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2742 STATE ST; ; FPC2020-0019; Permit
.j F 1IITl i I1IiI (Laty of Carlsbad AT~) Awom Print Date: 10120/2020 Job Address: 2742 STATE ST, CARLSBAD, CA 92008-1628 Permit Type: FIRE-Construction Commercial Work Class Parcel #: 2031811900 Track #: Valuation: $0.00 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Permit No: FPC2020-0019 Status: Closed - Finaled Fire Sprinklers Applied: 02/03/2020 Issued: 05/13/2020 Finaled Close Out: 10/20/2020 Inspector: Final Inspection: Project Title: Description: STATE STREET COMMONS -REVISED PLANS FOR NEW RISER (1), NEW PIPING & UPRIGHT/PENDENT/SIDEWALL SPRINKLERS (2 HEADS, EXISTING BLDG, MIXED USE, NEW CONSTRUCTION OF 2ND FLOOR) Applicant: FPContractor: TITAN FIRE PROTECTION INC TITAN FIRE PROTECTION INC EDUARDO MARTINEZ 1341 DISTRIBUTION WAY, # STE 14 1341 DISTRIBUTION WAY, # STE 14 VISTA, CA 92081-8843 VISTA, CA 92081-8843 (760) 295-3436 (760) 295-3436 FEE AMOUNT FIRE Hourly Services First Hour $159.00 FIRE NFPA 13 System > 100 heads (includes 1 riser) $858.00 FIRE Plan Review Per Hour - Office Hours $204.00 Total Fees: $1,221.00 Total Payments To Date: $1,221.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 760-602-4665 760-602-8561 f I www.carlsbadca.gov Contractor's Material and Test Certificate for Aboveground Piping 61 . - , - PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is understood the owner's representatives signature in noway prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME 1 '7L/ 7- cT -rC ci- DATE / ('3 Z"02-0 PROPERTY ADDRESS PLANS ACCEPTED BY APPROVING AUTHORITIES (NAMES) ADDRESS INSTALLATION CONFORMS TO ACCEPT PLANS EQUIPMENT UDED IS APPROVED. IF NO, EXPLAIN DEVIATIONS El YES El YES D NO lj NO INSTRUCTIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO, EXPLAIN El YES El NO HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES? SYSTEM COMPONENTS INSTRUCTIONS CARE AND MAINTENANCE INSTRUCTIONS NFPA25 JO YES JO YES JO YES El YES El NO El NO El NO El NO LOCATION OF SYSTEM MAKE MODEL YEAR OF MANUFACTURE ORIFICE SIZE QUANTITY TEMPERATURE RATING SPRINKLERS PIPE AND FITTINGS Type of Pipe Type of Fittings - ALARM VALVE OR FLOW INDICATOR ALARM DIVICE MAXIMUM TIME TO OPERATE THROUGH TEST CONNECTION TYPE MAKE MODEL MINUTE SECOND DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. DRY PIPE OPERATING TEST TIME TO TRIP THROUGH TEST CONNECTION' WATER PRESSURE AIR PRESSURE TRIP POINT AIR PRESSURE TIME WATER REACHED TEST OUTLET' ALARM OPERATED PROPERLY MIN SEC PSI PSI PSI MIN SEC YES NO Without Q.O.D. With Q.O.D. IF NO, EXPLAIN MEASURED FROM TIME INSPECTOR'S TEST CONNECTION IS OPENED. OPERATION 0 PNEUMATIC 0 ELECTRIC 0 HYDRAULIC PIPING SUPERVISED 11 YES El NO I DETECTING MEDIA SUPERVISED D YES El NO DOES VALVE OPERATE FROM THE MANUAL TRIP, REMOTE, OR BOTH CONTROL STATIONS D YES El NO IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING D YES ID NO DELUGE AND PREACTION IF NO, EXPLAIN VALVES DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM? OPERATE VALVE RELEASE? OPERATE RELEASE YES NO YES NO MIN SEC PRESSURE REDUCING SSU E VALVE TEST LOCATION & FLOOR MAKE& MODEL SETTING STATIC PRESSURE RESIDUAL PRESSURE (FLOWING) FLOW RATE INLET (PSI) OUTLET (PSI) INLET (PSI) OUTLET (PSI) FLOW (GPM) _____________________________ HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bars) for 2 hours or 50 psi (3.4 bars) above static pressure in excess of 150 psi (10.2 bars) for 2 tours. Differential dry-pipe valve clappers shall beleft open during the test to TEST prevent damage. All aboveground piping leakage shall be stopped. DESCRIPTION PHEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop, which shall not exceed 1 /2 psi (0.1 tars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 1 'A psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT PSI ( BARS) FOR HOURS DRY PIPING PNEUMATICALLY TESTED? ID YES El NO EQUIPMENT OPERATES PROPERLY? ID YES El NO IF NO, STATE REASON DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTS TESTING SYSTEMS OR STOPPING LEAKS? El YES ID NO DRAIN READING OF GAUGE LOCATED NEAR WATER RESIDUAL PRESSURE WITH VALVE IN TEST TEST SUPPLY TEST CONNECTION: PSI( BARS CONNECTION OPEN WIDE: PSI( BARS UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING VERIFIED BY COPY OF THE U FORM NO. 85B ID YES El NO FLUSHED BY INSTALLER OF UNDERGROUND SPRINKLER PIPING n YES El NO IF POWER-DRIVEN FASTENERS ARE USED IN CONCRETE, HAS REPRESENTATIVE SAMPLE TESTING BEEN SATISFACTORILY COMPLETED? ID YES El NO BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED GASKETS WELDING PIPE El YES ID NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMETNS OF THE LEAST AWS D10.9, LEVEL AR-3? El YES ID NO WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF THE LEAST AWS D10.9, LEVEL AR-3? El YES ID NO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO ENSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENING IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? El YES l NO CUTOUTS DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL (DISCS) CUTOUTS (DISCS) ARE RETRIEVED? El YES ID NO HYDRAULIC DATA NAMEPLATE APPROVED IF NO, EXPLAIN NAMEPLATE El YES ID NO REMARKS DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN TESTS WITNESSED BY FOR PROPERTY OWNER (SIGNED) TITLE DATE SIGNATURES FOR SPRINKLER CONTRACTOR (SIGNED) TITLE DATE Foreman 3/18/2020 ADDITIONAL EXPLANATION AND NOTES: Contractor's Material and Test Certificate for Aboveground Piping -61F, T A. %, PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME DATE PROPERTY ADDRESS PLANS ACCEPTED BY APPROVING AUTHORITIES (NAMES) ADDRESS INSTALLATION CONFORMS TO ACCEPT PLANS EQUIPMENT UDED IS APPROVED. IF NO, EXPLAIN DEVIATIONS El YES El YES l NO D NO INSTRUCTIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO, EXPLAIN El YES ID NO HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES? SYSTEM COMPONENTS INSTRUCTIONS CARE AND MAINTENANCE INSTRUCTIONS NFPA25 ID YES ID YES ID YES ID YES El NO El NO El NO El NO LOCATION OF SYSTEM MAKE MODEL YEAR OF MANUFACTURE ORIFICE SIZE QUANTITY TEMPERATURE RATING SPRINKLERS PIPE AND FITTINGS Type of Pipe Type of Fittings - ALARM VALVE OR FLOW INDICATOR ALARM DIVICE MAXIMUM TIME TO OPERATE THROUGH TEST CONNECTION TYPE I MAKE MODEL MINUTE SECOND DRY PIPE DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. TIME TO TRIP THROUGH TEST CONNECTION' WATER PRESSURE AIR PRESSURE TRIP POINT AIR PRESSURE TIME WATER REACHED TEST OUTLET' ALARM OPERATED PROPERLY OPERATING TEST MIN SEC PSI PSI PSI MIN SEC YES NO Without Q.O.D. With Q.O.D. IF NO, EXPLAIN MEASURED FROM TIME INSPECTOR'S TEST CONNECTION IS OPENED. OPERATION 0 PNEUMATIC 0 ELECTRIC 0 HYDRAULIC PIPING SUPERVISED D YES ll NO I DETECTING MEDIA SUPERVISED ID YES ID NO DOES VALVE OPERATE FROM THE MANUAL TRIP, REMOTE, OR BOTH CONTROL STATIONS ID YES ID NO DELUGE AND IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING ID YES ID NO PREACTION IF NO, EXPLAIN VALVES DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM? OPERATE VALVE RELEASE? OPERATE RELEASE YES NO YES NO MIN SEC PRESSURE REDUCING SSU VALVE TEST LOCATION & FLOOR MAKE& MODEL SETTING STATIC PRESSURE RESIDUAL PRESSURE (FLOWING) FLOW RATE INLET( SI) OUTLET (PSI) INLET( SI) OUTLET (PSI) FLOW (GPM) _____________________________ HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bars) for 2 hours or 50 psi (3.4 bars) above static pressure in excess of 150 psi (10.2 bars) for 2 tours. Differential dry-pipe valve clappers shall beleft open during the test to TEST prevent damage. All aboveground piping leakage shall be stopped. DESCRIPTION PHEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop, which shall not exceed 1 '/2 psi (0.1bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 1 '/2 psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT PSI (___ BARS) FOR HOURS DRY PIPING PNEUMATICALLY TESTED? ID YES El NO EQUIPMENT OPERATES PROPERLY? ID YES El NO IF NO, STATE REASON DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTS TESTING SYSTEMS OR STOPPING LEAKS? El YES ID NO DRAIN I READING OF GAUGE LOCATED NEAR WATER RESIDUAL PRESSURE WITH VALVE IN TEST TEST SUPPLY TEST CONNECTION: PSI( BARSI CONNECTION OPEN WIDE: PSI ( BARS) UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING VERIFIED BY COPY OF THE U FORM NO. 85B ID YES El NO FLUSHED BY INSTALLER OF UNDERGROUND SPRINKLER PIPING ID YES R1 NO IF POWER-DRIVEN FASTENERS ARE USED IN CONCRETE, HAS REPRESENTATIVE SAMPLE TESTING BEEN SATISFACTORILY COMPLETED? ID YES El NO BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED GASKETS WELDING PIPE El YES El NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMETNS OF THE LEAST AWS D10.9, LEVEL AR-3? El YES NO WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF THE LEAST AWS DI0.9, LEVEL AR-3? El YES J NO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO ENSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENING IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? El YES ri NO CUTOUTS DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL (DISCS) CUTOUTS (DISCS) ARE RETRIEVED? El YES ID NO HYDRAULIC DATA NAMEPLATE APPROVED IF NO, EXPLAIN NAMEPLATE El YES ID NO REMARKS DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN TESTS WITNESSED BY FOR PROPERTY OWNER (SIGNED) TITLE DATE SIGNATURES FOR SPRINKLER CONTRACTOR (SIGNED) TITLE DATE Foreman 3/18/2020 ADDITIONAL EXPLANATION AND NOTES: No. 217 CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: State Street Commons SR#: PC2019-0056 (Assigned upon plan submittal) PROJECT ADDRESS: 2742-2752 State Street CITY: Carlsbad PHONE: ( 760) 295-3436 (Titan Fire Protection) FAX NUMBER: (760) 295-3437 Largest Building (ft.2): 16.316 Sprinkled? no Construction Type: V-B SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): State Street between Beech Avenue and Grand Avenue TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 87 PSI Hydrant Number (if applicable):H60947/H62207 Elevation of test: 41 Feet Main Size: 6 and 8 INCH Pressure Zone: 241 Feet Date/Time of Test: Pitot Tube Reading: PSI Corresponding Flow: GPM Total Flow: 2,900 GPM Residual Pressure 58 PSI At peak demand , this water system is capable of providing a fire flow discharge at 20 psi of 4,675 gpm. However, this exceeds the City's velocity criteria of 10 fps. Therefore, the maximum available fire flow that satisfies both the pressure and velocity criteria is 2,900 gpm. This occurs as a combination of two nearby hydrants. The minimum required fire flow for the building square footage and construction type listed, with no sprinklers, is 3,500 gpm. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x Name: Jennifer R. Mael, P.E. Eng. Lic. No. (if applicable):C69606 Signature: _ Title/Org: PØiec/ Ver Date: 01/28/2020 V #217 State Street Commons (2742-2752 State Street) - Fire Flow Analysis OFKAN plan PflOTUCYION Fire Protection Contractor - License #989280 FIRE SUPPRESSION HYDRAULIC CALCULATIONS STATE STREET COMMONS 2742-2752 STATE STREET CARLSBAD, CA 92008 JOB # 19592 HYDRAULIC CALCULATIONS for Job Information Project Name: State Street Commons (Rev.2) Contract No. : 19592 City: Carlsbad, CA 92008 Project Location: 2742-2752 State Street Date: 1/11/2020 Contractor Information Name of Contractor: Titan Fire Protection Address: 2880 Scott Street, Ste 105 City: Vista, CA 92081 Phone Number: E-mail: Name of Designer: JCR Authority Having Jurisdiction: Local Authority Design Remote Area Name 1 Remote Area Location 2nd Floor Occupancy Classification Light Density (gpm/ft2) 0.127 Area of Application (ft2) 1537 Coverage per Sprinkler (ft2) 117 Number of Calculated Sprinklers 16 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 368.6 Required Pressure at Source (psi) 74 Type of System Wet Volume - Entire System (gal) 339.1 gal Water Supply Information Date 01-28-20 Location Hydrant #H60947/H62207 Source Wi Notes File: State Street Commons.dwg Date 4/20/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 1 Supply 1: Wi Flow (gpm) Pressure (psi) 0 87 2900 58 Supply Analysis Job: State Street Commons (Rev.2) Hydraulic Analysis for: I Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water © 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lbs/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters I Node at Source Static Pressure I Residual Pressure I i Flow I I Available I Pressure I I Total Demand I I Required Pressure (psi) (psi) (gpm) ) I I I (psi) (gpm) I (psi) Wi 87 58 2900 86.4 368.6 74 Hoses Inside Hose Flow I Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) 100 Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 268.6 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 268.6 Other Required Margin of Safety (psi) 0 WI - Pressure (psi) 74 WI - Flow (gpm) 268.6 Demand wlo System Pump(s) N/A File: State Street Commons.dwg Date 4/20/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 2 Job : State Street Commons (Rev.2) Hydraulic Analysis for: I Supply* System Demand Add Out Hose 0 AvalableAt Source i 7Okr!IJ-------- - -I U. __ 40, 'f 0i 1.000 1500 2000 2500 3000 3500 Flow, gpm File: State Street Commons.dwg Page 3 Date 4/20/2020 Copyright © 2002-2012 Tyco Fire Protection Products Job State Street Commons (Rev.2) Hydraulic Analysis for: Graph Labels Label Description Values Flow (gpm) Pressure (psi) Si Supply point #1 - Static 0 87 S2 Supply point #2 - Residual 2900 58 Di Elevation Pressure 0 13.1 D2 System Demand 268.6 74 D3 System Demand + Add.Out.Hose 368.6 74 Curve Intersections & Safety Margins Curve Name Intersection I Safety Margin I Pressure (psi) I Flow (gpm) Pressure (psi) I © Flow (gpm) Supply 86.6 297.4 12.4 1 368.6 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psil/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) H101 Overhead Sprinkler 117 5.6 0.1 11.7 7 0.159 18.6 11.1 Overhead H102 Sprinkler 117 5.6 0.1 11.7 7 0.155 18.1 10.5 H103 Overhead 117 5.6 0.1 11.7 7 0.133 15.6 7.7 Sprinkler H104 Overhead Sprinkler 117 5.6 0.1 11.7 7 0.159 18.7 11.1 H105 Overhead Sprinkler 117 5.6 0.1 11.7 7 0.155 18.2 10.5 H106 Overhead 117 5.6 0.1 11.7 7 0.135 15.7 7.9 Sprinkler H107 Overhead 117 5.6 0.1 11.7 7 0.165 19.4 12 Sprinkler H108 Overhead 117 5.6 0.1 11.7 7 0.161 18.9 11.4 Sprinkler H109 Overhead 117 5.6 0.1 11.7 7 0.136 15.9 8.1 Sprinkler H11O Overhead Sprinkler 117 5.6 0.1 11.7 7 0.133 15.5 7.7 Hill Overhead 117 5.6 0.1 11.7 7 0.127 14.9 7.1 Sprinkler H112 Overhead Sprinkler 117 5.6 0.1 11.7 7 0.132 15.5 7.6 H113 Overhead Sprinkler 117 5.6 0.1 11.7 7 0.127 14.8 7 File: State Street Commons.dwg Date 4/20/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 4 H114 Overhead Sprinkler 117 5.6 0.1 11.7 7 0.131 15.4 7.5 H115 Overhead Sprinkler 117 5.6 0.1 11.7 7 0.149 17.4 9.7 H116 Overhead 117 5.6 0.1 11.7 7 0.137 16 8.2 Sprinkler File: State Street Commons.dwg Date 4/20/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 5 Job: State Street Commons (Rev.2) Hydraulic Calculations I Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge ft gpm/psi1/2 gpm gpm ft2 gpm/ft2 psi psi psi gpm H113 Overhead Sprinkler 5.6 14.8 117 7 7 65.27 HEAD Open 3.1 0.127 -13 11.7 Hill Overhead Sprinkler 5.6 14.9 117 7.1 7 65.27 HEAD Open 3.2 0.127 -13 11.7 H114 Overhead Sprinkler 5.6 15.4 117 7.5 7 64.46 HEAD Open 3.7 0.131 -12.6 11.7 H112 Overhead Sprinkler 5.6 15.5 117 7.6 7 64.46 HEAD Open 3.8 0.132 -12.6 11.7 H110 Overhead Sprinkler 5.6 15.5 117 7.7 7 64.42 HEAD Open 3.8 0.133 -12.6 11.7 H103 Overhead Sprinkler 5.6 15.6 117 7.7 7 65.2 HEAD Open 3.9 0.133 -13 11.7 H106 Overhead Sprinkler 5.6 15.7 117 7.9 7 65.2 HEAD Open 4 0.135 -13 11.7 H109 Overhead Sprinkler 5.6 15.9 117 8.1 7 65.5 HEAD Open 4.2 0.136 -13.1 11.7 H116 Overhead Sprinkler 5.6 16 117 8.2 7 64.46 HEAD Open 4.3 0.137 -12.6 11.7 H115 Overhead Sprinkler 5.6 17.4 117 9.7 7 62.5 HEAD Open 5.7 0.149 -11.8 11.7 H102 Overhead Sprinkler 5.6 18.1 117 10.5 7 65.14 HEAD Open 6.4 0.155 -12.9 11.7 H105 Overhead Sprinkler 5.6 18.2 117 10.5 7 65.14 HEAD Open 6.5 0.155 -12.9 11.7 H101 Overhead Sprinkler 5.6 18.6 117 11.1 7 64.46 HEAD Open 6.9 0.159 -12.6 11.7 H104 Overhead Sprinkler 5.6 18.7 117 11.1 7 64.46 HEAD Open 7 0.159 -12.6 11.7 H108 Overhead Sprinkler 5.6 18.9 117 11.4 7 65.14 HEAD Open 7.2 0.161 -12.9 11.7 H107 Overhead Sprinkler 5.6 19.4 117 12 7 64.46 HEAD Open 7.7 0.165 -12.6 11.7 443 Node 8.2 65.5 NODE -13.1 442 Node 8.4 65.5 NODE -13.1 431 Node 9.4 62.5 NODE -11.8 430 Node 9.4 62.5 NODE -11.8 429 Node 9.4 62.5 NODE -11.8 427 Node 9.8 62.5 NODE -11.8 425 Node 10.4 62.5 NODE -11.8 438 Node 10.5 62.5 NODE -11.8 423 Node 11 62.5 NODE 1 -11.8 File: State Street Commons.dwg Date 4/20/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 6 Job: State Street Commons (Rev.2) Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge ft gpm/psi1/2 gpm gpm ft2 gpm/ft2 psi psi psi gpm 007 Node 13.3 62.5 NODE -11.8 016 Node 13.4 62.5 NODE -11.8 017 Node 13.4 62.5 NODE -11.8 018 Node 14.3 62.5 NODE -11.8 022 Node 16.5 62.5 NODE -11.8 365 Node 21.9 64.5 NODE -12.7 075 Node 22.3 64.5 NODE -12.7 364 Node 22.9 64.5 NODE -12.7 078 Node 23 64.5 NODE -12.7 079 Node 23.8 64.5 NODE -12.7 363 Node 24 64.5 NODE -12.7 362 Node 25.1 64.5 NODE -12.7 361 Node 25.8 64.5 NODE -12.7 360 Node 26.4 64.5 NODE -12.7 082 Node 26.6 64.5 NODE -12.7 359 Node 26.8 64.5 NODE -12.7 358 Node 27 64.5 NODE -12.7 356 Node 27.2 64.5 NODE -12.7 083 Node 27.3 64.5 NODE -12.7 086 Node 28.2 64.5 NODE -12.7 087 Node 29.2 64.5 NODE -12.7 088 Node 30.3 64.5 NODE -12.7 089 Node 31.8 64.5 NODE -12.7 076-0 Node 55.3 42.02 NODE -2.9 076-I Node 57.4 41.7 NODE 1 -2.8 File: State Street Commons.dwg Date 4/20/2020 Copyright @ 2002-2012 Tyco Fire Protection Products Page 7 Job : State Street Commons (Rev.2) Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi1/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 247 Node 57.9 40.79 NODE -2,4 349 Node 60.9 41.79 NODE -2.8 BFP-O Node 60.9 41.79 NODE -2.8 BFP-I Node 70.6 41.79 NODE -2.8 351 Node 70.8 41.79 NODE -2.8 GV-O Node 73.8 35.29 NODE 0 GV-I Node 74 35.29 NODE 0 Wi Supply -268.6 74 35.29 SUPPLY . 0 File: State Street Commons.dwg Date 4/20/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 8 Job: State Street Commons (Rev.2) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I H113 65.27 5.6 14.8 1.25 9.78 120 7 H114 64.46 5.6 14.8 1.38 0 0.0196 0.3 9.78 0.2 H114 64.46 5.6 15.4 1.25 lx(us.Tee-Br)=6 4.32 120 7.5 430 62.5 30.2 1.38 lx(us.90)=3 9 0.0731 0.9 13.32 1 430 62.5 16 2.5 12 120 9.4 429 62.5 46.2 2.635 0 0.0069 0 12 0.1 429 62.5 30.3 2.5 lx(us.90)=8.24 9.77 120 9.4 427 62.5 76.6 2.635 8.24 0.0176 0 18 0.3 427 62.5 15.5 2.5 lx(us.90)=8.24 16.92 120 9.8 425 62.5 92.1 2.635 8.24 0.0247 0 25.16 0.6 425 62.5 15.9 2.5 3.95 120 10.4 438 62.5 108.1 2.635 0 0.0332 0 3.95 0.1 438 62.5 17.4 2.5 lx(us.90)=8.24 3.44 120 10.5 423 62.5 125.5 2.635 8.24 0.0439 0 11.67 0.5 423 62.5 31.3 2.5 lx(us.Tee-Br)=16.47 19.98 120 11 017 62.5 156.8 2.635 16.47 0.0662 0 36.45 2.4 017 62.5 73.6 2.5 6.39 120 13.4 018 62.5 230.4 2.635 0 0.1351 0 6.39 0.9 018 62.5 38.2 2.5 11.97 120 14.3 022 62.5 268.6 2.635 0 0.1795 0 11.97 2.1 022 62.5 -122.8 2.5 5x(us.90)=41.19 58.43 120 16.5 075 64.5 145.9 2.635 lx(us.Tee-Br)=16.47 57.66 0.0579 -0.9 116.09 6.7 075 64.5 8.9 2.5 11 120 22.3 078 64.5 154.8 2.635 0 0.0646 0 11 0.7 078 64.5 3.5 2.5 11 120 23 079 64.5 158.3 2.635 0 0.0674 0 11 0.7 079 64.5 -5.7 2.5 2x(us.90)=16.47 28.31 120 23.8 082 64.5 152.6 2.635 16.47 0.063 0 44.79 2.8 082 64.5 15.1 2.5 9.75 120 26.6 083 64.5 167.7 2.635 0 0.075 0 9.75 0.7 083 64.5 15 2.5 9.75 120 27.3 086 64.5 182.7 2.635 0 0.0879 0 9.75 0.9 File: State Street Commons.dwg Date 4/20/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 9 Job State Street Commons (Rev.2) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I 086 64.5 14.7 2.5 9.75 120 28.2 087 64.5 197.3 2.635 0 0.1014 0 9.75 1 087 64.5 19.3 2.5 9.75 120 29.2 088 64.5 216.6 2.635 0 0.1205 0 9.75 1.2 088 64.5 23.1 2.5 9.94 120 30.3 089 64.5 239.8 2.635 0 0.1454 0 9.94 1.4 089 64.5 28.9 2.5 3x(us.90)=24.71 52.24 120 31.8 076-0 42.02 268.6 2.635 24.71 0.1795 9.7 76.95 13.8 076-0 42.02 0 2.5 0.32 0 55.3 BFV-N 076-1 41.7 268.6 0 0 5.914 0.1 *** 0.32 1.9 076-1 41.7 0 2.5 0.91 120 57.4 247 40.79 268.6 2.635 0 0.1795 0.4 0.91 0.2 247 40.79 0 4 6x(us.90)= 116.59 171.62 150 57.9 349 41.79 268.6 4.24 116.59 0.0117 -0.4 288.21 3.4 349 41.79 0 4 0.08 140 60.9 BFP-O 41.79 268.6 4.3 0 0.0124 0 0.08 0 BFP-O 41.79 0 4 3.17 0 60.9 Zurn 375DA BFP-I 41.79 268.6 0 0 3.0576 0 RPDA 3.17 9.7 *** BFP-I 41.79 0 4 ix(us.90)=18.33 1.67 140 70.6 351 41.79 268.6 4.3 18.33 0.0124 0 20 0.2 351 41.79 0 6 3x(us.90)=64.19 29.87 150 70.8 GV-0 35.29 268.6 6.08 64.19 0.002 2.8 94.06 0.2 GV-0 35.29 0 4 0.75 0 73.8 Gate A2360 GV-I 35.29 268.6 0 0 0.1934 0 " 0.75 0.1 GV-I 35.29 0 6 6.76 150 74 Wi 35.29 268.6 6.08 0 0.002 0 6.761 0.0 Wi 74 Path No: 2 Hill 65.27 5.6 14.9 1.25 9.78 120 7.1 H112 64.46 5.6 14.9 1.38 0 0.0198 0.3 9.78 0.2 H112 64.46 5.6 15.5 1.25 lx(us.Tee-Br)=6 4.32 120 7.6 429 62.5 30.3 1.38 lx(us.90)=3 9 0.0738 0.9 13.32 1 429 9.4 File: State Street Commons.dwg Date 4/20/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 10 Job: State Street Commons (Rev.2) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiV2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 H110 64.42 5.6 15.5 1 lx(us.Tee-Br)=5 8.16 120 7.7 427 62.5 15.5 1.049 lx(us.90)=2 7 0.0813 0.8 15.16 1.2 427 9.8 Path No: 4 H103 65.2 5.6 15.6 1 lx(us.Tee-Br)=5 1.95 120 7.7 443 65.5 15.6 1.049 5 0.0815 -0.1 6.95 0.6 443 65.5 0 1.25 8.66 120 8.2 442 65.5 15.6 1.38 0 0.0214 0 8.66 0.2 442 65.5 15.7 1.25 lx(us.Tee-Br)=6 8.64 120 8.4 423 62.5 31.3 1.38 lx(us.90)=3 9 0.0782 1.3 17.64 1.4 423 11 Path No: 5 H106 65.2 5.6 15.7 1 lx(us.Tee-Br)=5 1.95 120 7.9 442 65.5 15.7 1.049 5 0.0832 -0.1 6.95 0.6 442 8.4 Path No: 6 H109 65.5 5.6 15.9 1 lx(us.Tee-Br)=5 4.5 120 8.1 425 62.5 15.9 1.049 lx(us.90)=2 7 0.0852 1.3 11.5 1 425 10.4 Path No: 7 H116 64.46 5.6 16 1.25 lx(us.Tee-Br)=6 4.32 120 8.2 431 62.5 16 1.38 lx(us.90)=3 9 0.0227 0.9 13.32 0.3 431 62.5 0 2.5 10 120 9.4 430 62.5 16 2.635 0 0.001 0 10 1 0 430 9.4 Path No: 8 H115 62.5 5.6 17.4 1 lx(us.Tee-Br)=5 3.23 120 9.7 438 62.5 17.4 1.049 5 0.1006 0 8.23 0.8 438 10.5 File: State Street Commons.dwg Date 4/20/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 11 Job: State Street Commons (Rev.2) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 9 H102 65.14 5.6 18.1 1.25 9.77 120 10.5 H101 64.46 5.6 18.1 1.38 0 0.0285 0.3 9.77 0.3 H101 64.46 5.6 18.6 1.25 lx(us.Tee-Br)=6 4.33 120 11.1 007 62.5 36.8 1.38 lx(us.90)=3 9 0.1053 0.8 13.33 1.4 007 62.5 0 2.5 8.66 120 13.3 016 62.5 36.8 2.635 0 0.0045 0 8.66 0.0 016 62.5 36.8 2.5 5.64 120 13.4 017 62.5 73.6 2.635 0 0.0163 0 ______ 5.64 0.1 017 13.4 Path No: 10 H105 65.14 5.6 18.2 1.25 9.77 120 10.5 H104 64.46 5.6 18.2 1.38 0 0.0285 0.3 9.77 0.3 H104 64.46 5.6 18.7 1.25 lx(us.Tee-Br)=6 4.33 120 11.1 016 62.5 36.8 1.38 lx(us.90)=3 9 0.1056 0.8 13.331 1.4 016 13.4 Path No: 11 H108 65.14 5.6 18.9 1.25 9.77 120 11.4 H107 64.46 5.6 18.9 1.38 0 0.0306 0.3 9.77 0.3 H107 64.46 5.6 19.4 1.25 lx(us.Tee-Br)=6 4.33 120 12 018 62.5 38.2 1.38 lx(us.90)=3 9 0.1132 0.8 13.331 1 1.5 018 14.3 File: State Street Commons.dwg Date 4/20/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 12 Job : State Street Commons (Rev.2) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 12 022 62.5 0 2 5x(us.90)=30.77 13.3 120 16.5 365 64.5 122.8 2.157 lx(us.Tee-Br)=12.31 43.07 0.1116 -0.9 56.38 6.3 365 64.5 -8.9 2 11 120 21.9 364 64.5 113.9 2.157 0 0.0971 0 11 1.1 364 64.5 -3.5 2 11 120 22.9 363 64.5 110.4 2.157 0 0.0916 0 11 1 363 64.5 5.7 2 11.19 120 24 362 64.5 116 2.157 0 0.1005 0 11.19 1.1 362 64.5 -15.1 2 9.75 120 25.1 361 64.5 100.9 2.157 0 0.0777 0 9.75 0.8 361 64.5 -15 2 9.75 120 25.8 360 64.5 86 2.157 0 0.0577 0 9.75 0.6 360 64.5 -14.7 2 9.75 120 26.4 359 64.5 71.3 2.157 0 0.0408 0 9.75 0.4 359 64.5 -19.3 2 9.75 120 26.8 358 64.5 52 2.157 0 0.0227 0 9.75 0.2 358 64.5 -23.1 2 lx(us.Tee-Br)=12.31 9.94 120 27 356 64.5 28.9 2.157 12.31 0.0076 0 22.24 0.2 356 64.5 0 1.25 lx(us.Tee-Br)=6 62.25 120 27.2 089 64.5 28.9 1.38 6 0.0673 0 68.25 4.6 089 31.8 Path No: 13 079 64.5 0 1.25 2x(us.Tee-Br)=12 45.12 120 23.8 363 64.5 5.7 1.38 12 0.0033 0 57.12 0.2 363 24 Path No: 14 365 64.5 0 1.25 2x(us.Tee-Br)=12 45.12 120 21.9 075 64.5 8.9 1.38 12 0.0076 0 57.12 0.4 075 22.3 File: State Street Commons.dwg Date 4/20/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 13 Job: State Street Commons (Rev.2) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 15 364 64.5 0 1.25 2x(us.Tee-Br)=12 45.12 120 22.9 078 64.5 3.5 1.38 12 0.0014 0 57.12 0.1 078 23 Path No: 16 362 64.5 ol 1.25 2x(us.Tee-Br)=12 62.25 120 25.1 082 64.5 15.1 1.38 12 0.0203 0 74.25 1.5 082 26.6 Path No: 17 361 64.5 0 1.25 2x(us.Tee-Br)=12 62.25 120 25.8 083 64.5 15 1.38 12 0.0199 0 74.25 1.5 083 27.3 Path No: 18 360 64.5 0 1.25 2x(us.Tee-Br)=12 68.25 120 26.4 086 64.5 14.7 1.38 4x(us.90)=12 24 0.0192 0 92.25 1.8 086 28.2 Path No: 19 359 64.5 0 1.25 2x(us.Tee-Br)=12 