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FSS2022-0047Description: TI - SHELL (BCOM2021-0038) Type: FIRE SPRINKLER (WEB) Subtype: Status: FINALED Applied: 2/9/2022 EPRS COMMERCIAL/INDUSTRIAL Approved: 2/26/2022 KHET Parcel No: 643020046 Site Address: 78945 HIGHWAY 111 LA QUINTA,CA 92253 Subdivision: PM 32683-1 Block: Lot: 2 Issued: 3/2/2022 AMA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 10/21/2022 LRO Valuation: $13,780.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: q�� • 7CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES RECEIVED EMAIL: Inspector Hetrick, Please see attached... Kind Regards, E-MAIL KOHL HETRICK 8/2/2022 8/2/2022 Michael Wilson Senior Project Manager mikew@adfiresprinklers.com 714-329-9775 *x3 Pictures showing the Sprinkler fitter cards for the 2 man crew that did the actual work. Sprinkler Fitter Richard Cortez (Current) Apprentice Alex Valencia Q) Printed: Monday, April 03, 2023 9:22:28 AM 1 of 5 RWsYsrEMS CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT JR TOPINIO 1601 W Orangewood Orange CA 92868 (858)277-3473 wtopinio@adfiresprink ave lers.com CONTRACTOR H C WEST LLC dba A & D FIRE 7130 CONVOY COURT SAN DIEGO CA 92111 (858)277-3473 ZCHAVEZ@ADFIRESPRI NKLERS.COM OWNER SM LA QUINTA 80618 DECLARATION INDIO CA 92253 (858)277-3473 AVE FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE FAILED OR ADDITIONAL FIELD 101-0000-42421 0 $175.00 $175.00 10/19/22 WEB13365 742529933 CREDIT JR TOPINIO EPRS INSPECTIONS (EXCESSIVE) EACH FIRE FAILED OR ADDITIONAL FIELD 101-0000-42421 0 $175.00 $175.00 10/19/22 WEB13365 742529933 CREDIT JR TOPINIO EPRS INSPECTIONS (EXCESSIVE) EACH FIRE FAILED OR ADDITIONAL RE- 101-0000-42421 0 $167.00 $167.00 10/19/22 WEB13365 742529933 CREDIT JR TOPINIO EPRS INSPECTION FIRE FAILED OR ADDITIONAL RE- 101-0000-42421 0 $167.00 $167.00 10/19/22 WEB13365 742529933 CREDIT JR TOPINIO EPRS INSPECTION FIRE SPRINKLER SYSTEMS 101-0000-42421 0 $167.00 $167.00 2/28/22 WEB10850 635660171 CREDIT JR TOPINIO EPRS COMMERCIAL/INDUSTR 14 IAL Printed: Monday, April 03, 2023 9:22:28 AM 2 of 5 WsYsrEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY FIRE SPRINKLER SYSTEMS 101-0000-42420 0 $167.00 $167.00 2/28/22 WEB10850 635660171 CREDIT JR TOPINIO EPRS COMMERCIAL/INDUSTR 14 IAL PC Total Paid for FIRE FEES: $1,018.00 $1,018.00 RECORDS 101-0000-42416 0 $11.00 $11.00 2/28/22 WEB10850 635660171 CREDIT JR TOPINIO EPRS MANAGEMENT FEE 14 Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 2/28/22 WEB10850 635660171 CREDIT JR TOPINIO EPRS ENHANCEMENT FEE 14 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:00 $1,034.00 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE Printed: Monday, April 03, 2023 9:22:28 AM 3 of 5 WsYsrEMS Cutout coupons were not confirmed to have been recovered and shown at location of cutout. The installers who did the work were not present and could not be contacted. *OFM shall witness a system flush of the added branch lines and cross main where affected by the cutouts. The flush shall have a termination at one or more burlap bag OVERHEAD ROUGH KHET 8/2/2022 8/2/2022 DISAPPROVE SEE NOTES washouts so as to collect any debris. The PIPING D flush shall