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LAQ-14-RS-002 Andalusia Plan 25Description: 4,331SF DWELLING/VB/RES-3/CLASS A-FR/1311) Type: BUILDING, RESIDENTIAL Subtype: DWELLING - SINGLE Status: FINALED Applied: 2/25/2014 FAMILY DETACHED Parcel No: 764650023 Site Address: 58923 JEREZ LA QUINTA,CA 92253 Approved: 2/25/2014 Subdivision: TR 31681-3 Block: Lot: 20 Issued: 2/26/2014 AOR Lot Sq Ft: Building Sq Ft: Zoning: Finaled: 9/13/2016 JFU Valuation: $0.00 Occupancy Type: Construction Type: Expired: No. Buildings: No. Stories: No. Unites: Details: PERMIT EXTENSION GRANTED TO JULY 1, 2016 TO PASS NEXT INSPECTION. 4,331SF DWELLING - PLAN 25C, LOT 20 [VB/RES-3/CLASS A-FR/13D/ENGINEERED] THIS PERMIT DOES NOT INCLUDE BLOCK WALLS, POOL, SPA OR WATER FEATURES **REDUCED PLAN CHECK FEE FOR MULTIPLE ISSUANCE OF PLAN TYPE** 2010 CALIFORNIA BUILDING CODES. February 13, 2014 9:19:47 AM jjohnson. 2ND PERMIT EXTENSION GRANTED. Fire Permit #LAQ-I4-RS-002. 4 930 0 41 �1 I Applied to Approved Approved to Issued Issued to Finaled ADDITIONAL CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL BURT HANADA 9/13/2016 9/13/2016 RECEIVED AND GRANTED PERMIT EXTENSION TO JOHN NATIONS. CONDITIONS FINANCIAL INFORMATION Printed: Tuesday, February 14, 2023 2:54:24 PM 1 of 6 WSYSiEMS Printed: Tuesday, February 14, 2023 2:54:24 PM 2 of 6 WsYsrEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD FPAIDBY BY ADM: REPLACE INSPECT 10160003428200 $35.75 $35.75 6/2/14 CARD Total Paid for ADM: REPLACE INSPECT CARD: $35.75 $35.75 ART IN PUBLIC PLACES- 27000003650500 $485.08 $485.08 2/26/14 RES Total Paid for ART IN PUBLIC PLACES -RES: $485.08 $485.08 BLDG STDS ADMIN 10100002030600 $16.00 $16.00 2/26/14 (SB1473) Total Paid for BLDG STDS ADMIN (SB1473): $16.00 $16.00 DIF CIVIC CENTER - RES 1 25200003650000 1 1 $942.00 $942.00 2/26/14 Total Paid for DIF CIVIC CENTER - RES: $942.00 $942.00 DIF COMMUNITY 25400003650000 $129.00 $129.00 2/26/14 CENTERS -RES Total Paid for DIF COMMUNITY CENTERS -RES: $129.00 $129.00 DIF FIRE PROTECTION- 25700003650000 $433.00 $433.00 2/26/14 RES Total Paid for DIF FIRE PROTECTION -RES: $433.00 $433.00 DIF LIBRARIES - RES 1 25300003650000 1 1 $344.00 $344.00 2/26/14 Total Paid for DIF LIBRARIES - RES: $344.00 $344.00 DIF PARK MAINT FAC - 25600003650000 $40.00 $40.00 2/26/14 RES Total Paid for DIF PARK MAINT FAC - RES: $40.00 $40.00 DIF PARKS/REC - RES 25100003650000 1 1 $2,048.00 $2,048.00 2/26/14 Total Paid for DIF PARKS/REC - RES: $2,048.00 $2,048.00 Printed: Tuesday, February 14, 2023 2:54:24 PM 2 of 6 WsYsrEMS Printed: Tuesday, February 14, 2023 2:54:24 PM 3 of 6 WsYsrEMS SEQIDINSPECTION TYPE INSPECTOR SCHEDULED DATE I COMPLETED DATE RESULT REMARKS NOTES CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD FPAIDBY BY DIF STREET MAINT FAC- 25500003650000 $116.00 $116.00 2/26/14 RES Total Paid for DIF STREET MAINT FAC -RES: $116.00 $116.00 DIF TRANSPORTATION - 25000003650000 $2,842.00 $2,842.00 2/26/14 RES Total Paid for DIF TRANSPORTATION - RES: $2,842.00 $2,842.00 MULTI -SPECIES 10100002031000 $1,278.00 $1,278.00 2/26/14 (MSHCP) FEE Total Paid for MULTI -SPECIES (MSHCP) FEE: $1,278.00 $1,278.00 PERMIT FEES 0 $682.63 $682.63 2/26/14 PERMIT FEES 0 $227.63 $227.63 2/26/14 PERMIT FEES 0 $405.20 $405.20 2/26/14 PERMIT FEES 0 $357.59 $357.59 2/26/14 Total Paid for PERMIT FEES: $1,673.05 $1,673.05 PLAN CHECK, MULTIPLE 10160003428200 $47.67 $47.67 2/26/14 STR Total Paid for PLAN CHECK, MULTIPLE STR: $47.67 $47.67 STRONG MOTION (SMI) 10100002030800 $39.40 $39.40 2/26/14 - RES Total Paid for STRONG MOTION (SMI) - RES: $39.40 $39.40 TUMF: RESIDENTIAL 22400002032000 1 1 $1,837.44 $1,837.44 2/26/14 Total Paid for TUMF: RESIDENTIAL: $1,837.44 $1,837.44 TOTALS:•. •. .39 Printed: Tuesday, February 14, 2023 2:54:24 PM 3 of 6 WsYsrEMS SEQIDINSPECTION TYPE INSPECTOR SCHEDULED DATE I COMPLETED