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FSS2019-0156ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL KOHL HETRICK 1/22/2020 1/22/2020 FROM BLAKE @ WORLD FIRE Hello Kohl, I hope all is well with you. I just wanted to let you know that we submitted the updated plans for the California Art Museum project but I am still waiting on the spec sheets. I will hopefully have them by today or tomorrow. Please let me know if you need anything else from us. Best regards Blake Chapman | Executive Vice President |O: 760-565-6030 |C: 760-835-7453 Description: CALIFORNIA DESERT MUSEUM / BCOM2019-0052 / COMM FIRE SPRINKL Type: FIRE SPRINKLER (WEB)Subtype: COMMERCIAL/INDUSTRIAL Status: ISSUED Applied: 11/27/2019 EPRS Parcel No: 643200032 Site Address: 47705 CALEO BAY LA QUINTA,CA 92253 Approved: 2/11/2020 KHET Subdivision: PM 27892 Block: Lot: 3 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $48,900.00 Occupancy Type: Construction Type: Expired: 9/23/2020 KHET No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: Printed: Tuesday, February 14, 2023 12:59:26 PM 1 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0156 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT World Fire Protection 41905 Boardwalk, Suite B Palm Desert CA 92211922 1 (760)565-6030 bchapman@worldfirep rotection.com BILL TO World Fire Protection, Inc 41905 Boardwalk, Suite B Palm Desert CA 92211 (760)565-6030 bchapman@worldfirep rotection.com CONTRACTOR World Fire Protection, Inc 41905 Boardwalk, Suite B Palm Desert CA 92211 (760)565-6030 bchapman@worldfirep rotection.com OWNER Mr. Christian Title 47-705 Caleo Bay La Quinta CA 92253 (760)565-6030 yan140bal@gmail.com TELEPHONE CALL KOHL HETRICK 3/23/2020 3/23/2020 Received a call from Luis Stahl claiming to now be working for World Fire Protection. He advised that they were under pressure from the general contractor to get the fire riser sweep installed so they can poor the footing and slab. I advised Luis that this was not part of their approved plans scope. I advised I would need a letter and details documenting this added scope and where it stopped. He further advised of concerns of the location of installation being through a structural footing with rebar reinforcement. I advised that a structural or civil engineer would have to consult on the appropriate method for installing the solid riser sweep and penetration that is not in compliance with NFPA 13 and NFPA 24. Luis advised that he would get back to me. OFM still has not received Private Fire Main Submittals. TELEPHONE CALL KOHL HETRICK 3/24/2020 3/24/2020 LUIS STAHL ADVISED THAT THEY WILL INSTALL THE SWEEP WITHIN THE RESTRICTIONS ESTABLISHED BY NFPA 24 AND 13. CONDITIONS FINANCIAL INFORMATION Printed: Tuesday, February 14, 2023 12:59:26 PM 2 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0156 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES THRUST BLOCK PRE-POUR KHET 3/25/2020 3/25/2020 APPROVED riser Sweep Only Contractor to poor thrust block and compact backfill to underside of footing. UG ROUGH PIPING KHET 3/26/2020 3/26/2020 APPROVED RISER SWEEP ONLY ON-SITE INSPECTION @ 0700 HOURS WITH LUIS STAHL. REVIEWS RETURNED PARENT PROJECTS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY Credit Card Fee 101-0000-43505 0 $11.88 $11.88 11/27/19 WEB4358 CREDIT Blake Chapman EPRS Total Paid for Credit Card Fee: $11.88 $11.88 FIRE SPRINKLER SYSTEMS COMMERCIAL/INDUSTR IAL 101-0000-42421 0 $242.00 $242.00 11/27/19 WEB4358 CREDIT Blake Chapman EPRS FIRE SPRINKLER SYSTEMS COMMERCIAL/INDUSTR IAL PC 101-0000-42420 0 $403.00 $403.00 11/27/19 WEB4358 CREDIT Blake Chapman EPRS Total Paid for FIRE FEES: $645.00 $645.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 11/27/19 WEB4358 CREDIT Blake Chapman EPRS Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 11/27/19 WEB4358 CREDIT Blake Chapman EPRS Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$671.88 $671.88 Printed: Tuesday, February 14, 2023 12:59:26 PM 3 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0156 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 11/27/2019 EtrakitPublicReg 1ST SUBMITTAL BRACING SPECS lqm_wfp_fp_bracing.pd f 1 DOC 12/17/2019 KOHL HETRICK 1ST SUBMITTAL PLANS - FIRE COMMENTS.pdf 1ST SUBMITTAL PLANS - FIRE COMMENTS.pdf 1 DOC 12/17/2019 KOHL HETRICK FSS2019-0156 - CA DESERT MUSEUM - 1ST SUBM CORRECTIONS.pdf FSS2019-0156 - CA DESERT MUSEUM - 1ST SUBM CORRECTIONS.pdf 1 DOC 1/29/2020 KOHL HETRICK 2nd Submittal - PLANS - FIRE COMMENTS.pdf 2nd Submittal - FIRE COMMENTS.pdf 1 DOC 1/29/2020 KOHL HETRICK FSS2019-0156 - CA DESERT MUSEUM - 2ND SUBM CORRECTIONS.pdf FSS2019-0156 - CA DESERT MUSEUM - 2ND SUBM CORRECTIONS.pdf 1 DOC 2/11/2020 KOHL HETRICK FSS2019-0156 - CA DESERT MUSEUM - APPROVED CALCS.pdf FSS2019-0156 - CA DESERT MUSEUM - APPROVED CALCS.pdf 1 BOND INFORMATION REVIEW TYPE REVIEWER SENT DATE DUE DATE DATE STATUS REMARKS NOTES 1ST PERMIT TECH (1 DAY) PERMIT TECH BUCKET 11/27/2019 12/2/2019 12/2/2019 COMPLETE 1ST FIRE (2 WK)KOHL HETRICK 11/27/2019 12/11/2019 12/17/2019 REVISIONS REQUIRED 2ND FIRE (1 WK)KOHL HETRICK 1/6/2020 1/13/2020 1/29/2020 REVISIONS REQUIRED SEE ATTACHMENTS 3RD FIRE (1 WK)KOHL HETRICK 1/29/2020 2/5/2020 2/11/2020 APPROVED SEE ATTACHMENTS Printed: Tuesday, February 14, 2023 12:59:26 PM 4 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0156 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 2/11/2020 KOHL HETRICK FSS2019-0156 - CA DESERT MUSEUM - APPROVED SPK PLANS.pdf FSS2019-0156 - CA DESERT MUSEUM - APPROVED SPK PLANS.pdf 1 DOC 2/11/2020 KOHL HETRICK MANUFACTURER SPECIFICATIONS.pdf MANUFACTURER SPECIFICATIONS.pdf 1 DOC 2/11/2020 KOHL HETRICK FSS2019-0156 - CA DESERT MUSEUM - COA AND JOB CARD.pdf FSS2019-0156 - CA DESERT MUSEUM - COA AND JOB CARD.pdf 1 DOC 3/23/2020 KOHL HETRICK fss2019-0156 riser sweep ltr.pdf fss2019-0156 riser sweep ltr.pdf 1 DOC 3/23/2020 KOHL HETRICK Aimes Riser Sweep Specs.pdf Aimes Riser Sweep Specs.pdf 1 DOC 3/24/2020 KOHL HETRICK LTR ADVISING SCOPE TO INCLUDE RISER SWEEP To Kohl Hetrick.pdf 1 Printed: Tuesday, February 14, 2023 12:59:26 PM 5 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0156 APPROVEDRiverside County Fire DepartmentLa Quinta Office of the Fire MarshalBy:countyfire02/11/2020 1:04:43 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.Kohl HetrickDigitally signed by Kohl HetrickDN: C=US, E=kohl.hetrick@fire.ca.gov, O=Riverside County Fire Department, OU=La Quinta Office of the Fire Marshal, CN=Kohl HetrickLocation: 78495 Calle Tampico, La Quinta, 92253Reason: I have reviewed this documentContact Info: 760-777-7074Date: 2019.07.23 08:23:01-07'00'FSS2019-0156 APPROVEDRiverside County Fire DepartmentLa Quinta Office of the Fire MarshalBy:countyfire02/11/2020 1:05:19 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.Kohl HetrickDigitally signed by Kohl HetrickDN: C=US, E=kohl.hetrick@fire.ca.gov, O=Riverside County Fire Department, OU=La Quinta Office of the Fire Marshal, CN=Kohl HetrickLocation: 78495 Calle Tampico, La Quinta, 92253Reason: I have reviewed this documentContact Info: 760-777-7074Date: 2019.07.23 08:23:01-07'00'FSS2019-0156 8.16.6* Air Venting. The vent required by 7.1.5 shallbe located near a high point in the system to allowair to be removed from that portion of the system byone of the following methods:(1) Manual valve, minimum 1⁄2 in. (15 mm) size(2) Automatic air vent(3) Other approved meansA8.16.6 - ...Manual air venting valves should beaccessible. The manual air venting valve should belocated at an accessible point and preferably notover 7 ft (2.1 m) above the floor...APPROVEDRiverside County Fire DepartmentLa Quinta Office of the Fire MarshalBy:countyfire02/11/2020 1:05:31 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.Kohl HetrickDigitally signed by Kohl HetrickDN: C=US, E=kohl.hetrick@fire.ca.gov, O=Riverside County Fire Department, OU=La Quinta Office of the Fire Marshal, CN=Kohl HetrickLocation: 78495 Calle Tampico, La Quinta, 92253Reason: I have reviewed this documentContact Info: 760-777-7074Date: 2019.07.23 08:23:01-07'00'FSS2019-0156 Hydraulic Calculations Location: 47705 CALEO BAY DRIVE, , LA QUINTA, CA 92253 Project Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENT Drawing Name: LQM_WORLD_FP_ALL.cad Calculation Date: 1/6/2020 for Design Remote Area Location: Light Hazard Commodity Classification: Area of Application: 1500ft² (Actual 1149.2ft²) Coverage per Sprinkler: 324ft² Type of sprinklers calculated: 6 GALLERY LIGHT GALLERYRemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 10.0 gpm 100.00 HydrantType:14at Node: 250.00 HydrantType:14at Node: 250.00 HydrantType:14at Node: 100.00 HydrantType:14at Node: (including Hose Streams where applicable):Total Water Required 44.45@301.52From Water Supply at Node 1:(Safety Margin = 43.25 psi) Type of System: WET Volume of Dry or PreAction System:N/A Name of Contractor:WORLD FIRE PROTECTION LA QUINTA FIREAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 179 TORREMOLINOS DRIVE, RANCHO MIRAGE, CA 92270 760-800-3182 Travis Mack, SET, CFPS, CWBSP, RME-G Right: 349.09Left: 349.09Automatic peaking results Notes: 1/6/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.18.0 1:52:40PMGALLERY APPROVED Riverside County Fire Department La Quinta Office of the Fire Marshal By: countyfire 02/11/2020 1:07:29 PM The approval of plans and specifications does not permit the violation, deletion, omission or faulty installation of any requirements of Title 24 or any Local Ordinances. Construction shall remain accessible and exposed for inspection purposes until approved by the Fire Department. Kohl Hetrick Digitally signed by Kohl Hetrick DN: C=US, E=kohl.hetrick@fire.ca.gov, O=Riverside County Fire Department, OU=La Quinta Office of the Fire Marshal, CN=Kohl Hetrick Location: 78495 Calle Tampico, La Quinta, 92253 Reason: I have reviewed this document Contact Info: 760-777-7074 Date: 2019.07.23 08:23:01-07'00' FSS2019-0156 Hydraulic Graph Water Supply Node: 1 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART Remote Area Number: GALLERY Date: 1/6/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.1/6/2020 Page 2AutoSPRINK 2019 v15.1.18.0 1:52:44PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Light Hazard (GALLERY) Job Number: 19-308 Hydrant 14 100.00 100.00 0 34.64 Sprinkler 781 33.00 33.00 11.2 8.68 Sprinkler 782 33.55 33.00 11.2 8.97 Sprinkler 807 34.09 33.00 11.2 9.26 Sprinkler 808 34.28 33.00 11.2 9.37 Sprinkler 826 33.04 33.00 11.2 8.70 Sprinkler 827 33.56 33.00 11.2 8.98 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.1/6/2020 Page 3AutoSPRINK 2019 v15.1.18.0 1:52:46PM Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: GALLERY Date: 1/6/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 73.001 44.45301.522500.00 87.7088.00Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -3'-0"301.5244.45Supply1 -4'-0"100.0034.64Hydrant14 12'-0"33.008.68Sprinkler781 12'-0"33.558.97Sprinkler782 12'-0"34.099.26Sprinkler807 12'-0"34.289.37Sprinkler808 12'-0"33.048.70Sprinkler826 12'-0"33.568.98Sprinkler827 -3'-0"32.518 -3'-0"34.3612 1'-0"30.5218 13'-8"14.45164 13'-8"14.49167 13'-8"14.63171 13'-8"14.69175 13'-8"14.78180 14'-7½"12.22209 14'-7½"12.20211 14'-7½"12.09251 © M.E.P.CAD, Inc.1/6/2020 Page 4AutoSPRINK 2019 v15.1.18.0 1:52:49PM Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: GALLERY Date: 1/6/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 14'-7½"12.06253 14'-7½"12.27284 14'-7½"12.24286 3'-9"27.93Gauge466 13'-8"18.43486 13'-8"18.47489 13'-8"18.63493 13'-8"18.88497 13'-8"19.22501 © M.E.P.CAD, Inc.1/6/2020 Page 5AutoSPRINK 2019 v15.1.18.0 1:52:49PM Date: 1/6/2020 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: GALLERY Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0" 14'-7½"14'-2½" -1.13 4.67 12'-0"7'-2½"781 209 1 • • • • • Route 1 • • • • •(See Notes) 1.0490 8.6833.00 0.328645 Sprinkler, 33.00 11.2 E(2'-0"), PO(5'-0") 120 19'-9½" 13'-8"27'-1" 0.42 1.81 14'-7½"7'-3½"209 164 1½(See Notes) 1.6820 12.2215.35 0.066834 Flow (q) from Route 5 48.35 T(9'-11"), PO(9'-11") 120 13'-8"14'-2"0.04 13'-8"14'-2"164 167 3 3.2600 14.45 0.00266348.35 120 13'-8"14'-2"0.14 13'-8"14'-2"167 171 3 3.2600 14.4949.25 0.009766 Flow (q) from Route 3 97.60 120 13'-8"14'-2"0.07 13'-8"14'-2"171 175 3 3.2600 14.63 0.00477766.31 120 44'-4" 13'-8"58'-5½"0.08 13'-8"14'-1½"175 180 3 (See Notes) 3.2600 14.69 0.00141334.32 fT(17'-5½"), fE(6'-8½"), PO(20'- 2") 120 29'-8½" 13'-8"125'-5½"4.45 13'-8"95'-9"180 501 1½(See Notes) 1.6820 14.78 0.03544834.32 2T(9'-11"), PO(9'-11") 120 26'-10½" 3'-9"118'-3" 4.29 4.42 13'-8"91'-4½"501 466 3 (See Notes) 3.2600 19.22144.60 0.037348 Flow (q) from Route 10 201.52 4fE(6'-8½"), BOR 120 34'-11½" 1'-0"37'-2½" 1.20 1.39 3'-9"2'-3"466 18 3 (See Notes) 3.2600 27.93 0.037348201.52 2f(-0.00), CV(21'-6"), BV(13'-5 ½") 120 15'-1" -3'-0"29'-1" 1.73 0.26 1'-0"14'-0"18 8 4 (See Notes) 4.0260 30.52 0.008843201.52 E(15'-1") 150 48'-4" -3'-0"223'-3½"1.85 -3'-0"174'-11½"8 12 4 (See Notes) 4.0800 32.51 0.008288201.52 2EE(6'-5½"), PIV(3'-2½"), T(32' -2½") 150 © M.E.P.CAD, Inc.1/6/2020 Page 6AutoSPRINK 2019 v15.1.18.0 1:52:52PMGALLERY Date: 1/6/2020 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: GALLERY Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit -3'-0"36'-9"10.09 -3'-0"36'-9"12 1 6 (See Notes) 6.2800 34.36100.00 0.002429 Flow (q) from Route 9 301.52 BFP(-10.00), S 140 1 0.00 Hose Allowance At Source 301.52 Route 1Total(Pt) 44.45 7'-0" 14'-7½"14'-3" -1.13 4.70 12'-0"7'-3"826 284 1 • • • • • Route 2 • • • • •(See Notes) 1.0490 8.7033.04 0.329321 Sprinkler, 33.04 11.2 E(2'-0"), PO(5'-0") 120 19'-9½" 13'-8"75'-9" 0.42 5.75 14'-7½"55'-11½"284 486 1½(See Notes) 1.6820 12.2718.74 0.075864 Flow (q) from Route 10 51.78 T(9'-11"), PO(9'-11") 120 13'-8"14'-2"0.04 13'-8"14'-2"486 489 3 3.2600 18.43 0.00302351.78 120 13'-8"14'-2"0.16 13'-8"14'-2"489 493 3 3.2600 18.4736.20 0.010970 Flow (q) from Route 12 103.92 120 13'-8"14'-2"0.25 13'-8"14'-2"493 497 3 3.2600 18.6335.74 0.017851 Flow (q) from Route 11 135.21 120 13'-8"12'-11"0.34 13'-8"12'-11"497 501 3 3.2600 18.8836.88 0.026441 Flow (q) from Route 13 167.20 120 19.22 Total(Pt)Route 2 7'-0" 14'-7½"12'-10" -1.13 4.35 12'-0"5'-10"782 211 1 • • • • • Route 3 • • • • •(See Notes) 1.0490 8.9733.55 0.338905 Sprinkler, 33.55 11.2 E(2'-0"), PO(5'-0") 120 19'-9½" 13'-8"27'-1" 0.42 1.87 14'-7½"7'-3½"211 167 1½(See Notes) 1.6820 12.2015.69 0.069149 Flow (q) from Route 6 49.25 T(9'-11"), PO(9'-11") 120 14.49 Total(Pt)Route 3 © M.E.P.CAD, Inc.1/6/2020 Page 7AutoSPRINK 2019 v15.1.18.0 1:52:52PMGALLERY Date: 1/6/2020 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: GALLERY Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0" 14'-7½"12'-11½" -1.13 4.39 12'-0"5'-11½"827 286 1 • • • • • Route 4 • • • • •(See Notes) 1.0490 8.9833.56 0.339055 Sprinkler, 33.56 11.2 E(2'-0"), PO(5'-0") 120 19'-9½" 13'-8"75'-9" 0.42 5.82 14'-7½"55'-11½"286 489 1½(See Notes) 1.6820 12.2418.58 0.076866 Flow (q) from Route 9 52.15 T(9'-11"), PO(9'-11") 120 18.47 Total(Pt)Route 4 7'-0" 14'-7½"11'-4" -1.13 3.96 12'-0"4'-4"807 251 1 • • • • • Route 5 • • • • •(See Notes) 1.0490 9.2634.09 0.348999 Sprinkler, 34.09 11.2 E(2'-0"), PO(5'-0") 120 14'-7½"15'-11½"0.13 14'-7½"15'-11½"251 209 1½ 1.6820 12.09 0.00800115.35 120 12.22 Total(Pt)Route 5 7'-0" 14'-7½"10'-10½" -1.13 3.83 12'-0"3'-10½"808 253 1 • • • • • Route 6 • • • • •(See Notes) 1.0490 9.3734.28 0.352596 Sprinkler, 34.28 11.2 E(2'-0"), PO(5'-0") 120 14'-7½"15'-11½"0.13 14'-7½"15'-11½"253 211 1½ 1.6820 12.06 0.00833715.69 120 12.20 Total(Pt)Route 6 100'-1½" -3'-0"473'-9½" -0.43 0.15 -4'-0"373'-7½"14 12 6 • • • • • Route 7 • • • • •(See Notes) 6.0900 34.64100.00 0.000322 Hydrant, 100.00 3EE(10'-9½"), E(21'-7"), T(46'- 2½") 150 34.36 Total(Pt)Route 7 39'-7" 13'-8"134'-0"4.00 13'-8"94'-4½"171 493 1½• • • • • Route 8 • • • • •(See Notes) 1.6820 14.63 0.029880 PO(9'-11") 31.29 2T(9'-11"), PO(9'-11") 120 18.63 Total(Pt)Route 8 14'-7½"15'-0"0.17 14'-7½"15'-0"253 286 1½• • • • • Route 9 • • • • • 1.6820 12.0615.69 0.011398 Flow (q) from Route 6 18.58 120 12.24 Total(Pt)Route 9 © M.E.P.CAD, Inc.1/6/2020 Page 8AutoSPRINK 2019 v15.1.18.0 1:52:52PMGALLERY Date: 1/6/2020 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: GALLERY Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 14'-7½"15'-0"0.17 14'-7½"15'-0"251 284 1½• • • • • Route 10 • • • • • 1.6820 12.0915.35 0.011575 Flow (q) from Route 5 18.74 120 12.27 Total(Pt)Route 10 39'-7" 13'-8"134'-7"4.19 13'-8"94'-11½"175 497 1½• • • • • Route 11 • • • • •(See Notes) 1.6820 14.69 0.031126 PO(9'-11") 31.99 2T(9'-11"), PO(9'-11") 120 18.88 Total(Pt)Route 11 © M.E.P.CAD, Inc.1/6/2020 Page 9AutoSPRINK 2019 v15.1.18.0 1:52:52PMGALLERY Date: 1/6/2020 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: GALLERY Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90°Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.1/6/2020 Page 10AutoSPRINK 2019 v15.1.18.0 1:52:52PMGALLERY Hydraulic Calculations Location: 47705 CALEO BAY DRIVE, , LA QUINTA, CA 92253 Project Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENT Drawing Name: LQM_WORLD_FP_ALL.cad Calculation Date: 1/6/2020 for Design Remote Area Location: Ordinary Group II Commodity Classification: Area of Application: 1500ft² (Actual 1576.5ft²) Coverage per Sprinkler: 130ft² Type of sprinklers calculated: 16 L1 ART STORAGE OH2 L1 STORAGERemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.20gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 10.0 gpm 100.00 HydrantType:14at Node: 250.00 HydrantType:14at Node: 250.00 HydrantType:14at Node: 100.00 HydrantType:14at Node: (including Hose Streams where applicable):Total Water Required 71.99@700.24From Water Supply at Node 1:(Safety Margin = 14.59 psi) Type of System: WET Volume of Dry or PreAction System:N/A Name of Contractor:WORLD FIRE PROTECTION LA QUINTA FIREAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 179 TORREMOLINOS DRIVE, RANCHO MIRAGE, CA 92270 760-800-3182 Travis Mack, SET, CFPS, CWBSP, RME-G N/ALeft: 348.45 Right:Automatic peaking results Notes: 1/6/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.18.0 1:52:56PML1 STORAGE APPROVED Riverside County Fire Department La Quinta Office of the Fire Marshal By: countyfire 02/11/2020 1:08:03 PM The approval of plans and specifications does not permit the violation, deletion, omission or faulty installation of any requirements of Title 24 or any Local Ordinances. Construction shall remain accessible and exposed for inspection purposes until approved by the Fire Department. Kohl Hetrick Digitally signed by Kohl Hetrick DN: C=US, E=kohl.hetrick@fire.ca.gov, O=Riverside County Fire Department, OU=La Quinta Office of the Fire Marshal, CN=Kohl Hetrick Location: 78495 Calle Tampico, La Quinta, 92253 Reason: I have reviewed this document Contact Info: 760-777-7074 Date: 2019.07.23 08:23:01-07'00' FSS2019-0156 Hydraulic Graph Water Supply Node: 1 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART Remote Area Number: L1 STORAGE Date: 1/6/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.1/6/2020 Page 2AutoSPRINK 2019 v15.1.18.0 1:52:59PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Ordinary Group II (L1 STORAGE) Job Number: 19-308 Hydrant 14 250.00 250.00 0 61.17 Sprinkler 870 28.53 14.82 5.6 25.96 Sprinkler 871 28.57 14.82 5.6 26.03 Sprinkler 872 28.84 26.00 5.6 26.52 Sprinkler 891 28.65 26.00 5.6 26.17 Sprinkler 892 28.68 26.00 5.6 26.24 Sprinkler 893 29.26 26.00 5.6 27.31 Sprinkler 903 28.99 26.00 5.6 26.80 Sprinkler 904 29.03 26.00 5.6 26.87 Sprinkler 907 30.30 26.00 5.6 29.28 Sprinkler 925 29.58 26.00 5.6 27.90 Sprinkler 929 26.00 26.00 5.6 21.56 Sprinkler 937 26.51 26.00 5.6 22.41 Sprinkler 938 27.49 26.00 5.6 24.10 Sprinkler 951 26.19 26.00 5.6 21.88 Sprinkler 952 26.32 26.00 5.6 22.09 Sprinkler 953 27.30 26.00 5.6 23.76 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.1/6/2020 Page 3AutoSPRINK 2019 v15.1.18.0 1:53:01PM Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: L1 STORAGE Date: 1/6/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 73.001 71.99700.242500.00 86.5888.00Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -3'-0"700.2471.99Supply1 -4'-0"250.0061.17Hydrant14 9'-0"28.5325.96Sprinkler870 9'-0"28.5726.03Sprinkler871 9'-0"28.8426.52Sprinkler872 9'-0"28.6526.17Sprinkler891 9'-0"28.6826.24Sprinkler892 9'-0"29.2627.31Sprinkler893 9'-0"28.9926.80Sprinkler903 9'-0"29.0326.87Sprinkler904 9'-0"30.3029.28Sprinkler907 9'-0"29.5827.90Sprinkler925 9'-0"26.0021.56Sprinkler929 9'-0"26.5122.41Sprinkler937 9'-0"27.4924.10Sprinkler938 9'-0"26.1921.88Sprinkler951 9'-0"26.3222.09Sprinkler952 9'-0"27.3023.76Sprinkler953 -3'-0"53.388 © M.E.P.CAD, Inc.1/6/2020 Page 4AutoSPRINK 2019 v15.1.18.0 1:53:03PM Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: L1 STORAGE Date: 1/6/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -3'-0"61.5712 1'-0"50.5118 10'-0"27.66356 10'-0"27.73358 10'-0"29.78360 10'-0"27.88392 10'-0"27.95394 10'-0"30.06397 10'-0"28.57412 10'-0"28.64414 10'-0"31.39441 10'-0"31.46444 10'-0"31.79445 10'-0"31.95446 3'-9"43.16Gauge466 10'-0"29.99480 10'-0"23.43511 10'-0"23.93513 10'-0"25.75516 10'-0"29.64518 10'-0"23.34536 10'-0"23.83537 10'-0"25.66539 © M.E.P.CAD, Inc.1/6/2020 Page 5AutoSPRINK 2019 v15.1.18.0 1:53:03PM Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: L1 STORAGE Date: 1/6/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 10'-0"29.54541 © M.E.P.CAD, Inc.1/6/2020 Page 6AutoSPRINK 2019 v15.1.18.0 1:53:03PM Date: 1/6/2020 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: L1 STORAGE Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0" 10'-0"10'-10½" -0.42 2.30 9'-0"3'-10½"929 511 1 • • • • • Route 1 • • • • •(See Notes) 1.0490 21.5626.00 0.211435 Sprinkler, 26.00 5.6 E(2'-0"), PO(5'-0") 120 10'-0"10'-11½"0.49 10'-0"10'-11½"511 513 1¼ 1.4420 23.43 0.04489426.00 120 10'-0"11'-1"1.82 10'-0"11'-1"513 516 1¼ 1.4420 23.9326.51 0.164783 Flow (q) from Route 4 52.51 120 7'-5" 10'-0"10'-10"3.89 10'-0"3'-5"516 518 1¼(See Notes) 1.4420 25.7527.49 0.359068 Flow (q) from Route 6 80.00 PO(7'-5") 120 10'-0"5'-1½"0.35 10'-0"5'-1½"518 480 2½ 2.6350 29.6479.81 0.068565 Flow (q) from Route 2 159.81 120 16'-5½" 10'-0"20'-9½"1.95 10'-0"4'-4"480 446 2½(See Notes) 2.6350 29.9929.58 0.093873 Flow (q) from Route 13 189.38 PO(16'-5½") 120 6'-8½" 3'-9"51'-6" 2.70 8.51 10'-0"44'-9½"446 466 3 (See Notes) 3.2600 31.95202.75 + 58.10 0.165254 Flow (q) from Route 7 and 9 450.24 fE(6'-8½"), BOR 120 34'-11½" 1'-0"37'-2½" 1.20 6.15 3'-9"2'-3"466 18 3 (See Notes) 3.2600 43.16 0.165254450.24 2f(-0.00), CV(21'-6"), BV(13'-5 ½") 120 15'-1" -3'-0"29'-1" 1.73 1.14 1'-0"14'-0"18 8 4 (See Notes) 4.0260 50.51 0.039129450.24 E(15'-1") 150 48'-4" -3'-0"223'-3½"8.19 -3'-0"174'-11½"8 12 4 (See Notes) 4.0800 53.38 0.036671450.24 2EE(6'-5½"), PIV(3'-2½"), T(32' -2½") 150 -3'-0"36'-9"10.42 -3'-0"36'-9"12 1 6 (See Notes) 6.2800 61.57100.00 0.011546 Flow (q) from Route 9 700.24 BFP(-10.00), S 140 © M.E.P.CAD, Inc.1/6/2020 Page 7AutoSPRINK 2019 v15.1.18.0 1:53:06PML1 STORAGE Date: 1/6/2020 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: L1 STORAGE Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 1 0.00 Hose Allowance At Source 700.24 Route 1Total(Pt) 71.99 7'-0" 10'-0"8'-9½" -0.42 1.88 9'-0"1'-9½"951 536 1 • • • • • Route 2 • • • • •(See Notes) 1.0490 21.8826.19 0.214354 Sprinkler, 26.19 5.6 E(2'-0"), PO(5'-0") 120 10'-0"10'-11½"0.50 10'-0"10'-11½"536 537 1¼ 1.4420 23.34 0.04551426.19 120 10'-0"11'-1"1.82 10'-0"11'-1"537 539 1¼ 1.4420 23.8326.32 0.164811 Flow (q) from Route 3 52.51 120 7'-5" 10'-0"10'-10"3.88 10'-0"3'-5"539 541 1¼(See Notes) 1.4420 25.6627.30 0.357521 Flow (q) from Route 5 79.81 PO(7'-5") 120 10'-0"5'-7½"0.11 10'-0"5'-7½"541 518 2½ 2.6350 29.54 0.01897879.81 120 29.64 Total(Pt)Route 2 7'-0" 10'-0"10'-0½" -0.42 2.17 9'-0"3'-0½"952 537 1 • • • • • Route 3 • • • • •(See Notes) 1.0490 22.0926.32 0.216268 Sprinkler, 26.32 5.6 E(2'-0"), PO(5'-0") 120 23.83 Total(Pt)Route 3 7'-0" 10'-0"8'-10½" -0.42 1.94 9'-0"1'-10½"937 513 1 • • • • • Route 4 • • • • •(See Notes) 1.0490 22.4126.51 0.219144 Sprinkler, 26.51 5.6 E(2'-0"), PO(5'-0") 120 23.93 Total(Pt)Route 4 7'-0" 10'-0"10'-0½" -0.42 2.32 9'-0"3'-0½"953 539 1 • • • • • Route 5 • • • • •(See Notes) 1.0490 23.7627.30 0.231366 Sprinkler, 27.30 5.6 E(2'-0"), PO(5'-0") 120 25.66 Total(Pt)Route 5 © M.E.P.CAD, Inc.1/6/2020 Page 8AutoSPRINK 2019 v15.1.18.0 1:53:06PML1 STORAGE Date: 1/6/2020 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: L1 STORAGE Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0" 10'-0"8'-10½" -0.42 2.08 9'-0"1'-10½"938 516 1 • • • • • Route 6 • • • • •(See Notes) 1.0490 24.1027.49 0.234373 Sprinkler, 27.49 5.6 E(2'-0"), PO(5'-0") 120 25.75 Total(Pt)Route 6 7'-0" 10'-0"8'-5½" -0.42 2.14 9'-0"1'-5½"891 392 1 • • • • • Route 7 • • • • •(See Notes) 1.0490 26.1728.65 0.252958 Sprinkler, 28.65 5.6 E(2'-0"), PO(5'-0") 120 10'-0"7'-6"0.68 10'-0"7'-6"392 412 1½ 1.6820 27.8828.53 0.091147 Flow (q) from Route 15 57.18 120 9'-11" 10'-0"14'-5½"2.82 10'-0"4'-7"412 441 1½(See Notes) 1.6820 28.5728.99 0.194661 Flow (q) from Route 10 86.17 PO(9'-11") 120 10'-0"9'-11"0.08 10'-0"9'-11"441 444 3 3.2600 31.39 0.00775786.17 120 10'-0"11'-8½"0.33 10'-0"11'-8½"444 445 3 3.2600 31.4686.28 0.027997 Flow (q) from Route 8 172.45 120 10'-0"4'-1"0.15 10'-0"4'-1"445 446 3 3.2600 31.7930.30 0.037773 Flow (q) from Route 14 202.75 120 31.95 Total(Pt)Route 7 7'-0" 10'-0"8'-5½" -0.42 2.14 9'-0"1'-5½"892 394 1 • • • • • Route 8 • • • • •(See Notes) 1.0490 26.2428.68 0.253572 Sprinkler, 28.68 5.6 E(2'-0"), PO(5'-0") 120 10'-0"7'-6"0.68 10'-0"7'-6"394 414 1½ 1.6820 27.9528.57 0.091368 Flow (q) from Route 16 57.25 120 9'-11" 10'-0"14'-5½"2.83 10'-0"4'-7"414 444 1½(See Notes) 1.6820 28.6429.03 0.195133 Flow (q) from Route 11 86.28 PO(9'-11") 120 31.46 Total(Pt)Route 8 © M.E.P.CAD, Inc.1/6/2020 Page 9AutoSPRINK 2019 v15.1.18.0 1:53:06PML1 STORAGE Date: 1/6/2020 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: L1 STORAGE Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0" 10'-0"14'-5" -0.42 3.69 9'-0"7'-5"872 360 1 • • • • • Route 9 • • • • •(See Notes) 1.0490 26.5228.84 0.256078 Sprinkler, 28.84 5.6 E(2'-0"), PO(5'-0") 120 10'-0"10'-8½"0.27 10'-0"10'-8½"360 397 1½ 1.6820 29.78 0.02569128.84 120 9'-11" 10'-0"20'-1½"1.89 10'-0"10'-2½"397 446 1½(See Notes) 1.6820 30.0629.26 0.093886 Flow (q) from Route 12 58.10 PO(9'-11") 120 31.95 Total(Pt)Route 9 7'-0" 10'-0"8'-5½" -0.42 2.19 9'-0"1'-5½"903 412 1 • • • • • Route 10 • • • • •(See Notes) 1.0490 26.8028.99 0.258629 Sprinkler, 28.99 5.6 E(2'-0"), PO(5'-0") 120 28.57 Total(Pt)Route 10 7'-0" 10'-0"8'-5½" -0.42 2.19 9'-0"1'-5½"904 414 1 • • • • • Route 11 • • • • •(See Notes) 1.0490 26.8729.03 0.259257 Sprinkler, 29.03 5.6 E(2'-0"), PO(5'-0") 120 28.64 Total(Pt)Route 11 7'-0" 10'-0"12'-1" -0.42 3.17 9'-0"5'-1"893 397 1 • • • • • Route 12 • • • • •(See Notes) 1.0490 27.3129.26 0.263130 Sprinkler, 29.26 5.6 E(2'-0"), PO(5'-0") 120 30.06 Total(Pt)Route 12 7'-0" 10'-0"9'-4½" -0.42 2.52 9'-0"2'-4½"925 480 1 • • • • • Route 13 • • • • •(See Notes) 1.0490 27.9029.58 0.268385 Sprinkler, 29.58 5.6 E(2'-0"), PO(5'-0") 120 29.99 Total(Pt)Route 13 7'-0" 10'-0"10'-5½" -0.42 2.93 9'-0"3'-5½"907 445 1 • • • • • Route 14 • • • • •(See Notes) 1.0490 29.2830.30 0.280704 Sprinkler, 30.30 5.6 E(2'-0"), PO(5'-0") 120 31.79 Total(Pt)Route 14 7'-0" 10'-0"8'-5½" -0.42 2.13 9'-0"1'-5½"870 356 1 • • • • • Route 15 • • • • •(See Notes) 1.0490 25.9628.53 0.251083 Sprinkler, 28.53 5.6 E(2'-0"), PO(5'-0") 120 © M.E.P.CAD, Inc.1/6/2020 Page 10AutoSPRINK 2019 v15.1.18.0 1:53:06PML1 STORAGE Date: 1/6/2020 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: L1 STORAGE Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 10'-0"8'-11½"0.23 10'-0"8'-11½"356 392 1½ 1.6820 27.66 0.02519028.53 120 27.88 Total(Pt)Route 15 7'-0" 10'-0"8'-5½" -0.42 2.13 9'-0"1'-5½"871 358 1 • • • • • Route 16 • • • • •(See Notes) 1.0490 26.0328.57 0.251692 Sprinkler, 28.57 5.6 E(2'-0"), PO(5'-0") 120 10'-0"8'-11½"0.23 10'-0"8'-11½"358 394 1½ 1.6820 27.73 0.02525128.57 120 27.95 Total(Pt)Route 16 100'-1½" -3'-0"473'-9½" -0.43 0.83 -4'-0"373'-7½"14 12 6 • • • • • Route 17 • • • • •(See Notes) 6.0900 61.17250.00 0.001756 Hydrant, 250.00 3EE(10'-9½"), E(21'-7"), T(46'- 2½") 150 61.57 Total(Pt)Route 17 © M.E.P.CAD, Inc.1/6/2020 Page 11AutoSPRINK 2019 v15.1.18.0 1:53:06PML1 STORAGE Date: 1/6/2020 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: L1 STORAGE Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90°Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.1/6/2020 Page 12AutoSPRINK 2019 v15.1.18.0 1:53:06PML1 STORAGE Hydraulic Calculations Location: 47705 CALEO BAY DRIVE, , LA QUINTA, CA 92253 Project Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENT Drawing Name: LQM_WORLD_FP_ALL.cad Calculation Date: 1/6/2020 for Design Remote Area Location: Ordinary Group II Commodity Classification: Area of Application: 1500ft² (Actual 1232.6ft²) Coverage per Sprinkler: 130ft² Type of sprinklers calculated: 12 L2 STORAGE OH2 L2 STORAGERemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.20gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 10.0 gpm 100.00 HydrantType:14at Node: 250.00 HydrantType:14at Node: 250.00 HydrantType:14at Node: 100.00 HydrantType:14at Node: (including Hose Streams where applicable):Total Water Required 64.55@566.44From Water Supply at Node 1:(Safety Margin = 22.49 psi) Type of System: WET Volume of Dry or PreAction System:N/A Name of Contractor:WORLD FIRE PROTECTION LA QUINTA FIREAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 179 TORREMOLINOS DRIVE, RANCHO MIRAGE, CA 92270 760-800-3182 Travis Mack, SET, CFPS, CWBSP, RME-G Right: 349.09Left: 349.09Automatic peaking results Notes: 1/6/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.18.0 1:53:10PML2 STORAGE APPROVED Riverside County Fire Department La Quinta Office of the Fire Marshal By: countyfire 02/11/2020 1:08:19 PM The approval of plans and specifications does not permit the violation, deletion, omission or faulty installation of any requirements of Title 24 or any Local Ordinances. Construction shall remain accessible and exposed for inspection purposes until approved by the Fire Department. Kohl Hetrick Digitally signed by Kohl Hetrick DN: C=US, E=kohl.hetrick@fire.ca.gov, O=Riverside County Fire Department, OU=La Quinta Office of the Fire Marshal, CN=Kohl Hetrick Location: 78495 Calle Tampico, La Quinta, 92253 Reason: I have reviewed this document Contact Info: 760-777-7074 Date: 2019.07.23 08:23:01-07'00' FSS2019-0156 Hydraulic Graph Water Supply Node: 1 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART Remote Area Number: L2 STORAGE Date: 1/6/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.1/6/2020 Page 2AutoSPRINK 2019 v15.1.18.0 1:53:12PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Ordinary Group II (L2 STORAGE) Job Number: 19-308 Hydrant 14 250.00 250.00 0 53.86 Sprinkler 962 26.15 26.00 5.6 21.81 Sprinkler 963 26.17 26.00 5.6 21.84 Sprinkler 966 26.27 26.00 5.6 22.01 Sprinkler 967 26.29 26.00 5.6 22.04 Sprinkler 970 26.71 26.00 5.6 22.74 Sprinkler 971 26.72 26.00 5.6 22.77 Sprinkler 975 26.87 26.00 5.6 23.02 Sprinkler 976 26.22 26.00 5.6 21.92 Sprinkler 977 26.06 26.00 5.6 21.65 Sprinkler 981 26.81 26.00 5.6 22.92 Sprinkler 982 26.16 26.00 5.6 21.83 Sprinkler 983 26.00 26.00 5.6 21.56 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.1/6/2020 Page 3AutoSPRINK 2019 v15.1.18.0 1:53:14PM Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: L2 STORAGE Date: 1/6/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 73.001 64.55566.442500.00 87.0488.00Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -3'-0"566.4464.55Supply1 -4'-0"250.0053.86Hydrant14 19'-0"26.1521.81Sprinkler962 19'-0"26.1721.84Sprinkler963 19'-0"26.2722.01Sprinkler966 19'-0"26.2922.04Sprinkler967 19'-0"26.7122.74Sprinkler970 19'-0"26.7222.77Sprinkler971 19'-0"26.8723.02Sprinkler975 19'-0"26.2221.92Sprinkler976 19'-0"26.0621.65Sprinkler977 19'-0"26.8122.92Sprinkler981 19'-0"26.1621.83Sprinkler982 19'-0"26.0021.56Sprinkler983 -3'-0"50.008 -3'-0"54.2612 1'-0"47.6718 3'-9"43.27Gauge466 20'-6"23.15570 © M.E.P.CAD, Inc.1/6/2020 Page 4AutoSPRINK 2019 v15.1.18.0 1:53:17PM Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: L2 STORAGE Date: 1/6/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 20'-6"23.18571 20'-6"23.37576 20'-6"23.39577 19'-8"26.64580 20'-6"24.50582 19'-8"26.81583 19'-8"26.67584 20'-6"24.52586 20'-6"24.16591 20'-6"24.19592 19'-8"27.42596 20'-6"24.40601 19'-8"26.88602 20'-6"24.73604 20'-6"23.20607 20'-6"22.91608 20'-6"24.35616 19'-8"26.82617 20'-6"24.68619 20'-6"23.16622 20'-6"22.87623 © M.E.P.CAD, Inc.1/6/2020 Page 5AutoSPRINK 2019 v15.1.18.0 1:53:17PM Date: 1/6/2020 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: L2 STORAGE Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0" 20'-6"9'-3" -0.64 1.96 19'-0"2'-3"983 623 1 • • • • • Route 1 • • • • •(See Notes) 1.0490 21.5626.00 0.211435 Sprinkler, 26.00 5.6 E(2'-0"), PO(5'-0") 120 20'-6"13'-10"0.29 20'-6"13'-10"623 622 1½ 1.6820 22.87 0.02121226.00 120 9'-11" 20'-6"19'-9½"1.52 20'-6"9'-10½"622 619 1½(See Notes) 1.6820 23.1626.16 0.076913 Flow (q) from Route 4 52.16 T(9'-11") 120 9'-11" 19'-8"10'-9" 0.36 1.78 20'-6"0'-10"619 617 1½(See Notes) 1.6820 24.6826.81 0.165664 Flow (q) from Route 11 78.97 PO(9'-11") 120 19'-8"8'-0½"0.05 19'-8"8'-0½"617 602 3 3.2600 26.82 0.00660178.97 120 17'-5½" 19'-8"22'-8"0.54 19'-8"5'-2½"602 596 3 (See Notes) 3.2600 26.8879.15 0.023846 Flow (q) from Route 2 158.12 fT(17'-5½") 120 30'-11" 3'-9"104'-1" 6.90 8.96 19'-8"73'-2"596 466 3 (See Notes) 3.2600 27.42158.32 0.086063 Flow (q) from Route 3 316.44 2fE(6'-8½"), fT(17'-5½"), BOR 120 34'-11½" 1'-0"37'-2½" 1.20 3.20 3'-9"2'-3"466 18 3 (See Notes) 3.2600 43.27 0.086063316.44 2f(-0.00), CV(21'-6"), BV(13'-5 ½") 120 15'-1" -3'-0"29'-1" 1.73 0.59 1'-0"14'-0"18 8 4 (See Notes) 4.0260 47.67 0.020378316.44 E(15'-1") 150 48'-4" -3'-0"223'-3½"4.26 -3'-0"174'-11½"8 12 4 (See Notes) 4.0800 50.00 0.019098316.44 2EE(6'-5½"), PIV(3'-2½"), T(32' -2½") 150 -3'-0"36'-9"10.29 -3'-0"36'-9"12 1 6 (See Notes) 6.2800 54.26100.00 0.007800 Flow (q) from Route 9 566.44 BFP(-10.00), S 140 © M.E.P.CAD, Inc.1/6/2020 Page 6AutoSPRINK 2019 v15.1.18.0 1:53:19PML2 STORAGE Date: 1/6/2020 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: L2 STORAGE Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 1 0.00 Hose Allowance At Source 566.44 Route 1Total(Pt) 64.55 7'-0" 20'-6"8'-11½" -0.64 1.90 19'-0"1'-11½"977 608 1 • • • • • Route 2 • • • • •(See Notes) 1.0490 21.6526.06 0.212276 Sprinkler, 26.06 5.6 E(2'-0"), PO(5'-0") 120 20'-6"13'-10"0.29 20'-6"13'-10"608 607 1½ 1.6820 22.91 0.02129626.06 120 9'-11" 20'-6"19'-9½"1.53 20'-6"9'-10½"607 604 1½(See Notes) 1.6820 23.2026.22 0.077219 Flow (q) from Route 6 52.28 T(9'-11") 120 9'-11" 19'-8"10'-9" 0.36 1.79 20'-6"0'-10"604 602 1½(See Notes) 1.6820 24.7326.87 0.166331 Flow (q) from Route 12 79.15 PO(9'-11") 120 26.88 Total(Pt)Route 2 7'-0" 20'-6"9'-3" -0.64 1.98 19'-0"2'-3"962 570 1 • • • • • Route 3 • • • • •(See Notes) 1.0490 21.8126.15 0.213764 Sprinkler, 26.15 5.6 E(2'-0"), PO(5'-0") 120 20'-6"10'-2"0.22 20'-6"10'-2"570 576 1½ 1.6820 23.15 0.02144626.15 120 9'-11" 20'-6"14'-6½"1.13 20'-6"4'-7½"576 582 1½(See Notes) 1.6820 23.3726.27 0.077641 Flow (q) from Route 7 52.43 T(9'-11") 120 9'-11" 19'-8"10'-9" 0.36 1.78 20'-6"0'-10"582 580 1½(See Notes) 1.6820 24.5026.71 0.166290 Flow (q) from Route 9 79.14 PO(9'-11") 120 17'-5½" 19'-8"24'-11½"0.17 19'-8"7'-5½"580 583 3 (See Notes) 3.2600 26.64 0.00662679.14 fT(17'-5½") 120 17'-5½" 19'-8"25'-7"0.61 19'-8"8'-1½"583 596 3 (See Notes) 3.2600 26.8179.18 0.023901 Flow (q) from Route 5 158.32 fT(17'-5½") 120 © M.E.P.CAD, Inc.1/6/2020 Page 7AutoSPRINK 2019 v15.1.18.0 1:53:19PML2 STORAGE Date: 1/6/2020 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: L2 STORAGE Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 27.42 Total(Pt)Route 3 7'-0" 20'-6"9'-3" -0.64 1.98 19'-0"2'-3"982 622 1 • • • • • Route 4 • • • • •(See Notes) 1.0490 21.8326.16 0.213890 Sprinkler, 26.16 5.6 E(2'-0"), PO(5'-0") 120 23.16 Total(Pt)Route 4 7'-0" 20'-6"9'-3" -0.64 1.98 19'-0"2'-3"963 571 1 • • • • • Route 5 • • • • •(See Notes) 1.0490 21.8426.17 0.213996 Sprinkler, 26.17 5.6 E(2'-0"), PO(5'-0") 120 20'-6"10'-2"0.22 20'-6"10'-2"571 577 1½ 1.6820 23.18 0.02146926.17 120 9'-11" 20'-6"14'-6½"1.13 20'-6"4'-7½"577 586 1½(See Notes) 1.6820 23.3926.29 0.077725 Flow (q) from Route 8 52.46 T(9'-11") 120 9'-11" 19'-8"10'-9" 0.36 1.79 20'-6"0'-10"586 584 1½(See Notes) 1.6820 24.5226.72 0.166470 Flow (q) from Route 10 79.18 PO(9'-11") 120 17'-5½" 19'-8"20'-3"0.13 19'-8"2'-9"584 583 3 (See Notes) 3.2600 26.67 0.00663379.18 fT(17'-5½") 120 26.81 Total(Pt)Route 5 7'-0" 20'-6"8'-11½" -0.64 1.92 19'-0"1'-11½"976 607 1 • • • • • Route 6 • • • • •(See Notes) 1.0490 21.9226.22 0.214746 Sprinkler, 26.22 5.6 E(2'-0"), PO(5'-0") 120 23.20 Total(Pt)Route 6 7'-0" 20'-6"9'-3" -0.64 1.99 19'-0"2'-3"966 576 1 • • • • • Route 7 • • • • •(See Notes) 1.0490 22.0126.27 0.215587 Sprinkler, 26.27 5.6 E(2'-0"), PO(5'-0") 120 23.37 Total(Pt)Route 7 7'-0" 20'-6"9'-3" -0.64 2.00 19'-0"2'-3"967 577 1 • • • • • Route 8 • • • • •(See Notes) 1.0490 22.0426.29 0.215820 Sprinkler, 26.29 5.6 E(2'-0"), PO(5'-0") 120 23.39 Total(Pt)Route 8 © M.E.P.CAD, Inc.1/6/2020 Page 8AutoSPRINK 2019 v15.1.18.0 1:53:19PML2 STORAGE Date: 1/6/2020 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: L2 STORAGE Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0" 20'-6"9'-3" -0.64 2.06 19'-0"2'-3"970 591 1 • • • • • Route 9 • • • • •(See Notes) 1.0490 22.7426.71 0.222183 Sprinkler, 26.71 5.6 E(2'-0"), PO(5'-0") 120 9'-11" 20'-6"15'-2"0.34 20'-6"5'-3½"591 582 1½(See Notes) 1.6820 24.16 0.02229026.71 T(9'-11") 120 24.50 Total(Pt)Route 9 7'-0" 20'-6"9'-3" -0.64 2.06 19'-0"2'-3"971 592 1 • • • • • Route 10 • • • • •(See Notes) 1.0490 22.7726.72 0.222423 Sprinkler, 26.72 5.6 E(2'-0"), PO(5'-0") 120 9'-11" 20'-6"15'-2"0.34 20'-6"5'-3½"592 586 1½(See Notes) 1.6820 24.19 0.02231426.72 T(9'-11") 120 24.52 Total(Pt)Route 10 7'-0" 20'-6"9'-3" -0.64 2.07 19'-0"2'-3"981 616 1 • • • • • Route 11 • • • • •(See Notes) 1.0490 22.9226.81 0.223803 Sprinkler, 26.81 5.6 E(2'-0"), PO(5'-0") 120 9'-11" 20'-6"14'-10½"0.33 20'-6"4'-11½"616 619 1½(See Notes) 1.6820 24.35 0.02245326.81 T(9'-11") 120 24.68 Total(Pt)Route 11 7'-0" 20'-6"8'-11½" -0.64 2.01 19'-0"1'-11½"975 601 1 • • • • • Route 12 • • • • •(See Notes) 1.0490 23.0226.87 0.224720 Sprinkler, 26.87 5.6 E(2'-0"), PO(5'-0") 120 9'-11" 20'-6"14'-10½"0.33 20'-6"4'-11½"601 604 1½(See Notes) 1.6820 24.40 0.02254526.87 T(9'-11") 120 24.73 Total(Pt)Route 12 100'-1½" -3'-0"473'-9½" -0.43 0.83 -4'-0"373'-7½"14 12 6 • • • • • Route 13 • • • • •(See Notes) 6.0900 53.86250.00 0.001756 Hydrant, 250.00 3EE(10'-9½"), E(21'-7"), T(46'- 2½") 150 54.26 Total(Pt)Route 13 © M.E.P.CAD, Inc.1/6/2020 Page 9AutoSPRINK 2019 v15.1.18.0 1:53:19PML2 STORAGE Date: 1/6/2020 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: L2 STORAGE Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90°Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.1/6/2020 Page 10AutoSPRINK 2019 v15.1.18.0 1:53:19PML2 STORAGE Hydraulic Calculations Location: 47705 CALEO BAY DRIVE, , LA QUINTA, CA 92253 Project Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENT Drawing Name: LQM_WORLD_FP_ALL.cad Calculation Date: 1/6/2020 for Design Remote Area Location: Light Hazard Commodity Classification: Area of Application: 1500ft² (Actual 1128.5ft²) Coverage per Sprinkler: 225ft² Type of sprinklers calculated: 8 ART STUDIO LIGHT ART STUDIORemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.10gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 10.0 gpm 100.00 HydrantType:14at Node: 250.00 HydrantType:14at Node: 250.00 HydrantType:14at Node: 100.00 HydrantType:14at Node: (including Hose Streams where applicable):Total