 3 -13.5 0.874 PL 1.50 PF 0.9 2A 18.0 4.9 7.6 13.5 7.2 150 FTG 2TR PE -0.2 1 18.5 0.0 8.3 0.0 0.102 TL 8.50 PV Pipe: 4 -2.1 0.874 PL 11.00 PF 0.0 2 18.5 0.0 8.3 0.0 1.1 150 FTG 2R PE 0.0 3 18.5 0.0 8.4 0.0 0.003 TL 13.00 PV Pipe: 5 -13.0 0.874 PL 7.50 PF 1.6 3A 18.0 4.9 7.0 13.0 7.0 150 FTG ETR PE -0:2 3 18.5 0.0 8.4 0.0 0.094 TL 16.50 PV Pipe: 6 -15.1 0.874 PL 14.00 PF 3.5 3 18.5 0.0 8.4 0.0 8.1 150 FTG 2ETR PE 0.0 4 18.5 0.0 11.9 0.0 0.125 TL 28.00 PV Pipe: 7 -11.4 0.874 PL 12.00 PF 1.4 1 18.5 0.0 8.3 0.0 6.1 150 FTG E2R PE 4.3 5 8.5 0.0 14.0 0.0 0.074 TL 19.00 PV Pipe: 8 -15.1 0.874 PL 22.00 PF 5.1 4 18.5 0.0 11.9 0.0 8.1 150 FTG 2E3T PE 4.3 6 8.5 0.0 21.3 0.0 0.125 TL 41.00 PV Pipe: 9 -11.4 0.874 PL 50.50 PF 7.3 5 8.5 0.0 14.0 0.0 6.1 150 FTG 7E4TR PE 0.0 6 8.5 0.0 21.3 0.0 0.074 TL 98.50 PV Pipe: 10 -26.5 0.874 PL 4.00 PF 6.7 6 8.5 0.0 21.3 0.0 14.2 150 FTG 2ET2R PE 0.9 TOR 6.5 0.0 28.9 0.0 0.353 TL 19.00 PV Pipe: 11 -26.5 1.101 PL 3.00 PF 0.5 TOR 6.5 0.0 28.9 0.0 8.9 150 FTG C PE 1.3 BOR 3.5 0.0 30.7 0.0 0.115 TL 4.00 PV Pipe: 12 -26.5 1.101 PL 3.00 PF 1.1 BOR 3.5 0.0 30.7 0.0 8.9 150 FTG E PE 0.9 D 1.5 H.S. 32.7 5.0 0.115 TL 10.00 PV Pipe: 13 -31.5 1.025 PL 10.00 PF 6.5 D 1.5 H.S. 32.7 5.0 12.3 150 FTG E2T PE 1.5 C -2.0 0.0 40.7 0.0 0.224 TL 29.00 PV SPRINKLER (STEM HYDRAULIC ANALYSIS Page 3 DATE: 10/25/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 4 PLAN.SDF JOB TITLE: CODORNIZ 4 PLAN TWO HEAD CALC 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: 14 -31.5 1.030 PL 30.00 PF 10.1 C -2.0 0.0 40.7 0.0 12.1 150 FTG 2E5L PE 0.0 M -2.0 0.0 50.7 0.0 0.219 TL 46.00 PV Pipe: 15 FIXED PRESSURE LOSS DEVICE W -2.0 0.0 63.7 0.0 13.0 psi, 31.5 gpm M -2.0 0.0 50.7 0.0 Pipe: 16 -31.5 0.995 PL 20.00 PF 7.5 W -2.0 0.0 63.7 0.0 13.0 150 FTG TG PE 0.4 S -3.0 SRCE 71.7 (N/A) 0.259 TL 29.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.4 computer program 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 0.001 gpm and a maximum imbalance at any node of 0.018 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 14.2 ft/sec at pipe 10. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node S under full flow conditions is 87.23 psi compared to the minimum required pressure of 3.00 psi. (6) PIPE FITTINGS TABLE 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 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 SPRINKLER TEM HYDRAULIC ANALYSIS J Page 4 DATE: 10/25/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 4 PLAN.SDF JOB TITLE: CODORNIZ 4 PLAN TWO HEAD CALC 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 1.030 3.00 8.00 2.00 8.00 5.00 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 UTEM HYDRAULIC ANALYSIS J Page 5 DATE: 10/25/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 4 PLAN.SDF JOB TITLE: CODORNIZ 4 PLAN TWO HEAD CALC N O O N O N Ln w N 3 .moo O Q m H z w C _m � a a o O / 0 N a U) a 0 U� H U) a � U z •� -p ro a +1 a, U) a, U) a w H 3 H N O O O O O a H O O O O O I 00 w �v N c9FC4 �D(Dw 04P� n D W — aU) -H- — 0 0 0 N / O O 00 a� o U) o ro OD q N o O o z 0 0 SPRINKLER TEM HYDRAULIC ANALYSIS �J Page 6 DATE: 10/25/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 4 PLAN.SDF JOB TITLE: CODORNIZ 4 PLAN TWO HEAD CALC WATER SUPPLY CURVE 96+ I I I 880\ I\ I 1 I `\ 80+ \ I \ I I \ 72X \\ I � I � I \ P 64+ 1 R I \ E I 1 S \ S 56+ U I \\ R I E I 48+ 1 ( I P I \ S I \ I 40+ 1 I \ I � 32+ \ I \ I \ I \ 24+ 1 I � * <-20.0 psi @ 1500 gpm Flow Test Point 16+ LEGEND " I X = Required Water Supply " 71.67 psi @ 31.5 gpm " 8+ " 0 = Available Water Supply " I 87.25 psi @ 31.5 gpm " I 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR CODORNIZ 4 PLAN REMOTE AREA: 2°d FLOOR FILE NUMBER: CODORNIZ 4 PLAN.SDF DATE: 10. 22. 2013 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: F. RECEIVED NOV Z 7 2013 CITY OF LA coMMUNjTM E �L opM EIUT .05 gpm/400 sq. ft. 400 sq. ft. 1 sprinkler 20.0 gpm TOTAL WATER REQUIRED (including hose): 25.0 gpm (5 gpm Hose STREAM) FLOW AND PRESSURE (@ NODE BOR): 20.0 gpm @ 37.3 psi SPRINKLER K-FACTOR (ORIFICE SIZE): 4.9 DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: FRANCISCO IBARRA LA QUINTA FIRE DEPARTMENT 97.0 psi (87.3 90%) 20.0 psi 1500 gpm COACHELLA VALLEY WD (10. 9. 2013) CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER �)TEM HYDRAULIC ANALYSIS J Page 1 DATE: 10/25/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 4 PLAN.SDF JOB TITLE: CODORNIZ 4 PLAN ONE HEAD CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 87.3 20.0 1500.0 87.3 25.0 69.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) lA 18.0 K= 4.90 16.7 20.0 1 18.5 - - - 20.2 - - - 2A 18.0 - -- 20.4 --- 2 18.5 - - - - 21.4 - - - 3A 18.0 - - - 22.4 - - - 3 18.5 - - - 22.2 - - - 4 18.5 - - - 24.0 - - - 5 8.5 - - - 25.6 - - - 6 8.5 - - - - 30.9 - - - TOR 6.5 - - - - 35.7 - - - BOR 3.5 - - - - 37.3 - - - D 1.5 HOSE STREAM 38.8 5.0 C -2.0 - - - - 44.6 - - - M -2.0 - - - -- 51.1 - - - W -2.0 - - - 64.1 - - - S -3.0 SOURCE 69.4 25.0 SPRINKLER ('oTEM HYDRAULIC ANALYSIS _ Page 2 DATE: 10/25/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 4 PLAN.SDF JOB TITLE: CODORNIZ 4 PLAN ONE 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 -20.0 0.874 PL 4.00 PF 3.8 1A 18.0 4.9 16.7 20.0 10.7 150 FTG 2ETR PE -0.2 1 18.5 0.0 20.2 0.0 0.209 TL 18.00 PV Pipe: 2 -10.4 0.874 PL 13.00 PF 1.2 1 18.5 0.0 20.2 0.0 5.6 150 FTG T3R PE 0.0 2 18.5 0.0 21.4 0.0 0.063 TL 19.00 PV Pipe: 3 0.0 0.874 PL 1.50 PF 0.0 2A 18.0 0.0 20.4 0.0 0.0 150 FTG 2TR PE -0.2 1 18.5 0.0 20.2 0.0 0.000 TL 8.50 PV Pipe: 4 -10.4 0.874 PL 11.00 PF 0.8 2 18.5 0.0 21.4 0.0 5.6 150 FTG 2R PE 0.0 3 18.5 0.0 22.2 0.0 0.063 TL 13.00 PV Pipe: 5 0.0 