DATE RESULT REMARKS NOTES Printed: Tuesday, February 14, 2023 2:54:24 PM 3 of 6 WsYsrEMS Printed: Tuesday, February 14, 2023 2:54:24 PM 4 of 6 WsYsrEMS PLUMBING 2013 - UNDERGROUND KIRK KIRKL 3/14/2014 3/14/2014 APPROVED PLUMBING PLUMBING 2013 - SEWER KIRK KIRKL 3/14/2014 3/14/2014 APPROVED CONNECTION BUILDING 2013 - KIRK KIRKL 4/4/2014 4/4/2014 APPROVED FOOTINGS BUILDING 2013 - KIRK KIRKL 4/4/2014 4/4/2014 APPROVED SETBACKS BUILDING 2013 - SLAB KIRK KIRKL 4/4/2014 4/4/2014 APPROVED CS16 STRAP AT REAR OF DWELLING AND PATIO INSTALLED UNDER TRUSSES AND NOT APPROVED OVER ROOF SHEATHING PER DETAIL - RFI BUILDING 2013 - ROOF AJ ORTEGA 6/16/2014 6/16/2014 WITH FROM EOR REQUIRED, EITHER ACCEPTING NAIL EXCEPT INSTALLATION, OR REVISED INSTALLATION PER DETAIL. June 16, 2014 4:08:54 PM AORTEGA OKAY TO WRAP AOR 8/1/2014 8/1/2014 APPROVED FRAMING KKI 8/12/2014 8/12/2014 APPROVED ROUGH ELEC KKI 8/12/2014 8/12/2014 APPROVED ROUGH MECH KKI 8/12/2014 8/12/2014 APPROVED ROUGH PLBG KKI 8/12/2014 8/12/2014 APPROVED INSULATION KKI 8/18/2014 8/18/2014 APPROVED DRYWALL NAIL KKI 8/26/2014 8/26/2014 APPROVED LATH KKI 8/26/2014 8/26/2014 APPROVED GAS LINE/TEST KKI 2/24/2015 2/24/2015 APPROVED TEMP USE OF PERM PWR KKI 7/17/2015 7/17/2015 APPROVED Printed: Tuesday, February 14, 2023 2:54:24 PM 4 of 6 WsYsrEMS PUBLIC WORKS FINAL I GCU 9/8/2016 1 9/8/2016 1 APPROVED The job site located at 58923 Jerez is in compliance and meets the city of La Quinta's , Public Works division of rules and regulations required for a final inspection at this time.The job site is clean and free of construction debris's at this time.The landscaping is complete in the front yard at this time.The backyard and side yards are incomplete due to, the owner will hire his own landscape crew for the final details.All of the area drains surrounding the Home are all installed and lead to the front curb and gutter, and are in accordance with the approved Landscape plans.The weather is 77 to 100 degrees with clear skies The winds are approximately 2 to 4 mph HERS REGISTRATION NO: 214-N0034971A- FINAL** JFU 9/13/2016 9/13/2016 APPROVED M2000439A-M20A REGISTRATION DATE: 8/12/2016 HERS PROVIDER: CALCERTS, INC. PARENT PROJECTS Err REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS DATE REMARKS I NOTES T BOND INFORMATION Printed: Tuesday, February 14, 2023 2:54:24 PM 5 of 6 WsYsrEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 9/13/2016 BURT HANADA PERMIT EXTENSION RE PERMIT EXTENSION RE 0 58-923 Jerez.pdf 58-923 Jerez.pdf SFD-14-193 - DOC 10/17/2016 JAKE FUSON CERTIFICATE OF CERTIFICATE OF 0 OCCUPANCY OCCUPANCY.pdf Printed: Tuesday, February 14, 2023 2:54:24 PM 5 of 6 WsYsrEMS Printed: Tuesday, February 14, 2023 2:54:24 PM 6 of 6 WsYsrEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED The south side of the The south side of the IMAGE 9/8/2016 GREG CURDES 0 house looking west .J PG house looking west .JPG IMAGE 9/8/2016 GREG CURDES The back yard west The back yard west 0 side.JPG side.JPG The south side of the The south side of the IMAGE 9/8/2016 GREG CURDES 0 house looking east.JPG house looking east.JPG IMAGE 9/8/2016 GREG CURDES Job Card.JPG Job Card.JPG 0 IMAGE 9/8/2016 GREG CURDES The front of the house The front of the house 0 on the east side.JPG on the east side.JPG East side of the house East side of the house IMAGE 9/8/2016 GREG CURDES 0 front entrance.JPG front entrance.JPG SFD-14-193 - FIRE IMAGE 9/13/2016 JAKE FUSON FIRE DEPARTMENT DEPARTMENT 1 CLEARANCE CLEARANCE.jpg Printed: Tuesday, February 14, 2023 2:54:24 PM 6 of 6 WsYsrEMS ___ z+ Residential Connection -Charge Estimate _ Date: Del-em?er'26, 201.3- . }= Customer Name: . ,. -oeseet aeVe S tT::P; t'. Phone No. - :7� Parcel No. 76-4-650-023 Geo. Address:.5MBs irYE ,c}u! LID: W BlodcNo. Lot No. f SiaeofLot: �.y:` Sq. ft. Tract No. .31681- Type of Service: R-1: Duplex: ❑ Triplex: ❑ Apts: ❑ - SWSC:=_ �,�3 Acres:..... Vii.. SWSC: as:_;i.. '" acre WSBFC• IS SCC: Meter: Meter Size. Meter surcharge: - Service Size: Service:. Meter & Service: _ Backflow: Treatment: 1� Other: (see explanation below) Sewer Lateral:. T Total: $ 8,811.06 Other: Abandon / Relocate $2,436/edu Collection: $2.415/edu inch inch lnforc anon S..upplf d:E Costtinter CVWD System Data Domestic Water Demand* Max. Flow= -29 5: 9PM Min. Pressure= .