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FSS2022-0067Description: GODBER / FIRE SPRINKLERS / BRES2021-0700 Type: FIRE SPRINKLER (WEB) Subtype: RESIDENTIAL - CUSTOM Status: FINALED Applied: 3/2/2022 EPRS HOMES Approved: 5/9/2022 KHET Parcel No: 777420003 Site Address: 53374 VIA DONA LA QUINTA,CA 92253 Subdivision: TR 29894-4 Block: Lot: 20 Issued: 6/7/2022 ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 2/21/2023 LRO Valuation: $4,100.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: Fire Sprinkler Residential 259 � /mil \- �/ 29 68 i Applied to Approved Approved to Issued Issued to Finaled ADDITIONAL maillmll'. •0191kelcrm CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES CONTRACTOR REQUESTED FINAL INSPECTION. PERMIT EXPIRED AS OF 12/11/22 (6 MOS FROM DATE OF LAST APPROVED INSPECTION). ADDED EXTENSION FEE OF $88 AND EXTENDED PERMIT TO 2/17/23 SO CONTRACTOR CAN PAY FEE VIA ETRAKIT. WILL ALSO REQUIRE AN EXTENSION NOTE JOSE DELGADO 2/15/2023 2/16/2023 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 Printed: Wednesday, April 05, 2023 9:48:06 AM 1 of 5 WsYsrEMS NAME TYPE NAME ADDRESSI CONTACTS CITY STATE ZIP PHONE FAX EMAIL APPLICANT nicholas Domnick 16224 space drive moreno valley CA 92551 (951)807-1347 NICKNAFP@MSN.COM CONTRACTOR NICHOLAS DOMNICK FIRE PROTECTION 16224 SPACE DR MORENO VALLEY CA 92551 (951)807-1347 NICK@NDFIREPROTECT ION.COM OWNER NICHOLAS DOMNICK 16224 space drive moreno valley CA 92551 (951)807-1347 NICKNAFP@MSN.COM FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE PERMIT EXTENSION (ADMIN 101-0000-42420 0 $88.00 $88.00 2/16/23 WEB14377 816284353 CREDIT nicholas Domnick EPRS PROCESSING) FIRE SPRINKLER SYSTEMS - SINGLE 101-0000-42421 0 $167.00 $167.00 6/7/22 WEB12021 637548907 ECHECK nicholas Domnick EPRS 02 FAMILY DETACHED FIRE SPRINKLER SYSTEMS - SINGLE 101-0000-42420 0 $250.00 $250.00 6/7/22 WEB12021 637548907 ECHECK nicholas Domnick EPRS 02 FAMILY DETACHED PC Total Paid for FIRE FEES: $505.00 $505.00 RECORDS 101-0000-42416 0 $11.00 $11.00 6/7/22 WEB12021 637548907 ECHECK nicholas Domnick EPRS MANAGEMENT FEE 02 Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 6/7/22 WEB12021 637548907 ECHECK nicholas Domnick EPRS ENHANCEMENT FEE 02 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:ML OO $521.00 Lei 2 SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE Printed: Wednesday, April 05, 2023 9:48:06 AM 2of5 CRWSY5TEM5 OVERHEAD ROUGH revised plans and calcs required to be PIPING KHET 6/14/2022 6/14/2022 APPROVED REVISED PLANS/CALCS reviewed and approved prior to final inspection request. OVERHEAD HYRO I KHET 16/14/2022 16/14/2022 I APPROVED FIRE FINAL" LRO 2/21/2023 2/21/2023 APPROVED RETURNED REVIEWS STATUS REMARKS REVIEW TYPE REVIEWER SENT DATE DUE DATE NOTES DATE 1ST FIRE - ETRAKIT KOHL 3/2/2022 3/16/2022 3/27/2022 REVISIONS REQUIRED SEE ATTACHMENTS (2 WK) HETRICK 1ST PERMIT TECH — PERMIT TECH 3/2/2022 3/3/2022 3/3/2022 COMPLETE ETRAKIT (1 DAY) BUCKET KOHL 4/11/2022 4/18/2022 5/9/2022 APPROVED SEE ATTACHMENTS 2ND FIRE (1 WK) HETRICK BOND INFORMATION Attachment Type CREATED OWNER ATTACHMENTS DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED Etrakit Public GODBER-RES DOC 3/2/2022 1ST SUBMITTAL CVWD CONNECTION CHARGE 1 Registration EST.pdf DOC 3/2/2022 Etrakit Public 1ST SUBMITTAL GODBUR RES 1 HEAD 1 Registration HYDRAULIC 1 CALC.pdf DOC 3/2/2022 Etrakit Public 1ST SUBMITTAL GODBUR RES 2 HEAD 1 Registration HYDRAULIC 2 CALC.pdf laquinta lot 20 DOC 3/2/2022 Etrakit Public 1ST SUBMITTAL GODBUR FIRE 1 OF 2 1 Registration sprinkler plan 1 of 2 Model (1).pdf Printed: Wednesday, April 05, 2023 9:48:06 AM 3 of 5 WsYsrEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED laquinta lot 20 DOC 3/2/2022 Etrakit Public 1ST SUBMITTAL GODBUR FIRE 2 OF 2 1 Registration sprinkler plan 2 of 2 Model (1).pdf riverside county plan DOC 3/2/2022 Etrakit Public 1ST SUBMITTAL plan review form Godbur 1 Registration review form Res.pdf