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HomeMy WebLinkAbout6211 EL CAMINO REAL; ; AS0800948/1/24, 2:00 PM AS080094 Permit Data City of Carlsbad Sprinkler Permit 6211 ELCAMINO Job Address: REAL Permit Type: SPRINK Parcel No: 2131001500 Lot #: 0 Reference No.: Permit No: AS080094 Status: ISSUED Applied 6/18/2008 Approved: 6/19/2008 Issued: 6/19/2008 PC #: Inspector: Project Title: SAFC PHARMA TI FIRE SPRINKLER PLAN CHECK & INSPECTIONS Applicant: SCHMIDT FIRE PROTECTION CO INC 4760 MURPHY CANYON RD SAN DIEGO, CA 92123 858-279-6122 Owner: KAMAY INVESTMENTS L L C 6211 EL CAMINO REAL CARLSBAD CA Fees ($) Add'l Fees ($) Total ($) Balance ($) 130 0 130 0 about:blank 1/1 Aso~coik WOVIhn SS IT SCHMIDT FIRE PROTECTION CO., INC. 4192 MURPHY CANYON ROAD, SAD DIEGO, CA 92123 P11: PMA122 FAX: W3583 141 APP 2ED AS SUBMITTED 077MU IRE DEPARTMENT Schmidt Fire Protection 4760 Murphy Canyon Road San Diego, CA 92123 858-279-6122 Job Name : SAFC PHARMA 6211 ECR - RACK UPGRADE Building :SAFC PHARMA6211 ECR Location : 6211 EL CAMINO REAL, CARLSBAD, CA System : FP-1 Contract : M-6289 Data File : M-6289 SAFC PHARMA 6211_RACK UPGRADE.WXF FILE CO PY Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Schmidt Fire Protection SAFC PHARMA 6211 ECR - RACK UPGRADE Page 1 Date Hydraulic Design Information Sheet Name - SAFC PHARNA 6211 ECR - RACK UPGRADE Date - 061308 Location - 6211 EL CANINO REAL, CARLSBAD, CA Building - SAFC PHARNA 6211 ECR System No. - FP-1 Contractor - SCHMIDT FIRE PROTECTION Contract No. - M-6289 Calculated By - PAUL Drawing No. - FP-1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 30 ROOF Occupancy - STORAGE RACKS - .6/2000 S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other .6/2000 T Specific Ruling E Made By Date M Area of Sprinkler Operation - 2000 System Type Sprinkler/Nozzle Density - .6 (X) Wet Make VIKING D Area Per Sprinkler - 100 ( ) Dry Model ELO E Elevation at Highest Outlet - 27.583 ( ) Deluge Size 3/4 S Hose Allowance - Inside - 100 ( ) Preaction K-Factor 11.2 I Rack Sprinkler Allowance - ( ) Other Temp.Rat. ' G Hose Allowance - Outside - 400 N Note 10% REDUCTION IN WATER SUPPLY FOR CALC WXD,M: (2So_eciu t—A"jovo Pc' Calculation Flow Required - 1357.69 Press Required - 64.480 AT BOR Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: A Date of Test - 050108 T Time of Test - 8:20 AM E Static Press - 113 Residual Press - 106 Flow - 1470 S Elevation - -4 U P Location - 6211 EL CANINO REAL, CARLSBAD, CA P L Source of Information - SCHMIDT FIRE PROTECTION, AS WITNESSED Y BY CITY OF CARLSBAD PUBLIC WORKS DEPARTMENT Pump Data: Rated Cap.- @ Press - Elev. - Tank or Reservoir: Cap. - Elev.- Well Proof Flow C Commodity HIGH HAZ. GRP A PLASTICS Class GRP A Location WAREHOUSE O Storage Ht. 16' Area 2,901 Aisle W. 11ICFC-8 PROP. M Storage Method: Solid Piled % Palletized % Rack M (X) Single Row (X) Conven. Pallet ( ) Auto. Storage (X) Encap. S R (X) Double Row ( ) Slave Pallet ( ) Solid Shelf (X) Non T A ( ) Mult. Row (X) Open Shelf O C R K Flue Spacing SINGLE - TRANSV. 3" Clearance:Storage to Ceiling 101 -6" A Longitudinal DOUBLE - TRANSV. 6' Transverse OR 3" W/ 6" LONGITUDINAL G E Horizontal Barriers Provided: NONE ac€: ce 6W c. o Computer. Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 vvLeu ouppiy V-,U[VtlL) Schmidt Fire Protection Page 2 SAFC PHARMA 6211 ECR - RACK UPGRADE Date City Water Supply: Demand: Cl - Static Pressure : 113 Dl - Elevation : 13.679 C2 - Residual Pressure: 106 D2 - System Flow : 1257.69 C2 - Residual Flow : 1470 D2 - SrAdj stem Pressure : 90.727 Hose City) Hose Demand) : 500 D3 - System Demand :1757.69 Safety Margin : 12.530 150 140 130 -- pl2O_f R 110 62 10 Perceni Under E100-- - - s 8° D3 u 70 R6° 50 - 40 30 - 20 7' 10--D4- 200 400 600.00 1000 1200 1400 1600 1800 FLOW(NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Schmidt Fire Protection Page 3 SAFC PHARMA 6211 ECR - RACK UPGRADE Date Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E. 90' Standard Elbow 1 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 .1 1 1 2 2 3 4 5 6 7 8 10 11 13 H 45 Eli Grvd-Vic #11 0 0 1 1.5 2 2 3 3 3.5 3.5 4.5 5 6.5 8.5 10 18 20 23 25 30 90 Ell Grvd-Vic #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 J 90Tee-Branch Gry Vic#20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zwd Watts 709DCDA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD Schmidt Fire Protection Page 4 SAFC PHARMA 6211 ECR - RACK UPGRADE Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 26.917 11.2 29.68 na 61.02 0.6 100 7.0 2 26.917 11.2 29.78 na 61.12 0.6 100 7.0 3 26.917 11.2 30.15 na 61.5 0.6 100 7.0 4 26.917 11.2 30.94 na 62.29 0.6 100 7.0 5 26.917 11.2 32.28 na 63.63 0.6 100 7.0 6 26.917 11.2 33.92 na 65.23 0.6 100 7.0 7 26.917 11.2 38.8 na 69.76 0.6 100 7.0 8 27.25 11.2 29.63 na 60.96 0.6 100 7.0 9 27.25 11.2 29.73 na 61.07 0.6 100 7.0 10 27.25 11.2 30.1 na 61.45 0.6 100 7.0 ii 27.25 11.2 30.88 na 62.24 0.6 100 7.0 12 27.25 11.2 32.22 na 63.58 0.6 100 7.0 13 27.25 11.2 33.86 na 65.17 0.6 100 7.0 14 27.25 11.2 38.73 na 69.7 0.6 100 7.0 15 27.583 11.2 28.7 na 60.0 0.6 100 7.0 16 27.583 11.2 28.8 na 60.1 0.6 100 7.0 17 27.583 11.2 29.15 na 60.47 0.6 100 7.0 18 27.583 11.2 29.91 na 61.26 0.6 100 7.0 19 27.583 11.2 31.22 na 62.58 0.6 100 7.0 20 27.583 11.2 33.21 na 64.55 0.6 100: 7.0 Ri 26.917 39.13 na R2 27.25 39.06 na Mi 25.5 47.06 na M2 25.833 46.98 na M3 26.167 47.06 na TOR 25.333 51.91 na BOA 0.5 64.48 na 100.0 UGi -4.0 67.7 na UG2 -4.0 72.81 na UG3 -4.0 87.59 na SAC -4.0 90.73 na 400.0 The maximum velocity is 24.86 and it occurs in the pipe between nodes Ri and Ml Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Schmidt Fire Protection Page 5 SAFC PHARMA 6211 ECR - RACK UPGRADE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 1 61.02 2.703 0.0 10.000 29.683 KFactor= 11.20 to 120 0.0 0.0 0.0 2 61.02 0.0102 0.0 10.000 0.102 Vel = 3.41 2 61.12 2.703 0.0 10.000 29.785 K Factor = 11.20 to 120 0.0 0.0 0.0 3 122.14 0.0368 0.0 10.000 0.368 Vel = 6.83 3 61.51 2.703 0.0 10.000 30.153 K Factor= 11.20 to 120 0.0 0.0 0.0 4 183.65 0.0783 0.0 10.000 0.783 Vel = 10.27 4 62.29 2.703 0.0 10.000 30.936 K Factor = 11.20 to 120 0.0 0.0 0.0 5 245.94 0.1345 0.0 10.000 1.345 Vel = 13.75 5 63.64 2.703 0.0 7.958 32.281 K Factor = 11.20 to 120 0.0 0.0 0.0 6 309.58 0.2058 0.0 7.958 1.638 Vel = 17.31 6 65.22 2.703 1J 16.786 1.000 33.919 K Factor =11.20 to 120 0.0 16.786 0.0 Ri 374.8 0.2932 0.0 17.786 5.214 Vel = 20.96 0.0 374.80 39.133 K Factor = 59.91 7 69.76 2.703 1J 16.786 9.042 38.796 K Factor = 11.20 to 120 0.0 16.786 0.0 Ri 69.76 0.0130 0.0 25.828 0.337 Vel = 3.90 0.0 69.76 39.133 KFactor= 11.15 8 60.96 2.703 0.0 10.000 29.629 K Factor = 11.20 to 120 0.0 1 0.0 0.0 9 60.96 0.0102 0.0 10.000 0.102 Vel = 3.41 9 61.07 2.703 0.0 10.000 29.731 K Factor = 11.20 to 120 0.0 0.0 0.0 10 122.03 0.0368 0.0 10.000 0.368 Vel = 6.82 10 61.45 2.703 0.0 10.000 30.099 K Factor = 11.20 to. _120 0.0 11 183.48 0.0782 0.0 10.000 0.782 Vel = 10.26 11 62.24 2.703 0.0 10.000 30.881 K Factor = 11.20 to 120 0.0 0.0 0.0 12 245.72 0.1342 0.0 10.000 1.342 Vel = 13.74 12 63.58 2.703 0.0 7.958 32.223 K Factor = 11.20 to 120 0.0 0.0 0.0 13 309.3 0.2055 0.0 7.958 1.635 Vel = 17.29 13 65.16 2.703 1J 16.786 1.000 33.858 K Factor = 11.20 to 120 0.0 16.786 0.0 R2 374.46 0.2927 0.0 17.786 5.206 Vel = 20.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection Page 6 SAFC PHARMA 6211 ECR - RACK UPGRADE Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 374.46 39.064 K Factor = 59.91 14 69.70 2.703 1J 16.786 9.042 38.726 K Factor = 11.20 to 120 0.0 16.786 0.0 R2 69.7 0.0131 0.0 25.828 0.338 Vel = 3.90 0.0 69.70 39.064 KFactor= 11.15 15 60.00 2.703 0.0 10.000 28.699 K Factor = 11.20 to 120 0.0 0.0 0.0 16 60.0 0.0099 0.0 10.000 0.099 Vel = 3.35 16 60.10 2.703 0.0 10.000 28.798 K Factor = 11.20 to 120 0.0 0.0 0.0 17 120.1 0.0357 0.0 10.000 0.357 Vel = 6.71 17 60.48 2.703 0.0 10.000 29.155 K Factor= 11.20 to 120 0.0 0.0 0.0 18 180.58 0.0759 0.0 10.000 0.759 Vel = 10.10 18 61.26 2.703 0.0 10.000 29.914 K Factor = 11.20 to 120 0.0 0.0 0.0 19 241.84 0.1304 0.0 10.000 1.304 VeI= 13.52 19 62.57 2703 0.0 10.000 31.218 K Factor 11.20 to 120 0.0 0.0 0.0 20 304.41 0.1995 0.0 10.000 1.995 Vel = 17.02 20 64.55 2.703 11 9.325 20.375 33.213 K Factor = 11.20 to 120 1J 16.786 26.111 0.613 M3 368.96 0.2848 0.0 46.486 13.237 Vel = 20.63 0.0 368.96 47.063 K Factor = 53.78 Ri 444.56 2.703 1J 16.786 1.417 39.133 to 120 0.0 16.786 0.614 Ml 444.56 0.4020 0.0 18.203 7.318 Vel = 24.86 0.0 444.56 47.065 K Factor = 64.80 R2 444.16 2.703 1J 16.786 1.417 39.064 to 120 0.0 16.786 0.614 M2 444.16 0.4013 0.0 18.203 7.305 Vel = 24.83 0.0 444.16 46.983 K Factor = 64.80 Ml 444.56 6.357 0.0 10.000 47.065 to 120 0.0 0.0 -0.144 M2 444.56 0.0062 0.0 10.000 0.062 Vel = 4.49 M2 444.17 6.357 0.0 10.000 46.983 to 120 0.0 0.0 -0.145 M3 888.73 0.0225 0.0 10.000 0.225 Vel = 8.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Schmidt Fire Protection Page 7 SAFC PHARMA 6211 ECR - RACK UPGRADE Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn M3 368.96 6.357 21 25.147 79.854 47.063 to 120 0.0 25.147 0.361 TOR 1257.69 0.0428 0.0 105.001 4.490 Vel = 12.71 TOR 0.0 6.357 1Z 17.603 24.750 51.914 to 120 0.0 17.603 10.755 BOR 1257.69. 0.0428 OO 42.353 1.811 Vel = 12.71 BOR 100.00 6.28 1E 22.063 10.250 64.480 Qa = 100 to 140 0.0 22.063 1.949 UG1 1357.69 0.0393 0.0 32.313 1.270 Vel = 14.06 UG1 0.0 6.09 2H 15.416 96.271 67.699. to 150 11 15.416 30.834 . 0.0 UG2 1357.69 0.0402 0.0 127.105 5.107 Vel = 14.95 UG2 0.0 6.28 31 35.547 20.667 72.806 to 120 lZwd 0.0 35.547 11.847 * Fixed loss = 11.847 UG3 1357.69 0.0523 0.0 56.214 2.938 Vel = 14.06 .UG3 0.0. 6.09 1G 4.625 34.885 87.591 to 150 1J 38.541 43.166 0.0 . SRC 1357.69 0.0402 0.0 78.051 3.136 Vel = 14.95 400.00 Oa = 400.00 1757.69 90.727 K Factor = 184.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 TOPIC CODE SECTION CRITERIA/REQUIREMENTS Construction Type Existing Square Footage B, F-i and Offices: (Not a part.) S-i Warehouse: 2,901 Occupancy CBC Sections Mixed Use Groups B (Offices), F-i (Manufacturing), and 302 -312 s-i (Warehouse). No occupancy separation required between B/ F-i and/or S-i. Storage Commodity CFC 2302.1 & High-Hazard Group A Plastics Cartoned and Uncartoned 2304.2 Automatic Sprinkler CFC 2307.1 Single & Double Row Racks Protection NFPA 13 (2002 Edition) Shelving: Open! Grated Sections 3.10.8.5, Storage Height: 16 ft. 3.10.8.1, 8.2.1(4) Ceiling Height: 26 ft. 6-in. Aisle Width: 11 ft. Opt. #1 Option #1: Table 12.3.3.2.1(b) K-17 Specific application control mode sprinkler heads with 15 heads calculated at 22 psi. Opt. #2 Option #2: Table Large Drop K-il heads with a minimum of 30 heads 12.3.3.2.1(a). calculated @50 psi Option #3: ( !123D.3.5.1.2 .6/2000 with K- 11.2, K 14 or K-17 heads with a minimum temperature of ordinary and listed for storage occupancies. Hose Demand: 500 gpm combined (all options). Offices: Light hazard Occupancy: 0.1/1500 Hose _Demand: _100_gpm_(combined) Smoke and Heat CFC 910.3, & Two (2) Vents are required. A vent ratio of 1:50 is Vents Table 910.3 required for storage height to 20 ft. Flue Spaces CFC Table Single row: Transverse - 3-inches 2308.3 1 Double row: 6-inch transverse flues OR 3-inch transverse with 6-inch longitudinal flues required. Curtain Boards CFC 910 Not required per building code. Building Access & CFC 503 & Access roads within 150' all exterior walls of the Doors CFC 2306.6 building. Fire department vehicular access and doors are existing and are located on all four sides of the building. TOPIC CODE CRITERIA/REQUIREMENTS CON'T SECTION Alarm/Monitoring CFC 903.4 All valves controlling the water supply for automatic sprinkler systems and water-flow switches on all sprinkler systems shall be electrically monitored. Aisle Width CFC 2306.9.1.1 Minimum required aisle width is 44". Minimum proposed aisles are 8 ft. Fire Extinguishers CFC 906.1 & Storage areas: 2A20BC @ Travel Distance 75' for a 906.3(1) maximum protected area of 3,000 sq. ft. per extinguisher. Allowable Area CBC Table 503 Shell building previously approved. No proposed changes & Section or additions to existing building. 504.2 & 507.2 Klausbruckner and Associates 4105 Sorrento Valley Blvd. San Diego, CA 92121 858-677-9878 Extension 2 A3ogoo9 SCHMIDT FIRE PROTECTION CO., INC. 4760 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 PH: (850)279.6122 FAX: (858)279.3583 "I FIRE SPRINKLER SUBMITTAL PACKAGE FOR SAFC PHARMA 6211 ECR RACK STORAGE UPGRADE 6211 ELCAMINO REAL CARLSBAD, CALIFORNIA TABLE OF CONTENTS: I. SPRINKLER HEADS PIPING AND FITTINGS HANGER AND BRACING MATERIAL BACKFLOW PREVENTER (REFERENCE ONLY) LII CeAZRLBV —EPA—RT April 4, 2008 Sprinkler 13e STANDARD RESPONSE ELO UPRIGHT AND F1G PENDENT SPRINKLERS NIKJ (STORAGE-DENSITY/AREA) The Viking Corporation, 210 N Industrial Park Road, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcsvikingcorp.com 1. DESCRIPTION The Viking Standard Response ELO Upright and Pendent Sprinklers are ther- mosensitive glass bulb spray sprinklers available in several different finishes and temperature ratings to meet design requirements. The special Polyester and Teflon® coatings can be used in decorative applications where colors are desired. In ad- dition, these coatings have been investigated for installation in corrosive atmos- pheres and are. cULus listed as corrosion resistant as indicated in the Approval Chart. (Note: FM Global has no approval classification for Teflon® and Polyester coat- ings as corrosion resistant.) If I The extra-large orifice provides greater flows at lower pressures than standard orifice or large orifice sprinklers. This feature allows reduced pipe sizing for hydraulically Upright Pendent calculated sprinkler systems, which require high densities of water. Viking Standard Response Extra-Large Orifice Sprinklers may eliminate the need for a fire pump or reduce the size of the pump if it is required. On existing systems, replacing large orifice sprinklers with extra-large orifice sprinklers may provide the higher densities required to allow an increase in the hazard classification of an occupancy. Viking standard response sprinklers may be ordered and/or used as open sprinklers (glass bulb and pip cap assembly removed) on deluge systems. Refer to Ordering Instructions on page 13f. LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Class 2009 NYC Approved: MEA 89-92-E, Volume 3 NOTE: Upright Sprinkler VK530 and Pendent Sprinkler VK536 are Listed and Approved as Specific Application Sprinklers as indicated in Design Criteria on page 13h. Refer the Approval Chart on page 13g and Design Criteria on page 13h for cULus and FM approval requirements that must be followed. TECHNICAL DATA Specifications: Available since 1992. Viking Technical Data may be found on Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to The Viking Corporation's Web site at 500 psi (34.5 bar). Thread size: 3/4"NPT or 20 mm BSP http:llwww.vikinggroupinc.com. Nominal KFactôr:Z1t2LJ;S (161.3 metric*) The Web site may include a more recent *Metric K-factor measurement shown is when pressure is measured in Bar. When pressure edition of this Technical Data Page. is measured in kPa, divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to -65 "F (-55 °C) Overall Length: 2-5/16".(58.7 mm) Material Standards: Sprinkler Frame: Brass UNS-C84400 Deflector: Brass UNS-C26000 Bulb: Glass, nominal 5 mm diameter Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 Compression Screw: Brass UNS-C36000 Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape For Teflon® Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-Teflon® Coated For Polyester Coated Sorinklers: Belleville Spring-Exposed Ordering Information: (Also refer to the current Viking price list.) Order Standard Response Extra-Large Orifice Upright and Pendent Sprinklers by first adding the appropriate suffix for the sprin- kler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Form No. F_010692 Replaces page 13e-i dated January 4, 2008. (Added NYC/MEAApproval for Sprinkler VK536. Also clarified this is a storage-density/area sprinkler.) Sprinkler 13f April 4, 2008 STANDARD RESPONSE KJW*iELO UPRIGHT AND PEN DENT SPRINKLERS (STORAGE-DENSITY/AREA) The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com Finish Suffix: Brass = A, Chrome-Enloy® = F, White Polyester = M-/W, Black Polyester = M-/B, Black Teflon® = N, Wax Coated = C Temperature Suffix (°F/°C):• 155°/68° = B, 175°I79° = D, 200°/93° = E, 286°/141° = G, OPEN = Z (Teflon® only). For example, sprinkler VK530 with a Brass finish and a 155 °F/68 °C temperature rating = Part No. 09679AB Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: Standard Wrench: Part No. 05118CW/B (available since 1981). Wrench for recessed pendent and/or coated sprinklers: Part No. 11663W/B** (available since 2001) **A 1/2 ratchet is required (not available from Viking). Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 197 1) INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, when the temperature around the sprinkler reaches its operating temperature, the heat-sensitive liquid in the glass bulb expands, causing the bulb to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7 AVAILABILITY Viking Standard Response Extra-Large Orifice Upright and Pendent Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Protective Ill/LI U Wrench 0 Shield Flat RDCVE AFTER WALLATION Figure 1: Upright Sprinkler VK530 and Wrench 05118CW/B April 4, 2008 Sprinker 13g STANDARD RESPONSE I ELO UPRIGHT AND I PENDENT SPRINKLERS "44,J II(IIs1Gi I (STORAGE-DENSITY/AREA) I The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com Sprinkler Nominal j .. Maximum Ambie Bul C C eti Tcmriturp Rating'; Ceihn Tempritu 155 °F (68 °C) 100 °F (38 °C) Red Ordinary Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65°C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome-Enloy®, White Polyester, Black Polyester, and Black Teflon® Corrosion-Resistant Coatings3: White Polyester, Black Polyester, and Black Teflon® in all temperature ratings. Wax-Coated Brass for sprinklers with the following temperature ratings: 155 °F (68 C) Lt. Brown Wax 175 °F (79 °C) Brown Wax 200'F (93'C) Brown Wax 286'F (141 °C) Dk. Brown Wax4 Footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated on page 13g. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the coat- ings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and Teflon® coatings. For Teflon® coated open sprinklers only, the waterway is coated. Wax melting point is 170 °F (76 °C) for 286 °F (141 °C) temperature rated sprinklers. Standard, Response Extra-Large, OnfiLe Upright nd Prident cprIri1ILrs Vy r Maximum 12 Bjr) WW Base Part SIN Sprinkler. Thread Size Nominal Overall Length Listings and ApprovaIS3 (Refer also to Design Criteria onpg 13h.) NPT BSP U.S. metric' Inches mm cULus4 FM NYC5 09679 VK530 Upright 3/4" -- 11.2 161.3 2-5/16 58.7 A4, B2, C3 BI - 14819 VK530 Upright -- 20 mm 11.2 161.3 2-5/16 58.7 A4, B2, C3 Bi -- 07961 VK536 Pendent 3/4" -- 11.2 161.3 2-5/16 58.7 B2X, C2Y, C3X -- B2X, C2Y, C3X 14820 VK536 Pendent -- 20 mm 1 11.2 1 161.3 2-5/16 58.7 B2X, C2Y, C3X -- -- Approved Finishes Escutcheons Approved Temperature Ratings 1 - Brass and Chrome-Enloy® X - Standard surface-mounted escutcheons or the A- 286 F (141 C) 2 - Brass, Chrome-Enloy®, White Polyesters, Black Microfast® Model F-i Adjustable Escutcheon B - 155 F (68 C), 175 F (79 C), 200 F Polyesters, and Black Teflon®" V - Standard surface-mounted escutcheons or the (93 C), and 286 F (141 C) 3 - Wax-Coated Brass (corrosion resistant) Microfast® Model F-i Adjustable Escutcheon, C - 155 F (68 C), 175 F (79 C), and 4- Brass with 200 F (93 C) Wax Coating (corrosion or recessed with the MicromatiC® Model E-i or 200 F (93 C) resistant); Maximum ambient ceiling temperature E-2 Recessed Escutcheon = 150 °F (65 °C). Footnotes Base part number shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3This table shows the listings and approvals available at the time of printing. Other approvals may be in process. 4Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. 5Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 3. 