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FCMP2020-0002 Griffin Ranch Plan 8a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2020-0002 MoFT�• . Description: GRIFFIN RANCH / MASTER FIRE SPRINKLER PLAN 8 (4820) 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 3:09:50 PM 1 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2020-0002 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 1ST FIRE (2WK) KOHL 1/28/2020 2/11/2020 2/18/2020 APPROVED REVISED MASTER TRACT PLAN. APPLICANT HETRICK REFERENCED FSS2017-0038 - PLAN 8(4820). 1ST PERMIT JACK LIMA 1/30/2020 1/30/2020 1/30/2020 COMPLETE TECHNICIAN (1DAY) :•RR •• • IMF Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 11/18/2021 JOSE DELGADO Fire Review Application.pdf Fire Review Application.pdf 0 Printed: Wednesday, February 15, 2023 3:09:50 PM 2 of 3 CENTRALSOLIARE ° Project Details PROJECT NUMBER yow City of La Qu i nta FCM P2020-0002 OFTt ILMM Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 11/18/2021 JOSE DELGADO Hydraulics Calculation Hydraulics Calculation Report.pdf Report.pdf 0 DOC 6/4/2020 KAYLI ALFORD FCMP2020-0002.pdf FCMP2020-0002.pdf 0 Printed: Wednesday, February 15, 2023 3:09:50 PM 3 of 3 CENTRALSQUARE Bulletin 006 Rev, I B.Aletin 135 yea. L Model RFC30 (SIN RA061 1) c-i SENJU SPRINKLER CO.,LTD. 13D/CRC 313.3 GENERAL NOTES C (D Residential Lead Free Flat concealed Sprinkler, Moded RFC43 (SIN RA0612) Modd F1 fl 2L- Ammmkk& A� e- R bi Pendent- AUTOMATIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE Model RFC49 (SIN RA0616) iW1111111i ReSidenffd Sprinklillss for 8 INSTALLED IN ACCORDANCE WITH NFPA 13D 2016 EDITION AND THE Model.- RC-RES, K-Factor., 3.7 SIN: SS8261 bi REQUIREMENTS OF THE CITY OF LA QUINTA VIRE DEPARTMENT. Residential Flat Concealed ? I Ila Dw4n Density of.05 gwN " Sprinklers 2. THIS SPRINKLER SYSTEM SHALL BE TESTED AND INSPECTED BOTH GENERAL DESCRIPTION THE ROUGH AND FINAL INSPECTION PRIOR TO OCCUPANCY BEING GRANTED. THE JURISDICTIONAL FIRE PREVENTION OFFICE WILL BE l6bM F1 Res Spirdftm wVineemd for ft bRwtfbw9 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 A Residentbi Flat Conlawled are decorative and fast response. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is in turn REQUESTED INSPECTION. X lo rrxxt the milinimurin doWgn dwi* of D5 gpnvV concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The QISprinkler engineered fcw a minimum 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 design density of 0.05 gpmff with F1 Figs 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 homes, hotels and other living quarters. 2. F1 Res 30 Recessed Pencemr-2 MEMBERS SHALL BE IN ACCORDANCE WITH CALIFORNIA BUILDING CODE. low GPM requimments. 3. F1 Res 30 Recessed Pencerri-P The Model RC-RES is to be used in wet pipe residential sprinkler systems for One- and Two- Family Dwellings and 7W 4. F1 Flee 49 Pe,)dent Manufactured Homes per NFPA 13D; 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 Recessed Pencerri-1 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. F1 Flee 49 Recessed Pencemr-P The Model RC-RES has a 3.7 (53.3 LPM/bar If) K-factor that meets the required residential flow rates with minimal residual 6. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING 7 F1 Res 58 Pe -dent F1 Ras 30: 49, 50 & 76 F1 Fes 30,411,58 & 73 pressure, which allows for smaller pipe sizes and water supply requirements.• IT'S FUNCTION AVENUE 51 Z (n B, AVENUE 52 10 Z 0 U) AVENUE 53 ILL. AVENUE 54 w ILL SITE0 Lai Z 0 Z 0 AVENUE Z 0 (n y 1ICINITY MAP Lon AIRPORT BLVD NTS 1an �' 0 CL: U)=5 aj 2) UJ < a or", - 0 CEP, LU 0 U-1 ofo uir LUC C=,3 MLM, U, 55 Wp 0 2. Cover plate attachment (Plain or Perforated) For extended installation flexibility, the Model RC-RES provides 112 inch (12.8mm) vertical adjustment. This adjustment in N 8. F1 R39 58 Recessed Pencer�Fi Recessed PenderT., /F1 Reoesse: Piandert P:P Res W HS*Vj)( installation decreases the need for precise cutting ofthe pipe that drops to the sprinkler and allows for a perfect fit with a range of 7. PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM VICINITY MAP w With V (13rrm) Total adjustment. 9. F1 Flee 58 Recessed PencerrFP pipe lengths. PLUMBING CODE. PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY -1. F1 Res 76 Reces 3. Thread-On/Thread-Off or Push-Onfrhread -0. F1 Res 76 Ra-)::Ient encerrF1 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 INSTALLED ACCORDING TO THE N.T.S. sed P AMNIN§kil.. -Y.- :: ;�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). W Off cover attachment option. -2. F1 Res 76 P negsed Pencerr FP construction required by building codes. GRIFFIN RANCH 4. Smooth aesthetic ceiling profile. -3. F1 R39 30 (—,P PendW 8. THE SPACING AND LOCATION OF SPRINKLERS SHALL CONFORM WITH MASTER PLANS THE MANUFACTURES REQUIREMENTS AND THOSE CONTAINED IN '4. F1 Flee 49 MP Pender-t TRACT 32879 PLAN 4820 "Lead Free" is defined in the Reduction of Lead in Drinking Water Act (S.3874) endorsed by AWWA!s Water Utility Council, and 5. Available in brass, chrome and black plated NFPA 13D, 2016 EDITION. -5, F1 Res 58 MP Penderl California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead in wetted surface of pipes, §199 or painted finishes. Plain Cover Rate '6. F1 Res 76 COP P�andeM -- — -- — - — - — plumbing filings and fixtures. 9. IF REQUIRED BY A.H.J. THE ALARM INDICATING DEVICE SHALL BE LISTED Syslf FMS INC. '7, F1 Res 44 H_P4V F" Res 3C49,58 & 76 F' Res 44 & 58 F1 Res 44 SWC FOR OUTSIDE SERVICE AND AUDIBLE FROM THE STREET THAT THE Listings & A• pproval -8. F1 Res 44 Room ' sed HSWF2 COP Pendent Recessi-d HSWF2 HOUSE IS ADDRESSED ON. LICENSE NO. 684600 1. Listed by Underwriters Laboratories, and -9. F1 Res 58 H_RV WARMNOS 20. F1 Res 58 H-RVX Florizonial sid%W, spr!nKtr3 (Figs. 5,6 & 7) are GquWN Oac- 10. SMOKE DETECTORS TO BE INSTALLED BY OTHERS. • certified by UL for Canada (cULus) tim vA-en aboveceiling piong carriat be used. The Model RC-RES must be installed and maintained in accordance with the rules stated herein as well as in LA QUINTA, CA. CUSTOM, TRACT, MULTI -FAMILY 21. llaegffi HSWX compliance with the applicable standards of the National Fire Protection Association regulations and the standards of 11. RESIDENTIAL CONCEALED PENDENT SPRINKLERS ARE U.L. LISTED AND AND COMMERCIAL 22. F1 Flee 58 H_RV Recessed HSVVF2 The3rrr-ig69s,-Wlb pendert eprinkov- per -nit the effbent Lee any other authorities havingrjurisdiction. MANUFACTURED BY RELIABLE INSTALLED AT 14 FT. MAXIMUM SPACING AHJ: CITY OF LA QUINTA 23, F1 Res 44 SVVC: of reWerrila water supplies fa spri*jer.-mragie irasidentiEll In the event of this condition, consult the authorities baving jurisdiction for guidance and approval. (SEE TECH. DATA). ............... DESIGN, ENGINEERING AND ....... . ire pm7ectoi desigi. Failure to do so may impair the integrity of these devices. Listings & Appiwals LEGAL DESCRIPTION INSTALLATION UL Listing Categories Thalawllcw�l Reseprinklei-saresWi* aMireeredf(ri'm It is the responsibility of the installing contractor to provide a copy of this document to the owner or his representative, 12. PENDENT INTERMEDIATE TEMP. QUICK RESPONSE SPRINKLERS ARE U.L. Residential Automatic Sprinklers LMCI by Uraerwtlers Labora:ories na and terriai rm-pones to rmel the semlwe 1e proWion applica- 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 705 E. HARRISON ST., SUITE 200 UL Cald ed -or Canaca ,CULL, ton needs of -he latest raddargal marloat Slaidards PL. 1T46 responsible for maintaining their fire protection system and devices in proper operating condition. The installing (SEE TECH. DATA). OCCUPANCY: R3/U CORONA, CA 92879 UL Guide Number Stanclxd). Upon fro conditims, rimig heal wises asprinK orb contractor orsprinkfe r manufacturer should be contacted iwiih any related questions. 