0.874 PL 7.50 PF 0.0 3A 18.0 0.0 22.4 0.0 0.0 150 FTG ETR PE -0.2 3 18.5 0.0 22.2 0.0 0.000 TL 16.50 PV Pipe: 6 -10.4 0.874 PL 14.00 PF 1.8 3 18.5 0.0 22.2 0.0 5.6 150 FTG 2ETR PE 0.0 4 18.5 0.0 24.0 0.0 0.063 TL 28.00 PV Pipe: 7 -9.6 0.874 PL 12.00 PF 1.0 1 18.5 0.0 20.2 0.0 5.1 150 FTG E2R PE 4.3 5 8.5 0.0 25.6 0.0 0.054 TL 19.00 PV Pipe: 8 -10.4 0.874 PL 22.00 PF 2.6 4 18.5 0.0 24.0 0.0 5.6 150 FTG 2E3T PE 4.3 6 8.5 0.0 30.9 0.0 0.063 TL 41.00 PV Pipe: 9 -9.6 0.874 PL 50.50 PF 5.3 5 8.5 0.0 25.6 0.0 5.1 150 FTG 7E4TR PE 0.0 6 8.5 0.0 30.9 0.0 0.054 TL 98.50 PV Pipe: 10 -20.0 0.874 PL 4.00 PF 4.0 6 8.5 0.0 30.9 0.0 10.7 150 FTG 2ET2R PE 0.9 TOR 6.5 0.0 35.7 0.0 0.209 TL 19.00 PV Pipe: 11 -20.0 1.101 PL 3.00 PF 0.3 TOR 6.5 0.0 35.7 0.0 6.7 150 FTG C PE 1.3 BOR 3.5 0.0 37.3 0.0 0.068 TL 4.00 PV Pipe: 12 -20.0 1.101 PL 3.00 PF 0.7 BOR 3.5 0.0 37.3 0.0 6.7 150 FTG E PE 0.9 D 1.5 H.S. 38.8 5.0 0.068 TL 10.00 PV Pipe: 13 -25.0 1.025 PL 10.00 PF 4.2 D 1.5 H.S. 38.8 5.0 9.7 150 FTG E2T PE 1.5 C -2.0 0.0 44.6 0.0 0.146 TL 29.00 PV SPRINKLER �z6TEM HYDRAULIC ANALYSIS Page 3 DATE: 10/25/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 4 PLAN.SDF JOB TITLE: CODORNIZ 4 PLAN ONE HEAD CALC 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: 14 -25.0 1.030 PL 30.00 PF 6.5 C -2.0 0.0 44.6 0.0 9.6 150 FTG 2E5L PE 0.0 M -2.0 0.0 51.1 0.0 0.142 TL 46.00 PV Pipe: 15 FIXED PRESSURE LOSS DEVICE W -2.0 0.0 64.1 0.0 13.0 psi, 25.0 gpm M -2.0 0.0 51.1 0.0 Pipe: 16 -25.0 0.995 PL 20.00 PF 4.9 W -2.0 0.0 64.1 0.0 10.3 150 FTG TG PE 0.4 S -3.0 SRCE 69.4 (N/A) 0.168 TL 29.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.4 computer program 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 0.001 gpm and a maximum imbalance at any node of 0.007 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node S under full flow conditions is 87.25 psi compared to the minimum required pressure of 3.00 psi. (6) PIPE FITTINGS TABLE 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 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 SPRINKLER -- STEM HYDRAULIC ANALYSIS j Page 4 DATE: 10/25/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 4 PLAN.SDF JOB TITLE: CODORNIZ 4 PLAN ONE HEAD CALC 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 1.030 3.00 8.00 2.00 8.00 5.00 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 STEM HYDRAULIC ANALYSIS Page 5 DATE: 10/25/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 4 PLAN.SDF JOB TITLE: CODORNIZ 4 PLAN ONE HEAD CALC I~ s� p O p 3 O H Ga .H rn p p O N N N Q+ -ri O V M H CO z -p >A m a -p a, U" a W E-i 3 r N CD CDO O (D O O O p p O I O W \p N rI c���Ow axxw--aU)-1— p p Z) i i U) N O ro C, > 0 o w ro O x CD ("I ri N 1J U O O U) O � a N O O O z -- H a SPRINKLER OTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/25/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 4 PLAN.SDF JOB TITLE: CODORNIZ 4 PLAN ONE HEAD CALC WATER SUPPLY CURVE 96+ I I I 880\ I \ I \ I \ 80+ \ I \ I \ I \ 72+ \\ X \ I \ I \ P 64+ \ R I \ E I \ S I \ S 56+ \ U I \\ R I \ E I \ 48+ \ ( I \ P I \ S I \ I 40+ \ I \ I \ 32+ \ I \ I \ I \ 24+ \ I \ I 16+ LEGEND " I X = Required Water Supply " 69.42 psi @ 25.0 gpm " 8+ " 0 = Available Water Supply " 87.27 psi @ 25.0 gpm " I 0++-+---+----+-----+------+--------+---- 400 600 800 1000 1200 1400 <-20.0 psi @ 1500 gpm Flow Test Point ---+---------+-----------+ 1600 1800 2000 FLOW (GPM) tqL:L7 Worldwide I www.tyco-fire.com Contacts Rapid Response Series LF11 Residential 4.9 K-factor Concealed Pendent Sprinklers, Flat Plate Wet Pipe and Dry Pipe Systems General Description The TYCO RAPID RESPONSE Se- ries LFII Residential 4.9 K-factor Con- cealed Pendent Sprinklers (TY3596) are decorative, fast response, fus- ible solder sprinklers designed for use in residential occupancies such as homes, apartments, dormitories, and hotels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The flat profile of the cover plate provides the optimum aes- thetically appealing sprinkler design. In addition, the concealed design of the Series LFII Residential Concealed Pendent Sprinklers (TY3596) provides 1/2 inch (12,7 mm) vertical adjustment. This adjustment provides a measure of flexibility when cutting fixed sprinkler drops. The Series LFII Residential Concealed Sprinklers are intended for use in the following scenarios: • wet and dry pipe residential sprin- kler systems for one- and two-fam- ily dwellings and mobile homes per NFPA 13D • wet and dry pipe residential sprin- kler systems for residential occu- pancies up to and including four stories in height per NFPA 13R wet and dry pipe sprinkler systems for the residential portions of any occupancy per NFPA 13 IMPORTANT Alva, s refer to Technical Data Shoet TFP700 for the `INSTALLER WARNING' that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. The Series LFII Residential Concealed Pendent Sprinklers (TY3596) has been designed with heat sensitivity and wa- ter distribution characteristics proven to help in the control of residential fires and to improve the chance for occu- pants to escape or be evacuated. The Series LFII Residential Concealed Pendent Sprinklers (TY3596) are shipped with a Disposable Protective Cap. The Protective Cap is temporar- ily removed for installation, and then it can be replaced to help protect the sprinkler while the ceiling is being in- stalled or finished. The tip of the Pro- tective Cap can also be used to mark the center of the ceiling hole into plas- ter board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When the ceiling installation is complete the Protective Cap is removed and the Cover Plate Assembly