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FCMP2022-0026 Point Happy Plan 2 & 2xa u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2022-0026 MoFT�• . Description: POINT HAPPY / TRACT# 31348 / MASTER PLAN TYPE 2/2X Status: APPROVED Type: FIRE CONSTRUCTION MASTER PLAN (WEB) Status Date: Subtype: FIRE SPRINKLER MASTER PLAN Applied: 8/18/2022 Address: 46201 WASHINGTON ST Approved: 9/26/2022 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: Expired: Details: Pr DAYS REVIEWS III ACTIONS INSPECTIONS CONDITIONS ADDITIONAL SITES CHRONOL NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST STE 200 CORONA CA 92879 (951)272-2522 jamieb@fireinc.net CONTRACTOR FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST STE 200 CORONA CA 92879 (951)272-2522 jamieb@fireinc.net OWNER Williams Homes 24911 Stanford Avenue Santa Clarita CA 91355 (951)272-2522 jamieb@fireinc.net Printed: Friday, April 21, 2023 11:58:35 AM 1 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Qu i nta FCM P2022-0026 MoFT�• CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $0.00 MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $0.00 TECHNOLOGY 502-0000-43611 0 $5.00 $0.00 ENHANCEMENT FEE Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $0.00 INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED RESULT DATE REMARKS NOTES RETURNED 7 REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE 1ST FIRE (2WK) KOHL 8/18/2022 9/1/2022 9/26/2022 APPROVED SEE ATTACHMENTS HETRICK 1 1ST PERMIT PERMIT TECH 8/18/2022 8/19/2022 8/19/2022 COMPLETE TECHNICIAN (1DAY) BUCKET BOND INFORMATION Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 1ST SUBMITTAL - DOC 8/18/2022 Etrakit Contractor HYDRAULIC Plan 2 Hydraulic 1 Calculations.pdf CALCULATIONS DOC 8/18/2022 Etrakit Contractor 1ST SUBMITTAL - CVWDFIRE Fire Flow Results.pdf 1 FLOW Printed: Friday, April 21, 2023 11:58:35 AM 2 of 3 CENTRALSOLIARE ° Project Details PROJECT NUMBER yow City of La Qu i nta FCM P2022-0026 OFTt 7E��MA AtAttachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 8/18/2022 Etrakit Contractor Application Lot 66 Plan 2.2X 1 Application.pdf Lot 66 Plan 2.2X DOC 8/18/2022 Etrakit Contractor Application Building Permit and 1 Tracking Sheet.pdf DOC 8/18/2022 Etrakit Contractor 1ST SUBMITTAL - Plan 2.2X Sprinkler 1 SPRINKER PLAN Plan.pdf DOC 9/26/2022 KOHL HETRICK FCMP2022-0026 - COA FCMP2022-0026 - COA 1 LETTER.pdf LETTER.pdf FCMP2022-0026 - FCMP2022-0026 - DOC 9/26/2022 KOHL HETRICK APPROVED PLANS AND APPROVED PLANS AND 1 CALCS.pdf CALCS.pdf Printed: Friday, April 21, 2023 11:58:35 AM 3 of 3 CENTRALSQUARE CONCS Me RE91DEDR. CONCEALED PENDENT SPRINKLER VKa9a (Ke.9) Takgnm: ]ppBe58w1 «nnk �rvrces: enauaaep Fu� pepdt"&IMWE "imll'xMnevaB.lklnpwry.wm tpexw w•ebmrormauuerednw ammman"meraeu wwxmN wpmxam Mr�eE4ar a9air'��Nij enwrsm araaeR ra ine smrariava avergmeu"m garw. a w"ea�as wCuLURF UUMpp Mm.g VK4K 4.9 K-Fecto ARseWmlael Oawwled PiRedW Sptlntler �mmem.awwriw 4miM pot T mmerw AM�mmIPa+ eblm �a 11112 ED_ µ 1-1. E4 INS am lu11 ° mw"marA RBI Nez�A E.E. PM Ae-4 4 N.rzat rmn r0.s m M.. nr�Pwem°mmr aslmq p s•Ih tm'ci L wep tm'ct apnmie.nxwcNemeu RPr s Grins, erym eme, Ampue amm, enenea ems Nunee rwPee P"imea VIA/�� /�' PEEDO„ RESIDENPAL vKase 1KA.e) p wxme m emrrxe mmna1xmn nlnn a!L. Pap ppe lkicmm"p�m" ESCR11— t Dvempyrmmm+wMpenvei wneem aPmwerrxmeneemnu, memveena „, pnu ppm Mp �peeq"°ma Su LRmRND-N.SP=SI: rm lwuraeul: cMepery rxrcw S. ZENIC ® vm Aw'°aH: uepeaptE. vPmrmu Me APP wrc Ming V UNWI 4.9 KFaebr R9sldhe=al Pendant Sledmkbr vumymemmm om m Nm mmb z InNnl IbM P. M. ar.mkwrnP..mm Ser— Mub . nem. r:oew.r: sx.r m,anl.