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FSS2022-0221ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE JOSE DELGADO 4/6/2023 4/12/2023 CONTRACTOR REQUESTED FINAL INSPECTION. PERMIT EXPIRED AS OF 1/4/23 (6 MOS FROM DATE OF LAST APPROVED INSPECTION). ADDED EXTENSION FEE OF $88 AND EXTENDED PERMIT TO 5/10/23 SO CONTRACTOR CAN PAY FEE VIA ETRAKIT. WILL ALSO REQUIRE AN EXTENSION REQUEST LETTER FROM CONTRACTOR. OK TO EXTEND PER KOHL. FEES HAVE BEEN PAID AND CONTRACTOR PROVIDED EXTENSION REQUEST. EXTENDING PERMIT FOR ANOTHER 6 MONTHS. CONDITIONS Description: ANDALUSIA / FIRE SPRINKLER / BRES2021-0690 / PLAN 202 Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - TRACT HOMES Status: ISSUED Applied: 6/6/2022 ECON Parcel No: 764200071 Site Address: 59005 MARBELLA LA QUINTA,CA 92253 Approved: 6/7/2022 AHI Subdivision: 37790 Block: Lot: Issued: 6/8/2022 ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $4,000.00 Occupancy Type: Construction Type: Expired: 10/12/2023 JOD No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: fire sprinklers for lot 50020 Printed: Thursday, April 13, 2023 2:35:47 PM 1 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0221 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT SYMONS FIRE PROTECTION INC 9475 Chesapeake Drive san diego CA 92123 (619)588-6364 angela@symonsfp.com CONTRACTOR SYMONS FIRE PROTECTION INC 9475 Chesapeake Drive san diego CA 92123 (619)588-6364 angela@symonsfp.com OWNER National Mortgage & Land Co.81570 Carboneras La Quinta CA 92253 (619)588-6364 jlopez@andalusiacc.co m INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD ROUGH PIPING LIN 7/7/2022 7/7/2022 APPROVED Actual meter is 1" not 3/4" FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE PERMIT EXTENSION (ADMIN PROCESSING) 101-0000-42420 0 $88.00 $88.00 4/12/23 WEB14869 849846052 CREDIT 682025 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $167.00 $167.00 6/8/22 WEB12061 637566502 86 CREDIT 682025 ECON Total Paid for FIRE FEES: $255.00 $255.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 6/8/22 WEB12061 637566502 86 CREDIT 682025 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 6/8/22 WEB12061 637566502 86 CREDIT 682025 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$271.00 $271.00 Printed: Thursday, April 13, 2023 2:35:47 PM 2 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0221 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 6/6/2022 Etrakit Contractor FIRE APPLICATION FIREAPPLICATION LOT 50020.pdf 1 DOC 4/12/2023 Etrakit Contractor extension letter Andalusia lot 50020 plan 202.pdf 1 DOC 7/8/2022 LUCERO INIGUEZ ANDALUSIA PLAN 202 REVISED lot 20.pdf ANDALUSIA PLAN 202 REVISED lot 20.pdf 1 BOND INFORMATION OVERHEAD HYRO LIN 7/7/2022 7/7/2022 APPROVED Actual meter is 1" not 3/4" FIRE FINAL**LRO 4/14/2023 REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST PERMIT TECH – ETRAKIT (1 DAY) PERMIT TECH BUCKET 6/6/2022 6/7/2022 6/7/2022 COMPLETE PARENT PROJECTS Printed: Thursday, April 13, 2023 2:35:47 PM 3 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0221 8" MAIN1" COPPERLATERAL20'-0"134" WATERMETER2350'FT OF 2" PVC45'FT OF 1" COP(SWEEP)COMBINED PLUMBING ANDSPRINKLER SHUT OFF(OPTIONAL)PLUMBINGSHUT OFF5EL=0'EL=3'EL=3'EL=6'B.O.R. EL=9'1" CHECK VALVE1/2" DRAIN300LB. WATER GUAGE6T.O.R. EL=18'TRANSITION FROMCOP TO CPVCTRANSITION FROMPVC TO COP1" CPVC 1" CPVCDOMESTIC PLUMBINGREGULATORFIRE SPRINKLER RISERNTSPLOT PLANN.T.S.NAREA OF WORKNVICINITY MAPN.T.S.THE RECIPIENT OF THESE PLANS HEREBY ACKNOWLEDGES THAT ALL PLANS, DETAILS, SPECIFICATIONS AND/OR METHODS OF INSTALLATION CONTAINED IN THIS SET OF DRAWINGS IS THE SOLE PROPERTY OF SYMONS FIRE PROTECTION, INC., AND THAT ANY USE OF THIS SET OF DRAWINGS IS PROHIBITED AND IS A VIOLATION OF COPYRIGHT LAWS WITHOUT FIRST RECEIVING PERMISSION FROM SYMONS FIRE PROTECTION, INC.DRAWN BY :SCALE :DATE :JOB NO.SHEET NO.PROJECT: CONTRACT WITH: DRAWING TITLE MARK DATE BYDESCRIPTION AUTHORITY HAVING JURISDICTION PHONE REVISIONS LA QUINTA FIRE DEPARTMENT (760) 777-7125 LA QUINTA. CA 92253 MARBELLA ANDALUSIA PLAN 202 LA QUINTA. CA 92253 81570 CARBONERAS NATIONAL MORTGAGE AND LAND CO. FIRE SPRINKLER SYSTEM7. 22. 2021AS NOTEDiBARRA20-0577FP1-----121 5 5 P A IN E PLACE * PO W AY , C A 9 2 0 6 4 * (6 1 9 ) 5 8 8-6 3 6 4 * FAX (619) 588-6805 * www.symonsfp.com * CA LIC. #682025 *FCYLNN TE OO ES,ICCENSI PF T .O OOC16/C10 F CP NF 682025M I EXP. DATE T AD E EII R NORR ARITL E E ST IRR TC TR T O ONNF CSC AIA R O 12. 31. 22 I A 10% REDUCTION WAS TAKEN OFF FOR CALC PURPOSES. STATIC PRESSURE IS CALCULATED AT 86.4 PSI PER COACHELLA VALLEY WATER DISTRICT. RESIDUAL SYSTEM WAS CALCULATED AT 77.7 PSI. ALL ROOMS ARE BASED ON 15x15 FT SPACING. CALCULATIONS ARE BASED ON THE WORST CASE SCENARIO TWO HEAD CALC ON 15 FT SPACING 4 FS1 A FS1 A 18 sq.ft. 16 sq.ft. 18 sq.ft. 7 sq.ft. 18 sq.ft. 23 sq.ft. HEAT ZONE HEAT ZONE PLAN TYPE 202 FLOOR PIPING PLAN 1" RISER IN WALL W/ INT. LABELED ACCESS PANEL 9 sq.ft. 17 sq.ft. DN 2'-6 UP 2'-6 DN UP 6'-6"6'-8"5'-6"2'-6"7'11'-3"2'-10"7'-6"10'-1"5'-6"11'-1"5'-6"4'-6"7'5'-4" 7'-6"8'-6"2'-6"3'7'-3"14'-6"7'-6"5'-6"13'-7"13'-6"7'-3" 12'-4"15'4' 6'-8" L L L L L J L L L L L L L L L L L L L L L L L L L L L L L L J LL L L L L L L L L L L L L L LL L L L