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FCMP2021-0042 Capistrano Plan 3a u�tt Project Details PROJECT NUMBER ` =�w City of La Quinta FCMP2021-0042 MoFT�- Description: CAPISTRANO / TRACT# 31910 / MASTER PLAN TYPE 3 (2679) Status: APPROVED Type: FIRE CONSTRUCTION MASTER PLAN (WEB) Status Date: Subtype: FIRE SPRINKLER MASTER PLAN Applied: 12/15/2021 Address: 57001 MONROE ST Approved: 1/4/2022 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: Expired: Details: Pr DAYS REVIEWS III ACTIONS INSPECTIONS CONDITIONS ADDITIONAL SITES CHRONOL NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST STE 200 CORONA CA 92879 (951)272-2522 jamieb@fireinc.net CONTRACTOR FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST STE 200 CORONA CA 92879 (951)272-2522 jamieb@fireinc.net OWNER CAPISTRANO LOTS 940 EMMETT AVE STE 200 BELMONT CA 94002 (951)272-2522 jamieb@fireinc.net Printed: Monday, March 06, 2023 11:35:17 AM 1 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Quinta FCMP2021-0042 MoFT�- CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE STAFF - PER HOUR 101-0000-42420 1 $167.00 $0.00 Total Paid for FIRE FEES: $167.00 $0.00 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $0.00 MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $0.00 TECHNOLOGY 502-0000-43611 0 $5.00 $0.00 ENHANCEMENT FEE Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $0.00 $193.00 $0.00 1:1411191LIM INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED RESULT REMARKS —7 DATE NOTES RETURNED REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE 1ST FIRE (2WK) KOHL 12/15/2021 1/4/2022 1/4/2022 APPROVED SEE ATTACHMENTS HETRICK 1ST PERMIT PERMIT TECH 12/15/2021 12/16/2021 12/17/2021 COMPLETE TECHNICIAN (1DAY) BUCKET E:1610 9 • ' • - Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 12/15/2021 Etrakit Contractor 1ST SUBMITTALAPPLICATION Application.pdf 1 DOC 12/15/2021 Etrakit Contractor Tracking Sheet Tracking Sheet.pdf 1 Printed: Monday, March 06, 2023 11:35:17 AM 2 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Quinta FCMP2021-0042 MoFT�- Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 12/15/2021 Etrakit Contractor 1ST SUBMITTAL FLOWANALYSIS Fire Flow.pdf 1 DOC 12/15/2021 Etrakit Contractor 1ST SUBMITTAL PLAN PLAN 3.2679 - 679 1 SPRINKLER df DOC 12/15/2021 Etrakit Contractor 1ST SUBMITTALHYDRAULIC PLAN 3.2679_1.pdf 1 CALCS DOC 1/4/2022 KOHL HETRICK FCMP2021-0042 - COA FCMP2021-0042 - COA 1 LETTER.pdf LETTER.pdf FCMP2021-0042 - FCMP2021-0042 - DOC 1/4/2022 KOHL HETRICK APPROVED PLANS AND APPROVED PLANS AND 1 CALCS.pdf CALCS.pdf Printed: Monday, March 06, 2023 11:35:17 AM 3 of 3 CENTRALSOLIARE Rla:l IF SENJU SPRINKLER CO., LTD. - Resrdeneal Lead Free Flat Concealed Snnnkle Pendent Model.-RC-RES. K-Factor:7.7. SIN: SS8261 GENERAL DESCRIPTION TlK mwa ae.xE�a �m m.,evee,ee oa.�p.�e: aye �. p.a.nm,... •. rem.., ®.. m. n..ere�p�.o..•more mm.pip.myna+mww�eiw.�a.a.a�.pnieam.mmlon vrN unAwirya�a ww. asuwee. enp m mmx Rc-Res wan m.a� bveaeea wace a naMmb b exaw o� al nrn wnnuer m,++ as w n eummn mr me ww mweneu ar rvre web AwnwR em atYsew rwev lme um aewr oee welPuaTarnwo�3%base inwevee nxe Mpipw, WAR NGa wWr^�a'erwaaeraea Ma NauwmFn �waNnna remNznm ri yu�aY�ana�mea�am¢al annvWdemptlpn. /np/unetlmMon mrpuraeneearawprorx. o nmpnryeruue eHmra. rower mwumaeaan.ea w�anw'�r.�w°.°pm�"ry nWme:`p� �.�rm`"".,. �<eam°°rv„a°°m�'""a tivtlreurk Mann Cnfena Page: FAIR 2dMu..M.�ron.rmm�.wr.�..mh.