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FSS2022-0355ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT JR TOPINIO 1601 W Orangewood ave Orange CA 92868 (858)277-3473 wtopinio@adfiresprink lers.com CONTRACTOR H C WEST LLC dba A & D FIRE 7130 CONVOY COURT SAN DIEGO CA 92111 (858)277-3473 ZCHAVEZ@ADFIRESPRI NKLERS.COM OWNER MARKET STREET DEVELOPEMENT 5390 GRANITE LAKE DR #110 GRANITE BAY CA 95746 (858)277-3473 CONDITIONS Description: REPLACE EXISTING FIRE SPRINKLER SYSTEM WITH NEW PIPING/SPRIN Type: FIRE SPRINKLER (WEB)Subtype: TENANT IMPROVEMENT Status: FINALED Applied: 10/17/2022 EPRS Parcel No: 600390023 Site Address: 46805 DUNE PALMS RD RD LA QUINTA,CA 92253 Approved: 11/4/2022 RWI Subdivision: Block: Lot: Issued: 4/24/2023 ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 7/25/2023 KHET Valuation: $59,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: FINANCIAL INFORMATION Printed: Wednesday, September 27, 2023 10:06:07 AM 1 of 9 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0355 INSPECTIONS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE FAILED OR ADDITIONAL FIELD INSPECTIONS (EXCESSIVE) EACH 101-0000-42421 0 $175.00 $175.00 1/23/23 WEB14128 802162920 CREDIT JR TOPINIO EPRS FIRE FAILED OR ADDITIONAL FIELD INSPECTIONS (EXCESSIVE) EACH 101-0000-42421 0 $175.00 $175.00 4/24/23 WEB14967 857033214 CREDIT JR TOPINIO EPRS FIRE FAILED OR ADDITIONAL FIELD INSPECTIONS (EXCESSIVE) EACH 101-0000-42421 0 $175.00 $175.00 7/26/23 R76865 112737326 5 CREDIT Ron DeVito EMO FIRE FAILED OR ADDITIONAL FIELD INSPECTIONS (EXCESSIVE) EACH 101-0000-42421 0 $175.00 $175.00 7/26/23 R76865 112737326 5 CREDIT Ron DeVito EMO FIRE SPRINKLER SYSTEMS - TENANT IMPROVEMENT 101-0000-42420 0 $175.00 $175.00 1/23/23 WEB14128 802162920 CREDIT JR TOPINIO EPRS FIRE SPRINKLER SYSTEMS - TENANT IMPROVEMENT PC 101-0000-42420 0 $350.00 $350.00 1/23/23 WEB14128 802162920 CREDIT JR TOPINIO EPRS Total Paid for FIRE FEES: $1,225.00 $1,225.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 1/23/23 WEB14128 802162920 CREDIT JR TOPINIO EPRS Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $8.00 $8.00 1/23/23 WEB14128 802162920 CREDIT JR TOPINIO EPRS Total Paid for TECHNOLOGY ENHANCEMENT FEE: $8.00 $8.00 TOTALS:$1,244.00 $1,244.00 Printed: Wednesday, September 27, 2023 10:06:07 AM 2 of 9 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0355 SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD HYRO KHET 11/16/2022 11/16/2022 NOT READY OVERHEAD ROUGH PIPING KHET 11/16/2022 11/16/2022 DISAPPROVE D Partial EMAIL SENT: AD Fire Your request to cancel the inspection came way too late. A failed inspection fee has been assessed. **For some reason, the permit fees have not been paid yet and are required. In an effort to assist the developer with their timeline and constraints, a cursory inspection was conducted. A number of concerning elements of the installation were observed that must be addressed. Attached or the plan and document notes for your reference. This inspection was not a thorough inspection but only focused on the easily observable issues and the missed items of the design requiring correction. Revised Plans and Calculations will be required prior to the final phase of the Rough Inspections. Please provide fire sprinkler fitter certifications for the pipe fitters that worked on this project, for documentation. Let me know if you have any questions. KOHL HETRICK OVERHEAD HYRO KHET 1/31/2023 1/31/2023 APPROVED No Leaks minor piping adjustments and additions will not be required to be re-hydro tested. Printed: Wednesday, September 27, 2023 10:06:07 AM 3 of 9 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0355 OVERHEAD ROUGH PIPING KHET 1/31/2023 1/31/2023 PARTIALLY APPROVED SEE NOTES *Revised plans and calcs required prior to final. See plan notes for areas requiring correction and reinspection to confirm compliance. **Not cleared to cover due to Fire Alarm rough inspections not being completed yet. A&D Fire This is to follow up on yesterday’s inspection at the WelBeHealth center in La Quinta. My apologies for the delay in getting these notes and corrections back to you. To clarify, LQ OFM never granted permission to cover any portion of the project, especially with hard-lid installations. It was commented that the A&D Sprinkler Fitter communicated the clearance. LQ OFM will always give written (Physical/electronic-permit) of the clearance to cover (wholly/partially). This inspection was an Overhead rough reinspection for previous corrections and an attempt to complete the other Overhead rough inspection for components not previously installed. 1. The Sprinkler that was installed at the bottom of the elevator needs to be caged for protection purposes. 2. The hard-lid are with the two access panels only showed two upright sprinkler heads, this will need to be cut open next Re- inspection and will also need to have the remaining 4 upright Sprinkler heads installed per plan and as required. 3. 50%+ of empty Tiles (Not holding a fixture) need to be removed to verify obstructions to uprights and impacts to Printed: Wednesday, September 27, 2023 10:06:07 AM 4 of 9 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0355 OVERHEAD ROUGH PIPING KHET 4/27/2023 4/28/2023 DISAPPROVE D See attached / Not all addressed sprinkler piping. 4. 2 of the LT3A Lateral Seismic braces were not added and are currently overspaced. 5. One of the LT3A Lateral Seismic bars was attached to 2x blocking boards at a TJI truss. There were 4 through bolts attempted but only 3 were fully visible, with no washers and observable cracking of the boards and the bolt penetrations. 6. The Automatic air-relief valve had a ¼- turn ball-valve on the discharge side of the air-relief valve. This ball-valve needs to be relocated to the supply side piping so that the air-relief valve can be serviced in the future. The ball-valve shall be set to the OPEN position and have the control handle removed. 7. Add the Auxiliary drain sign on either the tile or wall to show location where concealed. 8. We were not able to complete the required rough inspection of the cloud/- drop-ceiling area. Ensure that a scissor-lift is available for the required reinspection. Please let me know if you have any questions. *FOR Golden Const: We are still pending the Fire Alarm – Rough Wire inspection pending the approval of the submitted plans. The 2nd revisions are in as of 4/21/2023 and we are currently running 4-5 weeks for all plan reviews due to backlog and workloads. 100% of wiring needs to remain observable until that inspection is passed. Printed: Wednesday, September 27, 2023 10:06:07 AM 5 of 9 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0355 OVERHEAD ROUGH PIPING KHET 5/11/2023 5/11/2023 APPROVED OH Rough Passed - see notes *As-Builts are required prior to final inspection. Items to be confirmed at final inspection include: Batt Insulation not obstructing spray pattern of upright heads / Air-Relief valve orientation / Head to light fixture obstruction in 2-floor bathroom... FIRE FINAL**KHET 7/24/2023 7/24/2023 DISAPPROVE D SEE ATTACHMENTS See notes on plans in attachments. Also missing trim on x5 semi-recessed. Fees apply. A & D Fire, Attached are the field notes from today’s Final Inspection request. • Provide adequate compliment of spare heads in the spare head boxes along with the Spare Head Box Sprinkler Legend affixed to the lid • Provide and install the 2 rigid metal plate Hydraulic Calc Plates at the riser. • 2nd Floor Men’s bathroom has a light obstruction – add head on opposite side of obstruction. • 1st floor Rehab Gym has pendant light obstructions. Resolve with 4 affected heads changed to 401 style. • 2nd Floor mechanical attic area has batt insulation that needs to have strapping secured better so as not to obstruct. The permit has outstanding fees pending payment prior to tomorrow’s resinspection scheduled at 9:30 am. FIRE FINAL**KHET 7/25/2023 7/25/2023 APPROVED PARENT PROJECTS Printed: Wednesday, September 27, 2023 10:06:07 AM 6 of 9 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0355 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 10/17/2022 Etrakit Public Registration 1ST SUBMITTAL FIRE SPRINKLER PLAN LAD1922-WELBE (FULLSET).pdf 1 DOC 10/17/2022 Etrakit Public Registration 1ST SUBMITTAL PRODUCT DATA PACKET LAD1922-PRODUCT DATA.pdf 1 DOC 10/17/2022 Etrakit Public Registration 1ST SUBMITTAL HYDRAULIC CALCS- AREA 1 LAD1922-CALCS_AREA 1.pdf 1 DOC 10/17/2022 Etrakit Public Registration 1ST SUBMITTAL HYDRAULIC CALCS- AREA 2 LAD1922-CALCS_AREA 2.pdf 1 BOND INFORMATION REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST FIRE - ETRAKIT (2 WK) REBECCA WINSCOTT 10/17/2022 10/31/2022 11/4/2022 APPROVED 1ST PERMIT TECH – ETRAKIT (1 DAY) AARON HICKSON 10/17/2022 10/18/2022 10/17/2022 COMPLETE 1ST FIRE - ETRAKIT (1 WK) REBECCA WINSCOTT 12/13/2022 12/20/2022 12/19/2022 REVISIONS REQUIRED (REVISION - 1) 2ND FIRE (1 WK)REBECCA WINSCOTT 12/13/2022 12/20/2022 12/19/2022 REVISIONS REQUIRED 3RD FIRE (1 WK)REBECCA WINSCOTT 12/29/2022 1/5/2023 1/17/2023 APPROVED As Builts 4TH FIRE (1 WK)KOHL HETRICK 3/3/2023 3/10/2023 4/3/2023 APPROVED SEE ATTACHMENTS REV 2 AS-BUILTS 5TH FIRE (1 WK)KOHL HETRICK 6/14/2023 6/21/2023 7/10/2023 APPROVED FINAL AS-BUILTS Printed: Wednesday, September 27, 2023 10:06:07 AM 7 of 9 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0355 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 12/13/2022 Etrakit Public Registration REVISION-1 - PLAN SET LAD1922-WELBE (FULLSET)_REV1.pdf 1 DOC 12/13/2022 Etrakit Public Registration REVISION-1 AREA 1 - HYDRAULIC CALS LAD1922-CALCS_AREA 1_1.pdf 1 DOC 12/13/2022 Etrakit Public Registration REVISION-1 AREA 2 - HYDRAULIC CALS LAD1922-CALCS_AREA 2_1.pdf 1 DOC 12/13/2022 Etrakit Public Registration REVISION-1 DATA SHEETS LAD1922-PRODUCT DATA_1.pdf 1 DOC 12/29/2022 Etrakit Public Registration revised plans LAD1922-WELBE (FULLSET)_REV2.pdf 1 DOC 3/3/2023 Etrakit Public Registration rev3- As-builts LAD1922-WELBE (FULLSET)_REV3.pdf 1 DOC 11/16/2022 KOHL HETRICK LQ FSS2022-0355 Welbe Health - 11-16-2022 - insp notes.pdf LQ FSS2022-0355 Welbe Health - 11-16-2022 - insp notes.pdf 1 DOC 1/31/2023 KOHL HETRICK LQ FSS2022-0355 - 1-31- 2023 insp notes.pdf LQ FSS2022-0355 - 1-31- 2023 insp notes.pdf 1 DOC 4/3/2023 KOHL HETRICK FSS2022-0355 - REV 2 AS-BUILTS - APPROVED PLANS.pdf FSS2022-0355 - REV 2 AS-BUILTS - APPROVED PLANS.pdf 1 DOC 4/28/2023 KOHL HETRICK FSS2022-0355 - Insp Notes 4-27-23 LMR4.pdf FSS2022-0355 - Insp Notes 4-27-23 LMR4.pdf 1 DOC 5/11/2023 KOHL HETRICK FSS2022-0355 - Insp Notes 5-11-2023.pdf FSS2022-0355 - Insp Notes 5-11-2023.pdf 1 DOC 6/15/2023 KOHL HETRICK LAD1922-WELBE (FULLSET)_ASBUILT.pdf LAD1922-WELBE (FULLSET)_ASBUILT.pdf 1 DOC 7/10/2023 KOHL HETRICK FSS2022-0355 - FINAL AS-BUILTS - APPROVED.pdf FSS2022-0355 - FINAL AS-BUILTS - APPROVED.pdf 1 Printed: Wednesday, September 27, 2023 10:06:07 AM 8 of 9 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0355 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 7/24/2023 KOHL HETRICK FSS2022-0355 - FINAL Insp Notes 7-24- 2023.pdf FSS2022-0355 - FINAL Insp Notes 7-24- 2023.pdf 1 DOC 7/25/2023 KOHL HETRICK FSS2022-0355 - CONT CERT.pdf FSS2022-0355 - CONT CERT.pdf 1 DOC 11/4/2022 REBECCA WINSCOTT LQ FSS2022-0355 Welbe Health (COA).pdf LQ FSS2022-0355 Welbe Health (COA).pdf 1 DOC 11/4/2022 REBECCA WINSCOTT LQ FSS2022-0355 Welbe Health.pdf (Approved Plan) LQ FSS2022-0355 Welbe Health.pdf 1 DOC 12/19/2022 REBECCA WINSCOTT LQ FSS2022-0355 Welbe Health As Builts DENIED.pdf LQ FSS2022-0355 Welbe Health As Builts DENIED.pdf 1 DOC 1/17/2023 REBECCA WINSCOTT LQ FSS2022-0355 Welbe Health As Builts APPROVED.pdf LQ FSS2022-0355 Welbe Health As Builts APPROVED.pdf 1 Printed: Wednesday, September 27, 2023 10:06:07 AM 9 of 9 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0355 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 12/19/2022 REBECCA WINSCOTT LQ FSS2022-0355 Welbe Health As Builts DENIED.pdf LQ FSS2022-0355 Welbe Health As Builts DENIED.pdf 1 DOC 1/17/2023 REBECCA WINSCOTT LQ FSS2022-0355 Welbe Health As Builts APPROVED.pdf LQ FSS2022-0355 Welbe Health As Builts APPROVED.pdf 1 Printed: Thursday, April 20, 2023 10:08:45 AM 6 of 6 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0355 DUNE PALMS ROAD 4" FIRE RISERLOCATION6" C900 PVC36'-9"5'050'GRAPHIC SCALES:116"=1'-0"5'025'18"=1'-0"0 12'14"=1'-0"0 6'12"=1'-0"1'0 4'34"=1'-0"1'0 3'1"=1'-0"1'0 2'112"=1'-0"01'3"=1'-0"LAD1922-WELBE_REV.dwgSITE PLANSCALE: 1/16" = 1'-0"SPRINKLERS CONTAINED IN THIS CABINETSPRINKLERIDENTIFICATIONNUMBER (SIN)GENERALDESCRIPTION• • • • ••• •••••••••SPRINKLERQUANTITY MAINTAINEDMANUFACTURER• ••••••• 4TY3531STANDARD COVERAGE,K=5.6,12", PENDENT,CONCEALED, WHITE , Q.R.• ••••••• 412PROVIDE HEAD WRENCH FOR EACH TYPE OFSPRINKLER, PER MANUFACTURERSREQUIRMENTSSTANDARD COVERAGE, K=5.6,12" PENDENT, CHROME, Q.R.• ••••••• 4VICTAULICVICTAULICTYCOSTANDARD COVERAGE, K=5.6,12", UPRIGHT,BRASS Q.R.V2704V2708TOTAL REQUIREDHEADS PER NFPA 13,SEC. 6.2.9.5VICINITY MAPDRAWING LEGENDSHEET# DRAWING DESCRIPTIONFP-0.0 SITE PLAN AND GENERAL NOTESFP-0.1 SWAY BRACE CALCULATIONS & BUILDING SECTIONSFP-1.0 LEVEL 01 PIPING PLANFP-2.0 LEVEL 02 PIPING PLANPROJECT DATAPROJECT NAME:PROJECT ADDRESS:OWNER: MARKET STREET DEVELOPMENT LLC 5390 GRANITE LAKE DR #110 GRANITE BAY, CA 95746GENERAL CONTRACTOR: GOLDEN CONSTRUCTIONTYPE OF CONSTRUCTION: V-BOCCUPANCY CLASSIFICATIONS: I-4, BNUMBER OF STORIES: 2BUILDING HEIGHT: 23'-6"EXISTING BUILDING AREA: LEVEL 1- 12,641 SQ FT LEVEL 2- 4,826 SQ FTWELBE HEALTH46-805 DUNE PALMS RDLA QUINTA, CA 92253FLOW TEST RESULTSSPARE HEAD LEGENDSITE PLANGENERAL NOTES1. THIS PLAN DETAILS THE FIRE SPRINKLER SYSTEM FOR CONSTRUCTION TYPE: V-B OCCUPANCIES: I-4, B MAX SPACING LIGHT HAZARD: 225 SQFT MAX SPACING ORDINARY HAZARD: 130 SQFT2. INSTALLATION SHALL CONFORM TO N.F.P.A.-13 (2016 ED), C.B.C. (2016 ED).3. ALL MATERIALS INSTALLED SHALL BE NEW, U.L. LISTED AND/OR F.M. "APPROVED" FOR FIRE PROTECTION USE.4. ALL SPRINKLER SYSTEM CONTROL VALVES SHALL BE PROVIDED WITH TAMPER SWITCHES. ALL SYSTEMS SHALL BE EQUIPPED WITH A FLOW SWITCH. ALL TAMPERS AND FLOW SWITCHES SHALL BE MONITORED BY AN OFF-SITE PROPRIETARY STATION, U.L. LISTED AND/OR F.M. "APPROVED", AND ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION.5. WIRING OF FLOW SWITCHES SHALL BE "NORMALLY CLOSED" FOR CORRECT OPERATION IN ALARM MODE.6. POWER FOR ALL FIRE SPRINKLER ALARMS SHALL BE TAKEN FROM A DEDICATED CIRCUIT FOR FIRE ALARM USE POWER SUPPLY MUST BE IN SERVICE BEFORE FINAL INSPECTION BY THE FIRE DEPARTMENT.7. CONTRACTOR SHALL MAKE PIPING ABOVE SUSPENDED CEILINGS ACCESSIBLE TO FIRE DEPARTMENT PERSONNEL FOR VISUAL INSPECTION AS A CONDITION OF FINAL APPROVAL.8. EXPANSION RINGS WILL BE USED ON ALL NEW SPRINKLER PENETRATIONS.(2 INCH)9. SPRINKLERS SHALL BE QUICK RESPONSE TYPE.10. PIPING MATERIAL SHALL BE AS FOLLOWS: A) 1" - SCH 40 B) 1 14" OR GREATER - SCH 10 C) VICTAULIC FLEX DROPS11. PROJECTS THAT INVOLVE THE RELOCATION OF DROPS SHALL REQUIRE 200PSI HYDROSTATIC TESTING PER NFPA 13 (25.2.1.4.2)WELBE HEALTH46-805 DUNE PALMS RDLA QUINTA, CA 92253SCOPE OF WORKREPLACE EXISTING WET FIRE SPRINKLER SYSTEM FOR EXISTING COMMERCIALBUILDING.1601 W ORANGEWOOD AVEAUTHORITY HAVING JURISDICTION# DATE BY REVISIONSWELDED MAIN PIECE NO.WELD BRANCHLINE PC. NO.BRANCH LINE NO.EARTHQUAKE BRACE SYMBOLSHYDRAULIC REF. POINTCENTER-LINE DIMENSIONAUTO SPRINKLER RISERPIPE HANGER LOCATIONHANGER TYPE & LENGTH(SHOWN WHEN REQUIRED)WELBE HEALTH46-805 DUNE PALMS RDSITE PLAN & GENERAL NOTESGOLDENCONSTRUCTIONRIVERSIDE COUNTY FIRELA QUINTA, CA 92253CONTRACTOR:ADDRESS:--SUPERINTENDENT:FROM FLOORCENTER-LINE DIMENSIONFROM DECKPROJECT MAN.:PHONE #:ORANGE, CA 92868714-634-39231069002LICENSE NO.714-634-39271LT 4WAYLATERALLNLONGITUDINAL 4-WAY LINE RESTRAINT-C-16C-16THE INFORMATION CONTAINED IN THIS DOCUMENT IS PROPRIETARYTO A&D FIRE. THIS DOCUMENT IS PREPARED FOR A SPECIFIC SITEAND INCORPORATES CALCULATIONS BASED ON DATA AVAILABLEFROM THE CLIENT AT THIS TIME. BY ACCEPTING AND USING THISDOCUMENT, THE RECIPIENT AGREES TO PROTECT ITS CONTENTSFROM FURTHER DISSEMINATION, (OTHER THAN THAT WITHIN THEORGANIZATION NECESSARY TO EVALUATE SUCH SPECIFICATION)WITHOUT THE WRITTEN PERMISSION OF A&D FIRE. THE CONTENTSOF THIS DOCUMENT ARE NOT TO BE REPRODUCED OR COPIED INWHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF A&DFIRE.DISCLAIMERFIRE SPRINKLER SYSTEM SYMBOL LEGENDAS NOTEDJOB #:SCALE:DRAWN BY:DATE:7-Dec-22LAD-1922J. TOPINIOFP-0.0FSS2022-0355 - REV 2 1 2 3 4 4.2 4.3 4.5 5 5.5 6 7(E) UPPER HT28' - 4"(E) TOWER RF25' - 4"(E) MID HT22' - 4"(E) MAIN ROOF19' - 6"(E) 2ND FLR.12' - 0"(E) MEZZANINE10' - 0"1 2 3 4 4.2 5 6 7(E) UPPER HT28' - 4"(E) TOWER RF25' - 4"(E) MID HT22' - 4"(E) MAIN ROOF19' - 6"(E) 2ND FLR.12' - 0"(E) MEZZANINE10' - 0"5'050'GRAPHIC SCALES:116"=1'-0"5'025'18"=1'-0"0 12'14"=1'-0"0 6'12"=1'-0"1'0 4'34"=1'-0"1'0 3'1"=1'-0"1'0 2'112"=1'-0"01'3"=1'-0"1601 W ORANGEWOOD AVEAUTHORITY HAVING JURISDICTION# DATE BY REVISIONSWELDED MAIN PIECE NO.WELD BRANCHLINE PC. NO.BRANCH LINE NO.EARTHQUAKE BRACE SYMBOLSHYDRAULIC REF. POINTCENTER-LINE DIMENSIONAUTO SPRINKLER RISERPIPE HANGER LOCATIONHANGER TYPE & LENGTH(SHOWN WHEN REQUIRED)WELBE HEALTH46-805 DUNE PALMS RDFIRE SPRINKLER PLANGOLDENCONSTRUCTIONRIVERSIDE COUNTY FIRELA QUINTA, CA 92253CONTRACTOR:ADDRESS:--SUPERINTENDENT:FROM FLOORCENTER-LINE DIMENSIONFROM DECKPROJECT MAN.:PHONE #:ORANGE, CA 92868714-634-39231069002LICENSE NO.714-634-39271LT 4WAYLATERALLNLONGITUDINAL 4-WAY LINE RESTRAINT-C-16C-16THE INFORMATION CONTAINED IN THIS DOCUMENT IS PROPRIETARYTO A&D FIRE. THIS DOCUMENT IS PREPARED FOR A SPECIFIC SITEAND INCORPORATES CALCULATIONS BASED ON DATA AVAILABLEFROM THE CLIENT AT THIS TIME. BY ACCEPTING AND USING THISDOCUMENT, THE RECIPIENT AGREES TO PROTECT ITS CONTENTSFROM FURTHER DISSEMINATION, (OTHER THAN THAT WITHIN THEORGANIZATION NECESSARY TO EVALUATE SUCH SPECIFICATION)WITHOUT THE WRITTEN PERMISSION OF A&D FIRE. THE CONTENTSOF THIS DOCUMENT ARE NOT TO BE REPRODUCED OR COPIED INWHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF A&DFIRE.DISCLAIMERFIRE SPRINKLER SYSTEM SYMBOL LEGENDAS NOTEDJOB #:SCALE:DRAWN BY:DATE:LAD-1922J. TOPINIOFP-0.1U.S. SEISMIC MAP SEISMIC BRACING CALCULATIONS BUILDING SECTIONS1/8" = 1'-0"ATTACHED TO WOOD BEAMATTACHED TO STEEL BEAM7-Dec-22 SHEET NOTES1. FOR FIRE SPRINKLER GENERAL NOTES SEE FP-0.0.2. FOR SWAY BRACE CALCULATIONS/DETAILS SEE FP-0.23. CONSTRUCTION TYPE IS TYPE COMBUSTIBLE/UNOBSTRUCTED.4. LOCATE HANGERS ON ARMOVERS TO DROPS AND AT END OF LINES MAX. 12"FROM DROP. USE RESTRAINING TYPE HANGER.5.STEEL PIPE BRANCH LINES TO BE RESTRAINED AT INTERVALS NOTEXCEEDING 36' FOR 1", 39' FOR 114", 41' FOR 112", & 45' FOR 2" PIPE.HEAD TYPE:MIN. DIS.FROM CEILINGSTANDARD SPRAYPENDANTMAX. DIS.FROM CEILINGMAX. SPACINGMIN. SPACING1" 12"225 SQ. FT.(LH)6'-0"STANDARD SPRAYUPRIGHT1" 12" 6'-0"130 SQ. FT.(OH)225 SQ. FT.(LH)130 SQ. FT.