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FCMP2020-0003 Griffin Ranch Plan 6a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2020-0003 MoFT�• . Description: GRIFFIN RANCH / MASTER FIRE SPRINKLER PLAN 6 (4529) Status: APPROVED Type: FIRE CONSTRUCTION MASTER PLAN Status Date: 1/28/2020 Subtype: FIRE SPRINKLER MASTER PLAN Applied: 1/28/2020 Address: 81181 MERV GRIFFIN WY Approved: 2/18/2020 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: Expired: Details: Pr DAYS REVIEWS III ACTIONS INSPECTIONS CONDITIONS 0 0 • CHRONOLOGYTYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE KOHL HETRICK 2/18/2020 2/18/2020 FIRE REVIEW ASSISTED BY AFM CHRIS COX NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST STE 200 CORONA CA 92879 jamieb@fireinc.net CONTRACTOR FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST STE 200 CORONA CA 92879 jamieb@fireinc.net OWNER IOTA GRIFFIN 4675 MACARTHUR CT NO 1550 NEWPORT BEACH CA 0 Printed: Wednesday, February 15, 2023 3:14:51 PM 1 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2020-0003 MoFT�• CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE STAFF - PER HOUR 101-0000-42420 1.5 $241.50 $241.50 2/19/20 R59762 236666 CHECK FIRE SPRINKLER AHI SYSTEMS INC Total Paid for FIRE FEES: $241.50 $241.50 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 2/19/20 R59762 236666 CHECK FIRE SPRINKLER AHI SYSTEMS INC MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 2/19/20 R59762 236666 CHECK FIRE SPRINKLER AHI ENHANCEMENT FEE SYSTEMS INC Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE RETURNED REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE REVISED MASTER TRACT PLAN REVISION. 1ST FIRE (2WK) KOHL 1/28/2020 2/11/2020 2/18/2020 APPROVED APPLICANT REFERENCED FSS2017-0039 - PLAN 6 HETRICK (4529). 1ST PERMIT JACK LIMA 1/30/2020 1/30/2020 1/30/2020 COMPLETE TECHNICIAN (1DAY) Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 12/6/2021 JOSE DELGADO Fire Review Fire Review Application.pdf Application.pdf 0 Printed: Wednesday, February 15, 2023 3:14:51 PM 2 of 3 CENTRALSOLIARE ° Project Details PROJECT NUMBER yow City of La Qu i nta FCM P2020-0003 OFTt Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 12/6/2021 JOSE DELGADO Hydraulics Calculation Hydraulics Calculation Report.pdf Report.pdf 0 DOC 6/4/2020 KAYLI ALFORD I FCMP2020-0003.pdf FCMP2020-0003.pdf 0 Printed: Wednesday, February 15, 2023 3:14:51 PM 3 of 3 CENTRALSQUARE Bulletin 006 Rev' B�letirt 61 'I 135yea.L SENJU SPRINKLER CO.,LTD. _, 13D/CRC 313.3 GENERAL NOTES Model FFC30 (SIN RA0� F1 C Residential Lead Free Flat Concealed Sprinkler, Model RFC43 (SIN RA0612) _« Model F FC49 SIN RA0�616 Pendent, � � 1. AUTOMATIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE 11abld R11abldt - - INSTALLED IN ACCORDANCE WITH NFPA 13D 2016;'EDITION AND THE Residential Flat Concealed R Spl7ttl for Made!: RC-RES, K-Factor: 3.7, SIN: SS8261 4 ---=�1 �. _.�' REQUIREMENTS OF THE CITY OF LA QUINTA SIRE DEPARTMENT. Sprinklers DmIgin Density r 2. THIS SPRINKLER SYSTEM SHALL BE TESTED AND INSPECTED BOTH GENERAL DESCRIPTION THE ROUGH AND FINAL INSPECTION PRIOR TO OCCUPANCY BEING A Q �} GRANTED. THE JURISDICTIONAL FIRE PREVENTION OFFICE WILL BE I ! Residential I=IQL �A�llt� Model F1 Res .pints IBrSQC1 irmi�fortt lowedfillom The Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. These NOTIFIED A MINIMUM OF TWO WORKING DAYS IN ADVANCE OF THE re aria V+e"ii a.�1a.,r�.a�,�, r�2 are decorative and fast response. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which Is in turn REQUESTED INSPECTION. Sprlr>tklerenglr� for a minimum is most mnmum dsign " Of Z gpmW concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The push -on and/or thread -on, thread -off design of the concealed cover plate assembly allows easy installation of the cover plate. 3. THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS. Types, ---_----_—_ _��_—____ ___-_—_ Therefore, the Model RC-RES should be your first choice when aesthetics is the major consideration for ultimate appeal and Idl sign d 11Slt]/ of 0.05 gprn I7 F1 30 Pe -dent '" unbeatable performance is desired. The Model RC-RES is designed for the residential occupancies and it is perfect for use In 4. NOTCHING, DRILLING, OR OTHERWISE PENETRATING STRUCTURAL �}�, 2. F1 Res 30 Reomed Pencen-F2 homes, hotels and emir living quarters. MEMBERS SHALL BE IN ACCORDANCE WITH CALIFORNIA BUILDING CODE. low GPM If equirementm 3, Fl Pas 30 Recessed PencomXP The Model RC-RES Is to be used in wet pipe residential sprinkler systems for One- and Two- Family Dwellings and 4. F1 FIBS 49 PB'tcfent 4. Manufactured Homes per NFPA 130; wet pipe residential sprinkler systems for Residential Occupancies up to and Including 5. TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY BLAZEMASTER Features 5. F1 Res 49 Peomed Pencem-1 Y Four Stories in Height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13. U.L. LISTED. 1. Very low water flow requirements. 6. Fl Res 49 Reomed Pencei7rP The Model RC-RES has a 3.7 (53.3 LPM/bar... ) K-factor that meets the required residential flow rates with minimal residual 6. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING 7 Fl Res 58 Pe -dent F1 Res30; 49, 50 & 76 F1 F'es 30, 49, 58 & 75 pressure, which allows for smaller pipe sixes and water supply requirements. IT'S FUNCTION AVENUE 51 w in to AVENUE 52 AVENUE Z U) w AVENUE 53 o U_Of W W 9 AVENUE 54 Li rd WX SITE W 0 <r of of O AVENU E 2. Cover plate attachment (Plain or Perforated) 8. Fl Res 58ReaessedPencerTF1 RecessedPenderr./F1 ReoesseM^ "endent!=P =' Res SEHSiFA For extended installation flexibility, the Model RC-RES provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in with'ho 13mm Total adjustment. 9. Fl Res 58 RDz med PencerrFP installation decreases the need for precise cutting ofihe pipe that drops tothe sprinkler and allowsfor a perfect fit a range of pipe lengths. 7 PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM VICINITY MAP 3. Thread-OnlThread-off or Push-�7n/Thread -. F1 Res 76Re�nr PLUMBING CODE. PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY N.T.S. "11, Fl Fes 76 Recessed PencerrFl The heat sensitivity and water distribution design of Model RC-RES allows for an increased chance of residents' escape or AFCON MFG. ARE U.L. LISTED AND ARE INSTALLEDACCORDING TO THE Off cover attachment option. -2. F1 Fps 76 Recessed PenCenP �r evacuation in case of fire. However, residential fire sprinkler systems are not a substitute for fire safety awareness or fire safety HANGING REQUIREMENTS IN THEIR TECHNICAL DATA (SEE DETAIL). i :; construction required by building codes. GRIFFIN RANCH 8. THE SPACING AND LOCATION OF SPRINKLERS SHALL CONFORM WITH A. Smooth aesthetic ceiling profile. -3. F1 Fes 30 MP Pendent W f1,. MASTER PLANS 4. Fl Res THE MANUFACTURES REQUIREMENTS AND THOSE CONTAINED IN TRACT 32879 *PLAN 4529 5. Available in brass, chrome and black plated .z. `Lead Free" is defined in the Reduction of Lead in Drinking Water Act (S.3874) endorsed byAWWA's Water Utility Council, and NFPA 13D, 2016 EDITION. XF Blain Cover Plate -5. Fl Res 58 MP Pander t or painted finishes. G California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead- in welted surface of pipes, p '6. F1 Re.76C:,PPendert _ 9. IF REQUIRED BY A.H.J. THE ALARM INDICATING DEVICE SHALL BE LISTED � ' � �"� plumbing fittings and fixtures. t 'T F1 Res 44HI-AV F- All 3C,49,58&76 - F' Res 44&58 _-F1 les44S= FOR OUTSIDE SERVICE AND AUDIBLE FROM THE STREET THAT THE • Listings & Approval '8. F1 Res 44 Recessed HSWiF2 COP Fendan Recess.d HW2 HOUSE IS ADDRESSED ON. LICENSE NO.684600 1. Listed by Underwriters Laboratories, and -9, Fl Res 58 RERV WARMNOS „t 20 Fl Fees 58 i SNX Horizontal SldwA, sprinkl sP{ s. 5, o &7) are equally sitrac_ 10. SMOKE DETECTORS TO BE INSTALLED BY OTHERS. Certified b� UL for Canada (cULuSj The Model RC-RES must