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FCMP2018-0003 Griffin Ranch Plan 1x Rev 1a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2018-0003 MoFT�• . Description: GRIFFIN RANCH / MASTER PLAN TYPE 1X / FIRE SPRINKLER / REV 1 Status: APPROVED Type: FIRE CONSTRUCTION MASTER PLAN Status Date: Subtype: FIRE SPRINKLER MASTER PLAN Applied: 11/6/2018 Address: 81181 MERV GRIFFIN WY Approved: 11/21/2018 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: Expired: Details: Pr DAYS REVIEWS III ACTIONS INSPECTIONS CONDITIONS CHRONOLOGYTYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES FEES WILL BE UPDATED TO REFLECT 45 MINUTES SPENT ON EACH OF THE PERMITS FOR A GRIFFIN RANCH REVISIONS NOTE ARMANDO MAGALLON 12/12/2018 12/12/2018 INCLUDING FCMP2018-0002-FCMP2018-0010. PERMIT CHANGED TO APPROVED STATUS PER EGO'S REVIEW DATED 11-21-2018 • • =4181 NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST CORONA CA 92879 CONTRACTADMIN@FIR SUITE 200 EINC.NET BILL TO FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST CORONA CA 92879 CONTRACTADMIN@FIR SUITE 200 EINC.NET Printed: Tuesday, February 28, 2023 4:35:37 PM 1 of 3 CENTRALSOLIARE Project Details PROJECT NUMBER `..=� w City of La Qu i nta FCM P2018-0003 koFT NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL CONTRACTOR FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST CORONA CA 92879 CONTRACTADMIN@FIR SUITE 200 EINC.NET OWNER IOTA GRIFFIN 4675 MACARTHUR CT NEWPORT CA 0 NO 1550 BEACH CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE STAFF - PER HOUR 101-0000-42420 0.75 $117.00 $117.00 12/12/18 R42302 233200 CHECK FIRE SPRINKLER AMA SYSTEMS Total Paid for FIRE FEES: $117.00 $117.00 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 12/12/18 R42302 233200 CHECK FIRE SPRINKLER AMA SYSTEMS MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 12/12/18 R42302 233200 CHECK FIRE SPRINKLER AMA ENHANCEMENT FEE SYSTEMS Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 • INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST FIRE (2WK) EDGAR GONZALEZ 11/6/2018 11/20/2018 11/21/2018 APPROVED CONDITONS TO REMAIN. Printed: Tuesday, February 28, 2023 4:35:37 PM 2 of 3 CENTRALSOLIARE ° Project Details PROJECT NUMBER yow City of La Qu i nta FCM P2018-0003 1ST PERMIT 1 ARMANDO TECHNICIAN (1DAY) I MAGALLON 11/6/2018 1 11/6/2018 1 11/6/2018 1 COMPLETE Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED CVWD - Domestic Water CVWD - Domestic Water DOC 11/3/2021 JOSE DELGADO System Flow System Flow 0 Analysis.pdf Analysis.pdf FCMP2018-0003 FCMP2018-0003 DOC 11/3/2021 JOSE DELGADO Building Permit App and Building Permit App and 0 Tracking Sheet.pdf Tracking Sheet.pdf DOC 11/3/2021 JOSE DELGADO Hydraulics Calculation Hydraulics Calculation 0 Report.pdf Report.pdf DOC 4/28/2020 KAYLI ALFORD 31586-DE Master Plan 31586-DE Master Plan 0 3271 (AsBuilt).pdf 3271(AsBuilt).pdf Printed: Tuesday, February 28, 2023 4:35:37 PM 3 of 3 CENTRALSQUARE d�STRI Domestic Water System Flow Analysis Domestic Water System Flow Analysis {Hydraulic Model) Requested By: FIRE SPRINKLERS` SYSTEMS, INC. Address: 1 705 E. HARRISON STREET CORONA, CA 92879 Contact Name: JAMIE BISHIP Phone: 800-915-3473 Email: jamieb@fireinc.net Coachella Valley Water District 75515 Hovley Lane East Palm Desert, CA 92211 Date: 7/18/17 APN: Req. Fire Flow: + 1000gpm at 20psi fort hours. Project Name: GRIFFIN RANCH Cell: Domestic Water System HYDRANT AT THE NE CORNER OF MERV GRIFFIN WAY AND DAMASCUS DRIVE, La Quinta, GEO Flow Analysis Location: 6-7-15-2, PZ 17-8160 Flow Analysis Description Elevation (Ft): Steady State, Dynamic (psi): Residual Pressure (psi): Fire Flow Tested (gpm): Combined Total: Tested Model Junction: Duration: Demand Conditions: Reservoir No./Level (s): Pumps Operating No's: Pressure Zone and HGL: Model: Test 1 -16 82.8 74.82 2,300 J1828 2 hours Peak Day Demand Reservoir 6726 un Model information Test 2 Test 3 Lake Cahuilla (145') MervGriffin&Damascu Requested • Test 4 Flow Domestic system flow available without None exceeding N/A CVWD's N/A criteria. DomesticWater 012616 Comments: 1 The domestic water system is capable of providing 2,300 gpm for 2 hours that satisfies CVWD's minimum pressure, velocity, and/or head loss criteria. This flow can be achieved by using multiple fire hydrants. This simulated system flow analysis may not include all facilities that may be required for this development/project. Please check with Development Services for further information on all required facilities: The theoretical flow to drop the residual pressure to 20 psi is greater than 5,000 gpm. Please note the theoretical flow exceeds CVWD's design criteria on the domestic water network. These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to supply water to the project at the flows or pressures indicated. It is important to note that the capacity of the on -site fire system, meters, service lines, backflow assemblies and other appurtenances were not considered in this analysis, which may alter actual flows or pressures. Due to continuous changes in the system, CVWD only considers this system flow analysis valid for six months from date of modelling/analysis. These system flow analysis comments are for plan check purposes only. The ultimate design responsibility resides with the Engineer -of -Record for this Project. Id you have any questions or need additional information, please contact me at (760) 398-2661, ext. 2397. atv �� s a{ ' y V � li D Uat ', ed By: I __ 1\1 0 V 0 b 2 013, Date: d �' is UNTA_ -..,AV l.'41TY ►� . .f 'k WAT@q Page 1 of ENG DS 016 1 (8/31/15) wligy kl� 1 i ti tk Biillelln 006 Rev, i Model RFC30 (SIN RA061 I) co I■■ Model RFC43 (SIN RA0612) Model RFC49 (SIN iR A0616) a Residential Flat Concealed Sprinklersbid - A Resldlwitlll Flat Concealed Sprinkler engineeredbN s minimum design density of 0.05 gpffff with low GPM requirements, Features 1, Very low water flaw requirements. 2. Cover plate attachment (Plain or Perforated) with 112a (13rrm) Total adjustment. 3. Thread-OnlThread-off or Push-Ortffhread Off cover attachment option. 4. Smooth aesthetic ceiling profile. 5. Available in brass, chrome and black plated or painted finishes, Listings & Approval 1. Listed by Underwriters Laboratories, and certified by UL for Canada (clJLus) UL Listing Categories Residential Automatic Sprinklers Plain Corner Plate UL Guide Number Y" y VKRVY r'h: Product Description Y t 1�r7r, Model RFC30, RFC43 and RFC49 Concealed Residen- tial Sprinklers are fast response residential fusible solder link automatic sprinklers. Reelderrhal sprinklers differ from standard sprinklers primarily in theIr response time ;sr1d water distribution patterns, Perforated Cover Plate Ma del RFC30, RFC43 and RFC49 sprink tars diticharge water in a hemisplierical pattern below tf1E spr:nKler de- and positively attached and blends into the oiling, 00n- f#ectar, Residential distrbution patterns are Ngher and cealing the most dependable fire protection available, sn generally contain a Liner aroplet size than) standard sprin- al.Aomattc sprinkler system. )flier pallerns. Tne RFC30, FIF043 and FFC49 are UL Listed Residen- The combination cif speed of operation and high dis- tial Sprinklers to be installed in the residential porilons charge pattern required far residential sprinklers has of any occupancy ir, accordance with NFPA 13, 13R, & demonstraled, in fire testing, an ability for corltroliing 13D, residential fees, arrd thereby providing significant evacu- The RFC30, RFC43 and HFC49 can reduce the need anion lime for occupants, for precise cutting of drop nipples. The threaded cover The FiF030, RFC43 and RFC49 Sprinklers provide the plate assembly cart be adjusted Without tools to fit ac- bestform of fire pratectlon t)y corn )ring an attractive ap- cirately against the ceiling. The fire protection system pearance arrd Vi" (13mm) of cover adjustment for ease need not be shut down to adjust or remove the Cover of Installation. The small diameter cover plate is easily plate RewMdy. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Model Thrc!Qd Nominal Sprinkler CCP Assembly Max. K Max. ) Size Orlflce Temp Rating Temp. dating semen p Factor Pressure Inch (min) Inch (mm) (bar) a oC of oC OF oC----- RFC 39 (Ri40611) 211e, (8,2) i65 74 135 57 100 3.0 (43.2) 175 (12-1 I RFC 43 (FZAt3612) a' I:1 Trzi 3/i r 1(')) 155 74 37 1004.3 021 175 { 12) i RFC 49 l (IRA19616) 1�] 7An:'11t '05 "4 1 1'J0 3? 4.yji't. j 175 (12) NniL. 1 :cur = 100 ltpa RFC 30 Max. Coverage Max -Spacing Ordinary Temp. Rating (165-Fl74-C) Top of Doti octor Itlstallatiari MInimttm area F't x Ft (m x rn) Ft (m) to Ceiling Inch (mm) Type Spacing Ft (m) Flow Pressure GPM (t.,fmin) PSI (bar) (: x 3,6) 12 . ',6) 9(34,1) 9.0 (0,62) Smooth C911:r 9cca';i to 1 i` 13 to 25.a} B9amed L:s3il'.r, r3; per .NFPA '1 LSD, 13R or Concealed 8 (2,4) '4 x i4 (4,3 x 4•,3) 14 (4, i) 1C (s7,13) i t.0 r0,?Ej 13 Installed In bria.ms'.2 io 1 (15 1-) 25.4.) I L_;, yitrlD pc a n4yr .o NFPA 13, -3H or '13D RFC 43 Ordinary Temp. Rerting Max. Coverage Max. Spacing 165°F/74°C ( ) Tap of Deflector :Minimum }nettaliation area Ft x Ft (rn x m) Ft (in} 10 Ceiling Inch (MM) Spacing Type Ft (m) Flow Pressure GPM (Lfrrlln) PSI (heir) 12 x 12 (3,6 x 3,6) - —} Smooth CGlin[gs h to 10 3 to 25.4; — 14x 14 (4,3 x 4,a) tat i4,3) 13 (49) g-1 (C,63) 16 x 16 (4,3 x 4,9) 16{4,5) 131,49) Al 0831 iPoamad Ceilings per NFPA 13D, 13R or 13 �nstRlied in beams Vz to 1 (13 to 26.41, Concea;eci .1; 18Xi8(5,5x5,a) 18(6,5) 18(138) 176i1,7`•) 20 x 20 (8.1 x 6,1) 20(6,1) 21 (79) 23.8 0.a4) ;-or Caling types rcfar to NFPA 13, 13R or 13D RFC 49 Max. Coverage Clydinary Temp. Rating Tears of Deflector Minimum area Max. Spacing -- --(1.651, 4°C)...._....W. — toceiling Installation SpacingFt . Ft x Ft (m x ITI) (m) Flra+ry Pressure Inch (mm) Type Ft (m) GPM LJmin) PSI bar 12 x 12 (:, x 3,ti) 1 c (3,6) 13 i49j C,46; Smooth Coliings'da tv 103 w 25.4; I 14x14( r3x4',3-, 14(4,3) 13MPI TO C_48) 1 r5x 16;4,9 x 4,91, 16 i4,9) 13;49] 7.t7 (0,4.8) Bearned Ceil:ngs per NFPA 1 ;D, 13R or 13 :r:srah-,3d in boo ., rrs ?2 to 1(13 to 25.41, Concaal9d 8(2,4) 18 x 18 {5,6 x 5,5! tit (5,5j 17 (64,3) 12.Cr (0,83) i 20x4(6,1 x6,1j 20;6,1) 2`,i(75,73) 16I[1,14i =or Ceik-,c, tutees refer to NFPA 13. 