13. PENDENT SPRINKLERS ARE AT LEAST 3 ft. FROM OBSTRUCTIONS E.G. LIGHT CONSTRUCTION: V-B PH - 800-915-3473 Sprinklers im.1 0 Dersity: Refer to Bulletin 176 nex-sensitm dement, 915M bUlb or inxioaa.uw% ileleasingire TECHNICAL DATA FIXTURES CEILING FANS, ETC. OR IN ACCORDANCE WITH TABLE 8.2.5.3.2 AND FAX - 951-272-2535 VKKW wal� r� vNaV f low, c Into ft -_ e Ilector, s-A n V Mr b I& Q 1 re SECTION 6.2.5.1. SPRINKLER LOCATIONS FOR CONTINUOUS OBSTRUCTIONS STORIES: 1• UL Listing Category &Charge.- waler to ccrlrol afire. Approvals: �Ul_.S Listed, NSF-61-G ARE IN COMPLIANCE WITH 8.2.5.3. BUILDING AREA: 5,536 SQFT. The recipient of these plans Producl Dewription RE-19icer1riEl AUtOMW.I^. Sprinkler sprinkler Identification Number (SIN): SS8261 hereby acknowledges that all hnical 14. SOFFITS AND CABINETS TO BE PROVIDED WITH SPRINKLER COVERAGE IN FIRE SPRINKLER SYSTEM: plans, details, specifications or TecData: Model RFC30, RFC43 and RFC49 Concealed Residen- UL Guide Number Maximum Working Pres sure: 1175psi (112.1 bar) methods of installation lial Sprinklers are fast response residential fusible solder * Trermal Sew. Solcered Elernerr (Link) cr Non naj 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 3-nii glass oath RESIDENTIAL WITH A.05 DENSITY WITHIN AREAS. the sole property of Fire link automatic sprinklers. Residential sprinklers differ K=3.7 GPM/psi1J2 (53.3 LPIMbarl") 15. SPARE SPRINKLERS SHALL NOT BE REQUIRED TO BE PROVIDED IN Sprinkler Systems, Inc. and �hat any use of this set of plans from standard sprinklers primarily in their response time Patents * SprirMar Pierre Brass Castirg Temperature Rating: ACCORDANCE WITH 5.1.1.2. SCOPE OF WORK: is prohibited and is a violation US Patent No. E,516,893 applies to the Model F1 Res 49 o Spr!rR1_m'P,emLjre Rai ng: 175 psi 162F (729C) Sprinkler with 140T (60'C) Cover Plate FIRE SPRINKLER DESIGNED AND INSTALLED PER 2016 of co out first 17ST (79'C) Spriniderwith 140T (60'C) Cover Plate copyright laws with 16. NFPA13D 8.3.5.1.1 WHERE THE FUEL -FIRED EQUIPMENT IS ABOVE ALL OF THE receiving perm and water distribution patterns. Perforated Goner Plate & 58 �encenL Sprinkler 9 Facto ,y 1-ydrostat cally Tested to 500 psi NFPA 13D ALL RESIDENTIAL WITH A.05 DENSITY WITHIN ission from Fire Model RFC30, RFC43 and RFC49 sprinklers discharge 175E (7 Spriniderwith 1627 (72'C) Cover Plate 7-1 OCCUPIED AREAS OF THE DWELLING UNIT, NO SPRINKLER PROTECTION SHALL AREAS RESIDENTIAL WITH A.05 DENSITY WITHIN AREAS. S rinkler Sistems. Pal ,a, water in a hemispherical pattern below the sprinkler de- and positively attached and blends into the ceiling, con- US Patent Nc. 7,353,682 app j_-, to Model 'IeS 44&58 Tr rea d S 122. It"N PT RA.) Color Code BE REQUIRED IN THE CONCEALED SPACE. SCOPE OF WORK TO START AT BASE OF RISER (NODE 104). (Sprinkler) 1-7- K 0 HSNVSprinkefs K-Facto, a0(432)(Acma)-F11iky.3DPendeTSprirWer 162T (72C): Uncolored (lector. Residential distribution patterns are higher and cealing the most dependable fire protection available, an US Patent Na 7.784,555 applies to PAocld F I Res 44SINC 61. 4.0(734 iAAA)-F1Res4aPend9ntSPrnIdef 175T (79'C): White generally contain a finer droplet size than standard sprin- automatic sprinkler system. sprinklers 5.21 (6a5),ALLdi,.FlRes5BPenden:&I-W*inider Color Code (Cover Plate) kler patterns. The RFC30, RFC43 and RFC49 are UL Listed Residen- Product Description 7.8(139,VrW,:F1Res 7i5PWd9t5PrinW6r 140T (609C): No Mark The combination of speed of operation and high dis- tial Sprinklers to be installed in the residential onions Nbdel F1 Res Per&jr sprinkeres �,Figs- 1, 2, 3, & 4) are fasr. 4.4(n(A::fual)-F1RasL4-I5W9XWer 11627 (72C): White -Colored Mark BUILDING SUMMARY 0 reslym sprirklers comb dig exo9lent dljrabii), higl• Bwaitiv- Deneiiy- M inimirn 0. D5 gpmfi? Vertical Adjustment: 1112rinch (12.8 mm)_2E.z. x-0- krlUvrd��­ S 'Nftl Fqlw ", Asfbty- charge pattern required for residential sprinklers has of any occupancy in accordance with NFPA 13, 13R, & ay' gk-&-;= ard Imv prcAle ceiaora�ve desigi The F1 %s cover Plate Finishes: Z demonstrated, in fire Testing, an ability for controlling 13D. Standard Finishes - residential fires, and thereby providing significant evacu- The RFC30, RFC43 and RFC49 can reduce the need White, Ivory, Beige, Brown, Black, Nickel, LIJ atio n time for occupants, for precise cutting of drop nipples, The threaded 00ver The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Eirmford, New York 10523 Wood Grain . ... ... ... ... .. . .. . ------ CONCEALED RES. PENDENT SPRINKLER r% The RFC30, RFC43 and RFG49 Sprinklers provide the plate assembly can be adjusted without tools to fit ac- Custom Finishes- v,ra cage. K-Siri.nt­ K17 k:j P­W,0�0 CONCEALED RES. PENDENT SPRINKLER 0 F" Custom color and custom pattern cover plates are lit best form of tire protection by combining an attractive ap- curately against the ceiling. The tire protection system X .40 N. LU available on special order. Contact a Senju 1 7s� pearance and It" (13mm) of cover adjustment for ease need not be shut down to adjust or remove the 00ver Sprinkler representative with any custom orders. RESIDENTIAL PENDENT SPRINKLER Installation. The small diameter cover plate is easily plate assembly. bly. Please see chart on Page 8 for more detail. of instal Technical D;ata: F1 Res 30 Pendent and Recessed Pendent (SIN R351 1) ------ ---------------------------------------------- - --------------------------------------------------------------- -------------- - --------------------- - ------------------------------ CHANGE IN ELEVATION .. W�_j 1;� Orifica 1 Wmc Preswirs lCorinklar Temp,. Patina Mm�. Ambient Tsmp, 1 Actual K I Sprinkler I-Grigth Physical Characteristics: Ref. Figure V, g� The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 oF c)c sizo Inch(m" 1 psi(bar]i `F I Factor Inch (mrn]l ---------------------------------------------------- --------------------------- -------------------- -------------------- --- ---------------- ------------ --------- RISER LOCATION (PER DETAIL) �S.2� f12) 1 38 3 0 (413. 2) 1126(67) 175 70 COVFRFLATF SFF*,NtER NODE POINT FOR CALCULATION < Ordinniry Tamp. Rt4ing'! Intormodiato Tomp. Rating i M wc I : Minimum 1 OPERATiON Max. Goverago area OWFL80a) ............ ! (175IF179�0 Top of Ddl motor to Ceiling Spacing .............. Flow �_i� ............... .................. i Sp2cing Ft x Ft Crn x m) ow M*sGurq I Flow VaGpwm inch (mm) HANGER TIC DETAIL ! gzt In case of fire, the sower component that holds together the Cover Plate and the Retainer melts. Then, the Cover Plate is Thread Nominal Sprinkler CCP Assembly Max. Ambient K Max. Model Size Orifice Temp Rating Temp. Rating Temp. Factor Pressure (SIN) Inch (mm) Inch (mm) psi (4ar) OF -C -F -C -F -C RFC 30 !2 .16) 21/G4 (8,2j 186 74 35 100 38 3.0 43.2) (RA061 1) RFC 43 165 74 7 100 8 4.3 0321 17c, (RA0612) -T RFC 49 100 38 4. 