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3142 TIGER RUN CT; ; AS070181
7/10/24, 9:30 AM AS070181 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS070181 Job Address: 3142 TIGER RUN CT Status: ISSUED Permit Type: SPRINK Applied 7/12/2007 Parcel No: 2210140400 Approved: 7/12/2007 Lot #: 0 Reference No.: Issued: 7/12/2007 PC #: Inspector: Project Title: GREYHAWK BUSINESS PARK THREE FIRE SPRINKLER INSPECTIONS @ $62/EA Applicant: Owner: PRO-TECH FIRE PROTECTION SYSTEMS PALOMAR MELROSE L L C CORP C/O ARNEL DEVELOPMENT SUITE G 949 S COAST DR #600 179 ROYMAR RD. COSTA MESA CA OCEANSIDE, CA 760-722-2455 Fees ($) --- Add'I Fees ($)Total Balance 186 L 0 186 0 about:blank 1/1 Contractor's Material and Test Certificate for Aboveground piping 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 shalt be filled out and signed by both representatives. Copies shalt be prepared for approving authorities, owners and Contractor. It is understood the owner's representatives 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: Palomar Forum Building. JDATE: •3ó..j L, 17 PROPERTY ADDRESS: 3142 f1gerRüiiCoUit;CarlsbadCA 1 PLANS ACCEPTED BY APPROVING AUTHORITIES (NAMES): Carlsbad Fire Dept. ADDRESS: 1835 Faraday Ave., Carlsbad, CA INSTALLATION CONFORMS TO ACCEPTED PLANS Lj YES LI NO EQUIPMENT USED IS APPROVED El YES El NO IF NO1 EXPLAIN DEVIATIONS: INSTRUCTIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? El YES []NO IF NO, EXPLAIN HAVE COPIES OF THE FOLLOWING BEEN LEST ON THE PREMISES: Ld YES II NO SYSTEM COMPONENTS INSTRUCTIONS El YES El NO CARE AND MAINTENANCE INSTRUCTIONS El YES El NO NFPA25 21 YES LOCATION OF SYSTEM SUPPLIES BUILDINGS: SPRINKLERS MAKE MODEL YEAR OF MANUFACTURI ORIFICE SIZE QUANTITY TEMPERATURE RATING Tyco TY-FRL 681.1 2007 3/4 223 212 Tyco TY-FRL 3221 2007 1/2 151 165 Tyco TY-FRL 3221 2007 1/2 123 165 Tyco ry-FRI. 3121 2007 1/2 6 212 PIPE AND FITTINGS Type of Pipe: Sch 40, Sch 10, Dyne-Flow Dyne-Thread Type of Fitting: Grooved, Ci/Di Threaded ALARM VALVE OR FLOW INDICATOR ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST CONNECTION TYPE MAKE MODEL MIN SEC Flow Switch Potter Electric VSF-R DRY PIPE OPERATING TEST _IXPLAI DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SEIACNO. TIME TO TRIP THROUGH TEST CONNECTION W&TER PRESP.E AIR PRESSURE TRIP POINT AIR PRESs3g T1MJWA1ER '--REACHED TEST OUTLET ALARM OPERATED PROPERLY MIN SEC PSI '-.PSI -I MIN ISEC YES I NO Without O.O.D. With Q.O.D. Li PNEUMATIC Li ELECTRIC [I] HYDRAULIC PIPING SUPERVISED 4,J.Ys Lj NO DETECTING MEDIA SUPERVID—fl YES LI NO DOES VALVE OPERATE FROM THE MftALIP AND/OR REMOTE CONTROL ST NS fl y 11 NO DELUGE AND IS THERE AN ACCESSIBLE FACILITY IN EACH CIR TESTING IF NO, EXPLAIN PREACTION VALVES El YES DOES CUlT OPERATE DOES EACH CIRCUIT----_ MAXIMUM TIME TO MAKE MODEL ERVISION LOSS ALARM? OPERATE VALVE RELEASE? RATE RELEASE YES NO YES NO MIN. SEC PRESSURE LOTION SETTING STATIC PRESSURE RESIDUAL PRESS E REDUCING & FLOOR MODEL ING) VALVE TEST OUT I OUTLET (PSI) FLOW (GPM) HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bars) for two hours or 50 pai (3.4 bars) above TEST DESCRIPTION static pressure In excess of 150 psi (10.2 bars) for two flours. Differential dry-pipe valve clappers shall be left open during test to prevent damage. All abovegroung piping leakage shall be stopped. PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop which shall not exceed 1-1/2 psi (.01 bars) in 24 hours. Teat pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1-1/2 psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT 200_ PSI FOR _.HRSj DRY PIPING. PNEUMATICALLY TESTED El YES Li NO IF NO, STATE REASON N/A EQUIPMENT OPERATES PROPERLY I Li 't's []NO DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE OR TEST DERIVATIVES OF SODIUM SILICATE, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS? 21. YES NO DRAIN I READING OF GAGE LOCATED NEAR WATER. . RESIDUAL PRESSURE WITH VALVE IN TEST TEST SUPPLY TEST CONNECTION: PSI CONNECTION OPEN WIDE PSI UNDERGROUND MAINS AND LEAD IN CONECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MAKE TO SPRINKLER PIPING. . VERIFIED BY COPY OF THE U FORM NO. 65B YES FIND . OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER- GROUND SPRINKLER PIPING . LiVES NO IF POWDER-DRIVEN FASTENERS ARE USED IN CONCRETE, HAS REP- RESENTATIVE SAMPLE TESTING BEEN SATISFACTORILY COMPLETED? Li YES Li NO IF NO, EXPLAIN BLANK TESTING NUMBER USED . NUMBER REMOVED GASKETS 0 =CATIONS WELDED PIPING LJ YES Li NO IF YES... • DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS DI0.9, LEVEL AR-3? Li YES Li NO DO YOU CERITIFY THAT THE WELDING WAS PREFORMED BY WELDERS QUALIFIED IN WELDING COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? YES Li NO DO YOU CERITIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO ENSURE THAT ALL DISCS ARE • RETRIEVED. THAT OPENINGS IN PIPING ARE SMOOTH. THAT SLAG AND OTHER . WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? . . . . . . LIVES NO CUTOUTS DO YOU CERITIFY THE YOU HAVE KCONTROL FEATURE TO ENSURE THAT ALL (DISCS) CUTOUTS (DISCS) ARE RETRIEVED? . . Li YES Li NO HYDRAULIC NAME PLATE PROVIDED IF NO, EXPLAIN DATA NAMEPLATE Li YES Li NO DATE LET IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NtO.a Sci • NAME UI- SfNINKLbN CUN I NAU [UN PRO-TECH FIRE PROTECTION SYSTEM CORP. TESTS WITNESSED BY SIGNATURES FO PROPERTY 0 IG ED TITLE DATE /AJ-4c L' SPRIN . tLEk CONTRA R IGNED) TITLE DAT 4 (-- ArP r'4pI I hkJ 20 €1 ADDITIONAL EXPLANATION ANO NOTES BMI HYDB T SHEET 4p Name: PALOMAR FORUM BUSSINESS PARK Date: June 28, 2007 Location: LOT801 NATIONAL S 1,2 & 8 (PHASE I), EAGLE DRIVE System No.: CALSBAD, CA 92009, BUILDING H: 3142 TIGER RUN CT. Contract No.: Building: H Drawing No.: Contractor: Calculated by: SEFP File Name: REMOTE AREA 1 .45 EH.the Construction: FJ Combustible 0 Noncombustible Ceiling Height: 20-9 ft Occupancy: EXTRA HAZARD GROUP I (NO STORAGE OVER 12'-0") AHJ: CARLSBAD FIRE DEPARTMENT SYSTEM DESIGN E1 NFPA 13: 0 Light Hazard 0 Ordinary Hazard Group: II Extra Hazard Group: Figure: Curve:. E] Other (Specify): F1 Specific Rulling: Made By: Date: Area of Sprinkler Operation: 3, 018 sqft System Type: 0 Wet 0 Dry 0 Deluge 0 Pre-Action Density: .45 gpm/sqft Area per Sprinkler: 88 sqft SPRINKLER or NOZZLE Hose Allowance Inside: gpm Make: TYCO Model: TY-5811 Hose Allowance Outside: 500 gpm Size: 3/4" in K-factor: 11.2 Rack Sprinkler Allowance: gpm Temperature Rating: 212 OF CALCULATION SUMMARY Flow Required: 2,091.04 gpm Pressure Required: 86.74 psi At: SCR 'C' Factor Used: Overhead: 120 Underground: 100/150 WATER SUPPLY WATER FLOW TEST PUMP DATA TANK OR RESERVOIR Date: Rated Capacity: gpm Capacity: gals Time: At: psi Elevation: ft Static: 125 psi Elevation: ft Residual: 20 psi WELL Flowing: 5390 gpm Proof Flow: gpm Elevation: 12.5 ft Location: Source of Information: COMMODITY STORAGE Commodity: Class: Location: Storage Height: Area: Aisle Width: Storage Method: Solid Pile: % Palletized: Rack: % RACK STORAGE Single Row 0 Conventional Pallet Double Row 0 Slave Pallet E] Multiple Row FLUE SPACING Longitudinal: in Transverse: Horizontal Barriers Provided: E] Automatic Storage 0 Encapsulated O Solid Shelving 0 Nonencapsulated 0 Open CLEARANCE FROM TOP OF STORAGE TO CEILING in ft in File: REMOTE AREA 1 .45 EH.the Page 1 of 3 Node Pressure Flow Hose Elevation K-factor Area Density psi gpm gpm feet gpm/(psi)1/2 sqft gpm/sqft SCR 86.74 2,091.04 12.500 Source U 92.12 0.00 -3.000 Ui 90.14 0.00 -3.000 UG 88.21 0.00 -3.000 UG1 86.74 0.00 -3.000 UG2 81.28 0.00 -3.000 BF1 83.66 0.00 3.000 BF2 79.53 0.00 3.000 Dl 78.59 0.00 -3.000 BOR 75.41 0.00 1.000 TOR 68.06 0.00 17.250 21 43.45 0.00 17.250 22 43.45 0.00 17.250 23 43.45 0.00 17.250 24 43.45 0.00 17.250 25 43.45 0.00 17.250 26 43.45 0.00 17.250 30 59.42 0.00 17.250 31 52.21 0.00 17.250 32 49.46 0.00 17.250 33 47.82 0.00 17.250 34 46.94 0.00 17.250 35 46.51 0.00 17.250 36 46.38 0.00 17.250 41 15.18 0.00 17.250 42 15.19 0.00 17.250 43 15.24 0.00 17.250 44 15.36 0.00 17.250 45 15.60 0.00 17.250 46 15.72 0.00 17.250 131 43.28 0.00 19.420 132 42.54 0.00 19.420 133 42.26 0.00 19.420 134 42.01 0.00 19.420 135 42.52 0.00 18.750 136 43.00 0.00 18.750 Si 13.62 0.00 19.420 S2 13.54 41.21 19.420 11.20 88.00 0.468 S3 13.53 41.20 19.420 11.20 88.00 0.468 S4 13.54 41.22 19.420 11.20 88.00 0.468 S5 13.63 41.35 19.420 11.20 88.00 0.470 S6 13.81 41.62 19.420 11.20 88.00 0.473 S7 14.23 42.25 19.420 11.20 88.00 0.480 S8 14.89 43.22 19.420 11.20 88.00 0.491 S9 15.80 44.52 19.420 11.20 88.00 0.506 S10 16.56 45.58 19.420 11.20 88.00 0.518 Sill 18.34 0.00 19.420 S12 13.26 0.00 19.420 S13 13.14 40.60 19.420 11.20 88.00 0.461 06/28/07 "THE" Sprinkler Program 2001 File: REMOTE AREA 1 .45 EH.the Page 2 of 3 Node Pressure Flow Hose Elevation K-factor Area Density psi gpm gpm feet gpm/(psi)1/2 sqft gpm/sqft S14 13.11 40.55 19.420 11.20 88.00 0.461 S15 13.11 40.55 19.420 11.20 88.00 0.461 S16 13.16 40.62 19.420 11.20 88.00 0.462 S17 13.28 40.81 19.420 11.20 88.00 0.464 S18 13.59 41.29 19.420 11.20 88.00 0.469 S19 14.13 42.10 19.420 11.20 88.00 0.478 S20 14.88 43.21 19.420 11.20 88.00 0.491 S21 15.52 44.13 19.420 11.20 88.00 0.501 S22 17.06 0.00 19.420 S23 12.99 0.00 19.420 S24 12.82 40.11 19.420 11.20 88.00 0.456 S25 12.77 40.02 19.420 11.20 88.00 0.455 S26 12.77 40.02 19.420 11.20 88.00 0.455 S27 12.79 40.06 19.420 11.20 88.00 0.455 S28 12.88 40.19 19.420 11.20 88.00 0.457 S29 13.13 40.58 19.420 11.20 88.00 0.461 S30 13.57 41.26 19.420 11.20 88.00 0.469 S31 14.22 4223 19.420 11.20 88.00 0.480 S32 14.78 43.05 19.420 11.20 88.00 0.489 S33 16.13 0.00 19.420 S34 12.79 0.00 19.420 S35 12.59 39.74 19.420 11.20 88.00 0.452 S36 12.51 39.62 19.420 11.20 88.00 0.450 S37 12.50 39.60 19.420 11.20 88.00 0.450 S38 12.51 39.61 19.420 11.20 88.00 0.450 S39 12.57 39.71 19.420 11.20 88.00 0.451 S40 12.77 40.02 19.420 11.20 88.00 0.455 S41 13.14 40.60 19.420 11.20 88.00 0.461 S42 13.70 41.45 19.420 11.20 88.00 0.471 S43 14.19 42.20 19.420 11.20 88.00 0.479 S44 15.41 0.00 19.420 S45 21.64 52.10 18.750 11.20 88.00 0.592 S46 22.29 52.87 18.750 11.20 88.00 0.601 S47 22.41 0.00 9.000 S48 22.95 0.00 9.000 S49 23.49 0.00 9.000 S50 24.59 0.00 9.000 S51 24.46 0.00 9.000 S52 24.46 0.00 9.000 S53 25.20 0.00 9.000 S54 26.18 0.00 9.000 S55 27.17 0.00 9.000 S56 27.66 0.00 9.000 S57 28.64 0.00 9.000 Li 18.19 0.00 18.750 L2 18.72 0.00 18.750 L3 19.26 0.00 18.750 L4 20.23 0.00 18.750 L5 20.37 0.00 18.750 06/28/07 "THE Sprinkler Program 2001 File: REMOTE AREA 1 .45 EH.the Page 3 of 3. Node Pressure Flow Hose Elevation K-factor Area Density psi gpm gpm feet gpm/(psi)½ sqft gpm/sqft L6 20.23 0.00 18.750 L7 20.98 O.OG 18.750 L8 21.96 0.00 18.750 L9 22.94 0.00 18.750 L10 23.43 0.00 18.750 Lii 24.41 0.00 18.750 06/28/07 "THE" Sprinkler Program 2001 File: REMOTE AREA 1 .45 EH.the Page 1 of 10 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL SCR 2,091.04 Source 12.50 86.74 7.980 40.000 0.014 U 0.00 -3.00 92.12 150 T 52.855 -6.72 1,591.04 10.21 92.860 1.34 U 0.00 -300 92.12 7:980 360.000 0.005 Ui 0.00 -3.00 90.14 150 T 52.855 0.00 877.45 5.63 412.860 1.98 Ui 0.00 -3.00 90.14 7.980 320.000 0.005 UG 0.00 -3.00 88.21 150 T E 80.038 0.00 877.45 5.63 400.040 1.92 U 0.00 -3.00 92.12 7.980 1,110.000 0.003 UG 0.00 -3.00 88.21 150 3E 81.548 0.00 713.59 4.58 1,191.550 3.90 UG 0.00 -3.00 88.21 7.980 16.000 0.014 UG1 0.00 -3.00 86.74 150 T GV E 86.078 0.00 1,591.04 10.21 102.080 1.47 UG1 0.00 -3.00 86.74 7.980 6.000 0.014 BFi 0.00 3.00 83.66 150 E 27.183 2.60 1,591.04 10.21 33.180 0.48 BFi 0.00 3.00 83.66 7.980 6.000 0.014 BF2 0.00 3.00 79.53 150 E 27.183 0.00 1,591.04 10.21 33.180 4.13 The Flow Dependent Pressure Loss Device in this pipe accounts for 3.65 psi of the total friction loss. BF2 0.00 3.00 79.53 7.980 6.000 0.014 UG2 0.00 -3.00 81.28 150 T 52.855 -2.60 1,591.04 10.21 58.860 0.85 UG2 0.00 -3.00 81.28 7.980 105.000 0.014 DI 0.00 -3.00 78.59 150 3E 81.548 0.00 1,591.04 10.21 186.550 2.69 Dl 0.00 -3.00 78.59 8.510 12.000 0.022 BOR 0.00 1.00 75.41 100 3E 52.680 1.73 1,591.04 8.97 64.680 1.45 BOR 0.00 1.00 75.41 8.249 16.250 0.019 TOR 0.00 17.25 68.06 120 0.000 7.04 1,591.04 9.55 16.250 0.30 TOR 0.00 17.25 68.06 6.403 99.080 0.064 30 0.00 17.25 59.42 120 2E 36.464 0.00 1,591.04 15.85 135.540 8.64 06/28/07 "THE" Sprinkler Program 2001 File: REMOTE AREA 1 .45 EH.the Page 2 of 10 Node Node Node Flow Node Flow Pipe Flow K-factor Elevation K-factor Elevation Pressure Pressure Diameter HWC Velocity Fittings Length Fric Loss, Eqv Length Elev Loss Ttl Length Ttl FL 30 0.00 17.25 59.42 4.310 2.500 0.438 31 0.00 17.25 52.21 120 E 13.937 0.00 1,591.04 34.99 16.440 7.21 31 0.00 17.25 52.21 4.310 10.000 0.275 32 0.00 17.25 49.46 120 0.000 0.00 1,236.22 27.19 10.000 2.75 32 0.00 17.25 49.46 4.310 10.080 0.163 33 0.00 17.25 47.82 120 0.000 0.00 932.75 20.51 10.080 1.65 33 0.00 17.25 47.82 4.310 10.000 0.088 34 0.00 17.25 46.94 120 0.000 0.00 668.90 14.71 10.000 0.88 34 0.00 17.25 46.94 4.310 11.170 0.038 35 0.00 17.25 46.51 120 0.000 0.00 425.21 9.35 11.170 0.43 35 0.00 17.25 46.51 4.310 13.000 0.010 36 0.00 17.25 46.38 120 0.000 0.00 201.20 4.42 13.000 0.12 31 0.00 17.25 52.21 2.703 2.170 0.265 131 0.00 19.42 43.28 120 T E 27.976 0.94 354.83 19.84 30.150 7.99 32 0.00 17.25 49.46 2.703 2,170 0.198 132 0.00 19.42 42.54 120 T E 27.976 - 0.94 303.47 16.97 30.150 5.98 33 0.00 17.25 47.82 2.703 2.170 0.153 133 0.00 19.42 42.26 120 T E 27.976 0.94 263.85 14.75 30.150 4.62 34 0.00 17.25 46.94 2.703 2.170 0.132 134 0.00 19.42 42.01 120 T E 27.976 0.94 243.69 13.62 30.150 3.99 35 0.00 17.25 46.51 2.703 1.500 0.113 135 0.00 18.75 42.52 120 T 27.976 0.65 224.01 12.52 29.480 3.34 36 0:00 17.25 46.38 2.703 1.500 0.093 136 0.00 18.75 43.00 120 T E 27.976 0.65 201.20 11.25 29.480 2.73 06/28/07 "THE" Sprinkler Program 2001 File: REMOTE AREA 1 .45 EH.the Node Node Flow K-factor Elevation Pressure Diameter Node Node Flow K-factor Elevation Pressure HWC Fittings Pipe Flow Velocity 21 0.00 17.25 43.45 6.403 22 0.00 17.25 43.45 120 31.84 0.32 22 0.00 17.25 43.45 6.403 23 0.00 17.25 43.45 120 37.53 0.37 23 0.00 17.25 43.45 6.403 24 0.00 17.25 43.45 120 22.62 0.23 24 0.00 17.25 43.45 6.403 25 0.00 17.25 43.45 120 3.62 0.04 25 0.00 17.25 43.45 6.403 26 0.00 17.25 43.45 120 13.23 0.13 41 0.00 17.25 15.18 4.310 42 0.00 17.25 15.19 120 59.19 1.30 42 0.00 17.25 15.19 4.310 43 0.00 17.25 15.24 120 135.26 2.97 43 0.00 17.25 15.24 4.310 44 0.00 17.25 15.36 120 224.00 4.93 44 0.00 17.25 15.36 4.310 45 0.00 17.25 15.60 120 323.86 7.12 45 0.00 17.25 15.60 4.310 46 0.00 17.25 15.72 120 187.97 4.13 21 0.00 17.25 43.45 2.703 131 0.00 19.42 43.28 120 3T 5E 31.84 1.78 22 0.00 17.25 43.45 2.703 132 0.00 19.42 42.54 120 2T 6E 5.69 0.32 Page 3 of 10 Length Fric Loss Eqv Length Elev Loss Ttl Length Ttl FL 7.000 0.000 0.000 0.00 7.000 0.00 12.000 0.000 0.000 0.00 12.000 0.00 6.920 0.000 0.000 0.00 6.920 0.00 10.420 0.000 0.000 0.00 10.420 0.00 12.670 0.000 0.000 0.00 12.670 0.00 11.000 0.001 0.000 0.00 11.000 0.01 11.000 0.005 0.000 0.00 11.000 0.05 11.000 0.012 0.000 0.00 11.000 0.13 10.000 0.023 0.000 0.00 10.000 0.23 15,000 0.008 0.000 0.00 15.000 0.13 150.500 0.003 102.579 -0.94 253.080 0.78 167.500 0.000 93.253 -0.94 260.750 0.03 06/28/07 THE' Sprinkler Program 2001 File: REMOTE AREA 1 .45 EH.the Page 4 of 10 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL 23 0.00 17.25 43.45, 2.703 189.580 0.001 133 0.00 19.42 42.26 120 3T 9E 139.880 0.94 14.91 0.83 329.460 0.25- 24 0.00 17.25 43.45 2.703 246.080 0.001 134 0.00 19.42 42.01 120 5T 9E 177.181 0.94 19.00 1.06 423.260 0.50 25 0.00 17.25 43.45 2.703 225.500 0.001 135 0.00 18.75 42.52 120 3T E 65.277 0.65 16.85 0.94 290.780 0.27 26 0.00 17.25. 43.45 2.703 251.250 0.001 136 0.00 18.75 43.00 120 3T 3E 83.928 -0.65 13.23 0.74 335.180 0.20 131 0.00 19.42 43.28 2.703 65.420 0.223 Sil 0.00 19.42 18.34 120 5E 46.627 0.00 322.98 18.06 112.050 24.94 Sil 0.00 19.42 18.34 2.703 8.000 0.223 S10 45.58 11.20 19.42 16.56 120 0.000 0.00 322.98 18.06 8.000 1.78 S10 45.58 11.20 19.42 16.56 2.703 4.500 0.168 S9 44.52 11.20 19.42 15.80 120 0.000 0.00 277.40 15.51 4.500 0.76 S9 44.52 11.20 19.42 15.80 2.703 7.500 0.122 S8 43.22 11.20 19.42 14.89 120 0.000 0.00 232.88 13.02 7.500 0.91 S8 43.22 11.20 19.42 14.89 2.703 8.000 0.083 S7 42.25 11.20 19.42 14.23 120 0.000 0.00 189.66 10.60 8.000 0.67 S7 42.25 11.20 19.42 14.23 2.703 8.000 0.052 S6 41.62 11.20 19.42 13.81 120 0.000 0.00 147.41 8.24 8.000 0.42 S6 41.62 11.20 19.42 13.81 2.703 6.250 0.028 S5 41.35 11.20 19.42 13.63 120 0.000 0.00 105.79 5.91 6.250 0.18 S5 41.35 11.20 19.42 13.63 2.703 8.000 0.011 S4 41.22 11.20 19.42 13.54 120 0.000 0.00 64.44 3.60 8.000 0.09 06/28/07 'THE Sprinkler Program 2001 File: REMOTE AREA 1 .45 EH.the Page 5 of 10 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL S4 41.22 11.20 19.42 13.54 2.703 8.000 0.002 S3 41.20 11.20 19.42 13.53 120 0.000 0.00 23.22 1.30 8.000 0.01 S3 41.20 11.20 19.42 13.53 2.703 8.000 0.001 S2 41.21 11.20 19.42 13.54 120 0.000 0.00 17.98 1.01 8.000 0.01 S2 41.21 11.20 19.42 13.54 2.703 8.000 0.010 Si 0.00 19.42 13.62 120 0.000 0.00 59.19 3.31 8.000 0.08 Si 0.00 19.42 13.62 2.703 26.920 0.010 41 0.00 17.25 15.18 120 2T 37.301 0.94 59.19 3.31 64.220 0.62 132 0.00 19.42 42.54 2.703 86.420 0.192 S22 0.00 19.42 17.06 120 5E 46.627 0.00 297.78 16.65 133.050 25.49 S22 0.00 19.42 17.06 2.703 8.000 0.192 S21 44.13 11.20 19.42 15.52 120 0.000 0.00 297.78 16.65 8.000 1.53 S21 44.13 11.20 19.42 15.52 2.703 4.500 0.142 S20 43.21 11.20 19.42 14.88 120 0.000 0.00 253.65 14.18 4.500 0.64 S20 43.21 11.20 19.42 14.88 2.703 7.500 0.101 S19 42.10 11.20 19.42 14.13 120 0.000 0.00 210.45 11.77 7.500 0.76 S19 42.10 11.20 19.42 14.13 2.703 8.000 0.067 S18 41.29 11.20 19.42 13.59 120 0.000 0.00 168.35 9.41 8.000 0.53 S18 41.29 11.20 19.42 13.59 2.703 8.000 0.040 S17 40.81 11.20 19.42 13.28 120 0.000 0.00 127.05 7.10 8.000 0.32 S17 40.81 11.20 19.42 13.28 2.703 6.250 0.019 S16 40.62 11.20 19.42 13.16 120 0.000 0.00 86.24 4.82 6.250 0.12 S16 40.62 11.20 19.42 13.16 2.703 8.000 0.006 S15 40.55 11.20 19.42 13.11 120 0.000 0.00 45.62 2.55 8.000 0.05 06/28/07 'THE" Sprinkler Program 2001 File: REMOTE AREA 1 .45 EH.the Page 6 of 10 Node Node Node Flow Node Flow Pipe Flow K-factor K-factor Elevation Elevation Pressure Pressure Diameter HWC Fittings Velocity Length Fric Loss Eqv Length Elev Loss Ttl Length Ttl FL S15 40.55 11.20 19.42 13.11 2.703 8.000 0.000 S14 40.55 11.20 19.42 13.11 120 0.000 0.00 5.07 0.28 8.000 0.00 S14 40.55 11.20 19.42 13.11 2.703 8.000 0.004 S13 40.60 11.20 19.42 13.14 120 0.000 0.00 35.48 1.98 8.000 0.03 S13 40.60 11.20 19.42 13.14 2.703 8.000 0.015 S12 0.00 19.42 13.26 120 0.000 0.00 76.07 4.25 8.000 0.12 S12 0.00 19.42 13.26 2.703 26.920 0.015 42 0.00 17.25 15.19 120 2T 37.301 0.94 76.07 4.25 64.220 0.99 133 0.00 19.42 42.26 2.703 107.500 0.170 S33 0.00 19.42 16.13 120 5E 46.627 0.00 278.76 15.59 154.130 26.13 S33 0.00 19.42 16.13 2.703 8.000 0.170 S32 43.05 11.20 19.42 14.78 120 0.000 0.00 278.76 15.59 8.000 1.36 S32 43.05 11.20 19.42 14.78 2.703 4.500 0.124 S31 42.23 11.20 19.42 14.22 120 0.000 0.00 235.71 13.18 4.500 0.56 S31 42.23 11.20 19.42 14.22 2.703 7.500 0.086 S30 - 41.26 11.20 19.42 1357 '120 0.000 0.00 193.48 10.82 7.500 0.65 S30 41.26 11.20 19.42 13.57 2.703 8.000 0.055 S29 40.58 11.20 19.42 13.13 120 0.000 0.00 152.23 8.51 8.000 0.44 S29 40.58 11.20 19.42 13.13 2.703 8.000 0.031 S28 40.19 11.20 19.42 12.88 120 0.000 0.00 111.65 6.24 8.000 0.25 S28 40.19 11.20 19.42 12.88 2.703 6.250 0.014 S27 40.06 11.20 19.42 12.79 120 0.000 0.00 71.46 4.00 6.250 0.09 S27 40.06 11.20 19.42 12.79 2.703 8.000 0.003 S26 40.02 11.20 19.42 12.77 120 0.000 0.00 31.40 1.76 8.000 0.02 06/28/07 "THE" Sprinkler Program 2001 File: REMOTE AREA 1 .45 EH.the Page 7 of 10 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL S26 40.02 11.20 19.42 12.77 2.703 8.000 0.000 S25 40.02 11.20 19.42 12.77 120 0.000 0.00 8.61 0.48 8.000 0.00 S25 40.02 11.20 19.42 12.77 2.703 8.000 0.007 S24 40.11 11.20 19.42 12.82 120 0.000 0.00 48.64 2.72 8.000 0.05 S24 40.11 11.20 19.42 12.82 2.703 8.000 0.020 S23 0.00 19.42 12.99 120 0.000 0.00 88.74 4.96 8.000 0.16 S23 0.00 19.42 12.99 2.703 26.920 0.020 43 0.00 17.25 15.24 120 2T 37.301 0.94 88.74 4.96 64.220 1.31 134 0.00 19.42 42.01 2.703 128.500 0.152 S44 0.00 19.42 15.41 120 SE 46.627 0.00 262.69 14.69 175.130 26.60 S44 0.00 19.42 15.41 2.703 8.000 0.152 S43 42.20 11.20 19.42 14.19 120 0.000 0.00 262.69 14.69 8.000 1.22 S43 42.20 11.20 19.42 14.19 2.703 4.500 0.110 S42 41.45 11.20 19.42 13.70 120 0.000 0.00 220.49 12.33 4.500 0.49 S42 41.45 11.20 19.42 13.70 2.703 7.500 0.075 S41 40.60 11.20 19.42 13.14 120 0.000 0.00 179.04 10.01 7.500 0.56 S41 40.60 11.20 19.42 13.14 2.703 8.000 0.046 S40 40.02 11.20 19.42 12.77 120 0.000 0.00 138.44 7.74 8.000 0.37 S40 40.02 11.20 19.42 12.77 2.703 8.000 0.025 S39 39.71 11.20 19.42 12.57 120 0.000 0.00 98.42 5.50 8.000 0.20 S39 39.71 11.20 19.42 12.57 2.703 6.250 0.009 S38 39.61 11.20 19.42 12.51 120 0.000 0.00 58.71 3.28 6.250 0.06 S38 39.61 11.20 19.42 12.51 2.703 8.000 0.001 S37 39.60 11.20 19.42 12.50 120 0.000 0.00 19.10 1.07 8.000 0.01 06/28/07 "THE" Sprinkler Program 2001 File: REMOTE AREA 1 .45 EH.the Page 8 of 10 Node Node Node Flow K-factor Node Flow K-factor Pipe Flow Elevation Elevation Pressure Pressure Diameter HWC Velocity Fittings Length Fric Loss Eqv Length Elev Los Ttl Length Ttl FL S37 39.60 11.20 19.42 12.50 2.703 8.000 0.001 S36 39.62 11.20 19.42 12.51 120 0.000 0.00 20.50 1.15 8.000 0.01 S36 39.62. 11.20 19.42 12.51 2.703 8.000 0.010 S35 39.74 11.20 19.42 12.59 120 0.000 0.00 60.12 3.36 8.000 0.08 S35 39.74 11.20 19.42 12.59 2.703 8.000 0.025 S34 0.00 19.42 12.79 120 0.000 0.00 99.86 5.58 8.000 0.20 S34 0.00 19.42 12.79 2.703 26.920 0.025 44 0.00 17.25 15.36 120 2T 37.301 0.94 99.86 5.58 64.220 1.63 135 0.00 18.75 42.52 2.703 147.080 0.129 S46 52.87 11.20 18.75 22.29 120 E 9.325 0.00 240.87 13.47 156.410 20.24 S46 52.87 11.20 18.75 22.29 2.703 7.920 0.082 S45 52.10 11.20 18.75 21.64 120 0.000 0.00 187.99 10.51 7.920 0.65 S45 52.10 11.20 18.75 21.64 2.703 28.330 0.045 L5 0.00 18.75 20.37 120 0.000 0.00 135.89 7.60 28.330 1.27 L5 0.00 18.75 20.37 2.703 3.000 0.045 L4 0.00 . 18.75 20.23 120 0.000 t 0.00 135.89 7.60 3.000 0.13 L4 0.00 18.75 20.23 2.703 3.000 0.045 L3 0.00 18.75 19.26 120 T 18.651 0.00 135.89 7.60 21.650 0.97 L3 0.00 18.75 19.26 2.703 12.000 0.045 L2 0.00 18.75 18.72 120 0.000 0.00 135.89 7.60 12.000 0.54 L2 0.00 18.75 18.72 2.703 12.000 0.045 Li 0.00 18.75 18.19 120 0.000 0.00 135.89 7.60 12.000 0.54 Li 0.00 18.75 18.19 2.703 34.920 0.045 45 0.00 17.25 15.60 120 2T 37.301 -0.65. 