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FSS2022-0433
ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL AARON HICKSON 11/15/2022 11/15/2022 Regarding the above submittal. There are not any documents attached for review. Please upload Plans, Hydraulic calculations, and spec sheets for review. Attach to permit FSS2022-0433 do not apply for a new permit. Also, in the future contractors must apply with the contractor account. I have attached the instructions to reset the contractor password. The email linked to the account is ANTONIO@ALFAFIREPROTECTION.COM . I have already linked the contractor account to the online permit. You can still login with the public account to upload the documents for review. CONDITIONS Description: BRICK BY BRICK / FIRE SPRINKLERS / BRES2021-0321 Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: ISSUED Applied: 11/15/2022 EPRS Parcel No: 762250014 Site Address: 80831 VISTA LAZO LA QUINTA,CA 92253 Approved: 12/18/2022 RWI Subdivision: TR 28034 Block: Lot: 14 Issued: 4/19/2023 ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $15,000.00 Occupancy Type: Construction Type: Expired: 11/19/2023 LRO No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: Printed: Thursday, July 20, 2023 3:29:47 PM 1 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0433 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT Aracely Hernandez 7025 Woodley Ave, 213 Van Nuys CA 91406 (818)332-6868 aracely.alfafire@gmail. com CONTRACTOR ALFA FIRE PROTECTION 7025 WOODLEY AVE APT 213 VAN NUYS CA 91406 (818)332-6868 ANTONIO@ALFAFIREP ROTECTION.COM OWNER BRICK BY BRICK ENTERPRISES, LLC 13658 Hawthorne Boulevard #101 Hawthorne CA 90250 (818)332-6868 INSPECTIONS FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE FAILED OR ADDITIONAL FIELD INSPECTIONS (EXCESSIVE) EACH 101-0000-42421 0 $175.00 $175.00 5/19/23 WEB15225 873939669 CREDIT Aracely Hernandez EPRS FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $250.00 $250.00 4/19/23 WEB14934 853935732 CREDIT Aracely Hernandez EPRS FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $250.00 $250.00 4/19/23 WEB14934 853935732 CREDIT Aracely Hernandez EPRS Total Paid for FIRE FEES: $675.00 $675.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 4/19/23 WEB14934 853935732 CREDIT Aracely Hernandez EPRS Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $8.00 $8.00 4/19/23 WEB14934 853935732 CREDIT Aracely Hernandez EPRS Total Paid for TECHNOLOGY ENHANCEMENT FEE: $8.00 $8.00 TOTALS:$694.00 $694.00 Printed: Thursday, July 20, 2023 3:29:47 PM 2 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0433 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 11/15/2022 Etrakit Public Registration 1ST SUBMITTAL PLANS AND CALCS Plan and calculations.pdf 1 DOC 5/19/2023 LEILANI ROJAS FSS2022-0433 Insp Notes LMR 5-19- 2023.pdf FSS2022-0433 Insp Notes LMR 5-19- 2023.pdf 1 BOND INFORMATION SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD HYRO LRO 5/19/2023 5/19/2023 APPROVED OVERHEAD ROUGH PIPING LRO 5/19/2023 5/19/2023 DISAPPROVE D See Notes Bedrooms 3 and 4 head spacing to the fan is too close. Please move to appropriate 3 feet spacing. The Laundry room hallway area has head