-nmFP�mpeu�nr.re�.a��...aw..r. m.. HYDRAULIC SYSTEM The BuiNing is PODSMISd by a Hydraulically Designed AutSE&Spnnlder System. Data installed 002 Location CALC AREA Number Of Sprinldere 2 Basis d Desgn w NY .OS gpmha_.ft ]. DESIfl1EDA FAOF DI6CHRROF 5f2�.ft. System Demand I.NATERrLCOIATE 3ij mmm 3. RESIWAL PRESEUREATTHE RASE OF THE RISER 30.7 psi inEDIIHBy FlRE8pmklerS kms,Inckms,lnc. HYDRAULIC NAMEPLATE N.T.S. 13D GENERAL NOTES tINSTAL AD 111111ED TO OF PAijNEN lory ANDTXE RA THU 4. a"s SPpn c PIPE TO aECPYC MANUFACTLIED aY—SIACTER 1. PIPE SHALL 1E FUND FROM STRICTIRAL 1E11ER PER THE ITER-1 II MaANt cTLEE1 E,�vlRNLET1 INSTALLED AT to FT. MAXIMUM SPACING tx LI ETEAND A7NU1FACTUHED SY VINNC INSTALLED AT to FT. TE TIME. Q1IC1 RESPONSE VAIRIOACING 4PROWJEC-T POINT HAPPY MASTER PLAN SUBMITTAL PLAN 212X IA QUINTA, CA. AHJ. LA QUINTS FIRE DEPARTMENT LEGAL DESCRIPTION OCCUPANCYSTORIES. 13IU CONSTRUCTION B-NEGAREA. 3,860 SOFT. FIRE SPRINKLER SYSTEM' PER IGNEDAND INSTALLED PER 2DIE NFPA 13D ALL RESIDENTAL IMTH A.DE DENSITY VATHIN AREAS. BUILDING SUMMARY • CONCEALED RES. PENDENT SPRINKLER Q RES. PENDENT SPRINKLER O CHANGE IN ELEVATION ® RISER LOCATION (PER DETAIL) ® NODE POINT FIR CALCl —IIN HANGER TC DETAIL SYMBOLLEGEND Riverside County Fire Department La Quinta Office of the Fire Marshal BY: Kohl Hetrick•;ra w,0931m FIRE SAFETY SPECIALIST 09/26/2022 1:22:04 PM The approval of plena and specifications tloea not permit the violation, deletion, omission or faulty installation of any requirements of TNe 26 m any Local Ordinances. Construction shall remain saible and exposed forinapeC9on purpoaea umil app—d by the Fire DepalhPem. PERMIT # - FCMP2022-0026 APPROVAL STAMP 'FOR REFERENCE ONLY `PO 9E STEATERE 11 1 To C W TER CONTROL VALVE FOR DOMESDC CSGPMALL—NCE i \ O—E'ELEV. FINISHGRAO DFLEV 1 /. COPPER �t41 iris _O 4 TD MPX 3 ELEV. 3D MPX -Y ELEV. UNDERGROUND DETAIL N.T.S. (FOR REFERENCE ONLY) SPRPOPANEOSRPORDINUNIREERpSERSH5.OA1RL1L 2E D -DES RSNEL n ^LW{ ND E EXIERDR PANEL a rwx NsiuiEEBavrosx'ERS C—C USES 0 Z LU C] LU J 0 z Q UJ LU I- 0 Z Q LU Z LU O+FL JOB NO: 118M DATE: aV: C.P..P. . ORANM RISER DETAIL N.T.S. 94NO LICENSE NO. 684600 705 E. HARRISON ST., SUITE 200 CORONA, CA 92879 PH - 800-915-3473 FAX - 951-272-2535 CUSTOM, TRACT, MULTI-FAMILY AND COMMERCIAL DESIGN, C.P.INEERING AND INSTALLATION 1/4" = 1' IF SHEET IS LESS THAN SIZE - 24" X 36" SHEET ID 24" X 36" IT IS A REDUCED SCALE PRINT SCALE REDUCE ACCORDINGLY CLASSIFICATION C-16 LICENSE NO. 684600FIREPROTECTIONCO N T R ACTORFST A TE OF C A L IF O RNIAThe recipient of these plans hereby acknowledges that all plans, details, specifications or methods of installation contained in this set of plans is the sole property of Fire Sprinkler Systems, Inc. and that any use of this set of plans is prohibited and is a violation of copyright laws without first receiving permission from Fire Sprinkler Systems. PLAN 2 / 2X FIRE SPRINKLER PLAN SHEET FP2 OF FP3 DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13D, 2016 ED. NOTES: 1.ALL HEAD SPACING TO BE 16'x16', UNLESS OTHERWISE NOTED. 2.ALL PIPES TO BE ¾" CPVC, UNLESS OTHERWISE NOTED. 3.PIPE CLEARANCES MUST BE IN ACCORDANCE WITH NFPA 13-9.3.4. 4.HANGERS SHOWN FOR REFERENCE PURPOSES ONLY. HANGER SPACING TO BE PER TABLES ON THIS SHEET. 5.ALL PIPING INSTALLED WITHIN THE ATTIC SHALL BE PROVIDED WITH MIN. 6" INSULATION ON THE ATTIC SIDE OF THE PIPING TO AVOID EXPOSURE OF THE PIPING TO TEMPERATURES IN EXCESS OF THE PIPES RATED TEMPERATURE (2016 NFPA 13D 7.7). 6.SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55sqft. AND LESS. (SECTION 8.3.2.) 