be installed and maintained in accordance with the rotes stated herein as well as !n CUSTOM, TRACT, MULTI -FAMILY 21, KRe956 H the v -en above ceiling piping carrot be t red. compliance with the applicable standards of the National Fire Protection Association regulations and the standards of LA QUINTA, CA. - The3rl�1 lass -bulb p 11. RESIDENTIAL CONCEALED PENDENT SPRINKLERS ARE U.L. LISTED AND AND COMMERCIAL 22. F1 Res 9 any other authorities havingjurisdicson. MANUFACTURED BY RELIABLE INSTALLED AT 14 FT_ MAXIMUM SPACING AHJ: CITY OF LA QUINTA • 23. Fl Fles 44 SWC of residerltia -pater supplies fc" sprite average r 'esidertiJ ►n the event of this condition, consult the authorities having jurisdiction f"guiciance and approval. (SEE TECH. DATA). • fro p'o'BCiiO'1 ckig� Failure to do so may impair the integrity of these devices. DESIGN, INSTALLATION G AND UL Listing Categories Y�'"5 ';:::..,. L�stmgs�t �� Tlrelow1aol=lResa rinkiersare i ir'eeredfo'fast of thisdolaumenttotheownerorhisre representative, 12. PENDENT INTERMEDIATE TEMP. QUICK RESPONSE SPRINKLERS ARE U.L. LEGAL DESCRIPTION ••••••••• SYiiY. p � � � it is the responsibility ofihe installing contractor to provide a copy p � • Residential Automatic Sprinklers . Lsted by urderwTitera Labora:orias na and t'lerrrlEll t3Tm raspto meet the sans!Tm Te protection appllca- and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is LISTED AND MANUFACTURED BY RELIABLE INSTALLED AT 14 FT. MAX. SPACING " UL Certlf ed 'or Canaca tcULLs; responsible for maintaining their fire protection system and devices in proper operating condition. The insta►►in SEE TECH. DATA). 705 E. CORONA, A 9 SUITE 200 ton new of ate 13test reaicerltal marks standerds (uL 1� p p y p °� p g g ( ) OCCUPANCY: R3 / U CORONA, CA 92879 contractor orsprinktermanufacturershoufd be contacted with any related questions. SMnclardj. Upon condb--ns, nsrtg heat causesasprtlkers PH - 800-915-3473 UL Guide Number 13. PENDENT SPRINKLERS ARE AT LEAST 3 ft. FROM OBSTRUCTIONS E.G. LIGHT CONSTRUCTION: V-B FAX951-272-2535 Sprinklers for.10 [Tensity: Refer to Bulletin 176 noIL- ensawderrlatt,gWsbulbor InI03ac-.UMrelea~mgIre TECHNICAL DATA FIXTURES CEILING FANS, ETC. OR IN ACCORDANCE WITH TABLE 8.2.5.3.2 AND STORIES: 1 VKKW watery are ftwcrtoftcefieotar,aenydSrtuhrigtre SECTION 6.2.5.1. SPRINKLER LOCATIONS FOR CONTINUOUS OBSTRUCTIONS • UL Listing Category Approvals: Listed,. NSF-61-lie ARE IN COMPLIANCE WITH 8.2.5.3. BUILDING AREA: 5,245 SQFT. The recipient of these plans disChargecwate'tcant'olafirs. hereby acknowledges that all Product Description R�ivertial Autama:iY Sprinkler Sprinkler Identification Number (SIN): Ss8261 plans, details, specifications Or Teeirr kW Data: 14. SOFFITS AND CABINETS TO BE PROVIDED WITH SPRINKLER COVERAGE IN FIRE SPRINKLER SYSTEM: methods of installation Model RFC30, RFC43 and RFC49 Concealed Residen- UL wide Number Maximum Working Pressure: 175psi (12.1bar) tial Sprinklers are fast response residential fusible solder • Trormal Sensor. Salcered Elamerr. (Link) er Nom nal Discharge coefficient Nominal K Factor : ACCORDANCE WITH 8.2.5.5. DESIGNED AND INSTALLED PER 2016 NFPA 13D ALL contained in this set of plans is p p +rKlerd link automatic sprinklers. Residential sprinklers differ 3'n1n glass-eulb g (Nominal ) "Z RESIDENTIAL WITH A .05 DENSITY WITHIN AREAS. e sole property of Fire K=3.7 GPM1psi {53.3 LPMlbar 1 15. SPARE SPRINKLERS SHALL NOT BE REQUIRED TO BE PROVIDED IN the Systems, Inc. and PFI 2. Pffiet1Re tlrlder Frame. Bress Castir ACCORDANCE WITH 5.1.1.2. that any use of this set of plans from standard sprinklers primarily In their response time � � Temperature Rating: �---•-_• �� SCOPE OF WORK: Is prohibited and is a violation US Patent No, 5,516,893 applies to the Model F1 Res 49 Sptlrklers' Pressure Rat ng : 175 pt 162T 172�) sprinkler with 140T (60c) Cover Plate ,h.. Ij r9, r��. FIRE SPRINKLER DESIGNED AND INSTALLED PER 2016 of pcopyright laws without first and water distribution patterns. Perforated Cover Plate =&< .e &58 �encentSprinklers Facto' F droslatoall Tested to500 I 175'f (74�CjSprinMerwith740� 160°D}Cover Plate r, `'' 1. .�: s ss„z�- 16. NFPA13D 8.3.5.1.1 WHERE THE FUEL -FIRED EQUIPMENT IS ABOVE ALL OF THE receiving permission from Fire Mode) RFC30, RFC43 and RFC49 sprinklers dischar a y� Y �„ 175T (79 c S rinklerwith 162T 72`C cover Plate NFPA 13D ALL RESIDENTIAL WITH A .05 DENSITY WITHIN 9 P 1 ) > :.Kyz OCCUPIED AREAS OF THE DWELLING UNIT, NO SPRINKLER PROTECTION SHALL S rinkler Systems. p g US Patent Nc, , ,353,682 app jw to Model Flies 44 & 58 - Trread SIM. It NPT FIX.) ai AREAS RESIDENTIAL WITH A .05 DENSITY WITHIN AREAS. water in a hemispherical pattern below the sprinkler de- and positively attached and blends into the ceiling, tin- HSl'4' Sprink ells Color Code (Sprinkler) ,,�1 I �= x U . . - " BE REQUIRED IN THE CONCEALED SPACE. SCOPE OF WORK TO START AT BASE OF RISER (NODE 104). UEAs'. - K-Facto` S.0(432){Acura}-F1 F�3DPend9-r1*rH4er 162T 172'Ct: Uncolored r� G air Nn SM3. (lector. Residential distribution patterns are higher and cealing the most dependable fire protection available, an USPatertNo. 7,784,555applies toPAodeIFI Res44SwC 4,9(7W(Acrtlal)-FlRes49PendartEprnider 175T 1794c):White��` generally contain a finer droplet size than standard sprin- automatic sprinkler system. Sprinklers RCS r FlRes58Pendw-&HSIIISwinlder Color Code Cover Plate ��.- 5,3 {63.5) ;Actt.al; •. ( ) kler patterns. The RFC30, RFC43 and RFC49 are UL Listed Residen- Product D estciiprtion 7.8(13WAc A,-'F1Res 76Perident5prinkier 140T (601G): No Mark r)aam� oYp� y Q The combination of speed of operation and high dis- till Sprinklers to be installed in the residential portions I�itodel F1 Pies Farxl( �rilets ;Fib 1, 2, 3, & 4I are fay a.(39j(a,�J F1 t� 151h'xr�ldetr 162T 172°C:j: Mlhite-colored Mark 3 53m E��@ Charge pattern required for residential sprinklers has of any occupancy in accordance with NFPA 13, 13R, & re4x ,3prkkle soombni-gexmienidtrabiity,hiT BWBRiv- DerlsiiV- Minimim a05 gpmft? Vertical Adjustment: inch (12.8 mmt a.-... z.y _.:a;�a CS mm.1q, .°w.r.maas­ � BUILDING SUMMARY demonstrated, in fire testing, an ability for controlling 13D. iiy glaL--ailo and kcl pr(Al2 ceoorallo desig1 The F1 Fees Cover Plate Finishes: Z Standard Finishes - residential fires, and thereby providing significant evacu- The RFC30, RFC43 and RFC49 can reduce the need white, Ivory, Beige, Brown, Black, Nicker, ® UJ ation time for occupants, for precise cutting of drop nipples. The threaded cover The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Eimsiird, New York 10523 Wood Grain � - - -- � - CONCEALED RES. PENDENT SPRINKLER The RFC30, RFC43 and RFC49 Sprinklers provide the plate assembly can be adjusted without tools to fit ac- Si1 eSv Custom Finishes- � ° z. , p' wWn,R. r ® CONCEALED RES. PENDENT SPRINKLER bestform of fire protection by combining an attractive ap- curately against the ceiling. The tire protection system Custom color and custom pattern cover plates are � sc LL> uc,cv available on special order. Contact a senju O J pearance and (13mm) of cover adjustment for ease need not be shut down to adjust or rehlove the Over 11/2 sprinkler representative with any custom orders. l/ RESIDENTIAL PENDENT SPRINKLER , 4 , of installation. The small diameter cover plate is easily plate assembly. Please see chart on Page 8for more detail. I ri1 zr Technical Data: F1 Rey 3ij Pendent oriel Recessed Feel -dent (SIN 1�3611} - - - l �.. CHANGE IN ELEVATION - - - -------- ---- - -- The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Parr Drive, Elmsford, I`IeW York 105 3 Tlhmad - Nominal Orifios I fl/ wr_ Pr rrs ; rinklix Tamp. Rating Maur. Ambient Tsan , i AC t ai K Sptinkler I-sogtt3 Physical Characterise?cs Rer. Figure 1 ; �1 ------atzo---- -------Inch (mm)------------p-ss-bail-------_----- I - ------ -C --- Fat--sar_ ; Inch [nirrt} ��' DETAIL) ® RISER LOCATION (PER D L '1'IN °}- ;S2� ��� (12j 1� ?