installed. Dry Pipe System Application The Series LFII Residential Concealed Pendent Sprinklers offers a laboratory approved option for designing dry pipe residential sprinkler systems, whereas, most residential sprinklers are labora- tory approved for wet systems only. Through extensive testing, it has been determined that the number of design sprinklers (hydraulic design area) for the Series LFII Residential Concealed Pendent Sprinklers (TY3596) need not be increased over the number of de- sign sprinklers (hydraulic design area) as specified for wet pipe sprinkler sys- tems, as is accustomed for density/ area sprinkler systems designed per NFPA 13. Consequently, the Series LFII Residen- tial Concealed Pendent Sprinklers of- fer the features of non -water filled pipe in addition to not having to increase the number of design sprinklers (hy- draulic design area) for systems de- signed to NFPA 13, 13D, or 13R. Non - water filled pipe will permit options for areas sensitive to freezing. '® The Series LFII Residential Con- cealed Pendent Sprinklers (TY3596) described herein must be installed and maintained in compliance with this document and with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any authorities having ju- risdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number TY""RECEIVED NOV 2 7 2013 CI. Y OF Lt; QUINTA COMMUNITY DEVELOPMENT Page 1 of 6 APRIL 2013 TFP442 TFP442 Page 2 of 6 BODY SEALING (1/2" NPT) 1--- ASSEMBLY CAP ` - SPRINKLER WRENCHING AREA SADDLE EI r SUPPORT !� COMPRESSION CUP WITH ,/?17 SCREW ROLL FORMED J I THREADS I" LEVER GUIDE i PIN ; SOLDER LINK ELEMENT GUIDE PIN HOUSING DEFLECTOR (OPERATED DEFLECTOR - -1---� - POSITION) SPRINKLER/SUPPORT CUP ASSEMBLY THREAD INTO RETAINER SUPPORT WITH THREAD CUP UNTIL DIMPLES MOUNTING Q CD SURFACE IS FLUSH WITH CEILING EJECTION SPRING SOLDER COVER PLATE/RETAINER COVER TAB ASSEMBLY PLATE FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER (TY3596) _ 2-1/2" DIA. (63,5 mm) 1/2" N PT WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 2 W-TYPE 18 SPRINKLER WRENCH SPRINKLER - SUPPORT 01 IP ASSEMBI OPERATE SPRINKLE COVER PLATE RETAINE J___ 78 (22,r COVER- SPRINKLER- 2 MOUNTING 1-1/8" (28,6 RETAINER SUPPORT CUP 3/16" SURFACE ASSEMBLY ASSEMBLY (4,8 mm) 3-3/16" DIA. I { DISPOSABLE DEFLECTOR IN (81,0 mm) TIP PROTECTIVE CAP OPERATED POSITION FIGURE 3 RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER (TY3596) INSTALLATION DIMENSIONS/PROTECTIVE CAP/ACTIVATED DEFLECTOR 1/2" (12,7 mm) FACE OF THREADED SPRINKLER ADJUSTMENT FITTING 1 1-7/8"t1/4" (47,6 mm 1/8" GAP t6,4 mm) . (3,2 mm) Technical Data Approvals: UL and C-UL Listed. NYC Approved under MEA 44-03-E-2 NSF Certified to NSF/ANSI 61 The TYCO RAPID RESPONSE Series LFII Residential Concealed Pendent Sprinklers are only listed with the Se- ries LFII Concealed Cover Plates hav- ing a factory applied finish. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K=4.9 GPM/psi112 (70,6 LPM/bar'/Z) Temperature Rating: 160°F 71°C Sprinkler with 139°F 59°C Cover Plate Vertical Adjustment: 1/2 inch (12,7 mm) Finishes: Refer to Ordering Procedure section Physical Characteristics: Body ..................... Brass Cap ..................... Bronze Saddle ................... Brass Sealing Assembly ......... Beryllium Nickel w/ TEFLON Soldered Link Halves........ Nickel Lever .................... Bronze Compression Screw......... Brass Deflector.......... Copper or Brass Guide Pin Housing ......... Bronze Guide Pins ......... Stainless Steel or Bronze Support Cup ............... Steel Cover Plate .............. Capper Retainer .................. Brass Cover Plate Ejection Spring ........ .................. Stainless Steel Operation When exposed to heat from a fire, the Cover Plate, which is normally sol- dered to the Support Cup at three points, falls away to expose the Sprin- kler Assembly. At this point the De- flector supported by the Arms drops down to its operated position. The fus- ible link of the Sprinkler Assembly is comprised of two link halves that are soldered together with a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate allowing the sprin- kler to activate and flow water. Design Criteria The TYCO RAPID RESPONSE Series LFII Residential Concealed Pendent Sprinklers (TY3596) are UL and C-UL Listed for installation in accordance with this section. Note: When conditions exist that are outside the scope of the provided cri- teria, refer to the Residential Sprinkler Design Guide TFP490 for the manu- facturer's recommendations that may be acceptable to the authority having jurisdiction. System Types Per the UL Listing, wet,ripe and 'dry pipe systems may be utilized. Per the C-UL Listing, only wet pipe systems may be utilized. Refer to Technical Data Sheet TFP485 about the use of residential sprinklers in residential dry pipe systems. Ceiling Types Smooth flat horizontal, or beamed, or sloped, in accordance with the 2613 Edition of NFPA 13D, 13R, or 13 as applicable. Hydraulic Design (NFPA 13D and 13R) For systems designed to NFPA 13D or NFPA 13R, the minimum required sprinkler flow rates are given in Ta- bles A and B as a function of tem- perature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum re- quired discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. The number of "design sprinklers" specified in NFPA 13D and 13R for wet pipe systems is to be applied when designing dry pipe systems. Hydraulic Design (NFPA 13) For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Tables A and B as a function of temperature rating and the maximum allowable coverage area. • A minimum discharge of 0.1 gpm/ ft' over the "design area" comprised of the four most hydraulically demanding sprinklers for actual coverage areas protected by the four sprinklers. The number of "design sprinklers" specified in NFPA 13 for wet pipe sys- tems is to be applied when designing dry pipe systems. TFP442 Page 3 of 6 Dry Pipe System Water Delivery When using the Series LFII Residen- tial Concealed Pendent Sprinklers (TY3596) in dry pipe sprinkler systems, the time for water delivery must not ex- ceed 15 seconds for the most remote operating sprinkler. Obstruction to Water Distribution Sprinklers are to be located in accor- dance with the obstruction rules of NFPA 13D, 13R, and 13 as applicable for residential sprinklers as well as with the obstruction criteria described with- in the Technical Data Sheet TFP490. Operational Sensitivity. The sprin- klers are to be installed relative to the ceiling mounting surface as shown in Figure 3. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A or B) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). The Series LFII must not be used in applications where the air pressure above the ceiling is greater than that below. Down drafts through the Sup- port Cup could delay sprinkler opera- tion in afire situation. TFP442 Page 4 of 6 WET PIPE SYSTEM Minimum Flow and Residual Pressure (".°t Maximum Coverage Maximum Spacing P g Ordinary Temp. Rating Minimum Area �°l Ft. x Ft. Ft' 160°F (71°C) Deflector to Installation Spacing Flow Pressure (m x m) (m) Ceiling Type Ft. GPM PSI (m) (L/min) (bar) 12 x 12 12 13 7.0 Smooth (3,7 x 3,7) (3,7) (49,2) (0,48) Ceilings 7/8 to 1-1/8 14 x 14 14 13 7.0 inches (4,3 x 4,3) (4,3) (49,2) (0,48) Beamed Ceilings per NFPA 13D or Concealed 8 (2,4) 16 x 16 (4,9 x 4,9) 16 (4,9) 13 (49,2) 7.0 (0,48) 13R, or 13. Installed in 18 x 18 18 17 12.0 beam (5,5 x 5,5) (5,5) (64,3) (0,83) 7/8 to 1-1/8 inches below bottom of 20 x 20 20 20 16.7 (6,1 x 6,1) (6,1) (75,7) (1115) beam (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design under the Design Criteria section. (c) For NFPA 13 residential applications, the greater of 0.1 gpm/ft' over the design area of the flow in accordance with the criteria in this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9 K-FACTOR FLAT -PLATE CONCEALED PENDENT SPRINKLER (TY3596) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEM Minimum Flow and Residual Pressure In,°t Maximum Coverage Maximum Spacing Ordinary Temp. Rating Minimum Areal": Ft, x Ft. Ft. 160°F (71°C) Deflector to Installation Spacing Flow Pressure (m x m) (m) Ceiling Type Ft. GPM PSI (m) (L/min) (bar) 12 x 12 12 13 7.0 Smooth (3,7 x 3,7) (3,7) (49,2) (0,48) Ceilings 7/8 to 1-1/8 14 x 14 14 14 8.2 inches (4,3 x 4,3) (4,3) (53,0) (0,57) Beamed Ceilings per NFPA 13D or Concealed 8 (2,4) 16 x 16 16 15 9.4 4,9 x 4,9 ( ) (4,9) (56,8) (0,65) 13R, or 13. Installed in 18 x 18 18 18 13.5 beam (5,5 x 5,5) (5,5) (68,1) (0,93) 7/8 to 1-1/8 inches below bottom of beam 20 x 20 20 21 18.4 (6,1 x 6,1) (6,1) (79,5) (1,27) (a) For coverage area dimensions less than or between those indlcated, use the minimum required flow for the next highest coverage. area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer -to Hydraulic Design under the Design Criteria sectlon. (c) For NFPA 13 residerskial applications, the greater of 0.1 gpm/ft' over the design area of the flow in accordance with the criteria in this table must be used. TABLE B DRY PIPE SYSTEM RAPID RESPONSE SERIES LFII RESIDENTIAL 4.9 K-FACTOR FLAT -PLATE CONCEALED PENDENT (TY3596) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA Installation The TYCO RAPID RESPONSE Series LFII Residential Concealed Pendent Sprinklers (TY3596) must be installed in accordance with this section. General Instructions Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the support cup only (i.e., do not apply pressure to the fusible Link Assembly). A 1/2 inch NPT sprinkler joint should be obtained with a minimum to maxi- mum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque may distort the sprinkler inlet with conse- quent leakage or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in the Cover Plate/Retainer Assembly by under -or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be in- stalled in the pendent position and with the centerline of the sprinkler per- pendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap- plied to the pipe threads, and using the W-Type 18 Wrench shown in Figure 2, install and tighten the Sprinkler/Sup- port Cup Assembly into the fitting. The W Type 18 Wrench will accept a 1/2 inch ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protec- tive Cap helps prevent damage to the Deflector and Guide Pins during ceil- ing installation and/or during applica- tion of the finish coating of the ceil- ing. It may also be used to locate the center of the clearance hole by gen- tly pushing the ceiling material against the center point of the Cap. Note: As long as the protective Cap remains in place, the system is consid- ered to be "Out Of Service". Step 5. After the ceiling has been completed with the 2-1/2 inch (63 mm) diameter clearance hole and in prep- aration for installing the Cover Plate Assembly, remove and discard the Protective Cap, and verify that the De- flector moves up and down freely. If the Sprinkler has been damaged and the Deflector does not move up and down freely, replace the entire Sprin- kler assembly. Do not attempt to modi- fy or repair a damaged sprinkler. Step 6. Screw on the Cover Plate As- sembly until its flange comes in con- tact with the ceiling. Do not continue to screw on the Cover Plate Assembly such that it lifts a ceil- ing