- '' p1 PSI Fire Sprinkler Demand* Max. Flow=. �31 gpm Min. Pressure= 23.65 DSi System Type• . Multi ❑ Stand Alone ❑ CVWD USES WORST CASE CONDMON Service Connection" Max. Flow* .lam 1.44 ... Inlet Pressure= *102. Psi Outlet Pressure= 69--PSi Meter Size = 3 4 inch Service Size= Inch *s For Calculation Purposes- Service Connection Includes: Service Connection Pipe=SW, Meter Stop, Meter, Check Valve & Shut Off Valve Notes: Tract'Na Oral lulQiii► ail? �Andal�ssia , ppro��ed -wg 355413, a seNlo6 ea=st's araC ver 's M d 3542 a. ewer fates!. 1'1.9 Acre_ pd €or 5W C r1&'7R i2119S copy attached;. Co4ct..46 . gar the r ria r►i g r lc�w:' Fer peciaE_ ree,3=e = r�o ty'Sf3i'C ;r C5� o: SCC. -� 3-�-106Prior to Press. Reg. Valve SYMONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 LICENSE C16-682025 HYDRAULIC CALCULATIONS f FOR ANDALUSIA *** PLAN #25 *** REMOTE AREA 1 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 14-103 DATE: 2-28-14 -DESIGN DATA - OCCUPANCY CLASSIFICATION: R3 DENSITY: .05 gpm/400 sq. ft. AREA OF APPLICATION: 400 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 1 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 20.0 gpm TOTAL WATER REQUIRED (including hose): 25.0 gpm FLOW AND PRESSURE (@ NODE 5 BOR): 20.0 gpm @ 48.3 psi SPRINKLER K -FACTOR (ORIFICE SIZE): 4.9 DESIGN/LAYOUT BY: CANDI CAUDILLO AUTHORITY HAVING JURISDICTION: RIVERSIDE COUNTY FIRE DEPT. WATER FLOW AVAILABILITY DATA: STATIC: 102 psi( -10o 91PSI) RESIDUAL: 101 psi FLOW: 500 gpm WATER DEPARTMENT: COACHELLA VALLEY WATER 12-26-13 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA ) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 I DATE: 3/28/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-103-B.SDF JOB TITLE: PLAN #25 - 1 HEAD CALC j WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 { 91.0 90.0 500.0 91.0 25.0 75.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 75.8 25.0 2 3.0 - - - - 68.0 3 3.0 - - - - 55.0 - - - 4 5.0 - - - 53.5 - - - 5 9.0 HOSE STREAM 48.3 5.0 6 15.0 - - - - 44.8 - - - 7 15.0 - - - - 43.0 - - - 8 15.0 - - - - 35.6 - - 9 15.0 - - - - 30.5 - - 10 15.0 - - - - 36.1 - - - 11 15.0 - - - - 30.0 - - - 12 15.0 - - - - 25.8 13 20.0 - - - - 24.1 - - - B 20.0 - - - - 21.1 - - A 20.0 K= 4.90 16.7 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 l DATE: 3/28/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-103-B.SDF JOB TITLE: PLAN #25 - 1 HEAD CALC + PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 25.0 0.995 PL 30.00 PF 6,6 C 1 0.0 SRCE 75.8 (N/A) 10.3 150 FTG TG PE -1.3 2 3.0 0.0 68.0 0.0 0.168 TL 39.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 68.0 0.0 13.0 psi, 25.0 gpm 3 3.0 0.0 55.0 0.0 Pipe: 3 25.0 2.047 PL 120.00 PF 0.6 3 3.0 0.0 55.0 0.0 2.4 150 FTG 3.0 PE --0.9 4 5.0 0.0 53.5 0.0 0.005 TL 123.00 PV Pipe: 4 25.0 1.025 PL 5.00 PF 3.5 4 5.0 0.0 53.5 0.0 9.7 150 FTG 19.0 PE -1.7 5 9.0 H -S. 48.3 5.0 0.146 TL 24.00 PV Pipe: 5 20.0 1.101 PL 6.00 PF 0.9 5 9.0 H.S. 48.3 5.0 6.7 150 FTG 7.0 PE -2.6 6 15.0 0.0 44.8 0.0 0.068 TL 13.00 PV Pipe: 6 20.0 1.101 PL 11.00 PF 1.8 6 15.0 0.0 44.8 0.0 6.7 150 FTG 15.0 PE 0.0 7 15.0 0.0 43.0 0.0 0.068 TL 26.00 PV Pipe: 7 10.3 0.874 PL 81.00 PF 7.4 7 15.0 0.0 43.0 0.0 5.5 150 FTG 40.0 PE 0.0 8 15.0 0.0 35.6 0.0 0.061 TL 121.00 PV Pipe: 8 10.3 0.874 PL 60.00 PF 5.2 8 15.0 0.0 35.6 0.0 5.5 150 FTG 25.0 PE 0.0 9 15.0 0.0 30.5 0.0 0.061 TL 85.00 PV Pipe: 9 10.3 0.874 PL 34.00 PF 4.2 9 15.0 0.0 30.5 0.0 5.5 150 FTG 35.0 PE -2.2 13 20.0 0.0 24.1 0.0 0.061 TL 69.00 PV Pipe: 10 9.7 0.874 PL 74.00 PF 6.9 7 15.0 0.0 43.0 0.0 5.2 150 FTG 50.0 PE 0.0 10 15.0 0.0 36.1 0.0 0.055 TL 124.00 PV Pipe: 11 9.7 0.874 PL 60.00 PF 6.1 10 15.0 0.0 36.1 0.0 5.2 150 FTG 50.0 PE 0.0 1.1. 