5cULus Listed as corrosion-resistant. Sprinkler 13h April 4, 2008 STANDARD RESPONSE ELO UPRIGHT AND PENDENT SPRINKLERS (STORAGE-DENSITY/AREA) The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs©vikingcorp.com DESIGN L _ : CRITERIA l nnpig cULus Listing _Requirements: Standard Response Extra-Large Orifice Upright Sprinkler VK530 and Pendent Sprinkler VK536 are cULus Listed for installation in ac- cordance with the latest edition of NFPA 13 for standard upright and pendent spray sprinklers: Designed for use in hazard occupancies up to and including Extra-Hazard Group Il with a minimum operating pressure of 7 psi (0.5 bar). Sprinklers VK530 and VK536 are also cULus Listed for use in High-Piled Storage Occupancies as defined in NFPA 13 with a minimum operating pressure of 7 psi (0.5 bar). The sprinkler installation and obstruction rules contained in NFPA 13 for standard spray upright and pendent sprinklers must be followed. FM Approval Requirements: Standard Response Extra-Large Orifice UprightSprinklerVK530 is FM Approved as a control mode density/area (CMDA) sprinkler for use in Ordinary and Extra-Hazard Occupancies, as we1 as High-Piled Storage Occupancies with a minimum operating pressure of 10 PSI (0.7 bar). Refer to the latest applicable FM Loss Prevention Data Sheets (including 2-8N and 8-9) and Technical Advisory Bulletins. FM Global Loss Prevention Data Sheets and Technical Advisory Bulletins contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. Also: When acceptable to the Authority Having Jurisdiction, Viking Standard Response Extra-Large Orifice Sprinklers VK530 and VK536 may be used as a specific-application head with a density of .6/2000 ft.2 for wet systems or .6/2600 ft.2 for dry systems to protect single-, double-, multiple-row, and portable rack storage of Class l-IV, Group A and B Plastics, cartoned, expanded or unexpanded, as well as exposed unexpanded when the following conditions are met: A maximum storage height of 20 ft. (6.1 m). A maximum ceiling height of 25 ft. (7.6 m). A 36-inch (914 mm) minimum clearance from the deflector to the top of storage. Otherwise, design to the appropriate density/area requirements. IMPORTANT: Always refer to Bulletin Form No. F 091699 - Care and Handling of Sprinklers. Also refer to pages SRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Sprinkler Wrench I / 11663W/B*, must be I used for installing I recessed Sprinkler VK536 Step 1: Carefully slide the wrench sideways around the deflector ' and protective shield. I swA 1/2' ratchet is required --------i Step 2' Carefully press the (Note the orientation of (not available from Viking). wrench upward arid turn slightly the shield in the wrench.) ¶ ¶ to ensure engagement with I the sprinkler wrench flats. Figure 2: Wrench 11663W/13 for Coated and/or Recessed Pendent ELO Sprinklers 3/4" (20 mm) NPT April 4, 2008 Sprinker 13i The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com 2— (5 \— 3/4" (20 mm) Upright Sprinkler 09679 (vK530) 2-5'/16- 1-5/8" OI 1 j(58.7 mm) (41mm) (32 mm) Pendent Sprinkler 07961 (vK536) 1-3/4" (44.5 mm) Installed with a 1/8" (3.1 mm) standard surface—mounted escutcheon Figure 3: Sprinkler Dimensions Ceiling Opening Size: 2-5/16" (58.7 mm) minimum 2-1/8" 2-1/2" (63.5 mm) maximum (54 mm) 2-1/8" (54 mm) . 2-1/8" (54 mm) W €im) Maximum (44.5 mm) Minimum 41='€nH Installed with a Microfast Model F—i Adjustable Escutcheon Installed with a Micromatic Installed with a Model E-2 Model E-1 Recessed Escutcheon Thread—on Recessed Escutcheon Figure 4: Pendent Sprinkler VK536 Dimensions with the Model F-I, Model E-I and E-2 Recessed Escutcheons THIS PAGE , INTENTIONALLY LEFT BLANK Form No. F0106.92 Replaces page 13e-i dated January 4, 2008. (Added NYC/MEAApproval for Sprinkler VK536. Also clarified this is a storage-density/area sprinkler.) r0<- yio ku-cr Wheatland's ror W.Sch e dule* lO &.Sch e dule.401 Sprinkler Pipe : S. Here is high quality sprinkler pipe offering you the full. range of assurances you require. Both our Schedule JO and our Schedule 40 Sprinkler Pipe 'have passed some of the lou2hesl lab tests ever created for sprinkler pipe. '. Made in America by Wheatland Tube Company means made to the highest standards for consistent quality.. Wheatlands .Schedu]e JO and Schedule 40 Sprinkler Pipe is made from the hi-hest quality steel in one of the na1ions most modem and most complete pipe manufacruring plants. Our proprietary mill coating offers you a clean, corrosion and heat resistant surface that outlasts and outperforms standard lacquer coatings. Plus. this coating can be quickly and easily painted without special preparation. Or it may be hot dip galvanized to meet flvl requirements for dry systems in accor- dance with the ZJflC coaling specifications of ASTM A795 or A53. L I f mm. f in. J mm. J in. mm. Approvals UL Listed . FM Approved ASTMAl35. Grade A ASTM A795-E Sped flcaiions; illustrated materials and descriptions are accurate as known at time of publication and are subject to han2e without notice. PCS/LI11 lbs. kgJm 1 1/4" 1 1.660 I .42.2 I 1.442 I 36.6 I .109 I 2.77 1 1.81 1 2.69 61 11/2" 1 1.900 48.3 1'.682 142.7 I .1.09 12.77 ! 2.09 '3.11 1 61 2" I 2.375 60.3 I 2.157 54. .109 2.77 I 2.64 _3.93. _-37 21/2"2.875 _73.0 I_2.635 _66.91.120 . _3.05 . 3.53 _5Th .19 3".. _13.500 I 88.9376OJ82.8I.120 _3.05 I 4.33 _6.45 _19 4" __4.500 I 114.3 _4.260 _108.2 1 .120 I_3.05 5.61 _8.36 _19 6"' 71 6.625 1168.3 6.357 1 __161.5 1 .134 i 3.40 9.29 13.84 10 37-1 1.315 I 33.4 11.049 26.6 1 .133 ' .140 3.38 1.68 : 2.50 61 - 1 1/4" I 1.660 1 42.2 1 1.380 35.1 I 3.56 2.27 3.39 37 - 11/7" 1.900 I 48.3. 11.610 40.9 .145 I 3.68 1 7.77 4.05 . 37 12.375160.3. 12.067152.5 1.154 13.91 3.65 5.44 19 Th 6'Scneoule 10 is sOid ufloet license Uom another comEStiC produce' % Call today by mote information, or for the name of your neatest distributor 800-257-8182. T/ Wheattand TUBE COMPANY Wheatland's. Me ga -Threa,d* The High Quality Alternative to Schedule 40 Sprinkler Pipe Schedule 40 strength and dependability. Belier hydraulics and value. Engineered to prpvide greater value and -reduced costs in ihreadable applications. . Features and Benefits Specifications and Approvals Wheailand's• Mega-Thread . The proprietary mill coaring on Wheatland's Mega-fliie.ad is offers an inside diameter which Wheatland's Mega-Thread quality manufactured to meet or is 36% larger than Schedule extends shelf-life -;nd eases exceed the following standards: 40. This results in improved paint application. ASTM AB . 5, Grade A hydraulics, and opens the door a Offering increased strength . ASTM A795. for down-sizing when used in and light weight, Wheatland's NFPA-13 conjunction with Wheatland's Mega Thread helps reduce UL Listed for vct, dry and Mega-flow SprinkJer Pipe. installation fatigue. pre-action sprinlc.ier systems Safer to weld than many zinc- Approved for standard hanger IN FM Approved for use in coated lighrwali threadabie spacing, Wheatland's sr Mega- wet systems produu. Wheatiand's Mega-Thread Thread-c n-bc-td-as-earth- quake sway bracing and is safe Hot-dip galvanized Mega- threads smoothly and easily, and requires no thread warning. 00 to use as drops. More widely accepted than Thread meets FM requii-ements for dry systems. Rated 300 psi working pressure lighiwali threadabie where Schedule 40 is specified. Appioved for all threaded couplings and welded outlets and is suitable For all roll- roovcd. and plain-end linings Specifications. illustrated materials and descriptions arc accurate as known at time of publication and art subject to change without notice. Me5a-Thie-ad ch. 40 Me9a-Th,tad Sic-h.- 40 L.W.T. Pipe WL/Ft. PCS/tit - V. 1.087 1 1.049 1 1.02 1.00 .27 1.462 61 1 1/4" 1.416 1.380 1.03 LOU .17 1.989 37 11/2 1.650 ] 1.610 1.02 1.00 I .18 2.370 . 37 2.117 / 7.06? 1.02 1 1.00 j .21 3.094 , 19 'Clcuiueb using Sincrct UL GRR tOrmul. UL Fir€ F,ociion Diieciory. Caieory VIZY Call loday for more inlorrnaiior. or for Ihe name of your nea,esl dislribulor 800-257-8182. :r; WheatlandTUBE 'S. !m-Fio gth Lightwall Sprinkler. Pipe ., ui/cs. Lower job costs. w.Jieatians Meg-rJuW High Strength Sprinkler Pipe features an inside diameter that's up to fl% larger than Schedule 40 pipe and as much as 7% larger than Schedule JO. With the improved hydraulics of Wheatland's Mega-Flow, you can actually down-size the entire sprinlder system, substantially lowering you-Job costs without compromising quality or safety. . The chart below compares the LD.s of Mega-Flow versus Schedule J 0 and Scheduje 40 sprinkler pipe: -. Mea-flow Sci. 10 ch.40 j Mca-nso -' I 1/4 • 1.660 1.900 2375 2.875 1.530 1.740 .• 2.215 2.707 1.442 1.682 2.157 2.635 1.380 1;610 2.067 2.469. 1.80 2.64 2.14 1.43 . 1.00 1.108 61 1.00 1.556 61 1.00 1.961 37 1.00 2.504 19 . 4.500 1 4.316 I 4.260 I 4.026 j .82 J 1.00 I 4.331 I ii I1P Standard UL CRJR lo,mula UL Fire Protection IDireciory. Category VIZY Speff.atons and Approvals WheatJand' Mega-flow High Si.rngth Light-wall Sprinkler Pipe meets or exceeds the following: ASTMAJ35. Grade A ASTM A795 Type E, Grade A NFPA-13 NFPA-14 IJL Listed for use with roll grooved, plain- ended couplings, and welded joints for wet, dry preaction and deluge systems FM Approved for roll grooved, plain-ended, and welded joints for wet systems Please refer ic appropriate documentation for up-to-dale Jistin' and approval information. Sf4-nions illutraued materials and descriptions are accurate as known at time of publication and are subject ID change wjlhoL,I nOl)CC. Features and Benefits ' Lighiwall means lighter weight to save Wheailand's Jvle2a_flow is easier to fabricate. Therefore, labor and installation costs are substantially lower :ProvidëS the strengTh to comply with standard h&spacingof TS: I L O.C. NFPA Readily.avai]able in standard lengths; or it may be ordered in custom lengths . Roll groove available from mill inventory to reduce your fabrication costs Durable, high qualify mill coaling provides a superior "primer' surface for custom paint applications. Call today for more information, Of br the name of your neatest di5lribulor 800-257-8182. Ei Wheatland TLIBE COMPANY CtI,r.vu,(v-i.- IflStf 7,1 •)(j, 2-5 fa'. 609) 5.1-Obit, www.wheatiarad.om P.I., Wil -.. - - I 0 S gi ' Alt ON . F a £ p I •. I -. . -. Z4 • : t. \ktalJuricaI propenies provide e.ceflent fabrication characteristics for end prep t'inihes. welding and roll ploovinp. No $ al procrs or equipment are needed iabrication and ntallaiion. (r) allied uEI 1 CCNOLIJ Dyna.flow pipe hydraulics are ecepiional. Larcr J.D. enable Super Flo/Dyfla- Flow. related components. to be down- within the system, thus increasing the potential for job cost savings. For complete. Ha2en..Villiams charts, refer to "Super Flo/Dyna.Flow Hydraulic Data Tables." Super Flo/Dvna.Flow products are coated with an environmentally approved and specially formulated modified-act-Ac or water-based coaiin. This durable coaiin Super flo/Dyna-Flow is UL /'ULC i paintable. The black coating acts Listed for use with roll grooved. an e.tcdlent primer and is resistant plain-end couplings. and welded weathering, and 1•.V de9radatiofl from joints for wet, dr. preaction and 'indor ssorace. deluge systems. ii is FM Approved for roll Vooved. plain-end, and welded joints for wet systems. Refer in appropriate documentation for up-to-date listing and approval information. Super flo/Dyna-flo' is now available "hot.dip"lvant2ed and has been specifically approved by P4 for dry systems uses. With an inside diameter of up to 11% Iar2er than Schedulc-40 and up to 7'k Super flo/D'na.Flowpipe is the onr,ar hih-trength lihtwIl sprinkler pipe. Super flo/Dyna-Flow has outstanding. hydraulic capabilities and is recognized as the most popular alternative to Schedule- 10 pipe. Lichtwcioht. easy to cut and eaSy to handle for installation. Super FIo/Dvna-flow is a valuable addition tO a ny fire protection system. Mirn &EäbñcatiC 6100 S. i1r,,oc a:so No,corn A C. 2EE N. 7'lth AVE. Cutom, Service: IL 6042€ r.Iic.lpr.,A..PA 19,1 54 Proe.r,i,. AZ 55009 Fa 70E-339.3Eo€ IftladneaffantAftarmh SuperFlo/Dvna-flow pipe. is manufactured to meet AST'v1 A 795 Type E. Grade A and is in compliance with NFPA-13 and NFPA-14. All sizes of Dyna Flow/Super fib are Ut Listed. FM Approved and ULC Listed. 1 OYL Li.I.d FrodLKI Nominal Wt Wt/Tt PCs/ .• Wi/Lift WI/Lift Wt/UtI NPS I.D. i*o niied Lift no 24' 25' 2' 1.191 0530 132 93 1586 3812. 1888 .25 30.3 1.2 . 1.95 91 719 822 856' a11/4' 1.536 1.059 .1.87. 61 1356. 1550 1615 .32 39.0 1.6 2.78 62 615 .703 733 I 1/2' 1.728 1.667 2.71 61 2135 2440 2542 .40 43,9 2.5 4.03 63 968 1107 1153 A 2 - 2.203 2.204 3.79 37 1634 1868 .1946" .50 56.0 3.2 5.64 37 741 847 ' .883 2 1/2' 2.703 2.564 5.10 30 1615 1846 1923 .65 68.7 3.8 . 7.59 30 733 . 837 872 a3 3.314 3.387 7.18 19 1351 1544 3608 .60 84.2 5.0 10.69 19 613 700 729 4. 4.310 4.473 10.86 19 1784 2039 2124 90 209.5 6.7 36.26 19 809 925 963 a6' 6.403 7.724 22.70 10 2620 185 1928 .250 362.6 11.5 32.29 10 735 840 875 Clean. durable mill rooting provides longer "shelf life- and acts as an eceIlent primer for custom paint applications. Available in Factory roll 91o0ved form for quicker shop Iurna,ound. Fast cuttine and weldir,2, as wel as easy roll g100vin9 and end preparation. Available in Standard lengths for your convenience, or can be ordered in custom lengths upon approval. Provides stability needed to comply with standard hanger spacing 115 ft o.c:, per NFPA. Lightweight and easy to install. resulting in more efficient use of your freilit and labor dollars. Addtiona1 Be Super FIo.V'Dynaw FIow igh, Strength Steel Pipe me otiginal high51Ieflg1h iight wall Eplinklef pipe with hydlavilcE superior to Schedule-10. Ia- c,o j I I .15 .25 .40 -.17 .25 .143. .s0. .51 I .32 .95 1.44 • 2.45 jl(. 1.35 2.00 2 V, 3.13 3.21. 4.94 . 5.23 7.21 7.40 3S4 j .E7 10.10 12.57 I, 3/ *1 '14 ii / X. 2 • 3 2k. pip.E1tthq9 TcaSt ir c fl S CT C WC d.j 125 1b. __ Griniell s la1rdc3c5 CDd E200 iec-vy c1 iron socec ccto. WW-P.501c. AendxzDent I (except p fi ltinoZ ale rncliiC cflhl ed in ocr ord oIce with Amer. buin,s. WW-P-47 Ia). CCM 5icndards: dim enLmicliz. ASA B16.4 (ecepi Gnmefl zlcmdcTd and ex ti be-crvy fi1ti13g piucs =dbuhic.ASAB16.J4):th!eod!.ASA B2.1: 4 to 8-inch.we induded in thi njcieraj. ASTN-A126. C)c. .: tot cjppe ocJvam2- 1recec Fire Pxoiecton Equipme.nt and M ASTM-A15; diefl5Jofls cJo c Tedezd peciii. iuec bY the U16erwri1ex3 Laboiciories. Ii L sitic7c.vb.13 elbcws A [ L332. 333. 354 I 90 elbow ,gj-oighi: fig. 351 right and left - -13g. 353 pitched: 139. 354 fl9e a,d screw hg. 373' 4 31.45 2.22 £ 31.33 3.3.33 S '• £4.55 £7.14 r©. ribs cc3i on bond -B" c.cct,s lb. 19JI bcrz1c th,.cd. LI3 4LtCL cC lcic,y jLcve two ccii bci., tcrp.c Ici 33XId at lap bolts. Actc, ic z&2ws !-,.izc6 Uicwa cc.L cx.rv. lcçr-c to p*.c.b lcc)a in 1 lees: coal with 1.si CE boo7. I sbt(c,p,os).oc.1b I blcc.b .16 .17 k. . .23 .25 .37 . .39 -1 .55 .35 - .93 At 1.33 1.79 353 • 2.99 2.95 4.29 4.35 I (.65 5.72 10.64 33 11.95 171 25.03 - '.1 .• I ••• 10 . 27 - I '•- _ A: c,:t.z ic .cc ci pp. 5: c.c,.: ic icc, of 31 5 45' cibew. fig. 335 S3CDCC and SCYVW fig. 372 e I, \\ 4 0' !.:_____ icc cm :,t, crci.t :c 1cre c rc 42 pipe Thtinqi cost iron screwed 125 113, $1afldod pre3 v rCüi9s.plC 0 liquid 4L gas of .5 lees / it. t. / / D E tgt4cpprc*) Jiil.L im block gol'v. straight fee .12 I : .22 .23 fig. 35$ 'I 'I' " *•Iö .35 .36 1 l3 '• :. '. .56 .58 14, '5;, I 3, •1I. 1. .84 .85 ': 1': 3.25 1.31 334 2.03 i a to 2.70 2.72 2 1J,. 21 1 21. 2!i 4.23 .4.33 - 2!. i'5;, 1'(, 1'5;.. 2's,, 2", 2'5;. 6.67 6.79 - 3 25;, i3(, 23. 3 ;3. 3! 30.00 10.1E 3 27, 25;. 7.'.4 wad ! 'i. 3'•. : 33.29 r3.82 24 23 2 315;. 3",. 3'5;, 16.33 16.9s A.I.C: c.I.7 to .id of pipe S 38,, 35;, 35;. 4 11 j 4' 1 4' 27.33 27.67 D.E.F: £ 33/, 33/, 33/. 51/. 514 514 40.85 41.40 c.rnep to icc. of Sitting S 55;. she 55;. E,, E!, E 79.00 61.25 1'-A"XUd" site .,. 3 Hg. 359 0 J. . 1 j I .5 .76 .76 .75 .78 1114 V, .75 3 34 '3 '34•. '5;. 3',. 1', 11. 64 87 3 - .. '5;. j '5;, '5;. 1!.. 114 15;. .68 .69 15;, 1.33 3.15 J 34 'J,c• '5; '5;,, 3 314 134 3.03 1.03 14 ';• 15;, 3.; 114 114 3.03 1.05 15;. 1.1. 1.33 1.16 3% 14 ' '5;• '5;• 134 3',. 35;, 1.00 3.04 15; 15; 3. 1',• . 334 .88 .93 3 15;. '5;, '5;, 3.4 134 3. 3.08 1.33 '5;. '5;. '5;. I '. Ilko .91 . .95 3 75;,314 L,1c 1 / 3% '5;. I '. I '. 3. '.. 1 1.03 . 1.73 3.75 3 1'. 1 1,, 3! 314 1 1.57 3.83 X. I H,. 15;, 31.; 347 3.45 Centel e end oIpipe LIPS 3 1/. 15;. 114 114 3.36 3.31 ,zc Jac of filling 34 '5;. 1 '5;, I 3. 3?. 3'. I I '.i 3.27 3.30 11; 3 134 11/, 114 ' 33, 1.73 1.74 1.43 S 1.27 5 1.64 3.73 3% 1.31 3.41 / ' 3. 'i'...i '. 33. 3.45 3.55 4 DCI :,cxieC --L1/16"l..2nd 300 LBS. Welded Outlet ' Fillings Mu AP I'.,' - Outlet A - E C fl T1 E Wi. Lbf 21 2.375 ii .625 .313 2.250 IS 2'/ 2.675 3 .625 .313 2.720 15 3 500 3 - .625 .313 3.3.4.4 2.0 .19 £500 625 - .375 A.334 4.0 5 6.625 11 .625 .375 . c.'ss j 6.: I S 6.625 1A .750 1 .435 s.i I u Fig. 702 Outlet-Run/pIpe outlet. un-PipJ Outlet j Run-PipeflOutteti Pun-Pipe Oullell L2 L 211. 2 13 2'.'. ___ L - Is •• 2'I.]I . H 3 3 4 __ 3 4 d ]J 5 1I .6 • -1I ISPRINKw LINE FIRE PROTECTION PRODUCTS Fig. 702 Cut Grooved M1eriai Al 06 steel pipe, schedule 40. Cut grooves To industry s1Bndids. Fig. 701 Female Threaded All SPRINK-LETS ate for use with s1nd,d or well pipe. All sizes o to assure a full penetration weld.. Material is AST M A-105 or equivalent.. Thieads to ANSI B2. 1. Fig. 701 Dime nsions-Weioht A I I 'D45' -+1 C 1/4's Only Outlet RUraFipc- Flat I 1-1'h 34 L L2 /. fl 2'!; - 3-! I. 112" Thru Fig. 701 Owlet-Run/Pipe OLIltE FurvFipt OL,nei j RurilFpe Outlet RurvPipe Outlet I i'i.-i'i L 2 • 2'!. 2 IIJ L 2'1, - 3 4 2'!, 1'I 21!, 4 __ 12 1 !" OinJet A - I C J 0 WL 1. .750 ] 1.250 .421 - .10 -J 1 1.125 1.000 1 .iso .15 3,..1 1.375 li.000 _1.000 185 .- .25 1.100 .299 - .235 .35 tV. 1.9 1.250 .61 - .250 .55 1V, 2.200 1.250 1 .E50 .250 .60 - 2.700 1.500 7.307 .755 .90 2'! I 755 2.75 .328 1.20 3 :-.E59 2.100 3.'27 .375 2.00 I &30 2.375 1 4.60 - .35 3.20 SPRINK INC. ?fltbi VP -~A"El Oi( INOU57sL C,OUF L C - (, 71A't OOCfl Rigid Coupili connections, flue mains and long straight runs. Sup- port and hanging eqU3le- ments correspond to NFPA 13 Sprinkler Systems. Angle-pad design permits assembly, by iemoving one nut/bolt and swinging the housin over the gasket. This reduces components to handle during assembly; speeds and eases in tion on pipe grooved Victaulic specificatic Style .005 FneLoc) p31ngs aie desgni and zecommendec use ONLY on fire j tion systems. \Jtta uI i c An 9001 cefldied company ijj ,Style I 10 FireLoc I- PRODUCT DESCRIPTION FiI€LOckTM Style 005 rigid'. O coupling has a unique, pat- ented angle-pad design which allows the housings to offset while clamping the grooves. By permitting the. housings to slide on the angled bolt pads, rigidity is obtained. Palenlo The FireLocJc couplings provide rigidity 1i valve tEi1 LPC ano aft noses on page 2. g i'as pp'oveO. Ib.T DIMENSIONS Rated ior wet arid dry sprinkJe systems at 350 PSI (24 h3 kPa) for l'4-4(424-fl43rnrfl) sizes and 300 PSI (2068 kPe) lox 4%-8 (h08.0-2h9.3 mm) sizes; Schedule 101cR grooved or Schedule 40 cut or roll grooved steel pipe. Style 005 is rigid and does not accommodate expansion, contraction 01 angular deflection. SIZE Max. Max. flow. Dimena ions ' InchaaJinrn Nominal Work. End Pip. End €' Boll/Nul Inches Pis. t Load Sep.1 NC. - Si2v W - ArtuImn, PSI/P5 Lbs.1Pd IflJmm Inches/mm X Y Z 1% 350 . 755 0.05 .. ' - % X 2 2.75 4.50 1.88 213 3370 1.2 70 114 146 350 990 0.05 - % ) 2 3.00 4.75 1.88 - 76 121 14 2 350 Th50 0.07 24 )( 24 3.50 5.25 1.86 - 60.2 oo 1.7 89 133 16 2 350 2270 0.07 - 2-% X 2% 4.00 5.75 1.88 - 73.0 2413 10110 146 146 76,1 mill 350 2475 0.0' 2. 10 630 .4.13 5.75 1.88 2413 1.7 - • 146 146 5 350 3365 0.07 .. - - 26 4.63 6.15 1.88 - 86$ 7413 1.7 lIE 156 14E 4 350 5565 0.1€ 2-% 2 , 5.75 7.25 2.15 - Ila 2413 24770 4,1 146 184 loeornm 300 '255 0.1€ f 7.)() 60 5.63 7.25 2.13 - 2066 16940 143 184 5' 5 30€' 7290 0.16 1 .. e 4 7< 24 6.88 9.00 2.13 2066 32445 175 229 5' 133.0 mm 300 6495 0* 2 ' 12 700 6.65 9.00 2 5.15 206€ 28900 '. 166 229 ' - 139 300 7125 0.1€ . 700 6.86 9.00 2.15 2061 31715 41 175 229 5' 6 300 iO5.0 0.1€ I .. . 7< 2'. .4 6.00 10.00 2.15 161 _7 2061 '6020 41 M. Pbz 5' .0mm 30€' 9200 0.1€ . > . 'COPE!. 7.65 10.00 2.15 W 1L.1 mn I 30€' 9955. 0 11. - . _. . - ' 7< 6.15 10.00 2.15 7061 "29 '. j 207 25" 5' j 3 c J i?525 - . ' 10.50 I I 211 I.'." 't2€713' I rn If.' (. r4.( ao ViCaule w(juc' oI • P.D. £o :-'. • i.,t! v;ijif FsC... !2!OT F!. 50( • f.1045-7ifl(' • rt 1i r.,PLI1 . .............. 