9 6) (RA0616) ------- ---------- ------- ----------------------------------------- 12 12 (3,1) x2,6' ............................................... 14 14 (4.2, x r"r'u 12,13.6% .. - ........ GPM (LJmjn) 1 PSI (bar) GPM (Urnin) i PSI (bar) I — ------------------ ----------------------- — ----------------------- - ---------------------------------------------------------- n,-,t h (lmr 1A to a [:1 7 in 10 0 B, a, po,-i'. .46) on .. ............... ........... Be, i I -Imeci per NFRA 13D: '311 E� (2:4' .-,I i3 istalle�d in �azarns 'A to iC r—7,8 6) 10 (0, yc�) (I i 7 lv• 41' 4) U�, 4) iz�dinq F" e­._g.4ct on i released at once. As i� result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire. and when sufficient heat f, 9 n- the fire is recorded, I nte mal components of the sprinkler to fall apart. This leads to alloy the water flow to be distributed on the affected by fire area. (Ref. Figure 2) W SYMBOLLEGE-ND TABLEA. NFPA 13D & 13R WET PIPE HYDRAULIC DESIGN CRITERIA for Model SS8261 For MpEs refer to NI -PA 13'3�; or 13D Technical Data: Ft Res 49 Pendent and Recessed Pendent (SIN R3516) 1 Max. Sprinkler Max. Actual Sprinkler Thread Nominal Orifice Pressure p. Rating Temp. Ambient Temp. K Length Size --------------------- Inch (mm) ------- ---------- ------------------ ------------ - Psi (bar) -------------- _I - F7-- -- -------------- - [ - Factor ---------------------------- Inch (mm) (R-Y-,) 1; 17i 12) 65 75 150 66 4,0 (70 6; 2.2E (5-7) No . I bar 100 Kpa RFC 30 Max. Coverage Ordinary Temp. Rating (1 65-F/74-C) Top of Deflector Installation Minimum Max. Spacing area to Ceiling Type Spacing Ft x Ft (m x m) Ft (m) Flow Pressure Inch (mm) Ft (m) ----------------------- ------------- ------------------ - GPM (Umin) ------------------------- --- PSI (bar) ------------- ------- ------------- -------------------- ------------------------------- ---------------------- ------------------------- - ----- ----- ----- ----------------- X 19 �3,63 x 12 1,31,6) 9 ('34,1) 9,0 M,8121: -) ! 3.4) S�T. oof h; Ce., gc i1/2 4 k, Wo 25 igs per NFPA 1 SD, 13R '4 x � 4 (4,3, x 4 14 (4,3' J 1( �0,76� nstc;,I, to 2-1-,.4) 13 @d ;r! b-o­ rns !,,2 to Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing (155. P) (175-F/79-C) to Ceiling Spacing Flow Pressure Flow PresSUre Ft x Ft (mx m) Ft (m) Inch(mm) Ft) - -- - ------------------- - ------------------------- ------------ ------------ - -------------- G -------- 1FM_(bM13) F%0?9q___ .. ....... F§!__( ------- -------------- - - - - 12 x 12 (3,6 x 3,6) (3,65) 13 (49) TO (-,)Ai' 13 7.0,'0,46) S m oo# i C,,-, i I n g s 1 Y4 W, 4 (3 1 l to 102) LJS';7'g-72 Gsou*cheon.. 1 Z x 14 (4,3 ) x 4,3, 4 14,3) 3 (49) 7.0 M,48! 13 "AG, 7 0 `0,48) (25to 1 CZ, usin .4 .; 1 6 x 16114,9 x 4,-9) 16 (4,�-) 13 (491, 7.0 (-01.4i5) 1,�� 7 f,' 0, 4 8) -G, RSA red - Ce:;;r gs p9rNFPA. 8(2,4) ---------- ------------ -- ----------- ------ --------- ---- --- - 1 _D, 1 3"t Cr 131 Ins:.aliec i-, 8 X 18 (5, _5 x 5 8 (iN,5) 17 12(0,83) 17 (84,3) 2 K-, earn 11/4,.c `�L (31. I I A A 4) t Is.rig -72 e sr, u; 2 0 x 20, (6, 1 x 63, 1.) 2 G (63, 1 2G(/6,11 1 1 Z) , 14) tc (24 to 444� ustrig F' J -------------------------- - - - - -------- -- - --- - -------------------------_- ------------- ...5 ... _;1.;;�iJ,;_ ---------------------- - --------------- 1( - - ------------ - ------- - ----------------- -- - k For Cei'ing 7ype�3refGr o NFRA 13, 13R ci. 13D Fc: Ceiir'g ',ype-. refer ',o NFP,", 13, 13R oi 13D Qrdinary,, Intermediate Maximum Covera Maximum Temp'e'rat46 Rating Temperature Rating Deflector Minimum Areawe Spacing 162T t72°C) 175°F (79°C} to Installation Spacing Flow ')l Pressure Flow (b) Pressure"' Ft. - Ft. Ft. Ceiling Type Ft (in) GPM PSI GPM PSI (m) (in xm) (LPM) (bar) (LPM) (bar) Smooth Ceilings 3/8 to 7/8 12x 12 12 10 7.3 11 8.8 Inches. (3.7x3.7) (3.7) (37.8) (0.50) (41.6) (0-60) Beamed Ceilings per NFPA 13or3 D, 113R Concealed 8 (2.4) Installed in beam 3/8 to 14x 14 14 10 7.3 11 8.8 7/8 (4.3 x 4.3) (4.3) (37.8) (0.50) (41.6) (0.60) inches below bottom of beam. APPROVAL County Riverside County Fire Department 0 ffl 14�'� Mpfnal .0 _�Hlcatiohsladfonees­n _2 The ap'prov�aof �pinnsand;sPec� ot permit the violation, deletion, Omission or faulty installation W of any requirements of Title 24 or any Local Ordinances. Construction shall remain Z accessible and exposed for inspection purposes unl�.. approved by the Fire Department, I a a Liu Inc 01 lr% L1J -C 06: LU C= 9=1 > LU Q RFC 43 fa`% For covera e area dimensions less than the above mentioned it needs to use the minimum renuired flow for the M _T_ rr% It Ordinary Temp. Rating Max. Coverage Max. Spacing (1 65-F/74-C) Top of Deflector Minimum Installation area Ft x Ft (rin x nn) Ft (m) to Ceiling Inch (mm) ; Spacing Type Ft (m) Flow Pressure GPM (Umin) PSI (bar) 1? x 12 (3,6 x 3,6' 12 (3,6) 2 (4,5l 7 % zI,) 14 x 14 ;'4,3 x 4,3' 14 ( 4, 3), 13 (49) 91 (0.6311 S 71.0 Oti k CG; 1; 'W 1 13 C 95. 4, 16 x 16 (4,91 x 4,9 16 13 A(-)) 9.1 0, 6 3 i Ce;iings oc-;r NFPA 13-J, 13R or Ccnc9P_,.Pc 812A: 13 q:all ed in beams 1/2 W 1 (13 to 2-SA) 18 x 18 �5;5 X 5,5'. 18 5, 18(68) 17.5 (1,21) 20 x 20 1 x 6,1) 2 23 . 8 .. 1 ,9 4 "t Next Higher Coverage Area listed. C:1 (b) Requirement is based on minimum flow in GPM/LPM from each sprinkler. The associated residual pressures are CL ;!� < calculated using the nominal K-Factor. Refer to Hydraulic Design Criteria Section for details. :Z = 5 Co :Z U-1 11— (c) For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of 00 LLJ NFPA 13D, 13R or 13 as applicable. 04 a _J APPROVAL STAMP < < At TOR REFERENCE ONLY PRESSURE REGULATOR PRESSURE REGULATOR CPVC TO SYSTEM 11' ELEV. FROM FINISH GRADE HYDRAULIC TO BE SET AT 60 PSI TO BE SET AT 60 PSI 1MLIC SYSTEM. TO DOMESTIC WATER TO DOMESTIC WATER JOB NO: 31630 C e i I ii r i g typ f er t c) F F 'A 3, 13 1 o i � 130 CONTROL VALVE FOR DOMESTIC CONTROL VALVE FOR DOMESTIC a. 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 Hydraulically Designed PROVIDED PER 5.1.1.2 Ordinary Temp, Rating Max. Coverage Top of Deflector Minimunn; Max. Spacing (1650 40c) Installation Automatic Sprinkler System. area -------------- ------- ------------ ---------- __ -------------------- to Ceiling Spacing 1 CPVC RISER Ft (m) Flow Pressure Type 2' ELEV. �,cl ION COST Date Installed 8/15/17 GAUGE 7 441 C IFICATION Ft x Ft (m x m) GPM Urnin) PSI (bar ) Inch (mm) Ft (m) ZELEV. 12 x 12 13,6 x 3,C" (3.61 13140) 0 � C, 4.' Location CALC AREA 2 14-1/2" x 30" 7 U_ 13 xl4z-)� 0;10:48) 14 x 14 14,3 x 4,& IA (4,311 R 'E NO Number of Sprinklers 2 ACCESS DOOR Smooth C_­11r,,_, -V'l [0 1 (13 to 2SAf CONTROL BALL VALVE CONTROL BALL VALVE LICE 7 Of �'C,48) IRP��med Ce ings per NFPA 13D, 13R or 16 x 16 .�4,9 x 4,9';' 6 (4,91 13 %49) Conci;alec 8 (2 4) Basis of Design 0 3 :.stint d in be ar n s to 1 (13 lo 21,EA) 1. DENSITY .05 gpm/sq.ft. (64,3) 12 0 (0,831 18 X 18 15,5 X 5,51 0, 5' 17 2. DESIGNED AREA OF DISCHARGE I DRAIN VALVE 20 x 20 8x 6,1 20 (6,1) 20 (175, 73) 16. 