(OH)MAXIMUM DISTANCE BETWEEN HANGERS PER NFPA 13 2016 ED.NOMINAL PIPE SIZE (IN.)3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" 8"6"12'-0" 12'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0"15'-0"STEEL PIPE SCH. 40/10THR. LIGHTWALL STEELCPVCN/A12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"N/A10'-0" 10'-0" 12'-0" 12'-0" 12'-0" 15'-0" 15'-0"15'-0"8'-0"COPPER TUBEDUCTILE-IRON PIPE6'-0" 6'-6" 7'-0" 8'-0" 9'-0" 10'-0"5'-6"15'-0" 15'-0"15'-0"N/A N/A N/A N/A N/A N/A N/AN/A N/A N/A8'-0"N/A N/A N/ASCALE - NONELINE / MAIN - HANGER DETAIL SCALE - NONEMAIN - HANGER DETAILRISER DETAILTORGLOBE UNIVERSALMANIFOLD W/ TEST &DRAIN, FLOW SWITCH,CONTROL VALVE,CHECK VALVE, AND 300PSI GAUGE. TEST ANDDRAIN 7'-0" AFF MAX.BORFCFCUP TO FEED SYSTEMAT ROOFTYPICAL UPRIGHT DETAILSCALE - NONETYPICAL UPRIGHT DETAILSCALE - NONESCALE - NONELINE / MAIN - HANGER DETAILBA1223444.24.24.35.56677AABCC.7DD.1EE.5FGHKC.75D.2JE.2F.3F.9J.9X1X6X5X4X3X2F.2E.95'050'GRAPHIC SCALES:116"=1'-0"5'025'18"=1'-0"0 12'14"=1'-0"0 6'12"=1'-0"1'0 4'34"=1'-0"1'0 3'1"=1'-0"1'0 2'112"=1'-0"01'3"=1'-0"FIRE SPRINKLER PLAN- LEVEL 1 PIPINGSCALE: 1/8" = 1'-0"LAD1922-WELBE_REV.dwg1601 W ORANGEWOOD AVEAUTHORITY HAVING JURISDICTION# DATE BY REVISIONSWELDED MAIN PIECE NO.WELD BRANCHLINE PC. NO.BRANCH LINE NO.EARTHQUAKE BRACE SYMBOLSHYDRAULIC REF. POINTCENTER-LINE DIMENSIONAUTO SPRINKLER RISERPIPE HANGER LOCATIONHANGER TYPE & LENGTH(SHOWN WHEN REQUIRED)WELBE HEALTH46-805 DUNE PALMS RDFIRE SPRINKLER PLAN- LEVEL 1GOLDENCONSTRUCTIONRIVERSIDE COUNTY FIRELA QUINTA, CA 92253CONTRACTOR:ADDRESS:--SUPERINTENDENT:FROM FLOORCENTER-LINE DIMENSIONFROM DECKPROJECT MAN.:PHONE #:ORANGE, CA 92868714-634-39231069002LICENSE NO.714-634-39271LT 4WAYLATERALLNLONGITUDINAL 4-WAY LINE RESTRAINT-C-16C-16THE INFORMATION CONTAINED IN THIS DOCUMENT IS PROPRIETARYTO A&D FIRE. THIS DOCUMENT IS PREPARED FOR A SPECIFIC SITEAND INCORPORATES CALCULATIONS BASED ON DATA AVAILABLEFROM THE CLIENT AT THIS TIME. BY ACCEPTING AND USING THISDOCUMENT, THE RECIPIENT AGREES TO PROTECT ITS CONTENTSFROM FURTHER DISSEMINATION, (OTHER THAN THAT WITHIN THEORGANIZATION NECESSARY TO EVALUATE SUCH SPECIFICATION)WITHOUT THE WRITTEN PERMISSION OF A&D FIRE. THE CONTENTSOF THIS DOCUMENT ARE NOT TO BE REPRODUCED OR COPIED INWHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF A&DFIRE.DISCLAIMERFIRE SPRINKLER SYSTEM SYMBOL LEGENDAS NOTEDJOB #:SCALE:DRAWN BY:DATE:LAD-1922J. TOPINIOFP-1.03-Mar-23 SHEET NOTES1. FOR FIRE SPRINKLER GENERAL NOTES SEE FP-0.0.2. FOR SWAY BRACE CALCULATIONS/DETAILS SEE FP-0.23. CONSTRUCTION TYPE IS TYPE COMBUSTIBLE/UNOBSTRUCTED.4. LOCATE HANGERS ON ARMOVERS TO DROPS AND AT END OF LINES MAX. 12"FROM DROP. USE RESTRAINING TYPE HANGER.5.STEEL PIPE BRANCH LINES TO BE RESTRAINED AT INTERVALS NOTEXCEEDING 36' FOR 1", 39' FOR 114", 41' FOR 112", & 45' FOR 2" PIPE.HEAD TYPE:MIN. DIS.FROM CEILINGSTANDARD SPRAYPENDANTMAX. DIS.FROM CEILINGMAX. SPACINGMIN. SPACING1" 12"225 SQ. FT.(LH)6'-0"STANDARD SPRAYUPRIGHT1" 12" 6'-0"130 SQ. FT.(OH)225 SQ. FT.(LH)130 SQ. FT.(OH)MAXIMUM DISTANCE BETWEEN HANGERS PER NFPA 13 2016 ED.NOMINAL PIPE SIZE (IN.)3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" 8"6"12'-0" 12'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0"15'-0"STEEL PIPE SCH. 40/10THR. LIGHTWALL STEELCPVCN/A12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"N/A10'-0" 10'-0" 12'-0" 12'-0" 12'-0" 15'-0" 15'-0"15'-0"8'-0"COPPER TUBEDUCTILE-IRON PIPE6'-0" 6'-6" 7'-0" 8'-0" 9'-0" 10'-0"5'-6"15'-0" 15'-0"15'-0"N/A N/A N/A N/A N/A N/A N/AN/A N/A N/A8'-0"N/A N/A N/ASCALE - NONELINE / MAIN - HANGER DETAIL SCALE - NONEMAIN - HANGER DETAILRISER DETAILTORGLOBE UNIVERSALMANIFOLD W/ TEST &DRAIN, FLOW SWITCH,CONTROL VALVE,CHECK VALVE, AND 300PSI GAUGE. TEST ANDDRAIN 7'-0" AFF MAX.BORFCFCUP TO FEED SYSTEMAT ROOFTYPICAL UPRIGHT DETAILSCALE - NONETYPICAL UPRIGHT DETAILSCALE - NONESCALE - NONELINE / MAIN - HANGER DETAILBA1223444.24.24.35.56677AABCC.7DD.1EE.5FGHKC.75D.2JE.2F.3F.9J.9X1X6X5X4X3X2F.2E.99'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF10'-0" AFF10'-0" AFF9'-6" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF10'-0" AFF10'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFFSEE 2ND FLOOR RCP FOR NODES & ROUTING 5'050'GRAPHIC SCALES:116"=1'-0"5'025'18"=1'-0"0 12'14"=1'-0"0 6'12"=1'-0"1'0 4'34"=1'-0"1'0 3'1"=1'-0"1'0 2'112"=1'-0"01'3"=1'-0"FIRE SPRINKLER PLAN- LEVEL 1 REFLECTED CEILING PLANSCALE: 1/8" = 1'-0"LAD1922-WELBE_REV.dwg1601 W ORANGEWOOD AVEAUTHORITY HAVING JURISDICTION# DATE BY REVISIONSWELDED MAIN PIECE NO.WELD BRANCHLINE PC. NO.BRANCH LINE NO.EARTHQUAKE BRACE SYMBOLSHYDRAULIC REF. POINTCENTER-LINE DIMENSIONAUTO SPRINKLER RISERPIPE HANGER LOCATIONHANGER TYPE & LENGTH(SHOWN WHEN REQUIRED)WELBE HEALTH46-805 DUNE PALMS RDFIRE SPRINKLER PLAN- LEVEL 1GOLDENCONSTRUCTIONRIVERSIDE COUNTY FIRELA QUINTA, CA 92253CONTRACTOR:ADDRESS:--SUPERINTENDENT:FROM FLOORCENTER-LINE DIMENSIONFROM DECKPROJECT MAN.:PHONE #:ORANGE, CA 92868714-634-39231069002LICENSE NO.714-634-39271LT 4WAYLATERALLNLONGITUDINAL 4-WAY LINE RESTRAINT-C-16C-16THE INFORMATION CONTAINED IN THIS DOCUMENT IS PROPRIETARYTO A&D FIRE. THIS DOCUMENT IS PREPARED FOR A SPECIFIC SITEAND INCORPORATES CALCULATIONS BASED ON DATA AVAILABLEFROM THE CLIENT AT THIS TIME. BY ACCEPTING AND USING THISDOCUMENT, THE RECIPIENT AGREES TO PROTECT ITS CONTENTSFROM FURTHER DISSEMINATION, (OTHER THAN THAT WITHIN THEORGANIZATION NECESSARY TO EVALUATE SUCH SPECIFICATION)WITHOUT THE WRITTEN PERMISSION OF A&D FIRE. THE CONTENTSOF THIS DOCUMENT ARE NOT TO BE REPRODUCED OR COPIED INWHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF A&DFIRE.DISCLAIMERFIRE SPRINKLER SYSTEM SYMBOL LEGENDAS NOTEDJOB #:SCALE:DRAWN BY:DATE:LAD-1922J. TOPINIOFP-1.13-Mar-23 SHEET NOTES1. FOR FIRE SPRINKLER GENERAL NOTES SEE FP-0.0.2. FOR SWAY BRACE CALCULATIONS/DETAILS SEE FP-0.23. CONSTRUCTION TYPE IS TYPE COMBUSTIBLE/UNOBSTRUCTED.4. LOCATE HANGERS ON ARMOVERS TO DROPS AND AT END OF LINES MAX. 12"FROM DROP. USE RESTRAINING TYPE HANGER.5. STEEL PIPE BRANCH LINES TO BE RESTRAINED AT INTERVALS NOTEXCEEDING 36' FOR 1", 39' FOR 114", 41' FOR 112", & 45' FOR 2" PIPE.HEAD TYPE:MIN. DIS.FROM CEILINGSTANDARD SPRAYPENDANTMAX. DIS.FROM CEILINGMAX. SPACINGMIN. SPACING1" 12"225 SQ. FT.(LH)6'-0"STANDARD SPRAYUPRIGHT1" 12" 6'-0"130 SQ. FT.(OH)225 SQ. FT.(LH)130 SQ. FT.(OH)MAXIMUM DISTANCE BETWEEN HANGERS PER NFPA 13 2016 ED.NOMINAL PIPE SIZE (IN.)3/4"1"1 1/4" 1 1/2"2"2 1/2"3" 4" 8"6"12'-0" 12'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0"15'-0"STEEL PIPE SCH. 40/10THR. LIGHTWALL STEELCPVCN/A12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"N/A10'-0" 10'-0" 12'-0" 12'-0" 12'-0" 15'-0" 15'-0"15'-0"8'-0"COPPER TUBEDUCTILE-IRON PIPE6'-0" 6'-6" 7'-0" 8'-0" 9'-0" 10'-0"5'-6"15'-0" 15'-0"15'-0"N/A N/A N/A N/A N/A N/A N/AN/A N/A N/A8'-0"N/A N/A N/ASCALE - NONELINE / MAIN - HANGER DETAIL SCALE - NONEMAIN - HANGER DETAILRISER DETAILTORGLOBE UNIVERSALMANIFOLD W/ TEST &DRAIN, FLOW SWITCH,CONTROL VALVE,CHECK VALVE, AND 300PSI GAUGE. TEST ANDDRAIN 7'-0" AFF MAX.BORFCFCUP TO FEED SYSTEMAT ROOFTYPICAL UPRIGHT DETAILSCALE - NONETYPICAL UPRIGHT DETAILSCALE - NONESCALE - NONELINE / MAIN - HANGER DETAIL11223444.24.36677AABCC.7DD.1EE.5FGHKC.75D.2JE.2F.3F.9J.9X1X6X5X4X3X2F.2E.9Area 1 - •• • • •• ••••••••••OPEN TO SKY12HKJ.95'050'GRAPHIC SCALES:116"=1'-0"5'025'18"=1'-0"0 12'14"=1'-0"0 6'12"=1'-0"1'0 4'34"=1'-0"1'0 3'1"=1'-0"1'0 2'112"=1'-0"01'3"=1'-0"ROOF CRICKET PLANSCALE: 1/8" = 1'-0"LAD1922-WELBE_REV.dwg1601 W ORANGEWOOD AVEAUTHORITY HAVING JURISDICTION# DATE BY REVISIONSWELDED MAIN PIECE NO.WELD BRANCHLINE PC. NO.BRANCH LINE NO.EARTHQUAKE BRACE SYMBOLSHYDRAULIC REF. POINTCENTER-LINE DIMENSIONAUTO SPRINKLER RISERPIPE HANGER LOCATIONHANGER TYPE & LENGTH(SHOWN WHEN REQUIRED)WELBE HEALTH46-805 DUNE PALMS RDFIRE SPRINKLER PLANGOLDENCONSTRUCTIONRIVERSIDE COUNTY FIRELA QUINTA, CA 92253CONTRACTOR:ADDRESS:--SUPERINTENDENT:FROM FLOORCENTER-LINE DIMENSIONFROM DECKPROJECT MAN.:PHONE #:ORANGE, CA 92868714-634-39231069002LICENSE NO.714-634-39271LT 4WAYLATERALLNLONGITUDINAL 4-WAY LINE RESTRAINT-C-16C-16THE INFORMATION CONTAINED IN THIS DOCUMENT IS PROPRIETARYTO A&D FIRE. THIS DOCUMENT IS PREPARED FOR A SPECIFIC SITEAND INCORPORATES CALCULATIONS BASED ON DATA AVAILABLEFROM THE CLIENT AT THIS TIME. BY ACCEPTING AND USING THISDOCUMENT, THE RECIPIENT AGREES TO PROTECT ITS CONTENTSFROM FURTHER DISSEMINATION, (OTHER THAN THAT WITHIN THEORGANIZATION NECESSARY TO EVALUATE SUCH SPECIFICATION)WITHOUT THE WRITTEN PERMISSION OF A&D FIRE. THE CONTENTSOF THIS DOCUMENT ARE NOT TO BE REPRODUCED OR COPIED INWHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF A&DFIRE.DISCLAIMERFIRE SPRINKLER SYSTEM SYMBOL LEGENDAS NOTEDJOB #:SCALE:DRAWN BY:DATE:LAD-1922J. TOPINIOFP-2.0HYDRAULIC DATA PLATEProject :Date :Location :Sys# :Contractor :Zone :Address : Area :Hazard :Light OR-1 OR-2EX-1EX-2NFPA Standard : System Type :Density/Area: gpm/sf overArea/Sprinkler :sq.ft. allowed.Mfg : Model :Sprinkler Data : Orifice:K-factor Degree:Sprinklers Flowing : gpm allowanceSprinkler:Hose:TOTAL SPRINKLERS ON SYSTEM:SUMMARY OF FLOWEnd Sprinkler Flow : gpm @ psiDischarge of Flow Sprinklers :TOTAL DEMAND BASE OF RISER: ( ) With Hose: With RackgpmgpmSUPPLY DATA :Location :Test By :Test Date :City Static : psi; Residual : psi; Flow : gpmFire Pump Rating :gpm @ psi; Elec. Diesel:PIPE DATAC-Factor : Aboveground=Underground=Sch 40Lt. WallXL CPVCSTORAGECommodity Class : Fig. No. (231-C) :Rack Demand:Backflow Preventer:Max. Hgt: ft. Min Clear Aisle width ft.gpm @ psi @ ref. pointMfg. Model:Curve : Sprinkler/Level to Flowsf/sp. used.gpmgpm @ psiCOPPERPipe Type:sq. ft. areaAREA 1 CALC PLATE3-Mar-23 SHEET NOTES1. FOR FIRE SPRINKLER GENERAL NOTES SEE FP-0.0.2. FOR SWAY BRACE CALCULATIONS/DETAILS SEE FP-0.23. CONSTRUCTION TYPE IS TYPE COMBUSTIBLE/UNOBSTRUCTED.4. LOCATE HANGERS ON ARMOVERS TO DROPS AND AT END OF LINES MAX. 12"FROM DROP. USE RESTRAINING TYPE HANGER.5. STEEL PIPE BRANCH LINES TO BE RESTRAINED AT INTERVALS NOTEXCEEDING 36' FOR 1", 39' FOR 114", 41' FOR 112", & 45' FOR 2" PIPE.HEAD TYPE:MIN. DIS.FROM CEILINGSTANDARD SPRAYPENDANTMAX. DIS.FROM CEILINGMAX. SPACINGMIN. SPACING1" 12"225 SQ. FT.(LH)6'-0"STANDARD SPRAYUPRIGHT1" 12" 6'-0"130 SQ. FT.(OH)225 SQ. FT.(LH)130 SQ. FT.(OH)MAXIMUM DISTANCE BETWEEN HANGERS PER NFPA 13 2016 ED.NOMINAL PIPE SIZE (IN.)3/4"1"1 1/4" 1 1/2"2"2 1/2"3" 4" 8"6"12'-0" 12'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0"15'-0"STEEL PIPE SCH. 40/10THR. LIGHTWALL STEELCPVCN/A12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"N/A10'-0" 10'-0" 12'-0" 12'-0" 12'-0" 15'-0" 15'-0"15'-0"8'-0"COPPER TUBEDUCTILE-IRON PIPE6'-0" 6'-6" 7'-0" 8'-0" 9'-0" 10'-0"5'-6"15'-0" 15'-0"15'-0"N/A N/A N/A N/A N/A N/A N/AN/A N/A N/A8'-0"N/A N/A N/ASCALE - NONELINE / MAIN - HANGER DETAIL SCALE - NONEMAIN - HANGER DETAILRISER DETAILTORGLOBE UNIVERSALMANIFOLD W/ TEST &DRAIN, FLOW SWITCH,CONTROL VALVE,CHECK VALVE, AND 300PSI GAUGE. TEST ANDDRAIN 7'-0" AFF MAX.BORFCFCUP TO FEED SYSTEMAT ROOFTYPICAL UPRIGHT DETAILSCALE - NONETYPICAL UPRIGHT DETAILSCALE - NONESCALE - NONELINE / MAIN - HANGER DETAIL11223444.24.36677AABCC.7DD.1EE.5FGHKC.75D.2JE.2F.3F.9J.9X1X6X5X4X3X2F.2E.917'-2" AFF17'-2" AFF17'-2" AFFArea 2 - •• • •• •••••••••9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFF8'-0" AFF8'-0" AFF9'-0" AFF9'-0" AFF9'-0" AFFOPENOPEN TO SKY12HKJ.95'050'GRAPHIC SCALES:116"=1'-0"5'025'18"=1'-0"0 12'14"=1'-0"0 6'12"=1'-0"1'0 4'34"=1'-0"1'0 3'1"=1'-0"1'0 2'112"=1'-0"01'3"=1'-0"FIRE SPRINKLER PLAN- 2ND FLOOR RCPSCALE: 1/8" = 1'-0"LAD1922-WELBE_REV.dwg1601 W ORANGEWOOD AVEAUTHORITY HAVING JURISDICTION# DATE BY REVISIONSWELDED MAIN PIECE NO.WELD BRANCHLINE PC. NO.BRANCH LINE NO.EARTHQUAKE BRACE SYMBOLSHYDRAULIC REF. POINTCENTER-LINE DIMENSIONAUTO SPRINKLER RISERPIPE HANGER LOCATIONHANGER TYPE & LENGTH(SHOWN WHEN REQUIRED)WELBE HEALTH46-805 DUNE PALMS RDFIRE SPRINKLER PLANGOLDENCONSTRUCTIONRIVERSIDE COUNTY FIRELA QUINTA, CA 92253CONTRACTOR:ADDRESS:--SUPERINTENDENT:FROM FLOORCENTER-LINE DIMENSIONFROM DECKPROJECT MAN.:PHONE #:ORANGE, CA 92868714-634-39231069002LICENSE NO.714-634-39271LT 4WAYLATERALLNLONGITUDINAL 4-WAY LINE RESTRAINT-C-16C-16THE INFORMATION CONTAINED IN THIS DOCUMENT IS PROPRIETARYTO A&D FIRE. THIS DOCUMENT IS PREPARED FOR A SPECIFIC SITEAND INCORPORATES CALCULATIONS BASED ON DATA AVAILABLEFROM THE CLIENT AT THIS TIME. BY ACCEPTING AND USING THISDOCUMENT, THE RECIPIENT AGREES TO PROTECT ITS CONTENTSFROM FURTHER DISSEMINATION, (OTHER THAN THAT WITHIN THEORGANIZATION NECESSARY TO EVALUATE SUCH SPECIFICATION)WITHOUT THE WRITTEN PERMISSION OF A&D FIRE. THE CONTENTSOF THIS DOCUMENT ARE NOT TO BE REPRODUCED OR COPIED INWHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF A&DFIRE.DISCLAIMERFIRE SPRINKLER SYSTEM SYMBOL LEGENDAS NOTEDJOB #:SCALE:DRAWN BY:DATE:LAD-1922J. TOPINIOFP-2.1HYDRAULIC DATA PLATEProject :Date :Location :Sys# :Contractor :Zone :Address : Area :Hazard :Light OR-1 OR-2 EX-1EX-2NFPA Standard : System Type :Density/Area: gpm/sf overArea/Sprinkler : sq.ft. allowed.Mfg : Model :Sprinkler Data : Orifice:K-factor Degree:Sprinklers Flowing :gpm allowanceSprinkler:Hose:TOTAL SPRINKLERS ON SYSTEM:SUMMARY OF FLOWEnd Sprinkler Flow : gpm @ psiDischarge of Flow Sprinklers :TOTAL DEMAND BASE OF RISER: ( ) With Hose: With RackgpmgpmSUPPLY DATA :Location :Test By :Test Date :City Static : psi; Residual : psi; Flow : gpmFire Pump Rating : gpm @ psi; Elec.Diesel:PIPE DATAC-Factor : Aboveground=Underground=Sch 40Lt. WallXL CPVCSTORAGECommodity Class : Fig. No. (231-C) :Rack Demand:Backflow Preventer:Max. Hgt: ft. Min Clear Aisle width ft.gpm @ psi @ ref. pointMfg. Model:Curve : Sprinkler/Level to Flowsf/sp. used.gpmgpm @ psiCOPPERPipe Type:sq. ft. areaAREA 2 CALC PLATE- FLEX PROOF3-Mar-23ROOF CRICKET PLANSCALE: 1/8" = 1'-0" A&D FIRE C-16 1069002 1601 W ORANGEWOOD AVE ORANGE, CA 92868 714-634-3923 Job Name : LAD1922-WELBE_AREA 1 Drawing : Location : Remote Area : Contract : Data File : LAD1922-WELBE_REV Area 1.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 A&D FIREPage 1 LAD1922-WELBE_AREA 1Date 10203040E50R60U70S80S90E100R110P120130140150300 600 900 1200 1500 1800 2100 2400 2700FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 86 C2 - Residual Pressure: 80 C2 - Residual Flow : 2250 D1 - Elevation : 8.987 D2 - System Flow : 403.239 D2 - System Pressure : 73.439 Hose ( Demand ) : 250 D3 - System Demand : 653.239 Safety Margin : 11.952 D1D2D3Water Supply CurveComputer Programs by Hydratec Inc. Revision: 50.5520.727 A&D FIREPage 2 LAD1922-WELBE_AREA 1Date Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 6071 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Revision: 50.5520.727 A&D FIRE Page 3 LAD1922-WELBE_AREA 1 Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 86.0 80 2250.0 85.391 653.24 73.439 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 17.75 5.6 18.37 24.0 0.2 120 2 17.75 19.78 3 17.75 20.38 4 17.75 21.37 5 17.75 23.17 6 16.75 26.27 7 7.75 40.59 8 7.75 46.93 9 21.5 43.75 TOR2 21.5 58.55 BOR 0.6 68.95 UG1 -3.0 71.03 UG2 -3.0 72.62 SRC -3.0 73.44 250.0 10 17.75 5.6 18.66 24.19 0.2 120 11 17.75 19.54 12 17.75 5.6 18.93 24.36 0.2 120 13 17.75 5.6 19.85 24.95 0.2 120 14 17.75 5.6 19.76 24.89 0.2 120 15 17.75 5.6 20.01 25.05 0.2 120 16 17.75 5.6 20.94 25.62 0.2 120 17 17.75 23.27 18 16.75 25.37 19 17.75 5.6 19.95 25.01 0.2 120 20 17.75 5.6 20.2 25.17 0.2 120 21 17.75 5.6 21.13 25.74 0.2 120 22 17.75 22.73 23 16.75 24.84 24 16.75 25.03 25 17.75 5.6 20.11 25.11 0.2 120 26 17.75 5.6 20.37 25.27 0.2 120 27 17.75 5.6 21.3 25.85 0.2 120 28 17.75 22.91 29 16.75 5.6 21.06 25.7 0.2 120 30 16.75 5.6 21.33 25.86 0.2 120 31 16.75 5.6 22.31 26.45 0.2 120 32 16.75 24.78 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.5520.727 A&D FIRE Page 4 LAD1922-WELBE_AREA 1 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 1 17.75 5.60 24.00 1 T 5.0 2.750 120 18.367 to 5.000 0.0 2 17.75 24.0 1.049 7.750 0.1823 1.413 Vel = 8.91 2 17.75 24.19 1.5 9.000 120 19.780 to 0.0 3 17.75 48.19 1.682 9.000 0.0664 0.598 Vel = 6.96 3 17.75 24.36 1.5 7.000 120 20.378 to 0.0 4 17.75 72.55 1.682 7.000 0.1417 0.992 Vel = 10.48 4 17.75 24.95 1.5 E 4.95 2.390 120 21.370 to 4.950 0.0 5 17.75 97.5 1.682 7.340 0.2446 1.795 Vel = 14.08 5 17.75 0.0 1.5 T 9.9 1.000 120 23.165 to 9.900 0.433 6 16.75 97.5 1.682 10.900 0.2447 2.667 Vel = 14.08 6 16.75 305.74 3 3E 28.223 49.180 120 26.265 to 28.223 3.898 7 7.750 403.24 3.26 77.403 0.1348 10.431 Vel = 15.50 7 7.750 0.0 3 T 20.159 26.880 120 40.594 to 20.159 0.0 8 7.750 403.24 3.26 47.039 0.1348 6.340 Vel = 15.50 8 7.750 0.0 3 2E 18.815 1.750 120 46.934 to 18.815 -5.955 9 21.500 403.24 3.26 20.565 0.1347 2.771 Vel = 15.50 9 21.500 0.0 3 2E 18.815 91.010 120 43.750 to 18.815 0.0 TOR2 21.500 403.24 3.26 109.825 0.1348 14.800 Vel = 15.50 TOR2 21.500 0.0 4 B 15.8 21.000 120 58.550 to 15.800 9.052 BOR .600 403.24 4.26 36.800 0.0366 1.348 Vel = 9.08 BOR .600 0.0 4 L 8.72 7.000 140 68.950 to 8.720 1.559 UG1 -3 403.24 4.1 15.720 0.0331 0.521 Vel = 9.80 UG1 -3 0.0 4 T 38.446 25.000 150 71.030 to 38.446 0.0 UG2 -3 403.24 4.23 63.446 0.0251 1.592 Vel = 9.21 UG2 -3 0.0 6 F 10.791 153.583 150 72.622 to 2L 27.75 38.540 0.0 SRC -3 403.24 6.09 192.123 0.0043 0.817 Vel = 4.44 250.00 Qa = 250.00 SRC 653.24 73.439 K Factor = 76.23 10 17.75 5.60 24.19 1 E 2.0 2.750 120 18.660 to 2.000 0.0 11 17.75 24.19 1.049 4.750 0.1851 0.879 Vel = 8.98 11 17.75 0.0 1.5 13.000 120 19.539 to 0.0 2 17.75 24.19 1.682 13.000 0.0185 0.241 Vel = 3.49 0.0 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 A&D FIRE Page 5 LAD1922-WELBE_AREA 1 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 2 24.19 19.780 K Factor = 5.44 12 17.75 5.60 24.36 1 T 5.0 2.750 120 18.926 to 5.000 0.0 3 17.75 24.36 1.049 7.750 0.1874 1.452 Vel = 9.04 0.0 3 24.36 20.378 K Factor = 5.40 13 17.75 5.60 24.95 1 T 5.0 2.750 120 19.851 to 5.000 0.0 4 17.75 24.95 1.049 7.750 0.1960 1.519 Vel = 9.26 0.0 4 24.95 21.370 K Factor = 5.40 14 17.75 5.60 24.89 1.5 13.000 120 19.759 to 0.0 15 17.75 24.89 1.682 13.000 0.0195 0.254 Vel = 3.59 15 17.75 5.60 25.05 1.5 13.000 120 20.013 to 0.0 16 17.75 49.94 1.682 13.000 0.0710 0.923 Vel = 7.21 16 17.75 5.60 25.63 1.5 T 9.9 5.390 120 20.936 to 9.900 0.0 17 17.75 75.57 1.682 15.290 0.1527 2.335 Vel = 10.91 17 17.75 0.0 1.5 T 9.9 1.000 120 23.271 to 9.900 0.433 18 16.75 75.57 1.682 10.900 0.1527 1.664 Vel = 10.91 18 16.75 230.17 3 11.110 120 25.368 to 0.0 6 16.75 305.74 3.26 11.110 0.0807 0.897 Vel = 11.75 0.0 6 305.74 26.265 K Factor = 59.66 19 17.75 5.60 25.01 1.5 13.000 120 19.946 to 0.0 20 17.75 25.01 1.682 13.000 0.0197 0.256 Vel = 3.61 20 17.75 5.60 25.17 1.5 13.000 120 20.202 to 0.0 21 17.75 50.18 1.682 13.000 0.0716 0.931 Vel = 7.25 21 17.75 5.60 25.74 1.5 E 4.95 5.390 120 21.133 to 4.950 0.0 22 17.75 75.92 1.682 10.340 0.1541 1.593 Vel = 10.96 22 17.75 0.0 1.5 T 9.9 1.000 120 22.726 to 9.900 0.433 23 16.75 75.92 1.682 10.900 0.1540 1.679 Vel = 10.96 23 16.75 78.02 3 8.640 120 24.838 to 0.0 24 16.75 153.94 3.26 8.640 0.0227 0.196 Vel = 5.92 24 16.75 76.23 3 7.000 120 25.034 to 0.0 18 16.75 230.17 3.26 7.000 0.0477 0.334 Vel = 8.85 0.0 18 230.17 25.368 K Factor = 45.70 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 A&D FIRE Page 6 LAD1922-WELBE_AREA 1 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 25 17.75 5.60 25.11 1.5 13.000 120 20.108 to 0.0 26 17.75 25.11 1.682 13.000 0.0199 0.259 Vel = 3.63 26 17.75 5.60 25.27 1.5 13.000 120 20.367 to 0.0 27 17.75 50.38 1.682 13.000 0.0722 0.938 Vel = 7.27 27 17.75 5.60 25.85 1.5 E 4.95 5.390 120 21.305 to 4.950 0.0 28 17.750 76.23 1.682 10.340 0.1551 1.604 Vel = 11.01 28 17.750 0.0 1.5 T 9.9 1.000 120 22.909 to 9.900 0.433 24 16.75 76.23 1.682 10.900 0.1552 1.692 Vel = 11.01 0.0 24 76.23 25.034 K Factor = 15.24 29 16.75 5.60 25.70 1.5 13.000 120 21.060 to 0.0 30 16.75 25.7 1.682 13.000 0.0207 0.269 Vel = 3.71 30 16.75 5.60 25.86 1.5 13.000 120 21.329 to 0.0 31 16.75 51.56 1.682 13.000 0.0753 0.979 Vel = 7.44 31 16.75 5.60 26.45 1.5 T 9.9 5.390 120 22.308 to 9.900 0.0 32 16.750 78.01 1.682 15.290 0.1619 2.476 Vel = 11.26 32 16.750 0.0 3 8.290 120 24.784 to 0.0 23 16.75 78.01 3.26 8.290 0.0065 0.054 Vel = 3.00 0.0 23 78.01 24.838 K Factor = 15.65 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 A&D FIRE C-16 1069002 1601 W ORANGEWOOD AVE ORANGE, CA 92868 714-634-3923 Job Name : LAD1922-WELBE_AREA 2 Drawing : Location : Remote Area : Contract : Data File : LAD1922-WELBE_REV Area 2.