be an adequate rate of water flow and for a duration at the satisfaction of the Fire Code Official. Seismic Restraints were not installed at all even though shown on the plans. Contractor Representative (Mark Carrizosa) was not able to produce a current and appropriate SFM Sprinkler Fitter certification card. Observed the removal of affected pipes to OVERHEAD ROUGH KHET 9/12/2022 9/12/2022 APPROVED visual confirm that no "coupons" were PIPING entrapped. Inspection passed. FIRE FINAL** LRO 9/29/2022 9/29/2022 NOT READY See Notes Contractor did not show up, fee's apply. 5-year for Fire Riser still needs to be complete. FDC and PIV still need appropriate signage FIRE FINAL** LRO 10/14/2022 10/14/2022 DISAPPROVE See Notes with address on it. D Water flow signal test was not completed at time of Inspection. Spare head box was not yet installed. Fee's apply. FIRE FINAL** I LRO 1 10/21/2022 1 10/21/2022 1 APPROVED Printed: Monday, April 03, 2023 9:22:28 AM 4 of 5 WsYsrEMS REVIEW TYPE REVIEWER SENT DATE DUE DATE DATE STATUS REMARKS NOTES 1ST FIRE - ETRAKIT KOHL 2/9/2022 2/24/2022 2/26/2022 APPROVED SEE ATTACHMENTS (2 WK) HETRICK 1ST PERMIT TECH — PERMIT TECH 2/9/2022 2/10/2022 2/11/2022 COMPLETE ETRAKIT (1 DAY) BUCKET BOND INFORMATION Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 2/9/2022 Etrakit Public 15T SUBMITTAL PLAN LAD1637- MENDEL.pdf 1 Registration Etrakit Public 1ST SUBMITTAL LAD1637-AREA 1 DOC 2/9/2022 HYDRUALIC 1 Registration CALC.pdf CALCULATIONS FS52022-0047- FSS2022-0047- DOC 2/26/2022 KOHL HETRICK APPROVED PLANS AND APPROVED PLANS AND 1 CALCS.pdf CALCS.pdf DOC 2/26/2022 KOHL HETRICK FSS2022-0047 - COA FSS2022-0047 - COA 1 AND JOB CARD.pdf AND JOB CARD.pdf DOC 8/2/2022 KOHL HETRICK FSS2022-0047 - 8-2-2022 FS52022-0047 - 8-2-2022 1 - INSP NOTES.pdf - INSP NOTES.pdf PHOTO 8/3/2022 KOHL HETRICK Richard Cortez SFC - Richard Cortez SFC - 1 2.j pg 2•j pg PHOTO 8/3/2022 KOHL HETRICK Richard Cortez SFC.jpg Richard Cortez SFC.jpg 1 PHOTO 8/3/2022 KOHL HETRICK Alex Valencia SFC.jpg Alex Valencia SFC.jpg 1 Printed: Monday, April 03, 2023 9:22:28 AM 5 of 5 WsYsrEMS MENDEL AREA OF WORK RISER LOCATION iAY � NEW UPRIGHT\ ARNOVER - HANGER DETAIL 01 KEY PLAN N.T.S. UPRIGHT DETAIL HANGER DETAIL N.T.S. N.T.S. I�IR o©om®m �— o©©IC= -- SEISMIC BRACING CALCULATIONS BUILDING SECTION SCOPE OF WORK 1 DING DOCKAD ITIO NEW PIPING, AND SPRINKLERS FOR NEW LOADING DOILDING TION. 2. THE BUILDING OCCUPANCY IS NOT BEING CHANGED. w /i etl p b � C;FNFRAI RI III I�INC; NOTFR 1. THIS PIA, N DETAILS TIE FIRE SPRINKLER SYSTEM FOR ]gEL 995 V III L OUNITA CA 92253 CONSTRUCTION TYPE OCCUPANCIES: M sPc:LLRd MAX SPACING LIGHT HAZARD: 225 SOFT MAX SPACING ORDINARY HPSA I SCIFT EF 'Mp„a&w 2. ON SHALL CONFORM TO N.F.P.A:13(201RED),C.B.C.(2019ED). 3. ALLMATERIALS INSTALLEDSHALLBENEW, U.LUSTEDANDIORF.M. APPROVED' FOR FIRE PROTECTION USE, o'by"yfzay43 4. ALL SPRINKLER SYSTEM CONTROL VALVES SHALL BE PROVIDED WITH TAMPER SWfrCHEs. ALL SYSTEMS SHALL BE EQUIP PED WITH A FLOW SWITCH. ALL TAMPERS AND FLOW SWITCHES SHALL BE MONITORED BY AN OFF -SITE PRoPRIETARv3TaTON. U.L. LISTED ANDIOR F.M. " PROVED', AND ACCEPTABLE TO THE AUTHORITY HAVING �e�:�`3sg €a.;:a 4w82' •3 ME S JURISDICTION.