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LAQ-14-RS-013 Codorniz Plan 2ADDITIONAL 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 P24 Type: BUILDING RESIDENTIAL Subtype: DWELLING - SINGLE FAMILY ATTACHED Status: FINALED Applied: 11/20/2014 AZA Parcel No: 777450007 Site Address: 80028 SILVER SAGE LN LA QUINTA,CA 92253 Approved: 11/25/2014 PJU Subdivision: TR 32070 Block: Lot: 7 Issued: 11/26/2014 PJU Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 10/7/2015 kki Valuation: $109,844.60 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 1655 SF DWELLING - PLAN P24, LOT 7 [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-013. FINANCIAL INFORMATION Printed: Wednesday, February 28, 2024 2:31:09 PM 1 of 7 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1236 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 2:31:09 PM 2 of 7 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1236 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 $507.69 $507.69 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA Total Paid for NEW CONSTRUCTION PERMIT: $507.69 $507.69 Printed: Wednesday, February 28, 2024 2:31:09 PM 3 of 7 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1236 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $990.06 $990.06 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA Total Paid for NEW CONSTRUCTION PLAN CHECK: $990.06 $990.06 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 2:31:09 PM 4 of 7 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1236 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 SLAB KKI 12/23/2014 12/23/2014 APPROVED post tension 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 ROUGH PLBG KKI 4/22/2015 4/22/2015 APPROVED DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY SMI - RESIDENTIAL 101-0000-20308 0 $14.28 $14.28 11/25/14 R2996 25812 CHECK RJT HOMES CODORNIZ AZA Total Paid for STRONG MOTION INSTRUMENTATION SMI: $14.28 $14.28 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:$11,109.41 $11,109.41 Printed: Wednesday, February 28, 2024 2:31:09 PM 5 of 7 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1236 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 10/7/2015 LUIS URIBE CERTIFICATE OF OCCUPANCY BRES2014-1236 - CERTIFICATE OF OCCUPANCY.pdf 0 BOND INFORMATION 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 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 DRYWALL NAIL JFU 5/11/2015 5/11/2015 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 PUBLIC WORKS FINAL JPE 9/24/2015 9/24/2015 APPROVED PW Final 80028 SilverSageLane 0930 to 0945Site 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 2:31:09 PM 6 of 7 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1236 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED IMAGE 9/24/2015 JIM PETERS Permit fir 80028 Silver Sage Lane.JPG Permit fir 80028 Silver Sage Lane.JPG 0 Printed: Wednesday, February 28, 2024 2:31:09 PM 7 of 7 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1236 General Description TMTV!00'S I0 RESPONSE w LFN FlomIdantial Rat-PIVD ConeblJod NrKler4 SpKirkIsim 1T Y9 - ! are dt3cm- 04. f t ref 0,''rsim? ZOR"i r wsn- �tidr� oLEi Sint as h'Iwrzis, ar r'm4or' w, and . osals the sprinklier erail �- n t ear thin z0lri The 0.0ie tial Irm and to impMve do dwC*tof 0L_,'QUPWtS to Mape or bs OVWust� 7ho l ei 11 R slpcntlal Ho -aft Con.c*910d Pendant 3011KIOrd IW. shipped *A4tS A Di'sp tale F'rolecmve >p, The Protecilve Cap pmteicts the I�WI*Iw dud"lrm9n, A c'eI hin n [i%iwn- plew InLs pmtoo cap is r 'rou'aLd and 2-4 0ovar PMe/Remi lw Ampem- ❑ly le Irratildle 1. Rorrovirlg the - tiva Cap is squimd for proper 4py1nkIPe rlararao�. �r � y�i�rtf A IItI�r� CODCANf = L4 PINTA/ CALIFNIA RJT HOMES—C:ODORNIZ, LLC 1245 EaA5T UNIVERSITY DRIVE PHOENiX, AZ 85034 of ttxs cover PWO @r raitlrs tho oplunw tfr Daily Eira j Pri laP Ti19 yprieS LFIi I� dd life/ R044I a 7,is on�ra�r is rmp*nsJ+bv t,^ rn*Y�slnw Aft tN I� , t� oar* dsw9h ofim i;w 1. I�r�4iei Flit-Pd i err- OWWA"d i�rA a�prLinkl+ offers a UpWaved OO fW Ll sorl. 4rg' r+ � f"XWOW6 m ittid do - g/! � j7� C � i}�Y�IiILbPW. 