15.0 0.0 30.0 0.0 0.055 TL 110.00 PV Pipe: 12 9.7 0.874 PL 52.00 PF 4.3 11 15.0 0.0 30.0 0.0 5.2 150 FTG 25.0 PE 0.0 12 15.0 0.0 25.8 0.0 0.055 TL 77.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/28/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-103-B.SDF JOB TITLE: PLAN #25 - 1 HEAD CALC i 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) # Pipe: 13 9.7 0.874 PL 19.00 PF 2.5 12 15.0 0.0 25.8 0.0 5.2 150 FTG 27.0 PE -2.2 B 20.0 0.0 21..1 0.0 0.055 TL 46.00 PV Pipe: 14 10.3 0.874 PL 29.00 PF 3.0 13 20.0 0.0 24.1 0.0 5.5 150 FTG 21.0 PE 0.0 B 20.0 0.0 21.1 0.0 0.061 TL 50.00 PV Pipe: 15 20.0 0.874 PL 6.00 PF 4.4 B 20.0 0.0 21.1 0.0 10.7 150 FTG 15.0 PE 0.0 A 20.0 4.9 16.7 20.0 0.209 TL 21.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.4 computer program under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.006 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 15. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 91.00 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP J SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/28/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-103-B.SDF f JOB TITLE: PLAN #25 - 1 HEAD CALC PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 2.047 4.77 9.54 2.86 10.49 5.72 0.95 9.54 9.54 9.54 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 { SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 I DATE: 3/28/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-103-B.SDF JOB TITLE: PLAN #25 - 1 HEAD CALC U) H ul Fq F4 w a, D U) a w El r- 0 O O O O H O O O O w d N C7 fc� D (.9 W p -I PG w cn cn D PL W — 04 W -1 -- O O O I +J U) O N O E OD 0 p 4-4 V) O W is +� b o Q aro D4 +J O w o N m U -ri C (D 4J O 0 o z r) O O N I 04 I a I U) iT 0) U U O � o > I O A40 m n a a ro (v N Q+ w W N a, N I I w (n Q � z ro a. ?moi R, � N I I W Cw7 ,1 o 0 amo ai ui Ivy cn a >� � 04 �� Ixra: CD i I o J m I En aCD I En 0 r -I I m v I +� I -p co I I I I 1 I 1 r- 0 O O O O H O O O O w d N C7 fc� D (.9 W p -I PG w cn cn D PL W — 04 W -1 -- O O O I +J U) O N O E OD 0 p 4-4 V) O W is +� b o Q aro D4 +J O w o N m U -ri C (D 4J O 0 o z r) O O N SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/28/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-103-B.SDF JOB TITLE: PLAN #25 - 1 HEAD CALC WATER SUPPLY CURVE 96+ i I 0 * <-90.0 psi @ 500 gpm 88+ Flow Test Point I I I 80+ 1 X 1 72+ I I I P 64+ R E S S 56+ U 1 R E 48+ ( I P S 1 I 40+ I I I 32+ I I I 24+ I I 16+ LEGEND " I" I X = Required Water Supply " I 75.83 psi @ 25.0 gpm " 8+ if 0 = Available Water Supply If 1 91.00 psi @ 25.0 gpm " FT 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) i SYMONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR ANDALUSIA *** PLAN #25 *** REMOTE AREA 2 HEAD CALL TYCO LF II CONC/FLAT FILE NUMBER: 14-103 DATE: 2-28-14 -DESIGN DATA - OCCUPANCY CLASSIFICATION: R3 DENSITY: .05 gpm/256 sq. ft. AREA OF APPLICATION: 512 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 26.6 gpm TOTAL WATER REQUIRED (including hose): 31.6 gpm FLOW AND PRESSURE (@ NODE 5 BOR): 26.6 gpm @ 50.9 psi SPRINKLER K -FACTOR (ORIFICE SIZE): 4.9 DESIGN/LAYOUT BY: CANDI CAUDILLO AUTHORITY HAVING JURISDICTION: RIVERSIDE COUNTY FIRE DEPT. WATER FLOW AVAILABILITY DATA: STATIC: 102 psi( -loo 91PSI) RESIDUAL: 101 psi FLOW: 500 gpm WATER DEPARTMENT: COACHELLA VALLEY WATER 12-26-13 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.6 GPM SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/28/2014 C:\PROGRAM - - - FILES\HRS SYSTEMS\HASS83\14-103-1.SDF JOB TITLE: PLAN #25 - 2 HEAD CALC 9.0 HOSE STREAM 50.9 WATER SUPPLY DATA 15.0 - - - - 46.8 - - - 7 I SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 91.0 90.0 500.0 91.0 31.6 84.