DOC 4/11/2022 Etrakit Public 2 HEAD CALC GODBUR RES 2 HEAD 1 Registration CALC W LOOP.pdf Etrakit Public GODBUR RES CALC 1 DOC 4/11/2022 1 HEAD CALC HEAD 20 X 20 WITH 1 Registration LOOP.pdf laquinta lot 20 DOC 4/11/2022 Etrakit Public REVISED FIRE PLAN 2 OF GODBUR FIRE revised 2 1 Registration 2 OF 2.pdf laquinta lot 20 DOC 4/11/2022 Etrakit Public REVISED FIRE PLAN 1 OF GODBUR FIRE revised 1 1 Registration 2 OF 2.pdf Etrakit Public WATER E MAIL FROM STATIC WATER DOC 4/11/2022 PRESSURE FROM 1 Registration CVWD CVWD.pdf DOC 2/16/2023 DOSE DELGADO fss 2022-0067 permit fss 2022-0067 permit 0 extention letter.pdf extention letter.pdf FSS2022-0067 - 1ST FSS2022-0067 - 1ST DOC 3/27/2022 KOHL HETRICK REVIEW - FIRE REVIEW - FIRE 1 CORRECTIONS.pdf CORRECTIONS.pdf FSS2022-0067- FSS2022-0067- DOC 5/9/2022 KOHL HETRICK APPROVED PLANS AND APPROVED PLANS AND 1 CALCS.pdf CALCS.pdf DOC 5/9/2022 KOHL HETRICK FSS2022-0067 - COA FSS2022-0067 - COA 1 AND JOB CARD.pdf AND JOB CARD.pdf Printed: Wednesday, April 05, 2023 9:48:06 AM 4 of 5 WsYsrEMS Printed: Wednesday, April 05, 2023 9:48:06 AM 5 of 5 WsYsrEMS GENERAL NOTES A. THIS DESIGN & INSTALLATION REFLECTS N.F.P.A. 130, 2016 ED. _ AND LA QUINTA CITY FIRE DEPARTMENT AMENDMENTS. 1. THIS DRAWING SHOWS THE LAY -OUT OF THE SYSTEM AND INDICATES THE APPROXIMATE LOCATION OF EQUIPMENT AND PIPING. THE PIPING IS TO BE INSTALLED IN APPROXIMATELY THE AREA AS INDICATED ON THE 1 - DRAWINGS. HOWEVER, THE CONTRACTOR SHALL BE RESPONSABLE FOR ANY MODIFICATIONS AS MAY BE REQUIRED TO SUIT STRUCTURAL OR JOB CONDITIONS. CONTRACTOR SHALL FURNISH ALL OFFSETS, ADDITIONAL FITTINGS, PIPE ADJUSMENTS ETC., AS MAY BE REQUIRED TO MEET INSTALLATION CONDITIONS. 2, ONLY UL APPROVED AND NFPA LISTED EQUIPMENT SHALL BE USED. 3. THE CONTRACTOR IS TO REVIEW1 AR AND VERIFY ALL FIELD G R CONDITIONS, MEASUREMENTS, PLANS AND STOCK LISTS,GE 4. PENETRATIONS THROUGH FIRE RATED PARTITIONS TO BE SEALED TO MAINTAIN THE INTEGRITY OF THE PARTITION. 5. CONTRACTOR IS TO PERFORM AND MEET ALL CODE REQUIRED TESTS, AND FILE A MATERIAL AND TEST CERTIFICATE PER NFPA $13D. 6. HYDRAULIC PLACARD TO BE PROVIDED AT THE BASE OF THE RISER ON CALCULATED SYSTEMS. vErvEc 7. ALL HEADS SUBJECT TO MECHANICAL DAMAGE TO BE PROVIDED WITH HEAD GUARDS. 8, CONTRACTOR IS TO REPORT CONDITIONS REQUIRING CHANGES FROM PLANS TO THE ENGINEER PRIOR TO STARTING WORK. 9. SPRINKLER HEAD TEMPERATURE RATINGS TO BE IN A°I0°1°"O°sp'�I°Ily �s d ACCORDANCE WITH NFPA 13D OR OTHER GOVERNING ° ODE. O acnnon 10. HANGERS ARE TO BE IN ACCORDANCE WITH NFPA 13D. NO. Or 9FNINNILRS EARTHQUAKE BRACING TO BE PROVIDED WHERE REQUIRED. 11. FLUSHING CONNECTIONS TO BE PROVIDED AT THE ENDS OF Is a 0[slc CROSSMAINS. .xuw wao 0 12. AUXILIARY DRAINS TO BE PROVIDED WHERE REQUIRED TO ° DRAIN ALL PORTIONS OF THE SYSTEM. 13. RELIEF VALVES ARE TO BE PROVIDED ON GRIDDED Ru DMAND SYSTEMS. O 14. ALL WORK SHALL BE APPROVED BY AUTHORITIES HAVING n JURISDICTION. 0 15. SPARE HEAD CABINET WITH REQUIRED # OF HEADS, AND WRENCH, TO BE PROVIDED. NOTES TO THE OWNER THE SPRINKLER SYSTEM MUST BE MAINTAINED AND TESTED REGULARLY BY YOU OR YOUR AGENTS IN ACCORDANCE WITH NFPA REQUIREMENTS. YOU MUST MAINTAIN SUFFICIENT HEAT THROUGHOUT THE PREMISES TO PREVENT SYSTEM FREEZING. YOU SHALL INFORM TENANTS OF PROPER CARE NECESSARY TO THE SYSTEM.IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY, ��RFLMWMAINTAIN RESTHE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY. THEFIRE SPRINKLER INSTALLER SHAL PROVIDE TO THE OWNER/ OCCUPANT INSTRUCTIONS ON INSPECTING, TESTING AND MAINTAINING THE SYSTEM. (NFPA 13-D, SECTION 4.1.1) NOTE TO PLAN CHECKER ` COPP O 02 INSTALL NEW FIRE SPRINKLERS SYSTEM ALL PIPE 1" CPVC 10' FLAT CEILINGS U.N.O. HANGERS PER 2016 NFPA 13D APN # 777-420-003 �S■,los / 4 � , II�II Ilwll BA 5 1 0 2 CAR GARAGE ) xP To axon. FRONT ELEVATION PROJECT: OWNER : GODBUR RESIDENCE M. NERD ME CSF. K-FAC. 1EMP FlN. CT. 53374 VIA DONA DESERT LAND HOLDINGS LLC 10 TYCOLFIICONC. (16'SPAcwc) 