7.SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES THAT MEET ALL OF THE FOLLOWING REQUIREMENTS: (1) THE AREA OF THE SPACE DOES NOT EXCEED 24sqft. (2) THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE MATERIALS AS DEFINED IN NFPA 220. 8. 8.2.5.1.2 THE DISTANCE SHALL BE MEASURED FROM THE CENTER OF THE SPRINKLER TO THE CENTER OF THE OBSTRUCTION. 9. 8.2.5.6 SHADOW AREAS SHALL BE PERMITTED IN THE PROTECTION AREA OF A SPRINKLER AS LONG AS THE CUMULATIVE DRY AREA DO NOT EXCEED 15sqft (1.4 sqm) PER SPRINKLER.NO.DATEREVISION12345Size Range:3 4" through 3" Finish: Pre-Galvanized Carbon Steel per ASTM A653 Service: Hanger for CPVC, steel, & copper pipe in the horizontal position on the bottom and side of structural wood beams, composite beams and Steel 20 Ga. (min.) (Fig. A, C respectively). Can be used as a restrainer when installed on top of structural wood beams (Fig. B), for limiting pipe movement due to thrust loads during sprinkler system start-up. It can also be used as a guide to limit movement for pipe in the vertical position. When used on composite wood beams, web thickness must be 3 8" or greater. Approvals: cULus Listed Installation: • Snap hanger over pipe. • Secure hanger to mounting surface with screws provided. • Do not make adjustments to hanger mounting flanges that result in clamping the pipe to the mounting surface. Pipe must be allowed to move freely through hanger. • Steel applications require two (2) #14 x 1" hex washer head self-drilling TEK screws. Not Supplied. Part Number STD-0090. Features: • Beveled edge design helps protect the CPVC pipe from any rough surface. • Easily attaches to wood structure with #10 x 1" hex washer head self threading screw supplied with product. • Retaining dimples hold the strap onto the pipe for ease of installation. (Not shown) Ordering: Specify pipe size, figure number, and description. Fig. A Fig. B Pipe Size 1 2 3 A 1 11⁄4 B Fig. C FIG. 186: DIMENSIONS (IN) • WEIGHT (LBS) øC E 1⁄4 F Approx. Weight/100 (lbs) 5 6 7 8 9 14 17 3 4 11 4 11 2 21 2 15 16 19 16 113 16 21 4 25 8 213 16 31 4 33 8 37 8 45 16 53 8 65 16 11 8 13 16 118 1½ 11116 218 29 16 27 8 312 No pre-drilling required. NOT TO SCALE ANVIL 186 HANGER (STEEL - COPPER - C.P.V.C.) Size Range:3 4" through 2" Material: Carbon Steel Finish: Pre-Galvanized per ASTM A653 Service: • Hanger and surge restraint for horizontal CPVC, steel, and copper piping when installed on the top, bottom, and side of the supporting structure. • Guide for vertical CPVC, steel, and copper piping when installed on the side of the supporting structure. • Horizontal and vertical seismic restraint per NFPA 13-2016 requirements. • May be installed with concrete, steel structural members, and other structural members with fasteners which comply with the requirements of NFPA 13. Approvals: cULus Listed Patents: No. 6,648,278 Installation: • Snap hanger over pipe. If needed, squeeze strap back around pipe. • CPVC pipe must be allowed to slide freely through the Fig. 188R. • Secure hanger to mounting surface with screws provided or with listed fasteners. Features: • Beveled edge design helps protect the CPVC pipe from any rough surface and eliminates pipe abrasion. • Easily attaches to wood structure with #10 x 1" hex washer head self-threading screw supplied with product. No pre-drilling required. • Bottom of pipe is offset 112" from the structure. Eliminates wooden spacer blocks. Ordering: Specify CPVC pipe size, figure number and description. Hanger & Restrainer Installation - Backing Nut Hanger = 1 - at top fastener Restraint = 2 - on each fastener Hanger & Restrainer Guide & Restrainer