�., rt leo Anml a. , ma roe.m�nre.arv�iy sarraA2..sa.a wr. m e.w..ry whMxa..rvrvM a wy.ae m. <wereae.r.. eaw m:aw ."re �n:�w�m�nxra:;r<nM.,: (nm ineLea �0 FCONCEALED FIE ENTIAL CONCEALED PENDENT SPRINKLER VKASA IKAaj —ph xl�mvre®v R reatlep.aaln van#.ruw...ne�xm,n»wx.emnam.menxwi a.0 ww.....mryamwln<..om o sr P IF H �a v"ir�"xx �E�re nnMnnmb e.eueee m�mwervxr me w.npN ~'�pw�a sx LISTINGS AND APPROVALS vaeemiry z 'ST�RL ue+ww+sucn:,sMa VNENnsbmrwGVuIBEU Lwn9 tVr am a< YDRAULIC SYSTEM This BuiMing is Protected by A Hydraulically Designed Aetoma&Sprinkler System. Dale Insulted 1211511 Location CALL AREA Number of Sprinklers f Basis d Deemn Ex In .05 gpmhg.fL 2.DEal FDA EAOFDMMARC£ 400 MIA System Demand ZNUIERrLOWRATE 250C,nn RESINA PRESSUREATIHE RASE OF THE RISER 384 psi ISMDlkd By F'.SpinkiRrS kme,lnc. HYDRAULIC NAMEPLATE N.T.S. H ii 11111111-11LAIIISTA RE,EAN,,—TENUl.N AND THE EM 2. THIS SPRINKLER 8Y8TEM 'HALL ME TESTED AND N8PECTED SOUP Oki L_ InsmsNTS AND TUEe, CONTAINED IN DmLs rnOM THS ADORess THAT THE CAPIISTRANO RA a31 10 BMITTAL SEPIAN3.MP9 t FOODE"AL CON MANUFACTURED lY SENLU. INSTALLED AT to FT. MAAIMUM SPAdxc, '.UINTA, CA. WpUINTA FIRE DEPARTMENT a. PENDENT LISTED AND 1Arp1FaerUREO lYARINC INSTALLED AT r< FT. MTE TEll QUICK RESPONSE IFFINELERtA.. SAREPACING 'OOCUPArvs POR CONnxuous OSsmucnoxs ARE".... LEGAL DESCRIPTION UCTI CONSTRION'. STORIES -B BUILDINGPREA: 3,2EOSpFT. t PROVIDSDtntTHSPRINREll Ee EIN t T DE REQUIRED TO es PF—EC IN ACCORDANcs vuT'H s.t.t 2 FIREIGNENNRN�INSTA�LLEO RESIDENTIAL WITH A.05 DENSITY VMTHIN AREAS BUILDING SUMMARY • ('A RESPENOENT SPRINI4EN ® m EN ER S Q RES. PENDENT SPRINKLER ORANGE IN ELEVATION ® RISER LOTATION(PER DETAIL) ® NODE POINT FOR CALOLIATION HANGER TICDETAIL SYMBOLLEGEND APPROVED Riverside County F ne Department La Qu nta Office 0 the Fire Marshal BY: Kohl Hetrick= e;md„g G J < W FIRE SAFETY SPECIALIST z alM4/20M 30828 PM The approval d plans and spedficai onsOces not perm [Ihe rotator deleTon omsson oriaulry stlllaiion of arty requi,— Sol Title 24 or arty W V ♦♦Ir1a Local ONKrenses. —S—F, shall reran 'ssbk and exposed for're 0., purposes . approved by ire DIU, Deladmer4 s s s PERMIT #- FCMP2021-0042 APPROVAL STAMPzs 'FOR REFERENCE ONLY PRESSURE O 9ESTT Eeo pTTGR OTOMPETIC 1 WATER CGPM AL VALVE MR DOMESTIC 5 GPMALLWVANCE J.—DE gELEVI�;i PETER O4 Ta MPX B ELEV fiG MAX -Y ELEV. UNDERGROUND DETAIL N.T.S. (FOR REFERENCE ONLY) 0 ,o JOB NO: 32150 DATE: 12118/21 AAE SgER� _ ORAVMI 6V: C.P. PRIMDE WIPEDTO svaraNa unroeEnx��eo.n l O uLv RISER DETAIL N.T.S. Size Range: Y4" through 3" Finish: Pre -Galvanized Carbon Steel per ASTM A653 RISER LOCATION L— J-' L-L �_---- - _— J I 1 1 L L L L L `/ /—/_/111 1 1 1 1 L L PLAN 3.2679 - FIRE SPRINKLER PLAN SCALE: 1/4" =1'-0" Table R • One Point of Restraint Ft R q MAK I I iv!AX.I One -Point Vertical Restraint RESTRAINT RESTRAINT flNE-POINT ONE-POiNT Nominal -Ii'TS3 li rA3l Pipe Size Less than Greater than ANSI Inches it}fJ psi 100 psi QN (6,9 bar) (6,9 bar) 3f4 0'-9" 0'-6" DN20 (0,23 m) (D,iS m) DN25 (0,30 rrl) (0,23 m) 1-1f4 1'-4" 1'-D" C3N32 (0,41 m) (0.30 m) 1-1/2-3 2'-D" 1'-0" QN40 - DNso (o,si m) (D,so rr,) Table S • Two Points of Restraint Nominal Pipe iLS„ ,LS3, Size Lass than Greater than ANSI Inches 100 psi 100 psi QN (6,9 bar) (6,9 bar) 3f4 4'-0" 3'-0" DN20 (1,22 m) (0,91 rtt) 1 5'-0" 4'-0" DN25 (7,52 m) (1,22 m) 1-1/4 6'-D" 5'-0" QN32 (1;$3 m) {1,52 m} 1-11f2 - 3 7'-0" T-D" 13N40 - DN80 (2,13 rrt) (2,13 m). � S }�, i MAX —) Two -Point ANY DISTANCE �---- •- Vertical Restraint RESTRAINT TWO -POINT January 2005 Garage Installation Specifications Garage Installation Specifications shall only apply for the installation of UL Listed BlazeMasterff 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 domes' and in 'Residential Occupancies up to Four Stories in Height'. As referenced in NFPA 13D 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 73R 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 3/e' thick gypsum wallboard or'/z°°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 