1/z a9 15s 'MIT z9 OO irCO LFlI (LAUNDRY ROgA) 1/2 49 175 N 10 LOT 20 HIDEAWAY COUNTRY CLUB 42-335 WASHINGTON ST. STE.F340 I VI FPCO LF II 51Gew°II 1 1/2ez 1 155 BHT 0 LA QUINTA, CA PALM DESERT, CA 92211 TOTAL 39 COURTYARD �JJ II MASTER - BEDROOM - —II 11-9 H ILL I" COVERED POR as N. PATIO GREATROOM I" -' uuul�-luu I�`I Ell ` SS DINING DI NI' L 7�.ITCIEN4 �d0-10 oAv 13-3 KITCHEN O O La x APPROVED oxim°om�oime ri�M nal By: Kohl Helrickns REVISED IER"ITI,FSS2022-00677 E �Fa�ii�4�FA VICKJ DOM NICKL J Z ia8�r "� 0r'1 O � UN �O QU Ul0 m �aO LEE F z� r0 Op,rj O 6oN xroaauuc NcrtNENcc oxLY) d 0 1 0 Q DESIGN AND INSTALLATION BY: N.D.F.P CA LICENSE: #682276 NICIHOLAS DOMNICK FIRE PROTECTION 16224 SPACE DRIVE MORENO VALLEY, CA (951) 807-1347 FIRE SPRINKLER PLAN DRAWN BY : NICK SCALE: 1 4 = ir DATE: 03-01-22 PAGE: 01 OF 02 GENERAL NOTES A. THIS DESIGN & INSTALLATION REFLECTS N.F.P.A. 13D, 2016 ED. AND LA QUINTA CITY FIRE DEPARTMENT AMENDMENTS. 1. THIS DRAWING SHOWS THE LAY -OUT OF THE SYSTEM AND INDICATES THE APPROXIMATE LOCATION OF EQUIPMENT AND PIPING. THE PIPING IS TO BE INSTALLED IN APPROXIMATELY THE AREA AS INDICATED ON THE DRAWINGS. HOWEVER, THE CONTRACTOR SHALL BE RESPONSABLE FOR ANY MODIFICATIONS AS MAY BE REQUIRED TO SUIT STRUCTURAL OR JOB CONDITIONS. CONTRACTOR SHALL FURNISH ALL OFFSETS, ADDITIONAL FITTINGS, PIPE ADJUSMENTS ETC., AS MAY BE REQUIRED TO MEET INSTALLATION CONDITIONS. 2. ONLY UL APPROVED AND NFPA LISTED EQUIPMENT SHALL BE USED. 3. THE CONTRACTOR IS TO REVIEW AND VERIFY ALL FIELD CONDITIONS, MEASUREMENTS, PLANS AND STOCK LISTS, 4. PENETRATIONS THROUGH FIRE RATED PARTITIONS TO BE SEALED TO MAINTAIN THE INTEGRITY OF THE PARTITION. 5. CONTRACTOR IS TO PERFORM AND MEET ALL CODE REQUIRED TESTS, AND FILE A MATERIAL AND TEST CERTIFICATE PER NFPA #13D. 6. HYDRAULIC PLACARD TO BE PROVIDED AT THE BASE OF THE RISER ON CALCULATED SYSTEMS. 7. ALL HEADS SUBJECT TO MECHANICAL DAMAGE TO BE PROVIDED WITH HEAD GUARDS. 8. CONTRACTOR IS TO REPORT CONDITIONS REQUIRING CHANGES FROM PLANS TO THE ENGINEER PRIOR TO STARTING WORK. 9. SPRINKLER HEAD TEMPERATURE RATINGS TO BE IN ACCORDANCE WITH NFPA 13D OR OTHER GOVERNING CODE. 10. HANGERS ARE TO BE IN ACCORDANCE WITH NFPA 13D. EARTHQUAKE BRACING TO BE PROVIDED WHERE REQUIRED. 11. FLUSHING CONNECTIONS TO BE PROVIDED AT THE ENDS OF CROSSMAINS. 12. AUXILIARY DRAINS TO BE PROVIDED WHERE REQUIRED TO DRAIN ALL PORTIONS OF THE SYSTEM. 13. RELIEF VALVES ARE TO BE PROVIDED ON GRIDDED SYSTEMS. 14. ALL WORK SHALL BE APPROVED BY AUTHORITIES HAVING JURISDICTION. 15. SPARE HEAD CABINET WITH REQUIRED # OF HEADS, AND WRENCH, TO BE PROVIDED. NOTES TO THE OWNER THE SPRINKLER SYSTEM MUST BE MAINTAINED AND TESTED REGULARLY BY YOU OR YOUR AGENTS IN ACCORDANCE WITH NFPA REQUIREMENTS. YOU MUST MAINTAIN SUFFICIENT HEAT THROUGHOUT THE PREMISES TO PREVENT SYSTEM FREEZING. YOU SHALL INFORM TENANTS OF PROPER CARE NECESSARY TO MAINTAIN THE SYSTEM. IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY, THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY. THE FIRE SPRINKLER INSTALLER SHAL PROVIDE TO THE OWNER/ OCCUPANT INSTRUCTIONS ON INSPECTING, TESTING AND MAINTAINING THE SYSTEM. (NFPA 13-D, SECTION 4.1.1) NOTE TO PLAN CHECKER INSTALL NEW RE ALL PIPE 1 " CPVC 10 FLAT CEILINGS SPRINKLERS SYSTEM U.N.O. HANGERS PER 2016 NFPA 13D TOLCO FIG. 23 TOR FIG. 22 CPVC STRAP CPVC STRA O P-----\ 4PIPIN PVC PIPIN CPVCOMPOSITE WOOD HEX HEAD SELF TAPPING SCREWN,--FLEX HEAD SELF TAPPING SCREW CPVC PIPING-/ SINGLE FASTENER DOUBLE FASTENER CPVC PIPE STRAP CPVC PIPE STRAP FIGURE 22 - CPVC HANGER FIGURE 23 - CPVC HANGER TAPPING SCREF CLOSED PVC/CPVC PLASTIC PIPE THROUGH 1-HR. AND 2-HR. GYPSUM WALL ASSEMBLY F RAIN - rR AND 24R T -,HD M/SQ FT.AT AMNf .SEM1AD2 L A,NRA1W \-OFFSET HANGER HANGERS ON 9LL , FFDIT 1EW SEM A -A DROPS OVER 1 -0 A HEADSET 2 BOARD CLG J AJ NB-1 HEADSET MOUNTING BRACKET AND NO BLOCK HANGER HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED NTH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE 1 0 01 MAXIMUM DISTANCE BETWEEN HANGERS CPVC PIPIN NOMINAL PIPE 3/4" 1" 1-1/4"1-1/2" 2" DOUBLE FASTENER SIZE (in.) CPVC PIPE STRAP FIGURE 24 -CPVC HANGER COPPER TUBE 8'-0" 8'-0" 10'-0" 10'-0" 12'-0" CPVC 5'-6" 6'-0" 6'-6" 7'-0" 8'-0" SCALE PROJECT: GODBUR RESIDENCE 53374 VIA DONA LOT 20 HIDEAWAY COUNTRY CLUB LA QUINTA, CA 1. CW9M WAIL ASMAY (I-K AID 2-K FK-MWX2-RR Wellz POMM rU TR B ONE OF WE FOLO•D : A MUM r NAIc1ER aw NASID PPE (am PPMO WBOL 3. FS-NE WAI FBFOAMMM KUIESOIR SFAI.WT A I0IM M SAB' OFPIII OF SEAIJNf FORA 1-HR. FNE-RAIN& L INNFM 1-1/4' DU M OF SEAI/NT FOR A 2-HL INE-MIM I NM: I. AMAAAR SPACE - MNMM 311r. MWAM 1-1/4'. I 2 MAMIM NAMEIFR OF USK - /-3/A'. SEE NSTAUAI,ON MANUAL FM MMIWMAL MSIMOIS CLOSED PVC/CPVC PLASTIC PIPE THROUGH 1-HR. AND 2-HR. GYPSUM WALL ASSEMBLY CPVC DETAILS OWNER HYDRAULIC -SYSTEM This building is protected by a Hydraulically Designed Automatic Sprinkler System LOCATION MOST REMOTE NO. OF SPRINKLERS 0 BASIS OF DESIGN 1. HAZARD GROUP RESIDENTIAL 2. DENSITY 05 3. DESIGNED AREA OF DISCHARGE 500 SQ. FT. SYSTEM DEMAND 1. SPRINKLER DISCHARGE 2. RESIDUAL PRESSURE AT BASE OF RISER 3. DEMAND AT SOURCE 26.5 GPM 44.8 PSI 59.9 PSI @ 31.5 GPM DESERT LAND HOLDINGS L-L-C 42- 335 WASH N GTON ST. STE. F340 PALM DESERT, CA 92211 NO. IDATE REVISION SYM. HEAD TYPE ORF. K-FAC. TEMP FIN. CT. 4/11/22 PER CORRECTIONS 0 TYCO LF II CONC. ( 16' SPACING) 1 /2" 4.9 155 WHT 29 0° TYCO LFII (LAUNDRY ROOM) 1 /2" 4.9 175 WHT 10 TYCO LF II sidewall 1 /2" 4.2 155 WHT 0 TOTAL 39 1" CPVC TO EXISTING S -1" CPVC -T.O.R. -1" CPVC PRESSURE GAUGE N VALVE TEST 1" CHECK VALVE U RAIN LINE (RUBBER FACED) 1" CPVC - BOR anR TO DOMESTIC 5 G.P.M. / -SHUT-OFF VALVE J DOM C REMSED P��oF CAL /� 11 .,tip 00 1••• .• .• .••O 004 ••••t•*• 00 1 J.DOMNICKiO / •••.:••••••• C • 16 # ••••••s• / 00� 682276 O `0= I11%,j •••••••••••• ��dw w a 0 NEPTUNE T-10 1" WATER METER 1"-1/2 pvc 1"-1/2 pvc 6 P.S.I. LOSS 1" COPPER L / 1 O SRC �J 5'Lij DGA M2 65' MAX Mt 15' 8CITY MAIN FIRE SPRINKLER RISER DETAIL & UNDERGROUND 0 (FOR HYDRAULIC REFERENCE ONLY) F RE SPRINKLER PLAN U z OII^`J U N LLJ U �� zQ Q w z �Q �0 QU U� Q LL1 LLJ _0 Q = \Q oz NO m� 0 0 Q CD Lid DESIGN AND INSTALLATION BY: N.D.F.P CA LICENSE: #682276 NICHOLAS DOMNICK FIRE PROTECTION 16224 SPACE DRIVE MORENO VALLEY, CA (951) 807-1347 DRAWN BY : NICK SCALE: 1 /4" = 1' DATE: 03-01-22 I PAGE: 02 OF 02 Nick Domnick From: Nancy Munoz <NMunoz@cvwd.org> Sent: Tuesday, April 5, 2022 11:33 AM To: Nick Domnick Cc: Development Services Subject: Calculated PSI for The Hideaway, 53374 Via Dona, La Quinta Follow Up Flag: Follow up Flag Status: Flagged Nick, The calculated PSI for the property located at The Hideaway, 53374 Via Dona, La Quinta is nearly 70 psi. Thank you, Nawa� K. MOA10Z Development Service Technician I ZR 9�13110130 YourWater is our promise Coachella Valley Water District 760-398-2651 Ext 3532 www.cvwd.org "These comments/conditions are valid for one year from the date of this letter/email, including any verbal representations. Thereafter, CVWD may review and revise the requirements discussed and/or require updated information." 1 0 HYDRAULIC CALCULATIONS FOR GODBUR RESIDENCE 53374 VIA DONA (THE HIDEAWAY) LA QUINTA, CA 2 HEAD CALC 90% OF AVAILABLE WATER SUPPLY (69-10%)= 62.1 DRAWING NUMBER: 7591 DATE: APR 11, 2022 -DESIGN DATA - REMOTE AREA NUMBER: 1 REMOTE AREA LOCATION: WORST CASE 2 HEAD CALC OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 500 sq. ft. COVERAGE PER SPRINKLER: 256 sq. ft. TYPE OF SPRINKLERS CALCULATED: TYCO LF II NUMBER OF SPRINKLERS CALCULATED: 2 HOSE -STREAM DEMAND: 5 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 36.3 gpm FLOW AND PRESSURE (AT BASE OF RISER): gpm @ psi TYPE OF SYSTEM: WET WATER SUPPLY Source: CITY MAIN Test Date: 1/27/22 Test By: CVWD Location:53374 VIA DONA Static: 62 psi Residual: 20 psi Flow: 3000.0 gpm Source Elevation Relative to Finished Flow Level: ft. AUTHORITY HAVING JURISDICTION:LA QUINTA FIRE (RIVERSIDE COUNTY) NOTES:ALL RUN TEES ADDED IN EQUIVELANT FEET OF PIPE. Calculations performed by HASS under license # 64621467 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/11/20222 JOBS\JIM SNELLENBURGER\GODBUR LOT 20\GODBUR RES CALC.SDF JOB TITLE: GODBUR 2 HEAD CALC WATER SUPPLY ANALYSIS Static: 62.10 psi Resid: 20.00 psi Flow: 3000.0 gpm :I I 70.0 60.0 G A U 50.0 G E 40.0 P 30.0 R E 20.0 S S U 10.0 R E 0.0 LEGEND 1 Available pressure 62.09 psi @ 36.3 gpm 2 i Required pressure 52.18 psi @ 36.3 gpm Avail. OnSite Demand Press. 