135.89 7.60 72.220 3.24 06/28/07 THE Sprinkler Program 2.001 File: REMOTE AREA 1 .45 EH.the Page 9 of 10 Node Node Node Flow Node Flow Pipe Flow K-factor Elevation K-factor Elevation Pressure Pressure Diameter HWC Velocity Fittings Length Fric Loss Eqv Length Elev Loss Ttl Length Ttl FL S52 0.00 9.00 24.46 1.049 11.750 0.000 L6 0.00 18.75 20.23 120 T E 7.000 0.00 0.00 0.00 18.750 0.00 S51 0.00 9.00 24.46 1.049 13.830 0.000 L6 0.00 18.75 20.23 120 2ET 9.000 0.00 0.00 0.00 22.830 0.00 L6 0.00 18.75 20.23 1.049 4.080 0.000 L4 0.00 18.75 20.23 120 1 5.000 0.00 0.00 0.00 9080 0.00 S50 0.00 9.00 24.59 1.049 10.330 0.000 L5 0.00 18.75 20.37 120 21 E 12.000 0.00 0.00 0.00 22.330 0.00 S49 0.00 9.00 23.49 1.049 11.760 0.000 L3 0.00 18.75 19.26 120 21 E 12.000 0.00 0.00 0.00 23.760 0.00 S48 0.00 9.00 22.95 1.049 11.170 0.000 L2 0.00 18.75 18.72 120 2T E 12.000 0.00 0.00 0.00 23.170 0.00 S47 0.00 9.00 22.41 1.049 12.670 0.000 Li 0.00 18.75 18.19 120 21 E 12.000 0.00 0.00 0.00 24.670 0.00 136 0.00 18.75 43.00 2.703 - - 199.330 0.082 Lii 0.00 18.75 24.41 120 3E 27.976 0.00 187.97 10.51 227.310 18.59 Lii 0.00 18.75 24.41 2.703 12.000 0.082 L10 0.00 18.75 23.43 120 0.000 0.00 187.97 10.51 12.000 0.98 L10 0.00 18.75 23.43 2.703 6.000 0.082 L9 0.00 18.75 22.94 120 0.000 0.00 187.97 10.51 6.000 0.49 L9 0.00 18.75 22.94 2.703 12.000 0.082 L8 0.00 18.75 21.96 120 0.000 0.00 187.97 10.51 12.000 0.98 L8 0.00 18.75 21.96 2.703 12.000 0.082 L7 0.00 18.75 20.98 120 0.000 0.00 187.97 10.51 12.000 0.98 06/28/07 "THE' Sprinkler Program 2001 File: REMOTE AREA 1 .45 EH.the Node Node Flow K-factor Elevation Pressure Diameter Node Node Flow K-factor Elevation Pressure HWC Fittings Pipe Flow Velocity L7 0.00 18.75 20.98 2.703 46 0.00 17.25 15.72 120 2T 187.97 10.51 S57 0.00 9.00 28.64 1.049 Lii 0.00 18.75 24.41 120 2T E 0.00 0.00 S56 0.00 9.00 27.66 1.049 L10 0.00 18.75 23.43 120 2T 0.00 0.00 S55 0.00 9.00 27.17 1.049 L9 0.00 18.75 22.94 120 2T 0.00 0.00 S54 0.00 9.00 26.18 1.049 L8 0.09 18.75 21.96 120 2T 0.00 0.00 S53 0.00 9.00 25.20 1.049 L7 0.00 18.75 20.98 120 2T 0.00 0.00 Page 10 of 10 Length Fric Loss Eqv Length Elev Loss Ttl Length Ttl FL 34.920 0.082 37.301 0;65 72.220 5.91 11.000 0.000 12.000 0.00 23.000 0.00 10.830 0.000 12.000 0.00 22.830 0.00 10.170 0.000 12.000 0.00 22.170 0.00 10.170 0.000 12.000 0.00 22.170 0.00 11.420 0.000 12.000 0.00 23.420 0.00 Units Legend Flow = gpm Elevation = feet Pressure = psi Diameter = inches Velocity = ft/sec Length, Eqv Length, Ttl Length = feet Fric Loss = psi/ft Elev Loss, Ttl FL = psi 06/28/07 "THE" Sprinkler Program 2001 I File: REMOTE AREA 1 .45 EH.the Page 1 of 1 Hydraulic Summary WATER SUPPLY INFORMATION: Static (psi): 125.00 Residual (psi): 20.00 @ (gpm): 5,390.00 Hose (gpm): 500.00 System req. (gpm): 2,091.04 @ (psi): 86.74 Supply available: 106.79 psi Safety margin: 20.04 psi Maximum velocity in the system is: Continuity at all nodes satisfied to: Pipe Type Legend Bi = Blue Brute PVC Class 150 DO = Ductile Iron Class 50 10 = Schedule 10 DF = Allied Dyna-Flow/Super Flo 40 = Schedule 40 34.99 ft/sec in the pipe between Nodes: 30 and 31 0.01 gpm Fitting Type Legend I =Tee (flow turned 90 degrees E = 90 degree standard elbow GV = Gate valve NOTES 06/28/07 "THE' Sprinkler Program 2001 Supply Flow Curve C PALOMAR FORUM BUILDING H LH .1 Test Date: 6/28/2007 Static Hydrant: INNOVATION DRIVE NORTH OF AVE. OF INDUSTRY Design GPM: 375 GPM Flow Hydrant: INNOVATION DRIVE SOUTH OF AVE. OF INDUSTRY Design PSI: 31.7 PSI Ps 125.0 PSI Test Static Pressure Reading Available Pressure at Design GPM: 124.2 PSI Pr 20.0 PSI Test Residual Pressure Reading PSI Headroom: 92.57 PSI 75% GPMr 5390 GPM Test Flow at Residual Pressure GPM Headroom: 4683 GPM 1250% Flow Test Summary Curve 0A185 140 - - - - - - - - - - - - - - 120---- too---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PSI Design • Desiqn Point 40 20 0 0 500 1000 1500 2000 2500 3000 3500 4000 Flow GPM 0 6 GRAPH 1 Printed 6/28/2007 Name: PALOMAR FORUM BUSSINESS PARK Location: LOT801 NATIONAL S 1,2 & 8 (PHASE I), EAGLE DRIVE CALSBAD, CA 92009, BUILDING H: 3142 TIGER RUN CT Contractor: File Name: REMOTEAREA-21-LH.the Constructiop_ICornbustibIe 0 Noncombustible Occupancy: LIHLHAZARD..J AHJ: CARLSBAD FIRE DEPARTMENT Date: June 28, 2007 System No.: Contract No.: Drawing No.: Calculated by: SEFP Ceiling Height: 9-0 ft SYSTEM DESIGN I1 NFPA 13: E1 Light Hazard 0 Ordinary Hazard Group: 0 Extra Hazard Group: Figure: Curve: E] Other (Specify): E] Specific Rulling: Made By: Date: Area of Sprinkler Operation: 1,066 sqft System Type: 0 Wet 0 Dry 0 Deluge 0 Pre-Action Density: .1 gpm/sqft Area per Sprinkler: 225 sqft SPRINKLER or NOZZLE Hose Allowance Inside: gpm Make: TYCO Model: TYFRL3221 Hose Allowance Outside: 100 gpm Size: 1/2" in K-factor: 5.6 Rack Sprinkler Allowance: gpm Temperature Rating: 165 OF CALCULATION SUMMARY Flow Required: 374.73 gpm Pressure Required: 31.67 psi At: SCR "C" Factor Used: Overhead: 120 Underground: 100/150 WATER SUPPLY WATER FLOW TEST PUMP DATA TANK OR RESERVOIR Date: Rated Capacity: gpm Capacity: gals Time: At: psi Elevation: ft Static: 125 psi Elevation: ft Residual: 20 psi WELL Flowing: 5390 gpm Proof Flow: gpm Elevation: 12.5 ft Location: Source of Information: COMMODITY STORAGE Commodity: Class: Location: Storage Height: Area: Aisle Width: Storage Method: Solid Pile: % Palletized: % Rack: % RACK STORAGE E] Single Row 0 Conventional Pallet 0 Automatic Storage 0 Encapsulated Double Row 0 Slave Pallet 0 Solid Shelving 0 Nonencapsulated Multiple Row 0 Open FLUE SPACING CLEARANCE FROM TOP OF STORAGE TO CEILING Longitudinal: in Transverse: in ft in Horizontal Barriers Provided: 06/28/07 "THE" Sprinkler Program 2001 File: REMOTE AREA 2.1 LH.the Node Pressure Flow Hose, Elevation': K-factor. .Area' -Density 'S psi gpm gpn' 'feet gpm/(psi)½ "sqft '' gpm/sqft SCR 31.67 374.73 12.500 Source U 38.33 0.00 -3.000 Ui ' 38.26 0.00 -3.000 UG 38.18 0.00, -3.000 UG1 38.13 0.00 -3.000 UG2 34.09 0.00 -3.000 BF1 35.51 0.00 3.000 BF2 31.52 0.00 3.000 DI 33.99 0.00 -3.000 BOR 32.20 0.00 1.000 TOR 25.14 0.00 17.250 21 24.18 0.00 17.250 22 24.18 0.00 17.250 23 24.18 0.00 17.250 24 24.18 0.00 17.250 25 24.18 0.00 17.250 26 24.18 0.00 17.250 30 24.81 0.00 17.250 31 24.53 0.00 17.250 32 24.41 0.00 17.250 33 24.34 0.00 17.250 34 24.29 0.00 17.250 35 24.26 0.00 .17.250 36 24.25 0.00 17.250 41 23.09 0.00 17.250 42 23.09 0.00 17.250 43 23.07 0.00 17.250 44 23.03 0.00 17.250 45 22.98 0.00 17.250 46 22.96 0.00 17.250 131 23.36 0.00 19.420 132 23.29 0.00 19.420 133 23.26 0.00 19.420 134 23.24 0.00 19.420 135 23.36 0.00 18.750 136 23.41 0.00 18.750 Si 22.46 0.00 19.420 S2 22.50 0.00 19.420 S3 22.54 0.00 19.420 S4 22.58 0.00 19.420 S5 22.62 0.00 19.420 S6 22.65 0.00 19.420 S7 22.68 0.00 19.420 S8 22.72 0.00 19.420 S9 22.76 0.00 19.420 S10 22.78 0.00 19.420 511 22.82 0.00 19.420 S12 22.42 0.00 19.420 S13 22.45 0.00 19.420 Page 1 of 3 VI File: REMOTE AREA 2.1 LH.the Page 2 of 3 Node Pressure Flow Hose Elevation K-factor Area Density psi gpm gpm feet gpm/(psi)1/2 sqft gpm/sqft S14 22.49 0.00 19.420 S15 22.52 0.00 19.420 S16 22.55 0.00 19.420 S17 22.58 0.00 19.420 S18 22.61 0.00 19.420 S19 22.65 0.00 19.420 S20 22.68 0.00 19.420 S21 22.70 0.00 19.420 S22 22.73 0.00 19.420 S23 22.38 0.00 19.420 S24 22.41 0.00 19.420 S25 22.44 0.00 19.420 S26 22.47 0.00 19.420 S27 22.50 0.00 19.420 S28 22.52 0.00 19.420 S29 22.55 0.00 19.420 S30 22.59 0.00 19.420 S31 22.61 0.00 19.420 S32 22.63 0.00 19.420 S33 22.66 0.00 19.420 S34 22.33 0.00 19.420 S35 22.36 0.00 19.420 S36 22.39 0.00 19.420 S37 22.41 0.00 19.420 S38 22.44 0.00 19.420 S39 22.47 0.00 19.420 S40 22.50 0.00 19.420 S41 22.52 0.00 19.420 S42 22.55 0.00 19.420 S43 22.57 0.00 19.420 S44 22.60 0.00 19.420 S45 21.35 0.00 18.750 S46 21.45 0.00 18.750 S47 20.39 25.29 9.000 S48 20.56 25.39 9.000 S49 20.44 25.31 9.000 S50 20,69 25.47 9.000 S51 16.14 22.50 9.000 S52 16.71 22.89 9.000 S53 20.79 25.53 9.000 S54 20.95 25.63 9.000 S55 20.94 25.62 9.000 S56 20.82 25.55 9.000 S57 20.83 25.55 9.000 Li 21.12 0.00 18.750 L2 21.02 0.00 18.750 L3 20.99 0.00 18.750 L4 20.99 0.00 18.750 L5 21.01 0.00 18.750 5.60 225.00 0.112 5.60 225.00 0.113 5.60 225.00 0.113 5.60 225.00 0.113 5.60 225.00 0.100 5.60 225.00 0.102 5.60 225.00 0.113 5.60 225.00 0.114 5.60 225.00 0.114 5.60 225.00 0.114 5.60 225.00 0.114 06/28/07 "THE Sprinkler Program 2001 File: REMOTE AREA 2.1 LH.the Page 3 of 3 Node Pressure Flow Hose Elevation K-factor Area Density psi gpm gpm feet gpm/(psi)1/2 sqft gpm/sqft L6 15.61 0.00 18.750 L7 21.35 0.00 18.750 L8 21.29 0.00 18.750 L9 21.27 0.00 18.750 L10 21.27 0.00 18.750 Lii 21.31 0.00 18.750 06/28/07 'THE" Sprinkler Program 2001 File: REMOTE AREA 2.1 LH.thè Page 1 of 10 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL SCR 374.73 Source 12.50 31.67 7.980 40.000 0.001 U 0.00 -3.00 38.33 150 T 52.855 -6.72 274.73 1.76 92.860 0.05 U 0.00 -3.00 38.33 7.980 360.000 0.000 Ui 0.00 -3.00 38.26 150 T 52.855 0.00 151.51 0.97 412.860 0.08 Ui 0.00 -3.00 38.26 7.980 320.000 0.000 UG 0.00 -3.00 38.18 150 1 E 80.038 0.00 151.51 0.97 400.040 0.07 U 0.00 -3.00 38.33 7.980 1,110.000 0.000 UG 0.00 -3.00 38.18 150 3E 81.548 0.00 123.22 0.79 1,191.550 0.15 UG 0.00 -3.00 38.18 7.980 16.000 0.001 UGi 0.00 -3.00 38.13 150 TGVE 86.078 0.00 274.73 1.76 102.080 0.06 UGi 0.00 -3.00 38.13 7.980 6.000 0.001 BFi 0.00 3.00 35.51 150 E 27.183 2.60 274.73 1.76 33.180 0.02 BF1 0.00 3.00 35.51 7.980 6.000 0.001 BF2 0.00 3.00 31.52 150 E 27.183 0.00 274.73 1.76 33.180 3.98 The Flow Dependent Pressure Loss Device in this pipe accounts for 3.97 psi of the total friction loss. BF2 0.00 3.00 31.52 7.980 6.000 0.001 UG2 0.00 -3.00 34.09 150 T 52.855 -2.60 274.73 1.76 58.860 0.03 UG2 0.00 -3.00 34.09 7.980 105.000 0.001 DI 0.00 -3.00 33.99 150 3E 81.548 0.00 274.73 1.76 186.550 0.10 DI 0.00 -3.00 33.99 8.510 12.000 0.001 BOR 0.00 1.00 32.20 100 3E 52.680 1.73 274.73 1.55 64.680 0.06 BOR 0.00 1.00 32.20 8.249 16.250 0.001 TOR 0.00 17.25 25.14 120 0.000 7.04 274.73 1.65 16.250 0.01 TOR 0.00 17.25 25.14 6.403 99.080 0.002 30 0.00 17.25 24.81 120 2E 36.464 0.00 274.73 2.74 135.540 0.34 06/28/07 "THE" Sprinkler Program 2001 File: REMOTE AREA 2.1 LH.the Page 2 of 10 Node Node Node Flow Node Flow Pipe Flow K-factor Elevation K-factor Elevation Pressure Pressure Diameter HWC Velocity Fittings Length Fric Loss Eqv Length Elev Loss Ttl Length Ttl FL 30 0.00 17.25 24.81 4.310 2.500 0.017 31 0.00 17.25 24.53 120 E . 13.937 0.00 274.73 6.04 16.440 0.28 31 0.00 17.25 24.53 4.310 10.000 0.012 32 0.00 17.25 24.41 120 .0.000 0.00 222.56 4.89 10.000 0.12 32 0.00 17.25 24.41 4.310 10.080 0.008 33 0.00 17.25 24.34 120 0.000 0.00 177.15 3.90 10.080 0.08 33 0.00 17.25 24.34 4.310 10.000 0.005 34 0.00 17.25 24.29 120 0.000 0.00 137.43 3.02 10.000, 0.05 34 0.00 17.25 24.29 4.310 11.170 0.003 35 0.00 17.25 24.26 120 0.000 0.00 102.35 2.25 11.170 0.03 35 0.00 17.25 24.26 4.310. 13.000 0.001 36 0.00 17.25 24.25 120 0.000 0.00 47.82 1.05 13.000 0.01 31 0.00 17.25 24.53 2.703 2.170 0.008 131 0.00 19.42 23.36 120 T E 27.976 0.94 52.17 2.92 30.150 0.23 32 . 0.00 17.25 24.41 2.703 2.170 0.006 132 0.00 19.42 23.29 120 1 E 27.976 0.94 45.41 2.54 30.150 0.18 33 0.00 17.25 24.34 2.703 2.170 0.005 133 0.00 19.42 23.26 120 T E 27.976 0.94 39.73 2.22 . 30.150 0.14 34 0.00 17.25 24.29 2.703 2.170 0.004 134 0.00 19.42 23.24 120 T E 27.976 . 0.94 35.08 . 1.96 30.150 0.11 35 . 0.00 17.25 24.26 2.703 1.500 0.008 135 0.00 18.75 23.36 120 1 E 27.976 0.65 54.53 3.05 29.480 0.24 36 0.00 17.25 24.25 2.703 1.500 0.006 136 0.00 18.75 23.41 120 T E 27.976 0.65 47.82 2.67 29.480 0.19 06/28/07 "THE' Sprinkler Program 2001 File: REMOTE AREA 2.1 LH.the Page 3 of 10 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL 21 0.00 17.25 24.18 6.403 7.000 0.000 22 0.00 17.25 24.18 120 0.000 0.00 11.53 0.11 7.000 0.00 22 0.00 17.25 24.18 6.403 12.000 0.000 23 0.00 17.25 24.18 120 0.000 0.00 19.06 0.19 12.000 0.00 23 0.00 17.25 24.18 6.403 6.920 0.000 24 0.00 17.25 24.18 120 0.000 0.00 22.72 0.23 6.920 0.00 24 0.00 17.25 24.18 6.403 10.420 0.000 25 0.00 17.25 24.18 120 0.000 0.00 22.75 0.23 10.420 0.00 25 0.00 17.25 24.18 6.403 12.670 0.000 26 0.00 17.25 24.18 120 0.000 0.00 9.98 0.10 12.670 0.00 41 0.00 17.25 23.09 4.310 11.000 0.000 42 0.00 17.25 23.09 120 0.000 0.00 40.63 0.89 11.000 0.01 42 0.00 17.25 23.09 4.310 11.000 0.002 43 0.00 17.25 23.07 120 0.000 0.00 78.52 1.73 11.000 0.02 43 0.00 17.25 23.07 4.310 11.000 0.003 44 0.00 17.25 23.03 120 0.000 0.00 114.59 2.52 11.000 0.04 44 0.00 17.25 23.03 4.310 10.000 0.006 45 0.00 17.25 22.98 120 0.000 0.00 149.63 3.29 10.000 0.06 45 0.00 17.25 22.98 4.310 15.000 0.001 46 0.00 17.25 22.96 120 0.000 0.00 70.08 1.54 15.000 0.02 21 0.00 17.25 24.18 2.703 150.500 0.000 131 0.00 19.42 23.36 120 3T 5E 102.579 -0.94 11.53 0.64 253.080 0.12 22 0.00 17.25 24.18 2.703 167.500 0.000 132 0.00 19.42 23.29 120 2T 6E 93.253 -0.94 7.52 0.42 260.750 0.06 06/28/07 'THE" Sprinkler Program 2001 File: REMOTE AREA 2.1 LH.the Page 4ofbo Node Node Node Flow K-factor Node Flow K-factor Pipe Flow Elevation Elevation Pressure Pressure Diameter HWC Velocity Fittings Length Fric Loss Eqv Length Elev Loss Ttl Length Ttl FL 23 0.00 17.25 24.18 2.703 189.580 0.000 133 0.00 19.42 23.26 120 3T 9E 139.880 -0.94 3.66 0.20 329.460 0.02 24 0.00 17.25 24.18 2.703 246.080 0.000 134 0.00 19.42 23.24 120 519E 177.181 -0.94 0.03 0.00 423.260 0.00 25 0.00 17.25 24.18 2.703 225.500 0.001 135 0.00 18.75 23.36 120 31 E 65.277 0.65 12.77 0.71 290.780 0.16 26 0.00 17.25 24.18 2.703 251.250 0.000 136 0.00 18.75 23.41 120 313E 83.928 0.65 9.98 0.56 335.180 0.12 131 0.00 19.42 23.36 2.703 65.420 0.005 Sil 0.00 19.42 22.82 120 5E 46.627 0.00 40.63 2.27 112.050 0.54 511 0.00 19.42 22.82 2.703 8.000 0.005 S10 0.00 19.42 22.78 120 0.000 0.00 40.63 2.27 8.000 0.04 S110 0.00 19.42 22.78 2.703 4.500 0.005 S9 0.00 19.42 22.76 120 0.000 0.00 40.63 2.27 4.500 0.02 S9 0.00 19.42 22.76 2.703 7.500 0.005 S8 . ' 0.00 19.42 22.72 120 0.000 0.00 40.63 2.27 7.500 0.04 S8 0.00 19.42 22.72 2.703 8.000 0.005 S7 0.00 19.42 22.68 120 0.000 0.00 40.63 2.27 8.000 0.04 S7 0.00 19.42 22.68 2.703 8.000 0.005 S6 0.00 19.42 22.65 120 0.000 0.00 40.63 2.27 8.000 0.04 S6 0.00 19.42 22.65 2.703 6.250 0.005 S5 0.00 19.42 22.62 120 0.000 0.00 40.63 2.27 6.250 0.03 S5 0.00. 19.42 22.62 2.703 8.000 0.005 S4 0.00 1942 22.58 120 0.000 0.00 40.63 2.27 8.000 0.04 06/28/07 - 'THE" Sprinkler Program 2001 File: REMOTE AREA 2.1 LH.the Page 5 of 10 Node Node Node Flow Node Flow Pipe Flow K-factor Elevation K-factor Elevation Pressure Pressure Diameter HWC Fittings Velocity Length Fric Loss Eqv Length Elev Loss Ttl Length TtI FL S4 0.00 19.42 22.58 2.703. 8.000 0.005 S3 0.00 19.42 22.54 120 0.000 0.00 40.63 2.27 8.000 0.04 S3 0.00 19.42 22.54 2.703 8.000 0.005 S2 0.00 19.42 22.50 120 0.000 0.00 40.63 2.27 8.000 0.04 S2 0.00 19.42 22.50 2.703 8.000 0.005 Si 0.00 19.42 22.46 120 0.000 0.00 40.63 2.27 8.000 0.04 Si 0.00 19.42 22.46 2.703 26.920 0.005 41 0.00 17.25 23.09 120 2T 37.301 -0.94 40.63 2.27 64.220 0.31 132 0.00 19.42 23.29 2.703 86.420 0.004 S22 0.00 19.42 22.73 120 5E 46.627 0.00 37.89 2.12 133.050 0.56 S22 0.00 19.42 22.73 2.703 8.000 0.004 S21 0.00 19.42 22.70 120 0.000 0.00 37.89 2.12 8.000 0.03 S21 0.00 19.42 22.70 2.703 4.500 0.004 S20 0.00 19.42 22.68 120 0.000 0.00 37.89 2.12 4.500 0.02 S20 0.00 19.42 22.68 2.703 . . 7.50.0 0.004 S19 0.00 19.42 22.65 120 . 0.000 0.00 37.89 2.12 7.500 0.03 S19 0.00 19.42 22.65 2.703 8.000 0.004 S18 . . 0.00 19.42 22.61 120 0.000 0.00 37.89 2.12 8.000 0.03 S18 0.00 19.42 22.61 2.703 8.000 0.004 S17 0.00 19.42 22.58 120 0.000 0.00 37.89 2.12 8.000 0.03 S17 0.00 19.42 22.58 2.703 6.250 0.004 S16 0.00 19.42 22.55 120 0.000 0.00 37.89 2.12 6.250 0.03 S16 0.00 19.42 22.55 2.703 8.000 0.004 S15 0.00 19.42 22.52 120 0.000 0.00 37.89 2.12 8.000 0.03 06/28/07 "THE" Sprinkler Program 2001 File: REMOTE AREA 2.1 LH.the Page 6 of 10 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL S15 0.00 19.42 22.52 2.703 8.000 0.004 S14 0.00 19.42 22.49 120 0.000 0.00 37.89 2.12 8.000 0.03 S14 0.00 19.42 22.49 2.703 8.000 0.004 S13 0.00 19.42 22.45 120 0.000 0.00 37.89 2.12 8.000 0.03 S13 0.00 19.42 22.45 2.703 8.000 0.004 S12 0.00 19.42 22.42 120 0.000 0.00 37.89 2.12 8.000 0.03 S12 0.00 19.42 22.42 2.703 26.920 0.004 42 0.00 17.25 23.09 120 2T 37.301 -0.94 37.89 2.12 64.220 0.27 133 0.00 19.42 23.26 2.703 107.500 0.004 S33 0.00 19.42 22.66 120 5E 46.627 0.00 36.06 2.02 154.130 0.59 S33 0.00 19.42 22.66 2.703 8.000 0.004 S32 0.00 19.42 22.63 120 0.000 0.00 36.06 2.02 8.000 0.03 S32 0.00 19.42 22.63 2.703 4.500 0.004 S31 0.00 19.42 22.61 120 0.000 0.00 36.06 2.02 4.500 0.02 S31 0.00 19.42 22.61 2.703 7.500 0.004 S30 . 0.00 19.42 22.59 120 0.000 0.00 36.06 2.02 7.500 0.03 S30 0.00 19.42 22.59 2.703 8.000 0.004 S29 0.00 19.42 22.55 120 0.000 0.00 36.06 2.02 8.000 0.03 S29 0.00 19.42 22.55 2.703 8.000 0004 S28 0.00 19.42 22.52 120 0.000 0.00 36.06 2.02 8.000 0.03 S28 0.00 19.42 22.52 2.703 6.250 0.004 S27 0.00 19.42 22.50 120 0.000 0.00 36.06 2.02 6.250 0.02 S27 0.00 19.42 22.50 2.703 8.000 0.004 S26 0.00 19.42 22.47 120 0.000 0.00 36.06 2.02 8.000 0.03 06/28/07 'THE' Sprinkler Program 2001 File: REMOTE AREA 2.1 LH.the Page 7 of 10 Node Node Node Flow Node Flow Pipe Flow K-factor Elevation K-factor Elevation Pressure Pressure Diameter HWC Fittings Velocity Length Fric Loss Eqv Length Elev Loss Ttl Length Ttl FL S26 0.00 19.42 22.47 2.703 8.000 0.004 S25 0.00 19.42 22.44 120 0.000 0.00 36.06 2.02 8.000 0.03 S25 0.00 19.42 22.44 2.703 8.000 0.004 S24 0.00 19.42 22.41 120 0.000 0.00 36.06 2.02 8.000 0.03 S24 0.00 19.42 22.41 2.703 8.000 0.004 S23 0.00 19.42 22.38 120 0.000 0.00 36.06 2.02 8.000 0.03 S23 0.00 19.42 22.38 2.703 26.920 0.004 43 0.00 17.25 23.07 120 2T 37.301 -0.94 36.06 2.02 64.220 0.25 134 0.00 19.42 23.24 2.703 128.500 0.004 S44 0.00 19.42 22.60 120 5E 46.627 0.00 35.04 1.96 175.130 0.64 S44 0.00 19.42 22.60 2.703 8.000 0.004 S43 0.00 19.42 22.57 120 0.000 0.00 35.04 1.96• 8.000 0.03 S43 0.00 19.42 22.57 2.703 4.500 0.004 S42 0.00 19.42 22.55 120 0.000 0.00 35.04 1.96 4.500 0.02 S42 0.00 19.42 22.55 2.703 7.500 0.004 S41 0.00 19.42 22.52 120 0.000 0.00 35.04 1.96 7.500 0.03 S41 0.00 19.42 22.52 2.703 8.000 0.004 S40 0.00 19.42 22.50 120 0.000 0.00 35.04 1.96 8.000 0.03 S40 0.00 19.42 22.50 2.703 8.000 0.004 S39 0.00 19.42 22.47 120 0.000 0.00 35.04 1.96 8.000 0.03 S39 0.00 19.42 22.47 2.703 6.250 0.004 S38 0.00 19.42 22.44 120 0.000 0.00 35.04 1.96 6.250 0.02 S38 0.00 19.42 22.44 2.703 8.000 0.004 S37 0.00 19.42 22.41 120 0.000 0.00 35.04 1.96 8.000 0.03 06/28/07 'THE' Sprinkler Program 2001 File: REMOTE AREA 2.1 LH.the Node Node Flow K-factor Elevation Pressure Diameter Node Node Flow K-factor Elevation Pressure HWC Fittings Pipe Flow Velocity S37 0.00 19.42 22.41 2.703 S36 0.00 19.42 22.39 120 35.04 1.96 S36 0.00 19.42 22.39 2.703 S35 0.00 19.42 22.36 120 35.04 1.96 S35 0.00 19.42 22.36 2.703 S34 0.00 19.42 22.33 120 35.04 1.96 S34 0.00 19.42 22.33 2.703 44 0.00 17.25 23.03 120 2T 35.04 1.96 135 0.00 18.75 23.36 2103 S46 0.00 18.75 21.45 120 E 67.30 3.76 S46 0.00 18.75 21.45 2.703 S45 0.00 18.75 21.35 120 67.30 3.76 S45 0.00 18.75 21.35 2.703 L5 0.00 18.75 21.01 120 67.30 3.76 L5 0.00 18.75 21.01 2.703 L4 0.00 18.75 20.99 120 41.83 2.34 L4 0.00 18.75 20.99 2.703 L3 0.00 18.75 20.99 120 T 3.56 0.20 L3 0.00 18.75 20.99 2.703 L2 0.00 18.75 21.02 120 28.87 1.61 L2 0.00 18.75 21.02 2.703 Li 0.00 18.75 21.12 120 54.26 3.03 Li 0.00 18.75 21.12 2.703 45 0.00 17.25 22.98 120 2T 79.55 4.45 Page 8 of 10 Length Fric Loss Eqv Length Elev Loss Ttl Length Ttl FL 8.000 0.004 0.000 0.00 8.000 0.03 8.000 0.004 0.000 0.00 8.000 0.03 8.000 0.004 0.000 0.00 8.000 0.03 26.920 0.004 37.301 -0.94 64.220 0.23 147.080 0.012 9.325 0.00 156.410 1.91 7.920 0.012 0.000 0.00 7.920 0.10 28.330 0.012 0.000 0.00 28.330 0.35 3.000 0.005 0.000:. 0.00 3.000 0.02 3.000 0.000 18.651 0.00 21.650 0.00 12.000 0.003 0.000 0.00 12.000 0.03 12.000 0.008- 0.000 0.00 12.000 0.10 34.920 0.017 37.301 0.65 72.220 1.20 06/28/07 'THE Sprinkler Program 2001 - File: REMOTE AREA 2.1 LH.the Page 9 of 10 Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL S52 22.89 5.60 9.00 16.71 1.049 11.750 0.167 L6 0.00 18.75 15.61 120 T E 7.000 -4.22 22.89 8.50 18.750 3.13 S51 22.50 5.60 9.00 16.14 1.049 13.830 0.162 L6 0.00 18.75 15.61 120 2E.T 9.000 -4.22 22.50 8.35 22.830 3.69 L6 0.00 18.75 15.61 1.049 4.080 0.593 L4 0.00 18.75 20.99 120 T 5.000 0.00 45.39 16.85 9.080 5.38 S50 25.47 5.60 9.00 20.69 1.049 10.330 0.204 L5 0.00 18.75 21.01 120 2T E 12.000 -4.22 25.47 9.45 22.330 4.54 S49 25.31 5.60 9.00 20.44 1.049 11.760 0.201 L3 0.00 18.75 20.99 120 2T E 12.000 -4.22 25.31 9.40 23.760 4.78 S48 25.39 5.60 9.00 20.56 1.049 11.170 0.202 L2 0.00 18.75 21.02 120 2T E 12.000 -4.22 25.39 9.43 23.170 4.69 S47 25.29 5.60 9.00 20.39 1.049 12.670 0.201 Li 0.00 18.75 21.12 120 21 E 12.000 -4.22 25.29 9.39 24.670 4.95 136 0.00 18.75 23.41 2.703 199.330 0.009 Lii 0.00 18.75 21.31 120 3E 27.976 0.00 57.80 3.23 227.310 2.10 Lii 0.00 18.75 21.31 2.703 12.000 0.003 L10 0.00 18.75 21.27 120 0.000 0.00 32.25 1.80 12.000 0.04 L10 0.00 18.75 21.27 2.703 6.000 0.000 L9 0.00 18.75 21.27 120 0.000 0.00 6.70 0.37 6.000 0.00 L9 0.00 18.75 21.27 2.703 12.000 0.001 L8 0.00 18.75 21.29 120 0.000 0.00 18.92 1.06 12.000 0.01 L8 0.00 18.75 21.29 2.703 12.000 0.006 L7 0.00 18.75 21.35 120 0.000 0.00 44.55 2.49 12.000 0.07 06/28/07 'THE" Sprinkler Program 2001 0.00 18.75 21.35 2.703 000 17.25 22.96 - 120 21 70.08 3.92 25.55 5.60 9.00 - 20.83 1.049 0.00 18.75 21.31 120 2T E 25.55 9.49 25.55 5.60 9.00 20.82 1.049 0.00 18.75 21.27 120 2T E 25.55 9.49 25.62 5.60 9.00 20.94 1.049 0.00 18.75 21.27 120 2T 25.62 9.51 25.63 5.60 9.00 20.95 1.049 0.00 18.75 21.29 120 2T 25.63 9.51. 25.53 5.60 9.00 20.79 1.049 0.00 18.75 21.35 120 2T E 25.53 9.48 34.920 0.013 37.301 0.65 72.220 0.95 11.000 0.205 12.000 -4.22 23.000 4.71 10.830 0.205 12.000 -4.22 22.830 4.67 10.170 0.206 12.000 -4.22 22.170 4.56 10.170 0.206 12.000 - -4.22 22.170 - 4.56 11.420 0.204 12.000 -4.22 23.420 4.79 L7 46 S57 Lii S56 L10 S55 L9 S54 L8 S53 L7 File: REMOTE AREA 2 .1 LH.the Page 10 of 10 -Node Node Flow K-factor Elevation Pressure Diameter Length Fric Loss Node Node Flow K-factor Elevation Pressure HWC Fittings Eqv Length Elev Loss Pipe Flow Velocity Ttl Length Ttl FL Units Legend Flow = gpm Elevation = feet Pressure = psi Diameter = inches Velocity = ft/sec Length, Eqv Length, Ttl Length = feet Fric Loss = psi/ft Elev Loss, Ttl FL = psi 06/28/07 "THE" Sprinkler Program 2001 4 File: REMOTE AREA 2.1 LH.the Page 1 of 1 Hydraulic Summary WATER SUPPLY INFORMATION: Static (psi): 125.00 Residual (psi): 20.00 @ (gpm): 5,390.00 Hose (gpm): 100.00 System req. (gpm): 374.73 @ (psi): 31.67 Supply available: 124.24 psi Safety margin: 92.57 psi Maximum velocity in the system is: Continuity at all nodes satisfied to: Pipe Type Legend Bi = Blue Brute PVC Class 150 DO = Ductile Iron Class 50 10 = Schedule 10 DF = Allied Dyna-Flow/Super Flo 40 = Schedule 40 16.85 ft/sec in the pipe between Nodes: L6 and L4 0.01 gpm Fitting Type Legend T = Tee (flow turned 90 degrees E = 90 degree standard elbow GV = Gate valve NOTES: 06/28/07 "THE" Sprinkler Program 2001 Supply Flow Curve C PALOMAR FORUM BUILDING H LH .1 Test Date: 6/28/2007 Static Hydrant: INNOVATION DRIVE NORTH OF AVE. OF INDUSTRY Design GPM: 375 GPM Flow Hydrant: INNOVATION DRIVE SOUTH OF AVE. OF INDUSTRY Design PSI: 31.7 PSI Ps 125.0 PSI Test Static Pressure Reading Available Pressure at Design GPM: 124.2 PSI Pr 20.0 PSI Test Residual Pressure Reading . PSI Headroom: 92.57 PSI 75% GPMr 5390 GPM Test Flow at Residual Pressure GPM Headroom: 4683 GPM 1250% Flow Test Summary Curve 0A185 140 80 —• —Psi Desian Point 60 40 20 0 0 500 1000 1500 2000 2500 3000 3500 4000 Flow GPM GRAPH 1 Printed 6/28/2007 MATERIAL LIST NO. DESCRIPTION MATERIAL 1 Spring Pin Steel 2 Stem 0-Ring Buna-N 3 Spring Steel 4 Stem I Disc Holder Brass 5 Body Bronze 6 0-Ring Buna-N 7 Bonnet Nut Brass 8 Bonnet Brass 9 Lever Brass Size 1" A 3.06 B 4.13 C 2.85 Ship Wgt. 2.30 Qty. Case 1 Model 132 ctor's Test & Relief Valve .