Per NFPA-13D and NFPA-13R B A E øC F D G Hanger and Restrainer FIG. 188R: DIMENSIONS (IN) • WEIGHT (LBS) CPVC Pipe Size 3 4 1 114 112 2 A 23 4 35 8 B 312 312 314 414 43 8 øC ¼ ¼ ¼ ¼ ¼ D 2 E 1 1 1 1 1 F 25 8 314 312 4 FIG. 188R: LISTED FASTENERS Pipe CPVC Steel & Copper Wood and Composite Beams Screw Supplied or #10 x 1" TEK Screw #14 x 1" TEK Screw or 14"x112" Lag Screw Steel (18ga. Minimum) #14 x 1" TEK Screw or 14"x1" TEK Screw #14 x 1" TEK Screw or 14"x1" TEK Screw G 112 Max. Hanger Spacing (FT.) 512 6 612 7 8 Approx. Weight/100 (lbs) 11 12 13 14 16 21316 21316 31116 23 16 2516 2716 21116 35 8 112 112 112 112 NOT TO SCALE ANVIL 188R HANGER (STEEL - COPPER - C.P.V.C.) J J SA J SA/COD VP J SA/COD J SA SA SA SA/COD J JJJSCALE: 1/4" = 1'-0" PLAN 2 - FIRE SPRINKLER PLAN ATTIC ACCESS KITCHEN 10'-0" CLG. OUTDOOR ROOM 10'-0" CLG. PANTRY 10'-0" CLG. LAUNDRY 10'-0" CLG.GARAGE 10'-0" CLG. TANDEM GARAGE 10'-0" CLG. PRIMARY BEDROOM 10'-0" CLG. W.I.C. 10'-0" CLG. PRIMARY BATH 10'-0" CLG. TOTAL LIVING AREA - GARAGE AREA- 3,215 SQFT. 653 SQFT. BREAKFAST 10'-0" CLG. GREAT ROOM 10'-0" CLG. BATH 2 10'-0" CLG. 12 SQFT. 11 SQFT. 32 SQFT. POWDER 10'-0" CLG. BEDROOM 2 10'-0" CLG. COVERED ENTRY 10'-0" CLG. FOYER 10'-0" CLG. FLEX ROOM 10'-0" CLG. 17 SQFT. BEDROOM 3 10'-0" CLG. BATH 3 10'-0" CLG. DINING ROOM 10'-0" CLG. 26 SQFT. DROP ZONE 10'-0" CLG. 46 SQFT. 43 SQFT. HEAT ZONE DRAWN BY: 32288 8/18/22 JOB NO: DATE: C.P. RISER LOCATION 10 7'-5"4'15'12'-8"2'-4"6'5'-11"7'-3"5'-10"4'-3"5'-6"11'-6"14'9'-11"16'-3"10'-7"8'4'-4"14'-11"1'15'-5"1'-7"11'-4"3'-2"2'-8"9'-11"3'-1"10'2'-2"9'-3"1'1'-10"4'-3"2'-2"5'-4"2'-2"8'-1"9'-7"5'-9"4'-10"2'-1"7'3'-6" 2'-2"8'-1" 2'-6" 5'-3" 5'4'-3"1'1'3'-1" 1' 1' 4'-4" 1' 6'-2" 5' 4'-7"3'-2"7'-4"7'-9"15'15'-3" 8' 10'-3"6'5'-1"9'-2"4'-7"7'-11"4'-1" 4'7'-2"3'-7"4'-4"3'-9"9'-9"6'6'4'-1"9'-7"6'9'-11"8'-4"8'7'-2" 7'-2"3'-11"5'-6"5'-5"5'-6"10'10'4'-7"8'7'-9"8'4'-7" 14' 13'8'3'-1"7'-3"14'-11"6'-9" 2'-6" 20'x20' SPACING 20'x20' SPACING 20'x20' SPACING 20'x20' SPACING 20'x20' SPACING 3 SQ. FT. 11 19 20 14 15 16 17 18 12 13 CALC AREA 1 CALC AREA 2 WILLIAMS HOMESBY:LA QUINTA, CA.MASTER PLAN SUBMITTALPOINT HAPPYTRACT #31348PLAN 2 / 2XSPACINGTEMP.K-FAC.SYMBOLMODELMANUF.SIN #ORIFICE206QUANTITY-TOTAL SPRINKLERS IN THIS SHEET:315-------VIKINGVIKING4.94.9200°175°16'x16'16'x16'VK494VK468FREEDOMPENDENT7/16"7/16"FREEDOMCONC. PEND.-VIKING4.9200°20'x20'VK4947/16"FREEDOMCONC. PEND. LICENSE NO. 684600 705 E. HARRISON ST., SUITE 200 CORONA, CA 92879 PH - 800-915-3473 FAX - 951-272-2535 CUSTOM, TRACT, MULTI-FAMILY AND COMMERCIAL DESIGN, C.P.INEERING AND INSTALLATION 1/4" = 1' IF SHEET IS LESS THAN SIZE - 24" X 36" SHEET ID 24" X 36" IT IS A REDUCED SCALE PRINT SCALE REDUCE ACCORDINGLY CLASSIFICATION C-16 LICENSE NO. 684600FIREPROTECTIONCO N T R ACTORFST A TE OF C A L IF O RNIAThe recipient of these plans hereby acknowledges that all plans, details, specifications or methods of installation contained in this set of plans is the sole property of Fire Sprinkler Systems, Inc. and that any use of this set of plans is prohibited and is a violation of copyright laws without first receiving permission from Fire Sprinkler Systems.SECTIONS FOR REFERENCE ONLYPLAN 2 / 2X SECTIONS SHEET FP3 OF FP3NO.DATEREVISION12345J J SCALE: 1/4" = 1'-0" PLAN 2X - FIRE SPRINKLER PLAN HEAT ZONE OUTDOOR ROOM 10'-0" CLG. KITCHEN 10'-0" CLG. BREAKFAST 10'-0" CLG. GREAT ROOM 10'-0" CLG. DRAWN BY: 32288 8/18/22 JOB NO: DATE: C.P.8'5'-10"9'-4"3'-7"4'-8"10'-9"1'-10"2'-2"5'-4"1' 4'-7"7'-4"4' 7'-2"2'-6"10'-6"2'-6"14'-4"1'-10"12'-4"1'-2"3'-2"3'-2"14'-11"10'-6" 14'-6"7'-3"8'8'4'WILLIAMS HOMESBY:LA QUINTA, CA.MASTER PLAN SUBMITTALPOINT HAPPYTRACT #31348PLAN 2 / 2X OISTR,G't.TIATER Domestic Water System Flow Analysis Coachella Valley Water District 75515 Hovley Lane East Palm Desert, CA 92211 Domestic Water System Flow Analysis (Hydraulic Model) GEO 05-07-30-2 PZ 22-13728 Requested By: Autumn Gasparella Date: 7/7/2022 Address: 24911 Ave Stanford Santa Clarita, CA 91355 APN: Tract 31348 Req. Fire Flow: gpm at 20psi for hours. Contact Name: Drew Kiley Project Name: Point Happy Phone: 7 60. 