The URL can be used to link to this page

FSS2021-0293ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT J C FIRE PROTECTION 81705 DE ORO AVENUE INDIO CA 92201 (760)625-5908 JCFIREPROTECTION@V ERIZON.NET CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE JOSE DELGADO 4/10/2023 CONTRACTOR REQUESTED FINAL INSPECTION. PERMIT EXPIRED AS OF 1/24/23 (6 MOS FROM DATE OF LAST APPROVED INSPECTION). ADDED EXTENSION FEE OF $88 AND EXTENDED PERMIT TO 4/13/23 SO CONTRACTOR CAN PAY FEE VIA ETRAKIT. WILL ALSO REQUIRE AN EXTENSION REQUEST LETTER FROM CONTRACTOR. OK TO EXTEND PER KOHL. CONDITIONS Description: NEW RESIDENTIAL FIRE SPRINKLER SYSTEM WITH 96 HEADS Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: ISSUED Applied: 12/27/2021 ECON Parcel No: 770380002 Site Address: 53990 DEL GATO DR LA QUINTA,CA 92253 Approved: 2/8/2022 KHET Subdivision: TR 28470-3 Block: Lot: 2 Issued: 2/9/2022 AMA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $10,000.00 Occupancy Type: Construction Type: Expired: 4/12/2023 JOD No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: Printed: Thursday, April 27, 2023 10:49:14 AM 1 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0293 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL CONTRACTOR J C FIRE PROTECTION 81705 DE ORO AVENUE INDIO CA 92201 (760)625-5908 JCFIREPROTECTION@V ERIZON.NET OWNER PARKER JEFFREY I REVOCABLE LIVING TRUST 1800 BLANKENSHIP RD #325 WEST LINN OR 97068 (760)625-5908 jeff@parkerdev.com INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE PERMIT EXTENSION (ADMIN PROCESSING) 101-0000-42420 0 $88.00 $0.00 FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $250.00 $250.00 2/9/22 WEB10665 635295852 30 CREDIT 996335 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $250.00 $250.00 2/9/22 WEB10665 635295852 30 CREDIT 996335 ECON Total Paid for FIRE FEES: $588.00 $500.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 2/9/22 WEB10665 635295852 30 CREDIT 996335 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 2/9/22 WEB10665 635295852 30 CREDIT 996335 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$604.00 $516.00 Printed: Thursday, April 27, 2023 10:49:14 AM 2 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0293 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 12/27/2021 Etrakit Contractor 1ST SUBMITTAL PLAN Parker Residence Fire Sprinklers .pdf 1 DOC 12/27/2021 Etrakit Contractor 1ST SUBMITTAL CVWD Scanned from a Xerox Multifunction Printer (41).pdf 1 DOC 12/27/2021 Etrakit Contractor 1ST SUBMITTAL APPLICATION FIRE APPLICATION SEPTEMBER 2019 FEE UPDATE REVISED 3 .pdf 1 DOC 12/27/2021 Etrakit Contractor 1ST SUBMITTAL HYDRAULIC 1 AREA 1 1HD.PDF 1 DOC 12/27/2021 Etrakit Contractor 1ST SUBMITTAL HYDRAULIC 2 AREA 2 2HD.PDF 1 DOC 12/27/2021 Etrakit Contractor 1ST SUBMITTAL HYDRAULIC 3 AREA 3 2HD.PDF 1 BOND INFORMATION OVERHEAD ROUGH PIPING KHET 7/28/2022 7/28/2022 APPROVED OVERHEAD HYRO KHET 7/28/2022 7/28/2022 APPROVED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST FIRE - ETRAKIT (2 WK) KOHL HETRICK 12/27/2021 1/12/2022 1/26/2022 REVISIONS REQUIRED SEE ATTACHMENTS 1ST PERMIT TECH – ETRAKIT (1 DAY) PERMIT TECH BUCKET 12/27/2021 12/28/2021 12/28/2021 COMPLETE 2ND FIRE (1 WK)KOHL HETRICK 2/1/2022 2/8/2022 2/8/2022 APPROVED SEE ATTACHMENTS PARENT PROJECTS Printed: Thursday, April 27, 2023 10:49:14 AM 3 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0293 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 12/27/2021 Etrakit Contractor 1ST SUBMITTAL HYDRAULIC 4 AREA 4 1HD.PDF 1 DOC 12/27/2021 Etrakit Contractor 1ST SUBMITTAL HYDRAULIC 5 AREA 5 2HD.PDF 1 DOC 12/27/2021 Etrakit Contractor 1ST SUBMITTAL CPVC blazemaster.pdf 1 DOC 12/27/2021 Etrakit Contractor 1ST SUBMITTAL VK468 1ST SUBMITTAL VK 468 .pdf 1 DOC 12/27/2021 Etrakit Contractor 1ST SUBMITTAL VK494 VK 494 Flat Concealed 4.9 K.pdf 1 DOC 12/27/2021 Etrakit Contractor 1ST SUBMITTAL STAND OFF HANGER fig28 copy.pdf 1 DOC 12/27/2021 Etrakit Contractor 1ST SUBMITTAL DOUBLE OFFSET pc-cpvc-double-offset copy 2.pdf 1 DOC 12/27/2021 Etrakit Contractor 1ST SUBMITTAL CHECK VALVE spears cpvc check valve page.28 copy.pdf 1 DOC 2/1/2022 Etrakit Contractor Updated plan b Parker Residence Fire Sprinklers.pdf 1 DOC 2/1/2022 Etrakit Contractor Response [RESPONSE] FSS2021- 0293 - 1ST REVIEW - FIRE CORRECTIONS LETTER.pdf 1 DOC 2/1/2022 Etrakit Contractor b AREA 1 1HD.pdf 1 DOC 2/1/2022 Etrakit Contractor b AREA 2 3HD.pdf 1 DOC 2/1/2022 Etrakit Contractor b AREA 3 3HD.pdf 1 DOC 2/1/2022 Etrakit Contractor b AREA 4 1HD.pdf 1 DOC 2/1/2022 Etrakit Contractor b AREA 5 2HD.pdf 1 Printed: Thursday, April 27, 2023 10:49:14 AM 4 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0293 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/26/2022 KOHL HETRICK FSS2021-0293 - 1ST REVIEW - FIRE CORRECTIONS LETTER.pdf FSS2021-0293 - 1ST REVIEW - FIRE CORRECTIONS LETTER.pdf 1 DOC 1/26/2022 KOHL HETRICK FSS2021-0293 - 1ST REVIEW - FIRE PLAN CORRECTIONS.pdf FSS2021-0293 - 1ST REVIEW - FIRE PLAN CORRECTIONS.pdf 1 DOC 2/8/2022 KOHL HETRICK FSS2021-0293 - APPROVED PLANS AND CALCULATIONS.pdf FSS2021-0293 - APPROVED PLANS AND CALCULATIONS.pdf 1 DOC 2/8/2022 KOHL HETRICK FSS2021-0293 - COA AND JOB CARD.pdf FSS2021-0293 - COA AND JOB CARD.pdf 1 Printed: Thursday, April 27, 2023 10:49:14 AM 5 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0293 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 1 1HD.SDFJOB TITLE: b AREA 1 1HD (20x20)(20 GPM) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) M (N/A) 66.6 (N/A) 66.6 25.0 38.2 Available pressure is 28.4 psi (43%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 5.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) P1 9.0 K= 4.90 16.7 20.0P2 17.8 - - - - 17.5 - - -P3 17.8 - - - - 17.5 - - -P4 12.0 - - - - 23.0 - - -P5 12.0 - - - - 23.0 - - -P6 12.0 - - - - 22.3 - - -P7 12.0 - - - - 22.3 - - -P8 11.0 - - - - 22.7 - - -P9 17.8 - - - - 17.5 - - -P10 12.0 - - - - 22.8 - - -1 10.5 - - - - 16.6 - - -2 18.3 - - - - 17.3 - - -3 18.3 - - - - 17.3 - - -4 12.5 - - - - 22.8 - - -5 12.5 - - - - 22.8 - - -6 12.5 - - - - 22.1 - - -7 12.5 - - - - 22.1 - - -8 11.5 - - - - 22.5 - - -9 18.3 - - - - 17.3 - - -10 12.5 - - - - 22.6 - - -A 13.5 - - - - 18.6 - - -B 18.3 - - - - 17.2 - - -C 18.3 - - - - 17.3 - - -D 18.3 - - - - 17.4 - - -E 10.5 - - - - 22.8 - - -E1 12.5 - - - - 22.8 - - -E1A 12.5 - - - - 22.6 - - -E2 10.5 - - - - 25.5 - - -F 10.5 - - - - 26.1 - - -G 14.0 - - - - 21.4 - - -G1 12.5 - - - - 22.1 - - -G2 12.5 - - - - 22.1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 1 1HD.SDFJOB TITLE: b AREA 1 1HD (20x20)(20 GPM) NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) G3 12.5 - - - - 22.1 - - -TOR 10.5 - - - - 26.5 - - -FS1 4.0 - - - - 29.5 - - -FS2 4.0 - - - - 32.5 - - -BOR 0.5 - - - - 34.5 - - -DOM 0.5 HOSE STREAM 34.9 5.0UG -3.0 - - - - 36.5 - - -M -3.0 SOURCE 38.2 25.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 1 1HD.SDFJOB TITLE: b AREA 1 1HD (20x20)(20 GPM) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -20.0 1.101 PL 1.50 PF 0.6P1 9.0 4.9 16.7 20.0 6.7 150 FTG E PE -0.61 10.5 0.0 16.6 0.0 0.068 TL 8.50 PV Pipe: 2 0.0 1.101 PL 0.50 PF 0.0P2 17.8 0.0 17.5 0.0 0.0 150 FTG E PE -0.22 18.3 0.0 17.3 0.0 0.000 TL 7.50 PV Pipe: 3 0.0 1.101 PL 0.50 PF 0.0P3 17.8 0.0 17.5 0.0 0.0 150 FTG T PE -0.23 18.3 0.0 17.3 0.0 0.000 TL 6.50 PV Pipe: 4 0.0 1.101 PL 0.50 PF 0.0P4 12.0 0.0 23.0 0.0 0.0 150 FTG E PE -0.24 12.5 0.0 22.8 0.0 0.000 TL 7.50 PV Pipe: 5 0.0 1.101 PL 0.50 PF 0.0P5 12.0 0.0 23.0 0.0 0.0 150 FTG T PE -0.25 12.5 0.0 22.8 0.0 0.000 TL 6.50 PV Pipe: 6 0.0 1.101 PL 0.50 PF 0.0P6 12.0 0.0 22.3 0.0 0.0 150 FTG E PE -0.26 12.5 0.0 22.1 0.0 0.000 TL 7.50 PV Pipe: 7 0.0 1.101 PL 0.50 PF 0.0P7 12.0 0.0 22.3 0.0 0.0 150 FTG T PE -0.27 12.5 0.0 22.1 0.0 0.000 TL 6.50 PV Pipe: 8 0.0 1.101 PL 0.50 PF 0.0P8 11.0 0.0 22.7 0.0 0.0 150 FTG T PE -0.28 11.5 0.0 22.5 0.0 0.000 TL 6.50 PV Pipe: 8A 0.0 1.101 PL 0.50 PF 0.0P9 17.8 0.0 17.5 0.0 0.0 150 FTG T PE -0.29 18.3 0.0 17.3 0.0 0.000 TL 6.50 PV Pipe: 8B 0.0 1.101 PL 0.50 PF 0.0P10 12.0 0.0 22.8 0.0 0.0 150 FTG E PE -0.210 12.5 0.0 22.6 0.0 0.000 TL 7.50 PV Pipe: 9 -20.0 1.101 PL 20.50 PF 3.31 10.5 0.0 16.6 0.0 6.7 150 FTG 3ETR PE -1.3A 13.5 0.0 18.6 0.0 0.068 TL 49.20 PV Pipe: 10 0.0 1.101 PL 6.25 PF 0.02 18.3 0.0 17.3 0.0 0.0 150 FTG R PE 0.03 18.3 0.0 17.3 0.0 0.000 TL 7.95 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 1 1HD.SDFJOB TITLE: b AREA 1 1HD (20x20)(20 GPM) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 11 0.0 1.101 PL 5.75 PF 0.03 18.3 0.0 17.3 0.0 0.0 150 FTG R PE 0.0C 18.3 0.0 17.3 0.0 0.000 TL 7.45 PV Pipe: 12 0.0 1.101 PL 5.50 PF 0.04 12.5 0.0 22.8 0.0 0.0 150 FTG R PE 0.0E1 12.5 0.0 22.8 0.0 0.000 TL 7.20 PV Pipe: 13 0.0 1.101 PL 4.00 PF 0.010 12.5 0.0 22.6 0.0 0.0 150 FTG T PE 0.0E1A 12.5 0.0 22.6 0.0 0.000 TL 10.00 PV Pipe: 14 0.0 1.101 PL 8.75 PF 0.06 12.5 0.0 22.1 0.0 0.0 150 FTG T PE 0.0G2 12.5 0.0 22.1 0.0 0.000 TL 14.75 PV Pipe: 15 0.0 1.101 PL 10.75 PF 0.07 12.5 0.0 22.1 0.0 0.0 150 FTG ET PE 0.0G1 12.5 0.0 22.1 0.0 0.000 TL 23.75 PV Pipe: 16 0.0 1.101 PL 9.75 PF 0.0G1 12.5 0.0 22.1 0.0 0.0 150 FTG 2ER PE 0.48 11.5 0.0 22.5 0.0 0.000 TL 25.45 PV Pipe: 17 0.0 1.101 PL 33.75 PF 0.08 11.5 0.0 22.5 0.0 0.0 150 FTG 2E2T5R PE -0.4G3 12.5 0.0 22.1 0.0 0.000 TL 68.25 PV Pipe: 18 0.0 1.101 PL 22.00 PF 0.0G1 12.5 0.0 22.1 0.0 0.0 150 FTG 3R PE 0.0G2 12.5 0.0 22.1 0.0 0.000 TL 27.10 PV Pipe: 19 0.0 1.101 PL 19.50 PF 0.0G2 12.5 0.0 22.1 0.0 0.0 150 FTG E2R PE 0.0G3 12.5 0.0 22.1 0.0 0.000 TL 29.90 PV Pipe: 20 0.0 1.101 PL 35.25 PF 0.0G3 12.5 0.0 22.1 0.0 0.0 150 FTG 4ET PE -0.6G 14.0 0.0 21.4 0.0 0.000 TL 69.25 PV Pipe: 21 -8.8 1.101 PL 16.50 PF 0.6A 13.5 0.0 18.6 0.0 3.0 150 FTG 3ER PE -2.1B 18.3 0.0 17.2 0.0 0.015 TL 39.20 PV Pipe: 22 -4.3 1.101 PL 16.00 PF 0.1B 18.3 0.0 17.2 0.0 1.5 150 FTG 2ET PE 0.0C 18.3 0.0 17.3 0.0 0.004 TL 36.00 PV Pipe: 22A -4.3 1.101 PL 0.50 PF 0.0C 18.3 0.0 17.3 0.0 1.5 150 FTG R PE 0.09 18.3 0.0 17.3 0.0 0.004 TL 2.20 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 1 1HD.SDFJOB TITLE: b AREA 1 1HD (20x20)(20 GPM) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 23 -4.3 1.101 PL 22.50 PF 0.19 18.3 0.0 17.3 0.0 1.5 150 FTG T3R PE 0.0D 18.3 0.0 17.4 0.0 0.004 TL 33.60 PV Pipe: 24 -4.4 1.101 PL 40.00 PF 0.3B 18.3 0.0 17.2 0.0 1.5 150 FTG 2ET5R PE 0.0D 18.3 0.0 17.4 0.0 0.004 TL 68.50 PV Pipe: 25 -8.8 1.101 PL 76.25 PF 2.0D 18.3 0.0 17.4 0.0 3.0 150 FTG 5E2T7R PE 3.4E 10.5 0.0 22.8 0.0 0.015 TL 135.15 PV Pipe: 26 -8.8 1.101 PL 23.00 PF 0.7E 10.5 0.0 22.8 0.0 3.0 150 FTG 2E5R PE -0.9E1A 12.5 0.0 22.6 0.0 0.015 TL 45.50 PV Pipe: 27 -8.8 1.101 PL 5.25 PF 0.2E1A 12.5 0.0 22.6 0.0 3.0 150 FTG T PE 0.0E1 12.5 0.0 22.8 0.0 0.015 TL 11.25 PV Pipe: 26A -8.8 1.101 PL 2.50 PF 0.1E1 12.5 0.0 22.8 0.0 3.0 150 FTG R PE 0.05 12.5 0.0 22.8 0.0 0.015 TL 4.20 PV Pipe: 26B -8.8 1.101 PL 87.25 PF 1.85 12.5 0.0 22.8 0.0 3.0 150 FTG 2ET9R PE 0.9E2 10.5 0.0 25.5 0.0 0.015 TL 122.55 PV Pipe: 26C -8.8 1.101 PL 30.75 PF 0.6E2 10.5 0.0 25.5 0.0 3.0 150 FTG T2R PE 0.0F 10.5 0.0 26.1 0.0 0.015 TL 40.15 PV Pipe: 26D -11.2 1.101 PL 75.50 PF 3.0A 13.5 0.0 18.6 0.0 3.8 150 FTG 4E3T4R PE -0.2G 14.0 0.0 21.4 0.0 0.023 TL 128.30 PV Pipe: 28 -11.2 1.101 PL 88.50 PF 3.2G 14.0 0.0 21.4 0.0 3.8 150 FTG 2E4T5R PE 1.5F 10.5 0.0 26.1 0.0 0.023 TL 135.00 PV Pipe: 50 -20.0 1.394 PL 6.25 PF 0.4F 10.5 0.0 26.1 0.0 4.2 150 FTG ER PE 0.0TOR 10.5 0.0 26.5 0.0 0.022 TL 16.55 PV Pipe: 51 -20.0 1.394 PL 6.50 PF 0.2TOR 10.5 0.0 26.5 0.0 4.2 150 FTG R PE 2.8FS1 4.0 0.0 29.5 0.0 0.022 TL 8.80 PV Pipe: 52 FIXED PRESSURE LOSS DEVICEFS2 4.0 0.0 32.5 0.0 3.0 psi, 20.0 gpmFS1 4.0 0.0 29.5 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 1 1HD.SDFJOB TITLE: b AREA 1 1HD (20x20)(20 GPM) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 53 -20.0 1.394 PL 3.50 PF 0.5FS2 4.0 0.0 32.5 0.0 4.2 150 FTG EC PE 1.5BOR 0.5 0.0 34.5 0.0 0.022 TL 22.50 PV Pipe: 54 -20.0 1.291 PL 2.00 PF 0.5BOR 0.5 0.0 34.5 0.0 4.9 150 FTG 2ET PE 0.0DOM 0.5 H.S. 34.9 5.0 0.031 TL 15.00 PV Pipe: 55 -25.0 2.009 PL 3.50 PF 0.1DOM 0.5 H.S. 34.9 5.0 2.5 150 FTG EG PE 1.5UG -3.0 0.0 36.5 0.0 0.005 TL 11.50 PV Pipe: 56 -25.0 2.003 PL 254.00 PF 1.7UG -3.0 0.0 36.5 0.0 2.5 150 FTG 4E PE 0.0M -3.0 SRCE 38.2 (N/A) 0.006 TL 298.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2020) under license no. 64622225 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 0.005 gpm and a maximum imbalance at any node of 0.175 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 6.7 ft/sec at pipe 9. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 1 1HD.SDFJOB TITLE: b AREA 1 1HD (20x20)(20 GPM) PAGE: F MATERIAL: CPVC HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 7.00 6.00 1.70 1.00 8.00 0.40 1.394 1.80 8.00 7.30 2.30 1.00 11.00 0.80 2.003 2.60 11.00 12.00 4.00 1.00 17.00 1.50 PAGE: M MATERIAL: CT-M HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee 1.291 3.00 7.00 1.00 2.00 0.50 8.00 0.00 7.00 2.009 7.00 13.00 3.00 5.00 0.50 14.00 1.00 13.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 1 1HD.SDFJOB TITLE: b AREA 1 1HD (20x20)(20 GPM) WATER SUPPLY ANALYSIS Fixed Source Pressure: 66.60 psi -14.7 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 20 30 40 50 60 70 80 90 100 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results G A U G E P R E S S U R E ( p s i ) A 1 2 B LEGEND 1 Available pressure 66.60 psi @ 25.0 gpm 2 Required pressure 38.18 psi @ 25.0 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 1 1HD.SDFJOB TITLE: b AREA 1 1HD (20x20)(20 GPM) WATER SUPPLY CURVE 72+ | | | 660\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ | | | 60+ | | | 54+ | | | P 48+ R | E | S | S 42+ U | R | E X 36+ ( | P | S | I 30+ ) | | | 24+ | | | 18+ | | |============================== 12+ LEGEND " | " | X = Required Water Supply " | 38.18 psi @ 25.0 gpm " 6+ " | 0 = Available Water Supply " | 66.60 psi @ 25.0 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 2 3HD.SDFJOB TITLE: b AREA 2 3HD (16x16)(13 GPM) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) M (N/A) 66.6 (N/A) 66.6 45.2 56.0 Available pressure is 10.6 psi (16%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 45.2 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 5.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 40.2 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) P1 9.0 - - - - 17.5 - - -P2 17.8 K= 4.90 7.0 13.0P3 17.8 K= 4.90 7.3 13.2P4 12.0 - - - - 25.3 - - -P5 12.0 - - - - 25.6 - - -P6 12.0 - - - - 25.8 - - -P7 12.0 - - - - 25.8 - - -P8 11.0 - - - - 26.2 - - -P9 17.8 K= 4.90 8.1 14.0P10 12.0 - - - - 24.6 - - -1 10.5 - - - - 16.8 - - -2 18.3 - - - - 7.1 - - -3 18.3 - - - - 7.3 - - -4 12.5 - - - - 25.1 - - -5 12.5 - - - - 25.4 - - -6 12.5 - - - - 25.5 - - -7 12.5 - - - - 25.5 - - -8 11.5 - - - - 26.0 - - -9 18.3 - - - - 8.2 - - -10 12.5 - - - - 24.4 - - -A 13.5 - - - - 15.5 - - -B 18.3 - - - - 10.5 - - -C 18.3 - - - - 8.1 - - -D 18.3 - - - - 10.5 - - -E 10.5 - - - - 22.4 - - -E1 12.5 - - - - 25.1 - - -E1A 12.5 - - - - 24.4 - - -E2 10.5 - - - - 34.0 - - -F 10.5 - - - - 36.5 - - -G 14.0 - - - - 24.9 - - -G1 12.5 - - - - 25.5 - - -G2 12.5 - - - - 25.5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 2 3HD.SDFJOB TITLE: b AREA 2 3HD (16x16)(13 GPM) NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) G3 12.5 - - - - 25.5 - - -TOR 10.5 - - - - 37.8 - - -FS1 4.0 - - - - 41.3 - - -FS2 4.0 - - - - 44.3 - - -BOR 0.5 - - - - 47.6 - - -DOM 0.5 HOSE STREAM 49.3 5.0UG -3.0 - - - - 51.0 - - -M -3.0 SOURCE 56.0 45.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 2 3HD.SDFJOB TITLE: b AREA 2 3HD (16x16)(13 GPM) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 0.0 1.101 PL 1.50 PF 0.0P1 9.0 0.0 17.5 0.0 0.0 150 FTG E PE -0.61 10.5 0.0 16.8 0.0 0.000 TL 8.50 PV Pipe: 2 -13.0 1.101 PL 0.50 PF 0.2P2 17.8 4.9 7.0 13.0 4.4 150 FTG E PE -0.22 18.3 0.0 7.1 0.0 0.031 TL 7.50 PV Pipe: 3 -13.2 1.101 PL 0.50 PF 0.2P3 17.8 4.9 7.3 13.2 4.5 150 FTG T PE -0.23 18.3 0.0 7.3 0.0 0.032 TL 6.50 PV Pipe: 4 0.0 1.101 PL 0.50 PF 0.0P4 12.0 0.0 25.3 0.0 0.0 150 FTG E PE -0.24 12.5 0.0 25.1 0.0 0.000 TL 7.50 PV Pipe: 5 0.0 1.101 PL 0.50 PF 0.0P5 12.0 0.0 25.6 0.0 0.0 150 FTG T PE -0.25 12.5 0.0 25.4 0.0 0.000 TL 6.50 PV Pipe: 6 0.0 1.101 PL 0.50 PF 0.0P6 12.0 0.0 25.8 0.0 0.0 150 FTG E PE -0.26 12.5 0.0 25.5 0.0 0.000 TL 7.50 PV Pipe: 7 0.0 1.101 PL 0.50 PF 0.0P7 12.0 0.0 25.8 0.0 0.0 150 FTG T PE -0.27 12.5 0.0 25.5 0.0 0.000 TL 6.50 PV Pipe: 8 0.0 1.101 PL 0.50 PF 0.0P8 11.0 0.0 26.2 0.0 0.0 150 FTG T PE -0.28 11.5 0.0 26.0 0.0 0.000 TL 6.50 PV Pipe: 8A -14.0 1.101 PL 0.50 PF 0.2P9 17.8 4.9 8.1 14.0 4.7 150 FTG T PE -0.29 18.3 0.0 8.2 0.0 0.035 TL 6.50 PV Pipe: 8B 0.0 1.101 PL 0.50 PF 0.0P10 12.0 0.0 24.6 0.0 0.0 150 FTG E PE -0.210 12.5 0.0 24.4 0.0 0.000 TL 7.50 PV Pipe: 9 0.0 1.101 PL 20.50 PF 0.01 10.5 0.0 16.8 0.0 0.0 150 FTG 3ETR PE -1.3A 13.5 0.0 15.5 0.0 0.000 TL 49.20 PV Pipe: 10 -13.0 1.101 PL 6.25 PF 0.22 18.3 0.0 7.1 0.0 4.4 150 FTG R PE 0.03 18.3 0.0 7.3 0.0 0.031 TL 7.95 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 2 3HD.SDFJOB TITLE: b AREA 2 3HD (16x16)(13 GPM) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 11 -26.2 1.101 PL 5.75 PF 0.83 18.3 0.0 7.3 0.0 8.8 150 FTG R PE 0.0C 18.3 0.0 8.1 0.0 0.112 TL 7.45 PV Pipe: 12 0.0 1.101 PL 5.50 PF 0.04 12.5 0.0 25.1 0.0 0.0 150 FTG R PE 0.0E1 12.5 0.0 25.1 0.0 0.000 TL 7.20 PV Pipe: 13 0.0 1.101 PL 4.00 PF 0.010 12.5 0.0 24.4 0.0 0.0 150 FTG T PE 0.0E1A 12.5 0.0 24.4 0.0 0.000 TL 10.00 PV Pipe: 14 0.0 1.101 PL 8.75 PF 0.06 12.5 0.0 25.5 0.0 0.0 150 FTG T PE 0.0G2 12.5 0.0 25.5 0.0 0.000 TL 14.75 PV Pipe: 15 0.0 1.101 PL 10.75 PF 0.07 12.5 0.0 25.5 0.0 0.0 150 FTG ET PE 0.0G1 12.5 0.0 25.5 0.0 0.000 TL 23.75 PV Pipe: 16 0.0 1.101 PL 9.75 PF 0.0G1 12.5 0.0 25.5 0.0 0.0 150 FTG 2ER PE 0.48 11.5 0.0 26.0 0.0 0.000 TL 25.45 PV Pipe: 17 0.0 1.101 PL 33.75 PF 0.08 11.5 0.0 26.0 0.0 0.0 150 FTG 2E2T5R PE -0.4G3 12.5 0.0 25.5 0.0 0.000 TL 68.25 PV Pipe: 18 0.0 1.101 PL 22.00 PF 0.0G1 12.5 0.0 25.5 0.0 0.0 150 FTG 3R PE 0.0G2 12.5 0.0 25.5 0.0 0.000 TL 27.10 PV Pipe: 19 0.0 1.101 PL 19.50 PF 0.0G2 12.5 0.0 25.5 0.0 0.0 150 FTG E2R PE 0.0G3 12.5 0.0 25.5 0.0 0.000 TL 29.90 PV Pipe: 20 0.0 1.101 PL 35.25 PF 0.0G3 12.5 0.0 25.5 0.0 0.0 150 FTG 4ET PE -0.6G 14.0 0.0 24.9 0.0 0.000 TL 69.25 PV Pipe: 21 21.0 1.101 PL 16.50 PF 2.9A 13.5 0.0 15.5 0.0 7.1 150 FTG 3ER PE -2.1B 18.3 0.0 10.5 0.0 0.075 TL 39.20 PV Pipe: 22 19.8 1.101 PL 16.00 PF 2.4B 18.3 0.0 10.5 0.0 6.7 150 FTG 2ET PE 0.0C 18.3 0.0 8.1 0.0 0.067 TL 36.00 PV Pipe: 22A -6.4 1.101 PL 0.50 PF 0.0C 18.3 0.0 8.1 0.0 2.2 150 FTG R PE 0.09 18.3 0.0 8.2 0.0 0.008 TL 2.20 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 2 3HD.SDFJOB TITLE: b AREA 2 3HD (16x16)(13 GPM) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 23 -20.4 1.101 PL 22.50 PF 2.49 18.3 0.0 8.2 0.0 6.9 150 FTG T3R PE 0.0D 18.3 0.0 10.5 0.0 0.070 TL 33.60 PV Pipe: 24 1.2 1.101 PL 40.00 PF 0.0B 18.3 0.0 10.5 0.0 0.4 150 FTG 2ET5R PE 0.0D 18.3 0.0 10.5 0.0 0.000 TL 68.50 PV Pipe: 25 -19.2 1.101 PL 76.25 PF 8.5D 18.3 0.0 10.5 0.0 6.5 150 FTG 5E2T7R PE 3.4E 10.5 0.0 22.4 0.0 0.063 TL 135.15 PV Pipe: 26 -19.2 1.101 PL 23.00 PF 2.9E 10.5 0.0 22.4 0.0 6.5 150 FTG 2E5R PE -0.9E1A 12.5 0.0 24.4 0.0 0.063 TL 45.50 PV Pipe: 27 -19.2 1.101 PL 5.25 PF 0.7E1A 12.5 0.0 24.4 0.0 6.5 150 FTG T PE 0.0E1 12.5 0.0 25.1 0.0 0.063 TL 11.25 PV Pipe: 26A -19.2 1.101 PL 2.50 PF 0.3E1 12.5 0.0 25.1 0.0 6.5 150 FTG R PE 0.05 12.5 0.0 25.4 0.0 0.063 TL 4.20 PV Pipe: 26B -19.2 1.101 PL 87.25 PF 7.75 12.5 0.0 25.4 0.0 6.5 150 FTG 2ET9R PE 0.9E2 10.5 0.0 34.0 0.0 0.063 TL 122.55 PV Pipe: 26C -19.2 1.101 PL 30.75 PF 2.5E2 10.5 0.0 34.0 0.0 6.5 150 FTG T2R PE 0.0F 10.5 0.0 36.5 0.0 0.063 TL 40.15 PV Pipe: 26D -21.0 1.101 PL 75.50 PF 9.6A 13.5 0.0 15.5 0.0 7.1 150 FTG 4E3T4R PE -0.2G 14.0 0.0 24.9 0.0 0.075 TL 128.30 PV Pipe: 28 -21.0 1.101 PL 88.50 PF 10.1G 14.0 0.0 24.9 0.0 7.1 150 FTG 2E4T5R PE 1.5F 10.5 0.0 36.5 0.0 0.075 TL 135.00 PV Pipe: 50 -40.2 1.394 PL 6.25 PF 1.3F 10.5 0.0 36.5 0.0 8.5 150 FTG ER PE 0.0TOR 10.5 0.0 37.8 0.0 0.079 TL 16.55 PV Pipe: 51 -40.2 1.394 PL 6.50 PF 0.7TOR 10.5 0.0 37.8 0.0 8.5 150 FTG R PE 2.8FS1 4.0 0.0 41.3 0.0 0.079 TL 8.80 PV Pipe: 52 FIXED PRESSURE LOSS DEVICEFS2 4.0 0.0 44.3 0.0 3.0 psi, 40.2 gpmFS1 4.0 0.0 41.3 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 2 3HD.SDFJOB TITLE: b AREA 2 3HD (16x16)(13 GPM) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 53 -40.2 1.394 PL 3.50 PF 1.8FS2 4.0 0.0 44.3 0.0 8.5 150 FTG EC PE 1.5BOR 0.5 0.0 47.6 0.0 0.079 TL 22.50 PV Pipe: 54 -40.2 1.291 PL 2.00 PF 1.7BOR 0.5 0.0 47.6 0.0 9.9 150 FTG 2ET PE 0.0DOM 0.5 H.S. 49.3 5.0 0.114 TL 15.00 PV Pipe: 55 -45.2 2.009 PL 3.50 PF 0.2DOM 0.5 H.S. 49.3 5.0 4.6 150 FTG EG PE 1.5UG -3.0 0.0 51.0 0.0 0.016 TL 11.50 PV Pipe: 56 -45.2 2.003 PL 254.00 PF 5.0UG -3.0 0.0 51.0 0.0 4.6 150 FTG 4E PE 0.0M -3.0 SRCE 56.0 (N/A) 0.017 TL 298.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2020) under license no. 64622225 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 0.002 gpm and a maximum imbalance at any node of 0.074 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.9 ft/sec at pipe 54. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 2 3HD.SDFJOB TITLE: b AREA 2 3HD (16x16)(13 GPM) PAGE: F MATERIAL: CPVC HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 7.00 6.00 1.70 1.00 8.00 0.40 1.394 1.80 8.00 7.30 2.30 1.00 11.00 0.80 2.003 2.60 11.00 12.00 4.00 1.00 17.00 1.50 PAGE: M MATERIAL: CT-M HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee 1.291 3.00 7.00 1.00 2.00 0.50 8.00 0.00 7.00 2.009 7.00 13.00 3.00 5.00 0.50 14.00 1.00 13.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 2 3HD.SDFJOB TITLE: b AREA 2 3HD (16x16)(13 GPM) WATER SUPPLY ANALYSIS Fixed Source Pressure: 66.60 psi -14.7 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 20 30 40 50 60 70 80 90 100 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results G A U G E P R E S S U R E ( p s i ) A 1 2 B LEGEND 1 Available pressure 66.60 psi @ 45.2 gpm 2 Required pressure 55.98 psi @ 45.2 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 2 3HD.SDFJOB TITLE: b AREA 2 3HD (16x16)(13 GPM) WATER SUPPLY CURVE 72+ | | | 660\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ | | | 60+ | | X 54+ | | | P 48+ R | E | S | S 42+ U | R | E | 36+ ( | P | S | I 30+ ) | | | 24+ | | | 18+ | | |============================== 12+ LEGEND " | " | X = Required Water Supply " | 55.98 psi @ 45.2 gpm " 6+ " | 0 = Available Water Supply " | 66.60 psi @ 45.2 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 3 3HD.SDFJOB TITLE: b AREA 3 3HD (16x16)(13 GPM) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) M (N/A) 66.6 (N/A) 66.6 44.5 44.9 Available pressure is 21.7 psi (33%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 44.5 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 5.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 39.5 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) P1 9.0 - - - - 17.2 - - -P2 17.8 - - - - 11.7 - - -P3 17.8 - - - - 11.7 - - -P4 12.0 K= 4.90 7.1 13.1P5 12.0 K= 4.90 7.5 13.4P6 12.0 - - - - 20.4 - - -P7 12.0 - - - - 20.4 - - -P8 11.0 - - - - 20.8 - - -P9 17.8 - - - - 11.7 - - -P10 12.0 K= 4.90 7.0 13.01 10.5 - - - - 16.6 - - -2 18.3 - - - - 11.5 - - -3 18.3 - - - - 11.5 - - -4 12.5 - - - - 7.1 - - -5 12.5 - - - - 7.5 - - -6 12.5 - - - - 20.2 - - -7 12.5 - - - - 20.2 - - -8 11.5 - - - - 20.6 - - -9 18.3 - - - - 11.5 - - -10 12.5 - - - - 7.1 - - -A 13.5 - - - - 15.3 - - -B 18.3 - - - - 11.8 - - -C 18.3 - - - - 11.5 - - -D 18.3 - - - - 11.2 - - -E 10.5 - - - - 9.8 - - -E1 12.5 - - - - 7.4 - - -E1A 12.5 - - - - 7.4 - - -E2 10.5 - - - - 21.4 - - -F 10.5 - - - - 25.7 - - -G 14.0 - - - - 19.5 - - -G1 12.5 - - - - 20.2 - - -G2 12.5 - - - - 20.2 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 3 3HD.SDFJOB TITLE: b AREA 3 3HD (16x16)(13 GPM) NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) G3 12.5 - - - - 20.2 - - -TOR 10.5 - - - - 27.0 - - -FS1 4.0 - - - - 30.5 - - -FS2 4.0 - - - - 33.5 - - -BOR 0.5 - - - - 36.7 - - -DOM 0.5 HOSE STREAM 38.4 5.0UG -3.0 - - - - 40.1 - - -M -3.0 SOURCE 44.9 44.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 3 3HD.SDFJOB TITLE: b AREA 3 3HD (16x16)(13 GPM) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 0.0 1.101 PL 1.50 PF 0.0P1 9.0 0.0 17.2 0.0 0.0 150 FTG E PE -0.61 10.5 0.0 16.6 0.0 0.000 TL 8.50 PV Pipe: 2 0.0 1.101 PL 0.50 PF 0.0P2 17.8 0.0 11.7 0.0 0.0 150 FTG E PE -0.22 18.3 0.0 11.5 0.0 0.000 TL 7.50 PV Pipe: 3 0.0 1.101 PL 0.50 PF 0.0P3 17.8 0.0 11.7 0.0 0.0 150 FTG T PE -0.23 18.3 0.0 11.5 0.0 0.000 TL 6.50 PV Pipe: 4 -13.1 1.101 PL 0.50 PF 0.2P4 12.0 4.9 7.1 13.1 4.4 150 FTG E PE -0.24 12.5 0.0 7.1 0.0 0.031 TL 7.50 PV Pipe: 5 -13.4 1.101 PL 0.50 PF 0.2P5 12.0 4.9 7.5 13.4 4.5 150 FTG T PE -0.25 12.5 0.0 7.5 0.0 0.032 TL 6.50 PV Pipe: 6 0.0 1.101 PL 0.50 PF 0.0P6 12.0 0.0 20.4 0.0 0.0 150 FTG E PE -0.26 12.5 0.0 20.2 0.0 0.000 TL 7.50 PV Pipe: 7 0.0 1.101 PL 0.50 PF 0.0P7 12.0 0.0 20.4 0.0 0.0 150 FTG T PE -0.27 12.5 0.0 20.2 0.0 0.000 TL 6.50 PV Pipe: 8 0.0 1.101 PL 0.50 PF 0.0P8 11.0 0.0 20.8 0.0 0.0 150 FTG T PE -0.28 11.5 0.0 20.6 0.0 0.000 TL 6.50 PV Pipe: 8A 0.0 1.101 PL 0.50 PF 0.0P9 17.8 0.0 11.7 0.0 0.0 150 FTG T PE -0.29 18.3 0.0 11.5 0.0 0.000 TL 6.50 PV Pipe: 8B -13.0 1.101 PL 0.50 PF 0.2P10 12.0 4.9 7.0 13.0 4.4 150 FTG E PE -0.210 12.5 0.0 7.1 0.0 0.031 TL 7.50 PV Pipe: 9 0.0 1.101 PL 20.50 PF 0.01 10.5 0.0 16.6 0.0 0.0 150 FTG 3ETR PE -1.3A 13.5 0.0 15.3 0.0 0.000 TL 49.20 PV Pipe: 10 0.0 1.101 PL 6.25 PF 0.02 18.3 0.0 11.5 0.0 0.0 150 FTG R PE 0.03 18.3 0.0 11.5 0.0 0.000 TL 7.95 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 3 3HD.SDFJOB TITLE: b AREA 3 3HD (16x16)(13 GPM) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 11 0.0 1.101 PL 5.75 PF 0.03 18.3 0.0 11.5 0.0 0.0 150 FTG R PE 0.0C 18.3 0.0 11.5 0.0 0.000 TL 7.45 PV Pipe: 12 -13.1 1.101 PL 5.50 PF 0.24 12.5 0.0 7.1 0.0 4.4 150 FTG R PE 0.0E1 12.5 0.0 7.4 0.0 0.031 TL 7.20 PV Pipe: 13 -13.0 1.101 PL 4.00 PF 0.310 12.5 0.0 7.1 0.0 4.4 150 FTG T PE 0.0E1A 12.5 0.0 7.4 0.0 0.031 TL 10.00 PV Pipe: 14 0.0 1.101 PL 8.75 PF 0.06 12.5 0.0 20.2 0.0 0.0 150 FTG T PE 0.0G2 12.5 0.0 20.2 0.0 0.000 TL 14.75 PV Pipe: 15 0.0 1.101 PL 10.75 PF 0.07 12.5 0.0 20.2 0.0 0.0 150 FTG ET PE 0.0G1 12.5 0.0 20.2 0.0 0.000 TL 23.75 PV Pipe: 16 0.0 1.101 PL 9.75 PF 0.0G1 12.5 0.0 20.2 0.0 0.0 150 FTG 2ER PE 0.48 11.5 0.0 20.6 0.0 0.000 TL 25.45 PV Pipe: 17 0.0 1.101 PL 33.75 PF 0.08 11.5 0.0 20.6 0.0 0.0 150 FTG 2E2T5R PE -0.4G3 12.5 0.0 20.2 0.0 0.000 TL 68.25 PV Pipe: 18 0.0 1.101 PL 22.00 PF 0.0G1 12.5 0.0 20.2 0.0 0.0 150 FTG 3R PE 0.0G2 12.5 0.0 20.2 0.0 0.000 TL 27.10 PV Pipe: 19 0.0 1.101 PL 19.50 PF 0.0G2 12.5 0.0 20.2 0.0 0.0 150 FTG E2R PE 0.0G3 12.5 0.0 20.2 0.0 0.000 TL 29.90 PV Pipe: 20 0.0 1.101 PL 35.25 PF 0.0G3 12.5 0.0 20.2 0.0 0.0 150 FTG 4ET PE -0.6G 14.0 0.0 19.5 0.0 0.000 TL 69.25 PV Pipe: 21 13.9 1.101 PL 16.50 PF 1.4A 13.5 0.0 15.3 0.0 4.7 150 FTG 3ER PE -2.1B 18.3 0.0 11.8 0.0 0.035 TL 39.20 PV Pipe: 22 6.9 1.101 PL 16.00 PF 0.3B 18.3 0.0 11.8 0.0 2.3 150 FTG 2ET PE 0.0C 18.3 0.0 11.5 0.0 0.009 TL 36.00 PV Pipe: 22A 6.9 1.101 PL 0.50 PF 0.0C 18.3 0.0 11.5 0.0 2.3 150 FTG R PE 0.09 18.3 0.0 11.5 0.0 0.009 TL 2.20 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 3 3HD.SDFJOB TITLE: b AREA 3 3HD (16x16)(13 GPM) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 23 6.9 1.101 PL 22.50 PF 0.39 18.3 0.0 11.5 0.0 2.3 150 FTG T3R PE 0.0D 18.3 0.0 11.2 0.0 0.009 TL 33.60 PV Pipe: 24 7.1 1.101 PL 40.00 PF 0.7B 18.3 0.0 11.8 0.0 2.4 150 FTG 2ET5R PE 0.0D 18.3 0.0 11.2 0.0 0.010 TL 68.50 PV Pipe: 25 13.9 1.101 PL 76.25 PF 4.7D 18.3 0.0 11.2 0.0 4.7 150 FTG 5E2T7R PE 3.4E 10.5 0.0 9.8 0.0 0.035 TL 135.15 PV Pipe: 26 13.9 1.101 PL 23.00 PF 1.6E 10.5 0.0 9.8 0.0 4.7 150 FTG 2E5R PE -0.9E1A 12.5 0.0 7.4 0.0 0.035 TL 45.50 PV Pipe: 27 0.9 1.101 PL 5.25 PF 0.0E1A 12.5 0.0 7.4 0.0 0.3 150 FTG T PE 0.0E1 12.5 0.0 7.4 0.0 0.000 TL 11.25 PV Pipe: 26A -12.1 1.101 PL 2.50 PF 0.1E1 12.5 0.0 7.4 0.0 4.1 150 FTG R PE 0.05 12.5 0.0 7.5 0.0 0.027 TL 4.20 PV Pipe: 26B -25.5 1.101 PL 87.25 PF 13.15 12.5 0.0 7.5 0.0 8.6 150 FTG 2ET9R PE 0.9E2 10.5 0.0 21.4 0.0 0.107 TL 122.55 PV Pipe: 26C -25.5 1.101 PL 30.75 PF 4.3E2 10.5 0.0 21.4 0.0 8.6 150 FTG T2R PE 0.0F 10.5 0.0 25.7 0.0 0.107 TL 40.15 PV Pipe: 26D -13.9 1.101 PL 75.50 PF 4.5A 13.5 0.0 15.3 0.0 4.7 150 FTG 4E3T4R PE -0.2G 14.0 0.0 19.5 0.0 0.035 TL 128.30 PV Pipe: 28 -13.9 1.101 PL 88.50 PF 4.7G 14.0 0.0 19.5 0.0 4.7 150 FTG 2E4T5R PE 1.5F 10.5 0.0 25.7 0.0 0.035 TL 135.00 PV Pipe: 50 -39.5 1.394 PL 6.25 PF 1.3F 10.5 0.0 25.7 0.0 8.3 150 FTG ER PE 0.0TOR 10.5 0.0 27.0 0.0 0.076 TL 16.55 PV Pipe: 51 -39.5 1.394 PL 6.50 PF 0.7TOR 10.5 0.0 27.0 0.0 8.3 150 FTG R PE 2.8FS1 4.0 0.0 30.5 0.0 0.076 TL 8.80 PV Pipe: 52 FIXED PRESSURE LOSS DEVICEFS2 4.0 0.0 33.5 0.0 3.0 psi, 39.5 gpmFS1 4.0 0.0 30.5 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 3 3HD.SDFJOB TITLE: b AREA 3 3HD (16x16)(13 GPM) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 53 -39.5 1.394 PL 3.50 PF 1.7FS2 4.0 0.0 33.5 0.0 8.3 150 FTG EC PE 1.5BOR 0.5 0.0 36.7 0.0 0.076 TL 22.50 PV Pipe: 54 -39.5 1.291 PL 2.00 PF 1.7BOR 0.5 0.0 36.7 0.0 9.7 150 FTG 2ET PE 0.0DOM 0.5 H.S. 38.4 5.0 0.110 TL 15.00 PV Pipe: 55 -44.5 2.009 PL 3.50 PF 0.2DOM 0.5 H.S. 38.4 5.0 4.5 150 FTG EG PE 1.5UG -3.0 0.0 40.1 0.0 0.016 TL 11.50 PV Pipe: 56 -44.5 2.003 PL 254.00 PF 4.8UG -3.0 0.0 40.1 0.0 4.5 150 FTG 4E PE 0.0M -3.0 SRCE 44.9 (N/A) 0.016 TL 298.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2020) under license no. 64622225 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 0.002 gpm and a maximum imbalance at any node of 0.067 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.7 ft/sec at pipe 54. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 3 3HD.SDFJOB TITLE: b AREA 3 3HD (16x16)(13 GPM) PAGE: F MATERIAL: CPVC HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 7.00 6.00 1.70 1.00 8.00 0.40 1.394 1.80 8.00 7.30 2.30 1.00 11.00 0.80 2.003 2.60 11.00 12.00 4.00 1.00 17.00 1.50 PAGE: M MATERIAL: CT-M HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee 1.291 3.00 7.00 1.00 2.00 0.50 8.00 0.00 7.00 2.009 7.00 13.00 3.00 5.00 0.50 14.00 1.00 13.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 3 3HD.SDFJOB TITLE: b AREA 3 3HD (16x16)(13 GPM) WATER SUPPLY ANALYSIS Fixed Source Pressure: 66.60 psi -14.7 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 20 30 40 50 60 70 80 90 100 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results G A U G E P R E S S U R E ( p s i ) A 1 2 B LEGEND 1 Available pressure 66.60 psi @ 44.5 gpm 2 Required pressure 44.88 psi @ 44.5 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 3 3HD.SDFJOB TITLE: b AREA 3 3HD (16x16)(13 GPM) WATER SUPPLY CURVE 72+ | | | 660\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ | | | 60+ | | | 54+ | | | P 48+ R | E X S | S 42+ U | R | E | 36+ ( | P | S | I 30+ ) | | | 24+ | | | 18+ | | |============================== 12+ LEGEND " | " | X = Required Water Supply " | 44.88 psi @ 44.5 gpm " 6+ " | 0 = Available Water Supply " | 66.60 psi @ 44.5 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 4 1HD.SDFJOB TITLE: b AREA 4 1HD (20x20)(20 GPM) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) M (N/A) 66.6 (N/A) 66.6 25.0 41.1 Available pressure is 25.5 psi (38%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 5.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) P1 9.0 - - - - 26.2 - - -P2 17.8 - - - - 22.9 - - -P3 17.8 - - - - 22.9 - - -P4 12.0 - - - - 27.0 - - -P5 12.0 - - - - 27.0 - - -P6 12.0 K= 4.90 16.7 20.0P7 12.0 - - - - 18.4 - - -P8 11.0 - - - - 19.0 - - -P9 17.8 - - - - 22.9 - - -P10 12.0 - - - - 26.9 - - -1 10.5 - - - - 25.6 - - -2 18.3 - - - - 22.6 - - -3 18.3 - - - - 22.6 - - -4 12.5 - - - - 26.8 - - -5 12.5 - - - - 26.8 - - -6 12.5 - - - - 17.0 - - -7 12.5 - - - - 18.2 - - -8 11.5 - - - - 18.8 - - -9 18.3 - - - - 22.6 - - -10 12.5 - - - - 26.7 - - -A 13.5 - - - - 24.3 - - -B 18.3 - - - - 22.6 - - -C 18.3 - - - - 22.6 - - -D 18.3 - - - - 22.7 - - -E 10.5 - - - - 27.2 - - -E1 12.5 - - - - 26.8 - - -E1A 12.5 - - - - 26.7 - - -E2 10.5 - - - - 28.7 - - -F 10.5 - - - - 29.0 - - -G 14.0 - - - - 23.0 - - -G1 12.5 - - - - 18.2 - - -G2 12.5 - - - - 18.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 4 1HD.SDFJOB TITLE: b AREA 4 1HD (20x20)(20 GPM) NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) G3 12.5 - - - - 19.0 - - -TOR 10.5 - - - - 29.4 - - -FS1 4.0 - - - - 32.4 - - -FS2 4.0 - - - - 35.4 - - -BOR 0.5 - - - - 37.4 - - -DOM 0.5 HOSE STREAM 37.9 5.0UG -3.0 - - - - 39.4 - - -M -3.0 SOURCE 41.1 25.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 4 1HD.SDFJOB TITLE: b AREA 4 1HD (20x20)(20 GPM) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 0.0 1.101 PL 1.50 PF 0.0P1 9.0 0.0 26.2 0.0 0.0 150 FTG E PE -0.61 10.5 0.0 25.6 0.0 0.000 TL 8.50 PV Pipe: 2 0.0 1.101 PL 0.50 PF 0.0P2 17.8 0.0 22.9 0.0 0.0 150 FTG E PE -0.22 18.3 0.0 22.6 0.0 0.000 TL 7.50 PV Pipe: 3 0.0 1.101 PL 0.50 PF 0.0P3 17.8 0.0 22.9 0.0 0.0 150 FTG T PE -0.23 18.3 0.0 22.6 0.0 0.000 TL 6.50 PV Pipe: 4 0.0 1.101 PL 0.50 PF 0.0P4 12.0 0.0 27.0 0.0 0.0 150 FTG E PE -0.24 12.5 0.0 26.8 0.0 0.000 TL 7.50 PV Pipe: 5 0.0 1.101 PL 0.50 PF 0.0P5 12.0 0.0 27.0 0.0 0.0 150 FTG T PE -0.25 12.5 0.0 26.8 0.0 0.000 TL 6.50 PV Pipe: 6 -20.0 1.101 PL 0.50 PF 0.5P6 12.0 4.9 16.7 20.0 6.7 150 FTG E PE -0.26 12.5 0.0 17.0 0.0 0.068 TL 7.50 PV Pipe: 7 0.0 1.101 PL 0.50 PF 0.0P7 12.0 0.0 18.4 0.0 0.0 150 FTG T PE -0.27 12.5 0.0 18.2 0.0 0.000 TL 6.50 PV Pipe: 8 0.0 1.101 PL 0.50 PF 0.0P8 11.0 0.0 19.0 0.0 0.0 150 FTG T PE -0.28 11.5 0.0 18.8 0.0 0.000 TL 6.50 PV Pipe: 8A 0.0 1.101 PL 0.50 PF 0.0P9 17.8 0.0 22.9 0.0 0.0 150 FTG T PE -0.29 18.3 0.0 22.6 0.0 0.000 TL 6.50 PV Pipe: 8B 0.0 1.101 PL 0.50 PF 0.0P10 12.0 0.0 26.9 0.0 0.0 150 FTG E PE -0.210 12.5 0.0 26.7 0.0 0.000 TL 7.50 PV Pipe: 9 0.0 1.101 PL 20.50 PF 0.01 10.5 0.0 25.6 0.0 0.0 150 FTG 3ETR PE -1.3A 13.5 0.0 24.3 0.0 0.000 TL 49.20 PV Pipe: 10 0.0 1.101 PL 6.25 PF 0.02 18.3 0.0 22.6 0.0 0.0 150 FTG R PE 0.03 18.3 0.0 22.6 0.0 0.000 TL 7.95 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 4 1HD.SDFJOB TITLE: b AREA 4 1HD (20x20)(20 GPM) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 11 0.0 1.101 PL 5.75 PF 0.03 18.3 0.0 22.6 0.0 0.0 150 FTG R PE 0.0C 18.3 0.0 22.6 0.0 0.000 TL 7.45 PV Pipe: 12 0.0 1.101 PL 5.50 PF 0.04 12.5 0.0 26.8 0.0 0.0 150 FTG R PE 0.0E1 12.5 0.0 26.8 0.0 0.000 TL 7.20 PV Pipe: 13 0.0 1.101 PL 4.00 PF 0.010 12.5 0.0 26.7 0.0 0.0 150 FTG T PE 0.0E1A 12.5 0.0 26.7 0.0 0.000 TL 10.00 PV Pipe: 14 -20.0 1.101 PL 8.75 PF 1.06 12.5 0.0 17.0 0.0 6.7 150 FTG T PE 0.0G2 12.5 0.0 18.0 0.0 0.068 TL 14.75 PV Pipe: 15 0.0 1.101 PL 10.75 PF 0.07 12.5 0.0 18.2 0.0 0.0 150 FTG ET PE 0.0G1 12.5 0.0 18.2 0.0 0.000 TL 23.75 PV Pipe: 16 -6.4 1.101 PL 9.75 PF 0.2G1 12.5 0.0 18.2 0.0 2.2 150 FTG 2ER PE 0.48 11.5 0.0 18.8 0.0 0.008 TL 25.45 PV Pipe: 17 -6.4 1.101 PL 33.75 PF 0.68 11.5 0.0 18.8 0.0 2.2 150 FTG 2E2T5R PE -0.4G3 12.5 0.0 19.0 0.0 0.008 TL 68.25 PV Pipe: 18 6.4 1.101 PL 22.00 PF 0.2G1 12.5 0.0 18.2 0.0 2.2 150 FTG 3R PE 0.0G2 12.5 0.0 18.0 0.0 0.008 TL 27.10 PV Pipe: 19 -13.6 1.101 PL 19.50 PF 1.0G2 12.5 0.0 18.0 0.0 4.6 150 FTG E2R PE 0.0G3 12.5 0.0 19.0 0.0 0.033 TL 29.90 PV Pipe: 20 -20.0 1.101 PL 35.25 PF 4.7G3 12.5 0.0 19.0 0.0 6.7 150 FTG 4ET PE -0.6G 14.0 0.0 23.0 0.0 0.068 TL 69.25 PV Pipe: 21 -6.4 1.101 PL 16.50 PF 0.3A 13.5 0.0 24.3 0.0 2.2 150 FTG 3ER PE -2.1B 18.3 0.0 22.6 0.0 0.008 TL 39.20 PV Pipe: 22 -3.2 1.101 PL 16.00 PF 0.1B 18.3 0.0 22.6 0.0 1.1 150 FTG 2ET PE 0.0C 18.3 0.0 22.6 0.0 0.002 TL 36.00 PV Pipe: 22A -3.2 1.101 PL 0.50 PF 0.0C 18.3 0.0 22.6 0.0 1.1 150 FTG R PE 0.09 18.3 0.0 22.6 0.0 0.002 TL 2.20 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 4 1HD.SDFJOB TITLE: b AREA 4 1HD (20x20)(20 GPM) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 23 -3.2 1.101 PL 22.50 PF 0.19 18.3 0.0 22.6 0.0 1.1 150 FTG T3R PE 0.0D 18.3 0.0 22.7 0.0 0.002 TL 33.60 PV Pipe: 24 -3.2 1.101 PL 40.00 PF 0.2B 18.3 0.0 22.6 0.0 1.1 150 FTG 2ET5R PE 0.0D 18.3 0.0 22.7 0.0 0.002 TL 68.50 PV Pipe: 25 -6.4 1.101 PL 76.25 PF 1.1D 18.3 0.0 22.7 0.0 2.2 150 FTG 5E2T7R PE 3.4E 10.5 0.0 27.2 0.0 0.008 TL 135.15 PV Pipe: 26 -6.4 1.101 PL 23.00 PF 0.4E 10.5 0.0 27.2 0.0 2.2 150 FTG 2E5R PE -0.9E1A 12.5 0.0 26.7 0.0 0.008 TL 45.50 PV Pipe: 27 -6.4 1.101 PL 5.25 PF 0.1E1A 12.5 0.0 26.7 0.0 2.2 150 FTG T PE 0.0E1 12.5 0.0 26.8 0.0 0.008 TL 11.25 PV Pipe: 26A -6.4 1.101 PL 2.50 PF 0.0E1 12.5 0.0 26.8 0.0 2.2 150 FTG R PE 0.05 12.5 0.0 26.8 0.0 0.008 TL 4.20 PV Pipe: 26B -6.4 1.101 PL 87.25 PF 1.05 12.5 0.0 26.8 0.0 2.2 150 FTG 2ET9R PE 0.9E2 10.5 0.0 28.7 0.0 0.008 TL 122.55 PV Pipe: 26C -6.4 1.101 PL 30.75 PF 0.3E2 10.5 0.0 28.7 0.0 2.2 150 FTG T2R PE 0.0F 10.5 0.0 29.0 0.0 0.008 TL 40.15 PV Pipe: 26D 6.4 1.101 PL 75.50 PF 1.1A 13.5 0.0 24.3 0.0 2.2 150 FTG 4E3T4R PE -0.2G 14.0 0.0 23.0 0.0 0.008 TL 128.30 PV Pipe: 28 -13.6 1.101 PL 88.50 PF 4.5G 14.0 0.0 23.0 0.0 4.6 150 FTG 2E4T5R PE 1.5F 10.5 0.0 29.0 0.0 0.033 TL 135.00 PV Pipe: 50 -20.0 1.394 PL 6.25 PF 0.4F 10.5 0.0 29.0 0.0 4.2 150 FTG ER PE 0.0TOR 10.5 0.0 29.4 0.0 0.022 TL 16.55 PV Pipe: 51 -20.0 1.394 PL 6.50 PF 0.2TOR 10.5 0.0 29.4 0.0 4.2 150 FTG R PE 2.8FS1 4.0 0.0 32.4 0.0 0.022 TL 8.80 PV Pipe: 52 FIXED PRESSURE LOSS DEVICEFS2 4.0 0.0 35.4 0.0 3.0 psi, 20.0 gpmFS1 4.0 0.0 32.4 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 4 1HD.SDFJOB TITLE: b AREA 4 1HD (20x20)(20 GPM) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 53 -20.0 1.394 PL 3.50 PF 0.5FS2 4.0 0.0 35.4 0.0 4.2 150 FTG EC PE 1.5BOR 0.5 0.0 37.4 0.0 0.022 TL 22.50 PV Pipe: 54 -20.0 1.291 PL 2.00 PF 0.5BOR 0.5 0.0 37.4 0.0 4.9 150 FTG 2ET PE 0.0DOM 0.5 H.S. 37.9 5.0 0.031 TL 15.00 PV Pipe: 55 -25.0 2.009 PL 3.50 PF 0.1DOM 0.5 H.S. 37.9 5.0 2.5 150 FTG EG PE 1.5UG -3.0 0.0 39.4 0.0 0.005 TL 11.50 PV Pipe: 56 -25.0 2.003 PL 254.00 PF 1.7UG -3.0 0.0 39.4 0.0 2.5 150 FTG 4E PE 0.0M -3.0 SRCE 41.1 (N/A) 0.006 TL 298.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2020) under license no. 64622225 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 0.002 gpm and a maximum imbalance at any node of 0.057 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 6.7 ft/sec at pipe 20. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 4 1HD.SDFJOB TITLE: b AREA 4 1HD (20x20)(20 GPM) PAGE: F MATERIAL: CPVC HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 7.00 6.00 1.70 1.00 8.00 0.40 1.394 1.80 8.00 7.30 2.30 1.00 11.00 0.80 2.003 2.60 11.00 12.00 4.00 1.00 17.00 1.50 PAGE: M MATERIAL: CT-M HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee 1.291 3.00 7.00 1.00 2.00 0.50 8.00 0.00 7.00 2.009 7.00 13.00 3.00 5.00 0.50 14.00 1.00 13.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 4 1HD.SDFJOB TITLE: b AREA 4 1HD (20x20)(20 GPM) WATER SUPPLY ANALYSIS Fixed Source Pressure: 66.60 psi -14.7 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 20 30 40 50 60 70 80 90 100 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results G A U G E P R E S S U R E ( p s i ) A 1 2 B LEGEND 1 Available pressure 66.60 psi @ 25.0 gpm 2 Required pressure 41.11 psi @ 25.0 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 4 1HD.SDFJOB TITLE: b AREA 4 1HD (20x20)(20 GPM) WATER SUPPLY CURVE 72+ | | | 660\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ | | | 60+ | | | 54+ | | | P 48+ R | E | S | S 42+ U X R | E | 36+ ( | P | S | I 30+ ) | | | 24+ | | | 18+ | | |============================== 12+ LEGEND " | " | X = Required Water Supply " | 41.11 psi @ 25.0 gpm " 6+ " | 0 = Available Water Supply " | 66.60 psi @ 25.0 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 5 2HD.SDFJOB TITLE: b AREA 5 2HD (16x16)(13 GPM) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) M (N/A) 66.6 (N/A) 66.6 32.0 40.9 Available pressure is 25.7 psi (39%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 32.0 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 5.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 27.0 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) P1 9.0 - - - - 21.4 - - -P2 17.8 - - - - 18.3 - - -P3 17.8 - - - - 18.3 - - -P4 12.0 - - - - 23.7 - - -P5 12.0 - - - - 23.7 - - -P6 12.0 - - - - 8.9 - - -P7 12.0 K= 4.90 7.0 13.0P8 11.0 K= 4.90 8.2 14.0P9 17.8 - - - - 18.3 - - -P10 12.0 - - - - 23.5 - - -1 10.5 - - - - 20.7 - - -2 18.3 - - - - 18.1 - - -3 18.3 - - - - 18.1 - - -4 12.5 - - - - 23.4 - - -5 12.5 - - - - 23.5 - - -6 12.5 - - - - 8.7 - - -7 12.5 - - - - 7.0 - - -8 11.5 - - - - 8.2 - - -9 18.3 - - - - 18.1 - - -10 12.5 - - - - 23.3 - - -A 13.5 - - - - 19.4 - - -B 18.3 - - - - 17.9 - - -C 18.3 - - - - 18.1 - - -D 18.3 - - - - 18.2 - - -E 10.5 - - - - 23.5 - - -E1 12.5 - - - - 23.4 - - -E1A 12.5 - - - - 23.3 - - -E2 10.5 - - - - 26.1 - - -F 10.5 - - - - 26.7 - - -G 14.0 - - - - 17.4 - - -G1 12.5 - - - - 7.8 - - -G2 12.5 - - - - 8.7 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 5 2HD.SDFJOB TITLE: b AREA 5 2HD (16x16)(13 GPM) NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) G3 12.5 - - - - 9.8 - - -TOR 10.5 - - - - 27.3 - - -FS1 4.0 - - - - 30.5 - - -FS2 4.0 - - - - 33.5 - - -BOR 0.5 - - - - 35.8 - - -DOM 0.5 HOSE STREAM 36.7 5.0UG -3.0 - - - - 38.3 - - -M -3.0 SOURCE 40.9 32.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 5 2HD.SDFJOB TITLE: b AREA 5 2HD (16x16)(13 GPM) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 0.0 1.101 PL 1.50 PF 0.0P1 9.0 0.0 21.4 0.0 0.0 150 FTG E PE -0.61 10.5 0.0 20.7 0.0 0.000 TL 8.50 PV Pipe: 2 0.0 1.101 PL 0.50 PF 0.0P2 17.8 0.0 18.3 0.0 0.0 150 FTG E PE -0.22 18.3 0.0 18.1 0.0 0.000 TL 7.50 PV Pipe: 3 0.0 1.101 PL 0.50 PF 0.0P3 17.8 0.0 18.3 0.0 0.0 150 FTG T PE -0.23 18.3 0.0 18.1 0.0 0.000 TL 6.50 PV Pipe: 4 0.0 1.101 PL 0.50 PF 0.0P4 12.0 0.0 23.7 0.0 0.0 150 FTG E PE -0.24 12.5 0.0 23.4 0.0 0.000 TL 7.50 PV Pipe: 5 0.0 1.101 PL 0.50 PF 0.0P5 12.0 0.0 23.7 0.0 0.0 150 FTG T PE -0.25 12.5 0.0 23.5 0.0 0.000 TL 6.50 PV Pipe: 6 0.0 1.101 PL 0.50 PF 0.0P6 12.0 0.0 8.9 0.0 0.0 150 FTG E PE -0.26 12.5 0.0 8.7 0.0 0.000 TL 7.50 PV Pipe: 7 -13.0 1.101 PL 0.50 PF 0.2P7 12.0 4.9 7.0 13.0 4.4 150 FTG T PE -0.27 12.5 0.0 7.0 0.0 0.031 TL 6.50 PV Pipe: 8 -14.0 1.101 PL 0.50 PF 0.2P8 11.0 4.9 8.2 14.0 4.7 150 FTG T PE -0.28 11.5 0.0 8.2 0.0 0.035 TL 6.50 PV Pipe: 8A 0.0 1.101 PL 0.50 PF 0.0P9 17.8 0.0 18.3 0.0 0.0 150 FTG T PE -0.29 18.3 0.0 18.1 0.0 0.000 TL 6.50 PV Pipe: 8B 0.0 1.101 PL 0.50 PF 0.0P10 12.0 0.0 23.5 0.0 0.0 150 FTG E PE -0.210 12.5 0.0 23.3 0.0 0.000 TL 7.50 PV Pipe: 9 0.0 1.101 PL 20.50 PF 0.01 10.5 0.0 20.7 0.0 0.0 150 FTG 3ETR PE -1.3A 13.5 0.0 19.4 0.0 0.000 TL 49.20 PV Pipe: 10 0.0 1.101 PL 6.25 PF 0.02 18.3 0.0 18.1 0.0 0.0 150 FTG R PE 0.03 18.3 0.0 18.1 0.0 0.000 TL 7.95 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 5 2HD.SDFJOB TITLE: b AREA 5 2HD (16x16)(13 GPM) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 11 0.0 1.101 PL 5.75 PF 0.03 18.3 0.0 18.1 0.0 0.0 150 FTG R PE 0.0C 18.3 0.0 18.1 0.0 0.000 TL 7.45 PV Pipe: 12 0.0 1.101 PL 5.50 PF 0.04 12.5 0.0 23.4 0.0 0.0 150 FTG R PE 0.0E1 12.5 0.0 23.4 0.0 0.000 TL 7.20 PV Pipe: 13 0.0 1.101 PL 4.00 PF 0.010 12.5 0.0 23.3 0.0 0.0 150 FTG T PE 0.0E1A 12.5 0.0 23.3 0.0 0.000 TL 10.00 PV Pipe: 14 0.0 1.101 PL 8.75 PF 0.06 12.5 0.0 8.7 0.0 0.0 150 FTG T PE 0.0G2 12.5 0.0 8.7 0.0 0.000 TL 14.75 PV Pipe: 15 -13.0 1.101 PL 10.75 PF 0.77 12.5 0.0 7.0 0.0 4.4 150 FTG ET PE 0.0G1 12.5 0.0 7.8 0.0 0.031 TL 23.75 PV Pipe: 16 1.1 1.101 PL 9.75 PF 0.0G1 12.5 0.0 7.8 0.0 0.4 150 FTG 2ER PE 0.48 11.5 0.0 8.2 0.0 0.000 TL 25.45 PV Pipe: 17 -12.9 1.101 PL 33.75 PF 2.18 11.5 0.0 8.2 0.0 4.3 150 FTG 2E2T5R PE -0.4G3 12.5 0.0 9.8 0.0 0.030 TL 68.25 PV Pipe: 18 -14.1 1.101 PL 22.00 PF 1.0G1 12.5 0.0 7.8 0.0 4.8 150 FTG 3R PE 0.0G2 12.5 0.0 8.7 0.0 0.036 TL 27.10 PV Pipe: 19 -14.1 1.101 PL 19.50 PF 1.1G2 12.5 0.0 8.7 0.0 4.8 150 FTG E2R PE 0.0G3 12.5 0.0 9.8 0.0 0.036 TL 29.90 PV Pipe: 20 -27.0 1.101 PL 35.25 PF 8.2G3 12.5 0.0 9.8 0.0 9.1 150 FTG 4ET PE -0.6G 14.0 0.0 17.4 0.0 0.119 TL 69.25 PV Pipe: 21 -8.6 1.101 PL 16.50 PF 0.6A 13.5 0.0 19.4 0.0 2.9 150 FTG 3ER PE -2.1B 18.3 0.0 17.9 0.0 0.014 TL 39.20 PV Pipe: 22 -4.3 1.101 PL 16.00 PF 0.1B 18.3 0.0 17.9 0.0 1.4 150 FTG 2ET PE 0.0C 18.3 0.0 18.1 0.0 0.004 TL 36.00 PV Pipe: 22A -4.3 1.101 PL 0.50 PF 0.0C 18.3 0.0 18.1 0.0 1.4 150 FTG R PE 0.09 18.3 0.0 18.1 0.0 0.004 TL 2.20 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 5 2HD.SDFJOB TITLE: b AREA 5 2HD (16x16)(13 GPM) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 23 -4.3 1.101 PL 22.50 PF 0.19 18.3 0.0 18.1 0.0 1.4 150 FTG T3R PE 0.0D 18.3 0.0 18.2 0.0 0.004 TL 33.60 PV Pipe: 24 -4.4 1.101 PL 40.00 PF 0.3B 18.3 0.0 17.9 0.0 1.5 150 FTG 2ET5R PE 0.0D 18.3 0.0 18.2 0.0 0.004 TL 68.50 PV Pipe: 25 -8.6 1.101 PL 76.25 PF 1.9D 18.3 0.0 18.2 0.0 2.9 150 FTG 5E2T7R PE 3.4E 10.5 0.0 23.5 0.0 0.014 TL 135.15 PV Pipe: 26 -8.6 1.101 PL 23.00 PF 0.7E 10.5 0.0 23.5 0.0 2.9 150 FTG 2E5R PE -0.9E1A 12.5 0.0 23.3 0.0 0.014 TL 45.50 PV Pipe: 27 -8.6 1.101 PL 5.25 PF 0.2E1A 12.5 0.0 23.3 0.0 2.9 150 FTG T PE 0.0E1 12.5 0.0 23.4 0.0 0.014 TL 11.25 PV Pipe: 26A -8.6 1.101 PL 2.50 PF 0.1E1 12.5 0.0 23.4 0.0 2.9 150 FTG R PE 0.05 12.5 0.0 23.5 0.0 0.014 TL 4.20 PV Pipe: 26B -8.6 1.101 PL 87.25 PF 1.85 12.5 0.0 23.5 0.0 2.9 150 FTG 2ET9R PE 0.9E2 10.5 0.0 26.1 0.0 0.014 TL 122.55 PV Pipe: 26C -8.6 1.101 PL 30.75 PF 0.6E2 10.5 0.0 26.1 0.0 2.9 150 FTG T2R PE 0.0F 10.5 0.0 26.7 0.0 0.014 TL 40.15 PV Pipe: 26D 8.6 1.101 PL 75.50 PF 1.8A 13.5 0.0 19.4 0.0 2.9 150 FTG 4E3T4R PE -0.2G 14.0 0.0 17.4 0.0 0.014 TL 128.30 PV Pipe: 28 -18.4 1.101 PL 88.50 PF 7.8G 14.0 0.0 17.4 0.0 6.2 150 FTG 2E4T5R PE 1.5F 10.5 0.0 26.7 0.0 0.058 TL 135.00 PV Pipe: 50 -27.0 1.394 PL 6.25 PF 0.6F 10.5 0.0 26.7 0.0 5.7 150 FTG ER PE 0.0TOR 10.5 0.0 27.3 0.0 0.038 TL 16.55 PV Pipe: 51 -27.0 1.394 PL 6.50 PF 0.3TOR 10.5 0.0 27.3 0.0 5.7 150 FTG R PE 2.8FS1 4.0 0.0 30.5 0.0 0.038 TL 8.80 PV Pipe: 52 FIXED PRESSURE LOSS DEVICEFS2 4.0 0.0 33.5 0.0 3.0 psi, 27.0 gpmFS1 4.0 0.0 30.5 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 5 2HD.SDFJOB TITLE: b AREA 5 2HD (16x16)(13 GPM) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 53 -27.0 1.394 PL 3.50 PF 0.8FS2 4.0 0.0 33.5 0.0 5.7 150 FTG EC PE 1.5BOR 0.5 0.0 35.8 0.0 0.038 TL 22.50 PV Pipe: 54 -27.0 1.291 PL 2.00 PF 0.8BOR 0.5 0.0 35.8 0.0 6.6 150 FTG 2ET PE 0.0DOM 0.5 H.S. 36.7 5.0 0.055 TL 15.00 PV Pipe: 55 -32.0 2.009 PL 3.50 PF 0.1DOM 0.5 H.S. 36.7 5.0 3.2 150 FTG EG PE 1.5UG -3.0 0.0 38.3 0.0 0.009 TL 11.50 PV Pipe: 56 -32.0 2.003 PL 254.00 PF 2.6UG -3.0 0.0 38.3 0.0 3.3 150 FTG 4E PE 0.0M -3.0 SRCE 40.9 (N/A) 0.009 TL 298.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2020) under license no. 64622225 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 0.002 gpm and a maximum imbalance at any node of 0.076 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.1 ft/sec at pipe 20. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 5 2HD.SDFJOB TITLE: b AREA 5 2HD (16x16)(13 GPM) PAGE: F MATERIAL: CPVC HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 7.00 6.00 1.70 1.00 8.00 0.40 1.394 1.80 8.00 7.30 2.30 1.00 11.00 0.80 2.003 2.60 11.00 12.00 4.00 1.00 17.00 1.50 PAGE: M MATERIAL: CT-M HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee 1.291 3.00 7.00 1.00 2.00 0.50 8.00 0.00 7.00 2.009 7.00 13.00 3.00 5.00 0.50 14.00 1.00 13.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 5 2HD.SDFJOB TITLE: b AREA 5 2HD (16x16)(13 GPM) WATER SUPPLY ANALYSIS Fixed Source Pressure: 66.60 psi -14.7 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 20 30 40 50 60 70 80 90 100 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results G A U G E P R E S S U R E ( p s i ) A 1 2 B LEGEND 1 Available pressure 66.60 psi @ 32.0 gpm 2 Required pressure 40.91 psi @ 32.0 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9DATE: 2/1/202207 PARKER RESIDENCE - LA QUINTA - CA - JCP\B AREA 5 2HD.SDFJOB TITLE: b AREA 5 2HD (16x16)(13 GPM) WATER SUPPLY CURVE 72+ | | | 660\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ | | | 60+ | | | 54+ | | | P 48+ R | E | S | S 42+ U X R | E | 36+ ( | P | S | I 30+ ) | | | 24+ | | | 18+ | | |============================== 12+ LEGEND " | " | X = Required Water Supply " | 40.91 psi @ 32.0 gpm " 6+ " | 0 = Available Water Supply " | 66.60 psi @ 32.0 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) General Description Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are designed exclusively for use in wet pipe automatic fire sprinkler systems. They are made from a specially devel- oped thermoplastic compound com- posed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art additives. TFBP BlazeMaster CPVC products are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as com- pared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapters are available to connect CPVC pipe to metallic pip- ing. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. WARNING Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings described herein mustbe installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction.Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Sizes 3/4" to 3" Maximum Working Pressure 175 psi Approvals UL, FM, CUL, NSF, Dade County, LPCB, MEA, and the City of Los Ange- les. (Refer to IH-1900, Rev. 0, Janu- ary 2005 “Installation Instruction & Technical Handbook” for exact list- ing/approval information.) Manufacture Source U.S.A. Material •Pipe: ASTM F442, SDR 13.5 •Fittings: ASTM F438 (Sch. 40) and ASTM F439 (Sch. 80), ASTM F1970 Color Orange BlazeMaster ® CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet Page 1 of 6 TFP1915JANUARY, 2006 Technical Services:Tel: (800) 381-9312 / Fax: (800) 791-5500 BlazeMaster®is a registered trademark of Noveon IP Holding Corp. Installation Tyco Fire and Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- ance with IH-1900, Rev. 0, January 2005“Installation Instruction &Techni- cal Handbook”. Care and Maintenance The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stallingcontractor orproductmanufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise thoseresponsibleformoni- toring proprietary and/or central sta- tion alarms. Page2of6 TFP1915 FIGURE 1 — PIPE DIMENSIONS 2" 1" 1-1/4" 1-1/2" 3/4" 2.375" 2.003" 1.315" 1.660" 1.900" 1.050" 1.101' 1.394" 1.598" 0.874" SIZE NOMINAL 2.200.84 0.67 0.44 1.08 1.41 0.26 0.42 0.54 0.18 3" 2-1/2" 3.500" 2.952" 2.875" 2.423" 4.831.87 3.261.26 10841260 1320 1339 1191 1213 5040 2835 2205 7875 1344720 15311215 O.D. AVERAGE lbs./ft. WEIGHTAVERAGE I.D.FILLED WEIGHT WATER lbs./ft. FT. OF PIPE PER LIFT WEIGHT PER LIFT lbs. TFP1915 Page3of6 FIGURE 2 — FITTING DIMENSIONS (Part 1 of 4) NOMINAL TAKE-OUTFITTINGNOMINAL SIZETYPE PART NUMBER (T/O) T/O T/O 80004 80003 80002 TEE T/O 80001 80000 2" 1-1/4" 1-1/2" 3/4" 1" 1-3/8" 1-1/16" 7/8" 0.90 0.51 0.26 5/8" 11/16"0.19 0.11 REDUCING TEE 1-1/2" x 1-1/2" x 1-1/4" 80266 80267 80274 80264 80275 80261 80262 80263 80260 2" x 2" x 3/4" 2" x 2" x 1" 2" x 2" x 1-1/2" 1-1/2" x 1-1/2" x 1" 7/8" 1-1/8" 1-1/16" 7/8" 9/16" 1-1/2" x 1-1/2" x 3/4" 1-1/4" x 1-1/4" x 3/4" 1-1/4" x 1-1/4" x 1" 1" x 1" x 3/4" 5/8" 9/16" 3/4" 5/8" 1-3/8" 1-3/8" 1-3/8" 7/8" 9/16" 1" 1-1/16" 0.66 0.78 0.74 0.45 0.38 7/8"5/8" 9/16" 3/4" 1" 7/8" 5/8" 13/16" 0.23 0.36 0.26 0.16 YXx YxZ XZ 80132 3/4" x 3/4" x 1" 3/4" 3/4" 5/8" 0.14 80133 9/16"1" x 3/4" x 3/4" 9/16" 0.143/4" 80134 1" x 3/4" x 1" 3/4" 11/16" 3/4" 0.17 80135 1-1/4" x 1" x 3/4" 5/8"5/8"0.2115/16" 80136 1-1/4" x 1" x 1" 3/4" 3/4" 15/16" 0.22 15/16"1-1/4" x 1" x 1-1/4"80137 15/16" 0.267/8" 80138 1-1/4" x 1-1/4" x 1-1/2" 1" 1" 1" 0.43 80140 1-1/2" x 1-1/4" x 3/4" 9/16" 9/16" 1" 0.36 1-1/2" x 1-1/4" x 1"80141 9/16" 9/16" 0.381-1/16" 80265 3/4" 1-3/8" 0.61 T/O T/O T/O X Y Z 7/8" 1-1/8" 1-1/16" 3/4" WEIGHT (lb.) T/O T/O T/O T/O CROSS & REDUCING CROSS 1-1/16" 80009 80010 80011 80013 80012 0.139/16" 1-5/16" 11/16" 15/16" 1.00 0.23 0.34 0.67 80006 80005 3" 2-1/2" 1-13/16" 1-9/16" 2.41 1.59 2-1/2" x 2-1/2" x 1-1/2" 80270 80269 80268 80272 80273 80271 3" x 3" x 1-1/2" 3" x 3" x 2" 3" x 3" x 2-1/2" 2-1/2" x 2-1/2" x 1-1/4" 1-13/16" 1-13/16" 1-13/16" 1-9/16" 1-9/16" 2-1/2" x 2-1/2" x 1" 1-9/16" 1-13/16" 1-13/16" 1-3/4" 1-9/16" 1-9/16" 1-9/16" 1-9/16" 2.28 2.44 2.25 1.48 1.46 1-9/16" 1-9/16" 1.43 80276 2-1/2" x 2-1/2" x 2" 1-9/16" 1-9/16" 1.50 1-13/16" 1-13/16" 1-13/16" 1-9/16" 2" x 2" x 1-1/4" 1-9/16" 80008 80014 1-13/16" 2.89 1.91 2" 1-1/4" 1-1/2" 3/4" 1" 3" 2-1/2" 80015 0.281" x 1" x 3/4" x 3/4" 7/8" SCHD. 80 40 80 40 40 80 80 80 80 80 80 40 40 40 40 40 40 40 40 40 80 80 80 80 80 80 80 80 80 80 80 80 80 80 40 80 40 40 80 80 40 T/O T/O 90° ELBOW & 1-1/16" 80029 80026 80025 80027 80028 2" 3/4" 1" 1-1/4" 1-1/2" 0.791-5/16" 5/8" 3/4" 7/8"0.21 0.14 0.40 0.09 Y X 1-9/16" 80031 80030 3" 2-1/2" 1.821-13/16" 1.14 XxY 80032 1" x 3/4" 0.16 X 11/16" Y 13/16" REDUCING ELBOW 80 40 80 40 40 80 80 40 Page4of6 TFP1915 FIGURE 2 — FITTING DIMENSIONS (Part 2 of 4) 0.2580078 T/O 80079 0.38 T/O COUPLING & T/O 45° ELBOW 80053 80054 80075 80076 80077 80050 80051 80052 0.311/2" 1/8" 3/4" 0.11 0.07 0.12 0.56 3/8" 3/8" 3/4" 0.08 0.11 0.20 1/8" 3/16" 3/16" 3/16" 80203 80206 80205 80204 80200 80201 80202 80207 80208 80209 T/O REDUCER BUSHING 2" x 1-1/4" 2" x 1-1/2" 2" x 1" 1-1/2" x 3/4" 1-1/2" x 1-1/4" 1-1/4" x 3/4" 1-1/2" x 1" 2" x 3/4" 1-1/4" x 1" 1" x 3/4" 11/16" 9/16" 7/16" 5/8" 1/2" 13/16" 3/8" 5/16" 1/2" 7/16" 0.26 0.24 0.19 0.16 0.27 0.17 0.14 0.04 0.12 0.11 NOMINAL TAKE-OUTFITTINGNOMINAL SIZETYPE PART NUMBER (T/O) 2" 3/4" 1" 1-1/4" 1-1/2" 13/16" 80056 80055 3" 2-1/2" 1.191" 0.89 80 40 80 40 40 80 80 REDUCING COUPLING 2" 3/4" 1" 1-1/4" 1-1/2" 1/4" 80081 80080 3" 2-1/2" 0.913/16" 0.67 80 40 80 40 40 80 80 80220 0.081" x 3/4" 1/8"40 80 40 80 40 40 80 80 80 80 80 80 80 80 80 80 80 80215 2-1/2" x 1" 15/16" 0.42 80214 2-1/2" x 1-1/4" 13/16" 0.45 80213 2-1/2" x 1-1/2" 11/16" 0.46 80211 2-1/2" x 2" 5/8"0.29 80210 3" x 2" 3/4"0.72 80212 3" x 2-1/2" 1/2"0.47 WEIGHT (lb.)SCHD. T/O 80104 80103 80102 CAP 80101 80100 2" 1-1/4" 1-1/2" 3/4" 1" 5/8" 11/16" 7/16" 0.31 0.20 0.10 5/16" 3/8"0.06 0.04 80106 80105 3" 2-1/2" 1" 7/8" 0.88 0.58 80 40 80 40 40 80 80 1-1/4" x 1-1/4" Groove 2-5/16" 80161 80162 T/O 1-1/2" x 1-1/2" Groove 2" x 2" Groove 2-5/16" 2-5/16" 80160 COUPLING ADAPTER 0.95 1.42 0.78 GROOVED 80163 2-1/2" x 2-1/2" Groove 2-5/16" 2.28 80164 3" x 3" Groove 2-1/4" 3.00 80169 2-1/2" x 76,1 mm Groove 2-5/16" 2.28 40 80 80 80 80 80 PIPE O.D. T/O PIPE O.D. 1-1/4" (1.660") 2" (2.375") 1-1/2" (1.900") 2-1/2" (2.875") 3" (3.500") 76,1 mm (3.000") TFP1915 Page5of6 3/4" x 3/4" NPT 13/16" 80145 80146 T/O 1' x 1" NPT 1-1/4" x 1-1/4" NPT 1-1/8" 7/8" 80142 0.63 1.03 0.41 80147 1-1/2" x 1-1/2" NPT 1-3/8" 1.42 80148 2" x 2" NPT 1-11/16" 2.66 40 40 80 40 80 3/4" x 3/4" NPT 1-5/16" 80158 1' x 1" NPT 1-3/8" 80157 0.56 0.3340 40 T/O 80177L 3/4" x 1/2" NPT 0.16401/2" 80178 1" x 1/2" NPT 0.20409/16" T/O 80258 80253 80256 2" x 1-1/2" x 1/2" NPT 2" x 2" x 1/2" NPT 1-1/4" x 1" x 1/2" NPT 1/2" 1/2" 7/16" 1-11/16"5/8" 1/2" 1-11/16" 9/16" 1-5/16" 0.56 0.62 0.30 80250 3/4" x 3/4" x 1/2" NPT 9/16" 9/16" 1" 0.22 80251 11/16"1" x 1" x 1/2" NPT 11/16" 0.291-3/16" 80249 1" x 1" x 1" NPT 15/16" 15/16" 1-9/16" 0.73 80252 1-1/4" x 1-1/4" x 1/2" NPT 7/16"7/16"0.311-5/16" 80257 1-1/2" x 1-1/4" x 1/2" NPT 1/2" 11/16" 1-7/16" 0.43 1/2"1-1/2" x 1-1/2" x 1/2" NPT80254 1/2" 0.461-7/16" 80 80 40 40 40 40 40 80 80 T/OT/O Z XY T/O 80175E 3/4" x 1/2" NPT 0.20 80176E 1" x 1/2" NPT 0.22 80 80 7/16" 7/16" 80175WL 3/4" x 1/2" NPT 0.16407/16" 80179 1" x 3/4" NPT 0.434013/16" NOMINAL TAKE-OUTFITTINGNOMINAL SIZETYPE PART NUMBER (T/O) FEMALE ADAPTER MALE ADAPTER WEIGHT (lb.)SCHD. ADAPTER (SPIGOT) SPRINKLER HEAD YXx YxZ XZ ADAPTER TEE SPRINKLER HEAD ADAPTER SPRINKLER HEAD ADAPTER SPRINKLER HEAD 80175W 3/4" x 1/2" NPT 0.19401/2" 80176W 1" x 1/2" NPT 0.18401/2" T/O T/O 80180 1" x 3/4" NPT 0.40407/8" FIGURE 2 — FITTING DIMENSIONS (Part 3 of 4) Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which havebeensubjecttomisuse,improper installation,corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP’s sole option. TFBP neither assumes, nor authorizes any person to assume forit, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer’s repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect,specialorconsequentialdam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP’s liability exceed an amount equal to the sales price. Theforegoingwarrantyismadeinlieu of any and all other warranties, ex- press or implied, including warranties ofmerchantabilityandfitnessforapar- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Page6of6 TFP1915 TYCO FIRE & BUILDING PRODUCTS,451 North Cannon Avenue, Lansdale, Pennsylvania 19446 FIGURE 2 — FITTING DIMENSIONS (Part 4 of 4) 5/8" 5/8" X Y, Z 1-5/16" 1-3/16" Xx YxZ 80459 1" x 1/2" NPT x 1/2" NPT 0.48 80460 1" x 1/2" NPT x 1/2" NPT 0.46 40 40 BACK-TO-BACK TEE T/O T/OT/O T/O T/OT/O T/O Z X X Z W Y Y 5/8" 5/8" X, Y Z, W 1-3/16" 1-5/16" X x Y x Z x W 80462 1" x 1" x 1/2" NPT x 1/2" NPT 0.46 80463 1" x 1" x 1/2" NPT x 1/2" NPT 0.47 40 40 BACK-TO-BACK CROSS NOMINAL TAKE-OUTFITTINGNOMINAL SIZETYPE PART NUMBER (T/O) WEIGHT (lb.)SCHD. T/O T/O X Y ADAPTER 90° ELBOW SPRINKLER HEAD 9/16" 3/4" XY 1" 1-1/4" XxY 80199 3/4" x 1/2" NPT 0.20 80198 1" x 1/2" NPT 0.26 40 40 1-1/16" 1-7/16"80196 1" x 3/4" NPT 0.2640 FREEDOM® RESIDENTIAL PENDENT SPRINKLER VK468 (K4.9) TECHNICAL DATA The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Form No. F_012706 Rev 14.2 Page 1 of 5 1. DESCRIPTION Viking Freedom® Residential Pendent Sprinkler VK468 is a small, thermosensitive, glass- bulb residential sprinkler available in several different finishes and temperature ratings to meet varying design requirements. The Electroless Nickel PTFE (ENT) coating has been investigated for installation in corrosive atmospheres and is C-UL-US-EU Listed as corro- sion resistant as indicated in the Approval Chart. The orifice design, with a K-Factor of 4.9 (70.6 metric†), allows efficient use of available water supplies for the hydraulically designed fire-protection system. The glass bulb operating element and special deflector characteris- tics meet the challenges of residential sprinkler standards. 2. LISTINGS AND APPROVALS UL Listed (C-UL-US-EU): Category VKKW VdS Approved NYC Approved: MEA 89-92-E, Volume 35 UL Classified to: NSF/ANSI Standard 61, Drinking Water System Components (MH48034). Refer to the Approval Chart and Design Criteria for C-UL-US-EU Listing requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 2006.Minimum Operating Pressure: Refer to the Approval Chart. Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar). Thread size: 1/2” (15 mm) NPT Nominal K-Factor: 4.9 U.S. (70.6 metric†) †Metric K-factor measurement shown is in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-1/4” (58 mm) Material Standards:Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Brass UNS-C23000, Phosphor Bronze UNS-C51000, or Brass UNS-C26000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Polytetrafluoroethylene (PTFE) Tape Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 Compression Screw: Brass UNS-C36000 For ENT coated sprinklers: Belleville spring - Exposed, Screw and Pipcap - ENT plated. Ordering Information: (Also refer to the current Viking price list.)Sprinkler: Base Part No. 13637Order Sprinkler VK468 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the tempera- ture rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M-/W, Black Polyester = M-/B, and ENT = JN Temperature Suffix: 155 °F (68 °C) = B, 175 °F (79 °C) = D For example, sprinkler VK468 with a Brass finish and a 155 °F (68 °C) temperature rating = Part No. 13637AB. Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the “Sprinkler Accessories” section of the Viking data book.) Sprinkler Wrenches: A. Standard Wrench: Part No. 10896W/B (available since 2000) B. Wrench for recessed sprinklers: Part No. 13577W/B* (available since 2006) C. Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool** Part No. 15915 (available since 2010.) *A ½” ratchet is required (not available from Viking). **Allows use from the floor by attaching a length of 1” diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F_051808. Sprinkler Cabinets: Viking Technical Data may be found on The Viking Corporation’s Web site at http://www.vikinggroupinc.com. The Web site may include a more recent edition of this Technical Data Page. (Added VdS Approval) FREEDOM® RESIDENTIAL PENDENT SPRINKLER VK468 (K4.9) TECHNICAL DATA The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Form No. F_012706 Rev 14.2 Page 2 of 5 A. Six-head capacity: Part No. 01724A (available since 1971) B. Twelve-head capacity: Part No. 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking Model VK468 Sprinkler is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking’s current list price schedule or contact Viking directly. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Classification Sprinkler Nominal Temperature Rating1 Maximum Ambient Ceiling Temperature2 Bulb Color Ordinary 155 °F (68 °C)100 °F (38 °C)Red Intermediate 175 °F (79 °C)150 °F (65 °C)Yellow Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion Resistant Coatings3: ENT Footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chart. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compat-ible with or suitable for the proposed environment. For ENT coated sprinklers, the waterway is coated. Note that the spring is exposed on sprinklers with ENT coating. Figure 1: Standard Sprinkler Wrench 10896W/B FREEDOM® RESIDENTIAL PENDENT SPRINKLER VK468 (K4.9) TECHNICAL DATA The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Form No. F_012706 Rev 14.2 Page 3 of 5 Approval ChartViking VK468, 4.9 K-Factor Residential Pendent Sprinkler For systems designed to NFPA 13D or NFPA 13R. For systems designed to NFPA 13, refer to the design criteria. For Ceiling types refer to NFPA 13, 13R or 13D 2013 Editions Sprinkler Base Part Number1 SIN NPT Thread Size Nominal K-Factor Maximum Water Working Pressure Overall Length Inches mm U.S.metric2 Inches mm 13637 VK468 1/2 15 4.9 70.6 175 psi (12 bar)2-1/4 58 Max. Coverage Area4 Ft.X Ft. (m X m) Ordinary Temp Rating (155 °F/68 °C) Intermediate Temp Rating (175 °F/79 °C)Deflector to Ceiling Installation Type Listings and Approvals3 Minimum Spacing Ft. (m) Flow4 GPM (L/min) Pressure4 PSI (bar) Flow4 GPM (L/min) Pressure4 PSI (bar) C-UL- US- EU5 VdS NYC6 NSF8 12 X 12 (3.7 X 3.7) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48) 1-1/8 to 2 inch Standard sur- face-mounted escutcheons, the Microfast® Model F-1 Adjustable Escutcheon, or recessed with the Micromatic® Model E-1, E-2, or E-3 Recessed Escutcheon See Foot- notes 7 and 10. See Foot- notes 7 and 10. See Foot- note 7. See Foot- note 7. 8 (2.4) 14 X 14 (4.3 X 4.3) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48) 16 X 16 (4.9 X 4.9) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48) 18 X 18 (5.5 X 5.5) 17 (64.4) 12.0 (0.83) 17 (64.4) 12.0 (0.83) 20 X 20 (6.1 X 6.1) 20 (75.7) 16.7 (1.15) 20 (75.7) 16.7 (1.15) Footnotes 1 Part number shown is the base part number. For complete part number, refer to Viking’s current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. Refer also to Design Criteria. 4 For areas of coverage smaller than shown, use the “Flow” and “Pressure” for the next larger area listed. Flows and pressures listed are per sprinkler. The distance from sprinklers to walls shall not exceed one-half the sprinkler spacing indicated for the minimum “Flow” and “Pressure” used. 5 Listed by Underwriter’s Laboratories, Inc. for use in the U.S., Canada, and European Union. 6 Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 35. 7 Approved Finishes are: Brass, Chrome, White Polyester, and Black Polyester9 8 UL Classified to: NSF/ANSI Standard 61, Drinking Water System Components (MH48034). 9 Other paint colors are available on request with the same C-UL-US-EU listings as the standard finish colors. 10 Approved finish is Electroless Nickel PTFE (ENT). ENT is C-UL-US-EU Listed as corrosion resistant. ENT is available with standard surface-mounted escutcheons or the Micromatic Model E-1 Recessed Escutcheon. FREEDOM® RESIDENTIAL PENDENT SPRINKLER VK468 (K4.9) TECHNICAL DATA The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Form No. F_012706 Rev 14.2 Page 4 of 5 Figure 3: Sprinkler VK468 Dimensions with a Standard Escutcheon and the Model F-1 Adjustable Escutcheon Figure 2: Wrench 13577W/B for Recessed Sprinkler FREEDOM® RESIDENTIAL PENDENT SPRINKLER VK468 (K4.9) TECHNICAL DATA The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Form No. F_012706 Rev 14.2 Page 5 of 5 Figure 4: Sprinkler VK468 Dimensions with the Model E-1 and E-2 Recessed Escutcheons DESIGN CRITERIA (Also refer to the Approval Chart.) UL Listing Requirements (C-UL-US-EU): When using Viking Residential Pendent Sprinkler VK468 for systems designed to NFPA 13D or NFPA 13R, apply the listed areas of coverage and minimum water supply requirements shown in the Approval Chart. For systems designed to NFPA 13: The number of design sprinklers is to be the four contiguous most hydraulically demanding sprinklers. The mini- mum required discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in the Approval Chart for NFPA 13D and NFPA13R applications for each listed area of coverage, or • Calculated based on a minimum discharge of 0.1 gpm/sq. ft. over the “design area” in accordance with sections 8.5.2.1 or 8.6.2.1.2 of NFPA 13. • Minimum distance between residential sprinklers: 8 ft. (2.4 m). IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to pages RES1-17 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, VdS, and any other similar Authorities Having Jurisdiction, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Final approval and acceptance of all residential sprinkler installations must be obtained from the Authorities Having Jurisdiction. (Added VdS Approval) freedom® residential concealed pendent sprinkler vk494 (k4.9) tecHnical data the viking corporation, 210 n industrial park drive, Hastings mi 49058 telephone: 269-945-9501 technical services: 877-384-5464 fax: 269-818-1680 email: techsvcs@vikingcorp.com visit the viking website for the latest edition of this technical data page. Page 1 of 5 Form No. F_012116 16.06.27 Rev 16.1 1. description Viking Freedom® Residential Concealed Pendent Sprinkler VK494 is a small thermosensitive, glass-bulb residential sprinkler designed for installation on concealed pipe systems where the appearance of a smooth ceiling is desired. The orifice design, with a K-Factor of 4.9 (70.6 metric*), allows the sprinkler’s efficient use of available water supplies for the hydraulically designed fire-protection system. The fast response glass bulb operating element and special deflector characteristics meet the challenges of residential sprinkler standards. The sprinkler is pre-assembled with a threaded adapter for installation with a low-profile small-diameter cover assembly installed flush to the ceiling. The two-piece design allows installation and testing of the sprinkler prior to installation of the cover plate. The “push-on”, “thread-off” design of the concealed cover plate assembly allows easy installation of the cover plate after the system has been tested and the ceiling finish has been applied, while also providing up to ½” (13 mm) of vertical adjustment. The cover assembly can be removed and reinstalled, allowing temporary removal of ceiling panels without taking the sprinkler system out of service or removing the sprinkler. The Electroless Nickel PTFE (ENT) coating has been investigated for installation in corrosive atmospheres and is C-UL-US-EU Listed as corrosion resistant as indicated in the Approval Charts. The ENT finish is only available for the sprinkler assembly, the cover plate is not plated. 2. listinGs and approvals Ul listed (c-Ul-Us-eU): Category VKKW Refer to the Approval Charts and Design Criteria on for C-UL-US-EU Listing requirements that must be followed. 3. tecHnical dataSpecifications:Minimum Operating Pressure: Refer to the Approval Chart.Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar).Thread size: 1/2” (15 mm) NPT Nominal K-Factor: 4.9 U.S. (70.6 metric*)Glass-bulb fluid temperature rated to -65 °F (-55 °C) * Metric K-factor measurement shown is in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. material standards:Sprinkler Body: Brass UNS-C84400 or QM BrassDeflector: Phosphor Bronze UNS-C51000Deflector Pins: Stainless Steel UNS-S30200Button: Brass UNS-C36000Pip Cap and Insert Assembly: Copper UNS-C11000 and SS UNS-S30400Compression Screw: 18-8 Stainless SteelYoke: UNS-S43000 Stainless SteelBelleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE TapeCover Adapter: Cold Rolled Steel UNS-G10080, Finish: Clear Chromate over Zinc PlatingShipping Cap: Polyethylenecover plate materials:Cover Plate Assembly: Copper UNS-C11000 and Brass UNS-C26800Spring: Beryllium NickelSolder: Eutecticordering information: (Also refer to the current Viking price list.)Viking Freedom® Residential Concealed Pendent Sprinkler VK494 and Cover Plate Assembly must be ordered separately:sprinkler: Order Sprinkler VK494 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A and ENT = JNTemperature Suffix: 155 °F (68 °C) = B, 175 °F (79 °C) = D, 200 °F (93 °C) = EFor example, sprinkler VK494 with a Brass finish and a 200 °F (93 °C) temperature rating = Part No. 20759AE.cover plate assembly: Base Part No. 13504 (2-3/4” diameter), Base Part No. 13642 (3-5/16” diameter), or Base Part No. 15394 (square cover plate, 3-5/16” diameter) (New product, new page) freedom® residential concealed pendent sprinkler vk494 (k4.9) tecHnical data the viking corporation, 210 n industrial park drive, Hastings mi 49058 telephone: 269-945-9501 technical services: 877-384-5464 fax: 269-818-1680 email: techsvcs@vikingcorp.com visit the viking website for the latest edition of this technical data page. Page 2 of 5 Form No. F_012116 16.06.27 Rev 16.1 Specify finish and temperature rating of the cover plate assembly by adding the appropriate suffixes for the finish and the cover temperature rating to the base part number:Finish Suffix: Polished Chrome = F, Brushed Chrome = F-/B, Bright Brass = B, Antique Brass = B-/A, Brushed Brass = B-/B, Brushed Copper = E-/B, Painted White = M-/W, Painted Ivory = M-/I, Painted Black = M-/BTemperature Suffix: 135 °F/57 °C = A For example, cover 13504 with a Polished Chrome finish and a 135 °F/57 °C temperature rating = 13504FA. available finishes and temperature ratings: Refer to Table 1. accessories: (Also refer to the “Sprinkler Accessories” section of the Viking data book.)sprinkler Wrenches**:A. Heavy Duty Part No. 14047W/B** (available since 2006), orB. Head Cabinet Wrench Part No. 14031*** (available since 2006) C. Optional Concealed Cover Plate Installer Tool Part No. 14412 (available since 2007)D. Optional Large Concealed Cover Plate Installer Tool Part No. 14867 (available since 2007) **Requires a ½” ratchet (not available from Viking). ***Also optional for removal of the protective cap. Ideal for sprinkler cabinets. sprinkler cabinet: Part No. 01731A (available since 1971) 4. installation Refer to appropriate NFPA Installation Standards. 5. operation During fire conditions, when the temperature around the sprinkler approaches its operating temperature, the cover plate detaches, releasing the deflector. Continued heating of the exposed sprinkler causes the heat-sensitive liquid in the glass bulb to expand, causing the glass to shatter, releasing the yoke and pip cap and sealing spring assembly. . Water flowing through the sprinkler orifice strikes the deflector, forming a uniform spray pattern over a specific area of coverage determined by the water supply pres-sure at the sprinkler to extinguish or control the fire. 6. inspections, tests and maintenance Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. availability Viking Sprinkler Model VK494 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUarantee For details of warranty, refer to Viking’s current list price schedule or contact Viking directly. table 1: available sprinkler temperatUre ratinGs and finisHes sprinkler temperature classification sprinkler nominal temperature rating1 maximum ambient ceiling temperature2 temperature rating of the cover assembly (required)3 cover plate base part number4 large cover plate base part number4 square cover plate base part number4 bulb color Ordinary 155 °F (68 °C)100 °F (38 °C)135 °F (57 °C)13504 13642 15394 Red Intermediate 175 °F (79 °C)150 °F (65 °C)135 °F (57 °C)13504 13642 15394 Yellow Intermediate 200 °F (93 °C)150 °F (65 °C)135 °F (57 °C)13504 13642 15394 Green sprinkler finishes: Brass and ENT cover plate finishes: Polished Chrome, Brushed Chrome, Bright Brass, Antique Brass, Brushed Brass, Brushed Copper, Painted White, Painted Ivory, or Painted Black corrosion resistant coatings5: ENT footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13, NFPA 13R, and NFPA 13D. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 Maximum ambient temperature for cover assembly is 100 °F (38 °C). 4 Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 5 The corrosion resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the ENT coating is applied to all exposed exterior surfaces, including the waterway. For ENT coated sprinklers, the Belleville spring is exposed. freedom® residential concealed pendent sprinkler vk494 (k4.9) tecHnical data the viking corporation, 210 n industrial park drive, Hastings mi 49058 telephone: 269-945-9501 technical services: 877-384-5464 fax: 269-818-1680 email: techsvcs@vikingcorp.com visit the viking website for the latest edition of this technical data page. Page 3 of 5 Form No. F_012116 16.06.27 Rev 16.1 approval chartviking vk494, 4.9 k-factor residential concealed pendent sprinkler for systems designed to nfpa 13d or nfpa 13r. for systems designed to nfpa 13, refer to the design criteria. for ceiling types refer to current editions of nfpa 13, 13r or 13d sprinkler base part number 1 sin npt thread size nominal k-factor maximum Water Wor- king pressureinchesmmU.s.metric 2 20759 VK494 1/2 15 4.9 70.6 175 psi (12 bar) max. coverage area 6 W X l ft. X ft. (m X m) flow Gpm (lpm) pressure psi (bar)Deflector to ceiling installation type listings and approvals3,5 minimum spacing ft. (m)155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C) Temperature Rated Sprinklers 4 12 X 12 (3.7 X 3.7) 13 (49.2) 7.0 (0.48) Refer to Figure 2 Concealed with Cover Plate Assembly. See Footnote 9. See Footnotes 7,10, & 11 8 (2.4) 14 X 14 (4.3 X 4.3) 13 (49.2) 7.0 (0.48) 16 X 16 (4.9 X 4.9) 13 (49.2) 7.0 (0.48) 18 X 18 (5.5 X 5.5) 17 (64.4) 12.0 (0.83) 20 X 20 (6.1 X 6.1) 20 (75.7) 16.7 (1.15) footnotes 1 Part number shown is the base part number. For complete part number, refer to current Viking price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. Refer also to Design Criteria. 