13R or 13D Bilelin 135 Per. L a• Modd F1 R I bid ResklenU SPdAlers forPA n D=I of -05 gib Model F1 Res SWinildemsaVit owmilfor the l w estilows io meet the minimum design density of jffi g mW Type' ------ ----- - F1 Fles 30 Pe -)dent 2. F1 Res 30 Re, ad Pencwl-2 3. F1 Fees 30 Peoessod PencarT�--P 4. F1 Res 49 Pa•ldent 'h7 F1 Fw 49 BRomsed Pencefri-1 6. r-1 Fee 49 Rased PencaiTT-P 7. F1 Res % Fw-ol ant F1 ids 30, 49, 5tt & 76 F1 Fes 30, 4@, 58 & 7S 9. F1 Fier 56 Fiexssed PencenFi Recessed Pendarr IF 1 r•wwv9ea �enderl ;-P Res qe Hs5 ,m 9, F1 Flea 56 Rammed PancemT -P '0. F1 Res 76 Pe -dent I. F1 Res 76 iTE•: 1d PencenFl r' -2. F1 Res 761WxBsed PencerrFP F1 Res 30 COP Pendw ' -4, F1Res 49COP P�a-ndKl -5. F1 Res 58 COP Pondert '6. F1 Res 75 C<::P Nndert ?, F1 Res 44 HISV F- lea a', 49,58 &; 6 F- €ies 44 &58 F1 Res 44 S4%C -8. F1 Reg 44 ROONSed HSWF2 COP Plandent Rid H5WF2 'S. F1 Res 58 HIRV 20. F1 Ras 56 HRVX Fbiwmal Sld�l sprhktrs (Figs, 5,6 & 7) are cqm dT=- 21. €lied HSiM{ t1,s vkon aboveceing piping csrrlat 4e used. 22. F1 Figs 5B HILV Reca sed HSW,F2 The:3rrr"t9twWbpenderleporikera- per nl ft ddentLse 23. F1 ties 44 S1VC of residerMa ;water suppfes fc' spri • r wmagv h -esidertial LJetirtuge & Appr�ilsisi f re p-o-eAm d2dp. The low kw-':1 IPes sprinklers ae speciaty erlgVeered fcr fast Lmd ov Uraemn.6ra Labormorias nG and t-arrai r-APMM 10 meet the mnswe `re pow -ion applm- UL CsMd ea -or Canaca (cLJfa s; tor, needs of -he IaW re§d;Hal mWa1 ga'dardz (Ut_ 1F25 ;i'larll�{#. Up'orl fire ccrldtlms, rlSrlg hoot C�i.R�3 a.Qprr�Kar$ Sprinklers 1tar,1 D Density: Ter to BLlllerin 176 fl'(.�•:En3llrvtsdeirelt, gross tub or Inc1'] acutltE, top-Low-lgtre UL Lists rig l;atepory wam*y ► vtaWtawartdthe sefWor, any drat to rg ire diinhaige-.mrartcocrlrofaf s. Ra-9ct3rrtialAutomal-c Sprirkler Technical Noma: UL Guide Number Trotrnel Sow. Solcered Elam m (Link) cr vom nal 3-n-n glass Culb Paterlltfs + SprvAer Frame. Brass Castirg US Plate'lt No. E,516,893 sppfies to the Model F1 Res 49 a sprridars' P'ewure Ratng : 175 psi &5d=enceMSprinkle( 5 Faao•y I-ydroslarcailyTested to 500 psi US Patent Nc. ?,353,682 app ie4 to 10odel F1 Res 44 &58 s Trrea'1 SIM. 3t' -1pT rFi ) HSW Spr ink e±s + Kfac3to' 30(4.32j (P,Chla)-F1 Pies 9DPendeT..SprirWor US Patent Na. 7.784,555 applies to Model F1 Hes 44 SWC 4,9(7W OA-,Wal) - I-1 Re54� PendsrrtEprnklar Sprinklers liters 5,3 (£s3 5j t�4Ci af!"F1 RCPermdnn_$ Jmlder Ffod 1Ct Description 7.B(1 itctrrrali FIR 76F�ndet5prinker NbcM F1 ties P rdw splikers ;Fins . 1, 2, 91 & 4) are tas7. 4.4 n(r'dial) -F1 F6sL4 -15'<h Sy' er n�spllr�tersocxrrbriix�excelernckrsbihy,hire sersdi�r + Dean)- foinimircr(IDS gprntftz 4y g --llo ar'd Im ale �e=a#ve dreg1 The F1 Res The Reliable Autom#ic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, Ne`v York 10523 T 1 ec trllfPaE ilaia. F Res 30 !.er..... and Recessed Pendent 4SIN F33511) T not orifice I Mwc Proswro I Sprinklar Tamp. 1 oOl- ll4ssr. i4rttiaiarrt TWM, I AClual K l S[dF117 K. �{' Ls9lgth � Crzq Inc�-r{rnrrrl * _asi(lbar) n_ ? F °C OF I "G I Factor I Inch(mm? ----------- -------------------- s., nl'rr 1 .--- --- ---- -� - ---- [CC g8 rr v2 arty," (8.2) I ,75 [12) i 175 7c iCO I 3B i 3 0 (43 2) 2.75 (57) M Ovdinary Torrtp. R Ling i Intorrnadaito Trxrip. Rm ling i ; fSiinirrlrtrrt mmccov&dgoargst spacing ............._(166F °',,...-.,,.,,,,.,i..,,-,,,--...,, ,,,.,f�TS..°Fly]=:C3......_..............._q Top61 Ddfladorto Coifing ap ing I Ft x Ft (m x rn' Ft #m Floyd PI'a®Sure I Flow Pr45SMrO mods {ritual Ft 4rrtl ----- ------------- -- -- - ............. GPAAr1.k n}I Psi {bod I GPfN[Urnin?y Pwl tiiclt3 _. � _._ M.._._.. - .._.- . 12 x 12 (3,t3 x3,6) i 2 (3.61 ;3 {3 ,34 i -.0 (0.46i i 8'OD.3j I ' o (0,4R) � uri• x� =2eka,tvr, ar . ....'...._............_.........._........_..........__...._.... [3�aml {x !ism r f�F'P; 13D. 13fi C (2,4J 14 x 14 {4,3 x4,'i) 14 (A,3} SC ;s7,13) 1 i (v, 76i J (37_$i _ t 1 f0,7n) { ,y' 1 3 irsb3i�d n. Ix�Zrs 1' So 3'� i 1 1 Cif 7 k:47:.4} irijnctr'. c•�,e�ct::r�5n . [-or G :ling t{pes ever to NKIR 13. t 3h or 1, 40 Technical Data: F1 Res 49 Pendent and Recessed Pendent (SIN R3516) ....... ...... ... _.., Max. - Sprinkler Max. Actual Sprinkler Thread f4arrtinai Orifice Pressure Temp_ Rating... Arylp"; Terrtp,.. K Length Size Irrch(rrlm) _- -;F °C Factor -- —Inch [tTLMJ..._ RFr 1 1�., t12} -- - 15.5 - 175 _ 5t3 7g 5G 88 5fi y (70 g) 2.25 i5T' Ordinary Temp. €wing lilternwdiste Temp_ Ratirtg Top of Deflector Mlrtinlutxl fL9ax. Caver�ra qr Max. Spacing 155°FB8°C (I 75°F179'G} 10 Celli rig Spacing Flm Pf re Ft x Ft sins x m) Rim) 11nw Pressure Inch { mmt R (rn) — GFiM (I frrllrl) ..._P_m.E_ow)._..F'M 3 rl..Cl; tlnrli Pal �_ - — - P. x 1 ? r3,ri x 3,3i - - - r" {3,F; 7.[1 {t7,46) 13 (49) 7.0 (C,48) Srr'hx7lh Ced+rigs '.':c 4 (31 7 W 102] usr±g F2 SrlitCru3u 11e 4 (25.4 to 1M usng P egxrtcttoon, 14 x 14 {4,3 ! ,`r i • „1. .S (l 3; 7.l) j�,48) i 3 't j 7.4 i s 48} ------ --------- ------ I :6 x 16 4,9 x A-j} I-- r -- 1$ (5,`s) "s r49' — 17 (s4,3) 7.0 0.46 i3 A9 7.C1 /0,4t's) 86amed Ckhrl9a poi P1"Pa 13D, 13ik or 13 instilled in naar-c- tui to 1 °-fi (31. 7 to : d x 188 (5.5 x 5"j - 12 (0.83) — ----- 17 (64,3) 12 f D,83i 44 4) u'srrg F2 escurLchacr" 1 20x20(5,1x(3,11 2G(E.11 273(7S,f) 16.7i',,idj 2G(75,7) 16,7%1,i4) ia'�fi(25.4,c44,4,usin F1 g E9CLltC71fc47n ...... For Ceihn.g types refer to NFPA 13, t,3R a- 131) HYDRAULIC SYSTEM This Building is Protected by a Hydraulically Designed Automatic Sprinkler System. Date Installed 8l15117 Location CALL AREA 1 Number of Sprinklers 2 Basis of Design 1, DENSITY .05 gpmisq.ft. 2. DESIGNED AREA OF DISCHARGE 512 sq.ft. System Demand 1, WATER FLOW RATE 31.7 gpm 2. RESIDUAL PRESSURE AT THE BASE OF THE RISER 34,9 psi Installed By Fire Sprinkler Systems, Inc_ HYDRAULIC NAMEPLATE N.T.S. SENJU SPRINKLER 00,LTD. Residential Lead Free Flat Concealed Sprinkler, �Ar Pendent, i=��:~�•:�� ._._..._..__�� Model: RC-RES, K-Factor: 3.7. SfN: SS8261—' GEMS-RAL DESCj41PrION The Model RC-RES Resldentlal Flat Concealed Sprinklers am automatic sprinklers of the compressed ruslble solder type. These are decorative and fall response. The Cover Plate Assembly hides the Deflector, Heal Responsive Element etc_, which Is in turn concealed above the ceiling- The cover plate has a flat profile, and its diameter is extremely small (2-615 inch. 68mm)- The push -on andlor thread -on. Ihiead-off design of the concealed cover plate assembly allows easy inslalWion or the cover plate. Therefore, the Model RC-RES should be your Mrsi choice when aesthetics is the major consideration for ultimale appeal and unbeatable performance Is desired- The Model RC-RES is designed for the residential occupancies and 0 is perfect for use in homes, hclels and other living quarters. The Model RC-RES is to be used in wet pipe residential sprinkler systems for Cane- and Two- Family Dwehigs and Manufactured Homes per NFPA 130; wet pipe residential sprinkler systems for Residential Occupancies up to and Including Four Stories in Heigh perNFPA 13R; or, wet pipe sprinkler systems for the residential portions of anyoccupancies per NFPA 13. The Model RC-RES has a 3.7 (53.3 LPMlbarl ] K-factor that meets the required residential flow rates with minimal residual pressure, which allows for smaller pipe saes and wale r su pply requirements. For extended Installation flexlbitity, the Model RC-RES provides 112 Inch (12.5mm) vertical adjustment. This adjustment in Installation decreases the need for precise cutting of the pipe that drops to the sprlhkler and allows for a perfect fit with a range of pipe lengths. The heat senshivity and water distribution deslgri of Model RC-RES allows for an Increased chance of residafrls' escape or evacuation in case of fire. However, restdentlal fire sprinkler systems are not a substitute for ilre safety awareness or fire safety conshuction required by building codes. -Lead Free"is defined in the Reduction of Lead in Drnking Water Act (S-3874) endorsed byAVVVVKs Waler Ullily Council, and California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead in'ruelled surface of pipes, plumbing fillings and rMums, WARAYNOS Tire Model RC-RES must he nwtailed and inaintained in accordance with the rules stared herein as "If es in compliance with the applicabla standards of fie Nationai Fire Proiecrion AssooiaWn reguiadons arrd the standards of any other arrihorrties having jurisdfolkil. hr rfre eventof this condition, consult the authodtfes having jurisdiction for guidance and approval Failure to do so may hnpalr the lWegrlty of these devices. It Is IW responsibility of the irrstafiirrg contractor to provide a copy of this doceanerrt to the owner or his representative and in turn, it is the obligation of the oLwier to provide a copy of this docrmient to a succeeding ot"w.. lire owner is responsible for inainlaining their fire protection system: and devices fn proper operating conditforL The Instafrfmg contractor orspnnklermarwfacturershouid he contacted with any related questkm. TECHMCAL DATA Approvals:,UL., Lister!, NSF-41-G Sprinkler Identification Number (SIN). SS8251 Maximum Wonting Pressure: 775psi (12.7bar) Discharge Coefficient (Nominal IC-Faclon; K=3.7 GPWpsi'`) IS3.3 LPMil ar''r1 Temperature Rating: 1$RT (721C) Sprinkler with 140T {6O'C) cover Plate 175T 179C) Sprinkler with 140Y (60'0) Cover Plata 175T i74°c) Sprinkler with 162T (7ni Cover Plate Color Code (Sprinkler) 162T (72'0): Uncolored 175T (79 G): While Color Code (Cover Plale) 140T (60"C ): Na stark 1621F (72°0): White -Colored Mark Vertical Adjustmenl: tf2 inch (12.2 mm) Cover Plate Finishes, Standard Finishes - White, Ivan Beige; Brown, Black, Nickel, Wood Grain Custom Finishes - Custom color and custom pattern