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FSS2022-0026Description: NFPA 13 (LIGH HAZARD) SPRINKLER SYSTEM Type: FIRE SPRINKLER Subtype: TENANT IMPROVEMENT Status: ISSUED Applied: 1/20/2022 EPRS Approved: 2/9/2022 KHET Parcel No: 770020035 Site Address: 78134 CALLE TAMPICO STE 160 LA QUINTA,CA 92253 Subdivision: PM 35845 Block: Lot: 1 Issued: 2/9/2022 JLIM Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $4,600.00 Occupancy Type: Construction Type: Expired: 8/8/2022 JLIM No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: SUITE 160 20 ,***a. '0� Applied to Approved Approved to Issued ADDITIONAL CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL AARON HICKSON 1/28/2022 1/28/2022 RECEIVED CHECK BY MAIL FOR FEES APPLIED AS DEPOSIT. Printed: Friday, March 10, 2023 8:58:32 AM 1 of 4 WSYSiEMS NOTE KOHL HETRICK 2/2/2022 2/2/2022 Communication with General Contractor from Robert Green Residential revealed that the fire sprinkler improvements had already been installed by NP Mechanical prior to permit issuance. GC was inquiring as to perceived delays from OFM to review the fire sprinkler TI plans. I reviewed the permit application with him and showed that NP Mechanical had just recently submitted and was subject to standard 2-week review timeline, with a due date of 2/3/2022. With this information he shared that NP Mechanical had communicated that they were held up with delayed fire reviews, which have proved to not be accurate. I advised that I would be stopping by the project site to confirm the work was installed prior to permit issuance. Upon arrival at the project site, I found that the fire sprinkler TI work was completed and insulation of the ceiling trusses was already done as well. Further, the new supply connect to the overhead main for the sprinkler system below was controlled by a butterfly control valve with tamper in the "Closed" position. This butterfly control valve is not on the plans pending review and is not desired unless Fire Alarm permit is pulled to show that it will be tamper monitored. Administrative Citation will be issued to NP Mechanical for performing work prior to permit issuance. CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT Chanel Figueroa 9225 STELLAR COURT CORONA CA 92883 (951)667-4220 chanel.figueroa@ricese SUITE A rvicesinc.com CONTRACTOR N P MECHANICAL INC P O BOX 309 CORONA CA 92878 (951)667-4220 KATHY.HUEBERT@RICE SERVICESINC.COM OWNER LA QUINTA REALTY PROP 50415 VIA PUENTE LA QUINTA CA 92253 (951)667 4220 FINANCIAL •' • Printed: Friday, March 10, 2023 8:58:32 AM 2 of 4 WsYsrEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY FIRE SPRINKLER SYSTEMS - TENANT 101-0000-42420 0 $167.00 $167.00 1/28/22 R68746 021947 CHECK N P MECHANICAL INC AHI IMPROVEMENT OVER 10 HEADS FIRE SPRINKLER SYSTEMS - TENANT 101-0000-42420 0 $333.00 $333.00 1/28/22 R68746 021947 CHECK N P MECHANICAL INC AHI IMPROVEMENT OVER 10 HEADS PC Total Paid for FIRE FEES: $500.00 $500.00 RECORDS 101-0000-42416 0 $11.00 $11.00 1/28/22 R68746 021947 CHECK N P MECHANICAL INC AHI MANAGEMENT FEE Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 1/28/22 R68746 021947 CHECK N P MECHANICAL INC AHI ENHANCEMENT FEE Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:00 $516.00 SEQID INSPECTION TYPE INSPECTOR SCHEDULED CO7DATE RESULT REMARKS NOTES DATE OVERHEAD ROUGH LIN 2/16/2022 2/16/2022 APPROVED PIPING OVERHEAD HYRO LIN 2/16/2022 2/16/2022 APPROVED Printed: Friday, March 10, 2023 8:58:32 AM 3 of 4 WsYsrEMS 1ST PERMIT TECH - I PERMIT TECH 11/20/2022 I 1/21/2022 I 1/27/2022 I COMPLETE ETRAKIT (1 DAY) BUCKET BOND INFORMATION Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 1. GUEST ROOM - KING DOC 1/20/2022 Etrakit Public 1ST SUBMITTAL FIRE SUITES (MOCK UP) FIRE 1 Registration SPRINKLER PLANS SPRINKLER PLANS.pdf 2. GUEST ROOM - KING Etrakit Public 1ST SUBMITTAL FIRE SUITES (MOCK UP) FIRE DOC 1/20/2022 SPRINKLER 1 Registration SPRINKLER CALCULATIONS CALCULATIONS.pdf DOC 1/20/2022 Etrakit Public 1ST SUBMITTAL FIRE 3. FIRE FLOW TEST.pdf 1 Registration FLOW TEST FSS2022-0026- FSS2022-0026- DOC 2/9/2022 KOHL HETRICK APPROVED PLANS AND APPROVED PLANS AND 1 CALCS.pdf CALCS.pdf DOC 2/9/2022 KOHL HETRICK FSS2022-0026 - COA FSS2022-0026 - COA 1 AND JOB CARD.pdf AND JOB CARD.pdf Install prior to Issuance PHOTO 2/2/2022 KOHL HETRICK 20220202_104526.jpg 1 1 Install prior to Issuance PHOTO 2/2/2022 KOHL