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 A&D FIREPage 1 LAD1922-WELBE_AREA 2Date 10203040E50R60U70S80S90E100R110P120130140150300 600 900 1200 1500 1800 2100 2400 2700FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 86 C2 - Residual Pressure: 80 C2 - Residual Flow : 2250 D1 - Elevation : 8.879 D2 - System Flow : 255.799 D2 - System Pressure : 55.501 Hose ( Demand ) : 100 D3 - System Demand : 355.799 Safety Margin : 30.301 D1D2D3Water Supply CurveComputer Programs by Hydratec Inc. Revision: 50.5520.727 A&D FIREPage 2 LAD1922-WELBE_AREA 2Date Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 6071 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Revision: 50.5520.727 A&D FIRE Page 3 LAD1922-WELBE_AREA 2 Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 86.0 80 2250.0 85.802 355.8 55.501 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 200 17.5 5.6 16.14 22.5 0.1 225 201 17.75 21.58 202 17.75 22.75 203 17.75 22.88 204 17.75 23.58 205 17.75 24.59 206 17.75 26.24 207 16.75 29.04 208 16.75 29.26 209 19.75 33.5 210 19.75 36.23 211 21.5 36.67 TOR2 21.5 43.05 BOR 0.5 52.72 UG1 -3.0 54.46 UG2 -3.0 55.15 SRC -3.0 55.5 100.0 212 17.5 5.6 16.24 22.57 0.1 225 213 17.75 21.7 214 17.5 5.6 16.75 22.92 0.1 225 215 17.75 22.37 216 17.5 5.6 17.47 23.41 0.1 225 217 17.75 23.33 218 17.5 5.6 16.38 22.66 0.1 225 219 17.75 21.89 220 17.75 22.89 221 17.75 23.02 222 17.75 23.74 223 17.75 24.75 224 17.75 26.43 225 17.5 5.6 16.48 22.73 0.1 225 226 17.75 22.01 227 17.5 5.6 16.99 23.09 0.1 225 228 17.75 22.7 229 17.5 5.6 17.74 23.58 0.1 225 230 17.75 23.67 231 16.5 5.6 18.19 23.89 0.1 225 232 16.75 24.27 233 16.75 25.58 234 16.75 26.38 235 16.75 28.99 236 16.5 5.6 18.67 24.2 0.1 225 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.5520.727 A&D FIRE Page 4 LAD1922-WELBE_AREA 2 Date NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 237 16.75 24.91 238 16.75 25.38 239 16.5 5.6 18.77 24.26 0.1 225 240 16.75 25.03 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.5520.727 A&D FIRE Page 5 LAD1922-WELBE_AREA 2 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 200 17.5 5.60 22.50 1 E 2.0 0.250 120 16.143 to Eql 32.0 34.000 -0.108 201 17.75 22.5 1.049 34.250 0.1618 5.542 Vel = 8.35 201 17.75 0.0 1 T 5.0 2.250 120 21.577 to 5.000 0.0 202 17.75 22.5 1.049 7.250 0.1618 1.173 Vel = 8.35 202 17.75 0.0 1.5 8.000 120 22.750 to 0.0 203 17.75 22.5 1.682 8.000 0.0162 0.130 Vel = 3.25 203 17.75 22.57 1.5 12.000 120 22.880 to 0.0 204 17.75 45.07 1.682 12.000 0.0587 0.704 Vel = 6.51 204 17.75 22.91 1.5 8.000 120 23.584 to 0.0 205 17.75 67.98 1.682 8.000 0.1255 1.004 Vel = 9.82 205 17.75 23.41 1.5 E 4.95 2.650 120 24.588 to 4.950 0.0 206 17.75 91.39 1.682 7.600 0.2171 1.650 Vel = 13.20 206 17.75 0.0 1.5 T 9.9 1.000 120 26.238 to 9.900 0.433 207 16.75 91.39 1.682 10.900 0.2171 2.366 Vel = 13.20 207 16.75 72.35 3 8.640 120 29.037 to 0.0 208 16.75 163.74 3.26 8.640 0.0255 0.220 Vel = 6.29 208 16.75 92.06 3 3E 28.223 67.290 120 29.257 to 28.223 -1.299 209 19.75 255.8 3.26 95.513 0.0581 5.545 Vel = 9.83 209 19.75 0.0 3 T 20.159 26.880 120 33.503 to 20.159 0.0 210 19.75 255.8 3.26 47.039 0.0581 2.731 Vel = 9.83 210 19.75 0.0 3 2E 18.815 1.750 120 36.234 to 18.815 -0.758 211 21.5 255.8 3.26 20.565 0.0581 1.194 Vel = 9.83 211 21.5 0.0 3 2E 18.815 91.010 120 36.670 to 18.815 0.0 TOR2 21.500 255.8 3.26 109.825 0.0581 6.377 Vel = 9.83 TOR2 21.500 0.0 4 B 15.8 21.000 120 43.047 to 15.800 9.095 BOR .500 255.8 4.26 36.800 0.0158 0.581 Vel = 5.76 BOR .500 0.0 4 L 8.72 7.000 140 52.723 to 8.720 1.516 UG1 -3 255.8 4.1 15.720 0.0142 0.224 Vel = 6.22 UG1 -3 0.0 4 T 38.446 25.000 150 54.463 to 38.446 0.0 UG2 -3 255.8 4.23 63.446 0.0108 0.686 Vel = 5.84 UG2 -3 0.0 6 F 10.791 153.583 150 55.149 to 2L 27.75 38.540 0.0 SRC -3 255.8 6.09 192.123 0.0018 0.352 Vel = 2.82 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 A&D FIRE Page 6 LAD1922-WELBE_AREA 2 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 100.00 Qa = 100.00 SRC 355.80 55.501 K Factor = 47.76 212 17.5 5.60 22.57 1 E 2.0 0.250 120 16.237 to Eql 32.0 34.000 -0.108 213 17.75 22.57 1.049 34.250 0.1627 5.572 Vel = 8.38 213 17.75 0.0 1 T 5.0 2.250 120 21.701 to 5.000 0.0 203 17.75 22.57 1.049 7.250 0.1626 1.179 Vel = 8.38 0.0 203 22.57 22.880 K Factor = 4.72 214 17.5 5.60 22.92 1 E 2.0 0.250 120 16.746 to Eql 32.0 34.000 -0.108 215 17.75 22.92 1.049 34.250 0.1674 5.733 Vel = 8.51 215 17.75 0.0 1 T 5.0 2.250 120 22.371 to 5.000 0.0 204 17.75 22.92 1.049 7.250 0.1673 1.213 Vel = 8.51 0.0 204 22.92 23.584 K Factor = 4.72 216 17.5 5.60 23.41 1 E 2.0 0.250 120 17.472 to Eql 32.0 34.000 -0.108 217 17.75 23.41 1.049 34.250 0.1741 5.962 Vel = 8.69 217 17.75 0.0 1 T 5.0 2.250 120 23.326 to 5.000 0.0 205 17.75 23.41 1.049 7.250 0.1741 1.262 Vel = 8.69 0.0 205 23.41 24.588 K Factor = 4.72 218 17.5 5.60 22.66 1 E 2.0 0.250 120 16.379 to Eql 32.0 34.000 -0.108 219 17.75 22.66 1.049 34.250 0.1640 5.617 Vel = 8.41 219 17.75 0.0 1 T 5.0 1.110 120 21.888 to 5.000 0.0 220 17.75 22.66 1.049 6.110 0.1640 1.002 Vel = 8.41 220 17.75 0.0 1.5 8.000 120 22.890 to 0.0 221 17.75 22.66 1.682 8.000 0.0165 0.132 Vel = 3.27 221 17.75 22.73 1.5 12.000 120 23.022 to 0.0 222 17.75 45.39 1.682 12.000 0.0594 0.713 Vel = 6.55 222 17.75 23.09 1.5 8.000 120 23.735 to 0.0 223 17.75 68.48 1.682 8.000 0.1272 1.018 Vel = 9.89 223 17.75 23.58 1.5 E 4.95 2.650 120 24.753 to 4.950 0.0 224 17.75 92.06 1.682 7.600 0.2200 1.672 Vel = 13.29 224 17.75 0.0 1.5 T 9.9 1.000 120 26.425 to 9.900 0.433 208 16.75 92.06 1.682 10.900 0.2201 2.399 Vel = 13.29 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 A&D FIRE Page 7 LAD1922-WELBE_AREA 2 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 208 92.06 29.257 K Factor = 17.02 225 17.5 5.60 22.73 1 E 2.0 0.250 120 16.475 to Eql 32.0 34.000 -0.108 226 17.75 22.73 1.049 34.250 0.1649 5.647 Vel = 8.44 226 17.75 0.0 1 T 5.0 1.110 120 22.014 to 5.000 0.0 221 17.75 22.73 1.049 6.110 0.1650 1.008 Vel = 8.44 0.0 221 22.73 23.022 K Factor = 4.74 227 17.5 5.60 23.09 1 E 2.0 0.250 120 16.995 to Eql 32.0 34.000 -0.108 228 17.75 23.09 1.049 34.250 0.1697 5.811 Vel = 8.57 228 17.75 0.0 1 T 5.0 1.110 120 22.698 to 5.000 0.0 222 17.75 23.09 1.049 6.110 0.1697 1.037 Vel = 8.57 0.0 222 23.09 23.735 K Factor = 4.74 229 17.5 5.60 23.58 1 E 2.0 0.250 120 17.737 to Eql 32.0 34.000 -0.108 230 17.75 23.58 1.049 34.250 0.1765 6.046 Vel = 8.75 230 17.75 0.0 1 T 5.0 1.110 120 23.675 to 5.000 0.0 223 17.75 23.58 1.049 6.110 0.1764 1.078 Vel = 8.75 0.0 223 23.58 24.753 K Factor = 4.74 231 16.5 5.60 23.89 1 E 2.0 0.250 120 18.193 to Eql 32.0 34.000 -0.108 232 16.75 23.89 1.049 34.250 0.1807 6.190 Vel = 8.87 232 16.75 0.0 1 T 5.0 2.240 120 24.275 to 5.000 0.0 233 16.75 23.89 1.049 7.240 0.1807 1.308 Vel = 8.87 233 16.75 24.20 1.5 12.000 120 25.583 to 0.0 234 16.75 48.09 1.682 12.000 0.0662 0.794 Vel = 6.94 234 16.75 24.26 1.5 T 9.9 8.650 120 26.377 to 9.900 0.0 235 16.75 72.35 1.682 18.550 0.1409 2.613 Vel = 10.45 235 16.75 0.0 3 8.290 120 28.990 to 0.0 207 16.75 72.35 3.26 8.290 0.0057 0.047 Vel = 2.78 0.0 207 72.35 29.037 K Factor = 13.43 236 16.5 5.60 24.20 1 E 2.0 0.250 120 18.675 to Eql 32.0 34.000 -0.108 237 16.75 24.2 1.049 34.250 0.1851 6.341 Vel = 8.98 237 16.75 0.0 1 2.570 120 24.908 to 0.0 238 16.75 24.2 1.049 2.570 0.1852 0.476 Vel = 8.98 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 A&D FIRE Page 8 LAD1922-WELBE_AREA 2 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 238 16.75 0.0 1.5 10.740 120 25.384 to 0.0 233 16.75 24.2 1.682 10.740 0.0185 0.199 Vel = 3.49 0.0 233 24.20 25.583 K Factor = 4.78 239 16.5 5.60 24.26 1 E 2.0 0.250 120 18.768 to Eql 32.0 34.000 -0.108 240 16.75 24.26 1.049 34.250 0.1860 6.371 Vel = 9.01 240 16.75 0.0 1 T 5.0 2.240 120 25.031 to 5.000 0.0 234 16.75 24.26 1.049 7.240 0.1859 1.346 Vel = 9.01 0.0 234 24.26 26.377 K Factor = 4.72 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.5520.727 WELBE HEALTH 46-805 DUNE PALMS RD LA QUINTA, CA 92253 Install Fire Sprinklers MANUFACTURE’S DATA SHEETS ** Materials of equal design, utility, and performance may be substituted for submitted materials so as to avoid delays in the construction schedule and shall be deemed accepted by the Purchaser. FIRE SPRINKLER SUBMITTAL TABLE OF CONTENTS SECTION #1: DATA SHEETS 1. FIRE SPRINKLERS. 2. PIPE. 3. FITTINGS. 4. HANGERS. 1) FIRE SPRINKLERS Technical Specifications: Models: V2703, V2704, V2707, V2708 Style: Pendent, Upright or Recessed Pendent Nominal Orifice Size: 1/2"/13 mm K Factor: 5.6 Imp./8.1 S.I.1 Nominal Thread Size: 1/2" NPT/15 mm Max. Working Pressure: • 175 psi/1200 kPa (FM) • 250 psi/1725 kPa (UL) Factory Hydrostatic Test: 100% @ 500 psi/3450 kPa Min. Operating Pressure: • 7 psi/48 kPa • 0.35 bar/5 psi (VdS for upright only) Temperature Rating: See chart 1 For K-Factor when pressure is measured in Bar, multiply S.I. units by 10.0. Standard Spray Upright, Pendent and Recessed Pendent Standard and Quick Response V2703/V2704 Upright V2707/V2708 Pendent V2707/V2708 Recessed Pendent Approvals/Listings: See Victaulic Publication 10.01 for more details. Product Description: These Model V27 standard spray sprinklers are designed to produce a hemispherical spray pattern for standard commercial applications. They are available with either standard or quick response bulbs. It is cast with a hex-shaped wrench boss to allow easy tightening from many angles, reducing assembly effort. This sprinkler is available in various temperature ratings (see chart on page 3) and finishes to meet many design requirements. The recessed pendent should be utilized with a Model V27 recessed escutcheon which provides up to 3 /4"/19 mm of adjustments. Coverage For coverage area and sprinkler placement, refer to NFPA 13 or applicable standard. Exaggerated for clarityExaggerated for clarity 0786 FireLock ® V27, K5.6 Models V2703, V2707, V2704, V2708 40.10 1 victaulic.com | Sprinklers | FireLock® | K5.6, V27 | Publication 40.10 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. Job/Owner System No. Location Contractor Submitted By Date Engineer Spec Section Paragraph Approved Date Material Specifications: Upright Deflector: Bronze per UNS C11000 Pendent Deflector: Bronze per UNS C51000 Bulb: Glass with glycerin solution Bulb Nominal Diameter: Standard: 5.0 mm Quick Response: 3.0 mm Load Screw: Bronze per UNS C65100 Pip Cap: Bronze per UNS C65100 Spring: Beryllium nickel Seal: Teflon 2 tape Frame: Die cast brass 65-30 Lodgement Spring: Stainless steel per UNS S30200 Accessories Installation Wrench: Open End: V27 Recessed: V27-2 Sprinkler Finishes: Plain Brass Chrome plated White painted3 Black painted3 Custom painted3 Proprietary Nickel Teflon2 coating3 VC-250 4 155, 200, 286 SR Only: Wax3 For cabinets and other accessories refer to separate sheet. 2 Teflon is a registered trademark of Dupont Co. 3 UL Listed for corrosion resistance. 4 UL Listed and FM Approved for corrosion resistance. 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 2 victaulic.com | Sprinklers | FireLock® | K5.6, V27 | Publication 40.10 Approvals/Listings: APPROVALS/LISTINGS Model V2703 V2707 V2707 V2704 V2708 V2708 7 Orifice Size (inches)1/2”1/2”1/2”1/2”1/2”1/2” Orifice Size (mm)13 13 13 13 13 13 Nominal K Factor Imperial 5.6 5.6 5.6 5.6 5.6 5.6 Nominal K Factor S.I.5 8.1 8.1 8.1 8.1 8.1 8.1 Response Standard Standard Standard Quick Quick Quick Deflector Type Upright Pendent Recessed Pendent Upright Pendent Recessed Pendent Approved Temperature Ratings F°/C° cULus 135°F/57°C 155°F/68°C 175°F/79°C 200°F/93°C 286°F/141°C 360°F/182°C 135°F/57°C 155°F/68°C 175°F/79°C 200°F/93°C 286°F/141°C 360°F/182°C 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 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 FM 135°F/57°C 155°F/68°C 175°F/79°C 200°F/93°C 286°F/141°C 360°F/182°C 135°F/57°C 155°F/68°C 175°F/79°C 200°F/93°C 286°F/141°C 360°F/182°C 135°F/57°C 155°F/68°C 175°F/79°C 200°F/93°C 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 135°F/57°C 155°F/68°C 175°F/79°C 200°F/93°C NYC/MEA 62-99-E 135°F/57°C 155°F/68°C 175°F/79°C 200°F/93°C 286°F/141°C 360°F/182°C 135°F/57°C 155°F/68°C 175°F/79°C 200°F/93°C 286°F/141°C 360°F/182°C 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 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 CSFM 7690-0531:112 135°F/57°C 155°F/68°C 175°F/79°C 200°F/93°C 286°F/141°C 360°F/182°C 135°F/57°C 155°F/68°C 175°F/79°C 200°F/93°C 286°F/141°C 360°F/182°C 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 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 LPCB 135°F/57°C 155°F/68°C 175°F/79°C 200°F/93°C 286°F/141°C 360°F/182°C None None 135°F/57°C 155°F/68°C 175°F/79°C 200°F/93°C None None VNIIPO 135°F/57°C 155°F/68°C 175°F/79°C 200°F/93°C 286°F/141°C 360°F/182°C 135°F/57°C 155°F/68°C 175°F/79°C 200°F/93°C 286°F/141°C 360°F/182°C 135°F/57°C 155°F/68°C 175°F/79°C 200°F/93°C 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 135°F/57°C 155°F/68°C 175°F/79°C 200°F/93°C CCC ZSTZ 155°F/68°C 200°F/93°C ZSTX 155°F/68°C 200°F/93°C None K-ZSTZ 155°F/68°C 200°F/93°C K-ZSTZ 155°F/68°C 200°F/93°C None VdS 135°F/57°C 155°F/68°C 175°F/79°C 200°F/93°C 286°F/141°C 360°F/182°C None None 135°F/57°C 155°F/68°C 175°F/79°C 200°F/93°C 286°F/141°C None None CE 135°F/57°C 155°F/68°C 175°F/79°C 200°F/93°C 286°F/141°C 360°F/182°C None None 135°F/57°C 155°F/68°C 175°F/79°C 200°F/93°C 286°F/141°C None None 5 For K Factor when pressure is measured in Bar, multiply S.I. units by 10.0 7 FM Approved with 1/2” adjustment escutcheon only - quick response Note: Listings and Approvals as of printing. All are approved open. 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 3 victaulic.com | Sprinklers | FireLock® | K5.6, V27 | Publication 40.10 Dimensions: Standard Pendent – V2707, V2708 Standard Upright – V2703, V2704 1⁄"/ 41 mm 1"/ 25 mm 2⁄"/ 60 mm 1⁄"/ 41 mm2⁄"/ 60 mm 1⁄"/ 37 mm 2⁄"/60 mmMax. Hole 2"/51 mmMin. Hole 1⁄"/ 43 mm 2⁄"/ 75 mm Typical Ceiling Tile Finished Surface MAXIMUM EXTENSION 1⁄"/ 30 mm 1⁄"/ 30 mm MAXIMUM RECESS ⁄"/ 17 mm 2⁄"/60 mmMax. Hole 2"/51 mmMin. Hole ⁄"/18 mm 2⁄"/ 75 mm ⁄"/ 24 mm Typical Ceiling Tile Finished Surface MAXIMUM EXTENSION 1⁄"/ 37 mm ⁄"/ 24 mm MAXIMUM RECESS 1/2" Adjustment Recessed – V2707, V2708 (drawing not to scale) ¾" Adjustment Recessed – V2707, V2708 (drawing not to scale) 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 4 victaulic.com | Sprinklers | FireLock® | K5.6, V27 | Publication 40.10 Models V2703, V2704 K5.6 Standard Upright Distribution Patterns – Trajectory NOTES: A. Data shown is approximate and can vary due to differences in installation. B. These graphs illustrate approximate trajectories, floor-wetting, and wall-wetting patterns for these specific Victaulic FireLock Automatic Sprinklers. They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to the appropriate NFPA National Fire Code or the Authority Having Jurisdiction for specific information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the performance of the sprinkler and will void all Listings, Approvals and Warranties. C. All patterns are symmetrical to the centerline of the waterway. Distribution Patterns: Models V2707, V2708 K5.6 Standard Pendent and Recessed Pendent Distribution Patterns – Trajectory 10'3,0 m 0 2'0,6 m 4'1,2 m 6'1,8 m 8'2,4 m 10'3,0 m 12'3,7 m 14'4,3 m2'0,6 m 4'1,2 m 6'1,8 m 8'2,4 m 7 psi 48 kPa 15 psi 103 kPa 30 psi 207 kPa 10'3,0 m 0 2'0,6 m 4'1,2 m 6'1,8 m 8'2,4 m 10'3,0 m 12'3,7 m 14'4,3 m2'0,6 m 4'1,2 m 6'1,8 m 8'2,4 m 7 psi 48 kPa 15 psi 103 kPa 30 psi 207 kPa 10'3,0 m 0 2' 0,6 m 4'1,2 m 6'1,8 m 8'2,4 m 10'3,0 m 12'3,7 m 14'4,3 m2'0,6 m 4'1,2 m 6'1,8 m 8'2,4 m 7 psi 48 kPa 15 psi 103 kPa 30 psi 207 kPa 7 psi 48 kPa 15 psi 103 kPa 30 psi 207 kPa 10' 3.0m 0 2' 0.6m 4' 1.2m 6' 1.8m 8' 2.4m 3.0m 3.7m 4.3m 4.9m0.6m 1.2m 1.8m 2.4m 10'12'14'16'2'4'6'8' 7 psi 48 kPa 15 psi 103 kPa 30 psi 207 kPa 10' 3.0m 0 2' 0.6m 4' 1.2m 6' 1.8m 8' 2.4m 3.0m 3.7m 4.3m0.6m 1.2m 1.8m 2.4m 10'12'14'2'4'6'8' 10'3,0 m 0 2'0,6 m 4'1,2 m 6'1,8 m 8'2,4 m 10'3,0 m 12'3,7 m 14'4,3 m2'0,6 m 4'1,2 m 6'1,8 m 8'2,4 m 7 psi 48 kPa 15 psi 103 kPa 30 psi 207 kPa 10'3,0 m 0 2'0,6 m 4'1,2 m 6'1,8 m 8'2,4 m 10'3,0 m 12'3,7 m 14'4,3 m2'0,6 m 4'1,2 m 6'1,8 m 8'2,4 m 7 psi 48 kPa 15 psi 103 kPa 30 psi 207 kPa 10'3,0 m 0 2'0,6 m 4' 1,2 m 6'1,8 m 8'2,4 m 10' 3,0 m 12' 3,7 m 14' 4,3 m 2' 0,6 m 4' 1,2 m 6' 1,8 m 8' 2,4 m 7 psi 48 kPa 15 psi 103 kPa 30 psi 207 kPa 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 5 victaulic.com | Sprinklers | FireLock® | K5.6, V27 | Publication 40.10 Installation Reference should always be made to the I-40 Victaulic FireLock Automatic Sprinklers Installation and Maintenance Sheet for the product you are installing. This installation sheet is included with each shipment of Victaulic products for complete installation and assembly data, and is available in PDF format on our website at victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Trademarks Victaulic is a registered trademark of Victaulic Company. WARNING • Always read and understand installation, care, and maintenance instructions, supplied with each box of sprin- klers, before proceeding with installation of any sprinklers. • Always wear safety glasses and foot protection. • Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. • Installation rules, especially those governing obstruction, must be strictly followed. • Painting, plating, or any re-coating of sprinklers (other than that supplied by Victaulic) is not allowed. Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and inspection requirements, refer to the current National Fire Protection Association pam- phlet that describes care and maintenance of sprinkler systems. In addition, the authority having jurisdiction may have additional maintenance, testing, and inspection requirements that must be followed. If you need additional copies of this publication, or if you have any questions about the safe installation of this product, contact Victaulic World Headquarters: P.O. Box 31, Easton, Pennsylvania 18044-0031 USA, Telephone: 001-610-559-3300. Ratings: All glass bulbs are rated for temperatures from -67°F (-55°C) to those shown in the table below. Sprinkler Temperature Classification Victaulic Part Identification Temperature – ºF/ºC Glass Bulb Color Nominal Temperature Rating Maximum Ambient Temperature Allowed Ordinary A 135ºF/57ºC 100ºF/38 ºC Orange Ordinary C 155ºF/68ºC 100ºF/38 ºC Red Intermediate E 175ºF/79 ºC 150ºF/65ºC Yellow Intermediate F 200ºF/93ºC 150ºF/65ºC Green High J 286ºF/141ºC 225ºF 8/107ºC Blue Extra High 7 K 360ºF/182ºC 300ºF/149ºC Purple – M Open –No Bulb Available Wrenches: V27-2 Recessed V27 Open End V2707, V2708 Pendent 3 3 V2707, V2708 Recessed Pendent 3 – V2703, V2704 Upright –3 7 Standard response only. 8 150/65 if wax coated. 