77* I3d �4 I�1 r rW� l 1 ifth 02,7 frr�ti'dar'Lrral r tMUM This dry pIpa re mfiel Wnklar tea• is, whoreas, -moat reci3 itW rirt- Lrr 9W02Frrx Ovataaror rmnu_ kicturaar-€hmildbar =71 d d wjffi � r {cs T provides a rra Lim Of 4! klA rs mre llb ratry OGv ter wet �ffii&r9?3 9r7}y, � s. iEAIRY' sn her! �g S94 >I r Idir � Th h SA*nWA, tW8ffit` a, t h{ ', ', rinkleir The Pit LFII R�bl rill al FI -plate aalzd P r't Sorkibm In- I d&d Isar useir1 tht-ti1mv ng "tonA-, dei3 in"a t 30 �LJ Er �t ors dMA I LF [�} 1�1 rtb or the Id ntffi,s it wet ark dwy pip reVidontial snr1- ce*ad SPenWera l'Y2W need M*tb4 Humber . (SIN) %W �sy� oms faf mo- ma Tvm m- ncimiE omr the rr�,rrrll r of d"grr I y d*&Rlgg;� atld 1i6 ftmas W rorlr mart Jvdmullc d ip are set- TY26rs NFPA 7ID Ned for WA p,5r7ri;tklf s.t, Sr' r .t arrrt dry pipe rrit1tai sprirl- Wsttarr ry or dansityAreQ girrpt1.91• tye,6M diftipined �_W NPPA IS, 1 . kfor systanea for aidarOtl Wcv- W 11R. Wnam up to aN lmowdrM toar s 0 N'jht NFPA 1$ IaLL=squently, the. Sw�w LF11 r 104L7- f per • vmt sr)d dry pipe sprInklar t4" tW fgv-Pi l; )no"a4 Srlttkiara a- tar INS roisiderrtltal portions of *Pry lil sr 1J 1� � �) plot iel add� � n� Pon to t€ nu b• vfd n F*nK rs Tho erl" i..Fll Fi�Ildst'Lt Pal SprinW gh ydrautic dasA' n ;tree} for ayr"OnU da_ traave b e grt wfth heat a�r� �r ��rr�gfp t yl�13, 13f), or 18R. Non. 14v orator iaroven to help In the) control of "&kWn r tllial opo W14 p atilt kris far e t tag PoWnar gw�, ",',.�„�, , ��rii LIMRoaldorSad -pfoft - the INSTALLER CommisdPandwit 3 rin.fiews h mapact toe !fs*N'd a>=r l- ffwo a' Pin CJD P'r Reel 110' th a+vd 'otbn of sprMklar Av. terra- Taft and ft1 �xa ppffae a %sta d 3 dv �aonserts. Impropw harisdfifw Grad in- VM Ai* and 1,� sterol a ` vain can rmgft oat d"Po a t ft-St� r s ofar7 u- c�srFtli !rf ,ab`di#Han Ira .the •&ts,� r�1LtL yaa�- rtts t t ita� + ,iarPr s lTasch°rl� ktrlsd7ciicr.. Fairura tc cl� rr frr:r �: k ar7 td�Pa if do �*y impair, rho nberrs r oa of #�t�ar#s �r�rb�.r,;h`�iy ii CIffi1�• t 1 of 6 A"11111. 2,012 TF044* PLAN T-r-PE AVAiLA5LE psi 'a 5OURCIE TOTAL DEi"iAND psi SZE01 2 81.2 psi 64.5 psi -a 4 5�. psi `i 1 p5 T 0 313 I=== e— A I (—I �I LT I(7)MO-) T=Rc�)V f IDEID, 14N' ' FLAN T y:. 13F a1V i"1010 wNvW,ly00-1Ift4Q4,f0 C"w RAPID RESPONSS Serlev LF11 Residential Sprinklers Wr9 X-factor Pendent Wet Pipe and Dry Pipe Systems ° � ' F-watch', ar+ rar= tlw sact:rzoy . yxh1c�l tho, pipe Arope to #bras q3driwrl 0"Cription MUM bib Wt il9 l T e,' I�A'dI] RF�POi� E Seri The 6 LPR1 ResiTJbra'tiai 30 have been d l atl emir h --al- L F11 Rewdonfill Pendarg Gild Ids ti vlty 4nd war dkieribudar, charw- POMOOM Sp4riftrs STY 34) MG tLsrlgti� prevon laIrt shay �ntm. radve, fmt r pon , fTe n tAs bug'. of r ilintiW fir t tt3 itnpro%v the spritsh4em deslg reed t-w us* n rainldan• vh&yA foe f, zouipmats J* ape or bz Pal 00mgWollas such as fWwn0a, �. Wt. lavac-uat*d, mont% dormlital , �s d Nr *lei. Thar el r t1r and oplirrized ftw onafao-' Dry Est" S~ scLta ,6ristl am th* rnalor Th-s S@rtia LFII R it fHlRl rPonowl ,he Serlas LFII Aeigdeqtl l Ssrl nlslem and Rommead Pandant *S dr xl !.TV2,234%1 should bis the utt&3'a 6 laborstuty amovad *ivn fvr Tl LFiI I r?iB I 1rlrtRl ionoo dr" P r amw I*r* rix al o Iritrpndelt 'ice' Ueei In tN� °R vE l rWsrir ara ! t u r d�#dr i } Ong r+ i fire �r Sri y m and l eit*Ma only. dKkn in pn.%ow opereti p wndXar:. • wet and dry pipe mskAing6I sprin•• Ider �yaAenw for om - anJ twc l)f T1,,roi.4hr nwva teftng, k Nablaft 'rfirecfte or wrr#'>' ahoWd bo t hated MR,, dwollira and rri0rl•a horn Abl' N FPA 1 dgteff it d ZhAt tho rlEsrr r of ds-n sprink re flr� drai,lir, n ar )far nyquamm aD • �:* ae6bi t.Fll RrsildmMlal F1mndwtdMd R(o4&6&Gd PWOOM PdOftr* ('rY22$ 4) Sprinkler wat se, td till+ pipe rtsldan1w'sprfr** Gy ms ar r"dvotlal oaeupmrwiau up to And ludlrg tkrr #Ior4c 1r1 navelINOt] irl G a r tl 9r�s of diWQA spruWars #)ydM#V ski fi aa3 %W11 dWet pipe ion helght er NFPA 13 Alumberi IN Cp�s�rc�sy�r+iI +"� ano dr fDfInklof "tw 00d r t ttv5 rasitf rlt l r17or;a r8 y NF'f�A 13, rM34 cOGUp4ncy Mr idFPA 1S O�arr ra�rrtlY', tf1� sari 1 �1l Th* & b %rsion of t Matt I d. LRI FlitHemW Sprinklers Is intmrW*4 Pr P* IrRh30r�e ni text ell p in a cor of 1 W-VI�€ ill , Tier u in a s WM'Ar h�J 00111 rim Isbvlr� Ic ir3cr'e'�•I� nur�r�r of It Ott ks � � tL+i#- la�s�r 1s ) p P y I t s n. Tl�� psi d rinWerS &r�ulI0 ' 1 rl €aldfl E 9.rtoh,aon pro 1V4 Inch � am riot lGr 1 ila T4 A 12, 1 0, sai 13R. N'*fl-watfr Mad PI;M rn 'Vr&c.ssasd ustment or up to 112 inch QZ7 tarn] oftotal adjustment Will perrym opLht nd fW amr saftwitIva 1kM Tho (lush zailimg pow�J*r. Tho to tm,,Wr, *Mustrr'iwt wed 6yt+s Rec"aeii EMM IW40S LFI! r d=ordsM d f rTft p0,' IMPOATANt deaw1bod hore;n uxtbe v7s.,04d4o7d AhWa roar 'o ie.ra k&J' C4ta rramftaed o7 mP!1&=e Wth .'WA a Sh FFP700 for the 104STALL.t ument #rebla ra- fds �;a P�prh W�draG" .pt�30 ,s ti V1+Ith rabt 3[ar#f'+� i9lTsf!