6 175 DI 116-2 300 EL 1'4-2 300 IeJ ,,uu n- I 175 175 WLS P.6-2 300 300 XL/XL-lI 1'.6-3 300 300 I Rated Working Fresure Pipe Schedule Size nches UL IJLC 5 fl4-3 175 175 10.40 116.4 ' 5-6 350 300 350 300 BL1 116-2 300 300 FIsted Worklnç Press um FM Pipe Schedule Sift )nche$ IL. ULC 175 E2 4 aoq.. .300 350 6 175 175 SF 1%4 -4 300 300 Super 40 1 116-2 300 300 FM 300 176 300 1- —. MATERIAL SPECIFICAT I ONS Housing: Ductile non Coniorm- mo to ASTM A-536 Housing Coating: Orange enamel Ci Optional: Hot dipped galva- nized 'Bolts/Nuts: Heat ueated car- bon steel, zinc electroplated to ASTM 5633: TIacic head bolt conioimmg to ASTM A-783rsiin imum tensile 33 0.000 PSI (758340 kP hanged hex nut cantor rning to ASTM A-563, Grade A. Gasket Ci Grade E"EPDM - Type A (Violet color code). FiieLoclr products have been Listed by Underwriters Laboratories inc. and Approved by Factory Mutual Research 101 wet and lry (oil bee air) sprinkler sei- vices up to the jatad workjj pressure using the Grade '1 Type A gasket. For dry see- vs. Victeulic continues t recommend the use of Gra E Type AoiGede1(Si cone) FluEbSealS gaskets. The inioimation provided below is based on the latest listing and approval data at the time of publication. List.mgs/Appi ovals as subject to change and/or additions by the approvals agencies. Contact Victauhc for performance on other pipe and the latest listthgsand epprovals. NOTES: 5 ielers to Listed/Approved Schedule 5 steel spunkier pipe, 30 triers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 releis to Listed/Approved Schedule 40 steel spiinkJei pipe. ELT relers to Listed/Approved steel sprinkler pipe menulactured by An-,encan Tube Company. DT jelers to Listed/Approved Dyne-Tiow steel sprinkler pipe mariuiactwed by American Tube Company. DTrelers tc. Listed/Approved Dyne Thread steel sprinkler pipe manulactuied by American Tube Company. EL re1e15 to Listed/Apploved Eddylite steel sprinkler pipe rTianulacluied by Bull Moose Tube Co. EZ relerS to Listed/Appioved EZ-Fiow steel prnkler pipe manulactuied by Nonhwest Pipe & Casing Co. - SF relers to Listed/Approved Super -flo steel sprink)ei pipe manulacturedby Allied Tube and Conduit Corporatron. SL relers to Listed/Approved steel sprink)ei pipe menulactured by Western Tube and Conduit Corporation. Super 40/)0.. relere to Listed/ Approved Super 40 or Super XL steel sprinirier pipe snanuiactun by Allied Tube and Conduit Corporation. WLS relere to ListedlAppioved steel rpnnider pipe manulacturi by Wbeatlasrd Tube Company. XIJXL-13 refers to Uste&Appisols XL or )CL-fl steel sprinkler pipe manulactuied by Allied Tube ar Conduit Corporation. NOTES Woreing Piersuir and End t00a' IOICI Ste". Eli ir,if,r , Sr,C 1e'nal ioaor. b5ec or, l;5r,oaIC we.gtil lIrirsl) steel pipe. slariaa,o roll or cut grooved in accol canCe with Viciaulic peC1tC51I0#5. Conutact VICISulIC loi DSIIO,mEnCC on other pipe. VV,4RNINC-: FCA ONE 'lIME FIELD if El ONLY. It.i Ma,,rr,urr,Jc.nl Vvoikunp Pletlule may be .nc.EaS€O to itt timer the lupures Shown. 1 For is* rC ,nilli.Ofl only. FireLoc Style M. cour.,,r,cr S( tlsSnljElly f1pso ano or, no; acCommOCSl( e,par6bofl/Coflhiaclior,. @ lrjumb€, ot bOtl iiouiied IOu5l5 numbCi 0It,oul Ir,c s.epn*nir I'At it It inirac CCC t,ollt SIC £V5'I01 K 0101 Cuotc. CC-'C (.-1 ilI cocpl.np ri;er upon 'fcuett. Cor,lacu ViC ISulaC lot oelailr. f Siva W. coupling- air V5 5ritPC Appiovec ic Es.r PSI) l'iAt'll Pipinc rvllCml mull SIWS"! Cs* O iC 11 ': C S 'C C:a.flf C belose allemr.,ir.0 Ios!Z I sembly Ent ,em0'Sl 01 any ViClaulic piping producli. p'oce: trail Or nsr.ulk(iJ'Ic :" ;."'.r .I. t-'ceuciu s' .ill o raia". c .r, act&ce"zr w.lr. turseni V.ciEuisC •ntlSltS6OrVSt5embly in5liuclioflt. t/.ciuIsC '15 it ( Ili '.'i 'i'( "C ;.c".! OCI 'pri! sr.c Is rotc eOu0rrwr. w.I!'iOs.ji noi.CC CISC Wsihoul ir.cuiting oblioIionS. ictaul'ic Styl'ei An SO 9001 ceililieci company Co u Ii r F , on1&1) PRODUCT DESCRIPTION Style 75 is available wheie the Style 77, the Style 75 two identical pieces in modex ate pxesswes WE coupng is xëcommended sizes. Hot-p galvanize -. expected ox weight consid- fox service up to 500 PS] and special coatings ax eiations axe a Jactox. Up to (3450 kPa) depending on available fox all sizes. 50% lighter in weight than size. Housings axe cast in . . % DIMENSION 5 . Max. Max. 5How. OflICCI. F. Dimensions - A SIZE Work End Pipe C 1 BOIL/Nut InchehnhIIime%era Nominal Pies. toad Endi Per Pipe No.. Size E (rm hither PSI Lbr Sep. Oplg: InJFI. Inches . tclualmm IPa N InJmm Deg. mrn#rn mm X V 2 1 500 680 0.0.06 2' 0.57 .. .2.38 4.27 1.77 33.' 3'50 3025 0- 1.5 ' 61 - 106 45 VI. 500 1 1080 0.0.06 35o 'sos 0.1'.066 2' 10 0.5 ., 2.68 4.61 1.77 T 68 117 46 lYa 500 1.20 0-0.06 1 - 55 0.40 2-%X2 2.91 4.82 1.77 5.3 3'50 6320 0. 7.5 122 45 2. 60.3 500 1 2.215 1 0-0.06 1 3150 9860 . 1 31 0.32 25 2 - 3A X 2 3.43 87 5.22 133 1.88 46 2½ 500 3.25 0.0.06 . 1 - 15 0.26 k XC 3.85 5.68 1.88 73.0 3'50 "40 0-1.5 r .95 144 48 3 0.0. 500 3.535 0.0.06 . 1 - 12 0.26 -. ., - % 4.00 5.90 1.88 76.7 3,050 15730 0- 1.6 102 150 48 3 500 .600 0-0.06 . 1 2 0.22 2- ,X26 4.50 7.00 1.88 88.9 3'50 21360 0-1.6 16 . 114 178 46 3½ 500 6,300 0. 0.06 • 0 - 54 0.19 . . ' 5.00 7.50 1.88 T 101.5 3150 76035 0- 1.6 127 191 48 500 7,950 0-0.13 . 0.34 .- - X 2/. 5.80 6.03 2.13 350 o- 25 147 20' 5' 411.0.0. 450 6.380 0-0.13 1 - 41 O.35J ;. iio.o 5.55 7.79 2.13 105.0 3100 25395 0.3.7 141 195 5' 47.0 450 8.820 0.0.13 . 7 - 26 0.25. . . ., - '" 6.13 9.43 2.13 2100 39250 0- 21 156 240 5' 5. '50 10.935 0.0.13 . 1 - 0.27 .. - -' - " " 6.86 10.07 2.13 - 111.3 3100 46660 0.3.7 23 175 256 54 0. D. 450 9,735 0-0.13 .. . " 0.28 7i 6.55 9.37 2.13 - 33.C' 310(, '3325. 0.3.2 2' 165 235 5' 5½ 0.0. 450 10,665 0.0.13 . . 1 - 78 - . 1 6.80 9.59 2.13 - £6( 173 74 51 6 0.0. 45rj 12.735 0-0.12 .. - . - i2 -J o.;i 1.81Eis;' . ,. 7.38 I 10.46 :-ioc. 56670 (.. i 1 " 157 I 265 Au 1t525 0-0.13 - . £23 - 1 - 1 6 203 .00 11.07 T :-ioo €9OS C. ; - - 1 - "I 251 I 'sc 73.80OJ('.(' ., C,. IS: f 10.9 2.12 6 I :io €;'o I t••:-: - • . 'S 65 ,c,'r ((.nl.r,urO 0'. C.ko( ; ,i;e' IC. flC,I or, ic;a,)itc W1I0 ilt. &Cu3fjtf e ç(: Zscor.. P. . ci', 15{I4( • f.1 U.' 303 • rAX: 610/250-8511 • www.vcxuk DIMENSIONS [r 2W v i l I ir ff II Allow . Deflect. Fr. DImensIons - sizi Max. Mai. Pipe C1 6 Ii.pq Nominal WOIII End End f EoIIJNU1 WpI Inches Actual uss toad Sep Per . Pipe No.. Size . Led PSI Lbs. In. Cplg. InJFt.. Inches . LbS mm Pe P4 mm De9. mm/rn mm X -V Z k 5o 14.940 0. 0.13 1 .6 0.23 2 %)( 3y 7.8i 10.66 2.06 7.2 165.1 300 66463 0.32 ISO 271 52 3.3 8 O.D.t 450 22.635 0-0.13 ' . 0.16 2-V )(4y• 9.72 13. 2.31 12.( 203k 3100 100725 0-3.2 13 247 339 55 . 57 5 450 26.280 0-0.13 0.-/ 0.16 2 X4Y.. 10.34 13.97 2.32 12. 219.1 3100 116945 0-32 - 14 263 356 55 5.5 100.Dj I 350 127.50010-0.13 . Cl - 3 0.15 2.74X5 1216 15.81 2.53 20.11 9.4 254.0 2400 127375 0.3.2 . - - - 64 120.D. 350 39.5001 o.o. tr - 36 0.13 2 14.16 17.69 - 2.53 23.11 304.6 2 00 175775 ______ - . 38 4.4$ 64 10.7 I Style 74 Couplingt 1S Seller to notes below. MER)LSEE.CJFJCATJOUS Housing: Ductile tion conlozzn- ing to ASTM A-536. Housing Coating: Otange enamel o Optional: Hot dipped galva-nized and otheis. Gas)re't: (rpecity choice,) OGiade "Ell EPDM EPDM (Ott-en colot code). Temperature tange -30°F to 4230°F(-34'C to -# 3 o°C). Recommended lot hot waje: service within the specified tempejatuje lange plus a vatiety 01 dilute acids. oil-flee alt and many chemical set- vices. UL classified in accoj- dance with ANSI/NSF 61 lot cold -.86°F (-. 30°C) and hot 4180°F (482°C) potable watel service. NOT RECOM- MENDED FOR PETROLEUM SERVICES. 0 Giade "r1 nitnl€ Niuile (Otange colot code). Tempeiatu;e tange -20°F to 4180°F (-29°C to + 82°C). Rec- ommended lot peuoleum products, alt with oil vapors. vegetable and mineiaJ oils within the specified tempera- twetange; except hot. dry art ovel 4140°F (460°C) and wFtei over 4150°F (466°C). NOT FECOM MENDED FOR HOT WATER SERVICES. "SeMoes listed we GthieiJ Si vice Riesocinzirniendations only. I should be noted that there are services lot which these g8sk4 we not jecornn-rended. Reles- ence should always be made * the latest Victeulic Gasket Selection Guide for specific gi ket service recommendations and for a litiig of services which are not zecomrnended. oh.sffluts: Heat tteated ce1 bon steel. zinc plated to ASTh B-633. tleck-head conionriing physical .propeitres of ASTM A-183 minimum tensile 23 0A PSI (758340 3t.Pa). f4O1ES - Woitinc P,su,e and EnoioaO elf total. horn tl' inhl,nClSno e,ie.nal loaor. bet-co or. tltnoCrO fjohl JANE 1) trt-t-1 piP. tlanOa,c,oH or cut grooved in accot-oancc with ViCICulic t-PtCiliCCliOflt. Conic, V,Claulpc tot perlormance on Oltiet pipe V.lIrNlNC-: FOR ONE 11M[ FIELD 1551 ONLY. IhC Metrr,urz, JO.rU Wo.i.inç P,tu.f may be ,nc,fateb to 114 Itmet the hputer shown. 1 .011owt-DlE Pip* Eno Sc pt-ttliOr. ariG Cit lit-C liOn lipuit-!-now Inc rr.C, 'muir. norn,rg i tenet of rnovt mc r,l . ye .ie Ott at EaCh pint for tl8noaiO toll çnooveO Pipe. Fiou,E to, 11nOt,0cUI O.00vtCp'P* t7i,- bE Oout,lt-C 1".uc lipuier etc mE>irriurn!- 10' 0E5i9i. anti ,r,r;atlEl,or Du'poset these liputes should be teouced by: sot,... io 2C7 . 1016mff,);2'e JO' 4 1. 14.-* mrnienc lelpel 6 Nurr,bt-I Of bOlt sequireO cOuCh numbt-, of rout Inc t-epn*r.lt - h40110t ,tu'CCO ti7t boll! Cit EVVIEDIF ICC,ICt Coot-C pC.Ic IC.I E 1 Ccuplr,p t-.;Er upon. ftout!t. Confect .'.ctau.c to. ocrails V.'-.F.l.JIN&: FipuuiG tyt CIT.! fl,u! CIV.4V t..t 0t-l.,It! 1 u:,; i-C. t.c c,u r.ec te iout i lit a.o.ur.c or er.o it rno'al of any V,Cl8ul,C piping psocucts. lID! piOOjjIt- IIDf mjr..Jv/iu'tC t (.',4l., j. 1, C'CC-uCt .".Ell D ..tt-uii-C I!. /ZC oC.truct ..,iu. CL-IIFr.; V.citutiC .reit. Ieho.uaesembl, rlt-,,UC1 org, i-I Or, .$iC ,U,.' i'.0 •... ii tlut'.Ce -,..ca;-cen! rtt.ç.-4 .'.c- tt'.cC •O*'.F 'i;hOuI nc;.Ct tnt w1PI0u1 vucurrinip obicatiorti. O6.O. - 2 8 oltlNtj$ No. - Size Inches mm 2-% x 2 2-44 )C 2 2- ½ X 2½ 2- ½ X 2½ 2- ½ X 2½ 2- ½ X 244 2- ½ X 244 2. 14 X 244 2 - 44 )c 31 2-% x 3Y. 7. 16 )( 82.5 2 - 44 )c 41'. 10€ q40 \Jt a Uli be An a 9001 cerlilied company -I PRODUCT DESCRIPTION Style 77 couplings WE designed with cross- ribbed construction to pro: vide a suorrg component for pressuie piping systems. Sizes 3/ -12 26.7 - 323.9 mm) are two-piece housings. Sizes 14- 22 (355.6 - 559.0 mm) are cast ULC in four identical segments, with larger sizes cast in six segments. This eases han- dling and assures concen- tfl city. 1 -I]07 • Style Stand Flexible Coupi Al] sizes are provided with, proximity to the sour plated bolts and nuts. Ga]- vibration. Refer to 26 vanized and stainless steel vibration informatior housings are also available. . Independent testing Independent testing has shown that Victaulic shown the Style 77 cou- 77 and 75 flexible cot pling to be an effective and Style 07 Zero-FI stress relief and vibration • rigid couplings pLovi attenuation device provid- exceptional function; ing performance superior to during and after eart braided steel and elasto- quake conditions. R€ meric arch-type connec- 26.05 for .further inoi tors when used in close . tion. DIMENSIONS , rNomin.1 1 Max. Work FE ' r"2 i Inches Pte. Li )i .. 000 1 :' WOOCO)O We 900 ;6E2 12' Si2e& 4 1½ 1. 000 2.8 £53 £900 1 126 2 1.000 4 60.3 £900 197 2½ 1.000 6M 73.0 €900 2681 30.0. 1.000 7.0 76.1 €900 31I 3 1.000 9,62 86.9 6900 £681 311, 1,000 12,5 101.6 €900 5591 4 1.000 16,9C 114.3 6900 7075 41/.0.0. 1.000 14.181 10E.0 6900 6310C 5 1,000 24.30( 141.3 6900 10t13 5% O.D. 1.000 21.6&- C, 6900 96275 6½ D. 1.000 23.745 13&. €900 10566! 6 1.000 3.470 16.3 6900 153390 6¼ 0.0. 1.000 30.665 159( €900 136460 61/1 0.0. 1.000 I 33.186 1 j €90(' 6 SC,C. 4.740 IOI coru,r.,,ic.o,, E.if Allow. Deflect. Fr, p Pipe C1 1____ Per Pipe I End Sep. 419. lnJFt. lfl.Jmm Deg. rnmm 0-0.06 • 3-21 0.72 0-1.6 60. 0-0.06 0. 1.6 . 2'-43 AE 0.57 0-0.06 0. 1.6 2-10 0.45 36 0:0.06 1 -56 0.1.6 3% 0 -0.06 . 1 -31 PE 0.32 0-1.6 0-0.06 . ' -16 0.26 0.1.6 22 0-0.06 . 1 -12 0.26 0-1.6 22 0-0.06 1 1 -2. 0.22 0-1.6 0-0.06 • . 05 IE 0.19 0-i.e 0-0.13 1 -36, 0.34 0-3.2 0-0.13 . , 1 -41 0.36 0-3.2 0-0.13 1-ie . . 0.27 0.37 23 0-0.13 1. • 0.26 0-3.2 ' I 0-0.13 . 1 16 0.2k 0-0.12 I 0.22 . 0.3.2 1 -It 0.0.13 • 0.3.2 I ii'. J V 2 . 4' 2 °(:..'7 Io. -so 11.0 1 1'f III IC noie s Or, c.p€ 7 LT L-1 67 3.13 79 3.63 92 4.25 106 4.38 111 5.00 127 5.63 143 6.13 156 TWO 152 7.75 197 7.63 194 8.63 211 6.63 215- 6.62 219 4.12 105 5.00 127 5.38 137 5.88 '49 6.50 165 6.63 168 7.13 181 6.25 210 8.88 226 8.63 211 10.65 270 )O.38 26' 10.65 770 1 1.88 302 11.50 292 1.6.3 292 14.75. 375 Dimensions Inc hCS/miliime'IefS 1' 2 2.13 4.00 i 54 102 4 t'c;7uIic worlo Hu,00u7'4tr • 0. 60. 3i. (510f.. F.A. ibt.-UC,3 • 'CI i"il fib.. £z2ir'. F4. '5((' • 6i0!5633OC, • FAX: 610/250-8517 • www.vic 14 -22Sizes 24' Sbee DIMENSIONS SIZE Max. Max. Allow. Dlrnenalons Apni Nominal Work End Pipe 6ollfNuil Wt Inchet Pies. Load End'f Per Sep. ,[C7P19. No.- Size ted .cival PSI' Lbs.' Lbs.mm lnche p4 mm X • V Z k 1O 800 73.280 0-0.13 . 0 - 40 0.14 2-1 )( 6 13.63 17.13 2.63 31.1 273.0 5500 326100 0-32 12 436 67 14.1 12 800 102.000 '0013 o' - 34 0.12 .. 2-1 )( 6½ 15.63 10.25 2.63 27.6 323.9 5500 '53900 0. 3.2 4 . 67 12.6 14 300 46.180 0-0.13 , 0'- 31 0.11 o . 4-1 )( ½ 16.63 19.88 2.88 35.6 355.6 2065. 205500 0.3.2 429 506 73 .16.1 16 300 53.000 0-0.13 . 0'9 0.10 -1 5½ 17.88 21.63 3.00 I1 381.0 2065 225850 0.3.2 454 540 76 22.1 16 300 60.320. 0-0.13 • 0' 27 0.10 4.- 1 :19()Q 22.13 3.00 51.1 '06.4 2065 266425 0-3.2- .. 482 562 76 23.2 18 300 76,3.40 0-0.13 0' 24 0.08 1 4- 21.38 :24.50 3,13 644 457.2 2065 339710 . 0-3.2 543 Cow 80 29.2 20 300 94.000 0-0.13 . 0 -27 0.08 , - " 4 23.63 27.25 3..13 91.2 508.0 2065 '5,3QO 0.32 e- e €0 22 300 114,000 0-0.13 0 19' 0.07 4. 1 25.75 29.50 3.13 92.0 559.0 7065 507300 0.32 7482.4 250 1r3,000 0-0,13 . - 0.07 94.0609.6 X .4 2 77;7.5- 31.25 3.13 1725 507850 0.32 6 ' 704 . 80 42k t,oupl:npr 8, 10. 12' (219.1.273.0. 323.9 mm) size 5iIsbIf lo Jib Ian0ai05. helet to boempon Ub.W NX OeleM5. '70 Fele, 10 notes below. MATERIAL SPECIFICATIONS Housing: Ductile iron conform- ing to ASTM A-536. Housing Coaling: Orange enamel O Optional: Hot dipped galva-nised and others Coupling Gasket: (specily choice') 0 Grade 'or "EPDM EPDM (Green color code). Temperature range -30°F to -#230'F (-34°C to 41] O°c. Recommended Jot hot water service within the specified ternperaruje range plus a variety 01 dilute acids, oil-tree all and many chemical ser-vices. Ul classified in accor-dance with ANSI/NSF 63 lot cold 86°F (430°C) and hot 4 180'F (482°C) potable water service. NOT RECOM- MENDED FOR PETROLEUM SERVICES. 0 Grade 'T" nitnile Nitrile (Orange color code). Temper stole range -20°F to -.180°F (-29°C to -4 82°C). Rec ommended for petroleum producl.5..ait with oil vapors, vegetable and mineral oils within the specified tempera- lute range. Not recom- mended lot hot water services over 4 150°F (-. 66°C) or lot hot dry air over -.340°F (-* 60°C). "Services listed are Genera) Se vice F(ecomnienclations only. it should be noted that there are services for which these gasket are not recommended. Refer-ence should always be made Sc the latest Victaulic Gasket Selection Guide lot specific gas het service remmendations and for a listing of serv-roes which are not recommended. Bolts/Nut.: Heat treated cw- bon steel; zinc elecuopleted to ASTM B633, track-head can-lam-ling to physical properties ASTM A-I 83 minimum tensile 330,000 PSI (758340 kPa). C) Optional: Type 336 st.airries steel, Grade B-8M, Class 2. NOTES - vvo,f-.ir,Q Fietizute sno Eno Loso 51f IOt5I. 15017. Jl .r.ls:r.rl sr,c f,ICIr,5llO50t, b5sfC or. rlsr,cesc .ANSI) t,eEI pipe. rtanoa,0 Poll or dii Q,00veC$ in acco,- osncf with virisul'c tpeCiliCalioflt. Contact %/sCt5ulIC JO' I*'Io,manc, on other pipe. WAFtiuINC-: F0F ONE lIME FIELD 3(51 ONL Y, Irof "',fl.ur' J0,r,I V*oll.ànp Pseuit may of InCIfESCO it, 1.6 tsmCt the lipuier shown. 1 /H(swsbIe Fipf InC 5rp5'tl'Ofl bnC C'OWit,r, I'u't r.14,w I1* fl.5)"fluf7 flom,nal iEnpe 01 mcwfrnfl.l F vkilzbje at each joint to, standard Poll grooved pipe. F.PLlI*! lot tin05l0 cul 9'OOvfC p:pf t' O* O0ut':* r: Ispuift 5I1 m5,,muniZ lot caticr. anc ,nrtallalsor, Pu'Dorez these tiguiel Should be leduced by: ta.7 - 101,6 mcmi): 25'ie lot e n.m1 a'.o ia.pei. Co Numt.il C$ 00115 i*quflfd ICuSIS num0F, 0' 1toul .:.c r i ç.m ni: MfIs.0 U.I*acr ti;i bolt.- gif rva'I:blf 'Cob' CC.orc• c.c.c or.: i if ((.uC.I,r.0 tsf1 upon '(ouCti. Cor$ac; V5CJL.IIC to, ocisils. V.'.I.NIIJG:Fipsn5y5l8rflS mo.- alwayn te ott.'s:: ..t'fC ê"t C''r.1-G t.4,o:e al;arrsbupnc, 011j., ti,mc.1%. eric ,rr.ovtboi any V,ClEulic piping plocucis. h.r ç.Cos.el rIO" Di 04rwI5cswfC . .................... ' r'.ocs.-c 11 5l.IlØt .'.r;aw r. C.'4 I w11. (ui.Ifl ViC ICuIC onS b5lltl.ofl/555Cmbly iflnt,uctoflz, vCeLe 'i'f"fr low '''-f"c.:"."..........,.:,te.n...r Of !.C..- .,,c wflCe'C ,c"r-'*'.: .-.Inc'o, nOlCI InC lhoiS.ncu.i.rç obI.çtorlr. I- - DIMENSIONS Style 744 Si2es 2- B'(50 - 200 mm) ANSI Class 125 and 150 Flange Note: 6isy sits Cl mslirlp face m4l be "Pt horn O0lJDP. ufl0Ul5l'0fl 0' 0pl01rn.6p of any hypE fOI Pt1eChivt stahirlQ. \J 9 tauIice An 919001 cenified COrnparjy I- PRODUCT DESCRIPTION Style 744 FiieLoch Flange adaptei is designed 101 dilecliy incoipoiaung flanged components with ANSI CL. 325 or CL. 350 bolt hole patterns into a giooved pipe system. Sizes 2-8(&O-200 mm) are hinged lot easy handling 2- 8' Sizes with integiai end tabs which facilitate assembly. UL The design incoipoiates small teeth inside the hey shoulder J.D. to pi event iotation. Because of the outside flange dimension, FiieLocl Flange adapters should not be used on Fii cLock fit- tings: When wafer 01 lug- type valves are used adjoin- ing a Victhulic fitting, check disc dimensions to assuie proper clearance. FireLock Flange adapters should hot be used as anchor points for tie-rods across nomësuained Joints. Mating rubber laced flanges, valves. etc.. requite the use of a Fir eLock Flange washer. FireLock flange gaskets must always be assembled with the color coded 1 the pipe and the other facing the mating flan FireLock products cot prise a'uniq'ue system cifically designed for f protection services. Fi Lock fittings we CA developed, hydiodyrra design which have a shorter center-to- end dimension ththi stand. fittings. A Fir eLock St 005 rigid coupling has unique, patented anglf design. gpSCARDDNSThaFIPE ....... JREPRD1C11DNPRODLJCTS., Style 7 Fire bc Flange Adapi Max.1 Seslifl9 Malt' I S unlace Dimensions Won, EndS No. boll ,m Inclnchps/mn, lncheLlmilhim,lers Actual sr Ld I tbs. boils I Sire '1 ..- Size i. I u Ig'd. inches Ma), Mitt. Vii X Y Z .375 175 I 2.35 341 6.00 4.75 0.75 hInch,171 60.3 1200 i •'50 60 57 172 152 121 19 .875 175 1135 285 3.91 7.00 5.50 0.88 73.0 1200 5050 A X a 99 200 175 140 22 .500 175 I iesa 5O 4.53 8.44 7.50 6.00 0.94 6.9 1200 7500 81 115 214 191 152 24 Id .500 175 I 2780 4.50 5.53 9.94 9.00 7.50 0.94 14.3 1200 I 11045 II' 11 252 279 191 24 5.563 175 1 4250 e X3 5.56 6.71 11. 10.00 8.50 .00 12. 14 1.2 1200 16920 11 171 279 25.e 716 25 6 I 6.625 175 6030 6.63 7.76 12.00 11.00 9.50 1.00 1St 1 166.3 1200 266C, 6 166 196 305 279 241 26. 6 1 6.625 175 110219 J 5.63 9.94 14.63 1.bO 11.75 1.13 200 j 219.1 1700 J £5476 219 26.2 372 343 298 - 21 i,tIf'l IC note.- on fp, 1lolsl bolls ,Iou,,ec IC be iuppl'EC by ,rr)l5thE,. Loll ti;st loi cOnvinhionti hlsnps.Io.htsnç* conncclion. la'pe' boils ate ,eouue t/1C.Fl5not SCSPIPI il uhllpfC wifF) w5lll.1ype vtlVt. FI- ",ciaul,c Cornc.anv cI /miiC6 • F.C' Lc. 3 . stior, 15(i&4.303 • c'< p, C_! .:lie c.. E a c'r. F P. 61C,/559-3300 • FAX: 6 10/25( VIC-FLANGE ADAPTER NOTES 0 Style 744 (2- 8750- 200 mm) 6.Flanoe WasherS: Fi,et.ock Flange C.When nti(V e rubber facer Oesion incorporates small leeth in. aoaplets leouilt a smooth hard flange: the Range Washer i SPOC the key ahoulde, I.D. to pre- surlaCe V the rnalinçt flange lace placed between the FireLod vent rcieficirl. lot etleclivt sealing. Some apphce- Range sdaPterm arid the rub 2.Fi,elock Firtoe toaplel should tons for whiCh1he Vic.Flanoe bee tced flange. not be used on Fi,eLock soaplet is otherwise well suited do D. When mating 'AWWA cat When wale, or p.type nor rovoe an aaeouall mating flanges to IPS flanges: di used 5dj01nino a Vclaulic titl surmc. In such cases. it is' ieco(fl- Flange Washer is placed be ing. check dISC dimensions to assure mended that a metal Flange Wash- twom two Firet.ock Flanges Proper claa,ance. et be insened between the The hinge points n'ust be oil FireLock Flange aclaptel and the enled 5.Fuetock Flange aoaplers should maling flange IC Provide the neces- each 'ier. It cone fisinge is ne not be used as anchor points lot tie- sary sealing SUFISCC. e Fire Lock Flange adapie ioos across nonrestreined joints. Mating rubber laced flanges, lypical applicalions where a Flange (e.g.. flanged vatve), then t valveS etc. 