HETRICK 20220202_104528.jpg 1 2 Install prior to Issuance PHOTO 2/2/2022 KOHL HETRICK 20220202_104649.jpg 1 3 PHOTO 2/2/2022 KOHL HETRICK Install prior to Issuance 20220202_104658.jpg 1 4 Printed: Friday, March 10, 2023 8:58:32 AM 4 of 4 WsYsrEMS NFPA 13 GENERAL NOTESoTPaoP�Eo mi— ,q. PNOTE�TIONFNaMPAINTIMA�N�TIaNOTAPART FTNIa�NTR��T. nz SYMBOLLEGEND ® CONCEALED PENDENT SPRINKLER O CHANGE IN ELEVATION ® RISER LOCATION (PER DETAIL) OX NODE POINT FOR CALCULATION HANGER TIC DETAIL DRAWING INDEX FP1 GENERALNOTES FP2 PIPING PLAN Test hydrant:. Ul I FIRE HYDRANTQ ELEV. 44 °0 SRC 6" PVC 22' MAXI O L 12'D,I,P',-95 1 /� �02 Toa 1$„ D.I. SPRINGTIME _ nnnx� 200' MAX O O 12'DIP-87 EXISTING FIRE m ]�"'1100 rF RISER LOCATION _10 U1EXISTING BUILDING aELEVATION AT 44 N.LC. DS 6" PVC 168' MAX FF I 6'FDS 6'1= ,D.S. (13825) AREA OF —� WORK 12'D:IP , I i.DI n-7/\ HYDRAULIC REFERENCE PLAN - SCALE: N.T.S. -RISER DETAIL 5HOWN FORREFERENCEONLY STATIC: 95.9- 10%=8G.31 P51 ALL UNDERGROUND INSTALLED BYOTHERS -ALL LEN-5 TAKEN FROM BELL PUN ARE RESIDUAL 91 .1 - I O% = 81 .99 P51 OF WORST case 5ce1Maw0 FLOW: 2,050 GPM FIRE SPRINKIER55TFM TO BE CENTRALLY MONITORED BY OTHERS. FIRE ALARM PLANS BE SUBMITTED BY OTHERS AND APPROVED BY AUrF10GrvHAwNG LURISDIcnON FIRE FLOW 8' ZURN WILKIN5 35—TDA AT 51TE ENTRANCE TO BE INSTALLED BY OTHERS REMEEZEREMM 11TT.— (T—� EXISTING UNDERGROUND FIRE SERVICE DETAIL / FIRE RISER DETAIL 7 a 0 INR MECHANICAL � aNna �°wm.. 51;1_i ;m_ BUILDING SUMMARY VICINITY MAP nNaTwa nNrPE .a GUEST ROOM Qx pN„ml�wN.r ea. lro. A�nM ==—.r KING SUITE �ZLN up �Fta, FIRE FLOW TEST AYYKUVCU Riverside County Fire Department La QUINta Office of the Fire Marshal permR the? tion, deletion, mi-i.n orfaultyV Installation of e,ry requirements of Tiuk 24 or e,ry Lawl Ordinances. ConsIII shall remain ssible and exposed for inspection purposes until approved by the Fire Department. IERMIT # - FSS2022-0026 J ¢a z� W Y 0 U Q W O Z W M W U UJI Of F - 111 DO U) w .n IY Z r Y ED xOTLe A N.L pPES 10 BE I' CN'C. UNLESS OM[RMSE xpi[D - xL KUN PIR To BE 7 auc IxEss OTRNNSE xDTEO. B. ALL III DROPS TO BE I' W. UNLEEG OIHERNSE NOTED G NL AGM OMRS IO BE I' CNC UNESS OnERMSE xpRD B. AIL M.—I N BE ?fl Y!. R. E. NINCERS SIMN FOR DEFENDED NI GEES ONLY, NWGER `PMNNO TB BE PER TABLES ON WI. ALL PF11G INSuN MMM THE RCNWL BE NRMD NM REVISIONS INSUu1nN ON ME AMC 9DE OF RE PIPING M ALGID OPPROIIR OF THE FIRS P.AIUI 1BPfAAMR. RR NITA IJ EDIWN BUILDING: 1. .12 SPMIBN6 911LL NOT BE REQUIRED IN DEUNG PNRTN NIIAE ALL OF nE NLLNNG AR Mi: (1) ME TODL ROLME OF ME UNNOIE TED AILING POCKET OOfS NM — 1000 N. N. (2) ME DFPIN OF ME UNPFOTECRD MUNG POCKET OOFS NOT DDEEO J51N (3) ME EXNBE MOOR —1 THE NPRORCND IDLING ROCKET 6 PRERETED BF SPRINNFf6 AT ME LAMER 0 EOi N MUIG ELEVATION (4) ME TOR 5NE OF NL UMNNEDN CUING PDCNER IN ap RMj CUtSNFXATXIN THE S NNNANNFNI MTMN 10 R OF EACH OMER DOES NOT EXCEED 1000 N n. - G1fi (5) ME UNRB—D CEUNG POCKET Net NOMGMBISRBLE M E n— 890fi94 UNTIED-LO EsEN (E) M RSPMCE SPRINOEf6 AR UAIIiED IHROLC TOOT 1IE NIPNBILNI. �"°Ae, or cAiT�F"P 2 flIDBa SHMICRS BIN INBAMRWNS DOUR AID, THAT N B LCAMD In IN A AND UNITS. E N MET IX® SS �. H. IN ADEL AND RNT HIM NNIS LAID EBAL NmEs CaNGS R N01N)]Ia6TBIE OR UMNPLOMNAIIRIE IN1EN95 NM A B-MINE R. BANNER RATING, INCLGING ME RNUG MN OF— BUIND AND SNGRA PRELESIRE OR R8. •_ %%'a' B, 955R5 NMFNAY BtNIG SW11 NOT R ROUIINB ,NBC RERS PEI TE IMERIENTE FLOODS IN NULNSIOAf BUILDINGS MER TIE CUAWICE DOES NM EML ED ME UM6 OF 934. 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CUT IN 4"x2" GROOVED MECHANICAL T (SCH. 10) 4J2--f--- ------f— ---------f-----------f-----------f-----------f-----------f-----------f-----------8f-----------f-----------f-----------f-----------f-----------f-----------f-----------f-----------195 of ® ® SEE ENLARGED FLOOR PLAN ® ON THIS PAGE. f— — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — 195-8f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f � 0 I — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — 1957f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — -- 1-1/2" EXISTING FIRE EXISTING 4" FIRE SPRINKLER BRANCH LINES SPRINKLER RISER (TYP) 4M2— — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — 1957f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — — — — f — — — — — — — — 0 T D1 1 0 0-7 H7 ® D7 1_ O 1 1 g KING H2 SLOPE WITH UNDERSIDE D2 OFSTRUCTURE 1 H3 01.7 D3 O D8H80 1 1-8 4'.1 " 8' 0" 3' 0" 0 'C IA 0 i 00 0 rn 1 H9 6 0-8 D9 ® �7 4'-2" L. B3 I I I I I I 65 2 1-0 C�'} SIN J Cn LO 2'-62" 1 5 H10 1-7 D10 SIN GLO CP-1 SL PE WITH UNDERSIDE OFSTRUCTURE PIPE IN CONCEALED AREAS TO BE CPVC (TYP) GYP. BD. 8'-6" CLG STEEL TO CPVC COUPLING 2" SCH. 10 STEEL PIPE H4 D4 (D 1 2-7 8'-10" - 2'-1 - B1 0-6 2 5-0 B2 _ M � H5 4° D5 BATHROOM 8'-6" CLG LEXISTING EXTERIOR BUILDING WALL REMOTE AREA ROOM DESIGN METHOD .10 DENSITY / (6) HEADS EXISTING FIRE SPRINKLER ABOVE EXISTING EXTERIOR BUILDING WALL ENLARGED FLOOR PLAN - KING MODEL MOCK-UP SCALE: 1/4" = 1' EXISTING BUILDING PLAN SCALE: ans" = r-a" 0 - - q �M!F: ir> q KING C4 o 0 o o SLOPE WITH UNDERSIDEOF STRUCTURE a' Q� GYP. BD. 8'-6" CLG BUILDING SECTION SCALE: 1/4" = 1' EXISTING ROOF STRUCTURE P.O.C. CUT IN NEW 4"x2" MECHANICAL-T —NEW 2" SCH. 10 PIPE EW 1" CPVC PIPE _M I cV o �o BATHROOM 8'-6" CLG NEW CONCEALED SPRINKLER (TYP) M EXISTING 4" FIRE SPRINKLER MAIN LINE EXISTING 1-1/2" FIRE SPRINKLER BRANCH LINE EXISTING FULL HEIGHT BUILDING WALL (TYP) Sprinkler Head Schedule Symbol Count Thread K—Factor Description Note 10 1 1/2" 5.6 RELIABLE G5-56 RA3415 1/2 QR 212 BZ CC (225 SQ.FT.) ON DROP 10 = Total Number of Heads This Page HYDRAULIC INFORMATION CALC AREA 1 OCCUPANCY CLASSIFICATION LIGHT HAZARD DENSITY (gpm/ft2) .10 for 225ft2 TOTAL HOSE STREAMS 100 TOTAL HEADS FLOWING 6 K-FACTOR 5.6 TOTAL WATER REQUIRED 246.179 TOTAL PRESSURE REQUIRED 50.567 BASE OF RISER (gpm) 146.179 BASE OF RISER (psi) 44.712 SAFETY MARGIN (psi) 35.658 NOTES: A. ALL PIPES TO BE 1" CPVC, UNLESS OTHERWISE NOTED. - ALL MAIN PIPE TO BE 2" CPVC UNLESS OTHERWISE NOTED. B. ALL HEAD DROPS TO BE 1" CPVC, UNLESS OTHERWISE NOTED. C. ALL ARM OVERS TO BE 1" CPVC UNLESS OTHERWISE NOTED. D. ALL HEAD SPACING TO BE 225 SQ. FT. E. HANGERS SHOWN FOR REFERENCE PURPOSES ONLY, HANGER SPACING TO BE PER TABLES ON FP1. ALL PIPING INSTALLED WITHIN THE ATTIC SHALL BE PROVIDED WITH INSULATION ON THE ATTIC SIDE OF THE PIPING TO AVOID EXPOSURE OF THE PIPES RATED TEMPERATURE. PER NFPA 13 EDITION EXCLUDING: 1. 8.8.7.2 SPRINKLERS SHALL NOT BE REQUIRED IN CEILING POCKETS WHERE ALL OF THE FOLLOWING ARE MET: (1) THE TOTAL VOLUME OF THE UNPROTECTED CEILING POCKET DOES NOT EXCEED 1000 CU. FT. (2) THE DEPTH OF THE UNPROTECTED CEILING POCKET DOES NOT EXCEED 36 IN. (3) THE ENTIRE FLOOR UNDER THE UNPROTECTED CEILING POCKET IS PROTECTED BY SPRINKLERS AT THE LOWER CEILING ELEVATION (4) THE TOTAL SIZE OF ALL UNPROTECTED CEILING POCKETS IN THE SAME COMPARTMENT WITHIN 10 FT OF EACH OTHER DOES NOT EXCEED 1000 CU. FT. (5) THE UNPROTECTED CEILING POCKET HAS NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE FINISHES. (6) QUICK RESPONCE SPRINKLERS ARE UTILIZED THROUGHOUT THE COMPARTMENT. 2. 8.15.8.1.1 SPRINKERS SHALL NOT BE REQUIRED IN BATHROOMS THAT ARE LOCATED WITHIN DWELLING UNITS, THAT DO NOT EXCEED 55 SQ. FT. IN AREA, AND THAT HAVE WALLS AND CEILINGS OF NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE MATERIALS WITH A 15-MINUTE THERMAL BARRIER RATING, INCLUDING THE WALLS AND CEILINGS BEHIND ANY SHOWER ENCLOSURE OR TUB. LICENSE NO. 890694 • CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL • DESIGN, ENGINEERING AND INSTALLATION • 9225 STELLAR COURT SUITE A CORONA, CA 92883 PH - 951-667-4220 FAX - 951-667-4216 • 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 NP Mechanical, Inc. and that any use of this set of plans is prohibited and Is a violation of copyright laws without first receiving permission from NP Mechanical, Inc. BUILDING SUMMARY OCCUPANCY: R-1 CONSTRUCTION TYPE: V-B GUEST ROOM KING SUITE MOCK UP 78134 CALLE TAMPICO LA QUINTA,CA 92253 SUITE 160 AHJ: RIVERSIDE COUNTY J Q^ Z L DU .a (I)O Ip L 75 Q J co L.L w W � � W � r�, v � G0 � W �J L L D C� L 00 ��^^ v! 00 Z REVISIONS NO. I DATE I DESCRIPTION C1 I ON Q � CLASSIFICATION 9n� C-16 LICENSE NO. LP 890694 PAGE NAME: PIPING PLAN DATE 1-20-21 DESIGNER U.S. SHEET SIZE 30" X 42" IF SHEET IS LESS THAN 30" X 42" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SCALE: 3/16°=V-0" 3. 