7 11 1 414 512 sq.ft. to O'ELEV. FINISH GRADE O'ELEV. NFPA 13,13Rcr 13-1 System Demand FINISH GRADE DRAT TO EXTERIOR SIZE - 24" X 36" 1. WATER FLOW RATE 32.5 gpm 106 STATIC 82.8 - 10% 74.52 PSI I 2. RESIDUAL PRESSURE AT THE 1%" COPPER L W MASTER METER BLMJ 11/4" COPPER L V METER 4'ELEVRESIDUAL 74.82 -10% = 67.34 PSI SCALE 9.5 PSI LOSS 4 PSI LOSS RUBE R FACED CHECK VALVE . FLOW 2,300 GPM N.T.S. BASE OF THE RISER 38.4 psi 111411 VC 1" COPPER K 11/4" PVC 1" COPPER K 3 PSI OSS METER cITy WATER FLO IN INFORMA L/ON MAIN mAIN) IF SHEET IS LESS THAN METER CITY Installed By Fire Sprinkler Systems, Inc.O W(�) 1�1 DO3 24" X 36" IT IS A REDUCED -2' ELEV. 70'MAX � 30'MAX 100 -2' ELEV. 70'MAX � 30' MAX 100 PRINT SCALE 0 Ld REDUCE ACCORDINGLY -2 ELEV. -2 ELEV. -2 ELEV. -2 ELEV. ZELEV. 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. SHEETFP1 OF FP4 M 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 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. 3. BLAZEMASTER CAULK & WALK - MIN. 1/2" THICKNESS OF SEALANT APPLIED WITHIN OPENING. ADDITIONAL SEALANT TO BE INSTALLED SUCH THAT A MIN. 1/4" CROWN IS FORMED AROUND THE PENETRATING ITEM. NOTE: THE F & T RATINGS OF THE SYSTEM IS EQUAL TO THE FIRE RATING OF THE WALL ASSEMBLY. UL/cUL SYSTEM NO. WL2151 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/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 36.2 psi Installed By Fire Sprinkler Systems, Inc. ,Y1 3 I £ £ I 1 I RETR VERANDA �, 12'-0"CLG. 0 x � s 112'-0" C G. -10, '-10" --. MORNING ROOM 22 w EI 12'-0"CLG. 210^ CALCARE42Ell 13'-6" - T - a � .. __ 10'-0" CLG. _. _ _ 11'-0" CLG. ..... 11'-0"CLG. ......... ...... _ .......,.......11'-0" OLG............. __ a ., ....... __.._ GAME ROOM - .� I 1 2" GR C � OM 4-6" IF- 01 �� MASTER BEDR00 1'_3" ' [ �� ( = o ( r 1 12'-0"CLG. �l b M 10 ,r4 5 21 5 23 ( 10'-3" 6' 8" 8" 13'-3" 6' 6" ' i C, € F. i€ , 01 ` ( I i gg ( HEAT ONE I ( SHAD,V„WSAREA m r I o I `2SQ o 1 13'-6" € 3, 12'-0"CLG. € j I FT0_-0.CG l 5-�"____ 3"Mal 5 4" i j I = 4'-11" r_2" 6 6" ATT C' Ah N Ask `� } ARESS I 1" d 10 0"CCG %w1 __....,..... ,_ __.__._.t _..�.�.._v-_...... 1 , Ii............._ _.�.....,_ i ..�....,, .„_,_,....uf .. `_��---_........... _____ ._._..,,.... ..,.._.�... ______ ..___..... __,_...... _ ..�,..- .... _..�.... ._ .,,,,..,..,,,. _____ ....._........ _ �.... 1 _ .,...,,,.,,.,.,.--•i,1 ?`fin _ _ 11.0 CL _. ._....,.,.,.. ...._...__ ..__._....._.....,..._. _._._. .____. ..,.....__ W___ ...._.._._ ...._......... ._.._........ ......__..-. __.-.._. ___,__ _......_.. _.._._... .._..�_ ....... 0 CLG. +) HALL 0 CLG. m y 12'-0" CLG 12'-0" CLG. b.._} . -.,[ M to �[ i 1'-0" CLG Y2'-7" I -�'�` GQ r , tt D NING ROOM 6'-10" 5'-2" 3' �56 27 �o, 2'-8 20 �' 8" g'.1" 9, " 3" 8' _ low, ^ 4 0 9 4 1� 0"CLG. 1 12� 9" 8� , j 1 'CLG. { i01 8 7 n . [ B R M 2^ P WDER 10'-0' CL 24 SQFT SQFT Aft 1 .....,,.._. 9'"9'p" CLG. p� i 1 46 S 39 ISQFT i £ ; __....__....__....., I�€B £' i r• I GUEST SUITE ✓ i 10'-0'CLG. ENTRY 1 I '40 SQFT. j 1' 1r-0"CLG _. `I egg' 9 FT. 9'-0"CLG. 0�-6" CLG.. _. I `�_ 21� 4'-3" 21 SQFT.__.._ CV i o j z ## 5 3 lij i s[_ i _ m..........-,.. ! ..._ I W:CC. 1.....1 i € 9'-0" CLG. _.__, .,,,__-_,,,,, _ . ? _ _ ""-- ,_... _. .__._....-'-� �"`, ` ''-0" CLG. __.__.. r__ f=:j I I 10'-0'CLG. to% LAUl 12Y i i € I I 64. 20'x20' SPACING , 2'-6' 01 2 20x2O SPACIN I L 10, L 1 4'-10"� Ga, i 1 t ;n I rn I { I _ -O" -CLG, 8 SQ�. IBEDROOM3 10'-0" CLG. 01 I € CALCARE41 20'x20' SPACING ( 13 it01 M 8' I I l ,aDii i 10'-0 CLG COURTYARD 401, is '-10" r4 d = € ATTIC i I ACCESS S. BEDROOM 2 10'-0" CLG. I € 5£ b-6" CLG. € cf -10' 11-7 i1 f BATHR60M 3 9'-0"CLG i r 40 �a 10'-T CLG. PLAN 4820 (141X141) FIRE SPRINKLER PLAN SCALE: 3/16" =1'-0" - T-10" _J_0� v s t 2CAR 'GARAGE ,i 10'-0"CLG. 72 i j 10, - i 8 3" i 6-4 8' - 7' KITCHEN 12'-0" CLG. E 5'-3" RISER LOC SIZE - SYSTEM PIPE: 3/4" thru 3" MATERIAL - CARBON STEEL. FINISH - Mil. Galvanized. LSTING/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 12.126 1 2.312 1 1/4 3.170 1 1/2 3.400 2 1/2 4.320 3 15.320 Nominal Pipe Size (in.) <" 1" 1'/4" 1'/2" 2" 2'/2" 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" 1 V-0" 15'-0" 15'-0" 15'-0" lightwall Threaded lightwall steel N/A 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'4' 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" 8'-0" 9'-0" 10-4-N/A N/A NIA N/A N/A Polybutylene (IPS) N/A 3'-9" 4W., 5'-0" 5'-11" N/A N/A N/A N/A N/A N/A N/A Polybutylene (CTS) 2'-11" 3'-4" X-11" 4'-5" 5'-5" N/A N/A NIA N/A N/A N/A N/A Ductile iron pipe N/A N/A N/A N/A N/A 15'-0" N/A N/A 15'-0" N/A 15'-0" 15'-0" AFCON 510 HANGER (STEEL - COPPER - C.P. V. C. ) NOT TO SCALE #905 #906 " 7.50 3�00 1 SIZE - SYSTEM PIPE: 3/4" thru 2" MATERIAL - Carbon Steel. I FNISH - Mil. Gaavanized. LSTING/APPROVAL - ``' Hanger/Restrainer 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 Rests 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" sum board - 1/4"x 2" lag 9 screw. STEEL - min. 18 GA. - CPVC, Copper and Steil pipe - 1/4" or #14 Tek Screw. CONCRETE: Required minimum load each fasterner = 5(wt)+250lbs. 2 FEATURES 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 - 5116" hex head. ORDERING - Part # and pipe size. AFCON #906 backing nut sold serparately. Nominal Pipe Size in %" 1" 1%4" 1I/V 2" 21" 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' NIA 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" 7'-0" F-0" 9'-0" 10'-0" N/A N/A N/A N/A N/A Polybutylene (IPS) NIA 3'-9" 4'-7" 5'4' 5'-11" N/A N/A N/A N/A N/A N/A N/A Polybutylene (CTS) 2'-11" T-4" 3'-11" 4'-5" 5'-5" N/A N/A N/A N/A N/A N/A N/A Ductile iron pipe N/A NIA / N/A N/A N/A 15'-0" N/A N/A 15'-0" N/A 15'-0" 15'-0" AFCON 514 HANGER (STEEL - COPPER - C. P. V. C.) NOT TO SCALE RIL Riverside County Fire Department Office of Fire marshal By: 'me approval of plans and specifications does not: permit the violation, deletion, omission or faulty installation of any requirements of Title 24 or any Local Ordinances. Construction shall remain <ccessible and exposed for inspection purposes until approved by the Fire Department. Aize FLOOR AREA - 4,820 SQFT. TOTAL LIVING AREA - 4,820 SQFT. GARAGE AREA- 716 SQFT. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13D, 2016 ED. NOTES: 1. ALL HEAD SPACING TO BE 14'x14', UNLESS OTHERWISE NOTED. 2. ALL PIPES TO BE %" CPVC, UNLESS OTHERWISE NOTED. 3. PIPE CLEARANCES MUST BE IN ACCORDANCE WITH NFPA 13-9.3.4. 4. HANGERS SHOWN FOR REFERENCE PURPOSES ONLY. HANGER SPACING TO BE PER TABLES ON THIS SHEET. 5. SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55sgft. AND LESS. (SECTION 8.3.2.) 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 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. Z U � Z O W d Ina O C7LL Z O Z) (D W Q w w O ME w v W M_ Q J_ Q o an LU an Ell � o Q m N Oz ibilize CV - 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 of copyright laws without first receiving permission from Fire Sprinkler S stems. 