© UL Listed Relief Pressure 175 PSI ft Disc • 200 WOG @ 180 O Max 100% Pressure Tested ireaded Ends. Swivel Disc Holder Rising Stem • Integral Seat * UNITED BRASS WORKS, INC. 714 S Main St., Randleman, NC 27317 Tel: 800-334-3035 Fax: 800-498-4696 www.ubw.com JI1L isaooi REGISTERED COAtY Approved for indoor and outdoor use Low current draw High dB output Three sizes available 6", 8", 10" AC and DC models DC models are polarized for use with supervision circuitry Mount directly to standard 4" square electrical box Engineering Specifications @ @ <j~> LISTED A OV,D S4011 CS549 3005255 MEA approved 7135-1653:125 331-01-E 7135-1653:100 Models Available UL/FM Models ESV SSM24-6 SSM24-8 SSM24-1O SSVI2O-6 SSVI2O-8 SSV12O-1O ULC/Canadian Models SSM24-6A SSM24-8A SSM24-IOA SSVI2O-6A SSVI2O-8A SSV12O-10A Weatherproof Back Box WBB Product Overview System Sensor's SSM and SSV series bells are low current, high decibel notifi- cation appliances for use in fire and burglary systems or other signaling appli- cations.. Re iable Performance. The SSM and SSV series provide loud resonant tones. The SSM series operate on 24V-DC and are motor driven, while the SSV series operate on 120VAC utilizing a vibrating mechanism. Simplified Installation. For indoor use, the SSM and SSV series mount to a standard 4 inch square electrical box. For outdoor applications, weather- proof back box,, model number WBB, is used. Th.-- SSM and SSV series come pre-wired, to reduce installation time. The SSM series incorporate a polarized electrical design for use with supervision circuitry. Model shall be a SSM or SSV Series alarm bell. Bells shall have underdome strikers and operating mechanisms. Gongs on said bells shall be no smaller than nominal 6"I8'2110" (specify size) with an operating voltage of 24VDC or I20VAC (specify by part number). Bells shall be suitable for surface or semi- flush mc.Jnting. Outdoor surface mounted installations shall be weatherproof (using optional WEB weatherproof electrical box). Otherwise oells shall mount to a standard 4" square electrical box having a maximum projection of 2W'. Bells shall he locatrd as shown on the drawings or as determined by the Authority Having Jurisdiction. Bells shall be listed for indoor/outdoor use by Underwriters Laboratories and the California State Fire Marshal, and approved by Factory Mutual and MEA. System Sensor - Far East Ph: 85.22.191.9003 Fx: 85.22.736.6580 System Sensor - Australia Ph: 613.54.281.142 Fx: 613.54.281.172 System Sensor - India Ph: 91.124.637.1770 x.2700 Fx: 91.124.637.3118 System Sensor - Russia Ph: 70.95.937.7982 Fx: 70.95.937.79838 Standard Specifications Operating Temperature Range —31°F to 140°F Operating Voltage SSM series 24VDC SSV series I20VAC Termination Service Use Provided with 2 sets of leads for Fire Alarm in/out wiring. General Signaling Burglar Alarm Warranty 3 years Model Gong Diameter (inches) Nominal Voltage Operating Voltage Limit Maximum Current Sound Output (dBA) SSM24-6 6 Regulated 82 SSM24-8 8 24VDC 16 to 33V DC DC-31.1mA/ 80 SSM24-10 10 FWR-53.5mA 81 SSV120-6 6 Regulated 85 SSVI20-8 8 120VAC 96 to I32VAC 53mA 82 SSVI20-10 10 82 * Sound output measured at Underwriter Laboratories, as specified in UL464 Ordering Information UL/FM Model Numbers ULC/Canadian Models Description SSM 24-6 SSM24-6A Bell, 6", 24VDC, Polarized, 82dBA SSM24-8 SSM24-8A Bell, 8", 24VDC, Polarized, 80dBA SSM24-10 SSM24-IOA Bell, 10", 24VDC, Polarized, 81dBA SSVI20-6 SSV120-6A Bell, 6", I20VAC, 85dBA SSV120-8 SSV120-8A Bell, 8", I20VAC, 82dBA S5V120-10 SSV120-I0A Bell, 10", I20VAC, 82dBA WBB Weatherproof Back Box for SSM and SSV series, when installed outdoors System Sensor Sales and Service System Sensor Headquarters System Sensor Canada System Sensor in China 3825 Ohio Avenue Ph: 905.812.0767 Ph: 86.29.8832.0119 St. Charles, IL 60174 Fx: 905.812.0771 Fx: 86.29.8832.5110 Ph: 800/SENSOR2 System Sensor Europe System Sensor in Singapore Fx: 630/377-6495 Ph: 44.1403.276500 Ph: 65.6273.2230 www.systemsensor.com Fx: 44.1403.276501 Fx: 65.6273.2610 0 2005 System Sensor. The company reserves the right to change product specifications without notice. A05-0260-007.9/05.#1521 150 Y 300 0 250 EA Q 200 o/oo ' ATER cc ' SHCRflrT 4fliNLLSA. 300 psi Gauge Part No. 01934A 1/4 NPT---._ D Figure 1 Water Pressure Gauge Dimensions A B C D 3-45/64' 1-9/64' 2-23/32' 9/16' 15/32' (94 nn) (29 nn) (69 Mn) (14 nn) (12 nn) March 18, 2002 906 a 1. PRODUCT NAME Water Pressure Gauge, 300 psi rated Part Number 01934A Available since 1977 MANUFACTURED FOR The Viking Corporation 210 N. Industrial Park Road Hastings, Michigan 49058 U.S.A. Telephone: (616) 945-9501 (877) 384-5464 Fax: (616) 945-9599 e-mail: techsvcs@vikingcorp.com PRODUCT DESCRIPTION Viking Water Pressure Gauges give vi- sual indication of the water pressure available to the fire protection system. TECHNICAL DATA LISTINGS AND APPROVALS UL and ULC Listed, FM Approved MATERIALS Case: ABS (Acrylonitrile Butadiene Sty-. rene) Window: Polycarbonate Dial: Black figures on White Back- ground Pointer: Black, Aluminum Movement: Suspended Spring with Polyester Segment Bourdon Tube: Bronze Socket: Brass, Soft Soldered Connection: 1/4" NPT Working Pressure: 300 psi (2068kPa) AVAILABILITY & SERVICE The water gauge is available through a network of Domestic, Canadian, and In- ternational Distributors. Seethe Yellow Pages of the telephone directory for your closest distributor (listed under "Sprinklers Automatic Fire") or contact The Viking Corporation. Viking Technical Data may be fund on The Viking Corporation's Web site at http://www.vikingcorp.com. The Web site may include a more recent edition of this Technical Data Page. GUARANTEES For details of warranty, refer to Viking's current list price schedule or contact Vi- king directly. INSTALLATION A. Gauges are to be installed in accor- dance with the latest published stan- dards of the National Fire Protection Association or other similar organi- zations, and also with the provisions of governmental codes, ordinances, and standards whenever applicable. Gauges must be handled with care. They must be stored in a cool, dry place in their original shipping con- tainer. Never install gauges that have been dropped or damaged in any way. Such gauges should be de- stroyed immediately. Adequate heat must be provided where gauges are installed. The gauges must be protected from mechanical damage. Install the gauges according to the following steps: Apply a small amount of pipe-joint compound or tape to the external threads of the gauge only. Take care that no joint compound is al- lowed into the orifice of the gauge. Turn the unit clockwise to thread the gauge into the 1/2' (15 mm) NPT outlet of the coupling. DO NOT over-tighten the gauge. NOTE: Units of measure in parentheses may be approximations. Form No. F_052197 Replaces page 906 a-b, dated July 1, 1999. (Re- moved 600 PSI gauge and revised front view drawing of gauge. Now shows manufacturer, Ashcroft). UL ULC/Canadlan Models Models WFD20 WFD20A WFD25 WFD25A WFD30-2 WFD30-2A WFD35 WFD35A WFD40 WFD40A WFD50 WFD50A WFD60 WFD60A WFD80 WFD80A Replacement Parts A3008-00 Retard Mechanism A77-01-02 Terminal Block 546-7000 Cover Tamper Switch Kit WFDW Cover Wrench WFDN4 Replacement gasket kit Product Overview New WFD30-2 models install in 2" System Sensors WFD series is compatible with schedule 10 through 40 steel pipe, hole sizes sizes 2" through 8", and can be mounted in a vertical or horizontal position. UL models are NEMA 4 rated Robust Construction. The WFD series consists of a rugged, NEMA 4 rated enclo- Sealed retard mechanism assures that sure. Designed for both indoor and outdoor u, the WFD series operates across the retard is not contaminated by dust a wide temperature range, frori 32°F to 120°E and dirt when the cover is removed Reliable Performance. UL listed models are equipped with tamper resistant cover Visual switch activation permits installer screws to prevent unauthorized entry. Inside, two sets of SPDT (Form C) syn- to accurately set retard under noisy chronized switches are enclosed in a durable terminal block to assure reliable conditions performance. Rugged, dual SPDT switches are False Alarm Immunity. The 'WFD series incorporates a mechanical retard feature, enclosed in a durable terminal block which minimizes the risk of false alarm due to pressure surges or air trapped in Accommodates up to 12 AWG wire the sprinkler system. In additic-n, the mechanical retard's unique sealed design is 100% synchronization activates immune to dust and other contaminants. both alarm panel and local bell Simplified Operation. The WFD series is designed to simplify installation. Two simultaneously conduit openings permit easy attachment to the local alarm system. The retard o mechanism and dual SPDT sw:tches are field-replaceable. LISTED CS169 S739 7770-1209,140 M E A approved AwAmEo 167-93-E 1W9A2.AH WED WED listed FACP Tthrusting l ,elIbi1 Bii1 {______________ dotlI 01 lyploal POOP Connection ir Topo:n bal B,eIdIe0to0h0entot Co. L_,.J eupe,vieion or connacilon. DO NO Tallow etnpped wIre WED switch assembly leodero aotandb 000 switch housing. DO NOT Typical Local Bell Connection loop wired. Engineering Specifications Vane-type war.erflow detectors shall he installed on system piping as designated on the drawing and/or as specified herein. Detectors shall mount on any clear pipe span of the appropriate nominal size, either a vertical upfiow or horizontal run, at least 6" from any fittings which may change water direction, flow rate, or pipe diameter or no closer than 24" from a valve or drain. Detectors shall have a sensitivity in the range of 4 to 10 gallons per minute and a static pressure rating of 450 psi for 2" - 8" pipes. The detector shall respond to waterfiow in the specified direction after a preset time delay which is field adjustable. The delay mechanism shall be a sealed mechanical pneumatic unit with visual indication of actuation. The actuation mechanism shall include a polyethylene vane inserted through a hole in the pipe and connected by a mechanical linkage to the delay mechanism. Outputs shall consist of dual SPDT switches (Form C contacts). Two conduit entrances for standard fittings of commonly used electrical conduit shall be provided on the detectors. A grounding provision is provided. Unless noted, enclosures shall be NEMA 4 listed by Underwriters Laboratories Inc. All detectors shall be listed by Underwriters Laboratories Inc. for indoor or outdoor use. Service Use Automatic Sprinkler: NFPA-13 One or Two Family Dwelling: NFPA 13D Residential Occupancies up to 4 Stories: NFPA 13R National Fire Alarm Code: NFPA-72 Enclosure Rating* NEMA 4 suitable for indoor/outdoor use Cover Tamper Switch Standardwith ULC models Optional for UL models, part no. 546-7000 Shipping Weight WFD20: 4.2 lbs. WFD40: 5.2 lbs. WFD25: 4.3 lbs. WFD50: 6.3 lbs. WFD30-2: 4.5 lbs. WFD60: 6.8 lbs 11 WFD35: 4.7 lbs. WFD80: 7.5 lbs. I'--Ti: L 00 and B oonnncOono Oolii Delay Adjustment Dial: ) I .1rus, were, 1. -.In Dust switches 0 Delay ~0, 4 0n t 00 o,1 , /msw~CH A A be ombined permit 'prli11-:1..lione to c I dot Idol 0 T011 CONTACTAATINGS Standard Specifications Static Pressure Rating 450 PSI* Triggering Threshold Bandwidth (Flow Rate) 4-10 GPM Maximum Surge 18 Feet Per Second (FPS) Compatible Pipe: Steel water pipe, schedule 10 through 40 Contact Ratings. Two sets of SPOT (Form C) 10.0 A, 1/2 HP @ 125/250 VAC 2.5 A @ 6/12/24 VDC Overall Dimensions Installed: Conduit Entrances Two openings for t4" conduit. One open, one knock- Out type Operating Temperature Range 32°F to 120°F (0°C to 49°C) Warranty 3 Years U.S. Patent Numbers 3,845,259 4,782,333 5,213,205 45 U bell our .6 Pipe saddle .I 1..... NOTE: Retard time nioy exceed 90 0090rido. 04001 and 9eOry that Snot d000 not 0000ed 90 0000ndo, Pipe P10010 vane - WFD20 4.6 I_Model Width Model Width WFD25 4.6W WF00 JWFD4; UttaIt— WFD3O-2 5.2 WFO6O 9.0" WFD35 5.7 WFti80 10.8' en— Width: See Table—. Ordering Information UL Model Numbers ULC/Canadian Model Numbers Pipe Size Hole Size WFD20 WFD20A 1%" WFD25 WFD25A 2%" 1%" WFD30-2 WFD30-2A 2" WFD35 WFD35A 3%" 1%" WFD40 WFD40A 2" WFDSO WFD50A 2" WFD60* WFD60A 2" WFD80* WFD80A 8" H 2" *Maximum pressure rating 400 psi as approved by Factory Muuat. System Sensor Sales and Service Part Number Description A3008-00 Retard mechanism A77-01-02 Terminal block 546-7000 Tamper proof switch kit WFDW Tamper proof wrench for cover WFDN4 Gasket kit System Sensor Headquarters System Sensor Canada System Sensor In China System Sensor — Far East 3825 Ohio Avenue Ph: 905.812.0767 Ph: 86.29.8832.0119 Ph: 85.22.191.9003 St. Charles, IL 60174 Fx: 905.812.0771 86.29.8832.5119 Fx: 85.22.736.6580 Ph: 800/SENSOR2 System Sensor Europe System Sensor In Singapore System Sensor - Australia Ix: 630/3776495 Ph: 44.1403.891920 Ph: 65.6273.2230. Ph: 613.54.281.142 www.systemsensor.com Fx: 44.1403.891921 Fx: 65.6273.2610 Fx: 613.54.281.172 System Sensor - India Ph: 91:124.237.1770 x.2700 Fx: 91.124.237.3118 System Sensor - Russia Ph: 70.95.937.7982 Fx: 70.95.937.7983 02005 System Sensor. The company reserves the right to change product specifications Without notice. A05-0180010.6/05.1.381 Technical Data Model: Sprinkler Head Cabinet Style: 3, 6 or 12 head Standard Finish: Red enamel Mfgr. Source: Non-domestic Capacity: 3 sprinkler heads 6 sprinkler heads 12 sprinkler heads 3jr 6 & 12 Head Sprinkler Head Cabinet Dimensions: 3 head -5" high x 71A" long x 2%" deep 6 head -5" high x 14" long x 3W deep 12 head 5" high x 14Y4" long x 5" deep Weight: 3 head - 1.5 lbs. 6 head - 2.3 lbs. l2 head -4lbs. Sprinkler Head Cabinet Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 DProduct Description Central Sprinkler Head Cabinets are constructed of a metal enclosure with a hinged cover designed to provide on-site storage of an emergency supply of sprinkler heads and a sprinkler head wrench. NFPA 13 requires a representative number of each type of sprinkler head used in a sprinkler system to be stored in a cabinet on-site to allow for immediate removal and replacement of sprinklers which may have operated or become damaged. Central Sprinkler Head Cabinets are manufactured of heavy gauge steel with knock-outs to accommodate either ½" or %" N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in three (3), six (6) or twelve (12) head capacity. No. 28-6.0 rA Installation Central's Sprinkler Head Cabinet is designed with two 3A6 diameter holes -for -wall mounting or direct attachment to the system riser with a strap-type hanger. The Cabinet should be installed at or near the system control valve and must be stocked with an adequate supply of spare sprinklers and a sprinkler wrench. The stock of spare sprinklers should include sprinklers of each type and temperature rating as are installed in the sprinkler system, in the following quantities: Sprinklers Spare Sprinklers In System Required under 300 6 300-1000 12 over 1000 24 The Cabinets are designed to accept both Wand 3A" N.P.T. threaded sprinklers. For 1A" N.P.T. sprinklers, leave the removable knockout in the hole. For 3A" N.P.T. sprinklers, insert a screwdriver blade from the front top of the shelf and under the near bottom part of the knockout annular ring. Press the screwdriver handle down to remove the knockout ring. The hole, with the knockout ring removed, will accept a 34 N.P.T. sprinkler. Care & Maintenance The Cabinet, wrench, and stock of spare sprinklers should be inspected at least quarterly. The following items should be checked: The Cabinet should be readily accessible, and not exposed to a corrosive atmosphere or temperatures in excess of 100°F/380C. The stock of spare sprinklers should include an adequate number of each type and temperature rating. The stock of sprinklers must be in good condition. Asprinklerwrench of the appropriate type must be included in the Cabinet. fl Ordering Information When placing an order, indicate the full product name. Please specify the quantity, model, style, capacity, and size. Sprinklers, wrenches, and hard- ware for hanging are not supplied with the Cabinet. They must be ordered separately. Availability and Service: Central sprinklers, accessories, and other products are available throughout the U.S. and Canada, and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362-0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from date of shipment. Please refer to the current Price List for further details of the warranty. Conversion Table: 1 inch = 25.400 mm 1 foot =0.3048M 1 pound = 0.4536 kg Conversions are approximate. CENTRAL Central Sprinkler Company 451 North Cannon Avenue, Lansdale, PA 19446 ©1994 Central Sprinkler Company Phone (215) 362-0700 Printed in U.S.A. FAX (215) 362-5385 Hd.Cab.2 tqco /Firë & Building / Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series TY-FRL - 28,5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The Series TY-FRL, 2.8, 5.6, and 8.0 K-factor, Upright and Pendent Sprin- klers described in this data sheet are quick response - standard coverage, solder type spray sprinklers designed foruse in light and ordinary hazard, commercial occupancies such as banks, hotels, shopping malls, schools, hospitals, etc. - The recessed version of the 2.8 and 5.6K-factor, Series TY-FRL Pendent Sprinkler, where applicable, is in- tended for use in areas with a finished ceiling. It uses a two-piece Style 20 (1/2 inch NPT) Recessed Escutcheon. The Recessed Escutcheon provides 1/4 inch (6,4 mm) of recessed adjust- ment or up to 1/2 inch (12,7 mm) of total adjustment from the flush pen- dent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut An intermediate level version of the 5.6 and 8.0 K-factor, Series TY-FRL Pen- dent Sprinkler can be obtained by util- izing the Series TY-FRL Pendent Sprinkler in combination with the Model S4 Shield. IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautionS with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage I a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. WARNINGS The Series TY-FRL Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Model/Sprinkler Identification Numbers TY1121 - Upright 2.8K, 1/2"NPT TY1221 - Pendent 2.8K, .1/2'NPT (TY3121 - Upright 5.6K,1/2NPT'> TY3221-. Pendent5.6K, 1/2'NPT TY4121 - Upright 8.0K, 3/4'NPT TY4221 - Pendent 8.0K, 3/4"NPT TY1121 is a redesignation for S1879 and G8973. TY1221 is a redesignation for S1880 and G8971. TY3121 is a redesignation for S1864 and G8974. TY3221 is a redesignation for S1865 and G8972. TY4121 is a redesignation for 81866 and G8174. TY4221 is a redesignation for S1867 and G8172. Page 1 of 6 JULY, 2004 TFPI3O ENC NGE 2-7/8"(73,0 mm) DIA. --1 Page 2 of 6 TFPI3O STYLE 20 RECESSED ESCUTCHEON DEFLECTOR* WRENCH 1/2'** ESCUTCHEON \ AREA NPT PLATE SEATING H (68,3 2-11/16" 7/16" (68,3 mm) - 1/16' 21 mm)1 SURFACE (11,1 mm) NOMINAL 2" MAKE-IN (50, 8 UPRIGHT PENDENT RECESSED PENDENT CROSS SECTION 1 - Frame 3 - Deflector 5 - Link Assembly 7 - Button * Temperature rating is indicated on deflector. 2 - Strut 4- Hook 6- Ejection 8- Seal **Pipe thread connections per ISO 7/1 can be provided on Spring 9 - Bushing special request. FIGURE 1 QUICK RESPONSE SERIES TV-FRL UPRIGHT (TY1121) AND PENDENT (TV1221) SPRINKLERS 2.8 K-FACTOR, 1/2 INCH NPT DEFLECTOR* WRENCH 1/2"** ESCUTCHEON PLATE SEATING AREA NPT SURFACE 2-11/16" 1 (68,3 mm) STYLE 20 RECESSED ESCUTCHEON 7/16' I (11,1 mm) (68,3 mm) I I NOMINAL I 2" (50,8 mm) I MAKE-IN 2-7/8'(73,0 mm) DIA. -"-I UPRIGHT PENDENT RECESSED PENDENT CROSS SECTION 1 - Frame 3 - Deflector 5 - Link Assembly 7 - Button * Temperature rating is indicated on deflector. 2 - Strut 4- Hook 6- Election 8- Seal **Pipe thread connections per ISO 7/1 can be provided on Spring special request. FIGURE 2 QUICK RESPONSE SERIES TY-FRL UPRIGHT (TV3121) AND PENDENT (P13221) SPRINKLERS 5.6 K-FACTOR, 112 INCH NPT TFPI3O Page 3 of 6 DEFLECTOR* WRENCH 314"** CEILING PLATE AREA NPT SEATING SURFACE 2l3/i60 (71,4 mm) \ 1/2° I (12,7 mm) I NOMINAL MAKE-IN DEFLECTOR* 1 - Frame 2 - Strut UPRIGHT 3 - Deflector 4- Hook 5- Unk Assembly 6 - Ejection Spring PENDENT CROSS SECTION Button * Temperature rating is indicated on deflector. Seal **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 3 QUICK RESPONSE SERIES TY-FRL UPRIGHT (TV4 121) AND PENDENT (TY4221) SPRINKLERS 8.0 K-FACTOR, 3/4 INCH NPT Technical Data Approvals UL and C-UL Listed. FM, NYC, and LPCB Approved. (Refer to Table A for complete approval information including corrosion resis- tant status.) Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K = 2.8 GPM/psi112 (40,3 LPM/barll2) K'= 5.6 GPM/psi1'2 (80,6 LPMIbar112) K = 8.0 GPM/psi"2 (115,2 LPM/bar1/) Temperature Ratings Refer to Table A Finishes Sprinkler: Refer to Table A Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame .............Bronze Strut . . . . . . . . . . . . . . Monel Deflector ...........Bronze Hook . . . . . . . . . . . . . . Monel Link Assembly .........Nickel Ejection Spring . . . . . . . . Inconel Button .............Bronze Seal ..............Teflont Bushing (2.8K only) ......Brass t DuPont Registered Trademark Operation The fusible link (heat collector) assem- bly is comprised of two halves that are joined together by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate, allowing the sprinkler to operate. Design Criteria The Series TY-FRL Pendent and Up- right Sprinklers are intended for fire protection systems designed in ac- cordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the requirements of NFPA 1 3, and EM Approval is based on. the requirements of FM's Loss Pre- vention Data Sheets). Only the Style 20 Recessed Escutcheon, as applica- ble, is to be used for recessed pendent installations. Installation The Series TY-FRL Sprinklers must be installed in accordance with the follow- ing instructions: NOTES A leak tight 1/2 inch NPTsprinkler joint should be obtained with a torque of 7 to 14 ft. lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft. lbs. (28,5 Nm) of torque may be used to install sprinklers with 1/2 NPT connections. A leak tight 3/4 inch NPT sprinkler joint should be ob- tained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maximum of 30 ft. lbs. (40,7 Nm) of torque is to be used to install sprinklers with 3/4 NPT con- nections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon plate by under- or over-tightening the sprinkler; Readjust the position of the sprinkler fitting to suit. The Series TY-FRL Pendent and Up- right Sprinklers must be installed in accordance with the following instruc- tions. Step 1. Pendent sprinklers are to be installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Page 4 of 6 SPRINKLER FINISH K TYPE TEMP. RATING FRAME COLOR CODE NATURAL BRASS I I CHROME I PLATED 2.8 1/2 NPT PENDENT (TY1221) 165017/74°C Unpainted 1,2,5 212°F/1 00°C White UPRIGHT (TY1121) 165°F/74°C Unpainted 212°F/1 00°C White RECESSED PENDENT (TY1221 wi Style 20) 1650F/74°C Unpainted 212°F/1 00°C White SPRINKLER FINISH K TYPE TEMP. FRAME COLOR CODE IRATING NATURAL BRASS CHROME PLATED 5.6 PENDENT (TY3221) 165°F174°C Unpainted 1,2, 3, 4, 5 212°17/100°C White 1,2,31 5 1/211 NPT UPRIGHT (TY3121) 165°F174°C Unpainted 1,2, 3,4, 5 212°F/100°C White 1,2, 3,5 RECESSED PENDENT (TY3221 wi Style 20) 165017/740C Unpainted 1, 2, 5 212°F/1 00°C White SPRINKLER FINISH K TYPE TEMP. RATING FRAME COLOR CODE NATURAL BRASS CHROME PLATED 8.0 3/4" NPT - PENDENT (TY4221) 165°F1740C Unpainted 1,2.3,5 212°F/100°C White UPRIGHT (1Y4121) 1651F/74°C Unpainted 212°F/1000C White NOTES; Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/03) as Quick Response Sprinklers. Approved by the City of New York under MEA112-04-E. N/A: Not Available TABLE LABORA TORY LISTINGS AND APPROVALS TFPI3O Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 9 Sprinkler Wrench (Ref. Figure 6). With reference to Figures 1, 2, and 3, the W-Type 9 Sprinkler Wrench is to be applied to the wrench area. The Series TY-FRL Recessed Pen- dent Sprinklers must be installed in accordance with the following instruc- tions. Step A. After installing the Style 20 Mounting Plate, as applicable, over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 12 Recessed Sprinkler Wrench (Ref. Figure 7). With reference to Figure 1, or 2, the W-Type 12 Recessed Sprin- kler Wrench is to be applied to the sprinkler wrenching flanges. Step C. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 20 Closure over the Series TY-FRL Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Page 5 of 6 WRENCH RECESS TFPI3O 1/2±1/8 2-7/8" DIA. 1/2(12,7mm) (12,7±3,2MM) (73,0 mm) 1/4" (6,4 mm) FACE OF L.. 2-1/4" DIA. j MOUNTING SPRINKLER (57,2 mm) I PLATE FITTING MOUNTING SURFACE -, (d, mm tt (44.5 mm) 1-1/2" (38,1 mm) CLOSURE TY-FRL FIGURE 4 SERIES TY-FRL (TY1221) RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT 1/2*1/8" - 27/8"DIA. 1/2"(12.7 mm (12,713,2 mm) (73,0 mm) 1/4"(6,4 mm) FACE OF r 2-1/4" DIA. _ MOUNTING SPRINKLER (57,2 mm) I PLATE FITTING t \ - MOUNTING SURFACE CLOSURE TY-FRL PUSH WRENCH UP TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 7 W-TYPE 12 RECESSED SPRINKLER WRENCH FIGURE 5 SERIES TY-FRL (TY3221) RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NP Care and Maintenance The Series TY-FRL Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTES Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shutdown the affected fire protection system must be obtained from the proper authorities and all personnel who maybe affected by this action must be notified. Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied oE over-heated sprinklers must be replaced. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. MODEL/SIN 973 2.8K UPRIGHT (1/2'NPT) TV1121 981 2.8K PENDENT (1/2'NPT) TV1221 974 5.6K UPRIGHT (1/2'NPT) TY3121 982 5.6K PENDENT (112"NPT) TY3221 8.0K UPRIGHT (3/4'NPT) TY4121 i 174 172 8.0K PENDENT (3/4'NPT) TY4221 RATING I 165 I 165°F/74C I I 212 I 212°F/1 00°C I Page 6 of 6 TFPI3O P/N 58-XXX-X-XXX TABLE B PART NUMBER SELECTION SERIES TY-FRL PENDENT AND UPRIGHT SPRINKLERS Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to Assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE. Ordering Procedure When placing an order, indicate the full product name. Refer to the Price List for complete listing of Part Numbers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (Specify Model/SIN), Quick Response, (specify K-factor), (specify temperature rating), Series TY-FRL (specify Pendent or Upright) Sprinkler with (specify type of finish), P/N (spec- ify from Table B). Recessed Escutcheon: Specify: Style 20 Recessed Escutch- eon with (specify finish), P/N (specify). 1/2' (15 mm) Style 20 Chrome Plated .........P/N 56-705.9.010 1/2' (15 mm) Style 20 White Color Coated................P/N 56-705-4-010 1/2' (15 mm) Style 20 Brass Plated ...........P/N 56-705-2.010 Sprinkler Wrench: Specify: W-Type 9 Sprinkler Wrench, P/N 56-000-1-849. Specify: W-Type 12 Sprinkler Wrench, P/N 56-798-1-001. TYCO FIRE PRODUCTS 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Fig. 2— Adjustable Band Hanger Fig. 2NFPA - Adjustable Band Hanger with Reduced Rod SCS Component of State of California OSHPD Approved Seismic Restraints System Size Range - Size 21/20 thru 40 pipe. Material - Carbon Steel, Pre-Galvanized Function - Recommended for the suspension of non-insulated pipe or insulated pipe with Fig. 220 shield. Fig. 2NFPA accommodates the reduced rod schedule of the National Fire Protection Association Pamphlet 13. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Factory Mutual Engineering approved. Conforms to Federal Specification WW-H-171 E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). Finish - Pre-Galvanized Note - Available in Stainless Steel materials. Order By - Figure number, pipe size and material Dimensions • Weights Pipe Max. Rec. Approx WtJ100 Size Rod Size A B C Load Lbs. Fig. 2 Fig. 2NFPA 21/2 . 1/2° 53/ 41/4 1/ 600 41 40 3 1/2* 6 41/8 11/4 600 45 43 31/ 1/2* 73/8 51/4 21/8 600 52 50 4 5/8* 73/s 5 1 1000 59 56 5 5/8° 9 Va 21/4 1250 97 95 6 3/4** 93/s 61/2 111/8 1250 139 105 * 3/8* nut is used when NFPA rod sizing is requested. 1/2° nut is used when NFPA rod sizing is requested. OFRCMANUFAC11JRING FACIUTY • 1375 SAMPSON AVE • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 4A — Pipe Clamp for Sway Bracing Size Range - 4 thru 8' pipe. For sizes smaller than 4' use TOLCOTM Fig. 4. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) 4' thru 8'. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Installation Instructions - Install Fig. 4A Pipe Clamp on pipe to be braced. Attach Sway-Brace Fitting to 1/211 Clamp bolt (Sway-Brace Fitting to be on outside ears of clamp). Tighten securely. (mm. torque requirement - 50 ft. lbs.) Sway Brace Assemblies are intended to be installed in accordance with NFPA 13 and the Manufacturers Installation Instructions. Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, pipe size and finish SCS Component of State of California OSHPD Approved Seismic Restraints System Fig. 4A - Longitudinal Brace Fig. 4A - Brace Dimensions • Weights Pipe Max. Horizontal Approx. Sizes A B C D Bolt Size Design Load WtJ100 4 8/ 9/16 33/ 341/ 1/2 2015 221 5 9L. 9/16 3 7/8 43/8 1/2 2015 253 6 111/2 5/8 5 51/ 1/2 2015 513 8 131/ 3/4 611/to 61/ 1/2 2015 ---- 601 OFFICE/MANUFACTURING FACIIJ1Y • 1375 SAMPSON AVE • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.186.5266 www.tolco.com Fig. 25 Surge Restrainer Size Range - One size fits 3/4° thru 2° pipe. Material - Steel Function - Designed to be used in conjunction with TOLCOTM 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 bank hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association (NFPA 13, 1999 Edition), 6-2.3.3, 6-2.3.4 and A-6i-2.3.3 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed Qfl!Y 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 OFFICEIMANUFACTURING FACIUTY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.731.0330 CUSTOMER SERVICE • 800.786.5266 www.talco.com (sc® Component of State of California OSHPD Approved Seismic Restraints System Fig. 65 and Fig. 66 - Reversible C-Type Beam Clamps 3/4" and 11/4" Throat Openings Size Range - (Fig. 65 and Fig. 66) 3/8", 1/2" and 5/8" rod Material - Carbon Steel with hardened cup point set screw and jam nut Function - Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (Fig. 65) or 11/4" (Fig. 66). Features - All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Factory Mutual Engineering approved. Conforms to Federal Specification WW-H-171E, Type 23 and Manufacturers Standardization Society SP-69, Type 19. Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet 13, 3/8" rod will support 1/2" thru 4" pipe, 1/2" rod will support 1/2" thru 8" pipe. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects. please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By Figure number, rod size and finish Fig. 65 Patent #4,570,885 Fig. 65 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 3/8 1-Y16 3/4 1 7/16 1 610 28 1/2 1½ 3/4 1 9/16 1A 1130 55 5/8 1½ 3/4 1 9/16 1A 1130 55 * Max. loads for clamp with set screw in up or down position. Fig. 66 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 3/8 1V18 1A 1 7/16 1 610 28 1/2 1½ 13/4 1 9/16 1A 1130 55 5/8 1½ 1A 1 9/16 1A 1130 55 * Max. loads for clamp with set screw in up or down position. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 69 - Beam Clamp Retaining Strap Size Range - 3/8' thru 7/8' rod by 4" thru 16" length.* Function -To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13 (1999) 6-4.7.1. Important Note - Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mechanism of some kind such as a hex nut or the beveled locking slot on the TOLCOTM Fig. 69R will provide a more secure reliable installation. Approvals - Underwriters' Laboratories listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. 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 - Pre-Galvanized Order By - Figure number, type, length "B" and rod size being used with beam clamp Note -Minimum return on Strap: 1'. Dimensions • Weights Type Rod Size A Hole Size B 1 3/8 7/16 Specify 1/2 9/16 Specify 2 5/8 11/16 Specify 3/4 13/16 Specify 3 3/8 -7/8 Specify Specify * Longer lengths are available, consult factory. SCS Component of State of California OSHPD Approved Seismic Restraints System OFFICEJPIANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tnlco.com Fig. 69R - Retrofit Capable Beam Clamp Retaining Strap Size Range - 3/8" and 1/2" rod; 4" thru 16" length.** Material - Pre-Galvanized Steel Function - To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13 (1999) 6-4.7.1. Features - Beveled locking slot* is precisely formed to align with the threaded section of a hanger rod or set screw and engage the unit securely. May be used as shown in section "A-A" or inverted. Allows easy installation for new construction or retrofit applications. Important Note - Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mechanism of some kind, such as the beveled locking slot of the Fig. 69R or a hex nut tightened against other types of retaining straps will provide a more secure and reliable installation., Approvals - Underwriters' Laboratories listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. 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 - Pre-Galvanized A - A Order By - Figure number, rod or set screw size and length Note - Minimum return on Strap: 10. Dimensions • Weights * Patent #5,947,424 Rod Size A Length 3/8 Specify 1/2' Specify OFFICEIMANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Model A Model B Fig. 120RWA (Models A&B) Retrofit Wrap Around U-Hanger Clamp Component of State of California OSHPD Approved Seismic Restraints System Size Range - Model A 1' thru 2" pipe Model B 1' thru 8° pipe Material - Carbon Steel Function - Clamp Models "A" and "B" are designed to restrain movement of the pipe within standard U-hangers as is required by NFPA 13. Where retrofit capability is crucial, the Fig. 120RWA is a labor efficient alternative to the standard TOLCOTM Fig. 120W Wrap Around U-Hanger. Features - Model "A" is installed fast and easily by hand. No tools are necessary Model "B" installs easily by tightening two hex nuts. Both Models feature a unique bracing slot that locks onto a standard U-hanger to become a solid unit that will stabi- lize the pipe during seismic activity or sprinkler head activation. Models "A" and "B" are designed to be used in retrofit or new construction applications. Both Models will clamp to existing U-Hangers without restriction to leg angle 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. NFPA 13 (1999) A-6-2.3.3. Finish - Model "A", Galvanized. Model "B", Plain and Galvanized. Consult factory for Stainless Steel material. Order By - Figure number, model, type numbers and pipe size Ordering Note - Order Model "A" by pipe size (1" thru 2'). Order Model "B" by the following type and pipe size: Type 1 - (1' and 11/4" pipe size) Type 2 - (11/2' and 20 pipe size) Type 3 - (21/2 and 3" pipe size) Type 4 - (4' pipe size) Type 6 - (5" and 6° pipe size) Type 8 - (8" pipe size) Important Note - The bracing slot feature is sized to fit the U-Hanger rod schedule as required by NFPA 13 as follows: 5/16° rod for up to 2" pipe 3/8° rod for 21/20 - 6" pipe 1/20 rod for 80 pipe For other rod size requirements consult factory. D OFFICE/MANUFACTURING FACIUTY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.7375599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com 3I8' Maximum Design Load 1265 Lbs. Bar joist shown aUa" to various roof mate -,any direction Fig. 825A - Bar Joist Sway Brace Attachment Size Range - One size accommodates all TOLCO Fig. 900 Series sway brace attachments. Maximum Horizontal Design Load 1265 lbs. Material - Carbon Steel Function - *To attach sway bracing to steel bar joist structural members. Features -This product's design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure non-friction connection without drilling or welding. Unique design reinforces point of connection to joist. Break off head bolt design assures verification of proper installation. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Important Structural Note: The TOLCO Fig. 825A has significant UL established design loads, however, structural issues related to the steel joist member require restricted location installation for all bracing. Steel Joist Manufacturers require that all earth- quake bracing connections be within 6' of the cord panel point. Installation of the Fig. 825A is not restricted to the two outer third sections of the joist. For greater design loads, refer to TOLCO Fig. 825. Finish — Plain Order By - Figure number and finish "Important Note -The Fig. 825A is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance. the UL Listing requires that the Fig. 825A must be used only with other TOLCO bracing products. Patent #6,098,942 OFFICE/MANUFACTURING FACIUTY • 1375 SAMPSON AVE. • CORONA, CA 92819 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com II1 Component of State of California OSHPD Approved Seismic Restraints System ,1 A Cup - Point Fig. 907 - 4-Way Longitudinal Sway Brace Attachment Size Range - 1" x 1", 1" x 11/4 and 11/4" X 11/4"bracing pipe. Material - Carbon Steel, hardened cone (or cup) point engaging screw Function - For bracing pipe against sway and seismic disturbances, Functions as as longitudinal brace connection when attached to a lateral brace pipe. Bracing connection must be positioned as close as physically possible to the braced pipe (No more than 3" away). Must be used only with TOLCO bracing components. When used in conjunction with TOLCO Fig. 1000, this combination bracing restricts piping movement in tension and compression both laterally and longitudinally. Features - Universal swivel design allows the Fig. 907 to achieve any angle of attachment required. Pipe end requires no threads - simply slide bracing pipes through fittings and tighten each set screw until lock washer is fully compressed, or extends 20 ft.-Ibs. Application Note - Length of bracing pipe per NFPA 13, Table 6-4.5.8 (UR=200); 1" schedule 40 pipe maximum 77: 11/4" schedule 40 pipe maximum 9'0". Alternative pipe materials are currently under review. Please consult factory. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, bracing pipe sizes and finish. Important Note -The Fig. 907 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure oerformance. the UL Listina reauires that the Fia. 907 must be used only with other TOLCO bracing products. The Fig. 907 is not intended for use with the Fig. 1001 Sway Brace Attachment. NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS. Tolco Fig, 1000 Tolco Fig. 980 Tolco Fig. 907 /TolCo Fig. 980 Tolco Fig. 907 Tolco Fig. 980 Dimensions • Weights Max. Design Approx. Pipe Size A B Load Lbs.* WtJ100 I x 1 43/4 43/4 655* 103 I X V!4 51/16 413/ 655* 107 P/4x 11/4 5/ 51/ 655* 109 * Load will accommodate up to 4 pipe at maximum spacing OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Component of State of y Fig. 909 - No-Thread Swivel Sway Brace Attachment Size Range - 1' bracing pipe. For brace pipe sizes larger than l, use TOLCO Fig. 980. Material - Carbon Steel, hardened cone point engaging screw Function -The structural component of a sway and seismic bracing system. Features - This product's design incorporates a concentric attach- ment opening which is critical to the performance of structural seismic connections. NFPA 13 (1999 Edition) Table 6-4.5.9 indicates clearly that fastener table load values are based only on concentric loading. No threading of the bracing pipe is required. Open design allows for easy inspection of pipe engagement. All steel construction eliminates deficiencies associated with malleable type attachments. Fastener can be mounted to all surface angles. Application Note - The Fig. 909 is used in conjunction with the TOLCO Fig. 1000, Fig. 1001, or Fig. 4 (A) pipe clamp, and joined together with bracing pipe. Install per NFPA 13 and/or TOLCO State of California OSHPD Approved Seismic Restraint Manual. The required type, number and size of fasteners used for the structure attachment fitting shall be in accordance with NFPA 13 and/or OSHPD. Installation - Extend bracing pipe through opening. Tighten cone point engaging screw until head bottoms out or minimum torque 23 ftilbs. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HOG finish. Order By - Figure number, pipe size and finish. Important Note —The Fig. 909 is precision manufactured to perform its function as a critical component of a complete bracing assembly. Sway brace assemblies are intended to be installed in accordance with NFPA 13 and the manufacturer's installation instructions. To ensure performance, the UL Listing requires that the Fig. 909 must be used only with other TOLCO bracing products. NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS. Dimensions • Weights Max. Design. Max. Design Load Approx. Pipe Size A B H* Load Lbs. Lbs. w/Washer WtJ100 1 6 1/ 17/32 2015 2765 91 Available with hole sizes to accommodate up to 3/4 fastener. Consult Factory. OFFICE/MANUFACTURING FACIUTY • 1375 SAMPSON AVE • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 860.786.5266 www.tolco.com Fig. 910- Swivel Sway Brace Fitting 77 Size Range - 1' and 11/4" bracing pipe. For brace pipe sizes larger than 11/41, use TOLCO Fig. 980. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbances. The building attachment component of a sway brace system; the Fig. 910 is used in conjunction with the Fig. 1001, Fig. 1000 or with a Fig. 4A Pipe Clamp and joined together with a brace pipe per NFPA 13. Features -This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (1999 Edition) Table 6-4.5.9 indicates clearly that fastener table load values are based only on concentric loading. Universal swivel design allows Fig. 910 to be attached at any surface angle. All steel construction. NFPA 13 (1999 Edition) Table 6-4.5.8: 1" Schedule 40 bracing pipe maximum 7'0°. 11/4l Schedule 40 bracing pipe maximum 9'0'. 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. Note —The Fig. 910 Swivel Attachment and the Fig. 1001, Fig. 1000 ,or Fig. 4A Pipe Clamp make up a sway brace system of (UL) Listed attachments and bracing materials which satisfies the requirements of Underwriters' Laboratories •• • • -. Protection Association (NFPA). Finish - Plain Note - Available in Electro-Galvanized and HDG finish Stainless Steel materials. Order By - Figure number, pipe size and finish. Note - Specific weight load conditions may require more than one fastener to the building surface. Sway brace attachments may be ordered with multiple and/or larger fastener mounting holes. Consult the factory. The Fig. 910 is precision manufactured to per- form its function as a critical component of a complete bracing assembly. To ensure performance, the UL Listing requires that the Fig. 910 must be used only with other TOLCO bracing products. Scs Component of State of California OSHPD Approved Seismic Restraints System Dimensions • Weights D Hole Max. Design Approx. Pipe Size A B C Size E F Load Lbs. WtJ100 1 2 11/2 3 9/16 Via 2 2015 88 1/16 3 9/16 2015 99 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 980 - Universal Swivel Sway Brace Attachment Size Range - One size fits bracing pipe I" thru 2", TOLCO 12 gauge channel, and all structural Component of State of California OSHPD Approved steel up to 1/4" thick. Seismic Restraints System Material - Carbon Steel Function - Multi-functional attachment to structure or braced pipe fitting. Features -This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (1999 Edition) Table 6-4.5.9 indicates clearly that fastener table load values are based only on concentric loading. Fits multiple sizes of bracing pipe, strut or structural steel. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Application Note - Install per NFPA 13 and/or TOLCO State of California (OSHPD) Approved Seismic Restraint Manual. Installation - Place bracing component into jaw fully and tighten bolt until head breaks off. 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. Note - The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000, Fig. 2001 or Fig. 4A Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters' Laboratories and the National Fire Protection Association (NFPA) Finish - Plain Note - Available in Electro-Galvanized finish. Order By - Figure number and finish: Important Note - The Fig. 980 is precision manufactured to perform its function as a critical component of a com- plete bracing assembly. To ensure performance, the UL Listing requires that the Fig. 980 must be used only with other TOLCO bracing products. NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS. Dimensions Weights Max. Design Approx. A B H* Load Lbs. WtJ100 51/4 1/8 17/32 2765 132 * Available with hole sizes to accommodate up to 314 fastener. Consult factory. OFFICEIMANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 1 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 1000 - "Fast Clamp" Sway Brace Attachment Size Range - Pipe size to be braced: il thru 6" Schedule 10 thru 40.