'eguite the use of a Washer should be used ale: standard fletfiange gaske FiieLocl, Flange washer. A. When mating to a seiraled rm.s* be placed adjacent I flange: a lanOa,d flat flange that flange and the Flangi &Are A- noted in the above drew- gasket should be used adjacent WIet iser*ed between di ing must be liee horn gouges. Un- to the serrated flange and then flange pealel and the FireLoci dulaluons or aetormities at any type the Flange Washer IS insened Flange adapter.. lot eflective sealing, between the Firelock Flange E. When rnafrig to componer* £Fi,eloCk Flange soapier gaskets soaples and the flange gasket.' (vePve$• sbatnert. etc.) when must always be assembled with the B. When mating, to a water valve: the cernPonerd flange lace he color cooed lip on the pipe and the where typical valves are rubber an frisesl f011Ow the 5afl* at Other lip lacing the mating flange, lined and partially rubber laced rangernerd as in Application 1 (smooth of not), the Flange F. When mating to a -Series 706-V Washer is placed between the . Bemaelly valve. Style .744 ma valve and the Fiielock Flange only be ted on one side of It, scepter. ,. When oder*)9 Flange washers. WhyS spec' p'riuCf styde (Style 744) and size to esstwe proper F5, We ., MATERIAL SPECIFICATIONS flange }3ous5ng: Ductile iron Underwriters Labotatories coniotmrng to ASTM A-536. Inc. and Approved by Fec- Coaling: Pjack enamel tory IviulubI Iesearch lot wet 0 Optional: Hot dipped and dry foil ire-c air) sprinkler gaJvanize . services to 3 7 PS] fl 200 kPe) using the Grade 'E" - type A oJis/Nusz: Supplied by installer Setvices listed are General Set- vice ecommendations only. it 0 Giade "F" LPDM- Type A should be noted that there are (Violet color code). Fir cLock services lot which these gasket-- pi od ucL have been Listed by are not recommended. Befet-enge should always be made u the latest Victlic Gasket Selection Guide lot specific go ket service j econu,-aendationz and lot a listing of services which are not recommended. )3ingeBushing: 2- 8 50 - 200 nun). Mecuiciplated st.eel. NOIEE - Woucuno Fsesaure and End 105051* 10151. lion 511 ir,tt-ur,al 5.0 )letr.5l 10505, baSic or, rlar.oa,C weight lie-il OPt. tlarroe,G roll 01 cut grooved in acco,oartce with ViCiutiC Spe-tiliC5liOult. Coolant VICISUlIC 101 ptrlOurr,5r.ci on olhl, pipe. Wl,lNG'FOFl ONE I lMffIf[D1E1i 014t Y. tht hf.ê,.n.un'.Jc,,nt t'voikitig ult. may be ,nC,e5e-0 10 itt lime! 11* lipuiet shown. Style- h Firetock flange soar-lilt pi(W'O* 11010 gc.ir.it v.t*r, ulfO or. oo* wilt, stancauc 101101 cut groove O,mtnt.oflt ano conseouently allow no linear or angular movement at the pint. l'i'/l.JINC- Piping rytiemt rout I flwft bf Gir-it u1i C j r.c cia .rie-c Of 101€ S hf mEtric. cit at lemtiv ar,C removal 01 any ViciSuliC piping pr000cis. ,.i,, p1001j(i 5bfil 01 n.tn.,,itti.. I .,. V'C i'.( t. (''.b-. .11 ,(,C.,( it (- Ct .t l51e-C ". cc,'0S net euler.; vc awe ,nsua Ire i,olvssaembly iri5irucl.onS. fCC-f •I,C.w! fro ,iC't It. "'' 0t1'Cl'it S"C!'Ci 'C * c.u,0nwn' WIIOOU! nc.;.Cc arc v.thOui ,lXUriflg oblip5lionS. (k) \jttaljlice An 9 9001 cenihed company iPscnBDNs1tELPJPE vDflt1VPfl VTI1fl 06. Style 7 Reducing Coupli PRODUCT DESCRIPTION The Style 750 Reducing Coupling peimit.s diiect ieduction on the piping run. Designed to ieplace two couplings and a reduc- ing fitting, the Style 750 ieatuies a special ieducing oas}cet for piessuie iespon- sive sealing. A steel wahei which pi events telescoping of the smaller pipe insi the larger pipe during cal systems assembly available upon requesi -U DIMENSIONS Li Deflect. Fr.. Dimensions M. Max. CY.. J C 1 Inchem.H.meIe,s Work End Pp. Per Pipe 7Ncminal P,,e. toad Endf Bolt/Nih sr Lbs.'. sep. CpIg. InJF*. No.- Sue ip. ' mm Deg. mmrni Inches X Y 2 2 Xi 350 1000 0- 0.07 . 0' 5 0.20 2. % )c 2 as 60.3 x 10 .cso 0- i.e 17 133 e X i 350 1000 0-0.07 -. Cr_ Si .0.20 2 - % )( 2 3.38 525 1.88 2db so 0-1.6 isa 48 2 X 2 350 1550 0-0.07 . 0.16 2-%X2 4.13 io . 6.00 1.88 73.0 60.3 2db 6900 0-1.8 isp 48 ?6,1nm X 2 350 1550 0- 0.07 ,. 0' 0.16 2%X2 4.13 6.00 1.88 )c 60.7 2'0 6900 0-1.8 106. . 152 48 5 X 2 350 1550 0- 0.07 .. ° 0.15 ., 2. '2' T1 1.88 68.9 )c 60.3 7"lO 6900 0-1.8 11 121 181 48 )( 2 350 2275 0- 0.07 . 0.13 [ , 2 - Z1 TW 1.88 73.0 2db 10126 0- 1.8 i 121 181 46 X 76.1 P1WT 350 2'10 2276 10126 0- 0.07 0 - i.e . 0'- 39 0.13 .,., 2- ,5 X 2% 4.75 121 7.13 181 1.88 48 X 2 350 1550 0-0.13 . - 0.26 2-%X 3Y. 6.25 8.88 225 11d3 )c 60.7 7d10 6900 0-3.2 25 159 225 57_ X2½ 350 2275 0-0.13 , . 0.26 .%31/ 6.25 888 2.25 73.0 2'10 10125 o- s; 159 226 57 3 350 3355 0-0.15 . 1 • 1_ 0.25 2-%XSV. 625 8.88 2.25 b6. 2db 1d975 o- 159 226 57 - /8.1 flWT. 350 2275 0-0 .13 , . 1 . 1 0.25 ' .2 -4X 3/a 6.25 5.86 2.25 57 127.0 2d10 10126 . 3.2 226 350 5565 1 0-0.13 . j 0.22 2-%X i. 7.15 10.63 2.12 114.3 2410 2'766 0-5.2 .181 270 54 LX' 350 5565 0-0.13 i... 0• 0.15 8.63 11.68 2.25 16U x 115 2'10 2'765. 0- 5.2 € 1. 181 302 67 x 350 5500 0-0.13 . 0 0.i5 -E.50 i. x 11.88 2gb 2'10 57575. 0- s.; U 215 30 6 - 1551m,y.)t It 350 6565 0 -0.13 , 0 . 019 e.50 111.38, 225 1( ' 21t C 250 2000 0-0.13 1 . 0 - ('.15 - ë X 10.75 14.75 2.50 21i > 16L:. 741( 55'0C C'- 5.; . !?..__ 376 6' u-'eg, IC r,oi or. op ; Ely 5 ç., Out.' c.uoi.rio r.ouio no c,u u€ c -mr.c c ';5( ,r, I€m wr*,E a 6C uurr, 'nay Dr of € opec. Conlcl v.c12,m( ID, 0ti€d. - 0.6o,31. fric,r i- j3; tu F1c.:Erlr.r;. l.i ;&&' • -330O • FAX: 610/250-8617 • www.vuClau 13 If t.°i e *çeIe'i C. ... . ..... ... - Victaulic ofters a broad line of fittings in sizes through 48' (1219.2 mm) in a variety of straight and reducing styles. Most standard fit- tings are cast of durable ductile iron to precise toler- ances. Victaulic standard 'J) (j) fittings pressure ratings FM conform to the ratings of Victaulic Style 77 couplings. All fittings are supplied with grnoves or shoulders to permit last installation without field preparation. The grooved design per- mits flexi)ility for easy Alternate Styles \/4*(ctaLilice An 0. 9001 cerlihed company IP$CABBON$IEEIMPE 07a GRODVED RTHNGS Grooved E Fittin PRODUCT DESCRIPTION alignment. These fittings are not-intended lox use t4dth Victaulic couplings for plain end pipe (refer to Sec- tion 14.04 lox i5rungs avail- abie fox plain end applications.). Fittings are provided in var- ious materials including malleable iron, ductile iron, steel or segmentally welded steel depending on styles and size. Fittings we painted orange enamel with galvanized optionally available, contact Victaulic for details. Stainless Steel - Grooved end fittings ate available in Schedule 10 'pe 316 stainless steel (Schedule 5, 40 and Type 304 optionally available) in various sizes. Fitting cen- ret-to-end dimensions wiLl vary depending upon type and schedule. Refer to Sec- Lion 17.04 lox dezalis. Victaulic fittings we designed peciflcally1 use in grooved piping tems. Fittings axe pia grooved or with shoul conforming to standar si.ee] pipe outside dia this. When connectini wafez 01 lug-type butt valves directly to Vict fittings with 741 0174 Flange* adapters, chi disc clearance dimenr wnbLD. dimension a fitting. Aluminum - G3100VIE fittings are available i minum alloy 356 T6. i sizes from 3 - 8" (33.7 239.3 mm). Refer to S 23001 contact Victa for detai3. Extra 3-leavy EndSeal' "ES" Fillings - EndSeal fittings are available in 2- 12' (60,3- 323,9 mm) 103 use with ES grooved piPe and J-IP- 7OES EndSea) 01 Fire-R, couplings. "ES' fit- tthgs are painted green for easy identification. EndSeal (and standard) fittings may be easily internally coated (by other's) lot severe set- vice requirements. Always specify 'ES EndSeaJ fit- tmos when ojdenng. SeE Section 07.03 lot in1orm t;c.r on EndSe& fittings. Fittings Machined for Rubber or Ureihane Lin- ing (1RL) - Fot severe abiasjve services. Victaulic finirps may 'be tubber or urethane hred (by others). Lrrmg may be inside diam- ezer/erd Iabajon resis- tance) or wrap-around (coirosrc.r, ano/or abrasion) machrreo. Relet to Section 01 contact Victaulic lot zpEcjhc details. r ehi FOR ARA5IDH RI5I51APJCI 1. 1 Ii _' 0.0. C E Ion CORROSION AND/DR tEFitI0N RI1AUC t',t :..:ml (.I,r1.!.f.t' 1)1 ArrNIitL • f.O b .' -, ;.. • ii-' • i," .'i i-.' it.:: F A 181s4f, [AX- F1 fl/7Sfl.FcP1t • w,. FLOW DATA 1-lead Loss The head loss act oss Style 750 Reducing coupling is very small and is essentially the same as loi st.andaid Short body ieducing pipe fittings. Equivalent lengths of stan- daid weight steel pipe are shown in the tables. All data is based on water flowing at ambient temper- ature. Flow Reducing OL-2 ot SIZE . Equiv. Nominal Pipe Length Inches Sm. Die. Actual MM Feetini 2X1 5.9 60.3 )C 33.4 1.6 xi 2.0 X 48.3 0.6 2½X2 1.9 73.0 ) 60.3 0.6 3X2 5.5 $8.9x60.3 1.7 X2 3.8 x73.0 12 4 X 2 6.0 114.3 )c 60.3 1.8 X2½ 6.0 X730 . 1.8 6.0 x 88.9 • 1.6 .5X4 3.0 111.3 X 114.3 . 0$ 6 X 4 6.0 166.3 ) 114.3 1.6 4.5 X 111.3 1.' - 14 6X4 6.0 165.1 X 111.3 1.6 X3 8 6 7. 219.1 X '68.3 .2.2 X6½ 7.3 Flow Expanding. SIZE Nominal Pipe Length Inches Sm. Die. - *clual mm . Feetl, 1X2 2.7 33.4 )C 60.3 0.8 1½X2 1$ 183X 60.3 0.6 2X2½ 1.0 60.3 X73.0 0.3 3.5 X 88.9 1.1 X4 X_114.3 2½X3 2.5 73.0 X 88.9 0,6 3.0 X.4 X 114.3 .0.9 3X 2.5 88$X 114.3 0.6 - 4 X 5 . .. 3.3. 114.3X 143 1.0 - )C6 4.5 X168.3 1.4 4.6 )C 11 1.4 5X6 . 2.3 1413 X 1663 0.7 6X8 6.0 168.3 )c 219.1 1.6 MATERIAL SPECIFICATIONS }lousing: Ductile iror I conloim- mg to ASTM A-636. Housing Coating: Oiange enamel D Optional: Hot dipped oa)v89i2ed and 0the18 Cealtet: (Specify choice): o Glade E" tPDM £PDM (Gieen cob, code). Tempeiatuie iange -30°F to 4230°F (-34°C to4 100°C). ecommended lot hot watet service within the specified tEmpe,atu:e 'snge plus a vanety of dilute acios. oil-her- ail and many chemical set- vices. UL classified in accoz dance with ANSI/NSF 61 lot cold 86°F ( 30°C) and hot 4 180'F (4826C) pothbie wat3 sere. NOT RECOJ MEJ\tDED FOR PETROLEUM SERVICES. 0 Grade "T" nitnle Niuile (Oiange coloj code). Tempeiatuie tange -20°F to 4 380°F I- 29°C to -. 82°C). Rec. ommended lot peuoleum p,oducts. a with oil vapois. vegetable and mineial oils within the specified tempele- tute tange. Not tecom- mended for hot water services over 4 C) 350°F 1-' 66° or lot hot dry aft over 340"T I4 C) 60°. Services listed are Genetal Ser- vice Recommendtiofl8 only. It should be noted that there ate services 101 which these gaske are not recommended. Rele ence should always be made to the latest Victaulic Gasket Selection Guide lot specific go kei. service recommendations and lot a listing of services which we not recommended. 0 Optional: Assembly Washer: Calve n,sed. carbon steel olts/Nut6: Heat treated ca3 ban steel. tiack-head. smc plated to ASTM B-633 conf cm irig to physical properties of ASTM A- 83 minimum tensile 320.000 PS] (758340 kPa). Wo't'inp Fsessu,€ ndEnC toaca' 10181. uomsll inlet nl ano ele,naIloaos tareo on 515008,0 we.o1attANSI) steel pipe. suanoa,o roll or cm orooveC in acco'- oancf with Viclulic specilicaliont. Contact VpClulj Jo, per lot moc oraolrae, opt. Masimurl, wo,f.inO pies suit ialing baeO on larget pipe 512e. M,irnum End toao rating bsseO n tm5lle, pipe silt. WARNING: F0 ONE lIME FIELD 1151 ONL Y. th Munm Joint WOrIinp Pie-.-us c mty be inc 'tSICO JO 1% lime the hpu'u shown. ø 1 AltOw8blE Pipe [fl SCP5'0 anc Cit ltC l,or, IIpIJIFS how the m ms 'mu nominal ino 01 move roe ft 8 vS iI bit at e acr, joint to: stanoa,c roll grooveo pipe. F,ou,er to: 51590810 cUt plOovfo pppt n.a be OOublCd lf*5( Irpu,S sic rn5,.mum5, 'o' otsipri n0 ,nslallal,or, pulporEt these Iiou,es ShOulO be reouced by: 50c for .3W(267- iQi.6rnir,):2t.' to', '•(1)2.3 mm) 8flO Isioc:. @' Number 01 boIlS ,aouiieC sousis nun'bi of houSino leomenis Metric IhESO silt bolts sit saiIaDIt 1(0101 (00CC pOlO) los fit C0u0Iir,C Itt u0O'. ICOuES. Contact ViCiSulic to, oel8dt twl.RNING: Piping tytitml mutt Sw'S t.f cc o'cs u's;ec sr.c o's.nec OC 'o'e a l;e o.rIir.c cr55 Imbly SOC 'C movai c &r.%,o VIC SUIIC piping proucit. lrn poos.ici 5r.511 b vi.n,jif(I.j'IC .• I'.t.a UIIr Conc.n .LII C.'C'ouCl! 5'.fJJ 55 "it s hc or. 5CC 0105flCt wilt, (Uhf-fl V.C8u1,C ir.5 I8uislOnlE58erflbJy iritiuC hole. lwlau"C 11511W! 1' ""a it (l41pr .nOu(! I(,(5,4fl! 015.00! j..r.su'.ca'c IGulr"!*0! w,Ih(.U! OC'I'Ct 81.0 W,IOOU UIII0 oblçeliorit. O6.O - 2 qb %I FLOW DATA t' (Fiic'tional Resistance) The chart epiesses the bictionaJ tesistance of vanous Vctaulic fittings as ecpxivelentleet of sueig pipe. Fittings not listed can be estimated horn the data given, foi exarnpe, a 22/a© elbow is appioxirnately one-bail the Jesisi.ance of o45°'slboW. Values of mid-sizs can be interpolated. OLD I I Dimension- Fpelimpip, I. DirnensIon. Feelhn.,a Elbows lees Elbows j. Tees 90" Elbows ' 45' Elbows 90' Elbows 45" Etbows - SIZE SIZE Nominal No. 100 No. 110 Nominal Inches No. 10 NO. 100 No. 11 No. 110 J Inches • No. 10 1½ 0 NO. 11 11A P ACIUNI SW. ½ 0 Len SIC. 'A 0 Ion ertua1 SW. Long Std Long mm FldItPZ Iledius Radius Fianch un mm ,Fladius Radius Rdlus R.dus Branch Ru 1 1.7 - 0.8 - 4.2 1.7 - 6 13.0 9.8 6.5 ' 4.0 33.0 33.7 0.5 - 0.2 -. 1.3 0.5 219.1 1.0 3.0 2.0 1.2 10,1 4.( 2 3.5 2.5 1.8 1.1 8.5 '-'jr - 10 17.0 12.0 6.3 5.0 . 41.0 17. 6C).3 1.1 0.8 • 0.5 0.3 2.6 1,1 273.0 5.2 3.7 2.5 1.5 12.5 5J 30.0. 4.3 - 2.1 - 10.8 "Zi' 12 20.0 14.5 10.0 6.0w 50.0 20. 1.3 - 0.7 - 3,3 1,3 323.9 6.1 4.4 3.0 1.5 15.2 6,1 5.0 3.8 2.6 1.6 13.0 5.0 - 14 15.8 a 11.0 70.0 23. 88.5 1.5 12 0.6 o.s 4.0 1.5 355.6 * 4.5 3.4 21.3 7.1 6.4 . 3.2 - 15,3 6T - is 18.0 a 13.0 80.0 27, 108,0 2.0 - 0.9 - 4.7 2.0 4061 * 5.5 I 4.0 24.4 BJ 1 6.8 5.0 3.1 2.1 16.0 .6.8 18 20.0 a 14.0 90.0 -30. 114.3 2.1 . 1.5 1.0 0.6 1.9 2.1 457,2 * 6.1 I 4.3 27.4 e: Y. 0.0. 8.1 - 4.1 - 20.0 8.1 - - 20 * 22.5 0 16.0 100.0 33 133.0 2.6 1.2 - 62 2.6 506.0 6.9 9 i.e ao.a io 5, 0.0.. 8.6 - 42 - 21.0 8.5 21 4 27.0 a 19.0 120.0 40 139.7 2.6 - 1.3 - 6.' 2.6 610.0 * . 8.2 I 5,5 36.6 12. 8.6 - 4.2 - 21.0 E 26 28.0 0 20.5 130.0 - 111,3 2.6 1.3 - 6.4 2.6 660.1 * 8.5 I 6,3 39.6 , 13 6160.D. : 9.4 - .o -.. . 25.0 i' - 30 # 34.0 a 24.0 150.0 "50 159.0 2.9 - 1.5 _: - 7.6 2.9 762.0 10,4 I 7.3 48,7 15 6%0.0 9.6 - 5,0 - 25.0 -•o:i-' 36 * 40.5 a 80 165,1 2.5 - 1.5 - 7.6 3.0 914,1 * 12,3 I 6.7 54.O• 18 6 10.0 7.5 5.0 3.0 25.0 "F' 42 I 47.0 a 33.0 210.0 O HM 70 168,3 3.0 2.3 1.5 0.9 7.6 3.0 1066.6 * 14,3 S lOi 5,4.0 21 1 1rs 8ow os's hsleO Is baseG upon tne p'essu'e oiop Of ScP*ouie 40 pipe. S Co'iasct Vicisubc kx cieleN8. MATERIAL SPECIFICATIONS Fitting: Ductile lion conlotrning to ASTM A'536. 1. Ox: 34- 24.' (355.6- 609,6 mm). lot çed steel. con• lorming to ASTM A-234, Gi. WPB (0.375 wall) .Or: Segmentally welded steel as shown Undet nipples Nipples: (adepte,, swaged & hose) 0 % . 4' (26,7 334,3 mm): Caibon steel. Schedule 40, conloimmg to ASTJ A'53. Type F 05 . 6" (343.3- 368.3 mm): Caibon steel, Schedule 40. corIo:mirip to AETWJ 1. Type E of S. Gi. E 08 32' (239.3 .3239 mm): Cwbon steel. Schedule 40, conloimiig to ASTM A-53. Type £ of 5, Gr. B 0 34 - 24" (355,6- 609,6 mm) Catbon steal. Schedule 40. conloiming to ASTM A-53. Type E of S. Gi. B flanged Adaple) Nipples: (Nipple - see above) 0 Class 325 Flange: Cast non conlormirig to ANSI B-16.3 0 Class 350 Flange: Caibon steel conic, ming to ANSI B-I 6.5 0 Class 300 Flange: Caiborj steel conloiming to ANSI B- 36.5 fitting Coalingi: Ozerige enamel 0 OpiJon.J: Hot dip galvan and othets. Some fittings. plied elecuoplated as stay daid - see pioduct specifications. O7O1-11C No. 51 Approx. EtoE Wgt.Ea. Inches Lbs. mm ke 11.50 14.5 292 6.6 4 .. 4 11.50 14.5 292 6.6 11.50 14.2 292 6.4 5.50d 15.0 140 . 6.8 5.500 . 17.0 140 7.7 5.500 ' 17.0 140 ' 7.7 12.00 26.1 306 11.6 12.3C 305 12.00 305 12.00 305 10.4 152 10.9 13.00 32.0 330, IA.! 4 34.6 15.7 13:00 36.9 330 7.00 21.6 175 9.8 14.06 48.0 356 21.6 14.00 50.0 35€ 22.7 14.06 53.5 356 24.3 14.00 57.0 356 25.9 13.00 60.0 330 272 13.00 60.0 330 27.2 65.0 29.5 330 14.00 73.0 355. 33.1 14.00 73.0 355 32.' 14.00 73.0 356 22.' 14.00 73.0 & L 15.00 91.0 36.1 15.00 91.0 36. 15.00 91.0 38. 15.00 91.0 35' it,Jf COflJ'fli.*C or. 9.,P( No. SIZE Nominal Inches Aclual mm 6X 1 168.3 •( 33.7 X 1½ X 48.3 X2 )' 60.3 X 2½ )C 73.0 X3 )( 88.9 '(4 .X 114.3. X 5 1413 8 X 2½ 219.1 X 73.0 X3 ) 88.9 '(4 )( 114.3 '(5 i'1.3 )( 168.3 10 )( 4 27.3.0 )( 114,3 '(5 )C 111,3 '(6 ) .i6&3 '(-'8 )C219. 12 X 114.3 '(6 )( '66.3 '(5 )( 219.1 '(10 )c 273.0 14 X 6 355.6 ) 168.3 '(8 ) 219.1 '(10 )c 273.0. '(12 )( :23.E- 16 3(6 - '06.' )( 219.1 3( 10 3' 273.0 3( 13 3 323.9 )( 1 3' 366.8 19 )( 1(1 S7.2 3 3(12 'C 339 )( 14 7< 5 >( 1€. >: Approx. Wg. Es. Lbs. kg 5.0 2.3 5.5. 2.5 6.6 3.0 6.4 2.9 6.4 2.9 6.5 2.9 6.4 2.9 - 7.9 3.6 9.3 4.2 10.4 4.6 116 5.4 19.7 8.9 34.3 15.6 20.0 9.1 22.0 10.0 '4.0 20.0 29.0 17.7 65.0 29.6 66.0 29.9 68.0 30.6 73.0 33.1 73.0 33.1 73.0 73.0 91.0 413 91.0 £1.:- 91.0 '13 1. C. 5 to F inches mm 4.00 C 103 4 4.00' ci 102 4.00'C -102 -4.00' C 102 4.000 102 4.000 107 16.00' 105 5.000 12 5.00 C 127 127 6.00 C 152 4 6.000 152 6.000 152 4. 7.00 a 178 7.000 175. 7.000 175 13.00 330 13.00 330 13.00 331- 13.00 14.00 14.00 358 358 14.00 358 16.0C' 16.01 'SOC Concentric/Eccentric Reducers Sieei (ecepI as noted) F i No. 50 No. 51 - SIZE Nominal Approx. Ap E 10 ETwgl. [a. F to F W9I. [a. Inches Inche Lbs. Inches Lbs. ,I.ciu.I in mm kg mm kq 1YX% 1.9 - 42.4 X 25,9 0.9 - Xl 1.9 - - X 33.7 • 0.9 - - 1½X% . 1.4 - - 48.3X26.9 • 0.6 - - X 1 2.50'd 0.8 8.50 4.5 X 33.7 54 0.4 216 2.0 X134 2.50'd 1.0 - - X 42.4 64 0.5 - - 2 X ~ 2.50'-d , 0.9 9.00 2.0 60.3 X 29.9 5' 0.3 229 0.9 X 1 2.50' c 0.7 9.00 2.3 X 33.7 64 03 229 1.0 X 1% 2.50'C 1.2 9.00 4.6 - X 42.4 54 0.5 220 2.1 )( 1½ 2.50' 0 1.0 9.00 4.6 X 48.3 54 0.5 229 2.1 12 4 33 73.0X 0.6 . 1.6 X 3.6 9.50 35 X 1.5 241 1.6 0 12,tJX1.5 C X No #42 3.6 9.50 3.7 X 1.6 711 1,7 X 3.9 9.50 4.3 X 241 2.0 3X 1.5 4 4.5 68.9 )( 0.7 • 2.0 X 0 1.3 9.50 4.9 x 0.6 241 2.2 X 3.0 4.51.' X 0 £1 9.50 5.12.3 x 0 1.6 3.500 6.0 0.7 89 2.7 X 2½ 250' C 1.8 2.500 7.0 ) 73.0 5' 0.5 89 30.0. 2.500 2.1 - - 76.1 64 1.0 3½ )('3 . 2.500 2.0 9.50 7.0 101.6 )88.9 . 64 0.9 241 3.2 '4 X 1 3.00' d 3.0 I 10.00 6.5 114.3 X 33.9 .76 1,4 2b 2.9 )(1Y. 4 4.6 - - )K 42.7 • 2.1 - - X 1½ 10.00 6.9 10.00 8.1 X 48.4 3•1 25 3.7 X 2 3.00' C 2.' 4.000 3.3 )( 603 76 1.1 '02 X 2½ 3.00' 0 73.0 75 If. X 3 3.00'C 3.2 4.000 2.5 )( 88.5 78 1. 10 )C 3½ 3.000 2.9 10.00 )( 101.( 76 13 25' S X 2 4.00 9.0 11.00 141.3 )c 603 162 X 2½ 11.00 11.0 hOC lU 3 '.000 £6 11.01, 2.boo "3 I 5Ci'c 12.0 j )r 11t3 J 55 10) Doc hle ..o , ConJsCl Vi(luhC JO' OkiJ' %uveiibbiF will, mI Ih,I OC rnaJI E"bG NC. 6 5iicccenpn OjCE'I .lDJ( m,c,uot.30 COr.;5C ''léu'C ;ov c"wriz.or. 0i . I rio El I r-EioE Concentric/Eccentric Reducers Steel (ecepI as noted) SIZE Nominal Inches Actual mm E to ( Inches mm No. 50 ppro). Wgt. Ea Lbs. E tOE Inches mm No. 51 App:o. Wot. Ea. Lbs. 20 X 10 20.00 110.0 20.00 177.0 508.0 .X 273.0 .1:' - X 20.00 120.0 2000 720.0 X 323.9 506 . 4.I .IE 544 X' 11. 20.00 149.0 20.00 149.0 )C 67.9 X 16 20.00 120.0 20.00 120.*0 X 406.' 5023 t..i .54.4 )( 16 20.00 136.0 2000. 736.0 ) 457.2 506 61.7 24 X 10 20.00 142.0 20.00 142.0 610.0 X 273.0 50 No. 50 No. 51 sizE Nominal F lo E ApproL Wgt. El. £ toE Appr Wg*. Inches Inches Lbs. • Inches Lb3 cIuI mm miii ails -its 24 )( 12 2000 150.0 20.00 150 610.0 X. 323.9 508. 66.0 506 68 X 14 20.00 162.0 20.00 162 )C 355.6 508 73.5 .• 508 73 )( 16 20.00 162.0 62 )( 406.4 508 73.5 73 X.16 20.00 162.0 62 )( 157.2 508 -. 73.5 lua& 73 X 20 20.00 151.0 90 )( 506.0 506 66.5 r- No. 25 and - No. 29 Reducing Tees (Segmentally welded steel) No. 2$ No. 29 SIZE Sid. wflhd. Stanch Aprz. - Nominal Inches C to C to I Wgt. Es. actual Mm Inchcshnm IncIwlmm LbsiI. 1X1X-I/. 33.7 X 33.7 X 26.9 0.5 1.41YX1 1.3 42.') 42A ) 33.7 • 0.6 : 1½X1WX3. 4 1.5 '2.3 7 '6.3 )( 26.9 - 0.7 • Xi • 1.5 ) 33.7 0.7 X1Y. 4 1.7 42.' 0.6 3.25 C 3.25 C 2.5 60.360.3 X 269 83 1.1 x 1 -.25a 3.25 a 2.7 83 1.2 X1Ya X 42.4 - 0.6 3.250 3.25 3.0 82 83 1. 21AX2WX9 • 3.9 73.0 X 73.0 X 26.9 . - 1.6 X 1 3.750 3.75 3.8 33.7 1,7 X1V. • 4.2 42.' - IS x 1v 3.75 C 3.75o 3.9 'I '6.3 X2 3.75o 3.7 ) 60.3 2.0 3X3X3. - 5.7 62.9 66.9 26.9 - X I I / Pr . or No. 25 "a. 29 No. 25 No. 29 SIZE Std. w/Thd. Branch Apr Nominal Inches C 10 E C to C Wg* Actual mm Inches/mm tnche,Jm,n - Lb& 4X4X. 111.37(111.3 7( 26.9 4 4 . 4 ex 3.6 )( 1 5.000 5.00 0 71 7( 32.7 127 127 3.6 X1Y 7(12.4 4 4 • 9.6 )( i 5.000 5.00 C - 10. 7(48.3 127 127 4.6 - X2 5.000 6.00 Id 11. )C 60.2 127 127 5.1 - )< 2 5.000 5.000 11. )C 73.0 127 in - 3 5.000 5.000 11. >1 86.9 127 127 5.3 - 55X1 111.3)( 141.3 7( 33.7 . 