1= tin m M C3 �* N Co CO N � w ut z U3 X X z Q a-d U:) _X N co w J Y Z N r`.n in CA O O ti n ti c.i U_ ti M o rn O iO®m U3 J Z CAWmZrnW C:) Z O � OC3 WZLLa�Z C-C WU O O ILL: :D J m J m Z Q Z W Q J Q J Of Ix O 00 0- Q 00 = m W r` CN [� J U JOB NO: 31630 DATE: 8/15/17 DRAWN BY: M.N. Q�Q1 lr'T I ON Cp T ti C SI ATION 9n� r� C-16 * ICENS s 00 � �9TF OF CAS\F���\ SIZE - 24" X 36" SCALE 3/16" =1' IF SHEET IS LESS THAN 24" X 36" 1T IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY J SHEET ID FIRE SPRINKLER PLAN SHEET FP2 OF FP4 L=\ Z� a U O WQ ri- m O OR W O =5z: I w v o �t Q QJ -_-� W¢ Qu Q O W �_ N < �� N In O_ O Z �n r V � 9'-0" CLG. 8'-7" = 4'1-- ` 12'-0" CLG. C? d 3.4" N ; STISTEMS INC 5'-11° 2£_8w __ ( • 3' �0,., �, LICENSE NO.684600 TT NG ROOM " CLG. _ • 4' p 1 4' s r E l CUSTOM, TRACT, MULTIFAMILY ' ; ` ` AND COMMERCIAL 10 SQFT. { i • I $'-7" 1'-9„ l DESIGN, ENGINEERING AND INSTALLATION ..................... i ° 2'-8"�; I 705 E. HARRISON ST., SUITE 200 _____. €. a' I CORONA, CA 92879 € BRfikf OOM� [� r— € PH - 800-915-3473 10-0 40 SQFT. FAX - 95-272-2535 The recipient of these plans QFT. 9 S1 T _ I hereby acknowledges that all i I plans, details, specifications or methods of installation ( ED contained in this set of plans is 4'-3" the sole property of Fire Sprinkler Systems, Inc. and that any use of this set of plans " - is prohibited and is a violation 2-8 - of k8'-0"CLG. M ` eceopnright ermssinithout from Fet pl _ _ U _ ....., _ S rinkler S stems. �._„ E 20'x20' SPACING " __.. 1` 6'-10 m_ _.� 2-6 - E £ t ;,, _ 8' I9'4'CLG M _______ -_______—_____-_�_�_.._.._-- — — — ________..__—.______ ______..___,_. I i UND Y 10+.0" QLG. I 2 CAR GARAGE I 10' 0" CLG. r M f £ [ + " 7 9" 7r - 4 I t �„ an 14' 3" 3,-2" .,. -10", 1a 7"CO vJ I ' ATTiCr 10' S 3 (° ACCESS!'! 92 SQFj 8'-3".t.... O _{ o o 61 I S 5' � � F F 10'-5" 1 I_ 10'-3" 8 1'- " j12' 6" 3'- " 16'-10" 1 ? I + s I 4 $ { �t RISER I i OC si O _ m. ___ ___ ______.__-__.__.____ _.._ 100 s con Z Z Q U -ja Q CL Q I LLI o LLI GARAGE OPTION �V l Q ;l { SCALE 1/4" =1'-0" — 3'-2" i i 3 JOB NO: 31630 DATE: 8/15/17 DRAWN BY: M.N. <v C SI ATI N APKOVAL C-16 Riverside Count/ Fire Department ,* LIC Office�e Fire marshal 68460 i-he approval of plans and specifications does not � �9TF OF CAS\F�� permit the violation, deletion, omission orfauity f1stallation of any requirements of Title 24 or any Local Ordinances. Construction shall remain accessible and exposed for inspection purposes until SIZE - 24" X 36" approved by the Fire Department, SCALE 1 /4" =1' IF SHEET IS LESS THAN 24" X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID OPTIONS SHEET FP3 OF FP4 Table R • One Point of Restraint R R MAX. i MAX. One -Point Vertical Restraint RESTRAINT - RESTRAINT ONE -POINT ONE -POINT Nominal "R" "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) t DN25 (0,3D m} (0,23 m} DN32 (D,41 m) (0,30 m) QN40 - DN80 (D,61 m} (D,3O m} Table S • Two Points of Restraint S f-'—ML—I Two -Point ANY DISTANCE —i Vertical Restraint RESTRAINT TWO -POINT Nominal Pipe "S" <,S„ Size Less than Greater than ANSI inches 100 psi- 100 psi ON {6,9 bar} (6,9 bar) 3/4 4'-0" 3'-0" DN2D {1,22 m). {0,91 m) t 4'-D" DN25 {1,52 m} (1,22 m) 1-t/4 6'-0" 5'-O" DN32 (1;83 m) (1,52 m) 1-1/2-3 T-0" T-O" DN40 - DN84 {2,13 m) (2,13 m). January 2005 Serene Installation Specifications Garage Installation Specifications shall only apply. for the installation of UL Listed BlazeMastere 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 Twp Family Dwellings and Mobile Homes' and in 'Residential Occupancies up to Four Stories in Height'. As referenced in NFPA 130 Section 8.6.4,'Sprinkiers are 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 OL 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 a/a' thick gypsum wallboard or Vz' thick plywood. - Sprinkler Requirements: UL Listed, quick response, standard coverage, pendent or sidewall sprinklers with a 225°F If 07°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. Wtem Risers In accordance with the UL Listing, TFP BlazeMaster CPVC pipe and fittings may be used as system risers in accordance with NFPA 13, 13D and 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 Ya' (9.5 mm) thick gypsum wallboard or lh (12.7 mm) thick plywood. 2. When installed without protection (exposed) in accordance with NFPA 13, 13D and 13R, the following limitations shall apply: - The riser shalt 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 #all 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 (nonfiowing) 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 line of the riser. The system is to be designed based upon the Listed flows for the sprinkler selected except that the flow for a single sprinkler or multiple sprinklers shall not be less than 11 gpm per sprinkler. Fig. 29 - Double Offset Hanger & Restrainer for CPVC Plastic Pope C � US Li5tf0 Size Range — Available in 3/4" and 1" pipe sizes Material — Pre -Galvanized Steel Function — Intended to perform as a hanger and restrainer for 1/2" '1.500 CPVC, plastic fire sprinkler pipe. Provides double offset 1 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 — 46 i • Thumb tab provides protection to restrain pipe in rough job site be bent for listed installation_ e. ® 1.500 conditions. Tab is not required to • Offset edge eliminates abrasion. • Attaches easily to wood structure with two special #10 x 1 hex p head self -threading screws furnished with product. • Can be used as a single offset hanger by aligning "dimples" O 4 with top of mounting surface and utilizing two fasteners in two of the three holes provided. O Approvals — Underwriters' Laboratories Listed in the USA (UL) ; and Canada (cUL) as a hanger and restrainer to support fire I l sprinkler systems. Meets and exceeds requirements of NFPA 13, i 13R and 13D. Finish — Pre -Galvanized r Order By — Figure number and pipe size. `----------- PAT ENT PENDING :.3 �V oil � ri r e55sCia hp=x.he-ad f as cD aer afore c� a; er nstallater of :I rsnmorinn to the nna na±;c rnt Single Offset 11 lk Cr BUILDING SEC SCALE: 1/4" = F-Ott BUILDING SECTION SCALE: 1/4" = F-0" TION APPROVAL side County Fire Department °1e - Fire Marshal of p ans and specifications does not the :,violation, deletion, omission or faulty L.fifatir,n of any requirements of Title 24 or any C,,iiiwnces. Construction shall remain L i,osed for inspection purposes until a U -1 1 .1 0t cD� O Lu O_ N O UJ 1_117"il W �V' Q J Cl< Lt1� m Q Q Q W co �_ 0 N Q M N � o ZN M �F r > 8 K1 0 LICENSE NO.684600 0 CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL • DESIGN, ENGINEERING AND INSTALLATION 0 705 E. HARRISON ST., SUITE 200 CORONA, CA 92879 PH - 800-915-3473 FAX - 951-272-2535 0 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 receivina permission from Fire V ) Z 0 U W 0 N 00 U ZZ Q a U n- F- <C Z tY rn Z m Z Wti U CO UJ <0 J JOB NO: 31630 DATE: 8/15/17 DRAWN BY: M.N. Q�o��C1 I ON C IF[ TION 90.1 O u_ �7 * I NO. 8 0 ��9TF OF CAL�F���\Q SIZE - 24" X 36" SCALE 114" =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: ./24/2020 S:\2017\31630\CALCS\4820.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 4820 1016 TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 1/24/2020 File No: 31630 Data File Name: 4820.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 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 20.0 18.0 13 25.0 74.5 52.0 1 20.0 18.0 13 25.0 74.5 52.n w REVIEWING AUTHORITY W LU N CITY OF LA QUINTA FIRE DEPT. N z LU U z oW Q �o W o Q W 0 cs, DATE: ,/24/2020 S:\2017\31630\CALLS\4820.