Water Required 56.53@284.99From Water Supply at Node 1:(Safety Margin = 31.20 psi) Type of System: WET Volume of Dry or PreAction System:N/A Name of Contractor:WORLD FIRE PROTECTION LA QUINTA FIREAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 179 TORREMOLINOS DRIVE, RANCHO MIRAGE, CA 92270 760-800-3182 Travis Mack, SET, CFPS, CWBSP, RME-G Right: 317.03 N/ALeft:Automatic peaking results Notes: 1/6/2020© M.E.P.CAD, Inc.Page 1AutoSPRINK 2019 v15.1.18.0 1:53:23PMART STUDIO APPROVED Riverside County Fire Department La Quinta Office of the Fire Marshal By: countyfire 02/11/2020 1:08:33 PM The approval of plans and specifications does not permit the violation, deletion, omission or faulty installation of any requirements of Title 24 or any Local Ordinances. Construction shall remain accessible and exposed for inspection purposes until approved by the Fire Department. Kohl Hetrick Digitally signed by Kohl Hetrick DN: C=US, E=kohl.hetrick@fire.ca.gov, O=Riverside County Fire Department, OU=La Quinta Office of the Fire Marshal, CN=Kohl Hetrick Location: 78495 Calle Tampico, La Quinta, 92253 Reason: I have reviewed this document Contact Info: 760-777-7074 Date: 2019.07.23 08:23:01-07'00' FSS2019-0156 Hydraulic Graph Water Supply Node: 1 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART Remote Area Number: ART STUDIO Date: 1/6/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc.1/6/2020 Page 2AutoSPRINK 2019 v15.1.18.0 1:53:25PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Light Hazard (ART STUDIO) Job Number: 19-308 Hydrant 14 100.00 100.00 0 46.73 Sprinkler 709 24.13 22.50 5.6 18.56 Sprinkler 710 23.12 22.50 5.6 17.04 Sprinkler 711 22.64 22.50 5.6 16.34 Sprinkler 712 22.50 22.50 5.6 16.14 Sprinkler 731 24.19 22.50 5.6 18.65 Sprinkler 732 23.18 22.50 5.6 17.13 Sprinkler 733 22.69 22.50 5.6 16.42 Sprinkler 734 22.55 22.50 5.6 16.22 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.1/6/2020 Page 3AutoSPRINK 2019 v15.1.18.0 1:53:27PM Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: ART STUDIO Date: 1/6/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 73.001 56.53284.992500.00 87.7388.00Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -3'-0"284.9956.53Supply1 -4'-0"100.0046.73Hydrant14 14'-0"24.1318.56Sprinkler709 14'-0"23.1217.04Sprinkler710 14'-0"22.6416.34Sprinkler711 14'-0"22.5016.14Sprinkler712 14'-0"24.1918.65Sprinkler731 14'-0"23.1817.13Sprinkler732 14'-0"22.6916.42Sprinkler733 14'-0"22.5516.22Sprinkler734 -3'-0"44.878 -3'-0"46.4512 1'-0"42.9218 15'-6"22.4924 15'-6"19.5827 15'-6"17.9329 15'-6"17.1732 15'-6"16.9537 15'-6"22.6096 © M.E.P.CAD, Inc.1/6/2020 Page 4AutoSPRINK 2019 v15.1.18.0 1:53:30PM Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: ART STUDIO Date: 1/6/2020 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 15'-6"19.6798 15'-6"18.02101 15'-6"17.25104 15'-6"17.04106 13'-8"27.20164 13'-8"27.11167 13'-8"26.92171 13'-8"26.76175 13'-8"25.98180 3'-9"40.53Gauge466 13'-8"31.94486 13'-8"31.96489 13'-8"32.04493 13'-8"32.21497 13'-8"32.47501 © M.E.P.CAD, Inc.1/6/2020 Page 5AutoSPRINK 2019 v15.1.18.0 1:53:30PM Date: 1/6/2020 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: ART STUDIO Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0" 15'-6"9'-0" -0.64 1.45 14'-0"2'-0"712 37 1 • • • • • Route 1 • • • • •(See Notes) 1.0490 16.1422.50 0.161813 Sprinkler, 22.50 5.6 E(2'-0"), PO(5'-0") 120 15'-6"13'-0"0.21 15'-6"13'-0"37 32 1½ 1.6820 16.95 0.01623422.50 120 15'-6"13'-0"0.77 15'-6"13'-0"32 29 1½ 1.6820 17.1722.64 0.058849 Flow (q) from Route 3 45.14 120 15'-6"13'-0"1.64 15'-6"13'-0"29 27 1½ 1.6820 17.9323.12 0.126482 Flow (q) from Route 5 68.25 120 9'-11" 15'-6"13'-2"2.92 15'-6"3'-3"27 24 1½(See Notes) 1.6820 19.5824.13 0.221422 Flow (q) from Route 7 92.38 PO(9'-11") 120 15'-6"12'-4½"0.11 15'-6"12'-4½"24 96 3 3.2600 22.49 0.00882392.38 120 37'-7½" 13'-8"81'-2½" 0.79 2.59 15'-6"43'-7"96 180 3 (See Notes) 3.2600 22.6092.60 0.031878 Flow (q) from Route 2 184.99 3fE(6'-8½"), fT(17'-5½") 120 39'-7" 13'-8"135'-4½"6.49 13'-8"95'-9"180 501 1½(See Notes) 1.6820 25.98 0.047915 PO(9'-11") 40.39 2T(9'-11"), PO(9'-11") 120 26'-10½" 3'-9"118'-3" 4.29 3.77 13'-8"91'-4½"501 466 3 (See Notes) 3.2600 32.47144.60 0.031878 Flow (q) from Route 10 184.99 4fE(6'-8½"), BOR 120 34'-11½" 1'-0"37'-2½" 1.20 1.19 3'-9"2'-3"466 18 3 (See Notes) 3.2600 40.53 0.031878184.99 2f(-0.00), CV(21'-6"), BV(13'-5 ½") 120 15'-1" -3'-0"29'-1" 1.73 0.22 1'-0"14'-0"18 8 4 (See Notes) 4.0260 42.92 0.007548184.99 E(15'-1") 150 © M.E.P.CAD, Inc.1/6/2020 Page 6AutoSPRINK 2019 v15.1.18.0 1:53:33PMART STUDIO Date: 1/6/2020 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: ART STUDIO Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 48'-4" -3'-0"223'-3½"1.58 -3'-0"174'-11½"8 12 4 (See Notes) 4.0800 44.87 0.007074184.99 2EE(6'-5½"), PIV(3'-2½"), T(32' -2½") 150 -3'-0"36'-9"10.08 -3'-0"36'-9"12 1 6 (See Notes) 6.2800 46.45100.00 0.002189 Flow (q) from Route 9 284.99 BFP(-10.00), S 140 1 0.00 Hose Allowance At Source 284.99 Route 1Total(Pt) 56.53 7'-0" 15'-6"9'-0" -0.64 1.46 14'-0"2'-0"734 106 1 • • • • • Route 2 • • • • •(See Notes) 1.0490 16.2222.55 0.162536 Sprinkler, 22.55 5.6 E(2'-0"), PO(5'-0") 120 15'-6"13'-0"0.21 15'-6"13'-0"106 104 1½ 1.6820 17.04 0.01630622.55 120 15'-6"13'-0"0.77 15'-6"13'-0"104 101 1½ 1.6820 17.2522.69 0.059112 Flow (q) from Route 4 45.24 120 15'-6"13'-0"1.65 15'-6"13'-0"101 98 1½ 1.6820 18.0223.18 0.127046 Flow (q) from Route 6 68.42 120 9'-11" 15'-6"13'-2"2.93 15'-6"3'-3"98 96 1½(See Notes) 1.6820 19.6724.19 0.222408 Flow (q) from Route 8 92.60 PO(9'-11") 120 22.60 Total(Pt)Route 2 7'-0" 15'-6"8'-11½" -0.64 1.47 14'-0"1'-11½"711 32 1 • • • • • Route 3 • • • • •(See Notes) 1.0490 16.3422.64 0.163619 Sprinkler, 22.64 5.6 E(2'-0"), PO(5'-0") 120 17.17 Total(Pt)Route 3 7'-0" 15'-6"8'-11½" -0.64 1.48 14'-0"1'-11½"733 104 1 • • • • • Route 4 • • • • •(See Notes) 1.0490 16.4222.69 0.164350 Sprinkler, 22.69 5.6 E(2'-0"), PO(5'-0") 120 17.25 Total(Pt)Route 4 © M.E.P.CAD, Inc.1/6/2020 Page 7AutoSPRINK 2019 v15.1.18.0 1:53:33PMART STUDIO Date: 1/6/2020 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: ART STUDIO Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0" 15'-6"8'-11½" -0.64 1.53 14'-0"1'-11½"710 29 1 • • • • • Route 5 • • • • •(See Notes) 1.0490 17.0423.12 0.170152 Sprinkler, 23.12 5.6 E(2'-0"), PO(5'-0") 120 17.93 Total(Pt)Route 5 7'-0" 15'-6"8'-11½" -0.64 1.53 14'-0"1'-11½"732 101 1 • • • • • Route 6 • • • • •(See Notes) 1.0490 17.1323.18 0.170910 Sprinkler, 23.18 5.6 E(2'-0"), PO(5'-0") 120 18.02 Total(Pt)Route 6 7'-0" 15'-6"8'-11½" -0.64 1.65 14'-0"1'-11½"709 27 1 • • • • • Route 7 • • • • •(See Notes) 1.0490 18.5624.13 0.184131 Sprinkler, 24.13 5.6 E(2'-0"), PO(5'-0") 120 19.58 Total(Pt)Route 7 7'-0" 15'-6"8'-11½" -0.64 1.66 14'-0"1'-11½"731 98 1 • • • • • Route 8 • • • • •(See Notes) 1.0490 18.6524.19 0.184946 Sprinkler, 24.19 5.6 E(2'-0"), PO(5'-0") 120 19.67 Total(Pt)Route 8 100'-1½" -3'-0"473'-9½" -0.43 0.15 -4'-0"373'-7½"14 12 6 • • • • • Route 9 • • • • •(See Notes) 6.0900 46.73100.00 0.000322 Hydrant, 100.00 3EE(10'-9½"), E(21'-7"), T(46'- 2½") 150 46.45 Total(Pt)Route 9 20'-2" 13'-8"34'-4"0.19 13'-8"14'-2"171 167 3 • • • • • Route 10 • • • • •(See Notes) 3.2600 26.9266.31 0.005561 Flow (q) from Route 1 71.98 PO(20'-2") 120 40'-4" 13'-8"54'-6"0.08 13'-8"14'-2"167 164 3 (See Notes) 3.2600 27.11 0.001526 PO(20'-2") 35.78 PO(20'-2") 120 29'-8½" 13'-8"123'-11"4.74 13'-8"94'-2½"164 486 1½(See Notes) 1.6820 27.2048.35 0.038288 Flow (q) from Route 1 35.78 2T(9'-11"), PO(9'-11") 120 13'-8"14'-2"0.02 13'-8"14'-2"486 489 3 3.2600 31.9451.78 0.001526 Flow (q) from Route 2 35.78 120 © M.E.P.CAD, Inc.1/6/2020 Page 8AutoSPRINK 2019 v15.1.18.0 1:53:33PMART STUDIO Date: 1/6/2020 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: ART STUDIO Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 13'-8"14'-2"0.08 13'-8"14'-2"489 493 3 3.2600 31.9636.20 0.005561 Flow (q) from Route 12 71.98 120 13'-8"14'-2"0.17 13'-8"14'-2"493 497 3 3.2600 32.0435.74 0.011722 Flow (q) from Route 11 107.72 120 13'-8"12'-11"0.26 13'-8"12'-11"497 501 3 3.2600 32.2136.88 0.020211 Flow (q) from Route 13 144.60 120 32.47 Total(Pt)Route 10 24'-2½" 13'-8"38'-3½"0.77 13'-8"14'-1½"180 175 3 • • • • • Route 11 • • • • •(See Notes) 3.2600 25.9834.32 0.020211 Flow (q) from Route 1 144.60 fE(6'-8½"), fT(16'-0") 120 13'-8"14'-2"0.17 13'-8"14'-2"175 171 3 3.2600 26.7634.32 0.011722 Flow (q) from Route 1 107.72 120 39'-7" 13'-8"134'-0"5.12 13'-8"94'-4½"171 493 1½(See Notes) 1.6820 26.92 0.038204 PO(9'-11") 35.74 2T(9'-11"), PO(9'-11") 120 32.04 Total(Pt)Route 11 29'-8½" 13'-8"123'-11"4.85 13'-8"94'-2½"167 489 1½• • • • • Route 12 • • • • •(See Notes) 1.6820 27.1197.60 0.039133 Flow (q) from Route 1 36.20 2T(9'-11"), PO(9'-11") 120 31.96 Total(Pt)Route 12 39'-7" 13'-8"134'-7"5.45 13'-8"94'-11½"175 497 1½• • • • • Route 13 • • • • •(See Notes) 1.6820 26.76 0.040505 PO(9'-11") 36.88 2T(9'-11"), PO(9'-11") 120 32.21 Total(Pt)Route 13 © M.E.P.CAD, Inc.1/6/2020 Page 9AutoSPRINK 2019 v15.1.18.0 1:53:33PMART STUDIO Date: 1/6/2020 Job Name: CA DESERT MUSEUM OF ART & CHRISTIAN TITLE ART CENTER Remote Area Number: ART STUDIO Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90°Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.1/6/2020 Page 10AutoSPRINK 2019 v15.1.18.0 1:53:33PMART STUDIO 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 Series TY-FRB — 2.8, 4.2, 5.6, and 8.0 K-Factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage Worldwide Contacts www.tyco-fire.com Page 1 of 10 NOVEMBER 2015 TFP171 IMPORTANT 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. General Description The TYCO Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright, Pendent, and Recessed Pendent Sprinklers described in this data sheet are quick response, standard coverage, deco- rative 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 10 (1/2 inch NPT) or Style 40 (3/4 inch NPT) Recessed Escutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position, or a • A two-piece Style 20 (1/2 inch NPT) or Style 30 (3/4 inch NPT) Recessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment 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. Corrosion-resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be obtained when exposed to corrosive atmo- spheres. Although corrosion-resistant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suit- ability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An intermediate level of the Series TY-FRB Pendent Sprinklers is detailed in Technical Data Sheet TFP356, and Sprinkler Guards are detailed in Tech- nical Data Sheet TFP780. NOTICE The Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright, Pendent, and Recessed Pendent Sprinklers described herein must be installed and maintained in compliance with this document and with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number (SIN) TY1131 - Upright 2.8K, 1/2 ˝ NPT TY1231 - Pendent 2.8K, 1/2 ˝ NPT TY2131 - Upright 4.2K, 1/2 ˝ NPT TY2231 - Pendent 4.2K, 1/2 ˝ NPT TY3131 - Upright 5.6K, 1/2 ˝ NPT TY3231 - Pendent 5.6K, 1/2 ˝ NPT TY4131 - Upright 8.0K, 3/4˝ NPT TY4231 - Pendent 8.0K, 3/4˝ NPT TY4831 - Upright 8.0K, 1/2 ˝ NPT TY4931 - Pendent 8.0K, 1/2 ˝ NPT TFP171 Page 2 of 10 *** * ** * UPRIGHT PENDENT CROSS SECTIONRECESSED PENDENT 7/16" (11,1 mm) NOMINAL MAKE-IN ESCUTCHEON PLATE SEATING SURFACE STYLE 10 or 20 RECESSED ESCUTCHEON Pipe thread connections per ISO 7-1 can be provided on special request. Temperature rating is indicated on Deector. WRENCH FLATS 2-3/16" (55,6 mm) Sealing Assembly Compression Screw 1 2 Button Frame - - Bulb 3 - 4 -6 -Deector 5 - 7 Bushing- 1/2" NPT 6 5 1 4 2 3 7 2-7/8" (73,0 mm) DIA. 2-1/4" (57,2 mm) 1-9/16" (39,7 mm) ** *** * * UPRIGHT PENDENT RECESSED PENDENT CROSS SECTION 7/16" (11,1 mm) NOMINAL MAKE-IN ESCUTCHEON PLATE SEATING SURFACE STYLE 10 or 20 RECESSED ESCUTCHEON Pipe thread connections per ISO 7-1 can be provided on special request. Temperature rating is indicated on Deector. WRENCH FLATS 2-3/16" (55,6 mm) 2-3/16" (55,6 mm) 1-1/2" (38,1 mm) Sealing Assembly Compression Screw 1/2" NPT Frame Button-2 1 - Deector6- 2-7/8" (73,0 mm) DIA. 6 4 5 2 1 3 4 -Bulb 3 -5 - *** ** * * UPRIGHT PENDENT CROSS SECTIONRECESSED PENDENT 7/16" (11,1 mm) NOMINAL MAKE-IN ESCUTCHEON PLATE SEATING SURFACE STYLE 10 or 20 RECESSED ESCUTCHEON Pipe thread connections per ISO 7-1 can be provided on special request. Temperature rating is indicated on Deector. 2-7/8" (73,0 mm) DIA.1/2" NPT 1 2 Button Frame - - Bulb4-6 -Deector 5 6 4 2 3 1 3 -5 - WRENCH FLATS 2-3/16" (55,6 mm) 2-3/16" (55,6 mm) 1-1/2" (38,1 mm) Sealing Assembly Compression Screw FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY1131) AND PENDENT (TY1231) SPRINKLERS 2.8 K-FACTOR, 1/2 INCH NPT FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K-FACTOR, 1/2 INCH NPT FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY3131) AND PENDENT (TY3231) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT TFP171 Page 3 of 10 *** ** * * UPRIGHT PENDENT CROSS SECTIONRECESSED PENDENT 1/2" (12,7 mm) NOMINAL MAKE-IN ESCUTCHEON PLATE SEATING SURFACE STYLE 30 or 40 RECESSED ESCUTCHEON Pipe thread connections per ISO 7-1 can be provided on special request. Temperature rating is indicated on Deector. WRENCH FLATS Sealing Assembly Compression Screw 3/4" NPT 1 2 Button Frame - - Bulb 3 - 4 -6 -Deector 5 - 5 6 4 2 3 1 2-7/8" (73,0 mm) DIA. 2-5/16" (58,7 mm) 1-9/16" (39,7 mm) 2-1/4" (57,2 mm) * ** ** * * PENDENTUPRIGHT CROSS SECTION 2-1/4" (57,2 mm) 1-9/16" (39,7 mm) 2-3/16" (55,6 mm) Sealing Assembly WRENCH FLATS Compression Screw Pipe thread connections per ISO 7-1 can be provided on special request. Temperature rating is indicated on Deector. CEILING PLATE SEATING SURFACE 7/16" (11,1 mm) NOMINAL MAKE-IN 1 2 Button Frame - - Bulb 3 - 4 - 6 -Deector 5 - 1/2" NPT 5 6 4 2 3 1 WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA WRENCH RECESS (END "A" USED FOR 1/2" NPT MODELS) WRENCH RECESS (END "B" USED FOR 3/4" NPT MODELS) FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4131) AND PENDENT (TY4231) SPRINKLERS 8.0 K-FACTOR, 3/4 INCH NPT FIGURE 5 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4831) AND PENDENT (TY4931) SPRINKLERS 8.0 K-FACTOR, 1/2 INCH NPT FIGURE 6 W-TYPE 6 SPRINKLER WRENCH FIGURE 7 W-TYPE 7 RECESSED SPRINKLER WRENCH TFP171 Page 4 of 10 Technical Data Approvals UL and C-UL Listed FM, LPCB, and NYC Approved Refer to Table A and B for complete approval information including corrosion- resistant status. Maximum Working Pressure Refer to Table C. Discharge Coefficient K=2.8 gpm/psi½ (40,3 lpm/bar ½) K=4.2 gpm/psi½ (60,5 lpm/bar½) K=5.6 gpm/psi½ (80,6 lpm/bar ½) K=8.0 gpm/psi½ (115,2 lpm/bar ½) Temperature Rating Refer to Table A and B. Finishes Sprinkler: Refer to Table D. Recessed Escutcheon: Signal or Pure White, Jet Black, Chrome Plated, or Natural Brass Physical Characteristics Frame . . . . . . . . . . . . . . . . . . . . . . . . . . . .Bronze Button . . . . . . . . . . . . . . . . . . . . . .Brass/Copper Sealing Assembly ..Beryllium Nickel w/TEFLON Bulb . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Glass Compression Screw . . . . . . . . . . . . . . . . .Bronze Deflector . . . . . . . . . . . . . . . . . . .Copper/Bronze Bushing (K=2.8) . . . . . . . . . . . . . . . . . . . . .Bronze 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, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright, Pendent, and Recessed Pendent Sprinklers are intended for fire protection systems designed in accordance with the stan- dard 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 require- ments of FM’s Loss Prevention Data Sheets). Only the Style 10, 20, 30, or 40 Recessed Escutcheon, as applica- ble, is to be used for recessed pendent installations. Installation The TYCO Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright, Pendent, and Recessed 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 inch (1,6 mm) for the 135°F (57°C) and 3/32 inch (2,4 mm) for the 286°F (141°C) tem- perature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a minimum to maximum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). A leak tight 3/4 inch NPT sprinkler joint should be obtained with a torque of 10 to 20 ft.- lbs. (13,4 to 26,8 Nm). 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. Series TY-FRB Upright and Pendent Sprinklers The Series TY-FRB Pendent and Upright 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 6). With ref- erence to Figures 1 through 5, apply the W-Type 6 Sprinkler Wrench to the sprinkler wrench flats. Series TY-FRB 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 10, 20, 30, or 40 Mounting Plate, as applica- ble, 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 7). With reference to Figures 1 to 4, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Step C. After ceiling installation and finishing, slide on the Style 10, 20, 30, or 40 Closure over the Series TY-FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. TFP171 Page 5 of 10 SPRINKLER FINISH (See Note 5) K FACTOR TYPE TEMPERATURE BULB LIQUID COLOR NATURAL BRASS CHROME PLATED POLYESTER*** 2.8 1/2” NPT PENDENT (TY1231) and UPRIGHT (TY1131) 135°F (57°C)Orange 1, 2, 3, 4 155°F (68°C)Red 175°F (79°C)Yellow 200°F (93°C)Green 286°F (141°C)Blue RECESSED PENDENT (TY1231)* Figure 8 135°F (57°C)Orange 1, 2, 4 155°F (68°C)Red 175°F (79°C)Yellow 200°F (93°C)Green RECESSED PENDENT (TY1231)** Figure 9 135°F (57°C)Orange 155°F (68°C)Red 175°F (79°C)Yellow 200°F (93°C)Green 4.2 1/2” NPT PENDENT (TY2231) and UPRIGHT (TY2131) 135°F (57°C)Orange 1, 2 155°F (68°C)Red 175°F (79°C)Yellow 200°F (93°C)Green 286°F (141°C)Blue RECESSED PENDENT (TY2231)* Figure 10 135°F (57°C)Orange 155°F (68°C)Red 175°F (79°C)Yellow 200°F (93°C)Green RECESSED PENDENT (TY2231)** Figure 11 135°F (57°C)Orange 155°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. 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. * Installed with Style 10 (1/2” NPT) or Style 40 (3/4” NPT) 3/4” Total Adjustment Recessed Escutcheon, as applicable. ** Installed with Style 20 (1/2” NPT) or Style 30 (3/4” NPT) 1/2” Total Adjustment Recessed Escutcheon, as applicable. *** Frame and Deflector only. N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS FOR 2.8 AND 4.2 K-FACTOR SPRINKLERS TFP171 Page 6 of 10 SPRINKLER FINISH (See Note 8) K FACTOR TYPE TEMPERATURE BULB LIQUID COLOR NATURAL BRASS CHROME PLATED POLYESTER***LEAD COATED 5.6 1/2” NPT PENDENT (TY3231) and UPRIGHT (TY3131) 135°F (57°C)Orange 1, 2, 3, 4, 5, 6, 7 1, 2, 3, 5 155°F (68°C)Red 175°F (79°C)Yellow 200°F (93°C)Green 286°F (141°C)Blue RECESSED PENDENT (TY3231)* Figure 12 135°F (57°C)Orange 1, 2, 4, 5 N/A 155°F (68°C)Red 175°F (79°C)Yellow 200°F (93°C)Green 286°F (141°C)Blue RECESSED PENDENT (TY3231)** Figure 13 135°F (57°C)Orange 1, 2, 3, 4, 5 N/A 155°F (68°C)Red 175°F (79°C)Yellow 200°F (93°C)Green 286°F (141°C)Blue 8.0 3/4” NPT PENDENT (TY4231) and UPRIGHT (TY4131) 135°F (57°C)Orange 1, 2, 3, 4, 5, 6, 7 1, 2, 5 155°F (68°C)Red 175°F (79°C)Yellow 200°F (93°C)Green 286°F (141°C)Blue RECESSED PENDENT (TY4231)* Figure 14 135°F (57°C)Orange 1, 2, 5 N/A 155°F (68°C)Red 175°F (79°C)Yellow 200°F (93°C)Green 286°F (141°C)Blue RECESSED PENDENT (TY4231)** Figure 15 135°F (57°C)Orange 1, 2, 3, 5 N/A 155°F (68°C)Red 175°F (79°C)Yellow 200°F (93°C)Green 286°F (141°C)Blue 8.0 1/2” NPT PENDENT (TY4931) and UPRIGHT (TY4831) 135°F (57°C)Orange 1, 2, 4, 5, 6 1, 2, 5 155°F (68°C)Red 175°F (79°C)Yellow 200°F (93°C)Green 286°F (141°C)Blue 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 Loss Prevention Certification Board (LPCB Ref. No. 007k/04) as Quick Response Sprinklers. However, LPCB does not rate the thermal sensitivity of recessed sprinklers. 5. Approved by the City of New York under MEA 354-01-E. 6. VdS Approved (For details, contact Tyco Fire Suppression & Building Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53-428-3377.) 7. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. 8. Where Polyester Coated and Lead-Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. Where Lead-Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion-Resistant Sprinklers. * Installed with Style 10 (1/2” NPT) or Style 40 (3/4” NPT) 3/4” Total Adjustment Recessed Escutcheon, as applicable. ** Installed with Style 20 (1/2” NPT) or Style 30 (3/4” NPT) 1/2” Total Adjustment Recessed Escutcheon, as applicable. *** Frame and Deflector only. N/A: Not Available TABLE B LABORATORY LISTINGS AND APPROVALS FOR 5.6 AND 8.0 K-FACTOR SPRINKLERS TFP171 Page 7 of 10 Care and Maintenance The TYCO Series TY-FRB 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. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. 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 sprinkler manufac- turer regarding 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. 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). Initial and frequent visual inspections of random samples are recommended for corrosion-resistant sprinklers to verify the integrity of the corrosion-resistant material of construction. Thereafter, annual inspections per NFPA 25 should suffice. Inspections of corrosion-resistant sprinklers are recommended at close range, instead of from the floor level per NFPA. Inspection at close range can better determine the exact sprin- kler condition and the long-term integ- rity of the corrosion-resistant material, which can be affected by the corrosive conditions present. SPRINKLER FINISH K FACTOR TYPE NATURAL BRASS CHROME PLATED POLYESTER LEAD COATED 2.8 1/2” NPT PENDENT (TY1231) and UPRIGHT (TY1131)175 PSI (12,1 BAR)N/A RECESSED PENDENT (TY1231) 4.2 1/2” NPT PENDENT (TY2231) and UPRIGHT (TY2131)175 PSI (12,1 BAR) N/A RECESSED PENDENT (TY2231) 5.6 1/2” NPT PENDENT (TY3231) and UPRIGHT (TY3131) 250 PSI (17,2 BAR) OR 175 PSI (12,1 BAR) (SEE NOTE 1)RECESSED PENDENT (TY3231) 8.0 3/4” NPT PENDENT (TY4231) and UPRIGHT (TY4131)175 PSI (12,1 BAR) 175 PSI (12,1 BAR) RECESSED PENDENT (TY4231)N/A 8.0 1/2” NPT PENDENT (TY4931) and UPRIGHT (TY4831)175 PSI (12,1 BAR)175 PSI (12,1 BAR) NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories Inc. (UL); the Listing by Under- writers Laboratories, Inc. for use in Canada (C-UL); and, the Approval by the City of New York. TABLE C MAXIMUM WORKING PRESSURE TFP171 Page 8 of 10 2-1/4" DIA. (57,2 mm) 2-7/8" DIA. (73,0 mm) MOUNTING SURFACE FACE OF SPRINKLER FITTING MOUNTING PLATE 1/8" (3,2 mm) SERIES TY-FRBCLOSURE 13/16" (20,6 mm) 1-5/16" (33,3 mm) 1/4" (6,4 mm) 3/4" (19,1 mm)5/8±1/4" (15,9±6,4 mm)1/2±1/8" (12,7±3,2 mm)2-1/4" DIA. (57,2 mm) 2-7/8" DIA. (73,0 mm) MOUNTING SURFACE CLOSURE FACE OF SPRINKLER FITTING 1-1/16" (27,0 mm) 1-5/16" (33,3 mm) MOUNTING PLATE 1/8" (3,2 mm) 1/4" (6,4 mm) 1/2" (12,7 mm) SERIES TY-FRB 1/2±1/8" (12,7±3,2 mm)2-1/4" DIA. (57,2 mm) 2-7/8" DIA. (73,0 mm) MOUNTING SURFACE FACE OF SPRINKLER FITTING MOUNTING PLATE 1/8" (3,2 mm) SERIES TY-FRBCLOSURE 1" (25,4 mm) 1-1/4" (31,8 mm) 1/4" (6,4 mm) 1/2" (12,7 mm) 2-1/4" DIA. (57,2 mm) 2-7/8" DIA. (73,0 mm) MOUNTING SURFACE FACE OF SPRINKLER FITTING MOUNTING PLATE 1/8" (3,2 mm) SERIES TY-FRB 5/8±1/4" (15,9±6,4 mm) CLOSURE 3/4" (19,1 mm) 1-1/4" (31,8 mm) 1/4" (6,4 mm) 3/4" (19,1 mm) FIGURE 8 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT FIGURE 9 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT FIGURE 10 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT FIGURE 11 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT TFP171 Page 9 of 10 2-1/4" DIA. (57,2 mm) 2-7/8" DIA. (73,0 mm) MOUNTING SURFACE FACE OF SPRINKLER FITTING MOUNTING PLATE 1/8" (3,2 mm) SERIES TY-FRB 5/8±1/4" (15,9±6,4 mm) CLOSURE 3/4" (19,1 mm) 1-1/4" (31,8 mm) 1/4" (6,4 mm) 3/4" (19,1 mm)1/2±1/8" (12,7±3,2 mm)2-1/4" DIA. (57,2 mm) 2-7/8" DIA. (73,0 mm) MOUNTING SURFACE FACE OF SPRINKLER FITTING MOUNTING PLATE 1/8" (3,2 mm) SERIES TY-FRBCLOSURE 1" (25,4 mm) 1-1/4" (31,8 mm) 1/4" (6,4 mm) 1/2" (12,7 mm) 2-1/4" DIA. (57,2 mm) 2-7/8" DIA. (73,0 mm) MOUNTING SURFACE FACE OF SPRINKLER FITTING MOUNTING PLATE 1/8" (3,2 mm) SERIES TY-FRB 5/8±1/4" (15,9±6,4 mm) CLOSURE 1-5/16" (33,3 mm) 13/16" (20,6 mm) 3/4" (19,1 mm) 1/4" (6,4 mm)1/2±1/8" (12,7±3,2 mm)2-1/4" DIA. (57,2 mm) 2-7/8" DIA. (73,0 mm) MOUNTING SURFACE FACE OF SPRINKLER FITTING MOUNTING PLATE 1/8" (3,2 mm) SERIES TY-FRB CLOSURE 1-5/16" (33,3 mm) 1-1/16" (27,0 mm) 1/2" (12,7 mm) 1/4" (6,4 mm) FIGURE 12 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT FIGURE 13 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT FIGURE 14 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT FIGURE 15 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT GLOBAL HEADQUARTERS | 1400 Pennbrook Parkway, Lansdale, PA 19446 | Telephone +1-215-362-0700 TFP171 Page 10 of 10 Copyright © 2015 Tyco Fire Products, LP. All rights reserved. TEFLON is trademark of The DuPont Corporation. P/N 57 – XXX – X – XXX NOTES: 1. Eastern Hemisphere sales only. 2. Available in only 2.8K, 4.2K, and 8.0K, 155°F (68°C) and 200°F (93°C); requires lead time to manufacture. 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 TY-FRB (Specify SIN), (specify K-factor), (specify Pendent or Upright) Sprinkler (specify) temperature rating, (specify) finish or coating, P/N (specify from Table D) Recessed Escutcheon Specify: Style (10, 20, 30, or 40) Recessed Escutcheon with (specify*) finish, P/N (specify*) 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 * Refer to Technical Data Sheet TFP770 SPRINKLER FINISH 1 NATURAL BRASS 3 PURE WHITE POLYESTER (RAL9010)1 4 SIGNAL WHITE POLYESTER (RAL9003) 5 JET BLACK POLYESTER (RAL9005)2 7 LEAD COATED 9 CHROME PLATED 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) SIN 330 2.8K UPRIGHT (1/2”NPT)TY1131 331 2.8K PENDENT (1/2”NPT)TY1231 340 4.2K UPRIGHT (1/2”NPT)TY2131 341 4.2K PENDENT (1/2”NPT)TY2231 370 5.6K UPRIGHT (1/2”NPT)TY3131 371 5.6K PENDENT (1/2”NPT)TY3231 390 8.0K UPRIGHT (3/4”NPT)TY4131 391 8.0K PENDENT (3/4”NPT)TY4231 360 8.0K UPRIGHT (1/2”NPT)TY4831* 361 8.0K PENDENT (1/2”NPT)TY4931* TABLE D SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS PART NUMBER SELECTION 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 Model CC3 — 4.2 and 5.6 K-factor Combustible Concealed Space Sprinklers Specific Application, Upright Page 1 of 8 APRIL 2019 TFP633 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 Model CC3 Combustible Con- cealed Sprinklers are quick response, upright, specific application sprinklers designed to provide protection of spe- cific light hazard combustible, as well as non-combustible, con cealed spaces requiring sprinkler protection. The Model CC3 Sprinklers comply with the criteria for the protection of combus- tible concealed spaces as described in NFPA 13. The Model CC3 Sprinklers are designed for installation on BLAZE- MASTER CPVC wet pipe systems, other UL Listed CPVC pipe products, and steel wet pipe or dry pipe sprinkler systems (see the respective Design Cri- teria sections). The Model CC3 Sprin- klers are designed to be installed in the following arrangements for both wet CPVC and steel: • 4.2K 14 ft (4,3 m) maximum between sprinklers 196 ft² (18,2 m²) maximum cover-age area • 5.6K 16 ft (4,9 m) maximum between sprinklers 256 ft² (23,8 m²) maximum cover- age area • 6 in. (152,4 mm) minimum height for joist with steel pipe or CPVC when insulation filled. 12 in. (305 mm) min- imum height for all other arrange- ments and sizes • 60 in. (1524 mm) maximum height from joist to joist and 84 in. (2134 mm) from floor to ceiling • 60 in. (1524 mm) maximum height for truss and bar joist • The 4.2K and 5.6K sprinklers are UL Listed for use with LFP® Antifreeze. For information about antifreeze compatibility and approved con- figurations, see the Technical Data section. NOTICE The Model CC3 Combustible Con- cealed 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 Number TY2199 – Upright, 4.2K TY3199 – Upright, 5.6K Technical Data ApprovalsUL Listed (Listings and approvals only apply to the service conditions indicated in the Design Criteria sections.) Antifreeze Compatibility Model CC3 TY2199 4.2K and TY3199 5.6K Sprinklers are UL Listed for use with LFP® Antifreeze within 1000 ft² (93 m²) draft curtain areas in all construction types described in this document. Model CC3 TY3199 5.6K Sprinkler is also UL Listed for use with LFP® Antifreeze within 2000 ft² (186 m²) draft curtain areas in solid wood open truss construction on edge or on face. The use of LFP® Antifreeze should be in accordance with LFP® Antifreeze Agency Listed Solution for Fire Sprinkler Systems (Technical Data Sheet TFP1680). There is no system volume limit for this application. Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection ½ in. NPT Discharge Coefficient K = 4.2 GPM/psi½ (60,5 LPM/bar½) K = 5.6 GPM/psi½ (80,6 LPM/bar½) Temperature Rating 200°F (93°C) Finish Natural Brass Physical Characteristics Frame . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Brass Button . . . . . . . . . . . . . . . . . . . . . . . . . . . .Bronze Sealing Assembly ..Beryllium Nickel w/TEFLON Bulb .........................Glass (3 mm) Compression Screw . . . . . . . . . . . . . . . . . .Brass Deflector . . . . . . . . . . . . . . . . . . . . . . . . . .Bronze TFP633 Page 2 of 8 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 allowing the sprinkler to acti- vate and flow water. Design Criteria Design criteria is provided as follows: • 200°F (93°C), Model CC3 Combusti- ble Concealed Sprinklers with CPVC pipe and horizontal slope above sprinklers not exceeding 2:12. See Page 2. • 200°F (93°C), Model CC3 Combus- tible Concealed Sprinklers with steel pipe and horizontal slope above sprinklers not exceeding 2:12 See Page 4. • For the installation of Model CC3 Combustible Concealed Sprinklers installed with baffles at 2000 ft² (186 m²), the design of the system should be 6 sprinklers or 1000 sq. ft., whichever is greater. Design Criteria, CPVC Pipe Area of Use (CPVC Pipe) Horizontal (slope not exceeding 2:12) combustible concealed spaces of: • Unobstructed wood truss construc- tion or unobstructed bar joist con- struction. See Figure 2. • Non-combustible, insulation-filled solid wood or composite wood joist construction. See Figure 3. NOTE: In order to be considered “non-combustible insulation-filled solid wood or composite wood joist construction,” the insulation (includ- ing insulation provided with a combus- tible vapor barrier), must completely fill the pockets between the joists to the bottom of the joists, and the insulation must be secured in place with metal wire netting. The metal wire netting is intended to hold the insulation in place should the insulation become wetted by the operation of the Model CC3 Sprinklers in the event of a fire. Concealed Space Area (CPVC Pipe) The area of the concealed space is not limited; however, for both Figure 2 and Figure 3, where CPVC pipe is being uti- lized, draft curtains or full height walls must be provided at 1000 ft² (93 m²) areas. In addition, the 5.6K sprinkler is UL Listed for a 2000 ft² (186 m²) draft curtain area for solid wood open truss construction on edge or on face. This draft curtain shall be at least 1/3 the depth of the concealed space or 8 in. (200 mm), whichever is greater, and be constructed using a material that will not allow heat to escape through or above the draft curtain. For information about antifreeze com- patibility and approved configurations, see the Technical Data section. Concealed Space Size (CPVC Pipe) The depth of the concealed space is 60 in. (1524 mm) maximum to 6 in. (152 mm) minimum. System Type (CPVC Pipe) Light hazard, wet pipe system Maximum Distance Between Model CC3 Sprinklers (CPVC Pipe) TY2199 4.2K . . . . . . . . . . . . . . 14 ft (4,3 m) TY3199 5.6K . . . . . . . . . . . . . . 16 ft (4,9 m) Maximum Coverage Area (CPVC Pipe) TY2199 4.2K . . . . . . . . . . . 196 ft² (18,2 m²) TY3199 5.6K . . . . . . . . . . .256 ft² (23,8 m²) Minimum Distance Between Model CC3 Sprinklers (CPVC Pipe) Minimum sprinkler spacing is 7 ft (2,1 m) NOTE: Minimum spacing does not apply to any additional sprinklers required for protection of CPVC pipe that is offset over an obstruction. Deflector Position (CPVC Pipe) • 1-1/2 in. to 4 in. (40 to 100 mm) below upper deck for wood truss construc- tion or bar joist construction. See Figure 2. • 1-1/2 in. to 4 in. (40 to 100 mm) below solid wood or composite wood joists. See Figure 3. Minimum Distance Away From Trusses (CPVC Pipe) 4-1/2 in. (114 mm) Remote Area (CPVC Pipe) The remote area is 1000 ft² (93 m²) NOTE: The remote area does not include any additional sprinklers required for protection of CPVC pipe that is offset over an obstruction. Required Minimum Density (CPVC Pipe) 0.10 gpm/ft² (4,1 mm/min) Minimum Operating Pressure (CPVC Pipe) 7 psi (0,48 bar) Obstructions (CPVC Pipe) See Figure 8 in this data sheet for obstructions rules. Use of UL Listed BLAZEMASTER CPVC Pipe with Model CC3 Sprinklers BLAZEMASTER CPVC product may be used in concealed spaces requir- ing automatic sprinklers, when used in conjunction with Model CC3 Sprin- klers. In order to use the BLAZEMAS- TER CPVC product for wood truss or bar joist construction, the horizon- tal run of pipe must be a maximum of 6 in. (150 mm) above the ceiling or noncombustible ceiling insulation, or 1/3 the depth of concealed space (as measured from the top surface of the ceiling to the bottom of the deck above), whichever is smaller, see Figure 2. For insulation-filled solid wood or composite wood joist construction, the horizontal run of pipe must be a maximum of 6 in. (150 mm) above ceiling or non-combustible ceiling insulation, or 1/3 the depth of con- cealed space (as measured from the top surface of the ceiling to the bottom surface of the joist insulation above), whichever is smaller, see Figure 3. The CPVC pipe can then be used to supply the Model CC3 Sprinklers, as well as the sprinklers below the ceiling. Unless modified by this technical data sheet, - - - - - - - 2 7 4 6 5 3 1 Frame Button Sealing Assembly Deector Bulb Compression Screw 2 1 3 4 Components: 5 6 WRENCH FLATS 7/16" (11,1 mm) NOMINAL MAKE-IN SPRINKLER FRAME ARMS 1-11/16" (42,9 mm) 2-1/4" (57,2 mm) 1/2" NPT 7 Ejection Spring FIGURE 1 MODEL CC3 SPRINKLER TFP633 Page 3 of 8 MODEL CC3 SPRINKLER 6" (152 mm) MINIMUM 60" (1524 mm) MAXIMUM 1-1/2" (40 mm) MINIMUM 4" (102 mm) MAXIMUM 6" (152 mm) MAXIMUM FOR CPVC PIPE FRAME ARMS OF SPRINKLER MUST BE INSTALLED IN-LINE WITH PIPE RUN WHEN OFFSETTING CPVC PIPE OVER AN OBSTRUCTION, A MODEL CC3 SPRINKLER MUST BE INSTALLED DIRECTLY ON THE CPVC PIPE OVER THE OBSTRUCTION 6" (152 mm) MAXIMUM ABOVE CEILING TO BOTTOM OF PIPE OR NON-COMBUSTIBLE CEILING INSULATION, OR 1/3 THE DEPTH OF CONCEALED SPACE (AS MEASURED FROM TOP SURFACE OF CEILING TO BOTTOM OF DECK ABOVE), WHICHEVER IS SMALLER BOTTOM OF PIPE TOP CHORD 4" (102 mm) OR LESS CEILING OBSTRUCTION UPPER DECK TOP OF CHORD 4-1/2" (114 mm) MINIMUM FROM FACE OF WOOD TRUSS OR TOP CHORD OF BAR JOIST MODEL CC3 SPRINKLER UPPER DECK NON-COMBUSTIBLE INSULATION 6" (152 mm) MINIMUM 60" (1524 mm) MAXIMUM 1-1/2" (40 mm) MINIMUM 4" (102 mm) MAXIMUM 6" (152 mm) MAXIMUM FOR CPVC PIPE COMPOSITE WOOD JOISTS SOLID WOOD JOISTS FRAME ARMS OF SPRINKLER MUST BE INSTALLED IN-LINE WITH PIPE RUN WHEN OFFSETTING CPVC PIPE OVER AN OBSTRUCTION, A MODEL CC3 SPRINKLER MUST BE INSTALLED DIRECTLY ON THE CPVC PIPE OVER THE OBSTRUCTION 6" (152 mm) MAXIMUM ABOVE CEILING TO BOTTOM OF PIPE OR NON-COMBUSTIBLE CEILING INSULATION, OR 1/3 THE DEPTH OF CONCEALED SPACE (AS MEASURED FROM TOP SURFACE OF CEILING TO BOTTOM SURFACE OF JOIST INSULATION ABOVE), WHICHEVER IS SMALLER BOTTOM OF PIPE TOP OF CHORD OBSTRUCTION CEILING 72" (1829 mm) MAXIMUM FIGURE 3 NON-COMBUSTIBLE INSULATION-FILLED UPPER DECK SOLID WOOD OR COMPOSITE WOOD JOIST CONSTRUCTION CROSS SECTION ELEVATION VIEW CPVC PIPE FIGURE 2 UNOBSTRUCTED WOOD TRUSS CONSTRUCTION OR UNOBSTRUCTED BAR JOIST CONSTRUCTION CROSS SECTION ELEVATION VIEW CPVC PIPE TFP633 Page 4 of 8 all other guidelines of the “BLAZEMAS- TER — Installation Instructions & Tech- nical Manual” must be met. When using 1 in. (DN25) or larger pipe, a hanger must be located at the truss nearest a sprig for purposes of restraint. If using 3/4 in. (DN19) piping, all sprigs over 12 inches (305 mm) must be laterally braced using methods described in the NFPA standards. Where the CPVC must be offset up and over an obstruction and the pipe exceeds the allowed horizontal posi- tioning requirements specified above as well as shown in Figure 2 and 3, additional Model CC3 Sprinklers are to be installed as shown in Figures 2 and 3 to protect the BLAZEMASTER CPVC product. A minimum lateral distance of 18 in. (460 mm) must be maintained between the CPVC pipe and heat pumps, fan motors, and heat lamps. Design Criteria, Steel Pipe Area of Use (Steel Pipe) Horizontal (slope not exceeding 2:12) combustible concealed spaces of: • Unobstructed wood truss construc- tion or unobstructed bar joist con- struction. See Figure 4. • Solid wood joist construction (see Figure 5) where the upper deck and ceiling joists may have a maximum depth of 12 inches (300 mm) and typical on center joist spacing of minimum 16 inches (400 mm). • Non-combustible insulation-filled solid wood joist or wood composite joist construction. See Figure 6. • Obstructed wood truss construction. See Figure 7. NOTE: In order to be considered “non- combustible insulation-filled solid wood joist or composite wood joist construction”, the insulation (includ- ing insulation provided with a combus- tible vapor barrier), must completely fill the pockets between the joists to the bottom of the joists, and the insulation must be secured in place with metal wire netting. The metal wire netting is intended to hold the insulation in place should the insulation become wetted by the operation of the Model CC3 Sprinklers in the event of a fire. Concealed Space Area (Steel Pipe) The area of the concealed space is not limited; however, • For unobstructed wood truss con- struction or concealed spaces of non-combustible, unobstructed bar joist construction (see Figure 4) draft curtains or full height walls must be provided at 1000 ft² (93 m²) areas. In addition, the 5.6K sprinkler is UL Listed for a 2000 ft² (186 m²) draft curtain area for solid wood open truss construction on edge or on face. This draft curtain shall be at least 1/3 the depth of the concealed space or 8 in. (200 mm), whichever is greater, and be constructed using a mate-rial that will not allow heat to escape through or above the draft curtain. • For solid wood joist construction (see Figure 5) and obstructed wood truss construction (see Figure 7): Blocking must be provided in each upper deck and ceiling joist channel at a maximum 32 ft (9,75 m) inter- vals. This blocking shall be installed to the full depth of the joists and be installed so as to not allow heat to escape through or above the block- ing. The blocking must be con- structed using a non-combustible material or the joist construction material. Draft curtains must protrude below the joist a minimum of 6 inches (150 mm) or 1/3 the depth of the con-cealed space, whichever is greater, and run parallel with the joist spaced at 31 ft (9,4 m) width maximum to limit the area to a maximum of 1000 ft² (93 m²). For information about antifreeze compatibility and approved constructions, see the Technical Data section. The draft curtains are to be con- structed using a material that will not allow heat to escape through or above the draft curtain. • For non-combustible, insulation-filled solid wood joist or composite wood joist construction (see Figure 6), the requirement for draft curtains and blocking does not apply. • For information about antifreeze compatibility and approved con- figurations, see the Technical Data section. Concealed Space Size (Steel Pipe) The minimum and maximum concealed space depth is as follows: For unobstructed wood truss construc- tion or concealed spaces of unob- structed bar joist construction (see Figure 4) the maximum depth of the concealed space is 60 in. (1524 mm) from bottom of upper deck to top of ceiling, and the minimum depth is 6 in. (152 mm) from the bottom of the upper chords to the top of the lower chords. For solid wood joist construction (see Figure 5) and solid wood or com- posite wood joist construction the maximum depth of the concealed space is 84 in. (2134 mm) from bottom of upper deck to top of ceiling, and the minimum depth is 6 in. (152 mm) from the bottom of the upper deck joists to the top of the ceiling joists. If joist con- struction is filled with non-combustible insulation the maximum height of the space is 84 in. (2134 mm). See Figure 6. For obstructed wood truss construc- tion (see Figure 7), the maximum depth of the concealed space is 84 in. (2134 mm) from bottom of upper deck to top of ceiling, and the minimum depth is 6 in. (152 mm) from the bottom of the upper chord to the top of the lower chord. System Type (Steel Pipe) Light hazard, wet or dry pipe system NOTES: Use of the 4.2K sprinklers in dry pipe systems is permitted by section 8.3.4.4 of NFPA 13 (2013 edition) where piping is corrosion resistant or internally galvanized. Maximum Distance Between Model CC3 Sprinklers (Steel Pipe) TY2199 4.2K . . . . . . . . . . . . . . 