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 6 victaulic.com | Sprinklers | FireLock® | K5.6, V27 | Publication 40.10 Worldwide Contacts www.tyco-fire.com Series RFII — 5.6 K-factor “Royal Flush II” Concealed Pendent Sprinklers Quick & Standard Response, Standard Coverage Page 1 of 4 MARCH 2013 TFP181 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 in- stallation can permanently damage a sprinkler system or its components 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 RFII 5.6 K-factor, “Royal Flush II” Concealed Pendent Sprinklers Quick Response (3-mm bulb) and Standard Response (5-mm bulb), are decorative sprinklers featur- ing a flat cover plate designed to con- ceal the sprinkler. These sprinklers are optimal for architecturally sensitive ar- eas such as hotel lobbies, office build- ings, churches, and restaurants. Each sprinkler includes a Cover Plate/ Retainer Assembly and a Sprinkler/ Support Cup Assembly. The separa- ble, two-piece assembly design pro- vides the following benefits: • Allows installation of the sprinklers and pressure testing of the fire pro- tection system prior to installation of a suspended ceiling or applica- tion of the finish coating to a fixed ceiling. • Permits the removal of suspended ceiling panels for access to building service equipment without having to first shut down the fire protection system and remove sprinklers. • Provides for 1/2 inch (12,7 mm) of vertical adjustment to allow a mea- sure of flexibility in determining the length of fixed piping to cut for the sprinkler drops. The Series RFII Sprinklers are shipped with a Disposable Protective Cap. The Protective Cap is temporarily removed during installation and replaced to help protect the sprinkler during ceiling in- stallation or finish. The tip of the Pro- tective Cap can be used to mark the center of the ceiling hole into plaster board or ceiling tiles by gently push- ing the ceiling product against the Pro- tective Cap. When ceiling installation is complete, the Protective Cap is re- moved and the Cover Plate/Retainer Assembly is installed. As an option, the Series RFII Standard Response (5-mm bulb) “Royal Flush II” Concealed Pendent Sprinklers can be fitted with a silicone Air and Dust Seal. (Refer to Figure 5.) The Air and Dust Seal is intended for sensitive areas where it is desirable to prevent air and dust from the area above the ceiling to pass through the cover plate. NOTICE The Series RFII Concealed Pendent Sprinklers described herein must be installed and maintained in compli- ance with this document and with the applicable standards of the National Fire Protection Association, in addi- tion to the standards of any authori- ties 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 de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number (SIN) TY3531 — 3 mm bulb TY3551 — 5 mm bulb Technical Data Sprinkler Approvals Approvals apply only to the service conditions indicated in the Design Cri- teria section. • TY3531 (3-mm Bulb) is UL Listed, C-UL Listed, VdS Approved (Certif- icate No. G4090007), and NYC Ap- proved (MEA 353-01-E) as Quick Response. • TY3531 (3-mm Bulb) is FM and LPCB Approved (Ref. No. 094a/10) Approved as Standard Response. Factory Mutual and LPCB do not approve any concealed sprinklers for quick response. • TY3551 (5-mm Bulb) is UL Listed, C-UL Listed, FM Approved, LPCB Approved (Ref. No. 094a/9), and NYC Approved (MEA 353-01-E) as Standard Response. Approvals for Air and Dust Seal UL and C-UL Listed for use with the RFII Standard Response Concealed Sprinkler (TY3551). Maximum Working Pressure Maximum 250 psi (17,3 bar) by UL, C-UL, and NYC Maximum 175 psi (12,1 bar) by FM, VdS, and LPCB Temperature Rating 155°F (68°C) Sprinkler with 139°F (59°C) Plate 200°F (93°C) Sprinkler with 165°F (74°C) Plate Discharge Coefficient K= 5.6 GPM/psi1/2 (80,6 LPM/bar1/2) Adjustment 1/2 inch (12,7 mm) Finishes See the Ordering Procedure section. TFP181 Page 2 of 4 Physical Characteristics Frame . . . . . . . . . . . . . . . . . . . Bronze Support Cup. . . . . . . . . . . . . .Chrome Plated Steel Guide Pins .........Stainless Steel Deflector .................Bronze Compression Screw . . . . . . . . . Brass Bulb ......................Glass Cap .............Bronze or CopperSealing Assembly . . . . . . . . .Beryllium Nickel w/ TEFLONCover Plate . . . . . . . . . . . . . . . . Brass Retainer . . . . . . . . . . . . . . . . . . BrassEjection Spring ......Stainless Steel Design Criteria The TYCO Series RFII 5.6 K-factor, “Royal Flush II” Concealed Pendent Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules rec- ognized by the applicable Listing or Approval agency; for example, UL List- ing is based on NFPA 13 and VdS Ap- proval is based on the CEA 4001. For more information on LPCB and VdS Approvals, contact Tyco Fire Pro- tection Products at the following office: Enschede, Netherlands Telephone: 31-53-428-4444 Fax: 31-53-428-3377 The Series RFII Concealed Pendent Sprinklers are only listed and approved with the Series RFII Concealed Cover Plates having a factory applied finish. NOTICE Do not use the Series RFII in applica- tions where the air pressure above the ceiling is greater than that be- low. Down drafts through the Sprin- kler/Support Cup Assembly can delay sprinkler operation in a fire situation. Operation When exposed to heat from a fire, the Cover Plate, normally soldered to the Retainer at three points, falls away to expose the Sprinkler/Support Cup Assembly. The Deflector — supported by the Guide Pins — then drops down to its operational position. The glass bulb contains a fluid that ex- pands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, activating the sprinkler and allowing water to flow. SPRINKLER/SUPPORT CUP ASSEMBLY COVER PLATE/RETAINER ASSEMBLY GUIDE PINS (2) DEFLECTOR (DROPPED POSITION) COMPRESSION SCREW DEFLECTOR SUPPORT CUP WITH ROLL FORMED THREADS FRAME 1/2" NPT CAP BULB SEALING ASSEMBLY RETAINER WITH THREAD DIMPLES EJECTION SPRING SOLDER TABS (3) COVER PLATE THREAD INTO SUPPORT CUP UNTIL MOUNTING SURFACE IS FLUSH WITH CEILING FIGURE 1 MODEL RFII CONCEALED SPRINKLER ASSEMBLY Installation The TYCO Series RFII 5.6 K-factor, “Royal Flush II” Concealed Pendent Sprinklers must be installed in accor- dance 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 bub- ble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 155°F (68°C) and 3/32 inch (2,4 mm) for the 200°F (93°C) temperature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a min- imum to maximum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler In- let with consequent leakage or impair- ment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in the Sprinkler by under- or over-tightening the Sprin- kler/Support Cup Assembly. Re-adjust the position of the sprinkler fitting to suit. Step 1. Install the sprinkler only in the pendent position with the center-line of the sprinkler perpendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap- plied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step 4. Wrench-tighten the sprinkler using only the RFII Sprinkler Wrench. (Refer to Figure 3.) Apply the RFII Sprinkler Wrench to the Sprinkler as shown in Figure 3. Step 5. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. (Refer to Figure 4.) The Protective Cap helps prevent damage to the Deflector and TFP181 Page 3 of 4 COVER PLATE PROFILE DEPTH DIMENSION B 1/2" (12,7 mm) THREADED ADJUSTMENTD FACE OF SPRINKLER FITTING MANUFACTURER PRESET GAP 3/32" (2,4 mm) FACE OF CEILING, RETAINING RING MOUNTING SURFACE SPRINKLER SUPPORT CUP ASSEMBLY CLEARANCE HOLE DIAMETER DIMENSION C DEFLECTOR IN DROPPED POSITION 3/16" to 11/16" (4,8 to 17,5 mm) REFERENCE COVER PLATE RETAINER ASSEMBLY COVER PLATE DIAMETER DIMENSION A A: 3-1/4 inches (82,6 mm)C: 2-3/8 to 2-5/8 inches (60,3 to 66,7 mm) B: 3/16 inches (4,8 mm)D: 1-3/4 to 2-1/4 inches (44,5 to 57,2 mm) FIGURE 2 SERIES CONCEALED SPRINKLER INSTALLATION DIMENSIONS FRAME ARM SUPPORT CUP 7/8" (23 mm) SQUARE ACCEPTS 1/2" SOCKET DRIVE ALIGN ARROWS WITH FRAME ARMS FIGURE 3 RFII SPRINKLER WRENCH CLEARANCE HOLE FIGURE 4 DISPOSABLE PROTECTIVE CAP Arms during ceiling installation and/or finish. You can also use the Protective Cap to locate the center of the clear- ance hole by gently pushing the ceiling material up against the center point of the Protective Cap. NOTICE As long as the Protective Cap remains in place, the system is considered “Out of Service”. Step 6. After the ceiling has been com- pleted with the 2-1/2 inch (63,5 mm) di- ameter clearance hole and in prepa- ration for installing the Cover Plate/ Retainer Assembly, remove and dis- card the Protective Cap. Verify that the Deflector moves up and down freely. If the Sprinkler is damaged and the Deflector does not move up and down freely, replace the entire Sprinkler. Do not attempt to modify or repair a damaged sprinkler. Step 7. When installing an Air and Dust Seal, refer to Figure 5; otherwise, proceed to Step 8. To attach the Air and Dust Seal, verify the angle of the outside edge of the seal is oriented ac- cording to Figure 5. Start the edge of the Retainer in the grooved slot of the Air and Dust Seal and continue around the retainer until the entire Air and Dust Seal is engaged. Step 8. Screw on the Cover Plate/ Retainer Assembly until the Retainer (shown in Figure 2) or the Air and Dust Seal (shown in Figure 5) contacts the ceiling. Do not continue to screw on the Cover Plate/Retainer Assembly so that it lifts a ceiling panel out of its normal position. If you cannot engage the Cover Plate/Retainer Assembly with the Support Cup or you cannot engage the Cover Plate/Retainer As- sembly sufficiently to contact the ceil- ing, you must reposition the Sprinkler Fitting. TFP181 Page 4 of 4 Copyright © 2013 Tyco Fire Products, LP. All rights reserved. TEFLON is trademark of The DuPont Corporation. GLOBAL HEADQUARTERS | 1400 Pennbrook Parkway, Lansdale, PA 19446 | Telephone +1-215-362-0700 Care and Maintenance The TYCO Series RFII 5.6 K-fac- tor, “Royal Flush II” Concealed Pen- dent 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 sys- tem from the proper authorities and notify all personnel who may be affect- ed by this action. Absence of the Cover Plate/Retainer Assembly can delay sprinkler opera- tion in a fire situation. When properly installed, there is a nominal 3/32 inch (2,4 mm) air gap be- tween the lip of the Cover Plate and the ceiling, as shown in Figure 2. This air gap is necessary for proper operation of the sprinkler. If the ceil- ing requires repainting after sprinkler installation, ensure that the new paint does not seal off any of the air gap. Do not pull the Cover Plate relative to the Enclosure. Separation may result. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion 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 dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged 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. (Ref. Installation Section.) Exercise care to avoid damage to sprinklers before, during, and after in- stallation. Replace sprinklers damaged by dropping, striking, wrench twisting, wrench slipping, or the like. Also, re- place any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Refer to the Installation section.) SUPPORT CUP SPRINKLER AIR AND DUST SEALCOVER PLATE LIP OF RETAINER FACE OF CEILING ORIENT SEAL BEVEL AS SHOWNCOVER PLATE RETAINER ASSEMBLY FIGURE 5 OPTIONAL AIR AND DUST SEAL FOR SERIES RFII (TY3551) If you must remove a sprinkler, do not reinstall it or a replacement without re- installing the Cover Plate/Retainer As- sembly. If a Cover Plate/Retainer As- sembly becomes dislodged during service, replace it immediately. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devic- es in compliance with this document, as well as with the applicable stan- dards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any other authori- ties having jurisdiction. Contact the in- stalling contractor or sprinkler manu- facturer regarding any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national code. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name. Sprinkler/Support Cup Assembly Specify: Series RFII (specify SIN), K=5.6, “Royal Flush II” Pendent Sprin- klers (specify) temperature rating and (specify) finish, P/N (specify). 155°F (68°C)200°F (93°C) TY3531 51-792-1-155 51-792-1-200 TY3551 51-790-1-155 51-790-1-200 Separately Ordered Cover Plate/ Retainer Assembly: Specify: (temperature rating from be- low) Series RFII Concealed Cover Plate with (finish), P/N (specify). 139°F (59°C)(a) 165°F (74°C)(b) Grey White (RAL9002) ....56-792-0-135 56-792-0-165 Brass ..........56-792-1-135 56-792-1-165 Pure White (c) (RAL9010) ....56-792-3-135 56-792-3-165 Signal White (RAL9003) ....56-792-4-135 56-792-4-165 Jet Black (RAL9005) ....56-792-6-135 59-792-6-165 Brushed Chrome ........56-792-8-135 56-792-8-165 Chrome ........56-792-9-135 56-792-9-165 Custom ........56-792-X-135 56-792-X-165 (a) For use with 155°F (68°C) sprinklers. (b) For use with 200°F (93°C) sprinklers. (c) Eastern Hemisphere sales only. Sprinkler Wrench Specify: RFII Sprinkler Wrench, P/N 56-000-1-075. Air and Dust Seal Specify: Air and Dust Seal, P/N 56-908-1-001. 2) PIPE The Eddy Pipe Family Bull Moose Tube Company's "Eddy Pipe" brand sprinkler pipe is produced to meet sprinkler pipe standards & applications. Here are just a few advantages of Eddy Pipe: • All pipe products are UL Listed (for U.S. and Canada), and have been Approved by Factory Mutual. • Excellent Production & coating capabilities, tighter tolerances, and our unique steel properties make our pipe excellent for roll grooving, welding, threading, and plain end fittings. • All products are dual certified to ASTM A-135 and A-795. • Available in specific cut to order lengths from regular mill rollings. • More popular sizes roll every two weeks. • Floor stock available in various lengths. • Available with coating or bare. • Ultra Eddy, Eddy Flow, Eddylite, and Eddythread 40 offer cost savings along with superior hydraulics without compromising service life. ♦ Schedule 10 and Schedule 40: FM Approved and UL Listed sprinkler pipe ♦ Eddy Flow: Cost effective replacement for Schedule 10 ♦ Eddylite: Lightwall threadable with standard outside diameter ♦ Eddythread 40: Lightwall threadable Schedule 40 replacement with Corrosion Resistance Ratio of 1.0 ♦ Ultra Eddy: Lightwall roll groovable pipe A company 1819 Clarkson Road Chesterfield, MO 63017 (800) 325-4467 FAX: (636) 537-2645 www.bullmoosetube.com e-mail:sales@bullmoosetube.com For additional information, contact your salesperson today at (800) 325-4467 or (636) 537-2600 in the USA, or from Canada call (800) 882-4666 All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 08/08 08/08 “BMT – Eddy Pipe” Sizes Available NPS (in) 1 1 1/4 1 1/2 2 2 1/2 3 4 O.D. (in) 1.315 1.660 1.900 2.375 I.D. (in) 1.201 1.546 1.786 2.261 Empty Weight (lbs/ft) 0.868 1.107 1.274 1.604 Water-Filled Weight (lbs/ft) 1.359 1.920 2.360 3.344 Ultra Eddy C.R.R. 2.17 1.40 1.11 1.00 O.D. (in) 1.660 1.900 2.375 2.875 3.500 4.500 I.D. (in) 1.530 1.728 2.203 2.705 3.334 4.310 Empty Weight (lbs/ft) 1.222 1.844 2.330 2.809 3.361 4.968 Water-Filled Weight (lbs/ft) 2.019 2.860 3.982 5.299 7.144 11.290 Eddy Flow C.R.R. 1.98 3.44 2.78 1.66 1.00 1.00 O.D. (in) 1.315 1.660 1.900 2.375 2.875 3.500 4.500 I.D. (in) 1.097 1.442 1.682 2.157 2.635 3.260 4.260 Empty Weight (lbs/ft) 1.410 1.810 2.090 2.640 3.530 4.340 5.620 Water-Filled Weight (lbs/ft) 1.820 2.518 3.053 4.223 5.893 7.957 11.796 Schedule 10 C.R.R. 15.27 9.91 7.76 6.27 4.92 3.54 2.50 O.D. (in) 1.315 1.660 1.900 2.375 I.D. (in) 1.137 1.482 1.712 2.177 Empty Weight (lbs/ft) 1.260 1.617 1.967 2.617 Water-Filled Weight (lbs/ft) 1.700 2.364 2.965 4.230 Eddylite C.R.R. 0.13 0.08 0.12 0.16 O.D. (in) 1.295 1.650 1.900 2.375 I.D. (in) 1.083 1.418 1.654 2.123 Empty Weight (lbs/ft) 1.461 2.070 2.547 3.308 Water-Filled Weight (lbs/ft) 1.860 2.754 3.478 4.842 Eddythread 40 C.R.R. 1.00 1.00 1.00 1.00 O.D. (in) 1.315 1.660 1.900 2.375 2.875 3.500 4.500 I.D. (in) 1.049 1.380 1.610 2.067 2.469 3.068 4.026 Empty Weight (lbs/ft) 1.680 2.270 2.720 3.660 5.800 7.580 10.800 Water-Filled Weight (lbs/ft) 2.055 2.918 3.602 5.114 7.875 10.783 16.316 Schedule 40 C.R.R. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Metric conversions table is also available * All Weights are Nominal N/A: Not Applicable PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer’s instructions for the specific fitting used. 1 victaulic.com | VicFlex Sprinkler Fittings | AH1 | AH2 | AH4 | Publication 10.85 10.85 5839 Rev W Updated 01/2015 © 2015 Victaulic Company. All rights reserved. Job/Owner System No. Location Contractor Submitted By Date Engineer Spec Section Paragraph Approved Date • Brackets: Style AB1 for suspended and hard-lid ceilings, allows installation before ceiling tiles in place Style AB2 for hard-lid ceilings, allows for vertical sprinkler adjustment Style AB4 for hard-lid ceilings with hat furring channel grid systems, allows for vertical sprinkler adjustment Style AB7 for suspended ceilings and hard-lid ceilings Style AB7 Adjustable for suspended and hard-lid ceilings Style AB8 for hard-lid ceilings (regionally available) Style AB9 for hard-lid ceilings with hat furring channel grid systems Style AB10 for Armstrong® TechZone™ ceilings Approvals/Listings: See Victaulic Publication 10.01 for more details. Product Description: VicFlex sprinkler fittings provide sprinkler installation on suspended ceiling grids, wood or metal stud/joist or hat furring channel hard-lid ceilings utilizing a flexible, stainless steel hose and steel bracket assembly. Refer to the Installation Manual for all applicable ASTM ceiling material and installation standards. System Components • Hoses: Series AH1 Braided Hose Series AH2 Braided Hose Series AH4 Braided Hose Assembly lengths: 31, 36, 48, 60, 72"/790, 914, 1220, 1525, 1830mm. Note: length includes branch-line nipple and 5.75"/140mm straight reducer. • Sprinkler Reducers: ½" and ¾"/15 and 20 mm sprinkler connections and 5.75"/140mm, 9"/230mm, 13"/330mm straight lengths and short, long 90º elbows. Note: The short 90° elbow is typically used with concealed sprinklers while the long 90º elbow is typically used in the installation of recessed pendent sprinklers. • Branch Connections: 1"/25mm NPT or BSPT branch line nipples for attaching to rigid pipe. ¾"/20mm NPT or BSPT available for VdS. 104I-01G412024 VicFlex™ Sprinkler Fittings Series AH1, AH2 and AH4 Braided Flexible Hose Assemblies 10.85 Technical Specifications: Maximum Working Temperature: 225°F/107°C Maximum Working Pressure: • 200 psi/1375 kPa (FM Approval) • 175 psi/1206 kPa (cULus Listed -Series AH1 and AH2 only) • 1600 kPa/232 psi (VdS/LPCB Approved) Connections: To branch line (inlet) via 1"/25.4 mm NPT or BSPT male thread OR To branch line (inlet) via ¾"/20 mm BSPT male thread (VdS only) To sprinkler head (outlet) via ½" or ¾"/15 mm or 20 mm NPT or BSPT female thread Minimum Bend Radius: • 7"/178 mm (FM Approval) • 2"/51 mm (cULus Listed - Series AH2 only) • 3"/76.2 mm (cULus Listed - Series AH1 only) • 3"/76.2 mm (VdS/LPCB Approved) Maximum Allowable Sprinkler K-Factors: • FM (½"/15mm reducer) K5.6/8,1 (S.I.) (¾"/20mm reducer) K14.0/20,2 (S.I.) • cULus (½"/15mm reducer) K8.0/11,5 (S.I.) (¾"/20mm reducer) K14.0/20,2 (S.I.) • VdS/LPCB (½"/15mm reducer) K5.6/8,1 (S.I.) (¾"/20mm reducer) K8.0/11,5 (S.I.) Material Specifications: • Series AH1 Flexible Hose: 300-series Stainless Steel Collar/Weld Fitting: 300-series Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Nut and Nipple: Carbon Steel, Zinc Plated Reducers (½ or ¾"): Carbon Steel, Zinc-Plated • Series AH2 Flexible Hose: 300-series Stainless Steel Collar/Weld Fitting: 300-series Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Nut and Nipple: Carbon Steel, Zinc Plated Reducers (½ or ¾"): Carbon Steel, Zinc-Plated • Series AH4 Flexible Hose: 300-series Stainless Steel Collar/Weld Fitting: 300-series Stainless Steel Gasket Seal: EPDM per ASTM D2000 Isolation Ring: N/A Nut and Nipple: Carbon Steel, Zinc-Plated Reducers (½ or ¾"): Carbon Steel, Zinc-Plated • Brackets: Carbon Steel, Zinc-Plated victaulic.com | VicFlex Sprinkler Fittings | AH1 | AH2 | AH4 | Publication 10.85 2 10.85 5839 Rev W Updated 01/2015 © 2015 Victaulic Company. All rights reserved. victaulic.com Length of Stainless Steel Flexible Hose Outlet Size Series AH2 Hose Equivalent Length of 1"/33.7mm Sch. 40 Pipe (C=120) Maximum Number of 90° Bends at 2"/51mm Bend Radius inches inches/type feet/meters 31 ½"/Straight 16/4.9 4 ¾"/Straight 17/5.2 4 36 ½"/Straight 21/6.4 5 ¾"/Straight 23/7.0 5 48 ½"/Straight 32/9.8 8 ¾"/Straight 37/11.3 8 60 ½"/Straight 46/14.0 10 ¾"/Straight 46/14.0 10 72 ½"/Straight 55/16.8 12 ¾"/Straight 53/16.2 12 FRICTION LOSS DATA: -Series AH2 Braided Hose with Straight 5.75" Reducers -Style AB1 and AB10 Brackets Series AH2 Braided Hose Equivalent Length Design Guide Equivalent length values at various numbers of 90 degree bends at 2"/51mm center line bend radius Length of Stainless Steel Flexible Hose Outlet Size 1 Bend 2 Bends 3 Bends 4 Bends 5 Bends 6 Bends 7 Bends 8 Bends 9 Bends 10 Bends 11 Bends 12 Bends inches inches 31 ½"8.5/2.6 11.0/3.4 13.0/4.0 16.0/4.9 N.A N.A N.A N.A N.A N.A N.A N.A ¾"10.0/3.0 12.5/3.8 14.0/4.3 17.0/5.2 N.A N.A N.A N.A N.A N.A N.A N.A 36 ½"13.5/4.1 16.0/4.9 18.0/5.5 19.0/5.8 21.0/6.4 N.A N.A N.A N.A N.A N.A N.A ¾"14.0/4.3 17.0/5.2 19.5/5.9 20.0/6.1 23.0/7.0 N.A N.A N.A N.A N.A N.A N.A 48 ½"15.5/4.7 17.0/5.2 19.5/5.9 20.0/6.1 21.0/6.4 22.0/6.7 28.0/8.5 32.0/9.8 N.A N.A N.A N.A ¾"17.0/5.2 19.0/5.8 21.5/6.6 24.5/7.5 26.0/7.9 27.0/8.2 30.0/9.1 37.0/11.3 N.A N.A N.A N.A 60 ½"21.5/6.6 24.0/7.3 27.0/8.2 28.5/8.7 30.0/9.1 31.0/9.4 37.0/11.3 42.0/12.8 44.0/13.4 46.0/14.0 N.A N.A ¾"23.0/7.0 24.0/7.3 28.0/8.5 29.5/9.0 30.5/9.3 31.0/9.4 38.0/11.6 42.0/12.8 44.0/13.4 46.0/14.0 N.A N.A 72 ½"30.0/9.1 32.0/9.8 36.5/11.1 37.5/11.4 40.5/12.5 41.0/12.8 42.0/12.8 46.0/14.0 49.0/14.9 52.0/15.8 54.0/16.5 55.0/16.8 ¾"32.0/9.8 32.5/9.9 35.0/10.7 35.5/10.8 40.0/12.3 40.5/12.3 41.0/12.5 46.0/14.0 50.0/15.2 51.0/15.5 52.0/15.8 53.0/16.2 Note: Values for use with 5.75" straight reducers. How to use this Design Guide: 1 For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. 