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 52.0 ---- 25.0 6.06 52.0 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 45.9 ---- 0.17 0.00 45.9 2 101 1.00 -4.0 -2.0 ---- ---- 25.0 0.17 45.9 ---- 25.0 0.17 45.9 150 102 0.995 0.0 ---- -2.0 ---- ---- 0.17 0.00 41.8 ---- 0.17 0.00 41.8 3 102 70.00 3L ---- -2.0 ---- ---- 25.0 3.45 41.8 ---- 25.0 3.45 41.8 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.04 0.00 38.3 ---- 0.04 0.00 38.3 4 103 4.00 LG ---- -2.0 ---- ---- 25.0 0.37 38.3 ---- 25.0 0.37 38.3 150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 36.2 5 0.05 1.73 36.2 5 104 2.00 L ---- 2.0 -5 5 20.0 0.48 36.2 5 20.0 0.48 36.2 150 105 1.101 5.0 ---- 4.0 ---- -•--- 0.07 0.87 34.9 ---- 0.07 0.87 34.9 6 105 1.00 -3.0 4.0 ---- ---- 20.0 0.07 34.9 ---- 20.0 0.07 34.9 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.07 0.00 31.8 ---- 0.07 0.00 31.8 7 106 7.00 2L ---- 4.0 ---- ---- 20.0 1.16 31.8 ---- 20.0 1.16 31.8 150 10 1.101 10.0 ---- 11.0 ---- ---- 0.07 3.03 27.6 ---- 0.07 3.03 27.6 8 10 7.50 LR ---- 11.0 ---- ---- 20.0 2.62 27.6 ---- 20.0 2.62 27.6 150 11 0.874 5.0 ---- 11.0 ---- ---- 0.21 0.00 25.0 ---- 0.21 0.00 25.0 9 11 67.00 L7R ---- 11.0 ---- ---- 11.9 6.27 25.0 ---- 11.9 6.27 25.0 150 12 0.874 11.0 ---- 11.0 ---- ---- 0.08 0.00 18.7 ---- 0.08 0.00 18.7 10 12 0.50 B ---- 11.0 ---- ---- 20.0 0.73 18.7 ---- 20.0 0.73 18.7 150 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 11 12 9.50 R ---- 11.0 ---- ---- -8.1 0.41 18.7 ---- -8.1 0.41 18.7 150 14 0.874 1.0 ---- 11.0 ---- ---- -0.04 0.00 19.1 ---- -0.04 0.00 19.1 12 14 2.00 L ---- 11.0 •---- ---- -8.1 0.23 19.1 - - -8.1 0.23 19.1 150 15 0.874 4.0 ---- 13.0 ---- - -- -0.04 0.87 18.5 _--- -0.04 0.87 18.5 13 15 10.00 LBR ---- 13.0 ---- ---- -8.1 0.70 18.5 ---- -8.1 0.70 18.5 150 16 0.874 8.0 --- 13.0 ---- ---- -0.04 0.00 19.2 - -- -0.04 0.00 19.2 14 16 2.00 L ---- 13.0 -- - ---- -8.1 0.23 19.2 ---- -8.1 0.23 19.2 150 17 0.874 4.0 ---- 11.0 ---- ---- -0.04 0.87 20.3 ---- -0.04 0.87 20.3 15 17 17.50 LBR ---- 11.0 ----• ---- -8.1 1.00 20.3 --- -8.1 1.00 20.3 150 18 0.874 8.0 -- - 11.0 ---- ---- -0.04 0.00 21.3 ---- -0.04 0.00 21.3 16 18 2.00 L ---- 11.0 ---- ---- -8.1 0.23 21.3 ---- -8.1 0.23 21.3 150 19 0.874 4.0 ---- 13.0 ---- ---- -0.04 0.87 20.7 ---- -0.04 0.87 20.7 17 19 5.50 L ---- 13.0 ---- ---- -8.1 0.37 20.7 ---- -8.1 0.37 20.7 DATE: 1/24/2020 S:\2017\31630\CALCS\4820.rdf Page 3 150 20 0.874 4.0 ---- 13.0 ---- ---- -0.04 0.00 21.1 ---- -0.04 0.00 21.1 18 20 17.00 3R ---- 13.0 - -3.7 0.19 21.1 ---- -3.7 0.19 21.1 150 21 0.874 3.0 ---- 13.0 ---- ---- -0.01 0.00 21.2 ---- -0.01 0.00 21.2 19 21 15.00 LB ---- 13.0 ---- ---- 0.0 0.00 21.2 - -- 0.0 0.00 21.2 150 22 0.874 7.0 ---- 13.0 ---- ---- 0.00 0.00 21.2 ---- 0.00 0.00 21.2 20 21 5.00 B ---- 13.0 ---- ---- -3.7 0.07 21.2 ---- -3.7 0.07 21.2 150 23 0.874 3.0 ---- 13.0 ---- ---- -0.01 0.00 21.3 ---- -0.01 0.00 21.3 21 23 9.00 B ---- 13.0 ---- ---- -3.7 0.11 21.3 ---- -3.7 0.11 21.3 150 24 0.874 3.0 ---- 13.0 ---- ---- -0.01 0.00 21.4 ---- -0.01 0.00 21.4 22 24 69.50 7R ---- 13.0 ---- ---- -3.7 0.71 21.4 ---- -3.7 0.71 21.4 150 25 0.874 7.0 ---- 13.0 ---- ---- -0.01 0.00 22.1 ---- -0.01 0.00 22.1 23 25 13.00 BR ---- 13.0 -3.7 0.16 22.1 ---- -3.7 0.16 22.1 150 26 0.874 4.0 ---- 13.0 ---- ---- -0.01 0.00 22.3 ---- -0.01 0.00 22.3 24 26 2.00 L ---- 13.0 ---- ---- -3.7 0.06 22.3 ---- -3.7 0.06 22.3 150 27 0.874 4.0 ---- 11.0 - -0.01 0.87 23.2 ---- -0.01 0.87 23.2 25 27 2.50 L ---- 11.0 ---- ---- -3.7 0.06 23.2 -- - -3.7 0.06 23.2 150 28 0.874 4.0 ---- 11.0 ---- ---- -0.01 0.00 23.3 ---- -0.01 0.00 23.3 26 28 17.50 L2BR ---- 11.0 ---- ---- 4.4 0.36 23.3 ---- 4.4 0.36 23.3 150 29 0.874 11.0 ---- 11.0 ---- ---- 0.01 0.00 22.9 ---- 0.01 0.00 22.9 27 29 2.00 L ---- 11.0 ---- -- - 4.4 0.08 22.9 ---- 4.4 0.08 22.9 150 30 0.874 4.0 ---- 13.0 ---- ---- 0.01 0.87 22.0 ---- 0.01 0.87 22.0 28 30 59.50 LB7R ---- 13.0 4.4 0.92 22.0 ---- 4.4 0.92 22.0 150 20 0.874 14.0 ---- 13.0 ---•- ---- 0.01 0.00 21.1 ---- 0.01 0.00 21.1 29 28 36.00 B5R ---- 11.0 ---- ---- -8.1 1.72 23.3 ---- -8.1 1.72 23.3 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.04 0.00 25.0 ---- -0.04 0.00 25.0 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, Z DATE: 1/24/2020 S:\2017\31630\CALCS\4820.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 3.8.0 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 0.02 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 52.0 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\CALCS\4820.rdf Page 5 75.0 67.5 P 60.0 R E 52.5 S S 45.0 U R E 37.5 30.0, i P 22.5 S I 15.0 ) T 7.5 WATER SUPPLY CURVE D 0.0 -F�� -h- - - - - 04 8 12 16 20 24 28 32 36 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 52.0 psi @ 25.0 gpm 52.0 psi @ 25.0 gpm I 40 DATE: 1/24/2020 S:\2017\31630\CALCS\4820.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 4820 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 1/24/2020 File No: 31630 Data File Name: 4820.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 22 15.0 74.5 29.6 2 10.0 7.7 22 25.7 74.5 45.4 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE: 1/24/2020 S:\2017\31630\CALLS\4820.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 29.6 ---- 25.7 6.38 45.4 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.07 0.00 27.3 ---- 0.18 0.00 39.0 2 101 1.00 -4.0 -2.0 ---- -- - 15.0 0.07 27.3 ---- 25.7 0.18 39.0 150 102 0.995 0.0 ---- -2.0 --- 0.07 0.00 23.2 ---- 0.18 0.00 34.9 3 102 70.00 3L ---- -2.0 ---- ---- 15.0 1.34 23.2 ---- 25.7 3.64 34.9 150 103 1.360 24.0 ---- -2.0 ---- --•-- 0.01 0.00 21.9 ---- 0.04 0.00 31.2 4 103 4.00 LG ---- -2.0 ---- ---- 15.0 0.14 21.9 ---- 25.7 0.39 31.2 150 104 1.265 3.0 _--- 2.0 -5 5 0.02 1.73 20.0 5 0.06 1.73 29.1 5 104 2.00 L ---- 2.0 -5 5 10.0 0.13 20.0 5 20.7 0.51 29.1 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.02 0.87 19.0 ---- 0.07 0.87 27.7 6 105 1.00 -3.0 4.0 -- 10.0 0.02 19.0 ---- 20.7 0.07 27.7 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.02 0.00 16.0 ---- 0.07 0.00 24.7 7 106 7.00 2L ---- 4.0 ---- ---- 10.0 0.32 16.0 ---- 20.7 1.24 24.7 150 10 1.101 10.0 ---- 11.0 ---- ---- 0.02 3.03 12.6 ---- 0.07 3.03 20.4 8 10 7.50 LR ---- 11.0 •--- 10.0 0.73 12.6 ----- 20.7 2.80 20.4 150 11 0.874 5.0 ---- 11.0 ---- ---- 0.06 0.00 11.9 ---- 0.22 0.00 17.6 9 11 67.00 L7R ---- 11.0 ---- ---- 3.8 0.77 11.9 ---- 7.8 2.89 17.6 150 12 0.874 11.0 ---- 11.0 ---- ---- 0.01 0.00 11.1 ---- 0.04 0.00 14.7 10 12 0.50 B ---- 11.0 ---- _--- 0.0 0.00 11.1 ---- 0.0 0.00 14.7 150 13 0.874 3.0 ---- 11.0 ---- ---- 0.00 0.00 11.1 _--- 0.00 0.00 14.7 11 12 9.50 R ---- 11.0 ---- ---•- 3.8 0.10 11.1 ---- 7.8 0.39 14.7 150 14 0.874 1.0 ---- 11.0 ---•- ---- 0.01 0.00 11.0 ---- 0.04 0.00 14.3 12 14 2.00 L ---- 11.0 ---- ---- 3.8 0.06 11.0 ---- 7.8 0.22 14.3 150 15 0.874 4.0 ---- 13.0 ---- ---- 0.01 0.87 10.1 ---- 0.04 0.87 13.2 13 15 10.00 LBR ---- 13.0 -- 3.8 0.18 10.1 ---- 7.8 0.67 13.2 150 16 0.874 8.0 ----- 13.0 ---- ---- 0.01 0.00 9.9 ---- 0.04 0.00 12.6 14 16 2.00 L ---- 13.0 ---- ----- 3.8 0.06 9.9 ---- 7.8 0.22 12.6 150 17 0.874 4.0 ---- 11.0 ---- -•--- 0.01 0.87 10.7 ---- 0.04 0.87 13.2 15 17 17.50 LBR ---- 11.0 ---- ---- 3.8 0.25 10.7 ---- 7.8 0.95 13.2 150 18 0.874 8.0 -_-- 11.0 ---- ---- 0.01 0.00 10.5 ---- 0.04 0.00 12.3 16 18 