�i LOW SWITCH ES SHALL BE "NORCLOSED' FOR 3 MALLY CORRECT OPERATION IN ALARM MODE. a. POWERFORALL FIRE SPRINKLER ALARMS SHALL BE TAKEN FROM €R§w Rh DEDICATED CIRCUIT FOR FIRE ALARM USE POWER SUPPLY MUST BE IN RVICE BEFORE FINAL INSPECTION BY THE FIRE DEPARTMENT.G$ 7. CONTRACTOR SHALL MAKE PIPING ABOVE SUSPENDED CEIMNp ACCESSIBLE TO FIRE DEPARTMENT PERSONNEL FOR VISUAL Is Is ? w d� de INSPECTION AS A CONDITION OF FINAL APPROVAL. B. EXPANSION RINGS WALL BE USED ON ALL NEW SPRINKLER PENETRATIONS. yyII ? l ; a ` 9. SPRINKLERS SHALL BE pUICK RESPONSE TVPE. 10. PING MATERIAL SHALL BE AS FOLLOWS w A)EDDY-THREAD OR SCH. 40 WHEN THREADED OR GROOVED. B)EDDY-FLOW OR SCH 10 WHEN GROOVED. rc 1 5 `N5 y� f4a LLO�; � FIRE SPRINKLER LEGEND NEW FIRE SPRINKLER -S ARMOVE INSTALLED FIRE SPRINKLER PIPE l� NEW FIRE SPRINKLER PIPE l� EXISTING FIRE SPRINKLER PIPE TO REMAIN RE SPRINKLER ROOM IUSING NATON G FOH=ORDINARY STING OUTLET � � NEW FIRE SPRINKLER ' ARMVER (INSTALLED HLIHT AUO(22(130 FTC SRR=SMALL ROOM RULE 4 W USING 4 3 6 JOBSITE LOCATION VICINITY MAP H N.T.S. ® g-. Z = F Sprinkler Head Schedule slroal cou TIKw - nWro. ® 1P+'tl as w i pan xw mas O APPROVED cou,Ir H>. Dma,anam BY N.hI Hein °'=®nsl M -ess ZIz 047� IT FP-1.0 DEL M o o y z� ���0 o v> U c0 O PREFAB LOW CANOPY BY rVIAPES EF-1 + EF-1 Areal-1548Ft' Q�WU)WZ�Zp Wlnm2ZHOW p°5 =U000 ZOH- 2 22 awQcnU—L—`wUZp U U ofQ 2 O U� H p� a W O O 4IYe I -0 - 3 ZQpQ�=UWpw� L DOCK 2 O.T.O Ey iV i 31 a O OwzM All z�W 0HI ILL CD — Ll m0W30 LN F-1 Q �az�wo jpm� II 32 I < W �w J Zoo m.�w C) - W Z I 2 I I 7 I 1 ' S I ' I 59 I 6 6 ' ' 6 ' 1 1 � Z W p � < IS 3 L Z Z d Z O - 4 , 7 1 8 9 I 10 1 13 I 14 1 5 1 16 ZU(3Pg= �Zo~ OO��UcnWHQ� UpWQWWU I I I I I I I Z U � M W Z O=QZW�Z��Q <uia 0UF_ zw: Ye 1Ye ^I ^I I I EO 0WZLLQ~Op0 -0 3- u I ^ I ^ I I I ® ILL 0 W� Z O� OW LL � =0Z�00(DF>- LLI HHQLLpLLO>O>LL TT LEVATIONS: 1 1 1 1 1 , +/- 4'-0" O .0. DECK: AFF 1 1 I 1 1 I Z z ° ° z REMOVE CAP AND '" I I I I o z z z __- EXTEND MAIN To 0 MAIN LINE:18'-9"AFF �z W Z W ul Z FEED NEW I I I I I ® g p Y a LOADING DOCK. .0, BRANCH LINES:18'-9" AFF ' ' ' ' ' ' w Z = z W ° W W w 0 CD z Z a J J O J O J LL.I a z� � XIx " z wCI w z z ILLz LLI ILLo n I I I I m 3 m N = i I I I I O I I I I I I M II � a ►�'� �'� Q °' Cn IS I I I I E-3 �- z LLI I I I I I w J W WJ LLIJ ° z vo ? 2 ¢ v v c� -� a I I I I I I I z a z a ® w w � = J m I I I I I I F_ Zo w z Y a = a I I I I I I I I i F- r ' IN- ~ x O Q LL. LL I J `i-¢ O I I I I I I 1 1-On I I I I I I - - HYDRAULIC DATA PLATE I I I I I Project: MENDEL Date: 1 27 2022 Location: 78945 HWY I I I Sys#:0 Contractor :A&D Fire S rinklers Inc. Zone:O Address: 1601 W Orangewood Ave. Orange CA Area: II I I I I I I ' ® NFPA Standard: RdarFPA 13�2016 ed.2 System T� E� I I I I 1 Density/Area: 0 gpm/sfover 1548 sq. ft. area ^I I ^I I Area/Sprinkler: ET= sf/sp. used. 130 sq.ft. allowed. Mfg:7 VICTUALIC TYCO Model: 2704 TY6137 Z SprinklerData:Orifice:1 2" K-factor 5.6 Degree: 200` O Sp Flowing: p 0 Hose: 250 gpm U Sprinklers Flowin © Sprinkler: m allowance TOTAL SPRINKLERS ON SYSTEM: 0 SUMMARY OF FLOW � °O LEVA End Sprinkler Flow: 65.07 gpm @ 21.6 psi Discharge of Flow Sprinklers: 588.77 gpm C7 i 3/4" I I I I 0 ' I ' I I