62.25 120 26.8 087 64.5 19.3 1.38 12 0.0319 0 74.25 2.4 087 29.2 Path No: 20 358 64.5 0 1.25 2x(us.Tee-Br)=12 62.25 120 27 088 64.5 23.1 1.38 12 0.0447 0 74.25 3.3 088 30.3 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 15.8 ft/s occurs in the following pipe(s): (022-018), (076-0-089), (247-076-I) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File: State Street Commons.dwg Date 4/20/2020 Copyright 0 2002-2012 Tyco Fire Protection Products Page 14 HYDRAULIC CALCULATIONS for Job Information Project Name: State Street Commons (Rev.2) Contract No. : 19592 City: Carlsbad, CA 92008 Project Location: 2742-2752 State Street Date: 1/11/2020 Contractor Information Name of Contractor: Titan Fire Protection Address: 2880 Scott Street, Ste 105 City: Vista, CA 92081 Phone Number: E-mail: Name of Designer: JCR Authority Having Jurisdiction: Local Authority Design - Remote Area Name 2 Remote Area Location 2nd Floor (SSU) Occupancy Classification Light Density (gpm/ft2) 0.11 Area of Application (ft2) 1647 Coverage per Sprinkler (ft2) 135 Number of Calculated Sprinklers 12 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 280.4 Required Pressure at Source (psi) 44.6 Type of System Wet Volume - Entire System (gal) 300.3 gal Water Supply Information Date 01-28-20 Location Hydrant #H609471H62207 Source WI Notes File: State Street Commons.dwg Date 4/20/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 1 Supply 1: Wi Flow (gpm) Pressure (psi) 0 87 2900 58 Supply Analysis Job: State Street Commons (Rev.2) Hydraulic Analysis for: 2 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lbs/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Node at Source I Static Pressure I Residual I Pressure I I Flow I I I Available Pressure I I Total Demand I I Required Pressure (psi) I (psi) I (gpm) I I (psi) (gpm) I (psi) Wi 87 58 2900 86.6 280.4 44.6 Hoses Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) 100 Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 180.4 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 180.4 Other Required Margin of Safety (psi) 0 WI - Pressure (psi) 44.6 Wi - Flow (gpm) 180.4 Demand w/o System Pump(s) N/A File: State Street Commons.dwg Date 4/20/2020 Copyright 0 2002-2012 Tyco Fire Protection Products Page 2 Pressure, psi 4 I 4 £ — I — t1 tr T 4 #4 k4 I I I I ill -I, CD (I) DC CD C') CD CD C) 0 3 3 0 CL Job: State Street Commons (Rev.2) Hydraulic Analysis for: 2 Graph Labels Label Description Values Flow (gpm) Pressure (psi) Si Supply point #1 -Static 0 87 S2 Supply point #2 - Residual 2900 58 Di Elevation Pressure 0 12.7 D2 System Demand 180.4 44.6 D3 System Demand + Add.Out.Hose 280.4 44.6 Curve Intersections & Safety Margins Curve Name Intersection I Safety Margin I I I Pressure (psi) I Flow (gpm) Pressure (psi) I @ Flow (gpm) I Supply 86.6 284.1 I 42 1 280.4 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psil/z) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) H201 Overhead Sprinkler 135 5.6 0.1 13.5 7 0.112 15.1 7.2 H202 Overhead 135 5.6 0.1 13.5 7 0.11 14.8 7 Sprinkler Overhead H203 Sprinkler 135 5.6 0.1 13.5 7 0.11 14.8 7 H204 Overhead 135 5.6 0.1 13.5 7 0.112 15.1 7.2 Sprinkler H205 Overhead 135 5.6 0.1 13.5 7 0.112 15.1 7.3 Sprinkler H206 Overhead Sprinkler 135 5.6 0.1 13.5 7 0.11 14.9 7 H207 Overhead Sprinkler 135 5.6 0.1 13.5 7 0.11 14.9 7 H208 Overhead 135 5.6 0.1 13.5 7 0.112 15.1 7.3 Sprinkler H209 Overhead 135 5.6 0.1 13.5 7 0.113 15.3 7.5 Sprinkler 11210 Overhead 135 5.6 0.1 13.5 7 0.111 15 7.2 Sprinkler H211 Overhead Sprinkler 135 5.6 0.1 13.5 7 0.111 15 7.2 H212 Overhead 135 5.6 0.1 13.5 7 0.113 15.3 7.5 Sprinkler File: State Street Commons.dwg Date 4/20/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 4 Job: State Street Commons (Rev.2) Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge ft m/ $1112 gp p gpm gpm ft2 gpm/ft2 psi psi psi gpm H203 Overhead Sprinkler 5.6 14.8 135 7 7 64.5 HEAD Open 1.3 0.11 -12.7 13.5 H202 Overhead Sprinkler 5.6 14.8 135 7 7 64.5 HEAD Open 1.3 0.11 -12.7 13.5 H207 Overhead Sprinkler 5.6 14.9 135 7 7 64.5 HEAD Open 1.4 0.11 -12.7 13.5 H206 Overhead Sprinkler 5.6 14.9 135 7 7 64.5 HEAD Open 1.4 0.11 -12.7 13.5 H210 Overhead Sprinkler 5.6 15 135 7.2 7 64.5 HEAD Open 1.5 0.111 -12.7 13.5 H211 Overhead Sprinkler 5.6 15 135 7.2 7 64.5 HEAD Open 1.5 0.111 -12.7 13.5 H204 Overhead Sprinkler 5.6 15.1 135 7.2 7 64.5 HEAD Open 1.6 0.112 -12.7 13.5 H201 Overhead Sprinkler 5.6 15.1 135 7.2 7 64.5 HEAD Open 1.6 0.112 -12.7 13.5 H208 Overhead Sprinkler 5.6 15.1 135 7.3 7 64.5 HEAD Open 1.6 0.112 -12.7 13.5 H205 Overhead Sprinkler 5.6 15.1 135 7.3 7 64.5 HEAD Open 1.6 0.112 -12.7 13.5 H209 Overhead Sprinkler 5.6 15.3 135 7.5 7 64.5 HEAD Open 1.8 0.113 -12.7 13.5 H212 Overhead Sprinkler 5.6 15.3 135 7.5 7 64.5 HEAD Open 1.8 0.113 -12.7 13.5 365 Node 7.9 64.5 NODE -12.7 364 Node 8 64.5 NODE -12.7 075 Node 8 64.5 NODE -12.7 078 Node 8.1 64.5 NODE -12.7 363 Node 8.2 64.5 NODE -12.7 079 Node 8.2 64.5 NODE -12.7 362 Node 8.8 64.5 NODE -12.7 022 Node 8.8 62.5 NODE -11.8 361 Node 9.1 64.5 NODE -12.7 360 Node 9.4 64.5 NODE -12.7 082 Node 9.6 64.5 NODE -12.7 359 Node 9.6 64.5 NODE -12.7 358 Node 9.7 1 -12.7 64.5 NODE File: State Street Commons.dwg Date 4/20/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 5 Job: State Street Commons (Rev.2) Hydraulic Calculations I Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge g pm/psl1/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 356 Node 9.8 64.5 NODE -12.7 083 Node 9.9 64.5 NODE -12.7 086 Node 10.3 64.5 NODE -12.7 087 Node 10.8 64.5 NODE -12.7 088 Node 11.3 64.5 NODE -12.7 089 Node 12 64.5 NODE -12.7 076-0 Node 28.4 42.02 NODE -2.9 076-I Node 29.4 41.7 NODE -2.8 247 Node 29.9 40.79 NODE -2.4 349 Node 31 41.79 NODE -2.8 BFP-O Node 31 41.79 NODE -2.8 BFP-I Node 41.5 41.79 NODE -2.8 351 Node 41.6 41.79 NODE -2.8 GV-O Node 44.5 35.29 NODE 0 GV-I Node 44.6 35.29 NODE 0 Wi Supply 1-180.4 44.6 35.29 SUPPLY 0 File: State Street Commons.dwg Date 4/20/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 6 Job: State Street Commons (Rev.2) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiV7) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I H203 64.5 5.6 14.8 1.25 12.25 120 7 H204 64.5 5.6 14.5 1.38 0 0.0189 0 12.25 0.2 H204 64.5 5.6 15.1 1.25 lx(us.Tee-Br)=6 3.79 120 7.2 365 64.5 29.6 1.38 6 0.0705 0 9.79 0.7 365 64.5 -9.8 2 11 120 7.9 364 64.5 19.8 2.157 0 0.0038 0 11 0.0 364 64.5 29.6 2 11 120 8 363 64.5 49.4 2.157 0 0.0207 0 11 0.2 363 64.5 30.4 2 11.19 120 8.2 362 64.5 79.8 2.157 0 0.0503 0 11.19 0.6 362 64.5 -10.7 2 9.75 120 8.8 361 64.5 69.1 2.157 0 0.0385 0 9.75 0.4 361 64.5 -10.5 2 9.75 120 9.1 360 64.5 58.6 2.157 0 0.0284 0 9.75 0.3 360 64.5 -10.1 2 9.75 120 9.4 359 64.5 48.4 2.157 0 0.0199 0 9.75 0.2 359 64.5 -13.2 2 9.75 120 9.6 358 64.5 35.3 2.157 0 0.0111 0 9.75 0.1 358 64.5 -15.7 2 lx(us.Tee-Br)=12.31 9.94 120 9.7 356 64.5 19.5 2.157 12.31 0.0037 0 22.24 0.1 356 64.5 0 1.25 lx(us.Tee-Br)=6 62.25 120 9.8 089 64.5 19.5 1.38 6 0.0327 0 68.25 2.2 089 64.5 160.9 2.5 3x(us.90)=24.71 52.24 120 12 076-0 42.02 180.4 2.635 24.71 0.0859 9.7 76.95 6.6 076-0 42.02 0 2.5 0.32 0 28.4 BFV-N 076-1 41.7 180.4 0 0 2.7557 0.1 *** 0.32 0.9 076-1 41.7 0 2.5 0.91 120 29.4 247 40.79 180.4 2.635 0 0.0859 0.4 0.91 0.1 247 40.79 0 4 6x(us.90)=116.59 171.62 150 29.9 349 41.79 180.4 4.24 116.59 0.0056 -0.4 288.21 1.6 349 41.79 0 4 0.08 140 31 BFP-O 41.79 180.4 4.3 0 0.0059 0 0.08 0 File: State Street Commons.dwg Date 4/20/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 7 Job : State Street Commons (Rev.2) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps1½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I BFP-O 41.79 0 4 3.17 0 31 Zurn 375DA BFP-I 41.79 180.4 0 0 3.2986 0 RPDA 3.17 10.4 ** BFP-I 41.79 0 4 lx(us.90)=18.33 1.67 140 41.5 351 41.79 180.4 4.3 18.33 0.0059 0 20 0.1 351 41.79 0 6 3x(us.90)=64.19 29.87 150 41.6 GV-O 35.29 180.4 6.08 64.19 0.001 2.8 94.06 0.1 GV-O 35.29 0 4 0.75 0 44.5 Gate A2360 GV-I 35.29 180.4 0 0 0.0871 0 0.75 0.1 GV-I 35.29 0 6 6.76 150 44.6 Wi 35.29 180.4 6.08 0 0.001 0 6.76 0 Wi 44.6 File: State Street Commons.dwg Date 4/20/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 8 Job : State Street Commons (Rev.2) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 H203 64.5 5.6 14.8 1.25 12.2 120 7 H202 64.5 5.6 0.3 1.38 0 0.0000 0 12.2 0 H202 64.5 5.6 14.8 1.25 12.25 120 7 H201 64.5 5.6 15.1 1.38 0 0.0202 0 12.25 0.2 H201 64.5 5.6 15.1 1.25 lx(us.Tee-Br)=6 4.64 120 7.2 075 64.5 30.2 1.38 6 0.073 0 10.64 0.8 075 64.5 9.8 2.5 11 120 8 078 64.5 40 2.635 0 0.0053 0 11 0.1 078 64.5 30.4 2.5 11 120 8.1 079 64.5 70.3 2.635 0 0.015 0 11 0.2 079 64.5 30.3 2.5 2x(us.90)=16.47 28.31 120 8.2 082 64.5 100.6 2.635 16.47 0.0291 0 44.79 1.3 082 64.5 10.7 2.5 9.75 120 9.6 083 64.5 111.3 2.635 0 0.0351 0 9.75 0.3 083 64.5 10.5 2.5 9.75 120 9.9 086 64.5 121.8 2.635 0 0.0415 0 9.75 0.4 086 64.5 10.1 2.5 9.75 120 10.3 087 64.5 132 2.635 0 0.0481 0 9.75 0.5 087 64.5 13.2 2.5 9.75 120 10.8 088 64.5 145.2 2.635 0 0.0574 0 9.75 0.6 088 64.5 15.7 2.5 9.94 120 11.3 089 64.5 160.9 2.635 0 0.0695 0 9.94 0.7 089 12 Path No: 3 H207 64.5 5.6 14.9 1.25 12.25 120 7 H208 64.5 5.6 14.5 1.38 0 0.0188 0 12.25 0.2 H208 64.5 5.6 15.1 1.25 lx(us.Tee-Br)=6 3.79 120 7.3 364 64.5 29.6 1.38 6 0.0705 0 9.791 1 0.7 364 8 File: State Street Commons.dwg Date 4/20/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 9 Job State Street Commons (Rev.2) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiV2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 H207 64.5 5.6 14.9 1.25 12.2 120 7 H206 64.5 5.6 0.4 1.38 0 0.0000 0 12.2 0 H206 64.5 5.6 14.9 1.25 12.25 120 7 H205 64.5 5.6 15.2 1.38 0 0.0206 0 12.25 0.3 H205 64.5 5.6 15.1 1.25 lx(us.Tee-Br)=6 4.64 120 7.3 078 64.5 30.4 1.38 6 0.0739 0 10.64 0.8 078 8.1 Path No: 5 H210 64.5 5.6 15 1.25 12.25 120 7.2 H209 64.5 5.6 15 1.38 0 0.02 0 12.25 0.2 H209 64.5 5.6 15.3 1.25 lx(us.Tee-Br)=6 4.64 120 7.5 079 64.5 30.3 1.38 6 0.0736 0 10.64 1 0.8 079 8.2 Path No: 6 H210 64.5 5.6 15 1.25 12.2 120 7.2 H211 64.5 5.6 0.0 1.38 0 0 0 12.2 0 H211 64.5 5.6 15 1.25 12.25 120 7.2 H212 64.5 5.6 15.1 1.38 0 0.0202 0 12.25 0.2 H212 64.5 5.6 15.3 1.25 lx(us.Tee-Br)=6 3.79 120 7.5 363 64.5 30.4 1.38 6 0.074 0 9.79 0.7 363 8.2 Path No: 7 365 64.5 0 2 lx(us.Tee-Br)=12.31 13.3 120 7.9 022 62.5 9.8 2.157 5x(us.90)=30.77 43.07 0.001 0.9 56.38 0.1 022 62.5 0 2.5 5x(us.90)=41.19 58.43 120 8.8 075 64.5 9.8 2.635 lx(us.Tee-Br)=16.47 57.66 0.0004 -0.9 116.09 0.0 075 8 Path No: 8 362 64.5 0 1.25 2x(us.Tee-Br)=12 62.25 120 8.8 082 64.5 10.7 1.38 12 0.0108 0 74.25 0.8 082 9.6 File: State Street Commons.dwg Date 4/20/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 10 Job : State Street Commons (Rev.2) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 9 361 64.5 0 1.25 2x(us.Tee-Br)=12 62.25 120 9.1 083 64.5 10.5 1.38 12 0.0103 0 74.25 0.8 083 9.9 Path No: 10 360 64.5 ol 1.25 2x(us.Tee-Br)=12 68.25 120 9.4 086 64.5 10.1 1.38 4x(us.90)=12 24 0.0097 0 92.25 0.9 086 10.3 Path No: 11 359 64.5 0 1.25 2x(us.Tee-Br)=12 62.25 120 9.6 087 64.5 13.2 1.38 12 0.0158 0 74.25 1.2 087 10.8 Path No: 12 358 64.5 0 1.25 2x(us.Tee-Br)=12 62.25 120 9.7 088 64.5 15.7 1.38 12 0.0218 0 74.25 1.6 088 11.3 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 10.61 ft/s occurs in the following pipe(s): (076-0-089), (247-076-I) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File: State Street Commons.dwg Date 4/20/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 11 HYDRAULIC CALCULATIONS for Job Information Project Name: State Street Commons (Rev.5) Contract No. : 19592 City: Carlsbad, CA 92008 Project Location: 2742-2752 State Street Date: 1/11/2020 Contractor Information Name of Contractor: Titan Fire Protection Address: 2880 Scott Street, Ste 105 City: Vista, CA 92081 Phone Number: E-mail: Name of Designer: JCR Authority Having Jurisdiction: Local Authority Design Remote Area Name 3 Remote Area Location 1st Floor (SSP) Occupancy Classification Light Density (gpm/ft2) 0.119 Area of Application (ft2) 1547 Coverage per Sprinkler (ft2) 125 Number of Calculated Sprinklers 15 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 355.5 Required Pressure at Source (psi) 69.5 Type of System Wet Volume - Entire System (gal) 382.1 gal Water Supply Information Date 01-28-20 Location Hydrant #H609471H62207 Source Wi Notes File: State Street Commons.dwg Date 8/14/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 1 Job: State Street Commons (Rev.5) Hydraulic Analysis for: 3 Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (lbs/ft2) Water Supply Parameters Supply 1: Wi Supply Analysis Demand Hazen-Williams Water © 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Flow (gpm) Pressure (psi) 0 87 2900 58 Node at Source I Static Pressure I Residual Pressure I I Flow I I I Available I Pressure I I I Total Demand Required Pressure (psi) I (psi) (gpm) I I I (psi) I (gpm) I (psi) Wi 87 58 2900 86.4 355.5 69.5 Hoses Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) 100 Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 255.5 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 255.5 Other Required Margin of Safety (psi) 0 Wi -Pressure (psi) 69.5 WI - Flow (gpm) 255.5 Demand w/o System Pump(s) N/A File: State Street Commons.dwg Date 8/14/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 2 Job: State Street Commons (Re5) Hydraulic Analysis for: 3 I Supply* System Demand * Add Out Hose 0 AvailableAt Source IflLIIF I1 'ii IIi 1 __I •N_ - uI ''f11Wi '1.LIII& r - IJIi LIVI.fflhIIrL J . oil 'LIJ.f 1IE. - — -II .LU-UIPLUIIU TI_-_U.—' 1k - -- -i 'U IU[L4k]LJJUIMPUL t.P I_ iIIii ['III' 14111' Z,1o1I 4II' IIIIII [.V'JTii Foe: State Street Commonsdwg Date 811412020 Coppight V. 0012 Tyco Fire Natection Rroducft;Page 3 Job : State Street Commons (Rev.5) Hydraulic Analysis for: 3 Graph Labels Label Description Values Flow (gpm) Pressure (psi) Si Supply point #1 - Static 0 87 S2 Supply point #2 - Residual 2900 58 Dl Elevation Pressure 0 7.7 D2 System Demand 255.5 69.5 D3 System Demand + Add.Out.Hose 355.5 69.5 Curve Intersections & Safety Margins Curve Name Intersection I Safety Margin I I Pressure (psi) Flow (gpm) Pressure (psi) I @ Flow (gpm) I Supply 86.6 291.7 16.9 1 355.5 I Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psil/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) H301 Overhead 125 5.6 0.1 12.5 7 0.133 16.7 8.9 Sprinkler H302 Overhead 125 5.6 0.1 12.5 7 0.135 16.9 9.1 Sprinkler R303 Overhead Sprinkler 125 5.6 0.1 12.5 7 0.119 14.8 7 H304 Overhead 125 5.6 0.1 12.5 7 0.125 15.6 7.8 Sprinkler H305 Overhead 125 5.6 0.1 12.5 7 0.131 16.4 8.6 Sprinkler H306 Overhead 125 5.6 0.1 12.5 7 0.144 18 10.3 Sprinkler H307 Overhead 125 5.6 0.1 12.5 7 0.125 15.6 7.8 Sprinkler -1308 Overhead 125 5.6 0.1 12.5 7 0.128 16 8.1 Sprinkler H309 Overhead 125 5.6 0.1 12.5 7 0.134 16.7 8.9 Sprinkler H310 Overhead 125 5.6 0.1 12.5 7 0.145 18.2 10.5 Sprinkler H311 Overhead 125 5.6 0.1 12.5 7 0.166 20.7 13.7 Sprinkler H312 Overhead 125 5.6 0.1 12.5 7 0.127 15.9 8.1 Sprinkler H313 Overhead 125 5.6 0.1 12.5 7 0.131 16.4 8.6 Sprinkler File: State Street Commons.dwg Date 8/14/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 4 H314 Overhead Sprinkler 125 5.6 0.1 12.5 7 0.141 17.7 10 H315 Overhead Sprinkler 125 5.6 0.1 12.5 7 0.16 19.9 12.7 File: State Street Commons.dwg Date 8/14/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 5 Job: State Street Commons (Rev.5) Hydraulic Calculations I Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge m/ Si1/2 gp p gpm ft2 psi psi ft gpm gpm/ft2 psi gpm H303 Overhead Sprinkler 5.6 14.8 125 7 7 53.04 HEAD Open 2.3 0.119 -7.7 12.5 H307 Overhead Sprinkler 5.6 15.6 125 7.8 7 53.04 HEAD Open 3.1 0.125 -7.7 12.5 H304 Overhead Sprinkler 5.6 15.6 125 7.8 7 53.04 HEAD Open 3.1 0.125 -7.7 12.5 H312 Overhead Sprinkler 5.6 15.9 125 8.1 7 53.04 HEAD Open 3.4 0.127 -7.7 12.5 H308 Overhead Sprinkler 5.6 16 125 8.1 7 53.04 HEAD Open 3.5 0.128 -7.7 12.5 H305 Overhead Sprinkler 5.6 16.4 125 8.6 7 53.04 HEAD Open 3.9 0.131 -7.7 12.5 H313 Overhead Sprinkler 5.6 16.4 125 8.6 7 53.04 HEAD Open 3.9 0.131 -7.7 12.5 H301 Overhead Sprinkler 5.6 16.7 125 8.9 7 53.04 HEAD Open 4.2 0.133 -7.7 12.5 H309 Overhead Sprinkler 5.6 16.7 125 8.9 7 53.04 HEAD Open 4.2 0.134 -7.7 12.5 H302 Overhead Sprinkler 5.6 16.9 125 9.1 7 53.04 HEAD Open 4.4 0.135 -7.7 12.5 H314 Overhead Sprinkler 5.6 17.7 125 10 7 53.04 HEAD Open 5.2 0.141 -7.7 12.5 H306 Overhead Sprinkler 5.6 18 125 10.3 7 53.04 HEAD Open 5.5 0.144 -7.7 12.5 H310 Overhead Sprinkler 5.6 18.2 125 10.5 7 53.04 HEAD Open 5.7 0.145 -7.7 12.5 H315 Overhead Sprinkler 5.6 19.9 125 12.7 7 53.04 HEAD Open 7.4 0.16 -7.7 12.5 H311 Overhead Sprinkler 5.6 20.7 125 13.7 7 53.04 HEAD Open 8.2 0.166 -7.7 12.5 446 Node 7.7 53.04 NODE -7.7 005 Node 8 53.04 NODE -7.7 004 Node 8 53.04 NODE -7.7 001 Node 8 53.04 NODE -7.7 445 Node 10.7 53.04 NODE -7.7 419 Node 23.9 53.04 NODE -7.7 418 Node 24.2 53.04 NODE -7.7 012 Node 25 53.04 NODE -7.7 027 Node 26.4 62.5 NODE -11.8 022 Node 28.2 62.5 1 NODE -11.8 File: State Street Commons.dwg Date 8/14/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 6 Job: State Street Commons (Rev.5) Hydraulic Calculations I Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge m/ sil/~ gp p gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 365 Node 31 64.5 NODE -12.7 075 Node 31.2 64.5 NODE -12.7 364 Node 31.8 64.5 NODE -12.7 078 Node 31.9 64.5 NODE -12.7 363 Node 32.5 64.5 NODE -12.7 079 Node 32.7 64.5 NODE -12.7 362 Node 33.2 64.5 NODE -12.7 361 Node 33.6 64.5 NODE -12.7 360 Node 33.9 64.5 NODE -12.7 359 Node 34 64.5 NODE -12.7 358 Node 34.1 64.5 NODE -12.7 356 Node 34.2 64.5 NODE -12.7 147 Node 34.4 64.5 NODE -12.7 082 Node 34.7 64.5 NODE -12.7 083 Node 34.9 64.5 NODE -12.7 086 Node 35.1 64.5 NODE -12.7 087 Node 35.3 64.5 NODE -12.7 088 Node 35.6 64.5 NODE -12.7 089 Node 36.1 64.5 NODE -12.7 029 Node 40.7 53.04 NODE -7.7 030 Node 41 53.04 NODE -7.7 301 Node 41.2 53.04 NODE -7.7 300 Node 41.2 53.04 NODE -7.7 031 Node 41.2 53.04 NODE -7.7 299 Node 41.2 53.04 NODE 1 -7.7 File: State Street Commons.dwg Date 8/14/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 7 Job State Street Commons (Rev.5) Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gp m/ Sl1/2 gpm ft2 psi psi ft gpm gpm/ft2 psi qpm 298 Node 41.3 53.04 NODE -7.7 263 Node 41.3 53.04 NODE -7.7 032 Node 41.5 53.04 NODE -7.7 033 Node 41.8 53.04 NODE -7.7 097 Node 45.9 50.54 NODE -6.6 076-0 Node 51 42.02 NODE -2.9 076-I Node 52.9 41.7 NODE -2.8 247 Node 53.4 40.79 NODE -2.4 349 Node 56 41.79 NODE -2.8 BFP-O Node 56 41.79 NODE -2.8 BFP-I Node 66.1 41.79 NODE -2.8 351 Node 66.3 41.79 NODE -2.8 GV-0 Node 69.3 35.29 NODE 0 GV-I Node 69.4 35.29 NODE 0 Wi Supply 69.5 35.29 SUPPLY . -255 5 0 File: State Street Commons.dwg Date 8/14/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 8 Job : State Street Commons (Rev.5) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I H303 53.04 5.6 14.8 1 lx(us.Tee-Br)=5 5.03 120 7 446 53.04 14.8 1.049 5 0.0744 0 10.03 0.7 446 53.04 -1.9 1.25 3.86 120 7.7 H304 53.04 5.6 12.9 1.38 0 0.0151 0 3.86 0.1 H304 53.04 5.6 15.6 1.25 11.5 120 7.8 H305 53.04 5.6 28.5 1.38 0 0.0658 0 11.5 0.8 H305 53.04 5.6 16.4 1.25 11.5 120 8.6 H306 53.04 5.6 44.9 1.38 0 0.1526 0 11.5 1.8 H306 53.04 5.6 18 1.25 1.5 120 10.3 445 53.04 62.9 1.38 0 0.2847 0 1.5 0.4 445 53.04 33.6 1.25 lx(us.Tee-Br)=6 14.99 120 10.7 419 53.04 96.5 1.38 6 0.6288 0 20.99 13.2 419 53.04 0 2.5 10.75 120 23.9 418 53.04 96.5 2.635 0 0.0269 0 10.75 0.3 418 53.04 82.3 2.5 9.25 120 24.2 012 53.04 178.8 2.635 0 0.0845 0 9.25 0.8 012 53.04 76.7 2.5 2x(us.90)=16.47 17.04 120 25 027 62.5 255.5 2.635 16.47 0.1636 -4.1 33.51 5.5 027 62.5 -104 2.5 5x(us.90)=41.19 16.6 120 26.4 075 64.5 151.5 2.635 2x(us.Tee-Br)=32.95 74.13 0.0621 -0.9 90.74 5.6 075 64.5 6 2.5 11 120 31.2 078 64.5 157.5 2.635 0 0.0668 0 11 0.7 078 64.5 4.8 2.5 11 120 31.9 079 64.5 162.3 2.635 0 0.0706 0 11 0.8 079 64.5 5.5 2.5 lx(us.Tee-Br)=16.47 6.88 120 32.7 147 64.5 167.8 2.635 16.47 0.0751 0 23.35 1.8 147 64.5 -54.5 2.5 2x(us.90)=16.47 18.64 120 34.4 029 53.04 113.4 2.635 16.47 0.0363 5 35.11 1.3 029 53.04 -10.6 2.5 10 120 40.7 030 53.04 102.8 2.635 0 0.0303 0 10 0.3 030 53.04 -7 2.5 10 120 41 031 53.04 95.8 2.635 0 0.0266 0 101 1 0.3 File: State Street Commons.dwg Date 8/14/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 9 Job: State Street Commons (Rev.5) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiV2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I 031 53.04 -0.4 2.5 10 120 41.2 032 53.04 95.3 2.635 0 0.0263 0 10 0.3 032 53.04 6.9 2.5 10 120 41.5 033 53.04 102.2 2.635 0 0.03 0 10 0.3 033 53.04 11.2 2.5 2x(us.Tee-Br)=32.95 25.2 120 41.8 097 50.54 113.4 2.635 3x(us.90)=24.71 57.66 0.0363 1.1 82.86 3 097 50.54 142.2 2.5 8.52 120 45.9 076-0 42.02 255.5 2.635 0 0.1636 3.7 8.52 1.4 076-0 42.02 0 2.5 0.32 0 51 BR/-N 076-1 41.7 255.5 0 0 5.3741 0.1 0.32 1.7 076-1 41.7 0 2.5 0.91 120 52.9 247 40.79 255.5 2.635 0 0.1636 0.4 0.91 0.1 247 40.79 0 4 6x(us.90)=116.59 171.62 150 53.4 349 41.79 255.5 4.24 116.59 0.0107 -0.4 288.21 3.1 349 41.79 0 4 0.08 140 56 BFP-O 41.79 255.5 4.3 0 0.0113 0 0.08 0 BFP-O 41.79 0 4 3.17 0 56 Zurn 375DA BFP-I 41.79 255.5 0 0 3.1758 0 RPDA 3.17 10.1 *** BFP-I 41.79 0 4 lx(us.90)=18.33 1.67 140 66.1 351 41.79 255.5 4.3 18.33 0.0113 0 20 0.2 351 41.79 0 6 3x(us.90)=64.19 29.87 150 66.3 GV-O 35.29 255.5 6.08 64.19 0.0018 2.8 94.06 0.2 GV-0 35.29 0 4 0.75 0 69.3 Gate A2360 GV-I 35.29 255.5 0 0 0.1751 0 *** 0.75 0.1 GV-I 35.29 0 6 6.76 150 69.4 Wi 35.29 255.5 6.08 0 0.0018 0 6.76 0.0 Wi 69.5 File: State Street Commons.dwg Date 8/14/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 10 Job : State Street Commons (Rev.5) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 H307 53.04 5.6 15.6 1.25 lx(us.Tee-Br)=6 4 120 7.8 005 53.04 17.5 1.38 6 0.0267 0 10 0.3 005 53.04 0 2.5 8.28 120 8 004 53.04 17.5 2.635 0 0.0011 0 8.28 0 004 53.04 -6.8 1.25 lx(us.Tee-Br)=6 4 120 8 H308 53.04 5.6 10.7 1.38 6 0.0108 0 10 0.1 H308 53.04 5.6 16 1.25 12.93 120 8.1 H309 53.04 5.6 26.7 1.38 0 0.0583 0 12.93 0.8 H309 53.04 5.6 16.7 1.25 11.5 120 8.9 H310 53.04 5.6 43.4 1.38 0 0.1433 0 11.5 1.6 H310 53.04 5.6 18.2 1.25 11.5 120 10.5 H311 53.04 5.6 61.6 1.38 0 0.2739 0 11.5 3.2 H311 53.04 5.6 20.7 1.25 lx(us.Tee-Br)=6 16.49 120 13.7 418 53.04 82.3 1.38 6 0.4687 0 22.49 1 10.5 418 24.2 Path No: 3 H312 53.04 5.6 15.9 1.25 12.93 120 8.1 H313 53.04 5.6 22.7 1.38 0 0.043 0 12.93 0.6 H313 53.04 5.6 16.4 1.25 11.5 120 8.6 H314 53.04 5.6 39.1 1.38 0 0.1181 0 11.5 1.4 H314 53.04 5.6 17.7 1.25 11.5 120 10 H315 53.04 5.6 56.8 1.38 0 0.2356 0 11.5 2.7 H315 53.04 5.6 19.9 1.25 lx(us.Tee-Br)=6 17.99 120 12.7 012 53.04 76.7 1.38 2x(us.90)=6 12 0.4113 0 29.99 12.3 012 25 Path No: 4 H301 53.04 5.6 16.7 1.25 10 120 8.9 H302 53.04 5.6 16.7 1.38 0 0.0244 0 10 0.2 H302 53.04 5.6 16.9 1.25 lx(us.Tee-Br)=6 9.25 120 9.1 445 53.04 33.6 1.38 lx(us.90)=3 9 0.0891 0 18.251 1 1.6 445 10.7 File: State Street Commons.dwg Date 8/14/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 11 Job: State Street Commons (Rev.5) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 5 446 53.04 0 1.25 2x(us.90)=6 11.53 120 7.7 H307 53.04 5.6 1.9 1.38 6 0.0005 0 17.53 0 H307 7.8 Path No: 6 027 62.5 0 2.5 lx(us.Tee-Br)=16.47 41.82 120 26.4 022 62.5 104 2.635 16.47 0.031 0 58.3 1.8 022 62.5 0 2 5x(us.90)=30.77 13.3 120 28.2 365 64.5 104 2.157 30.77 0.0821 -0.9 44.07 3.6 365 64.5 -6 2 11 120 31 364 64.5 98 2.157 0 0.0735 0 11 0.8 364 64.5 -4.8 2 11 120 31.8 363 64.5 93.2 2.157 0 0.067 0 11 0.7 363 64.5 -5.5 2 11.19 120 32.5 362 64.5 87.7 2.157 0 0.0599 0 11.19 0.7 362 64.5 -15.3 2 9.75 120 33.2 361 64.5 72.4 2.157 0 0.042 0 9.75 0.4 361 64.5 -13.8 2 9.75 120 33.6 360 64.5 58.6 2.157 0 0.0284 0 9.75 0.3 360 64.5 -11.9 2 9.75 120 33.9 359 64.5 46.7 2.157 0 0.0186 0 9.75 0.2 359 64.5 -13.8 2 9.75 120 34 358 64.5 32.9 2.157 0 0.0097 0 9.75 0.1 358 64.5 -15.1 2 lx(us.Tee-Br)=12.31 9.94 120 34.1 356 64.5 17.8 2.157 12.31 0.0031 0 22.24 0.1 356 64.5 0 1.25 lx(us.Tee-Br)=6 62.25 120 34.2 089 64.5 17.8 1.38 6 0.0274 0 68.25 1.9 089 64.5 124.4 2.5 3x(us.90)=24.71 43.71 120 36.1 097 50.54 142.2 2.635 24.71 0.0552 6 68.43 3.8 097 45.9 File: State Street Commons.dwg Date 8/14/2020 Copyright @2002-2012 Tyco Fire Protection Products Page 12 Job: State Street Commons (Rev.5) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 7 147 64.5 0 2.5 lx(us.90)=8.24 21.44 120 34.4 082 64.5 54.5 2.635 8.24 0.0093 0 29.67 0.3 082 64.5 15.3 2.5 9.75 120 34.7 083 64.5 69.7 2.635 0 0.0148 0 9.75 0.1 083 64.5 13.8 2.5 9.75 120 34.9 086 64.5 83.6 2.635 0 0.0206 0 9.75 0.2 086 64.5 11.9 2.5 9.75 120 35.1 087 64.5 95.4 2.635 0 0.0264 0 9.75 0.3 087 64.5 13.8 2.5 9.75 120 35.3 088 64.5 109.2 2.635 0 0.0339 0 9.75 0.3 088 64.5 15.1 2.5 9.94 120 35.6 089 64.5 -' 124.4 2.635 0 0.0431 0 9.94 0.4 089 36.1 Path No: 8 029 53.04 0 1.25 2x(us.Tee-Br)=12 40.42 120 40.7 301 53.04 10.6 1.38 12 0.0106 0 52.42 0.6 301 53.04 0 2.5 10 120 41.2 300 53.04 10.6 2.635 0 