cover plates are available on special order. Contact a Senju Sprinkler representative with any custom orders. Please see chart on Page O for more detail. Physical Characteristics. Ref. Figure 1 serfsra�a r75'r°:<ro'c OPERATION In case of fire, the sarder component that holds logemer the CDVar Plate and the Retainer molts, Then. tho cover Plate is released at once. As s result. the Deflector drops down to the intended position. m Heal Collectors era exposed-to-ffre. and when suRlciant heat from the fire is retarded, internal components of the sprinkJerio fall apart. This leads le allow the water flow to be distributed on trio affected try fire area. (Ref. Flgure 2) TABLEA. WPA 13D & 13R WET PIPE HYDRAULIC DESIGN CRiT✓FRRA forModef SS8261 Maximum Ordinary Intermediate Covera a Maximum Temperature Rating Temperature Rating Deflector Minimum Spacing t52'F (72 G) 175°F {79°C) installation Spacing Area' Ft. to Type Ft. Flow Pressure'' Flow' Pressure':'! Ft. x Ft. (m) GPM PSI GPM PSI Ceiling (m) (mum) (LPM) bar LPM (bar) Smooth Ceilings 318 to 718 12.12 12 iD 7.3 11 8.8 Inches. (3.7.3.7) (3.7) (37.8) (0.50) (41.6) (0-60) Beamed Ceilings par NFPA 1 Dr R ot3 Concealed () Installed in team 318to 14-14 14 10 7.3 11 8.8 (4.3x,.3} 4.3} {37.8) {0.50) {41.6] {0.60) inches below bottom of beam. (a) For coverage area dimensions less than the above mentioned, it needs to use the minimum required flaw for the Next Higher Coverage Area listed, (b) Requirement i8 based on minimum flow in GPMiLPM from each sprinkler The assaciats-d residual pressures are calculated using the nominal K-Factor. Refer to Hydrauu[IC Design Criteria Section for derails. (c) For systems wlih telling types smooth flat horizontal, or beamed, or sloped, In accordance with the 2013 Edition or NFPA 130. 13[1 or 13 as applicable. — - 13DICRC 313.3 GENERAL NOTES 1. AUTOMATIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE INSTALLED IN ACCORDANCE WITH NFPA 13D 2016 EDITION AND THE REQUIREMENTS OF THE CITY OF LA QUINTA l IRE DEPARTMENT. 2. THIS SPRINKLER SYSTEM SHALL BE TESTED AND INSPECTED BOTH THE ROUGH AND FINAL INSPECTION PRIOR TO OCCUPANCY BEING GRANTED. THE JURISDICTIONAL FIRE PREVENTION OFFICE WILL BE NOTIFIED A MINIMUM OF TWO WORKING DAYS IN ADVANCE OF THE REQUESTED INSPECTION. 3, THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS. 4, NOTCHING, DRILLING, OR OTHERWISE PENETRATING STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH CALIFORNIA BUILDING CODE. 5. TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY BLAZEMASTER U.L. LISTED. 6. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING IT'S FUNCTION. 7. PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM PLUMBING CODE. PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY AFCQN MFG. ARE U.L. LISTED AND ARE INSTALLED ACCORDING TO THE HANGING REQUIREMENTS IN THEIR TECHNICAL DATA (SEE DETAIL]- 8, THE SPACING AND LOCATION OF SPRINKLERS SHALL CONFORM WITH THE MANUFACTURES REQUIREMENTS AND THOSE CONTAINED iN NFPA 13D, 2016 EDITION. 9. IF REQUIRED BY A.H.J. THE ALARM INDICATING DEVICE SHALL BE LISTED FOR OUTSIDE SERVICE AND AUDIBLE FROM THE STREET THAT THE HOUSE IS ADDRESSED ON. 10. SMOKE DETECTORS TO BE INSTALLED BY OTHERS. 11, RESIDENTIAL CONCEALED PENDENT SPRINKLERS ARE U.L. LISTED AND MANUFACTURED BY RELIABLE INSTALLED AT 16 FT. MAXIMUM SPACING (SEE TECH. DATA). 12. PENDENT INTERMEDIATE TEMP. QUICK RESPONSE SPRINKLERS ARE U.L. LISTED AND MANUFACTURED BY RELIABLE INSTALLED AT 16 FT. MAX. SPACING (SEE TECH. DATA). 13, PENDENT SPRINKLERS ARE AT LEAS 3 fit. FROM OBSTRUCTIONS E.G. LIGHT FIXTURES CEILING FANS, ETC. OR IN CORDANCE WITH TABLE 8.2.5-3.2 AND SECTION 6.2.5.1. SPRINKLER LOCATION FOR CONTINUOUS OBSTRUCTIONS ARE IN COMPLIANCE WITH 8.2.5.3, 14. SOFFITS AND CABINETS TO BE PROVIDED WITH SPRINKLER COVERAGE iN ACCORDANCE WITH 8.2.5.5. 15, SPARE SPRINKLERS SHALL NOT BE REQUIRED TO BE PROVIDED IN ACCORDANCE WITH 5.1A.2. 16, NFPA13D 8.3.5.1.1 WHERE THE FUEL -FIRED EQUIPMENT IS ABOVE ALL OF THE OCCUPIED AREAS OF THE DWELLING UNIT, NO SPRINKLER PROTECTION SHALL BE REQUIRED IN THE CONCEALED SPACE. PRESSURE REGULATOR PRESSURE REGULATOR TO BE SET AT 60 PSI TO BE SET AT 60 PSI TO DOMESTIC WATER TO DOMESTIC WATER CONTROL VALVE FOR DOMESTIC CONTROL VALVE FOR DOMESTIC 5 GPM ALLOWANCE 5 GPM ALLOWANCE T I 104 2' ELEV. 1 Q4 Z ELEV. CONTROL BALL VALVE CONTROL BALL VALVE FINISH GRADE V ELEV. 1Y4" COPPER L 3/4" MASTER METER BLMJ 9.5 PSI LOSS 1%11 PVC 1" COPPER K IAETER 1 D3 70' MAX 30'MAX -2' ELEV. 1 Q2 1 f] 1 -2 ELEV. i AL T UNDERGROUND DETAIL N.T.S. (FOR REFERENCE LY) 'FOR REFERENCE ONLY FINISH GRADE 0' ELEV. 1Y4" COPPER L 1" METER 4 PSI LOSS "PVC 1" COPPER K MAIN METER I� 100 103 70' MAX 1 30' MAX -2' ELEV. -2 ELEV. -2 ELEV. UNDERGROUND DETAIL N.T.S. (FOR REFERENCE ONLY) MAIN 1OO -2 ELEV, AVENUE 51 L� z 0 (n ~_ — J AVENUE 52 z 0 rn w AVENUE 53 Li IL W Li � sin AVENUE 54 _ �w rd SITE o W a A®NLJr �-0R.� o IIClNITY MAP 0 a AIRPORT BLVE) NM VICINITY MAP N.T.S. GRIFFIN RANCH MASTER PLANS TRACT 32879 ' PLAN 3271 LA QUINTA, CA. AHJ: CITY OF LA QUINTA LEGAL DESCRIPTION OCCUPANCY; R31 U CONSTRUCTION: V-B STORIES: 1 BUILDING AREA: 3,905 SQFT, FIRE SPRINKLER SYSTEM: DESIGNED AND INSTALLED PER 2016 NFPA 13D ALL RESIDENTIAL WITH A .05 DENSITY WITHIN AREAS - SCOPE OF WORK: FIRE SPRINKLER DESIGNED AND INSTALLED PER 2016 NFPA 13D ALL RESIDENTIAL WITH A .05 DENSITY WITHIN AREAS RESIDENTIAL WITH A _05 DENSITY WITHIN AREAS - SCOPE DF WORK TO START AT BASE OF RISER (NODE 104). CPVC TO SYSTEM SPARE SPRINKLERS SHALL NOT BE REQUIRED TO BE PROVIDED PER 5.1.1.2 BUILDING SUMMARY 10 CONCEALED RES. PENDENT SPRINKLER CONCEALED RES. PENDENT SPRINKLER RESIDENTIAL PENDENT SPRINKLER } CHANGE IN ELEVATION RISER LOCATION (PER DETAIL) 7CX NODE POINT FOR CALCULATION HANGER TIC DETAIL S YMB OL LEGEND ;5 Ca. C" 1p• ■5p ^s APPROVAL, fj? ,, a �'� .... f t THE RIV$RSIDE COUNTY FIRE OFPARTNI�NT!' HAS REVIEWED AND APPROVED THE PLANS A O�ATE�' ._-1 WITH THE PPRMITICASE N!EMBER 4rST�"' _ �`•• BELOW. APPROVED? PLAN IS VALID FOR ON R AND7 IS SUBJECT TO COMPLIANCE WI - APFILICASLE CORES FROM TIME OF APPR '♦[ AND REQUIRED FIELD INSPECTIONS. f� G. Yz"MAIN DRAIN VALVE DRAI TO EXTERIOR RUBE R FACED CHEC 3 PSIn GATE:��-� r4r+ PERMfTIC1 yf c ow,a, r.c�+cr iv REmY►t a'N, �r APPROVAL S TA o �- 3= LU 3rn W J� Q� cn� n� dLu cm 0 a 55 W _ d E5 d z SO 10'ELEV, FROM FINISI GRADE 1"CPVC RIS 14-112" x 0" ACCESS OOR Wnam I I ■ LICENSE NO.684600 CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL • DESIGN, ENGINEERING AND INSTALLATION • 705 E. HARRISON ST„ SUITE 200 CORONA, CA 92879 PH - 900-915-3473 FAX - 951-272-2535 • The recipient of these plans hereby acknowledges that all plans. details, specifications or methods of installation contained in this set of plans is the sole property of Fire Sprinkler Systems, Inc. and that any use of this set of plans is prohibited and is a violation of copyright laws without first receiving permission from Fire 0 z Lu W z LViJ 1 W 0 G J W UJ ti 04 Cl) Z �= Q QJ Iri LU rl- N C3 J �F- J 1- JOB NO: 31586 DATE: 8115/17 ... DRAWN BY: M.N. ION y CLASSIFICATl01V C-160 * LICENSE NO. (, 6846Q0 CAL14O4�� s12E. 24" x 36• 106 STATIC 82.8-10% = 74.52 PSI RESi13IIAL 74.82 -10% = 67.34 PSI 4' ELEV. FLOW 2,300 GPM SCALE 105 N.T.S. WATER FLOW INFORMATION IF SKEET 15 LESS THAN 24" X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDIN(31-Y 1 D4 2' ELEV (RISER DETAIL N.T.S. SHEET ID GENERAL NOTES SHEET FP OF FP4 1-HR. AND 2-HR. GYPSUM WALL ASSEMBLY 1 OR 2 HOUR FIRE RATED THROUGH PENETRATION FIRESTOP FOR SINGLE PLASTIC PIPE THROUGH GYPSUM WALLS USING 6LAZEMASTER CAULK 8 WALK F RATING =1-HR. AND 2-HR. T RATING =1-HR. AND 2-HR. DRAWING NOT TO SCALE 1. PRE -RATED GYPSUM WALLBOARDISTUD WALL ASSEMBLY A) THE F RATING =1 HOUR IF THERE IS ONE LAYER OF GYPSUM WALLBOARD. B THE F RATING = 2 HOUR IF THERE ARE TWO LAYERS OF GYPSUM WALLBOARD, 2.. PLASTIC PIPE • A NOM. 2" DI]ANI. {OR SMALLER) SCH. 9 PVC PIPE THE ANNULAR SPACE RANGE $HALL BEI,M1N.114" TO MAX 1-3I8 NOTE: FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS, 3. BLAZEMASTER CAULK & WALK- MIN. 112" THICKNESS OF SEALANT APPLIED WITHIN OPENING. ADDITIONAL SEALANT TO BE INSTALLED SUCH THAT A MIN. 1/4' CROWN IS FORMED AROUND THE PENETRATING ITEM, NOTE: THE F & T RATINGS OF THE SYSTEM 15 EQUAL TO THE FIRE RATING OF THE WALL ASSEMBLY, UL/cUL SYSTEM NO. WL2151 HYDRAULIC SYSTEM This Building is Protected by a Hydraulically Designed Automatic Sprinkler System. Date Installed 8115/17 Location CALC AREA 1 Number of Sprinklers 2 Basis of Design 1. DENSITY .05 gprn/sq.ft. 2, DESIGNED AREA OF D{SCHARGE 512 sq.ft. System Demand 1. WATER FLOW RATE 31.7 pm 2, RESIDUAL PRESSURE AT THE BASE OF THE RISER 34.9 psi Installed By Fire Sprinkler Systems, Inc. V 0 VERANDA 12'-0" CLG. { i t -. t Q 0 GJ Gf i 1 V-0" CLG. GREAT ROOM 12'-0" CLG. ;- 8' COURTYARD PLAN 3271 FIRE SPRINKLER PLAN SCALE 1 /4" =1 r_01t SIZE - SYSTEM PIPE: 314" thru 3" MATERIAL - CARBON STEEL. FINISH - Mil. Galvanized. LI STI NGIAPP R OVAL - 203-EX 4231. EX 2551 FUNCTION - Support horizontal piping: CPVC. Copper or Steel. Size 314" - 2'. ' Prevents upward movement of pipe from pendent sprinkler discharge. Stabilize vertical piping. INSTALLATION - Per these instructions including NFPA 13. 13R, 131) and CPVC manufacturers instructions, install on horizontal or vertical mounting surface. FASTENERS - UL Listed per NFPA 1$ in WOOD: 3M:" - 3" CPVC PIPE - #905 screw - no pre -drill. 