panel out of its normal position. If the Cover Plate Assembly cannot be engaged with the Mounting Cup or the Cover Plate Assembly cannot be engaged sufficiently to contact the ceiling, the Sprinkler Fitting must be repositioned. Care and Maintenance The TYCO RAPID RESPONSE Se- ries LFII Residential Concealed Pen- dent Sprinklers (TY3596) must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the prop- er authorities and all personnel who may be affected by this action must be notified. Absence of a Cover Plate may de- lay the sprinkler operation in a fire situation. When properly installed, There is a nominal 1/8 inch (3,2 mm) air nap be- tween the lip of the Cover Plate and the ceiling, as shown in Figure 3. This air gap is necessary for proper op- eration of the sprinkler by allowing heat flow from a fire to pass below and above the Cover Plate to help as- sure appropriate release of the Cover Plate in a fire situation. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does not seal off any of the air gap. Factory painted Cover Plates must not be repainted. They should be re- placed, if necessary, by factory paint- ed units. Non -factory applied paint may adversely delay or prevent sprin- kler operation in the event of a fire. Do not pull the Cover Plate relative to the Enclosure. Separation may result. Sprinklers which are found to be I-3ak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied or over heated sprinklers must be replaced. TFP442 Page 5 of 6 Care must be exercised to avoid dam- age -before, during, and after installa- tion. Sprinklers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devic- es in compliance with this document, as well as with the applicable stan- dards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any other authori- ties having jurisdiction. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. The owner must assure that the sprin- klers are not used for hanging any ob- jects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non - operation in the event of a fire or inad- vertent operation may result. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national codes. TFP442 Page 6 of 6 Ordering) Procedure When placing an order, indicate the full product name. Contact your local distributor for availability. Sprinkler Assembly: Series LFII (TY3596), K=4.9, Resi- dential Concealed Pendent Sprin- kler without Cover Plate Assembly, P/N 51-112-1-160 Cover Plate Assembly: Cover Plate Assembly having a (spec- ify) finish for the Series LFII (TY3596), K=4.9, Residential Concealed Pendent Sprinkler, P/N (specify) Ivory (RAL1015) ........... P/N 56-202-0-135 Beige (RAL1001)........... P/N 56-202-2-135 Pure White (b) (RAL9010) ... P/N 56-202-3-135 Signal White (a) (RAL9003) .. P/N 56-202-4-135 Grey White (RAL9002) ...... P/N 56-202-5-135 Brown (RAL8028).......... P/N 56-202-6-135 Black (RAL9005) .......... P/N 56-202-7-135 Brushed Brass............ P/N 56-202-8-135 Brushed Chrome .......... P/N 56-202-9-135 Custom Paint ............. P/N 56-202-X-135 (a) Previously known as Bright White. (b) Eastern Hemisphere sales only. Note: All Custom Cover Plates are painted us- ing Sherwin Williams Interior Latex Paint. Contact TYCO Customer Service with any questions re- lated to custom orders. Sprinkler Wrench: Specify: W-Type 18 Sprinkler Wrench, P/N 56-000-1-265 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 Copyright © 2012 Tyco Fire Products, LP. All rights reserved. rEr TEFLON is trademark of The DuPont Corporation. ��� C17 Worldwide www.tyco-fire.com Contacts RAPID RESPONSE Series LFH Residential Sprinklers 4.9 K-factor Pendent Wet Pipe and Dry Pipe Systems General Description The TYCO RAPID RESPONSE Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) are deco- rative, fast response, frangible bulb sprinklers designed for use in residen- tial occupancies such as homes, apart- ments, dormitories, and hotels. When aesthetics and optimized flow charac- teristics are the major consideration, the Series LFII Residential Sprinklers (TY2234) should be the first choice. The Series LFII Residential Sprinklers are intended for use in the following scenarios: • wet and dry pipe residential sprin- kler systems for one- and two-family dwellings and mobile homes per NFPA 13D • wet and dry pipe residential sprinkler systems for residential occupancies up to and including four stories in height per NFPA 13R • wet and dry pipe sprinkler systems for the residential portions of any occupancy per NFPA 13 The recessed version of the Series LFII Residential Sprinklers is intended for use in areas with finished ceilings. It employs a two-piece Style 20 Recessed Escutcheon. The Recessed Escutcheon provides 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush ceiling position. The adjustment provided by the Recessed IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Escutcheon reduces the accuracy to which the pipe drops to the sprinklers must be cut. The Series LFII Residential Sprinklers have been designed with heat sensi- tivity and water distribution charac- teristics proven to help in the control of residential fires and to improve the chance for occupants to escape or be evacuated. Dry Pipe System Application The Series LFII Residential Pendent and Recessed Pendent Sprinklers offers a laboratory approved option for designing dry pipe residential sprinkler systems, whereas, most residential sprinklers are laboratory approved for wet systems only. Through extensive testing, it has been determined that the number of design sprinklers (hydraulic design area) for the Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) need