3 3 3. 319 3 Email: dkiley@williamshomes.com Cell: 760.333.3193 Domestic Water System Flow Analysis Location: Hydrant near 78-420 Heritage Way, La Quinta CA Flow Analysis Description Model Information PrMFMIRAM"' Requested Test 1 Test 2 Test 3 Test 4 Flow Domestic Elevation (Ft): 75 None system flow available without exceeding Steady State, Dynamic (psi): 85.2 Residual Pressure (psi): 80.6 Fire Flow Tested (gpm): 1,000 N/A CVWD's Combined Total: N/A criteria. .:;�,.: :� - =r ,".-. r-`2i-5^� .ham "•.- 1m isg;: kr _-4s:'.. _ S Tested Model Junction: J22844 Duration: 2 hours Demand Conditions: Peak Day Demand (PDD) Reservoir No./Level (s): Reservoir 6630/27.5' Pumps Operating No's: Pumps On Pressure Zone and HGL: Lower La Quinta (235') Model: CVWD_DOMESTICWATER 2020UPDATE 0922210 Comments: The domestic water system is capable of providing 1,000 gpm for 2 hours that satisfies CVWD's minimum pressure, velocity, and/or head loss criteria. This simulated system flow analysis may not include all facilities that may be required for this development/project. Please check with Development Services for further information on all required facilities. The theoretical flow to drop the residual pressure to 20 psi is 4,900 pm. Please note the theoretical flow exceeds CVWD's design criteria on the domestic water network. These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to supply water to the project at the flows or pressures indicated. It is important to note that the capacity of the on -site fire system, meters, service lines, backflow assemblies and other appurtenances were not considered in this analysis, which may alter actual flows or pressures. Due to continuous changes in the system, CVWD only considers this system flow analysis valid for six months from date of modelling/analysis. These system flow analysis comments are for plan check purposes only. The ultimate design responsibility resides with the Engineer -of -Record for this Project. Should you have any questions or need additional information, please contact me at (760) 398-2661, ext. 2 3 9 7. Completed B . Date: Page 1 of 1 ENG DS-016 Z"O�i_ST (8/31/15) ZT TT in Oti CO D o FIRE SPRINKLER SYSTEMS, INC. 705 E. HARRISON ST. SUITE 200 CORONA, CA. RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR POINT HAPPY LA QUINTA, CA. PLAN 2 *10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 8/18/2022 File No: 32288 Data File Name: PLAN 2.rdf SPRINKLER SPACING 256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr: VK494 Conc.Pend.(16xl6) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 74.9 psi Resid: 70.7 psi F1ow:1000.