spacing that is over 16 feet. Please move according to inspection notes. Heater in casita living area is too close to head, please move accordingly. Will need to inspect hallway area before covering up. OVERHEAD ROUGH PIPING LRO 5/23/2023 5/23/2023 APPROVED See Notes All Items have been corrected. REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST FIRE - ETRAKIT (2 WK) REBECCA WINSCOTT 11/15/2022 12/1/2022 12/18/2022 APPROVED 1ST PERMIT TECH – ETRAKIT (1 DAY) PERMIT TECH BUCKET 11/15/2022 11/16/2022 11/15/2022 COMPLETE PARENT PROJECTS Printed: Thursday, July 20, 2023 3:29:47 PM 3 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0433 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 12/18/2022 REBECCA WINSCOTT LQ FSS2022-0433 Lions Gate Lot 14.pdf APPROVED PLAN LQ FSS2022-0433 Lions Gate Lot 14.pdf 1 DOC 12/18/2022 REBECCA WINSCOTT LQ FSS2022-0433 Lions Gate Lot 14.pdf COA LQ FSS2022-0433 Lions Gate Lot 14_1.pdf 1 Printed: Thursday, July 20, 2023 3:29:47 PM 4 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0433 1 x 0'-31" LOW POINT AUXILIARY DRAIN WITH ½" PLUGGC TO PROVIDEACCESS PANEL A-A FP-1 Wood Joist, Beam or Deck Wood Screw #18 x 1½" Pipe Strap (Short) Hanger No. 09W Pipe Strap Pipe 4 GARAGE - 1 1½" TO WET SPRINKLER SYSTEM 4 ALFA FIRE PROTECTION START POINT 6 2 2 1½" VICTAULIC 728 BALL VALVE (w/ TAMPER SWITCH) OR EQUAL 1 5 1" DRAIN TO DISCHARE OUTSIDE NEW 1½" SUPPLY (BY OTHERS) 4 1½" WATER METER & CONTROL VALVE (BY OTHERS) 3 DOMISTIC SYPPLY (BY OTHERS) 1½" EZ-FLOW CHECK VALVE 8 3 9 FLOW AND TEST AND DRAIN - PIPE OUT WALL 7 5 1 6 7 9 WATER GAUGE8 RISER DETAIL - LOOKING EAST TENTING TO BE INSTALLED BY OTHERS AS REQUIRED TO PROTECT ALL PIPING 1 FINISH FLOOR SECTION A-A SCALE: 1/4" = 1'-0" FIRE ALARM BELL - WIRING TO FLOW SWITCH BY OTHERS 5 4 PROVIDE SLEEVE & FIRESTOP AT WALL1010 2 4 3 11 1" LOW POINT AUXILIARY DRAIN WITH ½" PLUG NA GENERAL NOTES WATER FLOW TEST HYDRANT ANVIL FIG 188R Offset Pipe Hanger ANVIL FIG 186 Hanger No. 19W ANVIL FIG 187 Wood Screw #12 x 1¼" Hanger No. 17W Pipe Strap Pipe Strap Pipe Wood Joist or Beam DUCTWORK / HEAT SOURCE (TYP) NA NA ALL CEILING HEIGHTS ARE +10'-0" UNLESS NOTED OTHERWISE NA NA FIREPLACEPLACEFIREWATER FLOW DATA ALSO SHOWN IN CALCULATIONS DOMESTIC SUPPLY AT NODE 3DOMESTIC SUPPLY TO STREET - SEE INFO AT RIGHTWATER FLOW DATA 1" WATER METER8" CITY WATERUNG SUPPLYNO SCALE 1) ALL MATERIAL & INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA #13D 2022, AND LOCAL BUILDING CODES. 2) DIMENSIONS & ELEVATIONS ARE TO THE CENTERLINE OF PIPE. 3) SPRINKLER HEADS SHOULD BE IN LINE WITH LIGHTS AND CEILING FANS WHEN POSSIBLE AND NOT NECESSARILY IN THE CENTER OF ROOMS, CORRIDORS. ETC. 4) CPVC SPEARS FLAMEGUARD PIPE AND FITTINGS OR EQUAL SHALL INSTALL PER THEIR LISTING AND MANUFACTURERS GUIDELINES. 5) RISER TO BE SCHEDULE 40 BLACK PIPE TYPE WITH THREADED FITTINGS. 6) HANGERS TO BE IN ACCORDANCE WITH NFPA 13D AND INSTALLED PER NFPA 13D AND SPEARS FLAMEGUARD (OR EQUAL) INSTALLATION GUIDELINES, SEE DETAILS THIS SHEET. 7) ALL ELECTRICAL WIRING, PAINTING, FIRE EXTINGUISHERS, UNDERGROUND PIPING, THRUST BLOCKING, CITY CONNECTION, UNDERGROUND EXCAVATION, BACKFILL, AND SYSTEM MONITORING SHALL BE PERFORMED BY OTHERS AS REQUIRED. 