62.09 psi @ 31.3 gpm i Req. OnSite Demand Press. 52.18 psi @ 31.3 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source s 600900 1200 1500 1800 2100 2400 2700 3000 i FLOW (GPM) )_tote: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/11/20222 JOBS\JIM SNELLENBURGER\GODBUR LOT 20\GODBUR RES CALC.SDF JOB TITLE: GODBUR 2 HEAD CALC NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 62.1 20.0 3000.0 62.1 36.3 52.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 36.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 5.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) M1 101.0 - - - - 47.2 - - - NOTES M2 101.0 - - - - 35.2 - - - NOTES UGA 101.0 - - - - 34.7 - - - NOTES DOM 102.0 HOSE STREAM 34.0 5.0 NOTES BOR 102.0 - - - - 33.3 - - - NOTES TOR 112.0 - - - - 26.1 - - - NOTES 5 112.0 - - - - 25.2 - - - NOTES 6 112.0 - - - - 23.6 - - - NOTES 7 112.0 - - - - 22.4 - - - NOTES 8 122.0 - - - - 16.1 - - - NOTES 9 122.0 - - - - 13.6 - - - NOTES 10 122.0 - - - - 11.8 - - - NOTES 11 122.0 - - - - 7.7 - - - NOTES 12 112.0 - - - - 23.6 - - - 13 112.0 - - - - 23.6 - - - 13A 112.0 - - - - 23.6 - - - 13B 112.0 - - - - 23.6 - - - 14 115.0 - - - - 22.3 - - - 15 115.0 - - - - 22.3 - - - 16 112.0 - - - - 23.6 - - - 17 112.0 - - - - 23.6 - - - 18 112.0 - - - - 23.6 - - - 19 112.0 - - - - 23.6 - - - 100 122.0 K= 4.90 7.4 13.3 101 122.0 K= 4.90 7.0 13.0 200 112.0 - - - - 23.6 - - - SOURCE 100.0 SOURCE 52.2 31.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/11/20222 JOBS\JIM SNELLENBURGER\GODBUR LOT 20\GODBUR RES CALC.SDF JOB TITLE: GODBUR 2 HEAD CALC NFPA PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node E1 (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 15.00 150 4.9 SOURCE 100.0 52.2 31.3 M2 1.000 2E: 5.4 5.40 0.4 M1 101.0 47.2 31.3 1.025 20.40 0.221 4.5 Pipe: 2 0.0 Fixed Pressure Loss Device M1 101.0 47.2 31.3 UGA 12.0 psi, 31.3 gpm M2 101.0 35.2 31.3 Pipe: 3 0.0 0.0 65.00 150 0.6 M2 101.0 35.2 31.3 DOM 2.000 2E:15.1 15.11 -0.0 UGA 101.0 34.7 31.3 2.067 80.11 0.007 0.6 Pipe: 4 H.S. 5.0 Disch 5.00 150 0.6 UGA 101.0 34.7 26.3 BOR 2.000 E: 7.6 22.67 0.4 DOM 102.0 34.0 31.3 2.067 T:15.1 27.67 0.007 0.2 Pipe: 5 0.0 0.0 2.00 150 0.8 DOM 102.0 34.0 26.3 TOR 1.000 E: 2.7 2.70 -0.0 BOR 102.0 33.3 26.3 1.025 4.70 0.160 0.8 Pipe: 6 0.0 0.0 10.00 150 7.2 BOR 102.0 33.3 26.3 5 1.000 E: 7.0 15.00 4.3 TOR 112.0 26.1 26.3 1.101 C: 8.0 25.00 0.113 2.8 Pipe: 7 0.0 0.0 1.00 150 0.9 TOR 112.0 26.1 26.3 6 1.000 E: 7.0 7.00 -0.0 5 112.0 25.2 26.3 1.101 8.00 0.113 0.9 Pipe: 8 0.0 0.0 12 8.00 150 1.6 5 112.0 25.2 26.3 7 1.000 T: 6.0 6.00 -0.0 6 112.0 23.6 26.3 1.101 14.00 0.113 1.6 Pipe: 9 0.0 0.0 4.00 150 1.2 6 112.0 23.6 26.3 8 1.000 E: 7.0 7.00 -0.0 7 112.0 22.4 26.3 1.101 11.00 0.113 1.2 Pipe: 10 0.0 0.0 10.00 150 6.3 7 112.0 22.4 26.3 9 1.000 E: 7.0 7.00 4.3 8 122.0 16.1 26.3 1.101 17.00 0.113 1.9 Pipe: 11 0.0 0.0 15.00 150 2.5 8 122.0 16.1 26.3 10 1.000 E: 7.0 7.00 -0.0 9 122.0 13.6 26.3 1.101 22.00 0.113 2.5 Pipe: 12 0.0 0.0 10.00 150 1.8 9 122.0 13.6 26.3 11 1.000 T: 6.0 6.00 -0.0 10 122.0 11.8 26.3 1.101 16.00 0.113 1.8 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/11/20222 JOBS\JIM SNELLENBURGER\GODBUR LOT 20\GODBUR RES CALC.SDF JOB TITLE: GODBUR 2 HEAD CALC Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node E1 (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 0.0 13.0 101 31.00 150 4.2 