L L L L L L L L L L L L L L L J L AL L LL LACAF J S/C S/C S/C TAG J L LL L L L VGFI L L L L L L L L J J J L L COURTYARD PATIO 12'-1" CLG. GREAT ROOM 12'-1" CLG. BATH 10'-1" CLG. MASTER KITCHEN 12'-1" CLG. PORTICO PWDR BATH 3 10'-1" CLG.CASITA 10'-1" CLG. PORCHENTRY 12'-1" CLG. GARAGEGOLF CART LAUN. 10'-1" CLG. SITTING 12'-1" CLG. BEDROOM 10'-1" CLG. MASTER BEDROOM 2 10'-1" CLG. HALL BATH 2 10'-1" CLG. CLOSET10'-1" CLG. WALK-IN COVERED 10'-1" CLG. 16'-1" CLG. DW GARAGE2-CAR WH A/C A/CA/C 10'-1" CLG.KITCHENETTE\A1;\A1; PWDR10'-1" CLG. \A1;\A1; Residential AREA 1 ?0.05gpm/ft² for 253ft² 5 B.O.R. 6 212 213 39 Hydraulic Information OCCUPANCY CLASSIFICATION Residential AREA 1 DENSITY (gpm/ft²)0.05 for 800ft² (Actual 253ft²) TOTAL HOSE STREAMS 5.00 TOTAL HEADS FLOWING 2 K-FACTOR 4.3 TOTAL WATER REQUIRED 29.22 TOTAL PRESSURE REQUIRED 53.249 BASE of RISER (gpm)24.22 BASE of RISER (psi)30.034 SAFETY MARGIN (psi)+33.145 (38.4%) NVICINITY MAP N.T.S. 2-CAR GARAGEBATH2GREAT ROOM OFFICESITTING 12 4 SPRINKLER SHUT OFF (ABOVE GROUND) 3/4" WATER METER EL= -3' TRANSITION FROM COPPER TO CPVC 50' OF 2" PVC PIPE 1 5' OF 1" COPPER (SWEEP) B.O.R. EL= 1' EL= -6' 4 1" COP LATERAL 8" MAIN UNDERGROUND DETAIL N.T.S. 6 5 ½" DRAIN FLOW SWITCH 1" CHECK VALVE TRANSITION FROM PVC TO COPPER PLUMBING SHUT OFF DOMESTIC PLUMBING REGULATOR 1" CPVC 300 PSI GAUGE 2 3 1" CPVC 1" CPVC EL= -9'5 GPM TO DOMESTIC PLUMBINGSprinkler Legend Symbol Manufacturer SIN Model Quantity K-Factor Type Size Response Finish Temperature Reliable R3511 F1RES30 5 3 Pendent ½Fast White 175°F Total = 5 Hydraulic Information OCCUPANCY CLASSIFICATION Residential AREA 1 DENSITY (gpm/ft²)0.05 for 800ft² (Actual 253ft²) TOTAL HOSE STREAMS 5.00 TOTAL HEADS FLOWING 2 K-FACTOR 4.3 TOTAL WATER REQUIRED 29.22 TOTAL PRESSURE REQUIRED 53.249 BASE of RISER (gpm)24.22 BASE of RISER (psi)30.034 SAFETY MARGIN (psi)+33.145 (38.4%) Hydraulic Information OCCUPANCY CLASSIFICATION Residential AREA 1 DENSITY (gpm/ft²)0.05 for 800ft² (Actual 253ft²) TOTAL HOSE STREAMS 5.00 TOTAL HEADS FLOWING 2 K-FACTOR 4.3 TOTAL WATER REQUIRED 29.22 TOTAL PRESSURE REQUIRED 53.249 BASE of RISER (gpm)24.22 BASE of RISER (psi)30.034 SAFETY MARGIN (psi)+33.145 (38.4%) Hydraulic Information OCCUPANCY CLASSIFICATION Residential AREA 1 DENSITY (gpm/ft²)0.05 for 800ft² (Actual 253ft²) TOTAL HOSE STREAMS 5.00 TOTAL HEADS FLOWING 2 K-FACTOR 4.3 TOTAL WATER REQUIRED 29.22 TOTAL PRESSURE REQUIRED 53.249 BASE of RISER (gpm)24.22 BASE of RISER (psi)30.034 SAFETY MARGIN (psi)+33.145 (38.4%) Hydraulic Information OCCUPANCY CLASSIFICATION Residential AREA 1 DENSITY (gpm/ft²)0.05 for 800ft² (Actual 