0.0005 0 10 0 300 53.04 7 2.5 10 120 41.2 299 53.04 17.6 2.635 0 0.0012 0 10 0.0 299 53.04 0.4 2.5 10 120 41.2 298 53.04 18.1 2.635 0 0.0012 0 10 0.0 298 53.04 -6.9 2.5 lx(us.Tee-Br)=16.47 10 120 41.3 263 53.04 11.2 2.635 16.47 0.0005 0 26.47 0.0 263 53.04 0 1.25 lx(us.Tee-Br)=6 40.42 120 41.3 033 53.04 11.2 1.38 6 0.0116 0 46.42 0.5 033 41.8 Path No: 9 030 53.04 0 1.25 2x(us.Tee-Br)=12 40.42 120 41 300 53.04 7 1.38 12 0.0049 0 52.42 0.3 300 41.2 File: State Street Commons.dwg Date 8/14/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 13 Job : State Street Commons (Rev.5) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 10 031 53.04 0 1.25 2x(us.Tee-Br)=12 40.42 120 41.2 299 53.04 0.4 1.38 12 0.0000 0 52.42 0 299 41.2 Path No: 11 004 53.04 0 2.5 lx(us.Tee-Br)=16.47 10.75 120 8 001 53.04 6.8 2.635 16.47 0.0002 0 27.22 0 001 53.04 0 1.25 4 120 8 H312 53.04 5.6 6.8 1.38 0 0.0046 0 4 0.0 H312 8.1 Path No: 12 365 64.5 0 1.25 2x(us.Tee-Br)=12 45.12 120 31 075 64.5 6 1.38 12 0.0037 0 57.12 0.2 075 31.2 Path No: 13 364 64.5 0 1.25 2x(us.Tee-Br)=12 45.12 120 31.8 078 64.5 4.8 1.38 12 0.0024 0 57.12 0.1 078 31.9 Path No: 14 363 64.5 0 1.25 2x(us.Tee-Br)=12 45.12 120 32.5 079 64.5 5.5 1.38 12 0.0031 0 57.12 0.2 079 32.7 Path No: 15 362 64.5 0 1.25 2x(us.Tee-Br)=12 62.25 120 33.2 082 64.5 15.3 1.38 12 0.0207 0 74.25 1.5 082 34.7 Path No: 16 361 64.5 0 1.25 2x(us.Tee-Br)=12 62.25 120 33.6 083 64.5 13.8 1.38 12 0.0172 0 74.25 1.3 083 34.9 File: State Street Commons.dwg Date 8/14/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 14 Job State Street Commons (Rev.5) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 17 360 64.5 0 1.25 2x(us.Tee-Br)=12 68.25 120 33.9 086 64.5 11.9 1.38 4x(us.90)=12 24 0.013 0 92.25 1.2 086 35.1 Path No: 18 359 64.5 0 1.25 2x(us.Tee-Br)=12 62.25 120 34 087 64.5 13.8 1.38 12 0.0172 0 74.25 1.3 087 35.3 Path No: 19 358 64.5 ol 1.25 2x(us.Tee-Br)=12 62.25 120 34.1 088 64.5 15.1 1.38 12 0.0204 0 74.25 1.5 088 35.6 Path No: 20 298 53.04 0 1.25 2x(us.Tee-Br)=12 40.42 120 41.3 032 53.04 6.9 1.38 12 0.0048 0 52.42 0.2 032 41.5 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 20.7 ft/s occurs in the following pipe(s): (419-445) "f" Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File: State Street Commons.dwg Date 8/14/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 15 HYDRAULIC CALCULATIONS for Job Information Project Name: State Street Commons (Rev.5) Contract No. : 19592 City: Carlsbad, CA 92008 Project Location: 2742-2752 State Street Date: 1/11/2020 Contractor Information Name of Contractor: Titan Fire Protection Address: 2880 Scott Street, Ste 105 City: Vista, CA 92081 Phone Number: E-mail: Name of Designer: JCR Authority Having Jurisdiction: Local Authority Design Remote Area Name 4 Remote Area Location 1st Floor (SS U) Occupancy Classification Light Density (gpm/ft2) 0.118 Area of Application (ft2) 1501 Coverage per Sprinkler (ft2) 126 Number of Calculated Sprinklers 17 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 384.5 Required Pressure at Source (psi) 64.7 Type of System Wet Volume - Entire System (gal) 384 gal Water Supply Information Date 01-28-20 Location Hydrant #H60947/H62207 Source Wi Notes File: State Street Commons.dwg Date 8/14/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 1 Job: State Street Commons (RevS) Hydraulic Analysis for: 4 Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (lbs/ft2) Water Supply Parameters Supply 1: Wi Supply Analysis Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Flow (gpm) Pressure (psi) 0 87 2900 58 I Node at Source I Static Pressure Residual Pressure I I Flow I I I Available I Pressure I I I Total Demand I Required Pressure (psi) I (psi) I (gpm) I I (psi) I (gpm) I (psi) I Wi 87 58 2900 86.3 384.5 64.7 Hoses Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) 100 Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 284.5 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 284.5 Other Required Margin of Safety (psi) 0 Wi -Pressure (psi) 64.7 Wi - Flow (gpm) 284.5 Demand w/o System Pump(s) N/A File: State Street Commons.dwg Date 8/14/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 2 Job: State Street Commons (Re5) Hydraulic Analysis for: 4 I Supply System Demand • Add Out Hose 0 Available At Source UiLlTLI1 iJU wi will gpm I - JJ JLJLl 1* liii Ir — — u]J1lJJJ I -- JW1ML:uilIIhr.m I1L1 k if JU I __i•ii• ULL —.Jz uuiilr I Tirili Zulu ju, :111111 File: State Street Commonsdwg Date 8I1412020 Copyrijt2QO22Qi2 Tyco Rre Protection Products Page 3 Job : State Street Commons (Rev.5) Hydraulic Analysis for: 4 Graph Labels Label Description Values Flow (gpm) Pressure (psi) Si Supply point #1 - Static 0 87 S2 Supply point #2 - Residual 2900 58 Dl Elevation Pressure 0 10.9 D2 System Demand 284.5 64.7 D3 System Demand + Add.Out.Hose 384.5 64.7 Curve Intersections & Safety Margins Curve Name Intersection I Safety Margin I Pressure (psi) I Flow (gpm) I Pressure (psi) I @ Flow (gpm) Supply 86.4 342 21.6 j 384.5 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/ps1½) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) H401 Overhead Sprinkler 126 5.6 0.1 12.6 7 0.118 14.8 7 Overhead H402 Sprinkler 126 5.6 0.1 12.6 7 0.119 15 7.2 H403 Overhead Sprinkler 126 5.6 0.1 12.6 7 0.125 15.7 7.9 H404 Overhead 126 5.6 0.1 12.6 7 0.136 17.1 9.4 Sprinkler H405 Overhead 126 5.6 0.1 12.6 7 0.12 15.1 7.3 Sprinkler H406 Overhead 126 5.6 0.1 12.6 7 0.122 15.3 7.5 Sprinkler 11407 Overhead 126 5.6 0.1 12.6 7 0.127 16 8.2 Sprinkler H408 Overhead 126 5.6 0.1 12.6 7 0.138 17.4 9.7 Sprinkler H409 Overhead 126 5.6 0.1 12.6 7 0.121 15.3 7.5 Sprinkler H410 Overhead 126 5.6 0.1 12.6 7 0.123 15.5 7.7 Sprinkler H411 Overhead 126 5.6 0.1 12.6 7 0.129 16.2 8.4 Sprinkler H412 Overhead 126 5.6 0.1 12.6 7 0.14 17.7 9.9 Sprinkler 11413 Overhead 126 5.6 0.1 12.6 7 0.139 17.5 9.7 Sprinkler File: State Street Commons.dwg Date 8/14/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 4 H414 Overhead 126 5.6 0.1 12.6 7 0.141 17.7 10 Sprinkler H415 Overhead Sprinkler 126 5.6 0.1 12.6 7 0.147 18.5 10.9 H416 Overhead Sprinkler 126 5.6 0.1 12.6 7 0.16 20.1 12.9 H417 Overhead 126 5.6 0.1 12.6 7 0.154 19.4 12 Sprinkler File: State Street Commons.dwg Date 8/14/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 5 Job : State Street Commons (Rev.5) Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge ft gpm/p5iv2 gpm gpm ft2 gpm/ft2 psi psi psi gpm H401 Overhead Sprinkler 5.6 14.8 126 7 7 53.54 HEAD Open 2.2 0.118 -7.9 12.6 H402 Overhead Sprinkler 5.6 15 126 7.2 7 53.54 HEAD Open 2.4 0.119 -7.9 12.6 H405 Overhead Sprinkler 5.6 15.1 126 7.3 7 60.54 HEAD Open 2.5 0.12 -10.9 12.6 H409 Overhead Sprinkler 5.6 15.3 126 7.5 7 60.54 HEAD Open 2.7 0.121 -10.9 12.6 H406 Overhead Sprinkler 5.6 15.3 126 7.5 7 60.54 HEAD Open 2.7 0.122 -10.9 12.6 H410 Overhead Sprinkler 5.6 15.5 126 7.7 7 60.54 HEAD Open 2.9 0.123 -10.9 12.6 H403 Overhead Sprinkler 5.6 15.7 126 7.9 7 53.54 HEAD Open 3.1 0.125 -7.9 12.6 H407 Overhead Sprinkler 5.6 16 126 8.2 7 60.54 HEAD Open 3.4 0.127 -10.9 12.6 H411 Overhead Sprinkler 5.6 16.2 126 8.4 7 60.54 HEAD Open 3.6 0.129 -10.9 12.6 H404 Overhead Sprinkler 5.6 17.1 126 9.4 7 53.54 HEAD Open 4.5 0.136 -7.9 12.6 H408 Overhead Sprinkler 5.6 17.4 126 9.7 7 60.54 HEAD Open 4.8 0.138 -10.9 12.6 H413 Overhead Sprinkler 5.6 17.5 126 9.7 7 53.54 HEAD Open 4.9 0.139 -7.9 12.6 H412 Overhead Sprinkler 5.6 17.7 126 9.9 7 60.54 HEAD Open 5.1 0.14 -10.9 12.6 H414 Overhead Sprinkler 5.6 17.7 126 10 7 53.54 HEAD Open 5.1 0.141 -7.9 12.6 H415 Overhead Sprinkler 5.6 18.5 126 10.9 7 53.54 HEAD Open 5.9 0.147 -7.9 12.6 H417 Overhead Sprinkler 5.6 19.4 126 12 7 53.54 HEAD Open 6.8 0.154 -7.9 12.6 H416 Overhead Sprinkler 5.6 20.1 126 12.9 7 53.54 HEAD Open 7.5 0.16 -7.9 12.6 009 Node 27.5 50.54 NODE -6.6 011 Node 27.7 50.54 NODE -6.6 013 Node 28.3 50.54 NODE -6.6 014 Node 29.5 50.54 NODE -6.6 147 Node 32.4 64.5 NODE -12.7 079 Node 32.4 64.5 NODE -12.7 078 Node 32.4 64.5 NODE -12.7 075 Node 32.4 64.5 NODE -12.7 File: State Street Commons.dwg Date 8/14/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 6 Job: State Street Commons (Rev.5) Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge ft gpm/p5i1/2 gpm gpm ft2 gpm/ft2 psi psi psi gpm 365 Node 32.5 64.5 NODE -12.7 364 Node 32.5 64.5 NODE -12.7 363 Node 32.6 64.5 NODE -12.7 082 Node 32.6 64.5 NODE -12.7 362 Node 32.6 64.5 NODE -12.7 361 Node 32.7 64.5 NODE -12.7 083 Node 32.7 64.5 NODE -12.7 360 Node 32.7 64.5 NODE -12.7 359 Node 32.8 64.5 NODE -12.7 358 Node 32.8 64.5 NODE -12.7 356 Node 32.8 64.5 NODE -12.7 086 Node 32.8 64.5 NODE -12.7 087 Node 32.9 64.5 NODE -12.7 088 Node 33 64.5 NODE -12.7 089 Node 33.2 64.5 NODE -12.7 022 Node 33.3 62.5 NODE -11.8 033 Node 36.2 53.04 NODE -7.7 032 Node 36.3 53.04 NODE -7.7 028 Node 36.4 50.54 NODE -6.6 263 Node 36.4 53.04 NODE -7.7 298 Node 36.4 53.04 NODE -7.7 031 Node 36.4 53.04 NODE -7.7 299 Node 36.4 53.04 NODE -7.7 300 Node 36.5 53.04 NODE -7.7 301 Node 36.5 53.04 NODE 1 -7.7 File: State Street Commons.dwg Date 8/14/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 7 Job: State Street Commons (Rev.5) Hydraulic Calculations I Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi½ gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 030 Node 36.6 53.04 1 NODE -7.7 029 Node 36.7 53.04 NODE -7.7 097 Node 40.4 50.54 NODE -6.6 076-0 Node 45.8 42.02 NODE -2.9 076-I Node 48.1 41.7 NODE -2.8 247 Node 48.7 40.79 NODE -2.4 349 Node 52 41.79 NODE -2.8 BFP-O Node 52 41.79 NODE -2.8 BFP-I Node 61.2 41.79 NODE -2.8 351 Node 61.5 41.79 NODE -2.8 GV-0 Node 64.5 35.29 NODE 0 GV-I Node 64.6 35.29 NODE 0 Wi Supply 284.5 64.7 35.29 SUPPLY . 0 File: State Street Commons.dwg Date 8/14/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 8 Job: State Street Commons (Rev.5) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No H401 53.54 5.6 14.8 1.25 11.33 120 7 H402 53.54 5.6 14.8 1.38 0 0.0196 0 11.33 0.2 H402 53.54 5.6 15 1.25 9.33 120 7.2 H403 53.54 5.6 29.9 1.38 0 0.0717 0 9.33 0.7 H403 53.54 5.6 15.7 1.25 9.33 120 7.9 H404 53.54 5.6 45.6 1.38 0 0.1569 0 9.33 1.5 H404 53.54 5.6 17.1 1.25 9.33 120 9.4 H417 53.54 5.6 62.7 1.38 0 0.2832 0 9.33 2.6 H417 53.54 5.6 19.4 1.25 lx(us.Tee-Br)=6 18.5 120 12 009 50.54 82.1 1.38 2x(us.90)=6 12 0.4665 1.3 30.5 14.2 009 50.54 0 2.5 10.25 120 27.5 011 50.54 82.1 2.635 0 0.02 0 10.25 0.2 011 50.54 63.8 2.5 10.25 120 27.7 013 50.54 146 2.635 0 0.058 0 10.25 0.6 013 50.54 64.7 2.5 10.25 120 28.3 014 50.54 210.7 2.635 0 0.1144 0 10.25 1.2 014 50.54 73.9 2.5 2x(us.90)=16.47 18.23 120 29.5 028 50.54 284.5 2.635 16.47 0.1997 0 34.71 6.9 028 50.54 -76.3 2.5 2x(us.Tee-Br)=32.95 2.63 120 36.4 097 50.54 208.3 2.635 32.95 0.112 0 35.57 4 097 50.54 76.3 2.5 8.52 120 40.4 076-0 42.02 284.5 2.635 0 0.1997 3.7 8.52 1.7 076-0 42.02 0 2.5 0.32 0 45.8 BFV-N 076-1 41.7 284.5 0 0 6.6425 0.1 *** 0.32 2.1 076-1 41.7 0 2.5 0.91 120 48.1 247 40.79 284.5 2.635 0 0.1997 0.4 0.91 0.2 247 40.79 0 4 6x(us.90)=116.59 171.62 150 48.7 349 41.79 284.5 4.24 116.59 0.013 -0.4 288.21 3.8 349 41.79 0 4 0.08 140 52 BFP-0 41.79 284.5 4.3 0 0.0138 0 0.08 0 BFP-0 41.79 0 4 3.17 0 52 Zurn 375DA BFP-I 41.79 284.5 0 1 0 2.9056 0 RPDA 3.17 9.2 *** File: State Street Commons.dwg Date 8/14/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 9 Job: State Street Commons (Rev.5) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/,) (gpm) (in) (ft) (ft) (psi) (psi) Path No BFP-I 41.79 0 4 lx(us.90)=18.33 1.67 140 61.2 351 41.79 284.5 4.3 18.33 0.0138 0 20 0.3 351 41.79 0 6 3x(us.90)=64.19 29.87 150 61.5 GV-O 35.29 284.5 6.08 64.19 0.0023 2.8 94.06 0.2 GV-O 35.29 0 4 0.75 0 64.5 Gate A2360 GV-I 35.29 284.5 0 0 0.217 0 *** 0.75 0.2 GV-I 35.29 0 6 6.76 150 64.6 Wi 35.29 284.5 6.08 0 0.0023 0 6.76 0.0 Wi 64.7 Path No: 2 H405 60.54 5.6 15.1 1.25 11.33 120 7.3 H406 60.54 5.6 15.1 1.38 0 0.0202 0 11.33 0.2 H406 60.54 5.6 15.3 1.25 9.33 120 7.5 H407 60.54 5.6 30.4 1.38 0 0.0741 0 9.33 0.7 H407 60.54 5.6 16 1.25 9.33 120 8.2 H408 60.54 5.6 46.4 1.38 0 0.1622 0 9.33 1.5 H408 60.54 5.6 17.4 1.25 lx(us.Tee-Br)=6 34.83 120 9.7 011 50.54 63.8 1.38 2x(us.90)=6 12 0.2927 4.3 46.83 13.7 011 27.7 Path No: 3 H409 60.54 5.6 15.3 1.25 11.33 120 7.5 H410 60.54 5.6 15.3 1.38 0 0.0207 0 11.33 0.2 H410 60.54 5.6 15.5 1.25 9.33 120 7.7 H411 60.54 5.6 30.8 1.38 0 0.0759 0 9.33 0.7 H411 60.54 5.6 16.2 1.25 9.33 120 8.4 H412 60.54 5.6 47 1.38 0 0.1662 0 9.33 1.6 H412 60.54 5.6 17.7 1.25 lx(us.Tee-Br)=6 34.83 120 9.9 013 50.54 64.7 1.38 2x(us.90)=6 12 0.2999 4.3 46.83 14 013 28.3 File: State Street Commons.dwg Date 8/14/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 10 Job: State Street Commons (Rev.5) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 H413 53.54 5.6 17.5 1.25 11.33 120 9.7 H414 53.54 5.6 17.5 1.38 0 0.0266 0 11.33 0.3 H414 53.54 5.6 17.7 1.25 9.33 120 10 H415 53.54 5.6 35.2 1.38 0 0.0972 0 9.33 0.9 H415 53.54 5.6 18.5 1.25 9.33 120 10.9 H416 53.54 5.6 53.7 1.38 0 0.2127 0 9.33 2 H416 53.54 5.6 20.1 1.25 lx(us.Tee-Br)=6 27.83 120 12.9 014 50.54 73.9 1.38 2x(us.90)=6 12 0.3834 1.3 39.83 15.3 014 29.5 File: State Street Commons.dwg Date 8/14/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 11 Job State Street Commons (Rev.5) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) 028 50.54 0 2.5 3x(us.90)=24.71 22.58 120 36.4 033 53.04 76.3 2.635 24.71 0.0174 -1.1 47.29 0.8 033 53.04 -7.1 2.5 10 120 36.2 032 53.04 69.1 2.635 0 0.0145 0 10 0.1 032 53.04 -4.7 2.5 10 120 36.3 031 53.04 64.4 2.635 0 0.0128 0 10 0.1 031 53.04 -0.3 2.5 10 120 36.4 030 53.04 64.1 2.635 0 0.0126 0 10 0.1 030 53.04 4.7 2.5 10 120 36.6 029 53.04 68.8 2.635 0 0.0144 0 10 0.1 029 53.04 7.5 2.5 2x(us.90)=16.47 18.64 120 36.7 147 64.5 76.3 2.635 16.47 0.0174 -5 35.11 0.6 147 64.5 -23 2.5 lx(us.90)=8.24 21.44 120 32.4 082 64.5 53.3 2.635 8.24 0.009 0 29.67 0.3 082 64.5 -0.1 2.5 9.75 120 32.6 083 64.5 53.2 2.635 0 0.009 0 9.75 0.1 083 64.5 2.1 2.5 9.75 120 32.7 086 64.5 55.3 2.635 0 0.0096 0 9.75 0.1 086 64.5 2.9 2.5 9.75 120 32.8 087 64.5 58.2 2.635 0 0.0106 0 9.75 0.1 087 64.5 4.5 2.5 9.75 120 32.9 088 64.5 62.8 2.635 0 0.0122 0 9.75 0.1 088 64.5 5.9 2.5 9.94 120 33 089 64.5 68.7 2.635 0 0.0143 0 9.94 0.1 089 64.5 7.6 2.5 3x(us.90)=24.71 43.71 120 33.2 097 50.54 76.3 2.635 24.71 0.0174 6 68.43 1.2 097 40.4 File: State Street Commons.dwg Date 8/14/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 12 Job: State Street Commons (Rev.5) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/7) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 6 033 53.04 0 1.25 2x(us.Tee-Br)=12 40.42 120 36.2 263 53.04 7.1 1.38 12 0.0051 0 52.42 0.3 263 53.04 0 2.5 10 120 36.4 298 53.04 7.1 2.635 0 0.0002 0 10 0 298 53.04 4.7 2.5 10 120 36.4 299 53.04 11.9 2.635 0 0.0006 0 10 0 299 53.04 0.3 2.5 10 120 36.4 300 53.04 12.2 2.635 0 0.0006 0 10 0 300 53.04 -4.7 2.5 lx(us.Tee-Br)=16.47 10 120 36.5 301 53.04 7.5 2.635 16.47 0.0002 0 26.47 0 301 53.04 0 1.25 lx(us.Tee-Br)=6 40.42 120 36.5 029 53.04 7.5 1.38 6 0.0055 0 46.42 0.3 029 36.7 Path No: 7 032 53.04 0 1.25 2x(us.Tee-Br)=12 40.42 120 36.3 298 53.04 4.7 1.38 12 0.0023 0 52.42 0.1 298 36.4 Path No: 8 031 53.04 0 1.25 2x(us.Tee-Br)=12 40.42 120 36.4 299 53.04 0.3 1.38 12 0.0000 0 52.42 0 299 36.4 File: State Street Commons.dwg Date 8/14/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 13 Job: State Street Commons (Rev.5) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 9 147 64.5 0 2.5 lx(us.Tee-Br)=16.47 6.88 120 32.4 079 64.5 23 2.635 16.47 0.0019 0 23.35 0.0 079 64.5 -5.3 2.5 11 120 32.4 078 64.5 17.7 2.635 0 0.0012 0 11 0.0 078 64.5 -4.4 2.5 11 120 32.4 075 64.5 13.3 2.635 0 0.0007 0 11 0 075 64.5 -3.8 2.5 2x(us.Tee-Br)=32.95 58.43 120 32.4 022 62.5 9.5 2.635 5x(us.90)=41.19 74.13 0.0004 0.9 132.56 0.0 022 62.5 0 2 5x(us.90)=30.77 13.3 120 33.3 365 64.5 9.5 2.157 30.77 0.001 -0.9 44.07 0.0 365 64.5 3.8 2 11 120 32.5 364 64.5 13.3 2.157 0 0.0018 0 11 0.0 364 64.5 4.4 2 11 120 32.5 363 64.5 17.7 2.157 0 0.0031 0 11 0.0 363 64.5 5.3 2 11.19 120 32.6 362 64.5 23 2.157 0 0.005 0 11.19 0.1 362 64.5 0.1 2 9.75 120 32.6 361 64.5 23.1 2.157 0 0.005 0 9.75 0.0 361 64.5 -2.1 2 9.75 120 32.7 360 64.5 21 2.157 0 0.0042 0 9.75 0.0 360 64.5 -2.9 2 9.75 120 32.7 359 64.5 18.1 2.157 0 0.0032 0 9.75 0.0 359 64.5 -4.5 2 9.75 120 32.8 358 64.5 13.5 2.157 0 0.0019 0 9.75 0.0 358 64.5 -5.9 2 lx(us.Tee-Br)=12.31 9.94 120 32.8 356 64.5 7.6 2.157 12.31 0.0007 0 22.24 0.0 356 64.5 0 1.25 lx(us.Tee-Br)=6 62.25 120 32.8 089 64.5 7.6 1.38 6 0.0057 0 68.25 0.4 089 33.2 Path No: 10 082 64.5 0 1.25 2x(us.Tee-Br)=12 62.25 120 32.6 362 64.5 0.1 1.38 12 0 0 74.25 0 362 32.6 File: State Street Commons.dwg Date 8/14/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 14 Job: State Street Commons (Rev.5) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 11 300 53.04 0 1.25 2x(us.Tee-Br)=12 40.42 120 36.5 030 53.04 4.7 1.38 12 0.0023 0 52.42 0.1 030 36.6 Path No: 12 079 64.5 0 1.25 2x(us.Tee-Br)=12 45.12 120 32.4 363 64.5 5.3 1.38 12 0.0029 0 57.12 0.2 363 32.6 Path No: 13 078 64.5 0 1.25 2x(us.Tee-Br)=12 45.12 120 32.4 364 64.5 4.4 1.38 12 0.0021 0 57.12 0.1 364 32.5 Path No: 14 075 64.5 0 1.25 2x(us.Tee-Br)=12 45.12 120 32.4 365 64.5 3.8 1.38 12 0.0016 0 57.12 0.1 365 32.5 Path No: 15 361 64.5 0 1.25 2x(us.Tee-Br)=12 62.25 120 32.7 083 64.5 2.1 1.38 12 0.0005 0 74.25 0.0 083 32.7 Path No: 16 360 64.5 0 1.25 2x(us.Tee-Br)=12 68.25 120 32.7 086 64.5 2.9 1.38 4x(us.90)=12 24 0.001 0 92.25 0.1 086 32.8 Path No: 17 359 64.5 0 1.25 2x(us.Tee-Br)=12 62.25 120 32.8 087 64.5 4.5 1.38 12 0.0022 0 74.25 0.2 087 32.9 Path No: 18 358 64.5 0 1.25 2x(us.Tee-Br)=12 62.25 120 32.8 088 64.5 5.9 1.38 12 0.0035 0 74.25 0.3 088 33 File: State Street Commons.dwg Date 8/14/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 15 Job: State Street Commons (Rev.5) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psill2) (gpm) (in) (ft) (ft) (psi) (psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.62 ft/s occurs in the following pipe(s): (009-1-1417) " Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File: State Street Commons.dwg Date 8/14/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 16 HYDRAULIC CALCULATIONS for Job Information Project Name: State Street Commons (Rev.3) Contract No. : 19592 City: Carlsbad, CA 92008 Project Location: 2742-2752 State Street Date: 1/11/2020 Contractor Information Name of Contractor: Titan Fire Protection Address: 2880 Scott Street, Ste 105 City: Vista, CA 92081 Phone Number: E-mail: Name of Designer: JCR Authority Having Jurisdiction: Local Authority Design Remote Area Name 5 Remote Area Location Breezeway Occupancy Classification Light Density (gpm/ft2) 0.131 Area of Application (ft2) 1552 Coverage per Sprinkler (ft2) 222 Number of Calculated Sprinklers 7 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 312 Required Pressure at Source (psi) 74.2 Type of System Wet Volume - Entire System (gal) 257.5 gal Water Supply Information Date 01-28-20 Location Hydrant #H60947/H62207 Source Wi Notes File: State Street Commons.dwg Date 7/1/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 1 Job: State Street Commons (Rev.3) Node Labels: Off Pipe Labels: Off Diagram for Design Area: 5 (ODtimized Hydraulic SimDIified File: State Street Commons.dwg Date 7/1/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 2 Job: State Street Commons (Rev.3) Hydraulic Analysis for: 5 Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft) Fluid Dynamic Viscosity, (lbs/ft2) Water Supply Parameters Supply 1: Wi Supply Analysis Demand Hazen-Williams Water © 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Flow (gpm) Pressure (psi) 0 87 2900 58 I Static Pressure I Residual I I Flow I Available I Total Demand I I Required Pressure Node at Source (psi) I Pressure I (gpm) Pressure I (gpm) I (psi) (psi) I (psi) Wi 87 58 2900 86.5 312 74.2 Hoses Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) 100 Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 212 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 212 Other Required Margin of Safety (psi) 0 WI - Pressure (psi) 74.2 WI - Flow (gpm) 212 Demand w/o System Pump(s) N/A File: State Street Commons.dwg Date 7/1/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 3 Job: State Street Commons (Rev.3) Hydraulic Analysis for: 5 Ill. Supply* System Demand in. Add. Out. Hose 0 AvailableAt Source Ale: State Street Comrnons.dwg Date 7/1/2020 Copynight© 2002-2012 Tyco Fire Protection Products Page 4 Job: State Street Commons (Rev.3) Hydraulic Analysis for: Graph Labels Label Description Values Flow (gpm) Pressure (psi) SI Supply point #1 - Static 0 87 S2 Supply point #2 - Residual 2900 58 DI Elevation Pressure 0 7.7 D2 System Demand 212 74.2 D3 ISYstem Demand + Add.Out.Hose 312 74.2 Curve Intersections & Safety Margins Curve Name Intersection I I Safety Margin Pressure (psi) I Flow (gpm) I Pressure (psi ow (gpm) Supply 86.7 232.8 12.4 1 312 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi'/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) H501 Overhead 222 5.6 0.1 22.2 26.8 0.135 29.9 28.5 Sprinkler H502 Overhead 222 5.6 0.1 22.2 26.8 0.136 30.1 28.9 Sprinkler H503 Overhead 222 5.6 0.1 22.2 26.8 0.139 30.9 30.5 Sprinkler H504 Overhead 222 5.6 0.1 22.2 26.8 0.148 32.9 34.5 Sprinkler Overhead H505 Sprinkler 222 5.6 0.1 22.2 26.8 0.131 29 26.8 H506 Overhead 222 5.6 0.1 22.2 26.8 0.132 29.2 27.2 Sprinkler H507 Overhead 222 5.6 0.1 22.2 26.8 0.135 30 28.7 Sprinkler File: State Street Commons.dwg Date 7/1/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 5 Job: State Street Commons (Rev.3) Hydraulic Calculations I Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge ft gpm/p511/2 gpm gpm ft2 gpm/ft2 psi psi psi gpm H505 Overhead Sprinkler 5.6 29 222 26.8 26.8 53.04 HEAD Open 6.8 0.131 -7.7 22.2 H506 Overhead Sprinkler 5.6 29.2 222 27.2 26.8 53.04 HEAD Open 7 0.132 -7.7 22.2 H501 Overhead Sprinkler 5.6 29.9 222 28.5 26.8 53.04 HEAD Open 7.7 0.135 -7.7 22.2 H507 Overhead Sprinkler 5.6 30 222 28.7 26.8 53.04 HEAD Open 7.8 0.135 -7.7 22.2 H502 Overhead Sprinkler 5.6 30.1 222 28.9 26.8 53.04 HEAD Open 7.9 0.136 -7.7 22.2 H503 Overhead Sprinkler 5.6 30.9 222 30.5 26.8 53.04 HEAD Open 8.7 0.139 -7.7 22.2 H504 Overhead Sprinkler 5.6 32.9 222 34.5 26.8 53.04 HEAD Open 10.7 0.148 -7.7 22.2 450 Node 28.6 53.04 NODE -7.7 449 Node 29 53.04 NODE -7.7 002 Node 30.4 53.04 NODE -7.7 448 Node 30.6 53.04 NODE -7.7 006 Node 30.8 53.04 NODE -7.7 008 Node 32.5 53.04 NODE -7.7 393 Node 35.1 53.04 NODE -7.7 452 Node 36.8 53.04 NODE -7.7 010 Node 37.3 53.04 NODE -7.7 029 Node 37.6 53.04 NODE -7.7 030 Node 38.6 53.04 NODE -7.7 301 Node 39.4 53.04 NODE -7.7 300 Node 39.4 53.04 NODE -7.7 031 Node 39.4 53.04 NODE -7.7 299 Node 39.4 53.04 NODE -7.7 298 Node 39.5 53.04 NODE -7.7 263 Node 39.5 53.04 NODE -7.7 032 Node 40.3 53.04 NODE -7.7 File: State Street Commons.dwg Date 7/1/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 6 Job: State Street Commons (Rev.3) Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psilh gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 033 Node 41.2 53.04 NODE -7.7 076-0 Node 56.6 42.02 NODE -2.9 076-I Node 57.9 41.7 NODE -2.8 247 Node 58.4 40.79 NODE -2.4 349 Node 60.2 41.79 NODE -2.8 BFP-O Node 60.2 41.79 NODE -2.8 BFP-I Node 71 41.79 NODE -2.8 351 Node 71.1 41.79 NODE -2.8 GV-O Node 74.1 35.29 NODE 0 GV-I Node 74.1 35.29 NODE 0 Wi Supply -212 74.2 35.29 SUPPLY 0 File: State Street Commons.dwg Date 7/1/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 7 Job : State Street Commons (Rev.3) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I H505 53.04 5.6 29 1 lx(us.Tee-Br)=5 2 120 26.8 450 53.04 29 1.049 5 0.2579 0 7 1.8 450 53.04 0 1.5 13.5 120 28.6 449 53.04 29 1.61 0 0.032 0 13.5 0.4 449 53.04 29.2 1.5 13.5 120 29 448 53.04 58.2 1.61 0 0.1164 0 13.5 1.6 448 53.04 30 1.5 lx(us.Tee-Br)=8 9.93 120 30.6 393 53.04 88.2 1.61 8 0.2513 0 17.93 4.5 393 53.04 0 2.5 4x(us.90)=32.95 60.71 120 35.1 010 53.04 88.2 2.635 32.95 0.0228 0 93.66 2.1 010 53.04 123.8 2.5 3.08 120 37.3 029 53.04 212 2.635 0 0.1158 0 3.08 0.4 029 53.04 -19.9 2.5 10 120 37.6 030 53.04 192.1 2.635 0 0.0965 0 10 1 030 53.04 -13.1 2.5 10 120 38.6 031 53.04 179 2.635 0 0.0847 0 10 0.8 031 53.04 -0.8 2.5 10 120 39.4 032 53.04 178.2 2.635 0 0.0839 0 10 0.8 032 53.04 12.9 2.5 10 120 40.3 033 53.04 191.1 2.635 0 0.0956 0 10 1 033 53.04 20.8 2.5 2x(us.Tee-Br)=32.95 33.72 120 41.2 076-0 42.02 212 2.635 3x(us.90)=24.71 57.66 0.1158 4.8 91.38 10.6 076-0 42.02 0 2.5 0.32 0 56.6 BR/-N 076-1 41.7 212 0 0 3.8193 0.1 'K 0.32 1.2 076-1 41.7 0 2.5 0.91 120 57.9 247 40.79 212 2.635 0 0.1158 0.4 0.91 0.1 247 40.79 0 4 6x(us.90)=116.59 171.62 150 58.4 349 41.79 212 4.24 116.59 0.0076 -0.4 288.21 2.2 349 41.79 0 4 0.08 140 60.2 BFP-O 41.79 212 4.3 0 0.008 0 0.08 0 BFP-O 41.79 0 4 3.17 0 60.2 Zurn 375DA BFP-I 41.79 212 0 0 3.4056 0 RPDA 3.171 10.8 'K' File: State Street Commons.dwg Date 7/1/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 8 Job: State Street Commons (Rev.3) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I BFP-I 41.79 0 4 lx(us.90)=18.33 1.67 140 71 351 41.79 212 4.3 18.33 0.008 0 20 0.2 351 41.79 0 6 3x(us.90)=64.19 29.87 150 71.1 GV-O 35.29 212 6.08 64.19 0.0013 2.8 94.06 0.1 GV-O 35.29 0 4 0.75 0 74.1 Gate A2360 GV-I 35.29 212 0 0 0.1205 0 0.75 0.1 GV-I 35.29 0 6 6.76 150 74.1 Wi 35.29 212 6.08 0 0.0013 0 6.76 0 Wi 74.2 Path No: 2 H506 53.04 5.6 29.2 1 lx(us.Tee-Br)=5 2 120 27.2 449 53.04 29.2 1.049 5 0.2615 0 7 1.8 449 29 Path No: 3 H501 53.04 5.6 29.9 1 lx(us.Tee-Br)=5 2 120 28.5 002 53.04 29.9 1.049 5 0.2726 0 7 1.9 002 53.04 0 1.5 13.5 120 30.4 006 53.04 29.9 1.61 0 0.0338 0 13.5 0.5 006 53.04 30.1 1.5 13.5 120 30.8 008 53.04 60 1.61 0 0.123 0 13.5 1.7 008 53.04 30.9 1.5 lx(us.Tee-Br)=8 9.93 120 32.5 010 53.04 90.9 1.61 8 0.2657 0 17.93 4.8 010 37.3 Path No: 4 H507 53.04 5.6 30 1 lx(us.Tee-Br)=5 2 120 28.7 448 53.04 30 1.049 5 0.2746 0 7 1.9 448 30.6 Path No: 5 H502 53.04 5.6 30.1 1 lx(us.Tee-Br)=5 2 120 28.9 006 53.04 30.1 1.049 5 0.2765 0 7 1.9 006 30.8 File: State Street Commons.dwg Date 7/1/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 9 Job: State Street Commons (Rev.3) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 6 H503 53.04 5.6 30.9 1 lx(us.Tee-Br)=5 2 120 30.5 008 53.04 30.9 1.049 5 0.2903 0 7 2 008 32.5 Path No: 7 H504 53.04 5.6 32.9 1 lx(us.Tee-Br)=5 2 120 34.5 452 53.04 32.9 1.049 5 0.3258 0 7 2.3 452 53.04 0 1.5 lx(us.Tee-Br)=8 3.57 120 36.8 010 53.04 32.9 1.61 8 0.0405 0 11.571 1 0.5 010 37.3 Path No: 8 029 53.04 0 1.25 2x(us.Tee-Br)=12 40.42 120 37.6 301 53.04 19.9 1.38 12 0.0337 0 52.42 1.8 301 53.04 0 2.5 10 120 39.4 300 53.04 19.9 2.635 0 0.0014 0 10 0.0 300 53.04 13.1 2.5 10 120 39.4 299 53.04 32.9 2.635 0 0.0037 0 10 0.0 299 53.04 0.8 2.5 10 120 39.4 298 53.04 33.8 2.635 0 0.0039 0 10 0.0 298 53.04 -12.9 2.5 lx(us.Tee-Br)=16.47 10 120 39.5 263 53.04 20.8 2.635 16.47 0.0016 0 26.47 0.0 263 53.04 0 1.25 lx(us.Tee-Br)=6 40.42 120 39.5 033 53.04 20.8 1.38 6 0.0368 0 46.42 1.7 033 41.2 Path No: 9 030 53.04 ol 1.25 2x(us.Tee-Br)=12 40.42 120 38.6 300 53.04 13.1 1.38 12 0.0155 0 52.42 0.8 300 39.4 Path No: 10 031 53.04 0 1.25 2x(us.Tee-Br)=12 40.42 120 39.4 299 53.04 0.8 1.38 12 0.0001 0 52.42 0 299 39.4 File: State Street Commons.dwg Date 7/1/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 10 Job : State Street Commons (Rev.3) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 11 298 53.04 0 1.25 2x(us.Tee-Br)=12 40.42 120 39.5 032 53.04 12.9 1.38 12 0.0152 0 52.42 0.8 032 40.3 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 14.32 ft/s occurs in the following pipe(s): (010-008) Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File: State Street Commons.dwg Date 7/1/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 11 OEM I lUUNIOM_____________ I..._____________ I I.. OEM ONININSIONIN OWEINNION SIONIMENE now ONIMMENIMENNO 01010 9 9 a R 0 0 Job: State Street Commons (Rev.3) Device Graphs Pressure vs. Flow Function Design Area: 5; Supply Ref.: WI; Supply Name:WI 0 0 0 00 0 C C 2 C C C C C C C 0 CM CM CM Pressure Loss Function Design Area: 5; BFP Ref.: 560 (Zum 375DA RPDA, Size = 4); Inlet Node: BFP4; Outlet Node: BFP-O Date 7/1/2020 C C C C CM Flow, gpm File: State Street Commons.dwg Copyright © 2002-2012 Tyco Fire Protection Products C C C C C C C Page 12 a Job : State Street Commons (Rev.3) Device Graphs Pressure Loss Function Design Area: 5; Valve Ref.: 559 (BFV.4Size = 2.5); Inlet Node: 0761; Outlet Node: 076.0 zZ1110"I 2, 2 psi, i212gprn 0'1- * - Flow, gpm Pressure Loss Function Design Area: 5; Valve Ref.: 561 (Gate A2360, Size = 4); Inlet Node: GV4; Outlet Node: GV-O e4 Flow, pm File: State Street Commons.dwg Date 7/1/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 13 01TA4 PERU PROTflCTION Fire Protection Contractor License #989280 FIRE SUPPRESSION MATERIAL SUBMITTAL: PRODUCT DATA AND MANUFACTURER'S INSTRUCTIONS STATE STREET COMMONS 2742-2752 STATE STREET CARLSBAD, CA 92008 JOB # 19592 ES-A-M300Na Job Name Contractor Job Location Approval Engineer Contractor's P.0, No. Approval Representative MaximTM Series EXISTINC M300Na, (Maxim 300Na) Double Check Detector Assemblies Sizes: 21/211 - 411 The Maxim M300Na Double Check Detector Assemblies are used to prevent backflow of pollutants, that are objectionable but not toxic, from entering the potable water supply system, The Maxim M300Na may be installed under continuous pres- sure service and may be subjected to backpressure. The Maxim M300Na are used primarily on fire line sprinkler systems when it is necessary to monitor unauthorized use of water, For use in non-health hazard applications. Features Extremely Compact Design 70% Lighter than Traditional Designs 304 (Schedule 40) Stainless Steel Housing & Sleeve Groove Fittings Allow Integral Pipeline Adjustment Patented Bi-Link Check Provides Lowest Pressure Loss Unmatched Ease of Serviceability Available with Grooved Butterfly Valve Shutoffs Available for N Pattern Installations Replaceable Check Disc Rubber Specifications The Double Check Detector Assemblies shall consist of two independent Bi-Link Check modules within a single housing, sleeve access port, four test cocks and two drip tight shutoff valves. BI-Link Checks shall be removable and serviceable, with- out the use of special tools. The housing shall be constructed of 304 (Schedule 40) stainless steel pipe with groove end connec- tions. Bi-Link Checks shall have reversible elastomer discs and in operation shall produce drip tight closure against the reverse flow of liquid caused by backpressure or backsiphonage. The bypass assembly consists of a meter, which registers in either gallon or cubic measurements, a double check valve assembly and required test cocks. Assembly shall be a Maxim M300Na as manufactured by the Ames Fire & Waterworks, The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before beginning the installation of this product. It is illegal to use this product in any plumbing system providing water for human consumption, such as drinking or dishwashing, in the United States. Before installing standard material product, consult your local water authority, building and plumbing codes. Pines Fire & Waterworks product spenlcaVons in US. sustwnary wM and metric are approximate and are provided for reference only, For precise measure- ments please coolant Ames Fire & WatcrworlcsTecMcal Service, Ames Fire &Watewor1s reserves the right tectrenge or modIfy product design, construction specification or materials without prior notice and without Incurring any obligation to make ouch changes, and modifications on Ames Fire & Waterworks products previously or subsequently sold. ZiL A — — MES FIRE &WATERWcK5 A WATTS Brand Configurations "N" pattern horizontal Materials Housing & Sleeve: 304 (Schedule 40) Stainless Steel Elastomers: EPDM and Buna-N Bi-Link Checks: Noryl', Stainless Steel Check Discs: Reversible EPOM Test Cocks: Lead Free* Bronze Body Pins & Fasteners: 300 Series Stainless Steel Springs: Stainless Steel Available Models OSY UL/FM flanged outside stem and yoke resilient seated gate valves BFG ULIFM grooved gear operated butterfly valves WI tamper switch "OSY FxG Flanged inlet gate connection and grooved outlet gate connection "OSY GxF Grooved inlet gate connection and flanged outlet gate connection *y GxG Grooved inlet gate connection and grooved outlet gate connection Available with grooved NAS gate valves consult factory" Post indicator plate and operating nut available consult factory" *Consult factory for dimensions Pressure - Temperature Temperature Range: 33°F - 110°F (0.5°C - 43CC) Maximum Working Pressure: 175psi (12.1 bar) Dimensions - Weights M300Na SIZE DEMINSIONS1 in in G mm K in mm I in mm J in tam P in mm M300Na lbs.. kgs. 21/2 291,46 738 221/4 578 1513/16 402 8/ie 223 131/t6 335 147 67 3 301/2 775 223/4 578 171/e 435 91/it 223 141/2 368 172 78 391/4 1010 30/4 781 201/i 518 11fl/16 297 l5/ii 386 256 116 Note: For 21/2" - 4" horizontal/vertical instructions, send for literature ES-A-M-300/300N. M300NaBFG in, in, S mm Pt in, mm I in, mm J fr mm in. P mm 0Na8FG kgs. 7,56 2½ 29/i 159 221/i 562 14% 379 8% 223 13 330 35 3 30~ 781 22~ 578 15/ia 392 9At 233 13½ 343 37 4 39 991 30~ 781 18 457 1111At 297 15 381 71 NoryIn is a registered trademark of SABIC Innovative PlasticsTM 2W' k 8312 69 10 55 a 41 6 284 0 50 100 150 200 250 300 350 qpm 0 190 380 570 760 950 1140 1330 Om 15 fps 4.6 mps ____________ N 1 —I- -.-1 -..- V --- ..................:. L ' 14 9 I i —I-- kPa psI 831 691 55 41 28 14 * ** N 0 100 200 300 400 500 gpm 0 380 760 1140 1520 1900 lm 15 fps 4$ mps kPapsi 4" 83 41 14 69 55 28 * I - lii $___ 6 4. - - N Approvals Approved by the Foundation for Cross-Connection Control and Hydraulic Research at The Llnversity of Southern California (FCCCHR-USC) (Excluding 6' Z Pattern configuration) AWWA C551-92 For additional approval Information please contact the factory or visit our webIte at www,arne$firewaterccm C&U3 :ICPO 4_ eFM > US APPWed 1048 28S6 B64,5 Capacfty UL/FM Certified Flow Cheracteristics Flow characteristics collected using butterfly shutoff valves, See literature S-MAXIM-200, 300 for gate valve flow characteristics Rated flow UL Tested - - N-Pattern 0 100 ZOO 300 400 500 600 700 800 gpm 0 380 760 11140 1520 100 2280 2660 3040 Ipm 15 fps Inquire with governing authorities for local installation 4.5 mps requirements Page 1 of 6 MICROFAST® QUICK 4 lII[U'7..I1. RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-9459501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com Visit the Viking wobsite for the latest edition of this technical data page: www.vikinggroupinc.com DESCRIPTION The Viking Microfase Quick Response Pendent Sprinkler VK302 is a small ther- mosensitive glass bulb spray sprinkler available with various finishes and tempera- ture ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installationi in corrosive environments and are Listed and Approved as indicated in the Approval Charts. LISTINGS AND APPROVALS cULus Listed: Category VNIV 4' FM Approved: Class Series 2000 VdS Approved: Certificates G414009, G414010, G4040095, and 4880045 LPCB Approved: Certificate 096e106 WARNING, Rpa4tW6 rrI-wwPm4ov CE CE Certified: Standard EN 12259-1, certificate of constancy of performance 0832-CPR-S0021 CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) Ø MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-I 003 Refer to Approval Chart 1 and Design Criteria cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria for FM Approval requirements that must be followed. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Rated to 175 psi (12 bar) water working pressure Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1/2" NPT, 15 mm BSP Nominal K-Factor: 5.6 U.S. (80.6 metric**) Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-1/4" (58 mm) *cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Phosphor Bronze UNS-051000 or Copper UNS-C19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-530400 For Polyester Coated SDrinklers: Belleville Spring-Exposed For ENT Coated Sorinklers: Belleville Spring-Exposed, Screw and Pipcap - ENT plated. Ordering Information: (Also refer to the current Viking price list.) Order Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M-/W, Black Polyester = M-/B, and ENT = JN Temperature Suffix: 135°F (57 °C) =A, 155°F (68 °C) = B, 175°F (79 °C) = D, 200°F (93 °C) = E, 286°F (141 °C) = G Form No. F033314 19.02.21 Rev 19.1 Replaces Form No. F 033314 Rev 18.1.P65 (Removed F-i Escutcheon.) Page 2 of 6 N II(IF1c3 MICROFAST® QUICK 4 lII[U'7M. RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com For example, sprinkler VK302 with a Brass finish and a 155°F (68 °C) temperature rating = Part No. 12979AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the current Viking price list.) Sprinkler Wrenches: Standard Wrench: Part No. 21475M/B. Wrench for Recessed Pendent Sprinklers: Part No. 13655W/B** (available since 2006) Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool*** Part No. 15915 (available since 2010) **A %" ratchet is required (not available from Viking). ***Allows use from the floor by attaching a length of 1" diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F_051808. Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Microfas& Quick Response Pendent Sprinkler VK302 is available through a network of domestic and international dis- tributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Wrench Flat Protective Sprinkler Cap Figure 1: Standard Sprinkler Wrench 21475M/B Form No. F_033314 19.02.21 Rev 19.1 Page 3 of 6 NJIKJ MICROFASTO QUICK lII[U'7M.t RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient Classification Temperature Rating' Ceiling Temperature' Bulb Color U Ordinary 135 °F (57 °C) 100 °F (38 °C) Orange Ordinary 155 °F(68 °C) 100°F(38°C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings': White Polyester, and Black Polyester. ENT in all temperature ratings except 135 °F (57 °C) Footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are com- patible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and ENT coatings. For ENT coated automatic sprinklers, the waterway is coated. Sprinkler wrench 13655W/B** for recessed pendent sprinklers ** A 1/2" ratchet is required (not available from Viking) Carefully slide the wrench sideways around the protective cap, ensuring engagement with the sprinkler wrench flats Figure 2: Wrench 13655W/B for Recessed Pendent Sprinklers Form No. F_033314 19.02.21 Rev 19.1 Page 4 of 6 'JIKING MICROFAST® QUICK 4 l.I:II[.iuu7M. RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone; 269.945.9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart I (UL) — Temperature KEY The Viking Microfast® Quick Response Pendent Sprinkler VK302 AIX 4— escutcheon (fapphcabe) Maximum 175 PSI (12 Bar) WWP Base Sprinkler Thread Size Nominal Overall Listings and Approvals' Part SIN K.Factor Length (Refer also to Oøslgn Criteria.) Number1 NPT BSP U.S. metric2 Inches mm cULus4 VdS LPCB ' 12979 VK302 Pendent 1/2" 15 mm 5.6 80.6 2-1/4 58 A1Z, B1Y, D2, C2X Al A1Z, B1Y D1Z, CY Di 19780 VK302 Pendent 1/2" -- 5.6 80.6 2-1/4 58 -- -- -- - 03 21354 VK302 Pendent -- 15 mm 5.6 80.6 2-1/4 58 — -- -- - - 03 - 06662B VK302 Pendent7 1/2- 15 mm 5.6 80.6 2-1/4 58 A1Z, B1Y, D2, C2X -- -- -.- - 18021 VK302 Pendent 15 mm 5.6 80.6 2-1/4 58 AiX, B1Y Al AiX, B1Y DIX, C1Y7 Dl Approved Temperature Ratings Approved Finishes Approved Escutcheons A- 135 OF (57 °C), 155 OF (68 °C), 175 OF 1 - Brass, Chrome, White X - Standard surface-mounted escutcheon or the (79 °C), 200 OF (93 °C), 286 OF (141 °C) Polyester56, Black Polyes- Viking Micromatice Model E-1 Recessed Escutcheon B - 135 OF (57 °C), 155 OF (68 °C), 175 OF ter56 Y - Standard surface-mounted escutcheon or recessed with the Viking Micromatic® (79 °C), and 200°F (93 °C) 2- ENT5 Model E-1, E-2, or E-3 Recessed Escutcheon C - 155 OF (68 °C), 175 OF (79 °C), and 3-Chrome Z - Standard surface-mounted escutcheon 200 OF (93 °C) D - 155 OF (68 °C), 175 OF (79 C), 200 OF (93 °C), 286 °F (141 °C) Footnotes 1 Base part number shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This table shows the listings and approvals available at the time of printing. Other approvals may be in process. Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. cULus Listed as corrosion-resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors. CE Certified, Standard EN 12259-1, EC-certificate of constancy of performance 0832-CPR-S0021. MED Certified, Standard EN 12259-1, EC-0832-MED-1003. DESIGN CRITERIA -IJL (Also refer to Approval Chart I above.) cULus Listing Requirements: The Viking Microfast® Quick Response Pendent Sprinkler VK302 is cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. Designed for use in Light and Ordinary occupancies. The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, andstandards, whenever applicable. Form No. F_033314 19.02.21 Rev 19.1 Page 5 of 6 W4S 'JI MICROFAST® QUICK l.4:lIE.7M RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-9459501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart 2 (FM) - Temperature KEY The Viking Microfast® Quick Response Pendent Sprinkler VK302 A1X4- Escutcheon (if applicable) Maximum 175 PSI (12 Bar) WWP Base Part Sprinkler Thread Size Nominal K-Factor Overall Length FM Approvals2 Number' SIN Style (Refer also to Design Criteria.) NPT BSP U.S. metric' Inches mm 12979 VK302 Pendent 1/2" 15 mm 5.6 1 80.6 2-1/4 58 A1Z, B1Y, D2X, C2 E•ii(e Y 117fl1V.A fflhYl1fl7 06662B VK302 Pendent 1/2" 15 mm 5.6 80.6 2-1/4 58 A1Z, B1Y, D2X, C2 18021 VK302 I Pendent 1/2" 15 mm 5.6 80.6 2-1/4 1 58 1 A1Z, B1Y Approved Temperature Ratings Approved Escutcheons A - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F X - Standard surface-mounted escutcheon or the (93 SC), 286 °F (141 °C) Approved Finishes Viking Micromatic® Model E-1 Recessed B - 135 °F (57 °C), 155 ¶ (68 °C), 175 °F (79 °C), and 1 -Brass, Chrome, White Polyester4, Escutcheon 200 °F (93 °C) and Black Polyester' Y - Standard surface-mounted escutcheon or recessed C - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), 286 2 - ENT5 with the Viking Micromatic® Model E-1 or E-2 "F (141 "C) Recessed Escutcheon D - 155 "F (68 "C), 175 "F (79 °C), 200 "F (93 "C) Z - Standard surface-mounted escutcheon Footnotes 1 Base part number shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This table shows the FM Approvals available at the time of printing. Other approvals may be in process. Other colors are available on request with the same Approvals as the standard colors. FM approved as corrosion proofing for corrosive environments. DESIGN CRITERIA - FM (Also refer to Approval Chart 2 above.) I! .1 !1iII.iJLtjL1 The Viking Microfast® Quick Response Pendent Sprinkler VK302 is FM Approved as quick response Non-storage pendent sprinklers as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F 080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organiza- tions, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_033314 19.02.21 Rev 19.1 Page 6 of 6 N11a I1c MICROFAST® QUICK M 4 l.I:II[.iu.7 RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Ceiling Opening Size: 1/2" 2-5/16" (59 mm) minimum (15 mm) 2-1/2" (64 mm) maximum . -........... NPT A ______ • ,e. ' .. '•. LOW NK Installed with a standard 1/8" surface-mounted escutcheon Figure 3: Sprinkler Dimensions with a Standard Escutcheon 17 (54 mm) + 1-3/4" (45 mm) Max. Ceiling Opening Size: 2-5/16" (59 mm) minimum 2-1/2" (64 mm) maximum 1-1/8" (29 mm) Mm. Installed with a Installed with a Model Model E-1 Recessed E-2 Thread-on Recessed Escutcheon Escutcheon Figure 4: Sprinkler Dimensions with the Model E-1 and E-2 Recessed Escutcheons Form No. F_033314 19.02.21 Rev 19.1 Replaces Form No. F_033314 Rev 18.1.P65 (Removed F-i Escutcheon.) Page 1 of 6 Nilri FICJ MICROFASTO QUICK I RESPONSE HORIZONTAL 9 I SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269.945.9501 Technical Services: 877.384.5464 Fax: 269.818.1680 Email: techsvcsvikingcorp.com Visit the Viking wobsite for the latest edition of this technical data page: www.vikinggroupinc.com DESCRIPTION The Viking Microfast® Quick Response Horizontal Sidewall Sprinkler VK305 is a small thermosensitive glass bulb spray sprinkler available with various finishes and temperature ratings to meet design requirements, The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated In Approval Charts. LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Class 2020 () CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) Refer to Approval Charts and Design Criteria for listing and approval requirements that must be followed. Lis WARNING; Comer d Rpukie TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Rated to 175 psi (12 bar) water working pressure Factory tested hydrostatically to 500 psi (34.5 bar) Nominal K-Factor: 5.6 U.S. (80.6 metric*) * Metric K-factor measurement shown is when pressure is measured in Bar, When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Overall Length: 2-3/4" (68 mm) Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Copper UNS-C19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass IJNS-C36000 Pip Cap and Insert Assembly: Copper UNS-ClI000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers: Belleville Spring-Exposed For ENT Coated Sprinklers: Belleville Spring - Exposed, Screw and Pip cap - ENT plated. Ordering Information: (Also refer to the current Viking price list.) Order Viking Microfast® Quick Response Horizontal Sidewall Sprinkler VK305 by first adding the appropriate suffix for the sprin- kler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester M-/W, Black Polyester = M-/B, and ENT = JN Temperature Suffix: 135°F / 57 °C =A, 155 °F / 68 °C B, 175 °F / 79 °C = D, 200 °F / 93 °C = E. and 286 °F /141 °C = G For example, sprinkler 12997 with a Brass finish and a 155 OF / 68 °C temperature rating = Part No. 12997AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrenches: Standard Wrench: Part No. 21475M/B (available since 2017). Wrench for recessed and/or wax coated sprinklers: Part No. 13655W/B** (available since 2006) **A W ratchet Is required (not available from Viking). Form No. F060914 19.02.21 Rev 19.1 Replaces form F 060914 Rev. 17.1.P65 (Removed F-i Escutcheon.) Page 2 of 6 N IKJ IG MICROFAST® QUICK RE I SPONSE HORIZONTAL SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945.9501 Technical Services: 877.384-5464 Fax: 269418.1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Sprinkler Cabinets: A. Six-head capacity; Part No. 01724A (available since 1971) B, Twelve-head capacity: Part No. 01725A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, the heat-sensitive fusible link disengages, the pip cap and spring are released, and the waterway is opened. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY Viking Microfast® Quick Response Horizontal Sidewall Sprinkler VK305 is available through a network of domestic and interna- tional distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Wrench TI.Flat c Figure 1: Standard Sprinkler Wrench 21475M1B Form No. F060914 19.02.21 Rev 191 Page 3 of 6 NIKJN, c MICROFAST® QUICK A RESPONSE HORIZONTAL SIDE WALL SPRINKLER VK305 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945.9501 Technical Services: 877.384-5464 Fax: 269.818.1680 Email: techsvcs@vikingcorp,com Visit the Viking website for the latest edition of this technical data page: www.vikInggroupinc.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient u ' Bulb or B Classification Temperature Rating' Ceiling Temperature' Ordinary 135 °F(57°C) 100 °F(38C) Orange Ordinary 155 OF (68 C) 100 OF (38 C) Red Intermediate 175 OF (79 °C) 160 OF (65 °C) Yellow Intermediate 200 OF (93 °C) 150 OF (65 °C) Green High 286 GF (141 C) 225 OF (107'C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings3: White Polyester, Black Polyester, and ENT Footnotes The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-1 3. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards, The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. For ENT coated sprinklers, the waterway is coated. Note that the spring is exposed on sprinklers with Polyester, and ENT coatings. Step 1: Carefully slide the wrench sideways around the deflector, ensuring en- gagement with the sprinkler wrench flats. I-) *1*4 Sprinkler wrench wrench 13655W/B must be used for installing wax coated sprinklers. - A 1/2" ratchet Is required (not available from Viking) Step 2: Carefully press the wrench onto the sprinkler wrench flats. Figure 2: Wrench 13655W/B for Recessed Sprinklers Form No, F060914 19.02.21 Rev 19.1 Page 4 of 6 SIDEWALL SPRINKLER NI MICROFAST® QUICK RE A SPONSE HORIZONTAL VK305 (K5.6) KING The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269.845.9501 Technical Services: 877.384.5464 Fax: 269418.1680 Email: techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart I (UL) KEY Microfast® Quick Response Horizontal Sidewall Sprinkler VK305 J *, Finish For Light or Ordinary Hazard Occupancies ESCUtCheOn (if applicable) Maximum 175 PSI (12 Bar) WWP Deflector must be located 4" to 12"_(102 mm to 305 mm) below the ceiling. Base Part Sprinkler Thread Size Nominal K-Factor Overall Length Listings and Approvals* Number SIN Style (Rotor also to Dootgn Critorto on page 43x,) NPT BSP U.S, metrica Inches mm cULus4 LPCB (j 12997 VK305 HSW 1/2" 15 mm 5.6 80,6 2-11/16 68 A1W, BIX,- -- 19782 VK305 HSW 1/2 — 56 1 806 211/16 68 - E3 12121 VK305 HSW 1/2" 15 rim 5.6 80.6 1-11/16 68 A B -- * - Approved Temperature Ratings A - 135 IF (57 °C), 155 IF (68 "C), 175 IF i PJ IF Q % and LOU r A Approved Finishes pprov n Approved Escutcheons '141 °C' W - Installed with standard surface-mounted escutcheons B I °F I ° °F (68 C). 175 I - Brass, Chrome, White Poly-ester, and Black Polyester" x - Installed with standard surface-mounted escutcheons or (79°C) and 200 °F(93 2 - recessed with the Viking Micromatic Model E-1 E-2, or C - 155 IF (68 'C), 175 IF (79 'C), 200 IF 6-1 Recessed Escutcheon (93 'C), and 286 IF (141 'C) 3 - Chrome Z - Installed with standard surface-mounted escutcheons or D- 155 IF (68 'C), 175 IF (79 °C), and 200 recessed with the Viking Micromatic Model E-1 'F (93 'C) E - 155 IF (68 °C) Footnotes Base part number shown. For complete part number, refer to Viking's current price schedule. 2Metnc K factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa divide the metric K factor shown by 10.0. This table shows the listings and approvals available at the time of printing. Other approvals may be in process. Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. cULus Listed as corrosion-resistant. 'Other colors are available on request with the same Listings and Approvals as the standard colors. DESIGN CRITERIA -_UL (Also refer to Approval Chart 1.) Quick Response Horizontal Sprinkler VK305 is cULus Listed as indicated in Approval Chart 1 for installation In accordance with the latest edition of NFPA 13 for sidewall standard spray sprinklers. Designed for use in Light and Ordinary Hazard occupancies. Locate with the deflector 4" to 12° (102 mm to 305 mm) below the ceiling. Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. Minimum spacing allowed is 6 ft. (1,8 m). Align the top of the deflector parallel with the ceiling. Locate no less than 4" (102 mm) from end walls. Maximum distance from end walls shall be no more than one-half of the allowable distance between sprinklers. The distance shall be measured perpendicular to the wall, The sprinkler installation and obstruction rules contained In NFPA 13 for sidewall standard spray sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F091699 - Care and Handling of Sprinklers. Also refer to Bulletin Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organiza- tions, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No, F060914 19.02.21 Rev 19.1 Page 5 of 6 NJ1KING MICROFAST® QUICK A RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269.945.9501 Technical Services: 877384.5464 Fax: 269-818.1680 Email: techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart 2 (FM) Temperalre 7KEYQuick Response Sidewall Sprinklers Fosh AIX 4— Escutcheon (it Maximum 175 PSI WWP Base Pert SIN Thread Size Nominal K-Factor Overall Length FM Approvals 4 NPT BSP U.S. [ metrIc2 Inches mm Number' (et' also to Design Criteria below,) 12997 VK305 1/2" 157mm_L 5,6 1 80,8 2-11/16 68 A1Y, BIX r Product :mz 4L7T1i1 cmeeLocal Viking Office) 12121 VK305 1/2 15 mm 56 J 806 2-11/16 1 68 A1Y SiX Approved Temperature Ratings Approved Escutcheons A- 135F (57 'C). 155 OF (68 'C). 175 Approved Finishes pp X Installed with standard surface-mounted escutcheons or recessed OF 'C), OF °C) (79 200 (93 and 286 with the Viking Micromatic® Model E-1, E-2, E-3, or G-1 Recessed 'F (141 'C) 1 - Brass Escutcheon 8- 135 OF (57 'C), 155 OF (68 'C), 175 Y - Installed with standard surface-mounted escutcheons OF (79 'C), and 200 OF (93 'C) Footnotes 1 Base part number shown. For complete part number, refer to Viking's current price schedule. Metric K-factor measurement shown is when pressure is measured in Bar. When pressure Is measured in kPa, divide the metric K-factor shown by 10.0. 'This table shows the FM Approvals available at the time of printing. Other approvals may be in process. 4Viking vertical sidewall sprinklers may be installed pendent or upright. DESIGN CRITERIA - FM (Also refer to Approval Chart 2 above.) FM ADoroval Reauirements: Horizontal Sidewall Sprinkler VK305 is FM Approved as a quick response Non-Storage sidewall sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria, IMPORTANT: Always refer to Bulletin Form No. F_091699 * Care and Handling of Sprinklers. Also refer to Bulletin Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F060914 19.02,21 Rev 19.1 Page 6 of 6 N II(IF1G MICROFASTO QUICK A li1I1[iu7'If' RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945.9501 Technical Services: 877-384-5464 Fax: 269.818-1680 Email: techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com 2.3/4" (68 mm) 4-2-7/16" (62 mm) L Wall Opening Size: Installed with a Standard 2-5/16" (58.7 mm) minimum 1/8" Surface-Mounted 2-1/2" (63.5 mm) maximum Escutcheon re 3: Sidewall Sprinkler Dimensions with a Standard Escutcheon Minimum Minimum 1-3/4" (41 mm) (45 mm) 2.114" -' 2-5/8" 4 4 (57 mm) (67 mm) Maximum Maximum Walt Opening Size: Installed with the Installed with the 2-511611 (58.7 mm) minimum Micromatic Model E4 Threaded Model E-2 2-1/2" (63.5 mm) maximum Recessed Escutcheon Recessed Escutcheon Figure 4: Sidewall Sprinkler VK305 Dimensions with the Model E-1 and E-2 Recessed Escutcheons Form No, F060914 19.02.21 Rev 19.1 Replaces form F,,060914 Rev. 17.1.P65 (Removed F-i Escutcheon,) Page 1 of 4 N IF(JFI® MICROFAST® QUICK 4 A A A RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking w0b51te for the latest edition of this technical data page: www.vikinggroupinc.com DESCRIPTION The Viking Microfast Quick Response Upright Sprinkler VK300 is a small, thermosensitive, glass-bulb spray sprinkler available in several differ- ent finishes and temperature ratings to meet design requirements. The spe- cial Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coat- ings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note: FM global approves the ENT coating as corrosion resistant. FM Global has no approval classification Polyester coatings as corrosion resistant) LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Classes 2002 and 2020 Refer to Approval Charts and Design Criteria for listing and approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar)* Maximum Working Pressure: 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No. 4,831,870 Thread size: 1/2" NPT, 15 mm BSP Nominal K-Factor: 5.6 U.S. (80.6 metric**) Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-3/16" (56 mm) *cULuS Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Brass UNS-C23000 or Copper UNS-C19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-530400 For Polyester Coated Sprinklers: Belleville Spring-Exposed For ENT Coated Sprinklers: Belleville Spring-Exposed, Screw and Pipcap - ENT plated Ordering Information: (Also refer to the current Viking price list.) Order Viking Microfast' Quick Response Upright Sprinkler VK300 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M-NV, Black Polyester = M-/B, and ENT = JN Temperature Suffix (°F/°C): 135°/57° =A, 155°/68° = B, 175°I79° = D, 200°/93° = E, and 286°/141° = G For example, sprinkler VK300 with a 1/2" NPT thread, Brass finish and a 155 ¶/68 °C temperature rating = Part No. 12978AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrench: Standard Wrench: Part No. 21475M/B (available since 2017) Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. Form No. F_052114 17.10.05 Rev 17.1 Replaces Form No. F_052114 Rev 15.2 (Replaced wrench 10896W/B with 21475M/B) Page 2 of 4 N11a F r1G® MICROFAST® QUICK 4 l:II[uiYM RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Microfast® Quick Response Upright Sprinkler VK300 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient Bulb Color Classification Temperature Rating' Ceiling Temperature 2 Ordinary 135 °F (57 C) 100 "F (38 °C) Orange Ordinary 155 "F (68 "C) 100 "F (38 "C) Red Intermediate 175 "F (79 "C) 150 "F (65 "C) Yellow Intermediate 200 "F (93 "C) 150 "F (65 °C) Green High 286 °F (141 "C) 225 "F (107 "C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings': White Polyester, Black Polyester, and Black PTFE. ENT in all temperature ratings except 135 °F (57 "C) Footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester, ENT, and PTFE coatings. For ENT coated automatic sprinklers, the waterway is coated. Protective Sprinkler Cap— Wrench Flat Figure 1: Standard Sprinkler Wrench 21475M1B Form No. F_052114 17.10.05 Rev 17.1 Page 3 of 4 'JIKING® 4 MICROFAST® QUICK l:lI[1uiyM RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 2699459501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart I (UL) Temperature KEY Microfast® Quick Response Fii Upright Sprinkler VK300 All X4 Escuttheortapplicable) Maximum 175 PSI (12 bar) WWP Base Part Thread Size Nominal K-Factor Overall Length Listings and Approvals Number' SIN NPT BSP U.S. metric2 Inches mm cULus VdS LPCB NYC CE 12978 VK300 1/2" 15 mm 5.6 J 80.6 2-3/16 56 Al, B2 -- -- See footnQte 7, - ,. 06661B VK300 1/2" 115mm 5.6 80.6 2-3/16 56 Al, B2 -- -- See footnot7.[ Approved Temperature Ratings Approved Finishes A- 135 °F (57 °C), 155 °F (68 °C) 175 °F (79 °C) 200°F (93 °C), and ° (IA i°r" / I - Brass, Chrome, White Polyester56, and Black Polyester56 B - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141°C) 2-ENT' Footnotes l Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. Listed by Underwriters Laboratories Inc. for us in the U.S. and Canada Other colors are available on request with the same Listings and Approvals as the standard colors. 6 cULus Listed as corrosion resistant. Meets New York City requirements, effective July 1, 2008 8 Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219-76-SA and City of New York Department of Buildings, MEA 89-92-E, Vol. 16. DESIGN CRITERIA -UL (Also refer to Approval Chart 1 above.) cULus Listing Requirements: The Viking Microfast® Quick Response Upright Sprinkler VK300 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. Designed for use in Light and Ordinary Hazard occupancies. The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F052114 17.10.05 Rev 17.1 Page 4 of 4 N II(IFtr1G® A, A MICROFAST® QUICK RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-9459501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart 2 (FM) Temperature KEY Microfast® Quick Response Finish AIX+4 Escutcheon (if applicable)I Upright Sprinkler VK300 Maximum 175 PSI (12 bar) WWP Base Part Thread Size Nominal K-Factor Overall Length FM Approvals' Number' SIN (Refer also to Design Criteria below.) NPT I BSP U.S. I metric2 Inches mm 12978 VK300 1/2" 15 mm 5.6 80.6 2-3/16 56 Al, B2 ?)ID!75 ( I .VtT7TLMJ 7t.inr, 06661B VK300 1/2" 15 mm 5.6 80.6 2-3/16 56 Al, B2 Approved Temperature Ratings Approved Finishes A- 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141°C) 1 - Brass, Chrome, White Polyester', and Black B - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141°C) Polyester5 2 - ENT Footnotes 1 Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Methc K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This table shows the FM Approvals available at the time of printing. Check with the manufacturer for any additional approvals. Other colors are available on request with the same Approvals as the standard colors. 6 FM approved as corrosion resistant. DESIGN CRITERIA -FM (Also refer to Approval Chart 2 above.) FM AoDroval Requirements: The Microfast® Quick Response Upright Sprinkler VK300 is FM Approved as a quick response Non-Storage upright sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_052114 17.10.05 Rev 17.1 Replaces Form No. F_052114 Rev 15.2 (Replaced wrench 10896W/B with 21475M/B) Bui( Moose Tube's° Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose TubeO made the decision to have them approved and listed. Our Schedule 10 and Schedule 40 have a pressure rating of 300 PSI and have been through the same rigorous testing as our other fine pipe products. Schedule 10 can be supplied roll grooved or plain end. Bull Moose Tube'sc Schedule 10 and Schedule 40 pipes are hot dipped galvanized to meetASiM A123 standards. All products are stencilled to meet FM & UL specifications. 21 SCHEDULE 10 PIPE SPECIFICATIONS NOMINAL PIPE O.D LD WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE 1 1.315 1.097 15,27 1.41 lbs/ft 1.820 91 1-4/4 1.660 1.442 9.91 1.81 lbs/ft 2.518 61 1-'112 1.900 1.682 7.16 2.09 lbs/ft 3.053 61 2 2.375 2.157 6.27 2.64 lbs/ft 4.223 37 2-1/2 2.875 2.635 4.92 3.53 lbs/ft 5.893 30 3 3.500 3.260 3.54 4.34 lbs/ft 7.957 19 4 4.500 4.260 2.50 5.62 lbs/ft 11.796 19 NOMINAL PIPE OD. I.D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT - WEIGHT SIZE 1 1.315 1.049 1.00 1.68 lbs/ft 2.055 70 1-114 1.660 1.380 1.00 2,27 lbs/ft 2.918 51 1-1/2 1.900 1.610 1.00 2.72 lbs/ft 3.602 44 2 2.375 2.067 1.00 3.66 lbs/ft 5.114 30 21/2* 2.875 2.468 1.00 5.80 lbs/ft 7,815 30 3* 3.500 3.068 1.00 7.58 lbs/ft 10.783 19 4* 4,500 4.026 1.00 10.80 lbs/ft 16.316 19 "On1' avarbe in Casa Grao&4 *'Convgam Resistance Ratio per latest UL Dkectoy Listing 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. C For Additional Information Contact (800) 325-4467 wwwbulIrnoosetube.corn Or From Canada Call (800) 882-4666 saIesbullmoosetube corn B 1819 Clarkson Road ChesttfiekLMO Crakl,M0 KntWA CasaGrande,AZ Dalias,1X Mas*Mrt0H Dull Moose Tube's* EddyThread40 ADVANTAGES OF BULL MOOSE TUBE° EDDYTHREAD 400 Li is a lightweight replacement for e Has a Corrosion Resistance Ratio of 1.0. Schedule 40 that has a Corrosion Has a pressure rating of 300 psi. Resistance Ratio of 1. e is lighter weight than Schedule 40. Is approved by Factory Mutual and listed by Underwriters Laboratories. is produced in accordance to ASTM Al 35 and A795 Type F. Grade A. Can be used with standard Schedule 40 threaded fittings, couplings, and valves. Is produced from steel with excellent properties of strength and threadability. Can be used in wet, preaction, and deluge type sprinkler systems. Can be hot dipped galvanized to meet FM'S requirement for dry systems. Offers lower freight costs. Supplied with EDDY GUARD li' MIC preventative coating. EDDVTHREAD 400 SPECIFICATIONS NOMINAL PIPE O.D. I.D. WEIGHT WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR* LBJFT WEIGHT SIZE 1 1.295 1.083 1.00 1.461 1.860 70 1-114 1.650 1.418 1.00 2.070 2.754 51 1-112 1.900 1.654 1.00 2.547 3.468 44 2 2,375 2.123 1,00 3.308 4.842 30 Conu&un Resistame Ratio pr Iatet ur Directty Listing c®us LISTED <9> Ij•_* PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a teak-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 assembIy causing leakage. Also, check the manufacturer's instructions for the specific fitting used. For Additional Information Contact 800 3254467 www.bullmoosetube.com Or From Canada Call (800) 882-4666 sates€thullmoosetube corn 1819Claikson Road ChestediektMO GerakLMo Kent WA CasaGtande,AZ DaIIatX Mau40H 63011 iTt TE WE1 BuR Moose Tube's' Eddylite is a lightwall threadable pipe manufactured in NI'S 1 through 2". Eddylite,10 is a truly unique product within the fire protection industry. This product has been engineered to provide lower cost fire protection systems without compromising service life, adequate wait thickness, or standard outside diameter. EddyUte° is manufactured to meet the requirements of ASTM Al 35 and A795 specifications. This pipe product has been fully approved by Factory Mutual, and listed by Underwriters Laboratories for U.S. and Canada) for use in fire protection systems with a working pressure of 300 psi or less 6 ADVANTAGES OF BULL MOOSE TUBES EDDVLITE° Standard outside diameter, unlike some other lightwall threadable pipe products. Lighter in weight than Schedule 40. Superior burst strength and corrosion resistance ratio compared to other lightwall threadable pipe products. Exceptionally strong, meets or exceeds ASTM Al 35 minimum yield requirements. Can be used with standard couplings, fittings, and valves. * Freight savings. Lower sprinkler system costs without compromising service life. Better hydraulics than Schedule 40. 'Wall thickness and weight dose to Schedule 30; compare to other lightwall threadable water filled products with wall thickness less than Schedule 10! CORROSION RESISTANCE RATIO (CRR) - -- - - - - NOMINAL STANDARD INSIDE UL UL WEIGHT WATER BUNDLE - PIPE SIZE (IN) 0.0 (IN) DIAMETER (IN) THREADED UNTHREADED PER FT FILLED SIZE 1 1.315 1.137 0.13 7.47 1.260 1.700 91 1-1/4 1.660 1.482 0,08 4.79 1.617 2.364 61 1142 1.900 1.712 0.12 4.53 1.967 2.965 61 2 2.375 2.177 0.16 4.31 2.617 4.230 37 "Como es.staxe Ratio per latest IJL Directory Li.tir,g 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. CCINd, For Additional Information Contact (800) 325-4467 wwwbulImoosetube.com Or From Canada Call (800) 882 4666 sales@builmoosetube.com 1819 Clarkson Road ChesttheId,M0 Gefakf,MO lnt.WA Cam GandAZ DalL1X Mij0H 63017 Dull Moose Tube's Eddy Flow'* ADVANTAGES OF BULL MOOSE TUBE° EDDY FLOW° I) is a specially engineered Certified to ASTM Al 35 and A195 Type E, Grade A. replacement for Schedule 10, FM approved for roll grooving and welding for use in wet systems. offering better flow characteristics UL Listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in wet, dry, preaction, and deluge type while providing design flexibility sprinkler systems This product is FM approved, as well Lightweight - saves shipping costs and offers easier handling. as UL Listed (for U.S, and Canada) Can be used with roll grooved couplings or welded outlets for pressures up to 300 psi. for roll grooving and welding. can be supplied roll grooved or plain end. Can be hot dipped galvanized to meet FM's & UL requirement for dry systems. As an added benefit it is more Supplied with EDDY GUARD 1119 MIC preventative coating. economical to use than Schedule iD due to. reduced delivery costs and ease of handling. Furthermore, NPS OLM EDDY FLOW EDDY FLOWS WEIGHT WATER FILLED BUNDLE Eddy Flow's0 larger ID provides SIZE (IN) (IN) (ID) CRR* PER FL WT. SIZE an opportunity for downsizing and further cost savings. 11,4 1 660 1 530 1.98 1.222 2 019 61 1.900 1.28 3.44 1.844 2.860 61 2 2.375 2.203 2.78 2.330 1982 37 2-112 2.875 2.705 1.66 2,809 5.299 30 3 3.500 3.334 1.00 3.361 7.144 19 4 4,500 4.310 1.00 4.968 11290 19 'Cortosim, Resisturpte Ratio per tatest UI. Dfrctory Utiny 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. c®us LISTED NFP ( For Additional Information Contact (800) 325-4467 www.buIlmoosetube.com Or From Canada Call: (800) 882-4666 sales@bulIrnoosetube.com - 1819Clavkson Road ChttethId,MO GecakL.MO Kern.WA CaaGtandeAZ Daita1X Oft 63017 VA Dull Moose Tube's* Ultra Eddy is ADVANTAGES OF BULL MOOSE TUBE° ULTRA EDDY° U a versatile product that can be • Certified to ASTM Al 35 and A795 Type E, Grade A. roll grooved, welded, and used with • FM approved for roll grooving and welding for use in wet systems. Pressfit* Products. • UL listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in wet,, dry, preaction, and deluge type sprinkler systems. Lightweight - saves shipping costs, offers easier handling. Multidimensional Can be used with all Schedule S approved roll grooved, welding and Presstit* Products for pressures up to 175 psi. Designed to generic Schedule 5 tolerances for easy interchangeability with all approved or listed fittings. Can be supplied roll grooved or plain end. With a larger ID than other products on the market today. Ultra EddyO offers substantial improvements in hydraulics. This improvement allows for downsizing within the system which offers the opportunity for additional cost savings. Can be hot dipped galvanized to meet FM's requirement for dry systems. NPS O.D, ULTRA WATER BUNDLE ULTRA EDDY WEIGHT (IN) (IN) EDDY* (ID) CRR* PER Ft FILLED WT. SIZE 1 1.315 1.201 2.17 .868 1.359 91 1-114 1.660 1.546 1.40 1.107 1.920 61 1-1/2 1.900 1.786 1.11 1.274 2.360 61 2 2,375 2.261 1.00 1.604 3.344 37 *pressfit 6aRegtd1ratkmak of Vfctaulk CanpanyofAinerka Crck Retaoe RafiO per Iatit UL DittoKy Listing 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. Q • For Additional Information Contact (800) 325-4467 www.bullmoosetube.com Or From Canada Call (800) 882 4666 sates@)bullmoosetube corn 18l9Ctarkon Road ChteththL MO Getaid. MO tnt,WA CasaGtandeAZ DaTX Ma OH 63017 8 NPs(IN) 1 1-114 1-112 2 2-1/2 3 4 c®us LISTED * [] 4 QNf4 NFP - crn,(k) 1.315 1.660 1.900 2.375 ID. (in) 1.201 1.546 1.786 2.261 ULTRA EDDY° EmptyiAightabtft) 0.868 1.107 1.274 1.604 Water-Filled Weight (l&ft) 1.359 1.920 2.360 3.344 - CtR 2.17 1.40 1.11 1.00 OLDL (in) 1.660 1.900 2.375 2.815 3.500 4.500 LD.n 1.530 1.728 2.203 2.705 3.334 4.310 O) EDDY FLOW°EmptyWeight 1.222 1.844 2,330 2.809 3.361 4,968 Water-filled Weight Olft 2,019 2.860 3.982 5.299 7.144 11.290 C.R.R. 1.98 3.44 2,78 1.66 1.00 1.00 1 1.315 1.660 1.900 2.375 2.875 3.500 4.500 LD.in 1,097 1.442 1.682 2.157 2.635 3.260 4,260 SCHEDULE EmptyWeightOhfit 1,410 1.810 2.090 2.640 3.530 4.340 5.620 10 1.820 2.518 3.053 4.223 5.893 7.957 11.796 C.R.R. 15.27 9.91 7.76 6.27 4.92 334 2.50 OLDL (in) 1.315 1.660 1.900 2.375 LD.in 1.137 1.482 1.712 2,177 EDDYLITE° EmptyWecghtOhlft) 1.260 1.617 1,967 2.617 Wet -FiIIed Weight (h'ft) 1.700 2.364 2.965 4.230 C.R.R. 0.13 0.08 0.12 0.16 0.D. N 1.295 1.650 1.900 2.375 LD.in) 1,083 1.418 1.645 2.123 EDDYThREAD Emptyghtft) 1.461 2.070 2.547 3.308 400 tfJed Weight OMI) 1.860 2.754 3.468 4.842 C.R.R. 1.00 1.00 1.00 1.00 0.D 1.315 1.660 1.900 2.375 2.875 3.500 4.500 i LD,cjn 1.049 1.380 1,610 2.067 2,469 3.068 4.026 S I.E CHEDU Empty Weight (Jhift) 1.680 2.270 2.720 3.660 5.800 7.580 10,800 40 Water-rifled Might OMt 2.055 2.918 3.602 5i14 7,875 10,783 16.316 - - -- C.K.R. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 For Additional Information Contact (800) 325-4461 wwwbullmoosetubecom C Or From Canada Call (800) 882-4666 sales@builmoosetube.com 1819 Clatkson Road CbestefrJd,M0 GerakLM0 Kent WA CmGwideAZ Da1X wwooN 63017 cE1ru NPS PIPE WEIGHT PIECES WEIGHT WEIGHT WEIGHT TYPE PER FOOT PER BUNDLE PER BUNDLE PER BUNDLE PER BUNDLE r c®us LISTED ULTRA EDDY* SCHEDULE 10 1 EDDYLITP EDDYThREAD 40* SCHEDULE 40 ULTRA EDDY* EDDY FLOWS SCHEDULE 10 1114 EDDYIJIE° EDDYTH READ 40 SCHEDULE 40 ULTRA EDDY° EDDY FLOW* SCHEDULE 10 11/2 EDDYLITE° EDDYTHREAD 40 SCHEDULE 40 ULTRA EDDY* EDDY FLOW SCHEDULE 10 2 EDDVLITE° EDDYIHREAD 40 SCHEDULE 40 EDDY FLOW 2-1/2 SCHEDULE 10 SCHEDULE 40 EDDY FLOWS 3 SCHEDULE 10 SCHEDULE 40* EDDY FLOW0 4 SCHEDULE 10 SCHEDULE4O 6 SCHEDULE10 1 SCHEDULE 10 80Ab Casa Gndt.AL 0.868 91 1,659 1,896 1,975 1.410 91 2,695 3,079 3,208 1.260 91 2,408 2,752 4867 1.461 70 2.148 2,454 2.557 1.680 70 2,470 2,822 2,940 1.107 61 1.418 1,621 1,688 1.222 61 1,565 1,789 1,864 1.810 61 2,319 2,650 2,760 1.617 61 2,071 2.367 2,466 2.070 51 2,217 2.534 2,639 2.270 51 2,431 2,118 2,894 1.274 61 1.632 1,865 1,943 1.844 61 2,362 2,700 2,812 2.090 61 2,677 3,060 3.187 1.967 61 2,520 4880 3,000 2.547 44 2,353 2,690 2,802 2.720 44 2,513 2,872 2,992 1.604 37 1,246 1,424 1,484 2.330 37 1,810 2,069 2,155 2,640 37 2,051 2,344 2,442 2.617 37 2,033 2,324 2,421 3.308 30 2,084 2,382 2.481 3.660 30 2,306 2,635 2.745 2.809 1,770 2.022 2.107 3.530 30 2.224 20542 2648 5.800 3,654 4.176 4,350 3.361 1,341 1,533 1,596 4.340 19 1,732 1,979 2,062 7.580 3,024 3,456 3.601 4.968 1,982 2,265 2,360 5.620 19 2,242 2,563 2,670 10.800 4,309 4,925 5,130 9.289 10 1,951 2.29 2,322 16.940 7 2,490 2.846 2,965 SE TUBE RINKLER PIPE SWAY BRACE CHARTS 1819 Clarkson Road Chesterfield, MO 63017 PHONE: (800) 325-4467 FAX: (636) 537-2645 www.buflmoosetube.com sales@bullmoosetube.com Bull Moose Tube EDDY FLOW Steel Pipe Joined by Threading, Bonding or Compression/Grooved Couplings Max Zone of influence Load iFpw lbs. Max. Transverse and 4-way Brace Spacing (ft) According to HLF for the 2006 & 2009 IBC (ASCE-05 ) & (im for NFPA-13 shown in BOLD TYPE Pipe Transverse Brace Spacing* Sze 20ff. 25 ft. 30 ft. 35 ft. 40 ft. 0.25 0.50 0.75 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 1114 136 109 89 7 64 40 40 37 32 29 26 24 23 21 20 19 18 11/2 232 185 152 130 109 40 40 40 35 31 29 27 25 23 22 21 20 2 372 297 244 209 175 40 40 40 38 34 31 28 27 25 24 23 22 2 1/2 549 440 360 309 258 40 40 40 40 36 32 30 28 26 25 24 23 3 809 648 5311 4551 381 40 40 40 40 37 34 1 31 29 28 26 25 24 4 1544 1235 10121 8671 726 1 40 40 40 40 40 37 1 34 32 30 29 i 28 26 Bull Moose Tube EDDYTH READ 40 Steel Pipe Joined by Threading, Bonding or Compression/Grooved Couplings Max Zone of Influence Load (b,w) lbs. Max. Transverse and 4-way Brace Spacing (ft.) According to HLF for the 2006 & 2009 IBC (ASCE ) & c, for NFPA-13 shown in BOLD TYPE Pipe Transverse Brace Spacing* Size 20ff. 25ff. 30 ft. 35 ft. 40 ft. 0.25 0.50 0.75 1.00 1.251 1.50 1.75 2.00 2.25 2.50 2.75 3.00 1 119 95 78 67 56 40 40 36 31 28 25 24 22 21 20 19 18 11/4 218 175 143 123 103 40 40 40 35 31 28 26 25 23 22 21 20 1 1/2 312 250 205 175 147 40 40 40 37 33 30 28 26 25 23 1 22 21 2 518 414 339 291 243 40 40 40 40 36 33 30 29 27 26 24 23 c®us LISTED AMM G'01 .A NFP ( For Additional Information Contact (800) 325-4467 wwwbuIImoosetube.c@m Or from Canada Call: (800) 882-4666 salesbuItmoosetube.com 1819 Clarlcson Road ChterfikLM0 GcakLM0 ln1.WA camGnmd€AZ DaflasbiX Masts0H 0017 Ey MechanicaI-T STYLES 920 AND 920N CONTRACTOR ENGINEER Submitted By Spec Sect Para________ Date Approved JOB/OWNER System No, Location Victaulic Mechanical-I® 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 0,0. 