4 *6.4 4 U. 7( 18.3 • 4 * U. 6.6 )( 2 5.50 5.50 U. 7(60.5 140 laO - 6.6 )' 73.0 _____________ 6.6 3 5.500 5.50 7 66.9 140 140 7.6 C' I 5.500 5.50 - 16. 1,:- "0 140 7.8 - 6767(1 7 162.3 7 ! - • - 'C 1• 1 • .1 24.1 I,I)rI 13!4l)I :'i' I l.i1iiT :" :' ':' la l •. I.4 . 4 p..i) ....L .d - - -. ;-4- •_•4.•= .• . 0. 60 Cap No.40,429 43 Nipple .(Steel) 7 To No. 60 No. 42 Grv.>(Bev. rFbdE1 r°-1 - rr No. 43 No. 40 Grit. ) Gry. On,. )( lhd. No. 30 45° Lateral Segmentally welded sleel) CIa I LE I,• '- t\ Clo SE .,. 1 r.menion2 Dimensions - SIZE lncheljmm Ippf0Z. SIZE Inches/mm Appiom. Nominal WgI. La. 1. Nominal W911. La. Inches Lbs. Inches Lbs. Actual mm C to IL C to SE . 1c1ul mm C to IL C to SE kg 3 . &50 2.00. 1.0 6 14.00 4.50 43.1$ 26.9 51 0.5 168.3 356 114 IIft 1 5.00 2.25 1.7 6½ O.D. 14.00 4.50 43.6 33.7 127 57 O 165.1 358 111 1Y. 5.75 2.50.... 2.5 C .6 18.00 6.00 72.0 12.4 . 219.1 . 457 .152 32.7 1½ 6.25 2.75 3.5 10 .20.50 6.50 105.0 18.2 155 70 1.6 273.0 $21 . 165 47.6 2 7.00 2.75 4.6 c . . 23.00 7.00 165.0 60.3 176 70 2.1 323.9 584 1T6. 74.8 2½ 7.75 3.00 9.0 - 14. 26.50 7.50 21 6.0 73.0 197 76 4.1. 355.6 673 191 1252 30.0. 8.50 3.25 11.0. 16 29.00 8.00 3442 76.' 216 83 5.0 '06.4 737 203 . 1561 3 8.50 3.25 11.7d - 18 32.00 8.50 429.0 88.9 216 83 5.1 157.2 813 216 191.9 31h 10.00 3.50 17..8. .20 35.00 9()() 500.0 101.6 25' 69 8.1 508.0 . 689 229 226.6 4 10.50 3.75 22.2 C . 2' 40.00 . 10.00 .7 150 114.3 267 95 10.1 610.0 1016 254 324,3 I 12.50 4.00 21.8 111.3 318 . 1 9.9 Ia) Ductile fl1. No. 60 No. 40, 42, 43 * No. 60 No, 40, 42, 43 4 Cap' Nipple (Steel) Cap' Nipple (Steel) Thick. Aprz. Apra. SIZE ihicli. /pra. . .Apra. SIZE Nominal 1 WI. Em. E to E Wal. Em. Nominal I Wgl. Es. F to F Wgt. Es. Inches Inches Lbs. Inches Lbs. Inches Inches Lbs. Inches Lbs. CIupI mm mm kg mm kç F.cluI mm mm . ke miii Ixg 0.88 0.2 3.00 0.3 .514 O.D. 1.00 4.5 26.9 22 0.1 76 0.1 133.0 25 2.0 0.88 0.3 3.00 0.' 51A O.D. 1.00 4.5 - 33.7 22 0.1 76 0.2 139.7 25 2.0 - 1Y. 0.86 0.3 .00 0.8 6 1.00 6.1 6.00 9.5 22 0.1 102 0.' 162.3 25 - 2.6 152 4.3 1½ 0.88 0.5 0.00 . 0.9 6140.0. 1.00 .6.8 - - 22 0.2 10 0.1 159.0 25 31 2 0.88 0.6 4.00 1.2 6116 O.D. 1.00 7.3 - - 602 22 02 102 02 165.1 25 3.3 - 2½ 0.88 1.0 4.00 1.9 8 1.19 3.1 6.00 142 73.0 22 0.5 107 0.9 719.1 30 5.9 152 6.' 30.0. 0.88 1.2 - 10 1.25 21.0 8.00 27.0 76.1 22 0.5 . - 273.0 22 9.5 703 12.2 3 0.86 1.2 '.00 2.5 1 1.25 35.6 8.00 33.0 82.9 27 0.5 107 11 323.9 12.2 203 15.0 3½ 0.86 2.5 4.00 2.1 14 9.50 ' - - 101.1 27 1.1 10 0.9 1.00 2.5 6.006. 5 16 10.00 111.3 25 1.1 is; 2.5 005.' 25' '140.0. 1.00 2.3 - - 16 11.00 '01.0 2 I.C. . - '57. 275 - 4½ 1.00 2.5 - - 20 12.00 - 11 . - J 502.1 . - 5. 1.00 '.6 £00 T. iO IutT1 i-5(ep Npl*.i wilt. 1W "13 n,n.) r,it c,.,i ,, Styli e: V,C.Lf Of Slyl 1 ViC-U-WlI I Cue Et tpeci5l Ni. £(j £ Of '3 r.pplt D"csi Soc 'ioIl Nr, &7-H 0 on oost. 1,J01( ' . 1 1114.3 . 373.9 .) ogrnmie, . 6 1719.1 Mn m.n,rnum ei.ria,r, 'eouic 6- tsbi, wt. Ei..ot. 5snos.o F,pf 1 h.'C.' 1Df-C its 65r cliStiv or, 0101 0it. ksIStli Ir,CuOl, 4€0'-1 nn., c (riSc I vocijuitc NC. 50 csc' r.c_.; u.56'I lo, us-* or, sscui.,rr. €'sic. w,t$-. 5i.i.• 7 C 7!A, c 0uP1'Op NC. 11 bull PiuçI I I10UlC 4 l.OIC (Ductile iron) . II Fittings rcboE*: C to to E i c rnF* I-ct - -f C 10 E 4 No. 10 No.11 No. 12 No. 13 . No. 20 No. 35 90' Elbow 45' Elbow 22½' Elbow 11W Elbow 1.. Croer SIZE Apnl. Ap Nominal Apr Apr. AprL Inches doE Wgt.EL CtoE W91. Ea CtoE W9I.Ea. CtoE wgtEe. doE WLE& CtoE wpt Actual Inches Lbs. . Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbi Inches U mm kg mm kg mm kg mm kg mm mm 225 0.5 1.50 0.5 1.63sw -• 1.38 sw - 225 0.6 225 0 26.9 51 0.2 38 0,2 dl - - 35 - 57 0.3 57 0 1 2.25 0.6 1.75 0.6 3.25@ 0.6 1.386w 0.3 225 1.0 225 1 33.7 .57 0,3 " 0.3 83 0.3 35 o.i 57 0.5 57 0 1~ 2.75 1.0 1.75 0.9 1.75 0.8 1.38 5W 0.5 275 1.5 2.75. 2 42.4 o. 0.2 70 0.7_ 1.0 1 1½ 2.75 . 12 1.75 0.9 1.75 0.8 1.38 sw 0.5 2.75 - 2.0 . 2.75 .2 '8.2 70 0.5 44 0.1 0.4 35 0.2 70 0.8 70 . I 2 3.25 1.8 2.00 1.3 3.750 1.4 1.38 - 1.0 3.25 3.0 3.25 3 60.3 83 0.8 51 0.6 95 0.6 35 0.5 83 IA 83 1 256 3.75 3.2 2.25 2.2 4.000 2.3 1.50 - 1.1 3.75 4.3. 3.75 -6 73.0 95 1,5 57 1,0 102 1.0 38 0.5 95 2.0 . 95 . 2 3 O.Q. 3.75 3.7 2.25 3. - - - - 3.75 52 - 76.1 95 LI / .5 Q'.__ - - 3 4.2 4.5 2.50 3.1 4.500 3.1 1.50 2.1 4.25 - 6.8 4.25 11 66.9 108 2.0 64 1.4 114 1.' 38 1,0 108 3.0 .108 4 3½ 4.50 5.6 2.75 4.3 2.50sw 4.0 - 1.75sw - 2.7 4.505w 7.9 4.50 1' 101,6 III 2.5 70 2.0 6' 1.8 1,7 114 3.5 114 8 .4 5.00 7.1 3.00 5.6 2.88 5.6 1.75 - 3.6 5.00 11.9 5.00 ii 114,3 127 3.2 76 7.6 73 2.5 44 1.8 127 5,4 127 7 4VaO.D. 5.00 11.0 3.00 £6 - - -, - 5.00 15.5 - - 108,0 127 5.0 76 2.5 - - ________ 127 7.0 - 4½ 5.25 SW 10.0 3.13iw 6.0 3.50 6.6 1.86 --W - 4.2 5.25 sw 15.0 5.25 ii 127,0 133 ' 7 7.7 89 3.0 '8 1.9 133 6,5 133 8 5 5.50 11.7 3.25 8.3 2.88 sw 7.8 2.00 sw - 5.0 5.50 17.8 5.50 21 141,2 140 5.3 83 3.2 7 3.5 Si - 2.2 140 8.1 140 5 5'40,0. 5.50 11.7 5.25 8.5 - - - - 5.50 17.5 - 133, 140 5.2 83 . 3.8 . - - 140 8.1 - 5.50 11.7 3.25 8.3 - - - - £50 17.8 - - 139,7 "0 5.2 83 3.8 - - - 140 - 5.1 - 6 6.50 17.2 3.50 10.6 6.250' 12.2 2.00 - 7.0 6.50 257 6.50 21 '68,2 165 7.8 89 '.9 159 5.1 3.2 '66 1.3 186 it 6Y.0.D. . 6.50 18.6 5.50 10.5 - - - - . 6.50 - 27.1 - 169,9 . 168 6.' 89 .g - - - 165 12.3 - 6½0.D. 1.6.50 15.5 3.50 9.5 3.13 11.4 2.00 7.4 6.50 22.0 6.50 21 165.1 . .168 7.0 89 79 5,2 5' 3.' 165 10,0 166 It 8 7.75 29.9 4.25 20.4 7.750' 20.0 2.00 10.1 7.75 47.6 7.75. Al 219,1 197 13.8 106 P. .197 9.1 5' - '.6 - 197 - 21.6 -197 2 10 9.00 65.3 4.75 37.5 4.36 sw 30.0 2.13 sw 11.5 9.00 99.0 9.00 12 272.0 226 22.7 -'2, 17. • lii 13.1. s' 229 44.5 5 12 10.00 74.0 5.25 66.7 '.86w 0.0 2.25sw 29.3 10.00 133.0 10.00 'Il 323.9 25' 33.6 133 30.2 12' 18.1 57 - 13,2 25' 60.3 254 4! 11* 21.00 164.0 8.75 62.0 5.00 sw '6.0 2.50sw 32.0 11:0Osw 151.0 11.00 19 365.6 533 7.z J 222 37.2 177 20$ 55- 1'. - 279 68.6 279 8! 16* 24.00 210.0 I 10.00 I 100.0 5.00w 55.0 '.00sw 42.0 12.00sw 168.0 12.00 25 '06.' 610 95.2 J 25' 127 26.2 1Q7 19.1 305 - 85.3 305 11 15* _273.0 I_11.25 _'.50sw I_53.2_I 15.50sw 263.0 15.50 35 '57.2 _27.00 681. '2L4 _( _135.0 _5.50w__65.0 "0 29. . 1, 7'.1 29' 119.3 39' 15 20* 30.00 343.0 12.50 14.c I £.00w I "IF E . &0tjcw I 65.0 17.255w 339.0 .17.25 5 506.0 71.2 155.1 311 7fi- I 38.1 17 j 75-.! '36 163.5 '36 20 2t 36.00 516.0 1501 I ?51j; 7.001w 1 1O.O 6.001w 60.0 20.00 SW 473.0 20.00 79 I L J hI j - (. • ,. 506 2146 505 36 P i • o . isss - mn) bo., I< . c W. & ior, Iooc It-*I POOWZ NC. 100 sr.0 C 110. Sfrt P94 8. F os 1D 'wiu cIDOw1 COnI6CI CIU'C Iw) SO'*rnH)' WfIOC lf S 600nc o.pr.. enC-IC-ErC joined pipe ends and, in the neck of the outlet. A steel ring insert reinforces the neck opening. The outlet can be prepared for grooved, female threaded or male threaded connections. NOTE: Style 72 couplings are primarily intended for use when flow is out from the outlet. Flow into the outlet should not exceed 7 ft./sec. Style 72 Outlet couplings are not recommended for vacuum service. NOTE: Style 72 Outlet cou- plings are designed for application to pipe and may require additional factory prepaiati6n4or use with fit- tings. For installation onto fittings contact Victaulic DIMENSIONS \~c tauIic®. An 9001 certified company Style 72 Outlet Couplings PRODUCT DESCRIPTION a Style 72 Outlet couplings are designed to serve as a joining device providing an integral reducing outlet. The coupling housing and gasket are wider than stan- dard grooved couplings, providing space for the out- let area. When used on other than standard With Grooved Outlet grooved pipe, contact Vic- taulic for recommenda- tions. The outlet gasket is designed to seal on the With Female Threaded Outlet Nominal Size Max. Allow. Coupling Dimensions Aprx. Run X Red. Outlet Work Press Pipe Endt Bolt/Nut Wgt Es. V§ I x I Y I z FP Gr/MPT PSI* kPa Sep. In. mm No.-Size Inches Inches millimeters Lbs. kg Inches/mm 1½ X 1/2 - 500 0.75-0.88 2.06 2.63 2.94 4.50 2.75 1.4 40 X 15 - 3450 19-22 2-%X2 52 67 75 114 70 0.6 X 3/4 - 500 0.75-0.88 2-%x2 206 2.63 2.94 450 215 1.4 )( 20 - 3450 19-22 52 67 75 114 70 0.6 X 1 - 500 0.75-0.88 1.94 263 294 4.50 215 1.4 X 25 - 3450 19-22 2-%X2 49 67 75 114 70 0.6 2 X 1h - 500 0.81-0.88 2-%X2 2.47 3.03 3.38 5.00 215 3.5 50 X 15 - 3450 20-22 63 77 86 127 70 1.6 X 3/4 - 500 0.81-0.88 2-%X2 2.47 3.03 38 5.00 2.75 2.5 X 20 - 3450 20.22 63 77 86 127 70 1.1 X 1 1 500 0.81-0.88 2.34 3.03 3.38 5.00 2.75 2.5 X 25 25 3450 20-22 2-%X2 60 77 86 127 70 1.1 21h X 1h - 500 0.81-0.88 256 3.13 388 6.00 2.75 4.5 65 X 15 - 3450 20-22 2- 1/2 X ' 65 79 98 152 70 2.0 )( F4 - 500 0.81-0.88 2-½X23/4 256 3.13 3.88 6.00 215 4.6 X 20 - 3450 20-22 65 79 98 152 70 2.1 X 1 - 500 0.81-0.88 2 - ½)( 244 3.13 3.88 6.00 2.75 4.6 X 25 - 3450 20-22 62 79 98 152 70 2.1 X 1¼ - 500 1.25-1.50 2-%X31/4 3.00 369 406 6.8 3.25 5.0 X32 - 3450 32-38 76 94 103 175 83 2.3 X - 1½ 500 1.25-1.50 2-%X31/4 : 69 4.06 88 3.25 5.0 - 40 3450 32-38 94 103 175 83 2.3 lOUPt bvrflhl IuU oil payet §, #, ** Refer to notes on page 2. * Refer to notes on page 4. Victaulic Company of America • P.O. Box 31, Easton, PA 18044-0031 • 4901 KesslersviBe Rd., Easton, PA 18040 • 610/559-3300 • FAX: 610/250-8817 • www.victaulic.com 1660 Rev.A 11196 0 Registered Trademark Victaufic Company of America 0 Copyright 1996 Victautic Company of America Printed in U.S.A. DIMENSIONS STYLE 72 FEMALE THREADED OUTLET 06.10-35 Nominal Size CV Inches/millimeters GPM/LPM ½ 5 15 . 19 3/4 15 20 57 1 25 25 95 1¼ 40 32 151 1½ 60 40 227 Q(GPM) = Cv x..J(PSI) e to ; Nominal Size Run X Red. Outlet Max. Work Press PSI* Allow. Pipe Endt Sep. In. Bolt/Nut No.-Size Coupling Dimensions Aprx. Wgt. Lbs. FPT I Gr/MPT T** V§ I X I '' Z Inches Inches/mm kPa mm Inches millimeters kg 3 X 3/4 80 X 20 - -. 500 3450 0.50-0.63 13-16 2- /aX2h 2.75 70 3.31 84 4.50 114 7.00 178 2.38 60 3.4 1.5 X - X - 1 25 500 3450 0.50-0.63 13-16 2-/2X21h - - - 3.31 84 4.50 114 7.00 178 2.38 60 7.0 3.2 X 1 X 25 - - 500 3450 1.25-1.50 32-38 2-%X3/4 4.06 103 4.75 121 4.75 121 8.00 203 3.25 83 7.0 32 X - - 1½ 40 500 3450 1.25-1.50 32-38 2-%X3/4 - - 4.25 121 4.75 121 8.00 203 3.25 83 7.0 3.2 4 X 3/4 100 X 20 - - 500 3450 0.44-0.63 11-16 2-½ X 21 3.25 83 3.81 97 5.69 145 8.38 213 2.50 64 6.8 3.1 X - X - 1 25 500 3450 0.44-0.63 11-16 1 1 2-h X2h - 3.81 97 5.69 145 8.38 213 2.50 64. 6.8 3.1 X 1½ X 40 -. - 400 2750 1.63-1.81 41-46 2-,%X34 3.91 99 4.59 117 6.13 156 9.00 229 3.69 94 11.4 5.2 X - X - 2 50 400 2750 1.63-1.81 41-46 2-%X3/4 - - 4.59 117 6.13 156 9.00 229 3.69 94 11.4 5.2 6 X 1 150 X 25 - - 400 2750 1.63-1.81 41-46 2-3/4 X4¼ 6.19 157 6.88 175 8.13 206 12.00 305 3.69 94 18.0 8.2 X 1½ X 40 - - 400 2750 1.63-1.81 41-46 2-~X4/4 6.19 157 6.88 175 8.13 206 12.00 305 3.69 94 18.0 8.2 X - X - 2 50 400 2750 1.63-1.81 41-46 1 2-~X4/4 - - 6.06 154 8.13 206 12.00 305 3.69 94 18.0 8.2 u. - Neler to notes on page 4. No. 60 Cap is not for use in vacuum services with Style 72 or 750 couplings. No. 61 Bull Plug should be used. § Center of run to end of fittings. 4 Female threaded; grooved end 2.5 lbs. (1.3 kg) Center of run to be engaged pipe end. Female threaded outlet only (dimensions approximate). @ Number of bolts equals number of housing segments. PERFORMANCE Values for flow of water at +60iF (+16jC) for I PSI (6.9 kPa) pressure dop in Gallons per Minute (Liters per Minute.) Formulas for C., Values: AP (PSI) = 2 (GPM2/C Value Squared) cv STYLE 72 MALE THREADED/GROOVED OUTLET 06. 10-2A Nominal Size CV Inches/millimeters GPM/LPM 1 12 25 45 1½ 72 40 273 2 130 50 492 06.10-2 6.0 5.0 4.0 3.0 U) 2.0 0. 0 0 1.0 w 0.7 06 U) w 0.5 Cc 0.4 0.3 0.2 FLOW CHARACTERISTICS STYLE 72. Male Threaded Outlet 6.0 5.0 4.0 3.0 2.0 0. 0 cc o 1.0 Uj 0.9 cc 08 0.7 0.6 UJ 0.5 cc OA0. 0.3 0.2 FLOW OF WATER L AT 65°F (18°C) 0.1 2 3 4 6 8 10 20 30 40 60 100 200 400 600 1,000 80 300 800 FLOW THROUGH BRANCH OUTLET- USGPM *Frictional losses through branch only. Velocity losses are not included STYLE 72 - Female Threaded Outlet FLOW OF WATER A•UIVA•UiuIH __IIilhIii!ii11111111 IIIIPl !1W41!dIV •IIIIIII .uinr' VAN W4IPI V•UUIII p'i....w VWAV4EIU__ W4.UIIIV ra•u1p4Aw1a11111 auIIMa!rAuIIflI •uuiiuii rjIIiIN,iflhIII_•iiiuiii EiI!iIJ!i1IIIIIII 11111111 0.1 2 3 4 6 8 10 20 30 40 60 100 200 400 600 1,000 80 300 600 FLOW THROUGH BRANCH OUTLET - USGPM 'Frictional losses through branch only. Velocity losses are not included 06.10-3 MATERIAL SPECIFICATIONS Housing: Ductile lion conform- ing to ASTM A-536. Housing Coating: Orange enamel U Optional: Hot dipped galva- nized and others Gasket: (Specify choice*): U Grade "E" EPDM EPDM (Green color code). Temperature range —30°F to +230°F (-34°C to +110°C). Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemi- cal services. UL classified in accordance with ANSI/NSF 61 for cold (30°C) and hot (82°C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. O Grade "T" nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F (-29°C to +82°C). Rec- ommended for petroleum products, air with oil-vapors, vegetable and mineral oils within the specified tempera- ture range. Not recom- mended for hot water services over +150°F (+66°C) or for hot dry air over +140°F (+60°C). Services listed are General Ser- vice Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Refer- ence should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommenda- tions and for a listing of services which are not recommended. Bolts/Nuts: Heat treated car- bon steel, track-head, conform- ing to physical properties of ASTM A-183 minimum tensile 110,000 PSI. Zinc plated to ASTM B-633. Gasket Neck Insert: Carbon steel, electroplated. 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 accor- dance 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 11h times the figures shown. Allowable Pipe End Separation figures show the maximum nominal range of movement available at each joint for standard roll and cut grooved pipe. These figures are maximums; for design and installation purposes the available movement (max. sep. - mm. Sep.) should be reduced by: 50% f0r3/4 - 3½' (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: Piping systems must always be depressurized and drained before attempting disassembly and removal of any Victaulic piping products. This product shall be manufactured by Victaulic Company. All products shall 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. 06.10-4 \J1'taUIiC An 69001 certified company PRODUCT DESCRIPTION rl tEX Style 073 FireLock Outlet Coupling FireLock Outlet coupling Style 073 has a unique, pat- ented angle-pad design which allows the housing to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. This rigidity is particularly used for fast, easy assembly of Early Suppression Fast Response (ESFR) and Extra Large Orifice (ELO) sys- tems frequently used for warehouse storage protec- tion. A new gasket design eases installation and the angle- pad housing allows swing- over assembly. The gasket is designed to seal on the joined pipe ends and around the outlet. A steel insert reinforces the gasket at the outlet. Style 073 Outlet couplings are not recommended for vacuum service. Patented DIMENSIONS FWII1 .1_lup frl!J pull 10.12-lA Max. Allow. Pipe End Coupling Dimensions - Inches/mm Aprx. I J Nominal Work. Sep. f Bolt/Nut I Wgt. Size Press. * No. Size Take Out Each lnimm PSI/kPa lnJmm Inches T V X Y Z Lbs.hcg 2½ X 3/4 175 0.63 2.48 3.03 J 3.88 5.58 2.44 3.1 65 X 20 1200 16 2 - 3A X 2/s 63 77 99 142 62 1.4 bee notes on page iu.i -. Style 073 Outlet couplings are not recommended for vacuum services. Do not use Style 073 Outlet couplings with beveled pipe. No. 006 caps or No. 60 caps. § Center of run to end of fitting. "Center of run to the engaged pipe end. (dimensions approximate). Victaulic Company of America • P.O. Box 31, Easton, PA 18044-0031 • 4901 Kesslersville Rd., Easton, PA 18040 • 610/559-3300 • FAX: 610/250-8817 1430 Rev.A 9/96 0 Registered Trademark Victaulic Company of America 0 Copyright 1996 Victaulic Company of America Primed in U.S.A. MATERIAL SPECIFICATIONS Metal Gasket Insert Gasket Angle Pad Contact Offset Offset Housing: Ductile iron conform- ing to ASTM A-536. Housing Coating: Orange enamel Gasket: U Grade "E" EPDM - Type A EPDM (Violet color code). FireLock outlet coupling has been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services to 175 PSI (1200 kPa) using the Grade "E".- Type A gasket. UL classified in accordance with ANSI/NSF 61 for potable water service. Bolts/Nuts: Heat treated car- bon steel, track-head conform- ing to physical properties of ASTM A-183 minimum tensile 110,000 PSI (758340 kPa). Gasket Neck Insert: Carbon steel, electroplated. PERFORMANCE Formulas for C, Values: .P (PSI) = —i (GPM2lCv Value Squared) C Q(GPM) = Cv x.,j(PSJ) FLOW DATA For Run-to-Outlet Flow Ifl 1A Nom. Size I Equivalent I I lnimm I Feet/meter of Pipe CV I 2½X-Y4 I 4.4 15.0 65 X 20 1.34 NOTES * Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roil or cut grooved in accor- dance 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 11h times the figures shown. t For field installation only. Style 073 Outlet couplings are essentially rigid and do not permit expansion/contraction. Number of bolts required equals number of housing segments. WARNING: Piping systems must always be depressurized and drained before attempting disassembly and removal of any Victaulic piping products. This product shall be manufactured by Viclaulic Company. All products shall 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. 10.12-2 'ig. 2 - Adjustable Band Hanger Fig. 2NFPA - Adjustable Band Hanger with Reduced Rod ®t®. Size Range - Size 21h' lhrLl 4' 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' Laboralories Lised in the USA (UL) and Canada (cUL). Factory Mutual Engineering approved. Conforms to Federal Specification WW-1-1-171E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Finish - Pie-Galvanized Note - Available in Stainless Steel materials. Order By - Figure number, pipe size and material Dimensions Weights. Max.Pipe Rec. Approx WtJiOO 512e Rod size A B .0 Load Lbs. Fig,2 Fig. 2NFPA 21/, 1/2' 5'/. 4% 1'!. 600 41 40 3 1/2' 6 4'I, iv. 600 45 43 31I, 1l? 73/8 51/4 21/8 600 52 50 4 - 7'/, 5 VI, 1000 59 56 5 5/6" 9 61, 21/. 1250 97 95 6 3/4' 93/1 6'/ 1111 1250 139 105 3/8' nut kused when NFPA ioci sizing is requested. 1/2' nut is used when NFP.A rod sizing is requesled. Wfig. 200- "lriniline" Adjuslable Band Hanger Size flange - 1/2'thrU 8' pipe Male, lal -Carbon Sleet, Mil. Galvanized to G90 specifications Function - For lire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features - (1/2' lhru 2') Flared edges ease installation for / • ll\\ ( I • I II all pipe types and proteCt CPVC plastic pipe from B abrasion. Captured design keeps adjusting nut from separaling.wilh hanger. Hanger is easily .-... A installed around pipe. (21/2* thru Bo. Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. S Approvals Underwriters LdboraiorIec listed (1/2 thru 8') in the USA (UL) and Canada (cUL) for steel 1121 HR02 INCH PIPE 2 112 THRU 8 INCH PIPE and CPVC plastic pipe and Factory Mutual Engineering -Apptoved--(/4' thru8C0fltOrn4gFed€l___________________________________________________________ Specifications WW-H-171E, Type 10 and Manulaclurers Standardization Society SP-69, Type 10. Maimum Temperature - 650°F Finish - Mil. Galvanized. For Stainless Sleet materi- als, order TOLCO'TM Fig. 200WON. Order By - Figure number and pipe size Dimensions. Weights Pipe Rod Size Max. Rec. Appro. Sire Inch Mljc A B Load Lbs. Length 1/2 3/8 8mm or 10mm 3'/, 211, 400 11 314 3/6 8mm or 10mm 311, 2'/ 400 11 1 3/6 6mm or 10mm 3I1 2V, 400 12 3/8 6mm or 10mm 33/i 2/, 400 13 3/8 6mm or 10mm 31/1 2'/, 400 14 2 3/6 6mm or 10mm 4": 3 400 15 27: 3/8 10mm 5/1 4'/, 600 27 - 3 3/6 10mm 5V, 4 600 29 3/6 10mm 7I, 5'/. 600 34 4 3/6 10mm 7./ 1000 35 ii 12mm 9'/4 LV. 1250 66 E. 11 12mm 101/, 6/ 1250 73 12mm 13/, E/. 1250 136 S i.... • n.nr.. (L • • la, 9O1.O3( Fig. 25 - Surge Restrainer Size Range - One size Ills 3/4' thru 2' pipe. Material - Sleet Function - Designed to be Used in Conjunction with TOLCO 7M Band Hangers 10 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 10 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 resiraineithér sleelpipe.or CPVC plaslic Pipe. Approvals .- Underwriters' Laboratories Listed Qfl!Y when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and Canada (clii). Finish - Pre-Galvani2ed Order By— Figure number and TOLCO band hanger, size from 3/4' thru 2'. Patent #5,344,708 . LZ L i- NI !• /.' \ I: I.. \ DP7.( • /).4, i.ij I , • ..., . ,.r.,. (J C2F7. • P,. 9O 7E' • I- 0- P.. Fig. 65 and Fig. 66 Reversible C-Type Beam Clamps 3/4" and 1'I4" Throat Openings 110 Size Range - (Fig: 65 and Fig. 66) 3/80, 1/2' and 5/8' rod Material - Carbon Steel with hardened cup point set screw and jam htrl Function - Recommended for hanging from steel beam where flange thickness does not exceed 3/4' (Fig. 65) or 1 'I' (Fig. 66). Features - All steel construction eliminates structural deficien- cies associated with casting type beam clamps. May be used on top or bottom flange of the beam. (Beveled lip allows hanging from lop flange where clearance is limited.) May be installed with set screw in up or down position. Oflset design permits unlimited rod adjusimeniby allowing the rod 10 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 WWH.171E, Type 23 and 14ii1actui ers 51iidat dl2atiohsocely P61ype 19. Lceeds requirements of the National Fire Protection Association (NFPA), Pamphlet 13, 3/8' rod will support 1/2' lhru .4' pipe, 1/2' tori will supporl 1/2' lhru 8' pipe. 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 Ma,.Rec. .Appto,i. A 8 C 0 E F Load Lbs' Wt./100 3/8 3/4 1 7/16 1 610 28 1/2 i'/, 3/4 1 9/16 1'i. 1130 55 5/8 i'I; 3/4 1 9/16 17. 1130 55 10EdS br clamp with set screw in up or down poi1ion. Dimensions • Weights Rod Size Ma. Rec. Appro. A 8 C 0 F F toad lbs.' Wt./100 3/8 i/,. 17. 1 711€. 1 610 26 1/2 t'/; 1'!. 1 911€. 1'I. 1130 5/6 1Y: 11. 911€. 1 '1. 1130 Ma. loads br clamp with W sc:ew in up o: down poiiion. B 17, E (te/Mnuiiu,,n Ic,i.n. • . Lo.c,r. CL • F?,: EC'.i - li,: 0330 Clamp IRelaining Strap Size Range - 3/8' ihru 7/8' rod by 4' thru 16' length.' Function - To oiler 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 slrap be held lightly and securely to all component parts of the assembly. TherefOre a locking mech- anism of some kind such as a hex nut or the beveled locking slot on the TOLC'M 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 Stale of California Office of Stalewide Health Planning and Development (OSHPD). Finish - Pre-Galvanized ' oir13yFiguieiiumer. type, ei511rB and rod size %being used with beam c1amp Note - Minimum relum on Strap: t'. Dimensions . Weights lype Rod Size A Hole Size 1 3/8 7/16 Specify 112 9/16 Specity 2 ' 5/6 11/1k Specify 314 13/16 Specify 3 3/8-7/15 , Specify Specify Longer leriplhs are available, consult taclory. Fig. 70R Dimensions 'Weights Rod. MaxRec. Approx. Size Length Load [br. W1J100 3/81/4 7/8 240 4 1/2 x 3/8 10/ 610 7 5/8 1/2 2/, 1130 14 3/4 x 5/8 2'!. 1810 21 7/8 3/4 2'/, 2710 40 I FIG. 70R FIG. 70S I i'.;. I U Fig. 705/Fig. 71 Dimensions Weights Rod Ma Rec. Appro. Si2f Length Load Lbs. WtiiO0 WE .19!1 610 4 1/2 1'/. 1130 6 Fig. 70 - Steel Rod Coupling Fig. 7013 - Steel Reducing Rod Coupling Fig. 70S - Short Pt1ern Steel Rod Coupling Fig. 71.- Steel Window Rod Coupling Size Range-1/4'lhrui'h'rod Material - Carbon Steel. Function -. Used br coupling two threaded rods together of equal or reduced rod sizes, with or without inspection hole.. Finish.— Electro-Galvanized Note - Available in HOG finish or Stainless Steel materials. Fig. 70 Dimensions ' Weights Rod Max Rec. Approx. Size • Length Load Lbs. WtJiO0 1/4 7/8 240 2 -. 3/8 11. 610 11. 1/2 1/m 1130 11 ' 5 /8 2% .1810 is 3/4 2'/. 2710. 27 7/8 2'!, 3770 57 1 2/ 4960 70 V/.'. 11/,* - Consult taclory for specifications S I I.., .l,is • .. • ,.,_ (L • P. W! • be,: Fig. 98 -, Rod Stiffener Size Range - Secures 3/8° thru.7/8° hanger rod Material - Carbon Steel Function - Secures channel 10 hanger rod br verlical seismic bracing: Finish - Electro Galvanized Note - Available in HDG finish or Stainless Steel materials. Order By - Figure number Fig. 99 - All Thread Rod Cut to Length Size Range - Secures 318° thru 7/8° rod in 1' increments Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Eleclro-Galv.ani2eci and HDG finish or Stainless Sleet materials. length and finish Fig. 100 - All Thread Rod Full Lengths Dimensions. Weights Rod Max. Rec. Load Lbs, Size For Service Temps 650F 750°F 3/8 610 540 1/2 1130 1010 5/8 1810 . 1610 3/4 2710 2420 7/8 3770 3360 Size Range - Secures 3/8° lhru 7/8° rod in 10' lengths Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvani2ed and HDG finish or Stainless Steel materials. Cider By - figure number, rod diameter and finish Dimensions ' Weights MaxRec. Load Lbs. Rod For Service lemps Appro. Size 650°F 750°F WIJiOO 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 3770 3360 169 1 4960 4420 222 V. 8000 7140 360 11 1 h 11630 10370 . 510 Th,i I .lny 41'. Pr. 9.% • Size Range - Sizel/4' thru 1'/ Material - Carbon Sleet Finish-Plain Note - Available in EleC1rO-Galvani2ed and HOG finish or Stainless Sleet materials. Order By - Figure number size and finish Size Range - Si2el/4' thru 1W Material- Carbon Steel Finish - Plain Note - Available in Eleclro-Galvanized and HOG fink or Stainless Steel materials; Dimensions Weights Dimensions' Weights Width Width Width - Width Rod' Across Across Approx. Across Points Rod Across Approx. Size Flats Points Thickness WIJiOO Size Flats Thickness 1/4 7/16 112 7/32 .7 1/4 1/2 37/64 15/64 12 5/16 1/2 37/64 17/64 1.1 5/16 9/16 21/32 19/64 1.7 3/8 9/16 21/32 21/64 1.6 - 3/8 11/16 51/64 23/64 . 31 -&84 1j 5/8 3M 15/16 1 /6 7,i6 35/84 73 1/2 5/8 7,8 VI,. 11. 1",.. 1/b4 39/64 6.5 120 3/4 1'!. 1','. 41/64 12.0 3/4 1'/. 1 "I.. 47/64 19.0 - 7/8 1/0 1/.. 3/4 19 7/8 V/u 111/w 55/64 30.0 1 1'!, VI. 55/64 28.0 1 Vi. 1',. 63164 43.0 'i'l. 1,1. 2'1.. 11/1 54.0 11/. 2 25/,. 1116 79.0 li/I I- 21/. 2"I. 1'/x 94.0 11/ 2/ 2/. 1''1. 131.0 Fig. 115 - Flat Washer Size Range- Si2el/4' lhru l"/;" Male, lal - Carbon Steel Finish - Plain Note - Available in Eleciro-Galvanized and HDG finish or Stainless Steel materials. Order By -figure number size and finish Fig. 117 - Lock Washer Size Range - Si2el/4' lhru 3/4' bolt Material - Carbon Steel Finish - Plain' Note - Available in EleclroGalvanjzèd and HDG finish or Stainless Steel materials. Order By - Figure number size and finish DimensionsWeights Dimensions • Weights gu*EideDin1eJeI__App:oWLI1jJD..._ .Rod..Size... Outside Diameter -Approx. Wtjoo_.... 1/4 3/ .7 3/6 11/16 .6 5/16 1 1.5 1/2 7/6 1.3 3/6 1/1 3.9 5/6 11I.. 1/2 1h 7.7 1'1. 26.0 39.0 Oflu,/Mnu1ar,.,,,n, I(II.n• . ..u. fi E2F7 . P?. 90' L, fl(. Takes the Nit @US to the ..X-7)en,e ,) APPROVED LISTED CPVC1-l!2: r: 020957 SWG 10 X CPVC 1-112 300 1.5 20 2112 850 15 4 8068925 GSI 20S5 X 2-1/2 850 1.5 4 8009925 GST 25-380 X 4 1500 1.5 X 3-1/24 1500 1.5 8021957 SWG 20 X 2-1/2-3 1250 1.5 o b .X 2112 12 1.5 . - . ................. . . . - . 8139957 SHGST20 X 3 1050 1.5 X 4 1475 1.5 T. 9 150 i. 15 M5,; RK UL iltl p 4 1500 035 . 1050 8037957 OSTR 1-112 X 4 1500 .035 X 4 1475 .1050 .4 1500 037 so 8045957 DST 516 X 4 1500 .188 X 4 1475 .1875 '4; 1500 .4 .V 8055957 SWDR 1 X 4 1500 .037 X 4 1475 . .0600 . ... .. . . .:. ...• ................ .. . 4 1500 037 X 4 8054957 SWDR 1-1/2 X 4 1500 .037 X 4 - 1475 .0600 - S137957 DSTRI ( 4 1500 035 X 4 ,. 1475 50 8150922 XP 20 X 2-1/2 850 .027 X 4 1475 .1050 5th2S.Xf5 3-112 1250 043 XL 9 629491, SXP 206 X 2 750 .027 X 4 1475 - E2S59 SXPIS X 3-1/2 1250 060 X 4 1475 8293957 SWXP35 X 3-1/2 1250 .060 X 4 1475 .805.0957 CST20- 3000 X 4 141M . 3000 PSI 8061957 SWC20 3000 X 4 1475 3000 PS 8150922 XP 20 X 2-1/2 850 Pre Pour Structural 3000PSI 8150922 XP2O X 2-1/2 850 Post Pour Panpe II LWC S 35 PCF , SWG 25-380 Maximum pipe size in composite wood joist allowed by UL is 3.1/7 SWG 25.380 Maximum pipe size in wood timber or joist allowed by UL is 4 "SWG 70 Maximum pipe size in composite wood joist allowed by Ut it 2-112' "SWG 20 Maximum pipe size in wood timber or joist allowed by Ut is 2.1/7' 4SXP 20 Maximum allowable brigle in 22 98. steel is 45 UL and FM tests were perlorrned in compliance with NFPA 13 Standards. Fastening requirement: 5 time., weigtrth of water Filled schedule 40 pipe 250 poundS. - iTBuiIdex www.itwbuildex.com 800-BUILDEX 5S639 062007 L-1 3/8 8061957 SWC 20 5/16 X 1-3/4 25 9.81 125 H1 5d 1/4 8019957 SWG 200 1/4 X 2 25 10.78 125 "-'0 I /8 7 1 ' b — UL 3/8 8021957 SWG 20 1/4 X 2 25 9.45 125 EC2°'5 WG 5 iö '8 L-417:Z 3I8 8023925 SWG 30 1/4 X 3 25 10.70 125 a Pan# 8114910 0 'N~ - - ins 1/4w 8049957 SWOR 100 l/4-20X 1 25 10.37 125 MEN 3/8 8051957 SWD 15 1/4-14 X 1-1/2 25 8.47 125 N. 3/8w 8053957 SWD 516 5/16-18 X 1-1/4 25 8.94 125 UI • FM 3/8 8055957 SWDR 1 1/4-20 X 1 25 9.07 125 3/8 8057957 SWI 15 12-24 X 1-1/2 25 8.28 125 U.S. Paterri No. 6.442,680 cr Box No.."Model Dsciipt1ons Oty. UL•FM 8141957 SH-GST3O 1/4x3 25 10.15 125 Use I14 Nut Driver (bla' Part No. 8113910. 17° deflection from vertk Accommodates up to 3-112 x 12 pitch roof. Hong Threaded Rod Directly horn Thin Gauge /ktaI Deck 8. Purljn 1 v p Universal X-Fleu. if lnT2llaliOfl tool •,_ StedGa. Part NO; Model Screw Deacript FM 129B.. 613922 XP 35 Sammy )(-PicsS 35 3/8-16 4. Puifin I ji= UI 18 98. 6153922 XP 35 Sammy X-Press 35 3/8-16 3 1/7 Purlin — 612 5 UI. 2-20 pa. 8294922 SXP 20 Swivel X-Press20 3/8.16 7 Metal Deck - 16.12 E2?Z2 ,velX Fres3 1J FU1 Approvals Concrete Part No. Model Screw Descriptions Rod Size Max Pipe Size Thickness £' UL iruural i5o' YPp SmrnyPrcss20 2 1/2 OPSf UL IWC Concrete 8150922 XP 20 SammyX-Piess20 3!8.16 2-117 35 PCF Approvals Steel Ga. Part No. Model Screw Descriptions Rod Size Load Rating rl.., IL 8150922 >P20 nm)1rs20 1a 0 WOW UL 2299. 8153922 XP 35 Sammy X.Fiess35 3/8-16 - 165 lbs. I UI oa t181922 F0O nm.YPr 700 ii' t5l UL 16 9s. 8150922 XP 20 Sammy -Press 70 3F8.16 250 lbs. UL 6ga 8153922 XP35 rrm)xrre 35 .I81 -+ Ut. 16 as. 8181922 XP 200 Sammy X.Fres 200 1/4-20 250 lbs. 8194910 LIXPIT Llniveu.al)(-Presa it 766), 8151910 SXPII Retio Socket for 6151910 8152910 XPDE 5'64061I911 1/4* 8003957 GST 200 114 x 2 25 8.64 125 3/8* 8006957 GST .75 1/4 x 3/4 25 6.24 125 UL FM 3/8 8008957 GST 20 1/4 x 2 25 8.17 125 ti 46 UL FM 3/8 8010957 GST 30 1/4 x 3 25 9.41 125 3/8* 8012925 GST 60 1/4 x 6 25 12.72 125 1/2 8014925 GST 2.6-380 3/8X2-1/2 25 1199 125 1/2* 8016925 GST 4 1/4 X 4 25 13.25 125 Pan # 81139 Hi Part #81141 1/4 8025957 DST 100 1/4-14 X 1 25 7.23 125 L:: W . 114 8027957 DST 200 1/4-14X2 25 8.31 125 - I 4 E7E1 1/4 8029957 DST 300 1/4-14 X 3 25 9.41 125 j cr iTho UL-FM 318 037957 DSTR 1-1/2 12-24 X 1-1/2 25 8.16 125 L EU TR ,1/40 UI - FM 3/8* 809957 DSTR 516 5/16-18X 1-1/4 25 9.35 125 - ? 3/8* 8041957 DST 15 1/4-14 X 1-1/2 25 7.20 125 c 3/8* 804957 DST 25 1/4-14 X 2-1/2 25 8.42 125 UL-FM 3/8 60957 DST 516 5/16-18X 1-1/4 25 7.79 125 ., E&Cr?1EK&.. i5ci 112* 8031925 DST 2.0 1/4-14 X 2 25 8.61 125 .8032 'ST 2 57' i14 14X2 12 1/2- E.03925 DSTR 1.0 1/-20 X 1 25 8.61 125 1/2 EU C2 DSTR 5 W . 5/i 6 X 11/4 1 1/2* 803925 DST 5.16 5/16-18 X 1-1/4 25 8.51 125 EK.. 1224.X11/2. 51 2J 11 8059957 CST 20 8060925 CST2 blodi nut 5/16X1-3/4 25 7.81 125 J ° led ntn OrM FM gift 800-BUILDEX www.itwbuikiex.com Sammy S.ipei ScreW. Sammy Swivel Hear. Sammy )I-Pieu. Sammy -P,eaz h'. SlOiw 5w,*i )-Fmess. anC Sicewinde, )i.1meSS' am, I,adematkO 01 ITW BuilOm and Illinois lool Wc 2007 Minois 1001 VFXT.EX5098 - Hangers, Pipe Page 1 of 3 VFXT.EX5098 Hangers, Pipe Page Bottom Hangers, Pipe See General Information for Hangers. Pine 11W BUILDEX EX5098 1349 W BRYN MAWR AVE ITASCA, IL 60143 USA Pipe hangers For Installation into Steel: min Rod Model Steel Size, NPS* Comments Thkns in. In. SWOR 0.037 3/8 4 Sell-drilling anchors for horizontal Installation into steel SWDR 516 0.037 3/8 4 Self-drilling anchors for horizontal installation into steel DSTR 1" 0.035 3/8 4 Self-drilling anchors for vertical installation into steel DSTR 1- 0.035 3/8 4 Self-drilling anchors for vertical installation into steel 1/2 DST516 0.188 3/8 4 Self-drilling anchors for vertical installation into steel DSTR5I6 0.037 3/8 4 Self-drilling anchors for vertical installation into steel SH-DSTR-1 0.035 3/8 4 Self-drilling anchors for vertical installation into steel SH-DSTR- 0.035 3/8 4 Self-drilling anchors for vertical installation into steel 1-SS TEK-50 0.250 1 3/8 4 Self-drilling anchors for vertical installation into steel X-Press 20 22 3/8 2-1/2 Threaded anchors for vertical installation into steel, steel prior to pouring of structural gauge concrete, and steel following pouring of lightweight concrete (not greater than 35 PCF) X-Press 35 18 3/8 3-1/2 Threaded anchors for vertical installation into steel, steel prior to pouring of structural gauge concrete, and steel following pouring of lightweight concrete (not greater than 35 PCF) SWXP 16 3/8 3-1/2 Threaded anchor for horizontal installation into steel gauge SXP 20 22 3/8 2 Threaded anchor for installation into steel deck that is horizontal or up to 45 degrees gauge from horizontal SXP 35 16 3/8 3-1/2 Threaded anchor for installation into steel deck that is horizontal or up to 90 degress gauge from horizontal For Installation into Wood: Model Min Rod Wood Size, Thkns in. in. NPS Comments SWG25 380 1-1/2 3/8 4 Self-threading anchor for horizontal installation into the side of a wood timber or joist SWG20 1-1/2 3/8 3 Self-threading anchor for horizontal installation into the side of a wood timber or joist SWG20-SS 1-1/2 3/8 3-1/2 Self-threading anchor for horizontal installation into the side of a wood timber or joist .i ,,.-.-i.....n iCvr/iD A 211 QI)flfl2 VFXT.EX5098 - Hangers, Pipe Page 2 of 3 SWG20 1-1/2 3/8 2-1/2 Self-threading anchor for horizontal installation into the top chord or flange of a structural composite wood joist of minimum 1-1/2 by 1-1/2 in. size SWG20-SS 1-1/2 3/8 2-1/2 Self-threading anchor for horizontal installation into the top chord or flange of a structural composite wood joist of minimum 1-1/2 by 1-1/2 in. size SWG25- 380 1-1/2 3/8 3-1/2 Self-threading anchor for horizontal installation into the top chord or flange of a structural composite wood joist of minimum 1-1/2 by 1-1/2 in. size GST 25- 380 1-1/2 3/8 4 Self-threading anchor for vertical installation into the bottom of a wood timber or joist GST 30 1-1/2 3/8 4 Self-threading anchor for vertical installation into the bottom of a wood timber or joist GST 30-SS 1-1/2 3/6 4 Self-threading anchor for vertical installation into the bottom of a wood timber or joist SH-GST30 1-1/2 3/8 4 Self-threading anchor for vertical installation into the bottom of a wood timber or joist SH-GST30- ss 1-1/2 3/8 4 Self-threading anchor for vertical installation into the bottom of a wood timber or joist GST 20 1-1/2 3/8 2-1/2 Self-threading anchor for vertical installation into the bottom of a wood timber or joist GST 20-55 1-1/2 3/8 2-1/2 Self-threading anchor for vertical installation into the bottom, of a wood timber or joist SH-GST2O 1-1/2 3/8 3 Self-threading anchor for vertical installation into the bottom of a wood timber or joist SI-l-GST20- SS 1-1/2 3/6 3 Self-threading anchor for vertical installation into the bottom of a wood timber or joist GST 25- 380 1-1/2 3/8 4 Self-threading anchor for vertical installation into the bottom chord or flange of a structural composite wood joist of minimum 1-1/2 by 1-1/2 In. size GST 20 1-1/2 3/8 2-1/2 Self-threading anchor for vertical installation into the bottom chord or flange of a structural composite wood joist of minimum 1-1/2 by 1-1/2 In. size GST 20-SS 1-1/2 3/8 2-1/2 Self-threading anchor for vertical installation into the bottom chord or flange of a structural composite wood joist of minimum 1-1/2 by 1-1/2 In. size For Installation into web joists: Hanger Rod Model Type Size, NIPS Comments In HD38UBC Truss 3/8 4 Intended for installation onto minimum 2" x 2" x 3/16" steel web joist spaced 1/2"- Bracket 1" apart HDI2UBC Truss 1/2 8 Intended for installation onto minimum 2" x 2" x 3/16" steel web joist spaced 5/8"- Bracket 1" apart HD38UTC Truss 3/8 4 intended for installation onto minimum 2" x 2" x 3/16" steel web joist spaced 1/2"- Bracket 1" apart HDI2UTC Truss 1/2 8 intended for installation onto minimum 2" x 2" x 3/16" steel web joist spaced 5/8"- Bracket 1" apart HD38BC Truss 3/8 4 intended for installation onto minimum 2" x 2" x 3/16" steel web joist spaced 1/2"- Bracket 1" apart HDI2BC Truss 1/2 8 intended for installation onto minimum 2" x 2" x 3/16" steel web joist spaced 1/2- Bracket 1" apart HD38TC Truss 3/8. 4 intended for installation onto minimum 2" x 2" x 3/16" steel web joist spaced 1/2"- Bracket 1" apart HDI2TC Truss 1/2 8 intended for installation onto minimum 2" x 2" x 3/16" steel web joist spaced 1/2"- Bracket 1" apart H038 Truss 3/8 4 intended for installation onto minimum 2" x 2" x 3/16" steel web joist spaced 112"- NWZP Bracket 1" apart HD12 Truss 1/2 8 Intended for installation onto minimum 2" x 2" x 3/16" steel web joist spaced 1/2"- NWZP Brackit • 1" apart " NIPS = Nominal pipe size Trademark and/or Tradename: "Truss-T Hanger" biti):Hdatabase.ul.com/cp-i-bin/XYV/teMD]ate/LISEXT/I FRAME/showoa ehtm1?name=V.. 3/18/2008 VFXT.EX5098 - Hangers, Pipe Page 3 of 3 Last Uodated on 2008-03-11 QUestions Notice of Disclaimer Page To Copyright 2008 Underwriters Laboratories Inc® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non-misleading manner, without any manipulation o f t h e data (or drawings). 2. The statement 'Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc.' must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyrig h t C ) 2008 Underwriters Laboratories Inc.®' An IndependenI organization working for a silo world with Integrity, precision and knowledge. http://database.uLcom/cgi-bin/XY V/template/LI SEXT/I FRAME/showpage.html?name=V... 3/18/2008 nj 1/4 951957 20 GST .750 1/4 x 3/4 25 5.93 125 . 1/46602957 21 GST 100 114x1 25 6.25w 125 1/4' 8080957 22 GST 200 114 x 2 25 8.13 125 1/4 87(14957 23 CST 300 1/4 x 3 25 ,; 114 6C(i5925 24 GST 600 1/4x6 25 11.25 125 3/8 8006957 A 10 GST .75 1/4 x 3/4 25 5.63 125 3/8" 8007957 11 GST 10 1/4x 1 25 5.4' 125 3/8" 8006957 12 GST 20 1/4 x 2 25 7.50 125 3/8" 8009925 27 GST 25-380 3'8x2-112 25 11.56T" 12 3/8" 801C957 30 GST 30 114 x 3 25 8.75 125 8011925 403 GST0 1/4x4 25 " 10.0 125 3/8" 8012925 14 GST 60 1/4x6 25 11.25 125 1/2" 8013925 8 GST2 1/4X2 25 8.75 125 . 1/2' 801495 - 6 CST 2.5.-30 38X2-112 - ,. 25 12.5k-:. I Ilzl 6015925 15 GST3 14X3 25 13.13 125 1/2" 8016925 16 GST4 1/4X4 25 13j 1/2" 6017925 17 GST6 1/4X6 25 13.69 125 ! teel 1/4" 6024957 50 1JSTR 100 1/4-20 X 1 25 7.81 125 1/4" 8025957 51 DST 100 1/4-14 X 1 25 6.56 125 1/4" 6600957 52 DST 150 1/4-14 X 1-1/2 25 6.88 125 1/4 8027957 53 CST 200 1/4-14X2 25 . 7.5980 125 1/4" 6606957 54 051250 14-12X2-1i2 25 8.44 125 1/4' 6029957 55 DST 300, 1/4-14 X 3 25 9J 1. 1/4" 8030957 56 TEK500 12-24X1-1/2 25 6.88 125 Nut Driver 3/8" 8037957 A 29 DSTR 1-1/2" 12-24X 1-1/2 25 7.75 125 UseSUNLitDrim 6080957 30 - DTR r 114-20 Xl 25 7.1, i2& for Samysand 6065957 31 DSTR 516 5.16-18X 1-1/4 25 7.06 125 SveHeJ 8040957 32 DST 10 114-14X1 25 5.94; 125.. 8041957 33 DST 15 14-14X1-1j2 25 6.56 125 8042957 34 DST 20 1/4-14X2 25 6.88- 125 88.40957 35 DST 25 1/4-14 X 2-1)2 25 7.81 125 3/8" 8044957 36 DST 3O l/4-14X3 25, 8.44;.. 125, 3/8" 8045957 37 DST 516 516-18X 1-1/4 25 7.50 125 3/8" 8046957 38 TEKSO 12-24X1-1/2 25 6.88 , 125 1/2' 8031925 601 DST 2.0 1/4-14X2 25 844 125 1/2" 8032925 1113 DST 2.5 114-14X2-112 25 9.06 Pail# 8113910 125 Item 100 1/2' 5033925 422 DSTR 1.0 1/4-20X 1 25 6.25 125 8034925 28 DSTR 5.16 5116-18X 1-1/4 25 10.00 125 1/2' 7005925 443 DST 516 5/16-18X 1-1/4 25 8.44 125 8078.925 5 TEK5.0 12-24X1-1/2 25 - 7.50, 125 r'" O ncrete Appro\Sp-i Pirt# tern #9480 tlodeI 1/4" 6058957 64 - CST 270 5!16 x 1-1/2 25 8.44 125 38" 8059957 61 CST 20 5/16X1-112 25 7.81 125 1/2" 8060925 66 CST 5/16X1-112 25 8.75 125 Special Notes Engineering Note In 1996 the screws listed by UL were tested in plate steel that measured .188 and. 1 18. Subsequent testing was done for purlin applica- tions on May 5, 1997 using.037 or 20 gauge steel. Metric Sizes Sammy Super ScrewsTM and SidewindersTM are available to hang metric threaded rod (6mm, 8mm, and 10mm) or bolt stock. Sammy Nut Drivers Special nut drivers were designed to be used with the Sammy Super ScrewTM anchoring system. When the appropriate nut drivers are used for installation the driver spins free on the screw after installation is complete and eliminates the expected wrist snap, reduces over-torque, and prevents screw failure. See installation procedures on pages 18 and 19. Stainless Steel Screws For standard stainless steel inventory, refer to pages 10 and 11. Additional screws can be made with mild screws and stainless steel heads. Please call 888.773.0001 for additional information. Steel Screws Due to variations in hardness of certain metals, it should be noted our self-drilling screws for steel will experience different drill rates. 5004 500 RPM drill speed should be tried. Resulting drill chips should not be blue in color. Residual drill chips that are blue in color indicate the drill RPM level is too high. Vibratory Environments For attaching or anchoring in high vibratory environments, special care should be taken not just for building attachments but also for the hangers or assemblies being supported. Consult local code authorities for accepted anchoring devices. TJl Joist I Truss Truss manufacturers vary installation recommendations for TJI joist. Sidewinders SWG 20 and SWG 25-3180 can be installed into the top cord of a truss. Sammy GST 20 can be installed into the center of the lower cord of a TH. Penetration of the upright center web is permitted by some joist manufacturers. Pre-drilling may be required by joist manufacturers. If so, pre-drill pilot 1/8" smaller than root diameter of fastener. Consult table below: Model Root Diameter Hole Size GST2O 0.182 1/8" GST 25-380 0.280 7/32' SW620 0.182 1/8" SWG25-380 0.280 7/32" To increase efficiency of the installation process, sleeve tools, bit receivers and wood bits are available for pre-drilling. NFPA Requirements Sammy screws noted with NFPA under "Approvals" column meet NFPA requirements. Check with local Authority Having Jurisdiction to confirm application and usage. UL Listings I FM Approvals UL and FM reports are available at www.5ammy5uper5crew.com CAD Drawings Cad Drawings are available and can be downloaded at www.SamrnySuperScrew.com Page 3 a #14 (Item #1 00-black) Sammy. 114",318" rod W)OD—Sammys iiIIJ 11Th I T&Y1 I flTT1 Use #14 Nut Driver (Item #100) Item #. Model Shk Lgth Shk Dia Box Qty Weight Case Qty 20 CST.750 3/4 1/4 1 100 4.75 1000 21 CST 100 1 1/4 100 5.00 1000 22 GST 200 2 1/4 100 6.50 1000 23 GST300 3 1/4 100 7.50 1 1000 24 CST 600 6 1/4 50 9.00 500 q Wood Joist Wood Flooring oist I Truss as manufacturerfor led installation point. rg may be required is #27 and #06. Tools available on page 9. Not less than 2" nominalwidth <(11)2w) 11 WOOD - 3/811 Rod (Vertical Mount) lUse #14 Nut Driver (Item #100) Approals Item # Model Shk Lgth Shk Dia }Mlest Load, lb. ULlest Load IN UIJIM Actual Pipe Size Pullout Box Qty 10 GST.75 3/4 1/4 564#-6Ply 100 NFPA 11 GST10 1 1/4 210# - 7/16 OSB100 670# - 3/4" Ply UL-FM-NFPA 12 GST20 2 1/4 9404 850# 3/4-2 1/2 17604 - Fir 100 UL-NFPA * 27 GST25380 21/2 3/8 15004 4 2113#-Fir 50 UL-FM-NFPA 13 GST30 3 1/4 14754 15004 3/44 2060#-Fir 100 NFPA 403 GST40 4 1/4 21804-Fir 50 NFPA 14 GST6O 6 1/4 2230#-Fir 50 il #I4SW (Item #101-red) Sidewlnder.& Sammy. 112" rod WOO D s, riiRod (VerficalI flTfl1:_ Use #I4SW Nut Driver (Item #101) Item # Model Shk Lgth Shk Dia Actual Pullout Box Qty Weight Case (per 100) Qty 8 GST2 2 1/4 17604-Fir 50 7.00 500 * 06 GST2S-380 21/2 3/8 21134-Fir 50 10.00 500 15 GST3 3 1/4 22754-Fir 50 1 10.50 500 16 GST4 4 1/4 2180#-Fir 50 10.60 500 17 GST6 6 1/4 22304-Fir 50 1095 500 Double Sheetrock Ceiling Minimum 2" imbedment into base material for NFPA 13 compliance Forverlical use. Install in center of lower face. _____________________________________ (- Page 4 IJJ Nose: INNER Screw' must be inslalled '.th appropriarenutdrlve-to comply 'nib wan-wily IEfl 7m1r1Iflh1_ IiIIJ F f16 Use #I4SW Nut Driver (Item #101) Hem # J Model IShk Lgth I Shk Dia I Actual i Box Qty I Weight I Case Qty Shear/Pullout (per 100) 4016 IswciooI I 1/4 100 J 7.50 1000 300 ISWG200I 2 f 1/4 17254-Fir 100 8.00 1000 i WOOD 1i31Rod(Rofinintal Mount) Use #14SW Nut Driver (Item #101) Approals Item # Model Shk Lgth Shk Dia ULlest Lad1b. UIJFM Pipe Size Actual Shear/Pullout Box Qty Weight 4 (per 100) 18 swcio 1 1/4 100 6.00 UL.NFPA 19 SWG2O 2 1/4 12504 3 1725#-Fir 100 7.00 UL.NFPA * 26 SWG25-380 21/2 3/8 15004 4 22494-Fir 50 10.25 25 ISWG30 1 3 1 1/4 50 i 8.50 #I4SW (Item#1014ed) Sidewinders & Sammys 1/2" rod WOO D Not ieee than T' nominal width (111/2'1 up to 3 112' pipe; not less than 3" nominal width 4" & 5" pipe Floor joist r TJI Joist / Truss Consult truss manutacturerfor recommended Installation point *pred,.ihing may be required for item #26. Tools available on page 9. Minimum 2 1/2" from bottom for branch lines. Minimum 3" from I. bottom for main lines. Exception: . This requirement shall not apply to 2'or thicker nailing strips resting 1/ on top of steel beams. SHEETROCK - Toggle SHEETROCK- Use #14 Nut Driver (Item #100) Item# f Model Shk Llh[Shk Dia Actual Pullout Box Qty Weight Case Qty (per 100) 71 (SST300 3 1/4 450# Lath & Plaster 50 12.00 500 404# 2 Layers 5/8 Rock llem# { Model 'Shk Lgthj Shk Dia Use #14 Nut Driver (Item #100) Weight [ Actual Pullout Pkg Qty Case Qty (per 100) 70 SST 30 3 1/4 450# Lath & Plaster 50 12.00 500 4044 2 Layers 5/8 Rock #14 (Item#1-black) Sammys 1/4", 3/8" rod 0. Prestressed Concrete JO'te:Screns must be installed with approprinlenu:driver to comply ..ith ..a,ranty Page 5 ST--=:E I —Sammys Self-Drilling Self-lapping Use #14 Nut Driver (Item #100) llem# Model Screw Description Box Qty Weight (per 100) Case Qty 50 DSTh 100 1/4-200 100 6.25 1 1000 51 DSTIOO 1/4-14x1 100 5.25 1000 52 DSTISO 1/4-14x1 1/2 100 5.50 1000 53 DST200 1/4-14x2 100 6.00 1000 54 DST250 1/444x2 1/2 100 6.75 1000 55 DST300 1/4-14x3 100 1 7.25 1000 56 TJX 500 12-24x1 1/2 100 5.50 1000 a #14 (1Iem#14Aadc) Sammys 114", 318" rod STEEL* I Use #14 Nut Driver (Item #100) Approvals Jiew# Model Screw . n . Description FM Test Load.lb. UL Test Loadik WThI Pipe Size Minimum Thickness Maximum 'Thickness Actual Pullout Bo - UL'FM.NFPA 29 DST1R 1 1/2"' 12-24x1 1/2 1475# 15005 3/4-4 1/4' 1/2' 1510#/ 1/4" 1 UL.FM'NFPA 30 DSTRI" 1/4-20d 1475# 15005 3/4-4 .036"-20ga 1/4" 1510# /20 I UL.r'FPA 31 DSTRSI6 5116-18x1 1/4 15005 4 .036"-20ga 1/4" 2200#/20 I NFPA 32 DSTIO 1/4-14,d ' ..... •': . .. . . . . . . . . s"-' ,-' ..036".20ga 1/4" 446#I20ga I NFPA 33 DSTIS 1/4-14x1 1/2 1/4" 970#/16ga I NFPA 34 IDST20 1/4-1ba 1/4" NFPA 35 DS 25 1/4-14x2 1/2 - 1/4" NFPA 36 DST30 1/4-140 1/4 UL'M'PA 37 DST5I6 5/16-18x1 1/4 1 1 ISIJOs 4 .188"-3/16" 1/4" 1500#I3/16" I I.NFPA 38 TEX5O 12-24x1 1/2 1 14755 1/4" 1/2" 3125#/1/4" I a #14 SW (Ilem#1014ed) Sidewinder,& Sammys 1t2" rod STEM o V211 Roil (Verficali Use #I4SW Nut Driver (ltem#101) ltem# Model Screw Description Minimum 'Thickness Maximum flijckness Actual Pullout Box Qty Weight (per 100) Case Qty 601 DST2.0 1/4-14x2 .188"-3/16" 1/4" 50 6.75 500 1113 DST2.5 1/444x2 1/2 .188"-3/16' 1/4" 50 7.25 500 422 DS111.0 1/4-20x1 -036"-20 9a 1/4" 1510#/20 ga 50 500.00 7 28 DSTR 5.16 5/16-J8x1 1/4 .036"-20ga 1/4" 2220#/20ga 50 8.00 500 443 DST5.16 5/1648x1 1/4 .188".3/16" 1/4" 1500+#/3/16" 50 6.75 500 OS ThKS.0 1 12-24x1 1/2 .25"1/4" 1/2" 3125#/1/4" 1 50 6.00 500 For fasten nag/anchoring in high vibratory enviro,une,,ts, consull local code authorities for accepted anchoring devices Page 6 )%'uie: Screws must be installed with opproprlasenu: driver to comp)y'.Sth .arrwity steel screw shoisn with retainer nut MW we" include retainer mit Ultimate Pullout Values -Sammys (average lbs. ultimate) Fastener ISteel Gauge Model Dia. Pt. 20 18 16 1 14 12 3/16 1/4 DST 1/4 #3 446# 613# 970# 1145# 1544# 3190# DST 516 5/16 #3 457# 568# 12004 1712# 2422# 3716# TEK50 #12 #5 487# 699# 913# 1527# 32704 3593# OSTRI 1/2" #12 #5 32704 3593# DSTRI" 1/4 #3 15104 DSTR 516 5/16 1 #3 12200#1 Ultimate Shear! Pullout Values. Sidewinders (average lbs. ultimate) Fastener Steel Gauge Model Dia. Pt. 20 18 16 14 12 3/16 1/4 SWD 1/4 #3 1477# SWDRI 1/2" #12 #5 2375# SWDR 1" 1/4 #3 19004 19004 SWDR 516 5/16 #3 24804 24804 SHEET STEEL GAUGES Gauge No. 1/4 1 3/16 1 12 1 14 1 16 1 18 1 20 1 22 1 24 26 Decimal Equivalent .25 1 .188 1 .105" 1 .075' 1 .060" 1 .048" 1 .036' 1 .030" 1 .024" 1 .018" [PERFORMANCE DATA FOR STEEL I Aluminum Curtain Wall Extrusion Ultimate Pullout Values (average lbs. ultimate) Fastener Thickness Model Dia. Pt. .114 .092 .365 .132 DST 10 1/4 #3 1265# 27504 SWDIO 1/4 #3 11204 14204 STEE —Sidewinders Self-Drilling Seljtapping STEELIlI Rod i ; TT7fl Use #I48W Nut Driver (Item #101) Ilem# Model Screw I Minimum I I Maximum I I I Actual Box Qty Weight I Case Qty Description i Thickness I Thickness Shear/Pullout I (per 100) I 2003 JSWDIOO 1/4-14x1 j .066"-1 6gaj 1/4 1477#/l6ga 100 6.00 I 1000 407 JSWD200 I/4-14x2 I .066".l6gaI 1/40 I I477#/16ga 100 6.50 1 1000 I 206 ISWDR 100 1/4-20 I .036".205a1 '" 1900#/20ga 100 6.00 ( 1000 STE EL - 3/8" Rod (111oirizontal Mount) Use #14SW Nut Driver (Item #101) Approval liem# Model Screw . . Description ~Lgoadlh UIJFM . . Pipe Size Minimum . Thickness Maximum Thickness Actual Shear/Pullout Box Qty Weigh (per IOC NFPA 39 WDIO 1/4-I4xl .066'-16ga --174"—,,1477#/16ga 100 6.00 NF PA 40 WD 15 1/4 14x1 1/2 I ij ii to j r SJJLi]u (1 1 d I) I 551) 5' 1 tiI ,- j"M, L l)7 /iC I nihc "II 100 750 NFPA 41 WD2O 1/4 14x2 100 650 NFPA 42 SWD 516 5/16-18x1 1/4 100 7.00 UI..NFPA 46 SWDR 11/2" I/4-20x11/2 1500# 4 .25"-1/4" 1/2" 2375# /.25"-1/41- 100 7.25 UL.NFPA 43 SWDR 111 1/4-20x1 1500# 4 .036'-20ga 1/4" 900#/20ga 100 7.00 UL.NFPA 44 SWDR 516 5/16-18x1 1/4 1500# 4 .036"-20ga 1/4" 2480#/20ga 100 8.25 NFPA 45 ISVt715 12-24x1 1/2 .25°.1/4" 1/2" 100 6.25 For fastening/anchoring in high vibratory environments, consult local code authorutes for accepted anchoring devices Now Screws must be installed with appropriate nut drirer to comply with wwffanV Page 7 CONCRETE - Sidewinders ILL JAIiU'"1' Use #14SW Nut Driver (Item #101) Approvals Jteni# Model Shk Lgth Shk Dia Box Qty Case Qty Weight NFPA 65 ISWC20 1 11/2 1 5/16 1 100 1 1000 1 7.5 a iirn Use #14SW Nut Driver (Item #101) ltem# Model Sbk Lglh Shk Dia Box Qty Weight Case Qty (per 100) 1900 SWC200 11/2 5/16 100 7.5 1000 1. #I4SW (Item#101-red) Sidewlnders& Sammy. 112" rod C )NCRE 'E—sammys CONCUTE31 Mount) Use RUse #14 Nut Driver (Item #100) ltem# Model Shk Lgth Shk Dia Box Qty Weight Case Qty l F 61 (per 100) I CST 20 1 11/2 1 5/16 1 100 6.25 1000 #14 ()tem#1(-b(ack) Samns 114", 318" rod a #I4SW (Item#101 -red) Sldewinde,s& Sammy 112" rod OONCRE%',.:!f Mount) Use #14 Nut Driver (Item 4100) Jlern# Model Shk Lgth Shk Dia Box Qty Weig~h Case Qty (per I 64 CST200 1 11/2 5/16 100 6.75 1000 CONC"TEo UP Rod1C- Mount) Use #I4SW Nut Driver (Item #101) App-owls Item # Model Shk Lgth Shk Dia Box Qty Weight Case Qty NFPA 66 jCSfj 1 11/2 5/16 50 1 7.00 500 For fastening/anchoring in high vibraw,' environments, consull local code nulls orities for accepted anchoring devices Page 8 ilk-! iL'' Nose: Screws muss be insluiled wOl, appropria&e nus driver lo comfiywOh warranty II CONCRETE[WOOD oo S Sammys & Sidewinders Concrete Installation Tool 'onzbinatio,,s: (Hammer Drill/Rotary Hammer Drill) Combination #1 a - Nut Driver (#100 or #101) b - Sleeve Tool (#110) c - SDS 250 Bit (#109) Combination #2 a - Nut Driver (#100 or #101) b - Sleeve Tool (#110) c - #250 - Bit (#107) d - SDS B252-Bit Receive (Item #113) Combination #3 a - Nut Driver (#100 or #101) b - Sleeve Tool (#110) c - #250 - Bit (#107) d - HEX 250 Bit Receiver (#105) Wood Installation Tool combination: Combination #3 a - Nut Driver (#100 or #101) b - Sleeve Tool (#110) c - Substitute Wood Bit (#114) d - HEX 250 Bit Receiver (#105) rOIO) 107 #250 - Bit (1/4") 109 SDS 250 Bit (1/4") 114 7/32 Wood Bit 110 SL250-Sleeve 105 HEX 250 - Bit Receiver (1/411) 113 SDS B250 Bit Receive (1/4") 100 #14 Nut Driver 101 #14SW Nut Driver Refer to pages 18 and 19 for proper tool usage. Concrete/Wood Installation Kit .. have the right tools for the job! OJt 1 * l!A($II) II l F V Model Jlcm# Concrete Installation KIt 3009 ltem #107;#250 -Bit (1/4 Item #109-SDS 250 Bit (1/4 Item #114-7/32 Wood Bit Item #110-SL 250 - Sleeve Item #105-HEX 250 - Bit Receiver (1/4 Item #100414 Nut Driver Item #101414 SWNutD,iver The Concrete/Wood Installation Kit provides the tools needed for combination #1 and combination #3 For fastening/anchoring in high vibratory environments, consult local code authorities for accepted anchoring devices Note: Screvs must be in stalled with appropriate nut driver to comply with %urranty Page 9 TJI Joist/ Truss Consult truss manufacturer for recommended installation point. Minimum 2 1/2"trom bottom for branch lines. Minimum 3" from bottom for main lines. Exception: This requirement shall not applyto 2" or thicker nailing strips resting on top of steel beams. r:uas-cADnnst available :;.y $j w.tom Not less than 2" nomInal wIdth - (1112") Not less than 2" nominal width (111211) up to 3 112" pipe; not less than 3" nominal width 4" & 5" pipe STAINLESS S EEL —WOOD For use in corrosive environments (i.e. food, marine, chemical) 303 stainless caps; 18-8 stainless screw amrni #14 (ltem#100-black) Sammye 114", 318" rod WOOD Is Rod Et.yIYr,,T Use #14 Nut Driver (Item #100) ltem# Model Shk Lgth Shk Dia Box Qty g0ht Case Qty 4118 CST200-SS 2 1/4 50 6.50 500 411-7 CST300-SS 3 1/4 50 1 7.50 500 WOODfl Vk.IRodfl!1tt I fTI71 Use 9I4SW Nut Driver (Item #101) ltem# Model Shk Lgth ShkDia BoxQty Weight (per 100) Case Qty 1189 GST2-SS 2 1/4 50 6.50 500 431 GST3-SS 3 1/4 50 7.50 500 WOOD * J/8" Rod (VetticalIMouliiQ Use #14 Nut Driver (Item 0100) Approvals Jlem# Model Shk Lgth Shk Dia UL Test UIIFMActual Pullout Box Qty Case Qty Load lb Pipe Size 1162 GSTIO-SS 1 1/4 210#-7/16O 50 T 500 ________ _______ ________ _______ _______ _______ _______ 67O#-3/4 Ply ULj7'JFPA 1151 GST2O-SS 2 1/4 8504 2 1/2 17604 -Fir 50 500 ULR'JFPA 1155 GST3O-SS 3 1/4 15004 4 2060#-Fir 50 500 WO QD r 0: 114" Rodri : i Use #14SW Nut Driver (Item #101) 'em# Model Shk Lgth Shk Dia Box Qty Weight I I Case Qty (per 100) I 4120 SWG200-SS 2 1/4 50 7.00 500 YLIii JflJ/: yTiT, rri Use #I4SW Nut Drher (llem#101) Approvals Jtem# Model Shk Lgl1ii Shk Dia I UL Test I I UL(}M I I Actual I Box Qty Weight lCase Qty Load lb I Pipe Size Shear/Pullout I (per 100) I UIJNFPA I 301 ISWG20SS 2 I 1/4 12504 31/2 I 17254-Fir 50 I 7.00 I 500 1163 ISWG30-SS 3 1/4 I 50 J 8.5 500 TJI Joist/Truss Consult truss manufacturer for recommended installation point. ii For vertical u Install In ceni of lowertac #14SW (ltem#101-red) Sidewinders& Sammys 112" rod Sidewinders For fastening/anchoring in high vibratory environments, consult local code authorities for accepted anchoring devices Page 10 [T_Tht iJ S11]II'1jJP !A11t-1'U1 .'l'Scre.m m ass be in stalled a'Iih appropriate nut driver to comply waSh warran(lr ?TAIN ESS STEEL- STEEL For use in corrosive environments (i.e. food, marine, chemical) 303 stainless caps; 410 stainless heat-treated drill screw a #14 (Item #100-black) Sammys 114", 318" rod STEEL a 11411 Rod (Vertical MounQ Use #14 Nut Driver (Item #100) Ilem# Model I Screw I Minimum I I Maximum I I Actual I Box Qty I Weight Case Qty Description Thickness I Thickness I Shear/Pullout I (per 100) 4004 DSTJOO-SS I 1/4-14x1 I .036"-20 ga j 1/4" 446#/20ga 50 I 5.00 I 500 4116 DSTISO-SS I 1/4-140 1/2 .036"-20 ga 1/4' 970#/ 16 ga 50 5.00 500 Sammys r& Use #14 Nut Driver (Item #100) Approvals Item# Model I Screw I I Minimum I Maximum Actual I I Box Qty I Weight I Case Qty Description Thickness 'Thickness I I Shear/Pullout (per 100) NF PA 1 1152 DST IO-SS 1/4-14x1 I .036".20 ga I 1/4" 446#/20ga 50 t 5.00 500 NFPA I 1154 IDST 15-SS 1/4-14x1 1/2 I .036'-20 1/4" 970# /16 ga 50 5.00 500 Sidewinders STEEL i riiiy ru Prni- _--- I Use #I4SW Nut Driver (item #101) tWroI! ltem# Screw Minimum Maximum I Actual I I Pkg Qty I Weight I Description Thickness lThickness I Shear/Pullout (per 100) WPA 4119 SWD I 0O-SS 1/4-14x1 .066"-16 ga 1/4" 1477#/16 ga I 50 I 6.25 J 500 ____ -- STEEL 318" Rod Use #I4SW Nut Driver (Item #101) __ Approvals I hem# Model Screw I Minimum Maximum I Actual I Pkg Qty I Weight Case Q I Thickness I Thickness Shear/Pullout I (p 100) I NFPA I" 10-SS ~Aonpt I x1 50 NFPA I .066"-16 ga 3/16" 1477# / 16 ga 03 ISWD J5-SS 11 1/2 I 3/16" 50 6.25 500 For fastening/anchoring in high vibratory environments, consult local code authorities for accepted anchoring de- [Stan1ess caps are availablóinnietrlc size bylspecial orderj Note: Screws must be Installed with appropriate nut driver to Comply with won-only - Page 11 i #I4SW (ftem#1014ed) Sidewinders& San Hurricane/Window Shu er Screws SHVMR SCREWS Use Installation Too] (Jlem#111) 11cm # Model Shk Lgth Shk Dia Use Pkg Qty Weight (per 100) Case Qty 02 SSC 11/4 3/16 Concrete 100 4.50 1000 135 SSW 2 410 Wood 100 4.25 1000 137 SSW-3 3 #10 1 Wood 100 4.75 1000 111 Installation Tool Predrill 9/16" counter sink hole into building exterior or trim. Install screw flush with exterior surface. Note: Concrete requires 3/16" center drilled hole 2 1/2" deep. Item #111 (Installation Tool) Ceiling Screws N DI I P 10CM36111 Use Ins lallatrnn Dili Tool (Item i/99) Item# Model Shk Lgth Shk Dia Use Pkg Qty Wei ht (per 100) Case Qty 96 CNN' SDI 1 1/4 Steel 100 2.00 1000 98 CWSD2 2 1/4 Steel 100 3.10 1000 97 CWSW2 2 1/4 Wood 100 3.10 1000 99 CW117-lnstallation Tool Item #135 (303 stainless cap/I 8-8 stainless screw) Item #137 (303 stainless cap/I 8-8 stainless screw) See Pole Tool Section for easy installation of ceiling screws without ladders or scaffolding. Item #02 (303 stainless cap) Item #97 ICBO5367 Item #98 ICBO#ER5367 Page 13 SPEEDY P0 E TOO L"IEEDY POLE TOOL Hang it high.. .froin down low! Model Item # 2306 Speedy Pole Tool 6' (3'-6') 130 _________________________________________ 3412Speedy Pole Tool 12'(4'-12') 131 L Model Ilem# 3618 Speedy Pole Tool 18' (6'48') 132 #1 Socket Dr her for Sammy Super Screws 138 3824 Speedy Pole Tool 24'(8'-24') 133 #2 Socket Drher for Ceiling Wire 3004 #1 -Sammy Socket Driver for Threaded Rod: L One end provides the unique spin-off feature - Sammy spins free when installation is complete. The reverse side of the driver provides a 5/8w hex. #2 - Socket Driver for Ceiling Wire for installing ceiling wire screws and wire. #1 r #2 NOTE: These single socket drivers cannot be used for kit replacements (they do not fit kit adapter). I niversal Socket Kit makes the Speedy Pole Tool multi-purpose r Model Item # L.. Uniwrsal Installation XII 139 #1 Adaptor Plug Socket Driverfor Sammy Super Screws Socket Driverfor Ceiling Hire Screws Socket Driverfor 1/4 "Standard Nut Drivers Stud Plug for Viper orLadd "S' FowderActualed Atlaclim en! Page 14 for hanging Sammys Threaded Rod • Pencil Rod Ceiling Screws • Jack Chain • Wire • Screws SAMMY SADO 1E Snap Nut & Hook An inexpensive alternative or enhancement to cable tray Two sizes available: #5002 attaches to 1/4" rod #5000 attaches to 3/8" rod Use as threaded rod hook attachment: Add multiple hooks to threaded rod (five hooks per foot) Extra wide saddle provides support for pressure sensitive voice/data cabling Saves labor by allowing cable to be added to the outside of existing cable tray 2" hook receives up to 35 pieces of CAT5 Non-Conductive I Non-Corrosive LISTED Snap Page 15 SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin off feature which provides a fast and safe "taIlation each time. When the face of the driver comes in contact with the material you are installing into, continue drill. i until nut driver spins free. Installation is then complete. Warranty requires the use of appropriate nut driverfor .Jallations MAXIUN DEFLC11ON ALLOWED UNDER WARRAKff IMPORTANT INSTALLATION PROCEDURES: Sammy Super ScrewsTM (vertical mount) have been tested for straight pullout. The SidewindersTM (horizontal mount) have been tested for shear. T \ Installing any of the units and then deflecting the receiver head more than 15 degrees could result —1— - - in weakening of the unit or separation (see chart for deflection guide). Any deflecting beyond 15 I_L' degrees nullifies the warranty. All units are to be installed with the appropriate nut driver—#14, #I4SW,or #12 nut driver, which have a built-in automatic release mechanism to prevent over- tightening. If other tools are used for installation warranty is void. Important Vertical Installation Note: Warranty requires the use of appropriate nut driver for installations: Model #14 for installing the Sammys for 1/4' rod and 3/8' rod; Model #14SW for Sammys for 1/2' rod; and Model #12 for installing Juniors. Model #14 - (Black) - Sammys for 1/4" and 3/8" rod Model # I 4SW (Red) - Sammys for 1/2"rod Model #12 - (Blue) - All Juniors Eye protection should be worn at all times when installing this product. Modc!#14 Modol#I4SW Mode1#12 (horn 1$100) (item 4101) (Itom#102) Vertical Installation for Steel or Wood - Model DST, DSTR, TEK 50, GST, JRS, JRW, JEW, JES r"OT -Seff drilling & tapping into steel up to 3/16" thick; DSTR - Self drilling & self tapping into steel up to 3/16" thickness retainer nut; TEK 50- Self drilling & self tapping in steel up to 1/2" thick; GST - Self drilling & self tapping into wooden ctural member. Insert the appropriate nut driver (see Vertical Installation Note above) into a 3/8" or 1/2" portable drill. Insert screw into nut driver. Drill should be in a vertical position. Push the face of the nut driver tight to the member. When the nut driver spins freely on the screw, stop drill and remove. The screw is now ready to receive 1/4", 3/8", 1/2" or metric all thread rod, bolt stock; or 5/32 wire for Junior eyelet screws. See figures 1-4 for installation. Note for DSTR: When installing DSTR follow the above Im I ) "4 I \.) instructions, then add retainer nut and torque to 20 foot lbs. for maximum ci 1 pullout in puffin steel. [_2 Vertical Installation for Concrete - Model CST, JRC, JEC Self tapping into concrete. Note: Use a 1200 maximum RPM drill for installation. Using a SDS 250 or SDS 316 (Jr.) carbide tip bit; or a HEX RECEIVER with a #250 or #316 (Jr.) carbide tip bit, pre-drill the concrete member to a depth of 2" with an electric impact/drill set on impact mode. After pre-drilling has been completed, install the SLEEVE TOOL over the bit (the bit should remain in the drill), and insert the appropriate nut driver into the opposite end (see Vertical Installation Note above). Insert the concrete screw into the nut driver. Now you are ready to install the screw into the concrete member. Place tip of screw into the pre-drilled hole, turn impact/drill unit to drill mode and begin inser- tion. When the nut driver spins free on the screw, installation is complete. Stop and • remove drill. The concrete screw is ready to receive 1/4", 3/8", 1/2', or metric all thread J = rod or bolt stock. See figures 5-10 for installation. NOTE: Do not install concrete [fig. 5 , . 6 screws while the drill unit is in impact mode - doing so will destroy the pullout ' for of the screw. .10 fig.8 L9A fig Page 18 Vertical Installation for Toggle - Model SST, JRT, JET For use in she etrock ceilings, metal lath & plaster, metal liners, thin wood, ceiling panels etc. The SST is a light duty fastener and should be used with consideration. Pre-drill a 5/8" hole with a regular drill bit or hole saw. Insert appropriate nut driver (model #14 for SST or #12 for Junior toggles) into light duty drill or screw gun. With wing nut and washer on bolt, insert wing nut through surface and begin installation. When the nut driver spins free on the screw, stop the drill and remove. The screw is now ready to receive 1/4", 3/8" or metric all thread rod or bolt stock or 5/32 wire for Junior eyelet screws. Important Horizontal Installation Note: Warranty requires the use of appropriate nut driver for installations: Model#I4SW(Red) - Sidewinders Eye protection should be worn at all limes when installing this product. Horizontal Installation for Steel or Wood - Model SWD, SWDR, SWT, SING Model#I4SW SWD - Drills & taps through 3/16" metal; SWDR - Drills & taps through 3/16" metal, accepts retainer nut; SWT - D1 S11J taps through 1/2" metal; SWG - Drills & taps into wooden structures. Insert the #14 SW nut driver in the drill unit. Insert the screw into the nut driver. With drill unit in a horizontal position and at a right angle to the structural member begin installation. When the nut driver spins free on the screw, stop the drill and remove. The unit is now ready to receive 1/4", 3/8" or metric all thread rod or bolt stock. Be sure rod is threaded completely through unit head. See figures 11-14 for installation. Note for S WDR: When installing SWDR follow the above instruc- tions, retainer nut and torque to 20 foot lbs. for maximum pullout in pITh steel, Horizontal Installation for Concrete - Model SWC Self tapping into concrete. Note: Use a 1200 maximum RPM drill for installation. Using a SDS 250 carbide tip bit or a HEX RECEIVER with a #250 carbide tip bit, predrill the concrete member to a depth of 2" with an impact/drill set on impact mode. After pre-drilling has been completed, install the SLEEVE TOOL over the bit (the bit should remain in the drill), and insert the #14SW nut driver into the opposite end. Install the SWC screw into the nut driver. Now you are ready to install the screw into the concrete member. Place tip of screw into the pre-drilled hole, turn impact/drill unit to drill mode and begin insertion. When the nut driver spins free on the SWC screw, installation is complete. Stop and remove drill. The SWC screw is ready to receive 1/4", 3/8", 1/2", or metric all thread rod or bolt stock. See figures 15-20 for installation. NOTE: Do not instaliconcrete screws while the drill unit is in impact mode - doing so will destroy the pullout factor of the fastener. Vertical Installation for Junior Nail - Model JRN, JEN Install the Junior nail-type fastener with hammer until completely imbedded in wood. Fastener is now ready to receive 1/4" threaded rod or bolt stock for JRN; or 5/32 wire for JEN. oil 6g. 15 6g. 16 69.17 L9 nft Kfig.'20 1 Eye protection should be worn at all times when installing this product. WARRANTY/ DISCLAIMER OF WARRANTIES SPEEDY PRODUCTS, INC. ("Seller") states that there is no warranty, representation or condition of any kind, express or implied, (including no warranty of merchantability or fitness for a particular purpose), except as specified herein, and no such warranty shall be implied bylaw. Seller warrants that its product shall be in accordance with the specifications set forth in seller's testing data and as stated on the usage and installation instructions. A final determination of the suitability of the materialforthe use contemplated by buyer is the sole responsibility of buyer.lt is understood and agreed that seller's liability, whether on contract, in tort, under any warranty, in negligence or otherwise, shall not exceed the return of the amount of the purchase price paid by buyer. Under no circumstances shall seller be liable. Page 19 Recommended Safe Load Sammys/Sidewinders Pullouts listed are average actual pullouts and should be used as reference only for calculations of acceptable pullout and shear values. Values are ultimate averages achieved under laboratory conditions and apply to fasteners manufactured by Speedy Products, Inc. only. In the process of doing engineering, design personnel should divide by the recommended safe load average per the industry requirement. NFPA 132-6.1 - Fire protection fastening requirements: Five times the weight of the water filled pipe plus 250 lbs. Example: Based on 15 ft. of 3" pipe (schedule 40). Additional Pipe, Weight, Length chart -next page Wt of H20 (#/gal) x GaVft .o at Wtlft of H20 8.34# x .3840 = 3.20# Pipe Wt/ft to.a + H2Owtflt = Water filled pipe wt/ft 7.575# + 3.20# = 10.775# Water filled pipe wi/ft x Pipe Lgth = Actual WI. per 15 ft 10.775# x 15 = 161.63# Safety Factor x Actual WI. + 250# = Safety Load 5 x161.63# +25# = 10584 Steel Screws Due to variations in hardness of certain metals, it should be noted our self-drilling screws for steel will experience different drill rates. 500-1500 RPM dull speed should be tried. Resulting drill chips should not be blue in color. Residual drill chips that are blue in color indicate the drill RPM level is too high. NFPA Requirements Sammy screws noted with NFPA under "Approvals" column meet NFPA requirements. Check with local Authority Having Jurisdiction to confirm application and usage. Page 20 Nominal Pipe Diameter in Inches Aculal IMide Diameter in Inches Actual Outside Diameter In Inches Diameter ri Inches Weight Per Foot Pounds Foot Pounds Length In Foot Containinç On., Cubic Foot Osilone In One Lineal Foot 1 Schedule 40 12' Schedule 10 ez Master 3/4 0.824 1.050 1.130 270.030 0.0277 1 1.049 1.315 1.678 166,620 0.0449 .,410 326 271 1/4 1.380 1.660 2.272 96.275 0.0777 430 349 288 11/2 1.810 1.800 2.717 70.733 0.1058 520 420 300 2 2.067 2.375 3.652 49.913 0.1743 635 496 317 2 1/2 2.469 2.875 5.793 30.077 0.2487 940 509 397 3 3.068 3.500 7.575 19.479 0.38401 1060 573 492 31/2 3.548 4.000 9.109 14.565 0.5136 4 4.026 4.500 10.790 11.312 0.6613 1475 674 4; 1/2 4.560 5.000 12.538 5 5.047 5.563 14.617 7.198 1.0393 6 6.065 6.625 ES-7O9DCDA Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative - Series 709DCDA Double Check Detector Assemblies Sizes: 311 10 1 (80-250mm) Series 709DCDA Double Check Detector Assemblies are designed exclusively for use In accordance with water authori- ty 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 qual- ity from being pumped or siphoned into the potable water line. Benefits Detects leaks. . . with emphasis on the cost of unac- countable water; incorporates a meter which allows the water utility to: detect leaks underground that historically create great annual cost due to waste. provide a detection point for unauthorized use. It can help locate illegal taps. Modular check design concept facilitates maintenance and assembly access. All sizes are standardly equipped with resilient seated OSY shutoff valves, W x 3/4"(16 x 19mm) meter and ball type test cocks. Features Body construction fused epoxy coated cast iron Replaceable bronze seats Maximum flow at low pressure drop 'Compact for economy combined with performance Design simplicity for easy maintenance 'Furnished with W x 3A° (16 x 19mm) bronze meter No special tools required for servicing Specifications A Double Check Detector Assembly shall be installed on lire protection systems when connected to a potable water sup- ply. Degree of hazard present is determined by the local authority having jurisdiction. The unit shall be a complete assembly including UL listed resilient seated OSY shutoff valves and test cocks. The unit shall be UL/FM approved with UL/FM approved OSY shutoff valves. The auxiliary line shall consist of an approved backflow preventer and water meter. The assembly shall meet the basic requirements of ASSE 1048; AWWA Std. C510 for Double Check Valves. Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Assembly shall be a Watts Regulator Company Series 709DCDA. 7O9DCDAOSY Check / Mo A Cock Cover Seat Disc Check Assembly Module Features a modular design concept which facilitates complete maintenance and assembly by retaining the spring load. First and second check valve spring modules are not inter- changeable. Now Available WattsBox Insulated Enclosures. For more information, send for !itture ES-WB. IMPORTANT INQUIRE I'W TN GOVERNING AUTHORITIES FOR LOCAL INS TALLATION REQUIREMENTS I&IWATM REGULATOR Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Materials Body: Seat: Disc Holder: Trim: Check Valve Discs Test Cocks: Epoxy coated cast iron Bronze Bronze Stainless steel Rubber Bronze Models Suffix: OSY - ULJFM outside stem and yoke resilient seated gate valves CFM - cubic feet per minute meter GPM - gallons per minute meter LF - 4" - 10° (100 - 250mm) without shutoff valves Dimensions - Weights Pressure - Temperature Temperature Range: 33°F - 110°F (5° - 43°C) continuous, 140°F (60°C) intermittent Maximum Working Pressure: 175psi (12.06 bar) Standards A\MNA Standard C510 Approvals 'jV US _ _ 4 (a 1048 Approved by the foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Sizes 4° - 10° fl 00 - 2 50mm) approved for horizontal and vertical "flow up". Size 3° (76mm) approved for horizontal only. Factory Mutual approved 4" - 10" vertical "flow up". I- -----.--. - ----------------------------- A ------------ - H In. nun in A nn C in mm D in. mm in. E mm in L mm in. R mm I in. mm in U" mm WlosYtgates be. kgs. 3 80 40 1016 184 479 316 89 12 305 24 610 14 356 3 76 14 356 190 86 4 100 52 1321 22% 578 334 95 17 432 34 864 15 381 6 152 14 356 403 183 6 150 6216 1588 30½ 765 416 114 21 533 1 41½ 1054 16 406 71h 191 16 406 727 330 8 200 75 1905 3734 959 516 140 26 660 52 1321 17 432 9 229 21 533 1327 602 10 250 90 2286 4534 1162 61h 165 32 813 1 64 1626 18 457 10¼ 260 25 635 2093 949 * Service clearance for check assembly from center. tULJFM approved backflow preventers must include UL/FM approved OSY. Capacity *Typical maximum system flow rate (7.5 ft./Sec.) **UL rated flow '. - .... UR I •• WMWMMMM1MMMMMM1MMMMM• MMMMMMM1MMMMMMlMMMMM iu I •i — =__. I1• i • . ------ __I .fEITj ---- __------ ---- -S ---- ---- ------ ---- —-- I MMMMMM ------ ---- ---- __------ ---- _u ------ ---- __u JI14$i1Th EUI.•P =---- IIi• --- ------i•i ------ NI p. [IIS r I_ i l_ oil . . 1• _____ ._ - ----- I_ :u p. For Technical Assistance Call Your Authorized Watts Agent. Telephone# Fax# HEADQUARTERS: Watts Regulator Company 816 Chestnut St., North Andover, MA 01845-6098 U.S.A. 978 688-1811 978 794-1848 Edwards, Platt & Deely, Inc. 271 Royal Ave., Hawthorne, NJ 07506 973 427-2898 973 42741246 Edwards, Platt & Deely, Inc. 368 Wyandanch Ave., North Babylon, NY 11703 631253-0600 631253-0303 W. P. Haney Co., Inc. 51 Norfolk Ave., South Easton, MA 02375 508 238-2030 508 238-8353 J. B. O'Connor Company, Inc. P.O. Box 12927, Pittsburgh, PA 15241 724 745-5300 724 745-7420 RMI Glenfield Bus. Ctr., 2535 Mechanicsville Ipk., Richmond, VA 23223 804 643-7355 804 643-7380 The Joyce Agency, Inc. 8442 Alban Rd., Springfield, VA 22150 703 866-3111 703 866-2332 Vernon Bltzer Associates, Inc. 980 Thomas Drive, Warminster, PA 18974 215 443-7500 215 443-7573 WMS Sales, Inc. (Main office) 9580 County Rd., Clarence Center, NY 14032 716 741-9575 716 741-4810 Billingsley & Associates, Inc. 2728 Crestview Ave., Kenner, LA 70062-4829 504 602-8100 504 602-8106 Billingsley & Associates, Inc. 478 Cheyenne Lane, Madison, MS 39110 601 856-7565 601856-8390 Francisco J. Ortiz & Co., Inc. Charlyn Industrial Pk, Road 190 KM1.9 - Lot #8, Carolina, Puerto Rico 00983 787 769-0085 787 750-5120 Mid-America Marketing, Inc. 203 Industrial Drive, Birmingham, AL 35211 205 879-3469 205 870-5027 Mid-America Marketing, Inc. 1364 Foster Avenue, Nashville, TN 37210 615 259-9944 615 259-5111 Mid-America Marketing, Inc. 5466 Old Hwy. 78,.M emphis, TN 38118 901795-0045 901795-0394 SmIth & Stevenson Co., Inc. 4935 Chastain Ave., Charlotte, NC 28217 704 525-3388 704 525-6749 Harry Warren, Inc. 1243 West Colonial Dr., Orlando, FL 32804 407 841-9237 407 841-9246 Watts Georgia 2861-B Bankers Industrial Drive, Atlanta, GA 30360 770 209-3310 770 447-4583 Aspinall Associates, Inc. 6840 Hillsdale Court, Indianapolis, IN 46250 317 849-5757 317 845-7967 Dave Watson Associates 1325 West Beecher, Adrian, MI 49221 517 263-8988 517 263-2328 Disney McLane & Associates 428 McGregor Ave., Cincinnati, OH 45206 800 542-1682 877 476-1682 BWA Company 17610 S. Waterloo Rd., Cleveland, OH 44119 216 486-1010 216 486-2860 Mid-Continent Marketing Services Ltd. 1724 Armitage CL, Addison, IL 60101 630 953-1211 630 953-1067 Sodertrolm & Associates, Inc. 7150 143rd Ave. N.W., Anoka, MN 55303 763 427-9635 763 427-5665 Stickler & Associates 333 North 121 St., Milwaukee, WI 53.226 414 771 4400 414 771-3607 Hugh M. Cunningham, Inc. 13755 Benchmark, Dallas, IX 75234 972 888-3808 972 888-3838 Mack McClain & Associates 11132 South Towne Square, Suite 202, St Louis, MO 63123 314 894-8188 314 894-8388 Mack McClain & Associates, Inc. 1450 NE 69th Place, Ste. 56 Ankeny, LA 50021 515 288-0184 515 288-5049 Mack McClain & Associates, Inc. 15090 West 116th St., Olathe, KS 66062 913 339-6677 913 339-9518 OK' Sales, Inc. 2200 Blue Creek Dr., Norman, OK 73026 405 360-6161 405 360-0092 Phoenix Marketing, Ltd. 2416 Candelaria N.E, Albuquerque, NM 87107 505 883-7100 505 883-7101 Delco Sales, Inc. Delco Sales, Inc. Fanning & Associates, Inc. Hollabaugh Brothers & Associates Hollabaugh Brothers & Associates P1 R Sales, Inc. Preferred Sales R. E. Fitzpatrick Sales, Inc. 1930 Raymer Ave., Fullerton, CA 92833 111 Sand Island Access Rd., Unit 1-10, Honolulu, HI 96819 6765 Franklin St., Denver, CO 80229-7111 6915 South 194th St., Kent, WA 98032 3028 S.E. 17th Ave., Portland, OR 97202 3050 North San Marcos Place, Chandler, AZ 85225 31177 Wiegman Road, Hayward, CA 94544 4109 West Nike Dr. (8250 South), West Jordan, UT 84088 714 888-2444 808 842-7900 3032894191 253 867-5040 503 238-0313 480 892-6000 510 487-9755 801282-0700 714 888-2448 808 842-9625 303 286-9069 253 867-5065 503 235-2824 480 892-6096 510 476-1595 801 282-0600 Watts Industries (Canada) Inc. (Watts Regulator Co. Division) 5435 North Service Road, Burlington, Ontario L7L 51-17 905 332-4090 905 332-7068 Con-Cur West Marketing, Inc. 71B Clipper Street, Coquitlam, British Columbia V3K 6X2 604 540-5088 604 54.0-5084 D.C. Sales Corporation Inc. #10-6130 4th St. S.E., Calgary, Alberta T2H 2A8 403 253-6808 403 259-8331 D.C. Sales Corporation Inc. 11420 142 Street, Edmonton, Alberta T5M 1V1 780 496-9495 780 496-9621 GTA Sales Team. Greater Toronto Area 888 208-8927 888 479-2887 Hydro-Mechanical Sales, Ltd. 3700 Joseph Howe Drive, Suite 1, Halifax, Nova Scotia B3L 4H7 902 443-2274 902 443-2275 Hydro-Mechanical Sales, Ltd. P.O. Box 1445 (Mailing), 297 Collishaw St., Suite 7 (shipping) Moncton, New Brunswick El C 9R2 506 859-1107 506 859-2424 J.D.S. Sales Ltd. 4 Lancaster Street, St John's, Newfoundland AlA 5P7 709 579-5771 709 579-1558 Le Groupe B.G.T., Inc. 23 du Buisson, Pont Rouge, Quebec G3H 1X9 418 873-2500 418 873-2506 Le Groupe B.G.T., Inc. 86 des Enterprises #208, Boisbriand, 0uebec J7G 2T3 450 434-9010 450 434-9848 Mar-Win Agencies, Ltd. . 1333 Clifton St., Winnipeg, Manitoba 83E 2V1 204 775-8194 204 786-8016 Northern Mechanical Sales P.O. Box 280 (mailing) 163 Pine St. (shipping), Garson, Ontario P31. 1S6 705 693-2715 705 693-4394 Palser Enterprises, Ltd. P.O. Box 28136 (mailing), 1885 Blue Heron Dr., #4, London, Ontario N6H 5L9 519 471-9382 519 471-1049 RAM Mechanical Marketing Inc. 1401 St. John Street, Regina, Saskatchewan S4R 1S5 306 525-1986 306 525-0809 RAM Mechanical Marketing Inc. 510 Ave M South, Saskatoon, Saskatchewan S7M 2K9 306 244-6622 306 244-0807 Walmar Mechanical Sales 24 Gurdwara Rd., Nepean, Ontario K2E 8135 613 225-9774 613 225-0673 EXPORT Hdqtrs.: Watts Regulator Co. 815 Chestnut St., North Andover, MA 01845-6098 U.S.A. 978 688-1811 978 794-1848 % iV1AT'TS 1J19OO1 Watts USA website: www.wattsreg.com lEG ULATOR CERTIFIED Watts Canada website: www.wattscanada.ca ES-709DCDA 0522 0 Watts Regulator Company, 2005 1 of 2 Tol-Brace Seismic Calculations Project SAFC Pharma 6211 ECR Schmidt Fire Protection ® TOLCO" a brand ofNlBCD 6211E1 Camino Real Carlsbad, CA Job # M-6289 Calculations based on 2007 NFPA Pamphlet #13 Brace Information Tolco Brace Components Tolco Component Fig. Number Adjusted Load Maximum Spacing 40'-0" (12.32m) Fig. 1000 Clamp 463 lbs. (210 Kg.) Length of Brace 7 '- 0 "(2.2m) Fig. 980 Universal Swivel 1955 lbs. (887 Kg.) Bracing Material 1" Sch.40 'Calculation Based on CONCENTRIC Loading 'Please Note: These calculations are for To/co components only. ng e from Angle V ertical . 450 Mm Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11mm) Assembly Detail hR Value 200 Maximum Horizontal Load 2499 lbs. (1134Kg.) TOLCO FIG. 980 UNIVERSAL SWAY -' BRACE FITTING TOLCO FIG. 1000 FAST CLAMP Fastener Information STEEL PIPE LATERAL Fastener Orientation NFPA Type H BRACE Type Through-Bolt Diameter 1/21n. (13mm) 45o Mm. From vertical Detail #3243 Length . 3Y2in. (89mm) Brace Identification on Plans Branchllne Lateral Bra Maximum Load 330 lbs. (150Kg.) Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length T4al Calculated Load 23/2"(63mm) Schedule 7 Pipe 40 ft. (12.2m) 122 lbs. (56Kg.) Percentage added for Fittings and Sprinklers 15% 18 lbs.(8.33Kg.) Total Adjusted Load of all pipe within Zone of Influence 141 lbs.(64Kg.) (Tol-Brace Version 5.1.67) I 2 of 2 Tol-Brace Seismic Calculations For SAFC Pharma 6211 ECR ® TUOL001' 6211 El Camino Real Job #M6289 a brand of NIBCCY Brace Identification Brace Type (Per NFPA#13) Spacing of Brace Orientation of Brace Bracing Material Length of Brace Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Branchline Lateral Brace NFPA Type H 40 Ft.(12m) Lateral 1" Sch.40 7Ft. (2m) 200 450 1/2in. (13mm) In. Through-Bolt 31/2in. (89mm) In. Summary of Pipe within Zone of Influence 21/2 inch Sch. 7 40 Feet (12m) G-Factor Used 0.6 Allowance for Heads and Fittings 0.15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 141 Ibs.(64Kg.) Material Capacity 2498.9683660506 lbs.(1 134Kg.) Fastener Capacity 330 lbs.(1 50Kg.) Fig.1000 Clamp 463 lbs.(210Kg.) Fig.980 Universal Swivel 1955 lbs.(887Kg.) Structural Member: Wood Beam at Roof* Calculations prepared by Paul Moffat *The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 5.1 visit us at www.tolco.com