253ft²) TOTAL HOSE STREAMS 5.00 TOTAL HEADS FLOWING 2 K-FACTOR 4.3 TOTAL WATER REQUIRED 29.22 TOTAL PRESSURE REQUIRED 53.249 BASE of RISER (gpm)24.22 BASE of RISER (psi)30.034 SAFETY MARGIN (psi)+33.145 (38.4%) 7'-0" 1 ¼"6'-6" 1 ½" SPACING 6'-0"1" MAX. HANGER CPVC PIPING APPLICATION 5'-6" SIZES 2"8'-0" HANGER LOCATIONS ARE TO BE PLACED PER MFRS. SPECIFICATIONS ¾" PIPE FIGURE 23 - CPVC HANGER CPVC DOUBLE FASTENER STRAP TYPE HANGER HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE FIGURE 22 - CPVC HANGERCPVC SINGLE FASTENER STRAP TYPE HANGER MINIMUM FASTENER SIZE ACCEPTABLE IS FURNISHED WITH THE HANGER AND IS THE HARDENED HEX HEAD SELF THREADING SCREW FIGURE 24 - CPVC HANGERCPVC DOUBLE FASTENER STRAP TYPE HANGER MINIMUM FASTENER SIZE ACCEPTABLE IS FURNISHED WITH THE HANGER AND IS THE HARDENED HEX HEAD SELF THREADING SCREW PIPING PLAN ¼"=1'-0" ALL 1" CPVC PIPING SCALE: 1/4"=1'-0"FIRE SPRINKLER & PIPING PLAN THE RECIPIENT OF THESE PLANS HEREBY ACKNOWLEDGES THAT ALL PLANS, DETAILS, SPECIFICATIONS AND/OR METHODS OF INSTALLATION CONTAINED IN THIS SET OF DRAWINGS IS THE SOLE PROPERTY OF SYMONS FIRE PROTECTION, INC., AND THAT ANY USE OF THIS SET OF DRAWINGS IS PROHIBITED AND IS A VIOLATION OF COPYRIGHT LAWS WITHOUT FIRST RECEIVING PERMISSION FROM SYMONS FIRE PROTECTION, INC.MARBELLALA QUINTA, CA 92253LA QUINTA FIRE DEPTDRAWING TITLEIRDATE12. 31. 22AFIRE SPRINKLER SYSTEMCSN PPROJECT:EAOCTC 05-10-2022DATE :PHONE.NT OCONTRACT WITH:RIFS1 LO OSNATIONAL MORTGAGE ANDLAND CO.IDRAWN BY: DEREK POWELLAUTHORITY HAVING JURISDICTIONREVISIONS-N R BYIT O FSL-IC OCT(760) 777-7125N MSCALE :OO MARKFIC16/C10RT Y-TEF-NEEEF20-0577TJOB NO. A ANDALUSIA PLAN 202EERR DESCRIPTIONASHEET NO. I 682025AS NOTEDI9475 CHESAPEAKE DR, SAN DIEGO, CA 92123 (619) 588-6364 WWW.SYMONSFP.COM CA. C10 & C16 LIC. #682025 RS,CCOPDEXP. DATETNN - 1. THIS IS A WET PIPE SPRINKLER SYSTEM DESIGNED & INSTALLED PER CRC 313.3, CFC 2019, AND/OR NFPA 13D (2016 EDITION) AND THE LA QUINTA FIRE DEPT. 2. ALL PIPE AND FITTINGS ARE NEW, UL LISTED, AND CONFORM TO THE STANDARDS OF NFPA 13D 2016 EDITION. 3. PROVIDE ELECTRICAL BELL FOR LOCAL ALARM. WIRING BY OTHERS. SIZE AND LOCATION ON PLANS. WATERFLOW ALARM REQUIRED TO BE CLEARLY AUDIBLE IN ALL LIVING SPACES OVER BACKGROUND NOISE WITH ALL INTERVENING DOORS CLOSED. 4. STORAGE IN ATTIC & CRAWL SPACES NOT ALLOWED WHERE NOT PROTECTED. 5. GARAGE & MECHANICAL ROOMS TO BE SPRINKLERED W/175* HEADS 6. SPRINKLER HEADS OMITTED FROM BATHROOMS AND CLOSETS THAT MEET THE CONDITIONS OF 8.3.2 & 8.3.3 NFPA 13D 2016 EDITION. 7. - INDICATES HYD. CALC. REFERENCE POINT. 8. DRILLING OR NOTCHING OF STRUCTURAL MEMBERS SHALL BE IN STRICT ACCORDANCE WITH CBC & CRC - (2016) 9. ALL PENETRATIONS THROUGH FIREWALLS & CEILINGS BETWEEN ATTACHED GARAGE & RESIDENCE WILL BE SEALED IN AN APPROVED MANNER TO MAINTAIN INTEGRITY OF THE FIREWALL. 10. MAINTENANCE BOOK & 1 HEAD (UP TO 3 OF EACH IF REQUIRED) OF EACH TYPE USED PLUS HEAD WRENCH SHALL BE PROVIDED IN SPARE HEAD CABINET LOCATED NEXT TO RISER. 11. PIPE HANGERS SHALL BE IN ACCORDANCE WITH NFPA 13D & THE WRITTEN INSTRUCTIONS OF THE PIPE MANUFACTURER. 12. ANY SPRINKLERS THAT HAVE BEEN PAINTED OUTSIDE OF THE FACTORY SHALL BE REPLACED WITH A NEW LISTED SPRINKLER PER NFPA 13D STANDARDS. 13. EXTERIOR EXPOSED STEEL PIPING PAINTED.(BY OTHERS) 14. CONTRACTOR/OWNER IS RESPONSIBLE FOR INSTALLATION OF UNDERGROUND. (CHECK WITH SYMONS FIRE PROTECTION FOR PROPER SIZING.) 15. SMOKE DETECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH NFPA 72, NATIONAL FIRE CODE (AND TO BE INSTALLED BY OTHERS.) GENERAL NOTES RESIDUAL PSI AT SOURCE STATIC PSI: SYSTEM FLOW REQUIREMENTS: REMOTE AREA 1 GPM FLOWING W/ 4.3 K-FACTOR FLOWS PER HEAD = SPRINKLER FLOW REQ. @ 1HD = SPRINKLER SYSTEM DESIGN CRITERIA & FLOW REQUIREMENTS COCHELLA VALLEY 1HD = PHONE NUMBER: CONTACT: 15' SPACING REL. RFC43 CONCL. FLAT 7'-6 MAX OFF WALL 96.0 PSIDATE OBTAINED: GPM FLOWING W/ R. MONTEL RESIDUAL PSI AT BASE OF RISER (SIN) # RA0612 WATER FLOW INFO BY: DESIGN SPRINKLER = 12.0 GPM @ 7.8 PSI 7-28-21 760 398 2661 SECTION 'A'SCALE 1/4" = 1'-0"SITE PLAN SCALE 1" = 240'-0"AS BUILT Hydraulic Calculations Location: , , Project Name: Drawing Name: ANDALUSIA PLAN TYPES 201 AS BUILTS 20-0577 Calculation Date: 5/10/2022 for Design Residential AREA 1 Area of Application: 800ft² (Actual 253ft²) Coverage per Sprinkler: 400ft² Type of sprinklers calculated: 2 Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.05gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 10.0 gpm 5.00 HoseType:5at Node: (including Hose Streams where applicable):Total Water Required 53.249@29.22From Water Supply at Node 1:(Safety Margin = 33.145) Type of System: Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor: Authority Having Jurisdiction: Address: Phone Number: Name of designer: , DEREK POWELL N/A N/A Right:Left:Automatic peaking results Notes: 5/10/2022© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.9.0 3:17:03PM Hydraulic Graph Water Supply Node: 1 Job Name: Remote Area Number: Date: 5/10/2022 Summary Sheet N 1.85 © M.E.P.CAD, Inc.5/10/2022 Page 2AutoSPRINK 2020 v16.3.9.0 3:17:05PM Hydraulic Graph B.O.R. Node: 6 Job Name: Remote Area Number: Date: 5/10/2022 Summary Sheet N 1.85 © M.E.P.CAD, Inc.5/10/2022 Page 3AutoSPRINK 2020 v16.3.9.0 3:17:05PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential AREA 1 Job Number: Hose 5 5.00 5.00 0 31.246 Sprinkler 212 12.00 12.00 4.3 7.788 Sprinkler 213 12.22 12.00 4.3 8.072 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.5/10/2022 Page 4AutoSPRINK 2020 v16.3.9.0 3:17:06PM Job Name: Remote Area Number: Date: 5/10/2022 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 77.7001 53.24929.221500.00 86.39486.400Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -9'-0 29.2253.249Supply1 0'-6 5.0031.2465 10'-0 12.007.788Sprinkler212 10'-0 12.228.072Sprinkler213 -6'-0 49.0332 -6'-0 35.3333 -3'-0 33.4974 1'-0 30.0346 © M.E.P.CAD, Inc.5/10/2022 Page 5AutoSPRINK 2020 v16.3.9.0 3:17:09PM Date: 5/10/2022 Job Name: Remote Area Number: Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 10'-0 10'-6 25'-10 -0.217 0.683 10'-0 15'-10212 39 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 7.78812.00 0.026445 Sprinkler, 12.00 4.3 2E(5'-0) 150 81'-0 1'-0 182'-2½ 4.119 17.661 10'-6 101'-2½39 6 1 (See Notes) 1.1010 8.25412.22 0.096938 Flow (q) from Route 2 24.22 C(5'-0), 9E(5'-0), 4T(5'-0), 3cpl g(1'-0), 2f, 3Tr(1'-0), CV(5'-0), B.O.R. 150 6'-9 0'-6 7'-3 0.217 0.995 1'-0 0'-66 5 1 (See Notes) 1.0250 30.034 0.13733324.22 T(6'-9) 150 -3'-0 3'-9½ 1.517 0.734 0'-6 3'-9½5 4 1 1.0250 31.2465.00 0.19434629.22 150 22'-0 -6'-0 72'-0 1.301 0.536 -3'-0 50'-04 3 2 (See Notes) 2.0030 33.497 0.00744129.22 2E(11'-0) 150 2'-0 -6'-0 2'-0 13.700 -6'-0 0'-03 2 ¾(See Notes) 0.8240 35.333 0.85019729.22 WMV(-12.000), E(2'-0) 120 -9'-0 12'-11½ 1.301 2.915 -6'-0 12'-11½2 1 1 (See Notes) 0.9950 49.033 0.22459729.22 Water Supply 150 1 0.00 Hose Allowance At Source 29.22 Route 1Total(Pt) 53.249 10'-0 10'-6 14'-7 -0.217 0.399 10'-0 4'-7213 39 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 8.07212.22 0.027338 Sprinkler, 12.22 4.3 E(5'-0), T(5'-0) 150 8.254 Total(Pt)Route 2 © M.E.P.CAD, Inc.5/10/2022 Page 6AutoSPRINK 2020 v16.3.9.0 3:17:11PM Date: 5/10/2022 Job Name: Remote Area Number: Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90°Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.5/10/2022 Page 7AutoSPRINK 2020 v16.3.9.0 3:17:11PM April 12, 2023 Re: FSS2022-0221 lot 50020 To whom it may concern: We are requesting an extension for the permit mentioned above. Per the general contractor schedule fell behind. We are now moving forward with final fire sprinkler inspections. Respectfully, Angela Zumaya Design Coordinator Symons Fire Protection 9475 Chesapeake Drive San Diego, CA 92123 Phone: 619-588-6364 9475 Chesapeake Drive San Diego, CA 92123 (619) 588-6364 CA Lic. #682025