2 It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. victaulic.com | VicFlex Sprinkler Fittings | AH1 | AH2 | AH4 | Publication 10.85 3 10.85 5839 Rev W Updated 01/2015 © 2015 Victaulic Company. All rights reserved. victaulic.com Length of Stainless Steel Flexible Hose Outlet Size 1 Bend 2 Bends 3 Bends 4 Bends 5 Bends inches inches 31 ½"32 42 52 N.A N.A ¾"33 44 55 N.A N.A 36 ½"33 43 53 63 N.A ¾"36 46 56 66 N.A 48 ½"46 57 68 78 N.A ¾"51 60 71 80 N.A 60 ½"56 67 77 88 N.A ¾"58 69 80 90 N.A 72 ½"69 79 91 102 112 ¾"73 84 95 106 118 Note: Values for use with 5.75" straight reducers. How to use this Design Guide: 1 For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. 2 It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. Series AH1 Braided Hose Equivalent Length Design Guide Equivalent length values at various numbers of 90 degree bends at 3"/75mm center line bend radius Length of Stainless Steel Flexible Hose Outlet Size Series AH1 Hose Equivalent Length of 1"/33.7mm Sch. 40 Pipe (C=120) Maximum Number of 90° Bends at 3"/76.2mm Bend Radius inches inches/type feet/meters 31 ½"/Straight 52/15.8 3 ¾"/Straight 55/16.8 3 36 ½"/Straight 63/19.2 4 ¾"/Straight 66/20.1 4 48 ½"/Straight 78/23.8 4 ¾"/Straight 80/24.4 4 60 ½"/Straight 88/26.8 4 ¾"/Straight 90/27.4 4 72 ½"/Straight 112/34.1 5 ¾"/Straight 118/36.0 5 FRICTION LOSS DATA: -Series AH1 Braided Hose with Straight 5.75" Reducers -Style AB1 and AB10 Brackets victaulic.com | VicFlex Sprinkler Fittings | AH1 | AH2 | AH4 | Publication 10.85 4 10.85 5839 Rev W Updated 01/2015 © 2015 Victaulic Company. All rights reserved. victaulic.com Series AH1 Hose Series AH2 Hose Series AH4 Hose Length of Stainless Steel Flexible Hose* Sprinkler K-Factor Outlet Size For use with Style AB1, AB2, AB4, AB7, AB7 Adj., AB8, AB9 and AB10 VicFlex Brackets For use with Style AB1, AB2, AB4, AB7, AB7 Adj., AB8, AB9 and AB10 VicFlex Brackets For use with Style AB1, AB7, AB8, and AB9 VicFlex Brackets Equivalent Length of 1"/33.7mm Sch. 40 Pipe Maximum Number of 90° Bends at 7"/178mm Bend Radius Equivalent Length of 1"/33.7mm Sch. 40 Pipe Maximum Number of 90° Bends at 7"/178mm Bend Radius Equivalent Length of 1"/33.7mm Sch. 40 Pipe Maximum Number of 90° Bends at 7"/178mm Bend Radius inches Imperial/S.I.inches/type feet/meters feet/meters feet/meters 31 5.6/8.1 ½"/Straight 53.8/16.4 2 23.5/7.1 2 20.6/6.3 2½"/90˚ Elbow 53.8/16.4 23/7.0 21.7/6.6 36 5.6/8.1 ½"/Straight 63.7/19.4 2 27.8/8.5 2 29.7/9.0 2½"/90˚ Elbow 63.1/19.2 27.7/8.4 29.8/9.0 48 5.6/8.1 ½"/Straight 87.9/26.8 3 38.2/11.6 3 27.5/8.3 3½"/90˚ Elbow 85.8/26.1 37.4/11.4 29.2/8.9 60 5.6/8.1 ½"/Straight 112.2/34.1 4 42.4/12.9 4 35.7/10.9 4½"/90˚ Elbow 108.4/33.0 43/13.1 37.2/11.3 72 5.6/8.1 ½"/Straight 136.5/41.6 4 46.6/14.2 4 45.9/14.0 4½"/90˚ Elbow 131.1/39.9 48.5/14.7 47.5/14.5 31 8.0/11.5 ¾"/Straight 44.4/13.5 2 20.7/6.3 2 13.3/4.0 2¾"/90˚ Elbow 47.6/14.5 20.5/6.2 14.6/4.4 36 8.0/11.5 ¾"/Straight 55.6/16.9 2 25.0/7.6 2 21.7/6.6 2¾"/90˚ Elbow 57.5/17.5 24.6/7.5 22.4/6.8 48 8.0/11.5 ¾"/Straight 82.8/25.2 3 35.5/10.8 3 21.2/6.4 3¾"/90˚ Elbow 81.7/24.9 34.7/10.6 22.2/6.7 60 8.0/11.5 ¾"/Straight 110.1/33.5 4 39.6/12.1 4 27.9/8.5 4¾"/90˚ Elbow 105.9/32.2 40.1/12.2 28.9/8.8 72 8.0/11.5 ¾"/Straight 137.3/41.8 4 43.5/13.2 4 38.8/11.8 4¾"/90˚ Elbow 130.2/39.7 45.2/13.7 39.4/12.0 31 11.2/16.1 ¾"/Straight 45.5/13.8 2 17.8/5.4 2 16.4/5.0 2¾"/90˚ Elbow 47.1/14.3 18/5.5 19.9/6.1 36 11.2/16.1 ¾"/Straight 66.3/20.2 2 22.2/6.7 2 21.7/6.6 2¾"/90˚ Elbow 57.5/17.5 22.1/6.7 24.2/7.4 48 11.2/16.1 ¾"/Straight 82.7/25.2 3 32.9/10.0 3 28.5/8.7 3¾"/90˚ Elbow 82.8/25.2 32.1/9.8 29.9/9.1 60 11.2/16.1 ¾"/Straight 109.1/33.2 4 36.8/11.2 4 34.7/10.5 4¾"/90˚ Elbow 108.1/32.9 37.1/11.3 30.3/9.2 72 11.2/16.1 ¾"/Straight 135.5/41.3 4 40.5/12.3 4 38.6/11.6 4¾"/90˚ Elbow 133.4/40.6 41.9/12.7 38.6/11.7 31 14.0/20.2 ¾"/Straight 44.3/13.5 2 14.9/4.5 2 16.3/5.0 2¾"/90˚ Elbow 46.4/14.1 15.5/4.72 19.9/6.1 36 14.0/20.2 ¾"/Straight 55.5/16.9 2 19.4/5.9 2 21.8/6.7 2¾"/90˚ Elbow 56.7/17.3 19.6/5.9 24.2/7.4 48 14.0/20.2 ¾"/Straight 83.0/25.3 3 30.3/9.2 3 28.3/8.6 3¾"/90˚ Elbow 82.1/25.0 29.5/8.9 29.9/9.1 60 14.0/20.2 ¾"/Straight 110.4/33.6 4 33.9/10.3 4 34.9/10.6 4¾"/90˚ Elbow 107.5/32.7 34.1/10.4 30.3/9.2 72 14.0/20.2 ¾"/Straight 137.9/42.0 4 37.5/11.4 4 41.5/12.6 4¾"/90˚ Elbow 132.8/40.4 38.6/11.7 38.6/11.7 FM Notes: Series AH1, AH2 and AH4 have been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 and Vds standards for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. Differences in equivalent lengths are due to varying test methods, per FM 1637 and VdS standards. Refer to these standards for additional information regarding friction loss test methods. EXAMPLE: A 48-inch hose installed with two 30° bends and two 90° bends at a 7-inch bend radius is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. FRICTION LOSS DATA: -Series AH1, AH2 and AH4 Braided Hose -Various brackets specific to hose victaulic.com | VicFlex Sprinkler Fittings | AH1 | AH2 | AH4 | Publication 10.85 5 10.85 5839 Rev W Updated 01/2015 © 2015 Victaulic Company. All rights reserved. victaulic.com FRICTION LOSS DATA: -Series AH1, AH2 and AH4 Braided Hose -Style AB1, AB2, AB4, AB7, AB7 Adj., AB8, AB9, and AB10 Brackets Length of Stainless Steel Flexible Hose Series AH1 Hose Series AH2 Hose Series AH4 Hose Outlet Size Equivalent Length of steel pipe according to EN 10255 DN 20 (26,9 x 2,65) and relating to a flow velocity of 5 m/s Equivalent Length of steel pipe according to EN 10255 DN 25 (33,7 x 3,25) and relating to a flow velocity of 5 m/s Equivalent Length of steel pipe according to EN 10255 DN 25 (33,7 x 3,25) and relating to a flow velocity of 5 m/s Maximum Number of 90º Bends at 3"/76.2mm Bend Radius mm/inches mm/inches type meters/feet meters/feet meters/feet 790/31 15mm / ½" / Straight 4.0/12.9 5.5/18.0 5.5/18.0 320 mm / ¾" / Straight 915/36 15mm / ½" / Straight 4.6/15.0 6.4/21.0 6.4/21.0 320 mm / ¾" / Straight 1220/48 15mm / ½" / Straight 6.1/20.0 8.5/27.9 8.5/27.9 320 mm / ¾" / Straight 1525/60 15mm / ½" / Straight 7.6/25.0 10.7/35.1 10.7/35.1 420 mm / ¾" / Straight 1830/72 15mm / ½" / Straight 9.2/30.0 12.8/42.0 12.8/42.0 420 mm / ¾" / Straight VdS Ceiling Manufacturers List AB1, AB2, AB7, AB10 1. AMF 2. Armstrong 3. Chicago Metallic 4. Dipling 5. Durlum 6. Geipel 7. Gema-Armstrong 8. Hilti 9. Knauf 10. Lafarge 11. Linder 12. Odenwald 13. Richter 14. Rigips 15. Rockfon Pagos 16. Suckow & Fischer 17. USG Donn AB8 1. Hilti 2. Knauf 3. Lafarge 4. Lindner 5. Rigips AB4/9 No specific approval FRICTION LOSS DATA: -Series AH2 Braided Hose -Style AB1 Bracket Length of Stainless Steel Flexible Hose Series AH2 Hose Outlet Size Equivalent Length of steel pipe according to EN 10255 DN 20 (26,9 x 2,65) and relating to a flow velocity of 5 m/s Maximum Number of 90º Bends at 3"/76.2mm Bend Radius mm/inches mm/inches/type meters/feet 790/31 15mm / ½" / Straight 12.65/41.5 220 mm / ¾" / Straight 915/36 15mm / ½" / Straight 14.8/48.6 320 mm / ¾" / Straight 1220/48 15mm / ½" / Straight 15/49.2 320 mm / ¾" / Straight 1525/60 15mm / ½" / Straight 15.3/50.2 320 mm / ¾" / Straight 1830/72 15mm / ½" / Straight 17.5/57.4 320 mm / ¾" / Straight Length of Stainless Steel Flexible Hose Series AH2 Hose Outlet Size Equivalent Length of steel pipe according to EN 10255 DN 25 (33,7 x 3,25) and relating to a flow velocity of 5 m/s Maximum Number of 90º Bends at 3"/76.2mm Bend Radius mm/inches mm/inches/type meters/feet 790/31 15mm / ½" / 90° Elbow 14.4/47.2 220 mm / ¾" / 90° Elbow 915/36 15mm / ½" / 90° Elbow 14.3/46.9 320 mm / ¾" / 90° Elbow 1220/48 15mm / ½" / 90° Elbow 15.3/50.2 320 mm / ¾" / 90° Elbow 1525/60 15mm / ½" / 90° Elbow 16.0/52.5 320 mm / ¾" / 90° Elbow 1830/72 15mm / ½" / 90° Elbow 17.1/56.1 320 mm / ¾" / 90° Elbow victaulic.com | VicFlex Sprinkler Fittings | AH1 | AH2 | AH4 | Publication 10.85 6 10.85 5839 Rev W Updated 01/2015 © 2015 Victaulic Company. All rights reserved. victaulic.com Product Details - Series AH1 Braided Hose Series AH2 Braided Hose Series AH4 Braided Hose 5.75"/140 mm straight reducer 9.0"/229 mm straight reducer 13.0"/330 mm straight reducer Short 90° elbow reducer Long 90° elbow reducer Note: The Short 90° elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent sprinklers. Standard Optional Item Description 1 Flexible Hose 2 Isolation Ring (Series AH1 and AH2 only) 3 Gasket 4 Nut 5 Branch Line Nipple 6 Braid 7 Collar/Weld Fitting 8 Sleeve (AH2 Only) BA 371 2 4658 Hose Length A B inches mm inches mm inches mm 31/790 25.25 31/790 36/915 31.25 36/915 48/1220 42.25 48/1220 60/1525 54.25 60/1525 72/1830 66.25 72/1830 6.30"/ 160.0 mm 2.62"/ 66.5 mm 2.62"/ 66.5 mm 4.83"/ 122.7 mm Hose Length Dimensions victaulic.com | VicFlex Sprinkler Fittings | AH1 | AH2 | AH4 | Publication 10.85 7 10.85 5839 Rev W Updated 01/2015 © 2015 Victaulic Company. All rights reserved. victaulic.com 3 2 1 3 VicFlex Brackets Style AB1 • Suspended Ceilings • Hard-Lid Ceilings (FM Only) Item Description 1 24"/610mm or 48"/1219mm Square Bar* 2 Patented 1-Bee2® Center Bracket 3 End Bracket *Both sizes FM/VdS/LPCB approved, cULus listed Style AB2 • Hard-Lid Ceilings Item Description 1 24"/610mm or 48"/1219mm Square Bar* 2 Patent-Pending adjustable Center bracket 3 End Bracket *Both sizes FM/VdS approved. Note: 5/32" / 4mm hex key required for adjustment Style AB4 • Hard-Lid Ceilings with Hat furring channel grid system Item Description 1 24"/610mm or 48"/1219mm Square Bar* 2 Patent-Pending adjustable Center bracket 3 End Bracket for Hat Furring Channel *Both sizes FM/VdS approved. Note: 5/32" / 4mm hex key required for adjustment 3 2 1 3 3 2 1 3 victaulic.com | VicFlex Sprinkler Fittings | AH1 | AH2 | AH4 | Publication 10.85 8 10.85 5839 Rev W Updated 01/2015 © 2015 Victaulic Company. All rights reserved. victaulic.com VicFlex Brackets Style AB7 • Suspended Ceilings • Hard-Lid Ceilings Item Description 1 24"/610mm or 48"/1219mm Square Bar* 2 Patented 1-Bee2® Center Bracket 3 End Bracket *Both sizes FM/VdS approved. 3 2 1 3 Style AB9 • Hard-Lid ceilings with Hat furring channel grid system Item Description 1 24"/610mm or 48"/1219mm Square Bar* 2 Patented 1-Bee2® Center Bracket 3 End Bracket for Hat Furring Channel *Both sizes FM/VdS approved. Style AB10 • Suspended ceilings • Armstrong® TechZone™ Item Description 1 6"/152mm Square Bar* 2 Patented 1-Bee2® Center Bracket 3 End Bracket *FM/VdS approved, cULus listed. Style AB8 • Hard-Lid Ceilings Item Description 1 700mm or 1400mm Square Bar* 2 Patented 1-Bee2® Center Bracket 3 End Bracket (adjustable) *Both sizes FM/VdS approved. 3 2 1 3 Style AB7 Adjustable • Suspended Ceilings • Hard-Lid Ceilings Item Description 1 700mm or 1400mm Square Bar* 2 Patented 1-Bee2® Center Bracket 3 End Bracket (adjustable) *Both sizes FM and VDS approved. 3 2 1 3 3 2 1 3 3 2 1 3 victaulic.com | VicFlex Sprinkler Fittings | AH1 | AH2 | AH4 | Publication 10.85 9 10.85 5839 Rev W Updated 01/2015 © 2015 Victaulic Company. All rights reserved. victaulic.com Braided Hose Assembly Suspended Ceiling Grid with Recessed Sprinkler - Clearances above ceiling tile at various center-line bend radii Hose Clearance Chart Dimension inches/mm Minimum Bend Radius "R"2/50 3/80 4/100 5/125 6/150 7/175 Minimum "A"10.75/273 11.75/298.5 12.75/324 13.75/349 14.75/375 15.75/400 Suspended Ceiling Grid with 90°Elbow (Long) Hose Clearance Chart Dimension inches/ mm A Min.8/200 Note: Style AB1 and Series AH2 figures shown. Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. V2707 ¾"/19mm Max. Recess V2707 ¾"/19mm Max. Recess R See chart A See Chart V2707 ¾"/19 MM MAX. RECESS 4.4"/ 113 mm 1.7"/43 mm Typical ceiling grid 24"/610 mm or 48"/1219 mm on Center /"/16 mm Typical ceiling tile See note Finished ceiling face Bracket assembly Style AB1 A See Chart 4.4"/ 113 mm 1.7"/43 mm Typical ceiling grid 24"/610 mm or 48"/1219 mm on Center /"/16 mm Typical ceiling tile See note Finished ceiling face Bracket assembly Style AB1 victaulic.com | VicFlex Sprinkler Fittings | AH1 | AH2 | AH4 | Publication 10.85 10 10.85 5839 Rev W Updated 01/2015 © 2015 Victaulic Company. All rights reserved. victaulic.com Series AQB Braided Hose Assembly Suspended Ceiling Grid with Hat Furring Channel Hose Clearance Chart Dimension inches/mm Minimum Bend Radius "R"2/50 3/80 4/100 5/125 6/150 7/175 Minimum "A"10.3/262 11.3/287 12.3/313 13.3/338 14.3/363.5 15.3/389 Suspended Ceiling Grid with 90°Elbow (Short) Hose Clearance Chart Dimension inches/ mm A Min.8/200 Note: Style AB9 and Series AH2 figures shown. Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. V3802 ½"/12.7mm Max. Recess V2708 ½"/12.7mm Max. Recess R See Chart A See Chart See Note 3.9"/ 99 mm A See Chart See Note V3802 ½"/12.7 mm MAX. RECESS 3.9"/ 99 mm victaulic.com | VicFlex Sprinkler Fittings | AH1 | AH2 | AH4 | Publication 10.85 11 10.85 5839 Rev W Updated 01/2015 © 2015 Victaulic Company. All rights reserved. victaulic.com Installation Reference should always be made to I-VICFLEX-AB1-AB2-AB10, I-VICFLEX-AB4-AB9, I-VICFLEX-AB7, or I-VICFLEX-AB8 for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Trademarks Victaulic and VicFlex are registered trademarks of Victaulic Company. VicFlex™ Designation Series AH4 Hose Assembly AquaFlex® Designation Outlet Size inches Series AQB Hose Assembly Series AFB Hose Assembly AH4-31 ½AQB31HLD AFB31HLD ¾AQB31TLD AFB31TLD AH4-36 ½AQB36HLD AFB36HLD ¾AQB36TLD AFB36TLD AH4-48 ½AQB48HLD AFB48HLD ¾AQB48TLD AFB48TLD AH4-60 ½AQB60HLD AFB60HLD ¾AQB60TLD AFB60TLD AH4-72 ½AQB72HLD AFB72HLD ¾AQB72TLD AFB72TLD Flexible Hose In-Plane Bend Characteristics Minimum bend radius 90° Minimum bend radius Minimum bend radius 2X Minimum bend radius OR Minimum bend radius Minimum bend radius Minimum bend radius 2X Minimum bend radius Minimum bend radius OR ONE BEND TWO BENDS Note: For out-of-plane (three-dimensional) bends, care must be taken to avoid imparting torsional stress on the hose. Model Number Correlation WARNING • It is the responsibility of the system designer to verify suitability of 300-series stainless steel flexible hose for use with the intended fluid media within the piping system and external environments. • The effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on 300-series stainless steel flexible hose must be evaluated by the material specifier to confirm system life will be acceptable for the intended service. Failure to follow these instructions could cause product failure, resulting in serious personal injury and/or property damage. 10.85 5839 Rev W Updated 01/2015 © 2015 Victaulic Company. All rights reserved. victaulic.com 12 victaulic.com | VicFlex Sprinkler Fittings | AH1 | AH2 | AH4 | Publication 10.85 3) FITTINGS Victaulic Mechanical-T® Outlet provides a direct branch connection at any location a hole can be cut in pipe. The hole is cut oversize to receive a “holefinder” locating collar which secures the outlet in position permanently. A pressure responsive gasket seals on the pipe O.D. Cross-type connections can be achieved by utilizing two upper housings of the same style and size, with the same or differing branch size connections. NOTE: Style 920 and Style 920N housings cannot be mated to each other to achieve a cross connection. Style 920 and Style 920N Mechanical-T outlets are available with grooved or female threaded outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized hous- ings are available, supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500 psi/3450 kPa working pressure on Schedule 10 and 40 carbon steel pipe. They may also be used on high density polyethylene or poly- butylene (HDPE) pipe. Pressure ratings on HDPE are dependent on the pipe rating. Contact Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on PVC plastic pipe. Standard piping practices dictate that the Mechanical-T Styles 920 and 920N must be installed so that the main and branch connections are a true 90° angle when permanently attached to the pipeline surface. Additionally, the Vic-Tap II® hole cutting tool, which allows for hole cutting capabilities on pressurized systems, utilizes the Style 920 Mechanical-T in conjunction with the Series 726 Vic-Ball Valve to create the Style 931 Vic-Tap II Mechanical-T unit. See page 8 for further information. MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A-536, grade 65-45-12, with orange enamel coating. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. • Optional: Hot dipped galvanized Gasket: (Specify choice*) • Grade “E” EPDM EPDM (Green color code). Temperature range –30°F to +230°F/–34°C to +110°C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C. NOT RECOMMENDED FOR PETROLEUM SERVICES. • Grade “T” nitrile Nitrile (Orange color code). Temperature range –20°F to +180°F/–29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150°F/+66°C or for hot dry air over +140°F/+60°C. *Services listed are General Service Recommendations only. It should be noted that there are s ervices for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a l isting of services which are not recommended. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. 