� 1�f? ��: 3u (��:.') 2.2.6i (57) "' O NODE POINT FOR CALCULATION Q Ordinary Tamp. Rating ; Intermodinto Tornp. Rating; I coY�a e�ArE s �cc V3 Max. Coverago area Spacing (1st .F�&B°C- ...... a (175°17.79 �) .. I Top of Doll odor to C61ing Spacing , OPERATJON Ft xl=t(mxm)Flow FEr sGuro I Fl�st++r Proswm Inch (mm) Ft (� i In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then, the Cover Plate is / HANGER TIC DETAIL Thread Nominal Sprinkler p CCP Assembi y Max. Ambient K Max. Model (SIN) Size Orifice Temp Rating Temp. Rating Temp. Factor Pressure Inch (mm) Inch (mm) psi (bar) °F °C OF °C OF oC RFC 30 (RA13611) 21/C4 (8 2! 165 74 1.35 v. 100 38 3.0 L3.2) 175 (12, i RFC 43 ,2. 1 ,i ;§ ICI 165 74 57 100 3t? 4.3 %SZ) ! 175 (12.' (R,Ati612) i RFC 49 6 (1') 165 r'4 100 38 4'? i {RA0616) ---------- ------------- 2 x 12 (3,93 x?,c,`: 14x14(43x=,3 i*t ( t 2 f .6) (,3, PM (1.1min)' PSI (Saar) I GPM (1-1min)� PSI (bar) ' i --------- - ------ -- * ---------------- - ------- -----------; i R•^:k,tl. C:rr hnr}: ±I;i t�-a (:•':1 7 to it �; ! ! , 8 (30.3,: i '. f .4i ) l 3 ; 1i.:.j ' U (U,w ) uzing F2es4;utrh,-x)r:. , p ....._........p................................................qEieP11' _...... damecixNFD. 3ri e:;2:4i 1 1Cf'-,7,8i ':;"6) :J(2-,8i 11i(J,7L'1 3inL�led,r,harst".'at t-N (3 k. 44.4) !hint' released at once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and when sufficient heat f<om the fire is recorded, internal components of the sprinkler to fall apart. This leads to allow the water flow to be distributed on the affected by fire area. (Ref. Figure 2) SYMBOLLEGEND TABLE A. NFPA 93D & 13R WET PIPE HYDRAL►LiC DESIGN CRITERIA for Model SS8269 I -or CA•:I!ng t�pcs refer to NI -PA 13. 13H or .3`) Technical Data: F1 Res 49 Pendent and Recessed Pendent (SIN R3516) Thread Nominal Orifice Max. Sprinkler Max Actual Sprinkler Size Inch (mm) Pressure _- Temp. Rating__- Ambient Temp. -. K Length ._.. ..... ..._.._... _, ................_..._..._.. psi.(bw) . oP - - � ... -oF- - °C ---- ._ Factor ......._. Inch (mm) - -_- --- �2 R/' h, 01) 1175 (12) '.�i5 68 75 ?y 100 3 5r; F5 4 9 (fJ 6; 2.2 : (5 ) Note I.:tar ==- 100 Kpa !RFC 30 Max. Coverage Max. Spacing Ordinary Temp. Rating 165-F/74-C ( ) Top of Deflector Installation Minimum' area Ft (m) Ft x Ft (171 x m) to Ceiling Inch (mm) Type Spacing i Ft (m) Flow Pressure GPM (Vmin) PSI (bar) .. `2 x 12 (3,6 X 3,6j 12 ( ,6) 9 (3t, ":) 9 0 i3O,62) SM..'.'. t h Ce l n gc 2 to 1 i 13 :G 25.= P ea:sect ..PIT "ge per �IFP.t-+. .v:.J, f.�iR �ii �-.) :P.` led 8 `2,4.1 i 14 x 14 (4,, x 4,3) 14 (4,,3) 10 113753,i 1 .(0,? 61 13 instailed .,- be rls !'z c k 1113 to 25.4) Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing 1550FI68'0 1750Fl79°C to Ceiling Spacing Flow Pressure Flow Pressure Ft x Ft (m x m) Ft (m) inch(mm} Ft (m) - -CC - - PPf.{Umin} -FEE.{krj- -CPI-{Umin) - I_{fir} ............ .h - - - - ... - - - -- 2 x 12 (3,6 x 3,6) 12 (3,6) 13 (49) 7.0 (OAB) 1:` (IP) 7 0 "0,48) SmJJth L ihn s t/4:o 4 (Cl ? to 102)U 2G13(71rhP0. i t " r25 4tJ 1c 2 List : -'. ( cutd Satre 1 6.=r'gs P. NFPA $ (2.4) 4 x 14 (4,3 x /.3) 4 (,/,; ) 13 (49) 7.0 1,,1,4i8 13 ;4gj 7 , r, t ;, I F x 16 (4,9 x !,:a) 1 F5 ( c) 3 (49) 7.0 (1748) 1 ( 9, 7 I (( 48) !._........- - -. _-------- -_---_-- - .. 1;D,1, t�i 13Ir e ill. 8 x 18 (5, 5 x 6: 5) 8 (:.5) 11' (64,3) 12(0,83) ? (64,,,. 2 0.83, bears 11/4to . (. :, , 7.o ?�4j, n�::"2c�u rc?,1 ?� <(25 4 to 44.4, usi.Ig F` 20 x 20 (6,1 x 6,1) 2C (6,1) 20 11) 15 ' ( ,14 2' ;75 r') 1 ' 4y For Cei:ing Vpes refer ;o °JF A 13, 13R cr 13D Fc; Cei i g types refer I. NFPA 13, 13R or 13D Ordinary Intermediate Maximum Maximum Temperature Rating Temperature Rating Deflector Minimum Covers la� e Spacing 162°F (72°C) 175T(79°C) to Installation Spacing Flow Pressure Flow(0)Pressure Area Ft. x Ft. Ft. Ceiling Type Ft (m) GPM PSI GPM PSI (m) (m xm) (LPM) (bar) (LPM) (bar) Smooth Ceilings 3/8 to 7/8 12x12 12 10 7.3 11 $8 Inches. (3.7x3.7) (3.7) (37.8) (0-50) (41.6) (0.60) Beamed Ceilings per NFPA 13Dr o'13R Concealed (2.4) Installed in beam to 14x 14 14 10 7.3 11 8.8 7/ (4.3x4.3) (4.3) (37.8) (0,50) (41.6) (0.60) inches below bottom of beam. LIJ Z APPROVAL Riverside Courl1s it D12partment W Of" 1 oe �� i Z 17 zo / / By w s he approval of plans and specificati ins does not eV ¢ > uerr„ it the violation, deletion, omission or faulty c` %J s Ita'i any requirements of Title 24 or an ,n.,ta., _con of a � eq y Loin Orrili'ances. Construction shall remain e 0.. UJ C14 Q a essi ,lie and exposed for inspection purposes uric a , .,- of r-d bv i no Fire Department. r rs LU RFC 43 (a) For covera a area dimensions less than the above mentioned it needs to use the minimum required flow for the Ordinary Temp. Hating Max. Coverage Max. Spacing (165°F/74°0) Top of Deflector Minimum Installation area Ft x Ft (m x m} Ft (m) to Ceiling Inch (mm) Spacing Type Ft (m) Flow Pressure GPM (Umin) PSI (bar) 121 x 1 i3,6x 3.61 'C (.; 6) I 2 7.E3 `l ,b4) 14 x 14 ,A3 x 4,3) - (4,) 13 WD) 9 1 'C.(331 S soot + F L^c 1z to 1 (' 3 lo 5.4) 16 x 16 1,4,9 x 41 9) 16 ( 9) 13',-19) 91 'O,60 .,r NE-P, t 13R or ;3P me-;d CG; I A ono' C e 13 stali(>,d In b(arns'72 `a 1 13 to 2 : 4) 18 x 18 ;5.5 a 5,5 18 (5,5) 18 (Ells) 1 .b 1,2 20 x 2(0 6, x 6, 1': 90 (6,1) 21 ,79) 23.8 1,6M Next Higher Coverage Area listed. Z Q J U (b) Requirement is based on minimum flow in GPMILPM from each sprinkler. The associated residual pressures are _J d Q calculated using the nominal K-Factor. Refer to Hydraulic Design Criteria Section for details. m z (c) For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of APPROVAL STAMP � F_ N W NFPA 13D, 13R or 13 as applicable. � < CO U J Q tY 0 *FOR REFERENCE ONLY ~ ® ® PRESSURE REGULATOR PRESSURE REGULATOR CPVC TO SYSTEM — 10 11' ELEV. FROM FINISH GRADE O HYDRAULIC SYSTEM TO BE SET AT 60 PSi TO BE SET AT 60 PSI or r I Ic) ty raise t. ,del=+a 13, 13R or 13J TO DOMESTIC WATER TO DOMESTIC WATER > JOB NO: 31630 CONTROL VALVE FOR DOMESTIC CONTROL VALVE FOR DOMESTIC SPARE SPRINKLERS SHALL � DATE: 8/15/17 This Building is Protected by a 5 GPM ALLOWANCE 5 GPM ALLOWANCE NOT BE REQUIRED TO BE DRAWN BY: M.N. RFC 49 H draulicall Desi ned PROVIDED PER 5.1.1.2 Max. Coverage Ordinary Temp, Rating o Top of Deflector Minimum area Max. Spacing o . (165 FI74 C) to Ceiling Installation Spacing Ft x Ft (m x m) Ft (m) Flow Pressure Inch (mm) Type Ft (m) GPM Lftttin PSI bar 12 x 12 (3,6 x 3,6) 2 (3,6) 13149) 7 10 (C,43) Sn c:ot. C,U I :gs'_ t:J 1 (13 to 25.4) 14 x 14 (4,3 x 4,3' 14 114,31 13 49) 0 10;48' 16 x 113 (4 ,9 x 4 9% 16 (4,9) 13 (49) 0 (C,43) e med i e I; Cc, per NFPA 31', 13R or Conceal ! 8 (2,4) 13 in beewns',%z :o 1 (13 to 2S 4) 18 X 16 ;5,5 x ,5 5) 18 ( ,5) 17 (6 +,3) 12 0(0.831 20x20:;6;: 6;1j 20(6,1) 20(75,73) 16.7(114; y y g Automatic Sprinkler System. T T 1° CPVC RISER 104 2' ELEV. 104 -- 2' ELEV. eo,��GT I ON Date Installed 8/15/17 GAUGE C CATION �90, Location CALL AREA 2 14-1/2° X 30° ,� C-16 Number of Sprinklers 2 CONTROL BALL VALVE CONTROL BALL VALVE ACCESS DOOR u * 6 0. Basis Of Design *, 1. DENSITY .05 gpm/sq.ft. Fo��\P 2. DESIGNED AREA OF DISCHARGE %Z°MAIN DRAIN VALVE OF CA0� 512 sq.ft. -or CeAing types! efe to NFPA 13, 13R or 13D FINISH GRADE O' ELEV. FINISH GRADE O' ELEV. System Demand DRAT TO EXTERIOR u 106 STATIC 82.8 -10% = 74.52 PSI SIZE - 24" X 36" 1. WATER FLOW RATE 31.6 gpm 1 W COPPER L 3 ++ 11/" COPPER L --- ++ a _ 2. RESIDUAL PRESSURE AT THE /MASTER METER BLMJ 1 METER RESIDUAL 74.82 -10/0 - 67.34 PSI BASE OF THE RISER 36.1 SI , 9.5 PSI LOSS 4 PSI LOSS 4' ELEV. FLOW 2,300 GPM SCALE p RUBB R FACED CHECK VALVE 105 N.T.S. 1/ PVC 1 COPPER K 1 /4 PVC 1 COPPER K 3 PSI 0SS METER MAIN METER MAIN WATER FLOW INFORMATION IF SHEET IS LESS THAN Installed By Fire Sprinkler Systems, Inc. 103 103 24 X 36 IT IS A REDUCED 70' MAX 30' MAX 70' MAX 30' MAX PRINT SCALE -2' ELEV. 102 101 100 -2' ELEV. 102 101 100 1 REDUCE ACCORDINGLY ® ® -2 ELEV. .