- alter ffic 6W,,W&r 49uw ai �r �* of Y ouft ] a�,�, com srteams. 1r a r tT d s'� da s� rsaary aadr tt?n per M=4 Celt ihmvdMcas. a rltrie�r ietrrs �r• .Jig �• Hems 2.0 cs wig to toil W opmze fr: a ft wwat�w or caus& It to owate nrmVwrr4V. P43901 of a I APRI L 21013 TF ��N NOtES CORP. STOP (E) MAIN -3-0 E A55UME;I NOTES: A LIST OF CPVC COMPATIBLE PRODUCTS, SUCH AS FIRE CAULKING, SHALL BE PROVIDED AT THE JOB SITE FOR TER INSPECTORS REVIEW. ALL PRODUCTS THAT TOUCH CPVC PIPING SHALL BE APPROVED BY THE MANUFACTURER. PLEASE REVIEW PRODUCTS COMPATIBILITY GUIDES. CPVC (ASTM F 442) AND (IF APPLICABLE) (ASTM D 3309) PIPES SHALL COMPLY WITH THE PORTIONS OF THE ASTM STANDARDS SPECIFIER] IK NFPA 13-D TABLES 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 V,F ,�rSMYCE. A COPY OF THE LISTIA19 cUAll ,%F .PROVIDED AT THE JOB SITF. ALL COMPARTMENTS WITH ONE HEAR WILL BE BASED ON 20'FT SPACING. ALL OTHER ROOMS ARE BASED ON 16TT SPACING, CALCULATIONS ARE BASED ON THE WORST CASE SCENARIO WHICH WOULD BE A 2 HEAD CALL ON W RT SPACING "PROVIDE A PERMANENT WARNING SIGN WITH MINIMUM 1/4" LETTERS ADJACENT TO MAIN SHIN 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." i S MAX -MAX. ANY DISTAN E5T uP IT RES'E IRNI IT COME-OtNT TLYiS- ]ihdl i II ffw fcai4 T•wry PDint Restraint Restraint I - .F.-. _ �.w...._.,...._...... _...,. _....................... ..,....,,..... _.I-.. tvpvc WxizTturn ,AR,g R„ ..5,a 1, i , Mpe ' Spacing Less Greater Less Greater � size Between � than tltarr than than 314 5 0_4 0. 4 "OY_ _..._-__.._ _ ...._ . _._._ ............._. 7'-0" 2'-0' ALARM BELL NOT REQUIRED per NFPA 19D OR CRC 313 IF Sf OKE DIFTIECTQRS are INST.41_L.ED- "ALL �4b'"•1E=5 in CALIFORNIA are RE=IRED TO HAVE SMOKE DETECTORS. ' ALARM E3ELL LUILL CPTIONAL TWO CONITIRACTOM f. l m ' •I E I i" C✓I 1 E-�.R IIYII WORST GASEJ� � _....... V U) MAIN SHUT-OFF VALVE— LABELED 3/4" WATER METER (FIRE 4 DOMESTIC) APPROVAL RIVERSIDE COUNTY FIRE DEPARTMENT 1111111111ir�. USA NOrnNGI- M, F.% DATE; �• �7 • G'A5E# �!'� ®' li'•R5. GI.3 'HE FIRE DEPT APPROVAL FOR PLANS `1',LID FOR ONE YEAR-SURiEC7 To COPIPLIAHCE WITH APPLICABLE CODES UL LISTED GPVG TO 5Y6TEi`f �1:3 HFAID E30X NOT R E QUiR.ED nl) PER NFFA 13D OR GRG 313 J -' 300 PS 1 GAUGE MAIN DRAIN VALVE I�GPVC CHECK VALVE LCGieABLE ACCESS PANEL i3C7R INFO to be PROViDED INSIDE of ,AGGES5 PANEL D i" CPVC SYf"TONS FIRE PROTECTION, INC. POINT of CONNECTiON cOPPER to GPvc FEMALE ADAPTER `i" COPPER "L" �•� (12J'-011 WORST CASE) (30'-01, WORST GASE) 4 � cn 1. WET piPE SYSTEM DESIGNED PER 2010 NFPA. 13D and/or 20110 C-RC 3133 and THE SPEcipic fizEaWR1=MENTS OF THE i.A i2L41NTA, FIRE DMPARTf" NNT. M; � 2. ALL MATERIALS INSTALLED SHALL BE UJ-, AND/OR F. 1. LISTED "APPROVED" � � Q. FOR FiRE FROT1=CT1ON USE, WHERE APPLICABLE. ;PIPING 3. 5 � 5T1=M ;P SHALL DIE SUPPORTED PER REQUIREMENTS OF 2010 NF.PrA. 13D and/or 2010 CRC 3133 and MAN1PACTURER'S SPECIFiC4TIONS, AS APPLIGAi3L1W. � O 4. SYSTEM SHALL 131W 4YDROSTATICALLY TESTED FOR TWO HOURS AT 200 pal AND BE viSUALLY IMBPECT15D 15Y THE SERVIWv Fib DEPARTMENT BEFORE ANY P€PINfa IS ` • 04 CONGEALED SY OTHER TRADES_ O t 5. ARRANGEMENT DF WATER SUPPLY 8WALL 15E PER 2010 NFPA 13D and/or 2010 GR - 3133 AND AS Ai VE"D BY Ri'ti/ERSIDIA CONNt"I' FIRE 1 P.L1RTi"'iENT. MAIN SYSTEM CONTROL VALVE SHALL Bt*e LOCATED AHEAD OF LATERAL � CONNECTION TD DOMESTIC WATER SERVICE ON COMBINED SYSTEMS. b. MAXIMUM $PACIW_z OF SPRINKLERS SHALL BE: 16, X IsS' FRom CENTER TO CENTER OF MULTIPLE HEADS IN A ROOM. � U Cq ;:ROM FACE OF WALL IN ANY DIRECTION. w => i. MINIMUT"•1 FLOW PER SPRINKLER SHALL BE CALL 4LAT1=D AS FOLLOILIB: � 00 TWO HEAD FLOWING : 13 CoRl"I PEER 6PR€NiIC!_ER AT *'-0 $PACING. i � � 110 ONE I-41=AD FLOWING 20 GPT'1 PER SPRINKLER AT 20'-0 SPACING. LU 8. IoIPE SIZE8 AND TYPES SHALL 15E AS FOLLOLIJS: � RisER: I GPYG RISER SUPPLY MAIN$: 114 ° GFVG Sl=RFzi ,LE'R LATERALS; 3i4" CPVC ♦` 13. 8YT15OL5 USED ON THIS FLAN: t *r] L/ d D1=hlDTE6 14't"DRAULIG FEFEREI+1Gi= NODE. J � d DENOTES HYDRAULIC PIPE SEGMENT. r1N DENOTES RESIDENTIAL SPRINKLER AT I&I X I&' SPACIWI 00 DENOTias COMI"EERGIAL PENoENT ePRiNICLER AT Soo 3PACiNC, L. 10. SFII ANICLERB ARE NOT TO BE NSTALLED IN THE FOLLOWING AREAS: A 5ATPRROOM5 OF 53 sq. ft. OR LE58 WHERE NON-COMSUSTA15LE FIXTURES ARE pw INSTAL:.ED.