TOTAL DEMAND BASE OF RISER:-) 88.77 gpm @ 76.32 psi j '-0" AF With Hose: 38.7 gpm With Rack n a I gpm = ® SUPPLY DATA: } IT Location :F EXISTING CALC CARD Test By : - Test Date: 0 Cn City Static : ❑ psi; Residual: psi; Flow : 0 gpm p CD I I I I I Fire Pump Rating: a n a n gpm @ psi; Elea Diesel:= cn I I I I I PIPE DATA Q > C-Factor:Aboveground= 1 20 Underground- 1 50 I I I I I I Pipe Type: Sch 40❑X Lt. Wall❑X XL ❑ CPVC 0 COPPER ❑ } STORAGE IM I I I I Commodity Class = Max. Hgt:=ft. Min Clear Aisle width=ft. Fig. No. (231-C) : = Curve: = Sprinkler/Level to Flow= W 0 I I I I I 4 -9 Rack Demand: = gpm @ = psi @ ref. point = Q o _ Backflow Preventer: Mfg.Model: - C) I ' , � I I I I I NEW CALC CARD I I I I I I I I I I I I I I I I I I I I I ^I I I I I I I I I I I G&AFIRE PROTECTION CORP. (818) 780-9080 O I I I I � IlAME:WE . ;' .r ,., ,_ ,r: '✓' i ' ~ `''-ih' I I I I I I {� I I I I 1�9ADDRESS: 1' 0 rHl$ SYSTEM DESIGNED TO DISCHARGE x O 3 a, a2 x 1 1 1----GALLONS PER MINUTE PER SQUARE x x Fool OF FLOOR AREA, OVER A MAX111"I o w l- Q w O AREA OF ��' SQUARE FEET WHEN JUP�LIGD Q Z w 0 of Q W U a * h n p� �+ /+� T C z W ?f T8� RATE O f � 63KL���� ��� �I�uIG ° w LL 1 1 1 1 1 POUNDS PER SQUARE INCH' . 9'-0"�Pf'CIA1KLERS W> I I I I I J3► oC." I I I I I II I I O o I I I I I OCN CV Chr_ I I z0 4EXISTING CALC CARD U64 CD Q O� N.T.S. U) 1 o Z LLJ N I C) U J r I I I I 11 I I I I I I I I I LM Q V I ^I I I I I I J N ^I I ^I I ^I w 7 = Q z E I I I I I I I I W i z �V w T a U) - - - - - - - - -- - - - - - -- - -- - - -- - - I - - - -- - - - - - - - - - - - - - - - - - - - - - - Q M 4D I 6 I I I ILLIT i I I I I I I y'- I I I I I O I I C O I I I ^I ^I I O I I I I n I I I I I I I 1 1 1 DN LAD-1637 w Sprinkler Head Schedule w ,JOB #: J pSCALE: AS NOTED J Symbol Count Thread KFactor Description Note E 1 Q U FIRE S P I N KL E R PLAN ® 6 1/2" 5.6 V2704 1 /2 QR 200` BRASS w DRAWN BY: M.H (n UPRIGHTS U n - , „ O 3/4" 14.0 EXISTING UPRIGHTS EC 18XIB f� DATE: 8-Feb-22 = SCALE: 1 /8 — 1 -0 286` 170 EC) a 6 = Total Number of Heads This Floor F P- 1 1 . O (2) rY Q O (D I J _ _ _ Fire Protection by Computer Design A&D FIRE 1601 W ORANGEWOOD AVE. ORANGE, CA 92868 7146343923 Job Name LAD1637- MENDEL Building Location System Contract Data File LAD1637- MENDEL Area 1.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C A&D FIRE LAD1637- MENDEL Page 1 Date City Water Supply: Demand: C1 - Static Pressure 79.2 D1 - Elevation 7.363 C2 - Residual Pressure: 78.2 D2 - System Flow : 588.76 C2 - Residual Flow 815 D2 - System Pressure 76.321 Hose k Demand) : 250 D3 - System Demand : 838.76 Safety Margin 1.824 150 140 130 p 120 R 110 E 100 S 90 C1 S 80 U 70 D3 R 60 E 50 40 30 20 10 1 100 200 300 400 500 600 700 800 900 FLOW (NA1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary A&D FIRE LAD1637- MENDEL Page 2 Date Fitting Legend Abbrev. Name '/2 3/ 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 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 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 X 90'Tee-BranchFirelock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 9.3 11 0 0 0 0 0 Unit Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute 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: 50.52.1 Pressure / Flow Summary - STANDARD A&D FIRE LAD1637- MENDEL Node No. 1 3 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 TOR BOR 21 22 23 24 25 26 27 28 29 30 31 32 33 35 34 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Elevation K-Fact 21.0 14 21.0 14 21.