3J4" - 3" Steel and Capper pipe - 914 x 1 112" SMS or 114"x1 112" lag bolt - no pre -drill. in STEEL: min. 1S GA. 3Ja" • 3" CPVC, Copper and Steel pipe - 1r4" or $14 Tek Screw. FEATURES Offset edge eliminates abrasion. Hang " Retainer deimples secure hanger to pipe during installation - Required AFCON #905 screw included - 5116" hex head - ORDERING - Part# and pipe size. CAN ALSO BE USED TO REPLACE - 0500 Pipe Strap N520 Tin Strap 510 FAST. SIZE DIM. 314 2.126 1 2.312 1 1 A 3.170 1112 3AX 2 V2 4.320 3 5.329 Restraint bilize Nominal Pipe Size (in.) Y." 1' 1 I." 1 /" 2" 2'/" 3' 3Y." 4' 5" 8' tP Steel pipe except threaded NIA 12' 0" 12'-0' IT-O' IT-0" 15'-0" 15'-U" 154' 15'-0" W-0" 16-0- 15'•0' lightwall Threaded fightwall steel NIA 12-0' 12'-0' IT-0" 12'-0" 1Z-9' 12'-0' NIA NIA NIA NIA NIA pipe Copper tube 64 8'-0' 10'-0' 10'-0" 12'-0" 12'-0" 12'-0' 16-0" 16-W 15-0" 15-0' 15'-0' CPVC 5'-6" 8'-0' 6'4" 7'-0 V-W 9'-0- 10'-0' NIA NIA NIA NIA NIA Polybutylene (IPS) NAT-9' 4'-7" 6-T T-11' NIA NIA NIA NIA NIA VA NIA Polybutylene (CTS) 2'-11" 3'-4' T-11' V.5' 6-6' NIA NIA NIA NIA WA NIA NIA Ductile iron pipe NIA NIA NIA NA NIA 15-0" NIA WA 154' NIA 15'-0" 15' 0" AFCON 510 HANGER (STEEL - COPPER - C.P. V.C. ) NOT TO SCALE 1 4 SIZE - SYSTEM PIPE: 314" thru Z' d MATERIAL - Carbon Steel. FINISH - Mil. Glavanized. LISTiNGJAPPROVAL - 203-EX 4231. EX 2551 PATENT - No. 6.648,278. FUNCTION - Support horizontal piping CPVC, Copper or Steel. Provides listed verticallhorizontal restraint and prevents upward movement of pipe from pendent sprinkler discharge. Stabilize vertical piping. INSTALLATION - Per these instructions including NFPA 13, 13R, 13D and CPVC manufacturers instructions. Install on horizontal or vertical mounting surface. Snap over pipe then squeeze strap back allowing pipe to slide freely. When 9905 threads are exposed in wood, install $906 backing nut. FASTENERS - UL Listed per NFPA 13 WOOD - GPVC pipe - #905 screw- no pre -drill. Copper and Steel pipe - 914 SMS or 114 'x1 1J2" lag screw - no pre -drill. Thru 518" gypsum board - 1J4"x 2" lag screw. STEEL - min. 18 GA. - CPVC, Copper and $tell pipe - 114" or #14 Tek Screw - CONCRETE' Required minimum load each fasterner = 5(wt)+2501bs. 2 FEATURES " 1 112" Offset- loose fit allows pipe to slide. "Common oenter-line for 314" and 1". "OHsatedge eliminates abrasion. "AFCON #905 straw included - 5116" hex head - OR D E RI NG - Part # and pipe size. AFCON #906 hacking nut sold serparately. 4 ReW.. HangerfRestminer Nominal Pie Size (in.) 3:" t" 1'/." 1 %" 2' ZIN 3' 3%" 4" 5" 6" a" Steel pipe except threaded NIA 12'-0' 12-0' 164' 15'-0' 15' 0" W-0" 15'-D" 15'-0" 15-0' 15'-D" 15'-0" fightwall Threaded 4ghtwall steel NIA 12-0" 12'-0' 12-0" 12'-D' 12'-0" 12-0" NIA WA NIA NIA NIA pipe Copper tube 8'-D" 8'0" 10'-0' IV-0" 12'-T IZ-W 12'-ii" 1T-0' 194' 15'-0' 15'-D• 15'-0" CPVC 5'-6" 5'-0" B'-6" T-0" S'-0" 9'-0" 10'-0' NIA NJA NIA NIA NIA Pdybutylorne (IPS) NIA 3'-9" 4'-7" S-0" 5'-11' WA NIA NIA WA NIA NIA N/A Polybutylene (CT5) 2'-1 T' 3'-4" 3'-11' 4'-5" 5' S' NIA NIA NIA N/A NIA NIA NIA Ductile iron pipe NIA NIA NIA NA NIA 16-V MIA NIA 164' NIA IT-0" 15'-0" AFCON 514 HANGER (STEEL - COPPER - C.P. V.C. ) NOT TO SGALE iilize FLOOR AREA - 3,271 SOFT. TOTAL LIVING AREA - 3,271 SOFT. GARAGE AREA- 634 SQFT. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13D, 2016 ED. NOTES: 1. ALL HEAD SPACING TO BE 16'x16', UNLESS OTHERWISE NOTED, 2. ALL PIPES TO BE s/4' CPVC, UNLESS OTHERWISE NOTED. 3- PIPE CLEARANCES MUST BE IN ACCORDANCE WITH NFPA 13-9-3-4- 4- HANGERS SHOWN FOR REFERENCE PURPOSES ONLY. HANGER SPACING TO BE PER TABLES ON THIS SHEET. 5. SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55sgft, AND LESS. (SECTION 8-6-2.) 6. SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES THAT MEET ALL OF THE FOLLOWING REQUIREMENTS' (1) THE AREA OF THE SPACE DOES NOT EXCEED 24sgft, (2) THE WALLS AND CEILINGS ARE: SURFACED WITH NONCOMBUST)BLE OR LIMITED -COMBUSTIBLE MATERIALS AS DEFINED IN NFPA 220. 9. 8.2.5A.2 THE DISTANCE SHALL BE: MEASURED FROM THE CENTER OF THE SPRINKLER TO THE CENTER OF THE OBSTRU CTION- 10. 8.2.5.E SHADOW AREAS SHALL BE PERMiTTEF) IN THE PROTECTION AREA OF A SPRINKLER AS LONG AS THE CUMULATIVE DRY AREA DO NOT EXCEED 15sgft (1.4 sqm) PER SPRINKLER. n 0 d 9" =FSS • LICENSE NO.684600 • CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL • DESIGN, ENGINEERING AND INSTALLATION • 705 E. HARRISON ST., SUITE 200 CORONA, CA 92879 PH - 800-915.3473 FAX - 951-272-2535 • The recipient of these plans hereby acknowledges that all plans, details, spec-Hications or methods of installation contained in this set of plans is the sole property of Fire Sprinkler Systems, Inc. and that any use of this set of plans is prohibited and is a violation of copyright laws without first receiving permission from Fire Sprinkler Systems. cn rn o� oC ur S [r] C7 S l+�J !mod cV it a u3 r•- Ca � r�ir U LU ra � rn rn rX] to U Ci `rz a W rnwH -�rQ CAW orw VQ C] � U .WO 11U U. . U U LJ.. LU J LJ W W 1k: ti CO 2jz U):z < lc-� Z< wI �04 d LIJ J .JOB NO: 31586 DATE: 8/15/17 DRAWN BY: M.N. 10 (CATION r� C-16 � * LICENSE NO. 6$4600 512E - 24" X 36" SCALE IF SHEET IS LESS THAN 24" X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID FIRE SPRINKLER PLAN SHEET FP2 OF FP4 P 1-HR. AND 2-HR, GYPSUM WALLASSEMBLY 10R 2 HOUR FIRE RAPED THROUGH PENETRATION FIRESTOP FOR SINGLE PLASTIC PIPE THROUGH GYPSUM WALLS USING BLAZEMASTER CAULK & WALK F RATING =1-HR. AND 2-HR. T RATING =1-HR. AND 2-HR. DRAWING NOT TO SCALE 1, PRE -RATED GYPSUM WALLBOARDISTUD WALL ASSEMBLY Aj THE F RATING =1 HOUR IF THERE IS ONE LAYER OF GYPSUM WALLBOARD. B THE F RATING = 2 HOUR IF THERE ARE TWO LAYERS OF GYPSUM WALLBOARD. 2. PLASTIC PIPE - A) NOM. 2" D1AM, (OR SMALLER) SCH, 40 PVC PIPE B) NOM 2" DIAM (OR SMALLER) CPVC PIPE, THE ANNULAR SPACE RANGE SHALL BE ,MIN.1W TO MAX 1-318 NOTE: FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. 3, BLAZEMASTER CAULK 8 WALK - MIN. 112"THICKNESS OF SEALANT APPLIED WITHIN OPENING. ADDITIONAL SEALANT TO BE INSTALLED SUCH THAT A MIN. 114" CROWN IS FORMED AROUND THE PENETRATING ITEM. NOTE: THE F & T RATINGS OF THE SYSTEM IS EQUAL TO THE FIRE RATING OF THE WALL ASSEMBLY. ULIcUL SYSTEM NO. WL2151 1" HYDRAULIC SYSTEM This Building is Protected by a Hydraulically Designed Automatic Sprinkler System. Date Installed 8/15/17 Location CALC AREA 1 Number of Sprinklers 2 Basis of Design 1. DENSITY ,05 gpm/sg.ft. 2. DESIGNED AREA OF DISCHARGE 512 sq.ft. System Demand 1. WATER FLOW RATE 25 gpm 2. RESIDUAL PRESSURE AT THE BASE OF THE RISER 42.5 psi Installed By Fire Sprinkler Systems, Inc. 0 t0 SQFT. VERANDA 12-0" CLG. I COURTYARD SIZE - SYSTEM PIPE: 314" thru 3' MATERIAL -CARBON STEEL. Fi N1 S H - Mil I. Galvan ized. Ll STI NGIA PP ROVAL - 51❑ FAST. SIZE DIM. 314 12128 1 2.312 1 1Id 3.170 1 t!2 3 400 2 112 4.320 3 5.320 203-EX 4231. El( 2551 ........... . ........ ......... .................... ............. �_. - _,............ FUNCTION art horizontal Ping CPVC, or to Size 314" - 2'pPrevents upward movement of pie from pendent sprinkler discharge. k..,_....t-..- - —.... --.... _...-----....... _...._...... ... .... _-.........__.-.�... . .... ...... ..........._..- - - — ..- ------ ---- �.._. - I rerslnstrucllons. Stabilize vertical piping. NSTALLATiON Per these instruDtiDns including IN 13. 13R, 13D and CPVC manufactu install on horizontal orvertkal mounting surface. FASTENERS - UL Listed per NFPA 13 in WOOD: Restraint 314" - 3" CPVC PIPE - #905 screw - no pre -drill_ 314" -3" Steel and Copper pipe - #14 x 1 112" SMS or va x1 112bolt n gall. in. 18 A. J...._... — - ._. ..._........,.- ............ .................. ............ .... - ..._...-..-..__..._.._..- -- - - n STEEL; 1'- CPVC. GCopper and Ste pipe 11a or #14 Tek Screw. lag - o pre FEATURES Offset dge eliminates abrasion. e ' e Clang r 'Retainer dimples secure hanger to pipe during installation, Ll Required AFCON 9905 screw included - 5116" hex head. ORDERING - Part # and pipe size. k CAN ALSO BE USED TO REPLACE - 4500 Pipe Strap I #520 Tin Strap m 10' 90'x2O' SPACING ALT. PLAN 3271 14'X14' FIRE SPRINKLER PLAN SCALE: 1 /4" =1 t-0" Nominal Pipe Size (in.) %" 1" 1'4" 1%' 2" 2'!:' 3" 3W 4" 5" 6" 8" Steel pipe except threaded lightwa11 NIA 12'-0" 12"-0" 15'-O" 1 F-D" 15'-U' 15'-0" 16-T 15'-0" 15"-t}" 15'-0" 15'-0" Threaded lightwall steel NIA 12' 0" 12'-O' 12'-0' 12',9' 12'-0' 12-0" NIA N/A NIA NA NIA pipe Copper tube 8'-0" T-O' 1 T-G' 10'-0' IZ-9' 12'-0" 12-0" 15'-9" 15'-D' 15-0" 16-0' 15'-0" CPVC 5-6" F-D" V-6: 7'-0" 8'-0" 91-T -0 10'" NIA WAWA NIA NIA Polyburylene (I PS) N/A T-9' 4'-7 5'-0" 5'-11" NIA NIA NIA NIA NIA NIA NIA Pplybutylene (CTS) 2'-11" 3'A' 3'-11' 4'-5" 5'-5' NIA WA NIA NIA NJA NIA NIA Ductile iron pipe NIA NIA NIA NA NIA 15'-D" WA NIA 15'-O' NIA 15'-D' 15'-0' AFCON 51 0 HANGER (STEEL - COPPER - C-P. V-C. NOT TO SCALE r SIZE - SYSTEM PIPE: 314" thru 2" MATERIAL - Carbon Steel. FINISH - Mil. Glavanized. USTINGIA-PPROVAL - sillill 203-EX 4231, EX 2551 PATENT - No. 6,648,278_ FUNCTION - Support horizontal piping: CPVC. Copper or Steei. Provides fisted verticallhorizontal restraint and prevents upward movement of pipe from pendent sprinkler discharge. Stabilaevertical piping. INSTALLATION - Per these instructions including NFPA 13, 13R, 13D and CPVC manufacturers instructions - Instal I on horizontal or vertical mounting surface. Snap over pipe then squeeze strap back allowing pipe to slide freely, When 9905 threads are exposed in wood, install #906 backing nut. FASTENERS - UL Listed per NFPA 13 WOO ❑ - CPVC. pipe - 0905 screw- no pre-d rill. Copper and Steel pipe - #14 SMS or 1J4 "x1 1I2" lag screw - no pre -drill. Thru 518" gypsum hoard - 114"x 2" lag -screw_ STEEL - min- 18 GA. - CPVC, C❑ per and Stell pipe - 1l4' or #14 Tek Screw, CONCRETE: Required minimum Poad each fasterner= 5(wtj+2501bs. 2 FEATURES 1 112" Offset - loose fit allows pipe to slide_ Common center -line for 314' and 1 ". offset edge eliminates abrasion. AFCON #905 screw included - 5116" hex head, ORDERING - Part# and pipe size. AFCON #906 backing nut sold serparately. HangerlRestrairrer Nominal Pipe Size (in.) W V 1 K" 11/V Z' 2V 3" 33/,' 4" 5• 61 8" Steel pipe except threaded NIA 12'-W 12'-0" 16'-0" t 5'-G' 15'-0' W-0" 15' G" 15'.0" 15-0" 15' O" 15 0" lighlwalI Threaded tightwall steel WA 12'-0" 12'-0" IZA" 1Z-0' 12'-G' 1Z-D' NIA WA NIA WA NIA pipe Copper tube 8'-0' 6'-0' 101-0" W-o" 1 Z-0' 12'-0' 12'-0" 15'-0' 15'-0" 16.0' W-0" 15'-0" CPVC S-S" 6' 0" 6%6" T-d' 8'-0' Y-O" 10'-q" NJA WA NIA NIA WA Pdybutylene (I PS) NIA 3'-9" 4'-T" 5•0- S-11' WA NIA NIA NA NIA WA NIA Polybutylene (CTS) 2'-11" 3'-4" 3'-11" 4'-5- 5'-F WA NIA NIA NIA NIA WA NIA Ductile iron pipe NIA NA NIA NIA NIA I6'-Y NIA NJA IV-0" NIA JV-G" AFCON 514 HANGER (STEEL - COPPER -- C. P. V. N43T TO SCALE 'dire FLOOR AREA - 3,271 SQFT. TOTAL LIVING AREA - 3,271 SOFT. GARAGE AREA- 634 SQFT. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13D, 2016 ED, 1 NOTES: 1. ALL HEAD SPACING TO El14'x14', U LE:SS OTHERWISE NOTED. 2, ALL PIPES TO BE 3/4" CPVC, UNLESS OTHERWISE NOTED. 3. PIPE CLEARANCES MUST BE IN ACCORDANCE WITH NFPA 13-9.3.4, 4. HANGERS SHOWN FOR REFERENCE PURPOSES ONLY. HANGER SPACING TO BE PER TABLES ON THIS SHEET. 5- SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55sgft. AND LESS. (SECTION 8.6-2.) 6. SPRINKLERS SHALL NOT SE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES THAT MEET ALL OF THE FOLLOWING REQUIREMENTS: (1) THE AREA OF THE SPACE DOES NDT EXCEED 24sgft- (2) THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE MATERIALS AS DEFINED IN NFPA 220. 9. 8.2.5.1.2 THE DISTANCE SHALL BE MEASURED FROM THE CENTER OF THE SPRINKLER TO THE CENTER OP THE OBSTRUCTION. 10, 8.2.5-6 SHADOW AREAS SHALL BE PERMITTED IN THE PROTECTION AREA OF A SPRINKLER AS LONG AS THE CUMULATIVE DRY AREA ❑O NOT EXCEED 15sgft (1.4 sqm) PER SPRINKLER. 0 cry on 14 W � C d 4 ibilize 2 S LICENSE NO.684600 s CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL DESIGN, ENGINEERING AND INSTALLATION 6 705 E. HARRISON ST., SUITE 200 CORONA, CA 92879 PH - 800-915-3473 FAX - 951.272-2535 ■ The recipient of these plans hereby acknowledges that all plans, details, specifications or methods of installation contained in this set of plans is the sale property of Fire Sprinkler Systems, Inc. and that any use of this set of plans is prohibited and is a violation of copyright laws without first receiving permission from Fire `o Q0 m o ut C7 � Tr :;t 'C? S 1'- [+7 2 LJ 11.1 ie ie C �A Ln co d F- O U - [Q Z. pt. Cl( i-- i�-' fizz- U SJ] ci ok a J d LYuj � LU Q U �' Q' liE5 CJ U U U J J DO Z Z � � ■ C'�I] LLLI LLI ITC r` cW rr's Z U)Z Zt 4� U Cr- L� LL LU C3 LLI J C4 F- d t3 h— JOB NO: 31586 DATE: 8115/17 DRAWN BY; M.N. �17'1 ION �o CLASSIFICATION LL C-16 * LICENSE NO. s 684600 "Q OF CAL1�� SIZE - 24" X 3fi" SCALE 1/4"=1' IF SHEET IS LESS THAN 24' X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID FIRE SPRINKLER PLAN SHEET FP3 OF FP4 Table R • One Point of Restraint R MAX. MA,x.l ' ORB-P+J7R! verricar Restraint REST RAINT RESTRAINT ONE -POINT ONC-Pp I NT L Nominal "i3" RipaSixa Lesstitam Greater than ANSI inches 100 psi 740 psi aN (6,8 bar) (6,9 bar} 314 o'-s• a'-sn ON20 (0,23 m) (O,tS m) # 1'-tl" tl'-9' ❑N25 [0,36 my ((],P3 m) i7N32 (0,41 m} [0,34 rn} 1 QrJdO - ONaO (0,61 m) (0,34 rfl) Table S • Two Paints a# Restraint Namllfal Pipe "S11 "s" Sizes LessahaR Greater than ANSI Inches 140psi 100psi l7N [6,9 bar] {G,91aar} eN2n (1,22 m) (0,91 m) 1 51-4" 4'-0" i}N25 (1,52 rrr) (1.22 m) 1-1l4 6' a" 5'-0' aN32 (11s3 rn] [1,52 m) 1-1/2-3 7'-6" 7'-0" f3N40 - QN80 12,13 m} (2,13 m) 5 IMAX.— rrro rorr! ANY olsTaracE �- t�®rt car T1JT RESTWO Jartuarr BdUY ia"ua,re lns}allallan SpAyincatioric GaragE Instaf[aifvn GpeCilicaf{pps Shall enty apply for [he ins[allaiian or Ut Listed 9la4Masler6 GPVG pipe and Fillings in garages reghkrinq sprinkler pruleCtian per HFPA 130 and NFPR 13R. Thess Standards are defined in f4FPA codes enlilled'4ne and Two Famety QwelAnys and Matrlle Homes and in'Residenriai Qccupancfes up to Four Stories in HeiphY. As refererroed in HFPA 15Q SeUinn 8.6.4,'Sprinklera are ndl required in garages, open attached v drekes, carports fir sim&ar s[ruClureS.' The ins[a1laYon of iFA BlazeMaster spri,dcfer pipe and fittings !dr use in parapes requiring sprinlder protection per N FPA 13R is only appiiGahle ip the iJL EI53ing of ibis prvdd Cl. Requirements for Plpe. Fittings, 5oWanT Cement 5ystema, System Qeskgn. Ins [anatien, Freeze Prpteclien, and Panalra!!ng Fire Related Walls and Pa+lillnns are Cpvared in this inslakallen and I4G1pLal Aandhook. Please read Lhasa sectiaras of IhE manual Caletgily prior to tleslgning or installing TFP E1atelNaster pipe and fittings tar garage installations. The Installationall TFP 131axaMaster plpa aad linings in garages raquirinq sprinklers Is aaly IlL LlSlad and is not EEsted. • I natal) Asian Req sire msnls -Pra[eckon: TFP Bla3ehlaster UV pipe and 1nlinge shall be irtslaped concealed behind protection punsladng N a minimum di one I�y4r of'fe Thick gypsum wallboard pr'rs Nick plywood. -SArinkier Aequdremenrs: UL Listed, puidi reswnse, standard coverage, pendent or srdewall sprinklers with a 225°F (ta7°C1 maximum temperatur a rating shall be utili2ed. AI15prinklerg shall he installed per The manulaeturer'e published insrallalihn insiruclions. • lnstallativn 9[andsrd; The Listing Ecr Garage lnslagalidns shall pertain lv those vtwpancles defined by HFPA 13R. Strchm Rfsens In accordance with the UL Llsdng, TFP SIaleMasler CPVC pipe and fillings may be used as sysletn risers t1 accdrd2alce wish NFPR 73, 13a and 1311 when svhiecE la theigllovring add,tionat limi(a[ipns; 1. Whenlnsialled protected (cunceaied} in axdrdartcd with NFPR 130 and 13R, ahe minimum proL^iaivn shad cartels[ or either one layer of rls 19.5 mmy lhtck gypsum wallboard ur'Ir (t2.7nun) rhiGirWywggd. 2 Wnen Installed Without prdleGlipn fexpdsed} In ecCdrdance with NFPR 13- 13Q And 13R, She Tdlvwing iVmilal+ens sklal apply-, - the riser shall tre Installed below a 6rraa0tlr, Not, harlionla! calling GonsirucTidn. A Listed resitlenlial pendenl sprinkler is to be instaged wish ifs dellect4r at INe disteru:e from the ceiling specdied in the sprinkler Liskng. OR The riser obeli be installed below a horizontal unfinished basemen[ ceiling (in aCt9rdanGa with NFPA 130) constructed utklitiny nominal 2' x 1 Q" or nom Ina! 2' x f 2' exposed ealid woad ioiete on t6' unlyr5. A Listed residential pendent sprinkler is 10 68 inslalked with ifs deHEG14r a maximum of 131: helesu the 4oEtom a1 the staid wend joist in antirApativp of future Ins1a]Ialidn M a llnlshed ceiling. When insfadinq iFP BVaxPdrissler GPVE pipe and fittings in coniupchon 1xifA 2'x TY se11d wood Ivisls, the maximum system vrarldnp pressure under gowinq conditions shall not exceed 100 psi and the maximum system working pressure under stali4 {oonFlosvirsgj cpndirrgn5 Shall no! exceed 175 psi. - The Listed residential pendent sprinlder is !a have 155'Fl68'CI maximum lemperalure ratlnq and is [o be ireslaged eta maximum harlapnral dlstahte DI 12 inches item tkse den[er Bn! of the riser The system is to be designed based upon the Listed llovrs torthe sprinkler selected except hat 1hBllow for a single sprinkler or multiple Spdnlders Shall not he 3C55 than 11 gpm per sprinkler. Fig. 29 - Double Offset Hanger &Restrainer for CPVG Plastic Pipe C @ usLasTra Size Range — Available its 3/4" and t " pipe sizes Material —Fre-Galvanized Steel Function — Intended to perform as a hanger and restrainer for CPVG, plastic fire sprinkler pipe. Provides daub{e offset 1 th" x I Ys" from mounting surface. This design wiki ease installation by eliminating the need for wood block extension and allow retro-fit attachment of hanger to spririhier pipe. Features — Thumb tab provides pratectian to restrain pipe in rough job siteVx conditions. 71ah is not required to be tint for listed installation. • Offset edge eliminates abrasion. • Attaches easily to wood structure with two special #10 x 1 hex0 CC. head self -threading screws furnished with product. • Can be used as a single offset hanger by aligning "dimples" with top of mounting surface and utilizing two fasteners in two of the Three holes provided_ Approvals --- Underwriters' Laboratories Listed in the USA (UL) and Canada (I:UL) as a hanger and restrainer to support fire sprinkler systems. Meets and exceeds requirements of fr1FPA 13, 13R and 130_ Finish -- Pre -Galvanized Order By --- Figure number and pipe sloe. PATENT PEfd{7l14G 1.500 r r ; r , f r 1 l , •� i E B $7ECIdE iN7 ��.'uL wIf•Fap7ry -`'� Vie! d;fxr or 2'er lastallatan of :1 rndu^*'ve: !n rho rdrs� hrl}'•C nn' • � BUILDING SECTIQN SCALE: 114" —1'-0" BUILDING SECTIGN SCALE: 114" = 1'4" . LICENSE NO- 684600 • CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL ltf DESIGN, ENGINEERING AND INSTALLATION i 745 E. HARRISON ST., SUITE 20+7 CORONA, CA 92579 PH - 800-915-3473 FAX - 951-272-2535 ■ The recipient of these plays hereby acknowledges that all plans, details, specifications or methods of installation contained in this set of plans is the sale property of Fire Sprinkler Systems, Inc. and that any use of this set of plans is prohibited and is a violation of copyright laws, without first receivina oermisslon from Fire ti N m z Zd U � Q�rn LLi ti M m 2 Ch <� � 4 F-- JAB NO: 31586 DATE- $115117 DRAWN BY: M.N. �FICAiION L� C-16 *, LICENSE N0, 68460� DAL1��•�- 51ZE - 24" x 36rr SCALE IF SHEET IS LESS THAN 24" x 38° IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET 1D SECTIONS SHEET FP4 OF FP4 '-_------------- _-------------��I Nr.---------------------_-------_-------- M,FO4SONSnFET tlio� LOT"A' — - O - Iyaa �Nn N N N Nm N � C1 N m i ; a CANAHEAO PaCEi N 31 W SEA NFlOGECIE N m N N I f� �,�r A � n P N !jA � V ❑ N a m � V M c011GT a o �' S W ✓r �73n o V AFFrMEO a 'a I -� fr•' c a � R N a l W If 1� (� P ri6yliNS��Y 3"�aa93%SAlY TO a a s m N V P N a W Ea r d N N N N P V N � F. , bA ■ i w FF Z D Nm C y O a j v r; p p p 0y p Oy P �O O �n Z N w D V a S �i'Ei w o a OOOON��OpD Z N �i511dW y N r r r N O q l yi O j r r v r Y N qq D r r m N V a? .. O Z N og�� z� o N a hTa N W a y o .imwuC o'rfj' N c ?Y� m 2 2 a m 2 S ... O O v ,•O N v p m m u Z V W N V Prl W � � a N N a P r W ,pv.161 p yOl = Iononc3ays+Y. V N N W FNa rn N m y a N a a huIV CEIFnN WAY N 7AIE0 i1711+16,,;1Yn � n a _°rN� w V �_ W ' N O O DAlR $lAx DEIYE V r IV b n N a In a m p ; MAGAGA3CAI WAY i �e � o `� n �'' � `a _i r •O N m W ' � m I r0% o a WEIE SIZE l -1 $ ralar DkL)T — AR4EHNAu i RIYi �1 CONSUI.'PAdG, INC FLAMM ■ C v ar au . sv[Vnfrta IDMSA 34200 RM Horn Dav! ■ RAN= MmAan N CA 92270 7�mrIFONe (760) 320.93II • FAx (760) 323-7893 CONSTRUCTION PHASING EXHIBIT GRIFFIN RANCH — LENNAR gl # city of La Qu` to Building 8L Safety Division P.O. Box 1504, 78-495 Calle Tampico La.Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: MASTER PLAN 1X (AS -BUILT TO FSS-2017-0045) A-P.Number Owner's Name: LENNAIR Address:980 MONTECITO DR. # 302 Legal Description: MASTER PLAN TYPE 1X . • Contractor: FIRE SPRINKLER SYSTEMS, INC City, ST, zip: CORONA, CA 92879 Telephone: Address: 705 E. HARRISON ST. #200 Project Description: City, ST, Zip: CORONA, CA 92879 INSTALLATION OF RESIDENTIAL FIRE SPRINKLERS Telephone: 951-272-2522 36 HEADS / 3,90.5 SF State Lie. # : 684600 City Lie. M. 762890 Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lie. #: Construction Type: ,V-B Occupancy: R3/U Project type (circle one): New Add'n Alter Repair Demo Sq.Ft.: 3,905SF #stories: 1 #Units: N/A Name of Contact Person: JAMIE BISHIP "telephone # of Contact Person: 951-27272522 Estimated Value of Project: $1,920.00 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Reed TRACIUNG PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance Tide 24 Calce. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2`s Review, ready for correctionstiissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.L H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '^t Reytew, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person Pub. Wks. Appr Date of permit Issue School Fees Total Permit Fees DATE: 8/28/2017 S:\2017\31586\CALC\3271.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR GRIFFIN RANCH LA QUINTA, CA PLAN 3271 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 8/28/2017 File No: 31586 Data File Name: 3271.rdf SPRINKLER SPACING 256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 F1 Conc .Pend.(16xl6) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 74.5 psi Resid: 67.3 psi F1ow:2300.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 104 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 7.6 20 18.0 74.5 32.7 2 13.0 7.6 20 31.7 74.5 56.2 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE: 8/28/2017 S:\2017\31586\CALL\3271.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 100 30.00 BG ---- -2.0 SRCE ---- 18.0 3.28 32.7 ---- 31.7 9.37 56.2 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.09 0.00 29.4 ---- 0.26 0.00 46.8 2 101 1.00 -4.0 -2.0 ---- ---- 18.0 0.09 29.4 ---- 31.7 0.26 46.8 150 102 0.995 0.0 --•-- -2.0 ---- ---- 0.09 0.00 25.3 ---- 0.26 0.00 42.6 3 102 70.00 3L -- - -2.0 ---- ---- 18.0 1.88 25.3 ---- 31.7 5.36 42.6 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.02 0.00 23.4 ---- 0.06 0.00 37.2 4 103 4.00 LG - -- -2.0 ---- ---- 18.0 0.20 23.4 ---- 31.7 0.57 37.2 150 104 1.265 3.0 ---•- 2.0 -5 5 0.03 1.73 21.5 5 0.08 1.73 34.9 5 104 2.00 L ---- 2.0 -5 5 13.0 0.21 21.5 5 26.7 0.81 34.9 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.03 0.87 20.4 ---- 0.12 0.87 33.2 6 105 1.00 -3.0 4.0 ---- ---- 13.0 0.03 20.4 ---- 26.7 0.12 33.2 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.03 0.00 17.4 --- 0.12 0.00 30.1 7 106 6.00 2L ---- 4.0 ---- - -- 13.0 0.49 17.4 ---- 26.7 1.86 30.1 150 10 1.101 10.0 ---- 10.0 ---- ---- 0.03 2.60 14.3 ---- 0.12 2.60 25.6 8 10 3.50 L ---- 10.0 ---- ---- 13.0 0.71 14.3 ---- 26.7 2.68 25.6 150 11 0.874 4.0 ---•- 10.0 ---- ----•- 0.09 0.00 13.6 ---- 0.36 0.00 23.0 9 11 8.00 B ---- 10.0 ---- ---- 7.5 0.38 13.6 ---- 15.4 1.43 23.0 150 12 0.874 3.0 ----- 10.0 ---- ---- 0.03 0.00 13.2 •---- 0.13 0.00 21.5 10 12 1.00 L ---- 10.0 ---- ---- 7.5 0.17 13.2 ---- 15.4 0.65 21.5 150 13 0.874 4.0 ---- 11.0 ---- ---- 0.03 0.43 12.6 ---- 0.13 0.43 20.5 11 13 13.50 L2R ---- 11.0 ----- ----- 7.5 0.67 12.6 ---- 15.4 2.53 20.5 150 14 0.874 6.0 ---- 11.0 -•--- ---- 0.03 0.00 11.9 ---- 0.13 0.00 17.9 12 14 2.00 L ---- 11.0 ---- ---- 7.5 0.20 11.9 ---- 15.4 0.78 17.9 150 15 0.874 4.0 ---- 13.0 ---- ---- 0.03 0.87 10.9 ---- 0.13 0.87 16.3 13 15 1.00 L ---- 13.D ---- ---- 7.5 0.17 10.9 ---- 15.4 0.65 16.3 150 16 0.874 4.0 ---- 13.0 ---- ---- 0.03 0.00 10.7 ---- 0.13 0.00 15.6 14 16 43.00 3L6R ---- 13.0 •--••-- ---- 6.7 1.69 10.7 ---- 14.4 6.97 15.6 150 17 0.874 18.0 ---- 13.0 ---- ---- 0.03 0.00 9.0 ---- 0.11 0.00 8.7 15 17 1.00 R ---- 13.0 ---- ---- 0.0 0.00 9.0 ---- 13.7 0.21 8.7 150 18 0.874 1.0 ---- 13.0 4.71 ---- 0.00 0.00 9.0 13.7 0.10 0.00 8.5 16 17 10.00 B ---- 13.0 ---- ---- 6.7 0.36 9.0 ---- 0.7 0.01 8.7 150 19 0.874 3.0 ---- 13.0 ---- ---- 0.03 0.00 8.7 ---- 0.00 0.00 8.7 17 19 1.00 B7R -•--- 13.0 ---- ----- 13.0 1.04 8.7 ---- 13.0 1.04 8.7 DATE: 8/28/2017 S:\2017\31586\CALC\3271.rdf Page 3 150 20 0.874 10.0 ---- 13.0 4.71 13.0 0.09 0.00 7.6 13.0 0.09 0.00 7.6 18 19 42.50 ---- 13.0 ---- ---- -6.3 1.05 8.7 ---- -12.3 3.61 8.7 150 21 0.874 0.0 ---- 13.0 ---- ---- -0.02 0.00 9.7 ---- -0.09 0.00 12.3 19 21 2.00 L _--- 13.0 ---- ---- -6.3 0.15 9.7 ---- -12.3 0.51 12.3 150 22 0.874 4.0 ---- 11.0 ---- ---- -0.02 0.87 10.7 ---- -0.09 0.87 13.6 20 22 7.50 L ---- 11.0 ---- ---- -6.3 0.28 10.7 ---- -12.3 0.98 13.6 150 23 0.874 4.0 ---- 11.0 ---- ---- -0.02 0.00 11.0 ---- -0.09 0.00 14.6 21 23 5.00 LB ---- 11.0 ---- ---- 0.0 0.00 11.0 ---- 0.0 0.00 14.6 150 24 0.874 7.0 ---- 11.0 ---- ---- 0.00 0.00 11.0 -_-- 0.00 0.00 14.6 22 23 17.50 BR ---- 11.0 ---- ---- -6.3 0.53 11.0 ---- -12.3 1.83 14.6 150 25 0.874 4.0 ---- 11.0 ---- ---- -0.02 0.00 11.5 ---- -0.09 0.00 16.5 23 25 8.50 B ---- 11.0 ---- ---- -0.8 0.01 11.5 ---- -1.0 0.01 16.5 150 26 0.874 3.0 ---- 13.0 ---- ---- 0.00 0.87 10.7 ---- 0.00 0.87 15.6 24 26 2.00 L ---- 13.0 ---- ---- -0.8 0.00 10.7 ---- -1.0 0.01 15.6 150 27 0.874 4.0 ---- 13.0 ---- ---- 0.00 0.00 10.7 ---- 0.00 0.00 15.6 25 27 25.00 LB4R ---- 13.0 ---- ---- -0.8 0.02 10.7 ---- -1.0 0.03 15.6 150 16 0.874 11.0 ---- 13.0 ---- ---- 0.00 0.00 10.7 ---- 0.00 0.00 15.6 26 25 29.50 B4R ---- 11.0 ---- ---- -5.5 0.70 11.5 ---- -11.3 2.64 16.5 150 28 0.874 7.0 ---- 11.0 ---- ---- -0.02 0.00 12.2 ---- -0.07 0.00 19.1 27 28 1.00 L ---- 11.0 ---- ---- -5.5 0.10 12.2 ---- -11.3 0.36 19.1 150 29 0.874 4.0 ---- 10.0 ---- ---- -0.02 0.43 12.8 ---- -0.07 0.43 19.9 28 29 26.50 L3B3R ---- 10.0 ---- ---- -5.5 0.82 12.8 ---- -11.3 3.08 19.9 150 11 0.874 16.0 ---- 10.0 ---- ---- -0.02 0.00 13.6 ---- -0.07 0.00 23.0 Node Notes Pipe Notes Legend: P - Pipe # LEN - Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP - Pump Pressure EL - Node Elevation SP - K-Factor DISCH - Discharge in gpm FLOW - Flow Rate FL/FT - Friction Loss per Foot PF - Pressure Loss due to Friction PE - Pressure Loss due to Elevation PT - Total Pressure at Node Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, DATE: 8/28/2017 S:\2017\31586\CALC\3271.rdf Page 4 The maximum velocity of water flow occurs in pipe 2 at 7.43 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 8 at 14.28 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.265 1.00 3.00 6.00 2.00 2.00 7.00 0.00 0.00 0.00 0.00 PAGE: P MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.360 2.00 8.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.7.0 computer program (License No. 50081444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.17 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.19 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 56.2 psi and a 7 minute flow of 222 gal. and a 10 minute flow of 317.0 gallons. The minimum pressure at any node is 7.6 psi at node 20. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 8/28/2017 S:\2017\31586\CALC\3271.rdf Page 5 75.0 `�'�R—SF]PPki� CSC�E 1 67.5 P I R60.0 E I D 552.5 S 1 U45.0 R E37.5 B (30.0 P 522.5 I I 15. 0 7.5 0. C4 8 12 16 20 24 28 32 36 40 FLOW (GPM) 74.5 psi, ReSiuua-L = ni.3 psi @ 2300 qpm r flowinq) (2 sprinklers flowing) = Available WatC = Available Water Supply 74.5 psi @ 18.0 c74.5 psi @ 31.7 qpm = Required WateD = Required Water Supply 32.7 psi @ 18.0 c56.2 psi @ 31.7 gpm DATE: 8/28/2017 S:\2017\31586\CALL\3271.rdf Page 6 DATE: 8/28/2017 S:\2017\31586\CALC\3271.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR GRIFFIN RANCH LA QUINTA, CA PLAN 3271 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 8/28/2017 File No: 31586 Data File Name: 3271.rdf SPRINKLER SPACING 400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft. Min. Dist. Bet. Spklrs: 10.0 Max. Dist. Spklr. to Wall: 10.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 F1 Conc .Pend.(20x20) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 74.5 psi Resid: 67.3 psi F1ow:2300.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 104 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 20.0 18.0 24 25.0 74.5 52.7 1 20.0 18.0 24 25.0 74.5 52.7 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE: 8/28/2017 S:\2017\31586\CALL\3271.