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-I outlets are available with grooved or female threaded STYLES 920 AND 920N 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-I Styles 920 and 920N must be installed so that the main and branch connections are a true 90 0 angle when permanently attached to the pipeline surface. Additionally, the Vic-Tap Il® hole cutting tool, which allows for hole cutting capabilities on pressurized systems, utilizes the Style 920 Mechanical-I in conjunction with the Series 726 Vic-Ball Valve to create the Style 931 Vic-Tap II Mechanical-I unit. See page 8 for further information. STYLE 920 CROSS PATENTED 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' EPOM 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 "r 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 services 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 listing 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, Date. www,vic-iaulic.com viCTAULiC is A REGISTERED TRADEMARK OF ViCTAiJLiC COMPANY 0 2017 ViCTAULiC COMPANY. ALL RIGHTS RESERVED. REV" tauIia' 11,021 DIMENSIONS -1 II 37i5fl1II'I!Fllh1(* 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-i' cross assemblies Pressure rated up to 500 psi/3450kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x ½/SO x 15 mm through B x 4/200 x 100 mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 I mom STYLES 920 AND 920N 14i;-6 W4 0 0 0 'l'0 t (I ro 14 a .8 rl'xi 2 ½ (a) a 92r,0) 500 1.50 230 255 - .61 5,35 2.75 3,1 50 15 ' 3450 38.1 51 64 41 136 70 1,5 - 1/4 (a) a 9200) 500 1,50 1.97 2.53 161 535 2,75 31 20 3450 38. - 50 64 41 136 70 1,5 1(a) a 9200) 500 1.50 1.55 2.53 161 5.35 2.75 3.0 25 3450 38.1 47 64 41 136 70 1.4 1¼ (a) 5a - 121 500 1,75 2.05 2.75 300 1.61 5.35 3.00 35 3.2 32 3450 445 52 70 76 41 136 76 1.7 1.5 1½ (a) ta 500 1.75 2.33 2,75 3,12 1,61 5.35 325 - 36 3.2 40 3450 445 52 70 79 41 136 83 1.7 1.5 2½ ½ (a) §a , 500 1.50 221 2.74 182 564 2.75 30 65 15 " 3450 381 - 56 70 45 143 70 14 °20N - 500 1.50 218 274 182 564 2.75 3,0 ' 20 3450 381 55 70 46 143 70 1,4 - 920r 500 ' ,50 206 274 - 1.82 564 2,75 ' 2.9 25 3450 38.1 52 70 46 143 70 14 1¼tP 9201' ' 500 1,75 2.30 300 3.25 - 182 ' 6.29 3.00 - 3.5 3.2 32 3450 44.5 53 76 83 46 160 76 1.7 1.5 1½3 (a) a 9'Ol' 500 200 2.28 3.00 3.25 182 6.26 3.25 3.6 3.3 ' 3450 50,8 58 76 83 46 159 83 1.7 -- 1.6 76,1 x ½ (3) 2 300 1,50 2.22 2,75 2.25 ' 6.46 3.18 3,9 15 2065 381 5672 57 16451 1.8 - 31A i 9204 300 1.50 2.19 2.75 2.25 646 3.18 3.9 20 2065 381 , 56 70 57 - 164 81 1.8 - (a) 300 150 2.07 2.75 225 6,46 3.18 3.8 25 , 2065 38.1 53 , 70 57 164 81 1.7 11/4(a)a 9200) 500 175 230 ' 3.03 - 5.31 1.92 5.29 ' 300 35 3.2 32 3450 44.5 - 58 76 , 84 49 160 76 1,6 15 /2(a 920'-.! 500 200 228 300 33 192 6,9 325 35 33 40 ' 3450 508 58 76 84 49 , -. 60 83 1,6 15 3 ½(a)a 500 1,50 2.52 3.05 2.28 6,15 2.75 32 30 5 " 3450 38.1 54 78 58 156 70 16 V a)a 92,0) 00 130 249 305 61'- 275 34 20 , 3450 38.1 , 63 78 - , 53 156 , 70 1,6 - - 1(4) 9200) 500 1.50 2,38 3.06 - - 2.28 6.15 2,75 3.3 - 25 3450 381 6 78 58 136 70 16 I '4(a) ta 500 1.75 2.55 3.25 3.56 2.28 6.15 3,00 3.8 3.7 32 (hI ' 3450 445 - 65 , 83 90 58 156 76 , 1,8 1,8 1½ (a) t'- 9200) 500 2.00 ' 2,78 3.50 3,56 2.28 6.15 3.25 4.1 3.8 40(b), '3450 50.8 7189 90 5815683 ,1,9 1.8 2 (a) a 9200) 500 ' - 2.50 2.75 3 50 3.56 2.28 6.75 3.88 4,9 4.6 50 ' 3450 635 70 89 90 58 172 99 ,2.3 2.1 3½ 2 20)500 2.50 3.00 - 3.752.446.72 38Sf 38 90 50 34,1,0 53,5 76 95 62 171 99) 1,8 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. t Center of run to end of fitting. 9 Female threaded outlets are available to NPT and SSPT 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 2112" BSPT clearly on order, 5 Vds approved for fire protection services P :PCB approved for fire protection se-.vices 0 Approved for use in China by Tianjin Approvals Company, VOTAuLIcISAREGISTERED TRADEMARK OF VICTAIJLIC coMpAny. 02017 VICTAUDC COMPANY. ALL RIGHTS RESERVED taUI,C 11,02,2 REVJ4 STEELCARBON P 11.02 Mechanical-r Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS (1 V 1: r?7 i' 8 9'Amo (o5: 3ar a F, '5 b 6Ti6 31 8605 i7 4*4 T1 O TABLE CONTINUED FROM PAGE 2 ½(a 920½ 34C5 1,57 3.03 356 - 2.69 701 275 - 300356 2.59 7.012.7537 20 3450 35.1 76 90 58 178 70 1.8 (la .,, 500 1.50 2.88 3.56 - 2,59 7.01 2,75 3.6 25 920, 3453 38' 73 90 68 178 70 1.8 GROOVED OV1tF'T ,al 'U 920N 500 1,75 3.08 373 4.00 - 2.69 7.01 3.00 - 40 3,6 32(b) 3450 44.5 78 96 102 68 178 75 1.9 1.8 1½(a(1-p 500 2.00 3.28 4.00 4.00 2,69 701 3.25 4,2 3.9 40(b) 3450 50.8 83 102 102 6$ 178 83 2.0 1,9 . - 2(a) ta 500 2.50 325 4.00 400 2.59 7.01 3.88 5.0 4.6 t I1 53 92Db 3453 63.5 83 102 102 68 178 99 2.3 21 V 21/2(a)t 920 530 2.75 2.88 400 4.00 259 7.34 4.63 5.8 ' 5.0 65 3450 69.9 73 102 102 58 155 115 25 2.3 - - - 751 a ma 500 2.75 -, 2.88 4.00 2.59 7.34 4.63 ' 6.4 rn , 3450 , 69,9 73 - 102 68 186 118 2,9 3(a)t 500 3,50 331 4.50 4.2 2.59 7.73 5.12 8.4 6.4 80 90 88,9 84 114 105 68 195 130 3.8 2.9 FEMALE THREADED OUTLET 108.0 X 1 14fa1a 0N 500 75 3.78 2,53 7.64 303 5.3 32 2 3450 44.5 78 96 67 194 78 23 - 1½(a)0 ' -0 2,00 3.28 4,00 2,63 7.64 325 5,0 Provides a direct branch connection at 40 920N 50 3450 50.3 83 102 67 194 83 2.3 - any location where a hole can be cut 2 a) 920N 50' 2.50i25 400 25 764 400 40 in the pipe 50 ' , 3450 63.5 - 83 , 102 67 194 132 1,9 mi 920 500 2.75 288 400 400 2.53 7.64 4.29 8.0 7.8 A pressure responsive gasket provides mm , 3450 69.9 73 102 , 102 67 194 103 3,5 3.5 the seal 3(a) 92 0 500 3.50 3,31 4.53 4.53 2.53 763 4.88 63 6.5 30 3450 839 84 Ilz 14 67 194 124 37 3,0 Request Publication 1103 for 5 1½ ½) t 920 500 200 4.03 475 4,75 3.16 9.70 3,59 7,4 7,6 MechanicakT cross assemblies 125 ' ' 40 , 3450 50.8 102 121 121 , 80 246 94 3,4 3,4 2(a) 1 '0 500 250 4.03 4.75 475 3,16 9.70 438 82 83 Pressure rated up to 500 psi/3450kPa so - 3453 63.5 , 102 121 121 , 80 , 246 111 3.7 , 36 on steel pipe; also available for use 2½ (a) t 920 ' 2.75 363 4.75 475 3.16 9.70 453 8.3 7.9 with HDPEpipe 65 345069.9 92 121121 80 - 246 , 118 3.8 36 76 mm 920 500 2.75 3.75 - 4.75 3.16 970 4.63 8,0 Sizes from 2 x ½/SO x 15mm 3457 699 95 12 80 245 118 36 through 8 x 4/200 x 100mm 3(a) t 920 530 350 3,81 5.00 4.63 3,16 9.70 531 8,4 8.8 80 , 3453 88.9 97 127 18 80 245 135 3,3 4,3 2 , 520 2.50 175 4,50 3.17 8.00 3.88 8.0 133,0 x 9z0a1 3450 63.5 95 114 81 203 99 3.6 - 3 .. 500 3.50 3.81 5.00 3.00 9.46 531 8.0 80 920 3450 88,9 97 127 ' 75 240 135 3.6 TABLE CONTINUED ON PG. 4 IMPORTANT NOTES Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). Style 920 and Stye 920N housings cannot be t Available with grooved or female threaded outlet. Specify choice on order, mated to one another Center of run to end of fitting. to achieve cross connections, 6 Female threaded outlets are available to NPT and BSPT specifications. 05 See page 7 for Fre 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 211i" BSPT clearly on order. § Yds approved for fire protection services o LPCB approved for fire protection services 0 Approved for use in China by Tianjin Aoprovals Company. www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF vIcTAuLIC COMPANY. C 2017 VICTAULIC COMPANY. ALL RIGHTS RESERVED. atauIc REVN 11102,.3 CARBON STEEL PIPE. HOLE CUT PRODUCTS 11.02 Mechanical-T Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS 00 0 so mo' t2 (I ew 11115a r41ca e41m rj. P? 4 Y l -Z--OF O ' I TABLE CONTINUED FROM PAGE I1/2T 920N 500 378 4.50 3.30 823 325 7.0 - 40 3450 50.8 96 114 84 209 83 3.2 2 20N 500 2,50 3.75 4,53 330 8.23 3.88 9.0 -- so 3450 63.5 95 114 - 84 - 209 99 4.1 - 'V 6 I 14½> 920N 500 .75 4.43 513 5.13 3.79 9.15 3,25 5.1 4.8 150 ' 32(b) 3450 44.5 130 130 96 232 83 2.3 2.2 GROOVED OUTLET 1½ (a) ta 920N 500 2.00 4.40 5.13 513 - 3.79 9.15 3.25 5.4 5.1 49(b) 3450 50,8 112 130 139 96 232 83 2.4 2.3 2(4) ta 9204 500 250 4.38 5.13 5.13 3.79 - 9.15 3.88 63 5.6 50 3450 63.5 111 130 130 96 232 99 2.7 2.5 4 Y b F4Z-*4 ________ . ½ 920 500 2.75 4.01 5,13 5.12 3.69 10.51 4.63 8.3 7.6 65 3450 69.9 113 30 130 94 267 118 3.8 3.4 IV 500 2,75 ' 4.15 - 5.21 359 10.51 4.63 ' 8.4 T 6. mm 920 3450 69.9 105 - 132 94 267 118 3.8 920 500 3.50 4.31 5.50 ' 5.13 • 3.69 10,51 5.31 9.9 8.4 W 80 3450 88.9 1)0 140 130 94 267 135 4.5 3,8 4(a) tP 500 450 3.81 5.75 5.38 ' 3,69 10.51 6.25 10.1 10,1 FEMALE THREADED OUTLET 100 920 3450 114.3 97 146 137 94 267 159 4.6 4.6 - . - - 190 x '/2 , 920N 500 2.00 4.41 5,13 - a.63 940 ,25 7.8 - 0 , ' ' 3450 50.8 112 130 92 239 - 83 3.5 2(a) , ' 500 2.50 4.38 5.13 ' 3.63 9.43 3.88 8.3 Provides a direct branch connection at 50 920¼ 3450 63.5 Ill 130 - 92 239 99 3.6 - any location where a hole can be cut 761 mm 920 500 2.75 4.38 5.50 513 3.63 940 4.63 9.5 95 in the pipe 3450 69.9 111 140 130 92 , 239 118 4.3 4.3 3 503 3.50 4,31 5.50 5.13 3.63 9.40 531 8.1 14,0 A pressure responsive gasket provides 80 920 3450 88.9 110 140 130 92 239 3. 7 '6.4 the sea! 108 0mm 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 Request Publication 11.03 for soo 4.50 3.81 5.75 3,63 ' 940 6,25 18.0 Mechanical-T cross assemblies 100 920 3450 114.3 96.80 146 92 239 159 8.2 TABLE CONTINUED ON PG. 5 Pressure rated up to 500 psi/3450 kPa Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). on steel pipe; also available for use t Available with grooved or female threaded outlet. Specify choice on order. with HDPE pipe * Center of run to end of fitting. Sizes from 2 x ½/SO x 15mm # Female threaded outlets are available to NPT and BSPT specifications, through 8 x 4/200 x 100mm @ 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 2112' BSPT clearly on order. § Vds approved for tire protection services o LPCB approved for fire protection services IMPORTANT NOTES 0 Approved for use in China by Tianjin Approvals Company, Style 920 and Style 920N housings cannot he mated to one another to achieve cross connections. www.vlctaulic.com \tauIac VICTAULIC IS REGISTERED TRADEMARK OF VICTAUUC COMPANY. 2017 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11,02..4 REVN FEMALE THREADED OUTLET 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 1103 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450kPa on steel pipe; also available for use with HDPE pipe Sizes from 2>< ½/SO x 15mm through B x 4/200 x 100mm CARBON STEEL PIPE HOLE CUT PRODUCTS 1102 Mechanical-r Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS r 41 W4 0 ri / 'fe9 ii 49 rmex, 1rO frlaexs 11 3r4 m i _j TABLE CONTINUED FROM PAGE 4 IIr 4 4 JlIf 165.1 x 920N 500 50 3 88 4.56 3.79 9.34 2.75 8.0 25 3450 38.1 99 116 96 237 70 3.6 - 1¼ 90N 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 1½(a) tx 0N 500 2.00 441 5.13 5.13 3.79 9.34 3.25 84 54 40 3450 50.8 112 130 130 96 237 83 3.8 2.4 2 (a)t 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 2.7 761 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)te 920 500 3.50 4.31 5.50 5,13 3.63 10.51 5.31 10.2 8,4 80 3450 889 110 140 130 92 267 135 4.6 38 4a)a 920 500 4.50 3,81 5.75 5.38 363 10.51 6.25 105 8.4 100 3450 1143 97 146 137 92 267 159 45 3.8 8 2 (a) 9 x 20 500 2.75 5.44 6.19 6.25 4.81 12,42 4,50 11.6 11.6 200 3450 699 138 157 159 122 316 114 5.3 53 2½ (a) t 920 500 ' 2.75 5.07 6.19 6.19 12.42 4.50 11.6 11.6 65 , 3450 69,9 129 157 157 122 516 114 5,3 53 76.1 mm 920 500 2.75 5.25 ' 6.25 4.81 12,42 4.56 11,6 5450 69,9 133 - 159 122 316 116 5.3 ' 3(a) t 920 500 3.50 ' 5.31 ' 6.50 650 4.81 12.42 5,31 12.6 11.6 80 3450 889 135 165 165 122 , 316 135 5.7 5.3 4 (a) t 20 500 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), t Available with grooved or female threaded outlet. Specify choice on order. Center of run to end of fitting. 8 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 15 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 o LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. IMPORTANT NOTES; Style 920 and Style 9201\1 housings cannot be mated to each other to achieve cross connections. www.vlctaulic.com VICTAPJLIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY .0 2017 VICTAULIC COMPANY, ALL P101-ITS RESERVED. \Xctauha REV?1 1L025 CARBON STEEL PIPE- HOLE CUT PRODUCTS 11.02 Mechanical-r Bolted Branch Outlets STYLES 920 AND 920N 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-Ti 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 Ky Values Values for flow of water at +60°F/+1°C are shown in the table below. Formulas for C, ,K, Values, = Q2 Where: 0 = Flow (GPM) V AP = Pressure Drop (psi) 0 = C x IFAF C = Flow Coefficient AP = Q2 Where: Q = Flow (m3/hr) AP = Pressure Drop (Bar) 0 = K x j K = Flow Coefficient I Hazen-Williams coefficient of friction is 120. Pipe with a wall thickness of 0.165in 14.2mm. 1' FireLock" Innovative Groove System (105) outlet www.victauflc.com \JtauuIc VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 02017 VICTAULIC COMPANY, ALL RIGHTS RESERVED. 1L02 .6 REV?4 CARBON STEEL PIPE. HOLE CUT PRODUCTS 11.02 Bolted Branch Outlets STYLES 920 AND 920N 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. WE' 21/2-6 2.875 - 5.625 All 10,40 400 400 400 290 232 352 65-150 73.0-168,3 2.875 - 4.500 All OF 2755 - 300 2755 300 2755 300 1999 290 1599 232 2496 362 21/2 -4 5-100 73.0- 114.3 2.875 - 4,500 All sr-300 2065 2065 300 2065 300 1999 290 1599 232 2496 362 21/2 - 4 65- 100 73.0- 114,3 6.625 34 0 2065 300 2065 300 2065 250 1999 290 1599 232 2496 362 6 150 683 6.625 34 3040 2065 300 2065 300 - 1724 300 1999 290 1599 232 2496 362 6 150 168,3 8.625 2 ' /2 10,40 2065 400 2065 - 2065 .- 1999 1599 145 2496 - 8 200 219,1 8.625 34 10 2755 300 - 250 1000 45 - 8 260 219.1 8,625 ' 34 3040 2065 ' 300 1724 300 - 1000 145 8 200 219.1 ' ' 2065 2065 1000 NOTESI 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 The Vic-Tap II hole cutting tool is designed for use with the Style 931 Vic-Tap II Mechanical-T unit, 4 87100 200 MM CARBON STEEL PIPE 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 4/100mm, 5'/125mm, 67150mm and 87200 mm diameter pipe, The Style 931 comes with a 2 'A"/65 Trim grooved outlet. - ' The drill motor is an electric motor with ground fault circuit interrupter (GFCl) in accordance with safety codes. P7 For more information, refer to publication 24,01, www.victauflc.com Ac- REV-N taulIc' VICTAIJLIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 2017 VIcTAuLIC COMPANY. ALL RIGHTS RESERVED. 11.027 V1echanicaI-T STYLES 920 AND 920N INSTALLATION Reference should always be made to the -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 POF 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. For complete contact information, visit wwwvictaulic.com 11,02 1480 REV N UPDATED 1212017 \JtauIic' vicTAuLic IS P REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2017 VICTAULJC COMPANY. ALL RIGHTS RESERVED. 1LO2L STYLE 922 The Style 922 Outlet-T provides a convenient method of incorporating ½, 3/4, and 1/15, 20 and 25mm outlets for directly connecting sprinklers, drop nipples, sprigs, gauges, drains and other outlet products. Available for 1/4 through 76.1 mm/32 to 76.1 mm piping systems, Style 922 outlets are UL/ULC Listed, LPCB and FM Approved for branch connections and VdS Approved for direct sprinkler connection only on wet and dry systems. The locating collar engages into the hole prepared in the pipe. When tightened, the assembly compresses the gasket onto the OD of the pipe. The Style 922 Outlet-T is UL/FM rated up to 300 psi/2068 kPa and VdS rated up to 16 bar at the ambient temperatures typical for fire protection systems. Style 922 is suitable for use on standard, lightwall, Schedule 5 and other specialty pipes.* Contact Victaulic for other optional coatings. *Consult Section 10.01 for specific listings/approvals MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Gasket: Grade "E" EPDM - Type A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade "E" Type A Gasket System. 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. Housing Coating: Orange enamel (North America, Latin America, Asia Pacific) Red enamel (Europe) 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. 0 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV G A taulicr 10,521 IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS . 10.52 FireLoW Outlet-I STYLE 922 DIMENSIONS O - ¼ ½ 1 3A6 1.30 1.83 1.10 3.87 2.56 1.0 1W 32 15 30.2 33.0 46.5 27.9 98.3 65.0 0.45 T ~ 1 3/16 1.28 1.83 1.10 3.87 2.56 1.1 - - - - - - - 20 30.2 32.5 46.5 27.9 98.3 65.0 0.50 w 1 1 3Ao 1.52 2.18 1.10 3.87 2.56 1.2 25 30.2 38.6 55.4 27.9 98.3 65.0 0.54 1½ 1/2 1 3A6 1.42 1.95 1.22 4.08 2.56 1.2 40 15 30.2 36.1 49.5 31.0 103.6 65.0 - 0.54 3/4 1 3A6 1.40 1.95 1.22 4.08 2.56 1.2 20 30.2 35.6 49.5 31.0 103.6 65.0 0.54 1 1 3A6 1.64 2.30 1.22 4.08 2.56 1.3 25 30.2 41.7 58.4 31.0 103.6 65.0 0.59 2 x 1/2 1 3A6 1.66 2.19 1.46 4.60 2.56 1.3 50 15 30.2 42.2 55.6 37.1 116.8 65.0 0.59 3/4 1 3A6 1.64 2.19 1.46 4.60 2.56 1.4 20 30.2 41.7 55.6 37,1 116.8 65.0 0.64 1 1 1/16 1.88 2.54 ' 1.46 - 4.60 2.56 1.5 25 30.2 47.8 64.5 37.1 116.8 65.0 0.68 21/2 x ½ 1 3/16 1.91 2.44 1.71 5.40 2.56 1.6 65 15 30.2 48.5 62.0 43.4 137.2 65.0 0.73 ~/4 1 3A6 1.89 2.44 1.71 ' 5.40 ' 2.56 1.6 20 30.2 48.0 62.0 43.4 137.2 65.0 0.73 1 1 3A6 ' 2.13 2.79 - 1.71 ' 5.40 2.56 1.6 25 30.2 54.1 70.9 43.4 137.2 65.0 0.73 ½ 1 3A6 1.91 2.44 1.71 5.50 2.56 1.6 76.1 mm X 15 , 30.2 48.5 62.0 43.4 139.7 65.0 0.73 3/4 1 3/16 1.89 2.44 1.71 5.50 2.56 1.6 20 30.2 - 48.0 62.0 43.4 139.7 65.0 0.73 1 13A6 2.13 2.79 ' 1.71 5.50 2.56 1.7' 25 30.2 54.1 70.9 43.4 139.7 65.0 0.80 t Victaulic female threaded products are designed to accommodate standard NFl or BSPT (optional) male pipe threads only. Use of male threaded products with special features, such as probes, dry pen- dent sprinklers, etc., should be verified as suitable for use with this Victaulic product. Failure to verify suitability in advance may result in assembly problems or leakage. Center of run to engaced pipe end for NPT threads (dimensions are approximate). www.victaulic.com \ , JtauIice VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10,52,2 U'S CARBON STEEL PIPE - HOLE CUT PRODUCTS 10.52 FireLock' Outleti' STYLE 922 PERFORMANCE * Hazen-Williams coefficient of friction is 120 www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. ,ctaul.Ice REV$ 1052_3 FireLock' STYLE 922 INSTALLATION Reference should always be made to the 1-100 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. 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. For complete contact information, visit www.victaulic.com 10.52 3355 REV G UPDATED 1212009 Ictaulic VICTAULIc IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10,52 Ductile Iron Threaded Fittings CI lIIlIIjSI)II Ductile Iron Threaded Fittings Specifications branded ductile iron threaded fittings are UL Listed and FM Approved at 500 psi Rated to 300 WSP U Ductile iron castings conform to ASTM A536 c ® L us LISTED Fitting dimensions conform to ASME B16.3 Bushings and plugs conform to ASME B16.14 Fittings are 100% air tested APPROVED NPT threads on all fittings conform to ASME 81.20.1 Independent lab verification that fittings meet applicable chemical & physical properties Manufacturing facilities are ISO 9001:2008 and ISO 14001 Temperature Degrees F Working Pressure, Nonshock psiG 300# Class Threaded Fittings -20 to 100 500 150 200 - 500 480 250 300 460 440 350 420 400 400 450 380 500 360 340 550 600 320 650 300 c®uS APPROWD Fig. 35E 3-90° Elbow LISTED Size in I____ Part Number _______ A in Packing Weight lb Inner Master 1/2 35E 3004 1.13 100 200 0.2 3/4 35E 3006 1.31 70 140 0.3 1 35E 3010 1.50 40 80 0.5 1-1/4 35E 3012 1.75 25 50 -6.8- 1/2 35E 3014 1.94 18 36 1.1 2 - 35E 3020 2.25 - 10 - 1,8 2-1/2 35E 3024 2.70 4 8 3.2 Fig. 33RE3 - 90° Reducing Elbow Size Part Number A B Packing Weight Inner I Master in in in lb 3/4 x 1/2 35RE3006004 1.20 1.22 -- - 80 160 - 0.3 1 1/2 35RE3010004 1,26 1.36 70 140 04 I x3/4 35RE3010006 35RE3012004 1138 1.34 1.45 50 35 100 '-TO- 0.4 1-1/4 x 1/2 1.53 1-1/4 x 3/4 35RE3012006 1.45 1.63 35 70 0,6 1-1/4x 1 35RE3012010 1.58 1.67 - 30 60 6-7- 1-1/2 x 1/2 35RE3014004 35RE3014006 1.52 1.52 1.75 1.75 - 30 25 60 50 0.6 0.7 1-1/2x314 1-1/2x1 35RE3014010 1.65 1.80 20 40 0.8 1-1/2x1-1/4 35RE3014012 1.82 1.88 18 36 1.0 2x 1/2 35RE3020004 1.60 1,97 18 36 1.0 2 x 3/4 35RE3020006 1.60 1.97 18 36 '1.6- 2 x 1 35RE3020010 1.73 2.02 16 32 1.2 2x1-1/4 35RE3020012 1.90 2.10 12 24 T.3- 2 x 1-1/2 35RE3020014 2.02 2.16 10 20 1,5- 2-1/2 x 1-1/2 35RE3024014 2.16 2.51 6 12 2,2 2-1/2 x 2 35RE3024020 2.39 2.60 6 12 2,5 LtI Fig. 35F 3-45° Elbow Size in Part Number A in Packing Weight lb Inner Master 1/2 35F 3004 0.88 150 300 0.2 3/4 35F 3006 0.98 80 160 0.3 35F 3010 1 1.13 40 80 0.5 1-1/4 35F3012 1,29 25 50 0.7 1-1/2 35F3014 1.44 20 1 40 1 1.0 2 20 35F 3020 1.69 10 1-.6- /2 35F 3024 1.95 4 8 2.7 Fig. 35T 3- Tee Size in Part Number A in Packing Weight lb Inner I Master 1/2 35T 3004 1,13 80 160 0.3 14 3513006 1.31 30 60 0.5 1 3513010 35T3012 1,50 1.75 25 10 50 20 0.7 1-1/4 1.1 1-1/2 3513014 1.94 10 20 1.5 2 2.25 12 2.4 35T 3020 6 2-1/2 351 3024 - 2,70 4 8 4.3 111 SMITH-COOPER INTERNATIONAL® 9 TOLL FREE 1-800-766.-0076 9 FAX (323) 890-4456 9 wwwsmirhcoop©rom [ Size in Part Number a A in B in C in Packing Weight lb Inner IMaster 3/4x 1/2 1xl/2 1 x 1/2x 1 1 x3/4 1x314x3/4 1x3/4x1 1-114x112 1-1/4 x1/2x1-1/4 1-1/4x3/4 1-1/4x3/4x1-1/4 1-1/4x1 1-1/4x1x112 1-1/4x1x3/4 35RT3006004 35R13010004 35RT3010004010 1.20 1.26 1.50 1.38 1.38 1.50 1.34 1.75 1.45 1.75 1.56 1.34 1.45 1.58 1.75 1.41 1.20 1.26 1.36 1.38 1.31 1.45 1.34 1,53 1.45 1.62 1.58 1.26 1.38 1.22 1.36 1.50 30 30 60120 60 60 0.4 0.6 0.6 0.6 0.6 0.7 0.8 0.9 0.9 1.0 1.0 0.7 0.8 1.0 1.0 1,1 1.2 1.1 1,1 1.2 --l.-2-- 0.8 0.9 1.0 35RT3010006 35R13010006006 35RT3010006010 35 012004 35RT3012004012 35RT3012006 1.45 1.45 1.50 1.53 1.75 1.62 1.75 1.67 25 35 25 20 25 15 20 50 70 50 40 50 30 40 30 ' 50 40 -46- 30 32 48 24 32 35RT3012006012 35R13012010 35RT3012010004 35RT3012010006 15 25 1.53 1.63 1.69 1.75 20 1-1/4x lxi 1-1/4 x I x 1-1/4 1-1/2x1/2 1-1/2x1/2x1-1/4 1-112x1/2x1-112 1-1/2x3/4 35R13012010010 35R13012010012 35RT3014004 35R13014004012 35RT3014004014 35RT3014006 1.50 1.69 20 15 16 24 '_l2 16 20 18 1.41 1.66 1.88 1.81 1.56 1.94 1.52 1.94 1.94 1.65 1.44 -1 ,50 1.65 1.82 1.94 1.82 1.41 1.52 1.65 1.66 1.52 1.66 1.75 1,65 1.25 1.44 1.50 767 1.80 1.82 , 1.34 1.45 1.94 1.75 1.88 1.94 1-1/2x3/4x1-1/4 1-1/2x3/4x1-1/2 1-1/2x1 1-1/2 x 1 x 1/2 1-1/2x1x3/4 1-1/2xlxl 35R13014006012 35RT3014006014 -35R-T30140-1 _0 35R13014010004 35RT3014010006 35RT3014010010 35RT3014010012 40 36 24 40 32 32 1,80 1.69 1.75 12 20 16 16 1.80 1.88 1.94 1.88 1.66 1-1/2xlx1-1/4 1-1/2 x 1 x 1-1/2 1-1/2x1-1/4 1-1/2x1-1/4x1/2 _12- 12 12 16 16 24 24 32 1.3 1.4 0.9 1.0 1.1 1.3 1.4 35RT3014010014 35RT3014012 35R13014012004 35RT3014012006 35RT3014012010 35R13014012012 35RT3014012014 1-1/2x1-1/4x3/4 1-1/2x1-1/4x1 1.75 32 32 1.58 1.75 1,88 1.80 16 14 14 1-1/2x1-1/4x1-1/4 1-1/2x1-1/4 x1-1/2 1.82 1.94 1.88 194 28 28 2x112 2x3/4 35RT3020004 1.49 1.49 1.60 1.88 1.97 10 10 8 8 20 20 16 1.5 1.6 7 _11.. 35R13020006 1.60 2x1 35RT3020010 35R13020010020 1.73 2.25 1.73 2.02 2.02 2.25 2x1x2 16 1.9 2x1-1/4 2x1-1/4x2 35RT3020012 35FT3020012020 1,90 225 1.90 2.10 2.10 2.25 8 8 16 1.9 16 2.0 2x1-l/2 2x1-1/2x1/2 35RT3020014 2.02 2.02 1.41 216 8 16 20 2.1 1.3 35RT3020014004 1.49 1.88 10 2x1-1/2x3/4 2x1-1/2x1 35R13020014006 1.60 1.73 1.52 1.65 TT 2.02 10 8 20 16 1.4 1.5 35R13020014010 2x1-1/2x1-l/4 35RT3020014012 1.90 1.82 2.10 2.16 8 8 16 1.7 2x1-1/2x1-1/2 1 35RT3020014014 2.02 1.94 16 1.8 c®uS APPROVED Fig. 35RT3 - Reducing Tee LISTED Fig. 35573- Bull Head Tee Size in Part Number - in - B in C in Packing Weight lb Inner Master 3/4 x 358T3006010 35BT3010012 1.45 1.67 1.46 1,67 1.80 137 1.58 30 60 -4 0 0.6 1 x 1-1/4 20 15 0.9 lx 1-1/2 358T3010014 1.80 1.65 30 1.0 1-1/4x1x1-1/2 358T3012010014 1.88 1.88 2.10 1.80 1,88 1.82 1.82 15 15 30 30 1.2 i-1/4x1-l/2 358T3012014 358T3012020 358T3014012020 359T3014020 1.3 1-1/4x2 1-i/2x1-1/4x2 2,10 1.90 2.02 2 .02 10 20 20 16 1.6 1.8 -2116-2_10 10 8 1-1/2x2 __2 16 2.16 1.8 I : SMITH-COOPER INTERNATIONAL' 9 TOLL FREE 1-800-766-0076 9 FAX (323) 890-4456 9 wwwsmithcooperorn 112 Fig. 33CP3 - Straight Coupling with Ribs COUS <e> APPROVED LISTED Size in Part Number A in Packing Weight lb Inner Master 1/2 35CP3004 1.38 200 . 400 0.1 3/4 35CP3006 1.63 100 200 0.2 1 35CP3010 1.75 60 120 0.4 1-1/4 35CP3012 2.00 35 0,5 70 1.1/2 35CP3014 2.19 25 50 0.7 2 35CP3020 . ?.62 15 30 - - 1.2 2-1/2 35CP3024 3.00 9 18 2.2 Size in part Number in Packing Weight lb Inner Master 1 x 1/2 1x 3/4 1-1/4 x1 35HB3010004 35H83010006 35E483012010 35HB3014010 35H83014012 35HB3020010 35HB3020012 1.06 1.06 1.19 1.25 1.25 1,38 180 180 90 75 75 40 40 40 360 360 180 150 150 80 80 80 0.2 0.1 0.2 0.4 0.3 0.6 1-1/2x1 1-1/2x 1-1/4 2 x 1 2x1-1/4 1.38 1.38 0.6 0.6 2x1-1/2 35H83020014 Fig. 35SP3 - Square Head Plug Size in Part Number A in Packing Weight lb Inner Master 1/2 35SP3004 0.94 600 1200 0.07 3/4 35SP3006 , 35SP3010 35SP3012 35SP3014 1.12 1.25 1.37 1.44 350 200 700 0.1 1 400 200 160 0.1 1-1/4 100 80 0.3 0.4 1-1/2 2 353P3020 1.50 - Z--[-90 - 0.6 Fig. 33RC3 - Hex Reducing Coupling Size in Part Number A in . Packing Weight lb Inner I Master 1 x 1/2 35RC3010004 35RC3012006 35RC3020010 . 