{ !�I 5. CLOSETS OF 24 sq. ft. OR LESS WHERE THE LEAST DIMENSION DOES NOT EXCEED 3'-0_ ;s•I C. BELOW 5TAiR5 Li HERE NO ACCESS OR STORAGE SPACE HAB I5EEN PROVIDED. D. IN ATT[C$ W+IERE NO FURNACE UNIT OR STORAfarz SPACE HA6 BEEN PROVIDE=D. PENDENT SPRINKLER NOTES: I. 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 TI•IE SPRINKLER TO THE CENTER OF THE OBSTRUCTION. 3. WHERE THE SPRINKLER CAN NOT BE LOCATED 3 FEET AWAY FROM THE OBSTRUCTION, AN ADDITIONAL SPRI.IVICI.ER 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, TIME SPRINKLER SHALL BE INSTALLED IN ACCORDANCE WITH 8.2. 5.4. ... -__ I . .... _'. . . .. , . _. ' . ' -'- IN AN APPROVED MANNl1=R TO MAINTAIN THE; INTEGRITY OF THE .48SEM5LY. 12. DRILLING AND NOTCHING OF STRUCTURAL MEMBERS SHALL BE PEWOR'iED 13. IN 'STRICT ACCORDANCE WITH THE CALPORN1A RESIDENTIAL CODE. JAMR CALCULATIONS WATER AUTHORITY: COACI-EE;I, LA V4Lr2Y WATER DISTRICT NAME AND NUMBER TO CONTAG'r: (160) 3W-2651 10. 11.1 STATIC %I pal (WORST CABS m1Pem or ENTiQE pQojmcT) RESIDUAL: 20 p6i FLOW: WO epm METER 61ZE.- 3/4 a METER LOSS CALLED: -13 per TWO HEAD C:ALC: UNDERGROUND °SIZE: V PVC TO SATISFY DEMAND. PR04CT DATA OU NIER., RJT HOMIM-C400MII, LEA ADDRESS: Er2nd end Jll11111MRSM A.PN.: * OF STORES; Iwo BUILDING TYPE: VN OCGUPANCT' TTT-E- R-�' U-1 TOT,�L LIVING: _� �LGOF2 E�LARiS ,_,, TOTAL GARAGE:"OR ELANS HAWKER SPECIFICATIONS CIP,v.C. MAx HAW.M PAGt&M WWtPx pt{'E 8r7,E apfWiCR� rFTJ HEAD &� 3/4" S VY CIA& r1 Ib bra F14" a t/1 6AS lAtGdRPORATEE> I ,n• 7 9AIb a 9ns L.L. ID LISTAAWAXS FOR G.F.V.C. PLA23TiG PIPE MWm M EW-11M THE xeIWMU1P. M Of N.F,P.A. S, Is?-, 1 tiD 31'91-E7-19. 4kRDEMM WIN Hpwp Se;L$ TFM.F.ADRWG SCREW M I"I.VWliIBHI[D ArTA TN[ FW,WGER AND IS THE MLrNMIJM PAST04M 57E ACCEPTABI.E ,-. � u.....o, ..ter, co,.w.• u.n, AFCOH 515 HANGER - wvsncl,rn t,pr NEAP LF�ApIrWG 90jW8'W LMROWED HDS HEAD THREADN6 SCREW W RANM HEX HEAD SELF TNR& % SOPTzI ED IS FURNISHWITH E1z AH17 u9 Yi{E LS FuRH19HED WLTH THE N&NGER ANP IS Trkc le FURNISHED WITH THE HAN&M AND IS THE MIHIrARI FASTEri�F3I} .dCMC' TABLE MINIMM FASTFlWiR 97LE ACCSP170HLE MRWIMFM FAST£HER SIZE ALCCPTA� y I 011 CPVC GOLIELE FA'STFNER SrPAP TTPE HAHGER CPVC POM E FASTERM STRAP TYPE HAHGCR CMG •]Wp BLOLK' TYPE HAHGFWt U.L. LISTED FI4LIRE r2 j3 - CPVC +AANGER FIG! RLE. 24 - CPVC "ANGER T L 'NO 8 K' ANGER 7 �A MAP MOT TO SCALE 5CTH AVE, a r 41 es z Q z10 # p 0 2 z {a in � Q Z Ld 52ND AVE, water cnrWal ��I�� SITS NU RTH NOT TO SCALE 54TH AVE. SCOPE: f N5 TAL L NEW FtRE 5F`R INKL_ ER 5'7 5 TE15 per N.F.F-,A 13D far NEUJ SINGI-E FAI'?IL 7- DLlELL fNra6. 4k,. _C wrevrn: w �. i EV. DATE OF G5& zr r z e IZ W b a aV) W W 2 J W y0 H a± Wn rn C? a a z i ri W � E- 4 � d x � W �Ln N L 4@ H q� ...10. 9. 2013 A5 NOTED DRAWN: IBARRA JOB: I P f TL NOT TO scaL OF FP4 SHEETS I I SVON:� 00P (2 AV 5CALE: 3/I6"-V-0" Aw A a n I f 1 1 5 {CE7LES9 WJSE SIB 5'-0 A.. P. LABELED " RfEL::) YKRWr MST LOCATION' ITS &FFzGTOR TEST -- !CE`'LF=55 "05E BIB 5'-0 A. F. F. LABELED ' FIELD vrzFz T' I5EST LOCATION' N<DTE= ALL 34"VS=E IR fr g4GGG T" STAR 'I CPvG RISER x I*LaiE= SCALE- AL-L- -S`4" GPVG SEE Mi✓r=M 1 1=>1=-7.1 IL�a.�QfILforr 1 s{� It Si.hl� fly Tt_ FLEX PATIO (SEE SHEET A2.5 & AEG) b/. ! 7 PLOD (4 PLAN) SCALE% 3f1611-P-0II HYDRAULIC SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PROJECT 2 PLAN ARFA BEDROOM #3 NO, OF SPRINKLERS FLOWLNG BASIS OF DESIGN I. DENSITY '05 2. AREA OF DISCHARGE 400 . SYSTEM DESIGN I. WATER FLOW RATE 2�'� 2. RESIDL•AL PRESSURE Al 3 8 THE BASE OF THE RISER INSTALLED BY Symons Fire Protection, Inc. HYDRAULIC SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY QESIGIVED AUTOMATIC SPRINKLER SYSTEM PROJECT 2 PLAN AREA LOFT NO, OF SPRINKLERS FLOWING 2 B451S OF DESIGN I, DENSITY 2. AREA OF DISCHARGE 256 1. al SYSTEM DESIGN I. WATER FLOW RATE 26.3 2. REsIDuAL PREssuRE AT 23 9 THE BASE OF THE RISER INSTAI.LEQ By Symons Fire Protection, Inc, HYDRAULIC SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PROJECT --- 4 PLAN ARPA M. BEDRbaM NO, OF SPRINKLERS FLAWING 1 BASIS OF DESIGN I. DENSITY •d5 2. AREA OF DISCHARGE 406 +�- SYSTEM DESIGN I- WATER FLOW RATE 20.E 2.JRESIBUAL PRESSURE AT 37.3 THE BASE OF THE RISER IWALLED DY Symons Fire Protection, Inc, HYDRAULIC SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PROJECT _ _ — 4 PLAN AREA LOFT NoOF SPRINKLERS FLOWING 2 BASIS Or DESIGN L DENSITY .05 2. AREA OF DISCHARGE 756 11 SYSTEM DESIGN 1, WATER PLOW RATE 26'S 2. RES4DUAL PRESSURE AT 303 THE BASE OF THE RISER INSTALLED BY Symons Fire Protection, Inc. "FOUR' FLAN SQUARE 1 DOTAGE lat FLOOR 105 SQ. FT. 20d FLOOR - 955 3Q_ Fr, TOW rLDOR AFr:+4 1, (260 $a FT. 2-CAR GARAGE FLOOR AFEA = 4-10 SQ- FT, 9 m L' 0 R} { R- LI_ 11 I u tv Jl as '43 C7 } Q ci7 10 }• Ln w r Q 9 4 LL tv UL Lu ID co O CI c1i u.E re L3 r .i.... �d ._...._._...