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 5 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 7.6 16 18.0 74.9 30.7 2 13.0 7.6 16 31.1 74.9 51.5 REVIEWING AUTHORITY LA QUINTA F.D. RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) ------------------------------------ --------------------- --------------------- 1 1 30.00 BG ---- -2.0 SRCE ---- 18.0 3.30 30.7 ---- 31.1 9.08 51.5 150 2 0.995 6.0 ---- -2.0 ---- ---- 0.09 0.00 27.4 ---- 0.25 0.00 42.4 2 2 1.00 -4.0 -2.0 ---- ---- 18.0 0.09 27.4 ---- 31.1 0.25 42.4 150 3 0.995 0.0 ---- -2.0 ---- ---- 0.09 0.00 23.3 ---- 0.25 0.00 38.2 3 3 70.00 3L ---- -2.0 ---- ---- 18.0 1.88 23.3 ---- 31.1 5.18 38.2 150 4 1.360 24.0 ---- -2.0 ---- ---- 0.02 0.00 21.4 ---- 0.06 0.00 33.0 4 4 4.00 L ---- -2.0 ---- ---- 18.0 0.20 21.4 ---- 31.1 0.55 33.0 150 5 1.265 3.0 ---- 2.0 -5 5 0.03 1.73 19.5 5 0.08 1.73 30.7 5 5 2.00 R ---- 2.0 -5 5 13.0 0.09 19.5 5 26.1 0.33 30.7 150 6 1.101 1.0 ---- 4.0 ---- ---- 0.03 0.87 18.6 ---- 0.11 0.87 29.5 6 6 1.00 -3.0 4.0 ---- ---- 13.0 0.03 18.6 ---- 26.1 0.11 29.5 150 7 1.101 0.0 ---- 4.0 ---- ---- 0.03 0.00 15.5 ---- 0.11 0.00 26.4 7 7 7.00 2R ---- 4.0 ---- ---- 13.0 0.28 15.5 ---- 26.1 1.00 26.4 150 10 1.101 2.0 ---- 11.0 ---- ---- 0.03 3.03 12.2 ---- 0.11 3.03 22.4 8 10 11.50 2L ---- 11.0 ---- ---- 13.0 1.84 12.2 ---- 26.1 6.69 22.4 150 11 0.874 8.0 ---- 11.0 ---- ---- 0.09 0.00 10.4 ---- 0.34 0.00 15.7 9 11 28.50 B3R ---- 11.0 ---- ---- 6.5 0.90 10.4 ---- 12.9 3.22 15.7 150 12 0.874 6.0 ---- 11.0 ---- ---- 0.03 0.00 9.5 ---- 0.09 0.00 12.5 10 12 29.00 L3R ---- 11.0 ---- ---- 3.8 0.35 9.5 ---- 7.4 1.20 12.5 150 13 0.874 7.0 ---- 11.0 ---- ---- 0.01 0.00 9.1 ---- 0.03 0.00 11.3 11 13 23.00 3R ---- 11.0 ---- ---- 3.8 0.25 9.1 ---- 7.4 0.87 11.3 150 14 0.874 3.0 ---- 11.0 ---- ---- 0.01 0.00 8.9 ---- 0.03 0.00 10.4 12 14 15.00 R ---- 11.0 ---- ---- 8.3 0.65 8.9 ---- 15.8 2.17 10.4 150 15 0.874 1.0 ---- 11.0 ---- ---- 0.04 0.00 8.2 ---- 0.14 0.00 8.2 13 15 3.50 B ---- 11.0 ---- ---- 13.0 0.61 8.2 ---- 13.0 0.61 8.2 150 16 0.874 3.0 ---- 11.0 4.71 13.0 0.09 0.00 7.6 13.0 0.09 0.00 7.6 14 15 11.00 LR ---- 11.0 ---- ---- -4.7 0.23 8.2 ---- 2.8 0.09 8.2 150 17 0.874 5.0 ---- 11.0 ---- ---- -0.01 0.00 8.5 ---- 0.01 0.00 8.1 15 17 1.00 B ---- 11.0 ---- ---- 0.0 0.00 8.5 ---- 13.1 0.38 8.1 150 18 0.874 3.0 ---- 11.0 4.71 ---- 0.00 0.00 8.5 13.1 0.10 0.00 7.7 16 17 50.00 B5R ---- 11.0 ---- ---- -4.7 0.85 8.5 ---- -10.3 3.58 8.1 150 19 0.874 8.0 ---- 11.0 ---- ---- -0.01 0.00 9.3 ---- -0.06 0.00 11.7 17 19 36.00 5R ---- 11.0 ---- ---- -6.5 1.07 9.3 ---- -13.2 3.98 11.7 150 11 0.874 5.0 ---- 11.0 ---- ---- -0.03 0.00 10.4 ---- -0.10 0.00 15.7 18 19 28.50 B2R ---- 11.0 ---- ---- 1.8 0.08 9.3 ---- 2.9 0.19 11.7 150 20 0.874 5.0 ---- 11.0 ---- ---- 0.00 0.00 9.2 ---- 0.01 0.00 11.5 19 20 16.00 L2BR ---- 11.0 ---- ---- 4.5 0.35 9.2 ---- 8.4 1.13 11.5 150 14 0.874 11.0 ---- 11.0 ---- ---- 0.01 0.00 8.9 ---- 0.04 0.00 10.4 20 20 36.00 2B7R ---- 11.0 ---- ---- -2.7 0.25 9.2 ---- -5.5 0.94 11.5 150 12 0.874 13.0 ---- 11.0 ---- ---- -0.01 0.00 9.5 ---- -0.02 0.00 12.5 Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node Fitting Code Letters: Node Notes Pipe Notes LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z= Z The maximum velocity of water flow occurs in pipe 1 at 7.43 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 8 at 13.97 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.265 1.00 3.00 6.00 2.00 2.00 7.00 0.00 0.00 0.00 0.00 PAGE: P MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.360 2.00 8.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 2021.0.01 computer program (License No. ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.01 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.05 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 51.5 psi and a 7 minute flow of 218 gal. and a 10 minute flow of 311.2 gallons. The minimum pressure at any node is 7.6 psi at node 16. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE 75.0 67.5 P 60.0 R E 52.5 S S 45.0 U R 37.5 E 30.0 P 22.5 S I 15.0 7.5 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 74.9 psi, Residual = 70.7 psi @ 1000 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 74.9 psi @ 18.0 gpm 74.9 psi @ 31.1 gpm B = Required Water Supply D = Required Water Supply 30.7 psi @ 18.0 gpm 51.5 psi @ 31.1 gpm FIRE SPRINKLER SYSTEMS, INC. 705 E. HARRISON ST. SUITE 200 CORONA, CA. RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR POINT HAPPY LA QUINTA, CA. PLAN 2 *10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 8/18/2022 File No: 32288 Data File Name: PLAN 2.rdf SPRINKLER SPACING 400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 10.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr: VK494 Conc.Pend.(20x20) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 74.9 psi Resid: 70.7 psi F1ow:1000.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 5 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 20.0 18.0 13 25.0 74.9 50.1 1 20.0 18.0 13 25.0 74.9 50.2 REVIEWING AUTHORITY LA QUINTA F.D. RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 1 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) ------------------------------------ --------------------- --------------------- 1 1 30.00 BG ---- -2.0 SRCE ---- 25.0 6.05 50.1 ---- 25.0 6.06 50.2 150 2 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 44.1 ---- 0.17 0.00 44.1 2 2 1.00 -4.0 -2.0 ---- ---- 25.0 0.17 44.1 ---- 25.0 0.17 44.1 150 3 0.995 0.0 ---- -2.0 ---- ---- 0.17 0.00 39.9 ---- 0.17 0.00 39.9 3 3 70.00 3L ---- -2.0 ---- ---- 25.0 3.45 39.9 ---- 25.0 3.45 39.9 150 4 1.360 24.0 ---- -2.0 ---- ---- 0.04 0.00 36.5 ---- 0.04 0.00 36.5 4 4 4.00 L ---- -2.0 ---- ---- 25.0 0.37 36.5 ---- 25.0 0.37 36.5 150 5 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 34.4 5 0.05 1.73 34.4 5 5 2.00 R ---- 2.0 -5 5 20.0 0.20 34.4 5 20.0 0.20 34.4 150 6 1.101 1.0 ---- 4.0 ---- ---- 0.07 0.87 33.3 ---- 0.07 0.87 33.3 6 6 1.00 -3.0 4.0 ---- ---- 20.0 0.07 33.3 ---- 20.0 0.07 33.3 150 7 1.101 0.0 ---- 4.0 ---- ---- 0.07 0.00 30.2 ---- 0.07 0.00 30.2 7 7 7.00 2R ---- 4.0 ---- ---- 20.0 0.61 30.2 ---- 20.0 0.61 30.2 150 10 1.101 2.0 ---- 11.0 ---- ---- 0.07 3.03 26.6 ---- 0.07 3.03 26.6 8 10 11.50 2L ---- 11.0 ---- ---- 20.0 4.08 26.6 ---- 20.0 4.08 26.6 150 11 0.874 8.0 ---- 11.0 ---- ---- 0.21 0.00 22.5 ---- 0.21 0.00 22.5 9 11 28.50 B3R ---- 11.0 ---- ---- 11.0 2.40 22.5 ---- 11.0 2.40 22.5 150 12 0.874 6.0 ---- 11.0 ---- ---- 0.07 0.00 20.1 ---- 0.07 0.00 20.1 10 12 29.00 L3R ---- 11.0 ---- ---- 10.0 2.10 20.1 ---- 10.0 2.10 20.1 150 13 0.874 7.0 ---- 11.0 4.71 20.0 0.06 0.00 18.0 20.0 0.06 0.00 18.0 11 13 23.00 3R ---- 11.0 4.71 20.0 -10.0 1.50 18.0 20.0 -10.0 1.50 18.0 150 14 0.874 3.0 ---- 11.0 ---- ---- -0.06 0.00 19.5 ---- -0.06 0.00 19.5 12 14 15.00 R ---- 11.0 ---- ---- -4.2 0.19 19.5 ---- -4.2 0.19 19.5 150 15 0.874 1.0 ---- 11.0 ---- ---- -0.01 0.00 19.7 ---- -0.01 0.00 19.7 13 15 3.50 B ---- 11.0 ---- ---- 0.0 0.00 19.7 ---- 0.0 0.00 19.7 150 16 0.874 3.0 ---- 11.0 ---- ---- 0.00 0.00 19.7 ---- 0.00 0.00 19.7 14 15 11.00 LR ---- 11.0 ---- ---- -4.2 0.19 19.7 ---- -4.2 0.19 19.7 150 17 0.874 5.0 ---- 11.0 ---- ---- -0.01 0.00 19.9 ---- -0.01 0.00 19.9 15 17 1.00 B ---- 11.0 ---- ---- 0.0 0.00 19.9 ---- 0.0 0.00 19.9 150 18 0.874 3.0 ---- 11.0 ---- ---- 0.00 0.00 19.9 ---- 0.00 0.00 19.9 16 17 50.00 B5R ---- 11.0 ---- ---- -4.2 0.68 19.9 ---- -4.2 0.68 19.9 150 19 0.874 8.0 ---- 11.0 ---- ---- -0.01 0.00 20.6 ---- -0.01 0.00 20.6 17 19 36.00 5R ---- 11.0 ---- ---- -9.0 1.95 20.6 ---- -9.0 1.95 20.6 150 11 0.874 5.0 ---- 11.0 ---- ---- -0.05 0.00 22.5 ---- -0.05 0.00 22.5 18 19 28.50 B2R ---- 11.0 ---- ---- 4.8 0.49 20.6 ---- 4.8 0.49 20.6 150 20 0.874 5.0 ---- 11.0 ---- ---- 0.01 0.00 20.1 ---- 0.01 0.00 20.1 19 20 16.00 L2BR ---- 11.0 ---- ---- 5.8 0.56 20.1 ---- 5.8 0.56 20.1 150 14 0.874 11.0 ---- 11.0 ---- ---- 0.02 0.00 19.5 ---- 0.02 0.00 19.5 20 20 36.00 2B7R - - - - 11.0 - - - - - - - - -1.0 0.04 20.1 - - - - -1.0 0.04 20.1 150 12 0.874 13.0 ---- 11.0 ---- ---- -0.00 0.00 20.1 ---- -0.00 0.00 20.1 Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node Fitting Code Letters: Node Notes Pipe Notes LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z= Z The maximum velocity of water flow occurs in pipe 8 at 10.70 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 8 at 10.69 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.265 1.00 3.00 6.00 2.00 2.00 7.00 0.00 0.00 0.00 0.00 PAGE: P MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.360 2.00 8.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 2021.0.01 computer program (License No. ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.10 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.01 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 50.2 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.0 gallons. The minimum pressure at any node is 18.0 psi at node 13. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE 75.0 67.5 P 60.0 R E 52.5 S S 45.0 U R 37.5 E 30.0 P 22.5 S I 15.0 7.5 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 74.9 psi, Residual = 70.7 psi @ 1000 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 74.9 psi @ 25.0 gpm 74.9 psi @ 25.0 gpm B = Required Water Supply D = Required Water Supply 50.1 psi @ 25.0 gpm 50.2 psi @ 25.0 gpm 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 September 26, 2022 Fire Sprinkler Systems Inc. 705 E Harrison St #200 Corona, CA 92879 Re: Residential Fire Sprinkler Plan Review — POINT HAPPY — TR 31348 FCMP2022-0026 / MASTER PLAN 2 & 2X 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. Contractor shall separately apply and pay fees for the various Production Home lots associated with this project as each will be handled under separate permit. 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. Kohl Hetrick - Fire Safety Specialist Bin # City of La Quints Building 8z Safety Division P.O. Box 1504, 78-495 Calle Tampico La.Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: LOT 66 / 46-715 BRADSHAW TRAIL Owner'sNarne: WILLIAMS HOMES A.P.Number: Address:24911 STANFORD AVENUE Legal Description: MASTER PLAN TYPE 1 Contractor: FIRE SPRINKLER SYSTEMS, INC City, ST, Zip: SANTA CLARITA, CA 91355 pa Telephone: W.;£;$�., Address: 705 E. HARRISON ST. #200 Project Description: City, ST, Zip: CORONA, CA 92879 INSTALLATION OF RESIDENTIAL FIRE SPRINKLERS Telephone: 951-272-2522 {y �k ,r>Y "'`' 'f 31 HEADS / 3,868 SF State Lic. # : 684600 City Lie. #.: 762890 Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lic. #: . ,., � z? s" Name of Contact Person: JAM I E B I S H I P Construction Type:.V-B Occupancy: R3/U Project type (eirete one): New Add'n Alter Repair Demo Sq. Ft.: 3,868 S F "St es: 1 # Units: N/A Telephone # of Contact Person: 951-272-2522 Estimated Value of Project: $2,470.00 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Reed TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amouat Structural Cales. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Cales. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan r' Review, ready for correctionslissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. 11.0A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review; ready for eorrectionsfrssue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees