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FSS2022-0242ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL AARON HICKSON 6/10/2022 6/10/2022 Regarding the above submittal. A contractor is required to apply with a contractor account. I have added the contractor account to the permit. And I have attached the instructions to set up your login. The submittal is also incomplete. Please upload the Fire sprinkler Plans, Specs, and hydraulic calculations for review. Login to your etrakit account and upload to FSS2022-0242 do not apply for a new permit. E-MAIL KOHL HETRICK 8/30/2022 8/30/2022 EMAIL WITH GENERAL CONTRACTOR AND PROJECT DESIGN TEAM IN REGARDS TO THE REQUIRED SEPARATION NEEDED FROM THE OPU STORAGE AREA AND THE UNSPRINKLERED CONCEALED AREAS. SEE ATTACHMENTS FOR EMAIL. CONDITIONS Description: FIRE SPRINKLER PIPE PLAN Type: FIRE SPRINKLER (WEB)Subtype: TENANT IMPROVEMENT Status: FINALED Applied: 6/9/2022 EPRS Parcel No: 643020029 Site Address: 78935 HIGHWAY 111 LA QUINTA,CA 92253 Approved: 7/14/2022 KHET Subdivision: PM 30903 Block: Lot: 5 Issued: 7/15/2022 ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 2/7/2023 KHET Valuation: $79,082.66 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: Printed: Thursday, April 13, 2023 3:08:45 PM 1 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0242 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT Cory Street 205 Lewis Court Corona CA 92882 (951)735-5560 construction@cjsuppre ssion.com CONTRACTOR C J SUPPRESSION INC 205 LEWIS COURT CORONA CA 92882 (951)735-5560 AP@CJSUPPRESSION.C OM OWNER Target 78935 US Hwy 111 La Quinta CA 92253 (951)735-5560 construction@cjsuppre ssion.com FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE FAILED OR ADDITIONAL FIELD INSPECTIONS (EXCESSIVE) EACH 101-0000-42421 0 $175.00 $175.00 2/2/23 WEB14219 807644296 CREDIT 721124 ECON FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $167.00 $167.00 8/9/22 WEB12705 704326987 CREDIT Cory Street EPRS FIRE SPRINKLER SYSTEMS - TENANT IMPROVEMENT OVER 10 HEADS 101-0000-42420 0 $167.00 $167.00 7/15/22 WEB12496 668623581 CREDIT Cory Street EPRS FIRE SPRINKLER SYSTEMS - TENANT IMPROVEMENT OVER 10 HEADS PC 101-0000-42420 0 $333.00 $333.00 7/15/22 WEB12496 668623581 CREDIT Cory Street EPRS Total Paid for FIRE FEES: $842.00 $842.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 7/15/22 WEB12496 668623581 CREDIT Cory Street EPRS Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 Printed: Thursday, April 13, 2023 3:08:45 PM 2 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0242 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD ROUGH PIPING KHET 7/27/2022 7/27/2022 PARTIALLY APPROVED See Notes Partial Overhead rough in three separate locations see attachments for highlighted areas. Additional inspections required. OVERHEAD ROUGH PIPING KHET 8/17/2022 8/17/2022 PARTIALLY APPROVED Lounge - Okay to cover OVERHEAD ROUGH PIPING KHET 8/29/2022 8/29/2022 PARTIALLY APPROVED SEE ATTACHMENTS OPU STORAGE, FLEXIBLE FULFILLMENT REVISED PLANS AND CALCS REQUIRED AS AFFECTING THE "OPU STORAGE" ADJUSTMENTS. FINAL INSPECTION KHET 10/27/2022 10/27/2022 PARTIALLY APPROVED SEE ATTACHMENTS SEE PLAN NOTES FOR THE SCOPE OF INSPECTION AND AREAS NOW CLEARED. ADDITIONAL PHASED INSPECTIONS REQUIRED FOR THE STARBUCKS PROTION OF THE TI. ** AS-BUILT PLANS REQUIRED PRIOR TO FINAL. *** CONFIRM NEW CALC PLATES INSTALLED. CONFIRM AUXILIARY DRAIN SIGNS INSTALLED X 2 LOCATIONS OVERHEAD ROUGH PIPING KHET 2/7/2023 2/7/2023 APPROVED Final Phase FIRE FINAL**KHET 2/7/2023 2/7/2023 APPROVED Final Phase Fire clearance of Building Permit is still required separately DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 7/15/22 WEB12496 668623581 CREDIT Cory Street EPRS Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$858.00 $858.00 Printed: Thursday, April 13, 2023 3:08:45 PM 3 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0242 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 6/10/2022 Etrakit Public Registration 1ST SUBMITTAL Fire sprinkler plans Target La Quinta - Fire Sprinkler Plans.pdf 1 DOC 6/10/2022 Etrakit Public Registration 1ST SUBMITTAL Flow Test Results Target La Quinta - Fire Flow Results.pdf 1 DOC 6/10/2022 Etrakit Public Registration 1ST SUBMITTAL Hydraulic Calculations Target La Quinta - Hydraulic Calculations.pdf 1 DOC 6/10/2022 Etrakit Public Registration 1ST SUBMITTAL Material Cut Sheets Target La Quinta - Material Cut Sheets.pdf 1 DOC 6/10/2022 Etrakit Public Registration 1ST SUBMITTAL OPU 1 Calculations Target La Quinta - OPU 1 Calculations.pdf 1 DOC 6/10/2022 Etrakit Public Registration 1ST SUBMITTAL OPU 2 Calculations Target La Quinta - OPU 2 Calculations.pdf 1 DOC 11/15/2022 Etrakit Public Registration As-Built Sprinkler Plans 11.15.22 Target T-1867 La Quinta - As-Built Sprinkler Plans 11.15.22.pdf 1 DOC 7/14/2022 KOHL HETRICK FSS2022-0242 - APPROVED PLANS AND CALCS.pdf FSS2022-0242 - APPROVED PLANS AND CALCS.pdf 1 BOND INFORMATION REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST PERMIT TECH – ETRAKIT (1 DAY) AARON HICKSON 6/9/2022 6/10/2022 6/10/2022 COMPLETE 1ST FIRE - ETRAKIT (2 WK) KOHL HETRICK 6/10/2022 6/24/2022 7/14/2022 APPROVED SEE ATTACHMENTS PARENT PROJECTS Printed: Thursday, April 13, 2023 3:08:45 PM 4 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0242 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 7/14/2022 KOHL HETRICK FSS2022-0242 - COA AND JOB CARD.pdf FSS2022-0242 - COA AND JOB CARD.pdf 1 DOC 8/29/2022 KOHL HETRICK FSS2022-0242 - 8-29- 2022 INSP NOTES.pdf FSS2022-0242 - 8-29- 2022 INSP NOTES.pdf 1 DOC 9/1/2022 KOHL HETRICK FSS2022-0242 - 9-1-2022 - SEPARATION WALL - EMAIL.pdf FSS2022-0242 - 9-1-2022 - SEPARATION WALL - EMAIL.pdf 1 DOC 10/27/2022 KOHL HETRICK FSS2022-0242 - 10-27- 2022 - INSPECTION NOTES.pdf FSS2022-0242 - 10-27- 2022 - INSPECTION NOTES.pdf 1 DOC 7/27/2022 LEILANI ROJAS FSS2022-0242 - 7-27- 2022 Inspection notes.pdf FSS2022-0242 - 7-27- 2022 Inspection notes.pdf 1 Printed: Thursday, April 13, 2023 3:08:45 PM 5 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0242 $JUZPG-B2VJOUBAPPROVEDRiverside County Fire DepartmentLa Quinta Office of the Fire MarshalBy:FIRE SAFETY SPECIALIST07/14/2022 4:12:29 PMThe approval of plans and specifications does notpermit the violation, deletion, omission or faultyinstallation of any requirements of Title 24 or anyLocal Ordinances. Construction shall remainaccessible and exposed for inspection purposesuntil approved by the Fire Department.PERMIT # -FSS2022-0242Kohl HetrickReason: I am approving this documentContact Info: 760-409-5109 $JUZPG-B2VJOUB $JUZPG-B2VJOUB Hydraulic Summary Report Description: FLEXIBLE FULFILMENT Job Number: 1 Node Flow(gpm) Total Hose Streams 500.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@Name 1 91.890 68.252 23.6385000.00500.00 71.86093.150 1084.80Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 1084.80 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 500.00 Hose Allowance At Source Supplies 3505.77gal Other 0.45gpm/ft² 91ft² 1500ft² (Actual 1103ft²) 14 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix Volume capacity of Dry PipesVolume capacity of Wet Pipes 3.75 between nodes 1 and 8 Maximum Velocity Under Ground 13.16 between nodes 15 and 33 Maximum Velocity Above Ground 11.2 K-Factor 40.95 at 13.368 Most Demanding Sprinkler Data System LA QUINTA,CA. 92253 Job Site/Building 78-935 US HWY 111 AHJ TARGET Job State Certification/License NumberJob Name: 1 Contractor Contractor Number 34 Name of Contractor: CJ SUPPRESSION Address 1 205 LEWIS COURT Address 2 CORONA,CA. 92882 Contact Name Contact Title EST ExtensionPhone 951-735-5560 FAX E-mail estimating@cjsuppression.com Web-Site JORDON LUNBERG Address 3 Address 1 Address 2 Drawing Name TARGET LA QUINTA 6986 System Flow Demand 584.80 Remote Area(s) Address 3 6/7/2022© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.40.0 11:14:37AM Hydraulic Graph Report Description: FLEXIBLE FULFILMENT Job Number: 1 System Demand (Including Hose Allowance at Source) System Demand 71.860 @ 5000.00 Residual: Pressure 93.150 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 68.252 @ 584.80 68.252 @ 1084.80 Available Pressure at Time of Test 91.890 @ 1084.80 © M.E.P.CAD, Inc.6/7/2022 Page 2AutoSPRINK® VR11 v11.0.40.0 11:14:38AM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: FLEXIBLE FULFILMENT Job Number: 1 Sprinkler 305 41.74 40.95 11.2 13.890 Sprinkler 306 41.36 40.95 11.2 13.638 Sprinkler 307 41.29 40.95 11.2 13.592 Sprinkler 310 41.50 40.95 11.2 13.730 Sprinkler 311 41.12 40.95 11.2 13.481 Sprinkler 312 41.05 40.95 11.2 13.435 Sprinkler 313 41.40 40.95 11.2 13.662 Sprinkler 314 41.02 40.95 11.2 13.414 Sprinkler 315 40.95 40.95 11.2 13.368 Sprinkler 319 42.68 40.95 11.2 14.521 Sprinkler 320 42.67 40.95 11.2 14.516 Sprinkler 324 42.67 40.95 11.2 14.514 Sprinkler 325 42.67 40.95 11.2 14.515 Sprinkler 328 42.67 40.95 11.2 14.518 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.6/7/2022 Page 3AutoSPRINK® VR11 v11.0.40.0 11:14:39AM FittingsNode Elevation(Foot) Pressure(psi) Discharge(gpm) Node Analysis Report Description: FLEXIBLE FULFILMENT Job Number: 1 1 -3'-6 S 68.252 584.80 305 21'-0 Spr(-13.890) 13.890 41.74 306 21'-0 Spr(-13.638) 13.638 41.36 307 21'-0 Spr(-13.592) 13.592 41.29 310 21'-0 Spr(-13.730) 13.730 41.50 311 21'-0 Spr(-13.481) 13.481 41.12 312 21'-0 Spr(-13.435) 13.435 41.05 313 21'-0 Spr(-13.662) 13.662 41.40 314 21'-0 Spr(-13.414) 13.414 41.02 315 21'-0 Spr(-13.368) 13.368 40.95 319 21'-0 Spr(-14.521) 14.521 42.68 320 21'-0 Spr(-14.516) 14.516 42.67 324 21'-0 Spr(-14.514) 14.514 42.67 325 21'-0 Spr(-14.515) 14.515 42.67 328 21'-0 Spr(-14.518) 14.518 42.67 8 -3'-6 E(30'-6½) 66.952 9 0'-6 65.148 12 2'-0 PO(26'-4) 64.205 15 16'-0 E(13'-2) 51.975 21 2'-0 E(17'-7) 64.482 30 15'-0 PO(9'-11) 20.264 31 15'-0 PO(9'-11) 30.026 33 15'-0 T(26'-4) 30.045 39 15'-0 PO(9'-11) 20.253 40 15'-0 PO(9'-11) 27.678 51 15'-0 PO(9'-11) 20.222 52 15'-0 PO(9'-11) 26.802 58 15'-0 PO(9'-11) 20.159 59 15'-0 PO(9'-11) 26.040 64 15'-0 PO(9'-11) 20.060 65 15'-0 PO(9'-11) 25.379 73 15'-0 PO(9'-11) 19.919 74 15'-0 PO(9'-11) 24.806 79 15'-0 PO(9'-11) 19.732 80 15'-0 PO(9'-11) 24.314 85 15'-0 PO(9'-11) 19.495 86 15'-0 PO(9'-11) 23.892 92 15'-0 PO(9'-11) 19.203 93 15'-0 PO(9'-11) 23.536 99 15'-0 PO(9'-11) 18.852 100 15'-0 PO(9'-11) 23.239 105 15'-0 PO(9'-11) 18.436 106 15'-0 PO(9'-11) 22.998 111 15'-0 PO(9'-11) 17.950 112 15'-0 PO(9'-11) 22.806 114 15'-0 PO(16'-5½) 17.588 115 21'-0 T(16'-5½) 14.018 119 15'-0 PO(9'-11) 17.487 120 15'-0 PO(9'-11) 22.662 122 15'-0 PO(16'-5½) 17.417 123 21'-0 T(16'-5½) 13.857 124 15'-0 PO(16'-5½) 17.344 125 21'-0 T(16'-5½) 13.788 131 15'-0 PO(9'-11) 17.340 132 15'-0 PO(9'-11) 22.559 135 15'-0 PO(16'-5½) 17.330 136 21'-0 E(8'-3) 14.595 138 15'-0 PO(16'-5½) 17.325 139 21'-0 E(8'-3) 14.590 143 15'-0 PO(9'-11) 17.325 144 15'-0 PO(9'-11) 22.491 147 15'-0 PO(16'-5½) 17.323 © M.E.P.CAD, Inc.6/7/2022 Page 4AutoSPRINK® VR11 v11.0.40.0 11:14:40AM FittingsNode Elevation(Foot) Pressure(psi) Discharge(gpm) Node Analysis Report Description: FLEXIBLE FULFILMENT Job Number: 1 148 21'-0 E(8'-3) 14.588 150 15'-0 PO(16'-5½) 17.324 151 21'-0 E(8'-3) 14.589 155 15'-0 PO(9'-11) 17.326 156 15'-0 PO(9'-11) 22.452 163 15'-0 PO(16'-5½) 17.327 164 21'-0 E(8'-3) 14.592 178 15'-0 PO(9'-11) 17.340 179 15'-0 PO(9'-11) 22.434 186 15'-0 PO(9'-11) 22.433 194 15'-0 PO(9'-11) 17.343 © M.E.P.CAD, Inc.6/7/2022 Page 5AutoSPRINK® VR11 v11.0.40.0 11:14:40AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: FLEXIBLE FULFILMENT • • • • • Route 1 • • • • • Pf Pe Pv BL 2.6350 40.95 2.41 0.005522 8'-2½ 0.045 315 21'-0 40.95 11.2 13.368 314 21'-0 13.414 8'-2½ 120 Sprinkler Pf Pe Pv BL 2.6350 81.97 4.82 0.019939 2'-3½ 0.374 314 21'-0 41.02 11.2 13.414 16'-5½ 125 21'-0 13.788 18'-9½ 120 Sprinkler, T(16'-5½) Pf Pe Pv RN 2.6350 123.37 7.26 0.042478 6'-0 0.955 125 21'-0 41.40 13.788 16'-5½ 2.601 124 15'-0 17.344 22'-5½ 120 Flow (q) from Route 4 PO(16'-5½) Pf Pe Pv CM 4.2600 179.31 4.04 0.008177 9'-0 0.074 124 15'-0 55.95 17.344 122 15'-0 17.417 9'-0 120 Flow (q) from Route 26 Pf Pe Pv CM 4.2600 302.99 6.82 0.021581 3'-3 0.070 122 15'-0 123.68 17.417 119 15'-0 17.487 3'-3 120 Flow (q) from Route 2 Pf Pe Pv BL 1.6820 31.91 4.61 0.030976 147'-3 5.175 119 15'-0 17.487 19'-9½ 120 15'-0 22.662 167'-0½ 120 PO(9'-11) PO(9'-11) Pf Pe Pv CM 4.2600 189.32 4.26 0.009042 16'-0 0.145 120 15'-0 157.42 22.662 112 15'-0 22.806 16'-0 120 Flow (q) from Route 7 Pf Pe Pv CM 4.2600 220.15 4.96 0.011953 16'-0 0.191 112 15'-0 30.83 22.806 106 15'-0 22.998 16'-0 120 Flow (q) from Route 12 Pf Pe Pv CM 4.2600 249.95 5.63 0.015117 16'-0 0.242 106 15'-0 29.80 22.998 100 15'-0 23.239 16'-0 120 Flow (q) from Route 3 Pf Pe Pv CM 4.2600 279.14 6.28 0.018544 16'-0 0.297 100 15'-0 29.18 23.239 93 15'-0 23.536 16'-0 120 Flow (q) from Route 17 Pf Pe Pv CM 4.2600 308.13 6.94 0.022263 16'-0 0.356 93 15'-0 28.99 23.536 86 15'-0 23.892 16'-0 120 Flow (q) from Route 18 Pf Pe Pv CM 4.2600 337.35 7.59 0.026325 16'-0 0.421 86 15'-0 29.22 23.892 80 15'-0 24.314 16'-0 120 Flow (q) from Route 19 Pf Pe Pv CM 4.2600 367.22 8.27 0.030799 16'-0 0.493 80 15'-0 29.87 24.314 74 15'-0 24.806 16'-0 120 Flow (q) from Route 20 Pf Pe Pv CM 4.2600 398.15 8.96 0.035770 16'-0 0.572 74 15'-0 30.93 24.806 65 15'-0 25.379 16'-0 120 Flow (q) from Route 21 Pf Pe Pv CM 4.2600 430.54 9.69 0.041338 16'-0 0.661 65 15'-0 32.38 25.379 59 15'-0 26.040 16'-0 120 Flow (q) from Route 22 Pf Pe Pv CM 4.2600 464.73 10.46 0.047615 16'-0 0.762 59 15'-0 34.19 26.040 52 15'-0 26.802 16'-0 120 Flow (q) from Route 23 Pf Pe Pv CM 4.2600 501.06 11.28 0.054729 16'-0 0.876 52 15'-0 36.33 26.802 40 15'-0 27.678 16'-0 120 Flow (q) from Route 13 Pf Pe Pv CM 4.2600 539.84 12.15 0.062822 11'-4 2.368 40 15'-0 38.78 27.678 26'-4 33 15'-0 30.045 37'-8½ 120 Flow (q) from Route 14 T(26'-4) Pf Pe Pv CM 4.2600 584.80 13.16 0.072844 275'-5 22.363 33 15'-0 44.96 30.045 31'-7 -0.434 15 16'-0 51.975 307'-0 120 Flow (q) from Route 15 EE(5'-3), 2E(13'-2) Pf Pe Pv FR 4.2600 584.80 13.16 0.072844 13'-5½ 6.161 15 16'-0 51.975 71'-1 6.069 12 2'-0 64.205 84'-7 120 CV(28'-11½), BV(15'-9½), PO(26'-4) Pf Pe Pv CM 6.3570 584.80 5.91 0.010370 9'-1 0.277 12 2'-0 64.205 17'-7 21 2'-0 64.482 26'-8½ 120 E(17'-7) Pf Pe Pv FR 6.3570 584.80 5.91 0.010370 1'-6 0.016 21 2'-0 64.482 0.650 9 0'-6 65.148 1'-6 120 Pf Pe Pv UG 8.3900 584.80 3.39 0.002019 4'-0 0.070 9 0'-6 65.148 30'-6½ 1.734 8 -3'-6 66.952 34'-6½ 140 E(30'-6½) Pf Pe Pv UG 7.9800 584.80 3.75 0.002576 409'-0 1.300 8 -3'-6 66.952 95'-8½ 1 -3'-6 68.252 504'-8½ 140 2EE(11'-11½), 3E(23'-11), S © M.E.P.CAD, Inc.6/7/2022 Page 6AutoSPRINK® VR11 v11.0.40.0 11:14:41AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: FLEXIBLE FULFILMENT 1084.80 500.