35RC3010006 1.69 2,06 80 40 160 80 40 0.3 0.4 0.6 1 x3/4 1-1/4x3/4 2x 1 (not hex) 2.81 20 1.0 Fig. $5HB3 - Hex Bushing Fig. 33U 3- Union with Brass Seat Size in Part Number A in Packing Weight lb Inner Master 1 350 3010 2.19 20 40 1.0 1-1/4 3 5 U 3012 2,50 2.62 15 10 0 1.2 1.7 1-1/2 3503014 20 2 350 3020 3,12 6 12 2.4 113 SMITH-COOPER INTERNATIONAL® 9 TOLL FREE 1-800-766-0076 9 FAX (323) 890-4456 9 wwwsmirhco>per.om c®US <e> APPROVED LISTED Size Part Number -- A in Packing Weight lb Inner Master 1 35X 3010 1.50 20 40 0.9 1-1/4 35X3012 1.75 12 24 1.4 1-1/2 35X3014 1.94 8 16 1.8 2 - 35X 3020 2.25 6 12 2,8 Fig. 35X 3- Cross Fig, 33RX3 - Reducing Cross Size in Part Number A in , B in Packing Weight lb Inner I Master 1-1/4 x1 35RX3012010 1.67 1.58 15 30 1.2 1-1/2x1 35RX3014010 1.80 1.65 12 24 1.4 2 x 1 35RX3020010 1 2.02 1.73 8 16 2,0 Fig. 35C3-Cap Size Part Number Weight Inner Master in in lb 1/2 35C 3004 0.87 300 600 0.1 3/4 350 3006 0.97 200 400 0.1 1 3503010 3503012 1.16 1.28 A................ 110 220 140 0.2 04 1-1/4 70 - 1-1/2 3503014 1.33 50 100 0.5 2 35C 3020 1.45 25 50 0.8 2-1/2 350 3024 170 18 36 1.6 Fig. 35BC3 - Beam Clamp Size in Part Number -- A in Packing - Weight lb I Inner I Master 3/8 1/2 35B03003 0.75 0.75 100 80 200 160 0.3 0.5 35803004 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800J66-0076 • FAX (323) 8904456 0 www.smidicoopom 114 NO. 20 TEE NO. 10 ELBOW ALTERNATE STYLES Victaulic offers a broad line of fittings in sizes through 60"/1500mm in a variety of straight and reducing styles. Most standard fittings are cast of durable ductile iron to precise tolerances. Victaulic standard fittings pressure ratings conform to the ratings of Victaulic Style 77 couplings. All fittings are supplied with grooves to permit fast installation without field preparation. The grooved design permits flexibility for easy alignment. These fittings are not intended for use with Victaulic couplings for plain end pipe (refer to Section 14.04 for fittings available for plain end applications). Fittings are provided in various materials including ductile iron, steel or segmentally welded steel depending on styles and size. Fittings are painted orange enamel with a galvanized finish available as an option, contact Victaulic for details. Victaulic fittings are designed specifically for use in grooved piping systems. Fittings are provided grooved conforming to standard steel pipe outside diameters. When connecting wafer or lug-type butterfly valves directly to Victaulic fittings with 741 or 743 Vic-Flange® adapters, check disc clearance dimensions with I.D. dimension of fitting. Note: The following Victaulic fittings are VdS approved: No.10 90" Elbow, No. 11 45" Elbow, No.20 Tee and No.60 Cap. Note: The following Victaulic fittings are LPCB approved: No. 10 90" Elbow, No.11 45" Elbow, No. 12 221/2" Elbow, No.13 1114" Elbow, No.30 45" Lateral, No.30-R Reducing Lateral, No. 100 Long Radius Elbow, No. 110 Long Radius Elbow, No.20 Tee, No.35 Cross, No.60 Cap, No.25 Reducing Tee, No.33 True Wye, No.50 Concentric Reducer, No.51 Eccentric Reducer and No.29M Tee with Threaded Branch. Advanced Groove System - For 14— 60/350 - 1500 mm piping systems, Victaulic now offers the Advanced Groove System (AGS). Refer to Section 20.05 for AGS fitting details. Stainless Steel - Grooved end fittings are available in Schedule 10 Type 316 stainless steel (Schedule 5, 40 and Type 304 available as an option) in various sizes. Fitting center-to-end dimensions will vary depending upon type and schedule. Refer to Section 17.04 and 17.16 for details. Aluminum - Grooved end fittings are available in aluminum alloy 356 T6, in sizes from 1 - 8/25-200 mm. Refer to Section 21.03 or contact Victaulic for details. Fabricated Steel - A full range of fabricated segemtnally welded steel or full flow grooved end fittings are available refer to section 07.04. Fabricated Steel with AGS Vic-Rings - A full range of full flow fabricated fittings with Vic-Rings are also available. AGS - ADVANCED GROOVE SYSTEM Extra Heavy EndSeal® "ES" Fittings - EndSeal fittings are available in 2— 12'/50 - 300mm for use with "ES" grooved pipe and HP-70ES EndSeal couplings. "ES" fittings are painted black for easy identification. EndSeal (and standard) fittings may be easily internally coated (by others) for severe service requirements. Always specify "ES EndSeal fittings" when ordering. See Section 07.03 for information on EndSeal fittings. Fittings Machined for Rubber or Urethane Lining (MRL) - For severe abrasive services, Victaulic fittings may be rubber or urethane lined (by others). Lining may be inside diameter/end (abrasion resistance) or wrap-around (corrosion and/or abrasion) machined. Refer to Section 25.03 or contact Victaulic for specific details. Note: Fittings are available with a variety of coatings upon request such as hot dip galvanized, epoxy, glass lined and others. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Location Date Approved Date Para___________ www.victaulic.com vicuuc IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REVR 07.011 CARBON STEEL PIPE GROOVED FITTINGS 07.01 Grooved End Fittings MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Or: Segmentally welded steel as shown under nipples Nipples: (adapter, swaged & hose) 3/4 - 4/20 - 100mm: Carbon steel, Schedule 40, conforming to ASTM A-53, Type F 5-6/125 - 150mm: Carbon steel, Schedule 40, conforming to ASTM A-53, Type E or S, Gr. B 8— 12'/200 — 300 mm: Carbon steel, Schedule 30 or 40, conforming to ASTM A-53, Type E or S, Gr. B Flanged Adapter Nipples: (Nipple - see above) Class 125 Flange: Cast iron conforming to ANSI B-16.1 Class 150 Flange: Carbon steel conforming to ANSI 8-16.5, raised or flat face Class 300 Flange: Carbon steel conforming to ANSI B-16.5, raised or flat face Fitting Coatings: Orange enamel Optional: Hot dip galvanized and others. Some fittings supplied electroplated as standard - see product specifications. Flanged Adapter Nipple Coating: None (Unfinished) Optional: Orange enamel, hot dip galvanized and others. www.victaulic.com \4taukc. vICTAuLIc IS A REGISTERED TRADEMARK OF vICTAULIC COMPANY. w 2012 vICTAuLIC COMPANY. ALL RIGHTS RESERVED. 0701 2 REV..R CARBON STEEL PIPE GROOVED FITTINGS 07.01 Grooved End Fittings approximately one-half the resistance of a 45° elbow. Values of mid-sizes can be interpolated. Jlllfliflm.fliTnci.. -. - 9ea 19 va ,rO E4Ce ikk -, 1.315 1.7 0.8 4.2 1.7 25 33.7 0.5 - 0.2 - 1.3 0.5 2 2.375 3.5 2.5 1.8 1.1 8.5 3.5 50 60.3 1.1 0.8 0.5 0.3 2.6 1.1 76.1 mm 3.000 4.3 2.1 10.8 4.3 76.1 1.3 - 0.7 - 3.3 1.3 3 3.500 5.0 3.8 2.6 1.6 13.0 5.0 80 88.9 1.5 1.2 0.8 0.5 4.0 1.5 1080 mm 4.250 6.4 3.2 15.3 6.4 108.0 2.0 - 0.9 - 4.7 2,0 4 4.500 6.8 5.0 3.4 2.1 16.0 6.8 100 114.3 2.1 1.5 1.0 0.6 4.9 2.1 1330 mm 5.250 8.1 4.1 20.0 8.1 133.0 2.5 - 1.2 - 62 2.5 139.7 mm 5.500 8.5 4.2 21.0 8.5 139.7 2.6 - 1.3 - 6.4 2.6 5 5.563 8.5 4.2 21.0 8.5 125 141.3 2.6 - 1.3 - 6.4 2.6 159.0 mm 6.250 9.4 4.9 25.0 9.6 159.0 2.9 - 1.5 - 7.6 2.9 165.1 mm 6,500 9.6 5.0 25.0 10.0 165.1 2.9 - 1.5 - 7.6 3.0 6 6.625 10.0 7.5 5.0 3.0 25.0 10.0 150 168.3 3.0 2.3 - 1.5 0.9 7.6 3.0 8 8.625 13.0 9.8 6.5 4.0 33.0 13.0 200 219.1 4.0 3.0 2.0 1.2 10.1 4.0 10 10.750 17.0 12.0 ' 8.3 5.0 41.0 17.0 250 273.0 5.2 3.7 2.5 1.5 12.5 5.2 12 12.750 20.0 14.5 10.0 6.0 50.0 20.0 300 323.9 6.1 4.4 3.0 1.8 15.2 - 6.1 14 14.000 24.58 15.8 - 18.58 11.0 70.0 23.0 350 355.6 7.5 4.8 5.6 3.4 21.3 7.0 16 16.000 28.08 18.0 21.06 13.0 - 80.0 27.0 400 406.4 8.5 5.5 6.4 4.0 - 24.4 8.2 18 18.000 31.08 20.0 - 23.5 § 14.0 90.0 30.0 450 457.0 9.5 6.1 7.2 4.3 27.4 9.1 20 20.000 - 34.0 § 22.5 25.5 § 16.0 100.0 33.0 800 508.0 10.4 6.9 7.8 4.9 30.5 - 10.1 24 24.000 42.0 § 27.0 29.5 § - 19.0 120.0 40.0 600 610.0 12.8 8.2 9.0 5.8 36.6 12.2 Fittings available up to 6071500 mm. Contact Victaulic for details. # Contact Victaulic for details. 8 For roll grooved systems, Victaulic offers the Advanced Groove System (AGS). For pricing and availability of cut groove fittings in this size, contact your nearest Victaulic sales office. § Fitting flow data for 14-247350-600 mm size No. 10 and No. 11 Elbows is based on fittings for Style 07 and 77 couplings. For flow data on AGS fittings (No. W10 and No. Wil Elbows), refer to submittal 20.05. Note: All fittings are ductile iron unless otherwise noted with an 'sw" or "s". 5= Carbon Steel Direct Roll Groove (OGS) SW= Carbon Steel Segmentally Welded www.victaulic.com vlcTAuuc IS A REGISTERED TRADEMARK OF viclAuLic COMPANY. 02012 VICTAuLIC COMPANY. ALL RIGHTS RESERVED. iCtauliC REYR 0701_3 FLOW DATA The chart expresses the frictional resistance of various Victaulic fittings as equivalent feet of straight pipe. Fittings not listed can be estimated from the data given, for example, a 221h° elbow is (Frictional Resistance) CARBON STEEL PIPE -. GROOVED FITTINGS 07.01 Grooved End Fittings Reducing Tee bcto El r.CSoE.l 4-CtoE to NO. 25 Grooved Branch NO. 29T Threaded Branch to to to _ NO. 25 NO. 291 NO. 25-SW NO. 291-SW fqrz 1 3% 2.25sw 2.24sw 1.0 4 4 11% 5.00sw 5.005w 9.6 25 20 57 2.755w 57 2.75sw 0.5 1.3 100 100 32 1½ 127 5.00 127 5.00 4.4 10.2 1¼ 1¼ 1 32 X 32 X 25 70 2.75sw 70 2.755w 0.6 1.5 40 2 127 5.00 127 5.00 4.6 11.2 1½ 11/2 3/4 X X 40 40 20 70 70 0.7 50 127 127 5.1 1 2.755w 2.755w 1.5 21/2 5.00 5.00 11.4 25 70 70 0.7 65 127 127 5.2 1¼ 2.755w 2.755w 1.7 3 5.00 5.00 11.6 32 70 3.25 70 3,25 0.8 2.5 2 2 3/4 5.50sw 80 127 127 5.50sw 5.3 14.0 x 5 5 1 50 50 20 83 83 1.1 125 125 25 140 140 64 1 3.25 3.25 2.7 11/2 5.50sw 5.50sw 14.3 25 83 83 1.2 40 140 140 6.5 1 1/4 3.25sw 3.255w 1.8 2 5.50sw 5,505w 14.5 32 83 83 0.8 50 140 140 6.6 11/2 3.25 3.25sw 3.0 21/2 5.50 5.505w 15.2 40 83 3.75sw 83 3.75sw 1.4 3.9 65 3 140 5.50 140 5.50sw 6.9 16.6 21/2 21/2 3/4 x x 65 65 20 95 95 1.8 80 140 140 7.5 1 3.75 3.75sw 3.8 4 5.50 5.505w 16.7 25 95 95 1.7 100 140 140 7.6 1 ¼ 3755w 375sw 42 6 1 6.50sw 6.505w 23.0 32 95 95 17 X 150 150 X 25 165 165 10.4 11/2 3.75 3.75 3.9 1½ 6.50sw 6.505w 24.0 40 95 95 1.8 40 165 165 10.9 2 3.75 3,75sw 4.5 2 6.50 6.50 21.6 50 95 4.25sw 95 4,25sw 2.0 5.7 50 21/2 165 6.50 165 6.50 9.8 21.4 3/4 80 80 x 20 108 108 2.6 65 165 165 11.7 14- 60" AGS For AGS fitting information, see publication 20.05 350-1500mm -u..,- 1 25 4.25 108 4.25 108 6.1 2.8 + Contact Victaulic for details. 1 1/4 4.255w 4.255w 8.0 32 108 108 3.6 - ' Note: All fittings are ductile iron unless otherwise noted with an "sw' or "s' 1 1/2 4.25 4.25 sw 6.5 40 108 108 2.9 S= Carbon Steel Direct Roll Groove (OGS) 2 4.25 4.25sw 6.2 SW= Carbon Steel Segmentally Welded 50 108 108 2.8 - . IMPORTANT NOTE: 2½ 4.25 4.25sw 6.4 65 108 sw 108 500 sw 2.9 80 No. 29T Threaded Outlet Reducing Tees are supplied NPT and are available with British Standard threads. For British Standard specify "BSP" clearly 4 4 3/4 5.00 x 100 100 > 20 127 127 , 3.6 on order. 1 5.00 5.00 7.8 25 127 127 3.5 www.victaulic.com ictaulid VICTAULIC IS REGISTERED TRADEMARK OF vicTAuLic COMPANY. 02012 vicTAuLic COMPANY. ALL RIGHTS RESERVED, 07,01 10 REVR CARBON STEEL PIPE - GROOVED FITTINGS 07.01 Grooved End Fittings Reducing Tee Ct0j -CtoE.1 CtoE - 1.-Ctot.1 NO. 25 Grooved Branch NO. 29T Threaded Branch t to LLL 1 Lj- I i NO. 25 NO. 291 NO. 25-SW NO. 29T-SW 6 x 6 3 6.50 6.50 26.5 12 12 1 10.00sw 10.00sw 77.0 x x 150 x 150 80 165 165 12.0 300 300 25 254 254 34.9 4 6.50 6.50 25.0 2 10.005w 10.005w - 80.0 100 165 165 11.3 50 254 254 36.3 5 6.50 6.50 23.2 21/2 10.005w 10.005w 78.0 125 165 165 10.5 65 254 254 35.4 61/2 61/2 3 6.50 6.50sw 24.0 3 10.00sw 10.005w 82.0 165.1 165.1 80 165 165 10.9 80 254 254 37.2 4 6.50 6.50sw 25.0 4 10.00sw 10.005w 80.0 100 165 165 11.3 100 254 254 36.3 8 x 8 x 1½ 7.75sw - 7.755w 33.0 5 10.00sw 10.00sw 75.0 200 200 40 197 197 15,0 125 254 254 34.0 2 7.755w 7.75sw 33.5 6 10.005w 10.00sw 75.0 50 197 197 15.2 150 254 254 34.0 21/2 7.75sw 7.755w - 39.0 8 10005w 10.00sw 80.0 65 197 197 17.7 200 254 254 36.3 3 7.75sw 7.75sw 33.6 10 10.005w 10.005w 84.0 80 197 197 15.2 250 254 254 38.1 -. 4 775 775 41.8 #14 14 4 11.005w - 11,005w 102.0 100 197 197 19.0 350 350 x 100 279 279 46.3 5 7.75sw 7.75sw 34.0 6 11.005w 11.00sw 108.2 125 197 197 15.4 150 279 279 49.1 6 7.75 7.75 42.3 8 11.00 11.00 112.0 150 , 197 197 19.2 200 279 279 50.8 1651 7.755w 7.755w 48.0 10 11.00 - 11.00 120.0 197 197 21.8 300 279 279 54.4 10 X 10 X 1½ 9.00 9.00 62.0 12 11.00 11.00 129.1 250 250 40 229 229 28.1 300 279 279 58.6 2 9.005w -. 9.005w ' 62.0 #16 16 4 ' 130.0 x 50 229 229 28.1 400 400 100 + + 59.0 21/s 9.00sw 9.005w 65 229 229 283 350-1500mm AGSFor AGS fitting information, see publication 20.05 9.00sw 9.00sw 60.0 + Contact Victaulic for details. 80 229 229 27.2 Note: All fittings are ductile iron unless otherwise noted with an 'sw' or "s 4 9.005w 900sw 610 100 229 ,229 27.7 5= Carbon Steel Direct Roll Groove (005) 5 9.00sw 9.00sw 52.0 SW= Carbon Steel Segmentally Welded 125 229 229 23.6 IMPORTANT NOTE: 6 9.00 Sw 9.005w 59.0 150 229 229 26.8 No. 29T Threaded Outlet Reducing Tees are supplied NPT and are available 8 ' 9.005w 9.005w ' 64.7 with British Standard threads. For British Standard specify 'BSP" clearly 200 229 229 29.3 on order. # For roll grooved systems, Victaulic offers the Advanced Groove System (AGS), For pricing and availability of cut groove fittings in this size, contact your nearest Victaulic sales office. www.victaulic.com viclAuLic IS A REGISTERED TRADEMARK OF VlTALlC COMPANY. 852012 vICTAuLIC COMPANY. ALL RIGHTS RESERVED. iCtUIiC' REVfi 07,01_11 CARBON STEEL PIPE - GROOVED FITTINGS 07.01 Grooved End Fittings Reducing Tee CtoE1 r- CtoE.l NO. 25 Grooved Branch NO. 291 Threaded Branch ••__ EII__1__I1EI to NO. 25 NO. 29T #16 16 6 12.00sw 12.00sw 133.5 420 20 16 17.25 288.6 X 400 400 150 305 305 60.6 500 500 400 438 - 130.9 12.00 12.00 145.0 18 17.25 297.0 200 305 305 65.8 450 438 - 134.7 10 12.00 12.00 - 149.5 #24 24 8 20.00 20.00 340.0 x x 250 305 305 - 67.8 600 600 200 508 508 154.2 12 12.00 12.00 1540 10 20.00 20.00 343.9 300 305 305 69.9 250 508 508 156.0 14 12.00sw 167.0 12 20.00 20.00 352.8 350 305 75.8 300 508 508 160.0 # 18 18 4 15.50 sw 15.50sw 194.0 148 20.00 360.0 450 x 450 100 394 394 88.0 350 508 - 163.3 6 15,50sw 15.50sw 200.0 16 20.00 378.0 150 394 394 90.7 400 508 - 171.5 8 15.50sw 15.50sw 202.0 185 20.00 380.0 200 394 394 91.6 450 508 - 172,4 10 15.50 15.50 212.0 20 20.00 373.0 250 394 394 96.2 500 508 - 169.2 12 300 15.50 394 15.50 394 222.6 101.0 14- 60' 350- 1500 mm AOSFor AGS fitting information, see publication 20.05 14 15.50 230.1 + Contact Victaulic for details. 350 394 - 104.4 - . - Note: All fittings are ductile iron unless otherwise noted with an 'sw" or "s' 16 15.50 247.6 400 394 - 112.3 S= Carbon Steel Direct Roll Groove (OGS) #20 20 6 17.25 17.25 240.0 SW= Carbon Steel Segmentally Welded 500 >< 500 150 438 438 108.9 IMPORTANT NOTE: 8 17.25 17.25 244.0 200 438 438 1107 No. 29T Threaded Outlet Reducing Tees are supplied NPT and are available 10 17.25 1725 2560 with British Standard threads. For British Standard specify "BSP" clearly 250 438 438 116.1 on order. 12 1725 17.25 2640 # For roll grooved systems, Victaulic offers the Advanced Groove System (AGS). 300 438 438 1198 For pricing and availability of cut groove fittings in this size, contact your TI 1725 2750 nearest Victaulic sales office. 350 438 - 124.7 § Cast fitting available. Contact Victaulic for details. www.victaulic.com ictaulid vIcTAuLIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 VICTAuLIC COMPANY. ALL RIGHTS RESERVED. 07,0112 REVfl INSTALLATION Reference should always be made to the 1-100 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. 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. UPDATED 0812012 07.01 1449 REV R ictaulic vICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 07,01 Para___________ www.victaulic.com VIcFAuUc IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV.G \JtauIIC 10,611 JOB/OWNER System No. Location CONTRACTOR Submitted By Date ENGINEER Spec Sect Approved Date FireLock EZ0 Rigid Coupling STYLE 009H The FireLock EZ Style 009H coupling is a rigid, installation-ready coupling for fire protection pipe joining. The coupling's unique design eliminates loose parts, insures consistent installation and provides substantial gains in productivity. IMPORTANT FireLock EZ Style 009H couplings are recommended for use ONLY on fire protection systems PATENTED LISTINGS/APPROVALS * 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. Standard Pipe 1¼ 175 365 365 365 365 32 1206 2517 2517 2517 2517 1½ - 175 365 365 365 365 40 1206 2517 2517 2517 2517 2 175 365 365 365 365 50 1206 2517 2517 2517 2517 2½ N/A 365 365 365 365 65 2517 2517 2517 2517 76.1 mm N/A N/A 365 365 365 2517 2517 2517 N/A 365 365 - 365 365 80 2517 2517 2517 2517 365 365 - 108 mm N/A N/A N/A 2517 2517" N/A 365 365 365 365 100 2517 2517 2517 - 2517 133 mm N/A 290 365... N/A N/A 1999w 2517k" 139.7 mm N/A N/A 290 232 365 1999 1600 2517 165.1 mm N/A N/A 290 232 365 1999 1600 2517 68 290 365 232 365 N/A . * Listed/Approved for wet and dry pipe systems (>40*F/40*C). Please refer to the Victaulic Installation Manual (I-009H_009_009V.pdf) for details concerning when supplemental lubrication is required. ** EN-10219(L) for 76.1mm size; EN-10255(M) 8 Regional availability only# FM Approved only. IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.61 FireLock EV Rigid Coupling STYLE 009H LISTINGS/APPROVALS * Speciality Pipe BLT 1¼-2 300 300 EZT 11/4 -2 300 300 MT 1 '4 - 2 300 300 - 1¼-4 2068 300 2068 300FF 1¼-4 2068 300 2068 300 1 1/4-2 2068 N/A 2068 300 OF MLT 1¼-2 2068 300 2068 300 1¼-4 2068 N/A 2068 300 114_2 N/A 2068 300 - DT FLF ST 1¼-4 2068 175 2068 175 1¼-2 - N/A 2068 300 1¼-4 N/A 2068 300 - FE FLT STE 1¼-2 1206 300 1206 300 FLTL ¼ 1-2 N/A 2068 300 21/4-4 - N/A 2068 300 - EL TF 1¼-2 2068 300 2068 300 11/4-2 300 2068 300 11/4 -2 300 2068 300 ET4O GL WLS 3-4 2068 300 2068 300 1¼-4 2068 300 2068 300 1¼-2 2068 N/A 2068 175 - EZF ME WST 2068 2068 2068 2068 1¼-2 300 1206 300 XL 2068 2068 sizes. Note: The Specialty Pipe table only applies to imperial sizes, NOT to metric www.victaulic.com \../tauIjC0 vICTAuLIC IS REGISTERED TRADEMARK OF VlcTAuuc COMPANY. 6' 2012 vICTAuLIC COMPANY. ALL RIGHTS RESERVED. 10.612 REV-.G JPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.61 FireLock EZ' Rigid Coupling STYLE 009H STYLE 009H DIMENSIONS • rnx Pn'4r1 - - . in 11/4 1.660 365 790 0.10 2 - 3/8x 2 2.95 4.77 2.70 4.63 1.93 1.4 32 42.4 2517 3514 2.54 -M10x2 75 121 69 118 49 0.7 1½ 1.900 365 1035 0.10 2 - 3/8 x 2 3.19 4.97 2.94 4.79 1.93 1.5 40 48.3 2517 4604 2.54 -M10x2 81 126 75 122 49 0.7 STYLE 009H PRE-ASSEMBLED 2 2.37 5 365 1616 0.12 2 - 3/8 x 2 3,79 5.53 3.45 5.42 - 1.93 1.9 (PUSH ON CONDITION) 50 60.3 2517 7193 3.05 - M10 x 2 96 140 88 138 49 0.9 21/2 2.875 365 2370 0.12 2 - 3/8 x 21/2 4.29 6.09 3.92 5.85 1.93 21 65 73.0 2517 10542 3.05 -M10x2 1/2 109 155 100 149 49 1.0 76.1 mm 3.000 365 2580 0.12 2 - 3/8 x 2 112 4.40 6.31 4.05 5.90 1.93 2.1 76.1 2517 11476 3.05 -M10x2½ 112 160 103 150 49 1.0 3 3.500 365 3512 0.12 2 - 3/8 x 21/2 4.91 6.70 4.55 6.46 1.93 2.3 80 88.9 2517 15622 3.05 -M10x2½ 125 170 116 164 49 1.0 108 mm 4.250 365 5178 0.17 2 - 3/8 x 2 1/2 5.56 7.61 5.27 7.51 2.14 2,8 108.0 2517 23030 4.32 - MIO x 2 1/2 141 193 134 191 54 1.2 STYLE 009H JOINT ASSEMBLED 4 4.500 365 5805 - 0.17 2 - 3/8 x 21/2 5.95 7.82 5.54 7.47 2.14 2.9 100 114.3 2517 25822 4.32 - MIO x 2 1/2 151 199 141 190 55 1.3 133 mm 5.250 365 7900 0.17 2 - 3/8 x 2 1/2 6.66 9.11 6.36 9.01 2.14 4.3 133.0 2517 35140 4.33 - MIO x2½ 169 232 162 229 55 1.9 - 5.500 365 8620 0.17 2 - 3/8 x 2 1/2 6.75 9.29 646 9.23 - 2.09 4.6 139.7 mm 139.7 2517 38340 4.32 - M10 x 2½ 172 236 164 234 53 2.1 165.1 mm 6.500 290 9623 0,17 2 - 5/8 x 3 1/4 7.84 10.93 7.55 10.85 2.11 5.69 , 165.1 1999 42805 4.32 -M1653/4 199 278 192 276 54 2.6 6 6.625 290 9997 0.17 2 -5/8x3 1/4 7.96 11.08 7.67 11.99 2.11 5.92 1501 168.3 1999 44469 4.32 -M16X3/4 202 281 195 305 54 2.69 * Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. See page 1 of this document for Listed/Approved ratings on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1½ times the figures shown in the chart on page 1, specific to pipe schedule and size. The allowable pipe separation dimension shown is for system layout purposes only. FireLock EZ couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. @ Number of bolts required equals number of housing segments. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel (North America, Asia Pacific) Red enamel (Europe) Optional Coatings: Hot dipped galvanized Gasket: Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. 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. www.victaulic.com VICTAILILIC IS A REGISTERED TRADEMARK OF vICTAuLIC COMPANY. © 2012 VIcTAULIC COMPANY. ALL RIGHTS RESERVED. REV. G 10,613 STYLE 009H GENERAL NOTES NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009H couplings, use FireLock No. 006 end caps containing the EZ" marking on the inside face or No. 60 end caps con- taining the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009H couplings. IMPORTANT: Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009H coupling. There is no interchanging of gaskets or housings between coupling styles. USE OF FLUSHSEAL GASKETS FireLock EZ couplings are supplied with FireLock EZ Grade "E" Type A gaskets. These gaskets FOR DRY PIPE SYSTEMS include an integral pipe stop, that once installed provides the same benefits as a FlushSeal gasket for dry pipe systems. It should be noted that standard FlushSeal gaskets are not compatible and cannot be used with the FireLock EZ couplings. INSTALLATION Reference should always be made to the 1-100 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. 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. For complete contact information, visit www.victaulic.com 10.61 5731 REV G UPDATED 09/2012 ictaulic vicTAuLic IS REGISTERED TRADEMARK OF VICTAULIc COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.61 1. Insert the appropriate nut driver into a 3/8"or 1/2'porta ti/e 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. Begin installation when the nut driver spins freely on the SAMMYS, stop drill and remove. 4, The SAMMYS is now ready to receive 1/4", 318", 1/2" or metric all thread rod, bolt stock. (The 1/2"requires the #14SWrecI nut driver) Note: When installing DSTR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maxirnuropullout in purlin steel. Insert the appropriate nut driver into a 3/8" or 1/2" portable drill. Insert the SAMMYS into the #145W (red) nut driver (p/n 8114910). With drill unit in a horizontal position and at a right angle to the structural member, begin installation, When the nut driver spins freely on the SAMMYS, stop the drill and remove. The unit is now ready to receive 1/4", 3/8", Mb, M8 or metric all thread rod or bolt stock. Note: When installing SWOR, follow the above instructions, then add retainer nut and torque to 20 fool lbs, for maximum pullout in purl/n steel, INSTALLATION STEPS - INTO CONCRETE: Using an SOS 250 carbide tip bit or a HEX RECEIVER with a #250 carbide tip bit, pm-drill the concrete member to a depth of 2' with a hammer/rotary hammer drill set on impact mode. After pre-drilling has been completed, install the SLEEVE TOOL over the bit (the bit should remain in the drill), and insert the #14 (black) nut driver (p/n 8113910) into the opposite end (see Vertical Installation note above). 