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 84.2 31.6 2 3.0 - - - - 72.8 - - - 3 3.0 - -- - - 59.8 - - - 4 5.0 - - - - 58.0 - - - 5 9.0 HOSE STREAM 50.9 5.0 6 15.0 - - - - 46.8 - - - 7 15.0 - - - - 43.8 - - - 8 15.0 - - - - 29.8 - - - 9 15.0 - - 19.9 - - - 10 15.0 - - - - 33.7 -- - - 11 15.0 - - - - 24.8 - - 12 15.0 - - - - 18.5 - - - 13 20.0 - - - - 9.7 - - - 14 20.0 K= 4.90 7.6 13.5 15 20.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/28/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-103-1.SDF JOB TITLE: PLAN #25 - 2 HEAD CALC PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ, PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 31.6 0.995 PL 30.00 PF 10.1 1 0.0 SRCE 84.2 (N/A) 13.0 150 FTG TG PE -1.3 2 3.0 0.0 72.8 0.0 0.259 TL 39.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 72.8 0.0 13.0 psi, 31.5 gpm 3 3.0 0.0 59.8 0.0 Pipe: 3 31.5 2.047 PL 120.00 PF 0.9 3 3.0 0.0 59.8 0.0 3.1 150 FTG 3.0 PE -0.9 4 5.0 0.0 58.0 0.0 0.008 TL 123.00 PV Pipe: 4 31.5 1.025 PL 5.00 PF 5.4 4 5.0 0.0 58.0 0.0 12.3 150 FTG 19.0 PE -1.7 5 9.0 H.S_ 50.9 5.0 0.224 TL 24.00 PV Pipe: 5 26.5 1.101 PL 6.00 PF 1.5 5 9.0 H.S_ 50.9 5.0 8.9 150 FTG 7.0 PE -2.6 6 15.0 0.0 46.8 0.0 0.115 TL 13.00 PV Pipe: 6 26.5 1.101 PL 11.00 PF 3.0 6 15.0 0.0 46.8 0.0 8.9 150 FTG 15.0 PE 0.0 7 15.0 0.0 43.8 0.0 0.115 TL 26.00 PV Pipe: 7 14.6 0.874 PL 81.00 PF 14.1 7 15.0 0.0 43.8 0.0 7.8 150 FTG 40.0 PE 0.0 8 15.0 0.0 29.8 0.0 0.116 TL 121.00 PV Pipe: 8 14.6 0.874 PL 60.00 PF 9.9 8 15.0 0.0 29.8 0.0 7.8 150 FTG 25.0 PE 0.0 9 15.0 0.0 19.9 0.0 0.116 TL 85.00 PV Pipe: 9 14.6 0.874 PL 34.00 PF 8.0 9 15.0 0.0 19.9 0.0 7.8 150 FTG 35.0 PE -2.2 13 20.0 0.0 9.7 0.0 0.116 TL 69.00 PV Pipe: 10 12.0 0.874 PL 74.00 PF 10.1 7 15.0 0.0 43.8 0.0 6.4 150 FTG 50.0 PE 0.0 10 15.0 0.0 33.7 0.0 0.081 TL 124.00 PV Pipe: 11 12.0 0.874 PL 60.00 PF 8.9 10 15.0 0.0 33.7 0.0 6.4 150 FTG 50.0 PE 0.0 11 15.0 0.0 24.8 0.0 0.081 TL 110.00 PV Pipe: 12 12.0 0.874 PL 52.00 PF 6.3 11 15.0 0.0 24.8 0.0 6.4 150 FTG 25.0 PE 0.0 12 15.0 0.0 18.5 0.0 0.081 TL 77.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/28/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-103-1.SDF JOB TITLE: PLAN #25 - 2 HEAD CALC f PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 12.0 0.874 PL 45.00 PF 6.7 12 15.0 0.0 18.5 0.0 6.4 150 FTG 37.0 PE -2.2 13 20.0 0.0 9.7 0.0 0.081 TL 82.00 PV Pipe: 14 13.5 0.874 PL 5.00 PF 2.0 13 20.0 0.0 9.7 0.0 7.2 150 FTG 15.0 PE 0.0 14 20.0 4.9 7.6 13.5 0.102 TL 20.00 PV Pipe: 15 13.0 0.874 PL 15.00 PF 2.6 13 20.0 0.0 9.7 0.0 7.0 150 FTG 13.0 PE 0.0 15 20.0 4.9 7.0 13.0 0.094 TL 28.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.4 computer program under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.007 gpm and a maximum imbalance at any node of 0.098 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.0 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 90.99 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP 1 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/28/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-103-1.SDF JOB TITLE: PLAN #25 - 2 HEAD CALC i PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 2.047 4.77 9.54 2.86 10.49 5.72 0.95 9.54 9.54 9.54 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/28/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-103-1.SDF JOB TITLE: PLAN #25 - 2 HEAD CALC O 0 I YA %/,1 f f 1 1 m O O O O O O cr O O O O O O O 00 l0 d N H c�F: �cD a4W n D aa(n 4-- I D D r N V) v a +) m Q) E-1 D F. O p 4-1 U) N ri a� �4J r -I O p., w �A n O o N m U -ri -�4 O U) O Ln G a a� C> V) O 0 v+ q a� a -i C) 0 z M O O N r I ! >> 1 ON f U w u 01 U O Nw kw