10 122.0 11.8 13.3 100 1.000 T: 6.0 6.00 -0.0 11 122.0 7.7 26.3 1.101 37.00 0.113 4.2 Pipe: 14 4.90 13.3 Disch 1.00 150 0.3 11 122.0 7.7 0.0 1.000 E: 7.0 7.00 -0.0 100 122.0 7.4 13.3 1.101 8.00 0.032 0.3 Pipe: 15 4.90 13.0 Disch 13.00 150 0.6 11 122.0 7.7 0.0 1.000 E: 7.0 7.00 -0.0 101 122.0 7.0 13.0 1.101 20.00 0.031 0.6 Pipe: 16 0.0 0.0 8.00 150 0.0 6 112.0 23.6 0.0 1.000 E: 7.0 7.00 -0.0 12 112.0 23.6 0.0 1.101 15.00 0.000 0.0 Pipe: 17 0.0 0.0 20.00 150 -0.0 12 112.0 23.6 0.0 1.000 T: 6.0 6.00 -0.0 13 112.0 23.6 0.0 1.101 26.00 0.000 0.0 Pipe: 18 0.0 0.0 24.00 150 -0.0 13A 112.0 23.6 0.0 1.000 T: 6.0 6.00 -0.0 13 112.0 23.6 0.0 1.101 30.00 0.000 0.0 Pipe: 19 0.0 0.0 8.00 150 -0.0 13A 112.0 23.6 0.0 1.000 E: 7.0 7.00 -0.0 200 112.0 23.6 0.0 1.101 15.00 0.000 0.0 Pipe: 20 0.0 0.0 10.00 150 0.0 13A 112.0 23.6 0.0 1.000 2E:14.0 14.00 -0.0 13B 112.0 23.6 0.0 1.101 24.00 0.000 0.0 Pipe: 21 0.0 0.0 5.00 150 -1.3 14 115.0 22.3 0.0 1.000 T: 6.0 6.00 -1.3 13B 112.0 23.6 0.0 1.101 11.00 0.000 0.0 Pipe: 22 0.0 0.0 26.00 150 -0.0 15 115.0 22.3 0.0 1.000 2E:14.0 14.00 -0.0 14 115.0 22.3 0.0 1.101 40.00 0.000 0.0 Pipe: 23 0.0 0.0 20.00 150 -1.3 15 115.0 22.3 0.0 1.000 T: 6.0 6.00 -1.3 16 112.0 23.6 0.0 1.101 26.00 0.000 0.0 Pipe: 24 0.0 0.0 45.00 150 -0.0 17 112.0 23.6 0.0 1.000 T: 6.0 6.00 -0.0 16 112.0 23.6 0.0 1.101 51.00 0.000 0.0 Pipe: 25 0.0 0.0 20.00 150 -0.0 18 112.0 23.6 0.0 1.000 T: 6.0 6.00 -0.0 17 112.0 23.6 0.0 1.101 26.00 0.000 0.0 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/11/20222 JOBS\JIM SNELLENBURGER\GODBUR LOT 20\GODBUR RES CALC.SDF JOB TITLE: GODBUR 2 HEAD CALC Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node E1 (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 26 0.0 0.0 8.00 150 -0.0 19 112.0 23.6 0.0 1.000 E: 7.0 7.00 -0.0 18 112.0 23.6 0.0 1.101 15.00 0.000 0.0 Pipe: 27 0.0 0.0 27.00 150 -0.0 13 112.0 23.6 0.0 1.000 T: 6.0 6.00 -0.0 19 112.0 23.6 0.0 1.101 33.00 0.000 0.0 NOTES (HASS): (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2020) under license no. 64621467 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 0.003 gpm and a maximum imbalance at any node of 0.086 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.2 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 SOURCE under full flow conditions is 62.09 psi with a flow of 40.65 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVly Gate 1.101 1.40 7.00 6.00 1.70 1.00 8.00 0.40 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/11/20222 JOBS\JIM SNELLENBURGER\GODBUR LOT 20\GODBUR RES CALC.SDF JOB TITLE: GODBUR 2 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 A1mChk DPVly NPTee F F45Ell 1.025 1.79 4.47 1.79 4.47 5.36 0.89 8.93 1.79 4.47 0.89 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.50 0 HYDRAULIC CALCULATIONS FOR GODBUR RESIDENCE 53374 VIA DONA (THE HIDEAWAY) LA QUINTA, CA 1 HEAD CALC 20 X 20 90% OF AVAILABLE WATER SUPPLY (69-10%)= 62.1 DRAWING NUMBER: 7591 DATE: APR 11, 2022 -DESIGN DATA - REMOTE AREA NUMBER: 1 REMOTE AREA LOCATION: WORST CASE 2 HEAD CALC OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 500 sq. ft. COVERAGE PER SPRINKLER: 256 sq. ft. TYPE OF SPRINKLERS CALCULATED: TYCO LF II NUMBER OF SPRINKLERS CALCULATED: 1 HOSE -STREAM DEMAND: 5 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 30.0 gpm FLOW AND PRESSURE (AT BASE OF RISER): gpm @ psi TYPE OF SYSTEM: WET WATER SUPPLY Source: CITY MAIN Test Date: 1/27/22 Test By: CVWD Location:53374 VIA DONA Static: 62 psi Residual: 20 psi Flow: 3000.0 gpm Source Elevation Relative to Finished Flow Level: ft. AUTHORITY HAVING JURISDICTION:LA QUINTA FIRE (RIVERSIDE COUNTY) NOTES:ALL RUN TEES ADDED IN EQUIVELANT FEET OF PIPE. Calculations performed by HASS under license # 64621467 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/11/20222 JOBS\JIM SNELLENBURGER\GODBUR LOT 20\GODBUR RES CALC.SDF JOB TITLE: GODBUR 2 HEAD CALC WATER SUPPLY ANALYSIS Static: 62.10 psi Resid: 20.00 psi Flow: 3000.0 gpm :I I 70.0 60.0 G A U 50.0 G 2 E 40.0 P 30.0 R E 20.0 S S U 10.0 R E 0.0 LEGEND 1 Available pressure 62.09 psi @ 30.0 gpm 2 i Required pressure 46.01 psi @ 30.0 gpm Avail. OnSite Demand Press. 