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 1 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 100 30.00 BG ---- -2.0 SRCE ---- 25.0 6.05 52.7 ---- 25.0 6.06 52.7 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 46.7 ---- 0.17 0.00 46.7 2 101 1.00 -4.0 -2.0 ----- ---- 25.0 0.17 46.7 ---- 25.0 0.17 46.7 150 102 0.995 0.0 ---- -2.0 ---- ---- 0.17 0.00 42.5 ---- 0.17 0.00 42.5 3 102 70.00 3L --- -2.0 ---- ----- 25.0 3.45 42.5 ---- 25.0 3.45 42.5 150 103 1.360 24.0 ---- -2.0 ----- ---- 0.04 0.00 39.0 ---- 0.04 0.00 39.0 4 103 4.00 LG -_-- -2.0 ---- ---- 25.0 0.37 39.0 ---- 25.0 0.37 39.0 150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 36.9 5 0.05 1.73 36.9 5 104 2.00 L ---- 2.0 -5 5 20.0 0.48 36.9 5 20.0 0.48 36.9 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.07 0.87 35.6 ---- 0.07 0.87 35.6 6 105 1.00 -3.0 4.0 ---- ---- 20.0 0.07 35.6 ----- 20.0 0.07 35.6 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.07 0.00 32.5 ----- 0.07 0.00 32.5 7 106 6.00 2L ---- 4.0 ---- ---- 20.0 1.09 32.5 ---- 20.0 1.09 32.5 150 10 1.101 10.0 ---- 10.0 ---- ---- 0.07 2.60 28.8 ---- 0.07 2.60 28.9 8 10 3.50 L ---- 10.0 ---- ---- 20.0 1.57 28.8 ---- 20.0 1.57 28.9 150 11 0.874 4.0 ---- 10.0 ---- ---- 0.21 0.00 27.3 ---- 0.21 0.00 27.3 9 11 8.00 B ---- 10.0 ---- ---- 11.0 0.76 27.3 ---- 11.0 0.76 27.3 150 12 0.874 3.0 ---- 10.0 ---- ---- 0.07 0.00 26.5 ---- 0.07 0.00 26.5 10 12 1.00 L ---- 10.0 ---- ---- 11.0 0.35 26.5 ---- 11.0 0.35 26.5 150 13 0.874 4.0 ----- 11.0 ---- ---- 0.07 0.43 25.7 ---- 0.07 0.43 25.7 11 13 13.50 L2R ---- 11.0 ------ ---- 11.0 1.35 25.7 ---- 11.0 1.35 25.7 150 14 0.874 6.0 ----- 11.0 ---- ---- 0.07 0.00 24.4 ---- 0.07 0.00 24.4 12 14 2.00 L ----- 11.0 ---- ---- 11.0 0.41 24.4 ---- 11.0 0.41 24.4 150 15 0.874 4.0 ---- 13.0 ----- ---- 0.07 0.87 23.1 ---- 0.07 0.87 23.1 13 15 1.00 L ---- 13.0 ---- ---- 11.0 0.35 23.1 ---- 11.0 0.35 23.1 150 16 0.874 4.0 ------ 13.0 ---- ---- 0.07 0.00 22.8 ----- 0.07 0.00 22.8 14 16 43.00 3L6R ---- 13.0 ---- ---- 6.1 1.42 22.8 ---- 6.1 1.42 22.8 150 17 0.874 18.0 ---- 13.0 ---- ---- 0.02 0.00 21.3 ---- 0.02 0.00 21.3 15 17 1.00 R ---- 13.0 ----- ---- 0.0 0.00 21.3 ---- 0.0 0.00 21.3 150 18 0.874 1.0 ---- 13.0 ---- ---- 0.00 0.00 21.3 ---- 0.00 0.00 21.3 16 17 10.00 B ----- 13.0 ---- ---- 6.1 0.30 21.3 ---- 6.1 0.30 21.3 150 19 0.874 3,0 ---- 13.0 0.02 0.00 21.0 ---- 0.02 0.00 21.0 17 19 1.00 B7R ---- 13.0 ---- ---- 0.0 0.00 21.0 ---- 0.0 0.00 21.0 DATE: 8/28/2017 S:\2017\31586\CALC\3271.rdf Page 3 150 20 0.874 10.0 ---- 13.0 ---- ---- 0.00 0.00 21.0 ---- 0.00 0.00 21.0 18 19 42.50 ---- 13.0 ---- ---- 6.1 0.99 21.0 ---- 6.1 0.99 21.0 150 21 0.874 0.0 ---- 13.0 ---- ---- 0.02 0.00 20.1 ---- 0.02 0.00 20.1 19 21 2.00 L ---- 13.0 ---- ---- 6.1 0.14 20.1 ---- 6.1 0.14 20.1 150 22 0.874 4.0 ---- 11.0 ---- ---- 0.02 0.87 20.8 ---- 0.02 0.87 20.8 20 22 7.50 L ---- 11.0 ---- ---- 6.1 0.27 20.8 ---- 6.1 0.27 20.8 150 23 0.874 4.0 ---- 11.0 ---- ---- 0.02 0.00 20.5 ---- 0.02 0.00 20.5 21 23 5.00 LB ---- 11.0 ---- ---- 20.0 2.51 20.5 ---- 20.0 2.51 20.5 150 24 0.874 7.0 ---- 11.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0 22 23 17.50 BR ---- 11.0 ---- ---- -13.9 2.30 20.5 ---- -13.9 2.30 20.5 150 25 0.874 4.0 ---- 11.0 ---- ---- -0.11 0.00 22.8 ---- -0.11 0.00 22.8 23 25 8.50 B ---- 11.0 ---- ---- -4.9 0.18 22.8 ---- -4.9 0.18 22.8 150 26 0.874 3.0 ---- 13.0 ---- ---- -0.02 0.87 22.1 ---- -0.02 0.87 22.1 24 26 2.00 L ---- 13.0 ---- ---- -4.9 0.09 22.1 ---- -4.9 0.09 22.1 150 27 0.874 4.0 ---- 13.0 ---- ---- -0.02 0.00 22.2 ---- -0.02 0.00 22.2 25 27 25.00 LB4R ---- 13.0 ---- ---- -4.9 0.55 22.2 ---- -4.9 0.55 22.2 150 16 0.874 11.0 ---- 13.0 ---- ---- -0.02 0.00 22.8 ---- -0.02 0.00 22.8 26 25 29.50 B4R ---- 11.0 ---- ---- -9.0 1.75 22.8 ---- -9.0 1.75 22.8 150 28 0.874 7.0 ---- 11.0 - --- -0.05 0.00 24.6 ---- -0.05 0.00 24.6 27 28 1.00 L ---- 11.0 ---- ---- -9.0 0.24 24.6 ---- -9.0 0.24 24.6 150 29 0.874 ?.0 ---- 10.0 ---- ---- -0.05 0.43 25.2 ---- -0.05 0.43 25.2 28 29 26.50 L3B3R ---- 10.0 ---- ---- -9.0 2.04 25.2 ---- -9.0 2.04 25.2 150 11 0.874 16.0 ---- 10.0 ---- ---- -0.05 0.00 27.3 ---- -0.05 0.00 27.3 Node Notes Pipe Notes Legend: P - Pipe # LEN - Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP - Pump Pressure EL - Node Elevation SP - K-Factor DISCH - Discharge in gpm FLOW - Flow Rate FL/FT - Friction Loss per Foot PF - Pressure Loss due to Friction PE - Pressure Loss due to Elevation PT - Total Pressure at Node Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z DATE: 8/28/2017 S:\2017\31586\CALC\3271.rdf Page 4 The maximum velocity of water flow occurs in pipe 8 at 10.70 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 8 at 10.70 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.265 1.00 3.00 6.00 2.00 2.00 7.00 0.00 0.00 0.00 0.00 PAGE: P MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.360 2.00 8.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.7.0 computer program (License No. 50081444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.08 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.01 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 52.7 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.0 gallons. The minimum pressure at any node is 18.0 psi at node 24. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 8/28/2017 S:\2017\31586\CALL\3271.rdf Page 5 75.01-- 67.5 P 60.0 R E 52.! S S 45.1 U R 37..' E 7.5 0.0 WATER SUPPLY CURVE 04 8 12 16 20 24 C n 1 28 32 36 40 FLOW (GPM) Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 74.5 psi @ 25.0 gpm 74.5 psi @ 25.0 gpm B = Required Water Supply D = Required Water Supply 52.7 psi @ 25.0 gpm 52.7 psi @ 25.0 gpm DATE: 8/28/2017 S:\2017\31586\CALC\3271.rdf Page 6 DATE: 10/30/2018 S:\2017\31586\CALC\3271—ALT.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR GRIFFIN RANCH LA QUINTA, CA PLAN 3271 ALT 10$ TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALL AREA 1 Date: 10/30/2018 File No: 31586 Data File Name: 3271 ALT.rdf 91q " rmpse SPRINKLER SPACING 196.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 14.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 7.0 ft. SPRINKLER SPECIFICATIONS Mfr: Senju Descr: SS8261 Pend.RC-RES(14xl4) K=3.70 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=3.61 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=3.59 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 74.5 psi Resid: 67.3 psi Flow:2300.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 104 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press Flowing Flow (psi) 1 10.0 7.7 2 10.0 7.7 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. Node Total Avail. Req'd No. Flow Press. Press. 20 15.0 74.5 34.5 20 25.1 74.5 48.8 DATE: 10/30/2018 S:\2017\31586\CALL\3271_ALT.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 100 30.00 BG ---- -2.0 SRCE ---- 15.0 2.36 34.5 ---- 25.1 6.08 48.8 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.07 0.00 32.2 ---- 0.17 0.00 42.8 2 101 1.00 -9.5 -2.0 ---- ---- 15.0 0.27 32.2 ---- 25.1 0.69 42.8 150 102 0.745 0.0 ---- -2.0 ---- ---- 0.27 0.00 22.4 ---- 0.69 0.00 32.6 3 102 70.00 3L ---- -2.0 ---- ---- 15.0 1.34 22.4 ---- 25.1 3.48 32.6 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.01 0.00 21.1 ---- 0.04 0.00 29.1 4 103 4.00 LG ---- -2.0 ---- ---- 15.0 0.14 21.1 ---- 25.1 0.37 29.1 150 104 1.265 3.0 ---- 2.0 -5 5 0.02 1.73 19.2 5 0.05 1.73 27.0 5 104 2.00 L ---- 2.0 -5 5 10.0 0.13 19.2 5 20.1 0.48 27.0 150 105 1.101 5.0 - 4.0 ---- ---- 0.02 0.87 18.2 ---- 0.07 0.87 25.6 6 105 1.00 -3.0 4.0 ---- ---- 10.0 0.02 18.2 ---- 20.1 0.07 25.6 150 106 1.101 0.0 - -- 4.0 ---- ---- 0.02 0.00 15.2 ---- 0.07 0.00 22.6 7 106 6.00 2L ---- 4.0 ---- ---- 10.0 0.30 15.2 ---- 20.1 1.10 22.6 150 10 1.101 10.0 ---- 10.0 ---- ---- 0.02 2.60 12.3 ---- 0.07 2.60 18.9 8 10 3.50 L ---- 10.0 ---- ---- 10.0 0.44 12.3 ---- 20.1 1.58 18.9 150 11 0.874 4.0 ---- 10.0 ---- ---- 0.06 0.00 11.8 ---- 0.21 0.00 17.3 9 11 8.00 B ---- 10.0 ---- ---- 5.8 0.23 11.8 ---- 11.6 0.84 17.3 150 12 0.874 3.0 ---- 10.0 ---- ---- 0.02 0.00 11.6 ---- 0.08 0.00 16.4 10 12 1.00 L ---- 10.0 ---- ---- 5.8 0.10 11.6 ---- 11.6 0.38 16.4 150 13 0.874 4.0 ---- 11.0 ---- ---- 0.02 0.43 11.1 ---- 0.08 0.43 15.6 11 13 13.50 L2R ---- 11.0 ---- ---- 5.8 0.41 11.1 ---- 11.6 1.49 15.6 150 14 0.874 6.0 ---- 11.0 ---- ---- 0.02 0.00 10.7 ---- 0.08 0.00 14.1 12 14 2.00 L ---- 11.0 ---- ---- 5.8 0.13 10.7 ---- 11.6 0.46 14.1 150 15 0.874 4.0 ---- 13.0 ---- ---- 0.02 0.87 9.7 ---- 0.08 0.87 12.8 13 15 1.00 L --••- 13.0 ---- ---- 5.8 0.10 9.7 ---- 11.6 0.38 12.8 150 16 0.874 4.0 ---- 13.0 ---- ---- 0.02 0.00 9.6 ---- 0.08 0.00 12.4 14 16 43.00 3L6R ---- 13.0 ---- ---- 5.2 1.04 9.6 ---- 10.8 4.12 12.4 150 17 0.874 18.0 ---- 13.0 ---- ---- 0.02 0.00 8.5 ---- 0.07 0.00 8.3 15 17 3.50 LR ---- 13.0 ---- ---- 0.0 0.00 8.5 ---- 10.1 0.50 8.3 150 18 0.874 5.0 ---- 13.0 3.61 ---- 0.00 0.00 8.5 10.1 0.06 0.00 7.8 16 17 10.00 B ---- 13.0 ---- ---- 5.2 0.22 8.5 ---- 0.8 0.01 8.3 150 19 0.874 3.0 - 13.0 ---- ---- 0.02 0.00 8.3 ---- 0.00 0.00 8.3 17 19 1.00 B7R ---- 13.0 ---- ---- 10.0 0.64 8.3 ---- 10.0 0.64 8.3 DATE: 10/30/2018 S:\2017\31586\CALC\3271_ALT.rdf Page 3 150 20 0.874 10.0 ---- 13.0 3.61 10.0 0.06 0.00 7.7 10.0 0.06 0.00 7.7 18 19 42.50 ---- 13.0 ---- ---- -4.9 0.65 8.3 ---- -9.2 2.14 8.3 150 21 0.874 0.0 ---- 13.0 ---- ---- -0.02 0.00 8.9 ---- -0.05 0.00 10.4 19 21 2.00 L ---- 13.0 ---- ---- -4.9 0.09 8.9 ---- -9.2 0.30 10.4 150 22 0.874 4.0 --- 11.0 ---- ---- -0.02 0.87 9.9 ---- -0.05 0.87 11.6 20 22 7.50 L ---- 11.0 ---- ---- -4.9 0.18 9.9 ---- -9.2 0.58 11.6 150 23 0.874 4.0 ---- 11.0 ---- ---- -0.02 0.00 10.1 ---- -0.05 0.00 12.2 21 23 5.00 LB ---- 11.0 ---- ---- 0.0 0.00 10.1 ---- 0.0 0.00 12.2 150 24 0.874 7.0 ---- 11.0 ---- ---- 0.00 0.00 10.1 ---- 0.00 0.00 12.2 22 23 17.50 BR -- 11.0 ---- ---- -4.9 0.33 10.1 ---- -9.2 1.08 12.2 150 25 0.874 4.0 --- 11.0 ---- ---- -0.02 0.00 10.4 ---- -0.05 0.00 13.3 23 25 8.50 B ---- 11.0 ---- ---- -0.6 0.00 10.4 ---- -0.8 0.01 13.3 150 26 0.874 3.0 ---- 13.0 ---- ---- 0.00 0.87 9.5 ---- 0.00 0.87 12.4 24 26 2.00 L ---- 13.0 ---- ---- -0.6 0.00 9.5 ---- -0.8 0.00 12.4 150 27 0.874 4.0 ---- 13.0 ---- ---- 0.00 0.00 9.5 ---- 0.00 0.00 12.4 25 27 25.00 LB4R ---- 13.0 ---- ---- -0.6 0.01 9.5 ---- -0.8 0.02 12.4 150 16 0.874 11.0 ---- 13.0 ---- ---- 0.00 0.00 9.6 ---- 0.00 0.00 12.4 26 25 29.50 B4R ---- 11.0 ---- ---- -4.2 0.43 10.4 ---- -8.5 1.56 13.3 150 28 0.874 7.0 ---•• 11.0 ---- ---- -0.01 0.00 10.8 ---- -0.04 0.00 14.8 27 28 1.00 L ---- 11.0 ---- ---- -4.2 0.06 10.8 ---- -8.5 0.21 14.8 150 29 0.874 4.0 ---- 10.0 ---- ---- -0.01 0.43 11.3 -- - -0.04 0.43 15.5 28 29 26.50 L3B3R ---- 10.0 ---- ---- -4.2 0.50 11.3 ---- -8.5 1.82 15.5 150 11 0.874 16.0 ---- 10.0 ---- ---- -0.01 0.00 11.8 ---- -0.04 0.00 17.3 Node Notes Pipe Notes Legend: P - Pipe # LEN - Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings EQV. IN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP - Pump Pressure EL - Node Elevation SP - K-Factor DISCH - Discharge in gpm FLOW - Flow Rate FL/FT - Friction Loss per Foot PF - Pressure Loss due to Friction PE - Pressure Loss due to Elevation PT - Total Pressure at Node Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z DATE: 10/30/2018 S:\2017\31586\CALL\3271_ALT.rdf Page 4 The maximum velocity of water flow occurs in pipe 2 at 11.04 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 18.47 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.745 0.00 1.00 3.