73R. System Misers In accordance with the UL listing, TFP BlazeMaster CPVC pipe and fittings may be used as system risers in accordance with NFPA 13,13Dand 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>/s' (9.5 mm) thick gypsum wallboard or'/i (72.7 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 130) 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 at tall 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 72' solid wood joists, the maximum system working pressure under flouring conditions shall not exceed 100 psi and the maximum system working pressure under static (nonflotving) conditions shall not exceed 775 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 fine 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. Service: Hanger for CPVC, steel, &copper pipe in the horizontal position on the bottom CO. and side of structural wood beams, composite beams and Steel 20 Ga. (min.) (Fig. A, C u� respectively). Can be used as a restrainer when installed on top of structural wood beams (Fig. B), for limiting pipe movement due to thrust loads during sprinkler system start-up. - It can also be used as a guide to limit movement for pipe in the vertical position. When used on composite wood beams, web thickness must be %8' or greater. Approvals: cULus Listed Installation: • Snap hanger over pipe. • Secure hanger to mounting surface with screws provided. • Do not make adjustments to hanger mounting flanges that result in clamping the pipe to the mounting surface. Pipe must be allowed to move freely through hanger. • Steel applications require two (2) #14 x 1" hex washer head self -drilling TEK screws. Not Supplied. Part Number STD-0090. Features: • Beveled edge design helps protect the CPVC pipe from any rough surface. • Easily attaches to wood structure with #10 x 1" hex washer head self threading screw supplied with product. No pre -drilling required. • Retaining dimples hold the strap onto the pipe for ease of installation. (Not shown) Ordering: Specify pipe size, figure number, and description. 0 Fig. A Fig. B Fig. C FIG. 186: DIMENSIONS (IN) •WEIGHT (LBS) Pipe Size A B eC E F Approx. Weight/100 (Ibs) 1 11V8 5 1 11/4 V4 1'/z 6 1y 11 3X 11%6 7 1Yz 1Y1s 3� 2Y 8 2 1 /s 4% 2%6 9 2Y 2Y 5% 1%s 2% 14 3 2% 65 3% 17 ANVIL 186 HANGER (STEEL -COPPER - C.P.V.C.) NOT TO SCALE Size Range: %a" through 2" Material: Carbon Steel c©L is Finish: Pre -Galvanized per ASTM A653 Well Service: • Hanger and surge restraint for horizontal CPVC, steel, and copper piping when installed � on the top, bottom, and side of the supporting structure. • Guide for vertical CPVC, steel, and copper piping when installed on the side of the supporting structure. • Horizontal and vertical seismic restraint per NFPA 13-2016 requirements. • May be installed with concrete, steel structural members, and other structural members with fasteners which comply with the requirements of NFPA 13. ` Approvals: cULus Listed Patents: No. 6,648,278 Installation: • Snap hanger over pipe. If needed, squeeze strap back around pipe. • CPVC pipe must be allowed to slide freely through the Fig. 188R. • Secure hanger to mounting surface with screws provided or with listed fasteners. Features: • Beveled edge design helps protect the CPVC pipe from any rough surface and eliminates pipe abrasion. ' bo • Easily attaches to wood structure with #10 x 1" hex washer head self -threading screw supplied with product. No pre -drilling required. • Bottom of pipe is offset %" from the structure. Eliminates wooden spacer blocks. Ordering: Specify CPVC pipe size, figure number and description. Hanger & Restrainer • Hange Rests ones Installation -Backing Nut Hanger = 1 - at top fastener Restraint = 2 - on each fastener Per NFPA-13D and