62.09 psi @ 25.0 gpm i Req. OnSite Demand Press. 46.01 psi @ 25.0 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source s 600900 1200 1500 1800 2100 2400 2700 3000 i FLOW (GPM) )_tote: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/11/20222 JOBS\JIM SNELLENBURGER\GODBUR LOT 20\GODBUR RES CALC.SDF JOB TITLE: GODBUR 2 HEAD CALC NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 62.1 20.0 3000.0 62.1 30.0 46.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 30.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 5.0 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 NOTES (FT) (PSI) (GPM) M1 101.0 - - - - 42.6 - - - NOTES M2 101.0 - - - - 30.6 - - - NOTES UGA 101.0 - - - - 30.2 - - - NOTES DOM 102.0 HOSE STREAM 29.6 5.0 NOTES BOR 102.0 - - - - 29.2 - - - NOTES TOR 112.0 - - - - 23.2 - - - NOTES 5 112.0 - - - - 22.6 - - - NOTES 6 112.0 - - - - 21.7 - - - NOTES 7 112.0 - - - - 21.7 - - - NOTES 8 122.0 - - - - 17.3 - - - NOTES 9 122.0 - - - - 17.3 - - - NOTES 10 122.0 - - - - 17.3 - - - NOTES 11 122.0 - - - - 17.3 - - - NOTES 12 112.0 - - - - 20.6 - - - NOTES 13 112.0 - - - - 18.9 - - - 13A 112.0 - - - - 17.7 - - - 13B 112.0 - - - - 17.8 - - - 14 115.0 - - - - 16.6 - - - 15 115.0 - - - - 16.8 - - - 16 112.0 - - - - 18.2 - - - 17 112.0 - - - - 18.5 - - - 18 112.0 - - - - 18.6 - - - 19 112.0 - - - - 18.7 - - - 100 122.0 - - - - 17.3 - - - 101 122.0 - - - - 17.3 - - - 200 112.0 K= 4.90 16.7 20.0 SOURCE 100.0 SOURCE 46.0 25.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/11/20222 JOBS\JIM SNELLENBURGER\GODBUR LOT 20\GODBUR RES CALC.SDF JOB TITLE: GODBUR 2 HEAD CALC NFPA PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node E1 (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 15.00 150 3.4 SOURCE 100.0 46.0 25.0 M2 1.000 2E: 5.4 5.40 0.4 M1 101.0 42.6 25.0 1.025 20.40 0.146 3.0 Pipe: 2 0.0 Fixed Pressure Loss Device M1 101.0 42.6 25.0 UGA 12.0 psi, 25.0 gpm M2 101.0 30.6 25.0 Pipe: 3 0.0 0.0 65.00 150 0.4 M2 101.0 30.6 25.0 DOM 2.000 2E:15.1 15.11 -0.0 UGA 101.0 30.2 25.0 2.067 80.11 0.005 0.4 Pipe: 4 H.S. 5.0 Disch 5.00 150 0.6 UGA 101.0 30.2 20.0 BOR 2.000 E: 7.6 22.67 0.4 DOM 102.0 29.6 25.0 2.067 T:15.1 27.67 0.005 0.1 Pipe: 5 0.0 0.0 2.00 150 0.5 DOM 102.0 29.6 20.0 TOR 1.000 E: 2.7 2.70 -0.0 BOR 102.0 29.2 20.0 1.025 4.70 0.096 0.5 Pipe: 6 0.0 0.0 10.00 150 6.0 BOR 102.0 29.2 20.0 5 1.000 E: 7.0 15.00 4.3 TOR 112.0 23.2 20.0 1.101 C: 8.0 25.00 0.068 1.7 Pipe: 7 0.0 0.0 1.00 150 0.5 TOR 112.0 23.2 20.0 6 1.000 E: 7.0 7.00 -0.0 5 112.0 22.6 20.0 1.101 8.00 0.068 0.5 Pipe: 8 0.0 0.0 8.00 150 1.0 5 112.0 22.6 20.0 12 1.000 T: 6.0 6.00 -0.0 6 112.0 21.7 20.0 1.101 14.00 0.068 1.0 Pipe: 9 0.0 0.0 4.00 150 0.0 7 112.0 21.7 0.0 1.000 E: 7.0 7.00 -0.0 6 112.0 21.7 0.0 1.101 11.00 0.000 0.0 Pipe: 10 0.0 0.0 10.00 150 -4.3 8 122.0 17.3 0.0 1.000 E: 7.0 7.00 -4.3 7 112.0 21.7 0.0 1.101 17.00 0.000 0.0 Pipe: 11 0.0 0.0 15.00 150 0.0 9 122.0 17.3 0.0 1.000 E: 7.0 7.00 -0.0 8 122.0 17.3 0.0 1.101 22.00 0.000 0.0 Pipe: 12 0.0 0.0 10.00 150 0.0 10 122.0 17.3 0.0 1.000 T: 6.0 6.00 -0.0 9 122.0 17.3 0.0 1.101 16.00 0.000 0.0 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/11/20222 JOBS\JIM SNELLENBURGER\GODBUR LOT 20\GODBUR RES CALC.SDF JOB TITLE: GODBUR 2 HEAD CALC Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node E1 (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 0.0 0.0 31.00 150 0.0 11 122.0 17.3 0.0 1.000 T: 6.0 6.00 -0.0 10 122.0 17.3 0.0 1.101 37.00 0.000 0.0 Pipe: 14 0.0 0.0 1.00 150 0.0 11 122.0 17.3 0.0 1.000 E: 7.0 7.00 -0.0 100 122.0 17.3 0.0 1.101 8.00 0.000 0.0 Pipe: 15 0.0 0.0 13.00 150 -0.0 101 122.0 17.3 0.0 1.000 E: 7.0 7.00 -0.0 11 122.0 17.3 0.0 1.101 20.00 0.000 0.0 Pipe: 16 0.0 0.0 8.00 150 1.0 6 112.0 21.7 20.0 13 1.000 