4 Listed by Underwriter’s Laboratories, Inc. for use in the U.S., Canada, and European Union. 5 Meets New York City requirements, effective July 1, 2008. 6 For areas of coverage smaller than shown, use the “Flow” and “Pressure” for the next larger area listed. Flows and pressures listed are per sprinkler. The distance from sprinklers to walls shall not exceed one-half the sprinkler spacing indicated for the minimum “Flow” and “Pressure” used. 7 Cover Temperature Rating is 135 °F (57 °C). Cover Part No. 135041, 136421 (large diameter), or 153941 (square cover plate). 9 Other paint colors are available on request with the same listings as the standard finish colors. Listings and approvals apply for any paint manufacturer. Contact Viking for additional information. Custom colors are indicated on a label inside the cover assembly. Refer to Figure 3. 10 Accepted Cover Plate Finishes are: Polished Chrome, Brushed Chrome, Bright Brass, Antique Brass, Brushed Brass, Brushed Copper, Painted White, Painted Ivory, or Painted Black 9. 11 C-UL-US-EU Listed as corrosion resistant - Electroless Nickel PTFE (ENT) freedom® residential concealed pendent sprinkler vk494 (k4.9) tecHnical data the viking corporation, 210 n industrial park drive, Hastings mi 49058 telephone: 269-945-9501 technical services: 877-384-5464 fax: 269-818-1680 email: techsvcs@vikingcorp.com visit the viking website for the latest edition of this technical data page. Page 4 of 5 Form No. F_012116 16.06.27 Rev 16.1 desiGn criteria (Also refer to the Approval Chart on page 3.) Ul listing requirements (c-Ul-Us-eU): When using Viking Residential Concealed Pendent Sprinkler VK494 for systems designed to NFPA 13D or NFPA 13R, apply the listed areas of cover-age and minimum water supply requirements shown in the Approval Chart. For systems designed to NFPA 13: The number of design sprinklers is to be the four contiguous most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in the Approval Chart for NFPA 13D and NFPA 13R applications for each listed area of coverage, or • Calculated based on a minimum discharge of 0.1 gpm/sq. ft. over the “design area” in accordance with sections 8.5.2.1 or 8.6.2.1.2 of NFPA 13. • Minimum distance between residential sprinklers: 8 ft. (2.4 m). note: concealed sprinklers must be installed in neutral or negative pressure plenums only. important: always refer to bulletin form no. f_080415 - best practices for residential sprinkler Handling and installation. also refer to form no. f_080614 for general care, installation, and maintenance information. viking sprinklers are to be in-stalled in accordance with the latest edition of viking technical data, the appropriate standards of nfpa and any other similar authorities Having Jurisdiction, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. final approval and acceptance of all residential sprinkler installations must be obtained from the authorities Having Jurisdiction. sprinkler and adapter assembly • protective cap removed • Use wrench 14047W/b** step 1: carefully slide the wrench sideways around the deflector and pins sprinkler Wrench part no. 14047W/b** ** a 1/2” ratchet is required (not available from viking) 2-1/4” (57 mm) diameter opening required in the ceiling. step 2: carefully press the wrench upward and turn slightly to ensure engagement with the sprinkler wrench flats. figure 1: sprinkler installation and proper Wrench Usage never install the sprinkler by applying the installation wrench across the frame arms. do not overtighten. Use only the designated sprinkler wrenches, viking part numbers 14047W/b** or 14031**. a leak tight seal should be achieved by turning the sprinkler clockwise 1 to 1-1/2 turns beyond finger tight. sprinkler wrench flat sprinkler frame arms freedom® residential concealed pendent sprinkler vk494 (k4.9) tecHnical data the viking corporation, 210 n industrial park drive, Hastings mi 49058 telephone: 269-945-9501 technical services: 877-384-5464 fax: 269-818-1680 email: techsvcs@vikingcorp.com visit the viking website for the latest edition of this technical data page. Page 5 of 5 Form No. F_012116 16.06.27 Rev 16.1 figure 2: sprinkler dimensions and cover installation (New product, new page) 1/2” (15 mm) npt 2-1/8”(54mm)2-9/16” (65 mm)maximum 2-1/16” (52 mm)minimum 2-3/4” (70 mm) or 3-5/16” (84 mm)note: Upon sprinkler activation, the deflector descends to approximately 13/16” (21 mm) below the sprinkler body. figure 3: identification of custom paint for concealed covers All custom color painted cover plates will have an identifying label affixed to the inside of the cover that indicates the custom color and will have a representative sample (a paint dot) of the paint on the label.FACTORY APPLIE D C USTO M P AI NT COLORfigure 4: square cover assembly 15394 3-5/16” (84 mm) FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS 27 SPEARS® MANUFACTURING COMPANY CPVC SPECIAL REINFORCED THREAD INLET SWING CHECK VALVES SR Fipt x Socket A B C D Part Number Size A B C D Approx. Wt. (Lbs) S1520-10FSRSCO 1 1-11/16 2-15/16 4-9/16 2-5/8 .33 S1520-12FSRSCO 1-1/4 2-1/16 3-5/8 5-1/2 3-3/8 .42 S1520-15FSRSCO 1-1/2 2-7/16 3-11/16 5-5/8 3-3/8 .89 Not UL Listed CPVC SWING CHECK VALVES Socket x Socket Part Number Size A B C D Approx. Wt. (Lbs) S1520-10CO 1 1-11/16 2-5/16 4-9/16 2-5/8 .33 S1520-12CO 1-1/4 2-1/16 2-15/16 5-1/2 3-3/8 .42 S1520-15CO 1-1/2 2-7/16 3 5-5/8 3-3/8 .89 Not UL Listed A B C D COMPACT 2000 DRAIN VALVE Socket x Socket Part Number Size A B C D E 6622-007CO 3/4 1-13/16 1-1/2 3-9/16 2 3 6622-010CO 1 2-1/16 1-3/4 4 2-5/16 3-7/16 Not UL Listed D E A B C OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com 42 www.tolco.com Revision 1/21/2011 Fig. 28 - "Stand-Off" Hanger & Restrainer for CPVC Plastic Pipe Size Range — ¾" through 2" Material — Carbon Steel, Pre-Galvanized Function — Designed to be used as a hanger and restrainer for CPVC piping where the "stand-off" design will ease installation by eliminating the need for wood blocking. Features: • Flared edge design protects CPVC pipe from any rough or abrasive surfaces. • Unique twist and lock design holds pipe firmly in place and allows retrofit type of installation. • The "Stand-Off" design eliminates the need for wood block extension. • Can be installed on horizontal or vertical piping regardless of mounting surface orientation. • Attaches easily to wood structure with two hex head self-threading screws furnished with product. • Installs easily using rechargeable electrical driver with 5/16" extension socket eliminating impact tool damage to pipe. • Attaches easily to steel, minimum 18 gauge with (2) 1/4" x 1" tek type self drilling tapping screws. • UL Listed as a hanger and a restrainer for fire sprinkler piping. Approvals — Underwriters' Laboratory Listed in the USA (UL) and Canada (cUL) to support automatic fire sprinkler systems. May be installed into wood using fasteners supplied with product, or into minimum 18 gauge steel using (2) 1/4" x 1" tek type screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Fig. 28 satis- fies the UL vertical restraint requirement where needed. UL Listed as a hanger and ver- tical restraint when installed on 3/8" composite wood material. Use two Fig. 27B Speed Nuts when used as a hanger and restraint. Use one Fig. 27B Speed Nut on the upper installed screw when used as a hanger only. Order by — Figure number and pipe size. Pat. # 7,455,268, Pat. # 7,832,248 Dimensions • Weights Pipe Approx. Size A B C Wt. 3/4 31⁄32 2 31⁄2 .180 1 35⁄16 23⁄16 31⁄2 .210 11⁄4 35⁄8 23⁄8 31⁄2 .225 11⁄2 4 21⁄2 31⁄2 .310 2 41⁄2 211⁄16 35⁄8 .340 TOLCO™Fig. 29 - Double Offset Hanger & Restrainer for CPVC Plastic Pipe Size Range:Available in 3/4"(20mm)and 1"(25mm)pipe sizes Material:Pre-Galvanized Steel Function:Intended to perform as a hanger and restrainer for CPVC, plastic fire sprinkler pipe. Provides double offset 11/2”(20mm)x 11/2”(20mm)from mounting surface. This design will ease installation by eliminating the need for wood block extension and allow retro-fit attachment of hanger to sprinkler pipe. Features: • Thumb tab provides protection to restrain pipe in rough job site conditions. Tab is not required to be bent for listed installation. • Offset edge eliminates abrasion. • Attaches easily to wood structure with two special #10 x 1” hex head self-threading screws furnished with product. • Can be used as a single offset hanger by aligning "dimples" with top of mounting surface and utilizing two fasteners in two of the three holes provided. Approvals:Underwriters Laboratories Listed in the USA (UL)and Canada (cUL)as a hanger and restrainer to support fire sprinkler systems. Meets and exceeds requirements of NFPA 13, 13R and 13D. Finish:Pre-Galvanized Order By:Part number and pipe size. Patent Pending Install using a rechargeable electric drill fitted with a 5/16” (7.9mm)socket attachment with the special hex head self-tapping screws provided. Install screws until they bottom out. Pipe can be “snapped” into hanger before or after installation of the screws to the mounting surface. “Thumb tab” may be bent up to provide additional protection to the pipe, but is not required for performance of the hanger / restrainer function. Double Offset Single Offset 1.5” (38.1mm) 1.5” (38.1mm) 1.5” (38.1mm) 1.5” (38.1mm)Pipe Clamps Pipe Clamps Pipe Size Approx. Wt./100 Part No.in. (mm) lbs. (kg) 29-3/4 3/4"(20)17.0 (7.7) 29-1 1"(25)18.6 (8.4) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 103 B-Line series Pipe Hangers & SupportsEaton OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org February 8, 2022 J C Fire Protection 81705 De Oro Avenue Indio, CA 92201 Re: Residential Fire Sprinkler Plan Review – TRADITIONS – LOT 2 FSS2021-0293 / 53990 DEL GATO DRIVE, 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 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: 53990 DEL GATO DRIVE PERMIT#: FSS2021-0293 DATE ISSUED: 2/8/2022 DESCRIPTION: TRADITIONS LOT 2 CONTRACTOR: J C 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.