11.02_1 Mechanical-T® Bolted Branch Outlets STYLES 920 AND 920N PATENTED 11.02CARBON STEEL PIPE - HOLE CUT PRODUCTS JOB/OWNER CONTRACTOR ENGINEER System No. __________________________Submitted By ________________________Spec Sect ____________ Para __________ Location ____________________________Date ________________________________Approved ___________________________ Date ________________________________ www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_O STYLES 920 AND 920N STYLE 920 CROSS SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS VNIIPO DIMENSIONS GROOVED OUTLET W ZY V Size Style No. Max. Work Pressure@ Dimensions Approx. Weight Each Run × Branch Nominal Size Inches mm 920 or 920N psi kPa Hole Diameter +0.13 -0.00 T** Inches mm V ‡ # Thd. Inches mm V ‡ Grv. Inches mm W Inches mm Y Inches mm Z Inches mm Female Thd. Lbs. kg Grv. Lbs. kg 2 × 1/2 (a) ¤ 920N 500 1.50 2.00 2.53 —1.61 5.35 2.75 3.1 —50 15 3450 38.1 51 64 41 136 70 1.5 3/4 (a) ¤ 920N 500 1.50 1.97 2.53 —1.61 5.35 2.75 3.1 —20 3450 38.1 50 64 41 136 70 1.5 1 (a) ¤920N 500 1.50 1.85 2.53 —1.61 5.35 2.75 3.0 —25 3450 38.1 47 64 41 136 70 1.4 1 1/4 (a) †¤920N 500 1.75 2.05 2.75 3.00 1.61 5.35 3.00 3.5 3.2 32 3450 44.5 52 70 76 41 136 76 1.7 1.5 1 1/2 (a) †¤920N 500 1.75 2.03 2.75 3.12 1.61 5.35 3.25 3.6 3.2 40 3450 44.5 52 70 79 41 136 83 1.7 1.5 2 1/2 × 1/2 (a) §¤920N 500 1.50 2.21 2.74 —1.82 5.64 2.75 3.0 —65 15 3450 38.1 56 70 46 143 70 1.4 3/4 (a) §¤920N 500 1.50 2.18 2.74 —1.82 5.64 2.75 3.0 —20 3450 38.1 55 70 46 143 70 1.4 1 (a) §¤920N 500 1.50 2.06 2.74 —1.82 5.64 2.75 2.9 —25 3450 38.1 52 70 46 143 70 1.4 1 1/4 † (a) ¤920N 500 1.75 2.30 3.00 3.25 1.82 6.29 3.00 3.5 3.2 32 3450 44.5 58 76 83 46 160 76 1.7 1.5 1 1/2 † (a) ¤920N 500 2.00 2.28 3.00 3.25 1.82 6.26 3.25 3.6 3.3 40 3450 50.8 58 76 83 46 159 83 1.7 1.6 76.1 × 1/2 (a)920N 300 1.50 2.22 2.75 —2.25 6.46 3.18 3.9 —15 2065 38.1 56 70 57 164 81 1.8 3/4 (a)920N 300 1.50 2.19 2.75 —2.25 6.46 3.18 3.9 —20 2065 38.1 56 70 57 164 81 1.8 1 (a) 920N 300 1.50 2.07 2.75 —2.25 6.46 3.18 3.8 —25 2065 38.1 53 70 57 164 81 1.7 1 1/4 (a) ¤920N 500 1.75 2.30 3.00 3.31 1.92 6.29 3.00 3.5 3.2 32 3450 44.5 58 76 84 49 160 76 1.6 1.5 1 1/2 (a) ¤920N 500 2.00 2.28 3.00 3.31 1.92 6.29 3.25 3.5 3.3 40 3450 50.8 58 76 84 49 160 83 1.6 1.5 3 × 1/2 (a) ¤920N 500 1.50 2.52 3.05 —2.28 6.15 2.75 3.4 —80 15 3450 38.1 64 78 58 156 70 1.6 3/4 (a) ¤920N 500 1.50 2.49 3.05 —2.28 6.15 2.75 3.4 —20 3450 38.1 63 78 58 156 70 1.6 1 (a)920N 500 1.50 2.38 3.06 —2.28 6.15 2.75 3.3 —25 3450 38.1 61 78 58 156 70 1.6 1 1/4 (a) †¤920N 500 1.75 2.55 3.25 3.56 2.28 6.15 3.00 3.8 3.7 32 (b)3450 44.5 65 83 90 58 156 76 1.8 1.8 1 1/2 (a) †¤920N 500 2.00 2.78 3.50 3.56 2.28 6.15 3.25 4.1 3.8 40 (b)3450 50.8 71 89 90 58 156 83 1.9 1.8 2 (a) ¤920N 500 2.50 2.75 3.50 3.56 2.28 6.75 3.88 4.9 4.6 50 3450 63.5 70 89 90 58 172 99 2.3 2.1 3 1/2 × 2 920N 500 2.50 3.00 —3.75 2.44 6.72 3.88 —3.8 90 50 3450 63.5 76 95 62 171 99 1.8 TABLE CONTINUED ON PG. 3 FEMALE THREADED OUTLET T W ZY V IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. • Provides a direct branch connection at any location where a hole can be cut in the pipe • A pressure responsive gasket provides the seal • Request Publication 11.03 for Mechanical-T cross assemblies • Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe • Sizes from 2 × ½"/50 × 15 mm through 8 × 4"/200 × 100 mm ** Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). † Available with grooved or female threaded outlet. Specify choice on order. ‡ Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify “BSPT” clearly on order. (b) For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services ¤ LPCB approved for fire protection services Ø Approved for use in China by Tianjin Approvals Company. 11.02_2 Mechanical-T® Bolted Branch Outlets STYLES 920 AND 920N 11.02CARBON STEEL PIPE - HOLE CUT PRODUCTS www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_O DIMENSIONS GROOVED OUTLET W ZY V FEMALE THREADED OUTLET T W ZY V IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. • Provides a direct branch connection at any location where a hole can be cut in the pipe • A pressure responsive gasket provides the seal • Request Publication 11.03 for Mechanical-T cross assemblies • Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe • Sizes from 2 × ½"/50 × 15 mm through 8 × 4"/200 × 100 mm Size Style No. Max. Work Pressure@ Dimensions Approx. Weight Each Run × Branch Nominal Size Inches mm 920 or 920N psi kPa Hole Diameter +0.13 -0.00 T** Inches mm V ‡ # Thd. Inches mm V ‡ Grv. Inches mm W Inches mm Y Inches mm Z Inches mm Female Thd. Lbs. kg Grv. Lbs. kg TABLE CONTINUED FROM PAGE 2 4 × 1/2 (a) ¤920N 500 1.50 3.03 3.56 —2.69 7.01 2.75 3.7 —100 15 3450 38.1 77 90 68 178 70 1.8 3/4 (a) ¤920N 500 1.50 3.00 3.56 —2.69 7.01 2.75 3.7 —20 3450 38.1 76 90 68 178 70 1.8 1 (a) ¤920N 500 1.50 2.88 3.56 —2.69 7.01 2.75 3.6 —25 3450 38.1 73 90 68 178 70 1.8 1 1/4 (a) †¤920N 500 1.75 3.08 3.78 4.00 2.69 7.01 3.00 4.0 3.6 32 (b)3450 44.5 78 96 102 68 178 76 1.9 1.8 1 1/2 (a) †¤920N 500 2.00 3.28 4.00 4.00 2.69 7.01 3.25 4.2 3.9 40 (b)3450 50.8 83 102 102 68 178 83 2.0 1.9 2 (a) †¤920N 500 2.50 3.25 4.00 4.00 2.69 7.01 3.88 5.0 4.6 50 3450 63.5 83 102 102 68 178 99 2.3 2.1 2 1/2 (a) †920 500 2.75 2.88 4.00 4.00 2.69 7.34 4.63 5.8 5.0 65 3450 69.9 73 102 102 68 186 118 2.6 2.3 76.1 mm 920 500 2.75 2.88 —4.00 2.69 7.34 4.63 —6.4 3450 69.9 73 102 68 186 118 2.9 3 (a) †920 500 3.50 3.31 4.50 4.12 2.69 7.73 5.12 8.4 6.4 80 3450 88.9 84 114 105 68 196 130 3.8 2.9 108.0 × 1 1/4 (a)¤920N 500 1.75 3.08 3.78 —2.63 7.64 3.05 5.0 —32 3450 44.5 78 96 67 194 78 2.3 1 1/2 (a)¤920N 500 2.00 3.28 4.00 —2.63 7.64 3.25 5.0 —40 3450 50.8 83 102 67 194 83 2.3 2 (a)920N 500 2.50 3.25 4.00 —2.63 7.64 4.00 4.0 —50 3450 63.5 83 102 67 194 102 1.9 76.1 mm 920 500 2.75 2.88 4.00 4.00 2.63 7.64 4.29 8.0 7.8 3450 69.9 73 102 102 67 194 109 3.6 3.5 3 (a)920 500 3.50 3.31 4.50 4.50 2.63 7.63 4.88 6.8 6.5 80 3450 88.9 84 114 114 67 194 124 3.1 3.0 5 × 1 1/2 (a) †920 500 2.00 4.03 4.75 4.75 3.16 9.70 3.69 7.4 7.6 125 40 3450 50.8 102 121 121 80 246 94 3.4 3.4 2 (a) †920 500 2.50 4.00 4.75 4.75 3.16 9.70 4.38 8.2 8.0 50 3450 63.5 102 121 121 80 246 111 3.7 3.6 2 1/2 (a) †920 500 2.75 3.63 4.75 4.75 3.16 9.70 4.63 8.3 7.9 65 3450 69.9 92 121 121 80 246 118 3.8 3.6 76.1 mm ¤920 500 2.75 3.75 —4.75 3.16 9.70 4.63 —8.0 3450 69.9 95 121 80 246 118 3.6 3 (a) †920 500 3.50 3.81 5.00 4.63 3.16 9.70 5.31 8.4 8.8 80 3450 88.9 97 127 118 80 246 135 3.8 4.0 133.0 × 2 920N 500 2.50 3.75 4.50 —3.17 8.00 3.88 8.0 —50 3450 63.5 95 114 81 203 99 3.6 3 920 500 3.50 3.81 5.00 —3.00 9.46 5.31 8.0 —80 3450 88.9 97 127 76 240 135 3.6 TABLE CONTINUED ON PG. 4 ** Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). † Available with grooved or female threaded outlet. Specify choice on order. ‡ Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify “BSPT” clearly on order. (b) For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services ¤ LPCB approved for fire protection services Ø Approved for use in China by Tianjin Approvals Company. 11.02_3 Mechanical-T® Bolted Branch Outlets STYLES 920 AND 920N 11.02CARBON STEEL PIPE - HOLE CUT PRODUCTS www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_O DIMENSIONS GROOVED OUTLET W ZY V FEMALE THREADED OUTLET T W ZY V IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. • Provides a direct branch connection at any location where a hole can be cut in the pipe • A pressure responsive gasket provides the seal • Request Publication 11.03 for Mechanical-T cross assemblies • Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe • Sizes from 2 × ½"/50 × 15 mm through 8 × 4"/200 × 100 mm Size Style No. Max. Work Pressure@ Dimensions Approx. Weight Each Run × Branch Nominal Size Inches mm 920 or 920N psi kPa Hole Diameter +0.13 -0.00 T** Inches mm V ‡ # Thd. Inches mm V ‡ Grv. Inches mm W Inches mm Y Inches mm Z Inches mm Female Thd. Lbs. kg Grv. Lbs. kg TABLE CONTINUED FROM PAGE 3 139.7 × 1 1/2 †920N 500 2.00 3.78 4.50 —3.30 8.23 3.25 7.0 —40 3450 50.8 96 114 84 209 83 3.2 2 †920N 500 2.50 3.75 4.50 —3.30 8.23 3.88 9.0 —50 3450 63.5 95 114 84 209 99 4.1 6 × 1 1/4 (a)920N 500 1.75 4.43 5.13 5.13 3.79 9.15 3.25 5.1 4.8 150 32 (b)3450 44.5 112 130 130 96 232 83 2.3 2.2 1 1/2 (a) †¤920N 500 2.00 4.40 5.13 5.13 3.79 9.15 3.25 5.4 5.1 40 (b)3450 50.8 112 130 130 96 232 83 2.4 2.3 2 (a) †¤920N 500 2.50 4.38 5.13 5.13 3.79 9.15 3.88 6.0 5.6 50 3450 63.5 111 130 130 96 232 99 2.7 2.5 2 1/2 920 500 2.75 4.01 5.13 5.12 3.69 10.51 4.63 8.3 7.6 65 3450 69.9 110 130 130 94 267 118 3.8 3.4 76.1 mm ¤920 500 2.75 4.15 —5.21 3.69 10.51 4.63 —8.4 3450 69.9 105 132 94 267 118 3.8 3 (a) †920 500 3.50 4.31 5.50 5.13 3.69 10.51 5.31 9.9 8.4 80 3450 88.9 110 140 130 94 267 135 4.5 3.8 4 (a) †¤920 500 4.50 3.81 5.75 5.38 3.69 10.51 6.25 10.1 10.1 100 3450 114.3 97 146 137 94 267 159 4.6 4.6 159.0 × 1 1/2 (a)920N 500 2.00 4.41 5.13 —3.63 9.40 3.25 7.8 —40 3450 50.8 112 130 92 239 83 3.5 2 (a)920N 500 2.50 4.38 5.13 —3.63 9.40 3.88 8.0 —50 3450 63.5 111 130 92 239 99 3.6 76.1 mm 920 500 2.75 4.38 5.50 5.13 3.63 9.40 4.63 9.5 9.5 3450 69.9 111 140 130 92 239 118 4.3 4.3 3 920 500 3.50 4.31 5.50 5.13 3.63 9.40 5.31 8.1 14.0 80 3450 88.9 110 140 130 92 239 135 3.7 6.4 108.0 mm 920 500 4.50 4.45 —5.38 3.63 9.40 6.12 —10.0 3450 114.3 113 137 92 239 155 4.5 4 920 500 4.50 3.81 5.75 —3.63 9.40 6.25 18.0 —100 3450 114.3 96.80 146 92 239 159 8.2 TABLE CONTINUED ON PG. 5 ** Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). † Available with grooved or female threaded outlet. Specify choice on order. ‡ Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify “BSPT” clearly on order. (b) For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services ¤ LPCB approved for fire protection services Ø Approved for use in China by Tianjin Approvals Company. 11.02_4 Mechanical-T® Bolted Branch Outlets STYLES 920 AND 920N 11.02CARBON STEEL PIPE - HOLE CUT PRODUCTS www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_O Size Style No. Max. Work Pressure@ Dimensions Approx. Weight Each Run × Branch Nominal Size Inches mm 920 or 920N psi kPa Hole Diameter +0.13 -0.00 T** Inches mm V ‡ # Thd. Inches mm V ‡ Grv. Inches mm W Inches mm Y Inches mm Z Inches mm Female Thd. Lbs. kg Grv. Lbs. kg TABLE CONTINUED FROM PAGE 4 165.1 × 1 920N 500 1.50 3.88 4.56 —3.79 9.34 2.75 8.0 —25 3450 38.1 99 116 96 237 70 3.6 1 1/4 ¤920N 500 1.75 4.43 5.13 —3.79 9.34 3.25 8.4 —32 3450 44.5 113 130 96 237 83 3.8 1 1/2 (a) †¤920N 500 2.00 4.41 5.13 5.13 3.79 9.34 3.25 8.4 5.4 40 3450 50.8 112 130 130 96 237 83 3.8 2.4 2 (a) †920N 500 2.50 4.38 5.13 5.13 3.79 9.34 3.88 8.5 6.0 50 3450 63.5 111 130 130 96 237 99 3.9 2.7 76.1 mm 920 500 2.75 4.01 5.13 5.21 3.63 10.51 4.63 8.6 7.6 3450 69.9 110 130 132 92 267 118 3.9 3.4 3 (a) † Ø 920 500 3.50 4.31 5.50 5.13 3.63 10.51 5.31 10.2 8.4 80 3450 88.9 110 140 130 92 267 135 4.6 3.8 4 (a) †¤920 500 4.50 3.81 5.75 5.38 3.63 10.51 6.25 10.5 8.4 100 3450 114.3 97 146 137 92 267 159 4.8 3.8 8 × 2 (a) †920 500 2.75 5.44 6.19 6.25 4.81 12.42 4.50 11.6 11.6 200 50 3450 69.9 138 157 159 122 316 114 5.3 5.3 2 1/2 (a) †920 500 2.75 5.07 6.19 6.19 4.81 12.42 4.50 11.6 11.6 65 3450 69.9 129 157 157 122 316 114 5.3 5.3 76.1 mm ¤920 500 2.75 5.25 —6.25 4.81 12.42 4.56 —11.6 3450 69.9 133 159 122 316 116 5.3 3 (a) †¤920 500 3.50 5.31 6.50 6.50 4.81 12.42 5.31 12.6 11.6 80 3450 88.9 135 165 165 122 316 135 5.7 5.3 4 (a) †¤920 500 4.50 4.81 6.75 6.38 4.81 12.42 6.25 15.3 12.5 100 3450 114.3 122 171 162 122 316 159 6.9 5.7 ** Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). † Available with grooved or female threaded outlet. Specify choice on order. ‡ Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings.` (a) British Standard female pipe threaded outlet is available as listed. Specify “BSPT” clearly on order. (b) For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services ¤ LPCB approved for fire protection services Ø Approved for use in China by Tianjin Approvals Company. DIMENSIONS GROOVED OUTLET W ZY V FEMALE THREADED OUTLET T W ZY V IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to each other to achieve cross connections. • Provides a direct branch connection at any location where a hole can be cut in the pipe • A pressure responsive gasket provides the seal • Request Publication 11.03 for Mechanical-T cross assemblies • Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe • Sizes from 2 × ½"/50 × 15 mm through 8 × 4"/200 × 100 mm 11.02_5 Mechanical-T® Bolted Branch Outlets STYLES 920 AND 920N 11.02CARBON STEEL PIPE - HOLE CUT PRODUCTS www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_O FLOW DATA Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 920N and 929 Mechanical-T® fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained from the relationship below. CV and Kv Values Values for flow of water at +60°F/+16°C are shown in the table below. Formulas for CV /Kv Values: P = Q 2 Cv 2 Q = Cv x P Where: Q = Flow (GPM) P = Pressure Dr op (psi) Cv = Flow Coecient 1 2 Exaggerated for clarity OUTLET SIZE Equivalent Length of Outlet Size Schedule 40 Carbon Steel Pipe (per UL 213, Sec. 16) (C = 120)ŧ FT CV/KV Values NOMINAL DIAMETER In/mm ACTUAL O.D. In/mm GROOVED THREADED GROOVED THREADED 1/2 0.840 -2 -11 15 21.3 9.4 3/4 1.050 -4 -16 20 26.7 13.7 1 1.315 3**8 -21 25 33.7 1.8 1 1/4 1.660 5 1/2 6 50 48 32 42.7 42.9 41.1 1 1/2 1.900 11 11 53 53 40 48.3 45.4 45.4 2 2.375 9 10 1/2 112 104 50 60.3 96 89.1 2 1/2 2.875 20 12 1/2 119 150 65 73.0 102 128.5 3.000 16*-161 -76.1 mm 76.1 138.1 3 3.500 14 15 1/2 249 237 80 88.9 213.4 203.1 4 4.500 20 22 421 401 100 114.3 360.8 343.6 Q = Flow (m3/hr) P = Pressure Drop (Bar) Kv = Flow Coecient Where: Q = Flow (m3/hr) P = Pressure Drop (Bar) Kv = Flow Coecient Where: ŧ Hazen-Williams coefficient of friction is 120. * Pipe with a wall thickness of 0.165in./4.2mm. ** 1" FireLock™ Innovative Groove System (IGS) outlet 11.02_6 Mechanical-T® Bolted Branch Outlets STYLES 920 AND 920N 11.02CARBON STEEL PIPE - HOLE CUT PRODUCTS www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_O FIRE PROTECTION APPROVALS AND PRESSURE RATINGS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Run Size Outlet Size Pipe Approval Agency Rated Working Pressures – psi/kPa Nominal Size Inches/mm Actual Outside Diameter Inches/mm Inches/mm Schedule UL ULC FM LPCB Vds (Style 920) (Style 920N) 21/2 - 6 2.875 - 6.625 All 10, 40 400 400 400 290 232 362 65 - 150 73.0 - 168.3 2755 2755 2755 1999 1599 2496 21/2 - 4 2.875 - 4.500 All DF 300 300 300 290 232 362 65 - 100 73.0 - 114.3 2065 2065 2065 1999 1599 2496 21/2 - 4 2.875 - 4.500 All SF 300 300 300 290 232 362 65 - 100 73.0 - 114.3 2065 2065 2065 1999 1599 2496 6 6.625 3, 4 10 300 300 250 290 232 362 150 168.3 2065 2065 1724 1999 1599 2496 6 6.625 3,4 30, 40 300 300 300 290 232 362 150 168.3 2065 2065 2065 1999 1599 2496 8 8.625 21/2 10, 40 400 ———145 —200 219.1 2755 1000 8 8.625 3,4 10 300 —250 —145 —200 219.1 2065 1724 1000 8 8.625 3,4 30, 40 300 —300 —145 —200 219.1 2065 2065 1000 NOTES: 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. DF refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Listed/Approved Super-Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. VIC-TAP II HOLE CUTTING TOOL FOR 4 - 8"/100 - 200 MM CARBON STEEL PIPE The Vic-Tap II hole cutting tool is designed for use with the Style 931 Vic-Tap II Mechanical-T unit, which is a combination of the Style 920 Mechanical-T and Series 726 Vic-Ball Valve. The Vic-Tap II is capable of tapping into carbon steel pipe systems under pressures up to 500 psi/3450 kPa. The Style 931 Vic-Tap II Mechanical-T unit is a full port ball valve which can be mounted on 4"/100 mm, 5"/125 mm, 6"/150 mm and 8"/200 mm diameter pipe. The Style 931 comes with a 2 ½"/65 mm grooved outlet. The drill motor is an electric motor with ground fault circuit interrupter (GFCI) in accordance with safety codes. For more information, refer to publication 24.01. 11.02_7 Mechanical-T® Bolted Branch Outlets STYLES 920 AND 920N 11.02CARBON STEEL PIPE - HOLE CUT PRODUCTS www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_O WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. NOTE INSTALLATION Reference should always be made to the I-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. 11.02_L Mechanical-T® Bolted Branch Outlets STYLES 920 AND 920N 11.02CARBON STEEL PIPE - HOLE CUT PRODUCTS For complete contact information, visit www.victaulic.com 11.02 1480 REV O UPDATED 11/2018 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. Project InformatIon :aPProval Stam P: Project: Date:Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: Rev. 03.03.06-003 For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, go to www.anvilstar.com or contact your local AnvilStar representative Submittal Sheet SPF Cast & Ductile Iron Fittings ® Material Specification S Ductile iron threaded fittings are UL & ULC Listed & Factory Mutual Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-2. Dimensions conform to ASMe B6.3 Class 50. Threads are NPT per ANSI/ASMe B.20.. Notice: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened three turns beyond hand tight, but no more than four turns. Straight tee Nominal Size Anvil Item Number Universal Number Max. Working Pressure Dimensions Approx. Wt. Each A B In. (mm)PSI (kPa)In. (mm)In. (mm)Lbs. (kg) 1 840003164 DT333 500 1.50 1.50 0.85 25 3450 38.10 38.10 0.39 11⁄4 840003172 DT444 500 1.75 1.75 1.22 32 3450 44.45 44.45 0.55 11⁄2 840003180 DT555 500 1.94 1.94 1.55 40 3450 49.27 49.27 0.70 2 840003198 DT666 500 2.25 2.25 2.45 50 3450 57.15 57.15 1.11 B AA Straight tee Ductile Iron Project InformatIon :aPProval Stam P: Project: Date:Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: Rev. 03.03.06-00 For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, go to www.anvilstar.com or contact your local AnvilStar representative Submittal Sheet SPF Cast & Ductile Iron Fittings ® Material Specification S Ductile iron threaded fittings are UL & ULC Listed & Factory Mutual Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-2. Dimensions conform to ASMe B6.3 Class 50. Threads are NPT per ANSI/ASMe B.20.. Notice: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened three turns beyond hand tight, but no more than four turns. 45° elbow Nominal Size Anvil Item Number Universal Number Max. Working Pressure Dimensions-Approx. Wt. Each A B In. (mm)PSI (kPa)In. (mm)In. (mm)Lbs. (kg) 1 840002133 DB45033 500 1.12 1.12 0.46 25 3450 28.44 28.44 0.21 11⁄4 840002141 DB45044 500 1.29 1.29 0.73 32 3450 32.76 32.76 0.33 11⁄2 840002158 DB45055 500 1.43 1.43 0.92 40 3450 36.32 36.32 0.42 2 840002166 DB45066 500 1.68 1.68 1.50 50 3450 42.67 42.67 0.68 A B45° elbow Ductile Iron Project InformatIon :aPProval Stam P: Project: Date:Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: Rev. 03.03.06-000 For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, go to www.anvilstar.com or contact your local AnvilStar representative Submittal Sheet SPF Cast & Ductile Iron Fittings ® Material Specification S Ductile iron threaded fittings are UL & ULC Listed & Factory Mutual Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-2. Dimensions conform to ASMe B6.3 Class 50. Threads are NPT per ANSI/ASMe B.20.. Notice: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened three turns beyond hand tight, but no more than four turns. 90° elbow Nominal Size Anvil ItemNumber Universal Number Max. Working Pressure Dimensions- In.(mm)Approx. Wt. Each A B In. (mm)PSI (kPa)In. (mm)In. (mm)Lbs. (kg) 1 840000004 DB90033 500 1.50 1.50 0.62 20 3450 38.10 38.10 0.28 11⁄4 840000012 DB90044 500 1.75 1.75 0.90 32 3450 44.45 44.45 0.41 11⁄2 840000020 DB90055 500 1.94 1.94 1.20 40 3450 49.276 49.276 0.54 2 840000038 DB90066 500 2.25 2.25 1.85 50 3450 57.15 57.15 0.84 B A 90° elbow Ductile Iron Project InformatIon :aPProval Stam P: Project: Date:Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: Rev. 03.03.06-005 For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, go to www.anvilstar.com or contact your local AnvilStar representative Submittal Sheet SPF Cast & Ductile Iron Fittings ® Material Specification S Ductile iron threaded fittings are UL & ULC Listed & Factory Mutual Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-2. Dimensions conform to ASMe B6.3 Class 50. Threads are NPT per ANSI/ASMe B.20.. Notice: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened three turns beyond hand tight, but no more than four turns. bull head tee Nominal Size Anvil Item Number Universal Number Max. Working Pressure Dimensions Approx. Wt. Each A B C In. (mm)PSI (kPa)In. (mm)In. (mm)In. (mm)Lbs. (kg) 1 x 1 x 11⁄4 840004238 DT334 500 1.67 1.67 1.58 0.98 25 x 25 x 32 3450 42.41 42.41 40.13 0.44 1 x 1 x 11⁄2 840004246 DT335 500 1.80 1.80 1.65 1.16 25 x 25 x 40 3450 45.72 45.72 41.91 0.53 11⁄4 x 1 x 11⁄2 840004295 DT435 500 1.88 1.80 1.82 1.42 32 x 25 x 40 3450 47.75 45.72 46.22 0.64 11⁄4 x 11⁄4 x 11⁄2 840004337 DT445 500 1.88 1.88 1.82 1.45 32 x 32 x 40 3450 47.75 47.75 46.22 0.66 11⁄4 x 11⁄4 x 2 840004345 DT446 500 2.10 2.10 1.90 1.75 32 x 32 x 50 3450 53.34 53.34 48.26 0.79 11⁄2 x 11⁄4 x 2 840004436 DT546 500 2.16 2.10 2.02 1.90 40 x 32 x 50 3450 54.86 53.34 51.30 0.86 11⁄2 x 11⁄2 x 2 840004485 DT556 500 2.16 2.16 2.02 1.98 40 x 40 x 50 3450 54.86 54.86 51.30 0.90 C BA bull head tee Ductile Iron Project InformatIon :aPProval Stam P: Project: Date:Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: Rev. 03.03.06-0020 For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, go to www.anvilstar.com or contact your local AnvilStar representative Submittal Sheet SPF Cast & Ductile Iron Fittings ® Material Specification S Ductile iron threaded fittings are UL & ULC Listed & Factory Mutual Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-2. Dimensions conform to ASMe B6.3 Class 50. Threads are NPT per ANSI/ASMe B.20.. Notice: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened three turns beyond hand tight, but no more than four turns. bu ShingS Nominal Size Anvil Item Number Universal Number Dimensions Style Approx. Wt. Each A B C In. (mm)In. (mm)In. (mm)In. (mm)Lbs. (kg) 1 x 1⁄2 840600001 DBUSH31 0.75 0.25 1.42 Outside 0.22 25 x 15 19.05 6.35 36.06 0.10 1 x 3⁄4 840600019 DBUSH32 0.75 0.25 1.42 Outside 0.17 25 x 20 19.05 6.35 36.06 0.08 11⁄4 x 1 840600027 DBUSH43 0.80 0.28 1.76 Outside 0.28 32 x 25 20.32 7.11 44.70 0.13 11⁄2 x 1 840600035 DBUSH53 0.83 0.31 2.00 Outside 0.45 40 x 25 21.08 7.874 50.80 0.20 11⁄2 x 11⁄4 840600043 DBUSH54 0.83 0.31 2.00 Outside 0.30 40 x 32 21.08 7.874 50.80 0.14 2 x 1 840600050 DBUSH63 0.88 0.41 1.95 Inside 0.67 50 x 25 22.35 10.414 49.53 0.30 2 x 11⁄4 840600068 DBUSH64 0.88 0.34 2.48 Outside 0.73 50 x 32 22.35 8.636 62.99 0.33 2 x 11⁄2 840600076 DBUSH65 0.88 0.34 2.48 Outside 0.61 50 x 40 22.35 8.636 62.99 0.28 A B C A B C Inside Head Outside Head buShingS Ductile Iron Project InformatIon :aPProval Stam P: Project: Date:Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: Rev. 03.03.06-00 For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, go to www.anvilstar.com or contact your local AnvilStar representative Submittal Sheet SPF Cast & Ductile Iron Fittings ® Material Specification S Ductile iron threaded fittings are UL & ULC Listed & Factory Mutual Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-2. Dimensions conform to ASMe B6.3 Class 50. Threads are NPT per ANSI/ASMe B.20.. Notice: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened three turns beyond hand tight, but no more than four turns. capS Nominal Size Anvil Item Number Universal Number Max. Working Pressure Dimensions A Approx. Wt. Each In. (mm)PSI (kPa)In. (mm)Lbs. (kg) 1 840005615 DCP003 500 1.16 0.32 25 3450 29.46 0.15 11⁄4 840005623 DCP004 500 1.28 0.43 32 3450 32.51 0.20 11⁄2 840005631 DCP005 500 1.33 0.60 40 3450 33.78 0.27 2 840005649 DCP006 500 1.45 0.91 50 3450 36.83 0.41 A cap Ductile Iron Project InformatIon :aPProval Stam P: Project: Date:Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: Rev. 03.03.06-00 For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, go to www.anvilstar.com or contact your local AnvilStar representative Submittal Sheet SPF Cast & Ductile Iron Fittings ® Material Specification S Ductile iron threaded fittings are UL & ULC Listed & Factory Mutual Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-2. Dimensions conform to ASMe B6.3 Class 50. Threads are NPT per ANSI/ASMe B.20.. Notice: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened three turns beyond hand tight, but no more than four turns. coupling Nominal Size Anvil Item Number Universal Number Dimensions A Approx. Wt. Each In. (mm)In. (mm)Lbs. (kg) 1 840008692 DCL033 1.67 0.40 25 42.42 0.18 11⁄4 840008700 DCL044 1.93 0.57 32 49.02 0.26 11⁄2 840008718 DCL055 2.15 0.75 40 54.61 0.34 2 840008726 DCL066 2.53 1.15 50 64.26 0.52 C coupling Ductile Iron Project InformatIon :aPProval Stam P: Project: Date:Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: Rev. 03.03.06-006 For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, go to www.anvilstar.com or contact your local AnvilStar representative Submittal Sheet SPF Cast & Ductile Iron Fittings ® Material Specification S Ductile iron threaded fittings are UL & ULC Listed & Factory Mutual Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-2. Dimensions conform to ASMe B6.3 Class 50. Threads are NPT per ANSI/ASMe B.20.. Notice: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened three turns beyond hand tight, but no more than four turns. croSS Nominal Size Anvil Item Number Universal Number Max. Working Pressure Dimensions Approx. Wt. Each A B In. (mm)In. (mm)PSI (kPa)PSI (kPa)In. (mm)In. (mm)Lbs. (kg) 1 840006647 DX033 500 1.50 1.50 0.98 25 3450 38.10 38.10 0.44 11⁄4 840006654 DX044 500 1.75 1.75 1.50 32 3450 44.45 44.45 0.68 11⁄2 840006662 DX055 500 1.94 1.94 1.90 40 3450 49.27 49.27 0.86 2 840006670 DX066 500 2.25 2.25 2.95 50 3450 57.15 57.15 1.34 11⁄4 x 1 840007678 DX043 500 1.58 1.67 1.27 32 x 25 3450 40.13 42.41 0.58 11⁄2 x 1 840007686 DX053 500 1.65 1.80 1.48 40 x 25 3450 41.91 45.72 0.67 2 x 1 840007694 DX063 500 1.73 2.02 2.10 50 x 25 3450 43.94 51.30 0.95 BB A A croSS Ductile Iron Project InformatIon :aPProval Stam P: Project: Date:Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: Rev. 03.03.06-002 For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, go to www.anvilstar.com or contact your local AnvilStar representative Submittal Sheet SPF Cast & Ductile Iron Fittings ® Material Specification S Ductile iron threaded fittings are UL & ULC Listed & Factory Mutual Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-2. Dimensions conform to ASMe B6.3 Class 50. Threads are NPT per ANSI/ASMe B.20.. Notice: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened three turns beyond hand tight, but no more than four turns. reducing 90° elbow Nominal Size Anvil Item Number Universal Number Max. Working Pressure Dimensions Approx. Wt. Each A B In. (mm)PSI (kPa)In. (mm)In. (mm)Lbs. (kg) 1 x 1⁄2 840001036 DB90031 500 1.26 1.36 0.44 25 x 15 3450 32.00 34.54 0.20 1 x 3⁄4 840001044 DB90032 500 1.37 1.45 0.52 25 x 20 3450 34.79 36.83 0.24 11⁄4 x 1⁄2 840001051 DB90041 500 1.34 1.53 0.64 32 x 15 34550 34.03 38.86 0.29 11⁄4 x 3⁄4 840001069 DB90042 500 1.45 1.62 0.72 32 x 20 3450 36.83 41.14 0.33 11⁄4 x 1 840001077 DB90043 500 1.58 1.67 0.75 32 x 25 3450 40.13 42.41 0.34 11⁄2 x 1 840001085 DB90053 500 1.65 1.80 0.92 40 x 25 3450 41.91 45.72 0.42 11⁄2 x 11⁄4 840001093 DB90054 500 1.82 1.88 1.08 40 x 32 3450 46.22 47.75 0.49 2 x 1⁄2 840001101 DB90061 500 1.49 1.88 1.08 50 x 15 3450 37.84 47.75 0.49 2 x 3⁄4 840001119 DB90062 500 1.60 1.97 1.24 50 x 20 3450 40.64 50.03 0.56 2 x 1 840001127 DB90063 500 1.73 2.02 1.40 50 x 25 3450 43.94 51.30 0.64 2 x 11⁄4 840001135 DB90064 500 1.90 2.10 1.52 50 x 32 3450 48.26 53.34 0.70 2 x 11⁄2 840001143 DB90065 500 2.02 2.16 1.65 50 x 40 3450 51.30 54.86 0.75 A B reducing 90° elbow Ductile Iron Project InformatIon :aPProval Stam P: Project: Date:Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: Rev. 03.03.06-004 For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, go to www.anvilstar.com or contact your local AnvilStar representative Submittal Sheet SPF Cast & Ductile Iron Fittings ® Material Specification S Ductile iron threaded fittings are UL & ULC Listed & Factory Mutual Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-2. Dimensions conform to ASMe B6.3 Class 50. Threads are NPT per ANSI/ASMe B.20.. Notice: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened three turns beyond hand tight, but no more than four turns. reducing tee Nominal Size Anvil Item Number Universal Number Max. Working Pressure Dimensions Approx. Wt. EachABC In. (mm)PSI (kPa)In. (mm)In. (mm)In. (mm)Lbs.(kg) 11⁄2 x 11⁄4 x 1 840004428 DT543 500 1.65 1.58 1.80 1.2540 x 32 x 25 3450 41.91 40.13 45.72 0.5711⁄2 x 11⁄4 x 2 840004436 DT546 500 2.16 2.10 2.02 1.9040 x 32 x 50 3450 54.86 53.34 51.30 0.8611⁄2 x 11⁄2 x 1⁄2 840004444 DT551 500 1.41 1.41 1.16 1.1540 x 40 x 15 3450 35.81 35.81 29.46 0.5211⁄2 x 11⁄2 x 3⁄4 840004451 DT552 500 1.52 1.52 1.75 1.2440 x 40 x 20 3450 38.61 38.61 44.45 0.5611⁄2 x 11⁄2 x 1 840004469 DT553 500 1.65 1.65 1.80 1.3040 x 40 x 25 3450 41.91 41.91 45.72 0.5911⁄2 x 11⁄2 x 11⁄4 840004477 DT554 500 1.82 1.82 1.88 1.4840 x 40 x 32 3450 46.23 46.23 47.75 0.6711⁄2 x 11⁄2 x 2 840004485 DT556 500 2.16 2.16 2.02 1.9840 x 40 x 50 3450 54.86 54.86 51.30 0.902 x 1 x 2 840004493 DT636 500 2.25 2.02 2.25 2.1550 x 25 x 50 3450 57.15 51.31 57.15 0.982 x 11⁄4 x 2 840004501 DT646 500 2.25 2.10 2.25 2.3050 x 32 x 50 3450 57.15 53.34 57.15 1.042 x 11⁄2 x 1⁄2 840004519 DT651 500 1.49 1.41 1.88 1.5050 x 40 x 15 3450 37.85 35.81 47.75 0.682 x 11⁄2 x 3⁄4 840004527 DT652 500 1.60 1.52 1.97 1.6250 x 40 x 20 3450 40.64 38.61 50.04 0.732 x 11⁄2 x 1 840004535 DT653 500 1.73 1.65 2.02 1.6450 x 40 x 25 3450 43.94 41.91 51.31 0.742 x 11⁄2 x 11⁄4 840004543 DT654 500 1.90 1.82 2.10 1.8050 x 40 x 32 3450 48.26 46.23 53.34 0.822 x 11⁄2 x 11⁄2 840004550 DT655 500 2.02 1.94 2.16 2.0050 x 40 x 40 3450 51.31 49.28 54.86 0.912 x 11⁄2 x 2 840004568 DT656 500 2.25 2.16 2.25 2.3550 x 40 x 50 3450 57.15 54.86 57.15 1.072 x 2 x 1⁄2 840004576 DT661 500 1.49 1.49 1.88 1.6050 x 50 x 15 3450 37.85 37.85 47.75 0.732 x 2 x 3⁄4 840004584 DT662 500 1.60 1.60 1.97 1.6850 x 50 x 20 3450 40.64 40.64 50.04 0.762 x 2 x 1 840004592 DT663 500 1.73 1.73 2.02 1.8550 x 50 x 25 3450 43.94 43.94 51.31 0.842 x 2 x 11⁄4 840004600 DT664 500 1.90 1.90 2.10 2.0450 x 50 x 32 3450 44.45 42.42 44.45 0.932 x 2 x 11⁄2 840004618 DT665 500 2.02 2.02 2.16 2.1850 x 50 x 40 3450 44.45 42.42 44.45 0.992 x 2 x 21⁄2 -DT667 500 2.60 2.60 2.39 3.6150 x 50 x 65 3450 44.45 42.42 44.45 1.6421⁄2 x 2 x 3⁄4 -DT762 500 1.74 1.60 2.32 2.2865 x 50 x 20 3450 44.45 42.42 44.45 1.03 reducing tee Nominal Size Anvil Item Number Universal Number Max. Working Pressure Dimensions Approx. Wt. EachABC In. (mm)PSI (kPa)In. (mm)In. (mm)In. (mm)Lbs.(kg) 1 x 1⁄2 x 1 840004196 DT313 500 1.50 1.36 1.50 0.6425 x 15 x 25 3450 38.10 34.54 38.10 0.291 x 3⁄4 x 1 840004204 DT323 500 1.50 1.45 1.50 0.7325 x 20 x 25 3450 38.10 36.83 38.10 0.331 x 1 x 1⁄2 840004212 DT331 500 1.26 1.26 1.36 0.7125 x 25 x 15 3450 32.00 32.00 34.54 0.321 x 1 x 3⁄4 840004220 DT332 500 1.37 1.37 1.45 0.7625 x 25 x 20 3450 34.80 34.80 36.83 0.341 x 1 x 11⁄4 840004238 DT334 500 1.67 1.67 1.58 0.9825 x 25 x 32 3450 42.41 42.41 40.13 0.441 x 1 x 11⁄2 840004246 DT335 500 1.80 1.80 1.65 1.1625 x 25 x 40 3450 45.72 45.72 41.91 0.5311⁄4 x 1 x 1⁄2 840004253 DT431 500 1.34 1.26 1.53 0.8232 x 25 x 15 3450 34.04 32.00 38.86 0.3711⁄4 x 1 x 3⁄4 840004261 DT432 500 1.45 1.37 1.62 0.9032 x 25 x 20 3450 36.83 34.80 41.15 0.4111⁄4 x 1 x 1 840004279 DT433 500 1.58 1.50 1.67 1.0032 x 25 x 25 3450 40.13 38.10 42.42 0.4511⁄4 x 1 x 11⁄4 840004287 DT434 500 1.75 1.67 1.75 1.0832 x 25 x 32 3450 44.45 42.42 44.45 0.4911⁄4 x 1 x 11⁄2 840004295 DT435 500 1.88 1.80 1.82 1.4232 x 25 x 40 3450 47.75 45.72 46.22 0.6411⁄4 x 11⁄4 x 1⁄2 840004303 DT441 500 1.34 1.34 1.53 0.8632 x 32 x 15 3450 34.04 34.04 38.86 0.3911⁄4 x 11⁄4 x 3⁄4 840004311 DT442 500 1.45 1.45 1.62 0.9232 x 32 x 20 3450 36.83 36.83 41.15 0.4211⁄4 x 11⁄4 x 1 840004329 DT443 500 1.58 1.58 1.67 0.9532 x 32 x 25 3450 40.13 40.13 42.42 0.4311⁄4 x 11⁄4 x 11⁄2 840004337 DT445 500 1.88 1.88 1.82 1.4532 x 32 x 40 3450 47.75 47.75 46.22 0.6611⁄4 x 11⁄4 x 2 840004345 DT446 500 2.10 2.10 1.90 1.7532 x 32 x 50 3450 53.34 53.34 48.26 0.7911⁄2 x 1 x 1⁄2 840004352 DT531 500 1.41 1.34 1.66 0.9540 x 25 x 15 3450 35.81 34.04 42.16 0.4311⁄2 x 1 x 3⁄4 840004360 DT532 500 1.52 1.37 1.75 1.1440 x 25 x 20 3450 38.61 34.80 44.45 0.5211⁄2 x 1 x 1 840004378 DT533 500 1.65 1.50 1.80 1.1740 x 25 x 25 3450 41.91 38.10 45.72 0.5311⁄2 x 1 x 11⁄4 840004386 DT534 500 1.82 1.67 1.88 1.3440 x 25 x 32 3450 46.23 42.42 47.75 0.6111⁄2 x 1 x 11⁄2 840004394 DT535 500 1.94 1.80 1.94 1.4540 x 25 x 40 3450 49.28 45.72 49.28 0.6611⁄2 x11⁄4 x 1⁄2 840004402 DT541 500 1.41 1.34 1.66 1.0540 x 32 x 15 3450 35.81 34.04 42.16 0.4811⁄2 x11⁄4 x 3⁄4 840004410 DT542 500 1.52 1.45 1.75 1.1540 x 32 x 20 3450 38.61 36.83 44.45 0.52 C BA reducing tee Ductile Iron 4) HANGERS OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com 29 www.tolco.com Revision 1/21/2011 Size Range — 2 Z\x" through 8" IPS. Material — Carbon Steel Function — For bracing pipe against sway and seismic disturbance. Approvals — Underwriter's Laboratories Listed in the USA (UL) and Canada (cUL) 2 Z\x" - 8". Approved by Factory Mutual Engineering (FM), 2 Z\x" - 8" pipe. Installation Instructions — The 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 and/or OSHPD 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 hex head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish — Plain Note — Available in Electro-Galvanized and HDG finish. Order By — Figure number, pipe size and finish. TOLCO® brand bracing components are designed to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER — NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. Fig. 4L Longitudinal “In-Line” Sway Brace Attachment 4-Way Riser Brace (Plan view) * The loads listed are axial loads on the brace. The horizontal load capacity, H, of the brace is: H = F x sin θ, where θ the installation angle measured from the vertical. FM approved when used with 1", 11⁄4", 11⁄2" or 2" Sch. 40 brace pipe. Dimensions • Weights Bolt Max. Rec. *Max Design Approx. Sizes A C D Size Load Lbs. Load Lbs. Wt./100 (cULus) (FM) 21⁄2 67⁄16 21⁄2 23⁄4 1/2 2015 3000 253 3 7 23⁄4 31⁄16 1/2 2015 1550 268 4 81⁄2 33⁄8 311⁄16 1/2 2015 1550 348 5 93⁄4 37⁄8 43⁄8 1/2 2015 1450 380 6 111⁄2 5 51⁄8 1/2 2015 1450 640 8 13 1⁄4 5 5⁄8 5 5⁄8 1/2 2015 1450 728Longitudinal Brace Seismic BracingSize Range:Pipe size to be braced: 1"(25mm)thru 8"(200mm)IPS. * Pipe size used for bracing: 1"(25mm)and 11⁄4"(32mm)Schedule 40 IPS. Material:Steel Function:For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features:Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note:Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set screws until heads bottom out. A minimum of 1"(25mm)pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals:Underwriters Laboratories Listed in the USA and Canada (cULus). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines, OPA-0300-10. Finish:Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Order By:Indicate pipe size to be braced followed by pipe size used for bracing, figure number and finish. Important Note:Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the UL Listing requires that Fig. 1001 must be used only with other TOLCO bracing products. TOLCO™Fig. 1001 - Sway Brace Attachment Component of State of California OSHPD Approved Seismic Restraints System Set Screws Included 1 FM Approved when used with 1 or 11/4 inch NPS Schedule 40 GB/T 3091,EN 10255H, or JIS G3451 steel pipe as the brace member. 2 Load rating for LW above refers to FM Approved Lightwall Pipe commonly referred to as “Schedule 7”. These ratings may also be applied when EN 10220 and GB/T 8163 steel pipe. 3 Load rating for Schedule 10 above may be applied to GB/T 3092,EN 10255M and H, or JIS G3454, FM Approved Thinwall, or Schedule 40 steel pipes. Note: See UL load ratings in UL Listed Design Load chart shown under drawing. Seismic Bracing All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 193 B-Line series Pipe Hangers & SupportsEaton Part Number & Approx. Wt./100 Max. Horizontal Design Load (FM) Pipe For Sch. 7, Sch. 10, & Sch. 40 Pipe 1, 2, 3 Size 1” (24mm)Brace Pipe 11/4” (32mm)Brace Pipe 30°-44° 45°-59° 60°-74° 75°-90° in. (mm)Lbs. (kg)Lbs. (kg) Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN) 1”(25)1001-1 X 1 100.0 (45.3)1001-1 X 11/4 118.0 (53.5)1800 (8.00)2550 (11.34)3120 (13.88)3490 (25.52) 11/4”(32)1001-11/4 X 1 100.0 (45.3)1001-11/4 X 11/4 114.0 (51,7)1230 (5.47)1740 (7.74)2140 (9.52)2380 (10.58) 11/2”(40)1001-11/2 X 1 100.0 (45.3)1001-11/2 X 11/4 115.0 (52.1)1230 (5.47)1740 (7.74)2140 (9.52)2380 (10.58) 2”(50)1001-2 X 1 108.0 (49.0)1001-2 X 11/4 121.0 (54.9)1230 (5.47)1740 (7.74)2140 (9.52)2380 (10.58) 21/2”(65)1001-21/2 X 1 138.6 (62.8)1001-21/2 X 11/4 160.4 (72.7)800 (3.56)1130 (5.02)1380 (6.14)1540 (6.85) 3”(80)1001-3 X 1 147.2 (66.7)1001-3 X 11/4 168.7 (76,5)850 (3.78)1200 (5.34)1470 (6.54)1640 (7.29) 4”(100)1001-4 X 1 160.9 (73.0)1001-4 X 11/4 182.4 (82.7)850 (3.78)1200 (5.34)1470 (6.54)1640 (7.29) 6”(150)1001-6 X 1 190.0 (86.2)1001-6 X 11/4 211.4 (95.9)510 (2.27)730 (3.25)890 (3.96)990 (4.40) 8”(200)1001-8 X 1 217.4 (98.6)1001-8 X 11/4 238.8 (108.3)510 (2.27)730 (3.25)890 (3.96)990 (4.40) Pipe Max. Horizontal Design Load (UL) - Lbs. Size For Brace Pipe Size 1” / 1 1/4” Sch. 7 Sch. 10 Sch. 40 in. (mm)1” / 11/4” 1” / 1 1/4” 1” / 1 1/4” 1”(25)-- / -- 1000 / 1000 1000 / 1000 11/4”(32)1000 / 1000 1000 / 1000 1000 / 1000 11/2”(40)1000 / 1000 1500 / 1500 1500 / 1500 2”(50)1000 / 1000 2015 / 2015 2015 / 2015 21/2”(65)1600 / 1600 2015 / 2765 2015 / 2765 3”(80)1600 / 1600 2015 / 2765 2015 / 2765 4”(100)1600 / 1600 2015 / 2765 2015 / 2765 6”(150)1600 / 1600 2015 / 2765 2015 / 2765 8”(200)1600 / 1600 2015 / 2765 2015 / 2765 Size Range:Pipe size to be braced: 21⁄2"(65mm)thru 8"(200mm)all steel schedules, copper, plastic, FRP, cast iron and ductile iron. Consult factory when bracing other than steel. The Fig. 2002 accepts brace pipes sizes 11⁄2"(40mm)and 2"(50mm)steel schedule 10 through schedule 40. Material:Steel Function:For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 2002 is used in conjunction with a TOLCO 900 Series sway brace attachments and joined together with bracing pipe. Install per NFPA 13 and/or TOLCO State of California OSHPD Approved Seismic Restrain Manual. Features:Unique design will not damage thin wall, plastic, copper or ductile iron pipe. Easy verification of proper installation by tightening bolts until ears touch. Installation:Place Fig. 2002 over pipe to be braced. Slide bracing pipe through attachment and tighten hex nuts until ears touch. Approvals:Underwriters Laboratories Listed in the USA (UL)and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish:Plain. Contact customer service for alternative finishes and materials. Order By:Figure number, pipe size to be braced, pipe size used for bracing (11⁄2"(40mm)or 2"(50mm)) and finish. Important Note:Fig. 2002 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the UL Listing requires that