* Pipe size used for bracing: 1' and 11/4" Schedule 40 IPS. * Additionally (UL) approved for use to brace Schedule 7 sprinkler pipe up to 4' (maximum horizontal design load 655 lbs.) Torque requirement 6 - 8 ft. lbs. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1000 is used in conjunction with aTOLCOTM Fig. 900 Series Fitting and joined together with bracing pipe per NFPA 13* or TOLCO OSHPD Approved Seismic Manual, forming a complete sway brace assembly. Features - Can be used to brace Schedules 7 thru 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe unnecessary. Unique design requires no threading of bracing pipe. Can be used as 4-way riser brace. Can be used as longitudinal brace with Fig. 907. All steel construction eliminates structural deficiencies associated with casting type sway brace fittings. Comes assembled and individually packaged with illustrated installation instructions - sizes are clearly marked. Steel leaf spring insert provided to assure installer and inspector necessary minimum torque has been achieved. Application Note - Position Fast Clamp and tighten two hex nuts until leaf spring flattens. A minimum of 1" pipe extension beyond the Fig. 1000 is recommended. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Order first by pipe size to be braced, followed by pipe size used for bracing, figure number and finish. Important Note -The Fig. 1000 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the UL Listing requires that the Fig. 1000 must be used only with other TOLCO bracing products. Component of State of California OSHPD Approved Seismic Restraints System : Maximum Design Load 1" thru 4" pipe size - 2015 lbs. 6" size 1265 lbs. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com (!D C (~D Component of State of California OSHPD Approved Seismic Restraints System Maximum Design Load 2015 Lbs. .F4CHNM WITh 10 MIN. F19. 2002-Sway Brace Attachment Size Range - Pipe size to be braced: 21/2 thru 8" all steel schedules, copper, plastic, FRP, cast iron and ductile iron. Consult factory when bracing other than steel. The Fig. 2002 accepts brace pipes sizes 1 h/2fl and 2 steel schedule 10 through schedule 40. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: The Fig. 2002 is used in conjunction with a TOLCOTM 900 Series sway brace attachments and joined together with bracing pipe. Install per NFPA 13 and/or TOLCO State of California OSHPD Approved Seismic Restrain Manual. Features - Unique design will not damage thin wall, plastic, copper or ductile iron pipe. Easy verification of proper installation by tightening bolts until ears touch. Installation - Place Fig. 2002 over pipe to be braced. Slide bracing pipe through attachment and tighten hex nuts until ears touch. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, pipe size to be braced, pipe size used for bracing (11/2" or 2") and finish. Important Note - The Fig. 2002 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance. the UL Listing requires that the Fig. 2002 must be used only with other TOLCO bracing products. OFFICEIMANUFACTURING FACIUTY • 1375 SAMPSON AVE • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com 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 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 Dlacement information relating to OSHPD projects. olease refer to the TOLCO Seismic Restraint Systems Guidelines Finish - Electro Galvanized Note - Available in HDG finish or Stainless Steel materials. Order By - Figure number Component of State of California OSHPD Approved C UL us LISTED Seismic Restraints System 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 WtJ100 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 4960 4420 222 114 8000 7140 360 1½ 11630 10370 510 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 a. CUSTOMER SERVICE • 800.786.5266 WWWJOICO.coITI ES-A-3000SS Series 30005S A1 A M E S Double Check Detector Assemblies Sizes: 21/2 - 12" (65— 300mm) Series 3000SS Double Check Detector Assemblies are designed for use in accordance with water utility non-health hazard containment requirements. It is mandatory to prevent the reverse flow of fire protection system substances, i.e., glycerin wetting agents, stagnant water and water of non-potable quality from being pumped or siphoned into the potable water supply. Specifications A Double Check Detector Assembly shall be installed on fire protection systems when connected to a potable water supply. Degree of hazard present is determined by the local authority having jurisdiction. The main valve body shall be manufactured from 300 Series stainless steel to provide corrosion resistance, 100% lead free through the waterway. The double check detector assembly consists of two independently operating, spring loaded check valves, two UL, FM, OSY resilient seated gate valves, and bypass assembly. The bypass assembly consists of a meter (cubic ft. or gallons), a double check including shutoff valves and required test cocks. Each cam-check shall be internally loaded and provide a positive drip tight closure against reverse flow. Cam-check includes a stainless steel cam arm and spring, rubber faced disc and a replaceable seat. There shall be no brass or bronze parts used within the cam-check valve assembly. The check valve seats shall be of molded thermoplastic construction. The use of seat screws as a retention method is prohibited. All internal parts shall be accessible through a single cover on the valve assembly. The valve cover shall be held in place through the use of a single grooved style two-bolt coupling. The bypass line shall be hydraulically sized to accurately measure low flow. The bypass line shall con- sist of a meter, a small diameter double check assembly with test cocks and isolation valves. The bypass line double check valve shall have a single access cover, two independently operating modular poppet check valves, and top mounted test cocks. The assembly shall be an Ames 3000SS. Materials Features Patented Cam-Check Assembly valve provides low head loss Short lay length is ideally suited for retrofit installations Stainless Steel body is half the weight of competitive designs reducing installation and shipping cost Stainless steel construction provides long term corrosion protection and maximum strength Single top access cover with two-bolt grooved style coupling for ease of maintenance No special tools required for servicing Compact construction allows for smaller vaults and enclosures Furnished with i/a" x 3/4 bronze meter (gpm or cfm) Detects underground leaks and unauthorized water use Maybe installed horizontal or vertical "flow up" position Available Models Suffix: LG -less shutoff valves OSY - UL/FM outside stem and yoke resilient seated gate valves *y FxG - flanged inlet gate connection and grooved outlet gate connection J5y GxF - grooved inlet gate connection and flanged outlet gate connec- tion Qy GxG - grooved inlet gate connection and grooved outlet gate connection CFM - cubic feet per minute GPM - gallons per minute meter Available with grooved NRS gate valves - consult factory* All internal metal parts: 300 Series stainless steel, Main valve body: 300 Series stainless Post indicator plate and operating nut steel, Check assembly: Noryl® Flange dimension in accordance with AWWA Class D. available - consult factory" Noryl® is a registered trademark of General Electric Company. "Consult factory for dimensions Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Ames product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Ames Technical Service. Ames reserves The right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold. www.amesfirewater.com A A M E S FIRE &WATERWORKS IMPORTANT Inquire with governing authorities for local installation requirements. A Division of Watts Regulator Company www.amesfirewater.com Pressure —'— Temperature Temperature Range: 33°F — 110°F (5°C — 43°C) Maximum Working Pressure: 175p51 (12.06 bar) Capacity Flow curves as tested by Underwriters Laboratory per UL 1469, 1996. * Rated flow **UL Tested fill lit ii IU It. f[ifl ..••..a... m•• a I so oil 111 1,10,101 1.1 I. I A I Standards AWINA C510-92, UL 1469 Approvals For 12 approvals consult factory. €FM A9proved 1048 (sizes 21Iz —10, (OSY Only) OSY Only) Iti1Th MMMMMMMMMMMMMMM II.__.____....... I I it of 11 *11111 fit _Fa______I .•i1 ---- I_ i•u I. [I.1IflT1T I. u••i . I R I ._. I JKuIITi1Tfl --------- fill It If SIZE j) DIMENSIONS NET WEIGHT Ili[1I in, mm A in. mm C(OS' in. mm in, D mm G in. mm L in. mm P in. mm wlGates lb. kg. w/o Gates lb. kg. 21/2 65 37 965 16/e 416 31/2 89 10 250 22 559 121/2 318 155 70 68 31 3 80 38 965 18/8 479 33/4 95 10 250 22 559 13 330 230 104 70 32 4 100 40 1016 22/4 578 41/2 114 10 250 22 559 141/2 368 240 109 73 33 6 150 481/2 1232 301/8 765 51/2 140 15 381 271/2 699 151/2 394 390 177 120 54 8 200 521/2 1334 373/4 959 6I4 171 15 381 291/2 749 181/2 464 572 259 180 82 10 250 551/2 1410 453/4 1162 8 200 15 381 /2 29' 749 191/2 495 774 351 190 86 12 300 /2 57' 1461 531/8 1349 91/2 241 15 381 1 291/2 749 1 21 533 1 1044 474 1 220 100 1427 North Market Blvd. • Suite #9 • Sacramento, CA 95834 • Phone: 916-928-0123 • Fax: 916-928-9333 ES-A-3000SS 0513 ©Ames Co. 2005 10.03 VICTAULIC IS AN ISO 9001 CERTIFIED COMPANY FireLock® Fittings PRODUCT DESCRIPTION FireLock® products comprise a unique system specifically designed for fire protection services. FireLock full-flow elbows and tees are a CAD-developed, hydrodynamic design that has a shorter center-to-end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Style 005 and Style 009 FireLock couplings. Use of other couplings or flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock Style 005 couplings. .- ' PF~ \ \ - Patented 77 - - SeeVictauhc publication 10.01 tot details. DIMENSIONS. I.CtoE.1 CtoE to E _ No. 001 No. 003 C - toE - No. 002 No. 006 No. 001 No. 003 No. 002 No. 006 Fitting Size 9(r Elbow 45 Elbow StraightTee Cap______ Actual Aprx. Aprx AprL Thickness AprL Nominal Outside C to E Weight C to E Weight C to E Weight 1" Weight Diameter Diameter Inches Each - Inches Each Inches Each Inches Each Incheshnm Inches/mm mm LbsJkg mm Lbsjkg mm I.bsJkg mm Lbsikg 11/4 1.660 - - - - - - 0.82 0.3 32 42.4 - - - - - - 21 0.1 11/2 1.900 2.75 1.2 1.75 0.9 2.75 2.0 0.82 0.4 40 48.3 70 0.5 1 45 4.1 70 0.9 21 0.2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 50 60.3 70 . 0.8 51 0.8 70 1.1 22 0.3 21/2 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 65 73.0 76 1.4 57 1.0 76 1.6 22 0.5 76.1 mm 3.000 3.00 3.30 2.25 2.4 - - - - 76.1 76 1.5 57 1.1 - - - - 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 80 88.9 86 1 1.8 64 1.4 86 2.4 22 0.5 4.250 4(0) 5.7 3.00 5.1 4.00 7.5 - - 108 Trim 108.0 102 2.6 76 2.3 102 3.4 - - 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 100 114.3 102 3.0 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 125 141.3 124 5.7 83 1 3.8 124 1 7.1 25 1.9 159 mm 6.250 5.50 12.6 3.50 9.2 3.50 17.9 - - 158.8 1 140 1 5.7 89 4.2 140 8.0 - - 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 150 168.3 140 8.3 89 5.3 140 10.3 25 2.7 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 200 219.1 173 11.6 108 9.3 176 17.6 29 5.8 S REGISTERED TRADEMARK OFVICTAIJUC -0 COPYRIGHT 2006 VICTAUUC - P081100 IN USA -SOt) #WCAS-O7PJUX United States • Phone: 1-800-PICK-VIC (1-800-742-5842) • Fax: 610-250-8817 • e-mail: pickvic@victaulic.com Canada • Phone: 905-884-7444 • Fax 905-884-9774 • e-mail: viccanada@victaulic.com Europe Phone: 32-9-381-1500 • Fax: 32-9-380-4438 • e-mail: viceuro@victaulic.be UK • Phone: 44(0)1438741100 Fax: 44(0)1438313883 • e-mail: viceuro@victaulic.be Central and South America • Phone: 610-559-3300 • Fax: 610-559-3608 • e-mail: vical@victaulic.com Australasia • Phone: 86-21-54253300 • Fax: 86-21-54253671 • e-mail: vicap@victaulic.com 1539 REV F V4tfu!Ic® 10.03 FLOW DATA Frictional Resistance Fitting Size Equivalent Feetheters of Straight Pipe Actual Straight Tee Nominal Outside No. 002 Diameter Diameter W Elbow 45 Elbow Inches/mm Inches/mm No. 001 No. 003 Branch Run 11/4 1.660 1.5 0.8 3.7 1.5 32 42.4 0.5 0.2 1.1 0.5 11/2 1.900 2.2 1.1 5.5 2.2 40 48.3 0.7 0.3 1.7 0.7 2 2.375 3.5 1.8 8.5 3.5 50 60.3 1.1 0.5 2.6 1.1 2112 2.875 4.3 2.2 10.8 4.3 65 73.0 1.3 0.7 3.3 1.3 76.1 mm 3.000 4.5 2.3 11.0 4.5 76.1 1.4 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 80 88.9 1.5 0.8 4.0 1.5 108 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 3.4 16.0 6.8 100 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 125 141.3 2.6 1.3 6.4 2.6 159 mm 6.250 9.4 4.9 25.0 9.6 158.8 2.9 1.5 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 150 168.3 3.0 1.5 7.6 3.0 8 8.625 13.0 5.0 33.0 13.0 200 219.1 4.0 1.5 10.1 4.0 i I ne now oats listea is LDasea upon me pressure drop or scneOule 40 pipe. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536. grade 65-45-12 Fitting Coating: Orange enamel Optional: Hot dipped galvanized 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. 2 FireLock® Fittings C.I. THREADED FITTINGS STAR®PIPEPRODUCTS (q * <@> LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 Page 20 CAST IRON NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIMENSIONS WBGIff' EACH PIECE A B CX033 300 1.50 1.50 1.54 1.1/4 CX044 300 1.75 1.75 2.40 11/2 CX055 300 1 1.94 1.94 3.10 2 CX066 300 2.25 2.25 4.00 1 114X1 CX043 300 1.58 1.67 2.05 I 1/2X1 CX053 300 1.65 1.80 2.40 2X1 CX063 300 1.73 202 2.75 CASTLIIIIRON IREDUCINGII NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. A B DIM BJSION;LEACH IXIXI/2 CT331 300 1.26 1.26 IXIX3/4 CT332 3001.371.37 1X1!2X1 CT313 300 1.50 1.36 1X3/4X1 CT323 300 1.50 1.45 1.50 1.18 IXIXI 1/4 CT334 300 1.67 1.67 1.58 1.52 IXIXI 1/2 C7335 300 1.80 1.80 1.65 1.73 I 1/4XIXI/2 CT431 300 1.34 1.26 1.53 1.17 I 114X1X3/4 CT432 300 1.45 1.37 1.62 1.38 1, 1/4XIXI CT433 300 1.58 1.50 1.57 1.47 I 1/4XIXI 1/4 CT434 300 1.75 1.67 1.75 1.80 I 1/4XIXI 1/2 CT435 300 1.88 1.80 1.82 2.05 I 1/4X1 1!4X1/2 CT441 300 1.37 I 1.53 1/4X1 1/4X3/4 CT442 300 1.62 I 1.45 1/4X1 1/4X1 CT443 300 1.65 I 1.58 1.67 1/4X1 1/4X1 1/2 CT445 1.88 I 300 1.34S1.34 1/4X1 1/4X2 CT446 2.10 1 300 112X1X112 CT531 300 1.41 1.66 1.41 I 1/2X1X3/4 CT532 300 1.52 1.37 1.75 1.65 - 1 1/2X1 XI CT533 300 1.65 1.50 1.80 1.65 I I'/2XIXI 1/4 CT534 300 -718-2 -T-67-- 1 1/2XIX1 1/2 CT535 300 1.94 1.80 1.94 -TM F-- 1 1/2X1 1/4X1/2 CT541 300 1.41 1.34 1.66 1.58 I 1/2X1 1/4X3/4 CT542 300 1.52 1.45 1.75 1.72 1 1/2X1 1/4X1 CT543 300 1.65 1.58 1.80 1.85 I 1/2x1 114x1 1/4 CT544 300 1.82 1 1.75 1.88 2.22 1 1/2x1 1/4x1 1/2 CT545 300 1.94 1.88 1.94 2.45 I 1/2X1 1/4X2 CT546 300 2.16 2.10 2.02 2.80 I 1/2XI 1/2X1/2 CT551 300 1.41 1.41 1.66 1.76 I 1/2X1 1/2X3/4 CT552 300 1.52 1.52 1.75 1.87 I 1/2X1 1/2X1 CT553 300 1.65 1.65 1.80 1.94 I 1/2X1 1/2X1 1/4 CT554 300 1.82 1.82 1.88 1 2.29 I 112X1 1/2X2 CT556 300 2.16 2.16 2.02 3.28 2X1X2 CT636 300 2.25 1 2.02 2.25 3.40 2X1 1/4X2 CT646 300 2.25 2.10 2.25 2.80 2X1 1/2X1/2 CT651 300 1.49 1.41 1.88 2.09 2X1 1/2X3/4 C1652 300 1.60 1.52 1.97 2.40 2XI 1/2X1 CT653 300 11 1.65 2.02 2.54 2X1 1/2X1 1/4 CT654 300 1.90 1.82 2.10 2.85 2X1 1/2X1 1/2 CT655 300 iV 1.41 1.88 2.24 2X1 1/2X2 C1656 300 2.25 2.16 2.25 3.75 2X2X1/2 CT661 300 1.49 1.49 1.88 2.60 2X2X3/4 CT662 300 1.60 1.60 1.97 2.71 2X2X1 CT663 300 1.73 1.73 2.02 2.97 2X2X1 1/4 CT664 300 1.90 1.90 2.10 3.32 2X2X1 1/2 C1665 300 2.02 2.02 2.16 3.72 2x2x2 1/2 CT667 300 2.60 2.60 1 2.39 1 5.10 CAST IIRON iItIIIDEGREE E NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. IDIMENSIONS WEIGHT I A B EACH PIECE I CB90033 300 1.50 1.50 0.95 11/4 CB90044 300 1.75 1.75 1.34 11/2 1 CB900551 300 1.94 1.94 1 1.80 2 1 CB900661 300 2.25 2.25 2.90 21/2 1 CB90077 1 300 2.70 2.70 1 4.75 I' 1 CASTIIRONIRED. COU I [C NOMINAL SIZE (INCH) ITEM CODE # MAX7 WORKING P.S.I. DIMENSION WEIGHT EACH A PIECE IXI/2 CRC03I 300 1.70 0.62 1X3/4 CRC032 300 1.70 0.80 CAST I ON STRAIGHT NOMINAL SIZE (INCH) ITEM CODE MAX. P.S.I. WEIGHT ' PIECE WORKING EACH I CT333 300 J2.252.25 1.21 11/4 CT444 300 1.87 1112 CT555 300 2.51 2 C1666 300 3.96 2 1/2 C1777 300 6.45 I., tCAST IRONFl-IDEGREE E I :111'Av NOMINAL SIZE (INCH) ITEM CODE MAX. WORKING P.S.I. DIMENSIONS WEIGHT EACH PIECE A B I CB45033 300 1.12 1.12 0.84 11/4 CB45044 300 1.29 1.29 1.40 11/2 1 CB45055 300 1 1.43 1.43 1 1.80 2 1 CB450661 300 1 1.68 1 1.68 1 2.79 C.I. THREADED FITTINGS STA R®PIPE PROD UCTS LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 Cast iron threaded fittings are UL, ULC listed and factory mutual approved for 300 psi service. Gray iron per ASTM A126 class B. Dimensions conform to ANSI B16.4 class 125 except plugs conform toASME B16.14. Threads are NPT per ANSI/ASME 131.20.1. CAST IlIRON NOMINAL SIZE (INCH) lRED. ITEM CODE # Ill'] MAX. WORKING P.S.I. DIMENSIONS WEIGHT EACH PIECE - A B IXI/2 CB90031 300 1.26 1.36 0.64 1X3/4 CB90032 300 1.37 1.45 0.87 I 1/4X1/2 CB90041 300 1.34 1.53 0.96 I 1/4X3/4 CB90042 300 1.45 1.62 1.13 1 1/4X1 CB90043 300 1.58 '1.67 1.16 I 1/2x1 1/2 CB90051 300 1.41 1.66 1.17 I 1/2x3/4 CB90052 300 1.52 1.75 1.28 I 1/2X1 CB90053 300 1.65 '1.80 1.51 I 1/2X1 1/4 CB90054 300 1.82 1.88 1.62 2X1/2 CB90061 300 1.49 1.88 2.00 2X3/4 CB90062 300 1.60 1.97 2.05 2X1 CB90063 300 1.73 2.02 2.10 2X1 1/4 CB90064 300 1.90 2.10 2.30 2X1 1/2 CB900651 300 2.02 2.16 2.60 CAST IRONIPLUGS NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIMENSION WEIGHT EACH , PIECE A 1/2 CPL001 300 0.94 0.10 3/4 CPL002 300 1.07 0.17 I CPL003 1 300 1.25 0.28 11/4 CPL004 300 1.36 0.44 11/2 CPL005 300 1.45 0.62 2 CPL006 300 1.56 0.91 Page 19 UNIFIED DESIGN. SERIES muqualu Ut ayaqsm APPROVED LISTED MERIT MANUFACTURING CORPORATION 319 Circle of Progress ' Pottstown, Pennsylvania 19464-3811 Ira A` IIijI1i! WELDING BRANCH OUTLET FITTINGS For Fire Protection & Other Low Pressure Piping Systems Merit Weld-Miserni Tee-Let® Welding Branch Outlet Fittings offer the user a high strength, low cost forged thread- ed and grooved line of fittings specifically designed and manufactured to be installed on schedules 5 thru 10, propri- etary thin wall flow pipe and standard wall pipe. Unified Desigm6 Series Merit's Unified DesignTm. Series carries all important design considerations into its entire line of welding branch outlet fillings. Merit Weld-Miser Tee-Lets are designed and manufactured to reduce the amount of weld required to install the Tee-Lets on thin wall or proprietary flow pipe. Typically only one weld-pass completes the installation. Merit Tee-Lets install with less weld volume than any other brand of welding outlet fittings for fire sprinkler appli- cations. To accomplish this: The contoured end of the fittings employs a reducd outside diameter. Two major advantages are immediately apparent: The thinner wall on the contoured end permits welding temperatures to be matched to the thickness of the branch line or main thereby insuring complete penetration without cold welds, weld roll-off, bum-through or excessive distor- tion. On the smaller sizes a heavier section is maintained on the threaded end of the filling. This protects the threads from damage during shipping and handling prior to installation as well as from weld distortion. Each outlet size 1-1/2" and larger, whether male or female threaded grooved or beveled requires the same hole size in the header pipe. This simplifies the installa- tion process. General Specifications Tee-Let welding outlet fillings are manufactured from highly weldable steel which conforms to the chemical and physical require- ments of ASTM A-53, Grades A or B, Type E. Ease of installation is assured when automatic welding equipment is used to install Merit Tee-Lets. Threads are cut in accordance with the requirements of ANSI B1.20.1, 300 lb. class, national standard for tapered pipe threads. BS21:1985 BSPT threads are available. Tee-Let threaded and grooved welding outlet fillings are ULIULC Listed, and FM Approved for use in the fire sprinkler systems installed in accordance with the requirements of NFPA Bulletin 13. They are rated for 300 PSI operation in fire sprinkler systems, and higher pressures in other non-critical piping systems. Send for pressure ratings per ASME/ANSI B31. Tee-Lets are offered in a wide variety of header sizes. The consolidated header sizes shown in the following charts allow the fit- tings to be installed on more than one header size, while permitting the first size listed to fit the header perfectly, while a small gap along the longitudinal centerline of the header will appear for the second size listed. For Your Piping Systems Specify Weld-MiserTM Tee-Let® Branch Outlet Fittings shall be Merit Weld-MiserTM Tee-Let®, lightweight forged steel, employing low weld volume profile to provide for full penetration welds with minimum burn-through and pipe distortion on schedules 5 thru 10, proprietary thin wall, and standard wall pipe. Threads are to be ANSI 13I.20.1, tapered 300 lb. class or BS2I:1985, and the bore of the fillings calculated to improve flow. Welding outlets to be UL Listed, FM Approved for use conforming to NFPA, Bulletin 13 and pressure rated for 300 PSI maximum. Tee- Lets® by Merit Manufacturing Corporation, Pottstown, Pennsylvania 19464 U.S.A. How to order - Use either of the following methods for ordering Merit® Weld-MserrM Tee-Lets®. Method No. I - Specify quantity desired followed by the part number shown in the "dimensions" chart for the type and size of outlet desired. QUANTITY PART NUMBER Method No. 2 - Use the following system: - _x Type Merit Quantity Outlet Size Header Size Weight End Tee-Let +1*3 Always order Column A" Insert size Sch. 10 A - Female Thread a few more of chart consolidation Standard B - Male Thread than actually from C - Cut Groove required for Column 'B' CIR - Roll Groove the job, of chart Steel Material TYPE-A SHOWN A - Female Threads - ITT1IT1 Dimensions & Corresponding Part Nwnbers In. I mm Part Nominal Nominal Outlet Inside Make Weight Number Outlet Header Length Diameter up Each BSPT Size A Size B Size C Size D Size M Lb. / kgs 1002002 1/41 1-114-8 0.080 - 6x 6-200 0.04 1005012 1121 1-114 - 1-112 1.063 0.100 0.500 0.171 - 131 32-40 27.0 17.8 12.1 0.08 1005015 1-1/2-2 1.063 0.100 0.500 0.111 - 40-50 27.0 11.8 1 12.7 0.08 2-2-1/2 1.063 0.100 0.500 0.111 1005020 - 50-65 27.0 11.8 12.7 0.08 2-1/2-8 1.063 0.100 0.500 0.169 1005025 65-200 27.0 17.8 12.7 0.08 1007012 3/4x 1-1/4 - 1-1/2 1.125 0.900 0.500 0.260 - 191 32-40 28.6 22.9 12.7 0.12 1007015 1-1/2-2 1.125 0.900 0.500 0.260 - 40-50 28.6 22.9 12.1 0.12 2-2-1/2 1.125 0.900 0.500 0.260 1007020 - 50-65 28.6 22.9 12.7 0.12 1007025 2-1/2-8 1.125 0.900 0.500 0.256 - 65-200 28.6 22.9 12.1 0.12 1010012 1 x 1-1/4 - 1-1/2 1.250 1.145 0.500 0.331 1110012 251 32-40 31.8 29.1 12.1 0.15 1010015 1-1/2-2 1.250 1.145 0500 0.331 1110015 40-50 31.8 29.1 12.1 0.15 2-2-1/2 1.250 1.145 0.500 0.320 1010020 1110020 50-65 31.8 29.1 12.1 0.15 2-1/2-3 1.250 1.145 0.500 0.314 1010025 1110025 65-80 31.8 29.1 12.1 0.14 1010030 3-4 1.250 1.145 0.500 0.309 1110030 80-100 31.8 29.1 12.7 0.14 1010050 5-8 1.250 1.145 0.500 0.291 1110050 125-200 31.8 29.1 12.1 0.13 1012012 1-1141 1-1/4 - 1-112 1.375 1.490 0.500 0.432 1112012 321 32-40 34.9 31.8 12.7 .019 1012015 1-1/2-2 1.315 1.490 0.500 0.421 1112015 40-50 34.9 31.8 12.1 .019 2-2-1/2 1.315 1.490 0.500 0.421 1012020 1112020 50-65 34.9 37.8 12.7 .019 1012025 2-1/2-3 1.315 1.490 0.500 0.411 1112025 65-80 34.9 31.8 12.7 .019 1012030 3-4 1.375 1.490 0.500 0.389 1112030 80-100 34.9 31.8 12.7 .018 5-8 1.315 1.490 0.500 0.389 1012050 1112050 125-200 34.9 31.8 12.7 .018 In. / mm Part Nominal Nominal Outlet Inside Make Weight Number Outlet Header Length Diameter up Each BSPT Size Size B Size C Size Size M Lb. / kys 1015015 1-1/2x 1-1/2 1.625 1.610 0.875 0.411 1115015 40x 40 41.3 40.9 22.2 .022 2 1.625 1.610 0.815 0.417 1015020 1115020 50 41.3 40.9 22.2 .022 2-1/2 1.625 1 1.610 1 0.815 0.411 1015025 1115025 65 41.3 40.9 22.2 .022 3-4 1.625 1.610 0.815 0.411 1015030 1115030 80-100 41.3 40.9 22.2 .022 4 1.625 1.610 0.815 0.477 1015040 1115040 100 41.3 40.9 22.2 .022 1015050 5-8 1.625 1.610 0.875 0.471 1115050 125-200 41.3 40.9 22.2 .022 1020020 2x 2 1.150 2.067 0.875 0.857 1120020 50x 50 44.5 52.5 1 22.2 0.38 2-1/2 1.150 2.061 0.815 0.829 1020025 1120025 65 44.5 52.5 22.2 0.38 1020030 3 1.150 2.067 0.875 0.829 1120030 80 44.5 52.5 22.2 0.39 1020040 4 1.150 2.067 0.875 0.8W-- 1120040 100 44.5 52.5 22.2 0.36 1020050 5 1.150 2.061 0.875 0.143 1120050 125 445 52.5 22.2 0.34 6 1.150 2.061 0.815 0.743 1020060 1120060 150 44.5 52.5 22.2 0.34 1020080 8 1.750 2.067 0.875 0.143 1120080 200 44.5 52.5 22.2 0.34 1025025 2-1/21 2-1/2 2.215 2.469 1.125 1.250 1125025 651 65 54.0 62.1 28.6 0.55 3 2.215 2.469 1.125 1.200 1025030 1125030 80 54.0 62.1 28.6 0.55 1025040 4 2.215 2.469 1.125 1.150 1125040 100 54.0 62.7 28.6 0.52 1025050 5 2.215 2.469 1.125 1.150 1125050 125 54.0 62.7 28.6 0.52 1025060 6 2.215 2.469 1.125 1.150 1125060 150 54.0 62.7 28.6 0.52 1025080 8 2.215 2.469 1.125 1.150 1125080 200 54.0 62.7 28.6 0.52 1025030 3x 3 2.500 3.068 1.500 3.100 - 80x 80 63.5 77.9 38.1 1.41 4 2.500 3.068 1.500 3.100 1025040 - 100 63.5 17.9 38.1 1.41 1025050 5 2.500 3.068 1.500 3.100 - 125 63.5 71.9 38.1 1.412 1025060 6 2.500 3.068 1.500 3.100 - 150 63.5 77.9 38.1 1.412 1025080 8 2.500 3.068 1.500 3.100 - 200 63.5 77.9 38.1 1.41 1040040 4 x 4 3.000 4.026 2.000 5.000 - 4x 100 16.2 102.3 50.8 2.21 5 3.000 4.026 2.000 5.000 1040050 - 125 76.2 102.3 50.8 2.27 1040060 6 3.000 4.026 2.000 5.000 - 150 16.2 102.3 50.8 2.27 8 3.000 4.026 2.000 5.000 1040080 - 200 76.2 102.3 50.8 2.21 Note: Tee-lets are manufactured to fit size-on-size, that is the contoured shape on a given Tee-Let is made to fit perfectly on the first listed header size. If installed on the sec- ond header size marked on the fitting, a slight gap of approximately 1/32" will appear along the longitudinal centerline of the header. For example, a 1" x 2 - 2-1/2" Tee-Let, is a 1" outlet fitting manufactured to fit perfectly on the 2" header size listed, while leaving a 1/32" gap along the longitudinal centerline of the 2-1/2" size. If a perfect fit is required for a 2-1/2" header pipe, then a 1" x 2-1/2 - 3" Tee-let would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. TYPE C/R Roll Groove Sch. 10 TYPE-C SHOWN TYPE C TYPE B Cut Groove Std. Wt. Male Thread Std. Wt. Male Cut Roll Nommal Nominal Outlet Inside Outside Wall Weight Dimensions & Thread Groove Groove e, Header Length Diameter Diameter Thickness Each Std. Wt. Ski. WI. Sch. 10 Sire A Size B Size C Size D Sue E Std. WI. Lb. I kgs Corresponding 1310012 2010012 2210012 1 x 1-1/4.1-1/2 3 1.049 1.315 0.133 1.500 Part Numbers 25 a 32 -40 80 26.6 33.4 3.4 30 aiinnic lfllflfllc 7710015 1-112-2 3 1A148 1.315 41.133 1.500 - - - -- 40-50 80 26.6 33.4 -- Male 3.4 30 Thread ciii Groove Roll Groove in. ,mm vault niceness Weight Nominal Nominal Outlet Inside Diameter Outside 2- 2-1/2 3 1.049 1.315 0.133 1.500 1210020 2010020 2210020 Std. WI. Std. WI. Sth. 10 Outlet Header Length Std. WI. Sch. 10 Diameter Std. Dcli 10 Each 50- 65 80 266 334 Metric Size A Size B Size C Size 0 Sire 0 Sire E F F Lb. I kgi 1310025 2010025 2210025 2-1/2-4 3 1.049 1315 0.133 1.500 1325025 2025025 2225025 2-1/2 a 2-1/2 3 2.469 2.635 2.815 0.203 0.120 1.500 65 -100 111. ...3.4 . .30 ... 2125025 651 65 80 62.1 67.0 16.2 5.0 3.0 30 5-8 3 1.049 1.315 0.133 1.500 3 3 2.469 2.635 2.815 0.203 0.120 1.500 1310050 2010050 2210050 1325030 2025030 2225030 125-200 80 26.6 33.4 3.4 30 1325035 2125030 2025040 2225035 80 80 62.1 67.0 76.2 5.0 3.0 30 1312012 2012012 2212012 1-1/4 a 1-1/4 3 1.368 1.660 0.140 1.500 4 3 2.469 2.635 2.875 0.203 0.120 1.500 32 a 32 80 34.7 42.2 3.6 30 2125040 100 80 62.7 67.0 76.2 5.0 3.0 30 1-1/2 3 1.368 1.660 0.140 1.500 5 3 2.469 2.635 2.815 0.203 0.120 1.500 1312015 2012015 2212015 1325050 2025050 2225050 40 80 34.7 42.2 3.6 30 2125050 125 80 62.7 61.0 76.2 5.0 3.0 30 2-2-1/2 3 1.368 1.660 0.140 1.500 6 3 2.469 2.635 2.875 0.203 0.120 1.500 1212020 2012020 2212020 1325060 2025060 2225060 50-65 80 34.7 42.2 3.6 30 2125060 175 80 62.7 67.0 16.2 5.0 3.0 30 3-4 3 1.368 1.660 0.140 1.500 8 3 2.469 2.635 2.875 0.203 0.120 1.500 1312025 2012025 2212025 1325080 2025080 2225080 80 -100 00 34.7 42.2 3.6 30 21250801 200 80 62.7 67.0 76.2 5.0 3.0 30 1312050 2012050 2212050 5-8 3 1.368 1.660 0.140 1.500 1330025 2030025 2230025 3x 3 3 3.068 3.260 3.500 0.216 0.120 1.500 125-200 80 34.7 42.2 3.6 30 1330030 2030030 2230030 80 a 80 80 78.0 83.0 88.0 5.0 3.0 30 1315015 2015015 2215015 1-1/2x 1-1/2 3 1.610 1.900 0.145 1.500 3-1/2 3 3.068 3.260 3.500 0.216 0.120 1.500 40 40 80 40.9 48.3 3.7 30 85 80 18.0 83.0 88.0 5.0 3.0 30 2 3 1.610 1.900 0.145 1.500 4 3 3.068 3.260 3.500 0.216 0.120 1.500 1215020 2015020 2215020 1330035 2030035 2230035 50 80 40.9 48.3 3.7 30 100 80 18.0 83.0 88.0 5.0 3.0 1 30 2-1/2 3 1.610 1.900 0.145 1.500 5 3 3.068 3.260 3.500 0.216 0.120 1.500 1315025 2015025 2215025 1330050 2030050 2230050 65 80 40.9 48.3 37 30 125 80 78.0 83.0 88.0 5.0 1 3.0 30 3-4 3 1.610 1.900 0.145 1.500 6 3 3.068 3.260 3.500 0.216 0.120 1.500 1315030 2015030 2215030 1330060 2030060 2230060 80-100 80 40.9 48.3 3.7 30 150 80 18.0 83.0 88.0 5.0 3.0 30 5-8 3 1.610 1.900 0.145 1.500 8 3 3.068 3.260 3.500 0.216 0.120 1.500 1315050 2015050 2215050 1330080 2030080 2230080 125-200 80 40.9 48.3 3.1 30 200 80 78.0. 83.0 88.0 5.0 3.0 30 1320020 2020020 - 2 a 2 3 2.061 2.315 0.154 1.500 13400411 2040040 2240040 4 a 4 4 4.026 4.260 4.500 0.237 0.120 1.500 50a 50 80 52.5 60.3 3.9 30 100 100 100 102.0 108.0 114.0 6.0 3.0 30 2-112 3 2.067 2.375 0.154 1.500 5 4 4.026 4.260 4.500 0.231 0.120 1.500 1320025 2020025 - 1340050 2040050 2240050 65 80 52.5 60.3 3.9 30 125 100 102.0 108.0 114.0 6.0 3.0 30 3 3 2.061 2.315 0.154 1.500 6 4 4.026 4.260 4.500 0.231 0.120 1.500 1320030 2020030 - 1340060 2040060 2240060 80 80 52.5 60.3 3.9 30 150 100 102.0 108.0 114.0 6.0 3.0 30 4 3 2.061 2.315 0.154 1.500 8 4 4.026 4.260 4.500 0.231 0.120 1.50 1320035 2020040 - 1340080 2040080 2240080 100 80 52.5 60.3 3.9 30 1 1 1 200 100 102.0 108.0 114.0 6.0 3.0 1 30 5 3 2.061 - 2060060 2260060 6x 6 4 6.065 6.357 6.625 0.280 0.134 1.500 1320050 2020050 - 125 80 52.5 60.3 150i 150 100 155.0 161.5 168.3 7.1 3.0 30 6 3 2.061 2.315 A3.930 2.375 8 4 6.065 6.351 6.625 0.280 0.134 1.50 1320060 2020060 - -2060080 2260080 150 80 52.5 60.3 200 100 155.0 161.5 168.3 7.13.030 1320080 2020080 - 8 3 2.067 2.375 -2080080 2280080 8 a 8 4 1.981 8.329 8.625 0.322 0.148 80 52.5 60.3 1.50 200 200a 200 100 203.0 212.0 213.0 8.0 3.0 30 DISTRIBUTED BY MADE IN U.S.A. RRIT RRAkII IAtFI IIkI# iviri I jit I CORPORATION 319 Circle of Progress Pottstown, Pennsylvania 19464-3811 (610) 327-4000 • Fax (610) 970-9282 Fax Toll Free 800-543-7013 www.meritmfg.com 01999 by Merit Manufacturing Corporation 06.02 CERIIFIED COMPANY Style 07 Zero.Flex® Rigid Coupling Style 07 couplings are rated up to 750 psi (5175 kPa), dependant on size, for 1 - 12"I25 - 300 mm piping systems. Style 07 couplings provide rigidity for valve connections, machinery rooms, fire mains, and long straight runs. Support and hanging requirements correspond to ASME B31.1 Power Piping Code, ASME B31.9 Building Services Code and NFPA 13 Sprinkler Systems. Angle-pad design permits assembly by removing one nut/bolt and scissoring housing over gasket. This reduces the number of components to handle during assembly, speeds and eases installation. For 14 - 24/350 - 600 mm sizes Victaulic offers the Advanced Groove System (AGS) line of products. Request publication 20.02 for information on the rigid W07 AGS coupling. See victaulic publication 10.01 for details. PRODUCT DESCRIPTION The unique angle-pad design of the Zero-Flex5 Style 07 coupling adjusts to standard pipe and roll or cut - groove tolerances, positively clamping the pipe to resist flexural and torsional loads. The wider key section fills more of the groove area. j -\ 1A W Patented Max. Max. Allow. @ Dimensions Ax. Pipe Size Work Press. End Load Pipe End # Bc VNLd No. - Size Inches/millimeters Wgt. Each Nominal ActUal Diameter Out. Dia. PSl 0V Sep. In. Inches FXTY Lbs. lnfmm InJmm kPa N mm mm Z kg 1 1.315 750 650 0.05 2.36 4.22 1.84 1.6 25 33.7 5175 2890 1.2 2- 3/ X 2 60 107 47 0.7 11/4 1.660 750 1,620 0.05 2.69 4.62 1.84 1.6 32 42.4 5175 7210 1.2 2 - / X 2 68 117 47 0.7 11/2 1.900 750 2,130 0.05 2.94 5.81 1.84 1.6 40 48.3 5175 9480 1.2 2 - / X 2 75 148 47 0.7 2 2.375 750 3,320 0.07 3.35 5.78 1.84 2.3 50 60.3 5175 14775 1.7 2 -1/2 X 21/2 85 147 47 1.0 21/2 2.875 750 4,875 0.07 3.88 6.38 1.84 2.6 65 73.0 5175 21695 1.7 2-1/2 X 2/4 98 162 47 1.2 76.1 mm 3.000 750 5,300 0.07 2-12 X 70.0 4.21 661 1.84 3.6 76.1 5175 23585 1.7 107 168 41 1.6 3 3.500 750 7,215 0.07 4.54 6.81 1.84 3.0 80 88.9 5175 32105 1.7 2_1/2 X 21/2 115 173 47 1.4 4 4.500 750 11.925 0.16 5.81 8.21 2.07 5.3 100 114.3 5175 53065 4.1 148 2-1/2 X 23/4 1 209 53 2.4 108.0 mm 4.250 750 10,635 0.16 2-12 X 70.0 5.56 7.98 2.07 5.2 108.0 5175 47325 4.1 141 203 53 2.4 5 5.563 750 18,225 0.16 7.03 9.89 2.07 7.4 125 141.3 5175 81100 4.1 2- 5/ X 31/4 179 251 53 3.4 133.0 mm 5.250 700 15,145 0.16 2-16 X 82.5 6 .69 9.60 2.07 7.4 133.0 4825 67395 4.1 170 244 53 3.4 139.7 mm 5.500 700 16,625 0.16 2-16 X 82.5 6.94 9.82 2.07 7.6 139.7 4825 13980 4.1 176 249 53 3.4 6 6.625 700 24,130 0.16 8.26 10.83 2.07 8.3 150 168.3 4825 107380 4.1 2- 5/ X 31/4 210 275 53 3.8 159.0 mm 6.250 700 21,465 0.16 2-16 X 82. 5 7.84 10.54 2.07 9.2 159.0 4825 95520 4.1 199 268 53 4.2 165.1 mm 6.500 700 23,225 0.16 2 -'18 X 31/4 8.13 10.84 2.07 8.3 165.1 4825 103305 4.1 207 275 53 3.8 8 8.625 600 35,000 0.19 10.54 13.74 2.51 15.1 200 219.1 4130 155750 4.8 2-/4 X 41/4 268 349 64 6.8 - fable continued on page 2. • # @ Refer to notes on page 2. DIMENSIONS o1'"l .ii.l -4p IM ® REGISTERED TRADEMARK 0FVICTAUUC -0 COPYRIGHT 2tO5VICTAULIC - PRINTED lNU.SA-SKuWWCAS-6ENUX United Stales • Phone: 1-800-PICK-VIC (1-890-742-5842) • Fax: 610-250-8817 • e-mail: pickvic@victaulic.com Canada • Phone: 905-884-1444 • Fax: 905-884-9774 • e-mail: viccanada@victaulic.com Europe. Phone: 32-9-381-1500 • Fax: 32-9-380-4438 • e-mail: viceuro@victaulic.be UK • Phone: 44(0)1438741190 . Fax: 44(0)1438313883 e-mail: viceuro@victaulic.be Central and South America • Phone: 610-559-3300 • Fax:610-559-3608. e-mail: vical@viclaulic.com Australasia • Phone: 86-21-54253300 • Fax: 86-21-54253671 • e-mail: icapc9'victaulic.com 1482 REV H 06.02 Max. Max. Allow. @ Dimensions Pipe Size Work Press. End Load Pipe End # Bolt/Nut No. - Size _jth!!i!!! wgt. Each Nominal Actual Diameter Out. Die. PSI. Lbs.° Sep. In. Inches Lbs. InJmm In.hnm kPa N mm mm X V Z kg 10§ 10.750 500 45,400 0.13 12.86 16.98 2.56 23.5 250 273.0 3450 202030 33 2-7/8 X 61/2 327 431 65 10.7 12 § 12.750 400 51,000 0.13 14.86 18.88 2.56 28.2 300 323.9 2750 226950 3.3 1 2 -11. X 61/ 377 480 65 12.8 14 - 24 t For 14 - 24 (350 - 600 mm) sizes Victaulic offers the Advanced Groove System (AGS) line of products. Request publication 20.02 for information on the rigid VIOl AGS Coupling. § Couplings 8,10,12' (200, 250, 300 mm) sizes available to JIS standard. Refer to section 06.17 for details. # @ See notes below. DIMENSIONS i . 42's. Typical 1 - 12" MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-4512. Ductile iron conforming to ASTM A-395. grade 65-45-15, is available upon special request. Housing Coating: Orange enamel. Optional: Hot dipped galvanized and others. Coupling Gasket: (specify choice*) Grade 'E" EPDM (All other sizes) 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°FI+30°C and hot .i-180°F/i-82°C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrile Nitrile (Orange color code). Temperature range -20°F to +180°F/-29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150°F/+66°C or for hot dry air over +140°F/ +60°C. *Services listed are General Service Recommendations only. It should be noted that there are 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. NOTES 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. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. # For field installation only on roll grooved pipe or cut grooved pipe. Zero-Flex Style 07 couplings are essentially rigid and do not permit expansion/contraction. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. style 07 couplings must not be used tojoin PVC pipe. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. 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. Style 07 Zero-Flex® Rigid Coupling DIMENSIONS 3/4 - 12 Sizes 1469 REV 9 06.04 VICTAIJLIC IS AN ISO 9001 CERTIFIED COMPANY Style 77 Standard Flexible Coupling PRODUCT DESCRIPTION Style 77 couplings are designed with cross-ribbed construction to provide a strong component for pressure piping systems. Sizes 3/4 -12" (20 - 300 mm) are two-piece housings. Sizes 14 - 22" (350 - 550 mm) are cast in four identical segments, with larger sizes cast in six segments. This eases handling and assures concentricity. All sizes are provided with plated bolts and nuts. Galvanized and stainless steel housings are also available. Independent testing has shown the Style 77 coupling to be an effective stress relief and vibration attenuation device providing performance superior to braided steel and elastomeric arch-type connectors when used in close proximity to the source of vibration. Refer to 26.04 for vibration information. Independent testing has shown that Victaulic Style 77 and 75 flexible couplings and Style 07 Zero-Flex® rigid couplings provide exceptional functionality during and after earthquake conditions. Refer to 26.05 for further information. Max. Max. Allow. Deflect. Fr. Dimensions Aprx. Pipe Size Work Pres. End Load Pipe End t ' BoltlNut No. - Size Inches/millimeters w. Each Nominal Actual Per Pipe Diameter Out. Dix. PSI' Lbs.' Sep. Cplg. In/Fl. Inches Lbs. ln.hnm Inihim We N InJmm Deg. mm/rn mm X Y Z kg 3/4 1.050 1,000 865 0-0.06 0.72 2.13 4.00 1.75 1.1 20 26.7 6900 3850 0-1.6 3'- 24' 2- 3/ X 2 0,5 54 102 44 1 1.315 1.000 1,360 0-006 07 2.38 4.12 1.75 1.2 25 33.4 6900 6050 0- 1,6 2'- 43' 9 2- /8 X 2 61 105 44 0,5 11/4 1.660 1,000 2,160 0-0.06 5 2.65 5.00 1.88 2.0 32 42.2 6900 9610 0-1,6 2'-lO' 9 2 1/2 X 21/2 67 127 48 0,9 11/2 1.900 1,000 2,835 0-0'06 3.13 5.38 1.88 2.1 40 48,3 6900 12615 0-1,6 33 1"- 56' 2- 1/2 X 21/2 79 137 48 1.0 2 2.375 1,000 4,430 0-0.06 02 3.63 5.88 1.88 2.6 50 60,3 6900 19715 0-1,6 1'-31' 2- 1/2 X 21/2 92 149 48 1,2 21/2 2.875 1,000 6,490 0-0.06 4.25 6.50 1.88 3.1 65 73,0 6900 28880 0-1,6 22 1"- 15' 2 - /2 X 2/4 108 165 48 1.4 76,1 mm 3.000 1,000 7,070 0- 0.06 1"- 12' 2- 1/2 X 2I4 2 26 2 4.38 6.63 1.88 3.2 76,1 6900 31460 0-1.6 111 168 48 1,5 3 3.500 1,000 9,620 0-0.06 0.22 5.00 7.13 1.88 3.7 80 88,9 6900 46810 0-1,6 1"- 2' 18 2- 1/2 X 2I4 127 181 48 1,7 31/2 4.000 1,000 12,565 0-0.06 5.6 90 101,6 6900 55915 0-1,6 0' -54' 16 2- /a X 31/4 143 210 48 2,5 4 4.500 1,000 15,900 0-0.13 1'-36' 0.34 2- 5/ X 31/ 6.13 8.88 2.13 6.7 100 114.3 6900 70755 0-3,2 28 156 226 54 1 3.0 108,0 trim 4.250 1,000 14,180 0-0.13 1'-41' 0.35 2-16 X 82.5 6.00 8.63 2.13 11.0 108,0 6900 63100 0-3;2 29 152 219 54 5,0 5 5.563 1,000 24,300 0-0.13 1'- 18' 0.27 2- 3/4 X 41/4 7.75 10.65 2.13 10.6 125 141,3 6900 108135 0-3.2 23 197 270 54 4,8 133,0 mm 5.250 1,000 21,635 0-0.13 1'- 21' -:28 - 2-20 X 108 7.63 10.38 2.13 10.0 133,0 6900 96275 0-3,2 194 264 54 4,5 139,7 mm 5.500 1,000 23,745 0-0.13 1'-18' 48 2-20 X 108 8.63 10.65 2.13 10.0 139,7 6900 105665 0-3,2 219 270 1 54 4.5 6 6.625 1,000 34,470 0 -0.13 0.23 8.63 11.88 2.13 12.0 150 168,3 6900 153390 0-3.2- 1'- 5' 18 2- 3/4 X 41/4 219 302 54 5,4 159,0 mm 6.250 1,000 30.665 0-0.13 1'- 9' 0.24 2- 20 X 108 863 11.50 2.13 13.2 159,0 6900 136460 0-3,2 20 219 292 54 6,0 165,1 mm 6.500 1,000 33,185 0-0.13 1'- 6' 0.23 . - 4 X 41/4 2 3/ 8.88 11.63 2.13 13.2 165.1 6900 147660 0-3.2 226 295 54 6.0 Fable continued on page 2. 't@ Refer to notes on page 2. ® REGISTERED TRADEMARK OFVICTAUUC - C COPYRIGHT 2005 VKTAUUC - PRINTED IN U.S.A. - SKU #WCAS-6AYRP8 United States • Phone: 1-800-PICK-VIC (1-800-142-5842) • Fax: 610-250-8817 • e-mail: pickvic@victaulic.com Canada • Phone: 905-884-1444 • Fax: 905-884-9714 • e-mail: viccanada@victaulic.com Europe Phone: 32-9-381-1500 • Fax: 32-9-380-4438 • e-mail: viceuro@victaulic.be UK • Phone: 44(0)1438741100 Fax: 44(0)1438313883 • e-mail: viceuro@victaulic.be Central and South America • Phone: 610-559-3300 • Fax: 610-559-3608 • e-mail: vical@victaulic.com Australasia • Phone: 86-21-58855151 • Fax: 86-21-58851298 • e-mail: vicap@victaulic.com 06.04 j J DIMENSIONS 14- 22" Sizes 24" Sizes Max. Max. Allow. Deflect Fr. e Dimensions Ap Pipe Size Work Pres. End Load Pipe End t CL BoltlNut No. - Size InchesImillimeters w9t. Each Nominal Actual Per Pipe Diameter Out. Dia. P51° Lb,.- Sep. Cplg. lniFt. inches Lbs. lnfmm ln.hnm kPa N InJmm Deg. mm/rn mm X Y Z kg 8 § 8.625 800 46,740 0-0.13 0.18 11.00 14.75 20 20.8 200 219.1 5500 207995 0-3.2 0° -50' 14 2 - '' X 279 375 63 94 10§ 10.750 800 73.280 0-0.13 0.14 13.63 17.13 2.63 31.1 250 273,0 5500 326100 0-3,2 0' - 40' 12 2-1 X 6 346 435 67 14,1 12 § 12.750 800 102,000 0-0.13 0.12 15.63 19.25 2.63 27.8 300 323.9 5500 453900 0-3.2 0'- 34' 9 2 - 1 X 61/2 397 12.6 489 67 14 14.000 300 46,180 0-0.13 0.11 16.63 19.88 2.88 35.6 350 355.6 2065 205500 0-3.2 0°-31' 9 4-1 X 31/2 422 505 73 16,1 15 15.000 300 53,000 0-0.13 0.10 17.88 21.63 3.00 48.8 375 381,0 2065 235850 0-3.2 0° - 29' 9 4 - 1 X 5112 454 549 76 22.1 16 16.000 300 60,320 0-0.13 0.10 19.00 22.13 3.00 51.1 400 406,4 2065 268425 0 - 3.2 0°-27' 4 - 1 X 31/3 482 1 562 1 76 23,2 18 18.000 300 76,340 0-0.13 0.08 21.38 24.50 3.13 64.4 450 457.2 2065 339710 0-3.2 0'- 24' 7 4-1 X 31/2 543 622 80 29,2 20 20.000 300 94,000 0-0.13 0 .08 23.63 27.25 3.13 91.2 500 508,0 2065 418300 0-3,2 0°- 22' 7 411/8 X 4 600 692 80 41.4 22 22.000 300 114,000 0-0.13 0.07 25.75 29.50 3.13 92.0 550 559.0 2065 507300 0-3,2 0'- 19' 6 411/8 X 4 654 749 80 41.7 24 24.000 250 113,000 0-0.13 0.07 27.75 31.25 3.13 94.0 600 609,6 1725 502850 0- 3,2 0° - 18' 6 16-11/8 X 4 704 794 80 42.6 9 Couplings 8, 10, 12" (200, 250, 300 mm) sizes available to JIS standards. Refer to Section 06.17 for details. °t@ Refer to notes below. NOTES 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. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1 ½ times the figures shown. t Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roil grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums: for design and installation purposes these figures should be reduced by: 50% for 3/4 - 31/f (20 - 90 mm): 25% for 4 (100 mm) and larger. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. 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 Optional: Hot dipped galvanized and others Coupling Gasket: (specify choice°)t Grade "E" EPDM EPDM (Green color code). Temperature range -30°F to +230°F (-34°C to +110°C). Recommended for 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) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrile Nitrile (Orange color code). Temperature range -20°F to +180°F (-29°C to +82°C). Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150°F (+66°C) or for hot dry air over +140°F (+60°C). *Services listed are General Service Recommendations only. It should be noted that there are 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. tSupplemental lubricant is recommended for Services installed at or continuously operating below 0°F (-18°C). Optional: Type 316 stainless steel, Grade 13-8M, Class 2. 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. Style 77 Standard Flexible Coupling A'? * .1 AT. . j Reducing Coupli ng STYLE 750 © SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS The Style 750 Reducing Coupling permits direct reduction on the piping run. Designed to replace two couplings and a reducing fitting, the Style 750 features a special reducing gasket for pressure responsive sealing. A steel washer which prevents telescoping of the smaller pipe inside the larger pipe during vertical systems assembly is available upon request. Exaggerated for clarity 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 Optional: Hot dipped galvanized and others Gasket: (Specify choice*): Grade "E" EPDM (All other sizes) 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 potable water service. 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. Optional: Assembly Washer: Galvanized, carbon steel 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., JOB OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para_________ Location Date Approved www.victaulic.com - - vICTAULIC IS REGISTERED TRADEMARK OF VICTAUU USA COMPANY. © 2006 vICTAuLIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE US ictauluc REV_H 06.08_1 IPS CARBON STEEL PIPE - GROOVED COUPLINGS Reducing Coupling STYLE 750 [iI!IsI: SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS DIMENSIONS . 2 >< 1 350 1000 0-0.07 a -s 0.20 , , 338 528 1.88 2.7 50 25 2410 4450 0-1.8 17 2- <- 85 134 48 12 2- 8x2 338 528 1.88 2.0 1½ 350 1000 0-0.07 0.20 40 2410 4450 0-1.8 - 17 85 134 48 1.0 216 2 500 2215 0-0.07 o -47' 0.16 2-s' - 4.00 5.93 1.88 3.1 65 50 3450 9850 0-1.8 14 102 151 48 1.4 76.1 mm x 2 350 1550 0-0.07 0.16 2-½x2~ 438 6.63 1.88 4.6 50 2410 6900 0-1.8 14 111 168 48 . 2.1 3 2 350 1550 0-0.07 , 0 -39 0.13 2-72 a 21/4 4.75 7.13 1.88 4.9 80 50 2410 6900 0-1.8 11 121 181 48 2.2 2½ 500 3250 0-0.07 0 -39 0.13 2-72x2~ 4.75 7.13 1.88 4.3 65. 3450 14460 0-1.8 11 121 181 48 2.0 889mm x 761 mm 350 2275 07 0-39 3 2-½x2~ 475 713 188 42 2410 10125 0-1.8 11 1 1 181 48 1.9 2 350 1550 0-0.13 r - 19, 0.28 2- ' x 3¼ 625 8.90 225 8.1 100 50 2410 6900 0-3.2 25 159 226 57 3.7 21/2 350 2275 0-0.13 , 1 -19 0.28 , 2-qax3% 625 8.90 2.25 8.6 65 2410 10125 0-3.2 25 159 226 57 3.9 3 500 4810 0- 0.13 1 0.28 6.00 8.90 2.25 6.7 80 3450 21400 0-3.2 r - 19' 25 2 - / x 3 V 152 226 57 3.0 1143mm x 76.1 mm 350 2275 0-0.13 1 19, 0.28 - 2-78534 625 8.90 2.25 6.9 2410 10125 0-3.2 25 159 226 1 57 3.1 5 4. 