E: 7.0 7.00 -0.0 12 112.0 20.6 20.0 1.101 15.00 0.068 1.0 Pipe: 17 0.0 5.0 19 20.00 150 1.8 12 112.0 20.6 15.0 13A 1.000 T: 6.0 6.00 -0.0 13 112.0 18.9 20.0 1.101 26.00 0.068 1.8 Pipe: 18 0.0 20.0 200 24.00 150 1.2 13 112.0 18.9 -5.0 13B 1.000 T: 6.0 6.00 -0.0 13A 112.0 17.7 15.0 1.101 30.00 0.040 1.2 Pipe: 19 4.90 20.0 Disch 8.00 150 1.0 13A 112.0 17.7 0.0 1.000 E: 7.0 7.00 -0.0 200 112.0 16.7 20.0 1.101 15.00 0.068 1.0 Pipe: 20 0.0 20.0 200 10.00 150 0.1 13B 112.0 17.8 -15.0 13 1.000 2E:14.0 14.00 -0.0 13A 112.0 17.7 5.0 1.101 24.00 0.005 0.1 Pipe: 21 0.0 0.0 5.00 150 -1.2 14 115.0 16.6 5.0 13A 1.000 T: 6.0 6.00 -1.3 13B 112.0 17.8 5.0 1.101 11.00 0.005 0.1 Pipe: 22 0.0 0.0 26.00 150 0.2 15 115.0 16.8 5.0 13B 1.000 2E:14.0 14.00 -0.0 14 115.0 16.6 5.0 1.101 40.00 0.005 0.2 Pipe: 23 0.0 0.0 20.00 150 1.4 16 112.0 18.2 5.0 14 1.000 T: 6.0 6.00 1.3 15 115.0 16.8 5.0 1.101 26.00 0.005 0.1 Pipe: 24 0.0 0.0 45.00 150 0.3 17 112.0 18.5 5.0 15 1.000 T: 6.0 6.00 -0.0 16 112.0 18.2 5.0 1.101 51.00 0.005 0.3 Pipe: 25 0.0 0.0 20.00 150 0.1 18 112.0 18.6 5.0 16 1.000 T: 6.0 6.00 -0.0 17 112.0 18.5 5.0 1.101 26.00 0.005 0.1 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/11/20222 JOBS\JIM SNELLENBURGER\GODBUR LOT 20\GODBUR RES CALC.SDF JOB TITLE: GODBUR 2 HEAD CALC Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node E1 (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 26 0.0 0.0 8.00 150 0.1 19 112.0 18.7 5.0 17 1.000 E: 7.0 7.00 -0.0 18 112.0 18.6 5.0 1.101 15.00 0.005 0.1 Pipe: 27 0.0 0.0 27.00 150 0.2 13 112.0 18.9 5.0 18 1.000 T: 6.0 6.00 -0.0 19 112.0 18.7 5.0 1.101 33.00 0.005 0.2 NOTES (HASS): (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2020) under license no. 64621467 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 0.006 gpm and a maximum imbalance at any node of 0.145 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.7 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 SOURCE under full flow conditions is 62.09 psi with a flow of 35.27 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVly Gate 1.101 1.40 7.00 6.00 1.70 1.00 8.00 0.40 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/11/20222 JOBS\JIM SNELLENBURGER\GODBUR LOT 20\GODBUR RES CALC.SDF JOB TITLE: GODBUR 2 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 A1mChk DPVly NPTee F F45Ell 1.025 1.79 4.47 1.79 4.47 5.36 0.89 8.93 1.79 4.47 0.89 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.50 LA Nicholas Domnick Fire Protection 16224 Space Drive Moreno Valley, CA 92551 Phone: (951) 807-1347 www.ndfireprotection.com License #C-16 682276 La Quinta Fire Dear Sir or Madam: I would like to request an extension to the permit for the residence located at 53374 Via Dona. Permit number FSS 2022-0067 due to project delays. Nicholas J. Domnick, owner NDFP 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 May 9, 2022 Nicholas Domnick Fire Protection 16224 Space Drive Moreno Valley, CA 92551 Re: Residential Fire Sprinkler Plan Review — GODBER RESIDENCE FSS2022-0067 / 53374 VIA DONA, LA QUINTA, CA 92253 The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions. 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 i6RIVERSIDE COUNTY FIRE PROTECTION PLANNING RECORD OF INSPECTIONS / PERMIT CARD al�Cv ,uGKCv THIS CARD IS TO REMAIN ON SITE AT ALL TIMES.—CALIFORNIA! INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE. JOB ADDRESS: 53374 VIA DONA PERMIT#: FSS2022-0067 AT ED: 05/09/2022 DESCRIPTION: GODBER RESIDENCE CONTRACTOR: NICK DOMNICK 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 IF Deluge/pre-action SPRINKLER U.G. Final IF Thrust block pre -pour UST/AST TANK UG rough piping Installation UG hydro Removal Flush Emergency shut off Final IF Primary piping FIRE SPRINKLER Secondary piping Weld inspection Dispensers & shear valves Overhead rough piping Final IF 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. 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131