8) ENTIRE SYSTEM HAS BEEN HYDRAULICALLY CALCULATED AND DESIGNED IN ACCORDANCE WITH NFPA 13D, 2022. 9) ALFA FIRE PROTECTIONS NOT RESPONSIBLE FOR DAMAGE TO THE SPRINKLER SYSTEM(S) DUE TO LACK OF HEATING AFTER THE SYSTEM IS IN SERVICE. 10) ANY REFLECTED CEILING PLAN CHANGES CAUSING A RELOCATION OF SPRINKLER HEADS IS SUBJECT TO THE APPROVAL OF ALFA FIRE PROTECTION AND TO CONFORM WITH NFPA REQUIREMENTS AND MANUFACTURERS LISTINGS AND APPROVALS. 11) SYSTEMS TO BE TESTED AT 200 PSI FOR 2 HOURS. TESTING SHALL ONLY BE TAKEN AFTER THE PROPER CURE TIME HAS ELAPSED. SEE MANUFACTURERS GUIDELINES. 12) SPRINKLERS NEAR UNIT HEATERS SHALL HAVE TEMPERATURE RATING IN ACCORDANCE WITH NFPA 13D AND THE MANUFACTURERS RESIDENTIAL GUIDELINES. 13) COORDINATE CONSTRUCTION PHASES WITH OWNER AND GENERAL CONTRACTOR. 14) HYDRAULIC INFORMATION TO BE PROVIDED ON SPRINKLER RISER. 15) SPARE SPRINKLERS IN ACCORDANCE WITH NFPA AND WRENCHES SHALL BE LOCATED NEXT TO RISER IN ACCESSIBLE LOCATION. 16) INSPECTORS TEST CONNECTION TO BE PIPED BACK TO DISCHARGE OUT WALL OR FLOOR SINK THAT CAN ACCOMMODATE THE FULL FLOW OF THE SYSTEM. SEE RISER DETAIL FOR MORE INFORMATION. 17) ALL SYSTEM COMPONENTS SHALL BE UL LISTED &/OR FM APPROVED. 18. ATTIC INSULATION TO BE INSTALLED AT ROOF DECK TO PREVENT SPRINKLER PIPE FROM FREEZING. THIS WORK IS BY OTHER. 19) ALL HANGERS TO BE TYPE 17W WHERE POSSIBLE. SEE DETAILS AT LEFT. 20) INSTALL ALL PIPING AT APPROXIMATELY ELEVATIONS WHERE POSSIBLE WHEN POSSIBLE. 21) DENOTES AREA REQUIRES NO SPRINKLER PROTECTION PER NFPA. NA NA ALL PIPE SHOWN WITH CUT DIMENSIONS SHADOW AREA = 13 SQ FT SPRINKLERS REQUIREDCEILING POCKET MORE THAN 100 CU FT 3'-93'-93'-9 8'-35'-02 BATH 1 HER SUITE 3 BUTLERCLOSET 3PATIO GREAT 2 BATH PATIOBEDROOM DINE / NOOK BEDROOM 2 GARAGE - 2 BEDROOM COVERED ENTRY ROOMPOWDER BATH (COVERED PATIO) CASITA HIS BATH COVERED 4 CLOSET POOL MASTER BATH MASTER 5 BATH KITCHEN CLOSET CLOSET CLOSET LAUNDRYVERANDA CLOSET CLOSET CLOSETTOILETTOILET CLOSET SHOWERSHOWER SHOWER SHOWERWH 1 x 1'-91 x 0'-31½7'-2MASTER SUITE 0.05 GPM / SQ.FT ALFA FIRE PROTECTION 818-332-6868 2 40.05 PSI 642 SQ FT 31.33 GPM RESIDENTIAL 5 (DOM) 2. RESIDUAL PRESSURE 1. GPM DISCHARGE 1. DENSITY automatic sprinkler system HYDRAULIC - SYSTEM This building is protected by 4. TOTAL HOSE ALLOWANCE 2. AREA OF DISCHARGE @ BASE OF RISER a hydraulically designed No. OF SPRINKLERS SYSTEM DEMAND LOCATION INSTALLING CONTRACTOR: BASES OF DESIGN 3. HAZARD CLASSIFICATION @ BASE OF RISER BOR 3 5 111½ x 7'-2+11'-0" +10'-0"+10'-10½"+11'-0" +10'-0" +10'-0"+10'-0" +10'-0" +9'-0" +12'-0" +10'-0" +13'-6" +13'-6" +13'-6" +12'-0" +9'-0" +9'-0" +10'-10½"+11'-0"+10'-0" +10'-0" +9'-0" +9'-10½" +9'-0" +13'-0"1 x 3'-1MINIMUM REQUIRED AT BASE OF CALCULATIONS AS HOSE ALLOWANCE AND SHOWN AS NODE #3 ON RISER FOR FIRE PROTECTION USE AND 5 GPM FOR DOMESTIC USE WITH 2+ SPKRS. PER CALCULATIONS MAXIMUM SPRINKLER IS 16' X 16" IN AREAS1 x 1'-3½8'-0 7'-61 x 0'-4½1 x 0'-4½1 x 0'-4½1 x 0'-4½1 x 0'-41 x 0'-41 x 0'-3½1 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-2½1 x 0'-31 x 0'-31 x 0'-31 x 0'-61 x 0'-3½1 x 0'-31 x 0'-31 x 0'-5½1 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-33'-102'-67'-611 0'-6½6'-11½7'-9 2'-10½2'-10½3'-4 7'-91'-9 3'-45'-38'-67'-0 7'-0 7'-0 5'-8½2'-6½8'-6 2'-0 7'-0 3'-11½4'-67'-0 4'-6 3'-9½ 5'-8 5'-2½ 6'-5½ 1'-0 4'-0 14'-6 5'-3C TO C DIMENSIONSLL PIPE CUT DIMENSIONS CALCULATED AREA 1½ 3'-10½11'-81 0'-9 111'-10½1½ 2'-0 1 0'-8½ 13'-9½18'-4½10'-9113'-11 2'-2½111'-10½16'-2½1 5'-8 15'-3113'-10½17'-10½11'-9½1 0'-10½111'-51 5'-5 14'-019'-6½18'-6½1 2'-4½ 1 2'-2 115'-0110'-918'-1½1 3'-3 1 0'-8½19'-2½17'-7½4'-10½1112'-818'-718'-7½1½ 5'-7½13'-111½ 3'-2 18'-7½1 3'-10½1'-1½117'-10½14'-8½ 1 0'-6½11'-013'-0½18'-71½ 0'-10½16'-8½17'-10½13'-31 1'-113'-10½18'-4½1 2'-5½19'-2½3'-0½1 0'-7½ 1 0'-4 1 0'-811'-01 3'-8 1 0'-7½ 1 0'-9 1 0'-7½ 1 2'-10½ 11'-4½ 11'-4½10'-8½1½1'-9½1½8'-31½14'-01½ 5'-3½ 1½ 14'-410'-5 FF10'-5 FF10'-5 FF10'-5 FF10'-5 FF10'-5 FF10'-5 FF10'-5 FF10'-5 FF10'-5 FF10'-5 FF10'-5 FF10'-5 FF4 6 1 x 0'-10½UP1 x 0'-10½UP102 101C TO C DIMENSIONLL1 x 2'-31 x 2'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-316'-01 x 1'-9½1 x 1'-10½UP1 3'-10DNUPUP 111'-10½111'-10½14'-7½14'-2DN1 0'-6 1 0'-6½ 1 0'-6½ 10'-6 71 x 1'-31 x 1'-31 x 1'-2½1 x 1'-33'-63'-65'-6 9'-2 4'-10 1'-9½8'-3 7'-5½10'-9½7'-6½11 3'-3½ 1 5'-8½17'-6½11'-8½111'-117'-611 9'-0½111'-111 1½ 16'-7½ 1 10'-7½ 1 1'-0½ 13'-11 11'-0½ 11'-0½12'-812'-5 FF12'-5 FF12'-5 FF12'-5 FF12'-5 FF1 x 1'-91 x 1'-8½1 x 1'-8½1 x 1'-4½1 x 1'-4½1 x 1'-4½1 x 0'-31 x 0'-31 x 0'-35'-3 6'-9 5'-012'-117'-07'-0118'-018'-017'-1017'-10½1 1'-0½ 1 1'-0½ 11'-0½13'-11 FF13'-11 FF13'-11 FFLa Quinta, Ca. 92253 PDR Job No: INSTALLATION OF FIRE SPRINKLER SYSTEM THROUGHOUT THE NEW AREA RESIDENCE ACCORDING TO NFPA 13D AND THE CITY OF LA QUINTA BUILDING DIVISION 22006 80-831 Vista Lazo Design Fire, LLC Pat D. Rhoads BUILDING TYPE: V-B ACTUAL antonio@alfafireprotection.com Nov. 11, 2022 Date: 7025 WOODLEY AVE. #213 - VAN NUYS, CA 91406 06:25:48 Alfa Fire Protection PLAN NORTHLion's Gate - Lot #14 NFPA 13 D FP-1 FP 1 22006 Sprinkler Legend Symbol Manufacturer SIN Model Quantity K-Factor Type Size Response Finish Temperature Note Viking VK494 55 4.9 Pendent ½Fast White 155 °F Total = 55 505-463-9198SPRINKLER SYSTEM FLOOR AREA: 5790 QS FT REVISIONS REV.DATE INIT.DESCRIPTION #82184 SCOPE OF WORK NICET Level III Alfa Fire Protection Drawn: 1/4"=1'-0" Scale: 11/11/22 BRICK BY BRICK ENTERPRISES Fire Protection Sprinkler System OFFICE: (818) 332-6868, Lin. # (C-16) 1042659 SPRINKLER SYMBOL LEGEND 24' GRAPHIC SCALE 1/4" = 1'-0" 4 80 16' EXP LDENOTES HYDRAULIC CALCULATIONS REFERENCE POINT DENOTES PIPE HANGER LOCATION DENOTES FINISH CEILING HEIGHT ABOVE FINISH FLOOR DENOTES NO AUTOMATIC SPRINKLERS REQUIRE THIS AREA DENOTES RISER LOCATION DENOTES CENTERLINE OF PIPE ABOVE FINISH FLOOR 13'-3" DENOTES NO CEILING THIS AREA - EXPOSED DECK ABOVE NA DENOTES ELECTRIC BELL+13'-3" CDENOTES SPRINKLER SHADOW AREA LESS THAN 15 SQ FT 101 Hydraulic Calculations Location: Lion's Gate - Lot #14, 80-831 Vista Lazo, La Quinta, Ca. 92253 Project Name: BRICK BY BRICK ENTERPRISES Drawing Name: FP 1 22006 Calculation Date: 11/11/2022 for Design Remote Area Location: Residential Area of Application: 512 ft² (Actual 49 ft²) Coverage per Sprinkler: 256 ft² Type of sprinklers calculated: 2 KITCHEN / FAMILY ROOM Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.05 gpm/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:3at Node: (including Hose Streams where applicable):Total Water Required 79.73@31.33From Water Supply at Node 1:(Safety Margin = 11.56) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Source: Coachella Valley Water District Location: 80-820 VistaLazo 5-20-2022Date:for Node: 1 Name of Contractor: Alfa Fire Protection Authority Having Jurisdiction: Address: Phone Number: Name of designer: 7025 Woodley Ave. #213, VanNuys, Ca. 81406 860-906-3689 Pat D. Rhoads Notes: 11/11/2022© M.E.P.CAD, Inc.Page 1AutoSPRINK 2022 v17.1.16.0 5:57:57AM Hydraulic Graph Water Supply Node: 1 Job Name: BRICK BY BRICK ENTERPRISES Remote Area Number: Date: 11/11/2022 Summary Sheet N 1.85 © M.E.P.CAD, Inc.11/11/2022 Page 2AutoSPRINK 2022 v17.1.16.0 5:57:59AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential Job Number: 22006 Hose 3 5.00 5.00 0 40.01 Sprinkler 101 12.96 12.96 4.9 7.00 Sprinkler 102 13.36 12.96 4.9 7.44 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.11/11/2022 Page 3AutoSPRINK 2022 v17.1.16.0 5:58:00AM Job Name: BRICK BY BRICK ENTERPRISES Remote Area Number: Date: 11/11/2022 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 87.201 79.7331.33750.00 91.2991.30Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -5'-0 31.3379.73Supply1 1'-0 5.0040.01Hose3 Hos 11'-0½12.967.00Sprinkler101 11'-0½13.367.44Sprinkler102 -5'-0 66.792 -1'-0 42.974 1'-0 40.05Gauge5 10'-7 30.486 11'-5 7.697 © M.E.P.CAD, Inc.11/11/2022 Page 4AutoSPRINK 2022 v17.1.16.0 5:58:02AM Date: 11/11/2022 Job Name: BRICK BY BRICK ENTERPRISES 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 15'-0 11'-5 28'-1 -0.16 0.86 11'-0½13'-1101 7 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 7.0012.96 0.030510 Sprinkler, 12.96 4.9 2E(7'-0), Tr(1'-0) 150 84'-0 10'-7 198'-2 0.37 22.42 11'-5 114'-27 6 1 (See Notes) 1.1010 7.6913.36 0.113135 Flow (q) from Route 2 26.33 9E(7'-0), 15Tr(1'-0), T(5'-0), b( 1'-0) 150 61'-0 1'-0 131'-5½ 4.15 5.42 10'-7 70'-5½6 5 1½(See Notes) 1.5980 30.48 0.01843726.33 3E(9'-0), 10Tr(1'-0), 2T(8'-0), f( -0.00), f(-3.00), sCV, BOR, C(8 '-0), Z 150 -1'-0 2'-0 0.87 2.05 1'-0 2'-05 4 1½(See Notes) 1.5980 40.055.00 0.025433 Flow (q) from Route 3 31.33 BalV(-2.00) 150 15'-0 -5'-0 77'-3½ 1.73 22.09 -1'-0 62'-3½4 2 1½(See Notes) 1.4810 42.97 0.03683031.33 PRV(-9.24), 3E(5'-0), WMV(-10 .00) 150 43'-0 -5'-0 50'-7½12.93 -5'-0 7'-7½2 1 1 (See Notes) 0.9950 66.79 0.25551231.33 GloV(43'-0), S 150 1 0.00 Hose Allowance At Source 31.33 Route 1Total(Pt) 79.73 12'-0 11'-5 13'-0 -0.16 0.42 11'-0½1'-0102 7 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 7.4413.36 0.032267 Sprinkler, 13.36 4.9 E(7'-0), T(5'-0) 150 7.69 Total(Pt)Route 2 47'-0 1'-0 47'-2 0.00 0.04 1'-0 0'-23 5 1½• • • • • Route 3 • • • • •(See Notes) 1.5980 40.015.00 0.000853 Hose(31'-0) 5.00 T(8'-0), BOR, C(8'-0), Z 150 40.05 Total(Pt)Route 3 © M.E.P.CAD, Inc.11/11/2022 Page 5AutoSPRINK 2022 v17.1.16.0 5:58:05AM Date: 11/11/2022 Job Name: BRICK BY BRICK ENTERPRISES 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.11/11/2022 Page 6AutoSPRINK 2022 v17.1.16.0 5:58:05AM 1 x 0'-31" LOW POINT AUXILIARY DRAIN WITH ½" PLUGGC TO PROVIDEACCESS PANEL A-A FP-1 Wood Joist, Beam or Deck Wood Screw #18 x 1½" Pipe Strap (Short) Hanger No. 09W Pipe Strap Pipe 4 GARAGE - 1 1½" TO WET SPRINKLER SYSTEM 4 ALFA FIRE PROTECTION START POINT 6 2 2 1½" VICTAULIC 728 BALL VALVE (w/ TAMPER SWITCH) OR EQUAL 1 5 1" DRAIN TO DISCHARE OUTSIDE NEW 1½" SUPPLY (BY OTHERS) 4 1½" WATER METER & CONTROL VALVE (BY OTHERS) 3 DOMISTIC SYPPLY (BY OTHERS) 1½" EZ-FLOW CHECK VALVE 8 3 9 FLOW AND TEST AND DRAIN - PIPE OUT WALL 7 5 1 6 7 9 WATER GAUGE8 RISER DETAIL - LOOKING EAST TENTING TO BE INSTALLED BY OTHERS AS REQUIRED TO PROTECT ALL PIPING 1 FINISH FLOOR SECTION A-A SCALE: 1/4" = 1'-0" FIRE ALARM BELL - WIRING TO FLOW SWITCH BY OTHERS 5 4 PROVIDE SLEEVE & FIRESTOP AT WALL1010 2 4 3 11 1" LOW POINT AUXILIARY DRAIN WITH ½" PLUG NA GENERAL NOTES WATER FLOW TEST HYDRANT ANVIL FIG 188R Offset Pipe Hanger ANVIL FIG 186 Hanger No. 19W ANVIL FIG 187 Wood Screw #12 x 1¼" Hanger No. 17W Pipe Strap Pipe Strap Pipe Wood Joist or Beam DUCTWORK / HEAT SOURCE (TYP) NA NA ALL CEILING HEIGHTS ARE +10'-0" UNLESS NOTED OTHERWISE NA NA FIREPLACEPLACEFIREWATER FLOW DATA ALSO SHOWN IN CALCULATIONS DOMESTIC SUPPLY AT NODE 3DOMESTIC SUPPLY TO STREET - SEE INFO AT RIGHTWATER FLOW DATA 1" WATER METER8" CITY WATERUNG SUPPLYNO SCALE 1) ALL MATERIAL & INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA #13D 2022, AND LOCAL BUILDING CODES. 2) DIMENSIONS & ELEVATIONS ARE TO THE CENTERLINE OF PIPE. 3) SPRINKLER HEADS SHOULD BE IN LINE WITH LIGHTS AND CEILING FANS WHEN POSSIBLE AND NOT NECESSARILY IN THE CENTER OF ROOMS, CORRIDORS. ETC. 4) CPVC SPEARS FLAMEGUARD PIPE AND FITTINGS OR EQUAL SHALL INSTALL PER THEIR LISTING AND MANUFACTURERS GUIDELINES. 5) RISER TO BE SCHEDULE 40 BLACK PIPE TYPE WITH THREADED FITTINGS. 6) HANGERS TO BE IN ACCORDANCE WITH NFPA 13D AND INSTALLED PER NFPA 13D AND SPEARS FLAMEGUARD (OR EQUAL) INSTALLATION GUIDELINES, SEE DETAILS THIS SHEET. 7) ALL ELECTRICAL WIRING, PAINTING, FIRE EXTINGUISHERS, UNDERGROUND PIPING, THRUST BLOCKING, CITY CONNECTION, UNDERGROUND EXCAVATION, BACKFILL, AND SYSTEM MONITORING SHALL BE PERFORMED BY OTHERS AS REQUIRED. 8) ENTIRE SYSTEM HAS BEEN HYDRAULICALLY CALCULATED AND DESIGNED IN ACCORDANCE WITH NFPA 13D, 2022. 9) ALFA FIRE PROTECTIONS NOT RESPONSIBLE FOR DAMAGE TO THE SPRINKLER SYSTEM(S) DUE TO LACK OF HEATING AFTER THE SYSTEM IS IN SERVICE. 10) ANY REFLECTED CEILING PLAN CHANGES CAUSING A RELOCATION OF SPRINKLER HEADS IS SUBJECT TO THE APPROVAL OF ALFA FIRE PROTECTION AND TO CONFORM WITH NFPA REQUIREMENTS AND MANUFACTURERS LISTINGS AND APPROVALS. 11) SYSTEMS TO BE TESTED AT 200 PSI FOR 2 HOURS. TESTING SHALL ONLY BE TAKEN AFTER THE PROPER CURE TIME HAS ELAPSED. SEE MANUFACTURERS GUIDELINES. 12) SPRINKLERS NEAR UNIT HEATERS SHALL HAVE TEMPERATURE RATING IN ACCORDANCE WITH NFPA 13D AND THE MANUFACTURERS RESIDENTIAL GUIDELINES. 13) COORDINATE CONSTRUCTION PHASES WITH OWNER AND GENERAL CONTRACTOR. 14) HYDRAULIC INFORMATION TO BE PROVIDED ON SPRINKLER RISER. 15) SPARE SPRINKLERS IN ACCORDANCE WITH NFPA AND WRENCHES SHALL BE LOCATED NEXT TO RISER IN ACCESSIBLE LOCATION. 16) INSPECTORS TEST CONNECTION TO BE PIPED BACK TO DISCHARGE OUT WALL OR FLOOR SINK THAT CAN ACCOMMODATE THE FULL FLOW OF THE SYSTEM. SEE RISER DETAIL FOR MORE INFORMATION. 17) ALL SYSTEM COMPONENTS SHALL BE UL LISTED &/OR FM APPROVED. 18. ATTIC INSULATION TO BE INSTALLED AT ROOF DECK TO PREVENT SPRINKLER PIPE FROM FREEZING. THIS WORK IS BY OTHER. 19) ALL HANGERS TO BE TYPE 17W WHERE POSSIBLE. SEE DETAILS AT LEFT. 20) INSTALL ALL PIPING AT APPROXIMATELY ELEVATIONS WHERE POSSIBLE WHEN POSSIBLE. 21) DENOTES AREA REQUIRES NO SPRINKLER PROTECTION PER NFPA. NA NA ALL PIPE SHOWN WITH CUT DIMENSIONS SHADOW AREA = 13 SQ FT SPRINKLERS REQUIREDCEILING POCKET MORE THAN 100 CU FT 3'-93'-93'-9 8'-35'-02 BATH 1 HER SUITE 3 BUTLERCLOSET 3PATIO GREAT 2 BATH PATIOBEDROOM DINE / NOOK BEDROOM 2 GARAGE - 2 BEDROOM COVERED ENTRY ROOMPOWDER BATH (COVERED PATIO) CASITA HIS BATH COVERED 4 CLOSET POOL MASTER BATH MASTER 5 BATH KITCHEN CLOSET CLOSET CLOSET LAUNDRYVERANDA CLOSET CLOSET CLOSETTOILETTOILET CLOSET SHOWERSHOWER SHOWER SHOWERWH 1 x 1'-91 x 0'-31½7'-2MASTER SUITE 0.05 GPM / SQ.FT ALFA FIRE PROTECTION 818-332-6868 2 40.05 PSI 642 SQ FT 31.33 GPM RESIDENTIAL 5 (DOM) 2. RESIDUAL PRESSURE 1. GPM DISCHARGE 1. DENSITY automatic sprinkler system HYDRAULIC - SYSTEM This building is protected by 4. TOTAL HOSE ALLOWANCE 2. AREA OF DISCHARGE @ BASE OF RISER a hydraulically designed No. OF SPRINKLERS SYSTEM DEMAND LOCATION INSTALLING CONTRACTOR: BASES OF DESIGN 3. HAZARD CLASSIFICATION @ BASE OF RISER BOR 3 5 111½ x 7'-2+11'-0" +10'-0"+10'-10½"+11'-0" +10'-0" +10'-0"+10'-0" +10'-0" +9'-0" +12'-0" +10'-0" +13'-6" +13'-6" +13'-6" +12'-0" +9'-0" +9'-0" +10'-10½"+11'-0"+10'-0" +10'-0" +9'-0" +9'-10½" +9'-0" +13'-0"1 x 3'-1MINIMUM REQUIRED AT BASE OF CALCULATIONS AS HOSE ALLOWANCE AND SHOWN AS NODE #3 ON RISER FOR FIRE PROTECTION USE AND 5 GPM FOR DOMESTIC USE WITH 2+ SPKRS. PER CALCULATIONS MAXIMUM SPRINKLER IS 16' X 16" IN AREAS1 x 1'-3½8'-0 7'-61 x 0'-4½1 x 0'-4½1 x 0'-4½1 x 0'-4½1 x 0'-41 x 0'-41 x 0'-3½1 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-2½1 x 0'-31 x 0'-31 x 0'-31 x 0'-61 x 0'-3½1 x 0'-31 x 0'-31 x 0'-5½1 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-33'-102'-67'-611 0'-6½6'-11½7'-9 2'-10½2'-10½3'-4 7'-91'-9 3'-45'-38'-67'-0 7'-0 7'-0 5'-8½2'-6½8'-6 2'-0 7'-0 3'-11½4'-67'-0 4'-6 3'-9½ 5'-8 5'-2½ 6'-5½ 1'-0 4'-0 14'-6 5'-3C TO C DIMENSIONSLL PIPE CUT DIMENSIONS CALCULATED AREA 1½ 3'-10½11'-81 0'-9 111'-10½1½ 2'-0 1 0'-8½ 13'-9½18'-4½10'-9113'-11 2'-2½111'-10½16'-2½1 5'-8 15'-3113'-10½17'-10½11'-9½1 0'-10½111'-51 5'-5 14'-019'-6½18'-6½1 2'-4½ 1 2'-2 115'-0110'-918'-1½1 3'-3 1 0'-8½19'-2½17'-7½4'-10½1112'-818'-718'-7½1½ 5'-7½13'-111½ 3'-2 18'-7½1 3'-10½1'-1½117'-10½14'-8½ 1 0'-6½11'-013'-0½18'-71½ 0'-10½16'-8½17'-10½13'-31 1'-113'-10½18'-4½1 2'-5½19'-2½3'-0½1 0'-7½ 1 0'-4 1 0'-811'-01 3'-8 1 0'-7½ 1 0'-9 1 0'-7½ 1 2'-10½ 11'-4½ 11'-4½10'-8½1½1'-9½1½8'-31½14'-01½ 5'-3½ 1½ 14'-410'-5 FF10'-5 FF10'-5 FF10'-5 FF10'-5 FF10'-5 FF10'-5 FF10'-5 FF10'-5 FF10'-5 FF10'-5 FF10'-5 FF10'-5 FF4 6 1 x 0'-10½UP1 x 0'-10½UP102 101C TO C DIMENSIONLL1 x 2'-31 x 2'-31 x 0'-31 x 0'-31 x 0'-31 x 0'-316'-01 x 1'-9½1 x 1'-10½UP1 3'-10DNUPUP 111'-10½111'-10½14'-7½14'-2DN1 0'-6 1 0'-6½ 1 0'-6½ 10'-6 71 x 1'-31 x 1'-31 x 1'-2½1 x 1'-33'-63'-65'-6 9'-2 4'-10 1'-9½8'-3 7'-5½10'-9½7'-6½11 3'-3½ 1 