-2 ELEV. -2 ELEV. -2 ELEV. 04 2' ELEV. SHEET ID HYDRAULIC NAMEPLATE ALT. UNDERGROUND DETAIL UNDERGROUND DETAIL RISER DETAIL GENERAL NOTES N.T.S. N.T.S. (FOR REFERENCE ONLY) N.T.S. (FOR REFERENCE ONLY) N.T.S. SHEET FP1 OF FP4 1-HR. AND 2-HR. GYPSUM WALL ASSEMBLY 10R 2 HOUR FIRE RATED 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 WALLBOARD/STUD 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" DIAM. (OR SMALLER) SCH. 40 PVC PIPE B) NOM. 2" DIAM. (OR SMALLER) CPVC PIPE. THE ANNULAR SPACE RANGE SHALL BE ,MIN.1/4" TO MAX 1-3/8". NOTE: FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. 2" THICKNESS OF SEALANT APPLIED WITHIN OPENING. 3. BLAZEMASTER CAULK & WALK - MIN.1/ ADDITIONAL SEALANT TO BE INSTALLED SUCH THAT A MIN. 1/4" CROWN IS FORMED AROUND THE PENETRATING ITEM. NOTE: THE F & T RATINGS OF THE SYSTEM IS EQUAL TO THE FIRE RATING OF THE WALL ASSEMBLY. UUcUL SYSTEM NO. WL2151 SCALE: 3/16" =1'-0" HYDRAULIC SYSTEM This Building is Protected by a Hydraulically Designed Automatic Sprinkler System. Date Installed 8/15/17 Location CALC AREA 2 Number of Sprinklers 2 Basis of Design 1. DENSITY .05 gpm/sq.ft. 2. DESIGNED AREA OF DISCHARGE 512 sq.ft. System Demand 1. WATER FLOW RATE 25 gpm 2. RESIDUAL PRESSURE AT THE BASE OF THE RISER 37.1 psi Installed By Fire Sprinkler Systems, Inc. - .... _... _._ _ .__. .,__ -- ---------- ..__._.__. .__..__... .,.____._, ..........__. .._-....._ .._ __. ...-........__-..___.__ __...._._ , El VERANDAS i RETREAT 3 Vi12'-0"CLG.„ 1Z-0 CLG. 1el CALC AREA 2 2'-10" 10' 2'-10" w MORNING ROOM ij 12'-0" C 20 22 � f £ 10'-0"CLG. 5: 2" 'F i . £ 9' 8 11'-0" CLG. 11'•0"CLG. E3_�" • { - - 11'-0"CLG. _ 2-0ECLG M /FLEX ROOM c 2' 4" GR G OM 12 = 14 T ASTER BEDROOM o I 2'-0" CLG. 7 5'4" i o 1 13-41 '-9" £ 9:_5" ( 7- 1" £ - - '" I ED�n� 's 5' 19 5' KITCHEN 21 '1' " 2r1 " 5'-0^ 6' 7" l m [ 12-0 CLG. N d m HEAT ONE I-4'-11"- r .................... o 01 7, [ I I 1Z-VCLG. v€ *7_187'0 ' M E8 Zn 1 j E i 5 4" _ *- 4'-11" 2,-4" 6'-0" i i ATT C� _ l 1" 1' "- A ES ll 3 __."..._. ..._ __. .. _ t � m� 3j i it ., � [ v I1r _•'V�_• /��/F- _E € (]t I I ( iS \ % it d' 1 ( ➢ "� ,m%'T.1Y'15Y' VLV. � "___......,",_...._. ..., ............ ...._, M (- HEATZONE 000 o ( _ m _ _ F122 T...,..__-CLt12'- "CLG - 1 0"CLG. } "_ HALL CLG. i € 110' 0"CLG, G 18 A 12'-0" CLG. I HM 1 30 1'r j _ 3 1„ ''s 5'-0"��` �3,3 28 21 S FT. 11'-0"CLG. 31 3' 10" T-V _4 �y 4'-3" 3' "--�`� - T- ( ,� , ���, I li 6'-Y 26 .0 Aft 0 5„ 1, Gp, _5' " 1'-2 T7"-, I_-W_ 9 ::Te", 2-7- '... 6 1 0" E< -1 1'-3 7'-11" 3'-6 6 �_ 8'2' 11'-0"CLG 6" CLG. i Lam._ �"N.,•i � I 8' i j lo PQWDER 1 � 24[ l E zo I -_.._._..__...... .. 1__.._. 9'%D"CLG. 1 'I� 12'-4" 31SQ r� -_ 3e I) °° j15 € i \ i 11 Y-0" CLG. I I ll ? F DINING ROOM € £ 20' 0' SPACING _ - i .,,."..i4-'�- 7'-4° ea•Ja. Lam* ` 1 MASTEf BATHROOM Gp�. ENTRY 2 -0 CLG. 1 I 10'-0"CLG.-- 3'-8" " _ 10 0 CLG € i _____'-6"CLG. 10 i 6 NO AIS i t: "CLG. j ( REQ. co iW } € PER 8.3.7 ua I 9' CLG. I I ] _ COURTYARD 88.5 FT' I SOFT. ^mom1_C.- _ 1 10'-0" CLG -- - -- - - - g _� _BATMRCOM 3 } Y1 SQFT. E '"" CLG f - �'J 3 SQFTIf E. 4£ l 12" �S R 3 � i f HEAT ZONE 9'-6"CLG= ` LAUNDRY 10'-0 CLG. ._._ __..�. £ 10' 0' CLG. . __. ".. -I 6 CE 0 CLG. (i I �.n _. i- 1" A rC t CAR GARA S� : a 7 v £ u� [ 2- ._...m i l..._...... ...... __ _..__ ._„n,s" _ _ x _. ___ ..,,__. __ 0 OROOG 2 o 5' 2" i ______...__..._ w_:". ; _...._.-....._...._........_...._____.___-_-W. ___.._. _...-_----_____..___".._, ,gym w__ _._.._ _.. ______- NFPA SECTION 8.2E5.6 , .._ -,_.__ 10 ( .._._..,..._.__,_,._ 8 SQFT. �.�..., m - j ( 10 SQFT. I CASITA _....._....___......_..t i10'-0"CLG. 6 SQFT. €, _._.... .---W. CALC AREA 1 € 9'-6"CLG. oi i I I 3 12 € € ATHRO 1_ ;Ctf > q 13'-3" 23'-10" 41�� 3 �> ' 20'x20' SPACING jF �l l ... _....................... _...... I I , .....__. _. „"--_. _. ------ i ___._._.. .......................................................... ... PLAN 4529 (141X14') FIRE SPRINKLER PLAN SCALE: 3/16" = V-0" 1 CAR 10'-0" 26 SQFT. 20'x20' dPACING 1 2' 6-8- D 6'-5" R- D O ' 10 [ RISER 64' LOCATION SIZE - SYSTEM PIPE: 3/4" thru 3" MATERIAL - CARBON STEEL. FINISH - Mil. Galvanized. LISTING/APPROVAL - 203-EX 4231, EX 2551 FUNCTION -Support horizontal piping: CPVC, Copper or Steel. Size 3/4" - 2" 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. FASTENERS - UL Listed per NFPA 13 in WOOD: 3/4" - 3" CPVC PIPE - #905 screw - no pre -drill. 3/4"- 3" Steel and Copper pipe - #14 x 1 1/2" SMS or 1/4"x1 1/2" lag bolt - no pre -drill. in STEEL: min. 18 GA. 3/4" - 3" CPVC, Copper and Steel pipe - 1/4" or #14 Tek Screw. FEATURES' * Offset edge eliminates abrasion. Retainer dimples secure hanger to pipe during installation. Required AFCON #905 screw Included - 5/16" hex head. ORDERING - Part # and pipe size. CAN ALSO BE USED TO REPLACE - #500 Pipe Strap #520 Tin Strap Hang 510 FAST. SIZE DIM. 3/4 2.126 1 2.312 1 1/4 3.170 1 1/2 3.400 21/2 4.320 3 5.320 Restraint Nominal Pipe Size (in.) 3/<" V 1'1W 11/2' 2" 2'/z" 3" 3%" 4" 5' 6" 8" Steel pipe except threaded N/A 12'-0" 12'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'4' 15'-0" 15'-0" 15'-0" lightwall Threaded lightwall steel N/A 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" N/A N/A N/A N/A N/A pipe Copper tube 8'-0" 8'-0" 10'-0" 10'-0" 12'-0" 12'-0" 12'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" CPVC 5'-6" 6'-0" 6'-6" T-0" V-0" 9'-0" 10'-0" NIA N/A N/A N/A N/A Polybutylene (IPS) N/A T-9" 4'-7" 5'-0" 5'-11" N/A N/A N/A N/A N/A N/A NIA Polybutylene (CTS) 2'-11" 3'4" T-11" 4'-5" 5'-5" N/A N/A N/A N/A N/A N/A N/A Ductile iron pipe N/A N/A N/A N/A NIA 15'-0" N/A N/A 15'-0" N/A 15'-0" W-0" AFCON 510 HANGER (STEEL - COPPER - C.P. V. C. ) NOT TO SCALE SIZE - SYSTEM PIPE: 3/4" thru 2" MATERIAL - Carbon Steel. FINISH - Mil. Gaavanized. LSTING/APPROVAL - ° 203-EX 4231, EX 2551 PATENT No.6,648,278. FUNCTION - Support horizontal piping: CPVC, Copper or Steel. Provides listed vertical/horizontal 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 #905 threads are exposed in wood, install #906 backing nut. FASTENERS - UL Listed per NFPA 13 WOOD - CPVC pipe - #905 screw- no pre -drill. Copper and Steel pipe - #14 SMS or 1/4 "xl 1/2" lag screw - no pre -drill. Thru 5/8" gypsum board - 1/4"x 2" lag screw. TE - 1$ GA. -CPVC Co er and tell i e - 1!4" or S EL min. pp S p p #14 Tek Screw. CONCRETE: Required minimum load each fasterner = 5(wt)+250lbs. FEATURES 2 1 1/2" Offset - loose fit allows pipe to slide. Common center -line for 3/4" and 1". Offset edge eliminates abrasion. AFCON #905 screw included - 5/16" hex head. ORDERING - Part # and pipe size. AFCON #906 backing nut sold serparately. -0 t Restn Nominal Pipe Size (in.) 1" 1'1W I1W 2" 2%" 3" 3'/:" 4" 5" 6" 8" Steel pipe except threaded lightwall N/A 12'-0" 12'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" Threaded lightwall steel N/A 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" N/A N/A N/A N/A N/A pipe Copper tube 8'-0" 8'-0" W-0" 10'-0" 12'-0" 12'-0" 12'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 1N/AA ybutylene PDlybutyloenei CTS) N/A N/A N/A N/A N/A PP N/A N A" N A NIA N/A' N/A / 15 13 N/A 15 0 15 0 AFCON 514 HANGER (STEEL - COPPER - C. P. V. C.) NOT TO SCALE APPROVAL P ,/erside County Fire Department e 0, Fir LlOarshal m, Urotfi of plans and specifications does not the /tolation, deletion, omission or faulty . t'."I iforl Of any requirements of Title 24 or any rdinances (onstruction shall remain d ,;{posed for inspection purposes until . �•li'� i�ep��menl. >ilize z U_ � Z O W d Mix o O Z O � o w ¢ O w w �- W v M JLU Q 0 m M ¢ W co 0 N ¢ _� M N 0 0 Z GV ibilize I • 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, 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 p at on of copyright laws without first receiving permission from Fire S rinkler S stems. Q M U') O m N co Of W W W W V) QX d !G d X N z Cn w Z U') L U w O W U - 0 r` U �¢i.. n- o rn Y M M �T O •O®m W J wuj Mz rnw �ZO LL -, J m J m z z Uj ¢ Q W W M cV LO ,It _ �Z Q C� Z Q (� g J d Q Q= m z L,- w I-- �C4 w J 2U J H FLOOR AREA - 4,529 SQFT. TOTAL LIVING AREA - 4,529 SQFT. JOB NO: 31630 GARAGE AREA- 716 SQFT. DATE: 8/15/17 DRAWN BY: M.N. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13D, 2016 ED. ION CO,y o��GT NOTES: 1. ALL HEAD SPACING TO BE 14'x14', UNLESS OTHERWISE �� CLA TION 90a NOTED. 2. ALL PIPES TO BE %" CPVC, UNLESS OTHERWISE NOTED, 3. PIPE CLEARANCES MUST BE IN ACCORDANCE WITH NFPA U_ LIC 13-9.3.4. 68 00 4. HANGERS SHOWN FOR REFERENCE PURPOSES ONLY. HANGER SPACING TO BE PER TABLES ON THIS SHEET. 9�F 5. SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF OF 55sgft. AND LESS. (SECTION 8.3.2.) CA�\�0�� 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. SIZE - 24' X 36" (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 OF 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 DO NOT EXCEED 15sgft (1.4 sqm) PER SPRINKLER. SHEET ID FIRE SPRINKLER PLAN SHEET FP2 OF FP4 Fig. 29 - Double Offset Hanger & Restrainer for CPVC Plastic Pipe C& US usno Size Range — Available in 3/4" and 1" pipe sizes Material — Pre -Galvanized Steel Function — Intended to perform as a hanger and restrainer for CPVC, plastic fire sprinkler pipe. Provides double offset 1 1/2" x 1 1/2" from mounting surface. This design will ease installation by eliminating the need for wood block extension and allow retro-fit attachment of hanger to sprinkler pipe. Features - - Thumb tab provides protection to restrain pipe in rough job site conditions. Tab is not required to be bent for listed installation. • Offset edge eliminates abrasion. • Attaches easily to wood structure with two special #10 x 1 hex 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 (WL) as a hanger and restrainer to support fire sprinkler systems. Meets and exceeds requirements of NFPA 13, 13R and 13D. Finish — Pre -Galvanized Order By — Figure number and pipe size. PATENT PENDING e soee a, ; ex 1e d self-tammg Der nefore a after iistallato'^ O A to +h n,' . but sc ..... Table R • One Point of Restraint R R MAX. One -Point / enVertrain $estrainf —'r cal RESTRAINT RESTRAINT ONE -POINT ONE POINT Nominal "Et" "R" Pipe Size Less than Greater than ANSI inches 100 psi 100 psi DN (6,9 bar) (6,9 bar) 3!4 0'-9" 0'-6" DN20 (0,23 m) (0,15 m) i 1'-0" 0'-9" DN25 (Q30 m) (0,23 m) 1-1l4 1'-4" 1'-0" DN32 (0,41 m) {0,30 m} 1-1/2-3 2'-0" i'-0" DN40 - DN80 {0,61 m} (0,30 m) Table S • Two Points of Restraint Nominal Pipe "S" "S„ Size Less than Greater than ANSI Inches 100 psi 100 psi DN (6,9 bar) (6,9 bar) 3/4 4'-0" 3'-0" DN20 {1,22 m} (0,91 m) 1 5'-0" 4'-0" DN25 (1,52 m) (1,22 m) 1-1/4 8'-0" 5'-0" BN32 (1;83 m) (1,52 m) 1-1/2-3 7'-0" 7'-0" DN40 - ONSO (2,13 m) (2,13 m). S I -'— —�{ Two -Point ANY BiSTANOE—{----- �-i vertical - Restraint RESTRA{NT TWO -POINT January 2005 Garage Installation Snecitieattons Garage Installation Specifications shall only apply for the installation of UL Listed BlazeMasiers CPVC pipe and fittings in garages requiring sprinkler protection per NFPA 13D and NFPA 13R. These Standards are defined in NFPA codes entitled 'One and Two Family Dwellings and Mobile Names' and in *Residential Occupancies up to Four Stories in Height'. As referenced in NFPA 130 Section 8.6.4,'Sprinklersore not required in garages, open attached porches, carports or similar structures "The installation of TFP BlazeMaster sprinkler pipe and fittings for use in garages requiring sprinkler protection per NFPA 13R is only applicable to the UL Listing of this product. Requirements for Pipe, Fittings, Solvent Cement Systems, System Design, Installation, Freeze Protection, and Penetrating Fire Related Walls and Partitions are covered in this installation and technical handbook. Please read these sections of the manual carefully prior to designing or installing TFP BlazeMaster pipe and fittings for garage installations. The Installation of TFP BlazeMaster pipe and fittings In garages requiring sprinklers Is only UL Listed and is not C-UL Listed. •Installation Requirements -Protection: TFP BlazeMaster CPVC pipe and fittings shall be installed concealed behind protection consisting of a minimum of one layer of/s' thick gypsum wallboard or Vv'thick plywood. • Sprinkler Requirements: UL Listed, quick response, standard coverage, pendent or sidewall sprinklers with a 225°F (107°C) maximum temperature rating shall be utilized. All sprinklers shall be installed per the manufacturer's published installation instructions. - Installation Standard: The Listing for Garage Installations shall pertain to those occupancies defined by NFPA 13R. System Risers In accordance with the UL Listing, TFP BlazeMaster CPVC pipe and fittings maybe used as system risers in accordance with NFPA 13,130and 13R when subject to the following additional limitations: 1. When installed protected (concealed) in accordance with NFPA 13D and 13R, the minimum protection shall consist of either one layer of Vs' (9.5 mm) thick gypsum wallboard or'/f (12.7 mm) thick plywood. 2. When installed without protection (exposed) in accordance with NFPA 13,13D and 13R, the fallowing limitations shall apply: -The riser snail be Installed below a smooth, flat, horizontal ceiling construction. A Listed residential pendent sprinkler is to be installed with its deflector at the distance from the ceiling specified in the sprinkler Listing. OR The riser shall be installed below a horizontal unfinished basement ceiling (in accordance with NFPA 13D) constructed utilizing nominal 2' x 10' or nominal 2' x 12' exposed solid wood joists on 16' centers. A listed residential pendent sprinkler is to be installed with its deflector a maximum of t'/t below the bottom of the solid wood joist in anticipation of future installation of a finished ceiling. When installing TFP BlazeMaster CPVC pipe and fittings in conjunction with 2' x 12' solid wood joists, the maximum system working pressure under flowing conditions shall not exceed 100 psi and the maximum system working pressure under static (nonflowtng) conditions shall not exceed 175 psi. • The Listed residential pendent sprinkler is to have 155°F (68°C) maximum temperature rating and is to be installed at a maximum horizontal distance of 12 inches from the center tine of the riser. The system is to be designed based upon the Listed flaws for the sprinkler selected except that the flow for a single sprinkler or multiply sprinklers shall not be less than 11 gpm per sprinkler. BUILDING SECTION SCALE: 1/4" =1'-0" BUILDING SECTION SCALE: 1/4" =1'-0" z O wco • LICENSE N0. 684800 • 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, 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 _ NO: 31630 DATE: 8l15l17 DRAWN BY: M.N. ��OT I ON CC�� �<v CLASS ATION 90, * LIC *, 68 0 J',9TF of CA`\�o���Q J ) SIZE - 24" X 36" SCALE 1/4" =1' IF SHEET IS LESS THAN 24" X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID SECTIONS SHEET.FP4 OF FP4 DATE: 1/24/2020 S:\2017\31630\CALCS\4529.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 4529 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 1/24/2020 File No: 31630 Data File Name: 4529.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: RFC49 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 13 25.0 74.5 50.7 1 20.0 18.0 13 25.0 74.5 50.7 uU Pt - REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. w s� o 0 Q � � w 4 C� DATE: 1/24/2020 S:\2017\31630\CALCS\4529.