3, insert the CST screw into the nut driver. Place tip of screw into the predrilled hole, turn impact/drill unit to drill mode and begin insertion. When the nut driver spins freely on the CST screw, installation is complete. Stop and remove drill. The concrete screw is ready to receive 1/4", 3/8", 1/2", or metric all thread rod or bolt stock. (#I4SW red nut driver used with 1/2" screw) Note: Use a 1200 maximum RPM drill for installation. Note: Do not install concrete screws while the drill unit Is in impact mode— doing so will destroy the pullout factor of the screw. [INSTALLATION STEPS - Tj11fj, INTO CONCRETE: Using an SOS 250 carbide tip bit or a HEX RECEIVER with a #250 carbide tip bit, pre-drill the concrete member to a depth of 2" with a hammer/ rotary hammer drill set on impact mode. After pre-drilling has been completed, install the SLEEVE TOOL over the bit (the bit should remain in the drill), and insert the #14S W (red) nut driver (p/n 8114910) into the opposite end. Insert the SWC screw into the nut driver. Place tip of screw into the pre-drilled hole, turn impact/drill unit to drill mode and begin insertion. When the nut driver spins free on the SWC screw, installation is complete. Stop and remove drill. The SWC screw is ready to receive 1/4", 3/8" or metric all thread rod or bolt stock. Note: Use a 1200 maximum RPM drill for installation. Note: Do not install concrete screws while the drill unit is in impact mode - doing so will destroy the pullout factor of the fastener. flhI11uilA1Ii1lI111 SPEaM.NUTDVR$TS1: 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 SAMM YSFOR WOOD I 'No pre-drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Saves time from traditional methods, Reduces installation costs, Made in the V,SA WIWatch a video d*n,onatratjon i\ \/'iwiJtwbui1dex.com) i - #14 Black Nut Driver Part * 8113910 1- #14 SW l(ed Nut Driv& Part #8114910 114 8002957 GST 100 1/4 x1" 210 (7116- OSB) 25 125 1/4" 8003957 GST 200 1/4x2' 1760 (Fir) 25 125 1/4" - 8004957 - GST $00 1/4x3' 2060 (Fir) 25 129 * 3/8 8007957 GST 10 114 x 1" 300 25 125 670 4)-'> 3/8' 8008957 - GST 20 114x2' 1760 (Fir) 850 1475 25 125 3/8' 8068925 GST 20-SS 1/4*2' 1760 (Fir) 850 25 - - 125 2/8" 8009925 - GST 25-380 3/8*2-1/2' 2113 (Fir) 1500 25 125 l ~ 3/8 8010957 GST 3O 1/4*3 2060 (Fir) 1500 1475 25 125 3/8' 8069925 GST 3(M 1/4*3' - 2060 (Fir) 25 125 • 3/8' 8011925 GST 4O 1/4x4" 2180 jFr 125 1/2' 8013925 GST2 1/4*2' 1760 (Fir) 25 125 - 1/2" 8014925 GST2.5-380 3/8*2-1/2' 2113 (Fir) 25 125 - 1/2' 8015925 GST3 1/4*3' 2275 (Fir) - 25 125 '-j wa*iii 'J ' 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 1n51811in9 into, continue ch11159 until nut driver spins free . Installation is tires complete. Warranty requires the use of the appropriate nut driver for installations, 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" 85" pipe I Minimum 2l/2' from bottom for branch lines. Minimum 3" from bot- tom for main lines.Exception: This requirement shall not apply to 2" or thicker nailing strips resting on top of steel beams. H Floor JoIN ist No pre-drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Saves time from traditional methods. Reduces installation costs. Made in the U.S.A Watcho io dmoostm.Oon at www.ftwbulWex.com F IT VIPN17V~_ 80195/ 8020957 1/4" 3/8" 3/8" 8021957 3 3/8' 8073925 3/8"" 8022925 14 SW Red 8023925 NutDnver Part #8114910 May require pre.drflhng consult (Gist manufacturer. SWOIO 114x1" 622 (Fir) 300 25 125 SWG2O 1/4*2" 1725 (Fir) 1050 25 125 Swo 20-SO 1/4 a 2" 1725 (Fir) 850 25 125 SWG25-380 3/8*2-1/2" 2249 (Fir) 1500 25 125 SWG 30 1/4*3' 1884 (Fir) - 25 125 Eliminates distortion of threaded rod, Accommodates up to 3%' x 12 pitch roof. Allows 17° deflection from vertical, Saves time from traditional methods. Reduces installation costs. Made in the USA. #14 Black r 3/8" 8139957 SHGST 20 1/4 a 2" 1257 (Fir) 1050 1475 25 125 Nut Driver paioL_ We 8141957 SHGST30 1/4)13 1120 (Fir) 1500 1475 25 125 1903 Dim. Lumber 1500 3 3/8"" 8269957 SNST/CST 20 5/16 a 14/4' 1406 45°off vertical 850 45 25 129 Dim. Lumber ,•[ 903 Dim. Lumber 1/2' 8303957 SH-GST/CST2.0 5/181.3/4' 140645"off vertical 25 125 - Dim Lumber * May require pra.drilling; consultinial manufacturer. [APPROVALS 8007957 GST 10 3/9" Vertical CPVC 1-1/2" 300 1.1/2° 8020957 SWG 10 3/4" Horizontal CPVC 1-1/2" 300 1-1/2' 8008957 GST2O 3/8° Vertical 2-1/2" 850 1-1/2" 4" 1475 1-1/2" 8068925 GST20SS 3/8" Vertical 2-1/2" 850 1.1/2" 8010057 GST 30 3/9" Vertical 4" 1500 I-1/2" 4' 1475 1-112" 8009925 05125-380 3/9" Vertical 4" 1500 1-1/2" 8022925 5W025-380 3/8" Horizontal 3-1/2.4"° 1500 1-1/2" 8021957 5WG20 3/8" Horizontal 2-1/2"-3/°" 1050 1.1/2" 8073925 SWO 20-55 3/8" Horizontal 2-1/2" 850 1-1/2" 8269957 $H-GSI/CST 20 3/8" 45" Angle off Vertical 211/2" 850 1-1/2" 8269957 SH-GST/CST 20 3/8" 45" Angle off Vertical 4" 1500 1-1/2" 8139957 $H-0S120 3/8" 171 Angle off Vertical 1050 1-1/2" 4" 1475 11/2" 8038957 DSTR 1 3/8" Vertical 1500 .035" 4" 1475 .105" 8037957 DSTR 1-1/2 3/8" Vertical 4" 1500 .035" 4" 1475 .105 8039957 DSTR 516 3/8" Vertical 4" 1500 .037" 4" 1475 .105" 8045957 051516 3/8" Vertical 4" 1500 .188" 4" 1475 .188" 8046957 TEK5O 3/9" Vertical 4' 1500 250" 4" 1475 .168" 8055957 SWDR 1 3/8" Horizontal 4 1500 .037" 4° 1475 .060" 8056957 SWDR $16 3/8" Horizontal 4' 1500 .037" 4" 1475 .060" 8054957 SWOR 1-1/2 3/8" Horizontal 4" 1500 .037" 4' 1475 .560" 8137957 SH-DSTRI 3/8" 17" Angle off Vertical 4" 1500 .035" 4' 1475 105" 8268957 SH-TEK 50 3/8" Vertical 2-1/2" 850 70" Angle off Vertical 4" 1500 8150922 XP 20 3/8" Vertical 2-1/2" 850 .027" 2" 940 .029 4~ 1475 1051 8163922 XP 35 3/8" Vertical 4" 1500 .060" 8294922 SXP 20 3/9" Vertical or up to 45" 2" 750 .027" 2" 635 .029" 8295922 SXP 35 3/8" Vertical or up to 89° 3-1/2" 1250 .060° 2" 635 .029" 8293957 SWXP 35 3/8" Horizontal 3-1/2" 1250 .060" SAMMYS FOR CONCRETE -PIPE HANGER 8059957 CST 20 3/8" Vertical 4' 1475 3000 8061957 SWC 20 3/8" Horizontal 4" 1475 3000 8150922 XP 20 3/8" Vertical 2-1/2" 850 Pre-Pour Structural @ 3000psi 8150922 XP 20 3/8" Vertical 2-1/2" 850 Post-Pour Range II LWC <35 PCF (lbs/It3) 8150922 XP 20 3/8" Vertical 185 .027" 250 .035" 8153922 XP 35 3/8" Vertical 185 .027" 250 .035" 8181922 XP 200 1/4" Vertical 185 ,027" 250 .035" 8294922 SXP 20 3/8" Vertical 170 .027" 45° 80 .027" 8295922 SXP 35 3/6" Vertical 250 .0601, 90" 80 .060" 8293957 SWXP 35 3/8" Horizontal 80 .060" 8150922 XP 20 3/8' Vertical 283 .027" Max 4 trade size EMT, RMC, and IMC & 5 trade size rigid PVC conduit 8153922 XP 35 3/8° Vertical 5011 .069" Max 4 trade size E,MT 46 trade sax RMC, IMC, and rigid PVC conduit 8294922 SXP 20 3/8" Vertical 283 .027" Max 4 trade size EMI, RMC, and IMC & S trade size rigid PVC conduit 8295922 SXP 35 3/8" Vertical 500 .060" Max 4 trade size EMI 46 trade axe RMC, IMC, and rigid PVC conduit 8293957 SWXP 35 3/8" Horizontal 500 .060" Max 4 trade size EMI & 6 trade axe RMC, IMC, and rigid PVC conduit 8149957 CZ2000 1/4" or 3/8" Onto Vertical Rod UL Listed 4S16 -Cable Hanger, Cat, No. C-Z2000 Plenum Rated, Complies WI NEC Standards Gouge No, 22ge, 2094. 1894, lOge 149a. 12 0a, l/t" 3/16" 1I4 Nominal Decimal Equivalent .030" .036" .046" .060" .075" .105" .125" .188 .250 "SWO 25-380 Maximum pipe rixe in pompositewoodiniotellowed by UL is 3.4/2" UL cnmplionra with NEC Standards, 8W0 25-380 Maximo pipe nice in wood timber or mlxi allowed by ULie4 UL and FM ants were performed in compliance with NFPA t358eteards. Wir SWO 20 Maximum pipe ama in composite wood mist allowed b0 lJL m 21/2 fl Fastening requirement. 5 times weight pfwr tiled schedule 40 pipe plus 250 poundn tin,h ,,,i Ii i - SPECIAL NOTES Engineering Note In 1996, the anchors listed by UL were tested in plate steel that measured 188" and .118. Subsequent testing was done for z-pudin applications in May 1997 using (.037) or 20 gauge steel. Most recently in 2008, testing with the new Sammy X-Prese was completed using (030") or 22 gauge steel metal deck. Sammye Nut Drivers Special nut drivers were designed to be used with Sammys When the appropriate nut drivers are used for installation the driver spins freely on the screw after installation is complete and eliminates the expected wrist snap, reduces over-torque, and prevents screw failure. Steel Screws Due to variations in hardness of certain metals, it should be noted that our self-drilling screws for steel will experience different drill speeds, 500-1500 RPM drill speed should be used. Metric Products Metric versions of the Sammy anchors are available at www.itwbuildex.com Sammy* for Seismic Please visit www.itwbuildex.com for our current Seismic product offerring. Vibratory EnvironmentsV For attaching or anchoring in high vibratory environments, special care should be taken not just for building attachments but also for the hangers or assemblies being supported, Consult local code authorities for accepted anchoring devices. Composite JolstfTruss Truss manufacturers vary installation recommendations for composite joist. UI. testing was completed to validate that Sammys and Sidewinders SWG 20 and SWO 25-380 can be installed into the top cord of a truss. Sammy GST 20 can be installed into the center of the lower cord of a composite joist. Penetration of the upright center web is permitted by some joist manufacturers. Consult truss manufacturer for recommended installation point. Pre-drilling may be required by joist manufacturers. If so, pre-drill pilot hole 1/8" smaller than root diameter of fastener. Consult the table below; Model t Diimeter Hole11 GST2O .182" 1/8" 051 25-380 .280" 7/32" SWG 20 .182" 1/8" SWG 25-380 .280" 7/32' To increase efficiency of the installation process, sleeve tools, bit receivers, and wood bits are available for pre-drilling, NFPAINEC Standards All UI. and FM testing complies with NFPA 13 and NEC standards, Check with your local (AR!) Authority Having Jurisdiction to confirm application and usage. UI. Listings I FM Approvals UI. and FM reports are available at www.itwbuildex.com ALSO L AS COAOJ Mt 0*141 *000*4* ALSO 1*414 *14*080* *0* 01404*0 14*1 Technical Drawings Technical drawings are available and can be downloaded at www.itwbuildex.com in the following formats: .dwg, dxl, and .igs. Made in the U.S.A. Products Et Contact Information Technical Assistance: (800) BUILDEX Option #6 (x 3259) Customer Service: (800) BUILDEX Option #1 Fig 25 - Surge Restrainer Size Range - One size fits 3/4" thru 2" pipe Material Pre-Galvanized Steel Function Designed to be used in conjunction with TOLCOO Band Hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer Is easily and efficiently installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2010 edition, 9.2.3.4.4.1 and 9.2,3,4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals Underwriters' Laboratories Listed only when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and Canada (cUL). Finish - Pre-Galvanized Order By - Figure number and TOLCO band hanger, size from 3/4" thru 2". Patent #5,344,108 COOPER B-UNE 1375 Sampson Ave • Corona, CA 92879 • 800.786.5266 9 FAX: 951.737.0330 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 Dimensions • Weights Rod Max. Rec. Load Lbs. Size For Service Temps 650°F 750°F 3/8 610 540 1/2 1130 1010 5/8 1810 1610 3/4 2710 2420 7/8 3770 3360 Fig 98 Rod Stiffener Component of State of California OSHPD Approved c as Seismic Restraints System Size Range - Secures 3/8" thru 7/8" hanger rod Material - Carbon Steel Function - Secures channel to hanger rod for vertical seismic bracing. 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 - Electro Galvanized Note - Available in HOG finish or Stainless Steel materials. Order By - Figure number Fig. 99 - All Thread Rod Cut to Length Fig. 100 - All Thread Rod Full Lengths Size Range - Secures 3/8" thru 7/8" 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 • Weights Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F 750°F Wt./100 1/4 240 215 12 3/8 610 540 29 1/2 1130 1010 53 5/8 1810 1610 84 3/4 2710 2420 123 7/8 3770 3360 169 1 460 4420 222 11/4 8000 7140 360 11/2 11630 10370 510 D OFFICE/MANUFACTURING FACILITY' 1375 SAMPSON AVE CORONA, CA 9779 . PH 951737-5599 • FAXi 951.737.0330 CUSTOMER SERVICE 800.786.9966 wwwtQICfJcQffl F. 200-2I2 to 2004 Fig, 200 Fig. 2005 Fla. 200 - "Trimline" Adjustable Rand Hanuer (Conner B-Line Fin. B317flNF Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining (Cooper B-Line Fig. B3170NFF Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (Cooper B-Line Fig, B317QNFC) Fig. 200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut Size Range; Fig. 200 - 1/2;' (15mm) thru 8" (200mm) pipe Material: Steel, Pre-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" (15mm) thru 2" (50mm)) 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 easily /44 j installed around pipe. For hanger with non-captured nut order Fig. 2008. (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed, Approvals; Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Fig 20I to 200.2 Factory Mutual Engineering Approved (FM) (20mm) thru 8" 200m4 Conforms to Federal Specifications WW-H-171 E & A-A-1 192A, Type 10 and Manufacturers Standardization Society ANSVMSS SP-6$ & $P-58, Type 10. Maximum Temperature: 650F (343C) Finish: Pre-Galvanized, Stainless Steel j. materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Figure number and pipe size Designed to meet or exceed requirements of FMDS2-0. Fig, 200C Fig. 200F 200-'/z Pipe 1/2" Size (15) Rod Size 3/8 -16 Ii. IIffi11 31/8 (79.4) -r- 2/8" (66.7) Approx. W I I ii (5.0) 200-I4 3/4" (20) /8'-16 31/8" (794) 21/2" (63.5) 11 (5.0) - 200-1 1" (25) I8"-16 3/8" (85.7) 2 /8' (66.7) 12 (5.5) - 200_1114 11/4" (32) I8"-16 33/4" (94.0) 218" (73.0) 13 (5.9) 200.11/2 11/2" (40) /'-16 3/8" (98.4) 2/a" (73.0) 14 (8.4) 200-2 (50) /e"-16 41/2" (114.3) (7613) 15 (6.9) 200-21/2 21/2' (65) 3/s' 16 55/3" (1429) 41/8 (1047) 27 (123) 200-3 3" (75) /8"-16 5/" (149.1) 4" (10t6) 29 (13.3) 200.31/2 31/2" (90) /8'-16 73/s" (187,3) 51/4" (133.3) 34 (15,6) 200-4 4" (100) /8"-16 73/8" (187.3) 5" (127.0) 35 (16.0) 200-5 5' (125) 1/2"-13 91/8" (231.8) 61/4' (1587) 66 (302) 200-6 6" (150) 1/2 .13 101/8" (257.2) 6i4' (171,4) 73 (33.4) 200-8 8" (200) /2"-13 131/8" (333.4) 8t4" (222.2) 136 (62.3) All dimensions In charts and on drawings are in inches. Dimensions shown In parentheses are in millimeters unless otherwise specified. PP_ 00 COOPER B-Line Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: (1/2" (15mm) thru 2" 5Qmm) 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 easily installed around pipe. (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (z00mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved /4" (20mm) thru 8" 200mm). Conforms to Federal Specifications WW-H-171E & A-A-1192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10, Maximum Temperature: 650°F (343°C) Finish: Pro-Galvanized, Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Figure number and pipe size Designed to meet or exceed requirements of FM DS 2-0. Fig. 200M - "Trimline" Adjustable Band Hanger for Metric Rod Size Range: Fig, 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pre-Galvanized to G90 specifications F18 200-1/2,2W314 Fie 200.2112 to 200-8 Part No. 200M8-1/2 I Pipe Size 1/2" (15) Rod Size M8 I A 31/8" (79A) r 2/° B (667) Approx. I.!. , 11 (50) 200M10-1/2 1/2" (15) M10 3118 (79.4) 2 /8" (66.7) 11 (5.0) 200M8-3/4 3/4' (20) MB 31/8' (79.4) 21/2' (635) 11 (50) 2001410-3/4 3/4' (20) M10 31/8" (79,4) 21/2' (63.5) 11 (5.0) 2001018-1 1' (25) M8 3I8' (85.7) 2f (66.7) 12 (5.5) 200M1-1 1 (25) M10 3f8 (85.7) 2/8' (66.7) 12 (5.5) 2001018-11/4 11/4 (32) MB 33f4" (94.0) 2/8' (73.0) 13 (5.9) 200M10-11/4 11/4' (32) M10 33/4" (94.0) 2/8" (73.0) 13 (59) 200M8-11/2 11/2 (40) MB 3I8' (86.4) 2/8' (73,0) 14 (6.4) 200M10-11/2 1112' (40) M10 3/8" (98.4) 2/t' (73.0) 14 (6.4) 2001018-2 2" (50) MB 41/2' (114.3) 3 (76.3) 15 (6.9) 200M10-2 2" (50) M10 41/2° (114.3) 3' (76.3) 15 (6.9) 200M-2112 21/2 ' (65) M10 5/a' (142.9) 41/8" (104.7) 27 (12.3) 200M-3 3" (75) M10 5/8" (149.1) 4' (101.6) 29 (13.3) 200M-31/2 31/2 ' (90) M10 7f8" (187.3) 51/4' (133,3) 34 (15.6) 200M-4 4° (100) M10 74° (1873) 5' (127,0) 35 (16.0) 200M-5 5" (125) M12 91/8° (231,8) 61/4" (158.7) 66 (30.2) 200M-6 6' (150) M12 101/8" (257.2) 6/4 (171,4) 73 (33.4) 200M-8 8" (200) M12 131/8' (333.4) 3f4 (222.2) 136 (62.3) All dimensions in charts and on drawings are In inches. Dimensions shown In parentheses are in millimeters unless otherwise specified. NIP- to COOPER B-Line Fig. 200H - Heavy Duty Band Hanger (For Trapeze) 14% TI S iL!..] Size Range: 2" (50mm) thru 4" (100mm) trapeze pipe size. Material: Steel - Pre-Galvanized to G40 Spec Function; Designed primarily to support substantially heavier loads than is normally intended for the nominal hanger size. Used extensively to support trapeze installations and the increased loads from both above and below the trapeze assembly. Features: Furnished with /e'-16 or 1/2"..13 adjusting threaded ring nut, Approvals: Underwriters Laboratories listed in the USA (UL) and Canada** (cUL). Conforms to Federal Specification WW-H-171 E & A-A-1192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10, Maximum Temperature: 650°F (343°C) Finish: Pro-Galvanized Order By; Figure number, pipe size and rod size. Important Design Note. Because of the increased loads applied to the trapeze assembly, both the upper trapeze supports as well as the lower hanging unit must be able to hold the maximum loads intended. Part No. I 200H-2-3/8 I . in. ' 2" (MM) (50) /8'-16 in.Q ' 4/16' (115.9) Ti. D ' 37/32"T(81,7) Approx. 1)Y1 II I ' 48 (21.8) 200H-2-1/2 2' (50) 1/2"_13 4/32" (119.8) 33/s" (85.7) 45 (20.4) 200H-21/2-3/8 21/2' (65) /8-16 5f16' (134,9) 323/32 (94.4) 59 (26.7) 200H-2112-1 12 21/2" (65) 1/2".13 515/32" (138,9) 37/8 ' (98.3) 56 (25.4) 200H-3-3/8 3' (75) I811 -16 53/4' (146.0) 327/32' (97.6) 63 (28.6 200H-3-112 3" (75) 1/2 .13 57/8" (148,1) 331/32" (100.8) 60 (27.2) 200H-4-3/8 4" (100) 3I8-16 6/" (174,6) 4/16" (112.7) 76 (34.5) 200H-4-1/2 4" (100) 1/2'L13 71/32' (178.6) 419/32' (1116.7) 73 (33.1) ° Select trapeze pipe size based on section modulus required for span of trapeze per information provided in NFPA 13, ** All sizes are UL Listed to support up to 8" pipe at max spacing per NFPA 13. For 6" (150mm) and 8" (200mm) trapeze pipe, consult factory. All dimensions in charts and on drawings are In inches. Dimensions shown In parentheses are In millimeters unless otherwise specified. COOPER B-Line Specifications Appearance: Dense, paste like consistency and is light brown or tan in color. Contains: Potassium Oleate, Propylene Glycol and Mica. Contains NO PETROLEUM. Packaging: 21b (1-quart approx.) 55-gl drum (400 lbs. approx.) See Material Safety Data Sheet for additional safety and disposal information at www.fppi.com CAUTION: Eye irritant. Avoid contact with eyes. Wash thoroughly after use. Design Criteria/Data Water dispersible Applies equally well to wet or dry surfaces Suitable for all types of pipe lines, including potable water Excellent working range -10° to 1500 Will not support bacteria Will not deteriorate natural or Synthetic rubber, plastic gaskets or caston iron pipe FGG/BM/CZM System Compatible Program Certified to NSFIANSIStd 61 -G *FBC System Compatible indicates this product has been tested by Lubrizol Advanced Materials and is monitored on an on going basis to assure chemical compatibility with FlowGuard Gold®, BlazeMaster, and Corzan® pipe and fittings. Application LubeFit® should be applied in an even and thin amount over the parts to be lubricated. Avoid applying excessive amounts. The best applicaion is achieved when applying by hand. Clean all dirt, burrs and foreign matter from the joint surfaces. Make certain the gasket is properly located. Apply an even coating of lubricant to all fitting surfaces and gasket. Assemble the joint according to the pipe fitting manufacturer's directions. Disclaimer DO NOT ALTER THE CONSISTENCY OF THIS PRODUCT. Use as is directly from the container. Keep away from your mouth and eyes. If eye contact occurs, fl ush with water for 5 minutes. If discomfort persists get medical attention. *Will stain untreated porous surfaces such as concrete if not cleaned from the surface immediately. Description LubeFit® is a vegetable fiber based lubricant for all gasketed fittings, including grooved couplings for fire sprinkler systems. It is non staining* and does not support bacterial growth. LubeFit® can be easily applied in temperatures from -10°F to 150°F. LubeFit® is non-toxic and water soluble. Under normal conditions, LubeFit® is not harmful to the skin. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL + 1760 599-1168 + 1800344-1822 FAX + 1 800 344-3775 © 2012 Fire Protection Products, Inc. FPPI®, LubeFtO are registered trademarks of Fire Protection Products, Inc. FGG/BM/CZ', Blaze-Master", FlowGuard Golds and Corzan® are registered trademarks of Noveon IP Holdings Corp. Nu LA MADE IN U.S.A. Description Pipefit® Thread Sealing Paste with PTFE is a premium non-hardening PTFE filled pipe thread sealing paste designed specifically for the fire sprinkler industry. Pipefit is suitable for use on all threadable materials commonly used in fire sprinkler systems, including CPVC. Pipefit's unique blend of materials provides superior thread sealing qualities over other similarly priced sealants. The particulate PTFE also helps prevent leaks by accumulating in the voids of damaged or defective threads of the pipe or fittings. Additionally, the lubricating qualities of the PTFE and other materials in the sealing paste improve thread seating during pipe and fitting assembly. Pipefit® also adheres well to hot oily pipe present in "high speed' fabrication operations. - Design Criteria/Data Recommended Use Water Air Refrigerants Natural Gas Mild caustics Steam Kerosene LP Gases Acids Gasoline Diesel Fuel Ammonia Use for threaded connections on steel, aluminum, brass, PVC, CPVC and ABS. Operating temperature ranges -50 f to 500 f. *FBCTM System Compatible indicates this product has been tested by Lubrizol Advanced Materials and is monitored on an on going basis to assure chemical compatibility with FlowGuard Gold®, BlazeMaster, and Corzan® pipe and fittings. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL + 1760 599-1168 +1800344-1822 FAX + 1 800 344-3775 Installation Make sure that the threads are free from burs and other debris. Apply Pipefit® liberally to the male pipe threads. Make sure that the thread sealant is brushed into the "root" of the threads. Do not wipe off excess material until fitting has been "made on" to the pipe thread. The threading action of the fitting to the pipe will allow the proper amount of sealant to remain in the connection. Wipe off excess sealant. Pipef it® will not dry out under normal conditions. Never use dope and tape together. Keep covered when not in use to avoid contamination. Some settling of the product may occur. Occasional stirring may be necessary. Two year shelf life. Disclaimer DO NOT ALTER THE CONSISTENCY OF THIS PRODUCT. Use as is directly from the container. Keep away from your mouth and eyes. If eye contact occurs, flush with water for 5 minutes. If discomfort persists get medical attention. Specifications Appearance: Dense, paste-like consistency, off white in color. Packaging: 16 oz. brush in cap 32 oz. 32 oz. BIG 1 gl. 5g1. 55 gl. CAUTION: See MSDS for first aid instructions. Wash hands thoroughly after each use. See Material Safety Data Sheet for additional safety and disposal information at www.fppi.com Nu © 2012 Fire Protection Products, Inc. FPPf, LubeFit are registered trademarks of Fire Protection Products, Inc. LA FBC', BlazeMaster', FlowGuard Golds and Coizan® are registered trademarks of Noveon IP Holdings Corp. MADE IN U.S.A. ã 11(11 'A - Spears Compatible indicates that ThreadFit CLEAR has been tested by Spears Manufacturing to be compatible with Flameguard pipe and fittings. F P P I Description ThreadFit° CLEAR Thread Cutting Oil for Sprinkler Pipe is an excellent heavy duty, light colored cutting oil for all typos of ferrous metal. It's special combination of anti-wear and anti-weld additives provides all the necessary lubricity and cooling modern pipe threading operations require. This balanced combination of additives will help improve die life and thread quality over other cutting oils and is Chlorine free, ThreadFit Clear's low smoke/ low odor formulation makes it ideal for use in high speed threading applications. Features Heavy Duty Cutting Oil Excellent Tool Life Chlorine Free All types of ferrous metal or pipe Improved Surface Finish Low Odor Low Smoke nrVA SYSTEM COMPATIBLE *FBC System Compatible indicates this product has been tested by Lubrizol Advanced Materials and is monitored on an on going basis to assure chemical compatibility with FlowGuard Gold°, BlazoMaster, and Corzan® pipe and fittings. 3198 LIONSHEAD AVE CARLSBAC, CA 92010 TEL +1 760 5991168 + 1 800 344'1822 FAX + 1 800 3443775 Installation ThreadFitO can be used in automatic and hand held applicators. Fill oil reservoir according to equipment manufacturers specifications. Mixing of different types of threading oils is not recommended. DO NOT ALTER THE CONSISTENCY OF THIS PRODUCT. Use as is directly from the container. Change oil regularly for optimum performance. Contains petroleum oil. Avoid breathing mists or vapors. Avoid eye contact and prolonged or repeated contact with skin. Wear safety glasses or goggles. Use good personal hygeine. Dispose of used oil in accordance with all local, State and Federal ordinances and regulations. Consult Material Safety Data Sheets for additional safety and handling Information. DO NOT MIX WITH OTHER THREAD CUTTING OILS OR CONTAMINANTS. Specifications Appearance; Clear amber liquid. Packaging; 1 gl. (6/case) 5g1. Pail 55-gi drum 275-gl tote CAUTION: Skin contact: wash thoroughly with soap and water. Eye contact: flush eyes with water for at least 15 minutes and seek medical attention. Ingestion: consult a physician immediately. Inhalation; move affected person(s) to fresh air and seek medical attention. See MSDS for first aid instructions. Spill or Leak: Soak up with an oil absorbent compound. Follow all state, local, Federal regulations for disposal. Don't pollute. Conserve our resources-Please recycle this container. See Material Safety Data Sheet for additional safety and disposal information at www.fppi.com This product is registered with CHEMTREC, a 24-hour emergency hotline. They may be reached at 1 800 424-9300, © 2013 Fire Protection Products, Inc. FPPI®, ThreadFlt are registered trademarks of Fire Protection Products, Inc. 1L'ALLYM9 a a 101111111