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 21.0 21.0 20.0 20.0 4.0 18.75 5.6 18.75 5.6 18.75 18.75 18.75 18.75 20.0 18.75 5.6 18.75 5.6 18.75 18.75 5.6 18.75 5.6 21.0 14 21.0 14 21.0 21.0 14 21.0 21.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 Pt Actual 21.6 22.17 23.92 28.96 29.91 31.48 33.22 35.19 37.82 39.71 41.42 42.76 43.78 44.51 44.92 45.16 45.24 45.93 64.41 65.97 67.05 76.32 26.16 26.47 27.7 27.73 27.76 28.39 28.94 26.19 26.5 27.73 26.2 26.5 22.34 22.92 24.73 28.75 30.97 44.45 46.0 46.04 46.19 46.67 50.07 51.11 52.47 54.21 56.36 58.73 61.98 Pn na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na Page 3 Date Flow Density Area Press Actual Req. 65.07 0.2 324 21.6 65.92 0.2 324 21.6 250.0 28.64 0.2 120 7.0 28.81 0.2 120 7.0 28.66 0.2 120 7.0 28.83 0.2 120 7.0 28.66 0.2 120 7.0 28.83 0.2 120 7.0 66.17 0.2 324 21.6 67.03 0.2 324 21.6 75.07 0.2 324 21.6 Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - Standard A&D FIRE LAD1637- MENDEL Node Elevation K-Fact Pt Pn Flow No. Actual Actual 50 21.0 14 30.31 na 77.08 51 21.0 32.65 na 52 21.0 44.62 na 53 21.0 35.54 na 54 21.0 44.98 na 55 21.0 38.01 na 56 21.0 45.61 na 57 21.0 39.84 na 58 21.0 49.07 na 59 21.0 41.51 na 60 21.0 50.15 na 61 21.0 42.86 na 62 21.0 51.51 na 63 21.0 43.92 na 64 21.0 53.21 na 65 21.0 44.72 na 66 21.0 55.29 na 67 21.0 45.24 na 68 21.0 57.54 na 69 21.0 45.65 na 70 21.0 60.64 na Page 4 Date Density Area Press Req. 0.2 324 21.6 The maximum velocity is 22.63 and it occurs in the pipe between nodes 20 and TOR Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen -Williams - 2007 A&D FIRE LAD1637- MENDEL Page 5 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 65.07 1.682 T 9.9 10.140 21.600 K Factor = 14.00 to 120.0 0.0 9.900 0.0 2 65.07 0.1158 0.0 20.040 2.320 Vel = 9.40 0.0 65.07 23.920 K Factor = 13.30 3 65.92 1.682 T 9.9 4.860 22.170 K Factor = 14.00 to 120.0 0.0 9.900 0.0 2 65.92 0.1186 0.0 14.760 1.750 Vel = 9.52 2 65.07 1.682 T 9.9 1.000 23.920 to 120.0 0.0 9.900 0.433 4 130.99 0.4224 0.0 10.900 4.604 Vel = 18.91 4 172.43 3.26 0.0 12.000 28.957 to 120.0 0.0 0.0 0.0 5 303.42 0.0797 0.0 12.000 0.956 Vel = 11.66 5 133.19 3.26 0.0 10.050 29.913 to 120.0 0.0 0.0 0.0 6 436.61 0.1561 0.0 10.050 1.569 Vel = 16.78 6 14.16 3.26 0.0 10.500 31.482 to 120.0 0.0 0.0 0.0 7 450.77 0.1656 0.0 10.500 1.739 Vel = 17.33 7 19.95 3.26 0.0 11.000 33.221 to 120.0 0.0 0.0 0.0 8 470.72 0.1795 0.0 11.000 1.974 Vel = 18.09 8 -50.24 3.26 0.0 18.000 35.195 to 120.0 0.0 0.0 0.0 9 420.48 0.1456 0.0 18.000 2.621 Vel = 16.16 9 to 10 -44.70 375.78 3.26 120.0 0.1182 0.0 0.0 0.0 16.000 0.0 16.000 37.816 0.0 1.892 Vel = 14.44 10 -42.07 3.26 0.0 18.000 39.708 to 120.0 0.0 0.0 0.0 11 333.71 0.0949 0.0 18.000 1.709 Vel = 12.83 11 -40.58 3.26 0.0 18.000 41.417 to 120.0 0.0 0.0 0.0 12 293.13 0.0747 0.0 18.000 1.345 Vel = 11.27 12 -40.63 3.26 0.0 18.000 42.762 to 120.0 0.0 