not be increased over the number of design sprinklers (hydraulic design area) as specified for wet pipe sprinkler systems, as is accustomed for density/ area sprinkler systems designed per NFPA 13. Consequently, the Series LFII Residential Sprinklers offer the features of non -water filled pipe in addition to not having to increase the number of design sprinklers (hydraulic design area) for systems designed to NFPA 13, 13D, or 13R. Non -water filled pipe will permit options for areas sensitive to freezing. '® The Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) described herein must be installed and maintained in compliance with this document and the applicable stan- dards of the National Fire Protection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the perfor- mance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number (SIN) TY2234 Page 1 of 6 APRIL 2013 TFP4OO TFP400 Page 2 of 6 7/16" (11,1 mm) 1/2" ESCUTCHEON Components: NOMINAL NPT PLATE SEATING 2-7/8" DIA. 1 - Frame MAKE -IN SURFACE (73,0 mm) !� 2 -Button 3- Sealing Assembly 1 4- Bulb 5 -Compression 2 Screw 2-1 /4" 6- Deflector* 3 } (57,2 mm) 4 1-5/8" (41,3 mm) WRENCH STYLE 20 l FLATS RECESSED *Temperature 5 ESCUTCHEON rating is * t indicated on 6 Deflector. CROSS SECTION PENDENT RECESSED PENDENT FIGURE f RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) 7/16f1 /8" (11,1±3,2 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE 2-7/8" DIA. (73,0 mm) 1/2" (12,7 mm) 2-1/4" DIA. 1/4" (6,4 mm) (57,2 mm) MOUNTING CLOSURE TY2234 PLATE 1/8" (3,2 mm) 1-3/8" (34,9 mm) 1-1 /8" (28,6 mm) FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT SPRINKLER (TY2234) Technical Data Approvals LIL Listed for use with wet pipe and dry pipe systems C-UL Listed for use only with wet pipe systems NSF Certified to NSF/ANSI 61 For details on these approvals, refer to the Design Criteria section. Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K=4.9 GPM/p il/2 (70,6 LPM/bar1i2) Temperature Rating 155°F (68°C) or 175°F (79°C) Finishes Natural Brass Pure or Signal White Chrome Plated Physical Characteristics Frame .................... Brass Button ...................Copper Sealing Assembly ........ Beryllium Nickel w/TEFLON Bulb (3 mm) ................ Glass Compression Screw ........ Bronze Deflector ................. Bronze Ejection Spring ...... Stainless Steel WRENCH RECESS (END "A" USED FOR TY2234) FIGURE 3 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS t PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W-TYPE 7 RECESSED SPRINKLER WRENCH Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and flow water. Design Criteria The TYCO RAPID RESPONSE Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) are UL and C-UL Listed for installation in accordance with this section. Residential Sprinkler Design Guide When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be acceptable to the local authority having jurisdiction. System Types Per the UL Listing, wet pipe and dry pipe systems may be utilized. Per the C-UL Listing, only wet pipe systems may be utilized. Refer to Technical Data Sheet TFP485 for the use of residential sprinklers in residential dry pipe systems. Ceiling Types Smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R, or 13 as applicable. Hydraulic Design (NFPA 13D and 13R) For systems designed to NFPA 13D or NFPA 13R, the minimum required sprinkler flow rates are given in Tables A and B as a func- tion of temperature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. The number of "design sprinklers" specified in NFPA 13D and 13R for wet pipe systems is to be applied when designing dry pipe systems. Hydraulic Design (NFPA 13) For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraullcally demanding sprinklers. The minimum required discharge from each ❑f the four sprinklers is to be the greater of the following: • The flow rates given in Tables A or B as a function of temperature rating and the maximum allowable coverage area. • A minimum discharge of 0.1 gpm/ft2 over the "design area" comprised of the four most hydraulically demanding sprinklers for actual coverage areas protected by the four sprinklers. The number of "design sprinklers" specified in NFPA 13 for wet pipe systems is to be applied when designing dry pipe systems. Dry Pipe System Water Delivery When using the Series LFII Residential Sprinklers (TY2234) in dry pipe sprin- kler systems, the time for water delivery must not exceed 15 seconds for the most remote operating sprinkler. Obstruction to Water Distribution Sprinklers are to be located in accor- dance with the obstruction rules of NFPA 13D, 13R, and 13 as appli- cable for residential sprinklers as well as with the obstruction criteria described within the Technical Data Sheet TFP490. Operational Sensitivity Sprinklers are to be installed with a deflector -to -ceiling distance of 1-1/4 to 4 inches. Sprinkler Spacing The minimum spacing between sprin- klers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Table A or B) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). TFP4OO Page 3 of 6 Installation The TYCO RAPID RESPONSE Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) must be installed in accor- dance with this section: General Instructions Do not install any bulb type sprin- kler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diam- eter of the air bubble is approximately 1/16 inch (1,6 rnm). A leak -tight 1/2 inch NPT sprinkler joint should be obtained by applying a minimum -to -maximum torque of 7 to 14 ft.