9.3.5.8.5 FOUR-WAY BRACING SHALL NOT BE REQUIRED WHERE RISERS PENETRATE INTERMEDIATE FLOORS IN MULTISTORY BUILDINGS WHERE THE CLEARANCE DOES NOT EXCEED THE LIMITS OF 9.3.4. FP2 Q+s ti DomestiF Water System Flow Analysis 75515 Hovley Lane East Palm Desert, CA 92211 Domestic Water System Flow Analysis (Hydraulic Model) GEO 06-07-06-2 PZ 21-12852 Requested By: NP MECHANICAL Date: 11-11-2021 Address: 9129 STELLAR CT. CORONA, APN: 770-020-008 CA, 92883 Req. Fire Flow: 1500 gpm at 20psi for 2 hours. Contact Name: ALBERT RUBIO Project Name: GUEST ROOMS LA QUINTA Phone: 951-667-4220 Email: albert.rubio@riceservicesinc.com Cell: Domestic Water System CORNER OF DESERT CLUB DR. AND SPRINGTIME WAY, LA QUINTA Flow Analysis Location: Model Information Flow Analysis Description CVWD Domestic Water ' Requested • 4 Flow Elevation (Ft): 44 None system flow available withoutexceeding Steady State, Dynamic (psi): 95.9 Residual Pressure (psi): 91.1 Fire Flow Tested (gpm): 2,050 N/A CVWD's Combined Total: N/A criteria. Tested Model Junction: .J22675 Duration: 2 hours Demand conditions: Peak Day Demand (PDD) Reservoir No./Level (s): Reservoir 6630/27.5' Pumps Operating No's: pumps On Pressure Zone and HGL: Lower La Quinta (235') Model: CVWD DOMESTICWATER 2020UPDATE 092221 Comments: The domestic water system is capable of providing 2,050 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. 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Revision: 50.54.2 NP MECHANICAL KING - MOCK UP Page 1 Date 1 /20/22 Hydraulic Design Information Sheet Name - KING - MOCK UP Date - 1/20/22 Location - LA QUINTA Building - System No. - REMOTE AREA Contractor - NP MECHANICAL Contract No. - Calculated By - U.S. Drawing No. - Construction: ( ) Combustible ( ) Non -Combustible Ceiling Height - 10'-0" Occupancy - LIGHT HAZARD S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other ROOM DESIGN METHOD T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1350 System Type Sprinkler/Nozzle Density - .10 (X) Wet Make RELIABLE D Area Per Sprinkler - 225 ( ) Dry Model G5-56 E Elevation at Highest Outlet - ( ) Deluge Size 1/2 S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.165 G Hose Allowance - Outside - 100 N Note Calculation Flow Required - 146.179 Press Required - 44.712 BR Summary C-Factor Used: 150 Overhead 140 Underground W A T E R S U P P L Y Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - 12-22-21 Cap. - Time of Test - Rated Cap.- Elev.- Static Press - 86.31 @ Press - Residual Press - 81.99 Elev. - Well Flow - 2,050 Proof Flow Elevation - 44 Location - Source of Information - C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % M S R T A O C R K A G E Rack ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non ( ) Mult. Row ( ) Open Shelf Flue Spacing Longitudinal Horizontal Barriers Provided: Clearance:Storage to Ceiling Transverse Computer Programs by Hydratec Inc. Revision: 50.54.2 Water Supply Curve C NP MECHANICAL KING - MOCK UP Page 2 Date 1 /20/22 City Water Supply: Demand: C1 - Static Pressure : 86.31 D1 - Elevation 5.594 C2 - Residual Pressure: 81.99 D2 - System Flow : 146.179 C2 - Residual Flow 2050 D2 - System Pressure 50.567 Hose ( Demand ) : 100 D3 - System Demand : 246.179 Safety Margin 35.658 150 140 130 P 120 R 110 E 100 S 90 2 S 80 U 70 R 60 D2 E 50 D 40 30 20 10 1 300 600 900 1200 1500 1800 2100 2400 2700 FLOW (N 11 1.85) Computer Programs by Hydratec Inc. Revision: 50.54.2 Fittings Used Summary NP MECHANICAL KING - MOCK UP Page Date 3 1/20/22 Fitting Legend Abbrev. Name '/2 3/4 1 1'/4 1'/2 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 C Roll Groove Coupling 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N* CPVC 90'EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Y Mechanical Tee 2 4 5 6 8 10.5 12.5 15.5 0 22 0 0 0 0 0 0 0 0 0 0 Zic Wilkins 350ADA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.54.2 Flow Summary - NFPA NP MECHANICAL KING - MOCK UP Page 4 Date 1 /20/22 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 86.31 81.99 2050.0 86.224 246.18 50.567 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H1 10.083 18.96 H2 9.917 5.6 17.69 23.55 H3 9.667 5.6 18.68 24.2 H4 8.5 5.6 21.83 26.16 H5 8.5 30.61 H6 10.083 17.22 H7 9.917 5.6 16.14 22.5 H8 9.667 5.6 17.07 23.14 H9 8.5 5.6 22.6 26.62 H10 8.5 30.94 D1 11.083 18.53 D2 10.917 17.99 1 10.917 18.6 D3 10.667 19.02 2 10.667 19.67 D4 10.417 21.99 3 10.417 22.84 D5 10.167 29.89 B 1 10.333 29.82 B2 10.333 29.82 D6 11.083 16.79 D7 10.917 16.39 4 10.917 16.86 D8 10.667 17.35 5 10.667 17.85 D9 10.417 22.8 6 10.417 23.46 D10 10.167 30.22 B3 10.333 30.15 B4 10.333 30.89 B5 10.333 31.99 B6 15.333 31.54 4A1 15.333 33.7 4131 15.333 33.7 4132 15.333 33.7 4C 1 15.333 33.7 4C2 15.333 33.7 4D1 15.333 35.06 4D2 15.333 33.7 4E1 