0.0 0.0 13 252.5 0.0567 0.0 18.000 1.020 Vel = 9.71 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen -Williams A&D FIRE LAD1637- MENDEL Page 6 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 13 -42.21 3.26 to 120.0 14 210.29 0.0404 0.0 18.000 43.782 0.0 0.0 0.0 0.0 18.000 0.728 Vel = 8.08 14 to 15 -45.26 165.03 3.26 120.0 0.0258 0.0 0.0 0.0 16.000 0.0 16.000 44.510 0.0 0.413 Vel = 6.34 15 -49.13 3.26 0.0 18.000 44.923 to 120.0 0.0 0.0 0.0 16 115.9 0.0134 0.0 18.000 0.241 Vel = 4.45 16 -54.68 3.26 0.0 18.000 45.164 to 120.0 0.0 0.0 0.0 17 61.22 0.0041 0.0 18.000 0.074 Vel = 2.35 17 0.0 1.682 T 9.9 1.000 45.238 to 120.0 0.0 9.900 -0.433 18 61.22 0.1035 0.0 10.900 1.128 Vel = 8.84 18 0.0 1.682 2T 19.799 158.850 45.933 to 120.0 0.0 19.799 0.0 19 61.22 0.1034 0.0 178.649 18.477 Vel = 8.84 19 0.0 1.682 T 9.9 1.000 64.410 to 120.0 0.0 9.900 0.433 20 61.22 0.1035 0.0 10.900 1.128 Vel = 8.84 20 527.55 3.26 0.0 3.960 65.971 to 120.0 0.0 0.0 0.0 TOR 588.77 0.2715 0.0 3.960 1.075 Vel = 22.63 TOR 0.0 4.26 B 15.8 16.000 67.046 to 120.0 0.0 15.800 6.930 BOR 588.77 0.0737 0.0 31.800 2.345 Vel = 13.25 250.00 Qa = 250.00 838.77 76.321 K Factor = 96.01 21 28.64 1.682 0.0 12.000 26.162 K Factor = 5.60 to 120.0 0.0 0.0 0.0 22 28.64 0.0253 0.0 12.000 0.304 Vel = 4.14 22 28.81 1.682 T 9.9 3.500 26.466 to 120.0 0.0 9.900 0.0 23 57.45 0.0919 0.0 13.400 1.232 23 0.0 3.26 0.0 10.000 27.698 to 120.0 0.0 0.0 0.0 24 57.45 0.0037 0.0 10.000 0.037 K Factor = 5.60 Vel = 8.30 Vel = 2.21 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen -Williams A&D FIRE LAD1637- MENDEL Page 7 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 24 57.49 2.000 27.735 3.26 0.0 to 120.0 0.0 0.0 0.0 25 114.94 0.0130 0.0 2.000 0.026 Vel = 4.42 25 57.49 3.26 T 20.159 2.200 27.761 to 120.0 0.0 20.159 0.0 26 172.43 0.0280 0.0 22.359 0.626 Vel = 6.63 26 0.0 3.26 2X 34.943 4.270 28.387 to 120.0 0.0 34.943 -0.541 27 172.43 0.0280 0.0 39.213 1.097 Vel = 6.63 27 0.0 3.26 0.0 0.500 28.943 to 120.0 0.0 0.0 0.0 4 172.43 0.0280 0.0 0.500 0.014 Vel = 6.63 0.0 172.43 28.957 K Factor = 32.04 28 28.66 1.682 0.0 12.000 26.194 K Factor = 5.60 to 120.0 0.0 0.0 0.0 29 28.66 0.0253 0.0 12.000 0.304 Vel = 4.14 29 28.83 1.682 T 9.9 3.500 26.498 K Factor = 5.60 to 120.0 0.0 9.900 0.0 30 57.49 0.0921 0.0 13.400 1.234 Vel = 8.30 30 0.0 3.26 0.0 8.000 27.732 to 120.0 0.0 0.0 0.0 25 57.49 0.0036 0.0 8.000 0.029 Vel = 2.21 0.0 57.49 27.761 K Factor = 10.91 31 28.66 1.682 0.0 12.000 26.196 K Factor = 5.60 to 120.0 0.0 0.0 0.0 32 28.66 0.0254 0.0 12.000 0.305 Vel = 4.14 32 28.83 1.682 T 9.9 3.500 26.501 K Factor = 5.60 to 120.0 0.0 9.900 0.0 24 57.49 0.0921 0.0 13.400 1.234 Vel = 8.30 0.0 57.49 27.735 K Factor = 10.92 33 66.17 1.682 T 9.9 10.140 22.337 K Factor = 14.00 to 120.0 0.0 9.900 0.0 34 66.17 0.1194 0.0 20.040 2.393 Vel = 9.55 0.0 66.17 24.730 K Factor = 13.31 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen -Williams A&D FIRE LAD1637- MENDEL Page 8 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 35 67.03 1.682 T 9.9 4.860 22.925 K Factor = 14.00 to 120.0 0.0 9.900 0.0 34 67.03 0.1223 0.0 14.760 1.805 Vel = 9.68 34 66.17 1.682 T 9.9 1.000 24.730 to 120.0 0.0 9.900 0.433 5 133.2 