��"s kt� ��--zz n .l.:. N €..� F i..- , �..) I..i L . x ,4 as MCruAr.iTrei CLJAFT a I SEET f N atCALE:1/4"_,' 1" CPVC, RISER ail i INSPECTOR TEST KEr'LE85 406E 515 5'-P A. F. F. I-A5ELE❑ ' F[i YMFY i LOCATION' NOTE : AL.- A,4 'r GPuG SEH3✓ RISEF2 =�F=T.41L f-cr 3V4." c57,4512-TINCz FICN iT. a- _w "u � .._....� I i 2-CAB GARAGElip S -4; j E i URN. S J 9' CLG i > r: , PAR 7'8' CLG.% TILE 10.E G� G� 31k -T GREAT ROOM 9' CLG./CPT � t+ I FLEX PATIO] {SEE SHEET A2.5 & A2.6} P, T }- s r" IN4 SH 1 N, ii r.1 • �} ss 8 Ft l+nAtt� ANY 01111S7Rn10E RESFF tIAll MTFiAINT tlPt-P�31dd7 � ... ...................._. ._.__. _—.._.............. _. Ono Point ........ - ....... ..... 'TWO Paid Restraint Restraint GPV4 axiri7um `ftn "W .5w cvl Pipe Spacing 1 tress Greater Less ii Size Betwestt than than titan than i 4il..s..._ [a.)i.,...... iiii -.-LP _...... _..._.... �r�� _Supporld► - __ �•_s, _1 4�r ��-tF• � 4a r•yu .c..._-[V...r-..w. •......�....1'V...,.--...�-:.-.......Vf.'-A0' � hl-�h �f yin �.i-y.:,--[._V�.w..,.. �4 !ii "V q1 / �-Cia 1 �'�'� 1'"i�1J `y�xy yF'y�y}II+�+SSp ✓VJ z• s'-a~ a° �' t r-o" T-W 200 i� 1" GP1IG RISER ' I ere c� a �� 3� • lip, 7• HALL - `L 40p S' CLP a r('law t, �i 1,. -Z I; AC. 0 A/O IMSPECTOR TEST KEYLESS HOSE BIB 5'-0 A. F- F. LABELED r-IiiLa v> Rliii E31i LOCATION' V � + STOR ) -' 9' CLG./CPT '-4 i*1C]TE _ 4L-L. 3,a " GFItirG SEE FW45EfR Z>ET.41L fvr 3 ' " eTAr-i INC= i=a INT. GOVI) ENTRY �va u E GREAT` *OM VAULTED C ./CPT 0 PATIO m=�.��. L."' 0- 14- R5-0 13 SYMONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR CODORNIZ 2 PLAN REMOTE AREA: 2°d FLOOR C" �+ `9 OI FILE NUMBER: CODORNIZ 2 PLAN.SDF DATE: 10. 22. 2013 0101 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: 991 .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 @ 31.8 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 I�STEM HYDRAULIC ANALYSIS Page 1 DATE: 11/15/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 2 PLAN.SDF JOB TITLE: CODORNIZ 2 PLAN ONE HEAD CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) S 87.3 20.0 1500.0 AGGREGATE FLOW ANALYSIS: AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 87.3 25.0 63.9 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 - - - - 19.2 - - - 2A 18.0 - - - - 19.4 - - - 2 18.5 - - - - 19.5 - - - 3A 18.0 - - - - 20.5 - - - 3 18.5 - - - - 20.3 - - 4 18.5 - - - - 21.9 - - - 5 8.5 - - - - 25.0 - - 6 8.5 - - - - 27.7 - - - TOR 6.5 - - - - 30.2 - - - BOR 3.5 - - - - 31.8 - - - D 1.5 HOSE STREAM 33.3 5.0 C -2.0 - - - 39.1 - - - M -2.0 - - _ - 45.6 - - - W -2.0 - _ _ _ 58.6 S -3.0 SOURCE 63.9 25.0 SPRINKLER��STEM HYDRAULIC ANALYSIS �) Page 2 DATE: 11/15/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 2 PLAN.SDF JOB TITLE: CODORNIZ 2 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 2:7 1A 18.0 4.9 16.7 20.0 10.7 150 FTG ETR PE -0.2 1 18.5 0.0 19.2 0.0 0.209 TL 13.00 PV Pipe: 2 0.0 0.874 PL 6.50 PF 0.0 2A 18.0 0.0 19.4 0.0 0.0 150 FTG ER PE -0.2 1 18.5 0.0 19.2 0.0 0.000 TL 12.50 PV Pipe: 3 -20.0 0.874 PL 1.50 PF 0.3 1 18.5 0.0 19.2 0.0 10.7 150 FTG ----- PE 0.0 2 18.5 0.0 19.5 0.0 0.209 TL 1.50 PV Pipe: 4 -9.8 0.874 PL 10.00 PF 0.8 2 18.5 0.0 19.5 0.0 5.3 150 FTG TR PE 0.0 3 18.5 0.0 20.3 0.0 0.056 TL 14.00 PV Pipe: 5 0.0 0.874 PL 3.50 PF 0.0 3A 18.0 0.0 20.5 0.0 0.0 150 FTG 2ETR PE -0.2 3 18.5 0.0 20.3 0.0 0.000 TL 17.50 PV Pipe: 6 -9.8 0.874 PL 17.50 PF 1.7 3 18.5 0.0 20.3 0.0 5.3 150 FTG ET4R PE 0.0 4 18.5 0.0 21.9 0.0 0.056 TL 29.50 PV Pipe: 7 -10.2 0.874 PL 12.00 PF 1.1 2 18.5 0.0 19.5 0.0 5.4 150 FTG E2R PE 4.3 5 8.5 0.0 25.0 0.0 0.060 TL 19.00 PV Pipe: 8 -9.8 0.874 PL 13.50 PF 1.4 4 18.5 0.0 21.9 0.0 5.3 150 FTG 2E2R PE 4.3 6 8.5 0.0 27.7 0.0 0.056 TL 25.50 PV Pipe: 9 -10.2 0.874 PL 23.50 PF 2.7 5 8.5 0.0 25.0 0.0 5.4 150 FTG 3ET4R PE 0.0 6 8.5 0.0 27.7 0.0 0.060 TL 45.50 PV Pipe: 10 -20.0 0.874 PL 3.00 PF 1.7 6 8.5 0.0 27.7 0.0 10.7 150 FTG T2R PE 0.9 TOR 6.5 0.0 30.2 0.0 0.209 TL 8.00 PV Pipe: 11 -20.0 1.101 PL 3.00 PF 0.3 TOR 6.5 0.0 30.2 0.0 6.7 150 FTG C PE 1.3 BOR 3.5 0.0 31.8 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 31.8 0.0 6.7 150 FTG E PE 0.9 D 1.5 H.S. 33.3 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. 