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.265 1.00 3.00 6.00 2.00 2.00 7.00 0.00 0.00 0.00 0.00 PAGE: P MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.360 2.00 8.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.8.0 computer program (License No. 50081444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.06 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.14 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 48.8 psi and a 7 minute flow of 176 gal. and a 10 minute flow of 250.9 gallons. The minimum pressure at any node is 7.7 psi at node 20. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 10/30/2018 S:\2017\31586\CALC\3271_ALT.rdf Page 5 75.0 67.5 P 60.0 R E 52.5 S S 45.0 U R 37.5 E 30.0 { P 22.5� S I 15.0 7.5 0.0 CB 04 8 12 16 20 WATER SUPPLY CURVE -C - CD I 24 28 32 36 40 FLOW (GPM) Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 74.5 psi @ 15.0 gpm 74.5 psi @ 25.1 gpm B = Required Water Supply D = Required Water Supply 34.5 psi @ 15.0 gpm 48.8 psi @ 25.1 gpm DATE: 10/30/2018 S:\2017\31586\CALC\3271 ALT.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR GRIFFIN RANCH LA QUINTA, CA PLAN 3271 ALT 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 10/30/2018 File No: 31586 Data File Name: 3271 ALT.rdf SPRINKLER SPACING 400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 10.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 F1 Conc .Pend.(20x20) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 74.5 psi Resid: 67.3 psi F1ow:2300.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 104 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press Flowing Flow (psi) 1 20.0 18.0 1 20.0 18.0 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. Node Total Avail. Req'd No. Flow Press_ Press. 24 25.0 74.5 58.8 24 25.0 74.5 58.8 DATE: 10/30/2018 S:\2017\31586\CALL\3271_ALT.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 1 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 100 30.00 BG ---- -2.0 SRCE ---- 25.0 6.06 58.8 ---- 25.0 6.06 58.8 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 52.7 ---- 0.17 0.00 52.7 2 101 1.00 -9.5 -2.0 ---- ---- 25.0 0.69 52.7 ---- 25.0 0.69 52.7 150 102 0.745 0.0 ---- -2.0 ---- ---- 0.69 0.00 42.5 ---- 0.69 0.00 42.5 3 102 70.00 3L -_-- -2.0 ---- --- 25.0 3.45 42.5 ---- 25.0 3.45 42.5 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.04 0.00 39.1 ---- 0.04 0.00 39.1 4 103 4.00 LG ---- -2.0 ---- ---- 25.0 0.37 39.1 ---- 25.0 0.37 39.1 150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 37.0 5 0.05 1.73 37.0 5 104 2.00 L ---- 2.0 -5 5 20.0 0.48 37.0 5 20.0 0.48 37.0 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.07 0.87 35.6 ---- 0.07 0.87 35.6 6 105 1.00 -3.0 4.0 ---- ---- 20.0 0.07 35.6 --- 20.0 0.07 35.6 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.07 0.00 32.6 --- 0.07 0.00 32.6 7 106 6.00 2L - -- 4.0 ---- ---- 20.0 1.09 32.6 20.0 1.09 32.6 150 10 1.101 10-0 - - 10.0 ---- ---- 0.07 2.60 28.9 --- 0.07 2.60 28.9 8 10 3.50 L ---- 10.0 ---- ---- 20.0 1.57 28.9 ---- 20.0 1.57 28.9 150 11 0.874 4.0 ---- 10.0 ---- ---- 0.21 0.00 27.3 ---- 0.21 0.00 27.3 9 11 8.00 B ---- 10.0 ---- ---- 11.0 0.76 27.3 ---- 11.0 0.76 27.3 150 12 0.874 3.0 ---- 10.0 ---- ---- 0.07 0.00 26.6 ---- 0.07 0.00 26.6 10 12 1.00 L ---- 10.0 ---- ---- 11.0 0.35 26.6 ---- 11.0 0.35 26.6 150 13 0.874 4.0 ---- 11.0 ---- ---- 0.07 0.43 25.8 ---- 0.07 0.43 25.8 11 13 13.50 L2R ---- 11.0 ---- ---- 11.0 1.35 25.8 ---- 11.0 1.35 25.8 150 14 0.874 6.0 ---- 11.0 ---- ---- 0.07 0.00 24.4 ---- 0.07 0.00 24.4 12 14 2.00 L ---- 11.0 ---- ---- 11.0 0.41 24.4 ---- 11.0 0.41 24.4 150 15 0.874 4.0 ---- 13.0 ---- ---- 0.07 0.87 23.1 ---- 0.07 0.87 23.1 13 15 1.00 L ---- 13.0 -_-- _--- 11.0 0.35 23.1 ---- 11.0 0.35 23.1 150 16 0.874 4.0 ---- 13.0 ---- ---- 0.07 0.00 22.8 ---- 0.07 0.00 22.8 14 16 43.00 3L6R ---- 13.0 ---- ---- 6.1 1.42 22.8 ---- 6.1 1.42 22.8 150 17 0.874 18.0 ---- 13.0 ---- ---- 0.02 0.00 21.4 ---- 0.02 0.00 21.4 15 17 3.50 LR ---- 13.0 ---- ---- 0.0 0.00 21.4 ---- 0.0 0.00 21.4 150 18 0.874 5.0 ---- 13.0 ---- ---- 0.00 0.00 21.4 ---- 0.00 0.00 21.4 16 17 10.00 B ---- 13.0 ---- ---- 6.1 0.30 21.4 ---- 6.1 0.30 21.4 150 19 0.874 3.0 ---- 13.0 ---- ---- 0.02 0.00 21.1 ---- 0.02 0.00 21.1 17 19 1.00 B7R ---- 13.0 ---- ---- 0.0 0.00 21.1 ---- 0.0 0.00 21.1 DATE: 10/30/2018 S:\2017\31586\CALC\327l.-ALT.rdf Page'3 150 20 0.874 10.0 ---- 13.0 ---- ---- 0.00 0.00 21.1 ---- 0.00 0.00 21.1 18 19 42.50 ---- 13.0 ---- ---- 6.1 0.99 21.1 ---- 6.1 0.99 21.1 150 21 0.874 0.0 ---- 13.0 ---- ---- 0.02 0.00 20.1 ---- 0.02 0.00 20.1 19 21 2.00 L ---- 13.0 ---- ---- 6.1 0.14 20.1 ---- 6.1 0.14 20.1 150 22 0.874 4.0 --- 11.0 ---- ---- 0.02 0.87 20.8 ---- 0.02 0.87 20.8 20 22 7.50 L --- 11.0 ---- ---- 6.1 0.27 20.8 ---- 6.1 0.27 20.8 150 23 0.874 4 A ---- 11.0 ---- ---- 0.02 0.00 20.5 ---- 0.02 0.00 20.5 21 23 5.00 LB ---- 11.0 ---- ---- 20.0 2.51 20.5 ---- 20.0 2.51 20.5 150 24 0.874 7.0 ---- 11.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0 22 23 17.50 BR ---- 11.0 ---- ---- -13.9 2.30 20.5 ---- -13.9 2.30 20.5 150 25 0.874 4.0 ---- 11.0 ---- ---- -0.11 0.00 22.8 ---- -0.11 0.00 22.8 23 25 8.50 B ---- 11.0 ---- ---- -4.9 0.18 22.8 ---- -4.9 0.18 22.8 150 26 0.874 3.0 ---- 13.0 ---- ---- -0.02 0.87 22.2 ---- -0.02 0.87 22.2 24 26 2.00 L ---- 13.0 ---- ---- -4.9 0.09 22.2 ---- -4.9 0.09 22.2 150 27 0.874 4.0 ---- 13.0 ---- ---- -0.02 0.00 22.2 ---- -0.02 0.00 22.2 25 27 25.00 LB4R ---- 13.0 ---- ---- -4.9 0.55 22.2 ---- -4.9 0.55 22.2 150 16 0.874 11.0 ---- 13.0 ---- ---- -0.02 0.00 22.8 ---- -0.02 0.00 22.8 26 25 29.50 B4R ---- 11.0 ---- ---- -9.0 1.75 22.8 --- -9.0 1.75 22.8 150 28 0.874 7.0 ---- 11.0 ---- ---- -0.05 0.00 24.6 ---- -0.05 0.00 24.6 27 28 1.00 L ---- 11.0 ---- ---- -9.0 0.24 24.6 ---- -9.0 0.24 24.6 150 29 0.874 4.0 --- 10.0 ---- ---- -0.05 0.43 25.3 ---- -0.05 0.43 25.3 28 29 26.50 L3B3R ---- 10.0 - ---- -9.0 2.04 25.3 ---- -9.0 2.04 25.3 150 11 0.874 16.0 ---- 10.0 ---- ---- -0.05 0.00 27.3 ---- -0.05 0.00 27.3 Node Notes Pipe Notes Legend: P - Pipe # LEN - Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings EQV. IN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP - Pump Pressure EL - Node Elevation SP - K-Factor DISCH - Discharge in gpm FLOW - Flow Rate FL/FT - Friction Loss per Foot PF - Pressure Loss due to Friction PE - Pressure Loss due to Elevation PT - Total Pressure at Node Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z DATE: 10/30/2018 S:\2017\31586\CALC\3271-ALT.rdf Page 4 The maximum velocity of water flow occurs in pipe 2 at 18.40 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 18.40 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.745 0.00 1.00 3.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet ( in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.265 1.00 3.00 6.00 2.00 2.00 7.00 0.00 0.00 0.00 0.00 PAGE: P MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.360 2.00 8.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.8.0 computer program (License No. 50081444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.01 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.02 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 58.8 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.0 gallons. The minimum pressure at any node is 18.0 psi at node 24. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 City of La Quinta Design and Development Department 78-495 Calle Tampico aidev 0"Krev La Quinta, CA 92253 —°L" favmsLRr— Telephone: (760)777-7125 Fax: (760)777-1233 www.In-quinta.org , Riverside County Fire Department Riverside Office 2300 Market Street, Ste. 150 Riverside, CA 92501 (951)955-4777 FIRE REVIEW APPLICATION ❑ NEW 8 TENANT IMPROVEMENT FcAt past - �p 3 PERMIT NO. FSS-2017- 1J45 PROJECT INFORMATION (Please Prinf) Project Name: GRIFFIN RANCH / TRACT 32879 / PLAN TYPE 1X Sign: Site Address: MASTER PLAN 1X (AS -BUILT) Print: .1 H1 City & Zip: LA QUINTA, CA 92253 • Pursuant to a Cooperative Agreement to Provide Fire Services, the Riverside County Fire Department serves as the City's fire department, and the County designee serves as the City's fire chief. Applicant recognizes this contracted arrangement and sh-ill comply with County Fire Department directions. APPLICANT/CONTACT INFORMATION CONTRACTOR INFORMATION: W Same as �l�plicant info Applicant Name: FIRE SPRINKLER SYSTEMS contractor#: 684600 Contact Person: JAM I E B I S H I P contact Person: JAM I E B I S H I P Mailing Address: 705 HARRISON ST. # 200 Mailing Address: 705 E. HARRISON ST. #200 City & Zip: CORONA, CA 92879 City & Zip: CORONA, CA 92879 Phone Number: 951-272-2522 Fax: Phone Number: 951-272-2522 Fax: Email: Fmnil- A. APPLICATION TYPE FIRE SPRINKLER SYSTEM SUPRESSION SYSTEM ❑ NEW COMMERCIAL/INDUSTRIAL ------- ❑ HOOD & DUCT $405 ❑ 0-35,000 SQ FT $639 ❑ SPRAY BOOTH $795 ❑ 35,001-75,000 SQ FT $756 ❑ CELL SITE $795 ❑ 75,001-120,000 SQ FT $951 ❑ OTHER SUPRESSION SYSTEM $795 ❑ 120,001 AND UP $1185 MISC ❑ TI COMMERCIAf..IINDU5TRIAL $405 ❑ HAZMAT $327 G RESIDENTIAL -1 DWELLING UNIT $405 ❑ HIGH PILE RACK STORAGE $327 ❑ RESIDENTIAL - (EA) ADDITIONAL x $171 ❑ NEW COMMERCIAL - U/G WATER $483 ❑ MULTI -FAMILY (3 OR MORE) $561 ❑ FIRE FLOW REPORT $327 FIRE ALARM SYSTEM ❑ TECHNICAL REPORT RESEARCH HOURLY @ $156/HR ❑ COMMERCIAL - SPRINKLER MONITORING $405 ❑ SPECIAL INSPECTION $161 ❑ COMMERCIAL - FIRE ALARM SYSTEM $1092 ❑ FIRE PUMPS $639 FIRE ALARM SYSTEM ❑ STANDPIPE SYSTEMS $561 ❑ COMMERCIAL - SPRINKLER MONITORING $405 ❑ WATER TANKS $390 ❑ COMMERCIAL - FIRE ALARM SYSTEM $1092 STORAGE TANKS ❑ DISPENSERS ONLY HOURLY @ $156/HR ❑ ABOVE GROUND HOURLY @ $156/HR rr-....... V,..,....."..yi 1i iici'J«nau 1 u1wyeiiW1iLree4iu