1 350 1 5565 0-0.13 , 1 3 0.22 2-~x4/4 7.18 10.70 2.13 112 12.5 >< 100 2410 24765 0-3.2 19 182 272 54 5.1 6 4 350 5565 0-0.13 T , I 0 -52 0.18 2-~x4/4 8.63 11.90 .2.25 16.7 150 100 -- 2410 24765 0-3.2 15 181 302 57 7.6 5 350 8500 0-0.13 , 0 -52 0.18 2-4454/4 831 11.90 2.25 12.9 - 125 2410 37825 0-3.2 15 211 302 57 5.9 165.1 mm x . :. 4 350 5565 0-0.13 , 0.19 N4 x 8.63 11.90 2.25 152 100 2410 16 ..2.I ± 302 57 6.9 8.. 6 350 12000 0-0.13 O-38' 0.13 2-/x5 10.81 14.88 2.50 22.4 200 150 2410 53400 0-3.2 11 275 378 64 102 Refer to notes on back cover. Style 750 Reducing couplings should not be used with end caps (#60) in systems where a vacuum may be developed. Contact Victauli: for details. l oon line www.victaulic.com VICTAUUC IS A REGISTERED TRADEMARK OF VICTAUuC COMPANY. 0 2006 VICTAUUC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. X. A-C t -au I i a 06.08_2 REV_H IPS CARBON STEEL PIPE - GROOVED COUPLINGS Reducing Coupling STYLE 750 SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS FLOW DATA HEAD LOSS The head loss across Style 750 Reducing coupling is very small and is essentially the same as for standard short body reducing pipe fittings. Equivalent lengths of standard weight steel pipe are shown in the tables. All data is based on water flowing at ambient temperature. FLOW REDUCING Size Equiv. Pipe LenjLl_ FLOW EXPANDING Size Equiv. P L-gr 2 1 5.9 1 2 2.7 50 25 1.8 25 50 0.8 1½ 2.0 1112 2 1.9 40 0.6 40 50 0.6 2½ 2 1.9 2 2½, 1.0 65 50 0.6 50 65 03 76.1 mm x 2 1.9 76.1 mm 1.0 65 1.2 100 0.9 88,9mmx 76.1 mm 1.2 65 x o 4 2 1 6.0 4 3.0 100 50 1.8 100 0.9 mm x 88,9mm -0.8 114.3 mm 80 0.9 1143 mm x 76.1 mm 6.0 1.8 80 x io 0.8 5 4 3.0 4 5 33 125 100 0.9 100 125 1.0 6 4 6.0 6 4.6 150 >< 100 1.8 150 1.4 1651 mm 4.6 125 1 1.4 4 6.0 5 6 23 165.1mm >< 100 1.8 125 X 150 0.7 8 6 1 73 6 8 6.0 200 150 2.2 150 200 1.8 www.victaulic.com \44tauhc' V1CTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 vIcTAuLIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV_H 06.08_3 nu SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 750 GENERAL NOTES * 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. Contact Victaulic for performance on other pipe. Maximum working pressure rating based on larger pipe size. Maximum End Load rating based on smaller pipe size. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11h times the figures shown. t Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for 34 —3 1h'I2O - 90 mm; 25% for 47100mm and larger. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. 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. US & WORLD HEADQUARTERS CANADA CENTRAL AND SOUTH AMERICA P.O. Box 31 905-884-7444 1-610-559-3300 Easton, PA 18044-0031 USA 905-884-9774 (fax) 1-610-559-3608 (fax) 4901 Kesslersville Road viccanada@victaulic.com vical@victaulic.com Easton, PA 18040 USA EUROPE ASIA PACIFIC 1-800-PICK-VIC (1-800-742-5842) 32-9-381-15-00 86-21-54253300 1-610-559-3300 32-9-380-44-38 (fax) 86-21-54253671 (fax) 1-610-250-8817 (fax) viceuro@victaulic.be vicap@victaulic.com pickvic@victaulic.com UNITED KINGDOM MIDDLE EAST www.victaulic.com 44 (0) 1438741100 971-4-883-88-70 II Il I Jill II IIIIIl 11111111 lIII III II 44 (0) 1438313883 (fax) 971-4-883-88-60 (fax) WCAS-6QAQRU viceuro@victaulic.be UPDATED 6/2006 06.08 1536 REV H actauIc VIOTAC IS A REGISTERED TRADEMARK OF V1CTAUUC COMPANY. 0 2006 vIcTAuLIc COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 06.08 tqco /Fire & Building / Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series ELO231TM 112 K-factor Upright and Pendent Sprinklers Standard Response, Standard Coverage General Description The 11.2 K-factor, Series ELO-231, Standard Response, Standard Cover- age, Upright and Pendent Sprinklers (Ref. Figure 1) are automatic sprin- klers of the fusible solder type. They are standard response - spray sprin- klers" that produce a hemispherical water distribution pattern below the de- flector. The 11.2 K-factor, ELO-231 Sprinklers were subjected to full scale, high-piled storage, fire tests to qualify their use in lieu of 5.6 or 8.0 K-factor standard spray sprinklers for the protection of high-piled storage. Higher flow rates can be achieved at much lower pressures with the 11.2 K-factor, ELO-231 Sprinklers - mak- ing their use highly advantageous in high density applications, such as the protection of high-piled storage. Wax or lead coatings can be used to extend the life of the copper alloy com- ponents used in Series ELO-231 sprinklers beyond that which would otherwise be obtained when exposed to corrosive atmospheres. Although wax and lead coated sprinklers have passed the standard corrosion tests of the applicable approval agencies, the testing is not representative of all pos- IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. sible corrosive atmospheres. Conse quently, it is recommended that the end user be consulted with respect to the Suitability of these corrosion resis- tant coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemi cäls, and gas/chemical'velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An upright intermediate level version of the Series ELO-231 Sprinklers for in-rack applications can be obtained by utilizing the Series ELO-231 Up- right Sprinkler with the WSG-2 Guard & Shield, and a pendent intermediate level version of the Series ELO-231 Sprinklers can be obtained by utiliz- ing' the Series ELO-231 Pendent Sprinkler with the WS-2 Shield. If there is a:possibility of the pendent interme- diate level version being exposed to mechanical damage, a G-2 Guard can be added. WARNINGS The 11.2 K-factor, Series ELO-231 Upright and Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or manufac- turer should be contacted with any questions. Installation of Series ELO-231 Pen- dent Sprinklers in recessed escutch- eons will void all sprinkler warranties, as well as possibly void the sprinkler's Approvals and/or Listings. Page 1 of 6 JANUARY, 2005 TFP34O Page 2of6 TFP340 SPRINKLER FINISH TYPE TEMPERATURE FRAME COLOR NATURAL BRASS I CHROME PLATED LEAD COATED WAX COATED I WAX OVER LEAD UPRIGHT (TY5111 & TY5811) 165°Ft74°C Unpainted 1, 2, 3, 4 _____ 1,2, 3, 4 212°F/100°C White 286117/1411C Blue 1,2,3,4 1(a), 2(a), 3(a), 4(a) Y5211 165°F/74°C Unpainted 1,2,4 212°F/1 00°C PENDENT 1,2,3,4 White 286°F/1 41 °C Blue 1, 2, 4 i (a) .2(a). 4(a) NOTES: Listed by Underwriters Laboratories, Inc. (UL Listed). Listed by Underwriters Laboratories, Inc. for use: in Canada (C-UL Listed). Approved by Factory Mutual Research Corporation (FM Approved). Approved by the City of New York under MEA 291-04-E. (a). Listed/Approved for a maximum ceiling temperature of 150°F1660C. TABLE A LABORATORY LISTINGS AND APPROVALS FOR 11.2 K-FACTOR SERIES ELO-231 UPRIGHT AND PENDENT SPRINKLERS (Refer to the Design Criteria Section) Model/Sprinkler Identification Numbers TY5111 - Upright 11.2K,3/4'NPT 1Y5211 - Pendent 11.2K, 3/4NPT TY5811 - Upright 11.2K, 1/2'NPT TY5111 is a redesignation for C51 11. TY521 1 is a redesignation for C5211. TY581 1 is a redesignation for C5811. Technical Data Approvals UL and C-UL Listed. FM and NYC Ap- proved.(Refer to Table A for complete approval information including corro- sion resistant status. The approvals apply to the service conditions indi- cated in the Design Criteria section.) Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K= 11.2 GPM/psi112 (161,4 LPM/barl'2) Temperature Ratings Refer to Table A Fiflishes Refer to Table A Physical Characteristics Frame .............Bronze Seal Disc ..........Copper Cap ..............Bronze StrUt Assembly . . . Solder, Bronze, Stainless Steel Compression Screw .....Bronze Deflector ............Bronze Helper Spring . . . . Stainless Steel Ejector Spring .........Nickel Strut Clip ......Stainless Steel Design Criteria UL and C-UL Listing Requirements The 11.2 K-factor, Model ELO-231 (TY5111, TY5211 & TY5811) Sprin- klers are to be installed in accordance with NFPA 13 standard sprinkler posi- tion and area/density flow calculation requirements for light, ordinary, or'x- 7 tra hazard occupancies with a mini; mum - residuaL,(flowing) pressure of 7 psi (0,5 bar) in wet or dry pipe sprinklel systems, or they are to be installed in accordance with NFPA 13 standard sprinkler position and area/density flow calculation requirements for high piled storage occupancies (solid piled, palletized, rack storage, bin box, and shelf storage including but not limited to Class l-IV and Group A plastics) with a minimum residual (flowing) pressure of 10 psi (0,7 bar) for wet or dry pipe systems. The following example is typical of the type of arrangement permitted by NFPA 13. For all combinations of lesser and greater building heights, lesser and greater storage heights, storage arrangements, commodity classifications, and lesser or greater required design densities, refer to NFPA 13 for specifics. Example: NFPA 13 provides ceiling only protection (i.e., no in-rack sprin- klers) criteria using open frame (i.e. no solid shelves) single, double, multiple- row, or portable rack storage (without il/I ii 2-13/16 IJrrrs4 lII41IIP 1 IWJir'.' TYP. FLATS ikl 10 . TFP34O Page 3 of 6 * Temperature rating is indicated on deflector. ** Pipe thread connections per ISO 7/1 can be provided on 1/2 (12,7 mm) special request. NOMINAL MAKE-IN (71,4 mm) WRENCH NPT L 7/16 (11,1 mm) L NOMINAL MAKE-IN Components: 1 - Frame Seal Disc Cap 4 - Strut Assembly Compression Screw Deflector* Helper Spring 8 - Ejector Spring 9 - Strut Clip UPRIGHT UPRIGHT PENDENT CROSS TY5811 TV5111 TY5211 SECTION FIGURE 1 11.2 K-FACTOR SERIES ELO-231 UPRIGHT - 3/4" NPT (TV5III), UPRIGHT - 1/2" NPT (TY5811), AND PENDENT - 3/4" NPT (TY5211) SPRINKLERS the need for in-rack sprinkler protec- tion) of cartoned or uncartoned unex- panded Group A or B plastics, or, car- toned expanded Group A or B plastics, with: a storage height of up to 20 feet (6,1 M); a maximum ceiling height of 27 feet (8,2 m); a minimum deflector to top of stor- age clearance of 18 inches (457 mm); a minimum design density of 0.60 gpm/ft2 (24,4 mm/mm); a minimum residual (flowing) pres- sure of 10 psi (0,7 bar); a minimum design area of 2000 ft2 (186 m2) for wet systems 0r2600 f12 (242 m2) for dry pipe systems FM Approval Requirements The 11.2 K-factor, Model ELO-231 (TY5111, TY5211 & TY5811) Sprin- klers are to be installed in accordance with the applicable "control mode den- sity/area" guidelines provided by Fac- tory Mutual. (FM guidelines may differ from UL and C-UL Listing criteria.) Operation A fusible alloy is sealed into a bronze actuating rod (center strut) by a stain- less steel ball. When the alloy melts at its rated temperature, the ball is forced upward into the center strut, releasing the two ejectors and operating the sprinkler. Installation The Series ELO-231 Sprinklers must be installed in accordance with the fol- lowing instructions: NOTES A leak tight 3/4 inch NPTsprinkler joint should be obtained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maxi- mum of 30 ft.lbs. (40,7 Nm) of torque is to be used to install sprinklers with 3/4 NPT connections. A leak tight 1/2 inch NPT sprinkler joint should be ob- tained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maximum of 21 ft. lbs. (28,5 Nm) of torque may be used to install sprinklers with 1/2 NPT con- nections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon plate by under- or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. The Series ELO-231 Upright and Pendent Sprinklers must be installed "FITTING SIDE" TOWARDS SPRINKLER FITTING RENCH / RECESS (END "A") FIGURE 2 W-TYPE 3 SPRINKLER WRENCH in accordance with the following in- structions. Step 1. Pendent sprinklers are to be installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 3 Sprinkler Wrench (Ref. Figure 2), except that an 8 or 10 inch adjustable Crescent wrench is to be used for wax coated sprinklers. With reference to Figure 1, the W-Type 3 Sprinkler Wrench or the adjustable Crescent wrench, as applicable is to be applied to the wrench flats. When installing wax coated sprinklers with the adjustable Crescent wrench, Page 4 of 6 TFP34O additional care needs to be exercised to prevent damage to the wax coating on the sprinkler wrench flats or frame arms and, consequently, exposure of bare metal to the corrosive environ- ment. The jaws of the wrench should be opened sufficiently wide to pass over the wrench flats without damag- ing the wax coating. Before wrench tightening the sprinkler, the jaws of the wrench are to be adjusted to just con- tact the sprinkler wrench flats. After wrench tightening the sprinkler, loosen the wrench jaws before removing the wrench. After installation, the sprinkler wrench flats and frame arms must be in- spected and the wax coating re- touched (repaired) whenever the coat- ing has been damaged and bare metal is exposed. The wax coating on the wrench flats can be retouched by gen- tly applying a heated 1/8 inch diameter steel rod to the areas of wax that have been damaged, to smooth it back over areas where bare metal is exposed. NOTES Only retouching of the wax coating ap- plied to the wrench flats and frame arms is permitted, and the retouching is to be performed only at the time of the initial sprinkler installation. The steel rod should be heated only to the point at which it can begin to melt the wax, and appropriate precautions need to be taken, when handling the heated rod, in order to prevent the installer from being burned. If attempts to retouch the wax coating with complete coverage are unsuc- cessful, additional wax can be ordered in the form of a wax stick (the end of which is color coded). Only the correct color coded wax is to be used, and retouching of wrench flats and frame arms is only permitted at the time of initial sprinkler installation. With the steel rod heated as previously de- scribed, touch the rod to the area re- quiring additional wax with the rod an- gled downward, and then touch the wax stick to the rod approximately one-half inch away from the area re- quiring retouching. The wax will melt and run down onto the sprinkler. Care and Maintenance Series ELO-231 Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTES Before closing a fire protection system control valve for maintenance work on the fire protection system that it con- trols, permission to shut down the af- fected fire protection system must be obtained from the proper authorities and all personnel who maybe affected by this action must be notified. Sprinklers that.are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied or over-heated sprinklers must be replaced. Care must be exercised to avoid dam- age: to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant sprinklers, after the installation has been completed, to verity the long term potential integrity of the sprinkler coatings. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random sampling of close-up visual inspec- tions: should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national code. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE. FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE. SPRINKLER I TEMPERATURE RATING - 1 NATURAL BRASS 9 CHROME PLATED 165 165°F/74°C 6 WAX COATED 212 212°F/100°C 7 LEAD COATED 286 286°F/141 °C 8 WAX OVER LEAD TYPE 110 UPRIGHT 3/4° NPT (TY5111) 112 PENDENT 3/4 NPT (TY5211) 210 UPRIGHT 1/2°NPT (TY5811) TFP34O Page 5 of 6 Ordering PIN 50- XXX - X - XXX Procedure A Part Number (P/N) is not specified when ordering sprinklers with thread connections per ISO 7/1. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connection: Specify: (specify SIN), 11.2 K-factor, (specify temperature rating), Series ELO-231 Standard Response (specify Pendent or Upright) Sprinkler with (specify finish), P/N (specify from Ta- ble B). Sprinkler Wrench: Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1-001. Wax Sticks: (for retouching wrench damaged wax coating) Specify: (Specify color) color coded Wax Stick for retouching (specify tem- perature rating) temperature rated Se- ries ELO-231 Sprinklers, P/N (spec- ify). Red for 165°F ............. P/N 56-065-1-155 Blue for 212°F and 286°F ................. P/N 56-065-1-286 NOTES Each wax stick is suitable for retouch- ing up to twenty-five sprinklers. The wax used for 286°F sprinklers is the same as for 212'F sprinklers, and, therefore, the 286°Fsprinkler is limited to the same maximum ceiling tempera- ture as the 2 12°F sprinkler (i.e., 150°F). TABLE B PRODUCT SYMBOL NUMBER SELECTION 11.2 K-FACTOR SERIES ELO-231 STANDARD RESPONSE UPRIGHT AND PENDENT SPRINKLERS Page 6 of 6 TFP34O TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 ES-A-3000SS Series 3000SS A1 A M E S Double Check Detector Assemblies FIRE & WATERWORKS Sizes: 21/2 - 12 (65 - 300mm) Series 3000SS Double Check Detector Assemblies are designed for use in accordance with water utility non-health hazard containment requirements. It is mandatory to prevent the reverse flow of fife protection system substances, i.e., glycerin wetting agents, stagnant water and water of non-potable quality from being pumped or siphoned into the potable water supply. Specifications A Double Check Detector Assembly shall be installed on fire protection systems when connected to a potable water supply. Degree of hazard present is determined by the local authority having jurisdiction. The main valve body shall be manufactured from 300 Series stainless steel to provide corrosion resistance, 100% lead free through the waterway. The double check detector assembly consists of two independently operating, spring loaded check valves, two UL, FM, OSY resilient seated gate valves, and bypass assembly. The bypass assembly consists of a meter (cubic ft. or gallons), a double check including shutoff valves and required test cocks. Each cam-check shall be internally loaded and provide a positive drip tight closure against reverse flow. Cam-check includes a stainless steel cam arm and spring, rubber faced disc and a replaceable seat. There shall be no brass or bronze parts used within the cam-check valve assembly. The check valve seats shall be of molded thermoplastic construction. The use of seat screws as a retention method is prohibited. All internal parts shall be accessible through a single cover on the valve assembly. The valve cover shall be held in place through the use of a single grooved style two-bolt coupling. The bypass line shall be hydraulically sized to accurately measure low flow. The bypass line shall con- sist of a meter, a small diameter double check assembly with test cocks and isolation valves. The bypass line double check valve shall have a single access cover, two independently operating modular poppet check valves, and top mounted test cocks. The assembly shall be an Ames 3000SS. Materials All internal metal parts: 300 Series stainless steel, Main valve body: 300 Series stainless steel, Check assembly: NorylO Flange dimension in accordance with AWWA Class D. Norylm is a registered trademark of General Electric Company. Features Patented Cam-Check Assembly valve provides low head loss Short lay length is ideally suited for retrofit installations .. Stainless Steel body is half the weight of competitive designs reducing installation and shipping cost Stainless steel construction provides long term corrosion protection and maximum strength Single top access cover with two-bolt grooved style coupling for ease of maintenance No special tools required for servicing Compact construction allows for smaller vaults and enclosures Furnished with % x 3/4' bronze meter (gpm or cfm) Detects underground leaks and unauthorized water use Maybe installed horizontal or vertical "flow up" position Available Models Suffix: LG -less shutoff valves OSY - ULJFM outside stem and yoke resilient seated gate valves Qy FxG - flanged inlet gate connection and grooved outlet gate connection Qy GxF - grooved inlet gate connection and flanged outlet gate connec- tion "OSY GxG - grooved inlet gate connection and grooved outlet gate connection CFM - cubic feet per minute GPM - gallons .per minute meter Available with grooved NRS gate valves - consult factory" Post indicator plate and operating nut available - consult factory" *Consult factory for dimensions Job Name Contractor Job Location Approval Engineer -- Contractor's RO. No. Approval Representative Ames product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Ames Technical Service. Ames reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold. www.amesfirewater.com Pressure - Temperature Temperature Range: 33°F - 110°F (5°C - 43°C) Maximum Working Pressure: 175psi (12.06 bar) Capacity Flow curves as tested by Underwriters Laboratory per UL 1469, 1996. ° Rated flow **UL Tested • 1 ._. ur .. : —- u IIi, iiii .....••... •• •• MMIMMMMMMMEMMM ••_4 ..R. I I A Standards AWWA C510-92, UL 1469 Approvals For 12 approvals consult factory. FM >lSSIPI. ® Appmed c®us 1048 (sizes 21/211 -1011, (OSY Only) OSY Only) I.i ;JII-i,i1Th MMMMMMMMMMEMMMM • MMMMMMMMMMEMnam __.-________ r______. ..•iU I• I. .---- I_ C-_______I ••• I. LN Ii._.._....i ._R I •• I i••••..i . I MMMM _. I MIN ._. I .lcIIII1;Tn1 -------- -------— - .