33.3 5.0 9.7 150 FTG E2T PE 1.5 C -2.0 0.0 39.1 0.0 0.146 TL 29.00 PV SPRINKLER --STEM HYDRAULIC ANALYSIS �) Page 3 DATE: 11/15/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 2 PLAN.SDF JOB TITLE: CODORNIZ 2 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 39.1 0.0 9.6 150 FTG 2E5L PE 0.0 M -2.0 0.0 45.6 0.0 0.142 TL 46.00 PV Pipe: 15 FIXED PRESSURE LOSS DEVICE W -2.0 0.0 58.6 0.0 13.0 psi, 25.0 gpm M -2.0 0.0 45.6 0.0 Pipe: 16 -25.0 0.995 PL 20.00 PF 4.9 W -2.0 0.0 58.6 0.0 10.3 150 FTG TG PE 0.4 S -3.0 SRCE 63.9 (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 0.003 gpm and a maximum imbalance at any node of 0.047 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 3. (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 ( �1 SPRINKLER STEM HYDRAULIC ANALYSIS J Page 4 DATE: 11/15/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 2 PLAN.SDF JOB TITLE: CODORNIZ 2 PLAN ONE HEAD CALC PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F 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 Z.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER C)TEM HYDRAULIC ANALYSIS Page 5 DATE: 11/15/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 2 PLAN.SDF JOB TITLE: CODORNIZ 2 PLAN ONE HEAD CALC r C� to 0 0 0 u� 3 O H w .1i U) 04 O 0 0 N rn N a 04 0 I M H r UJ W a z � U) a o, `J' w q x W Ei 3 rl N O O O O O O O O O O O pp l0 C N H O F4 CD W w a w v) U)�::) a w -- P4 U) -I O O I .1 0 0 _00 m 41 m N a Co 4J O w N ,1 E-H O S4 4-I N O O > � U N �4-) 3 ro 0 o w rt o k o N N N m U G 0 o m o N a •d o V) o 00 q N o O o z 0 0 SPRINKLER`1,3TEM HYDRAULIC ANALYSIS Page 6 DATE: 11/15/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 2 PLAN.SDF JOB TITLE: CODORNIZ 2 PLAN ONE HEAD CALC WATER SUPPLY CURVE 96+ I I I 880\ I \ I \ I \ 80+ \ I \ I \ I \ 72+ \\ I \ I \ I \ P 64X \ R I \ E \ S \ S 56+ \ U I \\ R I \ E \ 48+ \ ( I \ P I \ S I \ I 40+ \ I \ I \ 32+ \ I \ I \ I \ 24+ \ I \ I 16+ LEGEND " X = Required Water Supply " 63.94 psi @ 25.0 gpm " 8+ 0 = Available Water Supply " 87.27 psi @ 25.0 gpm " I <-20.0 psi @ 1500 gpm Flow Test Point 0++-+---+----+-----+------+--------+--------+---------+- 400 600 800 1000 1200 1400 1600 1800 FLOW (GPM) ---------+ 2000 JLAQ- N-9,5-013 SYMONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 LICENSE C16-682025 RE-- � C EIVE D HYDRAULIC CALCULATIONS FOR 2013 NOEL 7 CODORNIZ 2 PLAN CITY OF LA QUINTA REMOTE AREA: 2°d FLOOR COMMUNITY DEVELOPMENT FILE NUMBER: CODORNIZ 2 PLAN.SDF DATE: 10. 22. 2013 -DESIGN DATA - OCCUPANCY CLASSIFICATION: R3 DENSITY: .05 gpm/256 sq. ft. AREA OF APPLICATION: 512 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklerS TOTAL SPRINKLER WATER FLOW REQUIRED: 26.3 gpm TOTAL WATER REQUIRED (including hose): 31.3 gpm (5 gpm Hose STREAM) FLOW AND PRESSURE (@ NODE BOR): 26.3 gpm @ 23.9 psi SPRINKLER K-FACTOR (ORIFICE SIZE): 4.9 DESIGN/LAYOUT BY: FRANCISCO IBARRA AUTHORITY HAVING JURISDICTION: LA QUINTA FIRE DEPARTMENT WATER FLOW AVAILABILITY DATA: STATIC: 97.0 psi (87.3 90%) RESIDUAL: 20.0 psi FLOW: 1500 gpm WATER DEPARTMENT: COACHELLA VALLEY WD (10. 9. 2013) CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SLEM HYDRAULIC ANALYSIS Page 1 DATE: 11/15/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 2 PLAN.SDF JOB TITLE: CODORNIZ 2 PLAN TWO 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 87.2 31.3 64.