LTJ O o ui ,1 m H 0a ro wM 04 V)M 04E N Cn A a z N C4 C4 N '�niEnncn 44 C7 HM �w � I U) a �� fa�9w W CD I o a f -I N ti I� N 4 f 14 ! I O I - 0 f 1 U l �4 f � I � I YA %/,1 f f 1 1 m O O O O O O cr O O O O O O O 00 l0 d N H c�F: �cD a4W n D aa(n 4-- I D D r N V) v a +) m Q) E-1 D F. O p 4-1 U) N ri a� �4J r -I O p., w �A n O o N m U -ri -�4 O U) O Ln G a a� C> V) O 0 v+ q a� a -i C) 0 z M O O N SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/28/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-103-1.SDF JOB TITLE: PLAN #25 - 2 HEAD CALC WATER SUPPLY CURVE 96+ I 0 * <-90.0 psi @ 500 gpm 88+ Flow Test Point I x 1 80+ I I I 72+ I I I P 64+ R E S I S 56+ U I R I E I 48+ ( I P I S I I 40+ I I I 32+ I I I 24+ I I 16+ LEGEND " X = Required Water Supply " 84.23 psi @ 31.6 gpm " 8+ 0 = Available Water Supply " 90.99 psi @ 31.6 gpm " Iir 0++-+---+----+-----+------+--------+- -- 200 300 400 500 600 700 FLOW (GPM) -- + - -- -------+--------------+ 800 900 1000 Riverside County Fire Department �,. Fire Protection Planning Section E3 Riverside Office: 2300 Market St , Ste. 150, Riverside, CA 92501 Ph. (951) 955-4777 Fax (951) 955-4886 Murrieta Office: 39493 Los Alamos Rd., Ste A, Munieta, CA 92563 Ph (951) 600-6160 Fax (951) 600-6164 Palm Desert Office: 77-933 Las Montanas Rd., # 201 Palm Desert, CA 92 21 1-41 31 Ph (760) 863-8886 (760) 863-7072 Fire Department Clearance/Release Date: 09-04-15 To: La Quinta B & S Fax: Tract/Parcel Map #: Andalusia Coral Mountain Permit/Lot #: LAQ-14-RS-002 - Lot 20 ,lob Site Address: 58923 Jerez Road La Quinta Approved Final For Recordation - Automatic Sprinkler System Release For Building Permit(s) Shell Final Only (No Tenant) Final For Occupancy Building Plan Check Fees Paid Building Plan Check Fees Not Paid Other Fees Fees Not Required If you should have any questions, please contact the appropriate Riverside County Fire Protection Planning office for further assistance. Authorizing Signature For Release Thomas Cervantes Print Name Form C — Revised 7/282014 Cervantes, Thomas@CALFIRE Subject: 2. LAQ-I4-RS-002 - ANDALUSIA/LOT 20 - RES SPK FINAL Location: 58923 JEREZ, LOT 20, LA QUINTA Start: Fri 9/4/2015 10:30 AM End: Fri 9/4/2015 11:00 AM Recurrence: (none) Organizer: Cervantes, Thomas@CALFIRE Rep. Name: LUPE Phone#: 760-574-8298 Cell#: Co. Name: SYMONS FIRE PROTECTION %�IUZIZIQL. HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rough ire inspection Underground rough Function test Underground hydro Duct detectors/velocity Flush 24 hr. battery test Final Sprinkler monitoring SPRINKLER U.G. Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Deluge/pre-action Weld inspection Final Overhead rough piping UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/Inspect. Test Emergency shut off High pile storage Primary piping In -rack sprinklers Secondary piping Hose racks Dispensers & shear valves X Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off High pile rack storage Nozzle model/placement H.P. vents/access/corridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Buildin Knox box Air flow test Gate access Knox box/padlock Mechanical interlock BUILDING INSPECTIONS Extinguishing system T/I final Fire alarm connection Shell final Final Final for occupancy Start Time: Finish Time: Start Time: Finish Time: 1 Hetrick, Kohl@CALFIRE Subject: LAQ-I4-RS-002 - ANDALUSIA@CORAL MOUNTAIN - OH ROUGH Location: 58923 JEREZ RD LOT 20, LA QUINTA Start: Tue 7/29/2014 2:30 PM End: Tue 7/29/2014 3:00 PM Recurrence: (none) Organizer: Hetrick, Kohl@CALFIRE Rep. Name: LUPE Phone#: 760-574-8298 Cell#: Co. Name SYMONS FIRE HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rough -wire inspection Underground rou h Function test Underground hydro Duct detectors/velocity Flush 24 hr. battery test Final S rinkler monitoring SPRINKLER U.G. Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Deluge/pre-action Weld inspection Final X Overhead rough piping UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/Inspect. Test Emerge cshut off High pile storage Primary piping In -rack sprinklers Secondary piping Hose racks Dispensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct extinquishina Gas/Electrical shut-off High pile rack storage Nozzle model/placement H.P. vents/access/corridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test Gate access Knox box/padlock Mechanical interlock BUILDING INSPECTIONS Extinguishing system T/I final Fire alarm connection Shell final Final Final for occupancy Start Time: Finish Time: Start Time: Finish Time: PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALIMESA CANYON LAKE COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO JURUPA VALLEY LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY NORCO PALM DESERT PERRIS RANCHO MIRAGE RUBIDOUX CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: KEVIN JEFFRIES DISTRICT 1 JOHN TAVAGLIONE DISTRICT 2 JEFF STONE DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 KIVERSIDE COUNTY FIRE D r-PARTMENT IN COOPERATION 1N, i THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 • Fax (760) 863-7072 www.rvcfire.org April 23rd,2014 Symons Fire Protection 1050 Pioneer Way,Suite R El Cajon,CA 92020 Re: Residential Fire Sprinkler Plan Review LAQ-I4-RS-002, Andalusia @ Coral Mnt.58923 Jerez,Lot#20,LaQuinta,CA The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department Planning & Engineering personnel and are approved with the following conditions. A minimum of three spare fire sprinklers of each type and temperature rating along with a sprinkler wrench should be located in a spare cabinet at the system riser or other approved location. Permanently marked identification signs shall be attached to all control valves. A warning sign, with minimum'/ inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire sprinkler system, such as water softeners, filtration systems, and automatic shut-off valves, shall not be added to the system without a review of the fire sprinkler system by a fire protections specialist. DO NOT remove this sign. The following inspections/tests are required to be witnessed by the Fire Department Planning Division Staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure (b) Final inspection The Fire Department job card, approved plans and condition letter must be at the job site or NO inspection will be performed. Applicant/installer shall be responsible to contact the Fire Department to schedule inspection(s) a minimum of 72 hours prior to the requested inspection date. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering Staff at (760) 863 8886. Sincerely, Lisa Nottingham, Fire Safety Specialist Riverside County Fire Depan..ient Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 -- Fax: (951) 955-4886 l 'rotection Planning Palm Desert Office: 77-933 Las Montanas Rd., Ste 201 - Palm Desert CA 92211 Phone: (760) 863-8886 - Fax: (760) 863-7072 PLAN REVIEW FORM ❑ New ❑ Re -Submittal # ❑ As-builts Permit No. .AKQ—P-CZS -- C�O2 5-P:D- Iz4-1 3 Project Information (Please Print) Project Name:>>���{�� Address: City & Zip: A. 3 Mart a5 Office Use Only RJECEIVE-D AP,, // 2-014 ':AIXL COI,TTY FIRL C no:: PLANNING ;, 6 -IM 6 Plans Received I have read and understand that Fire Dept. fees are Deposit Based Fees and there may be additional money du",o or 12!r project final. Sign: �-� ✓J•✓ Print: r' Contact Information Billing Information ❑ Same as Contact Info 1 CONTACT PERSON: -3 � Lk`� BILL TO: T� lJ• 1 f -ea: Dp�"NI A`& l J'`� r Mailing Address: ! U `�i2©(�'it; Mailing Address: City & Zip ` lt-% �� .