14 ft (4,3 m) TY3199 5.6K . . . . . . . . . . . . . . 16 ft (4,9 m) Maximum Coverage Area (Steel Pipe) TY2199 4.2K . . . . . . . . . . . 196 ft² (18,2 m²) TY3199 5.6K . . . . . . . . . . .256 ft² (23,8 m²) Minimum Distance Between Model CC3 Sprinklers (Steel Pipe) Minimum sprinkler spacing is 7 ft (2,1 m) Deflector Position (Steel Pipe) 1-1/2 in. to 4 in. (40 mm to 100 mm) below upper deck for wood truss con- struction or concealed spaces of non- combustible bar joist construction. See Figure 4. 1-1/2 in. to 2 in. (40 to 50 mm) below solid wood joist (see Figure 5) or top chord of a wood truss that has a depth greater than 4 in. See Figure 7. 1-1/2 in. to 4 in. (40 to 100 mm) below non-combustible insulation-filled solid wood joists or composite wood joists. See Figure 6. Remote Area (Steel Pipe) The remote area for wood truss con- struction or bar joist construction (see Figure 4), solid wood joist con- struction (see Figure 5), or obstructed wood truss construction (see Figure 7) is 1000 ft² (93 m²) for wet pipe or dry pipe systems. The remote area for non-combusti- ble insulation-filled solid wood joist or wood composite joist construction (see Figure 6) without draft curtains is to be calculated per the requirements of NFPA 13. TFP633 Page 5 of 8 MODEL CC3 SPRINKLER 60" (1524 mm) MAXIMUMFRAME ARMS OF SPRINKLER MUST BE INSTALLED IN-LINE WITH PIPE RUN 4-1/2" (114 mm) MINIMUM FROM FACE OF WOOD TRUSS OR TOP CHORD OF BAR JOIST TOP CHORD 4" (102 mm) OR LESS 6" (152 mm) MINIMUM 1-1/2" (40 mm) MINIMUM 4" (102 mm) MAXIMUM CEILING UPPER DECK FRAME ARMS OF SPRINKLER MUST BE INSTALLED IN-LINE WITH PIPE RUN UPPER DECK CEILING FRAMING 84" (2134 mm) MAXIMUM 2x FLOOR SOLID WOOD JOISTS 6" (152 mm) MINIMUM 60" (1524 mm) MAXIMUM MODEL CC3 SPRINKLER 1-1/2" (38 mm) MINIMUM 2" (51 mm) MAXIMUM CEILING FIGURE 4 UNOBSTRUCTED WOOD TRUSS CONSTRUCTION OR UNOBSTRUCTED BAR JOIST CONSTRUCTION CROSS SECTION ELEVATION VIEW STEEL PIPE FIGURE 5 SOLID WOOD JOIST CONSTRUCTION CROSS SECTION ELEVATION VIEW STEEL PIPE TFP633 Page 6 of 8 UPPER DECK MODEL CC3 SPRINKLER CEILING FRAMING 84" (2134 mm) MAXIMUM CEILING TOP CHORD GREATER THAN 4" (102 mm) IN DEPTH 6" (152 mm) MINIMUM 60" (1524 mm) MAXIMUM FRAME ARMS OF SPRINKLER MUST BE INSTALLED IN-LINE WITH PIPE RUN 1-1/2" (38 mm) MINIMUM 2" (51 mm) MAXIMUM 4" (102 mm) MAXIMUM FRAME ARMS OF SPRINKLER MUST BE INSTALLED IN-LINE WITH PIPE RUN UPPER DECK MODEL CC3 SPRINKLER CEILING FRAMING 2x FLOOR SOLID WOOD JOISTS NON-COMBUSTIBLE INSULATION COMPOSITE WOOD JOISTS 1-1/2" (38 mm) MINIMUM CEILING 6" (152 mm) MINIMUM 60" (1524 mm) MAXIMUM 84" (2134 mm) MAXIMUM FIGURE 6 NON-COMBUSTIBLE INSULATION-FILLED UPPER DECK SOLID WOOD OR COMPOSITE WOOD JOIST CONSTRUCTION CROSS SECTION ELEVATION VIEW STEEL PIPE FIGURE 7 OBSTRUCTED WOOD TRUSS CONSTRUCTION CROSS SECTION ELEVATION VIEW STEEL PIPE TFP633 Page 7 of 8 Required Minimum Density (Steel Pipe) 0.10 gpm/ft² (4,1 mm/min) Minimum Operating Pressure (Steel Pipe) 7 psi (0,48 bar) Obstructions (Steel Pipe) See Figure 8 in this data sheet for obstructions rules. Installation The Model CC3 Sprinklers must be installed in accordance with this section. General Instructions The Model CC3 Sprinklers are to be installed upright and with their frame arms (see Figure 1) in-line with the pipe run. See Figures 2 through 7, as applicable. 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 200°F (93°C) tempera- ture rating. A leak-tight 1/2 in. NPT sprinkler joint should be obtained with a torque of 7 to 14 lb-ft (9,5 to 19,0 N∙m). Higher levels of torque may distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. The Model CC3 Sprinklers must only be installed in the upright position with the deflector parallel to the upper deck. With pipe thread sealant applied to the pipe threads, use only the W-Type 6 (End A) Sprinkler Wrench (see Figure 9) for installation of the Model CC3 Sprin- klers by applying the wrench to the sprinkler wrench flats only. WRENCH RECESS (USE END "A" ONLY)0" 2-1/2" (63,5 mm) 3-1/2" (88,9 mm) 5-1/2" (139,7 mm) 7-1/2" (190,5 mm) 9-1/2" (241,3 mm) 12" (304,8 mm) 14" (355,6 mm) 16-1/2" (419,1 mm) (0 mm) Maximum Allowable Distance of Deector Above Bottom of Obstruction (B) Distance from Centerline of Sprinkler to Side of Obstruction (A) A3C or 3D A24" (609,6 mm) (Use dimension C or D, whichever is greater) <12" <(304,8 mm) 12" to <18" (304,8 mm to <457,2 mm) 18" to <24" (457,2 mm to <609,6 mm) 24" to <30" (609,6 mm to <762,0 mm) 30" to <36" (762,0 mm to <914,4 mm) 36" to <42" (914,4 mm to <1066,8 mm) 42" to <48" (1066,8 mm to <1219,2 mm) 48" to <54" (1219,2 mm to <1371,6 mm) 54" to <60" (1371,6 mm to <1524,0 mm) NOTE: WEB MEMBERS AND GUSSETS SHALL NOT BE CONSIDERED OBSTRUCTIONS PROVIDED THE MINIMUM 4-1/2 INCH LATERAL DISTANCE (FIG. 2) REQUIRED BY THE SPECIFIC APPLICATION LISTING IS MAINTAINED. OBSTRUCTION MODEL CC3 SPRINKLERC D A OBSTRUCTION UPPER DECK LOWER DECK A MODEL CC3 SPRINKLER MODEL CC3 SPRINKLER A UPPER DECK OR BOTTOM OF NON-COMUSTIBLE INSULATION B ELEVATION VIEW PLAN VIEW C D OBSTRUCTION FIGURE 9 W-TYPE 6 SPRINKLER WRENCH FIGURE 8 NFPA 13 OBSTRUCTION TO WATER DISTRIBUTION CRITERIA (REFERENCE) TFP633 Page 8 of 8 LFP is a registered trademark of Johnson Controls; NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registered trademarks of National Fire Protection Association; TEFLON is a registered trademark of DuPont; BLAZEMASTER is a registered trademark of The Lubrizol Corporation 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. Care and Maintenance The Model CC3 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, permission to shut down the affected fire protection systems must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Sprinklers that 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 re placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. See the Installation 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 ASSOCIATION, for example, NFPA 25, in addition to the standards of any other authorities having jurisdiction. Contact the installing contractor or product manufacturer with any questions. It is recommended that automatic sprinkler systems 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: SIN (specify), K-factor (specify), Model CC3 Combustible Concealed Space Sprinkler, Specific Application, Upright, 200°F (93°C), P/N (specify): TY2199, 4.2K .................51-311-1-200 TY3199, 5.6K .................51-301-1-200 Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Pipe Clamps Pipe Clamps All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 93 B-Line series Pipe Hangers & SupportsEaton Armafix®†IPH Series Inserts Only - Inserts with Clamps • Engineered load-bearing inserts prevents insulation compression • Innovative insulated pipe support • Desirable “Foam-to-Foam” Bond • Slip Data: 45 lbs. (0.20 kN)max • Recommended Clamp Torque: 12-15 in-lbs. (1.3-1.7 Nm) • Service Temperature Range -58°F (-50°C)to +220°F (+105°C) Insert Only Assembly Insert & Clamp IPH18230 ARMAFLEX®†Insulation Tape • 30 ft. (9.14 M)roll 1/2” Wall Insulation Thickness * Recommended pipe hanger size for insulation thickness shown. (Order hanger separately) 1” Wall Insulation Thickness * Recommended pipe hanger size for insulation thickness shown. (Order hanger separately) †Armafix®and Armaflex®is a registered trademark of Armacell. Assembly Insert Only Pipe/Copper/OD Hanger Part No. Part No. Size Size* IPH03812 IPH03812WO 3/8” O.D. 1 1/4” IPH01212 IPH01212WO 1/2” O.D. 1 1/4” IPH05812 IPH05812WO 5/8” O.D. 1 1/2” IPH07812 IPH07812WO 3/4” O.D. & 7/8” O.D. 2” IPH11812 IPH11812WO 3/4” IPS & 11/8” O.D.2” IPH13812 IPH13812WO 13/8” O.D. 2 1/2” IPH15812 IPH15812WO 15/8” O.D. 2 1/2” IPH11012 IPH11012WO 11/2” IPS & 17/8” O.D.3” IPH21812 IPH21812WO 21/8” O.D. 3” IPH25812 IPH25812WO 25/8” O.D. 3 1/2” IPH31812 IPH31812WO 31/8” O.D. 4” IPH35812 IPH35812WO 35/8” O.D. 5” IPH41812 IPH41812WO 41/8” O.D. 6” IPH40012 IPH40012WO 4” IPS 6” IPH50012 IPH50012WO 5” IPS 8” IPH60012 IPH60012WO 6” IPS 8” Assembly Insert Only Pipe/Copper/OD Hanger Part No. Part No. Size Size* IPH05810 IPH05810WO 5/8” O.D. 2 1/2” IPH07810 IPH07810WO 3/4” O.D. & 7/8” O.D. 3” IPH11810 IPH11810WO 3/4” IPS & 11/8” O.D. 3” IPH13810 IPH13810WO 13/8” O.D. 3 1/2” IPH15810 IPH15810WO 15/8” O.D. 3 1/2” IPH11010 IPH11010WO 11/2” IPS & 17/8” O.D. 4” IPH21810 IPH21810WO 21/8” O.D. 4” IPH25810 IPH25810WO 25/8” O.D. 5” IPH31810 IPH31810WO 31/8” O.D. 5” IPH35810 IPH35810WO 35/8” O.D. 6” IPH41810 IPH41810WO 41/8” O.D. 6” IPH40010 IPH40010WO 4” IPS 8” IPH50010 IPH50010WO 5” IPS 8” IPH60010 IPH60010WO 6” IPS 10” IPH80010 IPH80010WO 8” IPS 12” 3/4” Wall Insulation Thickness * Recommended pipe hanger size for insulation thickness shown. (Order hanger separately) Assembly Insert Only Pipe/Copper/OD Hanger Part No. Part No. Size Size* IPH03834 IPH03834WO 3/8” O.D. 2” IPH01234 IPH01234WO 1/2” O.D. 2” IPH05834 IPH05834WO 5/8” O.D. 2” IPH07834 IPH07834WO 3/4” O.D. & 7/8” O.D. 2 1/2” IPH11834 IPH11834WO 3/4” IPS & 11/8” O.D.21/2” IPH13834 IPH13834WO 13/8” O.D. 3” IPH15834 IPH15834WO 15/8” O.D. 3 1/2” IPH11034 IPH11034WO 11/2” IPS & 17/8” O.D.31/2” IPH21834 IPH21834WO 21/8” O.D. 4” IPH25834 IPH25834WO 25/8” O.D. 5” IPH31834 IPH31834WO 31/8” O.D. 5” IPH35834 IPH35834WO 35/8” O.D. 6” IPH41834 IPH41834WO 41/8” O.D. 6” IPH40034 IPH40034WO 4” IPS 6” IPH50034 IPH50034WO 5” IPS 8” IPH60034 IPH60034WO 6” IPS 10” IPH80034 IPH80034WO 8” IPS 12” PH-1.15 PROJECT INFORMATION APPROVAL STAMP Project:q Approved Address:q Approved as noted Contractor:q Not approved Engineer:Remarks: Submittal Date: Notes 1: Notes 2: CEILING PLATES AND FLANGES Fig. 128R Rod Threaded, Ceiling Flange Size Range: 3⁄8" and 1⁄2" Material: Malleable iron Finish: q Plain or q Zinc Plated (Hot-Dip Galvanized optional) Service: Recommended for attachment to wood beams or ceiling. Ordering: Specify rod size, figure number, name and finish. FIG. 128R: DIMENSIONS (IN) • LOAD (LBS) • WEIGHT (LBS) Rod Size A Max Load Weight Screws (not included) Quantity Size No. 3⁄8 180 0.16 2 121⁄2 A 21⁄4" 13⁄8" 35⁄16" 1⁄2" 3⁄16" Seismic BracingFig. 4L - Longitudinal In-Line Sway Brace Attachment Size Range:21/2" (65mm)through 8" (200mm)IPS. Material:Steel Function:For bracing pipe against sway and seismic disturbance. Approvals:Underwriters Laboratories Listed in the USA (UL)and Canada (cUL)21/2" (65mm)through 8" (200mm)pipe. For FM Approval information refer to page 51. Installation Instructions:Fig. 4L is the "braced pipe" attachment component of a longitudinal sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install:Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe" into jaw opening and tighten set bolt until head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish:Plain. Contact B-Line for alternative finishes and materials. Order By:Figure number, pipe size and finish.C A D Pipe Max. Rec. Load Approx. Part Size ACDBolt Size (cULuc)Wt./100 No.in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kN)lbs. (kg) 4L-21/2 21/2"(65)67/16"(163.5)21/2"(63.5)23/4"(69.8)1/2"-13 2015 (8.96)253 (114.7) 4L-3 3"(80)7"(177.8)23/4"(69.8)31/16"(77.8)1/2"-13 2015 (8.96)268 (121.5) 4L-4 4"(100)81/2"(215.9)33/8"(85.7)311/16"(93.7)1/2"-13 2015 (8.96)348 (157.8) 4L-5 5"(125)93/4"(247.6)37/8"(98.4)43/8"(111.1)1/2"-13 2015 (8.96)380 (172.3) 4L-6 6"(150)111/2"(292.1)5"(127.0)51/8"(130.2)1/2"-13 2015 (8.96)640 (290.3) 4L-8 8"(200)131/4"(336.5)55/8"(142.8)55/8"(142.9)1/2"-13 2015 (8.96)728 (330.2) Eaton’s B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line’s warranty for seismic bracing components will be the warranty provided in B-Line’s standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from B-Line’s warranty, Eaton’s B-line Business makes no warranty relating to B-Line’s seismic bracing components that are combined with products not provided by Eaton’s B-Line Business. Longitudinal Brace 4-Way Riser Brace (plan view) Set Bolt & Hardware Included All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Seismic Bracing Fire Protection Solutions50 PH-1.18 PROJECT INFORMATION APPROVAL STAMP Project:q Approved Address:q Approved as noted Contractor:q Not approved Engineer:Remarks: Submittal Date: Notes 1: Notes 2: RING HANGERS FIG. 69: DIMENSIONS (IN) • LOADS (LBS) • WEIGHT (LBS) Pipe Size Max Load Weight Rod Size A B C F G Width 1⁄2 300 0.10 3⁄8 27⁄8 2 19⁄16 5/8 3⁄4 0.10 23⁄4 17⁄8 15⁄16 1 0.10 29⁄16 111⁄16 1 11⁄4 0.10 25⁄8 13⁄4 7⁄811⁄2 0.10 23⁄4 17⁄8 2 0.11 31⁄4 23⁄8 11⁄8 21⁄2 525 0.20 4 23⁄4 15⁄16 3/4 3 0.20 313⁄16 215⁄16 13⁄16 4 650 0.30 411⁄16 313⁄16 19⁄165 1,000 0.54 1⁄2 55⁄16 43⁄8 6 0.65 611⁄16 59⁄16 21⁄4 8 1.00 89⁄16 79⁄16 31⁄4 Fig. 69 (Formerly Afcon Fig. 300) Adjustable Swivel Ring, Tapped Per NFPA Standards Size Range: 1⁄2" through 8" Material: Carbon steel Finish: Strap is Pre-Galvanized Zinc Material. Nut is Zinc Plated. Service: Recommended for suspension of non-insulated stationary pipe line. Maximum Temperature: 450° F Approvals: Complies with Federal Specification A-A-1192A (Type 10), WW-H-171-E (Type 10), and ANSI/MSS SP-58 (Type 10). UL Listed and FM Approved (Sizes 3⁄4" - 8"). Features: • 1/2" - 2" sizes designed for use with steel and CPVC piping and manufactured with FBC System Compatible oil. • Threads are countersunk so that they cannot become burred or damaged. • Knurled swivel nut provides vertical adjustment after piping is in place. • Captured swivel nut in the 1⁄2" through 6" sizes. The capture is permanent in the bottom portion of the band, allowing the hanger to be opened during installation if desired, but not allowing the nut to fall completely out. Ordering: Specify size, figure number and name. Non-captured nut also available upon request. 21/2" through 8" Size 1/2" through 2" Size Rounded Edge Design 21/2" through 8" pipe1/2" through 1" pipe 1 1/4" through 2" pipe B C F CL G A B C CL G A F A BCF CL G Seismic BracingSize Range:One size fits bracing pipe 1"(25mm)thru 2"(50mm), B-Line 12 gauge (2.6mm)channel, and all structural steel up to 1/4"(31.7mm)thick. Material:Steel Function:Multi-functional attachment to structure or braced pipe fitting. Features:This product’s design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation:Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or approved attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install:Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until the head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals:—Underwriters Laboratories Listed in the USA (UL)and Canada (cUL). For FM Approval information refer to page 67. Note:Fig. 980 Swivel Attachment and Fig. 1001, 1000, 2002, 4A or approved attachment to pipe that make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters Laboratories and the National Fire Protection Association (NFPA) Finish:Plain, Electro-Galvanized or Stainless Steel. Contact B-Line for alternative finishes. Order By:Figure number and finish. Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953,174, Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730, Pat. #7,669,806 Eaton’s B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line’s warranty for seismic bracing components will be the warranty provided in B-Line’s standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from B-Line’s warranty, Eaton’s B-line Business makes no warranty relating to B-Line’s seismic bracing components that are combined with products not provided by Eaton’s B-Line Business. Longitudinal Brace Lateral Brace Fig. 980 - Universal Swivel Sway Brace Attachment - 3/8” to 3/4” Part Mtg. Hdw.Mounting Hole Max. Design Approx. Number Size ABDLoad (cULus) Wt./100 in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kg) 980-3/8 3/8”(9.5)51/4”(133.3)17/8”(47.6)13/32”(10.3)2015 (8.96)149 (67.6) 980-1/2 *1/2”(12.7)51/4”(133.3)17/8”(47.6)17/32”(13.5)2015 (8.96)148 (67.1) 980-5/8 5/8”(15.9)51/4”(133.3)17/8”(47.6)11/16”(17.5)2015 (8.96)147 (66.7) 980-3/4 3/4”(19.0)51/4”(133.3)17/8”(47.6)13/16”(20.5)2015 (8.96)146 (66.2) * Standard size. B A Mounting Hardware Is Not Included Set Bolt Included Fig. 4L Fig. 980 D All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Seismic Bracing Fire Protection Solutions66 PROJECT INFORMATION APPROVAL STAMP Project:q Approved Address:q Approved as noted Contractor:q Not approved Engineer:Remarks: Submittal Date: Notes 1: Notes 2: SEISMIC BRACES PH-3.19 Notes: Anvil International® brand bracing components are designed to be compatible ONLY with other Anvil International® brand bracing components, resulting in a Listed seismic bracing assembly. Updated UL listing information may be viewed at www.ul.com and updated FM approval information may be viewed at www.approvalguide.com. Disclaimer: Anvil International (“Anvil”) does not provide any warranties and specifically disclaims any liability whatsoever with respect to Anvil bracing products and components that are used in combination with products, parts or systems not manufactured or sold by Anvil. In no event shall Anvil be liable for any incidental, direct, consequential, special or indirect damages or lost profits where non-Anvil bracing components have been, or are used. SeisBrace® Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com Fig. AF076 (Formerly Afcon Fig. 076) Sway Brace Swivel Attachment Size Range: Brace Pipe: 1" through 2", DN25 through DN50 Anchor Size: 1/2" Material: Ductile Iron Jaw with Carbon Steel Baseplate and Hardware Finish: q Plain or q Electro-Galvanized per ASTM B633 Service: A seismic swivel attachment designed to connect brace pipe to the building structure or to a seismic structural attachment. The Sway Brace Swivel Attachment rigidly braces piping systems subjected to lateral seismic loads. Approvals: cULus Listed (UL 203a) and FM Approved (FM 1950-10 & FM 1950- 13). Complies with the hanging and bracing requirements listed in NFPA 13. Features: • One universal jaw allows for attachment to multiple brace pipe sizes. • Field adjustable design requires no threading of the brace pipe. • Shear off set screw provides a visual indication that the desired torque value has been achieved. Installation Instructions: • Insert anchor through the mounting hole and into the structure or seismic structural attachment. • For connection to Fig. AF085, AF086, AF087, and AF779 seismic structural attachments, the bolt and nuts shall be installed wrench tight (typically finger tight plus 1/4 to 1/2 turns). • For connection to concrete, wood, timber, steel, and other structures, install fasteners per the fastener manufacturer’s installation instructions. • Insert Sch. 40 brace