NFPA-13R FIG. 188R: DIMENSIONS (IN) •WEIGHT (LBS) CPVC Pipe Size A B aC D E F G Max. Hanger Spacing (FT.) Approx. Weight/100 (Ibs) %a 23/ 3y % 2 1 2% 1Yz 5y 11 1 21%6 3Y % 2%6 1 3% 1Yz 6 12 1y 21 %s 3'/a % 2%6 1 3'/a 1Yz 6'/z 13 12 3% 4Ya '/< 2%s 1 3% 1Yz 7 14 2 31Y6 4% '/< 21Ys 1 4 1Yz 8 16 FIG. 188R: LISTED FASTENERS Pipe Wood and Composite Beams Steel (18ga. Minimum) CPVC Screw Supplied or #10 x 1"TEK Screw #14 x 1"TEK Screw ory"x1"TEK Screw Steel &Copper #14 x 1"TEK Screw orYa''x1Yz" Lag Screw #14 x 1"TEK Screw ory"x1"TEK Screw ANVIL 188R HANGER (STEEL -COPPER - C.P.V.C. NOT TO SCALE TOTAL LIVING AREA - 2,679 SQFT. GARAGE AREA- 601 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'/4' CPVC, UNLESS OTHERWISE NOTED. 3. PIPE CLEARANCES MUST BE IN ACCORDANCE WITH NFPA 13-9.3.4. 4. HANGERS SHOWN FOR REFERENCE PURPOSES ONLY. HANGER SPACING TO BE PER TABLES ON THIS SHEET. 5. ALL PIPING INSTALLED WITHIN THE ATTIC SHALL BE PROVIDED WITH MIN. 6" INSULATION ON THE ATTIC SIDE OF THE PIPING TO AVOID EXPOSURE OF THE PIPING TO TEMPERATURES IN EXCESS OF THE PIPES RATED TEMPERATURE (2016 NFPA 13D 7.7). 6. SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55sgft. AND LESS. (SECTION 8.3.2.) 7. 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. 8. 8.2.5.1.2 THE DISTANCE SHALL BE MEASURED FROM THE CENTER OF THE SPRINKLER TO THE CENTER OF THE OBSTRUCTION. 9. 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 0 w w I- 0 Z / / [FSS] FIRi SFhlINIaiR SYSTEMS INC. • LICENSE N0.684600 • CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL • DESIGN, X.X.INEERING 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 Svstems. oo 3 H H Z 00 cfl u7 N C J O ~ U M � CV O ¢ I— qt Z M ~ >- � z p V w I— v) JOB NO: 32190 DATE: 12/15/21 DRAWN BY: C.P. �CT ION � CLASSIFICATION C-16 * LICENSE N0. 684600 J�gTF OF C A` \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 PLAN 3.2679 FIRE SPRINKLER PLAN SHEET FP2 OF FP4 PLAN 3X.2679 - CASITA FIRE SPRINKLER PLAN +1 HEAD SCALE: 1 /4" = V-0" w 0 O Z /' FS *a RU SMNIMER SYSTEMS INC. • 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 Svstems. RISER LOCATION J Q O ~ U Q rn c~o M � N O Q � (� � Z CM I— Q Z ~ � Z p °° U Q _ Of Q V w Q Cn N Q 75 JOB NO: 32190 DATE: 12/15/21 DRAWN BY: C.P. Q�o'�'OT I ON CO,y� CLASSIFICATION U- C-16 * LICENSE NO. 684600 J�gTF OF C A` \�O���Q 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 PLAN 3X (2679) OPTIONS SHEET FP3 OF FP4 Z O LU 01 w 0 Z aaaaa r �� FS FIRi SPRINIaiR SYSTEMS INC. • 7 AIR BARRIER BY OTHERS TO SEPARATE LICENSE NO.684600 • SEALED AND VENTED ATTIC SPACES. CUSTOM, TRACT, MULTI -FAMILY R-30 BD R-30 BD AND COMMERCIAL • T.O.P. T.O.P. DESIGN, X.X.INEERING AND INSTALLATION R-4.2 • E. HARRISON ST., SUITE 200 705 CORONA, CA 92879 PH - 800-915-3473 FAX - 951-272-2535 a The recipient of these plans hereby DEN o ENTRY 3 DINING STORAGE SERVICE m HOBBY acknowledges that all plans, details, specifications or m O D5 methods of installation contained in this set of plans is the sole property of Fire Sprinkler Systems, Inc. and that this R 13 any use of set of plans is prohibited and is a violation R-13 of copyright laws without first receiving permission from Fire F.FJT.O.C. F.F.IT.O.C. S rinkler S stems. J Z A O W U Z W W U_ W O U_ cn z O hl AIR BARRIER BY OTHERS TO SEPARATE ........................... SEALED AND VENTED ATTIC SPACES. �W V J PROVIDE MIN. 22" X 30" ATTIC ACCESS BETWEEN ATTIC SPACES J Q T.O.P. T.O.P. O R-13 Q rn=) r— U O M N Q � � 4t Z M m 0 U Z ¢ a- Q C) Q 0:� tY Q LU o V cn GARAGE STORAGE GREAT ROOM CALIFORNIA ROOM 3 D5 R-13 JOB NO: 32190 F.F./T.O.C. DATE: 12/15/21 DRAWN BY: C.P. ION BCLASSIFICATION 9�'� U_ C-160 * LICENSE NO. 684600 J�gTF OF C A` \�0'��� 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 