the Fig. 2002 must be used only with other TOLCO bracing products. TOLCO™Fig. 2002 - Sway Brace Attachment UL Listed Design Load 2015 lbs. (8.96kN) Component of State of California OSHPD Approved Seismic Restraints System Shown with Fig. 980 1” (25.4mm) Min.Seismic Bracing** See load ratings in UL Listed Design Load chart. Hardware Included Seismic Bracing 194 Eaton All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers & Supports Pipe Part Number & Approx. Wt./100 Max. Horizontal Size 11/2” (32mm)Brace Pipe 2” (50mm)Brace Pipe Design Load (UL) in. (mm)Lbs. (kg)Lbs. (kg) Lbs. (kg) 21/2”(65)2002-21/2 X 11/2 224.9 (102.0)2002-21/2 X 2 283.3 (128.6)2015 (8.96) 3”(80)2002-3 X 11/2 241.0 (109.3)2002-3 X 2 299.4 (135.8) 2015 (8.96) 4”(100)2002-4 X 11/2 268.4 (121.7)2002-4 X 2 326.8 (148.2) 2015 (8.96) 6”(150)2002-6 X 11/2 326.6 (148.1)2002-6 X 2 385.0 (174.6) 2015 (8.96) 8”(200)2002-8 X 11/2 381.3 (172.9)2002-8 X 2 439.7 (199.4) 2015 (8.96) OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com 146 www.tolco.com Size Range — 1" bracing pipe. For brace pipe sizes larger than 1", use TOLCO Fig. 980. Material — Carbon Steel, hardened cone point engaging screw Function — The structural component of a sway and seismic bracing system. Features — This product’s design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (2010) 9.3.5.8.4 indicates clearly that fastener table load values are based only on concentric loading. No threading of the bracing pipe is required. Open design allows for easy inspection of pipe engagement. Application Note — The Fig. 909 is used in conjunction with the TOLCO Fig. 1000, Fig. 1001, Fig. 4 (A) or Fig. 4L pipe clamp, and joined together with bracing pipe. Sway brace assemblies are intend- ed to be installed in accordance with NFPA 13 (or TOLCO State of California OSHPD Approved Seismic Restraint Manual) and the manufacturer’s installation instructions. The required type, number and size of fasteners used for the structure attachment fitting shall be in accordance with NFPA 13 and/or OSHPD. Approvals — Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Installation Instructions — The Fig. 909 is the structural or transi- tional 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, 4A, 4B or 4L to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install — Place the Fig. 909 onto the bracing pipe. Tighten the set bolt until head bottoms out on surface. Attachment can pivot for adjustment to proper brace angle. Finish — Plain Note — Available in Electro-Galvanized and HDG finish. Order By — Figure number, pipe size and finish. TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER — NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. Fig. 909 - No-Thread Swivel Sway Brace Attachment Component of State of California OSHPD Approved Seismic Restraints System Dimensions • Weights Hole Size Max. Design. Max. Design Load Approx. Pipe Size A B H* Load Lbs. Lbs. w/Washer Wt./100 1 6 15⁄8 17/32 2015 2765 91 * Available with hole sizes to accommodate up to 3/4" fastener. Consult Factory. Revision 3/10/2010 S 2 Call our toll free number 800-387-9692 or visit www.itwconstruction.ca for general information. Visit ITW Buildex’s SAMMYS web site www.sammysuperscrew.com for the most current product and technical information. Construction Products ADVANTAGES !"No pre-drilling required. !"Quick to install using the Sammy Nut Driver with no load speed 2000-2500 rpm, minimum 6 amps drill/driver. !"Saves time from traditional methods. !"Reduces installation cost. !" Made in the U.S.A. Installs into wood structures easily and quickly! Available in Vertical, Horizontal and Swivel Head DESCRIPTION/SUGGESTED SPECIFICATIONS Self drilling & self-tapping into wood— The Wood Sammy is perfect for Hanging Sprinklers, Pipes, Electrical Fixture or HVAC Equipment to wood joist, 2x4, OSB, plywood and wood beams. It is available in 1/4", 3/8" and 1/2" threaded coupling. The Wood Sammy is available in vertical mount, horizontal mount, and Swivel mount to accommodate all fastening situations. Sammy’s Vertical Mount Product Features Anchors for Wood Wood Flooring Wood Joist Double Sheetrock Ceiling Not less than 2" nominal width (1-1/2") Not less than 3" nominal thickness (2-1/2") (depth or side of vertical member) Composite / Truss Consult truss manufacturer for recommended installation point. *Pre-drilling may be required for GST 25-380. Tool available on page S 15. For vertical use - install in center of lower face. Minimum 2" embedment into base material for NFPA 13 compliance. Sammy’s Sidewinder® Product Features Not less than 2" nominal width (1-1/2") up to 3-1/2" pipe; not less than 3" (2-1/2") nominal width 4" & 5" pipe Minimum 2-1/2" from bottom for branch lines. Minimum 3" from bottom for main lines. Exception: This requirement shall not apply to 2" or thicker nailing strips resting on top of steel beams. Floor Joist Composite/Truss Consult truss manufacturer for recommended installation point. *Pre-drilling may be required for Model SWG 25-380 (tools available on page S 15) VERTICAL MOUNT SIDEWINDERS® FOR WOOD HORIZONTAL MOUNT S 3Call our toll free number 800-387-9692 or visit www.itwconstruction.ca for general information. Visit ITW Buildex’s SAMMYS web site www.sammysuperscrew.com for the most current product and technical information. Construction Products SAMMYS for Wood APPLICATIONS Sprinkler Systems Pipes/Plumbing Electrical Lighting and Fixtures HVAC Equipment and Fixutres APPROVALS See Selection Chart for items with approvals. Sammy Swivel Head Product Features !"Eliminates distortion of threaded rod. !"Accommodates up to 3 ½" x 12 pitch roof. !"Allows 17° deflection from vertical. !"Saves time from traditional methods. !"Reduces installation cost. !"Made in the U.S.A. Important Vertical Installation Notes Warranty requires the use of appropriate nut drivers for installation. Model #14 Nut Driver Item No: 100 Color: Black Use With Sammys for 1/4" and 3/8" Rod PN 8113910 Eye protection should be worn at all times when installing this product. 1. Insert the appropriate nut driver into a 3/8" or 1/2" portable drill. 2. Insert the SAMMYS into the #14 (black) nut driver (p/n 8113910). Drill should be in a vertical position. 3. Push the face of the nut driver tight to the member. When the nut driver spins freely on the SAMMYS, stop drill and remove. 4. The SAMMYS is now ready to receive 1/4", 3/8", 1/2" or metric all thread rod, bolt stock. (The 1/2" requires the #14SW red nut driver) INSTALLATION INSTRUCTIONS VERTICAL MOUNT Fig. 1 Fig 2. Fig. 3 Fig.4 Important Horizontal Installation Notes Warranty requires the use of appropriate nut drivers for installation. Sidewinders must be installed using Model #14SW (Red) nut driver only. Item No: 101 PN: 8114910 Eye protection should be worn at all times when installing this product. 1. Insert the appropriate nut driver into a 3/8" or 1/2" portable drill. 2. Insert the SAMMYS into the #14W (red) nut driver (p/n 8114910). With drill unit in a horizontal position and at a right angle to the structural member, begin installation. 3. When the nut driver spins free on the SAMMYS, stop drill and remove. 4. The unit is now ready to receive 1/4", 3/8", or metric all thread rod, bolt stock. Fig. 1 Fig 2. Fig. 3 Fig.4 INSTALLATION INSTRUCTIONS HORIZONTAL MOUNT S 4 Call our toll free number 800-387-9692 or visit www.itwconstruction.ca for general information. Visit ITW Buildex’s SAMMYS web site www.sammysuperscrew.com for the most current product and technical information. Construction Products SAMMYS for Wood SAMMYS Horizontal Mount ROD SIZE PART NUMBER MODEL DESCRIPTION ULTIMATE PULLOUT LBS TEST LOAD LBS BOX QTY CASE QTY NUT DRIVER 3/8"8020957 SWG 10 1/4 x 1"622 (Fir)300 25 125 Part # 8114910 3/8"8021957 SWG 20 1/4 x 2"1725 (Fir)1050 25 125 3/8"8073925 SWG 20-SS 1/4 x 2"1725 (Fir)850 25 125 3/8"8022925 SWG 25-380 3/8 x 2-1/2"2249 (Fir)1500 25 125 SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. SAMMYS Swivel Head® ROD SIZE PART NUMBER MODEL DESCRIPTION ULTIMATE PULLOUT LBS TEST LOAD LBS TEST LOAD LBS MIN THICKNESS BOX QTY CASE QTY NUT DRIVER 3/8"8139957 SH-GST 20 1/4 x 2"1257 (Fir)1050 1475 25 125 125 Part # 81139103/8"8141957 SH-GST 30 1/4 x 3"1720 (Fir)1500 1475 25 125 3/8"*8269957 SH-GST/CST 20 5/16 x 1-3/4" 1903 Dim. Lumber 1406 @ 45° o vertical Dim. Lumber 1500 850 @ 45°25 125 Part # 8273910 1/2"8303957 SH-GST/CST 2.0 5/16 x 1-3/4" 1903 Dim. Lumber 1406 @ 45° o vertical Dim. Lumber 25 125 SELECTION CHART SAMMYS Vertical Mount ROD SIZE PART NUMBER MODEL DESCRIPTION ULTIMATE PULLOUT LBS TEST LOAD LBS TEST LOAD LBS BOX QTY CASE QTY NUT DRIVER 1/4"8002957 GST 100 1/4 x 1"210 (7/16” OSB) 670 (3/4” Ply)25 125 Part # 8113910 1/4"8003957 GST 200 1/4 x 2"1760 (Fir)25 125 1/4"8004957 GST 300 1/4 x 3"2060 (Fir)25 125 3/8"8007957 GST 10 1/4 x 1"210 (7/16” OSB) 670 (3/4” Ply)300 25 125 3/8"8008957 GST 20 1/4 x 2"1760 (Fir)850 1475 25 125 3/8"8068925 GST 20-SS 1/4 x 2"1760 (Fir)850 25 125 3/8"8009925 GST 25-380 3/8 x 2-1/2"2113 (Fir)1500 25 125 3/8"8010957 GST 30 1/4 x 3"2060 (Fir)1500 1475 25 125 3/8"8069925 GST 30-SS 1/4 x 3"2060 (Fir)25 125 3/8"8011925 GST 40 1/4 x 4"2180 (Fir)25 125 1/2"8013925 GST 2 1/4 x 2"1760 (Fir)25 125 Part # 81149101/2"8014925 GST 2.5-380 3/8 x 2-1/2"2113 (Fir)25 125 1/2"8015925 GST 3 1/4 x 3"2275 (Fir)25 125 Floor Joist !"Part # 8113910 !"Part # 8114910 !"Part # 8273910 * May require pre-drilling; consult joist manufacturer. S 5Call our toll free number 800-387-9692 or visit www.itwconstruction.ca for general information. Visit ITW Buildex’s SAMMYS web site www.sammysuperscrew.com for the most current product and technical information. Construction Products SH GST/CST 20 FOR 3/8" ROD & SH GST/CST 2.0 FOR 1/2" ROD Designed for use in wood structural member or con- crete structures such as poured concrete. In wood structures the SH-GST/CST 20 or 2.0 can be used in a minimum thickness of 2" (nominal 1-1/2") or composite wood joists. Consult manufacturer for recommended installation point. In concrete structures the SH-GST/CST 20 or 2.0 can be used in concrete structures such as poured concrete, T- or L-beams with compressive strength of 3000-5000 psi. SWIVEL HEAD FOR 3/8" & 1/2" RODS SPECIFICATIONS Restrained Pipe Size: Up to Schedule 40 pipe 2" or less Max Length of Restraint Material: See Maximum Horizontal Load Tables below. Maximum Angle: 45° from horizontal Material: Carbon Steel Screw Description: 5/16" x 1-3/4" Hi-Lo Tapcon® Finish: Electro-zinc (cap) Blue Climaseal® (fastener) Testing: BX Report # R-1362. Listing: UL 203A pending Installation: Must be installed with #14 SH Orange Nut Driver (Part No. 8273910) SAMMYS for Wood – Seismic Restraint SAMMYS for Wood - Seismic Restraint ROD SIZE PART NUMBER MODEL MIN THICKNESS APPLICATION BOX QTY CASE QTY 3/8"8021957 SWG 20 1-1/2”Wood, Dim. Lumber, TGI/TJI Joist 25 125 3/8"8022925 SWG 25-380 1-1/2”Wood, Dim. Lumber, TGI/TJI Joist 25 125 3/8"8269957 SH-GST/CST 20 1-1/2”Wood, Dim. Lumber, TGI/TJI Joist 25 125 1/2"8270957 SH-GST/CST 2.0 1-1/2”Wood, Dim. Lumber, TGI/TJI Joist 25 125 SELECTION CHART PERFORMANCE TABLES Maximum Rod Length for l/r=100, 200, 300, and 400 Restraint Shape and Size Nominal Diameter Area (in.2)Least Radius of Gyration, r (in.) Maximum Rod Length for l/r (ft) l/r = 100 l/r = 200 l/r = 300 l/r = 400* Rods (all thread)3/8 in.0.07 0.075 0.6 1.3 1.9 2.5 1/2 in.0.129 0.101 0.8 1.7 2.5 3.4 Rods (threaded at ends only)3/8 in.0.11 0.094 0.8 1.6 2.4 3.1 1/2 in.0.196 0.125 1.0 2.1 3.1 4.2 Reference: NFPA 13, (2007) * Reference: NFPA 13, (2010) SWG 20 AND SWG 25 380 FOR 3/8" ROD Structural attachment fitting for installation of branch/end of line restraint using 3/8" threaded rod. Designed for use in wood structural member with a minimum thickness of 2" (nominal 1-1/2"). Can be used in composite wood joists; consult manufacturer for recommended installation point. These fastening systems provide a secure and economical attachment to the structure. The SWG 20 and SWG 25-380 models provide a one-piece upper structural attachment in a wide range of wood thicknesses. Pre-drilling may be required for model SWG 25-280. SPECIFICATIONSSIDEWINDER FOR 3/8" & 1/2" RODS Restrained Pipe Size: Up to Schedule 40 pipe 2" or less Max Length of Restraint Material: See Maximum Horizontal Load Tables below. Maximum Angle: 45° from horizontal Material: Carbon Steel Screw Description: (SWG 20): 1/4"-10 x 2" wood screw (SWG 25-380): 3/8"-10 x 2-1/2" wood screw Finish (both): Electro-zinc (cap & fastener) Testing: BX Report # R-1362 Listing: UL 203 as a pipe hanger UL 203A pending Installation: Must be installed with #14 SW Red Nut Driver (Part No. 8114910) OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com 91 www.tolco.com Revision 12/18/2008 Fig. 200 - “Trimline” Adjustable Band Hanger Fig. 200R (Import) - "Trimline" Adjustable Band Hanger w/Retainer Ring Size Range — 1/2" thru 8" pipe Material — Carbon Steel, Mil. Galvanized to G90 specifications Function — For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features — • (1/2" thru 2") Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is eas- ily installed around pipe. • (21⁄2" thru 8") Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals — Underwriters’ Laboratories listed (1/2" thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW-H-171E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature — 650°F Finish — Mil. Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nub. Order By — Figure number and pipe size Note — Figure 200R (import) with retainer ring and non-captured knurl nut. Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. Wt./100 1/2 3/8 8mm or 10mm 31⁄8 25⁄8 400 11 3/4 3/8 8mm or 10mm 31⁄8 21⁄2 400 11 1 3/8 8mm or 10mm 33⁄8 25⁄8 400 12 11⁄4 3/8 8mm or 10mm 33⁄4 27⁄8 400 13 11⁄2 3/8 8mm or 10mm 37⁄8 27⁄8 400 14 2 3/8 8mm or 10mm 41⁄2 3 400 15 21⁄2 3/8 10mm 55⁄8 41⁄8 600 27 3 3/8 10mm 57⁄8 4 600 29 31⁄2 3/8 10mm 73⁄8 51⁄4 600 34 4 3/8 10mm 73⁄8 5 1000 35 5 1/2 12mm 91⁄8 61⁄4 1250 66 6 1/2 12mm 101⁄8 63⁄4 1250 73 8 1/2 12mm 131⁄8 83⁄4 1250 136 A B A B A B A B Fig. 200 1" - 2"Fig. 200 21⁄2" - 8" Fig. 200R 21⁄2" - 8"Fig. 200R 1/2" - 2" OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com 72 www.tolco.com Revision 12/15/2008 Size Range — Secures 3/8" thru 7/8" hanger rod Material — Carbon Steel Function — Secures channel to hanger rod for vertical seismic bracing. Approvals — Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines Finish — Electro Galvanized Note — Available in HDG finish or Stainless Steel materials. Order By — Figure number Fig. 98 - Rod Stiffener Fig. 98B - Rod Stiffener w/Break-off Bolt Head Fig. 99 - All Thread Rod Cut to Length Size Range — Secures 3/8" thru 7/8" rod in 1" increments Material — Carbon Steel Maximum Temperature — 750°F Finish — Plain Note — Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By — Figure number, rod diameter, rod length and finish Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F Wt./100 1/4 240 12 3/8 730 29 1/2 1350 53 5/8 2160 84 3/4 3230 123 7/8 4480 169 1 5900 222 11⁄4 9500 360 11⁄2 13800 510 Dimensions • Weights Component of State of California OSHPD Approved Seismic Restraints System Size Range — Secures 3/8" thru 11⁄2" rod in 10’ lengths Material — Carbon Steel Maximum Temperature — 750°F Finish — Plain Note — Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By — Figure number, rod diameter and finish Dimensions Rod Max. Rec. Load Lbs. Size For Service Temp 650°F 3/8 730 1/2 1350 5/8 2160 3/4 3230 7/8 4480 Fig. 100 - All Thread Rod Full Length FIG. 98B FIG. 98 5-1/4" 4-3/4" 1 5 9 8 10 3 6 2 4 12 11 7 MVC15-1N/A 9/3/2015 MODEL MVC-15 METRAVENT AUTOMATIC AIR VENT MODEL MVC-15 METRAVENT AUTOMATIC AIR VENT NSF 372 - LEAD FREEThe wetted surface of this product contactedby consumable water contains less than onequarter of one percent (0.25%) of lead byweight. Material complies with state codesand standards, where applicable, requiring reduced lead content. 9/4/2015ZB QTY SIZE PART NUMBER MAX TEMP INLET SIZE OUTLET SIZE ORIFICE SIZE WT (LBS) 1/2" (15mm)MVC150050 250 F 1/2" NPT 1/2" NPT 1/16"5-1/2 3/4" (20mm)MVC150075 250 F 3/4" NPT 1/2" NPT 1/16"5-1/2 1" (25mm)MVC150100 250 F 1" NPT 1/2" NPT 1/16"5-1/2 PART PART NAME MATERIAL 1 BODY CAST IRON A126 2 COVER CAST IRON A126 3 LEVER FRAME STAINLESS STEEL 4 SEAT STAINLESS STEEL 5 FLOAT STAINLESS STEEL 6 GASKET NON ASBESTOS PART PART NAME MATERIAL 7 COVER BOLT CARBON STEEL 8 FLOAT ARM STAINLESS STEEL 9 ORIFICE BUTTON FLUOROELASTOMER 10 PIVOT PIN/RETAINER STAINLESS STEEL 11 PIPE PLUG (0.5")STAINLESS STEEL 12 LOCATOR STAINLESS STEEL REV. 1 PART NUMBER UPDATED DATE 2/28/2017 DRAWN BY: APPROVED:DATE: DATE: SCALE:DRAWING NUMBER: CUSTOMER:__________________________________ PROJECT:____________________________________ ENGINEER:___________________________________ 2323 W. HUBBARD ST.CHICAGO, IL 60612TEL: 312-738-3800FAX: 312-738-0415WWW.METRAFLEX.COM DKISH 6" 5-1/8" 1 5 9 8 10 3 6 2 4 12 11 7 MAX WORKING PRESSURE300 PSI @ 150 F260 PSI @ 250 F MVC30-1N/A 9/4/2015ZB9/4/2015 NSF 372 - LEAD FREEThe wetted surface of this product contactedby consumable water contains less than onequarter of one percent (0.25%) of lead byweight. Material complies with state codesand standards, where applicable, requiring reduced lead content. MODEL MVC-30 METRAVENT AUTOMATIC AIR VENT MODEL MVC-30 METRAVENT AUTOMATIC AIR VENT QTY SIZE PART NUMBER MAX TEMP INLET SIZE OUTLET SIZE ORIFICE SIZE WT (LBS) 1/2" (15mm)MVC300050 250 F 1/2" NPT 1/2" NPT 1/16"8 3/4" (20mm)MVC300075 250 F 3/4" NPT 1/2" NPT 1/16"8 1" (25mm)MVC300100 250 F 1" NPT 1/2" NPT 1/16"8 PART PART NAME MATERIAL 1 BODY CAST IRON A126 2 COVER CAST IRON A126 3 LEVER FRAME STAINLESS STEEL 4 SEAT STAINLESS STEEL 5 FLOAT STAINLESS STEEL 6 GASKET NON ASBESTOS PART PART NAME MATERIAL 7 COVER BOLT CARBON STEEL 8 FLOAT ARM STAINLESS STEEL 9 ORIFICE BUTTON FLUOROELASTOMER 10 PIVOT PIN/RETAINER STAINLESS STEEL 11 PIPE PLUG (0.5")STAINLESS STEEL 12 LOCATOR STAINLESS STEEL REV. 1 PART NUMBER UPDATED DATE 2/28/2017 DRAWN BY: APPROVED:DATE: DATE: SCALE:DRAWING NUMBER: CUSTOMER:__________________________________ PROJECT:____________________________________ ENGINEER:___________________________________ 2323 W. HUBBARD ST.CHICAGO, IL 60612TEL: 312-738-3800FAX: 312-738-0415WWW.METRAFLEX.COM DKISH OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org November 4, 2022 Click or tap here to enter text. Re: TI Fire Sprinkler Plan Review – Welbe Health FSS2022-0355 (46805 Dune Palms Rd) The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions. The following inspections/tests are required to be witnessed by the Office of the Fire Marshal staff: 1) Overhead Rough: All installed/relocated piping must be visible. 2) Final inspection: All trim is in place, 5-Year certification is current. New/added heads shall be included in the spare head box compliment. *Water-flow signal test may be performed during the Final Inspection. All persons performing work on the automatic fire sprinkler system shall be Certified Sprinkler Fitters or Registered with the State Fire Marshal for Apprentice or Trainee classification. The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 48 hours in advance and may be arranged by calling (760)777-7131. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Rebecca Winscott - 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: 46805 Dune Palms Rd PERMIT#: FSS2022-0355 DATE ISSUED: 11/04/22 DESCRIPTION: Welbe Heath TI CONTRACTOR: A & D Fire 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.