pipe into the brace jaw until the brace pipe bottoms out. • Torque shear off bolt until head shears off. • Check the cross bolt and nut and ensure the nut is wrench tight. • Fire Protection applications shall also be installed per the requirements of NFPA 13 and local codes. Ordering: Specify figure number, finish and description. SEISMIC BRACES PH-3.19 FIG. AF076: DIMENSIONS (IN) • WEIGHT (LBS) Fastener Size A B C D E L W Weight 1⁄2 1.00 1.83 1.25 1.38 3⁄4 23⁄8 21⁄8 1.68 C Shear Off Bolt FastenerHole W L E B A D Fig. AF076 (Formerly Afcon Fig. 076) Sway Brace Swivel Attachment (cont.) FIG. AF076 cULus MAX SEISMIC HORIZONTAL LOADS: DIMENSIONS (IN) • LOADS (LBS) Brace Pipe Size Fastener Size Max Seismic Brace Load Max Service Pipe Size 1 - 2 (DN25 - DN50)1/2 2765 10 NPS Brace Pipe Dimensions per ASTM A53 Sch. 40, ASTM A106 Sch. 40, or equivalent. DN Brace Pipe Dimensions per KS D 3562 Sch. 40 or equivalent. FIG. AF076 FM MAX SEISMIC HORIZONTAL ASD LOADS**: DIMENSIONS (IN) • LOADS (LBS) Brace Pipe Size Fastener Size Max Seismic Brace Load at Brace Pipe Angle* 30-44 45-59 60-74 75-90 1 - 2 (DN25 - DN50)1/2 1310 1810 2630 2930 NPS Brace Pipe Dimensions per ASTM A53 Sch. 40, ASTM A106 Sch. 40, or equivalent. DN Brace Pipe Dimensions per GB/T 3091, EN10255H, JIS G3454 Sch. 40, KS D 3562 Sch. 40, or equivalent. * Brace Pipe Angles are determined from vertical. **The allowable FM approved capacity of brace subassemblies are listed in Allowable Stress Design (ASD). For Load Resistance Factor Design (LRFD) capacities, the above values will need to be multiplied by 1.5. FIG. AF076 HORIZONTAL PRYING FACTORS (Pr) PER NFPA: ANGLES (DEG) Brace Orientation*A B C D E F G H I Brace Angle**30-44 45-59 60-90 30-44 45-59 60-90 30-44 45-59 60-90 Prying Factor (Pr)3.724 2.150 1.375 2.150 2.150 2.250 2.750 1.945 1.588 * Brace Orientation per NFPA 13-2016 Figure 9.3.5.12.1. ** Brace Pipe Angles are determined from vertical. PROJECT INFORMATION APPROVAL STAMP Project:q Approved Address:q Approved as noted Contractor:q Not approved Engineer:Remarks: Submittal Date: Notes 1: Notes 2: SEISMIC BRACES PH-3.19 Fig. AF775 (Formerly Anvil Fig. 775) Longitudinal & Lateral Seismic Clamp Size Range: Service Pipe: 2½” through 8”, DN65 through DN200 Brace Pipe: 1”, 1¼”, DN25 and DN32 Material: Carbon Steel Clamp and Ductile Iron Brace Socket Finish: q Plain or q Galvanized (Brace Socket Electro-Galvanized per ASTM B633 and Clamps Hot-Dip Galvanized per ASTM A153). Service: Designed to rigidly brace piping systems subjected to longitudinal and lateral seismic loads. May also be installed to brace piping systems subjected to vertical seismic loads. For vertical load capacities, reference OSHPD OPM-0351-13. Approvals: cULus Listed (UL 203a) and FM Approved (FM 1950-10 & FM 1950-13). OSHPD Pre-Approved (OPM-0351-13 and OPA-2804-10). Complies with the hanging and bracing requirements listed in NFPA 13. Features: For use in either longitudinal or lateral seismic brace applications. Installation Instructions: • Position the clamp at the desired location on the service pipe and hand tighten the hex bolts. Ensure the spacer and the brace socket attachment are positioned on the bolt between the pipe clamps ears. • Insert brace pipe into the socket until the brace pipe bottoms out. • Torque shear off bolt until the bolt head breaks off. • Ensure the brace pipe is set to the desired installation brace angle. • Tighten the clamp bolts and nuts equally and alternately until metal to metal contact is achieved with the proper torque value. • Fire Protection applications shall also be installed per the requirements of NFPA 13 and local codes. Ordering: Specify service pipe size, brace pipe size, figure number, finish and description. OPM-0351-13 Notes: Anvil International® brand bracing components are designed to be compatible ONLY with other Anvil International® brand bracing components, resulting in a Listed seismic bracing assembly. Updated UL listing information may be viewed at www.ul.com and updated FM approval information may be viewed at www.approvalguide.com. Disclaimer: Anvil International (“Anvil”) does not provide any warranties and specifically disclaims any liability whatsoever with respect to Anvil bracing products and components that are used in combination with products, parts or systems not manufactured or sold by Anvil. In no event shall Anvil be liable for any incidental, direct, consequential, special or indirect damages or lost profits where non-Anvil bracing components have been, or are used. SeisBrace® Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com FIG. AF775 cULus MAX SEISMIC LATERAL LOADS: DIMENSIONS (IN) • LOADS (LBS) Service Pipe Size Brace Pipe Size Max Seismic Brace Load Sch. 10 Sch. 40 21/2 – 4 (DN65 - DN100) 1 – 11/4 (DN25 - DN32) 1000 1000 5 – 6 (DN125 - DN150)1600 1600 8 (DN200)2015 2015 NPS Brace Pipe Dimensions per ASTM A53 Sch. 40, ASTM A106 Sch. 40, or equivalent. NPS Service Pipe Dimensions per ASTM A53, ASTM A106 or equivalent. DN Service Pipe Dimensions per KS D 3507/3537 or equivalent listed with Sch. 10 loads. DN Service Pipe Dimensions per KS D 3562 Sch. 40 or Equivalent listed with Sch. 40 loads. DN Brace Pipe Dimensions per KS D 3562 Sch. 40 or equivalent. Lateral BraceLongitudinal Brace Brace Pipe Fig. AF775 Service Pipe Brace Pipe Fig. AF775 Service Pipe Brace Pipe Fig. AF775 Service Pipe Brace Pipe Fig. AF775 Service Pipe SEISMIC BRACES PH-3.19 Fig. AF775 (Formerly Anvil Fig. 775) Longitudinal & Lateral Seismic Clamp (cont.) FIG. AF775 FM MAX SEISMIC LATERAL ASD LOADS***: DIMENSIONS (IN) • LOADS (LBS) • ANGLES (DEG) Service Pipe Size Pipe Schedules Brace Pipe Size Max Seismic Brace Load at Brace Pipe Angle** 30-44 45-59 60-74 75-90 21/2 LW* 1 - 11/4 (DN25 - DN32) 1570 2220 1690 1870 DN65 1570 2220 1690 1870 3 (DN80)1570 2220 1690 1870 4 (DN100)1520 1060 910 1000 DN125 1570 2220 1690 1870 5 1570 2220 1690 1870 DN150 1570 2220 910 1040 6 1570 2220 910 1040 21/2 Sch. 10 – Sch. 40 1370 2150 2390 2640 DN65 1370 2150 2390 2640 3 (DN80)1370 2150 2390 2640 4 (DN100)1280 1810 1680 1870 DN125 1370 2150 2390 2640 5 1370 2150 2390 2640 DN150 1520 2150 2570 2830 6 1520 2150 2570 2830 DN200 1570 2220 2720 3140 8 1570 2220 2720 3140 NPS Brace Pipe Dimensions per ASTM A53 Sch. 40, ASTM A106 Sch. 40, or equivalent. NPS Service Pipe Dimensions per ASTM A53, ASTM A106 or equivalent. DN Service Pipe Dimensions per EN 10220, GB/T 8163, or equivalent listed with LW loads. DN Service Pipe Dimensions per GB/T 3091, GB/T 3092, EN10255M, EN10255H, KS D 3507/3537, or equivalent listed with Sch. 10 loads. DN Service Pipe Dimensions per JIS G3452, KS D 3562 Sch. 40 or equivalent listed with Sch. 40 loads. DN Brace Pipe Dimensions per GB/T 3091, EN10255H, JIS G3454 Sch. 40, KS D 3562 Sch. 40, or equivalent. * Load rating for LW above refers to FM Approved Lightwall pipe, commonly referred to as Sch.7 and Flow Pipe. See FM Approval Guide for approved Lightwall pipe. ** Brace Pipe Angles are determined from vertical. *** The allowable FM approved capacity of brace subassemblies are listed in Allowable Stress Design (ASD). For Load Resistance Factor Design (LRFD) capacities, the above values will need to be multiplied by 1.5. FIG. AF775: WEIGHT (LBS) • DIMENSIONS (IN) • WEIGHT (LBS) • TORQUE (FT-LBS) Service Pipe Size A B C D 1" Brace D 11/4" Brace Socket Depth 1"/DN25 Brace Pipe Weight 11/4"/DN50 Brace Pipe Weight Installation Torque 21/2 6 23/8 3/8 27/8 3 13/8 2.19 2.54 80DN6561/8 21/2 2.25 2.60 3 (DN80)63/4 23/4 2.36 2.71 4 (DN100)81/2 31/2 2.62 2.97 100DN12591/2 4 3.74 4.09 5 91/2 4 3.74 4.09 DN150 113/8 47/8 7/8 6.32 6.67 1206111/2 47/8 6.32 6.67 DN200 135/8 6 7.42 7.77 1408133/4 6 7.42 7.77 A C D B BraceSocket Shear Off Bolt SUGGESTEDFLOW SWITCHES o 6201 2”For Steel Tube o 6202 2-1/2” For Steel Tube o 6203 3” For Steel Tube o 6204 3-1/2” For Steel Tube o 6205 4” For Steel Tube o 6206 5” For Steel Tube o 6207 6” For Steel Tube o 6208 8” For Steel Tube o 6211 2” For Copper Tube o 6212 2-1/2” For Copper Tube o 6216 Tee Type with Retard o 6217 Tee Type without Retard SUPERVISORY SWITCHES o 6220 For OS&Y Gate valves o 6222 For Sprinkler System Valves o 6223 For Post Indicator Type Valves & Regulating Valves ACCESSORIES o 6230 Bell o 12 Volts o 24 Volts o 6235 Bell Guard o 6240 Pressure Gauge (UL Listed) SPECIFICATIONS MODEL 6206 (Shown) Also in: New York (800) 526-4592 Chicago (800) 547-3473 Atlanta (800) 762-0542 Miami (866) 961-3473 Dallas (866) 644-3473 Headquarters: P.O. Box 3527 City of Industry, CA 91744 U.S.A. Los Angeles Area 800-366-3473 626-855-4890 www.potterroemer.com6201-6240 SERIES Date: 09/22/15 Call Potter Roemer - Fire Pro for current listings and approvals. Dimensions are subject to manufacturer’s tolerance and may change without notice. Potter Roemer- Fire Pro assumes no responsibility for use of void or superceded data. © Copyright Potter Roemer- Fire Pro, Member of Morris Group International ™ Please visit potterroemer.com for most current specifications. M e m b e r o f M o r r i s G r o u p I n t e r n a t i o n a l ™ FLOW SWITCH Red tamper proof switch housing with flow paddle. Adjustable pneumatic retard setting from 0 to 70 seconds. Two single pole, double throw microswitches to operate separate circuits, 120 Volt A.C. UL Listed for schedule 10 and 40 steel water pipe. Type and size as selected by model number. Model/Series No. 6201-6240 SERIES SPECIALTY ITEMS SPRINKLER AND STANDPIPE ACCESSORIES MODEL SELECTION “NO AVAILABLE OPTIONS” PRODUCT OPTIONS SUPERVISORY SWITCH MODEL 6220 SUPERVISORY SWITCH MODEL 6222 SUPERVISORY SWITCH MODEL 6223 Contact Ratings: 10A @ 125/250 VAC 2.5A @ 24 VDC Contact Ratings: 10A @ 125/250 VAC 2.5A @ 24 VDC BELL MODEL 6230 BELL GUARD MODEL 6235 PRESSURE GAUGE MODEL 6240 MODELS Model BFV-300/BFV-300C Butterfly Valve Grooved End Page 1 of 8 APRIL 2017 TFP1511 Worldwide Contacts www.tyco-fire.com Technical Data Approvals UL Listed FM Approved CE Certified VdS Approved Russian Fire Certificate CNPP R1 Listed – APSAD Listed by California State Fire Marshall Refer to Tables A, B and C for applicability. All laboratory listings and approvals are for indoor and outdoor use. Sizes 2 – 12 Inch (DN50 – DN300) UL/FM Maximum Working Pressure 2 – 8 Inch (DN50 – DN200) . . . . 300 psi (20,7 bar) 10 – 12 Inch (DN250 – DN300) . .175 psi (12,1 bar) VdS Maximum Working Pressure 2 – 8 Inch (DN50 – DN200) . . . . 300 psi (20,7 bar) 10 Inch (DN250) . . . . . . . . . . . 232 psi (16,0 bar) 12 Inch (DN300) . . . . . . . . . . . .175 psi (12,1 bar) Maximum Working Temperature 212°F (100°C) in accordance with UL 1091 Materials of Construction Body . . . . . . . . . . . . . . . . . . . . . . . . . Ductile Iron Body Coating . . . . . . . . . . . RILSAN PA11 Black Disc . . . . . . . . . . . . . . . . . . . . . . . . . . Ductile Iron Disc Seal ...............EPDM Encapsulated Upper & Lower Stem . . . . . . . . . . Stainless Steel Handwheel . . . . . . . . . . . . . . . . . . . . Ductile Iron (BFV-300 red painted; BFV-300C black painted) Actuator, 2 – 6 Inch (DN50 – DN150): • IP 65, bronze traveling nut gearbox, ductile iron housing Actuator, 8 – 12 Inch (DN200 – DN300): • IP 65, brass segmented gearbox, ductile iron housing Silicone Free Model Availability Silicone free models are available. Contact Tyco sales for information. Tapping Bosses Two factory-plugged NPT threaded tapping bosses in the valve body are located on the up- and downstream sides of the disc for connection to valve trim. Tapping boss sizes: 2 – 3 inch (DN50 – DN80) .............3/8 NPT 4 – 12 inch (DN100 – DN300) ..........1/2 NPT Control Valve Seat Leakage Class IEC 60534-4 CLASS VI (Type C) Control Valve Seat Leakage according to ANSI/FCI 70-2-2006 (ASME B16.104) General Description The TYCO Models BFV-300 and BFV- 300C Grooved End Butterfly Valves are indicating type valves designed for use in fire protection systems where a visual indication of open or closed valve condition is required. They are used, for example, as system, sec- tional and pump water control valves. They have grooved inlet and outlet con- nections that are suitable for use with grooved end pipe couplings listed or approved for fire protection systems. For applications requiring supervi- sion of the open or closed state of the valve, the Gear Operators for the Model BFV-300/BFV-300C Butterfly Valves feature two sets of factory installed internal switches each having SPDT contacts (Ref. Figure 3). The super- visory switches transfer their electri- cal contacts when there is movement from the open or closed disc position during the first two revolutions of the handwheel. NOTICE The Model BFV-300/BFV-300C Grooved End Butterfly Valves described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the perfor- mance 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. MODEL BFV-300 WITH OPEN SUPERVISORY SWITCHES MODEL BFV-300C WITH CLOSED SUPERVISORY SWITCHES TFP1511 Page 2 of 8 Nominal Valve Size Inches (DN) Pipe OD Inches (mm) Nominal Dimensions Inches (mm)Weight Lbs. (kg)A B C D E F G H J 2 (DN50)2.37 (60,3)3.8 (96,4)10.63 (270)2.85 (72,5)4.90 (124,5)4.92 (125)4.28 (108,6)1.99 (50,5)0 0 10.8 (4,9) 2-1/2 (DN65) 2.88 (73,0) 3.8 (96,4) 11.72 (297,8) 3.35 (85) 5.5 (139,8) 4.92 (125) 4.28 (108,6) 1.99 (50,5)0 0 13.0 (5,9) — (DN65)3 76,1 3.8 (96,4)11.72 (297,8)3.35 (85)5.5 (139,8)4.92 (125)4.28 (108,6 1.99 (50,5)0 0 13.0 (5,9) 3 (DN80) 3.5 (88,9) 3.8 (96,4) 12.22 (310,3) 3.58 (91) 5.76 (146,3) 4.92 (125) 4.28 (108,6) 1.99 (50,5)0 0 13.9 (6,3) 4 (DN100)4.5 (114,3)4.54 (115,4)13.92 (353,5)4.29 (109)6.75 (171,5)4.92 (125)4.28 (108,6)1.99 (50,5)0 0 17.64 (8,0) — (DN125) 5.5 (139,7) 5.83 (148) 16 (406,6) 5.16 (131) 7.93 (201,5) 5.91 (150) 5.79 (147) 2.32 (58,9)0 0 26.4 (11,9) 5 (DN125)5.56 (141,3)5.83 (148)16 (406,6)5.16 (131)7.93 (201,5)5.91 (150)5.79 (147)2.32 (58,9)0 0 26.4 (11,9) — DN150 6.5 165,1 5.83 (148) 17.07 (433,6) 5.71 (145) 8.44 (214,5) 5.91 (150) 5.79 (147) 2.32 (58,9)0 0 30,42 (13,8) 6 (DN150)6.63 (168,3)5.83 (148)17.07 (433,6)5.71 (145)8.44 (214,5)5.91 (150)5.79 (147)2.32 (58,9)0 0 30,42 (13,8) 8 (DN200) 8.63 (219,1) 5.24 (133) 19.67 (499,5) 6.69 (170) 9.29 (236) 8.86 (225) 8.19 (208) 2.76 (70) 5.66 (143,7) 1.24 (31,4) 47.18 (21,4) 10 (DN250)10.75 (273)6.26 (159)22.46 (570,5)7.68 (195)11.1 (282)11.14 (283)8.19 (208)2.91 (74)7.21 (183,1)1.65 (41,8)73.41 (33,3) 12 (DN300) 12.75 (323,9) 6.5 (165) 25.39 (645) 9.5 (241,5) 12.2 (310) 11.14 (283) 8.19 (208) 2.91 (74) 9.96 (252,9) 2.7 (68,5) 89.29 (40,5) E A J TRAVELLING NUT GEAR OPERATOR 2 TO 4 INCH (DN50 TO DN100) VALVE SIZES DISCH ELECTRICAL CONNECTOR TAPPING BOSSES TRAVELLING NUT GEAR OPERATOR 5 TO 6 INCH (DN125 TO DN150) VALVE SIZES HANDWHEEL G BODY B INDICATOR FLAG (VALVE OPEN) F C D INDICATOR FLAG (VALVE CLOSED) HANDWHEEL TAPPING BOSSES TAPPING BOSSES SEGMENTED GEAR OPERATOR 8 TO 12 INCH (DN200 TO DN300) VALVE SIZES HANDWHEEL FIGURE 1 MODEL BFV-300/BFV-300C GROOVED END BUTTERFLY VALVE NOMINAL DIMENSIONS TFP1511 Page 3 of 8 BFV-300 Normally Open Valve Supervisory Switch Arrangement BFV-300C Normally Closed Valve Supervisory Switch Arrangement No.Part Material Qty. 01 Body ASTM A-536 1 02 Upper Stem AISI 410 1 03 Lower Stem AISI 410 1 04 Disc EPDM 1 05 O-Ring (P12)EPDM 4 06 Oiless B/R (MB1410)—4 07 End Cap 2-1/2 – 4 Inch EPDM 1 08 Gear Box ASTM A-536 1 09 Traveling Nut 2 – 6 Inch Bronze 1 Segment Gear 8 – 12 Inch C3604BD 1 10 Bushing (2)FD-0205-45 1 11 Cover ASTM A-619 1 12 Bushing Fe 1 13 Headless Wrench Bolt M5 x 7L ASTM A-307 1 14 Stem Housing Fe 1 No.Part Material Qty. 30 Bolt (Round)ASTM A-167 3 31 Plate Washer ASTM A-167 4 32 Switch Assembly —1 33 T/R Bolt ASTM A-307 2 34 Tapping Screw ST3.5 x 7.5 S10C 1 35 Tooth Washer 4#S10C 1 36 Lever ASTM A-619 1 37 Connector —1 38 Sticker —1 39 Sticker —1 40 Spring Pin Ø3 x 0.6T x 25 ASTM A-228 1 41 Headless Plug 3/8 NPT 2 – 3 Inch ASTM A-307 2 Headless Plug 1/2 NPT 4 – 12 Inch No.Part Material Qty. 15 Spring Pin ASTM A-228 1 16 Indicator ASTM A-619 1 17 O-Ring NBR 1 18 Cover Gasket Paper 1 19 Spring Pin Ø5 x 1T x 25 ASTM A-228 1 20 O-Ring (P10)EPDM 1 21 Worm Shaft AISI 410 1 22 Bushing (1)FD-0205-45 1 23 Collar FD-0205-45 1 24 Spring Washer ASTM A-167 4 25 Hex Bolt M8 x 20L ASTM A-167 2 26 Hex Bolt M8 x 25L ASTM A-167 2 27 Gasket Paper 1 28 Spring Pin Ø4 x 0.8t x 25 ASTM A-228 1 29 Handwheel ASTM A-536 1 26 25 15 27 13 16 30 32 06 23 25 01 04 24 22 21 29 20 28 17 1440 37 19, 35 36 34 31 38, 39 18 11 10 09 05 03 41 02 08 07 30 33 12 38, 39 28 25 21 22 29 23 24 04 01 06 34 19, 40 1720 36 35 30 37 33 30 32 31 18 08 05 09 11 10 03 07 41 02 1214 16 13 15 27 26 25 FIGURE 2 MODEL BFV-300/BFV-300C GROOVED END BUTTERFLY VALVE ASSEMBLY TFP1511 Page 4 of 8 12 INCH (DN300)10 INCH (DN250)8 INCH (DN200)6 INCH (DN150)5 INCH (DN125)4 INCH (DN100)3 INCH (DN80)2-1/2 INCH (DN65)2 INCH (DN50)1.0 0.3 0.4 0.7 0.6 0.5 0.9 0.8 2.0 2.0 5.0 4.0 7.0 6.0 8.0 9.0 6050 80 100 200 400020001000800600400 6000 200 400020001000600400 20000100006000 0,10 0,03 0,04 0,07 0,06 0,05 0,09 0,08 0,20 0,30 0,50 0,40 0,60 NOMINAL PRESSURE DROPIN POUNDS PER SQUARE INCH (PSI)NOMINAL PRESSURE DROP IN BAR(1 PSI = 0,06895 BAR)FLOW RATE IN GALLONS PER MINUTE (GPM) FLOW RATE IN LITERS PER MINUTE (LPM) (1 GPM = 3,785 LPM) CONTACT RATINGS: 16A 125V/250 VAC 5A 24VDC SWITCH S-1, 2 LEADS PER CONTACT SWITCH S-2, 1 LEAD PER CONTACT FIRE ALARM CONTROL PANEL SUPERVISORY CIRCUIT VOLTAGE SOURCE AUX. DEVICE (BELL OR HORN) END OF LINE RESISTOR OR NEXT DEVICE MODEL BFV-300/BFV-300C GEAR OPERATOR OPERATOR CASE GROUND COMMON (BLACK) S-2 COMMON (WHITE) YELLOW RED S-1 BLUE ORANGE GREEN COMMON (WHITE) RED YELLOW FIGURE 3 MODEL BFV-300 BUTTERFLY VALVE OPEN POSITION — SUPERVISORY SWITCH OPEN POSITION MODEL BFV-300C BUTTERFLY VALVE CLOSED POSITION — SUPERVISORY SWITCH CLOSED POSITION INTERNAL SWITCH WIRING DIAGRAM GRAPH A MODEL BFV-300/BFV-300C GROOVED END BUTTERFLY VALVE NOMINAL PRESSURE DROP VERSUS FLOW TFP1511 Page 5 of 8 Nominal Valve Size Inches (DN) Pipe O.D. Inches (mm) Max. PSI (bar) Part Number Agency Listing/Approval BFV-300 Supv. Switch OPEN BFV-300C Supv. Switch CLOSED CE UL FM VdS CA Fire Marshall CNPP PAVUS Russian Fire Cert. 2 (DN50)2.38 (60,3)300 (20,7)59300G020WS 59300G020WSC ✓✓✓✓✓ 2-1/2 (DN65) 2.88 (73,0) 300 (20,7)59300G025WS 59300G025WSC ✓✓✓✓✓✓✓ — DN65 3 76,1 300 (20,7)59300G026WS 59300G026WSC ✓✓✓✓✓✓ 3 (DN80) 3,5 (88,9) 300 (20,7)59300G030WS 59300G030WSC ✓✓✓✓✓✓✓ 4 (DN100)4.5 (114,3)300 (20,7)59300G040WS 59300G040WSC ✓✓✓✓✓✓✓ — DN125 5.5 (139,7) 300 (20,7)59300G056WS 59300G056WSC ✓✓✓✓✓✓ 5 (DN125)5.56 (141,3)300 (20,7)59300G050WS 59300G050WSC ✓✓✓✓✓✓✓ — DN150 6.5 (165,1) 300 (20,7)59300G066WS 59300G066WSC ✓✓✓✓✓✓ 6 (DN150)6.63 (168,3)300 (20,7)59300G060WS 59300G060WSC ✓✓✓✓✓✓✓ 8 (DN200) 8.63 (219,1) 300 (20,7)59300G080WS 59300G080WSC ✓✓✓✓✓✓✓ 10 (DN250)10.75 (273)175 (12,1)59300G100WS 59300G100WSC ✓✓✓✓✓✓✓ 12 (DN300) 12.75 323,9 175 (12,1)59300G120WS 59300G120WSC ✓✓✓✓✓ Nominal Valve Size Inches (DN) Pipe O.D. Inches (mm) Max. PSI (bar) Part Number Agency Listing/Approval BFV-300 Supv. Switch OPEN BFV-300C Supv. Switch CLOSED CE VdS CNPP 2 (DN50)2.38 (60,3)300 (20,7)59300G020AWS 59300G020AWSC ✓✓✓ 2-1/2 (DN65) 2.88 (73,0) 300 (20,7)59300G025AWS 59300G025AWSC ✓✓✓ — DN65 3 76,1 300 (20,7)59300G026AWS 59300G026AWSC ✓✓✓ 3 (DN80) 3,5 (88,9) 300 (20,7)59300G030AWS 59300G030AWSC ✓✓✓ 4 (DN100)4.5 (114,3)300 (20,7)59300G040AWS 59300G040AWSC ✓✓✓ — DN125 5.5 (139,7) 300 (20,7)59300G056AWS 59300G056AWSC ✓✓✓ 5 (DN125)5.56 (141,3)300 (20,7)59300G050AWS 59300G050AWSC ✓✓✓ — DN150 6.5 (165,1) 300 (20,7)59300G066AWS 59300G066AWSC ✓✓✓ 6 (DN150)6.63 (168,3)300 (20,7)59300G060AWS 59300G060AWSC ✓✓✓ 8 (DN200) 8.63 (219,1) 300 (20,7)59300G080AWS 59300G080AWSC ✓✓✓ 10 (DN250)10.75 (273)175 (12,1)59300G100AWS 59300G100AWSC ✓✓✓ 12 (DN300) 12.75 323,9 175 (12,1)59300G120AWS 59300G120AWSC ✓✓✓ TABLE A MODEL BFV-300/BFV-300C GROOVED END BUTTERFLY VALVE WITH INTERNAL SUPERVISORY SWITCHES PART NUMBER SELECTION AND AGENCY LISTINGS/APPROVALS TABLE B MODEL BFV-300/BFV-300C GROOVED