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.3 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 7.3 13.3 2 18.5 - - - 8.5 - - - 3A 18.0 K= 4.90 7.0 13.0 3 18.5 - - - - 8.5 - - - 4 18.5 - - - - 11.5 - - - 5 8.5 - - - 14.5 - - - 6 8.5 - - - - 18.5 - - - TOR 6.5 - - - - 22.2 - - - BOR 3.5 - - - - 23.9 - - - D 1.5 HOSE STREAM 25.9 5.0 C -2.0 - - - - 33.8 - - - M -2.0 - - - - 43.7 - - - W -2.0 - - - - 56.7 - - - S -3.0 SOURCE 64.5 31.3 SPRINKLER S1, EM HYDRAULIC ANALYSIS �� Page 2 DATE: 11/15/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 2 PLAN.SDF JOB TITLE: CODORNIZ 2 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 ETR PE -0.2 1 18.5 0.0 8.3 0.0 0.000 TL 13.00 PV Pipe: 2 -13.3 0.874 PL 6.50 PF 1.2 2A 18.0 4.9 7.3 13.3 7.1 150 FTG ER PE -0.2 1 18.5 0.0 8.3 0.0 0.098 TL 12.50 PV Pipe: 3 -13.3 0.874 PL 1.50 PF 0.1 1 18.5 0.0 8.3 0.0 7.1 150 FTG ---- PE 0.0 2 18.5 0.0 8.5 0.0 0.098 TL 1.50 PV Pipe: 4 -0.7 0.874 PL 10.00 PF 0.0 2 18.5 0.0 8.5 0.0 0.4 150 FTG TR PE 0.0 3 18.5 0.0 8.5 0.0 0.000 TL 14.00 PV Pipe: 5 -13.0 0.874 PL 3.50 PF 1.7 3A 18.0 4.9 7.0 13.0 7.0 150 FTG 2ETR PE -0.2 3 18.5 0.0 8.5 0.0 0.094 TL 17.50 PV Pipe: 6 -13.7 0.874 PL 17.50 PF 3.1 3 18.5 0.0 8.5 0.0 7.3 150 FTG ET4R PE 0.0 4 18.5 0.0 11.5 0.0 0.104 TL 29.50 PV Pipe: 7 -12.6 0.874 PL 12.00 PF 1.7 2 18.5 0.0 8.5 0.0 6.7 150 FTG E2R PE 4.3 5 8.5 0.0 14.5 0.0 0.089 TL 19.00 PV Pipe: 8 -13.7 0.874 PL 13.50 PF 2.6 4 18.5 0.0 11.5 0.0 7.3 150 FTG 2E2R PE 4.3 6 8.5 0.0 18.5 0.0 0.104 TL 25.50 PV Pipe: 9 -12.6 0.874 PL 23.50 PF 4.0 5 8.5 0.0 14.5 0.0 6.7 150 FTG 3ET4R PE 0.0 6 8.5 0.0 18.5 0.0 0.089 TL 45.50 PV Pipe: 10 -26.3 0.874 PL 3.00 PF 2.8 6 8.5 0.0 18.5 0.0 14.0 150 FTG T2R PE 0.9 TOR 6.5 0.0 22.2 0.0 0.346 TL 8.00 PV Pipe: 11 -26.3 1.101 PL 3.00 PF 0.5 TOR 6.5 0.0 22.2 0.0 8.8 150 FTG C PE 1.3 BOR 3.5 0.0 23.9 0.0 0.113 TL 4.00 PV Pipe: 12 -26.3 1.101 PL 3.00 PF 1.1 BOR 3.5 0.0 23.9 0.0 8.8 150 FTG E PE 0.9 D 1.5 H.S. 25.9 5.0 0.113 TL 10.00 PV Pipe: 13 -31.3 1.025 PL 10.00 PF 6.4 D 1.5 H.S. 25.9 5.0 12.2 150 FTG E2T PE 1.5 C -2.0 0.0 33.8 0.0 0.220 TL 29.00 PV SPRINKLER Si---'EM HYDRAULIC ANALYSIS Page 3 DATE: 11/15/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 2 PLAN.SDF JOB TITLE: CODORNIZ 2 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 -31.3 1.030 PL 30.00 PF 9.9 C -2.0 0.0 33.8 0.0 12.0 150 FTG 2E5L PE 0.0 M -2.0 0.0 43.7 0.0 0.215 TL 46.00 PV Pipe: 15 FIXED PRESSURE LOSS DEVICE W -2.0 0.0 56.7 0.0 13.0 psi, 31.2 gpm M -2.0 0.0 43.7 0.0 Pipe: 16 -31.3 0.995 PL 20.00 PF 7.4 W -2.0 0.0 56.7 0.0 12.9 150 FTG TG PE 0.4 S -3.0 SRCE 64.5 (N/A) 0.255 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 0.010 gpm and a maximum imbalance at any node of 0.148 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 14.0 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 87.22 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 )EM SPRINKLER S HYDRAULIC ANALYSIS Page 4 DATE: 11/15/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 2 PLAN.SDF JOB TITLE: CODORNIZ 2 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 S�.iEM HYDRAULIC ANALYSIS J Page 5 DATE: 11/15/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 2 PLAN.SDF JOB TITLE: CODORNIZ 2 PLAN TWO HEAD CALC 01 0 p 0 un 3 0 w .,A U) PA p 0 0 N U) N Pi -r-I to R� p � M H r >, CO a z a 4-' w U) a, U) a w H O O O O O O O O O O O I O pp 1p -Q, N C)F4D a, a�Drzw--P4U)-�-- :I M U) N r-I o b O P4 +-) ro 0 o w04 +) o x 0 0 N rl N ro U 0 C p o cn o N rl C a o m p M 0o Q O O SPRINKLER S��---i'EM HYDRAULIC ANALYSIS �� Page 6 DATE: 11/15/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\CODORNIZ 2 PLAN.SDF JOB TITLE: CODORNIZ 2 PLAN TWO HEAD CALC WATER SUPPLY CURVE 96+ I I I 880\ I \ I \ I \ 80+ \ I \ I \ I \ 72+ \\ I \ I \ I \ P 64X \ R I \ E I \ S I \ S 56+ \ U I \\ R \ 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 " 64.51 psi @ 31.3 gpm 8+ " 0 = Available Water Supply " 87.25 psi @ 31.3 gpm " I IE <-20.0 psi @ 1500 gpm Flow Test Point 0++-+_--+----+----_+------+--------+--_-_---+------_ 400 600 800 1000 1200 1400 1600 FLOW (GPM) - - + - - - _ _ - - - _ _ - + 1800 2000 PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALIMESA 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 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 )LPARTMINT 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=013, Codorniz Lot#7 80-028 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 '/ 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: 3. LAQ-I4-RS-013 - CODORNIZ/ VERBENA P2 - RES SPK FINAL Location: 80028 SILVER SAGE LANE, LOT 7, LA QUINTA Start: Mon 8/31/2015 8:00 AM End: Mon 8/31/2015 9:00 AM Recurrence: (none) Organizer: Hetrick, Kohl@CALFIRE Rep. Name: Lu e Co. Name: Symons Fire Phone#: Cell#: 760-574-8298 CrossSt: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rough -wire inspection Underground rough Function test Underground hydro Duct detectors/veloci Flush 124 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 Installation UG flush / OK to connect Removal Main drain/inspect. Test Emeraencv shut off High pile storage Primary piping In -racks rinklers Secondary piping Hose racks Dispense & shear valves X Final YN. 5S 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 I Building Knox box Air flow test Gate access Knox box/padlock Mechanical interlock BUILDING INSPECTIONS Extin uishin system T/I final Fire alarm connection Shell final Final Final for occu anc Start Time: Finish Time: Start Time: Finish Time: Hetrick, Kohl@CALFIRE Subject: LAQ-I4-RS-013 - CODORNIZ - OH HYDRO/ROUGH Location: 80028 SILVER SAGE LANE, LOT 7, 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 Phone#: Cell#: Co. Name: 760-574-8298 SYMONS FIRE uross5t: 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 Deluge/pre-action Weld inspection Final X Overhead rough piping UST/AST TANK X Overhead hvdro Installation UG flush / OK to connect Removal Main drain/Inspect. Test Emergency shut off High pile stora a Primary piping In-racksprinklers Secondary piping Hose racks Dispensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct extin uishinq 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 occupancv Start Time: Finish Time: Start Time: Finish Time: 1 Riverside County Fire Department Fire Protection Planning Section Riverside Office: 2300 Market S1., Ste. 150, Riverside, CA 92501 Ph. (951) 9554777 Fax (951) 9554886 Mumeta Once: 39493 Los Alamos Rd., Ste A, Mumeta, 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 Fire Department Clearance/Release Date: To: LA QUINTA B&S Fax: Tract/Parcel Map #: CODORNIZ / VERBENIA - LOT #7 Permit/Lot #: LAQ-14-RS-013 Job Site Address: 80028 SILVERa 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. Authorizing Signature For Release KOHL HETRICK Print Name Form C — Revised 6/19/2014 Residential Connection Charge Estimate PZ14-5255 Date: February 20, 2014 Customer Name: R)T Homes, LLC Parcel No. 777-450-007 Address: 80028 Silver Sage Ln. LQ Lot No. 7 Size of Lot: Type of Service: R-1: R1 Duplex: ❑ 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: $ 390.6%, Meter size: inch Meter surcharge: $ Service Size: inch Service: $ Meter & Service: $ Backflow: $ Other: $ (see explanation below) Sewer Lateral: $ - Total: 8,948.00 Other: Abandon / Relocate Information Supplied By Customer CVWD System Data Domestic Water Demand* Service Connection** Max. Flow= gpm Max. Flow*= gpm Min. Pressure= p51 Inlet Pressure= 97 psi Fire Sprinkler Demand* Outlet Pressure= psi Max. Flow= gpm Min. Pressure= psi Meter Size = inch System Ty rLe: Service Size= Inch Multi ❑ Stand Alone C ** For Calculation Purposes- Service Connection Includes: * CVWD USES WORST CASE CONDITION Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut Off Valve Notes: Tract 32070, per District approved drawings, there is a 4" sewer lateral & 1" domestic water service. MCR# 115398 dated 7-17-06 the SWSC was paid for 15.16 acres. SCC, WSBFC, & water meter.fees due. *Prior to press. Reg. Valve Technician: Carol PfannkuChe Approved by: 7Date: t!i I cvwd-950 *********This is just a QUOTE, all fees are subject to Change********* (Rev. 4/13) Riverside County Fire Dep . anent Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 955-4886 PLAN REVIEW FORM 17 New ❑ Re -Submittal # Permit NO. LA Q-1 y- 9 S -01-3 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 Project Name: CODORNIZ - PZ BRJES 201 • 113kegThoms st d thus env Lj=Ni. Deposre may be additional Address: 80-028 Silver Sage Ln. (Plan P2) Lot 7 monett project final Sign: /J City & Zip: La Quints 92253 Printtain ker Contact Information CONTACT PERSON: Tom Stalnecker Mailing Address: PO Box 6089 City & Zip La Quinta 92248 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 Plan Review Type (Check a - ropriate items' ❑ Commercial ❑ Industrial El Residential jamie@rjthomes.com ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ( New / Existing ) ❑ High Fire Area 8 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: Called for Pick -Up 13 / q Reviewed by: "- Date: By: Date Paid: PC Review Date: �Z�.�� Picked -Up, Check#: 50Z3 ❑ Approved ❑ Denied Date: By: Received By: r+ 12J2' Plans Stamped: ❑Yes ❑No Shipped By / Method Letter Attached: 151Yes ONO Receipt#(OCR) 5 -,-AD Job Card Included: WYes ONO T?c o2 ��, 2 E�-T01,XQ K ❑DBF pbBF Form 1 — Revised 7/25/2012 Visit us at www.rvcfire.or