-Ibs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprin- kler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in an Escutcheon Plate by under- or over - tightening the sprinkler. Re -adjust the position of the sprinkler fitting to suit. Series LFII Residential Pendent Sprinklers The Series LFII Residential Pendent Sprinklers must be installed in accor- dance with the following instructions. Step 1. Install pendent sprinklers in the pendent position with the deflector parallel to the ceiling. Step 2. With pipe thread sealant applied to the pipe threads, hand - tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Series LFII Residential Recessed Pendent Sprinklers The Series LFII Residential Recessed Pendent Sprinklers must be installed in accordance with the following instructions. Step A. Install recessed pendent sprinklers in the pendent position with the deflector parallel to the ceiling. Step B. After installing the Style 20 Mounting Plate over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand - tighten the sprinkler into the sprinkler fitting. (Continued on Page 5) TFP400 Page 4 of 6 WET PIPE SYSTEM Minimum Flow and Residual Pressure(b, c) Max. Coveragge Ordinary Temp. Rating Intermediate Temp. Rating Minimum Area (a) 155°F (68°C) 175°F (79°C) Deflector to Installation Spacing Flow Pressure Flow Pressure Ft. x Ft. Ceiling Type Ft. (m x m) GPM PSI GPM PSI (m) (L/min) (bar) (L/min) (bar) 12 x 12 13 7.0 13 7.0 Smooth (3,7 x 3,7) (49,2) (0,48) (49,2) (0,48) Ceilings 1-1/4to 14x14 (4,3 x 4,3) 13 (49,2) 7.0 (0,48) 13 (49,2) 7.0 (0,48) 4 inches Beamed Recessed using Style 20 16 x 16 13 7.0 13 7.0 Ceilings per Escutcheon or 8 (4,9 x 4,9) (49,2) (0,48) (49,2) (0,48) NFPA 13D or 13 3 non -recessed per NFPA 13D, 13R, or 13 (2,4) 18 x 18 17 12.0 17 12.0 (5,5 x 5,5) (64,3) (0,83) (64,3) (0,83) 1-1/4 t1 1-3/4 inches below bottom of 20 x 20 20 16.7 20 16.-7 (6,1 x 6,1) (75,7) (1,15) (75,7) (1,15) beam. (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design under the Design Criteria section. (c) For NFPA 13 residential applications, the greater of 0.1 gpm/ft2 over the design area of the flow in accordance with the criteria in this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEM Maximum Minimum Flow and Residual Pressure(b, c) Coverage Ordinary Temp, Rating Intermediate Temp. Rating Area (a 155°F (68°C) 175°F (79°C) Minimum Ft. x Ft. Deflector to Installation Spacing (m x m) Flow Pressure Flow Pressure Ceiling Type Ft. GPM PSI GPM PSI (m) (L/min) (bar) (L/min) (bar) 12 x 12 13 7.0 13 7.0 Smooth (3,7 x 3,7) (49,2) (0,48) (49,2) (0,48) Ceilings 14x14 14 8.2 14 8.2 1-1/4to 4 inches (4,3 x 4,3) (53,0) (0,57) (53,0) (0,57) Recessed Beamed using Style 20 16 x 16 15 9.4 15 9•4 Ceilings per Escutcheon or 8 (4,9 x 4,9) (56,8) (0,65) (56,8) (0,65) NFPA 13D non -recessed (2,4) or 13R Per NFPA 13D, 18x18 18 13.5 18 13.5 13R,or13 (5,5 x 5,5) (68,1) (0,93) (68,1) (0,93) 1-1A to 1-3/4 inches below 20 x 20 21 18.4 21 18.4 bottom of (6,1 x 6,1) (79,5) (1,27) (79,5) (1,27) beam. (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design under the Design Criteria section. (c) For NFPA 13 residential applications, the greater of 0.1 gpm/ft2 over the design area of the flow in accordance with the criteria in this table must be used. TABLE B DRY PIPE SYSTEM SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA Step C. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 4). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Step D. After the ceiling has been installed or the finish coat has been applied, slide on the Style 20 Closure over the Series LFII Residential Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance The TYCO RAPID RESPONSE Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) must be maintained and serviced in accordance with this section: Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprinklers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; other- wise, non -operation in the event of a fire or inadvertent operation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustlon, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers - before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section.) The owner is responsible for the inspection, testing, and mainte- nance of their fire protection system and devices in compliance with this document, as well as with the appli- cable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authorities having jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are recommended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assembly Specify: Series LFII (TY2234), K=4.9, Residential Pendent Sprinkler, (specify) temperature rating, (specify) finish, P/N (specify). 155°F(68"C) Natural Brass .............. P/N 51-201-1-155 Pure White (RAL 9010)' ......P/N 51-201-3-155 Signal White (RAL 9003) .....P/N 51-201-4-155 Chrome Plated.............P/N 51-201-9-155 175°F (79°C) Natural Brass .............. P/N 51-201-1-175 Pure White (RAL 9010)* ......P/N 51-201-3-175 Signal White (RAL 9003) .....P/N 51-201-4-175 Chrome Plated.............P/N 51-201-9-175 'Eastern Hemisphere sales only. Recessed Escutcheon Specify: Style 20 Recessed Escutcheon with (specify') finish, P/N (specify'). 