15.333 35.06 4E2 15.333 33.7 4F1 15.333 35.07 Computer Programs by Hydratec Inc. Revision: 50.54.2 Flow Summary - NFPA NP MECHANICAL KING - MOCK UP Node Tag Elevation Node Type NODE ANALYSIS (cont.) Pressure Discharge at Node at Node 4F2 15.333 33.7 4G 1 15.333 35.08 4G2 15.333 33.7 41-11 15.333 35.11 41-12 15.333 33.69 411 15.333 35.16 412 15.333 33.69 B7 15.333 33.69 4,11 15.333 35.22 4,12 15.333 33.7 4K1 15.333 35.3 4K2 15.333 33.7 41-1 15.333 35.41 41-2 15.333 33.7 TR 15.333 35.54 4M1 15.333 35.54 4M2 15.333 33.7 BR 2.0 44.71 100 -3.0 46.9 DC1 -3.0 47.37 DC2 -3.0 47.42 DC3 -3.0 50.35 DC4 -3.0 50.39 101 -3.0 50.48 102 -3.0 50.49 103 -3.0 50.49 SRC -3.0 50.57 100.0 Page 5 Date 1 /20/22 Notes Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen -Williams NP MECHANICAL KING - MOCK UP Page 6 Date 1/20/22 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H 1 10.083 0.0 1 N 7.0 1.000 150 18.964 to 0.0 7.000 -0.433 D1 11.083 0.0 1.101 0.0 8.000 -0.0001 -0.001 Vel = 0 0.0 D1 0.0 18.530 K Factor = 0 H2 9.917 5.60 23.55 1 N 7.0 1.000 150 17.685 to 0.0 7.000 -0.433 D2 10.917 23.55 1.101 0.0 8.000 0.0921 0.737 Vel = 7.94 0.0 D2 23.55 17.989 K Factor = 5.55 H3 9.667 5.60 24.20 1 N 7.0 1.000 150 18.682 to 0.0 7.000 -0.433 D3 10.667 24.2 1.101 0.0 8.000 0.0969 0.775 Vel = 8.16 0.0 D3 24.20 19.024 K Factor = 5.55 H4 8.500 5.60 26.16 1 N 7.0 1.917 150 21.827 to 0.0 7.000 -0.830 D4 10.417 26.16 1.101 0.0 8.917 0.1118 0.997 Vel = 8.82 0.0 D4 26.16 21.994 K Factor = 5.58 H5 8.500 0.0 1 N 7.0 1.667 150 30.611 to 0.0 7.000 -0.722 D5 10.167 0.0 1.101 0.0 8.667 0 0.0 Vel = 0 0.0 D5 0.0 29.889 K Factor = 0 H6 10.083 0.0 1 N 7.0 1.000 150 17.220 to 0.0 7.000 -0.433 D6 11.083 0.0 1.101 0.0 8.000 0 0.0 Vel = 0 0.0 D6 0.0 16.787 K Factor = 0 H7 9.917 5.60 22.50 1 N 7.0 1.000 150 16.143 to 0.0 7.000 -0.433 D7 10.917 22.5 1.101 0.0 8.000 0.0846 0.677 Vel = 7.58 0.0 D7 22.50 16.387 K Factor = 5.56 H8 9.667 5.60 23.14 1 N 7.0 1.000 150 17.072 to 0.0 7.000 -0.433 D8 10.667 23.14 1.101 0.0 8.000 0.0891 0.713 Vel = 7.80 0.0 D8 23.14 17.352 K Factor = 5.56 H9 8.500 5.60 26.62 1 N 7.0 1.917 150 22.601 to 0.0 7.000 -0.830 D9 10.417 26.62 1.101 0.0 8.917 0.1154 1.029 Vel = 8.97 0.0 D9 26.62 22.800 K Factor = 5.57 H 10 8.500 0.0 1 N 7.0 1.667 150 30.939 to 0.0 7.000 -0.722 D10 10.167 0.0 1.101 0.0 8.667 0 0.0 Vel = 0 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen -Williams NP MECHANICAL Page 7 KING - MOCK UP Date 1/20/22 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 D10 0.0 30.217 K Factor = 0 D1 11.083 0.0 1 R 1.0 6.167 150 18.530 to 0.0 1.000 0.072 1 10.917 0.0 1.101 0.0 7.167 0 0.0 Vel = 0 0.0 1 0.0 18.602 K Factor = 0 D2 10.917 23.55 1 O 5.0 1.667 150 17.989 to 0.0 5.000 0.0 1 10.917 23.55 1.101 0.0 6.667 0.0919 0.613 Vel = 7.94 1 10.917 0.0 1 R 1.0 9.417 150 18.602 to 0.0 1.000 0.108 2 10.667 23.55 1.101 0.0 10.417 0.0922 0.960 Vel = 7.94 0.0 2 23.55 19.670 K Factor = 5.31 D3 10.667 24.20 1 O 5.0 1.667 150 19.024 to 0.0 5.000 0.0 2 10.667 24.2 1.101 0.0 6.667 0.0969 0.646 Vel = 8.16 2 10.667 23.56 1 R 1.0 8.000 150 19.670 to 0.0 1.000 0.108 3 10.417 47.76 1.101 0.0 9.000 0.3404 3.064 Vel = 16.09 0.0 3 47.76 22.842 K Factor = 9.99 D4 10.417 26.16 1 O 5.0 2.583 150 21.994 to 0.0 5.000 0.0 3 10.417 26.16 1.101 0.0 7.583 0.1118 0.848 Vel = 8.82 3 10.417 47.76 1 O 5.0 4.083 150 22.842 to 0.0 5.000 0.036 B2 10.333 73.92 1.101 0.0 9.083 0.7640 6.939 Vel = 24.91 0.0 B2 73.92 29.817 K Factor = 13.54 D5 10.167 0.0 1 O 5.0 4.250 150 29.889 to 0.0 5.000 -0.072 131 10.333 0.0 1.101 0.0 9.250 0 0.0 Vel = 0 131 10.333 0.0 2 R 1.0 0.500 150 29.817 to 0.0 1.000 0.0 B2 10.333 0.0 2.003 0.0 1.500 0 0.0 Vel = 0 B2 10.333 73.92 2 R 1.0 6.917 150 29.817 to 0.0 1.000 0.0 B3 10.333 73.92 2.003 0.0 7.917 0.0414 0.328 Vel = 7.53 0.0 B3 73.92 30.145 K Factor = 13.46 D6 11.083 0.0 1 R 1.0 6.167 150 16.787 to 0.0 1.000 0.072 4 10.917 0.0 1.101 0.0 7.167 0 0.0 Vel = 0 0.0 4 0.0 16.859 K Factor = 0 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen -Williams NP MECHANICAL Page 8 KING - MOCK UP Date 1/20/22 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf D7 10.917 22.50 1 O 5.0 0.583 150 16.387 to 0.0 5.000 0.0 4 10.917 22.5 1.101 0.0 5.583 0.0845 0.472 Vel = 7.58 4 10.917 0.0 1 R 1.0 9.417 150 16.859 to 0.0 1.000 0.108 5 10.667 22.5 1.101 0.0 10.417 0.0847 0.882 Vel = 7.58 0.0 5 22.50 17.849 K Factor = 5.33 D8 10.667 23.14 1 O 5.0 0.583 150 17.352 