0.4358 0.0 10.900 4.750 Vel = 19.23 0.0 133.20 29.913 K Factor = 24.35 36 75.07 1.682 T 9.9 4.820 28.753 K Factor = 14.00 to 120.0 0.0 9.900 0.0 37 75.07 0.1509 0.0 14.720 2.221 Vel = 10.84 37 -14.16 1.682 2T 19.799 111.690 30.974 to 120.0 0.0 19.799 0.0 38 60.91 0.1025 0.0 131.489 13.474 Vel = 8.79 38 0.0 1.682 T 9.9 1.000 44.448 to 120.0 0.0 9.900 0.433 39 60.91 0.1025 0.0 10.900 1.117 Vel = 8.79 39 0.0 3.26 0.0 10.500 45.998 to 120.0 0.0 0.0 0.0 40 60.91 0.0040 0.0 10.500 0.042 Vel = 2.34 40 57.14 3.26 0.0 11.000 46.040 to 120.0 0.0 0.0 0.0 41 118.05 0.0139 0.0 11.000 0.153 Vel = 4.54 41 50.24 3.26 0.0 18.000 46.193 to 120.0 0.0 0.0 0.0 42 168.29 0.0268 0.0 18.000 0.482 Vel = 6.47 42 44.70 3.26 2E 18.815 63.150 46.675 to 120.0 0.0 18.815 0.0 43 212.99 0.0414 0.0 81.965 3.391 Vel = 8.19 43 42.07 3.26 0.0 18.000 50.066 to 120.0 0.0 0.0 0.0 44 255.06 0.0578 0.0 18.000 1.040 Vel = 9.80 44 40.58 3.26 0.0 18.000 51.106 to 120.0 0.0 0.0 0.0 45 295.64 0.0759 0.0 18.000 1.366 Vel = 11.36 45 40.63 3.26 0.0 18.000 52.472 to 120.0 0.0 0.0 0.0 46 336.27 0.0963 0.0 18.000 1.733 Vel = 12.93 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen -Williams A&D FIRE LAD1637- MENDEL Page 9 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 46 42.21 54.205 3.26 0.0 18.000 to 120.0 0.0 0.0 0.0 47 378.48 0.1199 0.0 18.000 2.158 Vel = 14.55 47 45.25 3.26 0.0 16.000 56.363 to 120.0 0.0 0.0 0.0 48 423.73 0.1477 0.0 16.000 2.363 Vel = 16.29 48 49.14 3.26 0.0 18.000 58.726 to 120.0 0.0 0.0 0.0 49 472.87 0.1809 0.0 18.000 3.257 Vel = 18.18 49 54.68 3.26 0.0 18.000 61.983 to 120.0 0.0 0.0 0.0 20 527.55 0.2216 0.0 18.000 3.988 Vel = 20.28 0.0 527.55 65.971 K Factor = 64.95 37 14.16 1.682 T 9.9 1.000 30.974 to 120.0 0.0 9.900 0.433 6 14.16 0.0069 0.0 10.900 0.075 Vel = 2.04 0.0 14.16 31.482 K Factor = 2.52 50 77.08 1.682 T 9.9 4.820 30.315 K Factor = 14.00 to 120.0 0.0 9.900 0.0 51 77.08 0.1584 0.0 14.720 2.331 Vel = 11.13 51 -19.94 1.682 2T 19.799 111.690 32.646 to 120.0 0.0 19.799 0.0 52 57.14 0.0910 0.0 131.489 11.969 Vel = 8.25 52 0.0 1.682 T 9.9 1.000 44.615 to 120.0 0.0 9.900 0.433 40 57.14 0.0910 0.0 10.900 0.992 Vel = 8.25 0.0 57.14 46.040 K Factor = 8.42 51 19.95 1.682 T 9.9 1.000 32.646 to 120.0 0.0 9.900 0.433 7 19.95 0.0130 0.0 10.900 0.142 Vel = 2.88 0.0 19.95 33.221 K Factor = 3.46 8 50.24 1.682 T 9.9 1.000 35.195 to 120.0 0.0 9.900 -0.433 53 50.24 0.0717 0.0 10.900 0.782 Vel = 7.25 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen -Williams A&D FIRE LAD1637- MENDEL Page 10 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 53 0.0 1.682 2T 19.799 35.544 111.690 to 120.0 0.0 19.799 0.0 54 50.24 0.0717 0.0 131.489 9.434 Vel = 7.25 54 0.0 1.682 T 9.9 1.000 44.978 to 120.0 0.0 9.900 0.433 41 50.24 0.0717 0.0 10.900 0.782 Vel = 7.25 0.0 50.24 46.193 K Factor = 7.39 9 44.70 1.682 T 9.9 1.000 37.816 to 120.0 0.0 9.900 -0.433 55 44.7 0.0577 0.0 10.900 0.629 Vel = 6.45 55 0.0 1.682 2T 19.799 111.690 38.012 to 120.0 0.0 19.799 0.0 56 44.7 0.0578 0.0 131.489 7.600 Vel = 6.45 56 0.0 1.682 T 9.9 1.000 45.612 to 120.0 0.0 9.900 0.433 42 44.7 0.0578 0.0 10.900 0.630 Vel = 6.45 0.0 44.70 46.675 K Factor = 6.54 10 42.07 1.682 T 9.9 1.000 39.708 to 120.0 0.0 