'Refer to Technical Data Sheet TFP770. Sprinkler Wrench Specify: W-Tvpe 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. TFP400 Page 5 of 6 TFP400 Page 6 of 6 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright ® 2013 Tyco Fire Products, LP. All rights reserved. t boo TEFLON is trademark of The DuPont Corporation. "� PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALIMESA CANYON LAKE C OAC H E LLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO JURUPA VALLEY LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY NORCO PALM DESERT PERRIS RANCHO MIRAGE RUBIDOUx CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: KEVIN JEFFRIES DISTRICT 1 JOHN TAVAGLIONE DISTRICT 2 JEFF STONE DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 —RIVERSIDE COUNTY FIRE _ )EPARTMENT IN COOPERATION WITH THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 • Fax (760) 863-7072 www.rvcfire.org February 27th,2014 Simons Fire Protection Re: Residential Fire Sprinkler Plan Review LAQ-I4-RS-014, Codorniz Lot#8 80-025 Silver Sage Lane, La Quinta, CA The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department Planning & Engineering personnel and are approved with the following conditions. A minimum of three spare fire sprinklers of each type and temperature rating along with a sprinkler wrench should be located in a spare cabinet at the system riser or other approved location. Permanently marked identification signs shall be attached to all control valves. A warning sign, with minimum '/4 inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire sprinkler system, such as water softeners, filtration systems, and automatic shut-off valves, shall not be added to the system without a review of the fire sprinkler system by a fire protections specialist. DO NOT remove this sign. 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 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 Hetrick, Kohl@CALFIRE Subject: 4. LAQ-I4-RS-014 - CODORNIZ/ LANTANA P4 - RES SPK FINAL Location: 80025 SILVER SAGE LANE, LOT 8, LA QUINTA Start: End: Recurrence: Organizer: Rep. Name: Lu Phone#: Mon 8/31/2015 8:00 AM Mon 8/31/2015 9:00 AM (none) Hetrick, Kohl@CALFIRE Co. Name: Symons Fire Cell#: 760-574-8298 CrossSt: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour j 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 Overhead rough piping UST/AST TANK Overhead hydro I Installation UG flush / OK to connect Removal Main drain/Inspect. Test Emer enc shut off High pile storage Primary i in In-racksprinklers 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 Buildina 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 Hetrick, Kohl@CALFIRE Subject: LAQ-I4-RS-014 - CODORNIZ - OH HYDRO/ROUGH Location: 80025 SILVER SAGE LANE, LOT 8, LA QUINTA Start: Mon 3/30/2015 2:00 PM End: Mon 3/30/2015 2:30 PM Recurrence: (none) Organizer: Hetrick, Kohl@CALFIRE Rep. Name: LUPE Co. Name Phone#: Cell#: 760-574-8298 SYMONS FIRE CrossSt: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rough -wire inspection Under round rough Function test Underground hydro Duct detectors/velocitv 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 pipings UST/AST TANK X Overhead hydro 5 Installation UG flush / OK to connect Removal Main drain/Inspect. Test Emergency shut off High pile storage Primary in In-racksprinklers Secondary 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 Riverside County Fire Department ,, Fire Protection Planning Section bLa Riverside Office: 2300 Markel St, Ste. 150, Riverside, CA 92501 Ph. (951) 955-4777 Fax (951) 955-4886 Murrieta Office: 39493 Los Alamos Rd., Ste A, Murriela, CA 92563 Ph. (951) 600-6160 Fax (951) 600-6164 Palm Desert Office: 77-933 Las Montanas Rd , * 201 Palm Desert, CA 92211-4131 Ph. (760) 863-8886 (760) 863-7072 Date: To: LA QUINTA B&S Fax: Tract/Parcel Map #: Permit/Lot #: Job Site Address: Fire Department Clearance/Release CODORNIZ / VERBENIA - LOT #8 LAQ-14-RS-014 80025 SILVER SAGE I ANF LA QUINTA XX Final For Recordation - RESIDENTIAL FIRE SPRINKLER Release For Building Permit(s) Shell Final Only (No Tenant) XX 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. Z��w xc-:�:- Authorizing Signature For Release KOHL HETRICK Print Name Form C — Revised 6/19/2014 Riverside County Fire Dep..ment Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 -- Fax: (951) 955-4886 PLAN REVIEW FORM 8 New ❑ Re -Submittal # Permit No. LAD -I Li - IzS --D I Project Information (Please Print) ❑ As-builts ire Protection Planning Palm Desert Office: 77-933 Las Montanas Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 - Fax: (760) 863-7072 Office Use Only RECEIVED FEB 13 2014 RI\IERSIDE COUNTY FIRE PROTECTION PLANNING P4L�far s i6,8�iV`88... Project Name: CODORNIZ — pL-(�)4' Z� read and u e land that Fire Dept. fees are 80-025 Silver Sage Ln. (Plan P4) Lot 8 Deposit B ed F s there may be additional Address: -oney pri t or er project final. City & Zip La Quinta 92253 Contact Information CONTACT PERSON: Tom Stalnecker Mailing Address: PO Box 6089 City & Zip La Quinta 92248 Sign. 1' ►/J.0 Print: honKas C. Stalnecker Billing Information ❑ Some as Contact Info BILL TO: RJT Homes-Codorniz LLC Mailing Address: PO Box 6089 City & Zip La Quinta 92248 Phone No.: 760 989-7163 Fax: 760 564-3482 Phone No.: 760 564-3470 Fax: 760 564-3482 Email: tom@rjthomes.com Email: jamie@rjthomes.com 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. Plan Review Type (Check appropriate items) ❑ Commercial ❑ Industrial 111 Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ( New / Existing ) ❑ High Fire Area 1001 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: ❑ Underground Water Storage Tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground Office Use Oniv Fee Paid: �L Called for Pick -Up Reviewed by: Date: a7 f By: Date Paid: of/1311�� PC Review Date: Picked-U Check#: 250z3 ❑ Approved ❑ Denied Y Date: B Tip Received By: J Plans Stamped: IKYes ONO Shipped By / Method Letter Attached: ®Yes ❑No Receipt#(OCR) 5- Job Card Included: ®Yes ONO , / x %) 1228 7ir� BF ❑DBF t Form 1 — Revised 7/25/2012 Visit us at www.rvcfire.or