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv BL 2.6350 41.05 2.42 0.005548 8'-2½ 0.046 312 21'-0 41.05 11.2 13.435 311 21'-0 13.481 8'-2½ 120 Sprinkler Pf Pe Pv BL 2.6350 82.18 4.83 0.020032 2'-3½ 0.376 311 21'-0 41.12 11.2 13.481 16'-5½ 123 21'-0 13.857 18'-9½ 120 Sprinkler, T(16'-5½) Pf Pe Pv RN 2.6350 123.68 7.28 0.042676 6'-0 0.959 123 21'-0 41.50 13.857 16'-5½ 2.601 122 15'-0 17.417 22'-5½ 120 Flow (q) from Route 5 PO(16'-5½) • • • • • Route 3 • • • • • Pf Pe Pv BL 2.6350 41.29 2.43 0.005608 8'-2½ 0.046 307 21'-0 41.29 11.2 13.592 306 21'-0 13.638 8'-2½ 120 Sprinkler Pf Pe Pv BL 2.6350 82.65 4.86 0.020247 2'-3½ 0.380 306 21'-0 41.36 11.2 13.638 16'-5½ 115 21'-0 14.018 18'-9½ 120 Sprinkler, T(16'-5½) Pf Pe Pv RN 2.6350 124.39 7.32 0.043134 6'-0 0.969 115 21'-0 41.74 14.018 16'-5½ 2.601 114 15'-0 17.588 22'-5½ 120 Flow (q) from Route 6 PO(16'-5½) Pf Pe Pv CM 4.2600 395.48 8.90 0.035327 10'-3 0.362 114 15'-0 271.09 17.588 111 15'-0 17.950 10'-3 120 Flow (q) from Route 25 Pf Pe Pv CM 4.2600 364.65 8.21 0.030402 16'-0 0.486 111 15'-0 17.950 105 15'-0 18.436 16'-0 120 Pf Pe Pv BL 1.6820 29.80 4.30 0.027304 147'-3 4.561 105 15'-0 18.436 19'-9½ 106 15'-0 22.998 167'-0½ 120 PO(9'-11) PO(9'-11) • • • • • Route 4 • • • • • Pf Pe Pv BL 2.6350 41.40 2.44 0.005634 5'-11 0.126 313 21'-0 41.40 11.2 13.662 16'-5½ 125 21'-0 13.788 22'-5 120 Sprinkler, T(16'-5½) • • • • • Route 5 • • • • • Pf Pe Pv BL 2.6350 41.50 2.44 0.005661 5'-11 0.127 310 21'-0 41.50 11.2 13.730 16'-5½ 123 21'-0 13.857 22'-5 120 Sprinkler, T(16'-5½) • • • • • Route 6 • • • • • Pf Pe Pv BL 2.6350 41.74 2.46 0.005721 5'-11 0.128 305 21'-0 41.74 11.2 13.890 16'-5½ 115 21'-0 14.018 22'-5 120 Sprinkler, T(16'-5½) • • • • • Route 7 • • • • • Pf Pe Pv BL 2.6350 42.67 2.51 0.005959 4'-2 0.074 324 21'-0 42.67 11.2 14.514 8'-3 148 21'-0 14.588 12'-4½ 120 Sprinkler, E(8'-3) Pf Pe Pv RN 2.6350 42.67 2.51 0.005959 6'-0 0.134 148 21'-0 14.588 16'-5½ 2.601 147 15'-0 17.323 22'-5½ 120 PO(16'-5½) Pf Pe Pv CM 4.2600 34.53 0.78 0.000388 4'-5½ 0.002 147 15'-0 17.323 143 15'-0 17.325 4'-5½ 120 Pf Pe Pv BL 1.6820 31.88 4.60 0.030926 147'-3 5.166 143 15'-0 17.325 19'-9½ 144 15'-0 22.491 167'-0½ 120 PO(9'-11) PO(9'-11) Pf Pe Pv CM 4.2600 125.37 2.82 0.004218 16'-0 0.067 144 15'-0 93.49 22.491 132 15'-0 22.559 16'-0 120 Flow (q) from Route 8 Pf Pe Pv CM 4.2600 157.42 3.54 0.006427 16'-0 0.103 132 15'-0 32.05 22.559 120 15'-0 22.662 16'-0 120 Flow (q) from Route 9 • • • • • Route 8 • • • • • Pf Pe Pv BL 2.6350 42.67 2.51 0.005959 4'-2 0.074 325 21'-0 42.67 11.2 14.515 8'-3 151 21'-0 14.589 12'-4½ 120 Sprinkler, E(8'-3) Pf Pe Pv RN 2.6350 42.67 2.51 0.005959 6'-0 0.134 151 21'-0 14.589 16'-5½ 2.601 150 15'-0 17.324 22'-5½ 120 PO(16'-5½) Pf Pe Pv CM 4.2600 50.81 1.14 0.000793 3'-6½ 0.003 150 15'-0 8.14 17.324 155 15'-0 17.326 3'-6½ 120 Flow (q) from Route 28 © M.E.P.CAD, Inc.6/7/2022 Page 7AutoSPRINK® VR11 v11.0.40.0 11:14:41AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: FLEXIBLE FULFILMENT Pf Pe Pv BL 1.6820 31.74 4.58 0.030684 147'-3 5.126 155 15'-0 17.326 19'-9½ 156 15'-0 22.452 167'-0½ 120 PO(9'-11) PO(9'-11) Pf Pe Pv CM 4.2600 93.49 2.10 0.002451 16'-0 0.039 156 15'-0 61.75 22.452 144 15'-0 22.491 16'-0 120 Flow (q) from Route 10 • • • • • Route 9 • • • • • Pf Pe Pv BL 2.6350 42.67 2.51 0.005960 4'-2 0.074 320 21'-0 42.67 11.2 14.516 8'-3 139 21'-0 14.590 12'-4½ 120 Sprinkler, E(8'-3) Pf Pe Pv RN 2.6350 42.67 2.51 0.005960 6'-0 0.134 139 21'-0 14.590 16'-5½ 2.601 138 15'-0 17.325 22'-5½ 120 PO(16'-5½) Pf Pe Pv CM 4.2600 45.32 1.02 0.000642 8'-0 0.005 138 15'-0 2.65 17.325 135 15'-0 17.330 8'-0 120 Flow (q) from Route 27 Pf Pe Pv CM 4.2600 88.00 1.98 0.002191 4'-5½ 0.010 135 15'-0 42.68 17.330 131 15'-0 17.340 4'-5½ 120 Flow (q) from Route 11 Pf Pe Pv BL 1.6820 32.05 4.63 0.031241 147'-3 5.219 131 15'-0 17.340 19'-9½ 132 15'-0 22.559 167'-0½ 120 PO(9'-11) PO(9'-11) • • • • • Route 10 • • • • • Pf Pe Pv BL 2.6350 42.67 2.51 0.005960 4'-2 0.074 328 21'-0 42.67 11.2 14.518 8'-3 164 21'-0 14.592 12'-4½ 120 Sprinkler, E(8'-3) Pf Pe Pv RN 2.6350 42.67 2.51 0.005960 6'-0 0.134 164 21'-0 14.592 16'-5½ 2.601 163 15'-0 17.327 22'-5½ 120 PO(16'-5½) Pf Pe Pv CM 4.2600 61.75 1.39 0.001138 11'-6½ 0.013 163 15'-0 19.07 17.327 178 15'-0 17.340 11'-6½ 120 Flow (q) from Route 29 Pf Pe Pv BL 1.6820 31.64 4.57 0.030493 147'-3 5.094 178 15'-0 17.340 19'-9½ 179 15'-0 22.434 167'-0½ 120 PO(9'-11) PO(9'-11) Pf Pe Pv CM 4.2600 61.75 1.39 0.001138 16'-0 0.018 179 15'-0 30.11 22.434 156 15'-0 22.452 16'-0 120 Flow (q) from Route 16 • • • • • Route 11 • • • • • Pf Pe Pv BL 2.6350 42.68 2.51 0.005962 4'-2 0.074 319 21'-0 42.68 11.2 14.521 8'-3 136 21'-0 14.595 12'-4½ 120 Sprinkler, E(8'-3) Pf Pe Pv RN 2.6350 42.68 2.51 0.005962 6'-0 0.134 136 21'-0 14.595 16'-5½ 2.601 135 15'-0 17.330 22'-5½ 120 PO(16'-5½) • • • • • Route 12 • • • • • Pf Pe Pv BL 1.6820 30.83 4.45 0.029071 147'-3 4.856 111 15'-0 17.950 19'-9½ 112 15'-0 22.806 167'-0½ 120 PO(9'-11) PO(9'-11) • • • • • Route 13 • • • • • Pf Pe Pv BL 1.6820 36.33 5.25 0.039392 147'-3 6.580 51 15'-0 120.08 20.222 19'-9½ 52 15'-0 26.802 167'-0½ 120 PO(9'-11), Flow (q) from Route 24 PO(9'-11) • • • • • Route 14 • • • • • Pf Pe Pv CM 4.2600 83.74 1.89 0.001999 16'-0 0.032 51 15'-0 120.08 20.222 39 15'-0 20.253 16'-0 120 Flow (q) from Route 24 Pf Pe Pv BL 1.6820 38.78 5.60 0.044442 147'-3 7.424 39 15'-0 20.253 19'-9½ 40 15'-0 27.678 167'-0½ 120 PO(9'-11) PO(9'-11) • • • • • Route 15 • • • • • Pf Pe Pv CM 4.2600 44.96 1.01 0.000633 16'-0 0.010 39 15'-0 20.253 30 15'-0 20.264 16'-0 120 Pf Pe Pv BL 1.6820 44.96 6.49 0.058438 147'-3 9.762 30 15'-0 20.264 19'-9½ 31 15'-0 30.026 167'-0½ 120 PO(9'-11) PO(9'-11) Pf Pe Pv CM 4.2600 44.96 1.01 0.000633 4'-8 0.020 31 15'-0 30.026 26'-4 33 15'-0 30.045 31'-0 120 T(26'-4) • • • • • Route 16 • • • • • © M.E.P.CAD, Inc.6/7/2022 Page 8AutoSPRINK® VR11 v11.0.40.0 11:14:41AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: FLEXIBLE FULFILMENT Pf Pe Pv CM 4.2600 30.11 0.68 0.000301 10'-0 0.003 178 15'-0 17.340 194 15'-0 17.343 10'-0 120 Pf Pe Pv BL 1.6820 30.11 4.35 0.027829 153'-2½ 5.090 194 15'-0 17.343 29'-8½ 186 15'-0 22.433 182'-10½ 120 PO(9'-11) 2E(4'-11½), PO(9'-11) Pf Pe Pv CM 4.2600 30.11 0.68 0.000301 4'-0½ 0.001 186 15'-0 22.433 179 15'-0 22.434 4'-0½ 120 • • • • • Route 17 • • • • • Pf Pe Pv CM 4.2600 334.85 7.54 0.025965 16'-0 0.415 105 15'-0 18.436 99 15'-0 18.852 16'-0 120 Pf Pe Pv BL 1.6820 29.18 4.21 0.026265 147'-3 4.388 99 15'-0 18.852 19'-9½ 100 15'-0 23.239 167'-0½ 120 PO(9'-11) PO(9'-11) • • • • • Route 18 • • • • • Pf Pe Pv CM 4.2600 305.66 6.88 0.021935 16'-0 0.351 99 15'-0 18.852 92 15'-0 19.203 16'-0 120 Pf Pe Pv BL 1.6820 28.99 4.19 0.025941 147'-3 4.333 92 15'-0 19.203 19'-9½ 93 15'-0 23.536 167'-0½ 120 PO(9'-11) PO(9'-11) • • • • • Route 19 • • • • • Pf Pe Pv CM 4.2600 276.68 6.23 0.018242 16'-0 0.292 92 15'-0 19.203 85 15'-0 19.495 16'-0 120 Pf Pe Pv BL 1.6820 29.22 4.22 0.026326 147'-3 4.398 85 15'-0 19.495 19'-9½ 86 15'-0 23.892 167'-0½ 120 PO(9'-11) PO(9'-11) • • • • • Route 20 • • • • • Pf Pe Pv CM 4.2600 247.46 5.57 0.014839 16'-0 0.237 85 15'-0 19.495 79 15'-0 19.732 16'-0 120 Pf Pe Pv BL 1.6820 29.87 4.31 0.027426 147'-3 4.581 79 15'-0 19.732 19'-9½ 80 15'-0 24.314 167'-0½ 120 PO(9'-11) PO(9'-11) • • • • • Route 21 • • • • • Pf Pe Pv CM 4.2600 217.58 4.90 0.011696 16'-0 0.187 79 15'-0 19.732 73 15'-0 19.919 16'-0 120 Pf Pe Pv BL 1.6820 30.93 4.47 0.029255 147'-3 4.887 73 15'-0 19.919 19'-9½ 74 15'-0 24.806 167'-0½ 120 PO(9'-11) PO(9'-11) • • • • • Route 22 • • • • • Pf Pe Pv CM 4.2600 186.65 4.20 0.008807 16'-0 0.141 73 15'-0 19.919 64 15'-0 20.060 16'-0 120 Pf Pe Pv BL 1.6820 32.38 4.68 0.031838 147'-3 5.319 64 15'-0 20.060 19'-9½ 65 15'-0 25.379 167'-0½ 120 PO(9'-11) PO(9'-11) • • • • • Route 23 • • • • • Pf Pe Pv CM 4.2600 154.27 3.47 0.006191 16'-0 0.099 64 15'-0 20.060 58 15'-0 20.159 16'-0 120 Pf Pe Pv BL 1.6820 34.19 4.94 0.035204 147'-3 5.881 58 15'-0 20.159 19'-9½ 59 15'-0 26.040 167'-0½ 120 PO(9'-11) PO(9'-11) • • • • • Route 24 • • • • • Pf Pe Pv CM 4.2600 120.08 2.70 0.003894 16'-0 0.062 58 15'-0 20.159 51 15'-0 20.222 16'-0 120 • • • • • Route 25 • • • • • Pf Pe Pv CM 4.2600 271.09 6.10 0.017566 5'-9 0.101 119 15'-0 17.487 114 15'-0 17.588 5'-9 120 • • • • • Route 26 • • • • • Pf Pe Pv CM 4.2600 55.95 1.26 0.000948 3'-9 0.004 131 15'-0 17.340 124 15'-0 17.344 3'-9 120 • • • • • Route 27 • • • • • © M.E.P.CAD, Inc.6/7/2022 Page 9AutoSPRINK® VR11 v11.0.40.0 11:14:41AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: FLEXIBLE FULFILMENT Pf Pe Pv CM 4.2600 2.65 0.06 0.000003 3'-6½ 0.000 143 15'-0 17.325 138 15'-0 17.325 3'-6½ 120 • • • • • Route 28 • • • • • Pf Pe Pv CM 4.2600 8.14 0.18 0.000027 8'-0 0.000 147 15'-0 17.323 150 15'-0 17.324 8'-0 120 • • • • • Route 29 • • • • • Pf Pe Pv CM 4.2600 19.07 0.43 0.000129 4'-5½ 0.001 155 15'-0 17.326 163 15'-0 17.327 4'-5½ 120 1.51 Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve ZCap 4.87 150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.6/7/2022 Page 10AutoSPRINK® VR11 v11.0.40.0 11:14:41AM Hydraulic Summary Report Description: OPU STORAGE 1 Job Number: 1 Node Flow(gpm) Total Hose Streams 500.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@Name 1 91.289 75.341 15.9495000.00500.00 71.86093.150 1339.03Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 1339.03 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 500.00 Hose Allowance At Source Supplies 3505.77gal Other 0.45gpm/ft² 80ft² 1500ft² (Actual 1549ft²) 22 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix Volume capacity of Dry PipesVolume capacity of Wet Pipes 5.38 between nodes 1 and 8 Maximum Velocity Under Ground 18.89 between nodes 16 and 20 Maximum Velocity Above Ground 11.2 K-Factor 36.00 at 10.332 Most Demanding Sprinkler Data System LA QUINTA,CA. 92253 Job Site/Building 78-935 US HWY 111 AHJ TARGET Job State Certification/License NumberJob Name: 1 Contractor Contractor Number 34 Name of Contractor: CJ SUPPRESSION Address 1 205 LEWIS COURT Address 2 CORONA,CA. 92882 Contact Name Contact Title EST ExtensionPhone 951-735-5560 FAX E-mail estimating@cjsuppression.com Web-Site JORDON LUNBERG Address 3 Address 1 Address 2 Drawing Name TARGET LA QUINTA 6986 System Flow Demand 839.03 Remote Area(s) Address 3 6/7/2022© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.40.0 11:05:59AM Hydraulic Graph Report Description: OPU STORAGE 1 Job Number: 1 System Demand (Including Hose Allowance at Source) System Demand 71.860 @ 5000.00 Residual: Pressure 93.150 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 75.341 @ 839.03 75.341 @ 1339.03 Available Pressure at Time of Test 91.289 @ 1339.03 © M.E.P.CAD, Inc.6/7/2022 Page 2AutoSPRINK® VR11 v11.0.40.0 11:06:00AM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: OPU STORAGE 1 Job Number: 1 Sprinkler 329 36.38 36.00 11.2 10.553 Sprinkler 330 36.41 36.00 11.2 10.566 Sprinkler 331 36.48 36.00 11.2 10.611 Sprinkler 332 36.65 36.00 11.2 10.708 Sprinkler 333 36.93 36.00 11.2 10.872 Sprinkler 334 37.35 36.00 11.2 11.122 Sprinkler 335 37.94 36.00 11.2 11.474 Sprinkler 336 38.71 36.00 11.2 11.946 Sprinkler 337 39.69 36.00 11.2 12.558 Sprinkler 338 40.74 36.00 11.2 13.233 Sprinkler 339 44.44 36.00 11.2 15.746 Sprinkler 342 36.00 36.00 11.2 10.332 Sprinkler 343 36.02 36.00 11.2 10.344 Sprinkler 344 36.10 36.00 11.2 10.389 Sprinkler 345 36.26 36.00 11.2 10.483 Sprinkler 346 36.54 36.00 11.2 10.644 Sprinkler 347 36.96 36.00 11.2 10.889 Sprinkler 348 37.54 36.00 11.2 11.234 Sprinkler 349 38.31 36.00 11.2 11.697 Sprinkler 350 39.28 36.00 11.2 12.297 Sprinkler 351 40.32 36.00 11.2 12.959 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.6/7/2022 Page 3AutoSPRINK® VR11 v11.0.40.0 11:06:01AM FittingsNode Elevation(Foot) Pressure(psi) Discharge(gpm) Node Analysis Report Description: OPU STORAGE 1 Job Number: 1 1 -3'-6 S 75.341 839.03 329 21'-0 Spr(-10.553) 10.553 36.38 330 21'-0 Spr(-10.566) 10.566 36.41 331 21'-0 Spr(-10.611) 10.611 36.48 332 21'-0 Spr(-10.708) 10.708 36.65 333 21'-0 Spr(-10.872) 10.872 36.93 334 21'-0 Spr(-11.122) 11.122 37.35 335 21'-0 Spr(-11.474) 11.474 37.94 336 21'-0 Spr(-11.946) 11.946 38.71 337 21'-0 Spr(-12.558) 12.558 39.69 338 21'-0 Spr(-13.233) 13.233 40.74 339 21'-0 Spr(-15.746) 15.746 44.44 342 21'-0 Spr(-10.332) 10.332 36.00 343 21'-0 Spr(-10.344) 10.344 36.02 344 21'-0 Spr(-10.389) 10.389 36.10 345 21'-0 Spr(-10.483) 10.483 36.26 346 21'-0 Spr(-10.644) 10.644 36.54 347 21'-0 Spr(-10.889) 10.889 36.96 348 21'-0 Spr(-11.234) 11.234 37.54 349 21'-0 Spr(-11.697) 11.697 38.31 350 21'-0 Spr(-12.297) 12.297 39.28 351 21'-0 Spr(-12.959) 12.959 40.32 352 21'-0 Spr(-15.423) 15.423 43.99 8 -3'-6 E(30'-6½) 72.805 9 0'-6 70.935 16 2'-0 T(26'-4) 69.825 20 15'-0 E(17'-7) 52.318 21 2'-0 E(17'-7) 70.255 29 15'-0 PO(9'-11) 34.742 32 15'-0 PO(9'-11) 46.799 38 15'-0 PO(9'-11) 34.730 41 15'-0 PO(9'-11) 46.811 44 15'-0 T(26'-4) 46.887 45 15'-0 PO(26'-4) 51.566 46 15'-0 T(26'-4) 45.763 47 15'-0 E(13'-2) 51.527 50 15'-0 PO(9'-11) 34.685 53 15'-0 PO(9'-11) 41.759 57 15'-0 PO(9'-11) 34.604 60 15'-0 PO(9'-11) 40.131 63 15'-0 PO(9'-11) 34.484 66 15'-0 PO(9'-11) 38.641 72 15'-0 PO(9'-11) 34.324 75 15'-0 PO(9'-11) 37.266 78 15'-0 PO(9'-11) 34.128 81 15'-0 PO(9'-11) 35.983 84 15'-0 PO(9'-11) 33.902 87 15'-0 PO(9'-11) 34.769 91 15'-0 PO(9'-11) 33.653 94 15'-0 PO(9'-11) 33.601 98 15'-0 PO(9'-11) 33.410 101 15'-0 PO(9'-11) 32.422 104 15'-0 PO(9'-11) 33.190 107 15'-0 PO(9'-11) 31.195 110 15'-0 PO(9'-11) 33.001 113 15'-0 PO(9'-11) 29.896 118 15'-0 PO(9'-11) 32.849 121 15'-0 PO(9'-11) 28.501 130 15'-0 PO(9'-11) 32.736 133 15'-0 PO(9'-11) 26.988 142 15'-0 PO(9'-11) 32.661 145 15'-0 PO(9'-11) 25.332 © M.E.P.CAD, Inc.6/7/2022 Page 4AutoSPRINK® VR11 v11.0.40.0 11:06:02AM FittingsNode Elevation(Foot) Pressure(psi) Discharge(gpm) Node Analysis Report Description: OPU STORAGE 1 Job Number: 1 154 15'-0 PO(9'-11) 32.622 157 15'-0 PO(9'-11) 23.505 170 21'-0 PO(20'-2) 15.805 174 15'-0 PO(8'-0) 32.610 175 15'-0 E(4'-11½) 25.391 180 21'-0 PO(9'-11) 15.556 185 21'-0 PO(20'-2) 15.481 © M.E.P.CAD, Inc.6/7/2022 Page 5AutoSPRINK® VR11 v11.0.40.0 11:06:02AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: OPU STORAGE 1 • • • • • Route 1 • • • • • Pf Pe Pv BL 3.2600 36.00 1.38 0.001543 8'-0 0.012 342 21'-0 36.00 11.2 10.332 343 21'-0 10.344 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 72.02 2.77 0.005567 8'-0 0.045 343 21'-0 36.02 11.2 10.344 344 21'-0 10.389 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 108.12 4.16 0.011804 8'-0 0.094 344 21'-0 36.10 11.2 10.389 345 21'-0 10.483 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 144.38 5.55 0.020155 8'-0 0.161 345 21'-0 36.26 11.2 10.483 346 21'-0 10.644 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 180.92 6.95 0.030595 8'-0 0.245 346 21'-0 36.54 11.2 10.644 347 21'-0 10.889 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 217.88 8.37 0.043151 8'-0 0.345 347 21'-0 36.96 11.2 10.889 348 21'-0 11.234 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 255.42 9.82 0.057904 8'-0 0.463 348 21'-0 37.54 11.2 11.234 349 21'-0 11.697 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 293.73 11.29 0.074986 8'-0 0.600 349 21'-0 38.31 11.2 11.697 350 21'-0 12.297 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 333.00 12.80 0.094583 7'-0 0.662 350 21'-0 39.28 11.2 12.297 351 21'-0 12.959 7'-0 120 Sprinkler Pf Pe Pv BL 3.2600 373.32 14.35 0.116852 1'-5 2.522 351 21'-0 40.32 11.2 12.959 20'-2 185 21'-0 15.481 21'-7 120 Sprinkler, PO(20'-2) Pf Pe Pv CM 4.2600 417.31 9.39 0.039019 1'-11 0.075 185 21'-0 43.99 15.481 180 21'-0 15.556 1'-11 120 Flow (q) from Route 3 Pf Pe Pv CM 4.2600 367.02 8.26 0.030768 8'-1 0.249 180 21'-0 15.556 170 21'-0 15.805 8'-1 120 Pf Pe Pv CM 4.2600 788.75 17.75 0.126696 13'-11 5.100 170 21'-0 