9.900 -0.433 57 42.07 0.0517 0.0 10.900 0.563 Vel = 6.07 57 0.0 1.682 2T 19.799 158.850 39.838 to 120.0 0.0 19.799 0.0 58 42.07 0.0517 0.0 178.649 9.232 Vel = 6.07 58 0.0 1.682 T 9.9 1.000 49.070 to 120.0 0.0 9.900 0.433 43 42.07 0.0517 0.0 10.900 0.563 Vel = 6.07 0.0 42.07 50.066 K Factor = 5.95 11 40.58 1.682 T 9.9 1.000 41.417 to 120.0 0.0 9.900 -0.433 59 40.58 0.0483 0.0 10.900 0.527 Vel = 5.86 59 0.0 1.682 2T 19.799 158.850 41.511 to 120.0 0.0 19.799 0.0 60 40.58 0.0483 0.0 178.649 8.635 Vel = 5.86 60 0.0 1.682 T 9.9 1.000 50.146 to 120.0 0.0 9.900 0.433 44 40.58 0.0483 0.0 10.900 0.527 Vel = 5.86 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen -Williams A&D FIRE LAD1637- MENDEL Page 11 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 40.58 51.106 K Factor = 5.68 12 40.63 1.682 T 9.9 1.000 42.762 to 120.0 0.0 9.900 -0.433 61 40.63 0.0484 0.0 10.900 0.528 Vel = 5.87 61 0.0 1.682 to 120.0 62 40.63 0.0484 2T 19.799 158.850 42.857 0.0 19.799 0.0 0.0 178.649 8.654 Vel = 5.87 62 0.0 1.682 T 9.9 1.000 51.511 to 120.0 0.0 9.900 0.433 45 40.63 0.0484 0.0 10.900 0.528 Vel = 5.87 0.0 40.63 52.472 K Factor = 5.61 13 42.21 1.682 T 9.9 1.000 43.782 to 120.0 0.0 9.900 -0.433 63 42.21 0.0520 0.0 10.900 0.567 Vel = 6.09 63 0.0 1.682 2T 19.799 158.850 43.916 to 120.0 0.0 19.799 0.0 64 42.21 0.0520 0.0 178.649 9.289 Vel = 6.09 64 0.0 1.682 T 9.9 1.000 53.205 to 120.0 0.0 9.900 0.433 46 42.21 0.0520 0.0 10.900 0.567 Vel = 6.09 0.0 42.21 54.205 K Factor = 5.73 14 45.25 1.682 T 9.9 1.000 44.510 to 120.0 0.0 9.900 -0.433 65 45.25 0.0591 0.0 10.900 0.644 Vel = 6.53 65 0.0 1.682 2T 19.799 158.850 44.721 to 120.0 0.0 19.799 0.0 66 45.25 0.0591 0.0 178.649 10.564 Vel = 6.53 66 0.0 1.682 T 9.9 1.000 55.285 to 120.0 0.0 9.900 0.433 47 45.25 0.0592 0.0 10.900 0.645 Vel = 6.53 0.0 45.25 56.363 K Factor = 6.03 15 49.14 1.682 T 9.9 1.000 44.923 to 120.0 0.0 9.900 -0.433 67 49.14 0.0688 0.0 10.900 0.750 Vel = 7.10 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen -Williams A&D FIRE LAD1637- MENDEL Page 12 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 67 0.0 1.682 to 120.0 68 49.14 0.0689 2T 19.799 158.850 45.240 0.0 19.799 0.0 0.0 178.649 12.302 Vel = 7.10 68 0.0 1.682 T 9.9 1.000 57.542 to 120.0 0.0 9.900 0.433 48 49.14 0.0689 0.0 10.900 0.751 Vel = 7.10 0.0 49.14 58.726 K Factor = 6.41 16 to 69 54.68 54.68 1.682 120.0 0.0839 T 9.9 0.0 0.0 1.000 9.900 10.900 45.164 -0.433 0.915 Vel = 7.90 69 0.0 1.682 2T 19.799 158.850 45.646 to 120.0 0.0 19.799 0.0 70 54.68 0.0839 0.0 178.649 14.990 Vel = 7.90 70 0.0 1.682 T 9.9 1.000 60.636 to 120.0 0.0 9.900 0.433 49 54.68 0.0839 0.0 10.900 0.914 Vel = 7.90 0.0 54.68 61.983 K Factor = 6.95 Computer Programs by Hydratec Inc. Revision: 50.52.1 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 26, 2022 A&DFIRE 1601 W Orangewood Ave Orange, CA 92868 Re: TI Fire Sprinkler Plan Review — SHELL & ADDITION FSS2022-0047 / 78945 HIGHWAY 111, 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: 78945 HIGHWAY 111 PERMIT#: FSS2022-0047 AT ED: 2/26/2022 DESCRIPTION: SHELL ADDITION CONTRACTOR: A & D FIRE 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 IF 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