to 0.0 5.000 0.0 5 10.667 23.14 1.101 0.0 5.583 0.0890 0.497 Vel = 7.80 5 10.667 22.50 1 T 9.563 8.000 150 17.849 to 0.0 9.562 0.108 6 10.417 45.64 1.101 0.0 17.562 0.3131 5.498 Vel = 15.38 0.0 6 45.64 23.455 K Factor = 9.42 D9 10.417 26.62 1 O 5.0 0.667 150 22.800 to 0.0 5.000 0.0 6 10.417 26.62 1.101 0.0 5.667 0.1156 0.655 Vel = 8.97 6 10.417 45.64 1 O 5.0 4.083 150 23.455 to 0.0 5.000 0.036 B3 10.333 72.26 1.101 0.0 9.083 0.7326 6.654 Vel = 24.35 0.0 B3 72.26 30.145 K Factor = 13.16 D10 10.167 0.0 1 N 7.0 7.000 150 30.217 to O 5.0 12.000 -0.072 B3 10.333 0.0 1.101 0.0 19.000 0 0.0 Vel = 0 B3 10.333 146.18 2 R 1.0 4.083 150 30.145 to 0.0 1.000 0.0 B4 10.333 146.18 2.003 0.0 5.083 0.1464 0.744 Vel = 14.88 B4 10.333 0.0 2 E 6.153 1.000 120 30.889 to 0.0 6.153 0.0 B5 10.333 146.18 2.157 0.0 7.153 0.1541 1.102 Vel = 12.83 B5 10.333 0.0 2 E 6.153 5.000 120 31.991 to 0.0 6.153 -2.166 B6 15.333 146.18 2.157 0.0 11.153 0.1541 1.719 Vel = 12.83 B6 15.333 0.0 2 Y 12.922 1.000 120 31.544 to 0.0 12.922 0.0 B7 15.333 146.18 2.157 0.0 13.922 0.1541 2.146 Vel = 12.83 0.0 B7 146.18 33.690 K Factor = 25.18 4A1 15.333 0.0 1.5 E 4.95 195.667 120 33.700 to 0.0 4.950 6.641 4A2 0 0.0 1.682 0.0 200.617 0 0.0 Vel = 0 0.0 4A2 0.0 40.341 K Factor = 0 4A1 15.333 0.0 4 T 26.334 4.000 120 33.700 to 0.0 26.334 0.0 461 15.333 0.0 4.26 0.0 30.334 0 0.0 Vel = 0 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen -Williams NP MECHANICAL Page 9 KING - MOCK UP Date 1/20/22 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 4131 15.333 0.0 1.5 T 9.9 195.667 120 33.700 to 0.0 9.900 0.0 4132 15.333 0.0 1.682 0.0 205.567 0 0.0 Vel = 0 4B2 15.333 0.0 4 E 13.167 4.000 120 33.700 to 0.0 13.167 6.641 4A2 0 0.0 4.26 0.0 17.167 0 0.0 Vel = 0 0.0 4A2 0.0 40.341 K Factor = 0 41131 15.333 0.0 4 T 26.334 4.000 120 33.700 to 0.0 26.334 0.0 4C1 15.333 0.0 4.26 0.0 30.334 0 0.0 Vel = 0 4C1 15.333 0.0 1.5 T 9.9 195.667 120 33.700 to 0.0 9.900 0.0 4C2 15.333 0.0 1.682 0.0 205.567 0 0.0 Vel = 0 4C2 15.333 0.0 4 0.0 4.000 120 33.700 to 0.0 0.0 0.0 41132 15.333 0.0 4.26 0.0 4.000 0 0.0 Vel = 0 0.0 41132 0.0 33.700 K Factor = 0 4D1 15.333 -13.84 1.5 T 9.9 195.667 120 35.058 to 0.0 9.900 0.0 4D2 15.333 -13.84 1.682 0.0 205.567 -0.0066 -1.358 Vel = 2.00 4D2 15.333 13.84 4 0.0 4.000 120 33.700 to 0.0 0.0 0.0 4C2 15.333 0.0 4.26 0.0 4.000 0 0.0 Vel = 0 0.0 4C2 0.0 33.700 K Factor = 0 4D1 15.333 13.84 4 T 26.334 4.000 120 35.058 to 0.0 26.334 0.0 4E1 15.333 13.84 4.26 0.0 30.334 0.0001 0.002 Vel = 0.31 4E1 15.333 -27.69 1.5 T 9.9 195.667 120 35.060 to 0.0 9.900 0.0 4E2 15.333 -13.85 1.682 0.0 205.567 -0.0066 -1.360 Vel = 2.00 4E2 15.333 27.69 4 0.0 4.000 120 33.700 to 0.0 0.0 0.0 4D2 15.333 13.84 4.26 0.0 4.000 0 0.0 Vel = 0.31 0.0 4D2 13.84 33.700 K Factor = 2.38 4E1 15.333 27.69 4 T 26.334 4.000 120 35.060 to 0.0 26.334 0.0 4F1 15.333 27.69 4.26 0.0 30.334 0.0003 0.008 Vel = 0.62 4F1 15.333 -41.59 1.5 T 9.9 195.667 120 35.068 to 0.0 9.900 0.0 4F2 15.333 -13.9 1.682 0.0 205.567 -0.0067 -1.369 Vel = 2.01 4F2 15.333 41.59 4 0.0 4.000 120 33.699 to 0.0 0.0 0.0 4E2 15.333 27.69 4.26 0.0 4.000 0.0002 0.001 Vel = 0.62 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen -Williams NP MECHANICAL Page 10 KING - MOCK UP Date 1/20/22 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 4E2 27.69 33.700 K Factor = 4.77 4F1 15.333 41.60 4 T 26.334 4.000 120 35.068 to 0.0 26.334 0.0 4G1 15.333 41.6 4.26 0.0 30.334 0.0006 0.017 Vel = 0.94 4G1 15.333 -55.61 1.5 T 9.9 195.667 120 35.085 to 0.0 9.900 0.0 4G2 15.333 -14.01 1.682 0.0 205.567 -0.0068 -1.388 Vel = 2.02 4G2 15.333 55.61 4 0.0 4.000 120 33.697 to 0.0 0.0 0.0 4F2 15.333 41.6 4.26 0.0 4.000 0.0005 0.002 Vel = 0.94 0.0 4F2 41.60 33.699 K Factor = 7.17 4G1 15.333 55.60 4 T 26.334 4.000 120 35.085 to 0.0 26.334 0.0 4H1 15.333 55.6 4.26 0.0 30.334 0.0009 0.028 Vel = 1.25 4H1 15.333 -69.78 1.5 T 9.9 195.667 120 35.113 to 0.0 9.900 0.0 4H2 15.333 -14.18 1.682 0.0 205.567 -0.0069 -1.420 Vel = 2.05 4H2 15.333 69.78 4 0.0 4.000 120 33.693 to 0.0 0.0 0.0 4G2 15.333 55.6 4.26 0.0 4.000 0.0010 0.004 Vel = 1.25 0.0 4G2 55.60 33.697 K Factor = 9.58 4H1 15.333 69.78 4 T 26.334 4.000 120 35.113 to 0.0 26.334 0.0 411 15.333 69.78 4.26 0.0 30.334 0.0014 0.043 Vel = 1.57 411 15.333 -84.19 1.5 T 9.9 195.667 120 35.156 to 0.0 9.900 0.0 412 15.333 -14.41 1.682 0.0 205.567 -0.0071 -1.463 Vel = 2.08 412 15.333 -61.99 4 0.0 2.000 120 33.693 to 0.0 