END BUTTERFLY VALVE WITH CNPP-APSAD LARGE 100 X 100 MM FLAG AND INTERNAL SUPERVISORY SWITCHES PART NUMBER SELECTION AND AGENCY LISTINGS/APPROVALS TFP1511 Page 6 of 8 Nominal Valve Size Inches (DN) Pipe O.D. Inches (mm) Max. PSI (bar) Part Number Agency Listing/Approval CE UL FM VdS CA Fire Marshall CNPP PAVUS Russian Fire Cert. 2 (DN50)2.38 (60,3)300 (20,7)59300G020NS ✓✓✓✓✓ 2-1/2 (DN65) 2.88 (73,0) 300 (20,7)59300G025NS ✓✓✓✓✓✓✓ — DN65 3 76,1 300 (20,7)59300G026NS ✓✓✓✓✓✓ 3 (DN80) 3,5 (88,9) 300 (20,7)59300G030NS ✓✓✓✓✓✓✓ 4 (DN100)4.5 (114,3)300 (20,7)59300G040NS ✓✓✓✓✓✓✓ — DN125 5.5 (139,7) 300 (20,7)59300G056NS ✓✓✓✓✓✓ 5 (DN125)5.56 (141,3)300 (20,7)59300G050NS ✓✓✓✓✓✓✓ — DN150 6.5 (165,1) 300 (20,7)59300G066NS ✓✓✓✓✓✓ 6 (DN150)6.63 (168,3)300 (20,7)59300G060NS ✓✓✓✓✓✓✓ 8 (DN200) 8.63 (219,1) 300 (20,7)59300G080NS ✓✓✓✓✓✓✓ 10 (DN250)10.75 (273)175 (12,1)59300G100NS ✓✓✓✓✓✓✓ 12 (DN300) 12.75 323,9 175 (12,1)59300G120NS ✓✓✓✓✓ Nominal Valve Size Inches (DN) Gear Operator Type Part Number Mounting Bracket with Mounting Bolts Bernstein i88-IP65 Regular Switch Bernstein i88-IP65 LED Switch 24V Bernstein GC-SU1Z Ex IP-66/67 ATEX (Ex II2G Ex dIIC T6 Gb) Switch 2 – 4 (DN50 – DN100)Travelling Nut 59300SPBRACKET10 59300SPSW 59300SPSWLED 59300SPSWATEX 5 – 6 (DN125 – DN200)59300SPBRACKET20 8 (DN200)Segmented Gear 59300SPBRACKET25 10 – 12 (DN250 – DN300)59300SPBRACKET30 Notes: 1. Install a single switch in either bracket mounting position to monitor Open or Closed valve condition TABLE C MODEL BFV-300 GROOVED END BUTTERFLY VALVE WITHOUT INTERNAL SUPERVISORY SWITCHES PART NUMBER SELECTION AND AGENCY LISTINGS/APPROVALS TABLE D MODEL BFV-300 GROOVED END BUTTERFLY VALVE WITHOUT INTERNAL SUPERVISORY SWITCHES ACCESSORY EXTERNAL SUPERVISORY SWITCHES AND MOUNTING BRACKETS PART NUMBER SELECTION Bernstein Switch Wiring Diagram TFP1511 Page 7 of 8 Installation The Model BFV-300/BFV-300C Grooved End Butterfly Valves may be installed with flow in either direction and can be positioned either horizon- tally or vertically. The grooved end pipe couplings used with the Model BFV-300/BFV- 300C must be listed or approved for fire protection service and installed in accordance with the manufacturers instructions. The Model BFV-300/BFV-300C But- terfly Valve may be installed with any schedule of pressure class of pipe or tubing that is listed or approved for fire protection. Conduit and electrical connections are to be made in accordance with the authority having jurisdiction and/ or the National Electrical Code. With reference to Figure 3, the supervisory switch is intended for connection to the supervisory circuit of a fire alarm control panel in accordance with NFPA 72. The auxiliary switch is intended for the unsupervised connection to aux- iliary equipment in accordance with NFPA 70, National Electric Code. NOTE: For outdoor applications with internal supervisory switches, it is rec- ommended that wiring connections be made at a temperature above 15°F (-9°C), in order to insure sufficient flex- ibility of the wire lead insulation. Care and Maintenance Before closing a fire protection system control valve for maintenance or inspection work on either the valve or fire protection system which it con- trols, permission to shut down the affected fire protection systems must be obtained from the proper authorities and all personnel who may be affected by this decision must be notified. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable stan- dards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. Contact the installing con- tractor or product manufacturer with any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified inspec- tion service. 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). Butterfly Valves Model BFV-300 with Internal Open Supervisory Switches Specify: (specify size) Model BFV-300 Grooved End Butterfly Valve, Inter- nal Open Supervisory Switches, P/N (specify per Table A) Model BFV-300C with Internal Closed Supervisory Switches Specify: (specify size) Model BFV- 300C Grooved End Butterfly Valve, Internal Closed Supervisory Switches, P/N (specify per Table A) Model BFV-300 with Internal Open Supervisory Switches, APSAD Approved Specify: (specify size) Model BFV-300 Grooved End Butterfly Valve, Internal Open Supervisory Switches, APSAD Approved, P/N (specify per Table B) Model BFV-300C with Internal Closed Supervisory Switches, APSAD Approved Specify: (specify size) Model BFV-300C Grooved End Butter- fly Valve, Internal Closed Supervi- sory Switches, APSAD Approved, P/N (specify per Table B) Model BFV-300 without Internal Supervisory Switches Specify: (specify size) Model BFV-300 Grooved End Butterfly Valve, P/N (specify per Table C) Accessories External Supervisory Switch and Mounting Bracket Note: Accessory external supervi- sory switches and mounting brackets are applicable only to valves without factory-installed internal supervisory switches. Refer to Table D for switch models and part numbers. Specify: (specify size) Model BFV-300 Grooved End Butterfly Valve Exter- nal Switch Mounting Bracket, P/N (specify), with (specify quantity) Bern- stein External Switch (specify model), P/N (specify) Replacement Parts Note: Only items described in this section are offered as replacement parts. Handwheel Replacement handwheel includes pin. Refer to Table E for part numbers. Model BFV-300, Red Painted Specify: Handwheel, (specify size) Model BFV-300 Grooved End Butter- fly Valve, P/N (specify) Model BFV-300C, Black Painted Specify: Handwheel, (specify size) Model BFV-300C Grooved End But- terfly Valve, P/N (specify) Nominal Valve Size Inches (DN) Part Number BFV-300, Red Painted BFV-300C, Black Painted 2 – 4 (DN50 – DN100)59300SPHWHEEL10 59300SPHWHEEL10B 5 – 8 (DN125 – DN200)59300SPHWHEEL20 59300SPHWHEEL20B 10 – 12 (DN250 – DN300)59300SPHWHEEL30 59300SPHWHEEL30B TABLE E BFV-300/BFV-300C GROOVED END BUTTERFLY VALVE REPLACEMENT HANDWHEEL PART NUMBER SELECTION GLOBAL HEADQUARTERS | 1400 Pennbrook Parkway, Lansdale, PA 19446 | Telephone +1-215-362-0700 TFP1511 Page 8 of 8 Copyright © 2017 Tyco Fire Products, LP. All rights reserved. RILSAN is a registered trademark of Arkema, Inc G-03 Z05 G-03-1/3 Rev.M 20160310 MODEL Z05 RIGID COUPLING - Angle-Pad Design - The Shurjoint Model Z05 is an angle-pad design rigid coupling for moderate pressure piping services including fire mains, long straight runs and valve connections. The angle- pad design allows the coupling housings to slide along the bolt pads when tightened. The result is an offset clamping action which provides a rigid joint which resists so called snaking of a long straight run. Support and hanging requirements correspond to ANSI B31.1, B31.9 and NFPA 13. With the removal of only one bolt you can make a fast and easy "swing-over” installation. The Shurjoint Model Z05 is available with a standard “C” shaped or GapSeal gasket in a variety grades to meet your specific service requirements. Z05 couplings should always be installed so that the coupling bolt pads make metal to metal contact. For Fire Protection pressure rating, listing, and approval information, refer to Data Sheet B-42 or visit SHURJOINT website, www.shurjoint.com for details or contact your SHURJOINT Representative. Model Z05 Rigid Coupling Nominal Size Pipe O.D. Max. Working Pressure (CWP)* Max End Load (CWP) Axial Displacement † Dimension Bolt A B C No. Size Weight in in PSI Lbs in in in in in Lbs mm mm Bar kN mm mm mm mm mm Kgs 1¼ 1.660 500 1080 0 ~ 0.05 2.60 4.00 1.81 2 ⅜ x 2⅛ 1.41 32 42.2 35 4.89 0 ~ 1.2 66 102 46 M10 x 55 0.64 1½ 1.900 500 1410 0 ~ 0.05 2.83 4.29 1.81 2 ⅜ x 2⅛ 1.46 40 48.3 35 6.41 0 ~ 1.2 72 109 46 M10 x 55 0.66 2 2.375 500 2210 0 ~ 0.07 3.35 4.61 1.85 2 ⅜ x 2¾ 1.74 50 60.3 35 9.99 0 ~ 1.7 85 117 47 M10 x 70 0.79 2½ 2.875 500 3240 0 ~ 0.07 3.86 5.24 1.85 2 ⅜ x 2¾ M10 x 70 2.05 65 73.0 35 14.64 0 ~ 1.7 98 133 4 0.93 76.1 mm 3.000 500 3530 0 ~ 0.07 3.94 5.35 1.85 2 ⅜ x 2¾ 2.16 76.1 35 15.91 0 ~ 1.7 100 136 47 M10 x 70 0.98 3 3.500 500 4800 0 ~ 0.07 4.45 5.91 1.88 2 ⅜ x 2¾ M10 x 70 2.60 80 88.9 35 21.71 0 ~ 1.7 113 150 48 1.20 108.0 mm 4.250 500 7080 0 ~ 0.16 5.59 6.93 2.13 2 ⅜ x 2¾ 3.62 108.0 35 32.05 0 ~ 4.1 142 176 54 M10 x 70 1.64 4 4.500 500 7940 0 ~ 0.16 5.75 7.20 2.13 2 ⅜ x 2¾ M10 x 70 4.12 100 114.3 35 35.89 0 ~ 4.1 146 183 54 1.87 133.0 mm 5.250 350 7570 0 ~ 0.16 6.69 8.82 2.13 2 ½ x 3 5.14 133.0 24 33.33 0 ~ 4.1 170 224 54 M12 x 75 2.33 139.7 mm 5.500 350 8310 0 ~ 0.16 6.81 8.98 2.09 2 ½ x 3 M12 x 75 5.67 139.7 24 36.77 0 ~ 4.1 173 228 53 2.57 5 5.563 350 8500 0 ~ 0.16 6.89 9.06 2.13 2 ½ x 3 5.69 125 141.3 24 37.62 0 ~ 4.1 175 230 54 M12 x 75 2.58 159.0 mm 6.250 350 10730 0 ~ 0.16 7.80 9.84 2.09 2 ½ x 3 M12 x 75 6.06 159.0 24 47.63 0 ~ 4.1 198 250 53 2.75 Full warranty terms can be found on www.shurjoint.com G-03 Z05 G-03-2/3 Rev.M 20160310 * Working Pressure is based on roll grooved standard wall carbon steel pipe. † Allowable Axial Displacement and Angular Movement (deflection) figures are for roll grooved standard steel pipe. Values for cut grooved pipe will be double that of roll grooved. These values are maximums; for design and installation purposes these figures should be reduced by: 50% for ¾”/DN20 – 3½”/DN90; 25% for 4”/DN100 and larger to compensate for jobsite conditions. Performance Data The following tables show the maximum working pressures (CWP) of Shurjoint Model Z05 Rigid Coupling used on both carbon steel and stainless steel pipes. Shurjoint ductile iron couplings can be used in conjunction with stainless steel pipe in non-corrosive environment as the flow media does not come in direct contact with the coupling housings but rather only the gasket. Model Z05 on Carbon Steel Pipe Model Z05 on Stainless Steel Pipe Nom. Size Cut-Grooved Roll-Grooved Nom. Size Cut-Grooved Roll-Grooved in / mm XS PSI / Bar STD PSI / Bar STD PSI / Bar Sch. 10 PSI / Bar Sch. 7 PSI / Bar in / mm Sch. 80S PSI / Bar Sch. 40S PSI / Bar Sch. 40S PSI / Bar Sch. 10S PSI / Bar Sch. 5S PSI / Bar 1¼ 600 600 500 400 250 1¼ 600 600 450 300 250 32 42 42 35 28 17 32 42 42 31 20 17 1½ 600 600 500 400 250 1½ 600 600 450 300 250 40 42 42 35 28 17 40 42 42 31 20 17 2 600 600 500 400 250 2 600 600 450 300 250 50 42 42 35 28 17 50 42 42 31 20 17 2½ 600 600 500 400 250 2½ 600 600 450 300 250 65 42 42 35 28 17 65 42 42 31 20 17 3 600 600 500 400 250 3 600 600 450 300 250 80 42 42 35 28 17 80 42 42 31 20 17 4 600 600 500 400 200 4 600 600 450 300 200 100 42 42 35 28 14 100 42 42 31 20 14 5 450 450 350 300 175 5 450 450 300 200 NR 125 31 31 24 20 12 125 31 31 20 14 6 450 450 350 300 175 6 450 450 300 125 NR 150 31 31 24 20 12 150 31 31 20 9 8 450 450 350 300 150 8 450 450 300 100 NR 200 31 31 24 20 10 200 31 31 20 7 Model Z05 Rigid Coupling 150 200 Max. (CWP)* PSI Lbs Bar kN 350 11600 24 51.35 350 12050 24 53.36 350 20430 24 90.44 350 19920 24 88.14 Axial in mm 0 ~ 0.16 0 ~ 4.1 0 ~ 0.16 0 ~ 4.1 0 ~ 0.19 0 ~ 4.8 0 ~ 0.19 0 ~ 4.8 Bolt 200 203 264 260 252 254 322 339 53 53 No. Size ½ x 3 ½ x 3 64 ¾ x 4¾ 3.05 6.77 3.07 6.07 7.00 G-03 Z05 G-03-3/3 Rev.M 20160310 MATERIAL SPECIFICATIONS • Housing: Ductile Iron to ASTM A536, Gr. 65-45-12 and or ASTM A395, Gr. 65-45-15, min. tensile strength 65,000 psi (448 MPa). • Surface Finish: Standard painted finishes in orange or RAL3000 red.  Hot dip zinc galvanized (Optional).  Epoxy Coatings in RAL3000 red or other colors (Optional) • Rubber Gasket: Grade “E” EPDM (Color code: Green stripe) Good for cold & hot water up to +230oF (+110oC). Also good for services for water with acid, water with chlorine, deionized water, seawater and waste water, dilute acids, oil-free air and many chemicals. Not recommended for petroleum oils, minerals oils, solvents and aromatic hydrocarbons. Maximum Temperature Range: -30oF (-34oC) to +230oF (+110oC)*. *EPDM gaskets for water services are not recommended for steam services unless couplings or components are accessible for frequent gasket replacement.  (Option) “Lube-E” pre-lubricated EPDM gasket.  (Option) Grade “T” Nitrile (Color code: Orange stripe) Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Also good for water services under +150oF (+66oC). Temperature range: -20 oF to +180 oF (-29 oC to +82 oC). Do not use for HOT WATER above +150 oF (+66 oC) or HOT DRY AIR above +140 oF (+60 oC)  Other options: Grade “O” - Fluoroelastomer. Grade “L” - Silicone. For dry systems we recommend the use of the Shurjoint GapSeal gasket. For additional details contact Shurjoint. • Bolts & Nuts: Heat treated carbon manganese steel track bolts to ASTM A449-83a (or A183 Gr. 2), minimum tensile strength 110,000 psi (758 MPa), Zinc electroplated, with heavy-duty hexagonal nuts to ASTM A563.  (Option) Gr. “E-pw” EPDM (Color code: Double Green Stripes), Good for cold +86oF (+30oC) and hot +180oF (+82oC) potable water services. EPDM is UL classified per NSF/ANSI 61 & NSF/ANSI 372. General Notes:  Maximum Working Pressure (CWP) listed is the maximum cold water pressure for general piping services tested to ASTM F1476 and or AWWA C606 methods. Figures listed are based on roll- or cut-grooved standard wall carbon steel pipe. For other pipe schedules or pipe materials, contact Shurjoint for additional information.  Max. End Load is calculated based on the maximum working pressure (CWP).  Listed and or Approved Pressures are pressure ratings for fire protection systems, tested and approved by various approval bodies. Please always refer to the latest approval data posted on the Shurjoint website.  Field Joint Test: For one time only the system may be tested hydrostatically at 1½ times the maximum working pressure listed (AWWA C606 5.2.3).  Warning: Piping systems must always be depressurized and drained before attempting disassembly and or removal of any components.  The 10 Year Limited Warranty applies to manufacturing defects only and does not cover severe service/temperature applications or wear parts.  Shurjoint reserves the right to change specifications, designs and or standard without notice and without incurring any obligations. Shurjoint product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Shurjoint Technical Service. Shurjoint reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligations to make such changes and modifications on Shurjoint products previously subsequently sold. As the leading supplier of steel sprinkler pipe, we understand that there are no second chances in fire suppression. You need products of enduring quality and exceptional strength—plus reliable service. You need Bull Moose. Always ready to protect your most valuable assets. EDDYTHREAD 40 800.325.4467 sales@BullMooseIndustries.com BullMooseTube.com Bull Moose Fire Sprinkler Pipe Product Information Nominal Pipe Size (Inches)1"1-1/4" 1-1/2"2"2-1/2"3"4"6"8" O.D. (in)1.295 1.650 1.900 2.375 I.D. (in)1.083 1.418 1.654 2.123 Empty Weight (lb/ft)1.461 2.070 2.547 3.308 Water Filled Weight (lb/ft)1.860 2.754 3.468 4.842 C.R.R.1.00 1.00 1.00 1.00 Pieces per Lift 70 51 44 30 Lift Weight (lbs) 21' lengths 2,148 2,217 2,353 2,084 Lift Weight (lbs) 24' lengths 2,454 2,534 2,690 2,382 Lift Weight (lbs) 25' lengths 2,557 2,639 2,802 2,481EDDYTHREAD 40 EDDYTHREAD 40 ADVANTAGES: • UL listed (US & Canada) and FM approved • ASTM A135 and A795 Type E, Grade A Certified • Complies with NFPA-13, 13R and 14 • Industry-leading hydraulic characteristics • CRR of 1.0 and greater • All pipe NDT weld tested OTHER BENEFITS/SERVICES: • We have the most stocking locations in the industry, for best delivery and availability • Plain end or roll groove • Eddy Guard II™ bacterial-resistant internal coating • Custom length options • Hot dipped galvanization • Reddi-Pipe® red or black pipe eliminates field painting • Compatible for use in wet, dry, preaction and deluge sprinkler systems • The only maker with EPDs (to help earn LEED points).Exclusive maker of Reddi-Pipe® RED OR BLACK PAINTED PIPE. As the leading supplier of steel sprinkler pipe, we understand that there are no second chances in fire suppression. You need products of enduring quality and exceptional strength—plus reliable service. You need Bull Moose. SCHEDULE 10 & 40 ADVANTAGES: • UL listed (US & Canada) and FM approved • ASTM A135 and A795 Type E, Grade A Certified • Complies with NFPA-13, 13R and 14 • Industry-leading hydraulic characteristics • CRR of 1.0 and greater • All pipe NDT weld tested OTHER BENEFITS/SERVICES: • We have the most stocking locations in the industry, for best delivery and availability • Plain end or roll groove • Eddy Guard II™ bacterial-resistant internal coating • Custom length options • Hot dipped galvanization • Reddi-Pipe® red or black pipe eliminates field painting • Compatible for use in wet, dry, preaction and deluge sprinkler systems • The only maker with EPDs (to help earn LEED points). Always ready to protect your most valuable assets. SCHEDULE 10 & 40 Exclusive maker of Reddi-Pipe® RED OR BLACK PAINTED PIPE. 800.325.4467 sales@BullMooseIndustries.com BullMooseTube.com Nominal Pipe Size (Inches)1"1-1/4" 1-1/2"2"2-1/2"3"4"6"8" O.D. (in)1.315 1.660 1.900 2.375 2.875 3.500 4.500 6.625 8.625 I.D. (in)1.097 1.442 1.682 2.157 2.635 3.260 4.260 6.357 8.249 Empty Weight (lb/ft)1.410 1.810 2.090 2.640 3.530 4.340 5.620 9.290 16.940 Water Filled Weight (lb/ft)1.820 2.518 3.053 4.223 5.893 7.957 11.796 23.038 40.086 C.R.R.15.27 9.91 7.76 6.27 4.92 3.54 2.50 1.158 1.805 Pieces per Lift 91 61 61 37 30 19 19 10 7 Lift Weight (lbs) 21' lengths 2,695 2,319 2,677 2,051 2,224 1,732 2,242 1,951 2,490 Lift Weight (lbs) 24' lengths 3,079 2,650 3,060 2,344 2,542 1,979 2,563 2,230 2,848 Lift Weight (lbs) 25' lengths 3,208 2,760 3,187 2,442 2,648 2,062 2,670SCHEDULE 10NPS (In.)1"1-1/4" 1-1/2"2"2-1/2"3"4" 1.315 1.660 1.900 2.375 2.875 3.500 4.500 1.049 1.380 1.610 2.067 2.469 3.068 4.026 1.680 2.270 2.720 3.660 5.800 7.580 10.800 2.055 2.918 3.602 5.114 7.875 10.783 16.316 1.00 1.00 1.00 1.00 1.00 1.00 1.00 70 51 44 30 30 19 19 2,470 2,431 2,513 2,306 3,654 3,024 4,309 2,822 2,778 2,872 2,635 4,176 3,456 4,925 2,940 2,894 2,992 2,745 4,350 3,601 5,130SCHEDULE 40Bull Moose Fire Sprinkler Pipe Product Information TOLBrace™ Seismic Calculations Project Address: Fastener Information Load Information TOLCO™ Brace Components Assembly Detail Brace Information Orientation of Brace TOLCO™ Component Fig. Number Adjusted Load *Calculation Based on CONCENTRIC Loading 80' 0" (24.38 m) Angle from Vertical L/R Value Least Rad. of Gyration Bracing Material Max Horizontal Load Maximum Spacing Maximum Brace Length Force Factor (Cp) Diameter Fastener Orientation Length Type Maximum Load Total Adjusted Load of all pipe within Zone of Influence 1" Sch.40 200 0.42" (11 mm) 926 lbs (420 kg) 7' 0" (2.13 m) 30° Min. 0.695 NFPA Type A SEE PLAN ¼" 305 lbs (138 kg) 1.5" Fig. 4LA Clamp 500 lbs (227 kg) Fig.980 Universal Swivel 1007 lbs (457 kg) Longitudinal 1.5" Sch.10 Steel Pipe (38.1 mm)80ft (24.4 m)169 lbs (77 kg) Braced Pipe: 1.5" Sch.10 Steel Pipe LA QUINTA, CA Job # Calculations based on 2016 NFPA Pamphlet #13 194 lbs (88 kg) LA QUINTA MUSEUM Percentage added for Fittings and Sprinklers 15%25 lbs (11.34 kg) *Please Note: These calculations are for TOLCO™ components only. Use of any other components voids these calculations and the listing of the assembly. Size and Type of Pipe Total Length Total Calculated Load {TOLBrace™ Version 8}Use of TOLBrace™ is subject to terms and conditions per the end user license agreement Brace Identification on Plans 1½" LNG 1.5" Sch.10 Steel Pipe (38.1 mm)80ft (24.4 m) TOLBrace™ Seismic Calculations Brace Identification Brace Type (Per NFPA#13) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener 1½" LNG NFPA Type A 80' 0" (24.38 m) Longitudinal 1" Sch.40 7' 0" (2.13 m) 200 30° SEE PLAN 1.5" Summary of Pipe within Zone of Influence Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 4LA Clamp Fig.980 Universal Swivel Structural Member Calculations prepared by 15% 194 lbs (88 kg) 926 lbs (420 kg) 305 lbs (138 kg) 500 lbs (227 