2.00 L ---- 11.0 ---- •-•--- 3.8 0.06 10.5 ---- 7.8 0.22 12.3 150 19 0.874 4.0 ---- 13.0 - 0.01 0.87 9.5 ---- 0.04 0.87 11.2 17 19 5.50 L ---- 13.0 ----- ---- 3.8 0.09 9.5 ---- 7.8 0.35 11.2 DATE: 1/24/2020 S:\2017\31630\CALLS\4820.rdf Page 3 150 20 0.874 4.0 ---- 13.0 ---- ---- 0.01 0.00 9.5 ---- 0.04 0.00 10.8 18 20 17.00 3R ---- 13.0 ---- ---- 6.5 0.52 9.5 ---- 13.0 1.88 10.8 150 21 0.874 3.0 ---- 13.0 ---- ---- 0.03 0.00 8.9 ---- 0.09 0.00 8.9 19 21 15.00 LB ---- 13.0 ---- ---- 10.0 1.28 8.9 ---- 10.0 1.28 8.9 150 22 0.874 7.0 ---- 13.0 3.61 10.0 0.06 0.00 7.7 10.0 0.06 0.00 7.7 20 21 5.00 B ---- 13.0 ---- ---- -3.5 0.07 8.9 ---- 3.0 0.05 8.9 150 23 0.874 3.0 ---- 13.0 ---- ---- -0.01 0.00 9.0 ---- 0.01 0.00 8.9 21 23 9.00 B ---- 13.0 ---- ---- -3.5 0.10 9.0 ---- 3.0 0.07 8.9 150 24 0.874 3.0 ---- 13.0 3.61 -_-- -0.01 0.00 9.1 10.7 0.01 0.00 8.8 22 24 69.50 7R ---- 13.0 3.61 ---- -3.5 0.64 9.1 10.7 -7.7 2.77 8.8 150 25 0.874 7.0 - -- 13.0 ---- ---- -0.01 0.00 9.7 --- -0.04 0.00 11.6 23 25 13.00 BR ---- 13.0 ---- ---- -3.5 0.14 9.7 ---- -7.7 0.62 11.6 150 26 0.874 4.0 ---- 13.0 ---- ---- -0.01 0.00 9.9 -_-- -0.04 0.00 12.2 24 26 2.00 L ---- 13.0 ---- ---- -3.5 0.05 9.9 ---- -7.7 0.22 12.2 150 27 0.874 4.0 ---- 11.0 - -0.01 0.87 10.8 ---- -0.04 0.87 13.3 25 27 2.50 L ---- 11.0 - -- -3.5 0.05 10.8 ---- -7.7 0.24 13.3 150 28 0.874 4.0 ---- 11.0 ---- ---- -0.01 0.00 10.9 ---- -0.04 0.00 13.5 26 28 17.50 L2BR ---- 11.0 ---- ---- 2.6 0.14 10.9 ---- 5.1 0.48 13.5 150 29 0.874 11.0 ---- 11.0 ---- ---- 0.00 0.00 10.7 ---- 0.02 0.00 13.0 27 29 2.00 L ---- 11.0 ---- ---- 2.6 0.03 10.7 ---- 5.1 0.10 13.0 150 30 0.874 4.0 ---- 13.0 ---- ---- 0.00 0.87 9.8 ---- 0.02 0.87 12.1 28 30 59.50 LB7R ---- 13.0 ---- ---- 2.6 0.36 9.8 ---- 5.1 1.25 12.1 150 20 0.874 14.0 ---- 13.0 ---- ---- 0.00 0.00 9.5 ---- 0.02 0.00 10.8 29 28 36.00 B5R ---- 11.0 ---- ---- -6.2 1.04 10.9 ---- -12.9 4.08 13.5 150 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\CALCS\4820.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 11.09 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 0.07 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.10 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 45.4 psi and a 7 minute flow of 180 gal. and a 10 minute flow of 257.3 gallons. The minimum pressure at any node is 7.7 psi at node 22. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 1/24/2020 S:\2017\31630\CALLS\4820.rdf Page 5 75.0 A 67.5 P 1 60.01 R E 52.5' S S 45.0 U R 37.5 E { 30.0 P 22.5 S 7.5 0.0 04 8 12 OB WATER SUPPLY CURVE C CD I _ 16 20 24 28 32 FLOW (GPM) I 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 @ 25.7 gpm B = Required Water Supply D = Required Water Supply 29.6 psi @ 15.0 gpm 45.4 psi @ 25.7 gpm DATE: 1/24/2020 S:\2017\31630\CALLS\4820_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 4820 ALT. 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 1/24/2020 File No: 31630 Data File Name: 4820 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: 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 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 58.0 13 25.0 74.5 58.0 DATE: 1/24/2020 S:\2017\31630\CALCS\4820-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 58.0 ---- 25.0 6.06 58.0 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 52.0 ---- 0.17 0.00 52.0 2 101 1.00 -9.5 -2.0 ---- ---- 25.0 0.69 52.0 ---- 25.0 0.69 52.0 150 102 0.745 0.0 ---- -2.0 ---- ---- 0.69 0.00 41.8 ---- 0.69 0.00 41.8 3 102 70.00 3L ---- -2.0 ---- ---- 25.0 3.45 41.8 ---- 25.0 3.45 41.8 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.04 0.00 38.3 ---- 0.04 0.00 38.3 4 103 4.00 LG ---- -2.0 ---- ---- 25.0 0.37 38.3 ---- 25.0 0.37 38.3 150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 36.2 5 0.05 1.73 36.2 5 104 2.00 L ---- 2.0 -5 5 20.0 0.48 36.2 5 20.0 0.48 36.2 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.07 0.87 34.9 ---- 0.07 0.87 34.9 6 105 1.00 -3.0 4.0 ---- ---- 20.0 0.07 34.9 ---- 20.0 0.07 34.9 150 106 1.101 0.0 ---- 4.0 ---- ••--•• 0.07 0.00 31.8 ---- 0.07 0.00 31.8 7 106 7.00 2L ---- 4.0 ---- ---- 20.0 1.16 31.8 ---- 20.0 1.16 31.8 150 10 1.101 10.0 ---- 11.0 ---- ---- 0.07 3.03 27.6 ---- 0.07 3.03 27.6 8 10 7.50 LR ---- 11.0 ---- ---- 20.0 2.62 27.6 ---- 20.0 2.62 27.6 150 11 0.874 5.0 ---- 11.0 ---- - -- 0.21 0.00 25.0 ---- 0.21 0.00 25.0 9 11 67.00 L7R ---- 11.0 ---- ---- 11.9 6.29 25.0 ---- 11.9 6.29 25.0 150 12 0.874 11.0 ---- 11.0 ---- ---- 0.08 0.00 18.7 ---- 0.08 0.00 18.7 10 12 0.50 B ---- 11.0 ---- ---- 20.0 0.73 18.7 ---- 20.0 0.73 18.7 150 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 11 12 9.50 R ---- 11.0 ---- ---- -8.1 0.41 18.7 ---- -8.1 0.41 18.7 150 14 0.874 1.0 ---- 11.0 ---- ---- -0.04 0.00 19.1 ---- -0.04 0.00 19.1 12 14 2.00 L ---- 11.0 ---- ---- -8.1 0.23 19.1 ---- -8.1 0.23 19.1 150 15 0.874 4.0 --- 13.0 ---- ---- -0.04 0.87 18.5 ---- -0.04 0.87 18.5 13 15 10.00 LBR ---- 13.0 ---- ---- -8.1 0.70 18.5 ---- -8.1 0.70 18.5 150 16 0.874 8.0 ---- 13.0 ---- ---- -0.04 0.00 19.2 ---- -0.04 0.00 19.2 14 16 2.00 L ---- 13.0 ---- ---- -8.1 0.23 19.2 ---- -8.1 0.23 19.2 150 17 0.874 4.0 ---- 11.0 ---- ---- -0.04 0.87 20.3 ---- -0.04 0.87 20.3 15 17 17.50 LBR -- - 11.0 ---- ---- -8.1 0.99 20.3 ---- -8.1 0.99 20.3 150 18 0.874 8.0 ---- 11.0 ---- ---- -0.04 0.00 21.3 ---- -0.04 0.00 21.3 16 18 2.00 L ---- 11.0 ---- ---- -8.1 0.23 21.3 -- - -8.1 0.23 21.3 150 19 0.874 4.0 ---- 13.0 --- - -- -0.04 0.87 20.7 ---- -0.04 0.87 20.7 DATE: 1/24/2020 S:\2017\31630\CALCS\4820_ALT.rdf Page 3 17 19 5.50 L ---- 13.0 ---- ---- -8.1 0.37 20.7 ---- -8.1 0.37 20.7 150 20 0.874 4.0 ---- 13.0 ---- ---- -0.04 0.00 21.0 ---- -0.04 0.00 21.0 18 20 17.00 4R ---- 13.0 ---- ---- -3.8 0.20 21.0 ---- -3.8 0.20 21.0 150 21 0.874 4.0 ---- 13.0 ---- ---- -0.01 0.00 21.2 ---- -0.01 0.00 21.2 19 21 15.00 LBR ---- 13.0 ---- ---- 0.0 0.00 21.2 ---- 0.0 0.00 21.2 150 22 0.874 8.0 ---- 13.0 ---- ---- 0.00 0.00 21.2 ---- 0.00 0.00 21.2 20 21 5.00 B ---- 13.0 ---- ---- -3.8 0.08 21.2 ---- -3.8 0.08 21.2 150 23 0.874 3.0 ---- 13.0 ---- ---- -0.01 0.00 21.3 ---- -0.01 0.00 21.3 21 23 10.00 B ---- 13.0 ---- ---- 0.0 0.00 21.3 ---- 0.0 0.00 21.3 150 24 0.874 3.0 ---- 13.0 ---- ---- 0.00 0.00 21.3 ---- 0.00 0.00 21.3 22 23 56.00 9R ---- 13.0 ---- ---- -3.8 0.62 21.3 ---- -3.8 0.62 21.3 150 25 0.874 9.0 - -- 13.0 ---- ---- -0.01 0.00 21.9 ---- -0.01 0.00 21.9 23 25 26.50 B2R ---- 13.0 ---- ---- -3.8 0.30 21.9 ---- -3.8 0.30 21.9 150 26 0.874 5.0 ---- 13.0 ---- ---- -0.01 0.00 22.2 ---- -0.01 0.00 22.2 24 26 2.00 L ---- 13.0 ---- ---- -3.8 0.06 22.2 -- - -3.8 0.06 22.2 150 27 0.874 4.0 ---- 11.0 ---- ---- -0.01 0.87 23.2 ---- -0.01 0.87 23.2 25 27 2.50 L ---- 11.0 ---- ---- -3.8 0.06 23.2 ---- -3.8 0.06 23.2 150 28 0.874 4.0 ---- 11.0 ---- ---- -0.01 0.00 23.2 ---- -0.01 0.00 23.2 26 28 17.50 2LBR - -- 11.0 ---- ---- 4.3 0.36 23.2 - -- 4.3 0.36 23.2 150 29 0.874 12.0 ---- 11.0 ---- ---- 0.01 0.00 22.9 ---- 0.01 0.00 22.9 27 29 2.00 L ---- 11.0 ---- ---- 4.3 0.07 22.9 ---- 4.3 0.07 22.9 150 30 0.874 4.0 ---- 13.0 ---- ---- 0.01 0.87 21.9 ---- 0.01 0.87 21.9 28 30 59.50 LB7R ---- 13.0 ---- ---- 4.3 0.89 21.9 ---- 4.3 0.89 21.9 150 20 0.874 14.0 ---- 13.0 ---- ---- 0.01 0.00 21.0 ---- 0.01 0.00 21.0 29 28 38.00 B5R ---- 11.0 ---- ---- -8.1 1.79 23.2 ---- -8.1 1.79 23.2 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.04 0.00 25.0 ---- -0.04 0.00 25.0 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, DATE: 1/24/2020 S:\2017\31630\CALCS\4820_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 58.0 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\CALCS\4820—ALT.rdf Page 5 WATER SUPPLY CURVE 75.0 — -- C - 67.5 P t60.OD D 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 04 8 12 16 20 24 28 32 36 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 58.0 psi @ 25.0 gpm 58.0 psi @ 25.0 gpm 40 DATD: 1/24/2020 S:\2017\31630\CALCS\4820—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 4820 ALT. 10o TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 1/24/2020 File No: 31630 Data File Name: 4820 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 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. 