� �'2�3 City & Zip Phone No.:-,) �bq'A - to Z 6 Fax:)60,51- jg'Fz5to Phone No.: Fax: Email: �k1��� 0 Email: The person listed on "Billing Information" will receive ALL billing, correspondence and refunds for any work billed to this permit. Any changes in billing information must be made in writing to our office. Plan Review Type (Check aoarooriate items ❑ Commercial ❑ Industrial `residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ( New / Existing ) ❑ High Fire Area Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring ❑ Fire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site ❑ High Pile/Racks ❑ Other: ❑ Underground Water Storage Tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground Office Use• Fee Paid: Called for Pick -Up Reviewed by: Date: c( �� I � By: Date Paid: PC Review Date: ' I Picke CApproved ❑ Denied d- 11 Date: 1 By: Received By: Plans Stamped: ❑Yes ONO Shipped By / Method Letter Attached: ❑Yes ❑No Receipt#(OCR) Job Card Included: DYes ❑No ❑DBF ❑DBF ❑DBF Form 1 —Revised 7/25/2012 Visit us at www.rvcfire.or Fire Department Deposit Based Fees Effective as of 11/16/1998 — County Ordinance 671.18 These are ueposit teased Fees and there may be additional money due prior to or after project final. We do not accept cash or credit cards Checks or Money Orders are to be made payable to: Riverside County Fire Department Plans are reviewed in the order they are received. Plan Review/Inspection Min. Plan Sets Deposit Base Fee Building 2 $1,056.00 I Tenant Improvement Building 2 $696.00 Fire Sprinkler (per riser) 3 $614.00 Tenant Improvement Sprinkler 3 $614.00 Residential Sprinkler 3 $614.00 Fire Alarm System 3 $627.00 Sprinkler Monitoring System 3 $192.00 Suppression Systems 3 $215.00 Aboveground Fuel Storage Tank (first tank) 3 $217.00 - Each additional tank $32.00 High Pile or Rack Storage 3 $348.00 Fire Flow Report 1 $178.00 Technical Report - Research i I $584.00 Special Inspection $126.00 Items not listed above are on a sliding scale starting at $197.00 - Up IN n.,; erside County Fire Depai gent Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 955-4886 - s Protection Planning Palm Desert Office: 77-933 Las Montanas Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 - Fax: (760) 863-7072 PLAN REVIEW FORM New ❑ Re -Submittal # ❑ As-builts Permit No. Lna- /�-,FS -oo ��- Project Information (Please Print) 76 MCIV6 L .L Office Use Only RECEIVED JAI'! 0 S 2014 Plans Received Project Name: NLAI &521 LL&U k2vu N I have read and understand that Fire Dept. fees are �]Deposit Based Fees and there may be additional Address: 1 E `��"�"� money due or to r a r ro' I final. City &Zip: rL, l I; ��O D Sign: Print: Contact Information Billing Information ASame as Contact Info CONTACT PERSON: &/A�J _ BILL TO: —rl6t�'t-D Mailing Address 5 LSC )�lt� :5 Mailing Address: City & Zip tA C Q i r4l, A a 111 ' city & Zip Phone No.110 1.r11 1,726 Fax.jbb 56TZ:J. Phone No.: Fax: Email:�� Email: The person listed on "Billing Information" will receive ALL billing, correspondence and refunds for any work billed to this permit. Any changes in billing information must be made in writing to our office. Plan Review Type (Check appropriate ❑ Commercial ❑ Industrial ' [ Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ( New / Existing ) ❑ High Fire Area .Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring ❑ Fire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site ❑ High Pile/Racks ❑ Other: ❑ Underground Water Stora a Tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground Office U Fee - Fee Paid: Reviewed by: Date Paid: —1. r, I Check#: o o'+ (" 0 9 Received By: Vj i r C F Receipt#(OCR)` ❑DBF PC Review Date: ❑ Approved It Denied Plans Stamped: ❑Yes ❑No Letter Attached: E]Yes ❑No Job Card Included: ❑Yes E1No ❑DBF Form 1 —Rev ised 7/25/2012 Visit us at www,rvcfire.ora Called for Pick -Up L, . M Date: 1 I.3C) /l til By. c-1 t1 a Picked -Up Date: j Ali ILI By: Shipped By / Method ❑DBF