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 50.7 ---- 25.0 6.06 50.7 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 44.7 ---- 0.17 0.00 44.7 2 101 1.00 -4.0 -2.0 ---- ----- 25.0 0.17 44.7 ---- 25.0 0.17 44.7 150 102 0.995 0.0 ---- -2.0 ---•- ---- 0.17 0.00 40.5 ---- 0.17 0.00 40.5 3 102 70.00 3L ---- -2.0 ---- ---- 25.0 3.45 40.5 ---- 25.0 3.45 40.5 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.04 0.00 37.1 ---- 0.04 0.00 37.1 4 103 4.00 LG ---- -2.0 ---- ---- 25.0 0.37 37.1 ---- 25.0 0.37 37.1 150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 35.0 5 0.05 1.73 35.0 5 104 2.00 L ---- 2.0 -5 5 20.0 0.48 35.0 5 20.0 0.48 35.0 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.07 0.87 33.6 ---- 0.07 0.87 33.6 6 105 1.00 -3.0 4.0 -•--- ---- 20.0 0.07 33.6 ---- 20.0 0.07 33.6 150 106 1.101 0.0 ---- 4.0 ---- -•--- 0.07 0.00 30.5 ---- 0.07 0.00 30.5 7 106 7.00 2L ---- 4.0 ---- ---- 20.0 1.16 30.5 ---- 20.0 1.16 30.5 150 10 1.101 10.0 - -- 11.0 ----- ---- 0.07 3.03 26.4 ---- 0.07 3.03 26.4 8 10 5.50 L ---- 11.0 ---- ---- 20.0 1.99 26.4 ---- 20.0 1.99 26.4 150 11 0.874 4.0 ---- 11.0 ---- ---- 0.21 0.00 24.4 ---- 0.21 0.00 24.4 9 11 56.00 5R ---- 11.0 ---- ---- 12.5 5.32 24.4 ---- 12.5 5.32 24.4 150 12 0.874 5.0 ---- 11.0 ----- ---- 0.09 0.00 19.0 ---- 0.09 0.00 19.0 10 12 2.00 B -- - 11.0 ---- ---- 20.0 1.05 19.0 ---- 20.0 1.05 19.0 150 13 0.874 3.0 ---- 11.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0 28 12 48.00 2LB3R ---- 11.0 ---- ---- -7.5 2.14 19.0 -- - -7.5 2.14 19.0 150 14 0.874 14.0 ---•- 11.0 ---- ---- -0.03 0.00 21.2 ---- -0.03 0.00 21.2 29 14 1.00 L ---•- 11.0 ---- ---- -7.5 0.17 21.2 ---- -7.5 0.17 21.2 150 15 0.874 4.0 ---- 12.0 ---- ---- -0.03 0.43 20.9 ---- -0.03 0.43 20.9 11 15 5.50 L --- 12.0 ---- ---- -7.5 0.33 20.9 ---- -7.5 0.33 20.9 150 16 0.874 4.0 ---- 12.0 ---- ---- -0.03 0.00 21.3 ---- -0.03 0.00 21.3 12 16 1.50 R ---- 12.0 ---- ---- -3.4 0.02 21.3 ---- -3.4 0.02 21.3 150 17 0.874 1.0 ---- 12.0 ---- ---- -0.01 0.00 21.3 --- -0.01 0.00 21.3 13 17 1.00 L ---- 12.0 ---- ---- -3.4 0.04 21.3 ---- -3.4 0.04 21.3 150 18 0.874 4.0 ---- 13.0 ---- ---- -0.01 0.43 20.9 ---- -0.01 0.43 20.9 14 18 16.00 L2R ---- 13.0 ---- ---- -3.4 0.18 20.9 ---- -3.4 0.18 20.9 150 19 0.874 6.0 ---•- 13.0 ---- ---- -0.01 0.00 21.1 ---- -0.01 0.00 21.1 15 19 15.00 LB ---- 13.0 ---- ---- 0.0 0.00 21.1 ---- 0.0 0.00 21.1 DATE: 1/24/2020 S:\2017\31630\CALCS\4529.rdf Page 3 150 20 0.874 7.0 ---- 13.0 ---- ---- 0.00 0.00 21.1 ---- 0.00 0.00 21.1 16 19 5.00 B ---- 13.0 ---- ---- -3.4 0.06 21.1 ---- -3.4 0.06 21.1 150 21 0.874 3.0 ---- 13.0 ---- ---- -0.01 0.00 21.1 ---- -0.01 0.00 21.1 17 21 10.00 B ---- 13.0 ---- ---- 0.0 0.00 21.1 __-- 0.0 0.00 21.1 150 22 0.874 3.0 ---- 13.0 ---- ---- 0.00 0.00 21.1 ---- 0.00 0.00 21.1 18 21 87.00 L2B7R ---- 13.0 ---- ---- -3.4 0.84 21.1 ---- -3.4 0.84 21.1 150 23 0.874 17.0 ---- 13.0 ---- ---- -0.01 0.00 22.0 ---- -0.01 0.00 22.0 19 23 2.00 L ---- 13.0 ---- ---- -3.4 0.05 22.0 ---- -3.4 0.05 22.0 150 24 0.874 4.0 ---- 11.0 ---- ---- -0.01 0.87 22.9 ---- -0.01 0.87 22.9 20 24 4.50 L ---- 11.0 ---- ---- -3.4 0.07 22.9 ---- -3.4 0.07 22.9 150 25 0.874 4.0 ---- 11.0 ---- ---- -0.01 0.00 23.0 ---- -0.01 0.00 22.9 21 25 12.00 B ---- 11.0 ---- ---- 4.1 0:17 23.0 ---- 4.1 0.17 22.9 150 26 0.874 3.0 ---- 11.0 ---- ---- 0.01 0.00 22.8 ---- 0.01 0.00 22.8 22 26 2.00 L ---- 11.0 ---- ---- 4.1 0.07 22.8 ---- 4.1 0.07 22.8 150 27 0.874 4.0 ---- 13.0 ---- ---- 0.01 0.87 21.8 ---- 0.01 0.87 21.8 23 27 31.50 L4R ---- 13.0 ---- ---- 4.1 0.44 21.8 ---- 4.1 0.44 21.8 150 28 0.874 8.0 ---- 13.0 ---- ---- 0.01 0.00 21.4 --- 0.01 0.00 21.4 24 28 32.50 6R ---- 13.0 ---- ---- 4.1 0.43 21.4 ---- 4.1 0.43 21.4 150 29 0.874 6.0 ---- 13.0 ---- ---- 0.01 0.00 21.0 ---- 0.01 0.00 21.0 25 29 2.00 L ---- 13.0 ---- ---- 4.1 0.07 21.0 ---- 4.1 0.07 21.0 150 30 0.874 4.0 ---- 12.0 ---- ---- 0.01 0.43 21.3 ---- 0.01 0.43 21.3 26 30 1.00 LB ---- 12.0 ---- ---- 4.1 0.09 21.3 ---- 4.1 0.09 21.3 150 16 0.874 7.0 ---- 12.0 ---- ---- 0.01 0.00 21.3 ---- 0.01 0.00 21.3 27 25 33.00 B5R ---- 11.0 ---- ---- -7.5 1.41 23.0 -_-- -7.5 1.41 22.9 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.03 0.00 24.4 ---- -0.03 0.00 24.4 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: 1/24/2020 S:\2017\31630\CALCS\4529.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 10.69 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 3.8.0 computer program (License No. 50081444) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.09 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 50.7 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 13. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 1/24/2020 S:\2017\31630\CALLS\4529.rdf Page 5 75.0 — 67.5. P 60.0 R E 52.5 S S 45.0 U R 37.5 E { 30.1 P 22 S 7.5 WATER SUPPLY CURVE C CD 0.0 04 8 12 16 20 24 28 FLOW (GPM) I 32 36 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 50.7 psi @ 25.0 gpm 50.7 psi @ 25.0 gpm 40 DATE: 1/24/2020 S:\2017\31630\CALCS\4529.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 4529 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 1/24/2020 File No: 31630 Data File Name: 4529.rdf 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(14x14) 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. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 10.0 7.7 20 15.0 74.5 29.5 2 10.0 7.7 20 25.3 74.5 44.2 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE: 1/24/2020 S:\2017\31630\CALCS\4529.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 2.35 29.5 ---- 25.3 6.18 44.2 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.07 0.00 27.1 ---- 0.17 0.00 38.1 2 101 1.00 -4.0 -2.0 ---- ---- 15.0 0.07 27.1 ---- 25.3 0.17 38.1 150 102 0.995 0.0 ---- -2.0 ---- ---- 0.07 0.00 23.1 ---- 0.17 0.00 33.9 3 102 70.00 3L ---- -2.0 ---- ---- 15.0 1.34 23.1 ---- 25.3 3.53 33.9 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.01 0.00 21.7 -_-- 0.04 0.00 30.4 4 103 4.00 LG ---- -2.0 ---- _--- 15.0 0.14 21.7 ---- 25.3 0.37 30.4 150 104 1.265 3.0 ---- 2.0 -5 5 0.02 1.73 19.8 5 0.05 1.73 28.3 5 104 2.00 L ---- 2.0 -5 5 10.0 0.13 19.8 5 20.3 0.49 28.3 150 105 1.101 5.0 ----- 4.0 ----- ---- 0.02 0.87 18.9 ---- 0.07 0.87 26.9 6 105 1.00 -3.0 4.0 ---- ---- 10.0 0.02 18.9 ---- 20.3 0.07 26.9 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.02 0.00 15.8 ---- 0.07 0.00 23.8 7 106 7.00 2L ---- 4.0 ---- ---- 10.0 0.32 15.8 ---- 20.3 1.19 23.8 150 10 1.101 10.0 -•--- 11.0 ---- ---- 0.02 3.03 12.5 ---- 0.07 3.03 19.6 8 10 5.50 L ---- 11.0 ---- ---- 10.0 0.55 12.5 - -- 20.3 2.04 19.6 150 11 0.874 4.0 ---- 11.0 ---- ---- 0.06 0.00 11.9 ---- 0.22 0.00 17.6 9 11 56.00 5R ---- 11.0 ----•- ---- 3.9 0.62 11.9 ---- 7.9 2.29 17.6 150 12 0.874 5.0 ---- 11.0 ---- ---- 0.01 0.00 11.3 ---- 0.04 0.00 15.3 10 12 2.00 B ---- 11.0 ---- ---- 0.0 0.00 11.3 ---- 0.0 0.00 15.3 150 13 0.874 3.0 ---- 11.0 ---- ---- 0.00 0.00 11.3 --- 0.00 0.00 15.3 28 12 48.00 2LB3R ---- 11.0 -•--- ---- 3.9 0.63 11.3 ---- 7.9 2.32 15.3 150 14 0.874 14.0 ---- 11.0 ---- ---- 0.01 0.00 10.7 - -- 0.04 0.00 13.0 29 14 1.00 L ---- 11.0 ---- ---- 3.9 0.05 10.7 ---- 7.9 0.19 13.0 150 15 0.874 4.0 ---- 12.0 ---- ---- 0.01 0.43 10.2 ---- 0.04 0.43 12.3 11 15 5.50 L ---- 12.0 ---- ---- 3.9 0.10 10.2 ---- 7.9 0.36 12.3 150 16 0.874 4.0 ---- 12.0 ---- ---- 0.01 0.00 10.1 --- 0.04 0.00 12.0 12 16 1.50 R ---- 12.0 ---- ---- 6.3 0.06 10.1 ---- 12.6 0.22 12.0 150 17 0.874 1.0 ----- 12.0 ---- ---- 0.02 0.00 10.0 ---- 0.09 0.00 11.8 13 17 1.00 L ---- 12.0 ---- ---- 6.3 0.12 10.0 ---- 12.6 0.44 11.8 150 18 0.874 4.0 ---- 13.0 ---- ---- 0.02 0.43 9.5 ---- 0.09 0.43 10.9 14 18 16.00 L2R ---- 13.0 ---- ---- 6.3 0.54 9.5 ---- 12.6 1.95 10.9 150 19 0.874 6.0 ---- 13.0 ---- ---- 0.02 0.00 8.9 ---- 0.09 0.00 8.9 15 19 15.00 LB ---- 13.0 ---- ---- 10.0 1.28 8.9 ---- 10.0 1.28 8.9 DATE: 1/24/2020 S:\2017\31630\CALCS\4529.rdf Page 3 150 20 0.874 7.0 ---- 13.0 3.61 10.0 0.06 0.00 7.7 10.0 0.06 0.00 7.7 16 19 5.00 B ---- 13.0 ---- ---- -3.7 0.07 8.9 ---- 2.6 0.04 8.9 150 21 0.874 3.0 ---- 13.0 ---- ---- -0.01 0.00 9.0 ---- 0.00 0.00 8.9 17 21 10.00 B ---- 13.0 ---- ---- 0.0 0.00 9.0 ---- 10.3 0.80 8.9 150 22 0.874 3.0 ---- 13.0 3.61 ---- 0.00 0.00 9.0 10.3 0.06 0.00 8.1 18 21 87.00 L2B7R ---- 13.0 ---- ---- -3.7 0.97 9.0 ---- -7.7 3.74 8.9 150 23 0.874 17.0 ---- 13.0 ---- ---- -0.01 0.00 10.0 ---- -0.04 0.00 12.6 19 23 2.00 L ---- 13.0 ---- ---- -3.7 0.06 10.0 ---- -7.7 0.22 12.6 150 24 0.874 4.0 ---- 11.0 ---- ---- -0.01 0.87 10.9 ---- -0.04 0.87 13.7 20 24 4.50 L - -- 11.0 ---- ---- -3.7 0.08 10.9 ---- -7.7 0.31 13.7 150 25 0.874 4.0 ---- 11.0 ---- ---- -0.01 0.00 11.0 ---- -0.04 0.00 14.0 21 25 12.00 B ---- 11.0 ---- ---- 2.4 0.06 11.0 ---- 4.7 0.21 14.0 150 26 0.874 3.0 ---- 11.0 ---- ---- 0.00 0.00 10.9 ---- 0.01 0.00 13.8 22 26 2.00 L ---- 11.0 ---- ---- 2.4 0.02 10.9 ---- 4.7 0.09 13.8 150 27 0.874 4.0 ---- 13.0 ---- ---- 0.00 0.87 10.0 ---- 0.01 0.87 12.9 23 27 31.50 L4R ---- 13.0 ---- ---- 2.4 0.16 10.0 ---- 4.7 0.56 12.9 150 28 0.874 8.0 ---- 13.0 ---- ---- 0.00 0.00 9.9 ---- 0.01 0.00 12.3 24 28 32.50 6R ---- 13.0 ---- ---- 2.4 0.16 9.9 ---- 4.7 0.55 12.3 150 29 0.874 6.0 ---- 13.0 ---- ---- 0.00 0.00 9.7 ---- 0.01 0.00 11.7 25 29 2.00 L ---- 13.0 ---- ---- 2.4 0.02 9.7 ---- 4.7 0.09 11.7 150 30 0.874 4.0 ---- 12.0 ---- ---- 0.00 0.43 10.1 ---- 0.01 0.43 12.1 26 30 1.00 LB ---- 12.0 ---- ---- 2.4 0.03 10.1 ---- 4.7 0.11 12.1 150 16 0.874 7.0 -_-- 12.0 ---- ---- 0.00 0.00 10.1 ---- 0.01 0.00 12.0 27 25 33.00 B5R ---- 11.0 ---- ---- -6.1 0.95 11.0 -_-- -12.4 3.54 14.0 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.02 0.00 11.9 ---- -0.09 0.00 17.6 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:•1/24/2020 S:\2017\31630\CALLS\4529.rdf Page 4 The maximum velocity of water flow occurs in pipe 2 at 6.19 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 8 at 10.85 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 3.8.0 computer program (License No. 50081444) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.08 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of__0.11 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 44.2 psi and a 7 minute flow of 177 gal. and a 10 minute flow of 252.9 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: 1/24/2020 S:\2017\31630\CALCS\4529.rdf Page 5 WATER SUPPLY CURVE 75.0 A C 67.5 P 60.0 R E 52.5 S S 45.0 U R 37.5 E t 30.0 CB P 22.5 S I 15.0 7.5 0.0 04 8 12 16 20 24 28 FLOW (GPM) I 1 32 36 40 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 @ 25.3 gpm B = Required Water Supply D = Required Water Supply 29.5 psi @ 15.0 gpm 44.2 psi @ 25.3 gpm DATE:,1/24/2020 S:\2017\31630\CALLS\4529_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 4529 ALT. 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 1/24/2020 File No: 31630 Data File Name: 4529 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.(20x2O) 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. 13 25.0 74.5 56.8 13 25.0 74.5 56.8 DATE: 1/24/2020 S:\2017\31630\CALCS\4529_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 56.8 ---- 25.0 6.06 56.8 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 50.7 ---- 0.17 0.00 50.7 2 101 1.00 -9.5 -2.0 ---- ---- 25.0 0.69 50.7 ---- 25.0 0.69 50.7 150 102 0.745 0.0 ---- -2.0 ---- ---- 0.69 0.00 40.5 ---- 0.69 0.00 40.5 3 102 70.00 3L ---- -2.0 ---- ---- 25.0 3.45 40.5 ---- 25.0 3.45 40.5 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.04 0.00 37.1 ---- 0.04 0.00 37.1 4 103 4.00 LG ---- -2.0 ---- ---- 25.0 0.37 37.1 ---- 25.0 0.37 37'.1 150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 35.0 5 0.05 1.73 35.0 5 104 2.00 L ---- 2.0 -5 5 20.0 0.48 35.0 5 20.0 0.48 35.0 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.07 0.87 33.6 ---- 0.07 0.87 33.6 6 105 1.00 -3.0 4.0 ---- ---- 20.0 0.07 33.6 ---- 20.0 0.07 33.6 150 106 1.101 0.0 ---- 4.0 ---- - 0.07 0.00 30.6 ---- 0.07 0.00 30.5 7 106 7.00 2L ---- 4.0 ---- ---- 20.0 1.16 30.6 ---- 20.0 1.16 30.5 150 10 1.101 10.0 ---- 11.0 ---- ---- 0.07 3.03 26.4 ---- 0.07 3.03 26.4 8 10 5.50 L ---- 11.0 ---- ---- 20.0 1.99 26.4 --- 20.0 1.99 26.4 150 11 0.874 4.0 ---- 11.0 ---- ---- 0.21 0.00 24.4 ---- 0.21 0.00 24.4 9 11 56.00 5R ---- 11.0 ---- ---- 12.5 5.32 24.4 ---- 12.5 5.32 24.4 150 12 0.874 5.0 ---- 11.0 ---- ---- 0.09 0.00 19.0 ---- 0.09 0.00 19.0 10 12 2.00 B ---- 11.0 ---- ---- 20.0 1.05 19.0 ---- 20.0 1.05 19.0 150 13 0.874 3.0 ---- 11.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0 28 12 48.00 2LB3R ---- 11.0 ---- ---- -7.5 2.14 19.0 ---- -7.5 2.14 19.0 150 14 0.874 14.0 ---- 11.0 ---- ---- -0.03 0.00 21.2 ---- -0.03 0.00 21.2 29 14 1.00 L ---- 11.0 ---- - - -7.5 0.17 21.2 ---- -7.5 0.17 21.2 150 15 0.874 4.0 ---- 12.0 ---- ---- -0.03 0.43 20.9 ---- -0.03 0.43 20.9 11 15 5.50 L ---- 12.0 ---- ---- -7.5 0.33 20.9 ---- -7.5 0.33 20.9 150 16 0.874 4.0 ---- 12.0 ---- ---- -0.03 0.00 21.3 ---- -0.03 0.00 21.2 12 16 1.50 R ---- 12.0 ---- ---- -3.4 0.02 21.3 ---- -3.4 0.02 21.2 150 17 0.874 1.0 ---- 12.0 ---- ---- -0.01 0.00 21.3 ---- -0.01 0.00 21.3 13 17 1.00 L ---- 12.0 ---- ---- -3.4 0.04 21.3 -- - -3.4 0.04 21.3 150 18 0.874 4.0 ---- 13.0 ---- ---- -0.01 0.43 20.9 ---- -0.01 0.43 20.9 14 18 16.00 L2R ---- 13.0 ---- ---- -3.4 0.17 20.9 ---- -3.4 0.17 20.9 150 19 0.874 6.0 ---- 13.0 ---- ---- -0.01 0.00 21.1 ---- -0.01 0.00 21.0 DATE:, 1/24/2020 S:\2017\31630\CALLS\4529_ALT.rdf Page 3 15 19 15.00 LBR ---- 13.0 ---- ---- 0.0 0.00 21.1 ---- 0.0 0.00 21.0 150 20 0.874 8.0 ---- 13.0 ---- ---- 0.00 0.00 21.1 ---- 0.00 0.00 21.0 16 19 5.00 B ---- 13.0 ---- ---- -3.4 0.06 21.1 ---- -3.4 0.06 21.0 150 21 0.874 3.0 ---- 13.0 ---- ---- -0.01 0.00 21.1 ---- -0.01 0.00 21.1 17 21 10.00 B ---- 13.0 ---- ---- 0.0 0.00 21.1 ---- 0.0 0.00 21.1 150 22 0.874 3.0 ---- 13.0 ---- ---- 0.00 0.00 21.1 ---- 0.00 0.00 21.1 18 21 65.00 LB9R ---- 13.0 ---- ---- -3.4 0.64 21.1 ---- -3.4 0.64 21.1 150 23 0.874 16.0 ---- 13.0 ---- ---- -0.01 0.00 21.8 ---- -0.01 0.00 21.8 19 23 22.50 B2R ---- 13.0 ---- ---- -3.4 0.22 21.8 --- -3.4 0.22 21.8 150 24 0.874 5.0 ---- 13.0 ---- ---- -0.01 0.00 22.0 ---- -0.01 0.00 22.0 20 24 2.00 L ---- 13.0 ---- ---- -3.4 0.05 22.0 ---- -3.4 0.05 22.0 150 25 0.874 4.0 ---- 11.0 ---- ---- -0.01 0.87 22.9 ---- -0.01 0.87 22.9 21 25 4.50 L ---- 11.0 ---- ---- -3.4 0.07 22.9 ---- -3.4 0.07 22.9 150 26 0.874 4.0 ---- 11.0 ---- ---- -0.01 0.00 23.0 ---- -0.01 0.00 23.0 22 26 12.00 B ---- 11.0 ---- ---- 4.1 0.17 23.0 ---- 4.1 0.17 23.0 150 27 0.874 3.0 ---- 13.0 ---- ---- 0.01 0.87 21.9 ---- 0.01 0.87 21.9 23 27 2.00 L ---- 13.0 ---- ---- 4.1 0.07 21.9 ---- 4.1 0.07 21.9 150 28 0.874 4.0 ---- 13.0 ---- ---- 0.01 0.00 21.9 ---- 0.01 0.00 21.9 24 28 31.50 L4R ---- 13.0 ---- ---- 4.1 0.45 21.9 ---- 4.1 0.45 21.9 150 29 0.874 8.0 ---- 13.0 ---- ---- 0.01 0.00 21.4 ---- 0.01 0.00 21.4 25 29 32.50 7R ---- 13.0 ---- ---- 4.1 0.45 21.4 ---- 4.1 0.45 21.4 150 30 0.874 7.0 ---- 13.0 ---- ---- 0.01 0.00 21.0 ---- 0.01 0.00 21.0 26 30 1.00 L ---- 13.0 ---- ---- 4.1 0.06 21.0 ---- 4.1 0.06 21.0 150 31 0.874 4.0 ---- 12.0 ---- ---- 0.01 0.43 21.3 ---- 0.01 0.43 21.3 27 31 1.00 LB ---- 12.0 ---- ---- 4.1 0.09 21.3 ---- 4.1 0.09 21.3 150 16 0.874 7.0 ---- 12.0 ---- ---- 0.01 0.00 21.3 ---- 0.01 0.00 21.2 28 26 33.00 B5R ---- 11.0 ---- ---- -7.5 1.41 23.0 ---- -7.5 1.41 23.0 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.03 0.00 24.4 ---- -0.03 0.00 24.4 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= DATE: 1/24/2020 S:\2017\31630\CALLS\4529_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 0.01 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 56.8 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 13. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE:, 1/24,/2020 S:\2017\31630\CALLS\4529_ALT.rdf Page 5 75.0 - 67.5 P t 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 u.0 04 8 12 16 WATER SUPPLY CURVE 0 20 24 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 56.8 psi @ 25.0 gpm 56.8 psi @ 25.0 gpm DATE: 1/24/2020 S:\2017\31630\CALCS\4529_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 4529 ALT. 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 1/24/2020 File No: 31630 Data File Name: 4529 ALT.rdf 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. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 10.0 7.7 20 15.0 2 10.0 7.7 20 25.3 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. 74.5 35.3 74.5 50.4 DATE: 1/24/2020 S:\2017\31630\CALLS\4529 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 2.34 35.3 ---- 25.3 6.19 50.4 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.07 0.00 32.9 ---- 0.17 0.00 44.3 2 101 1.00 -9.5 -2.0 ---- ---- 15.0 0.27 32.9 ---- 25.3 0.71 44.3 150 102 0.745 0.0 ---- -2.0 ---- ---- 0.27 0.00 23.1 ---- 0.71 0.00 34.0 3 102 70.00 3L ---- -2.0 ---- ---- 15.0 1.34 23.1 ---- 25.3 3.53 34.0 150 103 1.360 24.0 ---- -2.0 - -- ---- 0.01 0.00 21.8 ---- 0.04 0.00 30.5 4 103 4.00 LG _--- -2.0 ---- ---- 15.0 0.14 21.8 ---- 25.3 0.37 30.5 150 104 1.265 3.0 ---- 2.0 -5 5 0.02 1.73 19.9 5 0.05 1.73 28.4 5 104 2.00 L ---- 2.0 -5 5 10.0 0.13 19.9 5 20.3 0.49 28.4 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.02 0.87 18.9 ---- 0.07 0.87 27.0 6 105 1.00 -3.0 4.0 ---- ---- 10.0 0.02 18.9 ---- 20.3 0.07 27.0 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.02 0.00 15.9 ---- 0.07 0.00 24.0 7 106 7.00 2L ---- 4.0 ---- ---- 10.0 0.32 15.9 ---- 20.3 1.19 24.0 150 10 1.101 10.0 ---- 11.0 ---- ---- 0.02 3.03 12.6 ---- 0.07 3.03 19.8 8 10 5.50 L ---- 11.0 ---- ---- 10.0 0.55 12.6 ---- 20.3 2.05 19.8 150 11 0.874 4.0 ---- 11.0 ---- ---- 0.06 0.00 12.0 ---- 0.22 0.00 17.7 9 11 56.00 5R ---- 11.0 ---- ---- 3.9 0.63 12.0 ---- 7.9 2.30 17.7 150 12 0.874 5.0 ---- 11.0 ---- ---- 0.01 0.00 11.4 ---- 0.04 0.00 15.4 10 12 2.00 B ---- 11.0 ---- ---- 0.0 0.00 11.4 ---- 0.0 0.00 15.4 150 13 0.874 3.0 ---- 11.0 ---- ---- 0.00 0.00 11.4 ---- 0.00 0.00 15.4 28 12 48.00 2LB3R ---- 11.0 ---- ---- 3.9 0.64 11.4 ---- 7.9 2.34 15.4 150 14 0.874 14.0 ---- 11.0 ---- ---- 0.01 0.00 10.7 ---- 0.04 0.00 13.1 29 14 1.00 L ---- 11.0 ---- --- 3.9 0.05 10.7 ---- 7.9 0.19 13.1 150 15 0.874 4.0 ---- 12.0 ---- ---- 0.01 0.43 10.3 ---- 0.04 0.43 12.4 11 15 5.50 L ---- 12.0 ---- ---- 3.9 0.10 10.3 ---- 7.9 0.36 12.4 150 16 0.874 4.0 ---- 12.0 ---- ---- 0.01 0.00 10.2 ---- 0.04 0.00 12.1 12 16 1.50 R ---- 12.0 ---- ---- 6.3 0.06 10.2 ---- 12.7 0.23 12.1 150 17 0.874 1.0 ---- 12.0 ---- ---- 0.02 0.00 10.1 ---- 0.09 0.00 11.9 13 17 1.00 L ---- 12.0 ---- ---- 6.3 0.12 10.1 ---- 12.7 0.45 11.9 150 18 0.874 4.0 ---- 13.0 ---- ---- 0.02 0.43 9.5 ---- 0.09 0.43 11.0 14 18 16.00 L2R ---- 13.0 ---- ---- 6.3 0.55 9.5 ---- 12.7 1.98 11.0 150 19 0.874 6.0 ---- 13.0 ---- ---- 0.02 0.00 9.0 ---- 0.09 0.00 9.0 DATE: 1/24/2020 S:\2017\31630\CALCS\4529_ALT.rdf Page 3 15 19 15.00 LBR ---- 13.0 ---- ---- 10.0 1.34 9.0 ---- 10.0 1.34 9.0 150 20 0.874 8.0 ---- 13.0 3.61 10.0 0.06 0.00 7.7 10.0 0.06 0.00 7.7 16 19 5.00 B ---- 13.0 ---- ---- -3.7 0.07 9.0 ---- 2.7 0.04 9.0 150 21 0.874 3.0 ---- 13.0 ---- ---- -0.01 0.00 9.1 ---- 0.01 0.00 8.9 17 21 10.00 B ---- 13.0 ---- ---- 0.0 0.00 9.1 ---- 10.3 0.80 8.9 150 22 0.874 3.0 ---- 13.0 3.61 ---- 0.00 0.00 9.1 10.3 0.06 0.00 8.1 18 21 65.00 LB9R ---- 13.0 ---- ---- -3.7 0.74 9.1 ---- -7.6 2.86 8.9 150 23 0.874 16.0 ---- 13.0 ---- ---- -0.01 0.00 9.8 ---- -0.04 0.00 11.8 19 23 22.50 B2R ---- 13.0 ---- ---- -3.7 0.25 9.8 ---- -7.6 0.97 11.8 150 24 0.874 5.0 ---- 13.0 ---- ---- -0.01 0.00 10.1 --- -0.04 0.00 12.8 20 24 2.00 L ---- 13.0 ---- ---- -3.7 0.05 10.1 ---- -7.6 0.21 12.8 150 25 0.874 4.0 ---- 11.0 ---- ---- -0.01 0.87 11.0 ---- -0.04 0.87 13.9 21 25 4.50 L ---- 11.0 ---- ---- -3.7 0.08 11.0 ---- -7.6 0.30 13.9 150 26 0.874 4.0 ---- 11.0 ---- ---- -0.01 0.00 11.1 _--- -0.04 0.00 14.2 22 26 12.00 B ---- 11.0 ---- ---- 2.4 0.06 11.1 ---- 4.7 0.22 14.2 150 27 0.874 3.0 ---- 13.0 _--- ---- 0.00 0.87 10.1 ---- 0.01 0.87 13.1 23 27 2.00 L ---- 13.0 ---- - -- 2.4 0.02 10.1 ---- 4.7 0.09 13.1 150 28 0.874 4.0 ---- 13.0 ---- ---- 0.00 0.00 10.1 ---- 0.01 0.00 13.0 24 28 31.50 L4R ---- 13.0 ---- ---- 2.4 0.16 10.1 ---- •4.7 0.58 13.0 150 29 0.874 8.0 ---- 13.0 ---- ---- 0.00 0.00 9.9 ---- 0.01 0.00 12.4 25 29 32.50 7R ---- 13.0 ---- ---- 2.4 0.16 9.9 ---- 4.7 0.58 12.4 150 30 0.874 7.0 ---- 13.0 ---- ---- 0.00 0.00 9.8 ---- 0.01 0.00 11.8 26 30 1.00 L ---- 13.0 ---- ---- 2.4 0.02 9.8 ---- 4.7 0.07 11.8 150 31 0.874 4.0 ---- 12.0 ---- ---- 0.00 0.43 10.2 ---- 0.01 0.43 12.2 27 31 1.00 LB ---- 12.0 ---- ---- 2.4 0.03 10.2 ---- 4.7 0.12 12.2 150 16 0.874 7.0 ---- 12.0 ---- ---- 0.00 0.00 10.2 ---- 0.01 0.00 12.1 28 26 33.00 B5R ---- 11.0 ---- ---- -6.1 0.95 11.1 ---- -12.4 3.54 14.2 150 11 0.874 8.0 ---- 11.0 ---- - -- -0.02 0.00 12.0 - -0.09 0.00 17.7 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= DATE: 1/24/2020 S:\2017\31630\CALLS\4529 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 18.63 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 0.18 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.12 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 50.4 psi and a 7 minute flow of 177 gal. and a 10 minute flow of 253.2 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: 1/24/2020 S:\2017\31630\CALCS\4529—ALT.rdf Page 5 WATER SUPPLY CURVE 75. 0^ A C 67.5 P t 60.0 R E 52.5 S S 45.0 U R 37.5 E C B 30.0 ( P 22.5 S I 15.0 � I 7.5 0.0 04 8 12 16 20 24 28 FLOW (GPM) 32 36 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 @ 25.3 gpm B = Required Water Supply D = Required Water Supply 35.3 psi @ 15.0 gpm 50.4 psi @ 25.3 gpm 40 OFFICE USE ONLY: REVIEW DATE:ta (2w © APPROVED ❑ CORRECTIONS CALIhOR\IA CALLED FOR PICKUP: DESIGN & DEVELOPMENT DEPARTMENT 78-495 Calle Tampico PICKED UP: La Quinta, California 92253 (760) 777-7125 / FAX (760) 777-7011 FIRE REVIEW APPLICATION ❑ SUBMITTAL # 0 REVISION # APPLICANT/OWNER INFORMATION Applicant Name: FIRE SPRINKLER SYSTEMS, INC Owner Name: n 1� 4 Lli_�JI4:�\.`�ll±E�lk:l;ul-�I',lli=i�i LJL.i�f"tf��lill-IV� -Fc__mD %o,zc -- b�b3 PERMIT NO. LENNAR Mailing Address: 705 E. HARRISON ST. #200, CORONA CA 92879 Site Address: MASTER PLAN 6(4529) AS -BUILT Phone Number: 951-272-2522 PRESTIGE / TRACT# 32879 / PLAN TYPE 6(4529) / 46 HEADS Email: jamieb@fireinc.net Description: (Include # of sprinkler heads) 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 shall comply with County Fire Department directions. Project CONTRACTOR INFORMATION Contractor Name: FIRE SPRINKLER SYSTEMS, INC. Contractor #: Contact Person: Mailing Address: City, State, Zip: Business License #: 684600 JAMIE BISHIP Signature 705 E. HARRISON ST., #200 Print Name: CORONA, CA 92879 762890 -2 / IE BISHIP Phone Number: 951-272-2522 Email Address: jamieb@fireinc.net A. APPLICATION TYPE FIRE SPRINKLER SYSTEM STORAGE TANKS ❑ NEW COMMERCIAL/INDUSTRIAL ❑ DISPENSERS ONLY HOURLY@161/HR ❑ 0-35,000 SQ FT $670 ❑ ABOVE GROUND HOURLY@161/HR ❑ 35,001-75,000 SQ FT $791 SUPRESSION SYSTEM ❑ 75,001-120,000 SQ FT $992 ❑ HOOD & DUCT $418 ❑ 120,001 AND UP $1234 ❑ OTHER SUPRESSION SYSTEM HOURLY@161/HR ❑ TENANT IMPROVEMENTS - FIRE SPRINKLER $418 MASTER PLAN 0 RESIDENTIAL SPRINKLER SYSTEMS ❑ MASTER PLAN HOURLY@161/HR ❑ 1-50 SPRINKLER HEADS $418 MISC ❑ 51-100SPRINKLER HEADS $498 ❑ PYRO $740 ❑ OVER 100 SPRINKLER HEADS $579 ❑ HAZMAT HOURLY@161/HR ❑ RESIDENTIAL TRACT HOME (EA.) ADDITIONAL ------------ ❑ HIGH PILE RACK STORAGE HOURLY@161/HR ❑ 1-50 SPRINKLER HEADS $176 ❑ PRIVATE FIRE MAINS $901 ❑ 51-100 SPRINKLER HEADS $257 ❑ TECHNICAL REPORT RESEARCH HOURLY@161/HR ❑ OVER 100 SPRINKLER HEADS $337 ❑ FIRE PUMPS $659 ❑ MULTI -FAMILY (3 OR MORE) $590 ❑ STANDPIPE SYSTEMS $579 FIRE ALARM SYSTEM ❑ WATER TANKS $418 ❑ COMMERCIAL - SPRINKLER MONITORING $418 ❑ REVISION $161 ❑ COMMERCIAL - FIRE ALARM SYSTEM $1062 ❑ OTHER HOURLY@161/HR ruui uppucation type Inuuae5 a i ecnnology tnnancement ree or �5 & xecoras Management Fee or SW or Stl REVISED 12/6/2019 'For permits billed at an hourly rate, these fees will be added at time of payment.