PLAN 3.2679 SECTIONS SHEET FP4 OF FP4 Z DomestiF Water System Flow Analysis �VOa 11c1110 vaucy VVOLU, viau n.t 75515 Hovley Lane East Palm Desert, CA 92211 Domestic Water System Flow Analysis (Hydraulic Model) GEO 06-07-22-4 PZ 21-12861 Requested By: DR Horton Date: 11/16/2021 Address: 2280 Wardlow Circle, Ste 100 APN: TRACT 31910 Corona, CA 92878 Req. Fire Flow: GPM at 20psi for hours. Contact Name: Mario Ornelas Project Name: Capistrano Phone: 951-739-5481 Email: maornelas@drhorton.com Cell: 951-415-4568 Domestic Water System Hydrant near Via San Clemente and Camino San Juan intersection, TR Flow Analysis Location: 31910, La Quinta Model Information Flow Analysis Description - Requested • 4 Flow Elevation (Ft): -55 None system flow available without Steady State, Dynamic (psi): 97.2 Residual Pressure (psi): 89.8 exceeding Fire Flow Tested (gpm): 2,300 N/A CVWD's Combined Total: N/A criteria. Tested Model Junction: J22645 Duration: 2 hours Demand Conditions: Peak Day Demand (PDD) Reservoir No./Level (s): Reservoir 6726/21.9' Pumps Operating No's: pumps On Pressure Zone and HGL: Lake Cahuilla (145') Model: CVWD DOMESTICWATER 2020UPDATE 092221 Comments: The domestic water system is capable of providing 2,300 gpm for 2 hours that satisfies CVWD's minimum pressure, velocity, and/or head loss criteria. This flow can be achieved by using multiple ire hydrants. This simulated system flow analysis may not include all facilities that may be required or this development/project. Please check with Development Services for further information on all required facilities. The theoretical flow to drop the residual pressure to 20 psi is greater than 5,000 gpm. Please note the theoretical flow exceeds CVWD's design criteria on the domestic water network. These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to supply water to the project at the flows or pressures indicated It is important to note that the capacity of the on -site fire system, meters, service lines, backflow assemblies and other appurtenances were not considered in this analysis, which may alter actual flows or pressures. Due to continuous changes in the system, CVWD only considers this system flow analysis valid for six months from date of modelling/analysis. These system flow analysis comments are for plan check purposes only The ultimate design responsibility resides with the Engineer -of -Record for this Project Should you have any questions or need additional information, please contact me at (760) 398-2661, ext.2397. Completed Date: ((,113 /a Page 1 of 1 ENG DS-016 s (8/31 /15) ar yU, FIRE SPRINKLER SYSTEMS, INC. 705 E. HARRISON ST. SUITE 200 CORONA, CA. RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR CAPISTRANO LA QUINTA, CA. TRACT #31910 *PLAN 3.2679 *10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 12/15/2021 File No: 32190 Data File Name: PLAN 3.2679.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: 84.0 psi Resid: 77.3 psi F1ow:2300.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 5 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 10.0 7.7 17 15.0 84.0 31.3 2 10.0 7.7 17 25.0 84.0 47.7 REVIEWING AUTHORITY LA QUINTA FIRE DEPARTMENT 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 1 60.00 BG ---- -2.0 SRCE ---- 15.0 4.29 31.3 ---- 25.0 11.12 47.7 150 2 0.995 6.0 ---- -2.0 ---- ---- 0.07 0.00 27.0 ---- 0.17 0.00 36.6 2 2 1.00 -7.0 -2.0 ---- ---- 15.0 0.27 27.0 ---- 25.0 0.69 36.6 150 3 0.745 0.0 ---- -2.0 ---- ---- 0.27 0.00 19.8 ---- 0.69 0.00 28.9 3 3 70.00 3L ---- -2.0 ---- ---- 15.0 0.65 19.8 ---- 25.0 1.67 28.9 150 4 1.590 27.0 ---- -2.0 ---- ---- 0.01 0.00 19.1 ---- 0.02 0.00 27.2 4 4 4.00 L ---- -2.0 ---- ---- 15.0 0.07 19.1 ---- 25.0 0.18 27.2 150 5 1.505 4.0 ---- 2.0 -5 5 0.01 1.73 17.3 5 0.02 1.73 25.3 5 5 2.00 R ---- 2.0 -5 5 10.0 0.06 17.3 5 20.0 0.20 25.3 150 6 1.101 1.0 ---- 4.0 ---- ---- 0.02 0.87 16.4 ---- 0.07 0.87 24.2 6 6 1.00 -2.5 4.0 ---- ---- 10.0 0.02 16.4 ---- 20.0 0.07 24.2 150 7 1.101 0.0 ---- 4.0 ---- ---- 0.02 0.00 13.9 ---- 0.07 0.00 21.7 7 7 6.00 2R ---- 4.0 ---- ---- 10.0 0.15 13.9 ---- 20.0 0.55 21.7 150 10 1.101 2.0 ---- 10.0 ---- ---- 0.02 2.60 11.1 ---- 0.07 2.60 18.5 8 10 7.00 L ---- 10.0 ---- ---- 10.0 0.64 11.1 ---- 20.0 2.31 18.5 150 11 0.874 4.0 ---- 10.0 ---- ---- 0.06 0.00 10.5 ---- 0.21 0.00 16.2 9 11 63.00 LBSR ---- 10.0 ---- ---- 5.2 1.32 10.5 ---- 10.3 4.61 16.2 150 12 0.874 12.0 ---- 10.0 ---- ---- 0.02 0.00 9.2 ---- 0.06 0.00 11.6 10 12 16.50 B2R ---- 10.0 ---- ---- 0.0 0.00 9.2 ---- 0.0 0.00 11.6 150 13 0.874 5.0 ---- 10.0 ---- ---- 0.00 0.00 9.2 ---- 0.00 0.00 11.6 11 12 28.50 L3R ---- 10.0 ---- ---- 5.2 0.62 9.2 ---- 10.3 2.18 11.6 150 14 0.874 7.0 ---- 10.0 ---- ---- 0.02 0.00 8.5 ---- 0.06 0.00 9.4 12 14 2.00 B ---- 10.0 ---- ---- 0.0 0.00 8.5 ---- 0.0 0.00 9.4 150 15 0.874 3.0 ---- 10.0 ---- ---- 0.00 0.00 8.5 ---- 0.00 0.00 9.4 13 14 18.50 2R ---- 10.0 ---- ---- 5.2 0.36 8.5 ---- 10.3 1.26 9.4 150 16 0.874 2.0 ---- 10.0 ---- ---- 0.02 0.00 8.2 ---- 0.06 0.00 8.2 14 16 4.00 LR ---- 10.0 ---- ---- 10.0 0.52 8.2 ---- 10.0 0.52 8.2 150 17 0.874 5.0 ---- 10.0 3.61 10.0 0.06 0.00 7.7 10.0 0.06 0.00 7.7 15 16 7.00 B ---- 10.0 ---- ---- -4.8 0.15 8.2 ---- 0.3 0.00 8.2 150 18 0.874 3.0 ---- 10.0 ---- ---- -0.01 0.00 8.3 ---- 0.00 0.00 8.2 16 18 1.00 LB ---- 10.0 ---- ---- 0.0 0.00 8.3 ---- 10.0 0.47 8.2 150 19 0.874 7.0 ---- 10.0 3.61 ---- 0.00 0.00 8.3 10.0 0.06 0.00 7.7 17 18 58.00 5LB7R ---- 10.0 ---- ---- -4.8 1.30 8.3 ---- -9.7 4.85 8.2 150 20 0.874 30.0 ---- 10.0 ---- ---- -0.01 0.00 9.6 ---- -0.06 0.00 13.0 18 20 47.00 2B5R ---- 10.0 ---- ---- -4.8 0.85 9.6 ---- -9.7 3.20 13.0 150 11 0.874 11.0 ---- 10.0 ---- ---- -0.01 0.00 10.5 ---- -0.06 0.00 16.2 Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node Fitting Code Letters: Node Notes Pipe Notes LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z= 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 18.42 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard 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 1.505 2.00 4.00 9.00 3.00 3.00 10.00 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 1.590 2.00 9.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 2021.0.01 computer program (License No. ) 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 0.08 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 47.7 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.3 gallons. The minimum pressure at any node is 7.7 psi at node 17. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE •1 1 81.0 P 72.0 R E 63.0 S S 54.0 U R 45.0 E 36.0 P 27.0 S I 18.0 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 84.0 psi, Residual = 77.3 psi @ 2300 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 84.0 psi @ 15.0 gpm 84.0 psi @ 25.0 gpm B = Required Water Supply D = Required Water Supply 31.3 psi @ 15.0 gpm 47.7 psi @ 25.0 gpm FIRE SPRINKLER SYSTEMS, INC. 705 E. HARRISON ST. SUITE 200 CORONA, CA. RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR CAPISTRANO LA QUINTA, CA. TRACT #31910 *PLAN 3.2679 *10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 12/15/2021 File No: 32190 Data File Name: PLAN 3.2679.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: Viking Descr: VK494 Conc.Pend.(20x20) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 84.0 psi Resid: 77.3 psi F1ow:2300.