-• . I -, -------- - ------ • IS --------- C (Open) 0 00 0 SIZE (DN)II]IIil1tI]l1 NET WEIGHT NET Il'i[e1I in. mm A in. mm C (OSY) in. mm D in. mm G in. mm L in. mm P in. mm w/Gates lb. kg. win Gates lb. kg. 21/2 65 37 965 16/e 416 31/2 89 10 250 22 559 121/2 318 155 70 68 31 3 80 38 965 18/8 479 33/4 95 10 250 22 559 13 330 230 104 70 32 4 100 40 1016 22/4 578 41/2 114 10 250 22 559 141/2 368 240 109 73 33 6 150 481/2 1232 301/8 765 51/2 140 15 381 271/2 699 151/2 394 390 177 120 54 8 200 1 521/2 1334 1 373/4 959 1 6/4 171 1 15 381 1 291/2 749 1 181/2 464 1 572 259 1 180 82 10 250 1 551/2 1410 1 453/4 1162 1 8 200 1 15 381 1 291/2 749 1 191/2 495 1 774 351 1 190 86 12 300 1 571/2 1461 1 531/8 1349 1 91/2 241 1 15 381 1 291/2 749 1 21 533 1 1044 474 1 220 100 IMPORTANT Inquire with governing authorities for local installation requirements. A A M E S FIRE &WATERWORK$ A Division of Watts Regulator Company It'J9001 I www.amesfirewater.com I CERTIFIED I 1427 North Market Blvd. • Suite #9 • Sacramento, CA 95834 • Phone: 916-928-0123 • Fax: 916-928-9333 ES-A-3000SS 0513 ©Ames Co. 2005 ES-A-3000SS Series 3000SS A AMES Double Check Detector Assemblies Sizes 21/2 - 12 (65 -'300mm) Series 3000SS Double Check Detector Assemblies are designed for use in accordance with water utility non-health hazard containment requirements. It is mandatory to prevent the reverse flow of fire protection system substances, i.e., glycerin wetting agents, stagnant water and water of non-potable quality from being pumped or siphoned into the potable water supply. Specifications A Double Check Detector Assembly shall be installed on fire protection systems when connected to a potable water supply. Degree of hazard present is determined by the local authority having jurisdiction. The main valve body shall be manufactured from 300 Series stainless steel to provide corrosion resistance, 100% lead free through the waterway. The double check detector assembly consists of two independently operating, spring loaded check valves, two UL, FM, OSY resilient seated gate valves, and bypass assembly. The bypass assembly consists of a meter (cubic ft. or gallons), a double check including shutoff valves and required test cocks. Each cam-check shall be internally loaded and provide a positive drip tight closure against reverse flow. Cam-check includes a stainless steel cam arm and spring, rubber faced disc and a replaceable seat. There shall be no brass or bronze parts used within the cam-check valve assembly. The check valve seats shall be of molded thermoplastic construction. The use of seat screws as a retention method is prohibited. All internal parts shall be accessible through a single cover on the valve assembly. The valve cover shall be held in place through the use of a single grooved style two-bolt coupling. The bypass line shall be hydraulically sized to accurately measure low flow. The bypass line shall con- sist of a meter, a small diameter double check assembly with test cocks and isolation valves. The bypass line double check valve shall have a single access cover, two independently operating modular poppet check valves, and top mounted test cocks. The assembly shall be an Ames 3000SS. Materials All internal metal parts: 300 Series stainless steel, Main valve body: 300 Series stainless steel, Check assembly: Noryl® Flange dimension in accordance with AWWA Class D. Noryl® is a registered trademark of General Electric Company. Contractor Approval Contractor's P.O. No. Representative Features Patented Cam-Check Assembly valve provides low head loss Short lay length is ideally suited for retrofit installations Stainless Steel bbdy is half the weight of competitive designs reducing installation and shipping cost Stainless steel construction provides long term corrosion protection and maximum strength Single top access cover with two-bolt grooved style coupling for ease of maintenance No special tools required for servicing Compact construction allows for smaller vaults and enclosures Furnished with /8 x 3/4 bronze meter (gpm or cfm) Detects underground leaks and unauthorized water use Maybe installed horizontal or vertical "flow up" pdsition Available Models Suffix: LG -less shutoff valves OSY - UL/FM outside stem and yoke resilient seated gate valves *Q\( FxG - flanged inlet gate connection and grooved outlet gate connection Qy GxF - grooved inlet gate connection and flanged outlet gate connec- tion OSY GxG - grooved inlet gate connection and grooved outlet gate connection CFM - cubic feet per minute GPM - gallons per minute meter Available with grooved NRS gate valves - consult factory Post indicator plate and operating nut available - consult factory* *Consult factory for dimensions Job Name - Job Location Engineer_... Approval_ Ames product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Ames Technical Service. Ames reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold. www.amesfirewater.com Pressure - Temperature Temperature Range: 33°F - 110°F (5°C - 43°C) Maximum Working Pressure: 175psi (12.06 bar) Capacity Flow curves as tested by Underwriters Laboratory per UL 1469, 1996. * Rated flow **UL Tested kPa kPa 83 69 55 41 28 14 kPa psi 4" (1 00mm) ** 103 15 83 12 62 9 41 6 21 3 0 0 ______________________ 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 gpm 171 380 570 760 950 1140 1330 1520 1170 1900 2000 2280 2470 26602850 1pm 5 10 15 fps 1.5 3 4.6 mps I A I Standards AWWA C510-92, UL 1469 Approvals For 12° approvals consult factory. FM ® Appmed C®US 1048 (sizes 21121 —10°, (OSY Only) OSY Only) JII11hl1Tfl .7 ___....-_.---.. • ____.___._ __ ••n JI1TTm_ 7 ______I •• • l•i______u •• i. —•---.—- I_ w_______i I• I. IIk1I • ._. I • . I L16[IJIITTTfl --------- -------- ..i ------- -I - -------- .- ------ . —----- --------- SIZE (ON)Il]1011001D1112 NET WEIGHT NET WEIGHT in. mm A in. mm C (OSY) in. mm D in. mm 6 in. mm L in. mm P in. mm w/Gates lb. kg. w/o Gates lb. kg. 21/2 65 37 965 16/8 416 31/2 89 10 250 22 559 121/2 318 155 70 68 31 3 80 38 965 18/8 479 33/4 95 10 250 22 559 13 330 230 104 70 32 4 100 40 1016 22/4 578 41/2 114 10 250 22 559 141/2 368 240 109 73 33 6 150 481/2 1232 301/e 765 51/2 140 15 381 271/2 699 151/2 394 390 177 120 54 8 200 521/2 1334 373/4 959 1 6/4 171 1 5 381 1 9'/2 749 1 181/2 464 1 572 259 1 180 82 10 250 551/2 1410 1 453/4 1162 1 8 200 1 15 381 1 291/2 749 1 191/2 495 1 774 351 1 190 86 12 300 1 571/2 1461 1 531/e 1349 1 91/2 241 1 15 381 1 291/ 749 1 21 533 1 1044 474 1 220 100 IMPORTANT Inquire with governing authorities for local installation requirements. A AM ES FIRE &WATERWORKS A Division of Watts Regulator Company IiSI9OO1 I www.amesfirewater.com I CERTIFIED 1427 North Market Blvd. • Suite #9 • Sacramento, CA 95834 • Phone: 916-928-0123 to Fax: 916-928-9333 ES-A-3000SS 0513 ©Ames Co. 2005 Schedule-1O/Schedule-40 Fully Listed and FM Approved Sprinkler Pipe When you specify Schedule-10/Schedule-40 sprinkler pipe you get a UL listed and FM approved product. Although these products do not require separate approvals, Schcdule-10/Schedulc-40 gives you the extra quality assurance you demand. Our Sch-10 (114_ 8") pipe and Sch-40 (1"- .2'4") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. Galvanized Pipe Schedule-1O/Schedule-40 product can be "hot-dip" galvanized to meet FM requirements for dry systems in accordance with the zinc coating specifications of ASTM A-123. Our advanced formula mill coating of- fers a clean, durable surface. It is also paint-ready for custom color applications without special preparation. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial For- mula, "ABF'. In scientific laboratory test, ABS proved to have superior resis- tance to microbial colonization of pipe walls, thereby delaying or possibly pre- venting the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. Meets "Buy American" requirement and is available through distributors in the USA, Canada and Mexico. Schedule-10/Schedule-40 pipe are in compliance with the following: ASTM A-135, and NFPA 13. Both pipe products have a working pressure rating of 300 psi maximum and also meet the stringent requirement for the following tests: Welded Outlets Hydrostatic Pressure Side Wall Rupture Vibration Test Sch-40 Specifications NPS Nominal I.D. WI. WI. (H20 Filled) Pcs/ Wtjl.ift (21') WI/Lift (24') WI/Lift (25') In; mm \-n; mm Lbs/Fl; Kg/rn Lbs/Ft; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg 1 1049 1.680 2.05 70 2,470 2,822 2,940 25 26.6 2.5 3.05 70 1,120 1,280 1,334 11/4" 1.380 2.270 2.93 51 2,431 2,778 2,894 32 35.1 4.36 4.36 51 1,103 1,260 1,313 11/2' 1.610 2.720 3.61 44 2,513 2,872 2,992 40 40.9 4.0 5.37 44 1,140 1,303 1,357 2 2.067 3.650 5.13 30 2,300 2,628 2,738 50 52.5 5.4 7.63 30 1,043 1,192 1,242 21/2' 2.469 5.790 7.86 19 2,310 2,640 2,750 65 62.7 8.6 11.73 19 1,048 1,197 1,247 Specifications NPS Nominal I.D. WI. Wt. (H20 Filled) Pcs/ WI/Lift (21') WI/Lift (24') WI/Lift (25') In; mm In; mm Lbs/Fl; Kg/rn Lbs/F!; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg ill 1.097 1.400 1.81 91 2,675 3,053 3,185 25 27.9 2.1 2.70 91 1,213 1,385 1,445 11/4" 1.442 1.810 2.52 61 2,319 2,664 2,760 32 36.6 2.7 3.75 61 1,052 1,208 1,252 11/2 1.682 2.080 3.04 61 2,664 3,045 3,172 40 42.7 3.1 4.52 61 1,208 1,381 1,439 2 2.157 2.640 4.22 37 2,051 2,344 2,442 50 54.8 3.9 6.28 37 930 1,063 1,108 21/2" 2.635 3.530 5.89 30 2,224 2,542 2,648 65 66.9 5.3 8.77 30 1,009 1,153 1,201 3' 3.260 4.330 7.94 19 1,728 1,975 2,057 80 82.8 6.4 11.82 19 784 896 933 4.260 5.610 11.78 19 2,238 2,558 2,665 90 108.2 8.3 17.53 19 1,015 1,160 1,209 5.295 7.77 17.33 10 1,632 1,865 1,943 125 134.5 11.56 25.80 10 740 846 881 6.357 . 9.290 23.03 10 1,951 2,230 2,322 150 - 161.5 13.8 34.27 10 885 1,012 1,053 8" 8.249 16.490 40.15 7 2,424 2,770 2,885 200 209.5 24.5 59.75 7 1,100 1,256 1,309 Listed Approved Listed I I 16100 S. Lathrop • Harvey, IL 60426 Customer Service: tIICQ all ied 11350 Norcom Rd. . Philadelphia, PA 19154 (800) 8825543 a vital part of your world TUBE & CONDUIT 2525 N. 27th Ave. • Phoenix, AZ 85009 Fax 708-339-1806 S5 -3 Dyha-Flow®. p High Strength Steel Pipe The original high-strength Iightwall sprinkler pipe with hydraulics superior to L5cheduIe-10 Dyna-Flow pipe is the "original" high- strength lightwall sprinkler pipe. Dyna- Flow has outstanding hydraulic capabilities and is recognized as the most popular alternative to Schedule-10 pipe. Lightweight, easy to cut and easy to handle for installation. Dyna-Flow is a valuable addition to any fire protection system. With an inside diameter of up to 11% larger than Schedule-40 and up to 7% larger than Schedule-10, Dyna-Flow pipe hydraulics are exceptional. Larger I.D.s enable Dyna-Flow, and related components, to be down-sized within the system, thus increasing the potential for job cost savings. For complete Hazen- Williams charts, refer to "Dyna-Flow Hydraulic Data Tables." Specifications NPS Nominal ID. WI. WI. (H20 Filled) Pcsf Wtil.ilt (21) Wt/l.ilt (24) WtJLift (25) In; mm In; mm Lbs/Ft; Kg/rn Lbs/Ft, Kg/rn Lift Lbs, Kg Lbs; Kg Lbs; Kg V 1.191 0.830 1.31 91 1,586 1,812 1,888 25 30.3 1.2 1.95 91 719 822 856 11/4 " 1.536 1.059 1.87 61 1,356 1,550 1,615 32 39.0 1.8 2.78 61 615 703 733 11/2 1.728 1.667 2.71 61 2,135 2,440 2,542 40 43.9 2.5 4.03 61 968 1107 1153 2.203 2.104 3.79 37 1,634 1,868 1,946 56.0 - 3.1 5.64 37 741 847 883 .2W 2.703 2.564 5.10 30 1,615 1,846 1,923 65 68.7 3.8 7.59 30 733 837 872 3 3.314 3.387 7.18 19 1,351 1,544 1,608 80 84.2 5.0 10.69 19 613 700 729 - 4.310 4.473 10.86 19 1,784 2,039 2,124 90 109.5 6.7 16.16 19 809 925 963 Dyna-Flow products are coated with an environmentally approved and specially formulated modified-acrylic or water-based coating. This durable coating is paintable. The black coating acts as an excellent primer and is resistant to weathering and U.V. degradation from outdoor storage. Metallurgical properties provide excellent fabrication characteristics for end prep finishes, welding and roll grooving. There is no special process or equipment needed for fabrication and installation. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial Formula, "ABF'. In scientific laboratory test, ABS proved to have superior resistance to microbial colonization of pipe walls, thereby delaying or possibly preventing the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. Dyna-Flow/Super Flo pipe is manufac- tured to meet ASTM A-795 Type E, Grade A and is in compliance with NFPA-13 and NFPA-14. All sizes of Dyna Flow/Super Flo are UL Listed, Fivi Approved and ULC Listed. @ <~> 9 Listed Approved Listed Dyna-Flow/Super Ho is IJL/ULC Listed for use with roll grooved, plain-end couplings, and welded joints for wet, dry, preaction and deluge systems. It is Fly! Approved for roll grooved, plain-end, and welded joints for wet systems. Refer to appropriate documentation for up-to-date listing and approval information. Dyna- Flow/Super Ho is now available "hot- dip" galvanized and has been specifically approved by FM for dry systems uses. Lightweight and easy to install, resulting in more efficient use of your freight and labor dollars. Provides stability needed to comply with standard hanger spacing (15 ft O.C.) per NFPA. Available in Standard lengths for your convenience, or can be ordered in custom lengths upon approval. Fast cutting and welding, as well as easy roll grooving and end preparation. Available in Factory roll grooved form for quicker shop turnaround. Clean, durable mill coating provides longer "shelf life" and acts as an excellent primer for custom paint applications. tqcci a vital part of your world I 16100 S. Lathrop • Harvey, IL 60426 Customer Service: Qv- allied 11350 Norcom Rd.. Philadelphia, PA 19154 (800) 882-5543 TUBE &CONDUIT 2525 N. 27th Ave. • Phoenix, AZ 85009 Fax 708-339-1806 S2-3 DynamThread' Full Line Sch-40. Replacement Dyna-Thread offers the life expectancy of Sch40 with superior hydraulics and greater value. Dyna-Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety and longevity of traditional Sch-40 pipe with quality and superior hydraulic advantages. Comparison to Schedule 40 Dyna-Thread's inside diameter is up to 3.6% larger than Sch-40 giving it superior hydraulics. And, when used in combination with Dyna-Flow pipe, down sizing often occurs. Dyna-Thread is fully listed and approved by UL, ULC, and FM for fire sprinkler applications. The life expectancy of Dyna-Thread and Seh-40 are equal based on the calculated wall thicknesses per UL. The consistent quality of steel used to make Dyna-Thread facilitates smooth threading and lower maintenance costs. The exterior of Dyna-Thread is protected by a clean, durable mill coating for extended shelf life and easy paint application. UOL Listed Approved Listed With its increased strength and lighter weight, Dyna-Thread reduces installation fatigue and is ideal for retro-fit applications. Corrosion Resistance Ratio (CRR) is a UL (Underwriters Laboratory) term for the estimated life expectancy of a pipe joint. This is based on the calculated wall thickness at the base of the first exposed thread, assumed to be the weakest point of the pipe length. Dyna- Thread and Sch-40 have the same calculated wall thicknesses at this point and #6 both assigned the same CRR of 1.00. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial Formula, "ABF'. In scientific laboratory test, ABS proved to have superior resistance to microbial colonization of pipe walls, thereby delaying or possibly preventing the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. More wall thickness at the thread (CRR= 1.00) gives Dyn a-Thread better life expectancy than lightwall threadable pipe joints. Unlike lightwall threadable pipe, Dyna-Thread has no thread gauge warning. Dyna-Thread is approved for standard hanger spacing (15 ft. O.C.), can be used as earthquake sway bracing, and is safe to use as drops. Dyna-Thread is safer to weld on. Dyna-Thread is more widely accepted than lightwall threadable where Sch-40 is specified. JYSpecifications & Approvals Super 40fDyna-Thread pipe is manufactured to meet: ASTM A-135, Grade A and is in compliance with NFPA-13. All sizes of Super 40/Dyna- Thread are rated at 300 psi working pressure. Super 40/Dyna-Thread is UL and ULC Listed for wet, dry deluge and pre-action sprinkler systems and FM Approved for use in wet systems. Super 40/Dyna-Thread can be "hot-dip" galvanized to meet FM requirement for dry systems. Super 40/Dyna-Thread is approved for all threaded couplings and welded outlets and is suitable for all roll-grooved, and plain-end fittings. (See listing information). Specifications NPS Nominal I.D. Wt. WI. (H20 Filled) Pc WtilJft (21') Wt/Lift (24') Wt/lJft (25') In; mm In; mm Lbs/Ft; Kg/rn Lbs/Ft; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg 1" 1.080 1.330 1.75 70 1955 2234 2327 25 27.4 2.0 2.60 70 887 1013 1056 1V4 1.408 1.870 2.54 51 2002 2288 2384 32 35.8 2.8 3.78 :51 908 1038 1081 11/ 1.639 2.290 3.22 44 2115 2418 2519 40 41.6 3.4 4.79 44 959 1097 1143 2' 2.104 3.050 4.57 30 1921 2196 2287 50 53.4 4.5 6.80 30 871 996 1037 I 1 16100 S. Lathrop. Harvey, IL 60426 Customer Service: tijco cbiecJ 11350 Norcom Rd.. Philadelphia, PA 19154 (800) 882-5543 a vital part of your world TUBE & CONDUIT 2525 N. 27th Ave. • Phoenix, AZ 85009 Fax 708-339-1806 S3-3 DynamThread a Full Line Sch-40 Replacement Dyna-Thread offers the life expectancy of Sch40 with superior hydraulics and greater value. Dyna-Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety and longevity of traditional Sch-40 pipe with quality and superior hydraulic advantages. Dyna-Thread's inside diameter is up to 3.6% larger than Sch-40 giving it superior hydraulics. And, when used in combination with Dyna-Flow pipe, down sizing often occurs. Dyna-Thread is fully listed and approved by UL, ULC, and FM for fire sprinkler applications. The life expectancy of Dyna-Thread and Sch-40 are equal based on the calculated wall thicknesses per UL. The consistent quality of steel used to make Dyna-Thread facilitates smooth threading and lower maintenance costs. The exterior of Dyna-Thread is protected by a clean, durable mill coating for extended shelf life and easy paint application. @UOL <S> Listed Approved Listed With its increased strength and lighter weight, Dyna-Thread reduces installation fatigue and is ideal for retro-fit applications. Corrosion Resistance Ratio (CRR) is a UL (Underwriters Laboratory) term for the estimated life expectancy of a pipe joint. This is based on the calculated wall thickness at the base of the first exposed thread, assumed to be the weakest point of the pipe length. Dyna- Thread and Sch-40 have the same calculated wall thicknesses at this point and are both assigned the same CRR of 1.00. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial Formula, "ABF'. In scientific laboratory test, ABS proved to have superior resistance to microbial colonization of pipe walls, thereby delaying or possibly preventing the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. More wall thickness at the thread (CRR= 1.00) gives Dyna-Thread better life expectancy than lightwall threadable pipe joints. Unlike lightwall threadable pipe, Dyna-Thread has no thread gauge warning. Dyna-Thread is approved for standard hanger spacing (15 ft. can be used as earthquake sway bracing, and is safe to use as drops. Dyna-Thread is safer to weld on. Dyna-Thread is more widely accepted than lightwall threadable where Sch-40 is specified. Super 40/Dyna-Thread pipe is manufactured to meet: ASTM A-135, Grade A and is in compliance with NFPA-13. All sizes of Super 40/Dyna- Thread are rated at 300 psi working pressure. Super 40/Dyna-Thread is UL and ULC Listed for wet, dry deluge and pre-action sprinkler systems and FM Approved for use in wet systems. Super 40fDyna-Thread can be "hot-dip" galvanized to meet FM requirement for dry systems. Super 40fDyna-Thread is approved for all threaded couplings and welded outlets and is suitable for all roll-grooved, and plain-end fittings. (See listing information). Speci fications NPS Nominal I.D. Wt. Wt. (H20 Filled) Pc Wt/Litt (21') WIII.itt (24') WI/Ut (25') In; mm In; mm Lbs/Ft; Kg/rn Lbs/Ft; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg 1' 1.080 1.330 1.75 70 1955 2234 2327 25 27.4 2.0 2.60 70 887 1013 1056 114 1.408 1.870 2.54 51 2002 2288 2384 32 35.8 2.8 3.78 51 908 1038 1081 11/i 1.639 2.290 3.22 44 2115 2418 2519 40 41.6 3.4 4.79 44 959 1097 1143 2 2.104 3.050 4.57 30 1921 2196 2287 50 53.4 4.5 6.80 30 871 996 1037 I 16100 S. Lathrop. Harvey, IL 60426 Customer Service: NCO Qr allied 11350 Norcom Rd. . Philadelphia, PA 19154 (800) 882-5543 a vital part of your world TUBE &CONDUIT 2525 N. 27th Ave. • Phoenix, AZ 85009 Fax 708-339-1806 S3 -3 Jul 03 07 04:13p American Fire Sprinkler A 214-276-0908 p.1 American Fire Sprinkler Association /2 \ 12753 Merit Drive, Suite 350, Dallas, Texas 75251 /' ( ' \.. Tee: 214.349.5965 Fax. 214.343.8898 www.firespiinkler.org July 3, 2007 Mark Whittaker Pro-Tech Fire Protection Systems Corporation 8540 Younger Creek Drive, Suite 2 Sacramento, CA 95828 RE: Remote Area for Multiple Tenants Mr. Whittaker: You have asked the following question, "We have new construction speculative buildings with multiple tenant suites. each with an office area and a small warehouse/shop. Full height rated wails separate the suites as well as the offices from the shops. The specified density is 0.45/3,000 gpm/sf at the shop areas with the offices being light hazard per N.rFPA standards. At one building the shop areas are so small (approx. 24 ft by 17 ft with only 3 branch lines) that with the standard remote area rules (1.2 times the square root of 3,000 sf) there are not enough branch lines in the shop to total 3,000 sf. Assuming we do calculate the full 3,000 sf, is it proper to include some of the office lines at light hazard as opposed to adding more heads along the tines which would result in abnormally long remote area?" In response to your question, we have reviewed the 2002 Edition of NFPA 13 that you indicated as the applicable Standard. Our informal interpretation is that unless the room design method is used, the remote area must be at least 3,000 sf and may extend into the light hazard occupancy area. As you know, extending the remote area along the branch lines to get the minimum 3,000 sf creates a more demanding system. Thus the standard does allow the remote area to extend through walls. It is not required to extend the density of 0.45 gpm/sf past the wall into the office area since the wall is rated. This barrier is capable of preventing heat from afire in the storage/shop area from fusing sprinklers in the non-storage area and meets the intent of section 12.1.5 Adjacent Occupancies. The portion of the remote area that extends past the wall into the office is allowed to be at the light hazard density. (See 13: A. 11.2.3.2.1.1 2002) Your question above also indicated that full height rated walls separate the suites as well as the offices from the shops and this indicates that the room design method can be considered. The 2002 edition does not indicate this as an option for storage occupancies but the 2007 edition allows this option in Section 12.10. The water demand requirements for sprinklers are based on the room that creates the greatest demand. The problem with section 12.10 for the room design method is that all rooms shall be enclosed with walls having a fire-resistance rating equal to the water supply duration indicated in Chapters 13 through 20. If you are notable to meet the room design requirements, then the remote area has to be at least 3,000 sf and is allowed extend into the office area at the appropriate density. REC 1IVED JUL 0 ,3 2007 Jul 03 07 04:13p American Fire Sprinkler A 214-276-0908 p.2 The above is my opinion as a member of the NFPA Committee on Automatic Sprinklers. It has not been processed as a formal interpretation in accordance with the NFPA Regulations Governing Committee Projects and should therefore not be considered, nor relied upon, as the official position of the NFPA. If you have any questions, please call me at (214) 349-5965. Sincerely, Tom Weflen Technical Services cc: James Lake, NFPA Liaison (NFPA 13113R1130) Mailing Original This informal Interpretation has been prepared by the Technical Services dept. of the American Fire Sptirtkler Association. .AFSA informal interpretations are provided by AFSA Vice ['readent of Technical Services Roland Huggins, a FE registered in fire protection engineeiiig Phill Brown, a NICET IV certified automatic sprinkler technician and NFPA Leittied Fire Protection Specialist (CFPS) and To Wellen, a degreed fire protection engineering tecI'.001oist. This opinion is provided for the benefit of the requesting party. and is provided with the understanding that the AFSA assumes no :iability for this opinion or actions uikcn 00 it.