22 15.0 74.5 35.4 22 25.3 74.5 51.0 DATE: 1/24/2020 S:\2017\31630\CALCS\4820-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 35.4 ---- 25.3 6.19 51.0 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.07 0.00 33.1 ---- 0.17 0.00 44.8 2 101 1.00 -9.5 -2.0 ---- ---- 15.0 0.27 33.1 ---- 25.3 0.71 44.8 150 102 0.745 0.0 ---- -2.0 ---- ---- 0.27 0.00 23.3 ---- 0.71 0.00 34.6 3 102 70.00 3L ---- -2.0 ---- ---- 15.0 1.34 23.3 ---- 25.3 3.53 34.6 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.01 0.00 21.9 ---- 0.04 0.00 31.1 4 103 4.00 LG ---- -2.0 -- ---- 15.0 0.14 21.9 ---- 25.3 0.37 31.1 150 104 1.265 3.0 •-- 2.0 -5 5 0.02 1.73 20.1 5 0.05 1.73 29.0 5 104 2.00 L ---- 2.0 -5 5 10.0 0.13 20.1 5 20.3 0.49 29.0 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.02 0.87 19.1 ---- 0.07 0.87 27.6 6 105 1.00 -3.0 4.0 ---- -- 10.0 0.02 19.1 ---- 20.3 0.07 27.6 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.02 0.00 16.1 ---- 0.07 0.00 24.5 7 106 7.00 2L ---- 4.0 ---- ---- 10.0 0.32 16.1 ---- 20.3 1.19 24.5 150 10 1.101 10.0 ---- 11.0 ---- ---- 0.02 3.03 12.7 ---- 0.07 3.03 20.3 8 10 7.50 LR ---- 11.0 ---- ---- 10.0 0.73 12.7 ---- 20.3 2.69 20.3 150 11 0.874 5.0 ---- 11.0 ---- ---- 0.06 0.00 12.0 ---- 0.22 0.00 17.6 9 11 67.00 L7R ---- 11.0 ---- ---- 3.9 0.78 12.0 ---- 7.8 2.85 17.6 150 12 0.874 11.0 ---- 11.0 ---- ---- 0.01 0.00 11.2 --- 0.04 0.00 14.8 10 12 0.50 B --- 11.0 ---- -_-- 0.0 0.00 11.2 ---- 0.0 0.00 14.8 150 13 0.874 3.0 ---- 11.0 ---- ---- 0.00 0.00 11.2 ---- 0.00 0.00 14.8 11 12 9.50 R ---- 11.0 ---- ---- 3.9 0.10 11.2 ---- 7.8 0.38 14.8 150 14 0.874 1.0 ---- 11.0 ---- ---- 0.01 0.00 11.1 --- 0.04 0.00 14.4 12 14 2.00 L ---- 11.0 ---- ---- 3.9 0.06 11.1 ---- 7.8 0.22 14.4 150 15 0.874 4.0 ---- 13.0 ---- ---- 0.01 0.87 10.2 ---- 0.04 0.87 13.3 13 15 10.00 LBR ---- 13.0 ---- ---- 3.9 0.18 10.2 ---- 7.8 0.66 13.3 150 16 0.874 8.0 ---- 13.0 ---- ---- 0.01 0.00 10.0 ---- 0.04 0.00 12.6 14 16 2.00 L ---- 13.0 --- ---- 3.9 0.06 10.0 ---- 7.8 0.22 12.6 150 17 0.874 4.0 ---- 11.0 ---- ---- 0.01 0.87 10.8 ---- 0.04 0.87 13.3 15 17 17.50 LBR ---- 11.0 ---- ---- 3.9 0.25 10.8 ---- 7.8 0.93 13.3 150 18 0.874 8.0 ---- 11.0 ---- ---- 0.01 0.00 10.5 ---- 0.04 0.00 12.3 16 18 2.00 L ---- 11.0 ---- ---- 3.9 0.06 10.5 ---- 7.8 0.22 12.3 150 19 0.874 4.0 ---- 13.0 ---- ---- 0.01 0.87 9.6 ---- 0.04 0.87 11.3 DATE: 1/24/2020 S:\2017\31630\CALCS\4820_ALT.rdf Page 3 17 19 5.50 L ---- 13.0 ---- ---- 3.9 0.09 9.6 ---- 7.8 0.35 11.3 150 20 0.874 4.0 ---- 13.0 ---- ---- 0.01 0.00 9.5 ---- 0.04 0.00 10.9 18 20 17.00 4R ---- 13.0 ---- ---- 6.4 0.53 9.5 ---- 12.8 1.93 10.9 150 21 0.874 4.0 ---- 13.0 ---- ---- 0.03 0.00 9.0 ---- 0.09 0.00 9.0 19 21 15.00 LBR ---- 13.0 ---- ---- 10.0 1.34 9.0 ---- 10.0 1.34 9.0 150 22 0.874 8.0 ---- 13.0 3.61 10.0 0.06 0.00 7.7 10.0 0.06 0.00 7.7 20 21 5.00 B ---- 13.0 ---- ---- -3.6 0.07 9.0 ---- 2.8 0.04 9.0 150 23 0.874 3.0 ---- 13.0 ---- ---- -0.01 0.00 9.1 ---- 0.01 0.00 8.9 21 23 10.00 B --- 13.0 ---- ---- 0.0 0.00 9.1 ---- 10.3 0.80 8.9 150 24 0.874 3-0 ---- 13.0 3.61 ---- 0.00 0.00 9.1 10.3 0.06 0.00 8.1 22 23 56.00 9R ---- 13.0 ---- ---- -3.6 0.57 9.1 ---- -7.5 2.23 8.9 150 25 0.874 9.0 ---- 13.0 ---- ---- -0.01 0.00 9.6 ---- -0.03 0.00 11.2 23 25 26.50 B2R ---- 13.0 ---- - -- -3.6 0.28 9.6 ---- -7.5 1.08 11.2 150 26 0.874 5.0 ---- 13.0 ---- ---- -0.01 0.00 9.9 ---- -0.03 0.00 12.3 24 26 2.00 L ---- 13.0 ---- ---- -3.6 0.05 9.9 - -- -7.5 0.21 12.3 150 27 0.874 4.0 ---- 11.0 ---- ---- -0.01 0.87 10.8 ---- -0.03 0.87 13.3 25 27 2.50 L --- 11.0 ---- ---- -3.6 0.06 10.8 ---- -7.5 0.22 13.3 150 28 0.874 4.0 ---- 11.0 ---- ---- -0.01 0.00 10.9 ---- -0.03 0.00 13.5 26 28 17.50 2LBR ---- 11.0 ---- ---- 2.5 0.14 10.9 --- 5.0 0.48 13.5 150 29 0.874 12.0 ---- 11.0 ---- ---- 0.00 0.00 10.8 ---- 0.02 0.00 13.1 27 29 2.00 L ---- 11.0 --••- ---- 2.5 0.03 10.8 ---- 5.0 0.10 13.1 150 30 0.874 4.0 ---- 13.0 ---- ---- 0.00 0.87 9.9 --•-- 0.02 0.87 12.1 28 30 59.50 LB7R ---- 13.0 ---- ---- 2.5 0.34 9.9 ---- 5.0 1.19 12.1 150 20 0.874 14.0 ---- 13.0 ---- ---- 0.00 0.00 9.5 ---- 0.02 0.00 10.9 29 28 38.00 B5R ---- 11.0 ---- ---- -6.1 1.09 10.9 ---- -12.5 4.06 13.5 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.02 0.00 12.0 ---- -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, DATE•: 1/24/2020 S:\2017\31630\CALCS\4820_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 0.17 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 51.0 psi and a 7 minute flow of 177 gal. and a 10 minute flow of 253.2 The minimum pressure at any node is 7.7 psi at node 22. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 gallons. DATE-. 1/24/2020 S:\2017\31630\CALCS\4820_ALT.rdf Page 5 WATER SUPPLY CURVE 7 5. 0— p, `C 67.5 P l 60.0 R E l S 52.5 S 1 45.0 U R E 37.5 C B 30.0 P 22.5 S I 1 15.0 } 7.5 0.0 04 8 12 16 20 24 28 32 36 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 @ 25.3 gpm B = Required Water Supply D = Required Water Supply 35.4 psi @ 15.0 gpm 51.0 psi @ 25.3 gpm 40 OFFICE USE ONLY: REVIEW DATE: ❑ APPROVED ❑ CORRECTIONS CALIFORNIA W 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 �f F E. B 1 '_' 2020 DESIGN & DEVkG UPIaiENT ULPARTMEN FCM I2020-0002 PERMIT NO, Applicant Name: FIRE SPRINKLER SYSTEMS, INC Owner Name: LENNAR Mailing Address: 705 E. HARRISON ST. #200, CORONA CA 92879 Site Address: MASTER PLAN 8(4820) AS -BUILT Phone Number: 951-272-2522 Project PRESTIGE / TRACT# 32879 / PLAN TYPE 8(4820) / 66 HEADS jamieb@fireinc.net Description, (Include # of sprinkler heads) Email: 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. CONTRACTOR INFORMATION Contractor Name: FIRE SPRINKLER SYSTEMS, INC. Contractor #: 684600 Signature: Contact Person: JAMIE BISHIP Mailing Address: 705 E. HARRISON ST., #200 Print Name: A IE BI IP City, State, Zip: CORONA, CA 92879 Phone Number: 951-272-2522 Business License #: 762890 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 O RESIDENTIAL SPRINKLER SYSTEMS --------- ❑ MASTER PLAN HOURLY@161/HR ❑ 1-50 SPRINKLER HEADS $418 MISC ❑ 51-100 SPRINKLER 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 1 $1062 ❑ OTHER HOURLY@161/HR Each application type includes a I echnology Enhancement Fee of SS b Recoras Management Fee of 51u or yZ1 REVISEu 1Z/b/ZU19 *For permits billed at an hourly rate, these fees will be added at time of payment.