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 5 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 84.0 60.8 1 20.0 18.0 13 25.0 84.0 60.8 REVIEWING AUTHORITY LA QUINTA FIRE DEPARTMENT 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 1 60.00 BG ---- -2.0 SRCE ---- 25.0 11.11 60.8 ---- 25.0 11.10 60.8 150 2 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 49.7 ---- 0.17 0.00 49.7 2 2 1.00 -7.0 -2.0 ---- ---- 25.0 0.69 49.7 ---- 25.0 0.69 49.7 150 3 0.745 0.0 ---- -2.0 ---- ---- 0.69 0.00 42.0 ---- 0.69 0.00 42.0 3 3 70.00 3L ---- -2.0 ---- ---- 25.0 1.66 42.0 ---- 25.0 1.66 42.0 150 4 1.590 27.0 ---- -2.0 ---- ---- 0.02 0.00 40.3 ---- 0.02 0.00 40.3 4 4 4.00 L ---- -2.0 ---- ---- 25.0 0.18 40.3 ---- 25.0 0.18 40.3 150 5 1.505 4.0 ---- 2.0 -5 5 0.02 1.73 38.4 5 0.02 1.73 38.4 5 5 2.00 R ---- 2.0 -5 5 20.0 0.20 38.4 5 20.0 0.20 38.4 150 6 1.101 1.0 ---- 4.0 ---- ---- 0.07 0.87 37.3 ---- 0.07 0.87 37.3 6 6 1.00 -2.5 4.0 ---- ---- 20.0 0.07 37.3 ---- 20.0 0.07 37.3 150 7 1.101 0.0 ---- 4.0 ---- ---- 0.07 0.00 34.8 ---- 0.07 0.00 34.8 7 7 6.00 2R ---- 4.0 ---- ---- 20.0 0.54 34.8 ---- 20.0 0.54 34.8 150 10 1.101 2.0 ---- 10.0 ---- ---- 0.07 2.60 31.6 ---- 0.07 2.60 31.6 8 10 7.00 L ---- 10.0 ---- ---- 20.0 2.30 31.6 ---- 20.0 2.30 31.6 150 11 0.874 4.0 ---- 10.0 ---- ---- 0.21 0.00 29.3 ---- 0.21 0.00 29.3 9 11 63.00 LBSR ---- 10.0 ---- ---- 12.7 6.81 29.3 ---- 12.7 6.82 29.3 150 12 0.874 12.0 ---- 10.0 ---- ---- 0.09 0.00 22.5 ---- 0.09 0.00 22.5 10 12 16.50 B2R ---- 10.0 ---- ---- 20.0 4.50 22.5 ---- 20.0 4.50 22.5 150 13 0.874 5.0 ---- 10.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0 11 12 28.50 L3R ---- 10.0 ---- ---- -7.3 1.14 22.5 ---- -7.3 1.14 22.5 150 14 0.874 7.0 ---- 10.0 ---- ---- -0.03 0.00 23.6 ---- -0.03 0.00 23.6 12 14 2.00 B ---- 10.0 ---- ---- 0.0 0.00 23.6 ---- 0.0 0.00 23.6 150 15 0.874 3.0 ---- 10.0 ---- ---- 0.00 0.00 23.6 ---- 0.00 0.00 23.6 13 14 18.50 2R ---- 10.0 ---- ---- -7.3 0.66 23.6 ---- -7.3 0.66 23.6 150 16 0.874 2.0 ---- 10.0 ---- ---- -0.03 0.00 24.3 ---- -0.03 0.00 24.3 14 16 4.00 LR ---- 10.0 ---- ---- 0.0 0.00 24.3 ---- 0.0 0.00 24.3 150 17 0.874 5.0 ---- 10.0 ---- ---- 0.00 0.00 24.3 ---- 0.00 0.00 24.3 15 16 7.00 B ---- 10.0 ---- ---- -7.3 0.32 24.3 ---- -7.3 0.32 24.3 150 18 0.874 3.0 ---- 10.0 ---- ---- -0.03 0.00 24.6 ---- -0.03 0.00 24.6 16 18 1.00 LB ---- 10.0 ---- ---- 0.0 0.00 24.6 ---- 0.0 0.00 24.6 150 19 0.874 7.0 ---- 10.0 ---- ---- 0.00 0.00 24.6 ---- 0.00 0.00 24.6 17 18 58.00 5LB7R ---- 10.0 ---- ---- -7.3 2.83 24.6 ---- -7.3 2.83 24.6 150 20 0.874 30.0 ---- 10.0 ---- ---- -0.03 0.00 27.5 ---- -0.03 0.00 27.5 18 20 47.00 2B5R ---- 10.0 ---- ---- -7.3 1.86 27.5 ---- -7.3 1.86 27.5 150 11 0.874 11.0 ---- 10.0 ---- ---- -0.03 0.00 29.3 ---- -0.03 0.00 29.3 Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node Fitting Code Letters: Node Notes Pipe Notes LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z= 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 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 1.505 2.00 4.00 9.00 3.00 3.00 10.00 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 1.590 2.00 9.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 2021.0.01 computer program (License No. ) 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 0.06 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 60.8 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 WATER SUPPLY CURVE •1 1 81.0 P 72.0 R E 63.0 S S 54.0 U R 45.0 E 36.0 P 27.0 S I 18.0 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 84.0 psi, Residual = 77.3 psi @ 2300 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 84.0 psi @ 25.0 gpm 84.0 psi @ 25.0 gpm B = Required Water Supply D = Required Water Supply 60.8 psi @ 25.0 gpm 60.8 psi @ 25.0 gpm CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org January 4, 2022 Fire Sprinkler Systems INC 705 E