0.0 0.0 B7 15.333 -76.4 4.26 0.0 2.000 -0.0015 -0.003 Vel = 1.72 B7 15.333 146.18 4 0.0 2.000 120 33.690 to 0.0 0.0 0.0 4H2 15.333 69.78 4.26 0.0 2.000 0.0015 0.003 Vel = 1.57 0.0 4H2 69.78 33.693 K Factor = 12.02 411 15.333 84.19 4 T 26.334 4.000 120 35.156 to 0.0 26.334 0.0 4J 1 15.333 84.19 4.26 0.0 30.334 0.0020 0.062 Vel = 1.90 4J 1 15.333 -98.90 1.5 T 9.9 195.667 120 35.218 to 0.0 9.900 0.0 4,12 15.333 -14.71 1.682 0.0 205.567 -0.0074 -1.520 Vel = 2.12 4,12 15.333 -47.28 4 0.0 4.000 120 33.698 to 0.0 0.0 0.0 412 15.333 -61.99 4.26 0.0 4.000 -0.0012 -0.005 Vel = 1.40 0.0 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen -Williams NP MECHANICAL Page 11 KING - MOCK UP Date 1/20/22 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 412 -61.99 33.693 K Factor = -10.68 4,11 15.333 98.90 4 T 26.334 4.000 120 35.218 to 0.0 26.334 0.0 4K1 15.333 98.9 4.26 0.0 30.334 0.0027 0.082 Vet = 2.23 4K1 15.333 -114.02 1.5 T 9.9 195.667 120 35.300 to 0.0 9.900 0.0 4K2 15.333 -15.12 1.682 0.0 205.567 -0.0078 -1.599 Vel = 2.18 41K2 15.333 -32.16 4 0.0 4.000 120 33.701 to 0.0 0.0 0.0 4J2 15.333 -47.28 4.26 0.0 4.000 -0.0008 -0.003 Vel = 1.06 0.0 4J2 -47.28 33.698 K Factor = -8.14 4K1 15.333 114.02 4 T 26.334 4.000 120 35.300 to 0.0 26.334 0.0 4L1 15.333 114.02 4.26 0.0 30.334 0.0036 0.108 Vel = 2.57 41_1 15.333 -129.67 1.5 T 9.9 195.667 120 35.408 to 0.0 9.900 0.0 4L2 15.333 -15.65 1.682 0.0 205.567 -0.0083 -1.706 Vel = 2.26 4L2 15.333 -16.51 4 0.0 4.000 120 33.702 to 0.0 0.0 0.0 4K2 15.333 -32.16 4.26 0.0 4.000 -0.0002 -0.001 Vel = 0.72 0.0 4K2 -32.16 33.701 K Factor = -5.54 4L1 15.333 129.67 4 T 26.334 3.250 120 35.408 to 0.0 26.334 0.0 TR 15.333 129.67 4.26 0.0 29.584 0.0045 0.132 Vel = 2.92 TR 15.333 -146.18 4 E 13.167 0.750 120 35.540 to 0.0 13.167 0.0 4M1 15.333 -16.51 4.26 0.0 13.917 -0.0001 -0.001 Vet = 0.37 4M1 15.333 0.0 1.5 E 4.95 195.667 120 35.539 to 0.0 4.950 0.0 41VI2 15.333 -16.51 1.682 0.0 200.617 -0.0092 -1.837 Vel = 2.38 41VI2 15.333 0.0 4 0.0 4.000 120 33.702 to 0.0 0.0 0.0 4L2 15.333 -16.51 4.26 0.0 4.000 0 0.0 Vel = 0.37 0.0 4L2 -16.51 33.702 K Factor = -2.84 TR 15.333 146.18 4 2C 2.633 13.000 120 35.540 to S 28.968 57.935 8.775 * * Fixed Loss = 3 BR 2 146.18 4.26 B 15.8 70.935 0.0056 0.397 Vel = 3.29 2F 10.534 Fsp 0.0 0.0 BR 146.18 44.712 K Factor = 21.86 BR 2 146.18 6 E 21.583 5.000 150 44.712 to 0.0 21.583 2.166 100 -3 146.18 6.09 0.0 26.583 0.0006 0.017 Vel = 1.61 100 -3 H100 100.00 6 5E 107.915 168.000 150 46.895 to 0.0 107.915 0.0 DC1 -3 246.18 6.09 0.0 275.915 0.0017 0.471 Vet = 2.71 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen -Williams NP MECHANICAL Page 12 KING - MOCK UP Date 1/20/22 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf DC1 -3 0.0 6 E 15.101 5.000 120 47.366 to 0.0 15.101 0.0 DC2 -3 246.18 6.16 0.0 20.101 0.0024 0.049 Vel = 2.65 DC2 -3 0.0 6 Zic 0.0 10.000 140 47.415 to 0.0 0.0 2.912 * * Fixed Loss = 2.912 DC3 -3 246.18 6.16 0.0 10.000 0.0018 0.018 Vel = 2.65 DC3 -3 0.0 6 E 20.084 5.000 140 50.345 to 0.0 20.084 0.0 DC4 -3 246.18 6.16 0.0 25.084 0.0018 0.046 Vel = 2.65 DC4 -3 0.0 6 T 43.037 7.000 140 50.391 to 0.0 43.037 0.0 101 -3 246.18 6.16 0.0 50.037 0.0018 0.092 Vel = 2.65 101 -3 0.0 18 3E 280.134 200.000 140 50.483 to 0.0 280.134 0.0 102 -3 246.18 18.49 0.0 480.134 0 0.004 Vel = 0.29 102 -3 0.0 12 E 42.195 41.000 140 50.487 to 0.0 42.195 0.0 103 -3 246.18 12.34 0.0 83.195 0.0001 0.005 Vel = 0.66 103 -3 0.0 6 E 21.583 22.000 150 50.492 to 0.0 21.583 0.0 SRC -3 246.18 6.09 0.0 43.583 0.0017 0.075 Vel = 2.71 0.0 SRC 246.18 50.567 K Factor = 34.62 Computer Programs by Hydratec Inc. Revision: 50.54.2 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 February 9, 2022 N P Mechanical Inc 9225 Stellar Court #A Corona, CA 92883 Re: TI Fire Sprinkler Plan Review — TALUS - MODEL ROOM FSS2022-0026 / 78134 CALLE TAMPICO #160, LA QUINTA, CA 92253 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. The following inspections/tests are required to be witnessed by the Office of the Fire Marshal staff: 1) Overhead Rough: All installed/relocated piping must be visible. 2) Final inspection: All trim is in place, 5-Year certification is current. New/added heads shall be included in the spare head box compliment. *Water -flow signal test may be performed during the Final Inspection. All persons performing work on the automatic fire sprinkler system shall be Certified Sprinkler Fitters or Registered with the State Fire Marshal for Apprentice or Trainee classification. 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 i6RIVERSIDE COUNTY FIRE PROTECTION PLANNING RECORD OF INSPECTIONS / PERMIT CARD ai�Cv uGKCv THIS CARD IS TO REMAIN ON SITE AT ALL TIMES.—CALIFORNIA INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE. JOB ADDRESS: 78134 CALLE TAMPICO #160 PERMIT#: FSS2022-0026 AT ED: 2/9/2022 DESCRIPTION: TALUS — MODEL ROOM — TI SPK CONTRACTOR: N P MECHANICAL INC HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS Thrust block pre -pour Door fan test UG rough piping Abort test UG hydro Mechanical shutdown Flush Detector test Final IF Deluge/pre-action SPRINKLER U.G. Final EF Thrust block pre -pour UST/AST TANK UG rough piping Installation UG hydro Removal Flush Emergency shut off Final IF Primary piping FIRE SPRINKLER Secondary piping Weld inspection Dispensers & shear valves Overhead rough piping Final E F Overhead hydro MISC. INSPECTIONS UG flush / OK to connect Spray booths Main drain/inspectors' test Hood/duct extinguishing High pile storage High pile rack storage In -rack sprinklers H.P. vents/access/corridors Hose racks Tract access/hydrant verification Final E F Access & Address verification HOOD EXTINGUISHING OTHER CONST. PERMIT Detection system Function test Gas/electrical shut-off Nozzle model/placement Fire alarm connection Final e F SPRAY BOOTHS FIRE CODE PERMIT(S) Installation Air flow test Mechanical interlock Extinguishing system Fire alarm connection Final e F FIRE ALARM KNOX SYSTEM Rough -wire inspection Building Knox box Function test Gate access Knox box/padlock Duct detectors/velocity BUILDING INSPECTIONS 24 hr. battery test T/I final Sprinkler monitoring Shell final Final F' Final for occupancy FINAL INSPECTION DATE: INSPECTORS SIGNATURE: **WHEN CALLING FOR AN INSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ON REVERSE SIDE- 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131 INSPECTION NOTES 1. Sway bracing and hangers will be inspected at the time of rough piping inspection. 2. All required hydrostatic pressure tests shall maintain 200 psi for a 2-hour duration. (EX: Residential Fire Sprinkler Systems) 3. Fire sprinkler system remodels: if indicated on plans or this card, a hydrostatic pressure test shall be required. 4. All underground joints and thrusts blocks shall be exposed and readily visible during the hydrostatic test. 5. Contractor shall supply all testing equipment, access and operating instructions at time of test. 6. All systems shall be inspected, tested, and approved by a Fire Inspector before any work is started that may cause the affected system to be covered or hidden. POLICIES ON FIELD INSPECTIONS A. INSPECTION REQUESTS: Inspections are made subject to availability. Please have the permit number available when scheduling inspections. For City of La Quinta inspections call: (760) 777-7131. B. APPROVED PLANS: Shall be kept on the job site at all times that work is in progress. Work shall NOT commence without approved plans. C. INSPECTION REQUESTS: As required by the California Fire Code, the appropriate installing contractor shall be required to schedule the necessary inspections and be present on site for inspections. D. RE -INSPECTIONS: Will be charged against a permit when an inspection has failed, is not ready, the responsible party not on site or where previously noted corrections have not been completed. E. COMMODITIES: Unless otherwise noted on approved plans or letter of conditions, no commodities shall be entered into the structure until clearance has been granted by the Fire Dept and Building Official. F. OCCUPANCY: Buildings shall NOT be occupied by persons other than construction workers until a Final Fire Clearance has been granted by the Fire Dept and a Certificate for Occupancy has been issued by the Building Official. INSPECTION NOTES: THIS CARD IS REQURIED TO BE POSTED AT THE CONSTRUCTION SITE. THIS CARD AND APPROVED PLANS MUST BE AVAILABLE AT THE CONSTRUCTION SITE FOR ALL INSPECTIONS. THIS PERMIT SHALL EXPIRE AND BECOME NULL AND VOID IF THE WORK AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS OR MORE. THIS PERMIT IS FOR FIRE DEPARTMENT APPROVAL ONLY AND DOES NOT INTEND TO ABROGATE MORE RESTRICTIVE REQUIREMENTS OF OTHER AGENCIES HAVING RESPONSIBILITY. 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131