kg) 1007 lbs (457 kg) OPEN WEB WOOD TRUSS TRAVIS MACK * The description of the Structural Member is for informational purposes only. TOLBrace™ software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace™ 8 Visit us at www.tolco.com LA QUINTA MUSEUM Job # 1.5" Sch.10 Steel PipeBraced Pipe G-Factor Used 0.695 TOLBrace™ Seismic Calculations Project Address: Fastener Information Load Information TOLCO™ Brace Components Assembly Detail Brace Information Orientation of Brace TOLCO™ Component Fig. Number Adjusted Load *Calculation Based on CONCENTRIC Loading 40' 0" (12.19 m) Angle from Vertical L/R Value Least Rad. of Gyration Bracing Material Max Horizontal Load Maximum Spacing Maximum Brace Length Force Factor (Cp) Diameter Fastener Orientation Length Type Maximum Load Total Adjusted Load of all pipe within Zone of Influence 1" Sch.40 200 0.42" (11 mm) 926 lbs (420 kg) 7' 0" (2.13 m) 30° Min. 0.695 NFPA Type A SEE PLAN ¼" 305 lbs (138 kg) 1.5" Fig. 4L Clamp 1007 lbs (457 kg) Fig.980 Universal Swivel 1007 lbs (457 kg) Longitudinal 3" Sch.10 Steel Pipe (76.2 mm)40ft (12.2 m)221 lbs (100 kg) Braced Pipe: 3" Sch.10 Steel Pipe LA QUINTA, CA Job # Calculations based on 2016 NFPA Pamphlet #13 254 lbs (115 kg) LA QUINTA MUSEUM Percentage added for Fittings and Sprinklers 15%33 lbs (14.97 kg) *Please Note: These calculations are for TOLCO™ components only. Use of any other components voids these calculations and the listing of the assembly. Size and Type of Pipe Total Length Total Calculated Load {TOLBrace™ Version 8}Use of TOLBrace™ is subject to terms and conditions per the end user license agreement Brace Identification on Plans 3" LNG 3" Sch.10 Steel Pipe (76.2 mm)40ft (12.2 m) TOLBrace™ Seismic Calculations Brace Identification Brace Type (Per NFPA#13) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener 3" LNG NFPA Type A 40' 0" (12.19 m) Longitudinal 1" Sch.40 7' 0" (2.13 m) 200 30° SEE PLAN 1.5" Summary of Pipe within Zone of Influence Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 4L Clamp Fig.980 Universal Swivel Structural Member Calculations prepared by 15% 254 lbs (115 kg) 926 lbs (420 kg) 305 lbs (138 kg) 1007 lbs (457 kg) 1007 lbs (457 kg) OPEN WEB WOOD TRUSS TRAVIS MACK * The description of the Structural Member is for informational purposes only. TOLBrace™ software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace™ 8 Visit us at www.tolco.com LA QUINTA MUSEUM Job # 3" Sch.10 Steel PipeBraced Pipe G-Factor Used 0.695 TOLBrace™ Seismic Calculations Project Address: Fastener Information Load Information TOLCO™ Brace Components Assembly Detail Brace Information Orientation of Brace TOLCO™ Component Fig. Number Adjusted Load *Calculation Based on CONCENTRIC Loading 25' 0" (7.62 m) Angle from Vertical L/R Value Least Rad. of Gyration Bracing Material Max Horizontal Load Maximum Spacing Maximum Brace Length Force Factor (Cp) Diameter Fastener Orientation Length Type Maximum Load Total Adjusted Load of all pipe within Zone of Influence 1" Sch.40 200 0.42" (11 mm) 926 lbs (420 kg) 7' 0" (2.13 m) 30° Min. 0.695 NFPA Type A SEE PLAN ¼" 305 lbs (138 kg) 1.5" Fig. 1001 Clamp 1007 lbs (457 kg) Fig.980 Universal Swivel 1007 lbs (457 kg) Lateral 3" Sch.10 Steel Pipe (76.2 mm)25ft (7.6 m)138 lbs (63 kg) 1.5" Sch.10 Steel Pipe (38.1 mm)40ft (12.2 m)85 lbs (39 kg) 1" Sch.40 Steel Pipe (25.4 mm)10ft (3 m)14 lbs (6 kg) Braced Pipe: 3" Sch.10 Steel Pipe LA QUINTA, CA Job # Calculations based on 2016 NFPA Pamphlet #13 272 lbs (123 kg) LA QUINTA MUSEUM Percentage added for Fittings and Sprinklers 15%36 lbs (16.33 kg) *Please Note: These calculations are for TOLCO™ components only. Use of any other components voids these calculations and the listing of the assembly. Size and Type of Pipe Total Length Total Calculated Load {TOLBrace™ Version 8}Use of TOLBrace™ is subject to terms and conditions per the end user license agreement Brace Identification on Plans 3" LAT 3" Sch.10 Steel Pipe (76.2 mm)25ft (7.6 m) 1.5" Sch.10 Steel Pipe (38.1 mm)40ft (12.2 m) 1" Sch.40 Steel Pipe (25.4 mm)10ft (3 m) TOLBrace™ Seismic Calculations Brace Identification Brace Type (Per NFPA#13) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener 3" LAT NFPA Type A 25' 0" (7.62 m) Lateral 1" Sch.40 7' 0" (2.13 m) 200 30° SEE PLAN 1.5" Summary of Pipe within Zone of Influence Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 1001 Clamp Fig.980 Universal Swivel Structural Member Calculations prepared by 15% 272 lbs (123 kg) 926 lbs (420 kg) 305 lbs (138 kg) 1007 lbs (457 kg) 1007 lbs (457 kg) OPEN WEB WOOD TRUSS TRAVIS MACK * The description of the Structural Member is for informational purposes only. TOLBrace™ software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace™ 8 Visit us at www.tolco.com LA QUINTA MUSEUM Job # 3" Sch.10 Steel PipeBraced Pipe G-Factor Used 0.695 ES-A-InBuildingRiser Series IBR In-Building Risers are used to connect the main fire supply to the building overhead fire system. The fitting passes under the foundation without joints and extends up through the floor. Provided with installation tabs, the unit has a CIPS (Cast Iron Pipe Size) coupler for easy connection to the underground supply (AWWA C900 PVC and Ductile Iron Pipe) and industry standard grooved-end connection (AWWA C606) on the building side for easy connection to the overhead fire sprinkler system. The IBR features Lead Free* construction to comply with Lead Free* installation requirements. Ames In-Building Risers are precision engineered and manu- factured to provide exceptional reliability and reduce installation time & labor costs associated with field assembly. In accordance with NFPA 24, the UL/FM approved In-Building Risers replace numerous fittings, elbows & spools and reduces the possibility of leaks or failure in comparison to traditional installation methods and materials. Factory tested integrity ensures the highest quality installation. The use of stainless steel significantly increases the reliability and life of the riser. Features • Cost savings • Corrosion resistant stainless steel construction, type 304 • Ease of installation and light weight allows one person to posi- tion and handle the riser • Minimal site preparation; joint restraint one-piece construc- tion reduces time and labor; no missing parts, no leaks; easily identifiable for approvals • Includes Test Cap and Coupler • UL/FM approved • Sizes: available in 4" – 10" with various lengths to meet local requirements • Designed to meet NFPA 24 • AWWA C900 Inlet/DIP • AWWA C606 Outlet Building perimeter wall Flow Building Floor FlowTEST CAP NOW INCLUD E D ! * The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight. Series IBR In-Building Risers Customizable Sizes: 4" – 10" LEAD FREE* 6'x6' standard length (custom lengths from 3' – 20' available) Job Name –––––––––––––––––––––––––––––––––––––––––––– Contractor –––––––––––––––––––––––––––––––––––––––––––– Job Location –––––––––––––––––––––––––––––––––––––––––– Approval –––––––––––––––––––––––––––––––––––––––––––––– Engineer ––––––––––––––––––––––––––––––––––––––––––––– Contractor’s P.O. No. ––––––––––––––––––––––––––––––––––– Approval ––––––––––––––––––––––––––––––––––––––––––––– Representative ––––––––––––––––––––––––––––––––––––––––– Ames Fire & Waterworks product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measure- ments, please contact Ames Fire & Waterworks Technical Service. Ames Fire & Waterworks reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames Fire & Waterworks products previously or subsequently sold. SIZE WEIGHT A (OD)B C in.in.mm ft.cm ft.cm lbs.kg 4 41⁄2 114 6 183 6 183 71 32 4 41⁄2 114 8'-6"183 6 183 85 39 6 65⁄8 168 6 183 6 183 98 44 6 65⁄8 168 8'-6"259 6 183 122 56 8 85⁄8 219 6 183 6 183 129 59 8 85⁄8 219 8'-6"259 6 183 163 74 10 103⁄4 273 6 183 6 183 202 92 Standards NFPA — Designed to allow the contractor to conform to NFPA 24 Where a riser is close to building foundations, underground fittings of proper design and type shall be used to avoid pipe joints being located under the foundations. End Connections Horizontal End: Mates with Ductile Iron Pipe and AWWA C900 Pipe (PVC Pipe with Ductile Iron Pipe Equivalent OD’s) Utilizes Gasket conforming to UL 157 with “Lock in” gasket configuration Vertical End: Meets AWWA C-606 dimensions for roll grooved pipe Meets AWWA C-207 class D for flanges Ratings Meets AWWA C-900 pressure class 200, DR 14 Pipe Testing Welds are 100% leak tested at the factory A Grooved End (Flange Optional) CIPS Coupling Tie-Rod Bracket C B Approvals Fittings FM class 1920 UL HKQA (4"-10") Dimensions – Weights Specifications In-Building Riser shall be installed as indicated on the plans. Riser shall be composed of a single extended 90 degree fitting of fabricated 304 stainless steel tubing, maximum working pressure 200psi (14 bar). The fitting shall have a grooved-end connection on the outlet (building) side and a CIPS coupler on the inlet (underground) side. The grooved end shall include a coupler and cap to facilitate testing of the underground pip- ing. The In-Building Riser shall be an Ames Fire & Waterworks Series IBR. NOTICE Inquire with governing authorities for local installation requirements ** Each B (vertical) and C (horizontal) leg is customizable from 3' to 20' with UL/FM approvals. Consult with your factory representative for details.The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before beginning the installation of this product. NOTICE ES-A-InBuildingRiser 1826 © 2018 Ames Fire & Waterworks USA: Backflow Tel: (978) 689-6066 • Fax: (978) 975-8350 • AmesFireWater.com USA: Control Valves Tel: (713) 943-0688 • Fax: (713) 944-9445 • AmesFireWater.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • AmesFireWater.ca Latin America: Tel: (52) 81-1001-8600 • AmesFireWater.com SIZE MATING PIPE OD in.in.mm 4 4.8 122 6 6.9 175 8 9.1 230 10 11.1 282 To Kohl Hetrick, This letter is to serve as notice that World Fire Protection is the authorized fire protection contractor under C-16 license 1049720 to install a 4” Ames In-Building Riser per the direction of the general contractor Asaro Builders. Attached to this letter is the manufacturer specs and installation guide for review and record. Please reach out to either Blake Chapman or Luis Stahl if any further information is needed. Thank you -Blake Chapman Vice President World Fire Protection OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org December 17, 2019 World Fire Protection 41905 Boardwalk #B Palm Desert, CA 92211 Re: New Fire Sprinkler System Plan Review – California Desert Museum FSS2019-0156 / 47705 CALEO BAY, LA QUINTA 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 require corrections. 1. Plans shall identify a Scope of Work. a. Private fire main installations are handled under a separate permit submittal and require additional, specific details and separate fees. b. Plans identify “6-inch by others (C900 Class 150)” for the private fire hydrant supply. This is still part of the same private fire main and should be inclusive of one permit with the private fire main serving as the fire sprinkler system supply. 2. On Sheet 1, there is a detail of the solid riser sweep. It identifies a “2-inch gap around” the slab penetration. Greater detail or correction in terminology is needed. NFPA 13 9.3.4.2 advises that a 4- inch nominal clearance shall be provided. 3. On Sheet 2, there is a detail of the Unobstructed Wood Truss Construction and includes notes of requirements for draft curtains and UL Listed sprinklers that accommodate increased draft curtain areas. Please provide the code, standard, manufacturer specs and UL listing information that is applicable. 4. Provide a 4th set of hydraulic calcs, specifically for the Tree-System portion of the system servicing the “Art Studio”. 5. The storage areas may need to comply with NFPA 13 Section 22.30 “Code for the Protection of Cultural Resource Properties.” – Clarify Compliance. 6. Plans shall have all Hydraulic Information tables updated to adequately display all information required on the Hydraulic Calculation Sign as amended by the CFC. Specifically, NFPA Section 25.5.2 (14 items). *A sample has been provided on the plans. 7. Identify the location and functionality of the required air relief valve(s) in compliance with NFPA 13 section 7.1.5 and 8.16.6. a. If automatic, provide manufacturer specifications. 8. Provide Manufacturer Cut Sheets for all components of the system. 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 OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org January 29, 2020 World Fire Protection 41905 Boardwalk #B Palm Desert, CA 92211 Re: New Fire Sprinkler System Plan Review – California Desert Museum – 2nd REVIEW FSS2019-0156 / 47705 CALEO BAY, LA QUINTA 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 require corrections. 1. Plans shall identify a Scope of Work. a. Private fire main installations are handled under a separate permit submittal and require additional, specific details and separate fees. b. Plans identify “6-inch by others (C900 Class 150)” for the private fire hydrant supply. This is still part of the same private fire main and should be inclusive of one permit with the private fire main serving as the fire sprinkler system supply. 2. Only a single manual air relief valve was shown on the plans, located in the remote Art Studio location with 14-feet high ceiling space. An additional air relief valve shall be provided in the second story system area. 3. Provide Manufacturer Cut Sheets for all components of the system. 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 OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org February 11, 2020 World Fire Protection 41905 Boardwalk #B Palm Desert, CA 92211 Re: New Fire Sprinkler System Plan Review – CA Desert Museum FSS2019-0156 / 47750 CALEO BAY, 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. 1) Approval of these plans does not include the piping of the underground system. Installing contractor shall provide separate underground plans for review and approval prior to installation. 2) The completed Contractor’s Material and Test Certificate for Aboveground Piping shall be provided to the fire inspector prior to a final inspection. 3) Permanently marked identification signs shall be attached to all control valves. 4) A sign shall be located adjacent to the alarm bell worded as follows: a) SPRINKLER FIRE ALARM - WHEN BELL RINGS CALL 911 5) The fire sprinkler system shall be monitored and supervised by an approved Dedicated Function - Fire Sprinkler Monitoring System. 6) Each system shall have an Air-Relief valve in compliance with NFPA 13 installed in a remote, most elevated location. 7) CA compliant Hydraulic Calculation Placards shall be installed on the riser or other approved location. Risers shall have signage indicating the location of remotely located placards. 8) Single head sprinkler drops located in suspended ceilings shall be provided with seismic escutcheons or other approved devices for restraint or seismic bonding. 9) The following inspections/tests are required to be witnessed by Office of the Fire Marshal staff: a) Overhead Rough: All installed/relocated piping must be visible. b) Overhead Hydro: Entire system shall be hydrostatically tested at a minimum of 200 psi for 2 hours. c) Underground Supply Flush: Flush of the underground supply line until clear of all debris and to the satisfaction of the inspector. d) Final inspection: Water-flow signal test as performed from the inspector test valve. As-Built plans required to be maintained on site as approved by the inspector. General Information sign and Hydraulic Calculation plate(s) provided. Title 19 “New” system tag affixed to riser. NOTE: The underground flush shall be done through a pipe or hose equal in size to the sprinkler underground supply pipe, prior to connection to the above ground sprinkler piping. 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: 47705 CALEO BAY PERMIT#: FSS2019-0156 DATE ISSUED: 2/11/2020 DESCRIPTION: CA DES. MUSEUM – FIRE SPRINKLER CONTRACTOR: WORLD FIRE PROTECTION HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS Thrust block pre-pour Door fan test UG rough piping Abort test UG hydro Mechanical shutdown Flush Detector test Final E F Deluge/pre-action SPRINKLER U.G. Final E F Thrust block pre-pour UST/AST TANK UG rough piping Installation UG hydro Removal Flush Emergency shut off Final E F Primary piping FIRE SPRINKLER Secondary piping Weld inspection Dispensers & shear valves Overhead rough piping Final E F Overhead hydro MISC. INSPECTIONS UG flush / OK to connect Spray booths Main drain/inspectors’ test Hood/duct extinguishing High pile storage High pile rack storage In-rack sprinklers H.P. vents/access/corridors Hose racks Tract access/hydrant verification Final E F Access & Address verification HOOD EXTINGUISHING OTHER CONST. PERMIT Detection system Function test Gas/electrical shut-off Nozzle model/placement Fire alarm connection Final E F SPRAY BOOTHS FIRE CODE PERMIT(S) Installation Air flow test Mechanical interlock Extinguishing system Fire alarm connection Final E F FIRE ALARM KNOX SYSTEM Rough-wire inspection Building Knox box Function test Gate access Knox box/padlock Duct detectors/velocity BUILDING INSPECTIONS 24 hr. battery test T/I final Sprinkler monitoring Shell final Final E F Final for occupancy FINAL INSPECTION DATE: INSPECTORS SIGNATURE: **WHEN CALLING FOR AN INSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ON REVERSE SIDE** 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131 INSPECTION NOTES 1. Sway bracing and hangers will be inspected at the time of rough piping inspection. 2. All required hydrostatic pressure tests shall maintain 200 psi for a 2-hour duration. (EX: Residential Fire Sprinkler Systems) 3. Fire sprinkler system remodels: if indicated on plans or this card, a hydrostatic pressure test shall be required. 4. All underground joints and thrusts blocks shall be exposed and readily visible during the hydrostatic test. 5. Contractor shall supply all testing equipment, access and operating instructions at time of test. 6. All systems shall be inspected, tested, and approved by a Fire Inspector before any work is started that may cause the affected system to be covered or hidden. POLICIES ON FIELD INSPECTIONS A. INSPECTION REQUESTS: Inspections are made subject to availability. Please have the permit number available when scheduling inspections. For City of La Quinta inspections call: (760) 777-7131. B. APPROVED PLANS: Shall be kept on the job site at all times that work is in progress. Work shall NOT commence without approved plans. C. INSPECTION REQUESTS: As required by the California Fire Code, the appropriate installing contractor shall be required to schedule the necessary inspections and be present on site for inspections. D. RE-INSPECTIONS: Will be charged against a permit when an inspection has failed, is not ready, the responsible party not on site or where previously noted corrections have not been completed. E. COMMODITIES: Unless otherwise noted on approved plans or letter of conditions, no commodities shall be entered into the structure until clearance has been granted by the Fire Dept and Building Official. F. OCCUPANCY: Buildings shall NOT be occupied by persons other than construction workers until a Final Fire Clearance has been granted by the Fire Dept and a Certificate for Occupancy has been issued by the Building Official. INSPECTION NOTES: THIS CARD IS REQURIED TO BE POSTED AT THE CONSTRUCTION SITE. THIS CARD AND APPROVED PLANS MUST BE AVAILABLE AT THE CONSTRUCTION SITE FOR ALL INSPECTIONS. THIS PERMIT SHALL EXPIRE AND BECOME NULL AND VOID IF THE WORK AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS OR MORE. THIS PERMIT IS FOR FIRE DEPARTMENT APPROVAL ONLY AND DOES NOT INTEND TO ABROGATE MORE RESTRICTIVE REQUIREMENTS OF OTHER AGENCIES HAVING RESPONSIBILITY.