5'-8½17'-6½11'-8½111'-117'-611 9'-0½111'-111 1½ 16'-7½ 1 10'-7½ 1 1'-0½ 13'-11 11'-0½ 11'-0½12'-812'-5 FF12'-5 FF12'-5 FF12'-5 FF12'-5 FF1 x 1'-91 x 1'-8½1 x 1'-8½1 x 1'-4½1 x 1'-4½1 x 1'-4½1 x 0'-31 x 0'-31 x 0'-35'-3 6'-9 5'-012'-117'-07'-0118'-018'-017'-1017'-10½1 1'-0½ 1 1'-0½ 11'-0½13'-11 FF13'-11 FF13'-11 FFLa Quinta, Ca. 92253 PDR Job No: INSTALLATION OF FIRE SPRINKLER SYSTEM THROUGHOUT THE NEW AREA RESIDENCE ACCORDING TO NFPA 13D AND THE CITY OF LA QUINTA BUILDING DIVISION 22006 80-831 Vista Lazo Design Fire, LLC Pat D. Rhoads BUILDING TYPE: V-B ACTUAL antonio@alfafireprotection.com Nov. 11, 2022 Date: 7025 WOODLEY AVE. #213 - VAN NUYS, CA 91406 06:25:48 Alfa Fire Protection PLAN NORTHLion's Gate - Lot #14 NFPA 13 D FP-1 FP 1 22006 Sprinkler Legend Symbol Manufacturer SIN Model Quantity K-Factor Type Size Response Finish Temperature Note Viking VK494 55 4.9 Pendent ½Fast White 155 °F Total = 55 505-463-9198SPRINKLER SYSTEM FLOOR AREA: 5790 QS FT REVISIONS REV.DATE INIT.DESCRIPTION #82184 SCOPE OF WORK NICET Level III Alfa Fire Protection Drawn: 1/4"=1'-0" Scale: 11/11/22 BRICK BY BRICK ENTERPRISES Fire Protection Sprinkler System OFFICE: (818) 332-6868, Lin. # (C-16) 1042659 SPRINKLER SYMBOL LEGEND 24' GRAPHIC SCALE 1/4" = 1'-0" 4 80 16' EXP LDENOTES HYDRAULIC CALCULATIONS REFERENCE POINT DENOTES PIPE HANGER LOCATION DENOTES FINISH CEILING HEIGHT ABOVE FINISH FLOOR DENOTES NO AUTOMATIC SPRINKLERS REQUIRE THIS AREA DENOTES RISER LOCATION DENOTES CENTERLINE OF PIPE ABOVE FINISH FLOOR 13'-3" DENOTES NO CEILING THIS AREA - EXPOSED DECK ABOVE NA DENOTES ELECTRIC BELL+13'-3" CDENOTES SPRINKLER SHADOW AREA LESS THAN 15 SQ FT 101 OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org December 18, 2022 Alfa Fire Protection Re: Residential Fire Sprinkler Plan Review – Lions Gate Lot 14 FSS2022-0433 / 80831 Vista Lazo 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. Permanently marked identification signs shall be attached to all control valves. The following inspections/tests are required to be witnessed by Office of the Fire Marshal Staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure. *No jacketed electrical and data wiring shall be in contact with, nor have the potential to contact CPVC piping once insulation is installed. (b) Final inspection The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 48 hours in advance and may be arranged by calling (760)777-7131. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Rebecca Winscott - Fire Safety Specialist 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131 RIVERSIDE COUNTY FIRE PROTECTION PLANNING RECORD OF INSPECTIONS / PERMIT CARD THIS CARD IS TO REMAIN ON SITE AT ALL TIMES. INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE. JOB ADDRESS: 80831 Vista Lazo PERMIT#: FSS2022-0433 DATE ISSUED: 121822 DESCRIPTION: Lions Gate Lot 14 CONTRACTOR: Alfa Fire Protection 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 E F Deluge/pre-action SPRINKLER U.G. Final E F Thrust block pre-pour UST/AST TANK UG rough piping Installation UG hydro Removal Flush Emergency shut off Final E F 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 E 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.