377.29 15.805 26'-4 2.601 157 15'-0 23.505 40'-3 120 Flow (q) from Route 2 2E(13'-2) Pf Pe Pv CM 4.2600 745.52 16.78 0.114150 16'-0 1.826 157 15'-0 23.505 145 15'-0 25.332 16'-0 120 Pf Pe Pv CM 4.2600 707.10 15.92 0.103506 16'-0 1.656 145 15'-0 25.332 133 15'-0 26.988 16'-0 120 Pf Pe Pv CM 4.2600 673.41 15.16 0.094568 16'-0 1.513 133 15'-0 26.988 121 15'-0 28.501 16'-0 120 Pf Pe Pv CM 4.2600 644.44 14.51 0.087180 16'-0 1.395 121 15'-0 28.501 113 15'-0 29.896 16'-0 120 Pf Pe Pv CM 4.2600 620.29 13.96 0.081233 16'-0 1.300 113 15'-0 29.896 107 15'-0 31.195 16'-0 120 Pf Pe Pv CM 4.2600 601.28 13.53 0.076687 16'-0 1.227 107 15'-0 31.195 101 15'-0 32.422 16'-0 120 Pf Pe Pv CM 4.2600 588.28 13.24 0.073647 16'-0 1.178 101 15'-0 32.422 94 15'-0 33.601 16'-0 120 Pf Pe Pv CM 4.2600 585.61 13.18 0.073031 16'-0 1.168 94 15'-0 33.601 87 15'-0 34.769 16'-0 120 Pf Pe Pv CM 4.2600 597.74 13.45 0.075853 16'-0 1.214 87 15'-0 12.12 34.769 81 15'-0 35.983 16'-0 120 Flow (q) from Route 7 Pf Pe Pv CM 4.2600 616.02 13.87 0.080200 16'-0 1.283 81 15'-0 18.28 35.983 75 15'-0 37.266 16'-0 120 Flow (q) from Route 13 Pf Pe Pv CM 4.2600 639.47 14.39 0.085940 16'-0 1.375 75 15'-0 23.46 37.266 66 15'-0 38.641 16'-0 120 Flow (q) from Route 11 © M.E.P.CAD, Inc.6/7/2022 Page 6AutoSPRINK® VR11 v11.0.40.0 11:06:04AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: OPU STORAGE 1 Pf Pe Pv CM 4.2600 667.75 15.03 0.093103 16'-0 1.490 66 15'-0 28.28 38.641 60 15'-0 40.131 16'-0 120 Flow (q) from Route 12 Pf Pe Pv CM 4.2600 700.73 15.77 0.101789 16'-0 1.629 60 15'-0 32.98 40.131 53 15'-0 41.759 16'-0 120 Flow (q) from Route 9 Pf Pe Pv CM 4.2600 738.42 16.62 0.112148 9'-4½ 4.003 53 15'-0 37.69 41.759 26'-4 46 15'-0 45.763 35'-8½ 120 Flow (q) from Route 10 T(26'-4) Pf Pe Pv CM 4.2600 454.33 10.23 0.045663 113'-0½ 5.764 46 15'-0 45.763 13'-2 47 15'-0 51.527 126'-2½ 120 E(13'-2) Pf Pe Pv CM 6.3570 454.33 4.59 0.006501 6'-0 0.039 47 15'-0 51.527 45 15'-0 51.566 6'-0 120 Pf Pe Pv CM 6.3570 839.03 8.48 0.020221 19'-7 0.752 45 15'-0 384.70 51.566 17'-7 20 15'-0 52.318 37'-2½ 120 Flow (q) from Route 5 E(17'-7) Pf Pe Pv FR 4.2600 839.03 18.89 0.142044 12'-5½ 11.871 20 15'-0 52.318 71'-1 5.636 16 2'-0 69.825 83'-7 120 CV(28'-11½), BV(15'-9½), T(26'-4) Pf Pe Pv CM 6.3570 839.03 8.48 0.020221 3'-8 0.430 16 2'-0 69.825 17'-7 21 2'-0 70.255 21'-3 120 E(17'-7) Pf Pe Pv FR 6.3570 839.03 8.48 0.020221 1'-6 0.030 21 2'-0 70.255 0.650 9 0'-6 70.935 1'-6 120 Pf Pe Pv UG 8.3900 839.03 4.87 0.003936 4'-0 0.136 9 0'-6 70.935 30'-6½ 1.734 8 -3'-6 72.805 34'-6½ 140 E(30'-6½) Pf Pe Pv UG 7.9800 839.03 5.38 0.005024 409'-0 2.536 8 -3'-6 72.805 95'-8½ 1 -3'-6 75.341 504'-8½ 140 2EE(11'-11½), 3E(23'-11), S 1339.03 500.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv BL 3.2600 36.38 1.40 0.001574 8'-0 0.013 329 21'-0 36.38 11.2 10.553 330 21'-0 10.566 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 72.79 2.80 0.005677 8'-0 0.045 330 21'-0 36.41 11.2 10.566 331 21'-0 10.611 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 109.27 4.20 0.012038 8'-0 0.096 331 21'-0 36.48 11.2 10.611 332 21'-0 10.708 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 145.92 5.61 0.020555 8'-0 0.164 332 21'-0 36.65 11.2 10.708 333 21'-0 10.872 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 182.85 7.03 0.031201 8'-0 0.250 333 21'-0 36.93 11.2 10.872 334 21'-0 11.122 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 220.20 8.46 0.044006 8'-0 0.352 334 21'-0 37.35 11.2 11.122 335 21'-0 11.474 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 258.14 9.92 0.059050 8'-0 0.472 335 21'-0 37.94 11.2 11.474 336 21'-0 11.946 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 296.85 11.41 0.076469 8'-0 0.612 336 21'-0 38.71 11.2 11.946 337 21'-0 12.558 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 336.54 12.94 0.096451 7'-0 0.675 337 21'-0 39.69 11.2 12.558 338 21'-0 13.233 7'-0 120 Sprinkler Pf Pe Pv BL 3.2600 377.29 14.50 0.119158 1'-5 2.571 338 21'-0 40.74 11.2 13.233 20'-2 170 21'-0 15.805 21'-7 120 Sprinkler, PO(20'-2) • • • • • Route 3 • • • • • Pf Pe Pv BL 3.2600 43.99 1.69 0.002236 5'-7 0.058 352 21'-0 43.99 11.2 15.423 20'-2 185 21'-0 15.481 25'-9 120 Sprinkler, PO(20'-2) • • • • • Route 4 • • • • • © M.E.P.CAD, Inc.6/7/2022 Page 7AutoSPRINK® VR11 v11.0.40.0 11:06:04AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: OPU STORAGE 1 Pf Pe Pv BL 3.2600 44.44 1.71 0.002279 5'-7 0.059 339 21'-0 44.44 11.2 15.746 20'-2 170 21'-0 15.805 25'-9 120 Sprinkler, PO(20'-2) • • • • • Route 5 • • • • • Pf Pe Pv BL 1.6820 50.33 7.27 0.071999 148'-0 12.081 38 15'-0 100.61 34.730 19'-9½ 41 15'-0 46.811 167'-9½ 120 PO(9'-11), Flow (q) from Route 22 PO(9'-11) Pf Pe Pv CM 4.2600 100.61 2.26 0.002808 0'-7½ 0.076 41 15'-0 50.28 46.811 26'-4 44 15'-0 46.887 26'-11½ 120 Flow (q) from Route 6 T(26'-4) Pf Pe Pv CM 4.2600 384.70 8.66 0.033567 113'-0½ 4.679 44 15'-0 284.09 46.887 26'-4 45 15'-0 51.566 139'-4½ 120 Flow (q) from Route 8 PO(26'-4) • • • • • Route 6 • • • • • Pf Pe Pv CM 4.2600 50.28 1.13 0.000778 16'-0 0.012 38 15'-0 100.61 34.730 29 15'-0 34.742 16'-0 120 Flow (q) from Route 22 Pf Pe Pv BL 1.6820 50.28 7.26 0.071851 148'-0 12.056 29 15'-0 34.742 19'-9½ 32 15'-0 46.799 167'-9½ 120 PO(9'-11) PO(9'-11) Pf Pe Pv CM 4.2600 50.28 1.13 0.000778 16'-0 0.012 32 15'-0 46.799 41 15'-0 46.811 16'-0 120 • • • • • Route 7 • • • • • Pf Pe Pv BL 1.6820 50.29 7.26 0.071879 80'-10 7.234 180 21'-0 15.556 19'-9½ 2.601 175 15'-0 25.391 100'-7½ 120 PO(9'-11) 2E(4'-11½) Pf Pe Pv BL 1.6100 50.29 7.93 0.088947 73'-2 7.218 175 15'-0 25.391 8'-0 174 15'-0 32.610 81'-2 120 PO(8'-0) Pf Pe Pv CM 4.2600 50.29 1.13 0.000778 16'-0 0.012 174 15'-0 32.610 154 15'-0 32.622 16'-0 120 Pf Pe Pv CM 4.2600 93.52 2.11 0.002452 16'-0 0.039 154 15'-0 43.23 32.622 142 15'-0 32.661 16'-0 120 Flow (q) from Route 21 Pf Pe Pv CM 4.2600 131.94 2.97 0.004636 16'-0 0.074 142 15'-0 38.42 32.661 130 15'-0 32.736 16'-0 120 Flow (q) from Route 20 Pf Pe Pv CM 4.2600 165.62 3.73 0.007060 16'-0 0.113 130 15'-0 33.69 32.736 118 15'-0 32.849 16'-0 120 Flow (q) from Route 19 Pf Pe Pv CM 4.2600 194.59 4.38 0.009513 16'-0 0.152 118 15'-0 28.97 32.849 110 15'-0 33.001 16'-0 120 Flow (q) from Route 18 Pf Pe Pv CM 4.2600 218.74 4.92 0.011812 16'-0 0.189 110 15'-0 24.15 33.001 104 15'-0 33.190 16'-0 120 Flow (q) from Route 17 Pf Pe Pv CM 4.2600 237.75 5.35 0.013780 16'-0 0.220 104 15'-0 19.01 33.190 98 15'-0 33.410 16'-0 120 Flow (q) from Route 16 Pf Pe Pv CM 4.2600 250.76 5.64 0.015207 16'-0 0.243 98 15'-0 13.00 33.410 91 15'-0 33.653 16'-0 120 Flow (q) from Route 15 Pf Pe Pv CM 4.2600 253.42 5.70 0.015507 16'-0 0.248 91 15'-0 2.67 33.653 84 15'-0 33.902 16'-0 120 Flow (q) from Route 14 Pf Pe Pv BL 1.6820 12.12 1.75 0.005171 148'-0 0.868 84 15'-0 33.902 19'-9½ 87 15'-0 34.769 167'-9½ 120 PO(9'-11) PO(9'-11) • • • • • Route 8 • • • • • Pf Pe Pv CM 4.2600 284.09 6.39 0.019157 6'-0 1.124 46 15'-0 45.763 52'-8 44 15'-0 46.887 58'-8 120 T(26'-4) T(26'-4) • • • • • Route 9 • • • • • Pf Pe Pv BL 1.6820 32.98 4.76 0.032939 148'-0 5.527 57 15'-0 171.29 34.604 19'-9½ 60 15'-0 40.131 167'-9½ 120 PO(9'-11), Flow (q) from Route 23 PO(9'-11) • • • • • Route 10 • • • • • © M.E.P.CAD, Inc.6/7/2022 Page 8AutoSPRINK® VR11 v11.0.40.0 11:06:04AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: OPU STORAGE 1 Pf Pe Pv CM 4.2600 138.30 3.11 0.005058 16'-0 0.081 57 15'-0 171.29 34.604 50 15'-0 34.685 16'-0 120 Flow (q) from Route 23 Pf Pe Pv BL 1.6820 37.69 5.44 0.042162 148'-0 7.075 50 15'-0 34.685 19'-9½ 53 15'-0 41.759 167'-9½ 120 PO(9'-11) PO(9'-11) • • • • • Route 11 • • • • • Pf Pe Pv BL 1.6820 23.46 3.39 0.017533 148'-0 2.942 72 15'-0 223.02 34.324 19'-9½ 75 15'-0 37.266 167'-9½ 120 PO(9'-11), Flow (q) from Route 24 PO(9'-11) • • • • • Route 12 • • • • • Pf Pe Pv CM 4.2600 199.56 4.49 0.009967 16'-0 0.159 72 15'-0 223.02 34.324 63 15'-0 34.484 16'-0 120 Flow (q) from Route 24 Pf Pe Pv BL 1.6820 28.28 4.08 0.024777 148'-0 4.158 63 15'-0 34.484 19'-9½ 66 15'-0 38.641 167'-9½ 120 PO(9'-11) PO(9'-11) • • • • • Route 13 • • • • • Pf Pe Pv CM 4.2600 241.30 5.43 0.014163 16'-0 0.227 84 15'-0 33.902 78 15'-0 34.128 16'-0 120 Pf Pe Pv BL 1.6820 18.28 2.64 0.011053 148'-0 1.855 78 15'-0 34.128 19'-9½ 81 15'-0 35.983 167'-9½ 120 PO(9'-11) PO(9'-11) • • • • • Route 14 • • • • • Pf Pe Pv BL 1.6820 2.67 0.38 0.000314 148'-0 0.053 94 15'-0 33.601 19'-9½ 91 15'-0 33.653 167'-9½ 120 PO(9'-11) PO(9'-11) • • • • • Route 15 • • • • • Pf Pe Pv BL 1.6820 13.00 1.88 0.005886 148'-0 0.988 101 15'-0 32.422 19'-9½ 98 15'-0 33.410 167'-9½ 120 PO(9'-11) PO(9'-11) • • • • • Route 16 • • • • • Pf Pe Pv BL 1.6820 19.01 2.74 0.011885 148'-0 1.994 107 15'-0 31.195 19'-9½ 104 15'-0 33.190 167'-9½ 120 PO(9'-11) PO(9'-11) • • • • • Route 17 • • • • • Pf Pe Pv BL 1.6820 24.15 3.49 0.018504 148'-0 3.105 113 15'-0 29.896 19'-9½ 110 15'-0 33.001 167'-9½ 120 PO(9'-11) PO(9'-11) • • • • • Route 18 • • • • • Pf Pe Pv BL 1.6820 28.97 4.18 0.025910 148'-0 4.348 121 15'-0 28.501 19'-9½ 118 15'-0 32.849 167'-9½ 120 PO(9'-11) PO(9'-11) • • • • • Route 19 • • • • • Pf Pe Pv BL 1.6820 33.69 4.86 0.034254 148'-0 5.748 133 15'-0 26.988 19'-9½ 130 15'-0 32.736 167'-9½ 120 PO(9'-11) PO(9'-11) • • • • • Route 20 • • • • • Pf Pe Pv BL 1.6820 38.42 5.55 0.043681 148'-0 7.330 145 15'-0 25.332 19'-9½ 142 15'-0 32.661 167'-9½ 120 PO(9'-11) PO(9'-11) • • • • • Route 21 • • • • • Pf Pe Pv BL 1.6820 43.23 6.24 0.054332 148'-0 9.117 157 15'-0 23.505 19'-9½ 154 15'-0 32.622 167'-9½ 120 PO(9'-11) PO(9'-11) • • • • • Route 22 • • • • • Pf Pe Pv CM 4.2600 100.61 2.26 0.002808 16'-0 0.045 50 15'-0 34.685 38 15'-0 34.730 16'-0 120 • • • • • Route 23 • • • • • Pf Pe Pv CM 4.2600 171.29 3.86 0.007513 16'-0 0.120 63 15'-0 34.484 57 15'-0 34.604 16'-0 120 • • • • • Route 24 • • • • • Pf Pe Pv CM 4.2600 223.02 5.02 0.012242 16'-0 0.196 78 15'-0 34.128 72 15'-0 34.324 16'-0 120 © M.E.P.CAD, Inc.6/7/2022 Page 9AutoSPRINK® VR11 v11.0.40.0 11:06:04AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: OPU STORAGE 1 1.51 Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve ZCap 4.87 150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.6/7/2022 Page 10AutoSPRINK® VR11 v11.0.40.0 11:06:04AM Hydraulic Summary Report Description: OPU STORAGE 2 Job Number: 1 Node Flow(gpm) Total Hose Streams 500.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@Name 1 91.049 79.954 11.0955000.00500.00 71.86093.150 1430.11Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 1430.11 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 500.00 Hose Allowance At Source Supplies 3505.77gal Ordinary Group II 0.45gpm/ft² 77ft² 1500ft² (Actual 1858ft²) 26 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix Volume capacity of Dry PipesVolume capacity of Wet Pipes 5.97 between nodes 1 and 8 Maximum Velocity Under Ground 20.94 between nodes 68 and 89 Maximum Velocity Above Ground 11.2 K-Factor 34.65 at 9.571 Most Demanding Sprinkler Data System LA QUINTA,CA. 92253 Job Site/Building 78-935 US HWY 111 AHJ TARGET Job State Certification/License NumberJob Name: 1 Contractor Contractor Number 34 Name of Contractor: CJ SUPPRESSION Address 1 205 LEWIS COURT Address 2 CORONA,CA. 92882 Contact Name Contact Title EST ExtensionPhone 951-735-5560 FAX E-mail estimating@cjsuppression.com Web-Site JORDON LUNBERG Address 3 Address 1 Address 2 Drawing Name TARGET LA QUINTA 6986 System Flow Demand 930.11 Remote Area(s) Address 3 6/7/2022© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.40.0 11:09:40AM Hydraulic Graph Report Description: OPU STORAGE 2 Job Number: 1 System Demand (Including Hose Allowance at Source) System Demand 71.860 @ 5000.00 Residual: Pressure 93.150 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 79.954 @ 930.11 79.954 @ 1430.11 Available Pressure at Time of Test 91.049 @ 1430.11 © M.E.P.CAD, Inc.6/7/2022 Page 2AutoSPRINK® VR11 v11.0.40.0 11:09:41AM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: OPU STORAGE 2 Job Number: 1 Sprinkler 201 37.02 34.65 11.2 10.927 Sprinkler 202 37.05 34.65 11.2 10.943 Sprinkler 203 37.15 34.65 11.2 11.001 Sprinkler 204 36.97 34.65 11.2 10.896 Sprinkler 205 36.78 34.65 11.2 10.786 Sprinkler 206 36.69 34.65 11.2 10.729 Sprinkler 207 36.66 34.65 11.2 10.713 Sprinkler 208 35.92 34.65 11.2 10.286 Sprinkler 209 35.95 34.65 11.2 10.301 Sprinkler 210 36.04 34.65 11.2 10.357 Sprinkler 211 35.87 34.65 11.2 10.257 Sprinkler 212 35.69 34.65 11.2 10.154 Sprinkler 213 35.59 34.65 11.2 10.099 Sprinkler 214 35.57 34.65 11.2 10.084 Sprinkler 215 34.83 34.65 11.2 9.671 Sprinkler 216 34.85 34.65 11.2 9.683 Sprinkler 217 34.93 34.65 11.2 9.724 Sprinkler 218 35.09 34.65 11.2 9.813 Sprinkler 219 35.73 34.65 11.2 10.176 Sprinkler 220 35.71 34.65 11.2 10.164 Sprinkler 221 34.65 34.65 11.2 9.571 Sprinkler 222 34.67 34.65 11.2 9.583 Sprinkler 223 34.75 34.65 11.2 9.624 Sprinkler 224 34.90 34.65 11.2 9.712 Sprinkler 225 35.54 34.65 11.2 10.072 Sprinkler 226 35.52 34.65 11.2 10.059 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.6/7/2022 Page 3AutoSPRINK® VR11 v11.0.40.0 11:09:42AM FittingsNode Elevation(Foot) Pressure(psi) Discharge(gpm) Node Analysis Report Description: OPU STORAGE 2 Job Number: 1 1 -3'-6 S 79.954 930.11 201 21'-0 Spr(-10.927) 10.927 37.02 202 21'-0 Spr(-10.943) 10.943 37.05 203 21'-0 Spr(-11.001) 11.001 37.15 204 21'-0 Spr(-10.896) 10.896 36.97 205 21'-0 Spr(-10.786) 10.786 36.78 206 21'-0 Spr(-10.729) 10.729 36.69 207 21'-0 Spr(-10.713) 10.713 36.66 208 21'-0 Spr(-10.286) 10.286 35.92 209 21'-0 Spr(-10.301) 10.301 35.95 210 21'-0 Spr(-10.357) 10.357 36.04 211 21'-0 Spr(-10.257) 10.257 35.87 212 21'-0 Spr(-10.154) 10.154 35.69 213 21'-0 Spr(-10.099) 10.099 35.59 214 21'-0 Spr(-10.084) 10.084 35.57 215 21'-0 Spr(-9.671) 9.671 34.83 216 21'-0 Spr(-9.683) 9.683 34.85 217 21'-0 Spr(-9.724) 9.724 34.93 218 21'-0 Spr(-9.813) 9.813 35.09 219 21'-0 Spr(-10.176) 10.176 35.73 220 21'-0 Spr(-10.164) 10.164 35.71 221 21'-0 Spr(-9.571) 9.571 34.65 222 21'-0 Spr(-9.583) 9.583 34.67 223 21'-0 Spr(-9.624) 9.624 34.75 224 21'-0 Spr(-9.712) 9.712 34.90 225 21'-0 Spr(-10.072) 10.072 35.54 226 21'-0 Spr(-10.059) 10.059 35.52 8 -3'-6 E(30'-6½) 76.886 9 0'-6 74.987 17 2'-0 T(37'-8½) 73.837 21 2'-0 E(17'-7) 74.300 26 15'-0 E(17'-7) 65.687 67 15'-0 PO(26'-4) 64.518 68 15'-0 T(26'-4) 58.530 69 15'-0 PO(26'-4) 64.474 89 21'-0 PO(20'-2) 11.354 96 21'-0 PO(20'-2) 10.690 128 21'-0 PO(20'-2) 10.300 129 21'-0 PO(20'-2) 10.194 © M.E.P.CAD, Inc.6/7/2022 Page 4AutoSPRINK® VR11 v11.0.40.0 11:09:43AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: OPU STORAGE 2 • • • • • Route 1 • • • • • Pf Pe Pv BL 3.2600 34.65 1.33 0.001438 8'-0 0.012 221 21'-0 34.65 11.2 9.571 222 21'-0 9.583 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 69.32 2.66 0.005187 8'-0 0.041 222 21'-0 34.67 11.2 9.583 223 21'-0 9.624 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 104.07 4.00 0.010998 8'-0 0.088 223 21'-0 34.75 11.2 9.624 224 21'-0 9.712 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 138.97 5.34 0.018780 5'-6 0.482 224 21'-0 34.90 11.2 9.712 20'-2 129 21'-0 10.194 25'-8 120 Sprinkler, PO(20'-2) Pf Pe Pv CM 4.2600 210.04 4.73 0.010957 9'-7½ 0.106 129 21'-0 71.07 10.194 128 21'-0 10.300 9'-7½ 120 Flow (q) from Route 3 Pf Pe Pv CM 4.2600 421.16 9.48 0.039688 9'-10 0.390 128 21'-0 139.69 10.300 96 21'-0 10.690 9'-10 120 Flow (q) from Route 2 Pf Pe Pv CM 4.2600 671.79 15.12 0.094149 7'-0½ 0.664 96 21'-0 142.72 10.690 89 21'-0 11.354 7'-0½ 120 Flow (q) from Route 4 Pf Pe Pv CM 4.2600 930.11 20.94 0.171878 219'-10 44.574 89 21'-0 147.10 11.354 39'-6 2.601 68 15'-0 58.530 259'-4 120 Flow (q) from Route 7 E(13'-2), T(26'-4) Pf Pe Pv CM 4.2600 520.74 11.72 0.058772 74'-9½ 5.945 68 15'-0 58.530 26'-4 69 15'-0 64.474 101'-1½ 120 PO(26'-4) Pf Pe Pv CM 6.3570 520.74 5.26 0.008367 5'-2½ 0.043 69 15'-0 64.474 67 15'-0 64.518 5'-2½ 120 Pf Pe Pv CM 6.3570 930.11 9.40 0.024468 30'-2½ 1.169 67 15'-0 409.38 64.518 17'-7 26 15'-0 65.687 47'-9½ 120 Flow (q) from Route 9 E(17'-7) Pf Pe Pv FR 6.3570 930.11 9.40 0.024468 12'-2½ 2.514 26 15'-0 65.687 90'-6½ 5.636 17 2'-0 73.837 102'-9 120 CV(40'-3), BV(12'-7), T(37'-8½) Pf Pe Pv CM 6.3570 930.11 9.40 0.024468 1'-4 0.463 17 2'-0 73.837 17'-7 21 2'-0 74.300 18'-11 120 E(17'-7) Pf Pe Pv FR 6.3570 930.11 9.40 0.024468 1'-6 0.037 21 2'-0 74.300 0.650 9 0'-6 74.987 1'-6 120 Pf Pe Pv UG 8.3900 930.11 5.40 0.004763 4'-0 0.164 9 0'-6 74.987 30'-6½ 1.734 8 -3'-6 76.886 34'-6½ 140 E(30'-6½) Pf Pe Pv UG 7.9800 930.11 5.97 0.006079 409'-0 3.068 8 -3'-6 76.886 95'-8½ 1 -3'-6 79.954 504'-8½ 140 2EE(11'-11½), 3E(23'-11), S 1430.11 500.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv BL 3.2600 34.83 1.34 0.001452 8'-0 0.012 215 21'-0 34.83 11.2 9.671 216 21'-0 9.683 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 69.68 2.68 0.005237 8'-0 0.042 216 21'-0 34.85 11.2 9.683 217 21'-0 9.724 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 104.61 4.02 0.011104 8'-0 0.089 217 21'-0 34.93 11.2 9.724 218 21'-0 9.813 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 139.69 5.37 0.018961 5'-6 0.487 218 21'-0 35.09 11.2 9.813 20'-2 128 21'-0 10.300 25'-8 120 Sprinkler, PO(20'-2) • • • • • Route 3 • • • • • Pf Pe Pv BL 3.2600 35.52 1.37 0.001506 8'-0 0.012 226 21'-0 35.52 11.2 10.059 225 21'-0 10.072 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 71.07 2.73 0.005431 2'-6 0.123 225 21'-0 35.54 11.2 10.072 20'-2 129 21'-0 10.194 22'-7½ 120 Sprinkler, PO(20'-2) • • • • • Route 4 • • • • • © M.E.P.CAD, Inc.6/7/2022 Page 5AutoSPRINK® VR11 v11.0.40.0 11:09:44AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: OPU STORAGE 2 Pf Pe Pv BL 3.2600 35.57 1.37 0.001509 10'-0 0.015 214 21'-0 35.57 11.2 10.084 213 21'-0 10.099 10'-0 120 Sprinkler Pf Pe Pv BL 3.2600 71.16 2.74 0.005444 10'-0 0.054 213 21'-0 35.59 11.2 10.099 212 21'-0 10.154 10'-0 120 Sprinkler Pf Pe Pv BL 3.2600 106.85 4.11 0.011548 9'-0 0.104 212 21'-0 35.69 11.2 10.154 211 21'-0 10.257 9'-0 120 Sprinkler Pf Pe Pv BL 3.2600 142.72 5.49 0.019727 1'-9½ 0.433 211 21'-0 35.87 11.2 10.257 20'-2 96 21'-0 10.690 21'-11½ 120 Sprinkler, PO(20'-2) • • • • • Route 5 • • • • • Pf Pe Pv BL 3.2600 35.71 1.37 0.001520 8'-0 0.012 220 21'-0 35.71 11.2 10.164 219 21'-0 10.176 8'-0 120 Sprinkler Pf Pe Pv BL 3.2600 71.43 2.75 0.005483 2'-6 0.124 219 21'-0 35.73 11.2 10.176 20'-2 128 21'-0 10.300 22'-7½ 120 Sprinkler, PO(20'-2) • • • • • Route 6 • • • • • Pf Pe Pv BL 3.2600 35.92 1.38 0.001537 9'-9 0.015 208 21'-0 35.92 11.2 10.286 209 21'-0 10.301 9'-9 120 Sprinkler Pf Pe Pv BL 3.2600 71.87 2.76 0.005545 10'-0 0.055 209 21'-0 35.95 11.2 10.301 210 21'-0 10.357 10'-0 120 Sprinkler Pf Pe Pv BL 3.2600 107.91 4.15 0.011762 8'-2½ 0.334 210 21'-0 36.04 11.2 10.357 20'-2 96 21'-0 10.690 28'-4½ 120 Sprinkler, PO(20'-2) • • • • • Route 7 • • • • • Pf Pe Pv BL 3.2600 36.66 1.41 0.001596 10'-0 0.016 207 21'-0 36.66 11.2 10.713 206 21'-0 10.729 10'-0 120 Sprinkler Pf Pe Pv BL 3.2600 73.34 2.82 0.005757 10'-0 0.058 206 21'-0 36.69 11.2 10.729 205 21'-0 10.786 10'-0 120 Sprinkler Pf Pe Pv BL 3.2600 110.13 4.23 0.012212 9'-0 0.110 205 21'-0 36.78 11.2 10.786 204 21'-0 10.896 9'-0 120 Sprinkler Pf Pe Pv BL 3.2600 147.10 5.65 0.020862 1'-9½ 0.458 204 21'-0 36.97 11.2 10.896 20'-2 89 21'-0 11.354 21'-11½ 120 Sprinkler, PO(20'-2) • • • • • Route 8 • • • • • Pf Pe Pv BL 3.2600 37.02 1.42 0.001625 9'-9 0.016 201 21'-0 37.02 11.2 10.927 202 21'-0 10.943 9'-9 120 Sprinkler Pf Pe Pv BL 3.2600 74.07 2.85 0.005863 10'-0 0.059 202 21'-0 37.05 11.2 10.943 203 21'-0 11.001 10'-0 120 Sprinkler Pf Pe Pv BL 3.2600 111.22 4.28 0.012437 8'-2½ 0.353 203 21'-0 37.15 11.2 11.001 20'-2 89 21'-0 11.354 28'-4½ 120 Sprinkler, PO(20'-2) • • • • • Route 9 • • • • • Pf Pe Pv CM 4.2600 409.38 9.21 0.037658 80'-0 5.988 68 15'-0 58.530 79'-0 67 15'-0 64.518 159'-0 120 T(26'-4) T(26'-4), PO(26'-4) 1.51 4.87 150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.6/7/2022 Page 6AutoSPRINK® VR11 v11.0.40.0 11:09:44AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: OPU STORAGE 2 Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve ZCap © M.E.P.CAD, Inc.6/7/2022 Page 7AutoSPRINK® VR11 v11.0.40.0 11:09:44AM 655 ALLTHREADED ROD CUT TO LENGTH SIZE MATERIAL FINISH ORDERING - 3/8 thru 7/8 inch rod in 1inch increments. - Carbon Steel. - - Part #, rod diameter, rod length and finish. Plain, E.G., H.D.G. and S.S. 3/8 1/2 5/8 3/4 7/8 610 1130 1810 2710 3770 540 1010 1610 2420 3360 NOTE; maximum Temperature: 750°F ROD SIZE MAX. REC. LOAD LBS. FOR SERVICE TEMP. 650°F 750°F 3/00 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org CAD 8 For the most up to date information, visit www.itwbuildex.com SAMMY X-PRESS® - Vertical Application Approvals Rod Size Part Number Model Description Ultimate Pullout (lbs) UL Test Load (lbs) UL Min Thick FM Test Load (lbs) FM Min Thick Max Thick Box Qty Case Qty Application VERTICAL MOUNT 1/4"8181922 XP 200 Sammy X-Press 200 1146 (22 ga)185 (Luminaire) 250 (Luminaire) .027" .056”.125”25 125 Metal Deck 3/8"8150922 XP 20 Sammy X-Press 20 1146 (22 ga) 850 (2½" Pipe) 185 (Luminaire) 250 (Luminaire) 283 (Conduit & Cable) .027" .027” .056” .029” 940 (2" Pipe) 1475 (4” Pipe) .029” .104” .125”25 125 Metal Deck 3/8"8153922 XP 35 Sammy X-Press 35 1783 (16 ga) 1500 (4" Pipe) 185 (Luminaire) 250 (Luminaire) 416 (Conduit & Cable) .060” .029” .056” .059” 940 (2" Pipe) 1475 (4” Pipe) .029” .104”.125”25 125 Purlin 3/8"8150922 XP 20 Sammy X-Press 20 1146 (22 ga)850 (2½ Pipe) Pre-Pour Structural Concrete@ 3000 psi Post-Pour Range II LWC≤ 35 PCF (lbs/ft³) 25 125 Metal Deck (Pre-Pour) Metal Deck (Post-Pour) SAMMY X-PRESS® Post-Pour Range II LWC≤ 35 PCF (lbs/ ft³) Pre-Pour Structural Concrete @ 3000 psi Installs into Metal Deck, Purlin, or Tubular Steel • The Sammy X-Press expands to provide direct vertical attachment in: - light gauge steel deck or purlin (22 ga. - 1/8”). • Installs in seconds with Sammy X-Press It® Tool, saving time & installation costs. • Use in applications where access to the back of the installed fastener is prohibited. ie. metal roof deck, tubular steel, or vapor barrier fabric. • Less jobsite material needed. • No retaining nut required. • Provides design flexibility. • Made in the U.S.A. Watch a video demonstration atwww.itwbuildex.com Application Product Features • The Sidewinder X-Press expands to provide horizontal attachment in: - 16 ga - 3/16” steel - purlin, tubular steel. • Installs in seconds with Sammy X-Press It® Tool, saving time & installation costs. • Use in applications where access to the back of the installed fastener is prohibited; ie. metal roof deck, tubular steel, or vapor barrier fabric. • Less jobsite material needed. • No retaining nut required. • Provides design flexibility. • Made in the U.S.A. (SWXP) Approvals Rod Size Part Number Model Description Ultimate Pullout (lbs) UL Test Load (lbs) UL Min Thick FM Test Load (lbs) Max Thick Box Qty Case Qty Application HORIZONTAL MOUNT 3/8"8293957 SWXP 35 Sidewinder X-Press 35 1798 (16 ga) 1250 (3½" Pipe) 80 (Luminaire) 416 (Conduit & Cable) .059”.125”25 125 Purlin Watch a video demonstration atwww.itwbuildex.com Application Product Features SIDEWINDER X-PRESS™ - Horizontal Application (XP) www.tolco.com Fig. 75 - Swivel Attachment Size Range — 3/8” Rod Attachment Material — Carbon Steel Function — There are three recommended applications for this product. Fig. 75 may be used as a branch line restraint for structural attachment to anchor bolt, beam clamp, etc. It may be used in a pitched or sloped roof application, to meet requirements of NFPA 13 (2010) 9.1.2.6. It may be used as an upper attachment with short hanger rod to omit seismic bracing. Approvals — Underwriters’ Laboratories Listed in the USA (UL) and Canada (cUL) to support up to 4” pipe. Meets requirements of Uniform Building Code (UBC) 1997 Table O, Section 3.B. Finish — Electro-Galvanized Order By —Figure number Patent #7,887,248 May be used as a structural attachment component of a branch line restraint May be used as an upper attachment with short hanger rod to omit seismic bracing. May be used with a pitched roof application, to meet requirements of NFPA 13(2010) Sec 9.1.2.5. COOPER B-LINE 1375 Sampson Ave • Corona, CA 92879 • 800.786.5266 • FAX: 951.737.0330 Series TY-FRB, 5.6 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage Page 1 of 4 AUGUST 2018 TFP172 IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Always refer to Technical Data Sheet TFP700 for the “INSTALLER WARNING” that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Worldwide Contacts www.tyco-fire.com General Description The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb-type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY-FRB Pendent Sprinkler, where applicable, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: • A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 5/8 in. (15,9 mm) from the flush pendent position. • A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 in. (12,7 mm) from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Intermediate level versions of Series TY-FRB Sprinklers are described in Technical Data Sheet TFP357. Sprin- kler guards and shields are described in Technical Data Sheet TFP780. NOTICE The TYCO Series TY-FRB Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authori- ties having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Number (SIN) TY313 Upright 5 6K, 1/2 in NPT TY323 Pendent 5 6K, 1/2 in NPT Technical Data Approvals Refer to Table A Maximum Working Pressure 175 psi (12.1 bar) 250 psi (17.2 bar)* * The maximum working pressure of 250 psi (17.2 bar) only applies to the listing by Underwriters Laborato- ries, Inc. (UL). Discharge Coefficient K=5.6 GPM/psi½ (80,6 LPM/bar½) Temperature Rating Refer to Table A Finishes Sprinkler: Refer to Table B Recessed Escutcheon: White Coated, Black Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame . . . . . . . . . . . . . . . . . . . . . . . . . . . .Bronze Button . . . . . . . . . . . . . . . . . . . . . .Brass/Copper Sealing Assembly ...Stainless Steel w/TEFLON Bulb . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Glass Compression Screw . . . . . . . . . . . . . . . . .Bronze Deflector . . . . . . . . . . . . . . . . . . . . . . . . . .Bronze Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM’s Loss Prevention Data Sheets). Only the Style 15 or Style 20 Recessed Escutcheon is to be used for recessed pendent installations. TFP172 Page 2 of 4 Installation The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be installed in accor- dance with this section. General Instructions Do not install any bulb-type sprin- kler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diam- eter of the air bubble is approximately 1/16 in. (1,6 mm) for the 135°F (57°C) and 3/32 in. (2,4 mm) for the 286°F (141°C) temperature ratings. A leak-tight 1/2 in. NPT sprinkler joint should be obtained by applying a minimum to maximum torque of 7 to 14 lb-ft (9,5 to 19,0 N·m). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over-tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Upright and Pendent Sprinklers The Series TY-FRB Upright and Pendent Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe-thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 2). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 lb-ft (9,5 to 19,0 N·m). Recessed Pendent Sprinklers The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate over the sprinkler threads, and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to 14 lb-ft (9,5 to 19,0 N·m). Step C. After ceiling installation and finishing, slide on the Style 15 or Style 20 Closure over the Series TY-FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Components: 1/2" NPT 1 5 2 3 4 2" (50,8 mm) Frame Button Sealing Assembly *6 2 - -3 -1 *-6 Deector Compression Screw -5 4 -Bulb 2-7/8" (73,0 mm) DIA. 1-3/8" (34,9 mm) 2" (50,8 mm) WRENCH FLATS 7/16" (11,1 mm) NOMINAL MAKE-IN STYLE 15 or 20 RECESSED ESCUTCHEON 7/16" (11,1 mm) NOMINAL MAKE-IN Pipe thread connections per ISO 7-1 can be provided on special request. **DEFLECTOR * Temperature rating is indicated on Deector. DEFLECTOR * * ESCUTCHEON PLATE SEATING SURFACE ** **1/2" NPT UPRIGHTCROSS SECTION PENDENT RECESSED PENDENT WRENCH RECESS (USE ONLY END "A") WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 1 SERIES TY-FRB UPRIGHT (TY313) AND PENDENT (TY323) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT, QUICK RESPONSE FIGURE 2 W-TYPE 6 SPRINKLER WRENCH FIGURE 3 W-TYPE 7 RECESSED SPRINKLER WRENCH TFP172 Page 3 of 4 Care and Maintenance The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB Upright or Pendent (specify) Sprinkler, SIN (specify), K=5.6, Quick Response, (specify) temperature rating, (specify) finish, P/N (specify, refer to Table A). Recessed Escutcheon Specify: Style 15 Recessed Escutch- eon with (specify*) finish, P/N (specify*) Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (specify*) * Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 MOUNTING PLATE MOUNTING SURFACE CLOSURE SERIES TY-FRB 2-7/8" DIA. (73,0 mm) FACE OF SPRINKLER FITTING 2-1/4" DIA. (57,2 mm) 1/8" (3,2 mm) 3/8±5/16" (9,5±7,9 mm) 1-3/8" (34,9 mm) 5/8" (15,9 mm) 3/4" (19,1 mm) FLUSH MOUNTING SURFACE SERIES TY-FRB CLOSURE MOUNTING PLATE 2-7/8" DIA. (73,0 mm) 2-1/4" DIA. (57,2 mm) FACE OF SPRINKLER FITTING 1/8" (3,2 mm) 5/16±1/4" (7,9±6,4 mm)1/2" (12,7 mm) 1-3/8" (34,9 mm) FLUSH 7/8" (22,2 mm) FIGURE 4 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON FIGURE 5 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON TFP172 Page 4 of 4 NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registered trademarks of National Fire Protection Association; TEFLON is a registered trademark of DuPont 1400 Pennbrook Parkway, Lansdale, PA 19446 | Telephone +1-215-362-0700 © 2018 Johnson Controls. All rights reserved. All specifications and other information shown were current as of document revision date and are subject to change without notice. SIN 370 5.6K UPRIGHT (1/2 in.NPT)TY313 371 5.6K PENDENT (1/2 in.NPT)TY323 Notes: a. Use suffix “I” for ISO 7-1 connection; for example, 77-370-4-175-I SPRINKLER FINISH 1 NATURAL BRASS 3 PURE WHITE (RAL9010)a POLYESTER 4 SIGNAL WHITE (RAL9003) POLYESTER 5 JET BLACK (RAL9005) POLYESTER 9 CHROME PLATED Notes: a. Eastern Hemisphere sales only TEMPERATURE RATINGS 135 135°F (57°C) 155 155°F (68°C) 175 175°F (79°C) 200 200°F (93°C) 286 286°F (141°C) SPRINKLER FINISH (See Note 7) K FACTOR TYPE TEMPERATURE BULB LIQUID COLOR NATURAL BRASS CHROME PLATED POLYESTER c 5.6 1/2 in. NPT UPRIGHT (TY313) and PENDENT (TY323) 135°F (57°C)Orange 1, 2, 3, 4, 5, 6 155°F (68°C)Red 175°F (79°C)Yellow 200°F (93°C)Green 286°F (141°C)Blue RECESSED PENDENT (TY323) Figures 4a and 5b 135°F (57°C)Orange 1, 2, 3, 4155°F (68°C)Red 175°F (79°C)Yellow 200°F (93°C)Green Notes: 1. Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. 4. Approved by the City of New York under MEA 354-01-E. 5. VdS Approved (For details, contact Johnson Controls, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-54-428-3377.) 6. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. 7. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. a. Installed with Style 15 (1/2 in. NPT) 5/8 in. Total Adjustment Recessed Escutcheon, as applicable. b. Installed with Style 20 (1/2 in. NPT) 1/2 in. Total Adjustment Recessed Escutcheon, as applicable. c. Frame and Deflector only. Listings and approvals apply to color (Special Order). TABLE B SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION P/Na 77 – XXX – X – XXX TABLE A LABORATORY LISTINGS AND APPROVALS FOR 5.6 K-FACTOR SPRINKLERS Page 1 of 8 JUNE 2019 TFP220 IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Always refer to Technical Data Sheet TFP700 for the “INSTALLER WARNING” that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Worldwide Contacts www.tyco-fire.com Series EC-11 and EC-14 Sprinklers, 11.2 K and 14.0 K Upright and Pendent Extended Coverage Light and Ordinary Hazard General Description TYCO Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers are decorative glass-bulb sprinklers designed for use in light or ordinary hazard occupancies. They are intended for use in automatic sprinkler systems designed in accor- dance with standard installation rules, such as NFPA 13, for a maximum cov- erage area of 400 ft2 (37,2 m 2) as com- pared to the maximum coverage area of 130 ft2 (12,1 m 2) for standard cover- age sprinklers used in ordinary hazard occupancies, Series EC-11 and EC-14 Extended Coverage Sprinklers feature a UL and C-UL Listing that permits their use with unobstructed or non-combus- tible obstructed ceiling construction as defined and permitted by NFPA 13, as well as a specific application listing for use under concrete tees. Series EC-11 and EC-14 Extended Cov- erage Sprinklers have been fire tested to compare their performance to that of standard coverage spray sprinklers. These tests have shown that the pro- tection provided is equal to or more effective than standard coverage spray sprinklers. Corrosion-resistant coatings, where applicable, help extend the life of copper alloy sprinklers beyond that which occurs when exposed to corrosive atmospheres. Although corrosion-resistant coated sprinklers passed standard corrosion tests of the applicable approval agencies, this testing is not representative of all pos- sible corrosive atmospheres. Conse- quently, it is recommended that the end user be consulted with respect to the suitability of these corrosion-resistant coatings for any given corrosive envi- ronment. The effects of ambient tem- perature, concentration of chemicals, and gas/chemical velocity should be considered, along with the corrosive nature of the chemical to which the sprinklers will be exposed. NOTICE Series EC-11 and EC-14 Extended Coverage Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the NATIONAL FIRE PROTECTION ASSOCIATION, (NFPA), in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Numbers TY5137 Upright, 11 2K TY5237 Pendent, 11 2K TY6137 Upright, 14 0K TY6237 Pendent, 14 0K TY5137 is a re-designation for C5137, G1894, and S2510 TY5237 is a re-designation for C5237, G1893, and S2511 TY6137 is a re-designation for C6137, G1896, and S2610 TY6237 is a re-designation for C6237, G1895, and S2611 Technical Data Approvals TYCO Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers are UL and C-UL Listed. See Table A for complete sprin- kler approval information including cor- rosion-resistant status. The approvals apply to the service conditions indi- cated in the Design Criteria section. Series EC-11 and EC-14 Extended Cov- erage Sprinklers are FM Approved. See Table A for complete sprinkler approval information including corrosion-resis- tant status. The approvals apply to the service conditions indicated in the Design Criteria section. TFP220 Page 2 of 8 The Style 60 Two-Piece Flush Escutch- eon shown in Figure 4 is UL Listed for use with the Series EC-11 and EC-14 Pendent Sprinklers. Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 3/4 in. NPT Discharge Coefficients K = 11.2 GPM/psi½ (161,3 LPM/bar½) K = 14.0 GPM/psi½ (201,6 LPM/bar½) Temperature Ratings See Table A Finish Sprinkler: See Table A Recessed or Flush Escutcheon: White-Coated, Chrome-Plated, and Brass-Plated Physical Characteristics Frame ............................Bronze Button............................Bronze Sealing Assembly . Beryllium Nickel w/TEFLON Bulb ........................Glass (3 mm) Compression Screw . . . . . . . . . . . . . . . . Bronze Deflector. . . . . . . . . . . . . . . . . . . . . . . . . . . Brass Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, which then allows the sprin- kler to activate and flow water. Design Criteria TYCO Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers must only be installed in accordance with the applicable UL and C-UL Listing or FM Approval requirements as indi- cated below. Only Style 30 or 40 Recessed Escutcheons are to be used for recessed installation, as applica- ble. See Tables A, B, and C, for more information. UL and C-UL Listing Requirements 1. Series EC-11 and EC-14 Extended Coverage Sprinklers may be used for the coverage areas shown in Table D, based on maintaining the minimum specified flow rate as a function of coverage area and haz- ard group for all sprinklers in the design area. 2. Series EC-11 and EC-14 Extended Coverage Sprinklers are permitted to be used with unobstructed or non-combustible obstructed ceil- ing construction as defined and permitted by NFPA 13; for example: • Unobstructed, combustible or noncombustible, ceiling con- struction with a deflector to ceiling/roof deck distance of 1 to 12 in. (25 to 300 mm). • Obstructed, non-combusti- ble, ceiling construction with a deflector location below struc- tural members of 1 to 6 in. (25 to 150 mm) and a maximum deflector to ceiling/roof deck dis- tance of 22 in. (550 mm). 3. Series EC-11 and EC-14 Extended Coverage Sprinklers, specifically tested and listed for non-combus- tible obstructed construction, are permitted to be used within truss- es or bar joists having non-com- bustible web members greater than 1 in. (25,4 mm) when apply- ing the 4 times obstruction crite- ria rule defined under “Obstruc- tions to Sprinkler Discharge Pattern Development”. 4. To prevent cold soldering, the minimum allowable spacing be- tween Series EC-11 and EC-14 Ex- tended Coverage Sprinklers is 8 ft (2,4 m) for upright sprinklers and 9 ft (2,7 m) for pendent sprinklers. 5. Series EC-11 and EC-14 Extended Coverage Sprinklers are to be in- stalled in accordance with all oth- er requirements of NFPA 13 for extended coverage upright and pendent sprinklers; For exam- ple, obstructions to sprinkler dis- charge, obstructions to sprinkler pattern development, obstructions to prevent sprinkler discharge from reaching hazard and clearance to storage. SECTION CROSS PENDENTUPRIGHT 1 2 3 4 5 6 WRENCH FLAT ESCUTCHEON PLATE SEATING SURFACE 1/2" (12,7 mm) NOMINAL MAKE-IN 1-11/16" (42,7 mm) 2-7/16" (61,9 mm) UPRIGHT & PENDENT * **3/4" NPT Pipe thread connections per ISO 7-1 can be provided on special request. 5 4 6 Components: 2 3 Temperature rating is indicated on Deector. - Compression Screw- Bulb -Deector - -Sealing Assembly Button Frame1- ** * * FIGURE 1 SERIES EC-11 AND EC-14 EXTENDED COVERAGE SPRINKLERS 11.2 K-FACTOR UPRIGHT (TY5137) AND PENDENT (TY5237) 14.0 K-FACTOR UPRIGHT (TY6137) AND PENDENT (TY6237) ASSEMBLY TFP220 Page 3 of 8 Hazard Type Temperature Bulb Liquid Sprinkler Finish (See Note 5) Natural Brass Chrome Plated Polyester*Lead Coated Light Table B describes UL and C-UL Sensitivity Rating Table C describes FM Sensitivity Rating Upright K=11.2 (TY5137) Pendent K=11.2 (TY5237) K=14.0 (TY6237) 135°F (57°C)Orange 1, 2, 3**, 4155°F (68°C)Red 175°F (79°C)Yellow 200°F (93°C)Green 1, 2, 4 1, 2, 4286°F (141°C)Blue Recessed Pendent K=11.2 (TY5237) K=14.0 (TY6237) With Style 30 Escutcheon 135°F (57°C)Orange 1, 2, 3, 4 N/A 155°F (68°C)Red 175°F (79°C)Yellow 1, 2, 4200°F (93°C)Green 286°F (141°C)Blue Ordinary Table B describes UL and C-UL Sensitivity Rating Table C describes FM Sensitivity Rating Upright K=11.2 (TY5137) K=14.0 (TY6137) Pendent K=11.2 (TY5237) K=14.0 (TY6237) 135°F (57°C)Orange 1, 2, 3, 4 1, 2, 3, 4155°F (68°C)Red 175°F (79°C)Yellow 1, 2, 4200°F (93°C)Green 286°F (141°C)Blue Recessed Pendent K=11.2 (TY5237) K=14.0 (TY6237) With Style 30 or 40 Escutcheon 135°F (57°C)Orange 1, 2, 4 N/A155°F (68°C)Red 175°F (79°C)Yellow 200°F (93°C)Green NOTES 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) 3. Approved by Factory Mutual Research Corporation (FM) 4. Approved by the City of New York under MEA 177-03-E 5. Where Polyester Coated or Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers N/A = Not Available * Frame and Deflector only ** Pendent only Area ft x ft Style Light Hazard Ordinary Hazard 135°F (57°C)155°F (68°C)175°F (79°C)200°F (93°C)286°F (141°C)135°F (57°C)155°F (68°C)175°F (79°C)200°F (93°C)286°F (141°C) 14 x 14 Upright or Pendent -----QR QR QR QR QR Style 30 Recessed -----QR QR QR QR QR Style 40 Recessed -----QR QR QR QR QR 16 x 16 Upright or Pendent QR*QR*QR*QR*QR*SR SR SR SR SR Style 30 Recessed QR*QR*QR*QR*QR*SR SR SR SR SR Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR SR 18 x 18 Upright or Pendent QR*QR*QR*QR*QR*SR SR SR SR SR Style 30 Recessed QR*QR*QR*QR*QR*SR SR SR SR SR Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR SR 20 x 20 Upright or Pendent QR*QR*QR*SR*SR*SR SR SR SR SR Style 30 Recessed QR*QR*QR*SR*SR*SR SR SR SR SR Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR SR NOTES • QR = Quick Response • SR = Standard Response • N/A = Not Applicable * Does not apply to Upright K=14.0 TABLE A LABORATORY LISTINGS AND APPROVALS TABLE B SENSITIVITY RATING FOR UL AND C-UL LISTING OF SERIES EC-11 OR EC-14 SPRINKLERS (SEE TABLE D FOR PERMITTED K-FACTOR/AREA COMBINATIONS) TFP220 Page 4 of 8 UL and C-UL Specific Application Listing Requirements for Installation under Concrete Tees Series EC-11 and EC-14 Extended Cov- erage Upright and Pendent Sprinklers (TY5137, TY5237, TY6137 and TY6237) have a UL and C-UL Specific Applica- tion Listing for use under concrete tees when installed as follows: 1. Stems of the concrete tee con- struction must be spaced at less than 7.5 ft (2,3 m) on center but more than 3 ft (0,9 m) on center. The depth of the concrete tees must not exceed 30 in. (762 mm). The maxi- mum permitted concrete tee length is 32 ft (9,8 m). However, where the concrete tee length exceeds 32 ft (9,8 m), non-combustible baffles, equal in height to the depth of the tees, can be installed so that the space between the tees does not exceed 32 ft (9,8 m) in length. 2. The sprinkler deflectors are to be located in a horizontal plane at or above 1 in. (25,4 mm) below the bottom of the concrete tee stems. 3. When the sprinkler deflectors are located higher than a horizontal plane 1 in. (25,4 mm) beneath the bottom of the concrete tee stems, the obstruction to sprinkler dis- charge criteria requirements of NFPA 13 for extended coverage upright and pendent sprinklers applies. HC-1 Linear Spacing ft Area Spacing ft Ceiling Height ft Ceiling Type K-factor Style Response Min Max Min Max 10 20 100 400 Up to 30 Noncombustible Unobstructed, Noncombustible Obstructed, or Combustible Unobstructed 11.2 EC 14.0 EC Pendent or Upright Quick 10 20 100 400 Up to 30 Noncombustible Unobstructed, Noncombustible Obstructed, or Combustible Unobstructed 11.2 EC 14.0 EC Pendent Recessed Style 30 10 20 100 400 Up to 30 Combustible Obstructed 11.2 EC 14.0 EC Pendent or Upright 10 20 100 400 Up to 30 Combustible Obstructed 11.2 EC 14.0 EC Pendent Recessed Style 30 10 20 100 400 Over 30 and up to 45 Noncombustible Unobstructed 11.2 EC 14.0 EC Upright HC-2 Linear Spacing ft Area Spacing ft Ceiling Height ft Ceiling Type K-factor Style Response Min Max Min Max 10 20 100 400 Up to 30 Noncombustible Unobstructed, Combustible Unobstructed 11.2 EC Pendent or Upright Quick1020100400Up to 30 14.0 EC Pendent or Upright 10 16 100 256 Over 30 and up to 45 11.2 EC 14.0 EC Upright HC-3 Linear Spacing ft Area Spacing ft Ceiling Height ft Ceiling Type K-Factor Style Response Min Max Min Max 10 16 100 256 Up to 30 Noncombustible Unobstructed, Combustible Unobstructed 11.2 EC Upright Quick 10 20 100 400 Up to 30 14.0 EC Pendent or Upright 10 16 100 256 Over 30 and up to 45 11.2 EC, 14.0 EC Upright NOTES • The design for K 11.2 EC (K 160 EC) sprinklers should not include fewer than six sprinklers or have a design pressure of less than 12 psi (0,8 bar); similarly the design for K 14.0 EC (K 200 EC)sprinklers should not include fewer than four sprinklers or have a design pressure of less than 18 psi (1,2 bar). • For flow criteria, refer to FM Loss Prevention Data Sheet 3-26. • Refer to FM Loss Prevention Data Sheet 2-0 for permitted K-Factor/Area Combinations. TABLE C SENSITIVITY RATING FOR FM APPROVAL OF SERIES EC-11 OR EC-14 SPRINKLERS TFP220 Page 5 of 8 FM Approval Requirements Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprin- klers are to be installed in accor- dance with the applicable FM Loss Prevention Data Sheet for limited use in buildings of specific roof construc- tion and for the protection of certain specific ordinary hazard (non-storage and/or non-flammable or combustible liquid) occupancies. Information pro- vided in the FM Loss Prevention Data Sheets relates to, but is not limited to, hydraulic design, ceiling slope, and obstructions, minimum and maximum allowable spacing, and deflector-to- ceiling distance. These criteria may differ from UL and/or NFPA criteria. Therefore, the designer should review and become familiar with FM requirements before proceeding with design. Installation TYCO Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers must be installed in accordance with this section. General Instructions Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 in. (1,6 mm) for the 135°F (57°C) to 3/32 in. (2,4 mm) for the 286°F (141°C) tempera- ture ratings. A leak-tight 3/4 in. NPT sprinkler joint should be obtained by applying a min- imum-to-maximum torque of 10 to 20 lb-ft (13,4 to 26,8 N·m). Higher levels of torque may distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in an Escutch- eon Plate by under or over-tightening the Sprinkler. Re-adjust the position of the sprinkler fitting to suit. Step 1. Install the sprinkler with the deflector parallel to the mounting surface. Install pendent sprinklers in the pendent position. Install upright sprinklers in the upright position. Step 2. After installing the Style 30, 40, or 60 mounting plate, or other applica- ble escutcheon, over the sprinkler pipe threads and with pipe-thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Step 3. For upright or pendent sprin- klers, wrench-tighten using only the W-Type 3 (End A) Sprinkler Wrench. For the pendent sprinkler installed with Style 30, 40, or 60 Escutcheon, wrench-tighten the sprinkler using only the W-Type 22 Sprinkler Wrench. Apply the wrench recess of the appli- cable sprinkler wrench, Figure 5 and 6, to the sprinkler wrench flats, Figure 1. Description Area ft x ft Light Hazard 0.10 GPM/ft 2 Group I Ordinary Hazard 0.15 GPM/ft 2 Group II Ordinary Hazard 0.20 GPM/ft 2 GPM PSI GPM PSI GPM PSI TY5137 (K=11.2) Upright 14 x 14 30 7.2 30 7.2 39 12.1 16 x 16 30 7.2 39 12.1 51 20.7 18 x 18 33 8.7 49 19.1 65 33.7 20 x 20 40 12.8 60 28.7 80 51.0 TY5237 (K=11.2) Pendent 14 x 14 30 7.2 30 7.2 39 12.1 16 x 16 30 7.2 39 12.1 51 20.7 18 x 18 33 8.7 49 19.1 65 33.7 20 x 20 40 12.8 60 28.7 80 51.0 TY6137 (K=14.0) Upright 14 x 14 N/A N/A 39 7.8 51 13.3 16 x 16 N/A N/A 39 7.8 51 13.3 18 x 18 N/A N/A 49 12.3 65 21.6 20 x 20 N/A N/A 60 18.4 80 32.7 TY6237 (K=14.0) Pendent 14 x 14 37 7.0 39 7.8 51 13.3 16 x 16 37 7.0 39 7.8 51 13.3 18 x 18 37 7.0 49 12.3 65 21.6 20 x 20 40 8.2 60 18.4 80 32.7 NOTES • 1 ft = 0,3048 m • 1 ft2 = 0,093 m2 • 1 GPM = 3,785 LPM • 1 psi = 0,06895 bar • 1 GPM/ft2 = 40,74 mm/min TABLE D FLOW CRITERIA FOR UL AND C-UL LISTING OF SERIES EC-11 AND EC-14 SPRINKLERS TFP220 Page 6 of 8 2-7/8" DIA. (73,0 mm) 2-1/4" DIA. (57,2 mm) MOUNTING PLATE 1/8" (3,2 mm) MOUNTING SURFACE FACE OF SPRINKLER FITTING TY5237 or TY6237CLOSURE 1-3/8" (34,9 mm) 7/8" (22,2 mm) 3/4" (19,1 mm) 1/4" (6,4 mm) 5/8±1/4" (15,9±6,4 mm) MOUNTING SURFACE1/8" (3,2 mm) 1-13/16" (46,0 mm) 2-5/16" (58,7 mm) CLOSURE ESCUTCHEON PLATE SEATING SURFACE: 1/4" (6,4 mm) ABOVE TO 1/2" (12,7 mm) BELOW MOUNTING SURFACE; 3/4" (19,1 mm) TOTAL ADJUSTMENT 2-1/4" DIA. (57,2 mm) 2-7/8" DIA. (73,0 mm) FACE OF SPRINKLER FITTING: 3/8" (9,5 mm) ABOVE TO 1/8" (3,2 mm) BELOW MOUNTING SURFACE 3/4" NPT MOUNTING PLATE INTERNAL DIMENSIONS OF STYLE 60 ESCUTCHEON ACCOMMODATE CLASS 150 MALLEABLE IRON REDUCING SPRINKLER FITTING "FITTING SIDE" TOWARDS SPRINKLER FITTING WRENCH RECESS (END "A") WRENCH RECESS WRENCH HEX 2-7/8" DIA. (73,0 mm) 2-1/4" DIA. (57,2 mm) MOUNTING PLATE 1/8" (3,2 mm) MOUNTING SURFACE FACE OF SPRINKLER FITTING TY5237 or TY6237 1/2±1/8" (12,7±3,2 mm) CLOSURE 1-3/8" (34,9 mm) 1-1/8" (28,6 mm) 1/2" (12,7 mm) 1/4" (6,4 mm) FIGURE 3 SERIES EC-11 AND EC-14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 3/4 IN. TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON FIGURE 4 SERIES EC-11 AND EC-14 PENDENT SPRINKLER ASSEMBLY WITH 3/4 IN. TOTAL ADJUSTMENT STYLE 60 TWO-PIECE FLUSH ESCUTCHEON FIGURE 5 W-TYPE 3 SPRINKLER WRENCH FIGURE 6 W-TYPE 22 RECESSED SPRINKLER WRENCH FIGURE 2 SERIES EC-11 AND EC-14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 IN. TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON TFP220 Page 7 of 8 P/N 51 – XXX – X – XXX Care and Maintenance TYCO Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. Refer to the Instal- lation section, for more information. Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprin- klers, after the installation has been completed, to verify the integrity of the corrosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of inspecting from the floor level, a random sampling of close-up visual inspections should be made, so as to better determine the exact sprinkler condition and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this doc- ument, as well as with the applicable standards recognized by the Approval agency, such as NFPA 25, in addition to the standards of any authorities having jurisdiction. Contact the installing con- tractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series EC-11 or EC-14 (specify) Sprinkler, SIN (specify), (specify) K-factor, Pendent or Upright (specify) Extended Coverage, (specify) temperature rating, (specify) finish, P/N (from Table E) Recessed Escutcheon, Two-Piece Specify: Style (30 or 40) Two-Piece Recessed Escutcheon with (specify) finish, P/N (specify*) *Refer to Technical Data Sheet TFP770 Flush Escutcheon, Two-Piece Specify: Style 60 Two-Piece Flush Escutcheon with (specify) finish, P/N (specify**) **Refer to Technical Data Sheet TFP778 Sprinkler Wrenches Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1-001 Specify: W-Type 22 Recessed Sprinkler Wrench, P/N 56-665-7-001 SIN 893 11.2K Pendent TY5237 894 11.2K Upright TY5137 895 14.0K Pendent TY6237 896 14.0K Upright TY6137 SPRINKLER FINISH1 1 NATURAL BRASS 4 SIGNAL WHITE (RAL9003) POLYESTER 5 JET BLACK (RAL9005) POLYESTER 7 LEAD COATED 9 CHROME-PLATED TEMPERATURE RATING 135 135°F (57°C) 155 155°F (68°C) 175 175°F (79°C) 200 200°F (93°C) 286 286°F (141°C) 000 OPEN2 TABLE E SERIES EC-11 AND EC-14 UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION NOTES: 1. Escutcheon ordered separately. 2. OPEN indicates the sprinkler assembly without glass bulb, button, and sealing assembly. TFP220 Page 8 of 8 1400 Pennbrook Parkway, Lansdale, PA 19446 | Telephone +1-215-362-0700 © 2019 Johnson Controls. All rights reserved. All specifications and other information shown were current as of document revision date and are subject to change without notice. NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registered trademarks of National Fire Protection Association; TEFLON is a registered trademark of DuPont Victaulic Mechanical-T® Outlet provides a direct branch connection at any location a hole can be cut in pipe. The hole is cut oversize to receive a “holefinder” locating collar which secures the outlet in position permanently. A pressure responsive gasket seals on the pipe O.D. Cross-type connections can be achieved by utilizing two upper housings of the same style and size, with the same or differing branch size connections. NOTE: Style 920 and Style 920N housings cannot be mated to each other to achieve a cross connection. Style 920 and Style 920N Mechanical-T outlets are available with grooved or female threaded outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized hous- ings are available, supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500 psi/3450 kPa working pressure on Schedule 10 and 40 carbon steel pipe. They may also be used on high density polyethylene or poly- butylene (HDPE) pipe. Pressure ratings on HDPE are dependent on the pipe rating. Contact Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on PVC plastic pipe. Standard piping practices dictate that the Mechanical-T Styles 920 and 920N must be installed so that the main and branch connections are a true 90° angle when permanently attached to the pipeline surface. Additionally, the Vic-Tap II® hole cutting tool, which allows for hole cutting capabilities on pressurized systems, utilizes the Style 920 Mechanical-T in conjunction with the Series 726 Vic-Ball Valve to create the Style 931 Vic-Tap II Mechanical-T unit. See page 8 for further information. MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A-536, grade 65-45-12, with orange enamel coating. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. • Optional: Hot dipped galvanized Gasket: (Specify choice*) • Grade “E” EPDM EPDM (Green color code). Temperature range –30°F to +230°F/–34°C to +110°C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C. NOT RECOMMENDED FOR PETROLEUM SERVICES. • Grade “T” nitrile Nitrile (Orange color code). Temperature range –20°F to +180°F/–29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150°F/+66°C or for hot dry air over +140°F/+60°C. *Services listed are General Service Recommendations only. It should be noted that there are s ervices for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a l isting of services which are not recommended. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. 11.02_1 Mechanical-T® Bolted Branch Outlets STYLES 920 AND 920N PATENTED 11.02CARBON STEEL PIPE - HOLE CUT PRODUCTS JOB/OWNER CONTRACTOR ENGINEER System No. __________________________Submitted By ________________________Spec Sect ____________ Para __________ Location ____________________________Date ________________________________Approved ___________________________ Date ________________________________ www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_K STYLES 920 AND 920N STYLE 920 CROSS SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS VNIIPO DIMENSIONS GROOVED OUTLET W ZY V Size Style No. Max. Work Pressure@ Dimensions Approx. Weight Each Run × Branch Nominal Size Inches mm 920 or 920N psi kPa Hole Diameter +0.13 -0.00 T** Inches mm V ‡ # Thd. Inches mm V ‡ Grv. Inches mm W Inches mm Y Inches mm Z Inches mm Female Thd. Lbs. kg Grv. Lbs. kg 2 × 1/2 (a) ¤ 920N 500 1.50 2.00 2.53 —1.61 5.35 2.75 3.1 —50 15 3450 38.1 51 64 41 136 70 1.5 3/4 (a) ¤ 920N 500 1.50 1.97 2.53 —1.61 5.35 2.75 3.1 —20 3450 38.1 50 64 41 136 70 1.5 1 (a) ¤920N 500 1.50 1.85 2.53 —1.61 5.35 2.75 3.0 —25 3450 38.1 47 64 41 136 70 1.4 1 1/4 (a) †¤920N 500 1.75 2.05 2.75 3.00 1.61 5.35 3.00 3.5 3.2 32 3450 44.5 52 70 76 41 136 76 1.7 1.5 1 1/2 (a) †¤920N 500 1.75 2.03 2.75 3.12 1.61 5.35 3.25 3.6 3.2 40 3450 44.5 52 70 79 41 136 83 1.7 1.5 2 1/2 × 1/2 (a) §¤920N 500 1.50 2.21 2.74 —91.82 5.64 2.75 3.0 —65 15 3450 38.1 56 70 46 143 70 1.4 3/4 (a) §¤920N 500 1.50 2.18 2.74 —1.82 5.64 2.75 3.0 —20 3450 38.1 55 70 46 143 70 1.4 1 (a) §¤920N 500 1.50 2.06 2.74 —1.82 5.64 2.75 2.9 —25 3450 38.1 52 70 46 143 70 1.4 1 1/4 † (a) ¤920N 500 1.75 2.30 3.00 3.25 1.82 6.29 3.00 3.5 3.2 32 3450 44.5 58 76 83 46 160 76 1.7 1.5 1 1/2 † (a) ¤920N 500 2.00 2.28 3.00 3.25 1.82 6.26 3.25 3.6 3.3 40 3450 50.8 58 76 83 46 159 83 1.7 1.6 76.1 × 1/2 (a)920N 300 1.50 2.22 2.75 —2.25 6.46 3.18 3.9 —15 2065 38.1 56 70 57 164 81 1.8 3/4 (a)920N 300 1.50 2.19 2.75 —2.25 6.46 3.18 3.9 —20 2065 38.1 56 70 57 164 81 1.8 1 (a) 920N 300 1.50 2.07 2.75 —2.25 6.46 3.18 3.8 —25 2065 38.1 53 70 57 164 81 1.7 1 1/4 (a) ¤920N 500 1.75 2.30 3.00 3.31 1.92 6.29 3.00 3.5 3.2 32 3450 44.5 58 76 84 49 160 76 1.6 1.5 1 1/2 (a) ¤920N 500 2.00 2.28 3.00 3.31 1.92 6.29 3.25 3.5 3.3 40 3450 50.8 58 76 84 49 160 83 1.6 1.5 3 × 1/2 (a) ¤920N 500 1.50 2.52 3.05 —2.28 6.15 2.75 3.4 —80 15 3450 38.1 64 78 58 156 70 1.6 3/4 (a) ¤920N 500 1.50 2.49 3.05 —2.28 6.15 2.75 3.4 —20 3450 38.1 63 78 58 156 70 1.6 1 (a)920N 500 1.50 2.38 3.06 —2.28 6.15 2.75 3.3 —25 3450 38.1 61 78 58 156 70 1.6 1 1/4 (a) †¤920N 500 1.75 2.55 3.25 3.56 2.28 6.15 3.00 3.8 3.7 32 (b)3450 44.5 65 83 90 58 156 76 1.8 1.8 1 1/2 (a) †¤920N 500 2.00 2.78 3.50 3.56 2.28 6.15 3.25 4.1 3.8 40 (b)3450 50.8 71 89 90 58 156 83 1.9 1.8 2 (a) ¤920N 500 2.50 2.75 3.50 3.56 2.28 6.75 3.88 4.9 4.6 50 3450 63.5 70 89 90 58 172 99 2.3 2.1 3 1/2 × 2 920N 500 2.50 3.00 —3.75 2.44 6.72 3.88 —3.8 90 50 3450 63.5 76 95 62 171 99 1.8 TABLE CONTINUED ON PG. 3 FEMALE THREADED OUTLET T W ZY V Important notes: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. • Provides a direct branch connection at any location where a hole can be cut in the pipe • A pressure responsive gasket provides the seal • Request Publication 11.03 for Mechanical-T cross assemblies • Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe • Sizes from 2 × ½"/50 × 15 mm through 8 × 4"/200 × 100 mm ** Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). † Available with grooved or female threaded outlet. Specify choice on order. ‡ Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify “BSPT” clearly on order. (b) For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services ¤ LPCB approved for fire protection services Ø Approved for use in China by Tianjin Approvals Company. 11.02_2 Mechanical-T® Bolted Branch Outlets STYLES 920 AND 920N 11.02CARBON STEEL PIPE - HOLE CUT PRODUCTS www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_K DIMENSIONS GROOVED OUTLET W ZY V FEMALE THREADED OUTLET T W ZY V Important notes: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. • Provides a direct branch connection at any location where a hole can be cut in the pipe • A pressure responsive gasket provides the seal • Request Publication 11.03 for Mechanical-T cross assemblies • Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe • Sizes from 2 × ½"/50 × 15 mm through 8 × 4"/200 × 100 mm Size Style No. Max. Work Pressure@ Dimensions Approx. Weight Each Run × Branch Nominal Size Inches mm 920 or 920N psi kPa Hole Diameter +0.13 -0.00 T** Inches mm V ‡ # Thd. Inches mm V ‡ Grv. Inches mm W Inches mm Y Inches mm Z Inches mm Female Thd. Lbs. kg Grv. Lbs. kg TABLE CONTINUED FROM PAGE 2 4 × 1/2 (a) ¤920N 500 1.50 3.03 3.56 —2.69 7.01 2.75 3.7 —100 15 3450 38.1 77 90 68 178 70 1.8 3/4 (a) ¤920N 500 1.50 3.00 3.56 —2.69 7.01 2.75 3.7 —20 3450 38.1 76 90 68 178 70 1.8 1 (a) ¤920N 500 1.50 2.88 3.56 —2.69 7.01 2.75 3.6 —25 3450 38.1 73 90 68 178 70 1.8 1 1/4 (a) †¤920N 500 1.75 3.08 3.78 4.00 2.69 7.01 3.00 4.0 3.6 32 (b)3450 44.5 78 96 102 68 178 76 1.9 1.8 1 1/2 (a) †¤920N 500 2.00 3.28 4.00 4.00 2.69 7.01 3.25 4.2 3.9 40 (b)3450 50.8 83 102 102 68 178 83 2.0 1.9 2 (a) †¤920N 500 2.50 3.25 4.00 4.00 2.69 7.01 3.88 5.0 4.6 50 3450 63.5 83 102 102 68 178 99 2.3 2.1 2 1/2 (a) †920 500 2.75 2.88 4.00 4.00 2.69 7.34 4.63 5.8 5.0 65 3450 69.9 73 102 102 68 186 118 2.6 2.3 76.1 mm 920 500 2.75 2.88 —4.00 2.69 7.34 4.63 —6.4 3450 69.9 73 102 68 186 118 2.9 3 (a) †920 500 3.50 3.31 4.50 4.12 2.69 7.73 5.12 8.4 6.4 80 3450 88.9 84 114 105 68 196 130 3.8 2.9 108.0 × 1 1/4 (a)¤920N 500 1.75 3.08 3.78 —2.63 7.64 3.05 5.0 —32 3450 44.5 78 96 67 194 78 2.3 1 1/2 (a)¤920N 500 2.00 3.28 4.00 —2.63 7.64 3.25 5.0 —40 3450 50.8 83 102 67 194 83 2.3 2 (a)920N 500 2.50 3.25 4.00 —2.63 7.64 4.00 4.0 —50 3450 63.5 83 102 67 194 102 1.9 76.1 mm 920 500 2.75 2.88 4.00 4.00 2.63 7.64 4.29 8.0 7.8 3450 69.9 73 102 102 67 194 109 3.6 3.5 3 (a)920 500 3.50 3.31 4.50 4.50 2.63 7.63 4.88 6.8 6.5 80 3450 88.9 84 114 114 67 194 124 3.1 3.0 5 × 1 1/2 (a) †920 500 2.00 4.03 4.75 4.75 3.16 9.70 3.69 7.4 7.6 125 40 3450 50.8 102 121 121 80 246 94 3.4 3.4 2 (a) †920 500 2.50 4.00 4.75 4.75 3.16 9.70 4.38 8.2 8.0 50 3450 63.5 102 121 121 80 246 111 3.7 3.6 2 1/2 (a) †920 500 2.75 3.63 4.75 4.75 3.16 9.70 4.63 8.3 7.9 65 3450 69.9 92 121 121 80 246 118 3.8 3.6 76.1 mm ¤920 500 2.75 3.75 —4.75 3.16 9.70 4.63 —8.0 3450 69.9 95 121 80 246 118 3.6 3 (a) †920 500 3.50 3.81 5.00 4.63 3.16 9.70 5.31 8.4 8.8 80 3450 88.9 97 127 118 80 246 135 3.8 4.0 133.0 × 2 920N 500 2.50 3.75 4.50 —3.17 8.00 3.88 8.0 —50 3450 63.5 95 114 81 203 99 3.6 3 920 500 3.50 3.81 5.00 —3.00 9.46 5.31 8.0 —80 3450 88.9 97 127 76 240 135 3.6 TABLE CONTINUED ON PG. 4 ** Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). † Available with grooved or female threaded outlet. Specify choice on order. ‡ Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify “BSPT” clearly on order. (b) For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services ¤ LPCB approved for fire protection services Ø Approved for use in China by Tianjin Approvals Company. 11.02_3 Mechanical-T® Bolted Branch Outlets STYLES 920 AND 920N 11.02CARBON STEEL PIPE - HOLE CUT PRODUCTS www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_K DIMENSIONS GROOVED OUTLET W ZY V FEMALE THREADED OUTLET T W ZY V Important notes: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. • Provides a direct branch connection at any location where a hole can be cut in the pipe • A pressure responsive gasket provides the seal • Request Publication 11.03 for Mechanical-T cross assemblies • Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe • Sizes from 2 × ½"/50 × 15 mm through 8 × 4"/200 × 100 mm Size Style No. Max. Work Pressure@ Dimensions Approx. Weight Each Run × Branch Nominal Size Inches mm 920 or 920N psi kPa Hole Diameter +0.13 -0.00 T** Inches mm V ‡ # Thd. Inches mm V ‡ Grv. Inches mm W Inches mm Y Inches mm Z Inches mm Female Thd. Lbs. kg Grv. Lbs. kg TABLE CONTINUED FROM PAGE 3 139.7 × 1 1/2 †920N 500 2.00 3.78 4.50 —3.30 8.23 3.25 7.0 —40 3450 50.8 96 114 84 209 83 3.2 2 †920N 500 2.50 3.75 4.50 —3.30 8.23 3.88 9.0 —50 3450 63.5 95 114 84 209 99 4.1 6 × 1 1/4 (a)920N 500 1.75 4.43 513 513 3.79 9.15 3.25 5.1 4.8 150 32 (b)3450 44.5 112 130 130 96 232 83 2.3 2.2 1 1/2 (a) †¤920N 500 2.00 4.40 5.13 5.13 3.79 9.15 3.25 5.4 5.1 40 (b)3450 50.8 112 130 130 96 232 83 2.4 2.3 2 (a) †¤920N 500 2.50 4.38 5.13 5.13 3.79 9.15 3.88 6.0 5.6 50 3450 63.5 111 130 130 96 232 99 2.7 2.5 76.1 mm ¤920 500 2.75 4.15 —5.21 3.69 10.51 4.63 —8.4 3450 69.9 105 132 94 267 118 3.8 3 (a) †920 500 3.50 4.31 5.50 5.13 3.69 10.51 5.31 9.9 8.4 80 3450 88.9 110 140 130 94 267 135 4.5 3.8 4 (a) †¤920 500 4.50 3.81 5.75 5.38 3.69 10.51 6.25 10.1 10.1 100 3450 114.3 97 146 137 94 267 159 4.6 4.6 159.0 × 1 1/2 (a)920N 500 2.00 4.41 5.13 —3.63 9.40 3.25 7.8 —40 3450 50.8 112 130 92 239 83 3.5 2 (a)920N 500 2.50 4.38 5.13 —3.63 9.40 3.88 8.0 —50 3450 63.5 111 130 92 239 99 3.6 76.1 mm 920 500 2.75 4.38 5.50 5.13 3.63 9.40 4.63 9.5 9.5 3450 69.9 111 140 130 92 239 118 4.3 4.3 3 920 500 3.50 4.31 5.50 5.13 3.63 9.40 5.31 8.1 14.0 80 3450 88.9 110 140 130 92 239 135 3.7 6.4 108.0 mm 920 500 4.50 4.45 —5.38 3.63 9.40 6.12 —10.0 3450 114.3 113 137 92 239 155 4.5 4 920 500 4.50 3.81 5.75 —3.63 9.40 6.25 18.0 —100 3450 114.3 96.80 146 92 239 159 8.2 TABLE CONTINUED ON PG. 5 ** Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). † Available with grooved or female threaded outlet. Specify choice on order. ‡ Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify “BSPT” clearly on order. (b) For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services ¤ LPCB approved for fire protection services Ø Approved for use in China by Tianjin Approvals Company. 11.02_4 Mechanical-T® Bolted Branch Outlets STYLES 920 AND 920N 11.02CARBON STEEL PIPE - HOLE CUT PRODUCTS www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_K Size Style No. Max. Work Pressure@ Dimensions Approx. Weight Each Run × Branch Nominal Size Inches mm 920 or 920N psi kPa Hole Diameter +0.13 -0.00 T** Inches mm V ‡ # Thd. Inches mm V ‡ Grv. Inches mm W Inches mm Y Inches mm Z Inches mm Female Thd. Lbs. kg Grv. Lbs. kg TABLE CONTINUED FROM PAGE 4 165.1 × 1 920N 500 1.50 3.88 4.56 —3.79 9.34 2.75 8.0 —25 3450 38.1 99 116 96 237 70 3.6 1 1/4 ¤920N 500 1.75 4.43 5.13 —3.79 9.34 3.25 8.4 —32 3450 44.5 113 130 96 237 83 3.8 1 1/2 (a) †¤920N 500 2.00 4.41 5.13 5.13 3.79 9.34 3.25 8.4 5.4 40 3450 50.8 112 130 130 96 237 83 3.8 2.4 2 (a) †920N 500 2.50 4.38 5.13 5.13 3.79 9.34 3.88 8.5 6.0 50 3450 63.5 111 130 130 96 237 99 3.9 2.7 76.1 mm 920 500 2.75 4.01 5.13 5.21 3.63 10.51 4.63 8.6 7.6 3450 69.9 110 130 132 92 267 118 3.9 3.4 3 (a) † Ø 920 500 3.50 4.31 5.50 5.13 3.63 10.51 5.31 10.2 8.4 80 3450 88.9 110 140 130 92 267 135 4.6 3.8 4 (a) †¤920 500 4.50 3.81 5.75 5.38 3.63 10.51 6.25 10.5 8.4 100 3450 114.3 97 146 137 92 267 159 4.8 3.8 8 × 2 (a) †920 500 2.75 5.44 6.19 6.25 4.81 12.42 4.50 11.6 11.6 200 50 3450 69.9 138 157 159 122 316 114 5.3 5.3 2 1/2 (a) †920 500 2.75 5.07 6.19 6.19 4.81 12.42 4.50 11.6 11.6 65 3450 69.9 129 157 157 122 316 114 5.3 5.3 76.1 mm ¤920 500 2.75 5.25 —6.25 4.81 12.42 4.56 —11.6 3450 69.9 133 159 122 316 116 5.3 3 (a) †¤920 500 3.50 5.31 6.50 6.50 4.81 12.42 5.31 12.6 11.6 80 3450 88.9 135 165 165 122 316 135 5.7 5.3 4 (a) †¤920 500 4.50 4.81 6.75 6.38 4.81 12.42 6.25 15.3 12.5 100 3450 114.3 122 171 162 122 316 159 6.9 5.7 ** Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). † Available with grooved or female threaded outlet. Specify choice on order. ‡ Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings.` (a) British Standard female pipe threaded outlet is available as listed. Specify “BSPT” clearly on order. (b) For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services ¤ LPCB approved for fire protection services Ø Approved for use in China by Tianjin Approvals Company. DIMENSIONS GROOVED OUTLET W ZY V FEMALE THREADED OUTLET T W ZY V Important notes: Style 920 and Style 920N housings cannot be mated to each other to achieve cross connections. • Provides a direct branch connection at any location where a hole can be cut in the pipe • A pressure responsive gasket provides the seal • Request Publication 11.03 for Mechanical-T cross assemblies • Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe • Sizes from 2 × ½"/50 × 15 mm through 8 × 4"/200 × 100 mm 11.02_5 Mechanical-T® Bolted Branch Outlets STYLES 920 AND 920N 11.02CARBON STEEL PIPE - HOLE CUT PRODUCTS www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_K FLOW DATA Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 920N and 929 Mechanical-T® fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained from the relationship below. CV and Kv Values Values for flow of water at +60°F/+16°C are shown in the table below. Formulas for CV /Kv Values: 1 2 Exaggerated for clarity OUTLET SIZE Equivalent Length of Outlet Size Schedule 40 Carbon Steel Pipe (per UL 213, Sec. 16) (C = 120)ŧ FT CV/KV Values NOMINAL DIAMETER In/mm ACTUAL O.D. In/mm GROOVED THREADED GROOVED THREADED 1/2 0.840 -2 -11 15 21.3 9.4 3/4 1.050 -4 -16 20 26.7 13.7 1 1.315 -8 -21 25 33.7 1.8 1 1/4 1.660 5 1/2 6 50 48 32 42.7 42.9 41.1 1 1/2 1.900 11 11 53 53 40 98.3 45.4 45.4 2 2.375 9 10 1/2 112 104 50 60.3 96 89.1 2 1/2 2.875 20 12 1/2 119 150 65 73.0 102 128.5 3.000 16*-161 -76.1 mm 76.1 138.1 3 3.500 14 15 1/2 249 237 80 88.9 213.4 203.1 4 4.500 20 22 421 401 100 114.3 360.8 343.6 P = Q 2 Kv Where: Q = Flow ( ) P = P ressure (bar) Kv = Flow FactorQ = Kv x P m3 hr. ŧ Hazen-Williams coefficient of friction is 120.* Pipe with a wall thickness of 0.165in./4.2mm. 11.02_6 Mechanical-T® Bolted Branch Outlets STYLES 920 AND 920N 11.02CARBON STEEL PIPE - HOLE CUT PRODUCTS www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_K FIRE PROTECTION APPROVALS AND PRESSURE RATINGS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Run Size Outlet Size Pipe Approval Agency Rated Working Pressures – psi/kPa Nominal Size Inches/mm Actual Outside Diameter Inches/mm Inches/mm Schedule UL ULC FM LPCB Vds (Style 920)(Style 920N) 21/2 - 6 2.875 - 6.625 All 10, 40 400 400 400 290 232 362 65 - 150 73.0 - 168.3 2755 2755 2755 1999 1599 2496 21/2 - 4 2.875 - 4.500 All DF 300 300 300 290 232 362 65 - 100 73.0 - 114.3 2065 2065 2065 1999 1599 2496 21/2 - 4 2.875 - 4.500 All SF 300 300 300 290 232 362 65 - 100 73.0 - 114.3 2065 2065 2065 1999 1599 2496 6 6.625 3, 4 10 300 300 250 290 232 362 150 168.3 2065 2065 1724 1999 1599 2496 6 6.625 3,4 30, 40 300 300 300 290 232 362 150 168.3 2065 2065 2065 1999 1599 2496 8 8.625 21/2 10, 40 400 ———145 —200 219.1 2755 1000 8 8.625 3,4 10 300 —250 —145 —200 219.1 2065 1724 1000 8 8.625 3,4 30, 40 300 —300 —145 —200 219.1 2065 2065 1000 NOTES: 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. DF refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Listed/Approved Super-Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. VIC-TAP II HOLE CUTTING TOOL FOR 4 - 8"/100 - 200 MM CARBON STEEL PIPE The Vic-Tap II hole cutting tool is designed for use with the Style 931 Vic-Tap II Mechanical-T unit, which is a combination of the Style 920 Mechanical-T and Series 726 Vic-Ball Valve. The Vic-Tap II is capable of tapping into carbon steel pipe systems under pressures up to 500 psi/3450 kPa. The Style 931 Vic-Tap II Mechanical-T unit is a full port ball valve which can be mounted on 4"/100 mm, 5"/125 mm, 6"/150 mm and 8"/200 mm diameter pipe. The Style 931 comes with a 2 ½"/65 mm grooved outlet. The drill motor is an electric motor with ground fault circuit interrupter (GFCI) in accordance with safety codes. For more information, refer to publication 24.01. 11.02_7 Mechanical-T® Bolted Branch Outlets STYLES 920 AND 920N 11.02CARBON STEEL PIPE - HOLE CUT PRODUCTS www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_K WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. NOTE INSTALLATION Reference should always be made to the I-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. 11.02_K Mechanical-T® Bolted Branch Outlets STYLES 920 AND 920N 11.02CARBON STEEL PIPE - HOLE CUT PRODUCTS For complete contact information, visit www.victaulic.com 11.02 1480 REV K UPDATED 4/2010 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org July 14, 2022 C J Suppression Inc. 205 Lewis Court Corona, CA 92882 Re: TI Fire Sprinkler Plan Review – LA QUINTA - TARGET FSS2022-0242 / 78935 HIGHWAY 111, 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. The following inspections/tests are required to be witnessed by the Office of the Fire Marshal staff: 1) Overhead Rough: All installed/relocated piping must be visible. 2) Final inspection: All trim is in place, 5-Year certification is current. New/added heads shall be included in the spare head box compliment. *Water-flow signal test may be performed during the Final Inspection. All persons performing work on the automatic fire sprinkler system shall be Certified Sprinkler Fitters or Registered with the State Fire Marshal for Apprentice or Trainee classification. 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: 78935 HIGHWAY 111 PERMIT#: FSS2022-0242 DATE ISSUED: 7/14/2022 DESCRIPTION: LA QUINTA – TARGET – TI SPK CONTRACTOR: C J SUPPRESSION INC. 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. 1 Hetrick, Kohl@CALFIRE From:Hetrick, Kohl@CALFIRE Sent:Thursday, September 1, 2022 4:15 PM To:Grissel Abreu-Garcia; Bob Lindahl Cc:Dennis Whitfield (dennis.whitfield@target.com); Steve Richardson; Adam Zambelli; Jacob Fuson; CJS Construction; Sean.McNamara Subject:RE: Pony wall at OPU / Sales Floor Target #1867 La Quinta, CA Attachments:FSS2022-0242 - APPROVED PLANS AND CALCS.pdf Hi Grissel, Sorry for the delay in getting back to you. But I have good news. This element was bugging my conscience and I felt the need to go back through the whole review process and conditioning. Short end of the story – the fire sprinkler FSS2022-0242 approved plans were hydraulically calculated in a way that provided some of the confusion to stipulate this requirement and were in effect over designed. Let me explain. The 2 separate calculated areas for the OPU Storage could have been calculated together and at the maximum coverage area of 2,000 sf (They were calculated separately with one at 1549sf and the other at 1858sf (3407sf total)). This can be corrected in the revised plan and calculations already going to be required for the as-built conditions observed. This is no longer the “Room Design Method” of NFPA 13 as was initially perceived (less than 2000sf) which would have required the 2-hour rated barrier. So, with all of that – Only a full-height wall without any fire rating specifications is required, so as to maintain the “concealed non-combustible” space of the above ceiling area of the mercantile sales floor. My apologies for the confusion and back and forth. I will update notes in the Etrakit Permits to try and clear up the matter. 2 Please let me know if anyone has any further questions. Thank you, KOHL HETRICK Fire Safety Specialist / Office of the Fire Marshal Cal Fire/Riverside County Fire Department City of La Quinta Desk: 760-777-7074 | Mobile: 760-409-5109 Inspection Hotline: 760-777-7131 78495 Calle Tampico, La Quinta, CA 92253 kohl.hetrick@fire.ca.gov | www.rvcfire.org Sch: Mon-Thurs / MBTI = ENTJ Leadership, Competence, Integrity, Safety, Customer Service The Office of the County Fire Marshal is committed to facilitating fire and life safety solutions by empowering its employees to serve our community through innovation and partnership. From: Grissel Abreu-Garcia <gabreu-garcia@sargarch.com> Sent: Wednesday, August 31, 2022 1:07 PM To: Hetrick, Kohl@CALFIRE <Kohl.Hetrick@fire.ca.gov>; Bob Lindahl <blindahl@acrbuild.com> Cc: Dennis Whitfield (dennis.whitfield@target.com) <dennis.whitfield@target.com>; Steve Richardson <srichardson@acrbuild.com>; Adam Zambelli <azambelli@sargarch.com>; Jacob Fuson <Jfuson@laquintaca.gov>; CJS Construction <construction@cjsuppression.com>; Sean.McNamara <Sean.McNamara@target.com> Subject: RE: Pony wall at OPU / Sales Floor Target #1867 La Quinta, CA Warning: this message is from an external user and should be treated with caution. Hi Kohl, Thanks for the feedback we have also discussed it internally and agree that the non-sprinklered concealed space would certainly need to be separated from OPU space however we cannot find in the code the requirement for the 2-hour barrier or fire partition. Can you please provide the code reference for the rating so we can properly address this comment. Thanks again for all your help on this matter, Grissel Abreu-Garcia SENIOR PROJECT MANAGER 461 From Road, Second Floor, Paramus, NJ 07652 O . 973.253.9393 x157 | D. 973.859.9358 | M . 201.468.7677 E . gabreu-garcia@sargarch.com | www.sargarch.com From: Hetrick, Kohl@CALFIRE <Kohl.Hetrick@fire.ca.gov> Sent: Tuesday, August 30, 2022 7:41 PM To: Grissel Abreu-Garcia <gabreu-garcia@sargarch.com>; Bob Lindahl <blindahl@acrbuild.com> Cc: Dennis Whitfield (dennis.whitfield@target.com) <dennis.whitfield@target.com>; Steve Richardson <srichardson@acrbuild.com>; Adam Zambelli <azambelli@sargarch.com>; Jacob Fuson <Jfuson@laquintaca.gov>; CJS Construction <construction@cjsuppression.com> Subject: RE: Pony wall at OPU / Sales Floor Target #1867 La Quinta, CA Caution: External Sender Grissel and Team. I followed up with conversations with Jake (Building) and my Fire Protection Engineer (Dave Myers). Based on those conversations, I must advise the following: It is necessary for the wall assembly to meet general compliance with CBC for “Fire Barrier” or “Fire Partition”, including the opening and penetration protection of the mechanical and doorway components at the 90-minute to 2-hour rating. This would require the wall assembly to be detailed per CBC specifications which typically point to a UL detail. If considering this option, revised plan sheet(s) and details would need to be submitted to Building for a formal review and approval. Another option is available that could be entertained. Pending consultation with the fire sprinkler system designer, NFPA 13 allows a provision of designing the coverage 15- feet beyond (within) the adjacent hazard. Normally this is used for areas of differing densities where sprinkler protection is provided within both adjacent hazards. This is not entirely the case here as there is no sprinklers within the non-combustible concealed space – so extending branch lines of the same or reduced density design within the 15-feet for coverage within the adjacent space (above the Merchantile floorspace) could be considered appropriate [NFPA 13 Section 12.3]. This options does have a water flow requirement that is already impacted. Please review and consult and get back to me and Building with the follow-up proposal. Respectfully, KOHL HETRICK Fire Safety Specialist / Office of the Fire Marshal Cal Fire/Riverside County Fire Department City of La Quinta Desk: 760-777-7074 | Mobile: 760-409-5109 3 Inspection Hotline: 760-777-7131 78495 Calle Tampico, La Quinta, CA 92253 kohl.hetrick@fire.ca.gov | www.rvcfire.org Sch: Mon-Thurs / MBTI = ENTJ Leadership, Competence, Integrity, Safety, Customer Service The Office of the County Fire Marshal is committed to facilitating fire and life safety solutions by empowering its employees to serve our community through innovation and partnership. From: Grissel Abreu-Garcia <gabreu-garcia@sargarch.com> Sent: Tuesday, August 30, 2022 1:52 PM To: Hetrick, Kohl@CALFIRE <Kohl.Hetrick@fire.ca.gov>; Bob Lindahl <blindahl@acrbuild.com> Cc: Dennis Whitfield (dennis.whitfield@target.com) <dennis.whitfield@target.com>; Steve Richardson <srichardson@acrbuild.com>; Adam Zambelli <azambelli@sargarch.com>; Jacob Fuson <Jfuson@laquintaca.gov>; CJS Construction <construction@cjsuppression.com> Subject: RE: Pony wall at OPU / Sales Floor Target #1867 La Quinta, CA Warning: this message is from an external user and should be treated with caution. Hi Kohl, It was a pleasure talking to you earlier. Per our conversation we have adjusted the details below. New items are shown in red. We are calling out 1 additional layer of 5/8” type X gyp bd and added a general note about sealing any penetration on the storage side of the wall. Let me know if you need anything else. Thanks again. Grissel Abreu-Garcia SENIOR PROJECT MANAGER 461 From Road, Second Floor, Paramus, NJ 07652 O . 973.253.9393 x157 | D. 973.859.9358 | M . 201.468.7677 E . gabreu-garcia@sargarch.com | www.sargarch.com From: Hetrick, Kohl@CALFIRE <Kohl.Hetrick@fire.ca.gov> Sent: Tuesday, August 30, 2022 3:45 PM To: Grissel Abreu-Garcia <gabreu-garcia@sargarch.com>; Bob Lindahl <blindahl@acrbuild.com> Cc: Dennis Whitfield (dennis.whitfield@target.com) <dennis.whitfield@target.com>; Steve Richardson <srichardson@acrbuild.com>; Adam Zambelli <azambelli@sargarch.com>; Jacob Fuson <Jfuson@laquintaca.gov>; CJS Construction <construction@cjsuppression.com> Subject: RE: Pony wall at OPU / Sales Floor Target #1867 La Quinta, CA Caution: External Sender Hello Abreu-Garcia, The extension of the wall is appropriate and acceptable. Additional details are necessary though. Please specifically provide a snapshot detail of the assembly and information of the finish material, any fire-rating and any implications of penetrations. Thank you, KOHL HETRICK Fire Safety Specialist / Office of the Fire Marshal Cal Fire/Riverside County Fire Department City of La Quinta Desk: 760-777-7074 | Mobile: 760-409-5109 Inspection Hotline: 760-777-7131 78495 Calle Tampico, La Quinta, CA 92253 kohl.hetrick@fire.ca.gov | www.rvcfire.org Sch: Mon-Thurs / MBTI = ENTJ Leadership, Competence, Integrity, Safety, Customer Service 4 The Office of the County Fire Marshal is committed to facilitating fire and life safety solutions by empowering its employees to serve our community through innovation and partnership. From: Grissel Abreu-Garcia <gabreu-garcia@sargarch.com> Sent: Tuesday, August 30, 2022 12:05 PM To: Hetrick, Kohl@CALFIRE <Kohl.Hetrick@fire.ca.gov>; Bob Lindahl <blindahl@acrbuild.com> Cc: Dennis Whitfield (dennis.whitfield@target.com) <dennis.whitfield@target.com>; Steve Richardson <srichardson@acrbuild.com>; Adam Zambelli <azambelli@sargarch.com>; Jacob Fuson <Jfuson@laquintaca.gov>; CJS Construction <construction@cjsuppression.com> Subject: RE: Pony wall at OPU / Sales Floor Target #1867 La Quinta, CA Warning: this message is from an external user and should be treated with caution. Hi Mr. Hetrick, Thanks for your quick response. Our intent here is to extend the wall and that the inside of the stock space has drywall to deck. I want to confirm that this also satisfies the intent. See below, the highlighted wall goes to deck and this is what we should on the architectural drawings. Let me know if you have any questions. Thanks, Grissel Abreu-Garcia SENIOR PROJECT MANAGER 461 From Road, Second Floor, Paramus, NJ 07652 O . 973.253.9393 x157 | D. 973.859.9358 | M . 201.468.7677 E . gabreu-garcia@sargarch.com | www.sargarch.com From: Hetrick, Kohl@CALFIRE <Kohl.Hetrick@fire.ca.gov> Sent: Tuesday, August 30, 2022 2:13 PM To: Bob Lindahl <blindahl@acrbuild.com> Cc: Dennis Whitfield (dennis.whitfield@target.com) <dennis.whitfield@target.com>; Steve Richardson <srichardson@acrbuild.com>; Grissel Abreu-Garcia <gabreu- garcia@sargarch.com>; Adam Zambelli <azambelli@sargarch.com>; Jacob Fuson <Jfuson@laquintaca.gov>; CJS Construction <construction@cjsuppression.com> Subject: RE: Pony wall at OPU / Sales Floor Target #1867 La Quinta, CA Caution: External Sender Happy to review the matter with you. The provisions is not a Building Code requirement. It comes down to the existing fire sprinkler system design and coverage and the adjustments created by the removal of the hard lid ceiling in the OPU Storage areas creating an open-space impact to the new fire sprinkler system design. The existing sprinkler system does/did not have upright fire sprinkler head protection in the non-combustible concealed spaces above the ceiling components. As the new OPU Storage was part of an existing hard-lid ceiling area that did not have upright fire sprinkler protection within the concealed spaces above – when the ceiling was removed and the fire sprinkler system was upgraded/modified in preparation for the storage/rack storage planned uses now becoming present = it is observed that there is no longer a horizontal/vertical separation of the concealed space. NFPA 13 is of reference for the options available to alleviate this issue. The initial thought is that the fire sprinkler system designer was utilizing the provisions of the “Room Design Method – 11.2.3.3”. This section stipulates “11.2.3.3.3 To utilize the room design method, all rooms shall be enclosed with walls having a fire-resistance rating equal to the water supply duration indicated in Table 11.2.3.1.2.” This table identifies a “90-120 Minute Duration” for the 0.45 Extra Hazard design selection density. *This is duplicated in Section 12.10 – (General Storage) NFPA 13 Section 8.15.1.2 Concealed Spaces Not Requiring Sprinkler Protection – is also of reference. NFPA 13 Section 12.3 Adjacent Hazards or Design Methods – is also of reference. 5 NFPA 13 Section 12.9 Unsprinklered Combustible Concealed Spaces – gives a perspective to the intent of the design limitations, though we are dealing with non- combustible concealed construction. Please review this matter with your design and development team and any appropriate consultants, along with the fire sprinkler system contractor – to determine the appropriate code application and plan to mitigate the perceived issue. If it is to be a consideration of the extending and rating the existing partition walls – details and specifications will need to be provided to the Building Department as well. Please let me know if you have any further questions. KOHL HETRICK Fire Safety Specialist / Office of the Fire Marshal Cal Fire/Riverside County Fire Department City of La Quinta Desk: 760-777-7074 | Mobile: 760-409-5109 Inspection Hotline: 760-777-7131 78495 Calle Tampico, La Quinta, CA 92253 kohl.hetrick@fire.ca.gov | www.rvcfire.org Sch: Mon-Thurs / MBTI = ENTJ Leadership, Competence, Integrity, Safety, Customer Service The Office of the County Fire Marshal is committed to facilitating fire and life safety solutions by empowering its employees to serve our community through innovation and partnership. From: Bob Lindahl <blindahl@acrbuild.com> Sent: Tuesday, August 30, 2022 10:00 AM To: Hetrick, Kohl@CALFIRE <Kohl.Hetrick@fire.ca.gov> Cc: Dennis Whitfield (dennis.whitfield@target.com) <dennis.whitfield@target.com>; Steve Richardson <srichardson@acrbuild.com>; Grissel Abreu-Garcia <gabreu- garcia@sargarch.com>; azambelli@sargarch.com Subject: FW: Pony wall at OPU / Sales Floor Target #1867 La Quinta, CA Warning: this message is from an external user and should be treated with caution. Kohl, This is the Superintendent on the La Quinta Target. We just spoke yesterday when you were here and we had a discussion about the requirements for our raised wall between the Sales and Storage. I reached out through email to our architect and as you can read below they have a different take on the raised wall requirements between our sales and storage areas. Can you look at the chart below and let us know if their reading of the code complies with yours? Thank you for your help in this matter, Bob Lindahl Field Superintendent ACR Builders, Inc (951)850-0529 From: Grissel Abreu-Garcia <gabreu-garcia@sargarch.com> Sent: Tuesday, August 30, 2022 9:15 AM To: Bob Lindahl <blindahl@acrbuild.com>; Adam Zambelli <azambelli@sargarch.com>; Steve Richardson <srichardson@acrbuild.com>; Dennis Whitfield (dennis.whitfield@target.com) <dennis.whitfield@target.com> Subject: RE: Pony wall at OPU / Sales Floor Target #1867 La Quinta, CA Maybe show him this from the code. If he has questions. 6 Grissel Abreu-Garcia SENIOR PROJECT MANAGER 461 From Road, Second Floor, Paramus, NJ 07652 O . 973.253.9393 x157 | D. 973.859.9358 | M . 201.468.7677 E . gabreu-garcia@sargarch.com | www.sargarch.com From: Bob Lindahl <blindahl@acrbuild.com> Sent: Tuesday, August 30, 2022 12:13 PM To: Grissel Abreu-Garcia <gabreu-garcia@sargarch.com>; Adam Zambelli <azambelli@sargarch.com>; Steve Richardson <srichardson@acrbuild.com>; Dennis Whitfield (dennis.whitfield@target.com) <dennis.whitfield@target.com> Subject: Re: Pony wall at OPU / Sales Floor Target #1867 La Quinta, CA Caution: External Sender He mentioned something about 90:120 minutes. Get Outlook for iOS From: Grissel Abreu-Garcia <gabreu-garcia@sargarch.com> Sent: Tuesday, August 30, 2022 9:03:07 AM To: Bob Lindahl <blindahl@acrbuild.com>; Adam Zambelli <azambelli@sargarch.com>; Steve Richardson <srichardson@acrbuild.com>; Dennis Whitfield (dennis.whitfield@target.com) <dennis.whitfield@target.com> Subject: RE: Pony wall at OPU / Sales Floor Target #1867 La Quinta, CA Bob, We are trying to understand the request for the 2 layers. Per code section 508 separation between Sales and Stock is not required. Just ask the inspector to clarify. I can say add the 2 layers but we don’t want to if the expense is not required. Thanks, Grissel Abreu-Garcia SENIOR PROJECT MANAGER 461 From Road, Second Floor, Paramus, NJ 07652 O . 973.253.9393 x157 | D. 973.859.9358 | M . 201.468.7677 E . gabreu-garcia@sargarch.com | www.sargarch.com From: Bob Lindahl <blindahl@acrbuild.com> Sent: Tuesday, August 30, 2022 11:50 AM To: Adam Zambelli <azambelli@sargarch.com>; Steve Richardson <srichardson@acrbuild.com>; Dennis Whitfield (dennis.whitfield@target.com) 7 <dennis.whitfield@target.com> Cc: Grissel Abreu-Garcia <gabreu-garcia@sargarch.com> Subject: Re: Pony wall at OPU / Sales Floor Target #1867 La Quinta, CA Caution: External Sender Alright, I’ll try and take that to the bank with the inspector, in a very delicate and courteous way. Thank you Get Outlook for iOS From: Adam Zambelli <azambelli@sargarch.com> Sent: Tuesday, August 30, 2022 8:46:07 AM To: Bob Lindahl <blindahl@acrbuild.com>; Steve Richardson <srichardson@acrbuild.com>; Dennis Whitfield (dennis.whitfield@target.com) <dennis.whitfield@target.com> Cc: Grissel Abreu-Garcia <gabreu-garcia@sargarch.com> Subject: RE: Pony wall at OPU / Sales Floor Target #1867 La Quinta, CA The County code of Riverside, CA is based off the 2019 California fire code and building code which we are using. Rated walls are not required between sales and stock. Adam Zambelli PROJECT MANAGER 461 From Road, Second Floor, Paramus, NJ 07652 D. 973.253.9393 x.515 | E . azambelli@sargarch.com www.sargarch.com From: Bob Lindahl <blindahl@acrbuild.com> Sent: Tuesday, August 30, 2022 11:28 AM To: Adam Zambelli <azambelli@sargarch.com>; Steve Richardson <srichardson@acrbuild.com>; Dennis Whitfield (dennis.whitfield@target.com) <dennis.whitfield@target.com> Cc: Grissel Abreu-Garcia <gabreu-garcia@sargarch.com> Subject: RE: Pony wall at OPU / Sales Floor Target #1867 La Quinta, CA Caution: External Sender Does that one-sided drywall comply with the code for the County of Riverside, CA fire? From: Adam Zambelli <azambelli@sargarch.com> Sent: Tuesday, August 30, 2022 8:21 AM To: Bob Lindahl <blindahl@acrbuild.com>; Steve Richardson <srichardson@acrbuild.com>; Dennis Whitfield (dennis.whitfield@target.com) <dennis.whitfield@target.com> Cc: Grissel Abreu-Garcia <gabreu-garcia@sargarch.com> Subject: RE: Pony wall at OPU / Sales Floor Target #1867 La Quinta, CA Hello Bob, Usually we only have 1 layer of gyp bd on the opu side of the wall as this wall usually in type VB construction wall between sales and stock does not need to be rated. Adam Zambelli PROJECT MANAGER 461 From Road, Second Floor, Paramus, NJ 07652 D. 973.253.9393 x.515 | E . azambelli@sargarch.com www.sargarch.com From: Bob Lindahl <blindahl@acrbuild.com> Sent: Monday, August 29, 2022 4:03 PM To: Adam Zambelli <azambelli@sargarch.com>; Steve Richardson <srichardson@acrbuild.com>; Dennis Whitfield (dennis.whitfield@target.com) <dennis.whitfield@target.com> Cc: Grissel Abreu-Garcia <gabreu-garcia@sargarch.com> Subject: RE: Pony wall at OPU / Sales Floor Target #1867 La Quinta, CA Caution: External Sender Yes, and he said he would be looking for it, with whatever our architect prescribes. From: Adam Zambelli <azambelli@sargarch.com> Sent: Monday, August 29, 2022 12:26 PM To: Bob Lindahl <blindahl@acrbuild.com>; Steve Richardson <srichardson@acrbuild.com>; Dennis Whitfield (dennis.whitfield@target.com) <dennis.whitfield@target.com> Cc: Grissel Abreu-Garcia <gabreu-garcia@sargarch.com> Subject: RE: Pony wall at OPU / Sales Floor Target #1867 La Quinta, CA Hello Bob, 8 Just so we are on the same page. Is this the wall that needs to extend to the deck with the option of 2 layers of gyp on the OPU side? Adam Zambelli PROJECT MANAGER 461 From Road, Second Floor, Paramus, NJ 07652 D. 973.253.9393 x.515 | E . azambelli@sargarch.com www.sargarch.com From: Bob Lindahl <blindahl@acrbuild.com> Sent: Monday, August 29, 2022 1:09 PM To: Adam Zambelli <azambelli@sargarch.com>; Steve Richardson <srichardson@acrbuild.com>; Dennis Whitfield (dennis.whitfield@target.com) <dennis.whitfield@target.com> Cc: Bob Lindahl <blindahl@acrbuild.com> Subject: Pony wall at OPU / Sales Floor Target #1867 La Quinta, CA Caution: External Sender Adam, We just had our Fire Inspector come by this morning and the pony wall at the OPU / Sales Floor area was discussed. He wanted to let me know that the wall needs to be full height with 2-sided 5/8” drywall. Essentially, there is no room to work on the Sales Floor side without removing gondolas, t-bar and perhaps more to install gyp board on that side. As a matter of code could we achieve the same rating with two sheets of gyp board on the one side, at the OPU above the present framing (at 16’)? The inspector suggested I should speak to you about this. Thank you, Bob Lindahl Field Superintendent ACR Builders, Inc (951)850-0529