Harrison St #200 Corona, CA 92879 Re: Residential Fire Sprinkler Plan Review — CAPISTRANO — TRACT 31910 FCMP2021-0042 / MASTER PLAN 3 The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions. Contractor shall separately apply and pay fees for the various Production Home lots associated with this project as each will be handled under separate permit. Permanently marked identification signs shall be attached to all control valves. The following inspections/tests are required to be witnessed by Office of the Fire Marshal Staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure. *No jacketed electrical and data wiring shall be in contact with, nor have the potential to contact CPVC piping once insulation is installed. (b) Final inspection The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 48 hours in advance and may be arranged by calling (760)777-7131. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Kohl Hetrick - Fire Safety Specialist OFFICE USE ONLY: y REVIEW DATE: ❑ APPROVED ❑ CORRECTIONS CALIFORNIA 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 [i] SUBMITTAL # 1 ❑ REVISION # PERMIT NO. APPLICANT/OWNER INFORMATION Applicant Name: FIRE SPRINKLER SYSTEMS, INC Owner Name: D.R. HORTON Mailing Address: 705 E. HARRISON ST. #200, CORONA CA 92879 Site Address: LOT 5 / 57-435 CROWN VALLEY COURT Phone Number: 951-272-2522 Project CAPISTRANO I TRACT# 31910 /PLAN TYPE 3(2679)/29 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. CONTRACTOR INFORMATION Contractor Name: FIRE SPRINKLER SYSTEMS, INC. Contractor #: 684600 Signature: Contact Person: JAM I E B I SH I P Mailing Address: 705 E. HARRISON ST., #200 Print Name: JAMIE BISHIP City, State, Zip: CORONA, CA 92879 Phone Number: 951-272-2522 Business License #: 762890 Email Address: jamieb@firelnc.net A. APPLICATION TYPE FIRE SPRINKLER SYSTEM STORAGE TANKS ❑ NEW COMMERCIAL/INDUSTRIAL ------------ ❑ DISPENSERS ONLY HOURLY@161/HR ❑ 0-35,000 SQ FT $670 ❑ ABOVEGROUND 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 ❑ 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 $1062 ❑ OTHER HOURLY@161/HR Eacn application type includes a Technology Enhancement Fee at $5 & Records Management Fee at $10 or $21 REVISED 12/6/2019 *For permits billed at an hourly rate, these fees will be added at time of payment. Bin # City of La Quints Building 8z Safety Division P.O. Box 1504, 78-495 Calle Tampico La.Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: LOT 5 / 57-435 CROWN VALLEY COURT Owner's Name: D.R. HORTON A.P.Number: Address:2280 WARDLOW CIRCLE #100 Legal Description: MASTER PLAN TYPE 3(2679) Contractor: FIRE SPRINKLER SYSTEMS, INC City, ST, Zip: CORONA, CA 92880 pa Telephone: Address: 705 E. HARRISON ST. #200 Project Description: City, ST, Zip: CORONA, CA 92879 INSTALLATION OF RESIDENTIAL FIRE SPRINKLERS Telephone: 951-272-2522 {y r>Y "'`' 'f k4i 29 HEADS / 3,280 SF State Lic. # : 684600 City Lie. #.: 762890 Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lic. #: . ,., � z? s" Name of Contact Person: JAM I E B I S H I P Construction Type: .V_g Occupancy: R3/U Project type (eirete one): New Add'n Alter Repair Demo Sq. Ft.: 3,280 S F "St, es: 1 #Units: N/A Telephone # of Contact Person: 951-272-2522 Estimated Value of Project: $2, 900.00 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Reed TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amouat Structural Cales. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Cales. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan r' Review, ready for correctionslissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. 11.0A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review; ready for eorrectionsfissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees