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HomeMy WebLinkAbout6628 SANTA ISABEL; ; AS110014; PermitUity 01 uarlsbacl Sprinkler Permit Permit No: ASII0014 6628 SANTA ISABEL Job-Address: Status: ISSUED ST Permit Type: SPRINK Applied 2/2/2011 Parcel No: 2153300100 Approved: 2/2/2011 Lot #: 0 Reference No.: Issued: 2/2/2011 PC #: Inspector: Project Title: ST. ELIZABETH SETON PARISH CTR THREE FIRE SPRINKLER INSPECTIONS @ $65/EA Applicant: PARAMOUNT FIRE SYSTEMS, INC. P.O. BOX 713194 SANTEE, CA 619-562-6247 Owner: ROMAN CATHOLIC BISHOP OF SAN DIEGO P 0 BOX 85728 SAN DIEGO CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 195 0 195 0 1. Adfl1J Pkoo(4 Paramo unt FIRE S VS TEMS St Elizabeth Seton Parish Center 6628 Santa Isabel St, Carlsbad, CA, 92009 AUTOMATIC WET FIRE SPRINKLER SYSTEM Calculation Submittal Table of Contents AREA FILE NAME DWG SHT. NO. 1ST LEVEL St.ElizabethOl FP-1.1 2ND LEVEL St.ElizabethO2 FP-2.1 2 ND LEVEL St.Elizabeth_03 FP-2.1 ATTACHED DOCUMENTS FOR HYDRAULIC REFERENCE CUT SHEET FOR 8" WILKINS 350ADA 2.FLOW INFO FROM VALLECITOS W AP Z ROVEISUSTTFD itSBA F -iltij et hi ,ippift ComplianceitCompliance ih he letit app iale elexN ls id tiitltids. iii ii. tie ill.liClii)11. The ONVIlel. it Ctittiitct,tI' illay wiliie I' tC\' in pit ii an applictlioll for a htiildnti FlitI, till tile e.pies' Lilidel'SU1114,1111V that this review in ii ii iv t'elievcs tile iwner it. ciltlrletill' iii' their itittessunal ettiiicei or architect for sole rcsptsitsthility Ii nil ci11114)11ltiCC ih said codes and standards. ;tteluditg file htnItling cute tir for ally respitosihilty in (tictv,tcies.errrs. otitissions or negligence in these ilins wltihei' or not titled in his review 1)aie. /1/9g,/',/ Icvtewei:V4.1.J RECOMMEND APPRoVAl. REc)MMENt) API'R( )\/Al.. AS NOTED - ,'iV/t'i" P.O. Box 713194 Santee, CA 92072 (619) 562-6247 fax (619) 562-6273 - Fire Protection by Computer Design PARAMOUNT FIRE SYSTEMS, INC. 8800 CUYAMACA STREET SANTEE, CA. 619-562-6247 Job Name : ST. ELIZABETH PARISH CENTER - 1ST LEVEL (MRA-01) ADDS Building :1ST LEVEL Location : 211 SAXONY PLACE - ENCINITAS, CA. System : MRA-01 Contract Data File : St.Elizabeth_01 .WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 PARAMOUNT FIRE SYSTEMS, INC. Page 1 ST. ELIZABETH PARISH CENTER - 1ST LEVEL (MRA-01) ADD SPK Date 12-23-10 Hydraulic Design Information Sheet Name - ST. ELIZABETH PARISH CENTER - MRA-01 (ADD SPK) Date - 12-23-10 Location - 211 SAXONY PLACE - ENCINITAS, CA. Building - 1ST LEVEL System No. - MRA-01 Contractor - C W DRIVER, INC. Contract No. - Calculated By - K. HOOTEN Drawing No. - FP-1.1 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - Var Occupancy - A3 S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1. ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 925 System Type Sprinkler/Nozzle Density - .10 (X) Wet Make TYCO D Area Per Sprinkler - 225 ( ) Dry Model FRII E Elevation at Highest Outlet - 10.5 FT ( ) Deluge Size 1/2" S Hose Allowance - Inside - 0 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 100 SIN# TY3531 N Note AREA ADJUSTED PER NFPA #13 (2002), SECTION 11.2.3.2.3 Calculation Flow Required - 256.27 Press Required - 41.675 BOR Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - N/A Cap. - T Time of Test - N/A Rated Cap.- Elev.- E Static Press - 80.0 8 Press - R Residual Press - 70 Elev. - Well Flow - 1100 Proof Flow S Elevation - 0 U P Location - SEE ATTCHED FLOW REPORT P L Source of Information - FLOW TEST MODELING BY VALLECITOS WATER DISTRICT Y 10% BUFFER =.72.0 STATIC, 63.0 RESIDUAL FLOWING 1100 GPM C Commodity N/A Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S B ( ) Double Row ( ) Slave Pallet ( ).Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C B K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) PARAMOUNT FIRE SYSTEMS, INC. Page 2 ST. ELIZABETH PARISH CENTER - 1ST LEVEL (MRA-01) ADD SPK Date 12-23-10 City Water Supply: Demand: Cl - Static Pressure : 72 Dl - Elevation : 5.847 C2 - Residual Pressure: 63 D2 - System Flow : 256.266 C2 - Residual Flow :1100 D2 - SrbemaV) stem Pressure : 50.135 Hose Adj Ci TOT— D3 : 100 D3 - System Demand : 356.266 Safety Margin : 20.747 150 140 130 p120 E100 S90 S 80 U70 - 3 C2 R6° '2 E 50 40 03 30 20 10 I JAL __________________________ 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA 1.85 Computer Programs by Hydratec inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary PARAMOUNT FIRE SYSTEMS, INC. Page 3 ST. ELIZABETH PARISH CENTER - 1ST LEVEL (MRA-01) ADD SPK Date 12-23-10 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 Bfv B Fly Vic 705W 0 0 0 0 0 0 5 5 0 12 12 8 11 12 14 0 0 0 0 0 E 90 Standard Elbow 2 2 2 3 4 5.. 6 7 8 10 12 14 18 22 27 35 40 . 45 50 61 F 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 . 5 6 7 8 10 11 13 90 Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 Scv Tyco CV-1 Check Va. Fitting generates a Fixed Loss Based on Flow T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90' Ell Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 Zic Wilkins 350ADA Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD PARAMOUNT FIRE SYSTEMS, INC. Page 4 ST. ELIZABETH PARISH CENTER - 1ST LEVEL (MRA-01) ADD SPK Date 12-23-10 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 101 8.5 5.6 19.82 na 24.93 0.1 83 7.0 102 8.5 5.6 8.84 na 16.65 0.1 70 7.0 103 10.5 5.6 8.23 na 16.07 0.1 120 7.0 104 8.5 5.6 9.18 na 16.96 0.1 36 7.0 105 10.5 5.6 10.22 na 17.9 0.1 179 7.0 106 8.5 5.6 16.69 na 22.88 0.1 70 7.0 107 10.5 5.6 16.23 na 22.56 0.1 149 7.0 108 10.5 5.6 21.87 na 26.19 0.1 149 7.0 109 8.5 5.6 16.75 na 22.92 0.1 70 7.0 110 10.5 5.6 16.26 na 22.58 0.1 149 7.0 111 10.5 5.6 21.91 na 26.21 0.1 149 7.0 AD1 8.5 5.6 13.3 na 20.42 0.1 30 7.0 Al 10.83 21.21 na A3 10.83 9.0 na A4 10.83 9.42 na AS 10.83 11.19 na AD2 10.83 13.26 na A2 10.0 25.42 na A6 10.83 17.79 na A7 10.83 23.98 na A8 10.83 17.87 na A9 10.83 24.07 na Ml 10.0 33.91 na M2 10.0 33.95 na M3 10.0 34.06 na RS 10.0 35.4 na TOR 9.33 36.78 na BOR 0.5 41.68 na AG 0.5 41.71 na UG1 -3.0 43.27 na UG2 -3.0 43.55 na 100.0 UG3 -3.0 43.92 na UG4 -3.0 50.03 na SCM -3.0 50.13 na The maximum velocity is 23.27 and it occurs in the pipe between nodes A2 and Ml Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC. Page 5 ST. ELIZABETH PARISH CENTER - 1ST LEVEL (MRA-01) ADD SPK Date 12-23-10 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 101 24.93 1.08 2E 4.61 9.500 19.824 K Factor = 5.60 to 120 0.0 4.610 -1.009 Al 24.93 0.1698 0.0 14.110 2.396 Vel = 8.73 0.0 24.93 21.211 KFactor= 5.41 102 16.65 1.08 2E 4.61 10.000 8.835 K Factor = 5.60 to 120 0.0 4.610 -1.009 A3 16.65 0.0804 0.0 14.610 1.175 Vel = 5.83 0.0 16.65 9.001 K Factor = 5.55 103 16.07 1.08 2E 4.61 1.750 8.231 K Factor = 5.60 to 120 1T 5.762 10.372 -0.143 A3 16.07 0.0753 0.0 12.122 0.913 Vel = 5.63 0.0 16.07 9.001 K Factor = 5.36 104 16.96 1.08 1 E 2.305 7.000 9.176 K Factor = 5.60 to 120 1 5.762 8.067 -1.009 A4 16.96 0.0833 0.0 15.067 1.255 Vel = 5.94 0.0 16.96 9.422 K Factor = 5.53 105 17.90 1.08 2E 4.61 1.750 10.217 K Factor = 5.60 to 120 iT 5.762 10.372 -0.143 A5 17.9 0.0920 0.0 12.122 1.115 Vel = 6.27 0.0 17.90 11.189 K Factor = 5.35 106 22.88 1.08 2E 4.61 10.000 16.688 K Factor = 5.60 to 120 0.0 4.610 -1.009 A6 22.88 0.1448 0.0 14.610 2.116 Vel= 8.01 0.0 22.88 17.795 K Factor = 5.42 107 22.56 1.08 2E 4.61 1.750 16.227 K Factor = 5.60 to 120 iT 5.762 10.372 -0.143 A6 22.56 0.1411 0.0 12.122 1.711 Vel = 7.90 0.0 22.56 17.795 K Factor = 5.35 108 26.19 1.08 2E 4.61 1.750 21.867 K Factor= 5.60 to 120 1 5.762 10.372 -0.143 A7 26.19 0.1859 0.0 12.122 2.254 Vel = 9.17 0.0 26.19 23.978 KFactor= 5.35 109 22.92 1.08 2E 4.61 10.000 16.754 K Factor = 5.60 to 120 0.0 4.610 -1.009 A8 22.92 0.1453 0.0 14.610 2.123 Vel = 8.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard PARAMOUNT FIRE SYSTEMS, INC. Page 6 ST. ELIZABETH PARISH CENTER - 1ST LEVEL (MRA-01) ADD SPK Date 12-23-10 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 22.92 17.868 K Factor = 5.42 110 22.58 1.08 2E 4.61 2.000 16.262 K Factor = 5.60 to 120 1 5.762 10.372 -0.143 A8 22.58 0.1414 0.0 12.372 1.749 Vel = 7.91 0.0 22.58 17.868 K Factor = 5.34 111 26.21 1.08 2E 4.61 2.000 21.908 K Factor = 5.60 to 120 1 5.762 10.372 -0.143 A9 26.21 0.1862 0.0 12.372 2.304 Vel = 9.18 0.0 26.21 24.069 K Factor = 5.34 AD1 20.42 1.08 1 5.762 2.500 13.295 K Factor = 5.60 to 120 0.0 5.762. -1.009 AD2 20.42 0.1173 0.0 8.262 0.969 Vel = 7.15 0.0 20.42 13.255 K Factor = 5.61 Al 24.93 1.08 3E 6.914 10.000 21.211 to 120 1 5.762 12.676 0.359 A2 24.93 0.1698 0.0 22.676 3.851 Vel = 8.73 0.0 24.93 25.421 K Factor = 4.94 A3 32.71 1.08 0.0 1.500 9.001 to 120 0.0 0.0 0.0 A4 32.71 0.2807 0.0 1.500 0.421 Vel = 11.46 A4 16.97 1.408 0.0 10.580 9.422 to 120 0.0 0.0 0.0 AS 49.68 0.1670 0.0 10.580 1.767 Vel = 10.24 A5 17.90 1.408 0.0 7.000 11.189 to 120 0.0 0.0 0.0 AD2 67.58 0.2951 0.0 7.000 2.066 Vel = 13.93 AD2 20.41 1.408 3E 9.925 8.000 13.255 to 120 1 6.617 16.542 0.359 A2 87.99 0.4811 0.0 24.542 11 .807 Vel = 18.13 A2 24.94 1.408 1 6.617 4.500 25.421 to 120 0.0 6.617 0.0 Mi 112.93 0.7632 0.0 11.117 8.485 Vel = 23.27 0.0 112.93 33.906 K Factor = 19.39 A6 45.44 1.08 0.0 12.000 17.795 to 120 0.0 0.0 0.0 A7 45.44 0.5152 0.0 12.000 6.183 Vel = 15.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard PARAMOUNT FIRE SYSTEMS, INC. Page 7 ST. ELIZABETH PARISH CENTER - 1ST LEVEL (MRA-01) ADD SPK Date 12-23-10 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn A7 26.18 1.408 2E 6.617 16.000 23.978 to 120 iT 6.617 13.234 0.359 M2 71.62 0.3287 0.0 29.234 9.610 Vel = 14.76 0.0 71.62 33.947 K Factor = 12.29 A8 45.50 1.08 0.0 12.000 17.868 to 120 0.0 0.0 0.0 A9 45.5 0.5167 0.0 12.000 6.201 Vel = 15.94 A9 26.22 1.408 2E 6.617 16.000 24.069 to 120 iT 6.617 13.234 0.359 M3 71.72 0.3295 0.0 29.234 9.633 Vel = 14.78 0.0 71.72 34.061 K Factor = 12.29 Ml 112.93 4.31 0.0 12.580 33.906 to 120 0.0 0.0 0.0 M2 112.93 0.0033 0.0 12.580 0.041 Vel = 2.48 M2 71.62 4.31 0.0 14.000 33.947 to 120 0.0 0.0 0.0 M3 184.55 0.0081 0.0 14.000 0.114 Vel = 4.06 M3 71.72 4.31 1V 9.477 80.000 34.061 to 120 0.0 9.477 0.0 R5 256.27 0.0150 0.0 89.477 1.338 Vel = 5.64 R5 0.0 4.31 4V 37.909 35.000 35.399 to 120 0.0 37.909 0.290 TOR 256.27 0.0150 0.0 72.909 1.091 Vel = 5.64 TOR 0.0 6.357 lScv 0.0 8.920 36.780 to 120 lFsp 0.0 22.632 4.824 * Fixed loss = 1 BOR 256.27 0.0023 lBfv 10.059 31.552 0.071 Vel = 2.59 11 12.573 BOR 0.0 6.357 11 12.573 3.750 41.675 to 120 0.0 12.573 0.0 AG 256.27 0.0023 0.0 16.323 0.037 Vel = 2.59 AG 0.0 6.16 1L 12.911 7.000 41.712 to 140 0.0 12.911 1.516 UG1 256.27 0.0020 0.0 19.911 0.039 Vel = 2.76 UG1 0.0 5.86 1 8.947 108.000 43.267 to 150 1L 11.503 20.449 0.0 UG2 256.27 0.0022 0.0 128.449 0.285 Vel = 3.05 UG2 100.00 7.68 4F 45.11 262.000 43.552 Qa= 100 to 150 2L 32.58 77.690 0.0 UG3 356.27 0.0011 0.0 339.690 0.371 Vel = 2.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard PARAMOUNT FIRE SYSTEMS, INC. Page 8 ST. ELIZABETH PARISH CENTER - 1ST LEVEL (MRA-01) ADD SPK Date 12-23-10 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn UG3 0.0 8.27 2L 41.12 15.000 43.923 to 1.40 iT 55.354 96.474 6.014 * Fixed loss = 6.014 UG4 356.27 0.0009 iZic 0.0 111.474 0.096 Vel = 2.13 UG4 0.0 7.68 1 43.857 44.000 50.033 to 150 1G 5.012 48.869 0.0 SCM 356.27 0.0011 0.0 92.869 0.102 Vel = 2.47 0.0 356.27 50.135 K.Factor = 50.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design PARAMOUNT FIRE SYSTEMS, INC. 8800 CUYAMACA STREET SANTEE, CA. 619-562-6247 Job Name : ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) Building : 2ND LEVEL Location : 211 SAXONY PLACE - ENCINITAS, CA. System MRA-02 Contract Data File : St.Elizabeth_02.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 PARAMOUNT FIRE SYSTEMS, INC. Page 1 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) Date 12-23-10 Hydraulic Desian Information Sheet Name - ST. ELIZABETH PARISH CENTER - MRA-02 Date - 12-23-10 Location - 211 SAXONY PLACE - ENCINITAS, CA. Building - 2ND LEVEL System No. - MRA-02 Contractor - C N DRIVER, INC. Contract No. - Calculated By - K. HOOTEN Drawing No. - FP-2.1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - Var Occupancy --A-3, B, S-1 S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1972 System Type Sprinkler/Nozzle Density - .10 (X) Wet Make TYCO D Area Per Sprinkler - Var ( ) Dry Model RFII E Elevation at Highest Outlet - 41.830 ( ) Deluge Size 1/2" S Hose Allowance - Inside - 0 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 100 SIN# TY3531 N Note AREA ADJUSTED PER NFPA #13 (2002), SECTION 11.2.3.2.4 Calculation Flow Required - 475.37 Press Required - 57.226 BOR Summary C-Factor Used: 150 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - N/A Cap. - T Time of Test - N/A Rated Cap.- Elev.- E Static Press - 72 8 Press - R Residual Press - 63 Elev. - Well Flow - 1100 Proof Flow S Elevation - -3 U P Location - SEE ATTCHED FLOW REPORT P L Source of Information - FLOW TEST MODELING BY VALLECITOS WATER DISTRICT Y 10% BUFFER = 72.0 STATIC, 63.0 RESIDUAL FLOWING 1100 GPM C Commodity N/A Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G B Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) PARAMOUNT FIRE SYSTEMS, INC. S Page 2 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) Date 12-23-10 City Water Supply: Demand: Cl -Static Pressure : 72 Dl - Elevation : 19.416 C2 - Residual Pressure: 63 D2 - System Flow : 475.373 stem Pressure : 66.514 C2 - Residual Flow : 1100 D2 - SrDemand HoseAdj City) _______ Hose ) : 100 D3 - System Demand : 575.373 Safety Margin : 2.772 150 140 130 p120 RUO E10° 90 S80 C1 M11 U 70 _______ 0 C2 R6° E 50 ' 03 40 7 _ 30 20 5 — .....I.,.... 10 ..,. -. 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA 1.85 Computer Programs by Hydratec inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary PARAMOUNT FIRE SYSTEMS, INC. Page 3 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) Date 12-23-10 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 Bfv B Fly Vic 705W 0 0 0 0 0 0 5 .5 0 12 12 8 11 12 14 0 0 0 0. 0 F 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 90Grvd-Vic Elbow #1O 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 N CPVC9OEllHarvel-Spears 7 7 7 8 9 11 12 . 13 0 0 0 0 0 0 0 0 0 0 0 0 0 CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 P CPVC45Elbow 1 1 1 2 2 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 A CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 Scv Tyco CV-1 Check Va. Fitting generates a Fixed Loss Based on Flow T 90 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90 Eli Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 X 90Tee- Branch Firelock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 0 0 0 0 0 0 0 Zic Wilkins 350ADA Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD PARAMOUNT FIRE SYSTEMS, INC. Page 4 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) Date 12-23-10 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 201 41.83 5.6 7.92 na 15.76 0.1 80 7.0 202 41.83 5.6 8.3 na 16.13 0.1 80 7.0 203 41.83 5.6 8.29 na 16.12 0.1 80 7.0 204 41.83 5.6 ' 7.47 na 15.31 0.1 80 7.0 205 41.83 5.6 7.07 na 14.89 0.1 80 7.0 206 41.83 5.6 - 7.0 , na 14.82 0.1 80 7.0 207 41.83 5.6 7.19 na 15.02 0.1 80 7.0 208 41.83 5.6 7.74 na 15.58 0.1 80 7.0 Ki '42.42 7.92 na Bi 42.42 8.48 na K2 42.42 8.31 na K3 42.42 8.29 - na B2 42.42 8.36 na K4 42.42 7.46 na K5 42.42 7.04 na B3 42.42 6.96 na - K6 42.42 6.97 na K7 42.42 7.17 na B4 42.42 - 7.73 na K8 42.42 7.74 na 209 23.25 5.6 18.85 na 24.32 0.1 161 7.0 210 32.67 5.6 10.54 na 18.18 0.1 135 7.0 211 - 31.0 5:6 12.48 na ' 19.78 0.1 127 7.0 B5 31.67 12.57 na - 226 26.25 5.6 15.7 na 22.19 0.1 100 7.0 212 26.25 5.6 13.7 na 20.73 0.1 100 7.0 213 32.67 5.6 8.97 na 16.77 0.1 ' 135 7.0 214 31.0 5.6 10.16 na 17.85 0.1 127 7.0 B6 31.67 10.19' na 215 26.25 5.6 12.4 na 19.72 0.1 161 7.0 216 , 26.25 5.6 12.3 na 19.64 0.1 161 7.0 217 32.67 5.6 10.14 na 17.84 0.1 135 7.0 218 31.0 5.6 10.85 na 18.44 0.1 127 7.0 B7 33.25 10.21 na B8 31.67 10.89 na 219 26.25 5.6 13.03 na 20.22 0.1 100 7.0 220 26.25 5.6 13.06 na 20.23 0.1 70 7.0- 221 26.25 , 5.6 13.17 na 20.32 0.1 70 7.0 222 26.25 5.6 13.38 na 20.48 0.1 100 ' 7.0 223 32.67 5.6 8.52 na 16.35 0.1 135 7.0 224 31.0 5.6 10.24 na 17.92 0.1 127 7.0 B9 31.67 10.27 na 225 26.25' 5.6 13.76 na 20.77 0.1 161 7.0 Li 27.83 23.81 na L2 27.83 24.15 na L3 27.42 25.21 na L4 27.42 18.9 na L5 27.83 15.96 na LL 27.83 15.57 na L6 27.83 13.51 na - L7 27.83 13.31 na L8 - 27.42 13.15 na L9 , 27.42 13.04 na L10 27.83 12.82 na Lii 27.83 12.82 na L12 27.83 - 12.84 na L13 27.83 12.96 na Computer Programs by Hydratec Inc. Route iii Windham N.H. USA 03087 Flow Summary - Standard PARAMOUNT FIRE SYSTEMS, INC. Page 5 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) Date 12-23-10 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. L14 27.83 13.17 na L15 27.83 13.36 na L16 27.42 14.64 na L17 27.83 17.33 na Ri 27.0 28.45 na L18 27.83 23.97 na R3 22.17 32.2 na R4 22.17 37.58 na R2 10.0 46.58 na R5 10.0 48.47 na TOR 9.33 52.18 na BOR 0.5 57.23 na AG 0.5 57.34 na UG1 -3.0 58.98 na UG2 -3.0 59.87 na 100.0 UG3 -3.0 60.78 na UG4 -3.0 66.27 na SCM -3.0 66.51 na The maximum velocity is 20.32 and it occurs in the pipe between nodes L3 and L4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC. Page 6 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) Date 12-23-10 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 201 15.76 1.101 10 5.0 0.750 7.920 K Factor= 5.60 to 150 0.0 5.000 -0.256 Ki 15.76 0.0440 0.0 5.750 0.253 Vel = 5.31 0.0 15.76 ' 7.917 K Factor = 5.60 202 16.13 1.101 10 5.0 0.750 8.298 K Factor= 5.60 to 150 0.0 5.000 -0.256 K2 16.13 0.0457 0.0 5.750 0.263 Vel = 5.44 0.0 16.13 8.305 K Factor = 5.60 203 16.12 1.101 10 5.0 0.750 8.286 K Factor = 5.60 to 150 0.0 5.000 -0.256 K3 16.12 0.0457 0.0 5.750 0.263 Vel = 5.43 0.0 16.12 8.293 K Factor = 5.60 204 15.31 1.101 10 5.0 0.750 7.474 K Factor = 5.60 to 150 0.0 5.000 -0.256 K4 15.31 0.0416 , ' 0.0 5.750 0.239 Vel = 5.16 0.0 15.31 7.457 , K Factor = 5.61 205 14.89 1.101 10 5.0 0.750 7.069 K Factor= 5.60 to 150 0.0 5.000 -0.256 KS 14.89 0.0395 0.0 5.750 0.227 Vel = 5.02 0.0 14.89 ' 7.040 K Factor = 5.61 206 14.82 1.101 10 5.0 0.750 7.000 K Factor = 5.60 to 150 0.0 5.000 -0.256 K6 14.82 0.0391 0.0 5.750 0.225 Vel = 4.99 0.0 - 14.82 6.969 K Factor = 5.61 207 15.02 1.101 10 5.0 0.750 7.192 K Factor= 5.60 to 150 0.0 5.000 -0.256 K7 15.02 0.0402 0.0 5.750 0.231 Vel = 5.06 0.0 15.02 ' 7.167 K Factor = 5.61 208 '15.58 1.101 10 5.0 0.750 7.744 K Factor= 5.60 to 150 0.0 5.000 -0.256 K8 15.58 0.0430 0.0 5.750 0.247 Vel = 5.25 0.0 15.58 7.735 K Factor = 5.60 Ki 33.98 1.394 10 6.0 3.750 7.917 to 150 0.0 6.000 0.0 Bi 33.98 0.0574 0.0 9.750 0.560 Vel = 7.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard PARAMOUNT FIRE SYSTEMS, INC. Page 7 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) Date 12-23-10 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn Bi -54.31 1.394 10 6.0 1.750 8.477 to 150 0.0 6.000 0.0 K2 -20.33 -0.0222 0.0 7.750 -0.172 Vel = 4.27 K2 16.14 1.394 2P 4.0 6.000 8.305 to 150 0.0 4.000 0.0 K3 -4.19 -0.0012 0.0 10.000 -0.012 Vel = 0.88 K3 16.12 1.394 10 6.0 1.750 8.293 to 150 0.0 6.000 0.0 B2 11 .93 0.0083 0.0 7.750 0.064 Vel = 2.51 B2 -55.82 1.394 10 6.0 3.750 8.357 to 150 0.0 6.000 0.0 K4 -43.89 -0.0923 0.0 9.750 -0.900 Vel = 9.23 K4 15.31 1.394 2P 4.0 6.000 7.457 to 150 0.0 4.000 0.0 K5 -28.58 -0.0417 0.0 10.000 -0.417 Vel = 6.01 K5 14.88 1.394 10 6.0 1.750 7.040 to 150 0.0 6.000 0.0 B3 -13.7 -0.0107 0.0 7.750 -0.083 Vel = 2.88 B3 17.97 1.394 10 6.0 3.750 6.957 to 150 0.0 6.000 0.0 K6 4.27 0.0012 0.0 9.750 0.012 Vel = 0.90 K6 14.82 1.394 2P 4.0 6.000 6.969 to 150 0.0 4.000 0.0 K7 19.09 0.0198 0.0 10.000 0.198 Vel = 4.01 K7 15.02 1.394 10 6.0 3.750 7.167 to 150 0.0 6.000 0.0 B4 34.11 0.0578 0.0 9.750 0.564 Vel = 7.17 B4 -31.47 1.394 10 6.0 1.750 7.731 to 150 0.0 6.000 0.0 K8 2.64 0.0005 0.0 7.750 0.004 Vel = 0.55 K8 15.58 1.394 2P 4.0 6.000 7.735 to 150 0.0 4.000 0.0 Ki 18.22 0.0182 0.0 10.000 0.182 Vel = 3.83 0.0 18.22 7.917 K Factor = 6.48 Bi 54.31 1.598 8N 72.0 46.000 8.477 to 150 2R 2.0 82.000 6.319 Li 54.31 0.0704 10 8.0 128.000 9.010 Vel = 8.69 0.0 54.31 23.806 KFactor= 11.13 B2 55.82 1.598 8N 72.0 46.000 8.357 to 150 2R 2.0 82.000 6.319 L2 55.82 0.0740 10 8.0 128.000 9.478 Vel = 8.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard PARAMOUNT FIRE SYSTEMS, INC. Page 8 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) Date 12-23-10 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pt Pn 0.0 55.82 24.154 K Factor = 11.36 209 24.32 1.101 1 7.0 7.000 18.853 K Factor = 5.60 to 150 10 5.0 12.000 -1.806 L4 24.32 0.0977 0.0 19.000 1.856 Vel = 8.20 0.0 24.32 18.903 K Factor = 5.59 210 18.18 1.101 2N 14.0 13.000 10.541 K Factor = 5.60 to 150 1R 1.0 15.000 0.433 B5 18.18 0.0571 0.0 28.000 1.598 Vel = 6.13 0.0 18.18 12.572 KFactor= 5.13 211 19.78 1.101 10 5.0 0.750 12.478 K Factor= 5.60 to 150 0.0 5.000 -0.290 B5 19.78 0.0668 0.0 5.750 0.384 Vel = 6.67 B5 18.18 1.394 iN 8.0 10.500 12.572 to 150 10 6.0 14.000 1.663 L5 37.96 0.0706 0.0 24.500 1.729 Vel = 7.98 0.0 37.96 15.964 K Factor = 9.50 226 22.19 1.101 10 5.0 1.750 15.701 K Factor= 5.60 to 150 0.0 5.000 -0.684 LL 22.19 0.0824 0.0 6.750 0.556 Vel = 7.48 0.0 22.19 15.573 K Factor = 5.62 212 20.73 1.101 10 5.0 1.750 13.699 K Factor = 5.60 to 150 0.0 5.000 -0.684 L6 20.73 0.0727 0.0 6.750 0.491 Vel = 6.99 0.0 20.73 13.506 K Factor = 5.64 213 16.77 1.101 2N 14.0 1.000 8.970 K Factor = 5.60 to 150 1R 1.0 15.000 0.433 B6 16.77 0.0491 0.0 16.000 0.786 Vel = 5.65 0.0 16.77 10.189 K Factor = 5.25 214 17.85 1.101 10 5.0 0.750 10.162 K Factor= 5.60 to 150 0.0 5.000 -0.290 B6 17.85 0.0551 0.0 5.750 0.317 Vel = 6.02 B6 16.77 1.394 1 8.0 10.500 10.189 to 150 10 6.0 14.000 1.663 L7 34.62 0.0595 0.0 24.500 1.458 Vel = 7.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard PARAMOUNT FIRE.SYSTEMS, INC. Page 9 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) Date 12-23-10 Hyd. Qa . Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn 0.0 34.62 13.310 K Factor = 9.49 215 19.72 1.101 1 7.0 7.000 12.400 K Factor = 5.60 to 150 10 5.0 12.000 -0.507 L8 19.72 0.0663 0.0 19.000 1.260 Vel = 6.65 0.0 19.72 13.153 KFactor= 5.44 216 19.64 1.101 1 7.0 7.000 12.297 K Factor= 5.60 to 150 10 5.0 12.000 -0.507 L9 19.64 0.0658 0.0. 19.000 1.250 Vet = 6.62 0.0 19.64 13.040 K Factor = 5.44 217 17.84 1.101 10 5.0 0.750 10.145 K Factor= 5.60 to 150 0.0 5.000 -0.251 B7 17.84 0.0550 0.0 5.750 0.316 Vet = 6.01 0.0 17.84 10.210 K Factor = 5.58 218 18.44 1.101 10 5.0 0.750 10.848 K Factor =5.60 to 150 0.0 5.000 -0.290 B8 18.44 0.0584 . 0.0 5.750 0.336 Vet = 6.21 0.0 18.44 10.894 K Factor = 5.59 B3 -17.97 1.598 6N 54.0 24.000 6.957 to 150 1R 1.0 55.000 3.972 B7 -17.97 -0.0091 0.0 79.000 -0.719 Vet = 2.87 B7 17.84 1.598 1 9.0 .11.750 10.210 to 150 1R 1.0 .10.000 0.684 B8 -0.13 0.0 0.0 21.750 0.0 Vel = 0.02 B8 18.44 1.598 1 9.0 10.500 10.894 to 150 10 8.0 17.000 1.663 L10 18.31 0.0094 0.0 27.500 0.259 Vet = 2.93 0.0 18.31 12.816 KFactor= 5.11 219 20.22 1.101 10 5.0 1.750 13.032 K Factor= 5.60 to 150 0.0 5.000 -0.684 L11 20.22 0.0693 0.0 6.750 0.468 Vet = 6.81 0.0 20.22 12.816 K Factor = 5.65 220 20.23 1.101 10 5.0 1.750 13.056 K Factor= 5.60 to 150 0.0 5.000 -0.684 L12 20.23 0.0695 0.0 6.750 0.469 Vet = 6.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard PARAMOUNT FIRE SYSTEMS, INC. Page 10 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) Date 12-23-10 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total •Pf Pn 0.0 20.23 12.841 K Factor = 5.65 221 20.32 1.101 10 5.0 1.750 13.166 K Factor = 5.60 to 150 0.0 5.000 -0.684 L13 20.32 0.0701 0.0 6.750 0.473 Vel = 6.85 0.0 20.32 - 12.955 K Factor = 5.65 222 20.48 1.101 10 5.0 1.750 13.376 K Factor= 5.60 to 150 0.0 5.000 -0.684 L14 20.48 0.0711 0.0 6.750 0.480 Vel = 6.90 0.0 20.48 13.172 K Factor = 5.64 223 16.35 1.101 2N 14.0 13.000 8.522 K Factor = 5.60 to 150 1R 1.0 15.000 0.433 B9 16.35 0.0468 0.0 28.000 1.311 Vel = 5.51 0.0 16.35 10.266 K Factor = 5.10 224 17.92 1.101 10 5.0 0.750 10.237 K Factor = 5.60 to 150 0.0 5.000 -0.290 B9 17.92 0.0555 0.0 5.750 0.319 Vel = 6.04 B9 16.35 1.394 1 8.0 10.500 10.266 to 150 10 6.0 14.000 1.663 L15 34.27 0.0584 0.0 24.500 1.431 Vel = 7.20 0.0 34.27 13.360 K Factor = 9.38 225 20.77 1.101 1 7.0 7.000 13.756 K Factor= 5.60 to 150 10 5.0 12.000 -0.507 L16 20.77 0.0730 0.0 19.000 1.387 Vel = 7.00 0.0 20.77 14.636 K Factor = 5.43 B4 31.47 1.598 8N 72.0 46.000 7.731 to 150 2R 2.0 82.000 6.319 L17 31.47 0.0256 10 8.0 128.000 3.282 Vel = 5.03 0.0 31.47 17.332 K Factor = 7.56 Li 22.67 2.003 6P 12.0 55.000 23.806 to 150 8R 8.0 20.000 0.0 L2 22.67 0.0046 0.0 75.000 0.348 Vel = 2.31 L2 55.82 2.003 2P 4.0 5.000 24.154 to 150 10 10.0 14.000 0.178 L3 78.49 0.0463 0.0 19.000 0.880 Vel = 7.99 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard PARAMOUNT FIRE SYSTEMS, INC. Page 11 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) . Date 12-23-10 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn L3 -278.03 2.003 10 10.0 13.250 25.212 to 150 1R 1.0 11.000 0.0 L4 -199.54 -0.2602 0.0 24.250 -6.309 Vel = 20.32 L4 24.32 2.003 2P 4.0 9.500 18.903 to 150 0.0 4.000 -0.178 L5 -175.22 -0.2045 0.0 13.500 -2.761 . Vel = 17.84 L5 37.96 2.003 0.0 3.000 15.964 to 150 0.0 0.0 0.0 LL -137.26 -0.1303 0.0 3.000 -0.391 Vet = 13.98 LL 22.19 2.003 0.0 22.000 15.573 to 150 0.0 0.0 0.0 L6 -115.07 -0.0940 0.0 22.000 -2.067 Vet = 11.72 L6 20.72 2.003 0.0 3.000 13.506 to 150 0.0 0.0 0.0 L7 -94.35 -0.0653 0.0 3.000 -0.196 Vet = 9.61 L7 34.63 2.003 2P 4.0 8.000 13.310 to . 150 ' .0.0 .4.000 0.178 L8' -59.72 -0.0279 0.0 12.000 -0.335 Vet = 6.08 L8 19.72 2.003 0.0 8.500 13.153 to ' 150 ' 0.0 0.0 0.0 L9 -40.0 -0.0133 0.0 8.500 -0.113 Vet = 4.07 L9 19.64 2.003 2P 4.0 8.000 13.040 - to 150 0.0 4.000 -0.178 L10 -20.36 -0.0038 0.0 12.000 -0.046 Vel = 2.07 L10 18.31 2.003 0.0 3.000 12.816 to ' 150 0.0 0.0 0.0 Li 1 -2.05 0.0 0.0 3.000 0.0 Vet = 0.21 Lii 20.21 2.003 0.0 8.000 12.816 to ' 150 0.0 0.0 0.0 L12 18.16 0.0031 0.0 8.000 0.025 Vet = 1.85 L12 20.24 2.003 2P 4.0 5.250 12.841 to 150 0.0 4.000 0.0 L13 38.4 0.0123 0.0 9.250 0.114 ' Vet = 3.91 L13 20.32 2.003 0.0 ' 8.000 12.955 to 150 0.0 0.0 0.0 L14 58.72 0.0271 0.0 8.000 0.217 Vet = 5.98 L14 20.48 2.003 1R 1.0 3.000 13.172 to 150 0.0 1.000 0.0 L15 ' 79.2 0.0470 0.0 4.000 0.188 Vet = 8.06 L15 34.26 2.003 2P 4.0 8.000 13.360 to 150 0.0 4.000' 0.178 L16 113.46 0.0915 0.0 12.000 1.098 Vet = 11 .55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard PARAMOUNT FIRE SYSTEMS, INC. Page 12 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) Date 12-23-10 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn L16 20.78 2.003 2P 4.0 18.000 14.636 to 150 1R 1.0 5.000 -0.178 L17 134.24 0.1250 0.0 23.000 2.874 Vet = 13.67 L17 31.46 2.003 2P 4.0 19.000 17.332 to 150 10 10.0 17.000 0.0 L18 165.7 0.1845 3R 3.0 36.000 6.642 Vet = 16.87 0.0 165.70 23.974 K Factor = 33.84 Li 31.64 2.003 10 10.0 8.500 23.806 to 150 1R 1.0 11.000 0.0 L18 31.64 0.0086 0.0 19.500 0.168 Vet = 3.22 0.0 31.64 23.974 K Factor = 6.46 L3 278.03 2.703 2V 13.366 4.750 25.212 to 120 0.0 13.366 0.182 Ri 278.03 0.1687 0.0 18.116 3.056 VeI= 15.54 Ri 0.0 2.703 3V 20.049 27.000 28.450 to 120 iX 16.786 36.835 7.363 R2 278.03 0.1687 0.0 63.835 10.769 Vet = 15.54 0.0 278.03 46.582 K Factor = 40.74 L18 197.34 2.703 4V 26.733 21.000 23.974 to 120 1X 16.786 43.519 2.451 R3 197.34 0.0895 0.0 64.519 5.773 Vet = 11.03 R3 0.0 2.703 6V 40.099 20.000 32.198 to 120 0.0 40.099 0.0 R4 197.34 0.0895 0.0 60.099 5.378 Vet = 11 .03 R4 0.0 2.703 3V 20.049 26.000 37.576 to 120 iX 16.786 36.835 5.271 R5 197.34 0.0895 0.0 62.835 5.622 Vet = 11 .03 0.0 197.34 48.469 K Factor = 28.35 R2 278.03 4.31 1V 9.477 99.000 46.582 to 120 0.0 9.477 0.0 R5 278.03 0.0174 0.0 108.477 1.887 Vel = 6.11 R5 197.34 4.31 4V 37.909 35.000 48.469 to 120 0.0 37.909 0.290 TOR 475.37 0.0469 0.0 72.909 3.420 Vet = 10.45 TOR 0.0 6.357 iScv 0.0 8.920 52.179 to 120 1 Fsp 0.0 22.632 4.824 * Fixed loss = 1 BOR 475.37 0.0071 iBfv 10.059 31.552 0.223 Vet = 4.81 Computer Programs by Hydratec Inc. Route 111. Windham N.H. USA 03087 Final Calculations - Standard PARAMOUNT FIRE SYSTEMS, INC. Page 13 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) Date. 12-23-10 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv.. Ln. Total Pf Pn 11 12.573 BOR 0.0 6.357 11 12.573 3.750 57.226 to 120 0.0 12.573 0.0 AG 475.37 0.0071 0.0 16.323 0.116 Vel = 4.81 AG 0.0 6.16 1L 12.911 7.000 57.342 to 140 0.0 12.911 1.516 UG1 475.37 0.0062 0.0 19.911 0.123 Vel = 5.12 UG1 0.0 5.86 1 8.947 108.000 58.981 to 150 1L 11.503 20.449 0.0 UG2 475.37 0.0070 0.0 128.449 0.893 Vel = 5.65 UG2 100.00 7.68 4F 45.11 262.000 59.874 Qa= 100 to 150 2L 32.58 77.690 0.0 UG3 575.37 0.0027 0.0 339.690 0.901 Vel = 3.98 UG3 0.0 8.27 2L 41.12 15.000 60.775 to 140 iT 55.354 96.474 5.259 * Fixed loss = 5.259 UG4 575.37 0.0021 lZic 0.0 111.474 0.234 Vel = 3.44 UG4 0.0 • 7.68 1 43.857 44.000 66.268 to 150 1G 5.012 48.869 0.0 SCM 575.37 0.0026 0.0 92.869 0.246 Vel = 3.98 0.0 • 575.37 66.514 K Factor = 70.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design PARAMOUNT FIRE SYSTEMS, INC. 8800 CUYAMACA STREET SANTEE, CA. 619-562-6247 Job Name : ST. ELIZABETH PARISH CENTER - 2ND. LEVEL (MRA-03) Building : 2ND LEVEL Location : 211 SAXONY PLACE - ENCINITAS, CA. System : MRA-03 Contract Data File : St.Elizabeth_03.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 PARAMOUNT FIRE SYSTEMS, INC. Page 1 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-03) Date 12-23-10 Hydraulic Design Information Sheet Name - ST. ELIZABETH PARISH CENTER - MRA-03 Date - 12-23-10 Location - 211 SAXONY PLACE - ENCINITAS, CA. Building 2ND LEVEL System No. - MRA-03 Contractor - C W DRIVER, INC. Contract No. - Calculated By - K. HOOTEN Drawing No. - FP-2.1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - Var Occupancy - A-3, B, S-i S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. (X) 1 ( ) 2 ( ) 3 C ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1972 System Type Sprinkler/Nozzle Density - .15 (X) Wet Make TYCO D Area Per Sprinkler - 122 ( ) Dry Model RFII E Elevation at Highest Outlet - 21.500 ( ) Deluge Size 1/2" S Hose Allowance - Inside - 0 C ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 250 SIN# TY3531 N Note AREA ADJUSTED PER NFPA #13 (2002), SECTION 11.2.3.2.3 Calculation Flow Required - 209.88 Press Required - 51.375 BOR Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - N/A Cap. - T Time of Test - N/A Rated Cap.- Elev.- E Static Press - 72 8 Press - R Residual Press - 63 Elev. - Well Flow - 1100 Proof Flow S Elevation - -3 U P Location - SEE ATTCHED FLOW REPORT P L Source of Information - FLOW TEST MODELING BY VALLECITOS WATER DISTRICT Y 10% BUFFER = 72.0 STATIC, 63.0 RESIDUAL FLOWING 1100 GPM C Commodity N/A Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row C ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers-Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) PARAMOUNT FIRE SYSTEMS, INC. Page 2 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-03) Date 12-23-10 City Water Supply: Demand: Cl - Static Pressure : 72 Dl - Elevation : 10.611 C2 - Residual Pressure: 63 D2 - System Flow : 209.879 stem Pressure : 59.708 C2 - Residual Flow :1100 D2 - SrDemand HoseAdj City) _______ Hose ) : 250 D3 - System Demand : 459.879 Safety Margin : 10.499 150 140 130 p 12 A110 E 100 S 90 80 U 70 : A6° E 50 40 30 20 10 . bT 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N A 1.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary PARAMOUNT FIRE SYSTEMS, INC. Page 3 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-03) Date 12-23-10 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 Bfv B Fly Vic 705W 0 0 0 0 - 0 0 5 5 0 12 12 8 11 12 14 0 0 0 0 0 E 90 Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 90' Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 . 10 13 17 20 23 25 33 36 40 L Long Turn Elbow 1 1 2 2 2 3 4 . 5 5 6 8 9 13 16 18 24 27 30 34 40 Scv Tyco CV-1 Check Va. Fitting generates a Fixed Loss Based on Flow I 90 Flow thru Tee 3 4 5 6 8 10 12 15 . 17 20 25 30 35 50 60 71 81 91 101 121 V 90' Ell Firelock#001 0 0 0. 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 X 90Tee- Branch Firelock002 0 0 0 0 0 8.5 . 10.8 13 0 . 16 21 25 33 0 0 0 0 0 0 0 Zic Wilkins 350ADA Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD PARAMOUNT FIRE SYSTEMS, INC. Page 4 1 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-03) Date 12-23-10 Node Elevation K-Fact Pt Pn Flow Density Area Press No. . Actual Actual Rea. 301 21.5 5.6 10.64 na 18.26 0.15 84 7.0 302 21.5 5.6 10.68 na 18.3 0.15 122 7.0 303 21.5 5.6 10.85 na 18.44 0.15 100 7.0 304 21.5 5.6 11.07 na 18.63 0.15 84 7.0 305 21.5 5.6 18.19 na . 23.88 0.15 130 7.0 306 21.5 5.6 15.86 na 22.3 0.15 112 7.0 307 21.5 5.6 16.34 na 22.63 0.15 112 7.0 308 21.5 5.6 .15.33 na 21.93 0.15 122 7.0 309 21.5 5.6 15.79 na 22.25 0.15 122 7.0 310 21.5 5.6 17.23 na 23.24 0.15 105 7.0 Cl 25.0 10.46 na C3 25.0 10.7 na C5 24.67 16.61 na 06 24.67 . 17.14 na C8 24.83 16.01 na C9 24.83 16.53 na 010 24.83 18.15 na C2 24.5 . .. 12.88 na C4 24.58 19.5 na C7 24.67 19.69 na Cli 24.83 20.91 na R.3 22.17 27.86 na R4 - 22.17 33.89 na R5 10.0 45.46 . na TOR . 9.33 46.5 na BOR 0.5 . 51.38 na AG 0.5 51.4 na UG1 -3.0 52.94 na UG2 -3.0 . 53.14 na 250.0 UG3 -3.0 53.74 na UG4 -3.0 59.55 na SCM -3.0 59.71 na The maximum velocity is 17.67 and it occurs in the pipe between nodes C1 and R3. n Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC. Page 5 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-03) Date 12-23-10 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or . Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn 301 18.26 1.08 1E 2.305 11.750 10.637 K Factor = 5.60 to 120 0.0 2.305 -1.516 Cl 18.26 0.0955 0.0 14.055 1.342 Vel = 6.40 0.0 18.26 .10.463 K Factor = 5.65 302 18.30 1.08 1 E 2.305 5.500 10.679 K Factor = 5.60 to 120 1 5.762 8.067 -1.516 Cl 18.3 0.0958 0.0 13.567 1.300 Vel = 6.41 0.0 18.30 10.463 K Factor = 5.66 303 18.44 1.08 1 E 2.305 11.750 10.847 K Factor = 5.60 to 120 0.0 2.305 -1.516 03 18.44 0.0972 0.0 14.055 1.366 Vel = 6.46 0.0 18.44 10.697 K Factor = 5.64 304 18.63 1.08 1 E 2.305 3.500 11.068 K Factor = 5.60 to 120 1 5.762 8.067 -1.516 C3 18.63 0.0990 0.0 11.567 1.145 Vel = 6.52 0.0 18.63 10.697 K Factor = 5.70 305 23.88 1.08 2E 4.61 6.500 18.190 K Factor = 5.60 to 120 1 5.762 10.372 -1.334 04 23.88 0.1568 0.0 16.872 2.646 Vel = 8.36 0.,0 23.88 19.502 K Factor = 5.41 306 22.30 1.08 2E 4.61 5.000 15.862 K Factor = 5.60 to 120 iT 5.762 10.372 -1.373 CS 22.3 0.1382 0.0 15.372 2.124 Vel = 7.81 0.0 22.30 . 16.613 K Factor = 5.47 307 22.63 1.08 2E 4.61 5.000 16.335 K Factor = 5.60 to 120 1 5.762 10.372 -1.373 06 22.63 0.1419 0.0 15.372 2.182 Vel = 7.93 0.0 22.63 17.144 KFactor= 5.47 308 21.93 1.08 2E 4.61 5.500 15.331 K Factor = 5.60 to 120 1 5.762 10.372 -1.442 08 21.93 0.1338 0.0 15.872 2.124 Vel = 7.68 0.0 21.93 16.013 K Factor = 5.48 309 22.25 1.08 2E 4.61 5.500 15.787 K Factor = 5.60 to 120 1 5.762 10.372 -1.442 09 22.25 0.1375 0.0 15.872 2.183 Vel = 7.79 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard PARAMOUNT FIRE SYSTEMS, INC. Page 6 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-03) Date 12-23-10 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 22.25 16.528 K Factor = 5.47 310 23.24 1.08 2E 4.61 5.500 17.228 K Factor = 5.60 to 120 1 T 5.762 10.372 -1.442 C10 23.24 0.1491 0.0 15.872 2.366 Vel = 8.14 0.0 23.24 18.152 K Factor = 5.45 Cl 36.56 1.408 2E 6.617 10.000 10.463 to 120 1 6.617 13.234 0.217 C2 36.56 0.0947 0.0 23.234 2.201 Vel = 7.53 0.0 • 36.56 12.881 K Factor = 10.19 C3 37.07 1.408 2E 6.617 7.000 10.697 to 120 iT 6.617 13.234 0.217 02 37.07 0.0972 0.0 20.234 1.967 Vel = 7.64 0.0 37:07 12.881 K Factor = 10.33 CS 22.30 1.408 0.0 14.000 16.613 to 120 0.0 0.0 0.0 06 22.3 0.0379 0.0 14.000 0.531 Vel = 4.60 06 22.64 1.408 iT 6.617 11.750 17.144 to 120 0.0 6.617 0.0 07 44.94 0.1388 0.0 18.367 2.549 Vel = 9.26 0.0 44.94 19.693 KFactor= 10.13 08 21.93 1.408 - 0O'' 14.000 16.013 to 120 0.0 0.0 0.0 09 21.93 0.0368 0.0 14.000 0.515 Vel = 4.52 09 22.25 1.408 0.0 12.080 16.528 to 120 0.0 0.0 0.0 010 44.18 0.1344 0.0 12.080 1.624 Vel= 9.10 010 23.24 1.408 1 6.617 2.750 18.152 to 120 0.0 6.617 0.0 Cii 67.42 0.2940 0.0 9.367 2.754 Vel = 13.89 0.0 67.42 20.906 K Factor = 14.75 02 73.64 1.408 2E 6.617 6.000 12.881 to 120 1 6.617 13.234 -0.035 04 73.64 0.3461 0.0 19.234 6.656 Vel = 15.17 04 23.88 2.203 0.0 3.500 19.502 to 120 0.0 0.0 -0.039 07 97.52 0.0657 0.0 3.500 0.230 Vel = 8.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard PARAMOUNT FIRE SYSTEMS, INC. Page 7 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-03) Date 12-23-10 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn C7 44.94 2.203 0.0 9.670 19.693 to 120 0.0 0.0 -0.069 Cli 142.46 0.1326 0.0 9.670 1.282 VeI= 11.99 Cli 67.42 2.203 1V 4.774 5.000 20.906 to 120 1X 11.593 16.367 1.152 R3 209.88 0.2715 0.0 21.367 5.801 Vel = 17.67 R3 0.0 2.703 6V 40.099 20.000 27.859 to 120 0.0 40.099 0.0 R4 209.88 0.1003 0.0 60.099 6.027 Vel = 11.73 R4 0.0 2.703 3V 20.049 26.000 33.886 to 120 1X 16.786 36.835 5.271 R5 209.88 0.1003 0.0 62.835 6.301 Vel = 11.73 R5 0.0 4.31 4V 37.909 35.000 45.458 to 120 0.0 37.909 0.290 TOR 209.88 0.0103 0.0 72.909 0.754 Vel = 4.62 TOR 0.0 6.357 lScv 0.0 8.920 46.502 to 120 lFsp 0.0 22.632 4.824 * Fixed loss = 1 BOR 209.88 0.0016 lBfv 10.059 31.552 0.049 Vel = 2.12 11 12.573 BOR 0.0 6.357 ii 12.573 3.750 51.375 to 120 0.0 12.573 0.0 AG 209.88 0.0015 0.0 16.323 0.025 Vel = 2.12 AG 0.0 6.16 1L 12.911 7.000 51.400 to 140 0.0 12.911 1.516 UG1 209.88 0.0014 0.0 19.911 0.028 Vel = 2.26 UG1 0.0 5.86 1 8.947 108.000 52.944 to 150 1L 11.503 20.449 0.0 UG2 209.88 0.0015 0.0 128.449 0.196 Vel = 2.50 UG2 250.00 7.68 4F 45.11 262.000 53.140 Qa=250 to 150 2L 32.58 77.690 0.0 UG3 459.88 0.0018 0.0 339.690 0.596 Vel = 3.19 UG3 0.0 8.27 2L 41.12 15.000 53.736 to 140 1 55.354 96.474 5.655 * Fixed loss = 5.655 UG4 459.88 0.0014 iZic 0.0 111.474 0.154 Vel = 2.75 UG4 0.0 7.68 1 43.857 44.000 59.545 to 150 1G 5.012 48.869 0.0 SCM 459.88 0.0018 0.0 92.869 0.163 Vel = 3.19 0.0 459.88 59.708 K Factor = 59.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MODEL 350ADA with OS&Y option MODEL 350ADA with BGVIC option MATERIALS Main valve body Access covers Coatings Internals Fasteners & springs Elastorners Polymers Ductile Iron ASTM A 536 Grade 4 Ductile Iron ASTM A 536 Grade 4 FDA Approved electrostatic epoxy finish Stainless steel, 300 Series NORYLTM, NSF Listed Stainless Steel, 300 Series EPDM (FDA approved) Buna Nitrile (FDA approved) NORYL, NSF Listed SPECIFICATION SUBMITTAL SHEET (with OS&Y gates) (with BGVIC valves) FEATURES Sizes: U 2 1/2" U 3° U 4" 0 6 U 8' U 10" Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AWWA C606 (Flanged) ANSI 1316.1 Class 125 OPTIONS (Suffixes can be combined) U - with flanged end OS & Y gate valves (standard) U L - less shut-off valves (grooved body connections) U LM - less water meter U - with remote reading meter U - with gpm meter (standard) 0 - with cu ft/min meter U G - with grooved end OS&Y gate valves U FG - with flanged inlet gate connection and grooved outlet gate connection U P1 - with Post Indicator Gate Valves (4-10') UBGVIC - with grooved end butterfly valves ACCESSORIES U Repair kit (rubber only) U Thermal expansion tank (Model XT) U OS & Y Gate valve tamper switch (OSY-40) U Test Cock Lock (Model TCL24) DIMENSIONS & WEIGHTS (do not include pkg.) MODEL WEIGHT 350ADA SIZE in. mm WITHOUT GATES 9s kg WITH OS&Y GATES (GXF) Ibs. I kg WITH OS&Y GATES (GXG) Ibs. I kg WITH BU1TERFLY VALVES (GXG) Ibs. kg 2 1/2 65 105 47.5 207 94 199 90.3 123.8 56.2 3 80 104 47 224 101.5 214 97 124.4 56.5 4 100 91 41.3 245 111 219 99.4 j 123 55.8 6 150 141 64 377 171 347 158 193 87.6 8 200 302 137 778 353.2 754 342.3 410 186 10 250 355 161 1040 472.7 918 416.5 527 239.3 APPLICATION Designed for installation on potable water lines connections in fire sprinkler systems to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 350ADA shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and Unauthorized water Use. STANDARDS COMPLIANCE (HORIZONTAL & VERTICAL) ASSE® Listed 1048 AWWA Compliant C510 (with gates only) CSA® Certified (4-8") UL® Classified C-UL® Classified FM® Approved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California. NYC MEA221-04M-2 (2 1/2"-8") MODEL DIMENSION (approximate) - 350 ADA SIZE in mm A in I mm A WITH BUTTERFLY VALVES in I mm B LESS GATE VALVES in mm C in Imm D in I mm OS&Y OPEN in mm E OS&Y CLOSED in I mm E WITH BUTTERFLY VALVES in Imm F in mm G in Imm 21/2 65 .351/8 1 892 321/8 816 201/8 511 41/21 114 9 229 163/8 416 137/81 352 8 203 6 152 71/41 184 3 80 361/8 918 33 838 20118 511 41/21 114 9 229 187/8 479 155/8 397 8 203 6 152 71/4 184 4 100 381/4 972 33114 845 197/8 505 41/2 114 9 229 223/4 578 181/4 464 91/8 232 6 152 8 203 6 150 47 1/4 1200 401/4 1022 257/8 657 51/2 140 101/2 267 30118 765 233/4 603 101/8 257 7 178 10 254 8 200 62 1575 55 1397 181/2 978 10 254 12 305 373/4 959 29 1/4 143111 15/16 303 81/2 216 11 279 10 250 645/8 1642 58 1/2 1485 381/2 978 10 254 12 305 453/4 1162 353/8 899 135/16 338 81/2 216 12 305 Attention: Model 350ADA (grooved body) and Model 350DA (flange body) have different lay lengths. Page 1 of 2 104 a — a - -. -.-- 104 CO 69 3000 35 4000 FLOW CHARACTERISTICS MODEL 350ADA 2 112", 3" & 4" (STANDARD & METRIC) FLOW RATES (us) 0.0 12.6 25.2 37.9 50.5 fi- S2 15 CO a- LU 10 U, 'U 0 200 400 600 800 FLOW RATES (GPM) MODEL 350ADA 6",8" & 10" (STANDARD & METRIC) FLOW RATES (us) 0.0 63.1 126.2 189.3 252.4 15 10I 5r " C0 CO 'U 0 1000 2000 FLOW RATES (GPM) 0 Rated Flow (Established by approval agencies) TYPICAL INSTALLATION Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted at a mini- mum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. MODEL 350ADABGVIC (VERTICAL INSTALLATION) Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec lOft/sec 15 ft/sec 21/2" 75 112 149 224 115 173 230 346 1 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12" 1763 2644 3525 5288 PROTECTIVE MODEL 350ADA (OUTDOOR INSTALLATION) SPECIFICATIONS The Double Check Detector Backflow Prevention Assembly shall be ASSE® Listed 1048, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NorylTM (NSF Listed), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and second check valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Prevention Assembly shall be a WILKINS Model 350ADA. WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 11_2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com Page 2 of 2 Page 1 of 1 James From: Carlos Fimbres [cfimbres@vwd.org] Sent: Tuesday, October 05, 20101:11 PM To: James Cc: Kristie Little; James Gumpel Subject: Fire Flow James, Per our conversation earlier today regarding St. Elizabeth Seton Parish Center at 6628 Santa Isabel Street, the computer model fire flow results are as follows: Flow = 1,100 gpm Static PSI = 80 Residual PSI = 70 The maximum flow allowed is 1,200 gpm. Please contact me if you have any questions. Sincerely, Carlos Fimbres Capital Facilities Coordinator Vallecitos Water District 760-744-0460 ext. 321 760 - 310-8636 cell cfimbres@vwd.org Information from ESET N0D32 Antivirus, version of virus signature database 5506 (ZU11J1UU3) The message was checked by ESET N0D32 Antivirus. ip://www.eset.com 10/7/2010 55 M ASH604 / FTFIIALII'~Mv - - - Fire Protection by Computer Design PARAMOUNT FIRE SYSTEMS, INC. 8800 CUYAMACA STREET SANTEE, CA. 619-562-6247 Job Name : ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) REV-04 Building : 2ND LEVEL (REV-04) Location : System : MRA-02 Contract Data File St.Elizabeth_02_AsBuilt.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 PARAMOUNT FIRE SYSTEMS, INC. Page 1 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) REV-04 Date 05-24-11 Hydraulic Design Information Sheet Name - ST. ELIZABETH PARISH CENTER - MRA-02 Date - 05-24-11 Location - 211 SAXONY PLACE - ENCINITAS, CA. Building - 2ND LEVEL (REV-04) System No. - MRA-02 Contractor - C W DRIVER, INC. Contract No. - Calculated By - K. HOOTEN Drawing No. - FP-2.1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - Var Occupancy - A-3, B, S-i (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. NFPA 231 ( ) NFPA 231C Figure Curve Other Specific Ruling Made By Date Area of Sprinkler Operation - 1958 System Type Sprinkler/Nozzle Density - .10 (X) Wet Make TYCO Area Per Sprinkler - Var ( ) Dry Model RFII Elevation at Highest Outlet - 41.830 ( ) Deluge Size 1/2" Hose Allowance - Inside - 0 ( ) Preaction K-Factor 5.6 Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.155 Hose Allowance - Outside - 100 SIN# TY3531 Note AREA ADJUSTED PER NFPA #13 (2002), SECTION 11.2.3.2.4 Calculation Flow Required - 467.89 Press Required - 58.819 BOR Summary C-Factor Used: 150 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - N/A Cap. - T Time of Test - N/A Rated Cap.- Elev.- E Static Press - 72 8 Press - R Residual Press - 63 Elev. - Well Flow - 1100 Proof Flow S Elevation - -3 U P Location - SEE ATTCHED FLOW REPORT P L Source of Information - FLOW TEST MODELING BY VALLECITOS WATER DISTRICT Y 10% BUFFER = 72.0 STATIC, 63.0 RESIDUAL FLOWING 1100 GPM C Commodity N/A Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M SR TA O C R K A G E Single Row ( ) Conven. Pallet Double Row ( ) Slave Pallet Mult. Row Flue Spacing Longitudinal Horizontal Barriers Provided: Auto. Storage ( ) Encap. Solid Shelf ( ) Non Open Shelf Clearance:Storage to Ceiling Transverse Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S Y S T E M D E S I G N Water Supply Curve (C) PARAMOUNT FIRE SYSTEMS, INC. Page 2 ST. ELIZABETH PARISH CENTER -2ND LEVEL (MRA-02) REV-04 Date 05-24-11 City Water Supply: Demand: Cl - Static Pressure : 72 Dl - Elevation : 19.416 C2 - Residual Pressure: 63 D2 - System Flow : 467.892 stem Pressure : 68.065 Hose Adj City) ________ C2 - Residual Flow : 1100 . D2 - SrDemand Hose ) : 100 D3 - System Demand : 567.892 Safety Margin : 1.286 150 140 130 P 120 R11° E10° S 90 S 80 70 R6° D3 E5° 407 _____________________ 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N "1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary PARAMOUNT FIRE SYSTEMS, INC. Page 3 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) REV-04 Date 05-24-11 Fitting Legend . Abbrev. Name ½ ~ 1 11/4 1 1/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Bfv B Fly Vic 705W 0 0 0 0 0 0 5 5 0 12 12 8 11 12 14 0 0 0 0 0 E 90 Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 I 90 Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9. 13 16 18 24 27 30 34 40 N CPVC 90'Ell Harvel-Spears 7 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0 CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 P CPVC45'Elbow 1 1 1 2 2 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 R CPV0 Coupling Tee -Run S 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 Scv Tyco CV-1 Check Va. Fitting generates a Fixed Loss Based on Flow T 90 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90 Ell Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 X 90Tee- Branch Firelock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 0 0 0 0 0 0 0 Zic Wilkins 350ADA Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD PARAMOUNT FIRE SYSTEMS, INC. Page 4 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) REV-04 Date 05-24-11 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 201 41.83 5.6 10.68 na 18.31 0.1 60 7.0 202 41.83 5.6 10.67 na 18.29 0.1 60 7.0 203 41.83 5.6 8.73 na 16.55 0.1 60 7.0 204 41.83 5.6 7.53 na 15.37 0.1 60 7.0 205 41.83 5.6 7.0 na 14.82 0.1 60 7.0 206 41.83 5.6 7.0 na 14.82 0.1 60 7.0 207 41.83 5.6 7.67 na 15.51 0.1 60 7.0 208 41.83 5.6 8.97 na 16.77 0.1 60 7.0 209 32.67 5.6 10.37 na 18.04 0.1 75 7.0 210 28.42 5.6 16.44 na 22.7 0.1 108 7.0 211 28.42 5.6 14.66 na 21.44 0.1 108 7.0 212 32.67 5.6 10.18 na 17.87 0.1 75 7.0 213 31.0 5.6 10.89 na 18.48 0.1 81 7.0 214 27.67 5.6 11.97 na 19.37 0.1 100 7.0 215 27.67 5.6 11.7 na 19.16 0.1 64 7.0 216 27.67 5.6 11.65 na 19.11 0.1 64 7.0 217 27.67 5.6 11.65 na 19.11 0.1 100 7.0 218 32.67 5.6 10.05 na 17.75 0.1 75 7.0 219 31.0 5.6 10.71 na 18.33 0.1 81 7.0 220 28.42 5.6 11.88 na 19.31 0.1 108 7.0 221 28.42 5.6 12.46 na 19.77 0.1 108 7.0 222 32.67 5.6 10.31 na 17.98 0.1 75 7.0 223 31.0 5.6 11.58 na 19.06 0.1 81 7.0 224 27.67 5.6 16.95 na 23.05 0.1 100 7.0 225 32.67 5.6 23.15 na 26.94 0.1 75 7.0 131 42.42 11.01 na Ki 42.42 10.76 na K2 42.42 10.74 na B2 42.42 10.83 na K3 42.42 8.75 na K4 42.42 7.51 na B3 42.42 7.08 na KS 42.42 6.97 na K6 42.42 6.97 na B4 42.42 7.11 na K7 42.42 7.66 na K8 42.42 9.0 na K21 33.25 26.28 na K18 33.25 23.51 na K19 33.25 23.58 na K20 31.67 25.58 na K13 33.25 10.36 na K16 33.25 10.38 na K17 31.67 11.65 na K14 33.25 10.11 na K15 31.67 10.76 na K9 33.25 10.45 na K11 33.25 10.25 na K12 31.67 10.93 na K10 33.25 10.55 na L18 27.83 35.04 na L19 27.83 32.92 na Li 27.83 32.46 na L2 27.83 32.84 na L3 27.42 37.84 na L4 27.83 28.69 na LL 27.83 25.71 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard PARAMOUNT FIRE SYSTEMS, INC. Page 5 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) REV-04 Date 05-24-11 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Re q. L5 27.83 18.12 na L6 27.83 16.72 na L7 27.42 13.99 na L8 27.42 13.37 na L9 27.83 12.51 na L10 27.83 12.46 na Lii 27.83 12.45 na L12 27.83 12.51 na L13 27.83 12.8 na L14 27.83 13.08 na L15 27.42 16.37 na L16 27.42 18.29 na L17 27.83 25.45 na ALl 27.42 38.62 na AL2 27.42 36.41 na AL3 23.33 32.87 na 401 23.33 33.61 na AL4 23.33 33.61 na 402 23.33 34.15 na 403 23.33 34.92 na 404 23.33 35.7 na 405 23.33 36.48 na 406 23.33 37.26 na AL5 23.33 38.44 na Ri 27.0 39.92 na R3 22.17 43.08 na AL6 22.17 43.56 na R4 22.17 43.83 na R2 10.0 48.3 na R5 10.0 50.07 na TOR 9.33 53.78 na BOR 0.5 58.82 na AG 0.5 58.93 na UG1 -3.0 60.57 na UG2 -3.0 61.43 na 100.0 UG3 -3.0 62.31 na UG4 -3.0 67.82 na SCM -3.0 68.07 na The maximum velocity is 24.37 and it occurs in the pipe between nodes LL and L5 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final, Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC. Page 6 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) REV-04 Date 05-24-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 201 18.31 1.101 10 5.0 0.750 10.685 K Factor= 5.60 to 150 0.0 5.000 -0.256 K1 1831 0.0579 0.0 5.750 0.333 Vet = 6.17 0.0 18.31 10.762 K Factor = 5.58 202 18.29 1.101 10 5.0 0.750 10.669 K Factor= 5.60 to 150 0.0 5.000 -0.256 K2 18.29 0.0577 0.0 5.750 0.332 Vel = 6.16 0.0 18.29 10.745 KFactor= 5.58 203 16.55 1.101 10 5.0 0.750 8.731 K Factor = 5.60 to 150 0.0 5.000 -0.256 K3 16.55 0.0480 0.0 5.750 0.276 Vet = 5.58 0.0 16.55 8.751 K Factor = 5.59 204 15.37 1.101 10 5.0 0.750 7.528 K Factor = 5.60 to 150 0.0 5.000 -0.256 K4 15.37 0.0419 0.0 5.750 0.241 Vet = 5.18 0.0 15.37 7.513 K Factor = 5.61 205 14.82 1.101 10 5.0 0.750 7.000 K Factor= 5.60 to 150 0.0 5.000 -0.256 KS 14.82 0.0391 0.0 5.750 0.225 Vet = 4.99 0.0 14.82 6.969 K Factor = 5.61 206 14.82 1.101 10 5.0 0.750 7.002 K Factor= 5.60 to 150 0.0 5.000 -0.256 K6 14.82 0.0391 0.0 5.750 0.225 Vet = 4.99 0.0 14.82 6.971 K Factor = 5.61 207 15.51 1.101 10 5.0 0.750 7.670 K Factor = 5.60 to 150 0.0 5.000 -0.256 K7 15.51 0.0426 0.0 5.750 0.245 Vet = 5.23 0.0 15.51 7.659 K Factor = 5.60 208 16.77 1.101 10 5.0 0.750 8.971 K Factor= 5.60 to 150 0.0 5.000 -0.256 K8 16.77 0.0492 0.0 5.750 0.283 Vel = 5.65 0.0 16.77 8.998 K Factor = 5.59 209 18.04 1.101 10 5.0 0.750 10.374 K Factor = 5.60 to 150 0.0 5.000 -0.251 K9 18.04 0.0562 0.0 5.750 0.323 Vel = 6.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard PARAMOUNT FIRE SYSTEMS, INC. Page 7 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) REV-04 Date 05-24-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn 0.0 18.04 10.446 K Factor = 5.58 210 22.70 1.101 1 7.0 4.500 16.438 K Factor = 5.60 to 150 10 5.0 12.000 0.433 L16 22.7 0.0861 0.0 16.500 1.420 Vel = 7.65 0.0 22.70 18.291 K Factor = 5.31 211 21.44 1.101 1 N 7.0 4.500 14.659 K Factor = 5.60 to 150 10 5.0 12.000 0.433 L15 21.44 0.0774 0.0 16.500 1.277 Vel = 7.23 0.0 21.44 16.369 K Factor = 5.30 212 17.87 1.101 10 5.0 0.750 10.179 K Factor = 5.60 to 150 0.0 5.000 -0.251 K11 17.87 0.0553 0.0 5.750 0.318 Vel = 6.02 0.0 17.87 10.246 K Factor = 5.58 213 18.48 1.101 10 5.0 0.750 10.886 K Factor = 5.60 to 150 0.0 5.000 -0.290 K12 18.48 0.0588 0.0 5.750 0.338 Vel = 6.23 0.0 18.48 10.934 K Factor = 5.59 214 19.37 1.101 1 7.0 2.000 11.969 K Factor =5.60 to 150 10 5.0 12.000 -0.069 L13 19.37 0.0641 0.0 14.000 0.897 Vel = 6.53 0.0 19.37 12.797 K Factor = 5.41 215 19.16 1.101 1 N 7.0 2.000 11.702 K Factor = 5.60 to 150 10 5.0 12.000 -0.069 L12 19.16 0.0628 0.0 14.000 0.879 Vel = 6.46 0.0 19.16 12.512 KFactor= 5.42 216 19.11 1.101 1 7.0 2.000 11.646 K Factor = 5.60 to 150 10 5.0 12.000 -0.069 Lii 19.11 0.0625 0.0 14.000 0.875 Vel = 6.44 0.0 19.11 12.452 KFactor= 5.42 217 19.11 1.101 1 7.0 2.000 11.649 K Factor =5.60 to 150 10 5.0 12.000 -0.069 L10 19.11 0.0626 0.0 14.000 0.876 Vel = 6.44 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard PARAMOUNT FIRE SYSTEMS, INC. Page 8 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) REV-04 Date 05-24-11 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 19.11 12.456 K Factor = 5.41 218 17.75 1.101 10 5.0 0.750 10.047 K Factor =5.60 to 150 0.0 5.000 -0.251 K14 17.75 0.0546 0.0 5.750 0.314 Vel = 5.98 0.0 17.75 10.110 K Factor = 5.58 219 18.33 1.101 10 5.0 0.750 10.713 K Factor =5.60 to 150 0.0 5.000 -0.290 K15 18.33 0.0577 0.0 5.750 0.332 Vel = 6.18 0.0 18.33 10.755 K Factor = 5.59 220 19.31 1.101 1 7.0 4.500 11.884 K Factor = 5.60 to 150 10 5.0 12.000 0.433 L8 19.31 0.0638 0.0 16.500 1.052 Vel = 6.51 0.0 19.31 13.369 KFactor= 5.28 221 19.77 1.101 1 7.0 4.500 12.459 K Factor = 5.60 to 150 10 5.0 12.000 0.433 L7 19.77 0.0665 0.0 16.500 1.098 Vel = 6.66 0.0 19.77 13.990 K Factor = 5.29 222 17.98 1.101 10 5.0 0.750 10.313 K Factor = 5.60 to 150 0.0 5.000 -0.251 K16 17.98 0.0558 0.0 5.750 0.321 Vel = 6.06 0.0 17.98 10.383 K Factor = 5.58 223 19.06 1.101 10 5.0 0.750 11.579 K Factor= 5.60 to 150 0.0 5.000 -0.290 K17 19.06 0.0623 0.0 5.750 0.358 Vel = 6.42 0.0 • 19.06 11.647 K Factor = 5.58 224 23.05 1.101 1 7.0 2.000 16.948 K Factor = 5.60 to 150 10 5.0 12.000 -0.069 L5 23.05 0.0885 0.0 14.000 1.239 Vel = 7.77 0.0 23.05 0 18.118 K Factor = 5.42 225 26.94 1.101 10 5.0 0.750 23.149 K Factor =5.60 to 150 0.0 5.000 -0.251 K19 26.94 0.1181 0.0 5.750 0.679 Vel = 9.08 0.0 • 26.94 23.577 K Factor = 5.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard PARAMOUNT FIRE SYSTEMS, INC. Page 9 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) REV-04 Date 05-24-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn Bi -23.08 1.394 10 6.0 1.750 .11.008 to 150 1R 1.0 7.000 0.0 Ki -23.08 -0.0281 0.0 8.750 -0.246 Vel = 4.85 Ki 18.30 1.394 2P 4.0 6.000 10.762 to 150 1R 1.0 5.000 0.0 K2 -4.78 -0.0015 0.0 11.000 -0.017 Vel = 1.00 K2 18.29 1.394 10 6.0 1.750 10.745 to 150 0.0 6.000 0.0 B2 13.51 0.0105 0.0 7.750 0.081 Vel = 2.84 B2 -78.91 1.394 10 6.0 3.750 10.826 to 150 1R 1.0 7.000 0.0 K3 -65.4 -0.1930 0.0 10.750 -2.075 Vel = 13.75 K3 16.55 1.394 2P 4.0 6.000 8.751 to 150 1R 1.0 5.000 0.0 K4 -48.85 -0.1125 0.0 11.000 -1.238 Vel = 10.27 K4 15.36 1.394 10 6.0 1.750 7.513 to 150 0.0 6.000 0.0 B3 -33.49 -0.0560 0.0 7.750 -0.434 Vel = 7.04 B3 20.10 1.394 10 6.0 3.750 7.079 to 150 1R 1.0 7.000 0.0 K5 -13.39 -0.0102 0.0 10.750 -0.110 Vel = 2.81 K5 14.81 1.394 2P 4.0 6.000 6.969 to 150 1R 1.0 5.000 0.0 K6 1.42 0.0002 0.0 1 1.000 0.002 Vel = 0.30 K6 14.82 1.394 10 6.0 3.750 6.971 to 150 0.0 6.000 0.0 B4 16.24 0.0147 0.0 9.750 0.143 Vel = 3.41 B4 to K7 19.23 35.47 1.394 150 0.0623 10 1R 6.0 1.0 0.0 1.750 7.000 8.750 7.114 0.0 0.545 Vel = 7.46 K7' 15.51 1.394 2P 4.0 6.000 7.659 to 150 1R 1.0 5.000 0.0 K8 50.98 0.1217 0.0 11.000 1.339 Vel = 10.72 K8 16.78 1.394 10 6.0 3.750 8.998 to 150 0.0 6.000 0.0 Bi 67.76 0.2062 0.0 9.750 2.010 Vel = 14.24 Bi 23.08 1.598 4N 36.0 18.000 11.008 to 150 10 8.0 44.000 3.972 K21 90.84 0.1823 0.0 62.000 11.301 Vel = 14.53 K21 -36.78 1.598 3N 27.0 24.500 26.281 to 150 10 8.0 37.000 2.347 L19 54.06 0.0698 2R 2.0 61.500 4.292 Vel = 8.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard PARAMOUNT FIRE SYSTEMS, INC. Page 10 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) REV-04 Date 05-24-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn 0.0 54.06 32.920 K Factor = 9.42 K21 36.78 1.394 3N 24.0 25.500 26.281 to 150 10 6.0 32.000 2.347 Li 36.78 0.0666 213 2.0 57.500 3.828 Vel = 7.73 0.0 36.78 32.456 K Factor = 6.46 B2 78.91 1.598 4N 36.0 18.000 10.826 to 150 10 8.0 44.000 3.972 K18 78.91 0.1405 0.0 62.000 8.710 Vel = 12.62 K18 -9.19 1.598 3N 27.0 25.500 23.508 to 150 10 8.0 37.000 2.347 L2 69.72 0.1117 2R 2.0 62.500 6.983 Vel = 11.15 0.0 69.72 32.838 KFactor= 12.17 K18 9.19 1.394 iN 8.0 4.500 23.508 to 150 113 1.0 9.000 0.0 K19 9.19 0.0051 0.0 13.500 0.069 Vel = 1.93 K19 26.95 1.394 1 8.0 11.500 23.577 to 150 1 1.0 9.000 0.684 K20 36.14 0.0644 0.0 20.500 1.321 Vel = 7.60 K20 0.0 1.394 1 8.0 8.500 25.582 to 150 10 6.0 14.000 1.663 L4 36.14 0.0644 0.0 22.500 1.449 Vel = 7.60 0.0 36.14 28.694 K Factor = 6.75 B3 -20.09 1.598 4N 36.0 18.000 7.079 to 150 10 8.0 44.000 3.972 K13 -20.09 -0.0112 0.0 62.000 -0.693 Vel = 3.21 K13 25.26 1.394 1 8.0 5.500 10.358 to 150 1 1.0 9.000 0.0 K16 5.17 0.0017 0.0 14.500 0.025 Vel = 1.09 K16 17.98 1.394 1 8.0 11.500 10.383 to 150 1 1.0 9.000 0.684 K17 23.15 0.0283 0.0 20.500 0.580 Vel = 4.87 K17 34.20 1.394 iN 8.0 8.500 11.647 to 150 10 6.0 14.000 1.663 L6 57.35 0.1514 0.0 22.500 3.406 Vel = 12.06 0.0 57.35 16.716 K Factor = 14.03 K13 -25.26 1.598 1 9.0 4.500 10.358 to 150 1R 1.0 10.000 0.0 K14 -25.26 -0.0171 0.0 14.500 -0.248 Vel = 4.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard PARAMOUNT FIRE SYSTEMS, INC. Page ii ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) REV-04 Date 05-24-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn K14 17.75 1.598 1 9.0 11.500 10.110 to 150 1R 1.0 10.000 0.684 K15 -7.51 -0.0018 0.0 21.500 -0.039 Vel = 1.20 K15 18.33 1.598 1 9.0 8.500 10.755 to 150 10 8.0 17.000 1.663 L9 10.82 0.0036 0.0 25.500 0.091 Vel = 1.73 0.0 10.82 12.509 K Factor = 3.06 B4 -19.23 1.598 4N 36.0 18.000 7.114 to 150 10 8.0 44.000 3.972 K9 -19.23 -0.0103 0.0 62.000 -0.640 Vel = 3.08 K9 2.89 1.394 1 8.0 4.500 10.446 to 150 1R 1.0 9.000 0.0 Ku -16.34 -0.0148 0.0 13.500 -0.200 Vel = 3.43 Ku 1 17.87 1.394 1 8.0 11.500 10.246 to 150 1R 1.0 9.000 0.684 K12 1.53 0.0002 0.0 20.500 0.004 Vel = 0.32 K12 18.48 1.394 1 8.0 8.500 10.934 to 150 10 6.0 14.000 1.663 L14 20.01 0.0216 0.0 22.500 0.485 Vel = 4.21 0.0 - 20.01 13.082 K Factor = 5.53 K9 15.14 1.598 1 9.0 5.500 10.446 to 150 1R 1.0 10.000 0.0 K10 15.14 0.0066 0.0 15.500 0.103 Vel = 2.42 K10 0.0 1.598 3N 27.0 25.500 10.549 to 150 10 8.0 37.000 0.684 K17 15.14 0.0066 2R 2.0 62.500 0.414 Vel = 2.42 0.0 15.14 11.647 KFactor= 4.44 L18 -70.69 1.598 10 8.0 8.500 35.041 to 150 2R 2.0 10.000 0.0 L19 -70.69 -0.1146 0.0 18.500 -2.121 Vel = 11.31 L19 54.06 1.598 4P 8.0 30.000 32.920 to 150 12N 18.0 29.000 0.0 Li -16.63 -0.0079 3R 3.0 59.000 -0.464 Vel = 2.66 Li 36.78 1.598 2P 4.0 25.000 32.456 to 150 5R 5.0 9.000 0.0 L2 20.15 0.0112 0.0 34.000 0.382 Vel = 3.22 L2 69.72 1.598 2P 4.0 6.000 32.838 to 150 10 8.0 21.000 0.178 L3 89.87 0.1787 1 9.0 27.000 4.825 Vel = 14.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard PARAMOUNT FIRE SYSTEMS, INC. Page 12 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) REV-04 Date 05-24-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn L3 -191.47 1.598 2P 4.0 24.000 37.841 to 150 1 9.0 16.000 -0.178 L4 -101.6 -0.2242 3R 3.0 40.000 -8.969 Vel = 16.25 L4 36.14 1.598 2P 4.0 15.000 28.694 to 150 10 8.0 15.000 0.0 LL -65.46 -0.0994 3R 3.0 30.000 -2.983 Vel = 10.47 LL -86.91 1.598 10 8.0 7.000 25.711 to 150 1R 1.0 9.000 0.0 L5 -152.37 -0.4746 0.0 16.000 -7.593 Vel = 24.37 L5 23.05 1.598 1R 1.0 3.000 18.118 to 150 0.0 .1.000 0.0 L6 -129.32 -0.3505 0.0 4.000 -1.402 Vel = 20.69 L6 57.35 1.598 2P 4.0 10.500 16.716 to 150 1 9.0 14.000 0.178 L7 -71.97 -0.1185 1 1.0 24.500 -2.904 Vel = 11.51 L7 19.76 1.598 1R 1.0 8.500 13.990 to 150 0.0 1.000 0.0 L8 -52.21 -0.0654 0.0 9.500 -0.621 Vel = 8.35 L8 19.31 1.598 2P 4.0 10.500 13.369 to 150 1 9.0 14.000 -0.178 L9 -32.9 -0.0278 1 R 1.0 24.500 -0.682 Vel = 5.26 L9 10.82 1.598 1R 1.0 3.000 12.509 to 150 0.0 1.000 0.0 L10 -22.08 -0.0132 0.0 4.000 -0.053 Vel = 3.53 L10 19.11 1.598 1R 1.0 10.000 12.456 to 150 0.0 1.000 0.0 L11 -2.97 -0.0004 0.0 11.000 -0.004 Vel = 0.48 Lii 19.11 1.598 2P 4.0 3.000 12.452 to 150 1 1.0 5.000 0.0 L12 16.14 0.0075 0.0 8.000 0.060 Vel = 2.58 L12 19.16 1.598 1 1.0 8.000 12.512 to 150 0.0 1.000 0.0 L13 35.3 0.0317 0.0 9.000 0.285 Vel = 5.65 L13 19.37 1.598 1 1.0 3.000 12.797 to iSO 0.0 1.000 0.0 L14 54.67 0.0712 0.0 4.000 0.285 Vel = 8.75 L14 .20.01 1.598 2P 4.0 10.500 13.082 to 150 1 9.0 14.000 0.178 L15 74.68 0.1269 1 1.0 24.500 3.109 Vel = 11.95 L15 21.44 1.598 1 1.0 8.500 16.369 to 150 0.0 1.000 0.0 L16 96.12 0.2023 0.0 9.500 1.922 Vel = 15.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard PARAMOUNT FIRE SYSTEMS, INC. Page 13 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) REV-04 Date 05-24-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn L16 22.70 1.598 2P 4.0 10.500 18.291 to 150 iN 9.0 14.000 -0.178 L17 118.82 0.2996 1R 1.0 24.500 7.341 Vel = 19.01 L17 0.0 1:598 2P 4.0 17.000 25.454 to 150 10 8.0 15.000 0.0 L18 118.82 0.2996 3R 3.0 32.000 9.587 Vel = 19.01 0.0 118.82 35.041 K Factor = 20.07 L3 191.47 2.635 1V 5.903 2.250 37.841 to 120 0.0 5.903 0.0 ALl 191.47 0.0958 0.0 8.153 0.781 Vel = 11.26 ALl -236.22 1.598 3N 27.0 10.000 38.622 to 150 10 8.0 35.000 0.0 AL2 -44.75 -0.0492 0.0 45.000 -2.214 Vel = 7.16 AL2 0.0 1.598 6N 54.0 46.000 36.408 to 150 813 8.0 62.000 1.771 AL3 -44.75 -0.0492 0.0 108.000 -5.312 Vel = 7.16 0.0 -44.75 32.867 K Factor = -7.81 LL 86.91 1.598 1 9.0 14.000 25.711 to 150 10 8.0 17.000 1.949 AL3 86.91 0.1680 0.0 31.000 5.207 Vel = 13.90 AL3 -44.75 1.682 iT 9.9 4.500 32.867 to 120 0.0 9.900 0.0 AL4 42.16 0.0519 0.0 14.400 0.747 Vel = 6.09 0.0 42.16 33.614 KFactor= 7.27 401 0.0 1.682 0.0 4.750 33.614 to 120 0.0 0.0 0.0 AL4 0.0 0.0 0.0 4.750 0.0 Vel = 0 AL4 42.16 1.682 0.0 10.250 33.614 to 120 0.0 0.0 0.0 402 42.16 0.0519 0.0 10.250 0.532 Vel = 6.09 402 0.0 1.682 0.0 15.000 34.146 to 120 0.0 0.0 0.0 403 42.16 0.0519 0.0 15.000 0.778 Vel = 6.09 403 0.0 1.682 0.0 15.000 34.924 to 120 0.0 0.0 0.0 404 42.16 0.0519 0.0 15.000 0.778 Vel = 6.09 404 0.0 1.682 0.0 15.000 35.702 to 120 0.0 0.0 0.0 405 42.16 0.0519 0.0 15.000 0.778 Vel = 6.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard PARAMOUNT FIRE SYSTEMS, INC. Page 14 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) REV-04 Date 05-24-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 405 0.0 1.682 0.0 15.000 36.480 to 120 0.0 0.0 0.0 406 42.16 0.0519 0.0 15.000 0.778 Vel = 6.09 406 0.0 1.682 3E 14.849 8.000 37.258 to 120 0.0 14.849 0.0 AL5 42.16 0.0519 0.0 22.849 1.186 Vel = 6.09 AL5 0.0 1.598 3N 27.0 59.000 38.444 to 150 iT 11.656 45.656 0.502 AL6 42.16 0.0441 7R 7.0 104.656 4.611 Vel = 6.74 0.0 42.16 43.557 KFactor= 6.39 ALl 236.22 2.635 1V 5.903 2.000 38.622 to 120 0.0 5.903 0.182 Ri 236.22 0.1412 0.0 7.903 1.116 VeI= 13.90 Ri 0.0 4.26 3V 26.861 27.000 39.920 to 120 1X 21.067 47.928 7.363 R2 236.22 0.0136 0.0 74.928 1.020 Vel = 5.32 0.0 236.22 48.303 K Factor = 33.99 L18 189.51 2.635 4V 23.613 21.000 35.041 to 120 1X 14.827 38.440 2.451 R3 189.51 0.0940 0.0 59.440 5.587 Vel = 11.15 R3 0.0 4.26 4V 35.814 17.000 43.079 to 120 0.0 35.814 0.0 AL6 189.51 0.0091 0.0 52.814 0.478 Vel = 4.27 AL6 42.16 4.26 2V 17.907 3.000 43.557 to 120 0.0 17.907 0.0 R4 231.67 0.0132 0.0 20.907 0.275 Vel = 5.21 R4 0.0 4.26 3V 26.861 26.000 43.832 to 120 1X 21.067 47.928 5.271 R5 231.67 0.0131 0.0 73.928 0.971 Vel = 5.21 0.0 231.67 50.074 K Factor = 32.74 R2 236.22 4.26 0.0 130.000 48.303 to 120 0.0 0.0 0.0 R5 236.22 0.0136 0.0 130.000 1.771 Vel = 5.32 R5 231.67 4.26 4V 35.814 35.000 50.074 to 120 0.0 35.814 0.290 TOR 467.89 0.0482 0.0 70.814 3.414 Vel = 10.53 TOR 0.0 6.357 lScv 0.0 8.920 53.778 to 120 lFsp 0.0 22.632 4.824 * Fixed loss = 1 BOR 467.89 0.0069 1 Bfv 10.059 31.552 0.217 Vel = 4.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard PARAMOUNT FIRE SYSTEMS, INC. Page 15 ST. ELIZABETH PARISH CENTER - 2ND LEVEL (MRA-02) REV-04 Date 05-24-11 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 11 12.573 BOR 0.0 6.357 11 12.573 3.750 58.819 to 120 0.0 12.573 0.0 AG 467.89 0.0069 0.0 16.323 0.112 Vel = 4.73 AG 0.0 6.16 1L 12.911 7.000 58.931 to 140 0.0 12.911 1.516 UG1 467.89 0.0060 0.0 19.911 0.120 Vel = 5.04 UG1 0.0 5.86 iF 8.947 108.000 60.567 to 150 1L 11.503 20.449 0.0 UG2 467.89 0.0067 0.0 128.449 0.867 Vel = 5.57 UG2 100.00 7.68 4F 45.11 262.000 61.434 Qa= 100 to 150 2L 32.58 77.690 0.0 UG3 567.89 0.0026 0.0 339.690 0.879 Vel = 3.93 UG3 0.0 8.27 2L 41.12 15.000 62.313 to 140 iT 55.354 96.474 5.283 * Fixed loss = 5.283 UG4 567.89 0.0021 iZic 0.0 111.474 0.229 Vel = 3.39 UG4 0.0 7.68 1 43.857 44.000 67.825 to 150 1G 5.012 48.869 0.0 SCM 567.89 0.0026 0.0 92.869 0.240 Vel = 3.93 0.0 567.89 68.065 K Factor = 68.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 U Repair kit (rubber only) U Thermal expansion tank (Model XI) U OS & Y Gate valve tamper switch (OSY-40) U Test Cock Lock (Model TCL24) DIMENSIONS & WEIGHTS (do not include pkg.) MODEL 350ADA SIZE in. I mm WEIGHT WITHOUT GATES Ibs. kg WITH OS&Y GATES (GXF) Ibs. kg WITH OS&Y GATES (GXG) lbs. kg WITH BJrERFLY VALVES (GXG) Ibs. kg 2 1/21 65 105 47.5 207 94 199 90.3 123.8 56.2 3 80 104 47 224 101.5 214 97 124.4 56.5 4 100 91 71.3 245 111 219 99.4 1123 55.8 6 150 141 64 377 171 347 158 193 87.6 8 200 302 137 778 353.2 754 342.3 410 186 10 250 355 161 1040 472.7 918 416.5 527 239.3 SPECIFICATION SUBMITTAL SHEET (with OS&Y gates) (with BGVIC valves) FEATURES Sizes: U 2 1/2" U 3" U 4" U 6" U 8" L31 0" Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AWNA C606 (Flanged) ANSI 1316.1 Class 125 OPTIONS (Suffixes can be combined) U - with flanged end OS & Y gate valves (standard) O L - less shut-off valves (grooved body connections) U LM - less water meter O - with remote reading meter O - with gpm meter (standard) U - with cu ft/min meter U G - with grooved end OS&Y gate valves U FG - with flanged inlet gate connection and grooved outlet gate connection U P1 - with Post Indicator Gate Valves (4-10) OBGVIC - with grooved end butterfly valves ACCESSORIES APPLICATION Designed for installation on potable water lines connections in fire sprinkler systems to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 350ADA shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and unauthorized water use. STANDARDS COMPLIANCE (HORIZONTAL & VERTICAL) ASSE® Listed 1048 A\MNA Compliant C510 (with gates only) CSA® Certified (4'-8") UL® Classified C-UL® Classified FM® Approved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California. NYC MEA 221-04M-2 (2 1/2-8') MATERIALS Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved electrostatic epoxy finish Internals Stainless steel, 300 Series NORYL, NSF Listed Fasteners & springs Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrite (FDA approved) Polymers NORYL, NSF Listed MODEL DIMENSION (approximate) - 350 ADA SIZE in mm A in I mm A WITH BUTTERFLY VALVES in I mm B LESS GATE VALVES in mm C in I mm D in I mm E OS&Y OPEN in I mm E OS&Y CLOSED in I mm E WITH BUTTERFLY VALVES in Imm F in mm G in I mm 21/2 65 351/8 892 32118 816 201/8 511 41/2 114 9 229 163/8 416 137/8 352 8 203 6 152 71/41 184 3 80 361/8 918 33 838 201/8 511.41/2 114 9 229 187/8 479 155/8 397 8 203 6 152.71/41 184. 4 100 381/4 972 331/4 845 197/8 505141/2 114 9 229 223/4 578 181/4 464 91/8 232 6 152 8 203 6 150 471/4 1200 401/4 1022 257/8 657 51/2 140 101/2 267 301/8 765 233/4 603 101/8 257 7 178 10 254 8 200 62 1575 55 1397 381/2 978 10 254 12 305 373/4 959 29 1/4 43111 15/16 303 81/2 216 11 279 10 250 645/8 1642 58-1/2 1485 381/2 978 10 254 12 305 453/4 1162 353/8 899 135/16 1 338 81/2 216 12 305 Attention: Model 350ADA (grooved body) and Model 350DA (flange body) have different lay lengths. (Patent No. 5,913,331) - -DOCUMENTM A REVISION: System No. C-AJ-1353 F Rating - 3 Hr I Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/Lin Ft L Rating At 400°F - Less Than 1 CFM/Lin Ft Section A-A Floor or Wall Assembly - Lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete floor or wall. Mm thickness of concrete is shown in table in Item 4B. Floor may also be constructed of any min 6 in. (152 mm) thick hollow-core Precast Concrete Units*. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 14 in. (356 mm). Max diam of opening in floors constructed of hollow-core is 7 in. (178 mm). See Concrete Blocks (CAZT) or Precast Concrete Units (CFTV) categories in the Fire Resistance Directory for names of manufacturers. Steel Sleeve -(Optional) - Nom 14 in. (356 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe or No. 26 ga (0.022 in. or 0.56 mm thick) sheet steel sleeve with square anchor flange spot welded to the sleeve at approx mid-height. Sleeve cast or grouted in place flush with floor or wall surfaces. Steel pipe sleeve may project a max of 2 in. (51 mm) beyond the floor or wall surfaces. Through Penetrant - One metallic pipe, conduit or tube to be installed eccentrically or concentrically within the firestop system. The annular space between the pipe, conduit or tube and the periphery of the opening shall be min a in. (point contact). The max annular space is 1 in. or 2 in. (25 or 51 mm) as shown in the table in Item 4B . Pipe, conduit or tube to be rigidly supported on both sides of the floor or wall assembly. The following types and sizes of metallic pipes, conduits and tubes may be used: Steel Pipe - Nom 12 in. (305 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe. Iron Pipe - Nom 12 in. (305 mm) diam (or smaller) cast or ductile iron pipe. Conduit - Nom 6 in. (152 mm) diam (or smaller) rigid steel conduit, nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT) or nom 4 in. (102 mm) diam (or smaller) flexible steel conduit. Copper Pipe - Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. Copper Tube - Nom 4 in. (102 mm) diam (or smaller) Regular L (or heavier) copper tube. Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 - Reproduced courtesy of Underwriters Laboratories, Inc. U Q Created or Revised: May 26, 2009 C-AJ-1353 1.3 1. .L (800)992-1180 • (908)526-8000 • FAX (908)231-8415 • E-Mail:techserv@stifirestop.com • Website:ww.stfirestop.com PAGE 1 0F2 50.5 104 FLOW CHARACTERISTICS MODEL 350ADA 2112",3" & 4" (STANDARD & METRIC) FLOW RATES (us) 0.0 12.6 25.2 37.9 2 15 U, IL — -p CC o CL 0 200 400 600 FLOW RATES (GPM) MODEL 350A0A 6", 8" & 10" (STANDARD & METRIC) FLOW RATES (1/5) 63.1 126.2 189.3 252.4 104 69 Uj 35 1.5 U, 'U 0 CX 4000 0 1000 2000 FLOW RATES (GPM) 3000 0 Rated Flow (Established by approval agencies) TYPICAL INSTALLATION Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted at a mini- mum of 12' (305mm) and a maximum of 30' (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec lOft/sec 15 ft/sec 2 1/2" 75 112 149 224 115 173 230 346 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12" 1763 2644. 3525 5288 PROTECTIVE MODEL 350ADABGVIC (VERTICAL INSTALLATION) MODEL 350ADA (OUTDOOR INSTALLATION) SPECIFICATIONS The Double Check Detector Backflow Prevention Assembly shall be ASSE® Listed 1048, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NorylTM (NSF Listed), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and second check valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Prevention Assembly shall be a WILKINS Model 350ADA. WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 11.2 Phone:905/405-8272 Fax:905/405-1292 Product SupportHeIp Line: 1-877-BACKFLOW (1-877-222-5356) • Website: http://www.zum.com Page 2 of 2 Page 1 of I James From: Carlos Fimbres [cfimbres©vwd.org] Seflt: Tuesday, October 05, 2010 1:11 PM To: James Cc: Kristie Little; James Gumpel Subject: Fire Flow James, Per-our conversation earlier today regarding St. Elizabeth Seton Parish Center-at 6628 Santa Isabel Street, the computer model fire flow results are as follows: Flow = 1,100 gpm Static PSI = 80 Residual PSI = 70 The maximum flow allowed is 1,200 gpm. Please contact me if you have any questions. Sincerely, Carlos Fimbres Capital Facilities Coordinator Vallecitos Water District 760-744-0460 ext. 321 760 - 310-8636 cell cfimbres@vwd.org Information from ESET N0D32 Antivirus, version of virus signature database 5506 (LUIUIUOJ) The message was checked by ESET N0D32 Antivirus. 10/7/2010 Page# 1-15 cj 16-21 22-33 34 -41 42-47 48 -75 76 -80 81 -88 AS004- Paramount FIRE S VS TEMS, INC. St Elizabeth Seton Parish Center 6628 Santa Isabel St, Carlsbad, CA, 92009 AUTOMATIC WET FIRE SPRINKLER SYSTEM Material Submittal Table of Contents SECTION I: MATERIAL Sprinkler Heads Valves & Gauges Grooved Fittings Steel Pipe & Fittings CPVC pipe & fittings Hangers & Seismic Assemblies Electrical & Accessories 8: Fire Stopping AP'ROV O SUBMTTEb CIRLS P E PART P.O. Box 713194 Santee, CA 92072 (619) 562-6247 fax (619) 562-6273 tqCo Fire Suppression & Building Products Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 Email: techserv@tycofp.com Series RFII - 56 K-factor "Royal Flush II" Concealed Pendent Sprinklers Quick & Standard Response, Standard Coverage General Description The Tyco® Series RFII Quick Response (3-mm bulb) and Standard Response (5-mm bulb), 5.6 K-Factor, 'Royal Flush II" Concealed Pendent Sprin- klers are decorative sprinklers featur- ing a flat cover plate designed to con- ceal the sprinkler. These sprinklers are optimal for architecturally sensitive ar- eas such as hotel lobbies, office build- ings, churches, and restaurants. Each sprinkler includes a Cover Plate! Retainer Assembly and a Sprinkler! Support Cup Assembly. The separa- ble, two-piece assembly design pro- vides the following benefits: Allows installation of the sprinklers and pressure testing of the fire pro- tection system prior to installation of a suspended ceiling or applica- tion of the finish coating to a fixed ceiling. Permits the removal of suspended ceiling panels for access to building service equipment without having to first shut down the fire protection system and remove sprinklers. Provides for 1/2 inch (12,7 mm) of vertical adjustment to allow a mea- sure of flexibility in determining the length of fixed piping to cut for the sprinkler drops. IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its components and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. The Series RFII Sprinklers are shipped with a Disposable Protective Cap. The Protective Cap is temporarily removed during installation and replaced to help protect the sprinkler during ceiling in- stallation or finish. The tip of the Pro- tective Cap can be used to mark the center of the ceiling hole into plaster board or ceiling tiles by gently push- ing the ceiling product against the Pro- tective Cap. When ceiling installation is complete, the Protective Cap is re- moved and the Cover Plate/Retainer Assembly is installed. As an option, the Series RFII Standard Response (5-mm bulb) "Royal Flush II" Concealed Pendent Sprinklers can be fitted with a silicone Air and Dust Seal. (Refer to Figure 5.) The Air and Dust Seal is intended for sensitive areas where it is desirable to prevent air and dust from the area above the ceiling to pass through the cover plate. The Series RFII Concealed Pendent Sprinklers described herein must be installed and maintained in compliance with this document and with the appli- cable standards of the National Fire Protection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number (SIN) TY3531 - 3 mm bulb 1Y3551 5 mm bulb Custom Color cover plates to match adjacent finish - per finish specs 09 06 00 Page 1 of 6 OCTOBER 2009 TFPI8I TFPISI Page 2 of 6 1/2' NPT SEALING ASSEMBLY FRAME CAP SUPPORT CUP WITH BULB ROLL FORMED THREADS - COMPRESSION - SCREW GUIDE PINS (2) DEFLECTOR ____---- (DROPPED DEFLECTOR POSITION) SPRINKLER/SUPPORT CUP ASSEMBLY THREAD INTO LI RETAINER SUPPORT CUP Ij WITH THREAD UNTIL MOUNTING 0 "k— DIMPLES SURFACE IS . FLUSH WITH EJECTION CEILING • SPRING H , SOLDER COVER TABS (3) COVER PLATE/RETAINER PLATE ASSEMBLY FIGURE 1 MODEL RFII CONCEALED SPRINKLER ASSEMBLY Technical Data Sprinkler Approvals Approvals apply only to the service conditions indicated in the Design Cri- teria section. TY3531 (3-mm Bulb) is UL Listed, C-UL Listed, LPCB Approved (Ref. No. 094a/10), VdS Approved (Cer- tificate No. G 4090007), and NYC Approved (MEA 353-01-E) as Quick Response. TY3531 (3-mm Bulb) is FM Ap- proved as Standard Response. Factory Mutual does not approve any concealed sprinklers for quick response. 1Y3551 (5-mm Bulb) is UL Listed, C-UL Listed, FM Approved, LPCB Approved (Ref. No. 094a/9), and NYC Approved (MEA 353-01-E) as Standard Response. Approvals for Air and Dust Seal UL and C-UL Listed for use with the RFII Standard Response Concealed Sprinkler (TY3551). Maximum Working Pressure Maximum 250 p (17,0 bar) by UL, C-UL, and Nye Maximum 175 psi (12,1 bar) by FM, VdS, and LPCB Temperature Rating 155°F/68°C Sprinkler with 139°F/59°C Plate 200°F/03°C Sprinklor with 1 65F/74C Pla! Discharge Coefficient K= 5.6 GPM/psi1/2 (80,6 LPM/bar1l2) Adjustment 1/2 inch (12,7 mm) Finishes See the Ordering Procedure section. Physical Characteristics Frame ...................Bronze Support Cup... Chrome Plated Steel Guide Pins .........Stainless Steel Deflector.................Bronze Compression Screw.........Brass Bulb ......................Glass Cap.............Bronze or Copper Sealing Assembly.........Beryllium Nickel w/ Teflont Cover Plate................Brass Retainer ..................Brass Ejection Spring......Stainless Steel tDuPont Registered Trademark Design Criteria The Tyco® Series RFll Concealed Pen- dent Sprinklers are intended for fire protection systems designed in ac- cordance with the standard instal- lation rules recognized by the appli- cable Listing or Approval agency; for example, UL Listing is based on NFPA 13 and VdS Approval is based on the CEA 4001. For more information on LPCB and VdS Approvals, contact Tyco Fire Sup- pression & Building Products at the following office: Enschede, Netherlands Telephone: 31-53-428-4444 Fax: 31-53-428-3377 The Series RFll Concealed Pendent Sprinklers are only listed and approved with the Series RFII Concealed Cover Plates having a factory applied finish. Do not use the Series RFII in applica- tions where the air pressure above the ceiling is greater than that below. Down drafts through the Sprinkler/Support Cup Assembly can delay sprinkler op- eration in a fire situation. CLEARANCE HOLE TFPI8I Page 3 of 6 FACE OF SPRINKLER FITTING SPRINKLER SUPPORT CUP ASSEMBLY 1/2° (12,7 mm) THREADED D ADJUSTMENT FACE OF CEILING, RETAINING RING MOUNTING SURFACE CLEARANCE HOLE - DIAMETER DIMENSION Operation When exposed to heat from a fire, the Cover Plate, normally soldered to the Retainer at three points, falls away to expose the Sprinkler/Support Cup Assembly. The Deflector—supported by the Guide Pins—then drops down to its operational position. The glass Bulb contains a fluid that ex- pands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb, activating the sprinkler and allowing water to flow. I I I I V 3/16 to 11/16° MANUFACTURER DEFLECTOR COVER PLATE (4,8 to 17,5 mm) PRESET GAP IN DROPPED RETAINER REFERENCE 3/32 (2,4 mm) POSITION ASSEMBLY COVER PLATE COVER PLATE PROFILE DEPTH DIAMETER DIMENSION B DIMENSION A 3-1/4 inches (82,6 mm) C: 2-3/8 to 2-5/8 inches (60,3 to 66,7 mm) 3/16 inches (4,8 mm) D: 1-3/4 to 2-1/4 inches (44,5 to 57,2 mm) FIGURE 2 SERIES CONCEALED SPRINKLER INSTALLATION DIMENSIONS FIGURE 4 DISPOSABLE PROTECTIVE CAP TFPIBI Page 4 of 6 Installation The Tyco® Series RFII must be in- stalled in accordance with the follow- ing instructions. Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bub- ble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 155°F/68°C and 3/32 inch (2,4 mm) for the 200°F/930C temperature ratings. Obtain a 1/2 inch NPT sprinkler joint by applying a minimum to maximum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque can dis- tort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in the Sprinkler by under- or over-tightening the Sprin- kler/Support Cup Assembly. Re-adjust the position of the sprinkler fitting to suit Step 1. Install the sprinkler only in the pendent position with the center-line of the sprinkler perpendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap- plied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step 4. Wrench-tighten the sprinkler using only the RFII Sprinkler Wrench. (Refer to Figure 3.) Apply the RFII Sprinkler Wrench to the Sprinkler as shown in Figure 3. Step 5. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. (Refer to Figure 4.) The Protective Cap helps prevent damage to the Deflector and Arms during ceiling installation and/or finish. You can also use the Protective Cap to locate the center of the clear- ance hole by gently pushing the ceiling material up against the center point of the Protective Cap. _'L.itI.1 As long as the Protective Cap remains in place, the system is considered "Out of Service". Step 6. After the ceiling has been com- pleted with the 2-1/2 inch (63,5 mm) diameter clearance hole and in prepa- ration for installing the Cover Plate/Re- tainer Assembly, remove and discard the Protective Cap. Verify that the De- flector moves up and down freely. If the Sprinkler is damaged and the Deflector does not move up and down freely, replace the entire Sprinkler. Do not attempt to modify or repair a damaged sprinkler. Step 7. When installing an Air and Dust Seal, refer to Figure 5; otherwise, pro- ceed to Step 8. To attach the Air and Dust Seal, verify the angle of the out- side edge of the seal is oriented ac- cording to Figure 5. Start the edge of the Retainer in the grooved slot of the Air and Dust Seal and continue around the retainer until the entire Air and Dust Seal is engaged. Step 8. Screw on the Cover Plate/ Retainer Assembly until the Retainer (shown in Figure 2) or the Air and Dust Seal (shown in Figure 5) contacts the ceiling. Do not continue to screw on the Cover Plate/Retainer Assembly so that it lifts a ceiling panel out of its normal position. If you cannot engage the Cover Plate/Retainer Assembly with the Support Cup or you cannot engage the Cover Plate/Retainer As- sembly sufficiently to contact the ceil- ing, you must reposition the Sprinkler Fitting. Care and Maintenance The Tyco® Series RFII must be maintained and serviced in accordance with the following instructions. Before closing a fire protection sys- tem main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection sys- tem from the proper authorities and no- tify all personnel who may be affected by this action. Absence of the Cover Plate/Retainer Assembly can delay sprinkler opera- tion in a fire situation. When properly installed, there is a nominal 3/32 inch (2,4 mm) air gap be- tween the lip of the Cover Plate and the ceiling, as shown in Figure 2. This air gap is necessary for proper operation of the sprinkler. If the ceil- ing requires repainting after sprinkler installation, ensure that the new paint does not seal off any of the air gap. Do not pull the Cover Plate relative to the Enclosure. Separation may result. Replace sprinklers that: are leaking or exhibiting visible signs of corrosion. were modified or over-heated. Never paint, plate, coat, or otherwise alter automatic sprinklers after they leave the factory. Never repaint facto- ry-painted Cover Plates. If necessary, replace them with factory-painted units. Non-factory applied paint can adversely delay or prevent sprinkler operation in the event of a fire. Exercise care to avoid damage to sprinklers before, during, and after in- stallation. Replace sprinklers damaged by dropping, striking, wrench twisting, wrench slipping, or the like. Also, re- place any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Refer to the Installation section.) If you must remove a sprinkler, do not reinstall it or a replacement without re- installing the Cover Plate/Retainer As- sembly. If a Cover Plate/Retainer As- sembly becomes dislodged during service, replace it immediately. Responsibility lies with sprinkler own- ers for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the ap- plicable standards of the National Fire Protection Association (for example, NFPA 25), in addition to the standards of any other authorities having jurisdic- tion. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national code. SUPPORT SPRINKLER FACE OF ORIENT CUP CEILING _- SEAL BEVEL AS SHOWN COVER PLATE RETAINER ASSEMBLY CLEAN ROOM W LIP OF COVER SEAL RETAINER PLATE FIGURE 5 OPTIONAL AIR AND DUST SEAL FOR SERIES RFII (TV3551) TFPI8I Page 5 of 6 Limited Warranty Products manufactured by Tyco Fire Suppression & Building Products (TFSBP) are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFSBP. No warranty is given for prod- ucts or components manufactured by companies not affiliated by ownership with TFSBP or for products and com- ponents which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by TFSBP to be defective shall be either repaired or replaced, at TFSBP's sole option. TFSBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of prod- ucts or parts of products. TFSBP shall not be responsible for sprinkler system design errors or inaccurate or incom- plete information supplied by Buyer or Buyer's representatives. In no event shall TFSBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFSBP was informed about the possibility of such damages, and in no event shall TFSBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied, including warranties of merchantability and fitness for a particular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name. Sprinkler/Support Cup Assembly Specify: (SIN), (temperature rating from below) Series RFII Concealed Pendent Sprinkler, P/N (specify). 155°FI68C 200FI93C TY3531 51-792-1-155 Cl 732 1 200 TY3551 51 TSO-1-133 31-790-1-200 Separately Ordered Cover Plate/ Retainer Assembly: Specify: (temperature rating from be- low) Series RFll Concealed Cover Plate with (finish), P/N (specify). Sprinkler Wrench Specify: RFll Sprinkler Wrench, P/N 56-000-1-075. Air and Dust Seal Specify: Air and Dust Seal, P/N 56-908-1-001. 139°F/59C(a) 165F/74C(b) brs ...........DO-f-I-h3 '56-792-1-16 Chromc.CC 702 0 135 Signal White (RAL 9003).... 56-792-4-135 5 Custom Color cover Gley WhL (RAL 9002.... 30-792--8-15 5X6-72-5 plates to match PuroWhito(c) (flAL 0010).... CC 702 3 135 Custom ........56-792-X-135 5 adjacent finish - per finish specs 09 06 00 For use with 155F/68°C sprinklers. For use with 200°F/93C sprinklers. Eastern Hemisphere sales only. TFPISI Page 6 of 6 © 2008 -2009 TYCO FIRE SUPPRESSION & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 tqC0 /Fire & Building / Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series TY-FRB - 28-42, 5.6, and &O K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright and Pendent Sprinklers described in this data sheet are quick response - standard cover- age, decorative 3 mm glass bulb type spray sprinklers designed for use in light or ordinary hazard, commercial occupancies such as banks, hotels, shopping malls, etc. The recessed version of the Series TY-FRB Pendent Sprinkler, where ap- plicable, is intended for use in areas with a finished ceiling. It uses either a two-piece Style 10 (1/2 inch NPT) or Style 40 (3/4 inch NPT) Recessed Es- cutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position, or a two-piece Style 20 (1/2 inch NPT) or Style 30 (3/4 inch NPT) Recessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjust- ment or up to 1/2 inch (12,7 mm) of total adjustment from the flush pen- dent position. The adjustment pro- vided by the Recessed Escutcheon re- duces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. tamed when exposed to corrosive at- mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corro- sive environment. The effects of ambi- ent temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An intermediate level versions of the Series TY-FRB Pendent Sprinklers are detailed in Technical Data Sheet TFP356, and Sprinkler Guards are de- tailed in Technical Data Sheet TFP780 WARNINGS The Series TY-FRB Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Model/Sprinkler Identification Numbers - Upright 2.8K, 1/2" T 1Y1231 - , 2"NPT TY2131 - ight . 2'NPT - Pendent 4.21K, 1/2 T TY3131 - Upright 5.61K, 1/2"NPT 1V3231 - Pendent 5.61K, 1/2"NPT endent 8. Page 1 of 10 APRIL, 2006 TFPI7I Page 2oflO TFPI7I ESCUTCHEON 7/16'(11,1 mm) STYLE 10or20 PL TESEATING NOMINAL RECESSED SSU* S FACE MAKE-IN ESCUTCHEON NPT DEFLECTOR (57,2 mm) NOMINAL MAKE-IN 2 mm 6. FLATS 1 SSPDEFLECTOR* 2- 8'(73,0mm)DIA. 1/2" NOT/ f PENDENT RECES D PENDENT UPRIG CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb Deflector * Te erature rating is indicated on deflector or adjacent to 2 Button Assembly 5 - Compression 7 - shing orifi seat on frame. Screw ** ipe thread connections per ISO 7/1 can be provided on pecial request. FIGU QUICK RESPONSE SERIES TY-FRB UPRIGHT ( 1) AND PENDENT (TY1231) SPRINKLERS 2.8K-FACTO ,1/21 HNPT N ESCUTCHEON 7/16(11,1 mm) TYLE10or20 PLATE SEATING , ** NOMINAL RECESSED \* SS SURFACE MAKE-IN ESCUTCHEON NOT T / DEFLEC T_ 7/16"' 5 (55,6 mm) NOMINAL 4 2-3/\16" 2 1-1/2" FLATS 3 SSP DEFLECTOR* 2-7/8" (73,0 mm) DIA. 1/2 NPT** PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 2 QUICK RESPONSE SERIES TV-FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K-FACTOR, 112 INCH NPT TFPI7I Page 3oflO ESCUTCHEON 7/16 (11,1 mm) PLATE SEATING 1/2 ** NOMINAL SURFACE NPT MAKE-IN 2-3/16 (55,6 mm) STYLE 10 or 20 RECESSED ESCUTCHEON SSU* DEFLECTOR jr(N " mm) NAL IN2-3/16" WRENCH (55,6 mm) FLATS 1/2' NPT** I 1-1/2' (38,1 mm) WL SSP DEFLECTOR* 2-7/8' (73,0 mm) DIA. 6* 5 4 2 3 PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY3 131) AND PENDENT (TY3231) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT ESCUTCHEON 1 tD%tE SEATING ** NOMINAL RECESSED sSu* NPT /2" (12,7 mm) STYLE 30 or 40 MAKE-IN ESCUTCHEON DEFLECTOR T__ 1 6 2-5/16" (12,7 m (58,7 mm) NO AL 4 / 1/2" __ \ / AKE-IN /16" 2 1-9 WRENCH 2-1/4" (39,7 mm) (57,2 mm) SSP DEFLECTOR* , mm) DIA. NPT** PENDENT R_SEDPENDENT UPRIG CROSSSECTION 1 - Frame Sealin 4 - Bulb 6 - Deflector * Temperature rating is in i ted on deflector or adjacent to 2- Button bIY 5 Compression orifice seat on frame. 5e screw **Pipe thread connectios per ISO an be provided on special request. FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4 131) AND PENDENT (TY4231) SPRINKLERS 8.0 K-FACTOR, 314 INCH NPT Technical Data Approvals UL and C-UL Listed. FM, LPCB, and NYC Approved. (Refer to Table A and B for complete approval information including corro- sion resistant status.) Maximum Working Pressure Refer to Table C. Discharge Coefficient K = 2.8 GPM/psi112 (40,3 LPM/bar1l2) K = 4.2 GPM/psi112 (60,5 LPM/barl'2) K = 5.6 GPM/psi112 (80,6 LPM/bar1l2) K = 8.0 GPM/psi112 (115,2 LPM/bar112) Temperature Ratings Refer to Table A and B Finishes Sprinkler: Refer to Table A and B. Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated. Physical Characteristics Frame ............Bronze Button ........Brass/Copper Sealing Assembly .......... Beryllium Nickel w/Teflont Bulb ..............Glass Compression Screw .....Bronze Deflector .......Copper/Bronze Bushing (K=2.8) .......Bronze Operation The glass Bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb, allowing the sprinkler to activate and water to flow. Design Criteria The Series TY-FRB Pendent and Up- right Sprinklers are intended for fire protection systems designed in ac- cordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Pre- vention Data Sheets ). Only the Style 10, 20, 30, or 40 Recessed Escutch- eon, as applicable, is to be used for recessed pendent installations. Page 4 of 10 TFPI7I SPRINKLER FINISH (See Note 7) K TYPE TEMP. BULB LIQUID NATURAL BRASS I CHROME PLATED I WHITft PoLySTER 2.8 • PENDENT UP$GHT 135°F/57°C Orange 125 Red 175°F/79°C Yellow 200°F193°C Green 286°F/141°C Blue NPT RECESSED Figure 5 200F/93C 1'F/68°C PENDENT (1Y1231)* 17579°C /1,2,5 2O0°F/°C 135°F/57°b RECESSED 155°FI68C PENDENT (TY1231) 6 135F/57°C JGreen 175°F/79°C Figure 4.2 1/2" NPT / PENDENT (TY2231) and UPRIGHT 'Y'2131) 135F/57°C $ange" 1, 2 155°F/68C Red 175°F179~ Yellow 2oo0F,830C Green 286/I14rC Blue RECESSED PENDENV (TY223)' FigØ y65°F/5rC Orange Red F200'F/93-C Yellow Green ESSED PENDENT (TY2231) Figure 8 135°F/57C Orange 155°F16&C Red 175°F179°C Yellow 200°F193°C Green NOTES: Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Re- sponse Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprin- klers. 5. Approved by the City of New York under MEA 354-01-E. 7. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprin- klers are UL and C-UL Listed as Corrosion Resistant Sprinklers. * Installed with Style 10(1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. ** Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS 2.8 AND 4.2 K-FACTOR SPRINKLERS 1- TFPI7I Page 5 of 10 Building Interior SPRINKLER FINISH (See Note 8) K TYPE TEMP. BULB LIQUID NATURAL BRASS COATED' iing ex eriorq 1,2, 3, 5 - 5.6 PENDENT (TY3231) and UPRIGHT (TY3131) 136°F/572C Orange 1,2,3,4,5,6,7 < 1°rI68°-G Rod 1-7F/79°C -XUW 200"F193°C Green 20C°r/14C —B1e D1 RECESSED PENDENT (TY3231)* Figure 9 135°F/57°C Orange 1245 Red _ _______ 175°F/79°C _______ Yellow 200°F/93°C Green RECESSED PENDENT (TY3231) 135"F/57"C Orange 1,2,3,4,5 1,2,4,5 155"F/68"C J25F17C Yellow 200°F/93°C Green .5-.---. 8.0 ENT r'(TY423 and UPRIGHT (TY4131) 135°F/57°C Orange 1, 2, 3, 4, 5, 6, 7 1,2,5 155"F/68°C Red 1 5U"C Yellow 200°F/93° 286°F/141°C -S Blue NPT RECESSED PENDENT (TY4231)" Figure 11 135"F/57"C Green 5 N/A 155"F168°C Orange 175°F/79°C Red 200°F193°c Yellow RECESSED PENDENT (TY94r" gure 12 135"F/57°C e11 -_____________________ 1, 2, 3,4, 5 Red 175°F/79°C Yellow 200°F/93°C Green NOTES: Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/04) as Quick Response Sprinklers; however, the LPCB does not rate the thermal sensitivity of recessed sprinklers. Approved by the City of New York under MEA 354-01-E. VdS Approved (For details contact Tyco Fire & Building Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53-428-3377). Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion Resistant Sprinklers. Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. ** Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE B LABORATORY LISTINGS AND APPROVALS 5.6 AND 8.0 K-FACTOR SPRINKLERS Page 6 of 10 TFPI7I SPRINKLER FINISH K TYPE NATURAL I CHROME I WHITE LEAD BRASS PLATED IPOLYESTER COATED PENDENT (TY3231) and 2.8 TJPR4Gdj(1r'3131) 175 PSI (12,1 BAR) 1/2 RECESSED PEN NPT (TY323) PENDENT (1Y4231) EE EEE and 42 UPRIGHT (TY413 175 PSI (12,1 BAR) R ECE END ENT NPT (TY4231) PENDENT (TY3231) and 20 PSI (17,2 BAR) N 175 PSI (11 2,BAR) / 56 UPRIGHT (1Y3131) ____ OR 1/2" 175 PSI (12,1 BAR) ________________ RECESSED PENDENT NPT (TY323) (SEE NOTE 1) NN,AZ PENDENT (TY423 and (12, X1R) 8.0 UPRIGHT RECESSED PEND NPT 1) / N/A N NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories Inc. (UL); the Listing by Underwriters Laboratories, Inc. for use in Canada (C-UL); and , the Approval by the City of New York. TABLE C, MAXIMUM WORKING PRESSURE Installation The Series TY-FRB Sprinklers must be installed in accordance with the fol- lowing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F/57°C to 3/32 inch (2,4 mm) for the 286°F/141 °C temperature ratings. A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft. lbs. (28,5 Nm) of torque may be used to install sprinklers with 1/2 NPT connections. A leak tight 3/4 inch NPT sprinkler joint should be ob- tained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maximum of 30 ft.lbs. (40,7 Nm) of torque is to be used to install sprinklers with 3/4 NPT con- nections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon plate by under- or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. The Series TY-FRB Pendent and Up- right Sprinklers must be installed in accordance with the following instruc- tions. Step 1. Pendent sprinklers are to be installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 13). With reference to Figures 1, 2, 3, and 4, the W-Type 6 Sprinkler Wrench is to be applied to the sprinkler wrench flats. The Series TY-FRB Recessed Pen- dent Sprinklers must be installed in accordance with the following instruc- tions. Step A. After installing the Style 10. 20, 30, or 40 Mounting Plate, as appli- cable, over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprin- kler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 14). With reference to Figure 1, 2, 3, and 4, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step C. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 10, 20, 30, or 40 Closure over the Series TY-FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. TFPI 71 2-7/8 DIA. (73,0 mm) 3/4"(19,1 mm) 2-1/4" DIA. 1/4'(6,4mm) (57,2 mm) MOUNTING PLATE 1 18 MOUNTING SURFACE CLOSURE SERIES ' 1-5/16" TY-FRB (20,6 mm) FIGURE 5 SERIES TY-FRB RECESSED PENDE* WITH TWO-PIECE 3/4 INCH TOTAL ADJUS7 STYLE 10 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT 2-7/8" DIA. - 5/8±1/4' (73,0 mm) 3/4"(19,1 mm) (15,9±6,4 mm) - 2-1/4' DIA. I 1/4" (6,4 mm) FACE OF (57,2 mm) MOUNTIN SPRINKLER PLAT FITTING L 3,2 mm) MOUNTING SURFACE CLOSURE 1-1/4" (31,8 mm) R RB 3/4"(19,1 mm) / FIGURE 7 SERIES/tY-FRB RECESSED PENDENT WITH 1WQ'PIECE 3/4 INCH TOTAL ADJUSTMENT S71'LE 10 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT Page 7 of 10 - 2-7/8' DIA. (73,0 mm) 1/2±1/8" 1/2" (12,7 mm) (12,7±3,2 mm) - 2-1/4" DIA. FACE OF (57,2 mm) 7) MOUG SPRINKLER \ / - PATE FITTING I 1/6' MOUNTING SURFACE CLOSURE ERIES 1-5/16" (33,3 mm) TY-FRB 1-1116"(27,0 mm) FIGURE 6 S IES TY-FRB RECESSED PENDENT WITH 0-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT - 2-7/8' DIA. - 1/2±1/8' I (73,0 mm) 1/2'(12,7mm) (12,7±3,2 mm) - 2-1/4' DIA. 114"(6,4 mm) I ? - (572mm) FACE OF MOUNTING N\ SINKLER PLATE F1 NG I 1/8" (3,2 mm) I i MOUNTING SURFACE 7~~ SES 1-1/4"(31 8mm) CLOSURETY-B 1"(25,4 mm) FIGURE 8 SERIES TY-FRB RECESSED NDENT WITH TWO-PIECE 1/2 INCH TOTAL A USTMENT STYLE 20 RECESSED ESCUTCH N 4.2 K-FACTOR, 1/2 INCH NPT 5/8±1/4' 9±6,4 mm) FITTING Care and Maintenance The Series TY-FRB Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTES Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. The owner must assure that the sprin- klers are not used for hanging of any objects; otherwise, non-operation in the event of a fire or inadvertent opera- tion may result. Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprinklers, after the installation has been com- pleted, to verify the integrity of the cor- rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random 2-7/8" DIA. (73,0 mm) 1/2"(12,7 mm) 2-1/4" DIA. 1/4"(6,4 mm) (57,2 mm) MOUNTING - 01 n-re 1/2±1/8" (12,7±3,2 mm) FACE OF SPRINKLER FITTING T__\_ - MOUNTING SURFACE CLOSURE SERIES 1/8" (3,2 mm) f t 1-1/4"(31,8 mm) 1"(25,4 mm) FIGURE 10 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT Page 8 of 10 TFP 171 2-7/8" DIA. - (73,0 mm) 3/4"(19,1 mm) 5/8±1/4" I (15,9±6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) SPRINKLER PLATE FACE OF MOUNTING mm 1/8" FITTING (3,2 mm) MOUNTING SURFACE SERIES / 1-1/4"(31,8 mm) I CLOSURE TY-FRB 314"(19,1 mm) FIGURE 9 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT - 2-7/8" DIA. - 2-7/8" DIA. 5/8±1/4" (73,0 mm) 3/4"(19,1 mm) 1/2±1/8" (73,0 mm) 1/2"(1Z.7-KM) FACE" (57,2 mm) MOUNTING FACE OFq R 1 MOUNTING SPRINKLER PLATE I SPRINKLE PLATE (3,2 mm) mm) 2-1/4"DIA. 1/4" (6,4 mm) I E (12,7±3,2 FIUING 1/8" FITTING 1/8" mm) MOUNTIN MOUNTING SURFACE: SURFACE CLOSURE SERIES 3,3 mm SURE SERIES 1-5/16"(33,3 mm) ) TY-FRB 13/16"(20,6 mm) TYFRB 1-1/16"(27,0 mm) FJIAIRE 11 SERIES T.F1(B RECESSED PENDENT WI7~~ TWO CE 3/4 INCH TOTAL ADJUSTMENT 40 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT —EIGURE 12 SERIES TY-FRP&CESSED PENDENT WITH TWO-PIECE 1/2 INC1QTAL ADJUSTMENT STYLE 30 RECESSED E4iUfCHEON 8.0 K-FACTOR, 3/4 INCH RPT sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, WRENCH RECESS (END "A" USED FOR 1/2" NPT MODELS) WRENCH RECESS (END "B" USED FOR 3/4" NPT MODELS) FIGURE 13 W-TYPE 6 SPRINKLER WRENCH tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 14 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI7I Page 9 of 10 P/N 57-XXX-X-XXX I MODEUSIN I I 1 1 4 3 9 7 - SPRINKLER NATURAL BRASS WHITE POLYESTER WHITE (RAL9O1O)* CHROME PLATED LEAD COATED I RATING ..L..... 135 135F/57°C 155 155°F/68°C 175 175FI79C 200 200°F/93C 286 286°F/141°C lExterior Headsi * Eastern Hemisphere sales only. 330 2.8K UPRIGHT (1/2"NPT) TY1131 331 2.8K PENDENT (1/2"NPT) 1Y1231 340 4.2K UPRIGHT (1/2"NPT) 1Y2131 341 4.2K PENDENT (1/2"NPT) TY2231 370 5.6K UPRIGHT (1/2"NPT) TY3131 371 5.6K PENDENT (1/2"NPT) TY3231 390 8.0K UPRIGHT (3/4NPT) TY4131 391 8.0K PENDENT (314"NPT) TY4231 TABLED PART NUMBER SELECTION SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure When placing an order, indicate the full product name. Refer to the Price List for complete listing of Part Num- bers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (Specify Model/SIN), Quick Response, (specify K-factor), (specify temperature rating), Series TY-FRB (specify Pendent or Upright) Sprinkler with (specify type of finish or coating), P/N (specify from Table 0). Recessed Escutcheon: Specify: Style (10, 20, 30, or 40) Re- cessed Escutcheon with (specify*) fin- ish, P/N (specify*). * Refer to Technical Data Sheet TFP770. Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. Dimensions - Weights Size A B C (closed) Wt. (Ibs) 1/2' 1.08 2.10 3.09 .69 1.24 2.41 3.30 .94 1.49 2.75 3.80 1.76 1W 1.75 2.90 4.40 2.50 11/2 ' 1.97 3.25 4.65 3.26 2.20 1 3.68 1 5.90 5.32 Angle Valves Soft Seat Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 9 Product Description The Central Model F16 Bronze Angle Valves are designed for general service as shut-off, throttling, or drain valves. The Central Model F16 Bronze Angle Valves provide positive shut-off under normal operating conditions. They are recommended for water service only. The Central Model F16 Bronze Angle Valves are of cast bronze construction strictly in accordance with ASTM B-62 specifications 85-5- 5-5 for superior corrosion resistance. The hand wheel is manufactured from cast iron materials to meet or exceed the requirements of Underwriters Laboratories, Inc., Factory Mutual, The American Water Works Association C-509 and ASTM A-126, Class B Standards. The Central Model F16 Bronze Angle Valves are rated with cold water at 200 psi, non-shock for cold water service, and are tested twice, air under water for consistent quality. The Central Model F16 Bronze Angle Valves have a soft rubber seat for tight shut-off under all operating conditions. (Mfg. Source: Non- Domestic) Bronze Angle Valves No. 27-2.0 Central Sprink No. 4.6.0 Bill of Materials Item Description Material Specification I Wheel Nut Brass ASTM B-16 2 Name Plate Aluminum Commercial 3 Hand Wheel Cast Iron ASTM A-126 4 Stem Brass ASTM B-16 5 Packing Nut Brass ASTM B-16 6 Gland Packing Teflon* 7 Bonnet Bronze ASTM B-62 8 Disc Bronze ASTM B-62 9 Disc Nut Brass ASTM B-16 10 Body Bronze ASTM B-62 11 Seat EPDM Commercial 12 Washer Brass ASIM B-16 13 Nut Brass ASTM B-16 *Teflon is a registered trademark of the DuPont corporation. fl Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model number, style, orifice size, temperature rating, type of finish and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available throughout the U.S. and Canada; and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company or call (215) 362- 0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 m 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar 0.0703 kg/cm2 I U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. CENTRAL snow, Central Sprinkler Company 451 N. cannon Avenue, Lansdale, PA 19446 © 1991 central Sprinkler Company Phone (215) 362-0700 Printed in U.S.A. FAX (215) 362-5385 F16.0 Bill of Materials - Item Description Material Specification 1 Body Bronze ASTM B-62 2 Hand Wheel Cast Iron ASTM A-126-B 3 Hand Wheel Nut Steel Commercial 4 Packing Non-Asbestos Commercial 5 Packing Gland Brass ASTM B-16 6 Packing Nut Brass ASTM B-16 7 Stem Brass ASTM B-16 3-Way Globe Valves 1/4 Inch Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Central Model F17 3-Way Bronze Globe Valves are designed for general service as shut-off, throttling, or drain valves. The Central Model F17 3-Way Bronze Globe Valves provide positive shut-off under normal operating conditions. They are recommended for water service only. The Central Model F17 3-Way Bronze Globe Valves are of cast bronze construction in strict accordance with ASTM B-62 specifications 85-5-5-5 for superior corrosion resistance. The hand wheel is manufactured from cast iron materials to meet or exceed the requirements of Underwriters Laboratories, Inc., Factory Mutual, The American Water Works Association C-509 and ASTM A-126, Class B Standards. The Central Model F17 3-Way Bronze Globe Valves are rated with cold water at 200 psi, non-shock for cold water service, and are tested twice, air under water for consistent quality. The Central Model F17 3-Way Bronze Globe Valves have a soft rubber seat for tight shut-off under all operating conditions. (Mfg. Source: Non-Domestic) 3-Way Bronze Globe Valves No. 27.3.0 Central Sprink No. 4-7.0 fl Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify.the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362- 0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 1 U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. CENTRAL Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 © 1991 Central Sprinkler Company Phone (215) 362-0700 Printed in U.S.A. FAX (215) 362-5385 F17.0 01eOo 100 20 45O 150 r25O wATCR IM AM 300, / nm.I / \ ASHCROFT 300 psi Gauge Part No. 01934A B - cr 1/4 J NIPT_'1~19 Figure 1 Water Pressure Gauge Dimensions A B C D E 3-45/64' (94 rir,) 1-9/64 (29 ri,,) 2-23/32' (69 in) 9/16' (14 mm) 15/32' (12 rim) March 18, 2002 906 a 1. PRODUCT NAME Water Pressure Gauge, 300 psi rated Part Number 01934A Available since 1977 MANUFACTURED FOR The Viking Corporation 210 N. Industrial Park Road Hastings, Michigan 49058 U.S.A. Telephone: (616) 945-9501 (877) 384-5464 Fax: (616) 945-9599 e-mail: techsvcs@vikingcorp.com PRODUCT DESCRIPTION Viking Water Pressure Gauges give vi- sual indication of the water pressure available to the fire protection system. TECHNICAL DATA LISTINGS AND APPROVALS UL and ULC Listed, FM Approved MATERIALS Case: ABS (Acrylonitrile Butadiene Sty- rene) Window: Polycarbonate Dial: Black figures on White Back- ground Pointer: Black, Aluminum Movement: Suspended Spring with Polyester Segment Bourdon Tube: Bronze Socket: Brass, Soft Soldered Connection: 1/4 NPT Working Pressure: 300 psi (2 068 kPa) AVAILABILITY & SERVICE The water gauge is available through a network of Domestic, Canadian, and In- ternational Distributors. Seethe Yellow Pages of the telephone directory for your closest distributor (listed under "Sprinklers Automatic Fire") or contact The Viking Corporation. Viking Technical Data may be fund on The Viking Corporation's Web site at http://www.vikingcorp.com. The Web site may include a more recent edition of this Technical Data Page. GUARANTEES For details of warranty, refer to Viking's current list price schedule or contact Vi- king directly. INSTALLATION A. Gauges are to be installed in accor- dance with the latest published stan- dards of the National Fire Protection Association or other similar organi- zations, and also with the provisions of governmental codes, ordinances, and standards whenever applicable. Gauges must be handled with care. They must be stored in a cool, dry place in their original shipping con- tainer. Never install gauges that have been dropped or damaged in any way. Such gauges should be de- stroyed immediately. Adequate heat must be provided where gauges are installed. The gauges must be protected from mechanical damage. Install the gauges according to the following steps: Apply a small amount of pipe-joint compound or tape to the external threads of the gauge only. Take care that no joint compound is al- lowed into the orifice of the gauge. Turn the unit clockwise to thread the gauge into the 1/2" (15 mm) NPT outlet of the coupling. DO NOT over-tighten the gauge. NOTE: Units of measure in parentheses may be approximations Form No. F_052197 Replaces page 906 a-b, dated July 1, 1999. (Re- moved 600 PSI gauge and revised front view drawing of gauge. Now shows manufacturer, Ashcroft). 7d 30 0 10 \ \ 70 / ,,,rm. A \ •. ASHCROFT'' MACE IN 80 psi Gauge Part No. 01124A A c 1/4' NPT Figure 1 Water Pressure Gauge Dimensions A (94 nri) B C D (14 pip,) E (12 rip,) 3-45/64' 1-9/64' (29 rip,) 2-23/32' (69 rim) 9/16' 15/32' 906 b March 18, 2002 1. PRODUCT NAME Air Pressure Gauge, 250 psi rated Part Number 01124A Available since 1977. MANUFACTURED FOR The Viking Corporation 210 N. Industrial Park Road Hastings, Michigan 49058 U.S.A. Telephone: (616) 945-9501 (877) 384-5464 Fax: (616) 945-9599 e-mail: techsvcs@vikingcorp.com PRODUCT DESCRIPTION Viking Air Pressure Gauges give visual indication of the air pressure present in various types.of fire protection system applications. TECHNICAL INFORMATION LISTINGS AND APPROVALS UL and ULC Listed, FM Approved MATERIALS Case: ABS (Acrylonitrile Butadiene Styrene) Window: Polycarbonate Dial: Black figures on White Back- ground Pointer: Black, Aluminum Movement: Suspended Spring with Polyester Segment Bourdon Tube: Bronze Socket: Brass, Soft Soldered Connection: 1/4" NPT Working Pressure: 80 PSI (554 kPa) Max. Pressure: 250 PSI (1 724 kPa) AVAILABILITY & SERVICE The water gauge is available through a network of Domestic, Canadian, and In- ternational Distributors. See the Yellow Pages of the telephone directory for your closest distributor (listed under "Sprinklers Automatic Fire") or contact The Viking Corporation. Viking Technical Data may be fund on The Viking Corporation's Web site at http://www.vikingcorp.com. The Web site may include a more recent edition of this Technical Data Page. GUARANTEES For details of warranty, refer to Viking's current list price schedule or contact Vi- king directly. INSTALLATION A. Gauges are to be installed in accor- dance with the latest published stan- dards of the National Fire Protection Association or other similar organi- zations, and also with the provisions of governmental codes, ordinances, and standards whenever applicable. Gauges must be handled with care. They must be stored in a cool, dry place in their original shipping con- tainer. Never install gauges that have been dropped or damaged in any way. Such gauges should be de- stroyed immediately. The gauges must be protected from mechanical damage. Install the gauges according to the following steps: Apply a small amount of pipe-joint compound or tape to the external threads of the gauge only. Take dare that no joint compound is al- lowed into the orifice of the gauge. Turn the unit clockwise to thread the gauge into the /2 (15 mm) NPT outlet of the coupling. DO NOT over- tighten the gauge. NOTE: Units of measure in parentheses may be approximations. Form No. F_052197 Replaces page 906 a-b, dated July 1, 1999. (Revised front view drawing of gauge. Now shows manufacturer, Ashcroft). tLICU /Fire & Building / Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Products Figure 716 Flexible Reducing Coupling General Description Listing/Approval intorrnation The Figure 716 Flexible Reducing Coupling allows a direct transition between two different pipe sizes, and replaces two couplings and a reducing fitting. It is capable of pressures up to 350 psig (2413 kPa) depending on pipe size and wall thickness when used in fire protection services. Note: Reducing Couplingsare not recommended for dry pipe and freezer applications. WARNING The Figure 716 Flexible Reducing Coupling described herein mustbe installedandmaintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of this device. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturershould be contacted with any questions. Technical Data Figure: 716 Sizes: 2"x1W-8x6" Approvals: UL, FM, ULC, VdS, and LPCB; See Fire Protection Submittal Sheet for exact Listing/ Approval information. Housing: Ductile iron conforming to ASTM A-536, Grade 65-45-12 Protective Coatings: Non-lead orange paint Fire brigade red (optional) non-lead paint Hot dipped galvanized conforming to ASTM A-153 Bolt/Nuts: Track Head Bolts - conforming to ASTM A-183, Zinc Plated, (Mm. Tensile = 110,000 p5i1758,422 kPa) Metric - conforming to ASTM F568M Gasket: (specify when ordering) Grade "E" EPDM, green color code (See Data Sheet 1FP1895 for aid in selecting proper gasket) Ordering Procedure When placing an order, indicate the full product name. Please specifythe quantity, figure number, type of gasket, Grade "E" EPDM, and size. Grinnell Grooved Piping Products, valves, accessories and other products are available throughout the U.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authonty having jurisdiction. The installing contractoror product manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid forand properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Productsorfor products and components which have been subject tomisuse, improperinstallation, corrosion, orwhich have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/orthestandards of any other Authorities Having Jurisdiction. Matenals found byTyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assumeforit,any other obligation inconnection with the sale of products or parts of products. Tyco Fire Prod ucts shall notberesponsibleforsprinklersystem design errors ori naccu rate o rincomplete information supplied by Buyer or Buyers representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUTNOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHERT'CO FIRE PRODUCTSWAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE RI LIEU OF ANY AND ALL 07HER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Page 1 of 2 July 2004 TFPI830 Page 2 of 2 TFP1 830 Figure 716 Grooved Coupling Pipe Max. 4: End Gap Max.t Pressure Max.t End Load Nominal Dimensions Deflection 4: Bolt Net Wt. 0. D. A B C Inches! Size Inches Inches psi Lbs. Inches Inches Inches ° Per Foot Size** Lbs. Coupling Dia. x Lg. mm mm kPa N mm mm mm mm/rn Kg. 2°x 1V2' 2.375 x 1.900 0.13 350 992 3.50 5.06 1.88 0.39 /8" x 21/4 2.0 60.3x48.8 3.3 2,413 4,412 88.9 128.5 47.8 1°- 53 32.5 M10x57 0.9 2'/2' x 2' 2.875x2.375 0.13 350 1,550 4.00 5.50 1.88 0.32 3/8'X21/4° 2.5 73.0x60.3 3.3 2,413 6,894 101.6 139.7 47.8 1° - 33 26.7 M10x57 1.1 76.1 X 60.3mm 3.000x2.375 0.13 350 1.550 4.19 5.88 1.88 10 34 0.32 M12 x76 3.1 76.1x60.3 3.3 2,413 6,894 106.4 149.4 47.8 26.7 1.4 x 2' 3.500x2.375 0.13 350 1,550 4.69 6.50 1.88 0.27 1/2"x3" 4.5 88.9 x 60.3 3.3 2,413 6,894 119.1. 165.1 47.8 10 - 17 22.5 M12 x 76 2.0 3° 21/2" x 3.500 x 2.875 0.13 350 2,271 4.69 6.50 1.88 0.27 1/2 1.x 3" 4.6 88.9x73.0 3.3 2,413 10,101 119.1 165.1 47.8 10 17 22.5 M12x76 2.1 88.9X76.1mm 3.500x3.000 0.13 350 2,474 4.69 6.50 1.88 1°-17' 0.27 M12x76 4.5 88.9 x 76.1 3.3 2,413 11,004 119.1 165.1 47.8 22.5 2.0 4" 2" x 4.500x2.375 0.19 350 1,550 6.00 8.13 2.00 0.55 5/8"X 31/4 7.0 114.3x60.3 4.8 2,413 6,894 152.4 206.5 50.8 2° - 38' 45.8 M16x83 3.2 4' x 21/2 4.500x2.875 0.19 350 2,271 6.00 8.13 2.00 0.55 5/8"X31/4° 6.1 114.3x73.0 4.8 2,413 10,101 152.4 206.5 50.8 20 - 38 45.8 M16x83 2.8 114.3X76.1mm 4.500 x 3.000 0.19 350 2,474 6.00 8.13 2.00 2° 38' 0.55 M16x83 6.2 114.3x 76.1 4.8 2,413 11,004 152.4 206.5 50.8 45.8 2.8 x 3' 4.500 x 3.500 0.19 350 3,366 6.00 8.13 2.00 0.55 /8" x 31/4 6.2 114.3x88.9 4.8 2,413 14,972 152.4 206.5 50.8 20 - 38 45.8 M16x83 2.8 139.7X114.3mm 5.500 x 4.500 0.25 350 5,564 7.06 9.50 2.06 20 38' 0.55 M20x121 11.0 139.7x114.3 6.4 2,413 24,749 179.3 241.3 52.3 45.8 5.0 5"x4° 5.563 x 4.500 0.25 350 5,564 7.13 9.56 2.06 2°-5' 0.44 3/4"x 43/4"10.1 141.3x114.3 6.4 2,413 24,749 181.1 242.8 52.3 36.7 M20x121 4.6 165.1 x 114.3mm 6.500x4.500 0.25 300 4,771 8.18 10.81 2.06 10 50 ' 0.38 M20 X 121 12.5 165.1x114.3 6.4 2,068 21,221 207.8 274.6 52.3 31.7 5.7 6' x 4 6.625x4.500 0.25 300 4,769 8.38 10.88 2.06 10 1 0-44- 0.36 3/4°X43!4° 12.5 168.3x114.3 6.4 2,068 21,213 212.9 276.4 52.3 30.0 M20x121 5.7 - 6 x5" 6.625x5.563 0.25 300 7,288 8.38 10.88 2.06 1° -44' 0.36 3/4"X43!4' 11.7 168.3 x 141.3 6.4 2,068 32,417 212.9 276.4 52.3 30.0 M20 x 121 5.3 8' x 60 8.625x6.625 1 219.1 0.25 300 10,336 10.69 13.75 2.25 10 - 15' 0.26 7/8°X61/2' 23.5 x 168.3 6.4 2,068 45,975 271.5 349.3 57.2 21.7 M22 165 10.7 Maximum available gap between pipe ends. Minimum gap = 0. Maximum pressure and end load are total from all loads based on standard weight steel pipe. Pressure ratings and end loads may differ on other pipe materials and/or wall thickness. Contact Tyco Fire Products for details. See Fire Protection Equipment Submittal Sheet for Listing and Approval pressure ratings. Max End Gap and Deflection is for cut grooved standard weight pipe. Values for roll grooved pipe will be ½ that of cut grooved. Gold color coded metric bolt sizes are available upon request. General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure ISO that pressure ratings and performance data is not exceeded. Always read and understand the installation 9001 instructions (IH-1000). Never remove any piping component or corrector modify any piping deficiencies without first depressurizing and draining the system. MateaI and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. ttiCa Fire & Build/hg liProducts Technical Services: Tel: (800)381-9312/ Fax: (800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Products Grooved Fittings General Description See Fire Protection [LIB [vd Submittal Sheet for s] Pressure Rating and Listing/Approval Information The grooved fittings provide an economical and efficient method of changing direction, adding an outlet, reducing, or capping grooved piping systems. Grooved fittings are available in durable ductile iron or fabricated steel as indicated. Note: Figure 510S and 519S fittings are special short radius fittings with smaller center to end dimensions than standard grooved fittings. Depending on the size and coupling used, there maybe interferences at the bolt pads that require repositioning of the coupling orientation. The use of flange adapters is not recommended with Figures 510S and 519S fittings. Contact Tyco Fire Products for details. WARNING The Fittings described herein must be installed andmaintainedin compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of this device. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Approvals: UL, FM, ULC, VdS, and LPCB; Note: See Fire Protection Submittal Sheet for exact Listing /Approval information. Material: Cast: Figures: 201, 210,219,250,260,501,510, 519, 510DE, 501S, 510S and 519S - Ductile iron conforming to ASTM A-536, Grade 65-45-12 Fabricated Steel: Figures 391, 392, 393, 312, 313, 321, 327, 341 and 350- Carbon Steel, (Sizes 11/4" -6" are Schedule 40); (Sizes 8" - 12" are Schedule 30), conforming to ASTM A-53 Grade B Protective Coatings: Non-lead orange paint Fire brigade red (optional) non-lead paint Hot dipped galvanized conforming to ASTM A-i 53 Ordering Procedure When placing an order, indicate the full product name. Please specify the quantity, figure number, wall thickness, and size. Grinnell Grooved Piping Products, valves, accessories and other products are available throughoutthe U.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractororproduct manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid forand properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corrosion, orwhich have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/orthe standards of any otherAuthorities Having Jurisdiction. Materials found byTyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assumeforit, any otherobligaflonin connection with the sale of products or parts of products. Tyco Fire Productsshall not be responsible forsprinklersystem design errors orinaccu rate orincompleteinformation supplied by Buyer or Buyers representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUEN11ALDAMAGES, INCLUDING BUTNOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHERTYCOFIREPRODUCTSWAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENTSHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE 111 LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR 'LiIi;1' Page 1 of 6 September 2004 TFPI8IO C tLoE °- C to E Figure 201 Figure 210 EtoE1 I- Figure 260 Figure 219 Friction Resistance* (Expressed as Equivalent Straight Pipe) Elbow The Size 90° 45° Branch Run Inches Feet Feet Feet Feet MM Meters Meters Meters Meters 1¼ 1.9 1.0 4.8 1.9 42.4 0.6 0.3 1.5 0.6 11/2 2.3 1.2 5.8 2.3 48.3 0.7 0.4 1.8 0.7 2 3.2 1.6 8.0 3.2 60.3 1.0 0.5 2.5 1.0 21/2 3.9 2.0 9.8 3.9 73.0 1.2 0.6 3.0 1.2 76.1mm 4.1 2.1 10.3 4.1 1.2 0.6 3.1 . 1.2 3 4.9 2.4 12.2 4.9 88.9 1.5 0.7 3.7 1.5 6.5 3.3 16.3 6.5 108.0 2.0 1.0 5.0 2.0 4 6.5 3.3 16.3 6.5 114.3 2.0 1.0 5.0 2.0 8.0 4.0 20.0 8.0 133.0 2.4 1.2 6.1 2.4 8.0 4.1 20.0 8.0 139.7 2.4 1.3 6.1 2.4 5 8.2 4.1 20.5 8.2 141.3 2.5 1.3 6.3 2.5 159.0mm 9.5 4.8 23.8 9.5 2.9 1.4 7.2 2.9 165.1 mm 9.5 4.8 23.8 9.5 2.9 1.4 7.2 2.9 6 9.9 5.0 24.8 9.9 168.3 3.0 1.5 7.6 3.0 216.3mm 13.1 6.6 32.8 13.1 4.0. 2.0 10.0 4.0 8 13.1 6.6 32.8 13.1 219.1 4.0 2.0 10.0 4.0 10 16.5 8.3 41.3 16.5 273.0 5.0 2.5 12.6 5.0 12 19.9 9.9 49.7 19.9 323.4 6.1 3.0 15.1 6.1 For reducing tees and branches, use the value that is corrosponding to the branch size. Example: for 8" x 8" x 2" tee, the branch value 2" is 8.0 feet. Friction resistance for all elbows and tees except Figures 510S and 519S. Page 2 of 6 TFP181O Figures 201, 210, 219, and 260 Figure 201 Figure 210 Figure 219 Figure 264 45° Elbow 90° Elbow Tee En Cap Nominal CtoE Appx. Wt. CtoE Appx. Wt. C to E Appx. Wt. i Appx. Wt. Size Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. mm Kg. mm Kg. mm Kg. mm Kg. 11/40 1.75 0.9 2.75 1.0 2.75 1.4 0.88 0.4 44.5 0.4 1 69.9 0.5 69.9 0.6 22.4 0.2 11/20 T 75 " 1.1 2.75 1.2 2.75 1.8 0.88 0.6 44.5 0.5 69.9 0.5 69.9 0.8 22.4 0.3 2° 2.00 1.8 2.0 3.25 2.7 -o-r 0.9 50.8 0.8 82.6 0.9 82.6 1.2 22.4 0.4 2/2 2.25 2.2 7 3.0 3.75 5.8 T 0.9 57.2 1.0 95.3 1.4 95.3 2.6 22.4 0.4 76.1 mm 2.25 2.2 3.75 3.0 3.75 5.8 0.94 1.1 57.2 1.0 95.3 1.4 95.3 2.6 23.9 0.5 2.50 3.5 4.25 4.5 4.25 7.0 0.88 1.1 63.5 1.6 108.0 2.0 108.0 3.2 22.4 0.5 108.0mm • 5.5 4.75 8.5 4.75 11.5 73.0 2.5 120.7 3.9 120.7 5.2 - - 3.00 5.2 5.00 8.5 5.00 11.8 1.00 2.6 76.2 2.4 127.0 3.9 127.0 5.4 25.4 1.2 133.0mm 3.25 7.7 5.25 11.3 5.25 10.6 - - 82.6 3.5 133.4 5.1 133.4 4.8 - 139.7mm 3.25 7.7 5.50 11.3 5.50 15.3 or 4.7 82.6 3.5 139.7 5.1 139.7 6.9 23.4 2.1 3.25 8.5 Tö 13.5 5.50 17.0 1.00 5.0 82.6 3.9 139.7 6.1 139.7 7.7 25.4 2.3 159.0mm 3.50 12.0 6.00 14.6 6.00 13.9 - 88.9 5.4 152.4 6.6 152.4 6.3 - 165.1mm 3.50 12.0 6.50 18.5 6.50 26.0 15 7.5 88.9 5.4 165.1 8.4 165.1 11.8 25.4 3.4 6° 3.50 12.0 18.5 6.50 26.0 7.5 88.9 5.4 165.1 8.4 165.1 11.8 25.4 3.4 216.3mm 4.25 23.0 7.7 36.5 7.75 45.0 - - 108.0 10.4 196.9 16.6 196.9 20.4 - 8° 425 23.0 77 36.5 7.75 45.0 TiT 12.8 108.0 10.4 196.9 16.6 196.9 20.4 30.2 5.8 T 31.0 5 60.0 9.00 72.1 20.0 10.1120.7 14.1 228.6 27.2 228.6 32.7 31.8 9.1 12' 5.25 40.0 ö 67.0 10.00 92.5 36.0 133.4 18.1 2540 30.4 254.0 42.0 31.8 16.3 Available with tapped plugs, contact Tyco Fire & Building Products. fCtIE Figure 519 Figure 501 Figure 510 ACto E Figure 51 ODE Figure 501S Friction Resistance 501S, 510S & 519S (Expressed as Equivalent Straight Pipe) Elbow The Size 90° 45° Branch Run Feet Feet Feet Feet Inches MITI Meters Meters Meters Meters 2 3.2 1.6 8.0 3.2 60.3 1.0 0.5 2.5 1.0 21/2 3.9 2.0 9.8 3.9 0.6 3.0 1.2 761 2.1 10.3 4.1 0.6 3.1 1.2 3 2.4 12.2 4.9 88.9 0.7 3.7 1.5 4 3.3 16.3 6.5 73.0d 8.O 114.3 1.0 5.0 2.0 1397 4.1 20.0 8.0 1.3 6.1 2.4 5 4.1 20.5 8.2 141.3 1.3 6.3 2.5 165 1 4.8 23.8 9.5 2.9 1.4 7.2 2.9 6 9.9 5.0 24.8 9.9 168.3 3.0 1 1.5 . I .0 8 13.1 6.6 32.8 1 13.1 219.1 4.0 1 2.0 10.0 4.0 Page 3 of 6 TFP 1810 Figures 501,510, 519 and 51 ODE Figure 501 Figure 510 Figure 519 Figure 5100E 45° Elbow 90° Elbow Tee 90° Drain Elbow Nominal C to E Appx. Wt. to Appx. Wt. C to E Appx. Wt. C to E A Appx. Wt. Size Inches Lbs. Inches Lbs. Inches Lbs. Inches Inches Inches Lbs. mm Kg. mm Kg. mm Kg. mm mm mm Kg. 11/4 1.75 0.9 T7 1.0 2.75 1.4 44.5 0.4 69.9 0.5 69.9 0.6 - - - 1V2 1.75 1.1 1.2 2.75 1.8 445 0.5 69.9 0.5 69.9 0.8 - - 2 2.00 1.8 325 2.0 3.25 2.7 50.8 0.8 82.6 0.9 82.6 1.2 - - - - 21/2 2.25 2.2 3.75 3.0 3.75 5.8 3.75 2.00 2.75 2.7 57.2 1.0 95.3 1.4 95.3 2.6 95.3 50.8 69.9 1.2 2.50 3.5 425 4.5 4.25 7.0 4.25 2.34 2.75 3.7 63.5 1.6 108.0 2.0 108.0 3.2 108.0 59.4 69.9 1.7 3.00 5.2 5.5 8.5 5.00 11.8 5.00 2.85 2.75 7.0 76.2 2.4 1270 3.9 127.0 5.4 127.0 72.4 69.9 3.2 3.25 8.5 5.50 13.5 5.50 17.0 5.50 3.38 2.75 13.0 82.6 3.9 139.7 6.1 139.7 7.7 139.7 85.9 69.9 5.9 6 3.50 12.0 6.50 18.5 6.50 26.0 6.50 3.92 2.75 13.4 88.9 5.4 165.1 8.4 165.1 11.8 165.1 99.6 69.9 6.1 8 4.25 23.0 775 36.5 7.75 45.0 7.75 4.95 2.75 26.3 108.0 10.4 199 16.6 196.9 20.4 196.9 125.7 69.9 11.9 Figures 501S, 510S and 519S --------------- C to E Figure 510S* Figure 519S* Figure 501S Figure 510S Figure 519S 45° Elbow 90° Elbow Tee Nominal 0 C to E Appx Wt. C to E Appx. Wt. C to E Appx. Wt. size Inches Lbs. Inches Lbs. Inches Lbs. mm Kg. mm Kg. mm Kg. 2.00 1.8 2.75 1.5 2.75 2.1 ' 50.8 0.8 69.9 0.7 69.9 1.0 2/2 2.25 2.2 3.00 2.2 3.00 3.0 57.2 1.0 76.2 1.0 76.2 1.4 76.1 mm 2.25 2.2 3.00 2.3 3.00 3.1 57.2 1.0 76.2 1.0 76.2 1.4 2.50 3.5 3.38 3.0 3.38 4.1 63.5 1.6 85.9 1.3 85.9 1.9 3.00 5.2 4.00 5.6 4.00 7.7 76.2 2.4 101.6 1 2.6 101.6 3.5 139.7m 3.25 7.7 4.88 8.6 4.88 12.0 82.6 3.5 124.0 3.9 124.0 5.4 3.25 8.5 4.88 8.8 4.88 12.0 82.6 3.9 124.0 3.9 124.0 5.4 165.1 mm 3.50 12.0 5.50 11.00 5.50 15.0 88.9 5.4 139.7 5.0 139.7 6.8 6 3.50 12.0 5.50 11.2 5.50 15.2 88.9 5.4 139.7 5.1 139.7 6.9 ° 4.25 23.0 6.88 23.4 6.88 31.2 108.0 10.4 174.8 10.6 174.8 14.2 *Note: Figure 510S and 519S fittings are special short radius fittings with oma Ile r center to end dimensions than standard grooved fittings. Depending on the size and coupling used, there may he interferences at the bolt pads which requires repositioning of the coupling orientation. The use of flange adapters Is not recommended with Figures 510S and 519S fittings. Contact Tyco Fire Products for details. Figure 250 Cast to E flN - Figure 350 Fabricated Sizes 3" to 6" to E -a Figure 350 Fabricated Sizes 8" to 12" Pi )e Nominal Dimensions Net O.D. Takeout Center to End Size Outlet Wt. A B C D Inches NPT Inches Inches Inches Inches Lbs. Inches mm mm mm mm Kg. 1/2 1.25 1.75 1.89 0.77 31.8 44.5 48.0 0.3 3/4 1.25 1.75 1.89 0.77 11/2 1.900 48.3 31.8 44.5 48.0 0.3 1.37 2.00 2.02 0.88 1 34.8 50.8 51.3 0.4 1/2 1.25 1.75 1.89 0.92 31.8 44.5 48.0 0.4 34 1.25 1.75 1.89 0.92 2 2.375 60.3 31.8 44.5 48.0 0.4 1.37 2.00 2.02 1.06 1 34.8 50.8 51.3 0.5 1.47 1.97 1.89 1.28 373 50.0 48.0 0.6 3/4 1.47 1.97 1.89 1.28 21/2 2.875 73.0 373 50.0 48.0 0.6 1 1.37 2.00 2.02 1.50 1 34.8 50.8 51.3 0.7 F L Page 4 of 6 TFP 1810 Figures 250 and 350 Figures 250 and 350 Concentric Reducer - Groove x Groove Nominal E to E Appx. Wt. Nominal E to E Appx. Wt. Nominal E to E Appx. Wt. Size Inches Lbs. Size Inches Lbs. Size Inches Lbs. Inches mm Kg. Inches mm Kg. Inches mm Kg. 2.50 1.0 3.50 4.2 4.00 5.8 *2 x 1¼ 63.5 0.5 *139.7mm X 88.9 1.9 *6 X 101.6 2.6 "2 x 1½ 2.50 1.3 *139.7mm X 4 3.50 4.4 8 x 2 5.00 12.2 63.5 0.6 88.9 2.0 127.0 5.5 2.50 1.2 3.50 4.6 5.00 12.1 *21/2 x 2 635 0.5 5 X 1½ 88.9 2.1 8 x 2½ 127.0 5.5 2.50 1.5 3.50 4.6 5.00 12.0 *76.1mm X 1½ 63.5 0.7 5x2 88.9 2.1 8x3 127.0 5.5 "76.1mm X 2 2.50 1.6 5 X 21/2 3.50 4.5 8x4 5.00 11.9 63.5 0.8 88.9 2.0. 127.0 5.4 2.50 1.3 3.50 4.4 5.00 11.3 3 x 1¼ 63.5 0.6 x 88.9 2.0 8 x 127.0 5.1 3x11/2 2.50 1.3 *5 x 4 1 3.50 4.5 8 x 6 5.00 10.8 63.5 0.6 88.9 2.0 127.0 4.9 *3 x 2 2.50 63.5 1.3 0.6 *165.1mm X 4.00 101.6 5.5 2.5 lOx 4 6.00 152.4 21.9 10.0 "3 X 21/2 3.00 76.2 1.5 0.7 "165.1mm X ' 4.00 101.6 6.0 2.7 10x5 6.00 152.4 21.6 9.8 3.00 2.0 4.00 5.6 6.00 21.1 *3 x 76.1mm 76.2 0.9 "165m***X1397nm 101.6 2.5 10 X 6 152.4 9.6 3.00 2.2 4.00 6.0 6.00 19.5 4 x 1¼ 76.2 1.0 *6 x 2 101.6 2.7 lOx 8 152.4 8.9 3.00 2.3 4.00 6.0 7.00 28.0 4 x 1½ 76.2 1.0 6 x 2½ 101.6 2.7 12 x 177.8 12.7 3.00 2.3 4.00 6.0 7.00 30.0 *4 x 2 76.2 1.0 "6 X 76.1 mm 101.6 2.7 12 X 6 177.8 13.6 3.00 2.3 4.00 6.0 7.00 28.0 *4 x 2½ 76.2 1.0 6 x 101.6 2.7 12 x 8 177.8 1 12.7 3.00 3.2 4.00 5.9 7.00 33.0 "4 X 76.1mm 76.2 1.5 *6 X 101.6 2.7 12 X 10 177.8 15.0 3.00 2.6 4.00 6.3 x 76.2 1.2 *6 X 139.7mm 101.6 2.9 Note: Sizes marked with an asterisk (') are only available in Figure 250 Cast. Sizes without an asterisk are Only available in Figure 350 Fabricated. !i1I1iTi1I© Patented ISO-7 threaded outlets are available upon request. TFP181O Figures 391, 392, 393, 312 and 313 Page 5 of 6 E to Figures 391, Figure 312 Figure 313 392 and 393 221/20 Elbow 111/40 Elbow Adapter Nipples Nominal E to E Appx. Wt. C to E Appx. Wt. CtoE Appx. Wt. Size Inches Lbs. Inches Lbs. Inches Lbs. mm Kg. mm Kg. mm Kg. 11/40 4.00 0.8 1.75 0.4 1.38 0.4 101.6 0.4 44.5 0.2 35.1 0.2 11/2 4.00 0.9 1.75 0.5 1.38 0.5 101.6 0.4 44.5 0.2 35.1 0.2 20 4.00 1.2 1.88 0.6 1.38 0.6 101.6 0.5 47.8 0.3 35.1 0.3 2V2 4.00 1.9 2.00 0.7 1.50 1.1 101.6 0.9 50.8 0.3 38.1 0.5 4.00 2.5 2.25 1.4 1.50 1.2 101.6 1.1 57.2 0.6 38.1 0.5 40 6.00 5.5 . 2.63 2.4 1.75 2.2 152.4 2.5 66.8 1.1 44.5 1.0 6.00 7.4 2.88 4.1 2.00 3.3 152.4 3.4 73.2 1.9 50.8 1.5 6" 6.00 9.5 3.13 5.6 2.00 4.6 152.4 1 4.3 79.5 2.5 50.8 2.1 6.00 14.2 3.88 11.1 2.00 8.7 8' 152.4 6.4 98.6 5.0 50.8 3.9 8.00 27.0 4.38 14.0 2.13 9.1 10.1203.2 12.2 11.3 6.4 54.1 4.1 8.00 33.0 4.88 22.0 2.25 16.7 12" 203.2 15.0 124.0 10.0 57.2 7.6 CtoE C /,, Figure 312 Figure 313 to E Figure 391 E to E -* E to E F 392 igure fftI Figure 393 Figures 327 and 341 CtoEfl CtoE Figure 327 L -H EtaE Figure 341 Figure 327 Figure 341 Cross 150 lbs. Flange Adapter C to E Appx. Wt. E to E Appx. Wt. Nominal nches Lbs. Inches Lbs. Size mm kg. mm kg. 11/40 2.75 2.0 4.00 2.8 69.6 0.9 101.6 1.3 P12" 2.75 2.2 4.00 3.2 69.9 2.0 101.6 - 1.5 2' 3.25 2.7 4.0 5.2 82.6 1.2 101.6 2.4 21/2' 3.75 5.0 4.00 8.0 95.3 2.3 101.6 3.6 4.25 7.1 4.00 10.2 108.0 3.2 101.6 4.6 5.00 11.9 6.00 17.2 127.0 5.4 152.4 7.8 5.50 17.1 6.00 21.4 139.7 7.8 1 152.4 9.7 6" 6.50 27.5 6.00 26.0 165.1 12.5 152.4 11.8 8" 7.75 47.0 6.00 38.4 196.9 21.3 152.4 17.4 10" 9.00 68.0 8.00 65.0 228.6 1 30.8 203.2 29.5 12" 10.00 1 107.0 8.00 1 91.0 254.0 48.5 203.2 41.3 Page 6 of 6 TFP 1810 Figure 321 L- CtoE -..j C1oE Figure 321 Figure 321 Reducing Tee Nominal C to E Appx. Wt. Nominal C to E Appx. Wt. Size Inches Lbs. Size Inches Lbs. Inches mm Kg. Inches mm Kg. 11/2x11/2x11/4 3. 25 2.0 6 x 6 x 4 6.50 26.6 82.6 0.9 165.1 12.1 2 x 2 x 11, 3. 25 2.7 6x6x5 6.50 27.0 82.6 1.2 165.1 12.2 21/2x2V2xV/4 3.75 4.2 8x8x2 7.75 36.2 95.3 1.9 196.9 16.4 2Y2X2½X1½ 3. 75 4.2 8x8x3 7.75 36.5 95.3 1.9 ___________ 196.9 16.6 2½ x 21/2 x 2 3.75 4.3 8x8x4 7.75 36.6 95.3 2.0 196.9 16.6 3x3x11/2 4.25 53 8x8x5 7.75 36.8 108.0 2.4 196.9 16.7 3x3x2 4.25 5.5 8x8x6 7.75 37.0 108.0 2.5 196.9 16.8 3x3x21/2 4.25 5.8 10 10x2 9.00 57.1 108.0 2.6 228.6 25.9 4 x 4 x 11/4 5.00 9.8 lOx lOx 3 9.00 57.4 127.0 4.4 228.6 26.0 4x4x1Y2 5.00 99 10 10x4 9.00 57.6 127.0 4.5 228.6 26.1 4x4x2 5.00 10.1 10 10x5 9.00 57.8 127.0 4.6 228.6 26.2 4x4x21/2 5.00 10.3 10x 10x6 9.00 58.0 127.0 4.7 228.6 26.3 4x4x3 5.00 10.5 lOx lOx8 9.00 58.4 127.0 4.8 228.6 26.5 5 x 5 x 2 5.50 14.5 12x12x3 10.00 80.2 139.7 1 6.6 254.0 36.4 5x5x21/2 5.50 14.8 12x12x4 10.00 80.5 139.7 6.7 254.0 36.5 5x5x3 5.50 15.2 12x12x5 10.00 80.7 139.7 6.9 254.0 36.6 5x5x4 5.50 15.8 12x12x6 10.00 80.9 139.7 7.2 1 254.0 36.7 6x6x2 6.50 26.5 12x12x8 10.00 91.4 165.1 11.9 254.0 41.5 6x6x21/2 6.50 26.5 12x12x10 10.00 91.8 165.1 12.0 254.0 41.6 6x6x3 6.50 26.5 165.1 1 12.0 General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure ISO that pressure ratings and performance data is not exceeded. Always read and understand the installation instructions 9001 (I1-1-1000). Never remove any piping component or correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. . Certified Company TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. t11CJ7 Fire & Building IProducts Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 www.tyco-fire.com - Grinnell Grooved Fire Protection Products Figure 705 Flexible Coupling General Description Listing/Approval Intormation The Figure 705 Flexible Coupling is capable of pressures up to 300 psig (2068 kPa) depending on pipe size and wall thickness when used in fire protection services. It provides a dependable method of joining pipe and is suitable for use in a variety of applications. Rigid Couplings are recommended fordry pipe and freezer applications. WARNING The Figure 705 Flexible Coupling described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any otherauthorities having jurisdiction. Failure to do so may impair the performance of this device. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinklermanufacturershouldbe contacted with any questions. Technical Data Figure: 705 Sizes: 1¼"-12 Approvals: UL, FM, ULC, VdS, and LPCB; See Fire Protection Submittal Sheet for exact Listing/ Approval information. Housing: Ductile iron conforming to ASTM A-536, Grade 65-45-12 Protective Coatings: Non-lead orange paint Fire brigade red (optional) non-lead paint Hot dipped galvanized conforming to ASTM A-153 Bolt/Nuts: Track Head Botts - conforming to ASTM A-183, Zinc Plated, (Mm. Tensile = 110,000 psi/758,422 kPa) Metric - conforming to ASTM F568M Gasket: (specify when ordering) Grade A" EPDMA violet color code ambientto+150°F (+66°C) forfire protection systems. Not recommended for hot water systems. Tr-seal (Grade "E" EPDM), green colorcode. Prelubricated (Grade "A" EPDMA) (See Data Sheet 1FP1895 for aid in selecting proper gasket) Ordering Procedure When placing an order, indicate the full product name. Please specify the quantity, figure number, type of gasket, Grade "A" EPDMA, Prelubricated (Grade "A" EPDMA) orGrade"E" EPDMTri-Seal, and size. Grinnell Grooved Piping Products, valves, accessories and other products are available throughoutthe U.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractor or product manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products orfor products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/orthestandards of any other Authorities Having Jurisdiction. Materials found byTyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assumeforit, any other obligation in connection with the sale of products or parts of products. Tyco Fire Productsshall not be responsible forsprinkle rsystem design errors orinaccu rate o rincomplete information supplied by Buyer or Buyers representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEOUEN11ALDAMAGES, INCLUDING BUTNOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER1YCOFIREPRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS Oil PAUICLEAR PURPOSE. Page 1 of 2 July 2004 TFPI820 Page 2of2 TFP1820 Figure 705 Grooved Coupling Pipe Max. °f End Gap Max.t Pressure Max.t End load Nominal Dimensions Deflection f Bolt Net Wt. O.D. A B C Inches! Size Inches Inches psi Lbs. Inches Inches Inches °p e r Foot i ** ze Lbs. Coupling Dia. x Lg. MM mm kPa N mm mm mm mm/rn Kg. 1 1 /4 1.660 0.13 300 649 2.56 4.19 1.81 0 - 19 0.90 3/8"x2V4" 1.5 42.4 3.3 2,068 2,887 65.0 106.4 46.0 75.0 M10 57 0.7 1 1 /2 1.900 0.13 300 850 2.75 4.44 1.81 30 - 46' 0.79 3/8"X21/4" 1.6 48.3 3.3 2,068 3,781 69.9 112.8 46.0 65.8 MIO x 57 0.7 2 2.375 0.13 300 1,328 3.25 4.88 1.88 i 0.63 /8" x 21/4" TT 60.3 3.3 2,068 5,907 82.6 124.0 47.8 - 52.5 M10x57 0.8 2.875 0.13 300 1,947 3.69 5.50 1.88 0.52 3/8"X2V4" 2 0 2/12 73.0 3.3 2,068 8,660 93.7 139.7 47.8 2 -29 43.3 M10x57 0.9 76.1 mm 3.000 0.13 300 2,120 4.00 5.75 1.88 0 2 -23 0.50 M12x76 3.1 76.1 3.3 2,068 9,430 101.6 146.1 47.8 41.7 1.4 3.500 0.13 300 2,885 4.38 6.50 1.88 20 3 0.43 1/2"x3 ' 30 88.9 3.3 2,068 12,832 111.3 165.1 47.8 - 35.8 M12x76 1.4 4.250 0.25 300 4,256 5.50 7.50 2.06 0.70 4.2 108.0mm 30 - 22 M12 X 76 108.0 6.4 2,068 18,931 139.7 190.5 52.3 58.3 1.9 4.500 0.25 300 4,769 5.69 7.75 2.06 0.67 1/2's x 3" 4.0 114.3 6.4 2,068 21,213 144.5 196.9 52.3 - 55.8 M12x76 1.8 133.0mm 5.250 0.25 300 6,494 6.56 9.50 2.06 0 2 44 0.56 M16 x 83 3.3 7.2 133.0 6.4 2,068 28,885 166.6 241.3 52.3 46.7 139.7mm 5.500 0.25 300 7,127 6.81 9.75 2.06 , 20 -36 0.56 M16 x 83 3.3 7.2 139.7 6.4 2,068 31,701 173.0 247.7 52.3 46.7 5" 5.563 0.25 300 7,288 6.88 9.75 2.06 2° - 35' 0.54 /8" x 31/4" - -:7.0 141.3 6.4 2,068 32,417 174.8 247.7 52.3 45.0 M16x83 3.2 159.0mm 6.250 0.25 300 9,204 7.56 10.31 2.06 , 2 - 17 0.48 Ml 6 X 83 3.4 7.4 159.0 6.4 2,068 40,939 192.0 261.9 52.3 40.0 165.1 mm 6.500 0.25 300 9,950 7.75 10.69 2.06 2 - 12 0.46 M16 x 83 7.1 165.1 6.4 2,068 44,258 196.9 271.5 52.3 38.3 3.2 6" 6.625 0.25 300 10,336 7.94 10.69 2.06 20 10' 0.45 5/s" X 31/4" 7 168.3 6.4 2,068 45,975 201.7 271.5 52.3 - 37.5 M16x83 3.2 216.3mm 8.500 0.25 300 17,024 10.07 13.50 2.31 10 -40 0.35 M20x 121 12.4 216.3 6.4 2,068 75,723 255.8 342.9 58.7 29.2 5.6 8" 8.625 0.25 300 17,519 10.19 13.56 2.50 10 40' 0.35 3/4"X43/4" 14.5 - 219.1 6.4 2,068 77,925 258.8 344.4 63.5 29.2 M20 x 121 6.6 10..10.750 0.25 250 22,679 12.69 16.38 2.63 10 20' 0.28 1"x61/2" 28.0 273.0 6.4 1,724 100,876 322.3 416.1 66.8 - 23.3 M24 x 165 12.7 12" 12.7501 0.25 250 31,903 14.94 18.88 2.63 10 7' 0.23 1"x61/2" 36.5 323.9 1 6.4 1,724 141,905 379.5 479.6 66.8 - 19.2 M24x165 16.6 * Maximum available gap between pipe ends. Minimum gap = 0. t Maximum pressure and end load are total from all loads based on standard weight steel pipe. Pressure ratings and end loads may differ on other pipe materials and/or wall thickness. Contact Tyco Fire Products for details. See Fire Protection Equipment Submittal Sheet for Listing and Approval pressure ratings. ** Gold color coded metric bolt sizes are available upon request. Max End Gap and Deflection is for cut grooved standard weight pipe. Values for roll grooved pipe will be 1/2 that of cut grooved. General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure ISO that pressure ratings and performance data is not exceeded. Always read and understand the installation 90.01 instructions (11-1-1000). Never remove any piping component or corrector modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. tqC0 Fire & Building IProducts Technical Services: Tel: (800)381-9312/ Fax: (800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Products Figure 772 Rigid Coupling - Patented General Description i-'ressure t-lattng aria Listing/Approval Information The Figure 772 Rigid Coupling provides a rigidjointby firmly gripping along the circumference of the pipe grooves. Rigid couplings are preferred for dry pipe and freezer applications. Figure 772 Rigid Couplings are a proven dependable method of joining pipe and are an economical alternative to welding, threading or usingflanges. It is capable of pressures upto 500 psig (3447 kPa) depending on pipe sizeand wall thickness when used in fire protection services. Rigid Couplings are recommended fordry pipe and freezer applications. WAThV1NG The Figure 772 Rigid Coupling described herein must be installedand maintained in compliance with thisdocument as oftheNationa1FireProtectionAssociation,inaddition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of this device. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manuIacturershouldbecontactedwithany questions. Technical Data Figure: 772 Sizes: 11/4" - 12 Approvals: UL, FM, ULC, VdS, and LPCB; See Fire Protection Submittal Sheet for exact Listing / Approval information. Housing: Ductile iron conforming to ASTM A-536, Grade 65-45-12 Protective Coatings: Non-lead orange paint Fire brigade red (optional) non-lead paint Hot dipped galvanized conforming to ASTM A-153 Bolt/Nuts: Track Head Bolts - conforming to ASTM A-183, Zinc Plated, (Mm. Tensile = 110,000 psi/758,422 kPa) Metric - conforming to ASTM F568M Gasket: (specify when ordering) Grade "A" EPDMA violet color code ambientto +150°F (+66°C) forfire protection systems. Not recommended for hot water systems. Tri-seal (Grade "E" EPDM), green colorcode for use in dry pipe or freezer systems. Prelubricated (Grade "A" EPDMA) (See Data Sheet 1FP1895 for aid in selecting proper gasket) Ordering Procedure When placing an order, indicate the full product name. Please specifythe quantity, figure number, type of gasket, Grade "A" EPDMA, Prelubricated (Grade "A" EPDMA) orGrade "E" EPDM Tri-Seal, and size. G rinnell Grooved Piping Products, valves, accessories and other products are available throughout the U.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractororproduct manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Are Products are warranted solely to the original Buyerforten (10) years againstdefectsin material and workmanship when paid forand property installed and maintained under normal use and service. This warranty will expireten (10)years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured bycompaniesnotafflhiatedbyownership withTycoFrre Products orforproductsandcomponents which have been subjecttomisuse, improperinstallation, corrosion, orwhich have notbeen installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person toassumeforit, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALl. TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDERANYOTHERLEGALTHEORY,FORINCIDENTAL INDIRECT,SICIALORCONSEQUEN11AL DAMAGES, INCLUDING BUTNOTUMITEDTO LABOR CHARGES, REGARDLESS OF WHETHER T'C0 FIRE PRODUCTS WAS INFORMEDABOUTThE POSSIBILITY OFSUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Page 1 of 2 July 2004 TFPI850 Page 2of2 TFP1850 Figure 772 Grooved Coupling Pipe Max.°1 End Gap Max.t Pressure Max.t End Load Nominal Dimensions Bolt Net Wt. O.D. A B C Size Inches Inches psi Lbs. Inches Inches Inches Size** Lbs. mm mm kPa N mm mm mm Dia x L . Kg. 11/4 1.660 0.06 300 649 2.75 4.38 1.81 %" x 21/4" 1.0 42.4 1.5 2,068 2,887 69.9 111.3 46.0 M10x57 0.5 11/2" 1.900 0.08 500 1,417 3.00 4.62 1.81 3/8"X21/4" 1.0 48.3 2.0 3,447 6,303 76.2 1173 46.0 M10x57 0.5 20 2.375 0.13 500 2,214 3.41 5.12 1.88 /8" X2'/4" 1.5 60.3 3.3 3,447 9,848 86.6 130.0 47.8 M10x57 0.7 2½" 2.875 0.13 500 3,244 3.91 5.63 1.88 3/8"x21/4" 2.5 73.0 3.3 3,447 14,430 99.3 143.0 47.8 M10x57 1.1 76.1mm 3.000 0.13 300 2,120 4.19 5.72 2.00 M10x57 2.6 76.1 3.3 2,068 9,430 106.4 1453 50.8 1.2 30 3.500 0.13 500 4,808 4.63 6.25 1.88 %°x2'/4" 2.6 88.9 3.3 3,447 21,387 117.6 1588 47.8 M10x57 1.2 40 4.500 0.19 500 7,948 5.81 7.50 1.97 W x 21/4° 3.5 114.3 4.8 1 3,447 35,353 147.61 190.5 50.0 M10x57 1.6 139.7mm 5.500 0.19 300 7,127 7.02 9.72 2.06 M16x83 7.5 139.7 4.8 2,068 31,701 178.3 2469 52.3 3.4 50 5.563 0.19 300 7,288 7.09 9.71 2.04 %" x 31/4" 7.5 141.3 4.8 2,068 32,417 180.1 246.6 51.8 M16x83 3.4 165.1 mm 6.500 0.19 300 9,950 8.09 10.53 2.13 M16x83 7.6 165.1 4.8 2,068 44,258 205.5 267.5 54.1 3.4 6" 6.625 0.19 400 13,782 8.09 10.53 2.13 %" x 31/," 7.6 168.3 4.8 2,758 61,302 205.5 267.5 54.1 M16x83 3.4 8" . 8.625 0.19 450 26,278 10.56 13.56 2.62 3/4" X 43/4" 18.0 219.1 4.8 3,103 116,885 268.2 344.4 66.5 M20 121 8.2 10" 10.750 0.13 250 22,679 12.84 16.41 2.62 1"x61/2" 24.6 273.0 3.3 1,724 100,876 326.1. 416.8 66.5 M24 x 165 11.2 12" 1 12.750 0.13 250 31,903 15.41 1 18.84 2.62 1"x61/2" 42.0 323.9 3.3 1,724 141,905 391.4 478.5 66.5 M24 165 19.1 * Maximum available gap between pipe ends. Minimum gap m 0. f Maximum pressure and end load are total from all loads based on standard weight steel pipe. Pressure ratings and end loads may differ on other pipe materials and/or wall thickness. Contact Tyco Fire Products for details. See Fire Protection Equipment Submittal Sheet for Listing and Approval pressure ratings. ** Gold color coded metric bolt sizes are available upon request. t Max End Gap is for cut grooved standard weight pipe. Values for roll grooved pipe will be ½ that of cut grooved. Figure 772 Rigid Couplings have an Anti-Rotation Feature of "gripping teeth" along the coupling keys in sizes 1¼" -4", which make the Figure 772 perfectly suited for "arm over" installations where the likelihood of rotation is greatest. This feature may eliminate the need of extra hangers to support the arm over due to increased rigidity and gripping force saving time and cost. General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data is not exceeded. Always read and understand the installation instructions (IH-1000). Never remove any piping component or corrector modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. -- - TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. Tdiirl1 -P1PkT DynamThread 0 Full Line Sch-40 Replacement Dyna-Thread offers the life expectancy of Sch4O with superior hydraulics and greater value. Dyna-Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety and longevity of traditional Sch-40 pipe with quality and superior hydraulic advantages. Dyna-Thread's inside diameter is up to 3.6% larger than Sch-40 giving it superior hydraulics. And, when used in combination with Dyna-Flow pipe, down sizing often occurs. Dyna-Thread is fully listed and approved by UL, ULC, and FM for fire sprinkler applications. The life expectancy of Dyna-Thread and Sch-40 are equal based on the calculated wall thicknesses per UL. The consistent quality of steel used to make Dyna-Thread facilitates smooth threading and lower maintenance costs. The exterior of Dyna-Thread is protected by a clean, durable mill coating for extended shelf life and easy paint application. (D <~> (~D Listed Approved Listed With its increased strength and lighter weight, Dyna-Thread reduces installation fatigue and is ideal for retro-fit applications. the estimated life expectancy of a pipe joint. This is based on the calculated wall thickness at the base of the first exposed thread, assumed to be the weakest point of the pipe length. Dyna- Thread and Sch-40 have the same calculated wail thicknesses at this point and are both assigned the same CRR of 1.00. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial Formula, "ABF". In scientific laboratory test, ABS proved to have superior resistance to microbial colonization of pipe walls, thereby delaying or possibly preventing the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. More wall thickness at the thread (CRR= 1.00) gives Dyna-Thread better life expectancy than lightwall threadable pipe joints. warning. Dyna-Thread is approved for standard hanger spacing (15 ft. O.C.), can be used as earthquake sway bracing, and is safe to use as drops. Dyna-Thread is safer to weld on. Dyna-Thread is more widely accepted than lightwall threadable where Sch-40 is specified. Super 40/Dyna-Thread pipe is manufactured to meet: ASTM A-135, Grade A and is in compliance with NFPA-13. All sizes of Super 40fDyna- Thread are rated at 300 psi working pressure. Super 40/Dyna-Thread is UL and ULC Listed for wet, dry deluge and pre-action sprinkler systems and FM Approved for use in wet systems. Super 40/Dyna-Thread can be "hot-dip" galvanized to meet FM requirement for dry systems. Super 40/Dyna-Thread is approved for all threaded couplings and welded outlets and is suitable for all roll-grooved, and plain-end fittings. (See listing information). Specifications NPS Nominal I.D. Wt. Wt. (1120 Filled) Pcs/ WI/lift (21') WI/Lilt (24') Wt/Litt (25' In; mm In; mm Lbs/Ft; Kg/rn Lbs/Ft; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg 1.080 1.330 1.75 70 1955 2234 2327 25 27.4 2.0 2.60 70 887 1013 1056 1'4 1.408 1.870 2.54 51 2002 2288 2384 32 35.8 2.8 3.78 51 908 1038 1081 11/i 1.639 2.290 3.22 44 2115 2418 2519 40 41.6 3.4 4.79 44 959 1097 1143 2.104 3.050 4.57 30 1921 2196 2287 50 53.4 4.5 6.80 30 871 996 1037 Corrosion Resistance Ratio (CRR) is a • Unlike lightwall threadable pipe, UL (Underwriters Laboratory) term for Dyna-Thread has no thread gauge 1k 1 16100 S. Lathrop. Harvey, IL 60426 Customer Service: tz,cu c;::;: Qfflec1 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882-5543 a vital part of your world TUBE & CONDUIT 2525 N. 27 th Ave. • Phoenix, AZ 85009 Fax 708-339-1806 S3 -3 0 II 0 Plq A :0 ka it YMA m- F L !O 'W Dyna-Flow® High Strength Steel Pipe The original high-strength lightwall sprinkler pipe with hydraulics superior to Schedule-10. Dyna-Flow pipe is the "original" high- strength lightwall sprinkler pipe. Dyna- Flow has outstanding hydraulic capabilities and is recognized as the most popular alternative to Schedule-10 pipe. Lightweight, easy to cut and easy to handle for installation. Dyna-Flow is a valuable addition to any fire protection system. Specifications NPS Nominal I.D. WI. WI. (H20 Filled) Pcs/ WI/Lilt (21") WI/Lift (24") WI/Lift (25") In; mm In; mm Lbs/Fl; Kg/rn Lbs/Fl; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg 1.191 0.830 1.31 91 1,586 1,812 1,888 25 30.3 1.2 1.95 91 719 822 856 11/4 1.536 1.059 1.87 61 1,356 1,550 1,615 32 39.0 1.6 2.78 61 615 703 733 11/2" 1.728 1.667 2.71 61 2,135 2,440 2,542 40 43.9 2.5 4.03 61 968 1107 1153 2.203 2.104 3.79 37 1,634 1,868 1,946 50 56.0 3.1 5.64 37 741 847 883 21/2" 2.703 2.564 5.10 30 1,615 1,846 1,923 65 68.7 3.8 7.59 30 733 837 872 3.314 3.387 7.18 19 1,351 1,544 1,608 80 84.2 5.0 10.69 19 613 700 729 4' 4.310 4.473 10.86 19 1,784 2,039 2,124 90 109.5 6.7 16.16 19 809 925 963 With an inside diameter of up to 11% larger than Schedule-40 and up to 7% larger than Schedule-10, Dyna-Flow pipe hydraulics are exceptional. Larger I.D.s enable Dyna-Flow, and related components, to be down-sized within the system, thus increasing the potential for job cost savings. For complete Hazen- Williams charts, refer to "Dyna-Flow Hydraulic Data Tables." Dyna-Flow products are coated with an environmentally approved and specially formulated modified-acrylic or water-based coating. This durable coating is paintabie. The black coating acts as an excellent primer and is resistant to weathering and U.V. degradation from outdoor storage. Metallurgical properties provide excellent fabrication characteristics for end prep finishes, welding and roll grooving. There is no special process or equipment needed for fabrication and installation. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial Formula, "ABF'. In scientific laboratory test, ABS proved to have superior resistance to microbial colonization of pipe walls, thereby delaying or possibly preventing the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. Dyna-Flow/Super Ho pipe is manufac- tured to meet ASTM A-795 Type E, Grade A and is in compliance with NFPA-13 and NFPA-14. All sizes of Dyna Flow/Super Flo are UL Listed, FM Approved and ULC Listed. Listed Approved Listed Dyna-Flow/Super Ho is UL/ULC Listed for use with roll grooved, plain-end couplings, and welded joints for wet, dry, preaction and deluge systems. It is FM Approved for roll grooved, plain-end, and welded joints for wet systems. Refer to appropriate documentation for up-to-date listing and approval information. Dyna- Flow/Super Flo is now available "hot- dip" galvanized and has been specifically approved by FM for dry systems uses. Lightweight and easy to install, resulting in more efficient use of your freight and labor dollars. Provides stability needed to comply with standard hanger spacing (15 ft O.C.) per NFPA. Available in Standard lengths for your convenience, or can be ordered in custom lengths upon approval. Fast cutting and welding, as well as easy roll grooving and end preparation. Available in Factory roll grooved form for quicker shop turnaround. Clean, durable mill coating provides Zn longer "shelf life" and acts as an excellent primer for custom paint applications. tL,CE1 a vital part of your world 16100 S. Lathrop e Harvey, IL 60426 Customer Service: QT- allied 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882-5543 TUBE & CONDUIT 2525 N. 27th Ave. • Phoenix, AZ 85009 Fax 708-339-1806 S2 -3 Threaded Fittings Tyco Fire Products --- www.tyco-grooved.com EENTRAL 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 --- USA Customer Service/Sales: Tel: (215) 362-0700 / Fax: (215) 362-5385 Grooved Piping Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 1GeneraI Technical Description 0Data <e> See Fire Protection Submittal Sheet for pressure rating and Listing and Approval information Ductile Iron threaded fittings (with the exception of California Tees and Street Elbows) conform to ANSI 1316.3. They are higher in strength and more corrosion resistant than cast iron fittings. The additional strength is provided by the ductile properties making up the fitting. This is accomplished by adding magnesium while the iron is being poured into it final cast shape. This provides an advantage as the fittings are not as susceptible to leaks or cracking and they are also lighter than standard cast iron. Caution: Installers who have not used ductile iron threaded fittings before should be instructed that the fittings are stronger than the pipe and over- tightening the fitting can create leaks and cause damage to pipe threads. in general, there is about one-half turn difference between cast iron and ductile iron fittings. Apply Teflon tape or high quality pipe joint compound on the male pipe threads and tighten two to three turns beyond hand tight. If you are using an automatic make-on machine, please exercise caution in setting your machine to the proper parameters prior to tightening fittings onto the male pipe threads. Figures: 811, 812, 813, 814, 815, 816, 817, 818, 820, 825, 827, 830, 719, California Tees, and Street Elbows Sizes: 1/2" -21/2" Maximum Working Pressure: 800 Series, California Tees, and Street Elbows: 300 psi Figure 719: 250 psi Approvals: UL, and FM Note: See Fire Protection Submittal Sheet for exact Listing/Approval information. Manufacture Source: Imported Material: Ductile Iron, conforming to ANSI B16.3 (Note: Figure 719 Plugs are constructed of Cast Iron) Thread: N.P.T. rA Installation Apply Teflon Tape or high quality pipe joint compound on the male pipe threads and tighten two to three turns beyond hand tight. (See caution in first column) fl Ordering Procedure Ordering information: When placing an order, indicate the full product name. Please specify the quantity, figure number and size. Availability and Service: Grooved Piping Products, valves, accessories and other products are available throughout the U.S., Canada, and internationally, though a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. 11 Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractor or product manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. No. 21-3.0 Size Inches A Inches B Inches Part Number Weight Lbs. Box Qty. 1/2 11/8 9/16 86206 0.24 240 3/4 1116 3/4 86205 0.40 120 1 11/2 13/16 86200 0.64 70 11/4 1/4 1 11/16 86201 0.95 40 11/2 115/16 1/16 86202 1.24 30 2 2V4 1V2 86203 1.74 20 21/2 211/16 11/is 86204 3.28 10 Figure 815 Reducing Tee LF - Figure 811 900 Elbow Size Inches A Inches B Inches Part Number Weight Lbs. Box Oty. 1/2 7/ 3/ 86780 0.22 250 3/4 1 7/16 86781 0.33 150 1 1 /s 13/is 86280 0.48 90 11/4 15116 5/ 86281 0.73 50 11/2 1/16 11/18 86282 0.93 35 2 111/16 15/is 86283 1.55 18 21/2 u5/i8 1 86782 2.70 12 Figure 813 45° Elbow Size Inches A Inches B Inches Part Number Weight Lbs. Box Oty. 1/2 1 11/8 9/16 86340 0.33 150 3/4 15/16 3/4 86341 0.50 90 1 1V2 13/16 86230 0.85 60 1V4 1/4 1'/is 86231 1.30 35 11/2 115/16 1/16 86232 1.63 24 2 21/4 11/2 86233 2.63 12 21/2 1 211/i6 19/is 86234 4.55 8 Figure 814 Tee h-A [-B-1 Figure 812 90° Reducing Elbow T.'r A Size Inches A Inches B Inches C Inches D Inches Part Number Weight Lbs. Box Qty. 3/4 X 1/2 1I16 1/i6 /8 /8 86342 0.33 160 1 X h/2 1114 1/8 /16 13/16 86210 0.44 110 1 x 3I4 1/8 1/l6 il/is /8 86211 0.53 90 11/4 X 1/2 15/i6 1V2 /8 /is 86212 0.64 75 11/4 x 3I4 1/16 1I8 3/4 1V16 86213 0.75 60 1V4X1 1/16 11V16 7/ 1 86214 0.77 55 1112X 314 11/2 114 3/4 1/is 86221 0.95 45 11/2 xi i/8 1 '3/16 /8 11/5 86215 0.99 40 11/2 X1114 113/16 1/8 11/8 1/16 86216 1.14 35 2 X 3/4 1/8 1 '5/16 7/8 131s 86217 1.39 30 2 x 1I4 21/15 2 1/16 86218 1.58 25 2 x 11/2 2 23/is 11/4 1 7/16 86220 1.67 20 21/2 x 2 2318 2/8 11/4 1 1/8 86262 3.01 15 Size Inches A Inches B Inches C Inches D Inches E Inches F Inches Part Number Wt. Lbs. Box Oty. 3/4 x3/4 x 1/2 13/16 13/16 11/4 1 5/ 5/ il/is 86235 0.46 95 3/4 X3/4X1 V/is 17/16 1 3/ 7/ 7/ 11/16 86755 0.68 65 1X1/2x1 1 '/2 is/s 11/2 13/16 13/16 13/is 86236 0.70 55 1 x 3/4 x1/2 V/i 13/16 13/8 9/is 5/ '3/is 86756 0.63 80 1 X 3/4 X3/4 13/s 15/16 17/1s 11/i5 3/4 7/ 86757 0.68 65 1x3/4 x1 1V2 17/16 11/2 13/16 7/ 13/is 86237 0.77 55 lxi x 1/2 11/4 11/4 13/8 s/is 9/16 13/16 86238 0.66 65 1 X x 3/4 is/s la/s 17/16 11/16 11/16 1/ 86239 0.73 60 1 x 1 x 11/4 111/16 111/16 15/16 1 1 7/ 86240 0.97 45 1x1x1 /2 113/is 113/is la/s li/s li/s 1/s 86241 1.14 35 11/4XlX1/2 115/16 11/4 19/16 5/ 5/16 1 86242 0.81 50 11/4 x 1 x 3/4 11/16 1/8 1/8 3/4 11/16 V/is 86243 0.90 50 11/4 X x 1 19/16 11/2 1 '1/16 7/ 13/is 1 86244 1.03 45 11/4x1x11/4 1/4 111/16 la/i li/is 1 V/is 86245 1.10 40 P/i x 1 xl 1/2 17/8 113/16 113/16 13/16 11/s V/is 862461 1.43 30 11/4x11/4x1/2 13/8 la/s 19/16 11/16 11/16 1 86247 0.87 45 11/4x11/4x3/4 17/ 16 V/is 15/8 3/ 3/4 V/is 86248 0.96 45 11/4x11/4 x1 19/16 19/16 1/16 7/ 7/ 1 86249 1.10 40 11/4x11/4x11/ 17/8 17/8 113/16 113/16 1 3/16 11/16 86250 1.50 30 11/4x 11/4 x2 21/8 21/8 2 1/6 1/is 1 V 86251 2.00 24 11/2 X x 1/2 it/is 15/ 16 111/16 il/is 5/ /s 86252 0.97 40 11/2 x 1 x 3/4 11/2 13/8 1/4 3/4 li/ la/is 86253 1.14 40 11/2x1 X la/s 11/2 1 1111 7/ 13/is li/s 86254 1.14 30 11/2x1x11/2 115/15 113/16 115/16 13/16 11/8 13/ 16 86255 1.52 30 11/2x11/4x1/2 17/16 15/16 ifl/is 11/16 5/ il/s 86257 1.03 40 11/2x11/4 x3/4 11/2 V/Is 1/4 3/4 3/4 13/16 j86258 1.10 40 11/2 x11/4 x1 15/8 19/16 113/16 7/ 7/ V/s 86259 1.31 30 11/2 x 11/4 x2 2/16 21/8 1 2 17/ 16 11/16 1 '/4 86260 1.94 20 11/2X11/2x1/2 17/16 17/i6 l"/is 11/16 fl/is V/8 86261 1.14 35 11/2x11/2x3/4 11/2 11/2 1/4 3/4 3/4 13/16 86262 1.23 35 11/2 x11/2 x1 1/8 15/6 113/16 1/8 7/ 1 V 86263 1.38 30 1'/2X P/2x 11/4 113/16 113/16 li/s li/is 11/16 13/ is 86264 1.50 30 11/2 x11/2x2 23/16 23/is 2 17 /16 17/16 1/4 86265 2.00 20 2 x 1 x 2 21/4 2 21/4 11/2 15/16 11/2 86266 2.18 15 2x11/4x2 21/4 21/8 21/4 11/2 1/16 11/2 86267 2.31 15 2 xl 1/2 x 1/2 1 i/2 17/16 1/8 3/4 11/16 15/16 86268 1.50 30 2x11/2x3/4 15/8 11/2 115/is 7/ 3/4 13/s 86269 1.61 25 2x11/2x1 1/ 15/s 2 1 7/ 15/is 86270 1.65 20 2x1 1/2x11/2 21/16 115/is 23/16 15/16 13/16 17/ is 86272 2.03 20 2x11/2x2 21/4 23/16 21/4 11/2 17/ 16 11/2 86273 2.37 15 2x2X1/2 1V2 11/2 17/8 3/4 3/4 15/16 86222 1.50 30 2x2x3/4 li/s 15/8 1 '5/16 1/ 7/ la/s 86223 1.67 20 2 x 2 xl 1/4 1/4 2 1 1 15/16 186224 1.91 20 2 x 2 x 11/4 17/8 17/s 21/s il/s li/s 17/16 86225 2.05 20 2x2x1112. 2 2 2/is il/i 11/4 11/2 86226 2.11 15 2x2x2V2 25/8 25/8 23/6 1/4 11/8 17/16 86227 3.67 10 21/2 x2x3/4 1/4 15/8 2/16 5/ 7/ 1/4 86274 2.22 15 -2- Size Inches A Inches Part Number Weight Lbs. Box Oty. 1/2 /e 72776 0.15 500 3/4 1 72777 0.22 300 1 1/16 72824 0.33 180 11/4 1/16 1 72756 0.54 110 11/2 1/8 72822 0.68 80 2 11/2 72823 0.96 45 21/2 1/4 72825 1.80 25 Size Inches A Inches Part Number Weight Lbs. Box Qty. 1/2 /16 86292 0.10 500 3/4 11/8 86293 0.18 300 1 11/4 86294 0.28 200 11/4 0.50 110 11/2 1/8t86295 1/16 296 0.70 80 2 11/2 297 1 0.90 1 45 Figure 820 Cap Figure 719 Cast Iron Plug Size Inches A Inches B Inches Part Number Weight Lbs. Box Qty. 3/4 x 1/2 1/4 11/16 86772 0.38 240 1 X 1/2 1/l6 1/2 86228 0.38 200 1 X 3/4 1 1/4 1/2 86229 7.5 ii Figure 825 Extension Piece Size Inches A Inches Part Number Weight Lbs. Box Qty. 1/2 X 11/2 11/2 72751 0.20 300 1/2 x 2 2 72980 0.27 250 314X 11/2 11/2 72981 0.22 250 3/4 x2 2 72982 1 0.31 1200 Figure 816 Reducing Coupling EM - Figure 817 Cross Figure 827 Hex Bushing Size Inches A Inches B Inches C Inches D Inches Part Number Weight Lbs. Box Oty. 1 11/2 1V2 '/16 13/18 86284 0.97 45 11/4 13/4 1/4 11/16 1V16 86285 1.59 25 11/2 115/16 115/16 13/ 16 86286 1.89 20 2 21/4 21/4 11/2 11/2 86287 2.93 10 .11/4 x 11/4X 1 X 1u116 19/ I 86289 1.25 30 11/2 X11/2X1 X 113/18 1/8 11/16 115/16 86322 1.48 24 2x2x1x1 2 1/4 11/4 11/18 86291 2.64 10 Size Inches A Inches Part Number Weight Lbs. Box Qty. 1 x 1/2 11/16 72726 0.22 280 1 x 3/4 11/18 72762 0.18 280 11/4 X 1 1/16 72763 0.31 150 1V2X1 11/4 72757 0.53 100 11/2X1114 11/4 72764 0.35 100 2 x 1 1/e 72759 0.75 80 2x 11/4 1I8 72761 0.69 80 2x 11/2 1/a T72775 0.62 .80 Figure 818 BA Straight Coupling Size Inches A Inches B Inches Part Number Wrench Weight Lbs. Box Oty. /2 1/8 /16 72779 11/8 0.18 360 3/4 1/8 /16 72778 1/8 0.26 200 1 1/4 3/a 72755 111/16 0.44 110 11/4 2 9/16 72754 2 0.54 75 11/2 2/16 3/4 72753 21/4 0.71 60 2 2/a 11/8 72752 2/4 1.15 30 21/2 3 72758 3/8 2.29 18 I1L1_f1_i1IiiJ Figure 830 _________ Brass Seat Union 1 [f1 Size Inches A Inches B Inches Part Number Weight Lbs. Box Oty. 1/2 1/8 '/16 86207 0.47 110 3/4 2 '/16 86275 0.66 80 1 2/16 'lig 86276 1.08 50 1'/4 21/2 11/16 86277 1.54 35 11/2 2/8 1 1I16 86278 1 2.03 25 1 2 31/8 1/8 86279 3.15 18 -3- Street Elbows m r 41 California Tees Size Inches A Inches B Inches C Inches Part Number Weight lbs. Box Qty. 1 x 1/2 1 V2 3/4 3 42003 1 0.70 80 160 1 X 1 11/2 3/4 3 42002 0.90 Size Inches A Inches B Inches C Inches 0 Inches Part Number Weight lbs. Box Oty. 1 x 1/2 x 1 11/2 7/ 3 3/4 42000 0.95 50 1 x 1 x 1 11/2 3/4 3 3/4 42001 0.95 45 I1Limited _______Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. Nc warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data is not exceeded. Never remove any piping component nor correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. tLICD/F/ow Contro// Tyco Fire Printed U.S.A. 10-01 Products tqC17 Fire & Building 1,Pro du c ts Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 BlazeMaster 11 CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet ,a rapid response HOME FIRE SPRINKLER SYSTEM General Description Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are designed exclusively for use in wet pipe automatic fire sprinkler systems. They are made from a specially devel- oped thermoplastic compound com- posed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art additives. TFBP BlazeMaster CPVC products are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as com- pared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapters are available to connect CPVC pipe to metallic pip- ing. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. WARNING Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for main tam- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Sizes 3/4" to 3" Maximum Working Pressure 175 psi Approvals UL, FM, CUL, NSF, Dade County, LPCB, MEA, and the City of Los Ange- les. (Refer to IH-1900, Rev. 0, Janu- ary 2005 "Installation Instruction & Technical Handbook" for exact list- ing/approval information.) Manufacture Source U.S.A. Material Pipe: ASTM F442, SDR 13.5 Fittings: ASTM F438 (Sch. 40) and ASTM F439 (Sch. 80), ASTM F1970 Color Orange BlazeMasteiO is a registered trademark of Noveon IP Holding Corp. Page 1 of 6 JANUARY, 2006 TFPI9I5 Page 2 of 6 TFPI9I5 NOMINAL AVERAGE AVERAGE WEIGHT FILL WATER ED WEIGHT FT. OF PIPE WEIGHT PER LIFT SIZE O.D. I.D. lbs/ft. lbs/ft. PER LIFT lbs. 3/4" 1.050" 0.874" 0.18 0.44 7875 1339 1.315" 1.101' 0.26 0.67 5040 1320 1-1/4" 1.660" 1.394" 0.42 1.08 2835 1191 1-1/2" 1.900" 1.598" 0.54 1.41 2205 1213 2.375" 2.003" 0.84 2.20 1260 1084 2-1/2" 2.875' 2.423' 1.26 3.26 1215 1531 1 3.500" 1 2.952" 1 1.87 1 4.83 1 720 1344 FIGURE 1— PIPE DIMENSIONS Installation Tyco Fire and Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- ance with IH-1900, Rev. 0, January 2005 "Installation Instruction & Techni- cal Handbook". Care and Maintenance The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority havingjurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. TFPI9I5 Page 3 of 6 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE (TIO) SCHD. (lb.) TEE 80000 3/4" 5/8" 40 0.11 1/0 80001 11/16" 40 0.19 r+ 80002 1-1/4" 7/8" 40 0.26 80003 1-1/2" 1-1/16" 80 0.51 80004 1-3/8" 80 0.90 ___~=_T/o • 80005 2-1/2" 1-9116" 80 1.59 T/ 80006 1-13/16" 80 2.41 XxYxZ X Y Z 3/4" x 3/4" x 1" 3/4" 3/4" 5/8" 80132 40 0.14 • 80133 1"x3/4"x314" 9/16" 9/16" 3/4" 40 0.14 80134 1"x314"x1" 3/4" 11/16" 3/4" 40 0.17 80260 x 1" x 3/4" 5/8" 5/8" 13/16" 40 0.16 80135 1-1/4"x1"x3/4" 5/8" 5/8" 15/16" 40 0.21 80136 1-1/4x1"x1" 3/4" 3/4" 15/16" 40 0.22 80137 1-114"x1"x1-1/4" 15/16" 15/16" 7/8" 40 0.26 REDUCING TEE 80261 1-1/4"x 1-1/4"x 3/4" 5/8" 5/8" 7/8" 40 0.23 80262 1-1/4"x 1-1/4"x 1" 3/4" 3/4" 7/8" 40 0.26 Z 80138 1-1/4" x 1-1/4" x 1-1/2" 1" 1" 1" 80 0.43 T/0 80140 1-112"x1-1/4"x3/4 9/16" 9/16" 1" 80 0.36 80141 1-112"x 1-1/4" xl" 9/16" 9/16 .1-1/16" 80 0.38 80263 80264 1-1/2"x1-1/2"x3/4" 1-112"x1-1/2"x1" 9/16" 9/16" 9/16" 9/16" 1" 1-1/16" 80 80 0.36 0.38 80275 1-1/2"x1-1/2"x1-1/4" 7/8" 7/8" 1" 80 0.45 1/0 80265 x 2" x 3/4" 3/4" 3/4" 1-3/8" 80 0.61 80266 2"x 2"x 1" 7/8" 7/8" 1-3/8" 80 0.66 80274 2"x 2"x 1-1/4" .1-1/16" 1-1/16" 1-3/8" 80 0.74 80267 2'x 2"x 1-1/2" 1-1/8" 1-1/8" 1-3/8" 80 0.78 80271 2-1/2" x 2-1/2" x 1" 1-9/16" 1-9/16" 1-9/16" 80 1.43 80272 2-1/2" x 2-1/2" x 1-1/4" 1-9/16" 1-9/16" 1-9/16" 80 1.46 80273 2-1/2" x 2-1/2" x 1-1/2" 1-9/16" 1-9/16" 1-9/16" 80 1.48 80276 2-1/2" x 2-1/2" x 2" 1-9/16" 1-9/16" 1-9/16" 80 1.50 80270 3"x3"x1-1/2" 1-13/16" 1-13/16" 1-13/16" 80 2.28 80268 x 3"x 2" 1-13/16" 1-13/16 1-3/4" 80 2.25 80269 3" x 3" x 2-1/2" 1-13/16" 1-13/16" 1-13/16" 80 2.44 CROSS & REDUCING CROSS 80009 3/4" 9/16" 40 0.13 80010 V 11/16" 40 0.23 T/O 80011 1-1/4" 15/16" 40 0.34 80012 1-1/2" 1-1/16" 80 0.67 80013 1-5/16" 80 1.00 80014 2-1/2" 1-9/16" 80 1.91 T/ 0 80008 1-13/16" 80 2.89 80015 1" x 1" x 3/4" x 3/4" 7/8" 40 0.28 T/ /0 80025 3/4" 5/8" 40 0.09 90" ELBOW & REDUCING ELBOW 80026 V 3/4" 40 0.14 80027 1-1/4" 7/8" 40 0.21 X 80028 1-1/2" 1-1/16" 80 0.40 80029 1-5/16" 80 0.79 80030 2-1/2" 1-9/16" 80 1.14 80031 1-13/16" 80 1.82 XxY X Y Ot 80032 1"x314" 11/16" 13/16" 40 0.16 FIGURE 2- FITTING DIMENSIONS (Part 1 of 4) Page 4 of 6 TFPI9I5 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE (TIO) . SCHD. (lb.) 45" ELBOW 80050 3/4" . 3/8" 40 0.08 80051 3/8" 40 0.11 80052 . 1-114" 3/4" 40 0.20 80053 1-1/2" 1/2" 80 0.31 80054 T/0, 3/4" 80 0.56 80055 2-1/2" 13/16" 80 0.89 80056 1" 80 1.19 80075 3/4" 1/8" 40 0.07 COUPLING & 80076 1/8" 40 0.11 REDUCING COUPLING 80077 1-114" 3/16" 40 0.12 80078 1-1/2" 3/16" 80 0.25 80079 3/16" 80 0.38 IFT/O 80080 2-1/2" 1/4" 80 0.67 80081 3/16" 80 0.91 80220 1" x 314" 1/8" 40 0.08 80200 x 3/4" 7/16" 40 0.04 80201 1-1/4"x3/4" 1/2" 40 0A1 80202 1-1/4' x 1" 5/16" 40 0.12 80203 1-1/2"x3/4" 5/8" 80 0.16 80204 1-1/2"x 1" 1/2" . 80 0.14 REDUCER BUSHING 80205 1-1/2"x 1-1/4" 3/8" 80 0.17 80206 x 3/4" 13/16" 80 0.27 80207 2"x 1" 11/16" 80 0.26 -PT/O 80208 2"x 1-114" 9/16" 80 0.24 • 80209 2"x 1-1/2" 7/16" 80 0.19 80215 2-1/2" x1" 15/16" 80 0.42 80214 2-1/2" x 1-1/4" 13/16" 80 0.45 80213 2-1/2" x 1-1/2" 11/16" 80 0.46 80211 . 2-1/2"x2" 5/8" 80 0.29 80210 x 2" 3/4" . 80 0.72 80212 3" x 2-112" 1/2" 80 0.47 CAP 80100 3/4" 5/16" 40 0.04 80101 3/8" 40 0.06 80102 1-1/4" 7/16" 40 0.10 80103 1-1/2" 11/16" 80 0.20 80104 5/8" 80 0.31 TL_ 80105 2-1/2" 7/8" 80 0.58 80106 1" 80 0.88 GROOVED TIO PIPE O.D. COUPLING ADAPTER 2-5/16" 1-1/4" (1.660") 77-,777 80160 1-1/4"x 1-1/4" Groove 40 0.78 80161 1-112"x 1-1/2" Groove 2-5/16" 1-1/2" (1.900") 80 0.95 PIPE 80162 2"x2"Groove 2-5116" 2"(2.375") 80 1.42 O.D. f 80163 2-1/2" x 2-1/2" Groove 2-5116" 2-1/2" (2.875") 80 2.28 80164 3" x 3" Groove 2-1/4" 3-(3.500-) 80 3.00 80169 2-1/2x 76,1 mm Groove 2-5/16" 76,1 mm (3.000") 80 2.28 FIGURE 2- FITTING DIMENSIONS (Part 2 of 4) TFPI9I5 Page 5 of 6 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE Rio) SCHD. (lb.) SPRINKLER HEAD ADAPTER 80175E 3/4" x 1/2" NPT 7/16" 80 020 80176E lx 112" NPT 7/16" 80 0.22 q;T,O 80175WL 3/4' x 1/2" NPT 7/16" 40 0.16 80179 1"x 3/4° NPT 13/16" 40 0.43 SPRINKLER HEAD ADAPTER 80175W 3/4"xl/2"NPT 1/2" 40 0.19 E; 80176W 1"x 1/2° NPT 1/2° 40 0.18 SPRINKLER HEAD ADAPTER (SPIGOT) 80177L 3/4" x 1/2" NPT 1/2' 40 0.16 0.20 80178 l x 1/2' NPT 9/16° 40 80180 1°x3/4" NPT 7/8° 40 0.40 FEMALE ADAPTER 80142 3/4° x 3/4° NPT 13/16" 40 0.41 80145 lx 1" NPT 7/8° 40 0.63 80146 1-1/4"x1-1/4"NPT 1-1/8" 40 1.03 80147 1-1/2"x 1-1/2" NPT 1-3/8" 80 1.42 80148 2° x 2° NPT 1-11/16" 80 2.66 MALE ADAPTER 80157 3/4" x 3/4" NPT 1-5/16" 40 0.33 0.56 80158 lx 1" NPT 1-3/8" 40 XxYxZ X Y Z SPRINKLER HEAD ADAPTER TEE 80250 3/4° x 3/4" x 1/2° NPT 9/16" 9/16° 1" 40 0.22 Z 80251 1"x 1" x 1/2° NPT 11/16" 11/16" 1-3/16° 40 0.29 ' T/O 80249 1"x 1" x 1° NPT 15/16" 15/16" 1-9/16" 40 0.73 80256 1-1/4"x I" x 1/2" NPT 7/16" 9/16" 1-5/16" 40 0.30 80252 1-1/4"x 1-1/4"x 1/2" NPT 7/16" 7/16" 1-5/16" 40 0.31 80257 1-1/2" x 1-1/4 x 1/2" NPT 1/2' 11/16" 1-7/16" 80 0.43 x 80254 1-1/2" x 1-1/2' x 1/2° NPT 1/2" 1/2" 1-7/16" 80 0.46 T/O -I--T/O 80258 2" x 1-1/2" x 1/2° NPT 1/2" 5/8" 1-11/16" 80 0.56 80253 2" x 2" x 1/2" NPT 1/2" 1/2° 1-11/16" 80 0.62 FIGURE 2— FITTING DIMENSIONS (Part 3 of 4) Page 6 of 6 TFPI9IS FITTING TYPE PART NUMBER NOMINAL SIZE NOMINAL TAKE-OUT (T!O) SCHD WEIGHT (lb.) BACK-TO-BACK TEE XxYxZ X Y,Z x T/0 Y 80459 80460 1" x 1/2" NPT x 1/2" NPT 1" x 1/2" NPT x 1/2" NPT 5/8" 5/8" 1-5/16" 1-3/16" 40 40 0.48 0.46 J_•• 110L TI0 BACK-TO-BACK CROSS XxYxZxW X,Y Z,W x 1/0 zffi~ _L I ME 1" x 1" x 1/2" NPT x 1/2" NPT 5/8" 1-3/16" 40 0.46 w ti 80462 80463 1" x 1"x 1/2" NPT x 1/2" NPT 5/8" 1-5/16" 40 0.47 1/0 1/0 - —1-1/0 - SPRINKLER HEAD Xx Y X V ADAPTER 90" ELBOW V 1/0 80199 3/4" x 1/2" NPT 9/16" 1" 40 0.20 80198 1" x 1/2" NPT 3/4" 1-1/4" 40 0.26 x 80196 1" x 3/4" NPT 1-1/16" 1-7/16 40 0.26 T/0 FIGURE 2— FITTING DIMENSIONS (Part 4 of 4) Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of Such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foreaoina warranty is made in lieu of merchantability and fitness for a oar- This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 f-. Fig. 24 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type - Side Mount c®ususmo Size Range - 3/4' thru 2" CPVC pipe Material - Pre-Galvanized Steel Function - Intended to perform as a hanger/restrainer to support CPVC piping used in automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. The Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (2) 1/4" xl" tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features - Fig. 24 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. Easily attaches to the building structure using the two UL Listed hex head self threading screws* furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a ham- mer) are allowed. Damage has been known to result from installations using impact type tools. No pre-drilling of a pilot hole in wood is required. Finish - Pre-Galvanized Order By - Figure number and pipe size * Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size Wt./100 3/4 25/16 15/32 13/1 51/2 5/16 9 1 2/8 1/16 13A6 6 5/16 9 11/4 3 1½ 13A6 61/2 5/16 11 11/2 31/4 15/8 13/i6 7 5/16 12 2 311A6 127/32 13/1e 8 5/16 15 D OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5286 www.tolco.com Fig. 23 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type C®US USTEO Size Range - 3/4" thru 3" CPVC pipe Material - Pre-Galvanized Steel Function - Intended to perform as a hanger/restrainer to support CPVC piping used in automatic fire sprinkler systems. Fig. 23 can be installed on the top, bottom or side of a beam. The Fig. 23 also functions as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (2) 1/4" x 1' tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features - Fig. 23 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. It also incorporates snap restrainers allowing easier and faster installation. Easily attaches to the building structure using the two UL Listed hex head self threading screws* furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket aftachment be used as instal- latiOn tools. No impact tools (such as a hammer) are allowed. Damage has been known to result from installations using impact type tools. No pre-drilling of a pilot hole in wood is required. Finish - Pre-Galvanized Order By - Figure number and pipe size * Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size Wt./100 3/4 31, 1/16 1W16 51/2 5/16 9 1 33A 111/16 1W16 6 5/16 9 11/4 4 /16 23A2 13A6 61/2 5/16 11 11/2 4 /16 27/32 13A6 7 5/16 12 2 4 /8 27A6 1A6 8 5/16 15 21/2 10/ 211/16 1/16 9 5/16 22 3 11/8 3 1/16 10 5/16 25 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 22 - Hanger for CPVC Plastic Pipe Single Fastener Strap Type C®US LISTED Size Range - 3/4" thru 2" CPVC pipe Material - Pre-Galvanized Steel Function - Intended to perform as a hanger to support CPVC piping used in automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in the horizontal position. Figure 22 can be installed on the top of a beam, but in this situation acts as a guide to the piping which is supported by the beam itself. It is not intended to sup- port CPVC pipe from under a flat horizontal surface, such as a ceiling. For this type of installation, use the TOLCO® Fig. 23, Double Fastener Strap for CPVC Piping. Fig. 22, when inverted, with the hanger tab downward, can function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (1) 1/4" x 1" tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features - Fig. 22 incorporates features which protect the pipe and ease installation. The flared edge design pro- tects CPVC pipe from any rough surface. It is easily attached to the building structure using the special UL Listed hex head self threading screw furnished with the product, this is the minimum size fastener acceptable. It is rec- ommended that rechargeable electric drills fitted with a hex socket attachment to be used as installation tools. No impact tools (such as a hammer) are allowed. Damage has been know to result from installations using impact type tools. No pre-drilling of a pilot hole in wood is required. Finish - Pre-Galvanized Order By - Figure number and CPVC pipe size. Dimensions *Weights . CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size Wt./100 3/4 27A 1A6 13/16 51h 5/16 9 1 211/16 17A6 19!16 6 5/16 9 11/4 3V16 15/8 16 61/2 5/16 11 11/2 3/16 13/4 1A6 7 5/16 12 2 33/4 21/8 1Vi6 8 5/16 15 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 wwwtoko.com Order by - Figure number and pipe size. PATENT # 10446292 - FIG.276 (I) REQUIRED FI0.270 HIGH SIDE (Dl (2) REQUIRED OF HANGER 4 HANGER APPLICATION HANGER & RESTRAINT APPLICATION FG.n F)8 F FGM -i Fig. 28 "Stand-Off" Hanger & Restrainer for CPVC Plastic Pipe I& US LISTED Size Range - 3/4" through 2" Material - Carbon Steel, Pre-Galvanized Function - Designed to be used as a hanger and restrainer for CPVC piping where the stand-off design will ease installation by eliminating the need for wood blocking. Features: Flared edge design protects CPVC pipe from any rough or abrasive surfaces. Unique twist and lock design holds pipe firmly in place and allows retrofit type of installation. The 'Stand-Off" design eliminates the need for wood block extension. Can be installed on horizontal or vertical piping regardless of mounting surface orientation. Attaches easily to wood structure with two hex head self-threading screws furnished with product. Installs easily using rechargeable electrical driver with 5/16" extension socket eliminating impact tool damage to pipe. Attaches easily to steel, minimum 18 gauge with (2) 1/4" x 1" tek type self drilling tapping screws. U.L. Listed as a hanger and a restrainer for fire sprinkler piping. Approvals - Underwriters' Laboratory Listed in the USA (UL) and Canada (cUL) to support automatic fire sprinkler systems. May be installed into wood using fasteners supplied with product, or into minimum 18 gauge steel using (2) 1/4" x IIH tek type screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Fig. 28 satisfies the UL vertical restraint requirement where needed. UL Listed as a hanger and vertical restraint when installed on 3/8" composite wood material. Use two Fig. 27B Speed Nuts when used as a hanger and restraint. Use one Fig. 27B Speed Nut on the upper installed screw when used as a hanger only. Dimensions • Weights Pipe Approx. Size A B C 3/4 31/3 2 31/2 .180 1 3/16 2A6 31/2 .210 11/4 35/8 2% 31/2 .225 11/2 4 21/2 3l, .310 2 41/2 211/is 35/8 .340 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 A CUSTOMER SERVICE • 800.786.5266 www.tolco.com E' REPORTTM ESR-1 917 Reissued September 1, 2007 This report is subject to re-examination in two years. ICC Evaluation Service, Inc. I BtinessIRegionaI Office. 5360 Woi1g,,a' Mill RcW, Wittier, Callfona 90601 • (562) 699'0543 Regional Office • 900 Montclair Road, Suite A Bwmingham, Alabama 35213 • (205) 599-9800 WWW. Icc-es.org Regional Office • 4051 West Flossmoor Road, County Club Hills, Illinois 60478 • (708) 799-2305 DIVISION: 03—CONCRETE Section: 03151—Concrete Anchoring REPORT HOLDER: HILT[, INC. 5400 SOUTH 122 ND EAST AVENUE TULSA, OKLAHOMA 74146 (800) 879-8000 www.us.hllti.com HiItiTechEngus.hilti.com EVALUATION SUBJECT: HILTI KWIK BOLT TZ CARBON AND STAINLESS STEEL ANCHORS IN CONCRETE 1.0 EVALUATION SCOPE Compliance with the following codes: 2006 International Building Code® (IBC) 2006 International Residential Code® (IRC) 1997 Uniform Building Code (UBC) Property evaluated: Structural 2.0 USES The Hilti Kwik Bolt TZ anchor (KB-TZ) is used to resist static, wind, and seismic tension and shear loads in cracked and uncracked normal-weight concrete and structural sand lightweight concrete having a specified compressive strength, f c, of 2,500 psi to 8,500 psi (17.2 MPa to 58.6 MPa); and cracked and uncracked normal-weight or structural sand lightweight concrete over metal deck having a minimum specified compressive strength, f', of 3,000 psi (20.7 MPa). The anchoring system is an alternative to cast-in-place anchors described in Sections 1911 and 1912 of the IBC and Sections 1923.1 and 1923.2 of the UBC. The anchors may also be used where an engineered design is submitted in accordance with Section R301.1.3 of the IRC. 3.0 DESCRIPTION KB-TZ anchors are torque-controlled, mechanical expansion anchors. KB-TZ anchors consist of a stud (anchor body), wedge (expansion elements), nut, and washer. The anchor (carbon steel version) is illustrated in Figure 1. The stud is manufactured from carbon or stainless steel materials with corrosion resistance equivalent to Type 304 stainless steel. Carbon steel KB-TZ anchors have a minimum 5 pm (0.00002 inch) zinc plating. The expansion elements forthe carbon and stainless steel KB-TZ anchors are fabricated from stainless steel with corrosion resistance equivalent to Type 316 stainless steel. The hex nut for carbon steel conforms to ASTM A 563-04, Grade A, and the hex nut for stainless steel conforms to ASTM F 594. The anchor body is comprised of a high-strength rod threaded at one end and a tapered mandrel at the other end. The tapered mandrel is enclosed by a three-section expansion element which freely moves around the mandrel. The expansion element movement is restrained by the mandrel taper and by a collar. The anchor is installed in a predrilled hole with a hammer. When torque is applied to the nut of the installed anchor, the mandrel is drawn into the expansion element, which is in turn expanded against the wall of the drilled hole. Installation information and dimensions are set forth in Section 4.3 and Table 1. Normal-weight and structural lightweight concrete must conform to Sections 1903 and 1905 of the IBC and UBC. 4.0 DESIGN AND INSTALLATION 4.1 Strength Design: 4.1.1 General: Design strengths must be determined in accordance with ACI 318-05 Appendix 0 and this report. Design parameters are provided in Tables 3 and 4. Strength reduction factors 0 as given in ACI 318 D.4.4 must be used for load combinations calculated in accordance with Section 1605.2.1 of the IBC or Section 1612.2 of the UBC. Strength reduction factors 0 a given in ACI 318 0.4.5 must be used for load combinations calculated in accordance with ACI 318 Appendix C or Section 1909.2 of the UBC. Strength reduction factors 0 corresponding to ductile steel elements may be used. An example calculation is provided in Figure 6. 4.1.2 Requirements for Static Steel Strength in Tension: The steel strength in tension must be calculated in accordance with ACI 318 D.5.1. The resulting N. values are provided in Tables 3 and 4 of this report. 4.1.3 Requirements for Static Concrete Breakout Strength in Tension: The basic concrete breakout strength in tension must be calculated according to ACI 318 Section D.5.2.2, using the values of h5, and k5, as given in Tables 3 and 4 in lieu of h5, and k, respectively. The nominal concrete breakout strength in tension in regions where analysis indicates no cracking in accordance with ACI 318 Section 0.5.2.6 must be calculated with CIN as given in Tables 3 and 4. For carbon steel KB-TZ installed in the soffit of structural sand lightweight or normal-weight concrete on steel deck floor and roof assemblies, as shown in Figure 5, calculation of the concrete breakout strength may be omitted. (See Section 4.1.5.) 4.1.4 Requirements for Critical Edge Distance: In applications where c < Ca, and supplemental reinforcement to control splitting of the concrete is not present, the concrete REPORTS-are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 2007 Page 1 of 14 Page 2 of 14 ESR-1917 breakout strength in tension for uncracked concrete, calculated according to ACI 318 Section D.5.2, must be further multiplied by the factor as given by the following equation: C WORN ;- cc (1) whereby the factor 4O'N need not be taken as less et than 1 .5 h . For all other cases, WCjN = 1.0. Values for the critical edge distance c must be taken from Table 3 or Table 4. 4.1.5 Requirements for Static Pullout Strength in Tension: The pullout strength of the anchor in cracked and uncracked concrete, where applicable, is given in Tables 3 and 4. In accordance with ACI 318 Section 0.5.3.2, the nominal pullout strength in cracked concrete must be calculated according to the following equation: Npn r. = 2,500 (lb. psi) (2) Npnrc = \/ (N, MPa) In regions where analysis indicates no cracking in accordance with ACI 318 Section 0.5.3.6, the nominal pullout strength in tension must be calculated according to the following equation: FT,5 Npn,rc = N uncr (lb. psi) (3) Npnrc = N u,7c J2 (N, MPa) Where values for NP, or are not provided in Table 3 or Table 4, the pullout strength in tension need not be evaluated. The pullout strength in cracked concrete of the carbon steel KB-TZ installed in the soffit of sand lightweight or normal- weight concrete on steel deck floor and roof assemblies, as shown in Figure 5, is given in Table 3. In accordance with ACI 318 Section D.5.3.2, the nominal pullout strength in cracked concrete must be calculated according to Eq. (2), whereby the value of NP,k,C must be substituted for The use of stainless steel KB-TZ anchors installed in the soffit of concrete on steel deck assemblies is beyond the scope of this report. In regions where analysis indicates no cracking in accordance with ACI 318 Section D.5.3.6, the nominal pullout strength in tension may be increased by q)c as given in Table 3. Wc.p is 1.0 for all cases. Minimum anchor spacing along the flute for this condition must be the greater of 3.0h0, or 11/2 times the flute width. 4.1.6 Requirements for Static Steel Shear Capacity V: In lieu of the value of V as given in ACI 318 Section D.6.1.2(c), the values of V. given in Tables 3 and 4 of this report must be used. The shear strength V,.k as governed by steel failure of the KB-TZ installed in the soffit of structural sand lightweight or normal-weight concrete on steel deck floor and roof assemblies, as shown in Figure 5, is given in Table 3. 4.1.7 Requirements for Static Concrete Breakout Strength of Anchor in Shear, V or V: Static concrete breakout strength shear capacity must be calculated in accordance with ACI 318 Section 0.6.2 based on the values provided in Tables 3 and 4. The value of I used in ACI 318 Equation (D-24) must taken as no greater than h8 . 4.1.8 Requirements for Static Concrete Pryout Strength of Anchor in Shear, V or V P,: Static concrete pryout strength shear capacity must be calculated in accordance with ACI 318 Section D.6.3, modified by using the value of provided in Tables 3 and 4 of this report and the value of NCb or N as calculated in Section 4.1.3 of this report. For anchors installed in the soffit of structural sand lightweight or normal-weight concrete over profile steel deck floor and roof assemblies, as shown in Figure 5, calculation of the concrete pry-out strength in accordance with ACI 318 Section D.6.3 is not required. 4.1.9 Requirements for Minimum Member Thickness, Minimum Anchor Spacing and Minimum Edge Distance: In lieu of ACI 318 Section D.8.3, values of Cmj,, and Smj,, as given in Tables 2 and 3 of this report must be used. In lieu of ACI 318 Section 0.8.5, minimum member thicknesses hmjn as given in Tables 3 and 4 of this report must be used. Additional combinations for minimum edge distance cmk, and spacing Smi,, may be derived by linear interpolation between the given boundary values. (See Figure 4.) The critical edge distance at corners must be minimum 4h., in accordance with ACI 318 Section D.8.6. 4.1.10 Requirements for Seismic Design: For load combinations including earthquake, the design must be performed according to ACI 318 Section 0.3.3 as modified by Section 1908.1.16 of the IBC, as follows: ACI 318 D.3.3. ICODE EQUIVALENT SEISMIC REGION I DESIGNATION Moderate or high I Seismic Design IBC and IRC seIsmic risk Categories C,D,E, and F Moderate or high I Seismic Zones seismic risk J 213, 3, and 4 The nominal steel strength and the nominal concrete breakout strength for anchors in tension, and the nominal concrete breakout strength and pryout strength for anchors in shear, must be calculated according to ACI 318 Sections D.5 and 0.6, respectively, taking into account the corresponding values given in Tables 3 and 4. The anchors comply with ACI 318 D.1 as ductile steel elements and must be designed in accordance with ACI 318 Section D.3.3.4 or D.3.3.5. The nominal pullout strength N :, and the nominal steel strength for anchors in shear V 1 must be evaluated with the values given in Tables 3 and 4. The values of must be adjusted for concrete strength as follows: f' = N .6011(2 .5c00 (lb. psi) (4) Np,sejs,rc = NPcOIS..J2 (N, MPa) If no values for or V 1 are given in Table 3 or Table 4, the static design strength values govern. (See Sections 4.1.5 and 4.1.6.) 4.1.11 Structural Sand Lightweight Concrete: When structural lightweight concrete is used, values determined in Page 3 of 14 ESR-1917 accordance with ACI 318 Appendix 0 and this report must be modified by a factor of 0.60. 4.1.12 Structural Sand Lightweight Concrete over Metal Deck: Use of structural sand lightweight concrete is allowed in accordance with values presented in Table 3 and installation details as show in Figure 5. 4.2 Allowable Stress Design: 4.2.1 General: Design resistances for use with allowable stress design load combinations calculated in accordance with Section 1605.3 of the IBC and Section 1612.3 of the UBC, must be established as follows: Rd elow,ASD = (5) a where Rd = 0. R represents the limiting design strength in tension (V) or shear (ØV) as calculated according to ACI 318 Sections D.4.1.1 and D.4.1.2 and Section 4.1 of this report. For load combinations including earthquake, the value Rd in Equation (5) must be multiplied by 0.75 in accordance with ACI 318 Section D.3.3.3. Limits on edge distance, anchor spacing and member thickness, as given in Tables 3 and 4 of this report, must apply. Allowable service loads for single anchors in tension and shear with no edge distance or spacing reduction are provided in Tables 6 through 9, for illustration. These values have been derived per Equation (5) using the appropriate strength reduction factors Øfrom Tables 3 and 4 and the a factors provided in Section 4.2 of this report. The value of a must be taken as follows: REFERENCE FOR STRENGTH REDUCTION FACTORS a Including Seismic Excluding Seismic ACI 318 Section 0.4.4 1.1 1.4 ACI 318 Section 0.4.5 1.2 1.55 4.2.2 Interaction: In lieu of ACI 318 D.7.1, D.7.2 and D.7.3, interaction must be calculated as follows: For shear loads V :g 0.2 the full allowable load in tension Te,l,WASo may be taken. For tension loads T ~ 0.2 T,W AsD, the full allowable load in shear may be taken. For all other cases: T V Taiiow ASO + V8iIow,ASO s 1.2 (6) 4.3 Installation: Installation parameters are provided in Table I and in Figure 2. The Hilti KB-TZ must be installed according to manufacturer's published instructions and this report. Anchors must be installed in holes drilled into the concrete using carbide-tipped masonry drill bits complying with ANSI B212.15-1994. The nominal drill bit diameter must be equal to that of the anchor. The drilled hole must exceed the depth of anchor embedment by at least one anchor diameter to permit over-driving of anchors and to provide a dust collection area as required. The anchor must be hammered into the predrilled hole until at least four threads are below the fixture surface. The nut must be tightened against the washer until the torque values specified in Table 1 are achieved. For installation in the soffit of concrete on steel deck assemblies, the hole diameter in the steel deck not exceed the diameter of the hole in the concrete by more than 118 inch (3.2 mm). For member thickness and edge distance restrictions for installations into the soffit of concrete on steel deck assemblies, see Figure 5. 4.4 Special Inspection: Special inspection is required, in accordance with Section 1704.13 of the IBC and Section 1701 .5.2 of the UBC. The special inspector must be on the jobsite continuously during anchor installation to verify anchor type, anchor dimensions, concrete type, concrete compressive strength, hole dimensions, hole cleaning procedures, anchor spacing, edge distances, concrete thickness, anchor embedment, and tightening torque. 5.0 CONDITIONS OF USE The Hilti KB-TZ anchors described in this report comply with the codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Anchor sizes, dimensions and minimum embedment depths are as set forth in this report. 5.2 The anchors must be installed in accordance with the manufacturer's published instructions and this report. In case of conflict, this report governs. 5.3 Anchors must be limited to use in cracked and uncracked normal-weight concrete and structural sand lightweight concrete having a specified compressive strength, f. of 2,500 psi to 8,500 psi (17.2 MPa to 58.6 MPa), and cracked and uncracked normal-weight or structural sand lightweight concrete over metal deck having a minimum specified compressive strength, f',, of 3,000 psi (20.7 MPa). 5.4 The values of f, used for calculation purposes must not exceed 8,000 psi (55.1 MPa). 5.5 Loads applied to the anchors must be adjusted in accordance with Section 1605.2 of the IBC and Sections1612.2 or 1909.2 of the UBC for strength design, and in accordance with Section 1605.3 of the BC and Section 1612.3 of the UBC for allowable stress design. 5.6 Strength design values must be established in accordance with Section 4.1 of this report. 5.7 Allowable design values are established in accordance with Section 4.2. 5.8 Anchor spacing and edge distance as well as minimum member thickness must comply with Tables 3 and 4. 5.9 Prior to installation, calculations and details demonstrating compliance with this report must be submitted to the code official. The calculations and details must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.10 Since an ICC-ES acceptance criteria for evaluating data to determine the performance of expansion anchors subjected to fatigue or shock loading is unavailable at this time, the use of these anchors under such conditions is beyond the scope of this report. 5.11 Anchors may be installed in regions of concrete where cracking has occurred or where analysis indicates cracking may occur (/> f,), subject to the conditions of this report. 5.12 Anchors may be used to resist short-term loading due to wind or seismic forces, subject to the conditions of this report. 5.13 Where not otherwise prohibited in the code, KB-TZ anchors are permitted for use with fire-resistance-rated Page 4 of 14 ESR-1917 construction provided that at least one of the following 6.0 EVIDENCE SUBMITTED conditions is fulfilled: Anchors are used to resist wind or seismic forces only. Anchors that support a fire-reistance-rated envelope or a fire- resistance-rated membrane are protected by approved fire-resistance- rated materials, or have been evaluated for resistance to fire exposure in accordance with recognized standards. Anchors are used to support nonstructural elements. 5.14 Use of zinc-coated carbon steel anchors is limited to dry, interior locations. 5.15 Special inspection must be provided in accordance with Section 4.4. 5.16 Anchors are manufactured by Hilti AG, in Schaan, Liechtenstein, under a quality control program with inspections by Underwriters Laboratories Inc. (AA-637). 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Mechanical Anchors in Concrete Elements (AC193), dated January 2007 (ACI 355.2). 6.2 A quality control manual. 7.0 IDENTIFICATION The anchors are identified by packaging labeled with the manufacturer's name (Hilti, Inc.) and contact information, anchor name, anchor size, evaluation report number (ICC-ES ESR-1917), and the name of the inspection agency (Underwriters Laboratories Inc.). The anchors have the letters KB-TZ embossed on the anchor stud and four notches embossed into the anchor head, and these are visible after installation for verification. Page 5 of 14 ESR-1917 UNC thread mandrel dog point expansion I I lt—' setting assist element collar bo washer------f hex nut FIGURE 1—HILTI CARBON STEEL KWIK BOLT TZ (KB-TZ) TABLE 1—SETTING INFORMATION (CARBON STEEL AND STAINLESS STEEL ANCHORS) SETTING Nominal anchor diameter (in.) INFORMATION Symbol Units 3/8 112 5/8 3/4 In. 0.375 0.5 0.625 0.75 AnchorO.D. do (mm) (9.5) (12.7) (15.9) (19.1) Nominal bit diameter dM In. 318 112 5/8 3/4 Effective mm. In. 2 2 3-1/4 31/8 4 33/4 43/4 embedment he (mm) (51) (51) (83) (79) (102) (95) (121) In. 2-5/8 2-5/8 4 3-7/8 4-3/4 4-5/8 5-3/4 Mm. hole depth h. (mm) (67) (67) (102) (98) (121) (117) (146) Min. thickness of trm In. 1/4 3/4 1/4 3/8 3/4 1/8 1-5/8 fastened part' (mm) (6) (19) (6) (9) (19) (3) (41) ft-lb 25 40 60 110 Installation torque Ting (Nm) (34) (54) (81) (149) Min. dia. of hole in dh In. 7/16 9/16 11/16 13/16 fastened part (mm) (11.1) (14.3) (17.5) (20.6) Standard anchor In. 3 I I I 5 -j4 I 4-1/2 5-1/2 7 4-3/4 6 I 8-1/2 I 10 I 5-1/2 I 8 I I 10 I lengths (mm) (76) I (95) I (127) (95) I (114) I I (140) I I (178) (121) (152) (216) I (254) (140) I (203) I (254) Threaded length In. 7/8 1-5/8 2-7/8 1-5/8 I 2-3/8 .3-3/8 I 4-7/8 1-1/2 2-3/4 5-1/4 6-3/4 1-1/2 I I 6 (incl. d09 point) tth_d (mm) (22) (41) I (73) (41) (60) (86) (124) (38) (70) (133) I (171) (38) I (102) (152) In. 2-1/8 2-1/8 3-1/4 4 Unthreaded length (mm) (54) . (54) . (83) (102) 1The minimum thickness of the fastened part is based on use of the anchor at minimum embedment and is controlled by the length of thread. If a thinner fastening thickness is required, increase the anchor embedment to suit. Page 6of14 ESR-1917 tar, h0 FIGURE 2—KB-TZ INSTALLED TABLE 2—LENGTH IDENTIFICATION SYSTEM (CARBON STEEL AND STAINLESS STEEL ANCHORS) Length ID marking A B C D E F G H I J K L M 0 P Q R S T U V W Lengthof From 1% 2 2% 3 3% 4 4% 5 5% 6 6% 7 7%8% FN 9 9% 10 11 12 to but 13 anchor,Up (inches) not 22% 33% 44% 55% 66% 77% 8 9 9%.10'1112 13141516 including FIGURE 3—BOLT HEAD WITH LENGTH IDENTIFICATION CODE AND KB-TZ HEAD NOTCH EMBOSSMENT Page 7 of 14 ESR-1917 TAR[ F _ flFItPJ 111JIMIDUATInki I'ADDfIJ er, Arn iw DESIGN INFORMATION Symbol Units Nominal anchor diameter 318 112 518 3/4 Anchor O.D. d0 In. 0.375 0.5 0.625 0.75 (mm) (9.5) (12.7) (15.9) (19.1) Effective mm. embedment' her In. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 (mm) (51) (51) (83) (79) (102) _j95) 121) Mm. member thickness2 h,,., In. 4 I 5 4 I 6 6 I 8 5 6 8 6 8 8 (mm) (102) I (127) (102) 1(152) ) I (203) Aim (152) 1(203) fl.?1 2 22L Critical edge distance c Ifl 4-3/8 I 4 5-1/2 I 4-1/2 t7-1 2 I 6 6-1/2 8-3/4 6-3/4 10 8 9 (mm) (111) (102) (140) I (114) ) I (152) (222) I (171) In. 2-1/2 2-3/4 2-3/8 3-5/8 3-1/4 4-3/4 4-1/8 Mm. edge distance cm (mm) (64) (70) 1 (60) ...() (83) (121) .flQ for $ In. 5 5-3/4 5-3/4 6-1/8 5-7/8 10-1/2 8-7/8 (mm) (146) (146) (149) (267) In. (1 27) 2-1/2 2-314 2-3/8 3-1/2 3 5 4 Mm. anchor spacing Smj,, (mm) (64) (70) (60) ..1L (76) (127) ...U2. for c 2:In. 3-5/8 4-1/8 3-1/2 4-3/4 4-1/4 9-1/2 7-3/4 (mm) 1 (92) (105) (89) flfl 1 (108) (241) 1 _(i.!D. Mm. hole depth in concrete h0 In. 2-5/8 2-5/8 4 3-7/8 4-3/4 4-5/8 1 5-3/4 (mm) (67) (67) 1 (102) JL (121) (11 7) ilL Mm. specified yield strength fy lb/in' 100,000 84,800 84,800 84,800 (N/mm2) (6 0) (585) (585) (585) Mi specified ult. strength lb/in' 125,000 106,000 106,000 106,000 (N/mm), (862) (731) (731) (731) Effective tensile stress area A 6 In' 0.052 0.101 0.162 0.237 (MM) (33.6) (65.0) (104.6) (152.8) Steel strength in tension N. lb 6,500 10,705 17,170 25,120 (kN) (28.9) (47.6) (76.4) (111.8) Steel strength in shear V. lb 3,595 6,405 10,555 15,930 (kN) (16.0) (28.5) (47.0) (70.9) Steel strength in shear, vsefs lb 2,255 6,405 10,555 14,245 seismic (kN) 1 (10.0) (28.5) (47.0) (63.4) Steel strength in shear, lb 2130 3,000 4,945 4,600 6,040 NP NP 4 concrete on metal deck (kN) (9.5) (13.3) (22) (26.9) Pullout strength uncraciced lb 2,515 5,515 9,145 8,280 10,680 concretes N 33 (kN) (11.2) NA (24.5) NA - (40.7) (36.8) (47.5) Pullout strength cracked Np.c, lb 2,270 NA 4,915 NA NA NA NA concrete5 (kN) (10.1) (21.9) Pullout strength concrete on lb 1,460 1,460 2,620 2,000 4.645 NP NP metal deck! (kN) (6.5) (6.5) (11.7) (20.7) Anchor category" 1 Effectiveness factor k3 uncracked concrete 24 Effectiveness factor k, cracked concretes 17 9"3C.N=k,rncA<cr 1.41 Coefficient for pryout strength, k 1.0 2.0 Strength reduction factor 0 for tension, steel failure modes"() 0.75 Strength reduction factor 0 for shear, steel failure modes" 0.65 Strength reduction 0 factor for tension, concrete failure modes or pullout, Condition 811 0.65 Strength reduction 0 factor for shear, concrete failure modes, Condition B11 0.70 For SI: 1 inch = 25.4 mm, 1 lbf = 4.45 N, 1 psi = 0.006895 MPa For pound-inch units: 1 mm = 0.03937 inches. 'See Fig. 2. 2For structural light-weight concrete over metal deck, see Figure 5. 3See Section 4.1.10 of this report. 'See Section 4.1.6. NP (not permitted) denotes that the condition is not supported by this report. 5See Section 4.1.5 of this report. NA (not applicable) denotes that this value does not control for design. 'See Section 4.1.5 of this report. NP (not permitted) denotes that the condition is not supported by this report. Values are for cracked concrete. Values are applicable to both static and seismic load combinations. 'See ACI 318-05 Section D.4.4. 'See ACI 318-05 Section 0.5.2.2. 9See ACI 318-05 Section 0.5.2.6. "'The KB-TZ is a ductile steel element as defined by ACI 318 Section Dl. '1For use with the load combinations of ACI 318 Section 9.2. Condition B applies where supplementary reinforcement in conformance with ACI 318-05 Section 0.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. Page 8of14 ESR-1917 TAPI C A-nCQUtU II AATIF%I. DESIGN INFORMATION Symbol Units Nominal anchor diameter 3/8 1/2 5/8 3/4 AnchorO.D. d0 in. 0.375 0.5 0.625 0.75 (mm) (9.5) (12.7) (15.9) (19.1) Effective mi. embedment' he1 in. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 (mm) (51) (51) (83) .AL (102) (95) (121) Mm. member thickness h,,,, in. 4 I 5 4 I 6 6 I 8 5 6 8 6 I 8 8 (mm) (102) I (127) (102) I (152) (152) 1(203) flfl (152) I (203) (152) (203) (203) Critical edge distance fl I 3-7/8 5-1/2 4-1/2 7-1/2 6 7 8-7/8 6 10 7 9 (mm) (111) I (98) (140) 1(114) (191) (152) (jJ (225) I (152) (254) I (178) (229) Cde in. 2-1/2 2-7/8 2-1/8 3-1/4 2-3/8 4-1/4 4 Mm. edge distance (mm) (64) (73) (54) JL (60) (108) (102) fors in. 5 5-3/4 5-1/4 5-1/2 5-1/2 10 8-1/2 (mm) (127) (146) (133) £! (140) (254) (216) Sn,j,p in.. 2-1/4 2-7/8 2 2-3/4 2-3/8 5 4 Mm. anchor spacing (mm) (57) (73) (51) JZL (6 0) (127) (102) for ca in. 3-1/2 4-1/2 3-1/4 4-1/8 4-1/4 9-1/2 7 (mm) (89) (114) (83) () (108) (241) (178) Mm. hole depth in concrete h0 in.2-5/8 2-5/8 4 3-7/8 4-3/4 4-5/8 5-3/4 (mm) (67) (67) 1 (102) JL (121) (117) (146) Mm. specified yield strength IbTin' 92,000 92,000 92,000 76,125 (N/mm2) (6 34) (634) (634) (525) Mm. specified ult. Strength lb/in' 115,000 115,000 115,000 101,500 (N/mm2) (7 3) (793) (793) (700) Effective tensile stress area A in' 0.052 0.101 0.237 (mm) 0.162 (33.6) (65.0) (104.6) (152.8) Steel strength in tension N. lb 5,968 11,554 17,880 24.055 (kN) 1 (26.6) (51.7) (82.9) (107.0) Steel strength in shear V3 lb 4,870 6,880 11,835 20,050 (kN) (21.7) (30.6) (52.6) (89.2) Pullout strength in tension, seismic2 lb NA 2,735 } NA NA NA (kN) (12.2) Steel strength in shear, lb 2,825 6,880 11,835 14,615 seismic2 (kN) (12.6) (30.6) (52.6) (65.0) Pullout strength uncracked lb 2,630 5,760 12,040 concrete Npuna NA NA NA (kN) (11.7) (25.6) (53.6) Pullout strength cracked lb 2,340 3,180 I 5,840 8,110 concrete NA NA I NA ________ (kN) (10.4) (14.1) ___________ (26.0) (36.1) Anchor category4 1 Effectiveness factor uncracked concrete 24 Effectiveness factor k(,cracked concrete 17 I 24 I 17 I 17 17 I .24 I 17 = 1.41 I 1.00 I 1.41 I 1.41 I 1.41 1.00 1.41 Strength reduction factor 0 for tension, steel failure modes7 0.75 Strength reduction factor 0 for shear, steel failure modes7 0.65 Strength reduction 0 factor for tension, concrete failure modes, Condition B8 0.65 Coefficient for pryout strength, kw 1.0 2.0 Strength reduction 0 factor for shear, concrete failure modes, Condition B8 0.70 For SI: 1 inch = 25.4 mm, 1 lot = 4.45 N, 1 psi = 0.006895 MPa For pound-inch units: 1 mm = 0.03937 inches 'See Fig. 2. 2See Section 4.1.10 of this report. NA (not applicable) denotes that this value does not control for design. 3See Section 4.1.5 of this report. NA (not applicable) denotes that this value does not control for design. See ACI 318-05 Section 0.4.4. 'See ACI 318-05 Section D.5.2.2. 'See ACI 318-05 Section D.5.2.6. 'The K8-TZ is a ductile steel element as defined by ACI 318 Section 0.1. 8For use with the load combinations of ACI 318-05 Section 9.2. Condition B applies where supplementary reinforcement in conformance with ACI 318-05 Section D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. Page 9 of 14 ESR-1 917 Sdes,g,, Cdesn N •j4 U) 0) h. mm CL cmn atsa Sd:gn h2:hm, - I I I Cdign edge distance c FIGURE 4-INTERPOLATION OF MINIMUM EDGE DISTANCE AND ANCHOR SPACING TABLE 5-MEAN AXIAL STIFFNESS VALUES p FOR KB-TZ CARBON AND STAINLESS STEEL ANCHORS IN NORMAL-WEIGHT CONCRETE (103D0unds/in.)1 Concrete condition carbon steel KB-TZ, all diameters stainless steel KB-TZ, all diameters uncracked concrete 700 120 cracked concrete 500 90 'Mean valuesshown, actual stiffness may vary considerably depending on concrete strength, loading and geometry of application. TABLE 6-KB-TZ CARBON AND STAINLESS STEEL ALLOWABLE STATIC TENSION (ASD), NORMAL-WEIGHT UNCRACKED CONCRETE, CONDITION B (pounds)12'3 Nominal Diameter Embedment Depth h., (in.) Concrete Compressive Strength2 Anchor f = 2,500 psi f = 3,000 psi f = 4,000 psi f = 6,000 psi Carbon steel Stainless steel Carbon steel Stainless steel Carbon steel Stainless steel Carbon steel Stainless steel 3/8 2 1,168 1,221 1,279 1,338 1,477 1,545 1,809 1,892 1/2 2 1,576 1,576 1 1,726 1,726 1,993 1,993 2,441 2,441 31/4 2,561 2,674 1 2,805 2,930 3,239 3,383 3,967 1 4,143 5/8 31/8 3,078 3,078 3,372 3,372 3,893 3,893 4,768 4,768 4 4,246 4,457 4,651 4,883 5,371 5,638 6,578 6,905 3/4 33/4 3,844 4,046 4,211 4,432 4,863 5,118 5,956 6,268 43/4 4,959 5,590 5,432 6,124 6,272 1 7,071 1 7,682 8,660 For SI: 1 lbf = 4.45 N, 1 psi = 0.00689 MPa For pound-inch units: 1 mm = 0.03937 inches 'Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318-05 and conversion to ASD in accordance with Section 4.2.1 Eq. (5) of this report is required. 2Values are for normal weight concrete. For sand-lightweight concrete, multiply values by 0.60. 3Condition B applies where supplementary reinforcement in conformance with ACI 318-05 Section D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. Page loofl4 ESR-1917 TABLE 7-KB-Tz CARBON AND STAINLESS STEEL ALLOWABLE STATIC TENSION (ASD), NORMAL-WEIGHT CRACKED CONCRETE, CONDITION B (pounds)' .2.3 Nominal Diameter Embedment Anchor Depth h,t (in.) Concrete Compressive Strength2 fc = 2,500 psi f = 3,000 psi f = 4,000 psi f = 6,000 psi Carbon steel Stainless steel Carbon steel Stainless steel Carbon steel Stainless steel Carbon steel Stainless steel 3/8 2 1,054 1,086 1,155 1,190 1,333 1,374 1,633 1,683 1/2 2 1,116 1,476 1,223 1,617 1,412 1,868 1,729 2,287 31/4 2,282 2,312 1 2,500 2,533 2,886 2,925 1 3,535 3,582 5/8 31/8 2,180 2,180 2,388 2,388 2,758 2,758 3,377 3,377 4 3,157 2,711 3,458 2,970 .3,994 3,430 4,891 4,201 3/4 33/4 2,866 3,765 3,139 4,125 3,625 4,763 4,440 5,833 43/4 4,085 4,085 4,475 4,475 5,168 1 5,168 6,329 1 6,329 i-or i: 1 lOT = 4.4b N, 1 psi = 0.0U1559 MPa For pound-inch units: 1 mm = 0.03937 inches 'Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318-05 and conversion to ASD in accordance with Section 4.2.1 Eq. (5) is required. 2Values are for normal weight concrete. For sand-lightweight concrete, multiply values by 0.60. 3Condition B applies where supplementary reinforcement in conformance with ACI 318-05 Section D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. TABLE 8-KB-TZ CARBON AND STAINLESS STEEL ALLOWABLE STATIC SHEAR LOAD (ASD), (pounds)1 Nominal Anchor Diameter Allowable Steel Capacity, Static Shear Carbon Steel Stainless Steel 3/8 1,669 2,661 1/2 2,974 3,194 5/8 4,901 5,495 3/4 7,396 9,309 For SI: 1 lbt = 4.45 N 'Values are for single anchors with no edge distance or spacing reduction due to concrete failure. Page llofl4 ESR-1917 TABLE 9-KB-TZ CARBON AND STAINLESS STEEL ALLOWABLE SEISMIC TENSION (ASD), NORMAL-WEIGHT CRACKED CONCRETE, CONDITION B (pounds)' 2,3 Nominal Anchor Diameter Embedment Depth (in.) Concrete Compressive Strength2 f'c = 2,500 psi f'c _3,000 psi f = 4,000 psi f = 6,000 psi Carbon steel Stainless. steel Carbon steel Stainless steel Carbon steel Stainless steel Carbon steel Stainless steel 3/8 2 1,006 1,037 1,102 1,136 1,273 1,312 1,559 1,607 1/2 2 1,065 1,212 1,167 1,328 1,348 1,533 1,651 1,878 31/4 2,178 2,207 2,386 2,418 2,755 2,792 3,375 3,419 5/8 31/8 2,081 2,081 2,280 2,280 2,632 2,632 3,224 3,224 4 3,014 2,588 3,301 2,835 3,812 3,274 4,669 4,010 3/4 33/4 2,736 3,594 2,997 3,937 1 31460 4,546 4,238 5,568 43/4 3,900 1 3,900 4,272 4,272 1 4,933 4,933 6,042 6,042 i-or SI: 1 lbT = 4.45 N, 1 psi = O.0069 MPa For pound-inch units: 1 mm = 0.03937 inches 'Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318-05 and conversion to ASO in accordance with Section 4.2.1 Eq. (5) is required. 2Values are for normal weight concrete. For sand-lightweight concrete, multiply values by 0.60. 3Condition B applies where supplementary reinforcement in conformance with ACI 318-05 Section D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. TABLE 10-KB-TZ CARBON AND STAINLESS STEEL ALLOWABLE SEISMIC SHEAR LOAD (ASD), (pounds)1 Nominal Anchor Diameter Allowable Steel Capacity, Seismic Shear Carbon Steel Stainless-Steel 3/8 999 1,252 1/2 2,839 3,049 5/8 4,678 5,245 3/4 6,313 1 6,477 For SI: 1lbf=4.45N 'Values are for single anchors with no edge distance or spacing reduction due to concrete failure. Page 12of14 ESR-1917 TABLE 11—KB-TZ CARBON STEEL ALLOWABLE TENSION AND SHEAR LOADS (ASD), INSTALLED INTO THE UNDERSIDE OF A STRUCTURAL SAND LIGHTWEIGHT CONCRETE OVER METAL DECK SLAB (pounds)' .2.3 NOMINAL ANCHOR DIAMETER EMBEDMENT DEPTH, hof TENSION SEISMIC4 (inches) TENSION NONSEISMIC5 SHEAR SEISMIC4 SHEAR NONSEISMIC5 3/8 2 709 743 944 989 1/2 2 709 743 1,330 1,393 1/2 3-1/4 1,272 1,333 2,192 2,296 5/8 3-1/8 971 1,017 2,039 2,136 5/8 4 2,255 2,362 2,677 2,804 Fbr SI: 1 plf = 4.45 N, 1 inch=25.4 mm. 'Pullout strength values Npdeck are for anchors installed in structural sand lightweight concrete having a minimum 2,500 psi compressive strength at the time of installation. See Table 3. The values listed in Table 11 have been calculated assuming a minimum 3,000 psi concrete compressive strength. The pullout strengths may be adjusted for other lightweight concrete compressive strengths in accordance with Section 4.1.5 using the following reduction equation: Np,dec*.rc = Np,aek (lb, psi)* 2,500 Np,deci.rc = Np.deci f7T (N, MPa)* 'V 17.2 *This equation can be used for structural sand lightweight concrete compressive strengths between 2,500 psi and 4,000 psi (17 MPa and 28 MPa). 2Minimum anchor spacing along the flute shall be the greater of 3.0h8f or 1.5 times the flute width in accordance with Section 4.1.4. 'Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction. See Figure 5. 4Allowable seismic tension and shear loads are calculated by multiplying Np,dck and V,.dwk by the strength reduction cp factor of 0.65, the seismic reduction Q factor of 0.75 according to ACI 318 D3.3.3, and the dividing by an ci of 1.1 in accordance with Section 4.2.1. 5Allowable nonseismic tension and shear loads are-calculated by multiplying Np,dk and Vdk by the strength reduction t' factor of 0.65 and dividing by an ot of 1.4 in accordance with Section 4.2.1. Allowable nonseismic loads are calculated assuming the lightweight concrete over metal deck is cracked. Page 13 of 14 ESR-1917 -J nU MIN. 20 GAUGE STEEL W-DECK MIN. 12TYP. MAX 1" OFFSET, 1-vp. LOWER FLUTE (RIDGE) FIGURE 5—INSTALLATION IN THE SOFFIT OF CONCRETE OVER METAL DECK FLOOR AND ROOF ASSEMBLIES Page 14 of 14 ESR-1917 Given: _____ . + 2- 1/2-in. KB-TZ anchors under A 4, t T11 A . A, I static 1.5hei tension load as shown. Normal wt. concrete f'=3000 psi - ----- - - FR No supplementary reinforcing. Assume uncracked concrete. 6 =6 Condition B per ACI 318 D.4.4 c) F O Calculate the allowable tension load for this configuration .,_. c4 1 5hef A -A Calculation perACl 318-02 Appendix D and this report. Code Ref. Report Ref. Step 1. Calculate steel capacity: ØN = 0 n f,, = 0.75 x 2 x 0.101 x 106,000 = 16,059 lb 0.5.1.2 Table 3 Check whether fut is not greater than 1 .9f5'a and 125,000 psi. D.4.4 a) Step 3. Calculate concrete breakout strength of anchor in tension: ANC Ncbg WeC,NWed,NWc,NWCp,NNb 0521 §4.1.42 § 4.1.23 NCO Step 3a. Verify minimum member thickness, spacing and edge distance: 0.8 Table 3 hm,n = 6 in. :5 6 in. Ok Smn 2.375, 5.75 Fig. 34 2.375-5.75 slope = = -3.0 3.5-2.375 For Cmjn = 4in => 2.375 controls 3 5 2 375 Smin = 5.75- [(2.375 - 4.0)(-3.0)] = 0.875 <2.375in < 6in .. ok 0.875 Step 3b. For AN check 1.5h, = 1.5(3.25)= 4.88 in> C 3.0h, = 3(3.25) = 9.75 in >. S 0.5.2.1 Table 3 Step 3c. Calculate AN,, and AN for the anchorage: A. = 9h, = 9 x (3.25) = 95.1in2 D.5.2.1 Table 3 AN = (1.5her +c)(3h, + s) = [1.5 x(3.25)+4][3 x (3.25) +6] 139.81n2 <2 A .. Ok Step 3d. Determine e1,1 = 0;. Wec,N = 1.0 D.5.2.4 - Step 3e. Calculate Nb: Nb = h,'5 = 17 x .003 x 3.2515 = 5,456 lb D.5.2.2 Table 3 = 0.95 Step 3f. Calculate modification factor for edge distance: WedN = 0.7 +0.31.5(3.25) 0.5.2.5 Table 3 Step 3g. Vlc,N =1.41 (uncracked concrete) . 0.5.2.6 Table 3 I0.5h 4 1 5(3 25 Step 3h. Calculate modification factor for splitting: Y' N = maxi check: - = 0.53;_00 = 0.65 'p. 75 7.5 § 4.1.23 1.5he1 - Table 3 0.65>0.53.. controls cac Step 3i. Calculate N: CPNcbg 0.65 x 139.8 x 1.00 x 0.95 x 1.41 x 5,456 x 0.65 = 4,539 lb 0.5.2.1 § 4.1.42 95.1 D.4.4 c) Table 3 Step 4. Check pullout strength: Per Table 3, = 0.65x2x5,515 lb = 7,852 lb >4539 .. OK D.5.3.2 § 4.1.35 1 T5 -00 • D.4.4 c) Table 3 Step 5. Controlling strength: = 4,539 lb <cnN9 < ON, .. controls D.4.1.2 Table 3 Step 6. Convert value to ASD: = 4,539 = 3,242 lb. - § 4.2 1.4 FIGURE 6-EXAMPLE CALCULATION Oteel :' : ........ . ., Nut Driver 1/4" 8018957 4016 SWG 10 1/4 X 1 25 9.38 125 L1iSWIIi 1/4 8o9957 300 SV-29O " 1ix 25 1000 125 1/2" Rod Saninys 3/8" 8020057 18 SWG 10 1/4 X 1 25 7.50 125 3/8" .8uZi957. 19 $WG.20. -114 k 25 8.75 125 3/8 8022925 26 SWG i6-380 3/8X2-1/2 25 12.81 125 3/F 8025925 25 SWG 39:*'1/4 X 3 . 25 10.63 125 318" 8060957 39 SWO 10 1/4-14 X 1 25 7.50 125 3* 8051957 40 S'18, P4 jJ(i 1/2 - 2 93B 125 Part 810 3/8" 8052957 41 SWD20 1/4-14X2 25 8.13 125 3w',, 8063957 42 SW18"' tC-t8j i/ 25 875 t25 3/8' 8054957 46 SWOR 1-1/2" 1/4-20 X 1-1/2 25 9.06 125 8c)65957 . 43... ,..sv 1&2,*• L: .75 125 -. 3/8" 8058957 44 SWOR 516 5/16-18X 1-1/4 25 10.31 125 78!' 805796 45 W715. •. 12-24X1-1L2 2b 7-6 .125 8 125 - Most Items Available in Stainless Steel vpco LY )€cT1 ks Y \USPa$ent • 170 deflochon From verhca \ 6,443.680 • Accommodates up to 8139957 4702 SH-(3ST20 114x2 25 938 125 3-1/2 x 12 pitch roof .814W47D H-r22SS ,:114x-2 . ;25.'.:O.* 125 ' . 8141967 4704 SH-GST 30 1/4 x 3 25 10.94 125 • Also available in stainless steel :. 5H'13M:.. (/4x3 •25 th '--- • Use #14 Nut Drver(black) 817967 4700 SFI-DS'TR 1 1/4-20x 1 25 ...125 81395T 701 1- 1 -S -20X t. Pa HaTh ue nt Penthn9 Ap #1emM 1. A . 22-20 8150922 500 XP 20 Sammy X-Press 25 10.3 125 \ L.. 18 W-8i5Z2 503 "P35 Sa IQ 3 125 \ 8151910 501 XPIT Sammy XPressit 1 1.02 1 WPW instakalion Tod (Kit Uclu ve, des: Slee Bit Receiver, Hex Wrench. and 254" OWN Bit) TN - . . - . . . . :;- • '8'5t) 02 XPDB 25/64Dft -"1 4 .,. .4 -":, ,..." .\..•• . S Steel n 1/4" 8001957 20 GST.750 1/4x3/4 25 5.93 125 .1I4":.:8O2957 :.21:::.::... GST.10 :: .1i4:",.' 25 ,6.25;::.. 125:. 1/4' 8003957 22 GST 200 1/4x2 ..8.13•'' 125 .., 1/4 '04957 ...:23 . :.GTb .::' "4 .:.: '25 938 ....... • 1/4" 800592524 GST 600 1/4x6 25 .1.25 125 3/8' 8006957 10 GST .75 1/4 x 3/4 25 5.63 125 .3/8° 8007957 11 GSTlQ 1/4x1 25 593 125 ® 3/8" 8008957 12 GST20 1/4x2 25 7.50 125 ;.. 27: GST2380'(' /i 25 11:56' .125 ®.' 3/8" 8010957 30 GST30 1/4x3 25 8.75 125 3/8 8011925 403 '4 PST 40 1/4'x4' 25 1000 125 3/8" 8012925 14 GST60 ' 1/4x6 25 11.25 125 1/2" 8013925 8 GST2 1/4X2 25 8.75 125 1/2" 8014925 8 ' GST25"0 3/8X21/1250 125 1/2' 8015925 15 GST3 1/4X3 25 13.13 ' 125 1/? 8016925 16..:,GS V 114X4 .. 25 1325 125 1/2" 8017925 17 GST6 1/4X6 25 13.69 125 1/4" 8024957 50 DSTR 100 1/4-20 X 1 25 7.81 125 1/4' -8025957 .. 51 .............."':1 DST 100 .VV ................................ 1/4-14.X1 . 25 656 125 ' 1/4" 8026957 52 DST 150 1/4-14 X 1-1/2 25 6.88 125 1/4 8027957 53 DST200 1/4 14X2 25 750 125 1/4" 8028957 54 DST 250 1/4-12X2-1/2 ..: i/4-143.'' 25 8.44 125 8029957 ',55 DST3CO;.' 2.5. 9.06..::125 1/4" 8030957 56 TEK500 12-24X1-1/2 25 6.88 125 " 3/8" 8037957 29 DSTR 1-1)2 12-24 X 1-1/2 25 7.75 125 DSTR1 , 114-20X1. 25 7.19 . ' 25r 3/8" 8039957 31 DSTR 516 5/16.18 X 1-1/4 25 706 125 3/8" . 8040957 32 ' OST 10' 1/4-14X.1' 25 594;.;. . 125 3/8" 8041957 33 DST 15 1/4-14 X 1-1/2 25 6.56 125 3/8" 8042957....34 'DST.20' 1/4-14X2 2$ 125 , 3/8" 8043957 35 DST 25 1/4-14 X 2-1/2 25 7.81 125 . .125:.. 8044957 N. ::::::`:0ST.30 : 114-14X3 25 '..:.:8:: 3/8" 8045957 37 DST 516 5/16-18X 1-1/4 25 7.50 125 , 3/8 8046957 38 TEI( 50 12-24.X 1-1 25 6 88 125 1/2" 8031925 601 DST 2.0 1/4-14X2 25 844 125 1/2"--_8Q32925,.:'1113 DST2.5 -. 11!4-14X2-1/2 25 9.06 .125 1/2" 8033925 422 DSTR 1.0 1/4-20 X 1 25 625 125 1/2" 8034925 28 DSTR 5.16 5!16-IBX1-1/4 ::25.. 10.00 125 1/2" 8035925 443 DST 5.16 5/16-18 X 1-1/4 25 844 125 8036925' . ''5' TEI(5.0 . 12-24 X.1-1/2 .25 750 125 57 64 3/8 7 :::; 66 :,i:x: 125 8.75 Nut Driver Use#14 Nut Onwi for Sanmys and Swivd Head I Part # 8113910 Item #100 Fig. 65 Patent #4,570,885 Fig. 65 Dimensions 'Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 3/8 3/4 1 7/16 1 610 28 1/2 11/a 3/4 1 9/16 11/4 1130 55 5/8 1I2 3/4 1 9/16 1V4 1130 55 * Max. loads for clamp with set screw in up or down position. Fig. 66 Dimensions Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 3/8 1V4 1 7/16 1 610 28 1/2 11I2 1 /4 1 9/16 1 /4 1130 55 5/8 1 /2 1/4 1 9/16 11/4 1130 55 * Max. loads for clamp with set screw in up or down position. Fig. 65 and Fig. 66 Reversible C-Type Beam Clamps 3/4" and 1h/4 Throat Openings Component of State of California OSHPD Approved Seismic Restraints System Scs Size Range - (Fig. 65 and Fig. 66) 3/8', 1/2" and 5/8' rod Material - Carbon Steel with hardened cup point set screw and jam nut Function - Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (Fig. 65) or 1h/4 (Fig. 66). Features - All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bot- tom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Factory Mutual Engineering approved. Conforms to Federal Specification WW-H-171E, Type 23 and Manufacturers Standardization Society SP-69, Type 19. Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet 13, 3/8" rod will support 1/2" thru 4" pipe, 1/2" rod will support 1/2" thru 8" pipe. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, rod size and finish OFFICE/MANUFACTURING FACILITY . 1375 SAMPSON AVE.. CORONA, CA 92879. PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 69 - Beam Clamp Retaining Strap Size Range - 3/8" thru 7/8" rod by 4" thru 16" length.* Function - To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13 (1999) 64.7.1. Important Note - Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mecha- nism of some kind such as a hex nut or the beveled locking slot on the TOLCOTM Fig. 69R will provide a more secure reliable installation. Approvals - Underwriters' Laboratories listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Included in our Seismic Restraints Catalog approved by the State of California. Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD Droiects. please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Pre-Galvanized Order By - Figure number, type, length "B" and rod size being used with beam clamp Note - Minimum return on Strap: 1". Dimensions • Weights Type Rod Size A Hole Size B 1 3/8 7/16. Specify 1/2 9/16 Specify 2 5/8 11/16 Specify 3/4 13/16 Specify 3 3/8 -7/8 Specify Specify * Longer lengths are available, consult factory. Component of State of California OSHPD Approved Seismic Restraints System Scs OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 25 - Surge Restrainer Size Range - One size fits 3/4" thru 2" pipe. Material - Steel Function - Designed to be used in conjunction with TOLCO Band Hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficiently installed by snapping into a locking position on the bank hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association (NFPA 13, 1999 Edition), 6-2.3.3, 6-2.3.4 and A-61-2.3.3 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed QniY when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and Canada (cUL). Finish - Pre-Galvanized Order By - Figure number and TOLCO band hanger, size from 3/4" thru 2". Patent #5,344,108 C®US USTED (1 . ( .7 /.' OFFICEIMANUFACTURING FACILITY .1375 SAMPSON AVE.. CORONA, CA 92879• PH: 951.737.5599 FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 200 - "Trim line" Adjustable Band Hanger Size Range - 1/2" thru 8' pipe Material - Carbon Steel, Mu. Galvanized to G90 specifications Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features - (1/2" thru 2") Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. (21h" thru 8" Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals - Underwriters' Laboratories listed (1/2" thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW-H-171E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature - 650°F Finish - Mil. Galvanized. For Stainless Steel materi- als, order TOLCOTM Fig. 200WON. Order By - Figure number and pipe size Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. Length 1/2 3/8 8mm or 10mm 3½ 25A 400 11 3/4 3/8 8mm or 10mm 31A 2½ 400 11 1 3/8 8mm or 10mm 3% 2% 400 12 1¼ 3/8 8mm or 10mm 3Y4 27A 400 13 1½ 3/8 8mm or 10mm 37A 27/s 400 14 2 3/8 8mm or 10mm 4½ 3 400 15 216 3/8 10mm 5% 4½ 600 27 3 3/8 10mm 57A 4 600 29 31h 3/8 10mm 73A 51/4 600 34 4 3/8 10mm 7% 5 1000 35 5 1/2 12mm 9½ 61/4 1250 66 6 1/2 12mm 10½ 6Y4 1250 73 8 1/2 12mm 131A 8Y4 150 136 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. CORONA, CA 92819. PH: 951.731.5599• FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 113 - Standard Hex Nut Size Range - Sizel/4' thru 1V2" Material - Carbon Steel Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number size and finish Fig. 114 -Heavy Hex Nut Size Range - Size ll4° thru 1I2" Material - Carbon Steel Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Dimensions • Weights Width Width Rod Across Across Approx. Size Flats Points Thickness wt.iioo 1/4 7/16 1/2 7/32 .7 5/16 1/2 37/64 17/64 1.1 3/8 9/16 21/32 21/64 1.6 1/2 3/4 55/64 7/16 3.7 5/8 15/16 1 /32 35/64 7.3 3/4 11/6 1 /18 41/64 12.0 7/8 l/64 3/4 19.0 1 11/2 1/4 55/64 28.0 1 /4 1/ 2hh/ 1V16 54.0 1 /2 21/4 219/32 1 /32 94.0 Fig. 115 - Flat Washer Size Range - Sizel/4" thru 11/2 Material - Carbon Steel Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number size and finish Dimensions • Weights Width Width Rod Across Across Approx. Size Flats Points Thickness wt.iioo 1/4 1/2 37/64 15/64 1.2 5/16 9/16 21/32 19/64 1.7 3/8 11/16 51/64 23/64 3.1 1/2 7/8 11/6 31/64 6.5 5/8 1/16 115/u 39/64 12.0 3/4 1'/ 1/ 47/64 19.0 7/8 1 /16 121/32 55/64 30.0 1 1/ 1/8 63/64 43.0 11/4 2 2/l6 1/32 79.0 1/2 2I8. 2/4 115/32 131.0 Fig. 117 - Lock Washer Size Range - Sizel/4' thru 3/411 bolt Material - Carbon Steel Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number size and finish Dimensions • Weights Rod Size Outside Diameter Approx.Wt./100 1/4 3/4 .7 5/16 1 1.5 3/8 11/8 3.9 1/2 13/4 7.7 5/8 1/16 7.3 3/4 2 11.0 7/8 21/4 19.0 1 2/4 22.0 1/4 3 26.0 11/2 31/2 39.0 Dimensions 'Weights Rod Size Outside Diameter Approx.Wt./100 3/8 11/16 .6 1/2 7/8 1.3 5/8 11116 2.4 3/4 11/4 4.0 Office/Manufacturing Facility. 1375 Sampson Ave. Corona, CA 92879 Ph: 951.7375599. Fax: 951.737.0330 Customer Service • 800.786.5266 www.tolco.com Fig. 4A - Pipe Clamp for Sway Bracing Size Range - 4" thru 8" pipe. For sizes smaller than 4" use TOLCOTM Fig. 4. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) 4" thru 8". Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). Installation Instructions - The Fig. 4A is the "braced pipe" attachment component of a longitudinal, lateral or riser brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO transitional and structural attachment component(s) to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 4A over the pipe to be braced. Attach TOLCO transitional fitting, either Fig. 980, 910 or 909, to the clamp ears. Tighten bolts and nuts; torque requirement is a minimum of 50 ft. lbs. Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, pipe size and finish Component of State of California OSHPD Approved c®s USTED Seismic Restraints System R I Fig. 4A - Longitudinal Brace TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. Dimensions Weights Pipe Max. Horizontal Approx. Sizes A B C D Bolt Size Design Load Wt./100 4 . 8½ 9/16 33A 311A6 1/2 2015 221 5 9Y4 9/16 37A 43A 1/2 2015 253 6 11½ 5/8 5 51A 1/2 2015 513 8 131/4 3/4 611/16 61A 1/2 2015 601 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 1000 - "Fast Clamp" Sway Brace Attachment &S Size Range - Pipe size to be braced: 1" thru 6" Schedule 10 thru 40 IPS.* Pipe size used for bracing: 1" and 1¼' Schedule 40 IPS. * Additionally (UL) approved for use to brace Schedule 7 sprinkler pipe up to 4" (maximum horizontal design load 655 lbs.) Torque requirement 6 - 8 ft. lbs. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. Features - Field adjustable, making critical pre-engineering of bracing pipe unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a 4-way riser brace. Can be used as longitudinal brace with Fig. 907. Comes assembled and individually packaged with illustrated installation instructions - sizes are clearly marked. Steel leaf spring insert provided to assure installer and inspector necessary minimum torque has been achieved. Installation -The Fig. 1000 is the "braced pipe" attachment component of a lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attach- ment component, Fig. 980, 910 or 909 to form a complete brac- ing assembly. Follow NFPA 13 and/or OSHPD guidelines. To Install - Place the Fig. 1000 over the pipe to be braced, insert bracing pipe through opening leaving a minimum of 1" extension. Tighten hex nuts until leaf spring is flat. It is recom- mended that the brace angle be adjusted before hex nuts are fully tightened. Approvals -. Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spac- ing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Order first by pipe size to be braced, followed by pipe size used for bracing, figure number and finish. Component of State of California OSHPD Approved Seismic Restraints System Maximum Design Load 1" thru 4" pipe size —2015 lbs. 6" size - 1265 lbs. TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY• 1375 SAMPSON AVE.. CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE. 800.786,5266 www.tolco.com Fig. 980 - Universal Swivel Sway Brace Attachment C®USUSTEO Size Range - One size fits bracing pipe 1' thru 2", TOLCO 12 gauge channel, and all structural Component of State of California OSHPD Approved steel up to 1/4" thick. Seismic Restraints System Material - Carbon Steel Function - Multi-functional attachment to structure or braced pipe fitting. Features —This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (2002) Figure 9.3.5.9.1 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation - The Fig.980 is the structural or transitional (___7 attachment component of a longitudinal or lateral sway brace B assembly. It is intended to be combined with the "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or 4B to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until set bolt head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note —The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000, Fig. 2001 or Fig. 4A Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters' Laboratories and the National Fire Protection Association (NFPA) Finish - Plain Note - Available in Electro-Galvanized finish. Order By - Figure number and finish. PATENT #6,273,372 Dimensions • Weights Max. Design Approx. A B H* Load Lbs. Wt./100 514 1/ 17/32 2765 132 * Available with hole sizes to accommodate up to 3/4" fastener. Consult factory. Lateral Brace TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY. 1375 SAMPSON AVE.. CORONA, CA 92879. PH: 951737.5599. FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com (E)POTTER The Symbol of Protection U.S. Pat. No. 3921989 Canadian Pat. No. 1009680 Other Patents Pending Potter Electric, Rd., 1990 GENERAL INFORMATION The Model VSR-F is a vane type waterfiow switch for use on wet sprinkler systems. It is UL Listed and FM Approved for use on steel pipe; schedules 10 through 40, sizes 2" thru 8" (50mm thru 200mm). LPC approved sizes are 2" thru 8" (50mm thru 200mm). The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic re- tard. The switches are actuated when a flow of 10 gallons per minute (38 LPM) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. ENCLOSURE: The unit is enclosed in a general purpose, die- cast housing. The cover is held in place with two tamper resis- tant screws which require a special key for removal. A field in- stallable cover tamper switch is available as an option which may be used to indicate unauthorized removal of the cover. See bulletin no. 5400775 for installation instructions of this switch. VSR-F VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD UL, ULC and CSFM Listed, FM and LPCBApproved, NYMEA Accepted, CE Marked Service Pressure: Up to 450 PSI (31 BAR) Minimum Flow Rate for Alarm: 10 GPM (38 LPM) Maximum Surge: 18 FPS (5,5m/s) Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 1251250VAC 2.0 Amps at 30VDC Resistive Conduit Entrances: Two knockouts provided for 1/2" conduit Environmental Specifications: Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. NEMA 4/lP54 Rated Enclosure - use with appropriate conduit fitting. Temperature Range: 40°F/1 20°F, 4,5°C/49°C Non-corrosive sleeve factory installed in saddle. Caution: This device is not intended for applications in explosive environments. Sizes Available: Steel Pipe schedules 10 thru 40, sizes 2" thru 8' BS 1387 pipe 50mm thru 200mm Note: For copper or plastic pipe use Model VSR-CF. Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-1 3D Residential occupancy up to four stories NFPA-1 3R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit, Stock No. 0090018 INSTALLATION: See Fig.2 These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be in- stalled within 6" (15cm) of a fitting which changes the direction of the waterfiow or within 24" (60 cm) of a valve or drain. Drain the system and drill a hole in the pipe using a circular saw in a slow speed drill. The 2" (50mm) and 2 1/2" (65mm) devices require a hole with a diameter of 1 1/4" + 1/8" - 1/16" (33mm ±2mm). All other sizes require a hole with a diameter of 2" ±1/8" (50mm ±2mm). Clean the inside pipe of all growth or other material for a dis- tance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterfiow. Install the saddle strap and tighten nuts alternately to an eventual 50 ft-lbs. (68 n-m) of torque (see Fig. 2). The vane must not rub the inside of the pipe or bind in any way. Specifications subject to change without notice. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 www.pottersignal.com PRINTED IN USA MKT. #8800001 - REV W PAGE 1 OF 2 MFG. #5400761 - 7/02 To remove knockouts: Place screwdriver at edge of knock- outs, not in the center, ORG. #761-4 (E)POTTER The Symbol of Protection VSR-F VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD FIG. I SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL 00160 OWS. #923-3 CAUTION: An uninsulated section of a single conductor should not be looped around the termi- nal and serve as two sepa- rate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. FIG. 2 OPTIONAL TAMPER SWITCH RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) FOR DESIRED TIME DELAY. USE THE MINIMUM AMOUNT OF RETARD NECESSARY TO PREVENT FALSE ALARMS, A '6" SETTING IS USUALLY ADEQUATE FOR THIS. FACTORY IS SET TO. "B". T TO INSTALL, DRILl PIPE SIZE HOLE SIZE to 2 1/2 1 1/4" +1/8" -1/16" (50mm to 65mm) (33mm ±2mm) to 8" 2" ±1/8" (80mm to 200mm) 50mm ±2mm) Cover Tamper (with cover in place) DWG. 11761-30 TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL sOfl.-LEIS (68 n-m) OF TORQUE MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW APPROX. RETARD SETTINGS (IN SECS.) O o A 10-25 B 20-40 C 35-55 D 50-70 C 60-90 DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME FIG. 3 TYPICAL ELECTRICAL CONNECTIONS NOTES: The Model VSR-F has two switches, one can be used to 2 SM Of operate a central station, pro- NORMALLY OM CflHETS CLOSE THI AT.LOH WATUOUYN EOLR M P.aa prietary or remote signaling unit, while the other contact is I IEI used to operate a local audible or visual annunciator. A condition of LPC Approval of in. this product is that the electh- THE NC AND NO IMWWACS ON THE SWITCH ARE THT POSnK DC OR HOT AC al cal entry must be sealed to AN ALARM CONDTWT& THE CONTACTS AM R[VUrCO NECAINE DC OR NELItRW c exclude moisture. WHDI THE XSTCC 0 IN T I7Nl-2 TIC NORMAL COTOL For supervised circuits see "Switch Terminal Connec- tions" drawing and caution note (Fig. 1). APPLICATION WARNING! Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times, waterfiow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. TESTING The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-F is not recommended or advisable. A minimum flow of 10 gpm (38 Lpm) is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. PRINTED IN USA MKT. #8800001 - REV W PAGE 2 OF 2 MFG. #5400761 - 7102 Technical Data Model: Sprinkler Head Cabinet Style: 3,6 or 12 head Standard Finish: Red enamel Mfgr. Source: Non-domestic Capacity: 3 sprinkler heads 6 sprinkler heads 12 sprinkler heads 3jr 6 & 12 Head Sprinkler Head Cabinet Dimensions: 3 head - 5" high x 7W' long x 2%" deep 6 head - 5" high x 14" long x 3W' deep 12 head - 5" high x 14%" long x 5" deep Weight: 3 head - 1.5 lbs. 6 head - 2.3 lbs. l2 head -4lbs. Sprinkler Head. Cabinet Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description Central Sprinkler Head Cabinets are constructed of a metal enclosure with a hinged cover designed to provide on-site storage of an emergency supply of sprinkler heads and a sprinkler head wrench. NFPA 13 requires a representative number of each type of sprinkler head used in a sprinkler system to be stored in a cabinet on-site to allow for immediate removal and replacement of sprinklers which may have operated or become damaged. Central Sprinkler Head Cabinets are manufactured of heavy gauge steel with knock-outs to accommodate either 1/2!' or %" N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in three (3), six (6) or twelve (12) head capacity. No. 28.6.0 Notes: Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F (-34° to 66°C). Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. SIZE INCHES (mm) VOLTAGE MODEL NO. STOCK NO. CURRENT (MAX) TYPICAL dB AT1OFT. (3m) (2) MINIMUM dB AT1OFT. (3m) (1) 6(150) 12VDC PBD126 1706012 .12A 85 76 8(200) 12VDC PBD128 1708012 .12A 90 77 10 (250) 12VDC PBD1210 1710012 .12A 92 78 6(150) 24VDC PBD246 1706024 .06A 87 77 8(200) 24VDC PBD248 1708024 .06A 91 79 10 (250) 24VDC PBD2410 1710024 .06A 94 80 6(150) 24VAC PBA246 1806024 .17A 91 78 8(200) 24VAC PBA248 1808024 .17A 94 77 10 (250) 24VAC PBA2410 1810024 .17A 94 78 6(150) 120VAC PBA1206 1806120 .05A 92 83 8(200) 120VAC PBA1208 1808120 .05A 99 84 10 (250) 120VAC PBA12010 1810120 .05A 99 86 (E)POTTER The Symbol of Protection 6" BELL SHOWN BELLS PBA-AC & PBD-DC UL Listed Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120 VAC 12VDC(10.2to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) -400 to 150°F(400 t0660C) (Outdoor use requires weatherproof backbox.) Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The unit mounts on a standard 4" (101 mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: Potter Electric Signal company • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833° www.pottersignal.com PRINTED IN USA MKT. #8850001 - REVS PAGE 1 OF 2 MEG. #5400776 - 5/05 ® POTTER The Symbol of Protection DIMENSIONS INC HES(mm) FIG. I BELLS BELLS PBA-AC & PBD-DC FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1/2' CONDUIT ENTRANCE 1 (7 - 10" (250) 8" (20) 6" —'I (150) 2 11/16" - (68) DWG. #776-I r (146) L______ II Jill' l 5/8- (41) LE ~3 3/8" (86) 4 1/4" (108) 3 3/8" 5- (86) (127) DWG. #776-2 FIG. 3 WIRING (REAR VIEW) D.C. BELLS (OBSERVE POLARITY) A.C. BELLS RED (IN) RED (0111) WHITE (IN) WHITE (OUT) C8L.ACK -LINE OR OR FROM CONTROL PANEL (IN) ELL FROM CONTROL PANEL BLACK (OUT) R PRECEDING BELL BLACK PRECEDING BELL _____________ BLACK (IN) CAUTIO WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTES: OBSERVE POLARITY TO RING D.C. BELLS. RED WIRES POSITIVE (+) BLACK WIRES NEGATIVE (-) CAUTION WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTES: I. WHEN USING A.C. BELLS. TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL. 2. END-OF-UNE RESISTOR IS NOT REQUIRED ON AC. BELLS, DWG. #776-3 INSTALLATION The bell shall be installed in accordance with NFPA 72 or local Ahj. The top of the device shall be no less than 90" Aff and not less than 6" below the ceiling. Removethegong. Connect wiring (see Fig. 3). Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). PRINTED IN USA MKT. #8850001 - REVS PAGE 2 OF 2 MFG. #5400776-5/05 INTUMESCENT SEALANT APPLICATIONS SpecSeat® LCI Sealant has a broad application base designed to seal a wide variety of common penetrations in light commercial and grouped residential construction. Penetrant types include insulated and non-insulated metallic pipes and tubes, non-metallic pipes and tubes, and common electrical service and power distribution, telephone, data, and TV cabling. This product is also used in conjunction with other SpecSeal§ Products such as SpecSeal® Firestop Collars and Wrap Strips to protect larger plastic pipes. See Table A for a summary application list. PRODUCT DESCRIPTION SpecSeal® LCI Sealant is a versatile and economical intumescent product intended for firestopping a wide array of applications in small commercial or grouped residential construction and other structures with similar applications. SpecSeal® LCI Sealant is available in a single grade that has excellent caulk- ing properties as well as high build properties on vertical or overhead surfaces. This single grade may be caulked (standard cartridge or bulk loaded), knifed or troweled. In addition, SpecSeal® LCI Sealant does not contain PCB's or asbestos. SpecSeal® LCI Sealant is storage stable (when stored according to the manufacturer's recommenda- tions), and will not separate or shrink when dried. SpecSeal® Series LCI Sealant will adhere to all com- mon construction and penetrant materials and contains no solvents that might adversely effect plastic pipes or cable jackets. Economical: High performance without the high pricel Highly Intumescent: Expands up to 8 limes. Excellent Smoke Seal Water Resistant : Will not re-emulsify when dry. Water-Based for easy installation, cleanup, and disposal. Acoustically Tested: Reduces noise transmission Safe ... Low VOC's, No Solvents, Non-Halogenated Paintable PERFORMANCE SpecSeal® LCI Sealant is the basis for systems that meet the exacting criteria of ASTM E814 (UL1479) and ASTM E1966 (UL2079) as well as to the time-temperature requirements of ASTM El 19 (UL263). LCI provides up to a 2-hour fire rating for typical service penetrations through concrete or wood floors, concrete or masonry walls, as well as gypsum board walls (3-hour for metallic pipe, conduit and tubing). SpecSeat® LCI Sealant meets Class A finish requirements for Flame Spread and Smoke Development when tested in accordance with ASTM E84 (UL723). SpecSeal® LCI Sealant is also acoustically tested, demonstrating excellent sound attenuation properties. PHYSICAL PROPERTIES (eiies Series LCI Color Red Odor Mild latex Density 9.0 lb/gal (1.08 kg/I) pH 9.0 In Service Temperature g 130°F (54°C) Flame Spread Smoke Developed 5 STC Rating 62 (ASTM EnOIASTM Coin) VOC Content 0l &0giI) (EPA Method 24IASTM D3960) Shell Life 2ys Volume Expansion lox Free Expansion Storage Temp. :5 130-F (54-C) TiedioASTM aIanvarki 9d Technical Service 1-800-992-1180 9T-1. www.stifirestop.com SYSTEM COMPATIBLE FILL, VOID OR CAVITY MATERIALS FOR USE IN JOINT SYSTEMS AND THROUGH-PENETRATION FIRESTOP c® us SYSTEMS. SEE UL DIRECTORY OF PRODUCTS CERTIFIED FOR CANADA AND UL FIRE RESISTANCE DIRECTORY. I APPROVED sin I SPECIFICATIONS The firestopping sealant shall be a water-resistant, intumescent latex sealant The sealant when exposed to high heat or flame shall exhibit a free expansion of up to 8 times its original volume. The firestopping sealant shall contain no water soluble nor hygroscopic ingredients and shall be acoustically tested. The sealant shall be UL Classified and/or FM approved and tested to the requirements of ASTM E814 (UL1479) and shall meet Class A finish requirements when tested in accordance with ASTM E84 (UL723). SPECIFIED DIVISIONS DIV. 7 07840 Through-Penetration Firestopping DIV. 13 13900 Special Construction Fire Suppression & Supervisory Systems DIV. 15 15250 Mechanical Insulation - Fire Protection DIV. 16 16050 Basic Electrical Materials & Methods STI Product Data Sheet • Series L(l Intumescent Sealant • FOD-5062 06/2007 Fig 1: METALLIC PIPES- Concrete/Masonry floors & Walls Fig 2: INSULATED METALLIC PIPES- Concret&Masonry Floors & Walls Steel Sleeve Metallic t.Cl Pipe Sealant Metallic Pipe Sealant F LCI LCI Sealant Mineral Wool LCI Sealant Steel Concrete Sleeve Floor Steel (Both Sides) ___________ Sleeve Floor Mineral Wool Mineral Wool .j_........jTConcreto Insulated Concrate Wal Pipe Insulated Walt Assembly Metallic a Pipe UL System No. C-AJ-1353 UL System No. W-J-1098 UL System No. C-AJ-5138 F Rating: 3Hr-T Railing: OHr FRatng:2Hr.TRa&rg:1/4,3/4&1 Hr F Rating: 2Hr.TRatng:3(4or1 Hr Steel or IronPipe: <12", Copper Pipe: <4" Steel Iron Pipe: u8". Copper Pipe: <4" Steel or Iron Poe: 6, Copper Pipe: 4 Annulus: 0" to 2" Pjsius:0" br Pe Covering: Max. ZIlber glass or mineral wool ptpe insulation. Sealant Depth: 1/4" Sealant Depth: so" Ainsutus: 1W to 1-51Z - Sealant 1t2 Fofrirting r'tem4 pcf ndneiaI woo) (2 1/4Depth) Forming: Nom. 4 p mineral wool IT depth) SEALANT REQUIREMENTS IN CUBIC INCHES PER 1/4 INCH OF INSTALLED DEPTH* Pipe Size Diameter of Opening (in.) 1.5 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10 12 14 26 Trade Sue Pipe O.D. 0.5..0.840 0.3 0.6 1.6 3.0 4.8 6.9 9.5 12.4 19.5 28.1 38.3 132.6 w f 1.315 0.1 0.4 1.4 2.8 4.6 6.7 9.3 12.2 19.3 27.9 38.1 132.4 1.51,1.900 1.1 2.4 4.2 6.4 8.9 11.9 18.9 27.6 37.8 132.0 55 hhifiplyby2.5 2 2.375 0.7 2.0 3.8 6.0 8.5 11.5 18.5 27.2 37.4 131.6 r - 2.5 2.875 0.1 1.5 3.3 5.4 8.0 10.9 18.0 26.7 36.9 131.1 3.500 0.7 2.5 4.7 7.2 10.2 17.2 25.9 36.1 130.3 3.5" 4.000 1.8 3.9 6.5 9.4 16.5 25.1 35.3 129.6 4.500 0.8 3.0 15.6 8.5 15.6 24.2 34.4 128.7 6" 6.625 1.1 4.0 11.1 19.7 29.9 124.2 8" 8.625 4.9 13.6 23.8 118.0 10" 10.750 IMPORTANT NOTE: This table is for estimation purposes osty. Consult Ut. Fire Resistance Directory or Sli Product & Application Guide ior specific installation requirements and timliulions 5.6 15.8 110.0 12" 12.750 6.6 100.8 24" 24.000 19.6 Metric Estimation Table available upon request Fig. 3: ELECTRICAL DATA OR COMMUNICATIONS - Gypsum Walls Cable LCI Sealant LCI Sealant Bundle Ill III (Both Sides) Non-M Sides) Non-Metallic [jJ (Both \ Conduit Gypsum Wallboard U U Gypsum Assembly Wallboard I I Assembly UL System No. W-L-3169 UL System No. W-L-2241 FRating: 1,2Hr•T Rating: % and % FRating: 1,2Hr.T Rating: 0,1/a, 1,1-3/4 Up to 4-1l2cable bundle <2" Rigid PVC or ENME CPVC, ABS Annulus: 0t0 ½ Sealant 5/8 Annulus: 0-1 -- Sealant 5/8 TABLE A: APPLICATIONS TESTED AND CLASSIFIED FOR FIRE RESISTANCE Metallic Pipes including steel, iron, or copper pipe and tubing. Nonmetallic Pipes, Conduits & Tubing including PVC, CPVC, ABS, and PEX. Electrical & Electronic Cabling including service entrance, power distribution, computer, telephone, and television. Metal Ductwork including HVAC, bath and dryer vents. Insulated Pipes including heating, cooling, and condensation applications. Complete Wood Floor lirestopping package for electrical, plumbing, HVAC, telephone, and television. 2 511 Product Data Sheet • Series 1(1 Intumescent Sealant • FOD-5062 06/2007 Technical Service 1-800-992-1180 www.stifirestop.com STI. Fig. 4: BARE & INSULATED METALLIC PIPES - Wood Floor Assemblies I Insulated Metallic Pipe LCI Sealant '-'-I Wood Floor Sealant L.r..___i Assembly UL System No. F-C-5043 F Rating: 1 & 2 Hr • I Rating: 3/4 and 1 Hr Steel, Iron or Copper 4" Pipe covering: I -Fiber Glass, Mineral fiber or AB/PVC • Chase wall optional. Annulus: 0t0 1 -- Sealant: 5/8" bottom, 3h"top. Metallic UL System No. F-C-1074 F Rating: 1 & 2 Hr • I Rating: ¼, ½ and I Hr Steel, Iron or Copper: 4"• Chase wall optional. Annulus: 0'to 1'• Sealant: 5/8" bottom, 3/4' top Technical Service 1-800.992-1180 STI. www.stifirestop.com Sit Product Data Sheet • Series L(I Intumescent Sealant • FOD.5062 06/2001 9d INSTALLATION INSTRUCTIONS GENERAL: Areas lobe protected must be clean and free of oil, loose dirt, rust or scale. Installation temperatures must be between 35°F (2°C) and 100°F (38°C). Allow product to dry a minimum of 24 hours before exposure to moisture. SYSTEM SELECTION: Selection of an appropriate firestop system design is critical to the fire protection process. Space limitations preclude highly detailed information pertaining to individual application systems. Please consult the Product & Application Guide as well as the UL® Fire Resistance Directory for additional information. FORMING: Some installations may require forming as either an integral part of the system or as an option to facilitate installation. In systems where forming is required, mineral wool batts with a minimum nominal density of 4 PCF (64 kg/ml) are generally required. Cut forming material oversize to allow for tight packing. Position forming material to allow for the proper depth of fill material. FILL MATERIAL: SpecSeal® LCI Sealant may be installed by caulking using a standard caulking gun or from bulk containers using a bulk loading caulk gun, or by manually troweling using a mason's trowel or putty knife. It the sealant tends to pull back from a surface, clean the surface with a damp rag or sponge and reapply. Work sealant into all areas exercising care to eliminate voids or seams. The surface of the sealant can be smoothed using a putty knife dipped in water. Adding water to the sealant itself is not recommended. Sealant (when dry) may be painted using most non-solvent based paints. In gypsum wallboard penetrations, apply a minimum cove bead of 1/4" (6 mm) at the interface of the penetrant with both exterior wall surfaces. SMOKE SEALING: In some applications including firestop collars, SpecSeal® LCI Sealant is recommended as a smoke seal. It is suggested in these applications that the sealant be applied to both sides of walls. In floor applications, a seating bead is suggested top and bottom. LIMITATIONS: SpecSeal® LCI Sealant is water- based and cures through the evaporation of water. Low temperatures as well as high humidity may retard drying. Non-porous or impermeable backing materials, plates, or coatings may retard the drying process. Do not paint or seal in any way that pre- vents contact with air until sealant has dried through completely. This product has been designed to be safe with plastics and has been used extensively and successfully with a variety of different types of plastic pipes, tubes, and plastic cable insulations. Variations in these materials however, make it impossible to guarantee compatibility. STI strongly recommends that the user consult with the manufacturer of the pipe, tubing, or cable in question regarding any known sensitivities or potential restrictions before applying this product. I Fig. 5: BARE & INSULATED METALLIC PIPES- Gypsum Walls I III LCI Sealant Metallic III (Both Sides) Pipe ,ii - Insulated LCI Sealant Metallic (Both Sides) LCI Sealant (Both Sides) J_LL±_LLL Assembly UL System No. W-L-1222 F Rating: 1, 2 Hr • I Rating: ¼, 3/4, 1 Hr Steel or Iron pipe: 8' Copper pipe: 4 Annulus: 0t0 2 • Sealant: 5/8" Gypsum Waitboard AssemblyjL,_]jj. UL System Nos. W-L-5121, W-L-5122 F Rating: 1, 2 Hr • T Rating: 1 Hr & 1/4 Hr Steel or Iron pipe: 6", Copper pipe: 4 Pipe covering: Max. 2-fiber glass, W AB/PVC or 2 mineral fiber Annulus: 0-to 1-1/2". Sealant: 5/8" Gypsum Set AssemblYf I AC Line Wallboard UL System No. W-L-8025 F Rating: 1,2 Hr • I Rating: 1,4 Hr AC Line Set: Two copper tubes, one with 3,4 AB/PVC and thermostat wire Annulus: 0t0 1 -- Sealant 5/8 MAINTENANCE No maintenance is normally required, however a periodic inspection of rated barriers is recommended to make sure that any new openings, modifications of previously installed tirestops, or areas exhibiting physical damage, have been properly sealed or repaired. Subsequent sealing or repairs should be accomplished using SpecSeal® products per the original approved design. RETROFIT: When adding or removing penetrants, care should be taken to minimize damage to the seal. Reseal using SpecSeal® products per the approved design. NOTE: New penetrants of a different nature than the original design may require a totally new firestop design or extensive modifications to the existing design. Reseal all openings as per the requirements of the modified design. TECHNICAL SERVICE Specified Technologies Inc. provides loll free technical support to assist in product selection and appropriate installation design. UL Systems, Material Safely Data Sheets and other technical information is available through the Technical Library at www sfirPstnp.c.nm. PRECAUTIONARY INFORMATION Consult Material Safety Data Sheet for additional information on the safe handling and disposal of this material. AVAILABILITY SpecSeal® Series LCI Sealant is available from authorized Sit distributors. Consult factory or website for the names and locations of the nearest sales representatives or distributors. ORDERING INFORMATION CAT. NO. DESCRIPTION LC1300 Sealant 10.1 oz Tube 18.2 Cu In (300 ml) LC1305 Sealant 5 Gal Pail 1,155 Cu In (19.0 Liters) LC1320 Sealant 20 oz Sausage 36 Cu in. (592 ml) LC1329 Sealant 29 oz Quart Tube 52 Cu in. (858 ml) Addlliona!ecSeaIProdz,cts... Series SSS Sealant The industry's most versatile sealant provides the firestopping solutions for a wide range of combustible and noncombustible applications. Water-based intumescent sealant expands up to 8x! tcen Wrap Strips Three grades of intumescent wrap strips provide an unmatched combination of flexibility, economy, and expansion lop to 30Xl. Systems for plastic pipes including FR Polypropylene up to 8 trade size! SSC& LtC Fostop Collars Easy to install, economical protection for ABS and PVC pipes (both solid and foam core) as well as CPVC, PVDF. and FRPP. LCC Collars are available up to 4 and SSC Collars are avail- able up to 6 trade size. Firestop Mortar Lightweight, versatile and economical! The best choice for large or complex installations. SSP Ftrestop Putty Available both in bar form and in pads. putty provides easy retrofit for through-penetrations and economical protection for electrical boxes. Pensil® Silicones Sealants and foam for through-penetrations and construction joints. Unexcelled aging charac- teristics and flexibility. Elastomeric Joint Seals New economical products for sealing construction joints. Choose caulk or spray applied products tested to UL2079. CITY OF NEW YORK MEA 211-01-M IMPORTANTNOTICE: All statements, technical information, and recommendations contained herein are based upon testing believed to be reliable, but the accuracy and completeness thereof is not guaranteed. WARRANTY Specified Technologies Inc. manufactures its goods in a manner to be free of defects. Should any defect occur in its goods (within one year), Specified Technologies Inc., upon prompt notification, will at its option, exchange or repair the goods or refund the purchase price. LIMITATIONS AND EXCLUSIONS: THIS WARRANTY IS IN LIEU OF ALL OTHER REPRESENTATIONS EXPRESSED OR IMPLIED (INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR USE) AND UNDER NO CIRCUMSTANCES SHALL SPECIFIED TECHNOLOGIES INC. BE RESPONSIBLE FOR ANY INCIDENTAL OR CONSEQUENTIAL PROPERTY DAMAGE OR LOSSES. PRIOR TO USE, THE USER SHALL DETERMINE THE SUITABILITY OF THE PRODUCT FOR ITS INTENDED USE, AND THE USER ASSUMES ALL RISKS AND LIABIUTY FOR SUBSEQUENT USE. No statement or recommendation not contained herein shall have any force or effect unless in an agreement signed by officers of seller and manufacturer. MADE IN THE USA - COPYRIGHT © 2008 SPECIFIED TECHNOLOGIES, INC. ad TI. Specified Technologies Inc. 200 Evans Way - Somerville, NJ 08876 I Toll Free: 800-992-1180 • F: 908.526.9623 STI Product Data Sheet • Series 1(1 Intumescent Sealant • FOD-5062 06/2007 Technical Service 1-800-992-1180 www.stifirestop.com mi STI. System No. W-L-1222 F Ratings - 1 and 2 Hr (See Item 1) T Ratings - 1/4, 3/4 and 1 Hr (See Item 2) Section A-A Wall Assembly - The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be mm 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. Gypsum Board* Thickness, type, number of layers and fasteners as specified in the individual Wall and Partition Design. Max diam of opening is 10-5/8 in. (270 mm). The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. Through Penetrant - One metallic pipe, conduit or tube to be installed eccentrically or concentrically within the firestop system. Pipe, conduit or tubing may be installed at an angle not greater than 45 degrees from perpendicular. The annular space between the pipe, conduit or tube and the periphery of the opening shall be min 0 in. (0 mm, point contact) to max 2 in. (51 mm). Pipe, conduit or tube to be rigidly supported on both sides of the wall assembly. The following types and sizes of metallic pipes, conduits and tubes may be used: Steel Pipe - Nom 8 in. (203 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe. Iron Pipe - Nom 8 in. (203 mm) diam (or smaller) cast or ductile iron pipe; Conduit - Nom 6 in. (152 mm) diam (or smaller) rigid steel conduit, nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT) or nom 4 in. (102 mm) diam (or smaller) flexible steel conduit. - Copper Pipe - Nom4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. Copper Tube - Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tube. Type of Penetrant Max Diam T Rating Steel or iron pipe, steel 2 in. (51 mm) 1 hr conduit or EMT Steel or iron pipe, steel 8 in. (203 mm) 3/4 hr conduit or EMT Copper pipe or tube 4 in. (102 mm) 1/4 hr 2A. Through Penetrating Product* -Flexible Metal Piping - As an alternate to Item 2, one nom 1-1/4 in. (32 mm) diam (or smaller) steel flexible metal pipe to be installed either concentrically or eccentrically within the firestop system. The annular space between the pipe and the periphery of the opening shall be min 0 in. (0 mm, point contact) to max 2 in. (51 mm). Pipe to be rigidly supported on both sides of the wall assembly. OMEGA FLEX INC TITEFLEX CORP A BUNDY CO WARD MFG INC 3. Fill, Void or Cavity Material* -Sealant -Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with both surfaces of wall assembly. At point contact location, mm 1/4 in. (6 mm) diam bead of fill material applied at metallic pipe/gypsum board interface on both surfaces of wall. SPECIFIED TECHNOLOGIES INC - SpecSeal LCl Sealant *Bearing the UL Classification Mark Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. . Q0 STI Created or Revised: July 26, 2006 UL W-L-1222 (800)992-1180 • (908)526-8000 • FAX (908)231-8415 9 E-Mail:techserv@stifirestop.com • Website:www.stifirestop.com PAGE 1 OF 1 System No. W-L-2241 F Ratings - 1 and 2 Hr (See Item 1) T Ratings -0, 1/4, 1 and 1-3/4 Hr (See Item 2) Section A-A 1. Wall Assembly - The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced max 16 in. (406 mm) OC. Steel studs to be mm 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. Gypsum Board* -Thickness, type, number of layers and fasteners as specified in the individual Wall and Partition Design. Diam of opening to be 1 in. to 1-1/8 in. (25 to 29 mm) larger than outside diam of pipe. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrant - One nonmetallic pipe, conduit or tube to be installed eccentrically or concentrically within the firestop system. Pipe, conduit or tube to be rigidly supported on both sides of the wall assembly. The following types and sizes of nonmetallic pipes, conduits and tubes may be used: Polyvinyl Chloride (PVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 'solid or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. Annular space shall be min o in. (0 mm, point contact) to max 1 in. (25 mm). Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) SDR 13.5 CPVC pipe for use in closed (process or supply) piping systems. Annular space shall be min 0 in. (0 mm, point contact) to max 1 in. (25 mm). Rigid Nonmetallic Conduit+ - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code (NFPA 70). Annular space shall be min 0 in. (0 mm, point contact) to max 1 in. (25 mm). Electrical Nonmetallic Tubing+ - Nom 2 in. (51 mm) diam (or smaller) PVC tubing installed in accordance with Article 331 of the National Electrical Code (NFPA 70). Annular space shall be min 0 in. (0 mm, point contact) to max 1 in. (25 mm). Cross Linked Polyethylene (PEX) Tubing - Nom 1 in. (25 mm) diam (or smaller) SDR9 PEX tubing for use in closed (process or supply) piping systems. Annular space shall be min ü in. (0 mm, point contact) to max 1 in. (25 mm). Acrylonitrile Butadiene Styrene (ABS) pipe - Nom 1-1/2 in. (38 mm) diam (or smaller) Schedule 40 solid-core or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. Annular space shall be mm 1/4 in. (6 mm) to max 3/4 in. (19 mm). When Item 2A or 2B is used, the T Rating is 1/4 hr. When Item 2C, 2D, or 2E is used, the T Rating is 1 hr and 1-3/4 hr for 1 hr and 2 hr fire rated walls, respectively. When Item 2F is used, T Rating is 0 hr. 3. Fill, Void or Cavity Material* - Sealant - Mm 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with both surfaces of wall assembly. At point contact location, mm 1/4 in. (6 mm) diam bead of fill material applied at nonmetallic pipe/gypsum board interface on both surfaces of wall. SPECIFIED TECHNOLOGIES INC - SpecSeal LCI Sealant *Bearing the UL Classification Mark Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. STI Created or Revised: January 14, 2004 & W-L-2241 (800)992-1180 • (908)526-8000 • FAX (908)231-8415 • E-Mail:techserv@stifirestop.com • Website:www.stifirestop.com PAGE 1 OF 1 3A. Through Penetrating Product* - Flexible Metal Piping - As an alternate to Item 3, one nom 2 in. (51 mm) diam (or smaller) flexible steel pipe (with or without plastic jacketing) to be installed either concentrically or eccentrically within the firestop system. The annular space between the pipe, conduit or tube and the periphery of the opening shall be min o in. (0 mm or point contact). The max annular space is 1 or 2 in. (25 or 51 mm) as shown in the table in Item 4B. Pipe to be rigidly supported on both sides of the floor or wall assembly. OMEGA FLEX INC GASTITE, DIV OF TITEFLEX WARD MFG LLC 4. Firestop System - The firestop system shall consist of the following: Packing Material - When required as shown in the table in Item 4B, min 4 pcf (64 kg/m3) mineral wool batt insulation compressed and tightly packed to mm 2-1/4 in. (57 mm) thickness. Packing material recessed from top surface of floor or both surfaces of wall as required to accommodate fill material (Item 4B). When packing material is shown as being optional, mineral wool or glass fiber insulation or polyethylene foam backer rod may be used as a permanent form to facilitate installation of the fill material. In floors constructed of hollow-core precast concrete units, packing material to be recessed from both top and bottom surfaces of floor, as required to accommodate fill material (Item 413). When steel sleeve projects from top of floor or from both sides of wall, the thickness of mineral wool batt packing material should be increased by an amount equal to the distance that the sleeve extends past the floor or wall surface. Fill, Void or Cavity Material* - Sealant - Fill material applied within annulus, flush with top surface of floor assembly or top edge of steel sleeve. In walls and in floors constructed from hollow core precast concrete units, fill material applied symmetrically on both sides of assembly flush with wall/floor surfaces or both ends of steel sleeve. At point contact location, apply mm 1/4 in. (6 mm) diam bead of fill material at pipe/concrete interface or pipe/steel sleeve interface on top surface of floor or both surfaces of wall or precast concrete units. The fill material thickness shall be as specified in the following table: Min Concrete Steel Max Packing Mm Fill Thickness Sleeve Annular Space, Material Material Thickness F Rating in. (mm) in. (mm) in. (mm) 2-1/2(64) Optional 2 (51) Required !/4 (6) 3 hr 4-1/2(114) Optional 1(25) Optional 1/2(13) 2 hr SPECIFIED TECHNOLOGIES INC - SpecSeal LCI Sealant *Bearing the UL Classification Mark L Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 - Reproduced courtesy of Underwriters Laboratories, Inc. S fJ Created or Revised: May 26, 2009 (800)992-1180 .(908)526-8000 • FAX (908)231-8415 • E-Mail:techserv©stifirestop.com • Website:www.stifirestop.com C-AJ-1353 .PAGE 2OF2 FILE COPY 13-190 INSTAUATION OF SPRINKLER SYSTEMS Contractor's Material and Test Certificate for Aboveground PIpin9 PROCEDURE Upon completion of work, Inspection and tests shall be made by the contracto?s representative and witnessed by an owner's. representative. All defects shall be corrected and system left In service- before contmcto?e, personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It Is understood the owner's representative's signature In no way prejudices any claim against contractor for faulty material, poor workmitnsh, or failure to comply with approving authority's requirements or local ordinances. Property name. ST Lt74r 2ra,.j S Property address 12443 (t • Accepted by approving authorities (names) p: ri-r Address Plans Instticonbrrns to accepted plans tgL Yes ED.No • Equipment used Is approved Yes 0 No If no, explain deviations • Has person in charge of fire equipment been Instructed as . [J Yes D No • to location of control valves and care and maintenance • of this nOw Oqulpment? It no. explain . Instructions Have copies of the following been left on the premises? 0 Yes 0 No System components Instructions,. D Yes 0 No Care and maintenance instructions 0 Yes 0 No NFPA2S 0 Yes 0 No Llocatlon eywern S • S uppiies buildings • Year of Orifice Temperature Make Model manufacture size OnlfIv I reline Spriniders N ".41 • . . l) 3 /t (V. . . (1 Pipe and Type of pipe 57t— M / at 7 fittings Type of lInings 1 Za 4( C. Alarm Mwdmurn time to operate valve ot Alarm device through test connection: flow Type . Make Model Minutes Seconds Indicator ; Model. Serial n We Model Sertaln __________- ThieW0ter AJann ftJr Ykt . reached operated 358ur5 pressure air presewe propeiy PSI psi psi Minutes Seconds Yes 1-140- 016, I 1 1 I • If no, explain 0 'MeOsui1éd frOm time Inspector's test connOction Is opened 2 NFPA 13 only requires the 60second limitation In specific sections FIGURE 16.1 Contractor's Material and Test Certificate for Aboveground Piping. 2002 Edition SYSTEMS ACCEPTANCE 13-191 °p°t5°n 0 Pneumatic 0 BctrIc D Hydraulics -ipig supervised 0 Yes D No ] Detecting media supervised [J No Does qeraefrom the manual alp, remote, or both D ye. 0 No .Deluge and valves te there an accessible th >j yes Make Model J Does each drcu ra supervisi alarm? Does each drouft operate valve release? Maximum time to operate release. No Yet, No Minutes • __ Seconds Loca airs and Setting Static pressure Resprsure Flow rate Pressure IT)Od8l (flowlngr—. red Inlet (psi) Outlet (psi) Outiatpei) J (gpn) • tests shall be made at not less than 200 pal (13.6 bar) for 2 hours or 50 p.1(3.4 bet) ftbe'm.etailpressure In excess of 150 p.1(102 bar) for 2 hours. Differential dry-pipe valve clappers shall be left Test open dung the test to prevent damage. All aboveground piping leakage s h a l l b e s t o p p e d . description sum-Establish 40 p.1(2.7 bar) air pressure and measure drop which shall not exceed 1½ p.1(0.1 bet) In 24 hours. Test pressure tanks at normal water level and sir pressure and measure air pressure drop, which shall not exceed 1½ p.1(0.1 bar) In 24 hours. •0 I 6$Z*t All piping hydrostatically tested at PW (—bar) for hours Drypipingpneumaticallytested 0 Yes [ No Equipment operates property 09 Yes 0 No If no, state reason 0 Do you certify as the sprinkler contractor that additives and corrosive chemicals, s o d i u m s i l i c a t e o r d e r i v a t i v e s of sodium silicate, brine, or other corrosive chemicals were not used for testing systems or stopping leaks? Yes No 0 Drain I Reading of gauge located near water 0 Residual pressure with valve In teat Tests test supply test connection: _____ pal( bar) connection open wide:_____ psi (_ bet) Underground mains and lead-In connections to system risers flushed before connectio n m a d e t o , sprinkler piping • 0 verified by copy of the Contractor's Material and Test Yes D No Other ExplaInCertificate for Underground Poft. 0 Rushed by Installer of underground eprinider piping Yes No If powder-driven fasteners are used In concrete, Yes No If no, explain has representative sample testing been 0 0 0 satistacto completed? . . Blank testing Number used Locations •Number removed gaskets IJ/A . W4d54 piping IR Yes 0 No 0 Ifyss... • 0 0 Do you certify as the sprinkler contractor that welding Procedures comply .0 Ye. 0 No with the requirements ofat least AWS82.i? •• • 0 • Wowing Do you certify that the welding was performed by welders qualified In .0 Yes 0 No compliance with the requirements of at least AWS 82.1? •, 0 Do you certify that the welding was carried out In compliance with a V.. 0 N. documented quality control procedure to ensure that all discs are retrieved, that openings In piping are smooth, that slag and other welding residue are . 0 0 removed, and that the Internal diameters of piping are not penetrated? Cutouts (discs) 0 r Yes 0 No Do you certify that you have a control feature to ensure that all cutouts (discs) are retrieved? FIGURE 16.1 Continued S 2002 Edition AS Uoo[4,_ Contractor's Material and Test Certificate for Aboveground Piping PROCEDURE Upon completion of work, inspection and tests shall be made by the contractors representative and witnessed by an owners Representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled Out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME: ST. ELIZABETH SETON PERISH CENTER DATE 8-23-11 PROPERTY ADDRESS: 6628 SANTA ISABEL STREET ACCEPTED BY APPROVING AUTHORITIES:(NAMES) CARLSBAD FIRE DEPARTMENT ADDRESS: PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS Z YES LI NO EQUIPMENT USED IS APPROVED Z YES LI NO IF NO, EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO Z YES LI NO LOCATION OF CONTROL VALVES AND CARE & MAINTAINENCE OF THIS NEW EQUIPMENT? INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES? Z YES LI NO I. SYSTEM COMPONENTS INSTRUCTIONS Z YES LI NO CARE AND MAINTENANCE INSTRUCTIONS YES 0 NO NFPA#25 Z YES 0 NO LOCATION OF SUPPLIES BUILDINGS: SAME SYSTEM YEAR OF ORAFICE TEMPERATURE MAKE MODEL MANUFACTURER SIZE QUANTITY RATING TYCO CONCEALED RFII 2011 1/2 189 155 SPRINKLERS TYCO SSU TY-FRB 2011 1/2 61 155 0 0 0 PIPE AND Type of pipe Steel Type of fittings Steel FITTINGS MAXIMUM TIME TO OPERATE ALARM VALVE ALARM DEVICE THROUGH TEST CONNECTION OR FLOW TYPE MAKE MODEL MINUTES SECONDS INDICATOR VANE POTTER VSR-SF 0 55 TIME TO TRIP WATER AIR TRIP POINT AIR TIME WATER ALA RJyi- 1EPE THROUGH TEST PRESSURE PRESSURE PRESSURE REACHED O "fRRTED OPERA ___________ CONNECTION CONNECTION ET TEST OUTL OPERLY TESTS MIN SEC PSI PSI PSI M EC YES NO WITHOUT- 0 0 Q.O.D. WITH 0 0 - IF NO EXPLAIN: OPERATION 0 PNEUMATI LI ELECTRIC 0 HYDRAULIC PIPING SUPERVISED 0 YES..- El NO ETECTING MEDIA 0 YES 0 NO S VISED DOES VALVE OPERATE FRO E MANUAL TRIP, REMOTE, OR BOTH DELUGE AND CONTROL STATIONS? YES LI NO PREACTION VALVES IS THERE AN gPEISIBLE FACILITY IN EACH CIRCUIT FOR TESTENG?-' YES LI NO IF NO EXPLAIN: MODEL DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT "TMUM TIME TO SUPERVISION LOSS ALARM? OPERATE VALVE OPERA ELEASE RELEASE? YES NO YES NO MEN P rn 0 LOCATION & MAKE & MODEL SETTING STATIC PRESSURE RESIDUAL LD3Af PRESSURE REDUCING VALVE TEST (FLOWING) OUTLET INLET I OUTLET (PSI FLOW (GPM) HYDROSTATIC- Hydrostatic test shall be made at not less than 200psi (13.6 bars) for 2 hours or 50ps1 (3.4 bars) above static pressure in excess of I50psi (10.2 bars) for 2 hours. Differential dry-pipe valve clappers shall be left open during the test to prevent damage. TEST DESCRIPTION PNEUMATIC- Establish 40psi (2.7 bars) air pressure and measure drop, which shall not exceed I V2psi (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed I 1/2psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT DRY PIPING PSI (200BARS) 2HRS I IF NO STATE REASON: PNEUMATICALLY TESTED EQUIPMENT OPERATES Eg_YES El NO PROPERLY. Z YES EJNO I DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE, BRINB, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS, OR STOPPING LEAKS? Z YES El NO TESTS DRAIN TEST I READING OF GAUGE LOCATED NEAR WATER SUPPLY TEST RESIDUAL PRESSURE WITH VALVE IN ONNECTION:80 PSI (BARS) TEST CONNECTION OPEN WIDE: 70 PSI BARS) UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS OTHER EXPLAIN LUSHEDBEFORE MADE TO SPRINKLER PIPING. 0 YES El 40 VERIFIED BY COPY OF THE U FORM NO. 85B FLUSHED BY INSTALLER OF IF NO, EXPLAIN:NA UNDERGROUND SPRINKLER PIPING. [D YES ENO IF POWDER DRIVEN FASTENERS ARE USED IN CONCRETE, HAS REPRESENTATIVE SAMPLE TESTING BEEN SATISFACTORILY COMPLETED? 0 YES DNO BLANK TESTING NUMBER USED I LOCATIONS: I NUM BER REMOVED GASKETS WELDED PIPING YES El NO IF YES DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE YES 0 NO REQUIREMENTS OF AT LEAST AWS 0 10.9. LEVEL AR-3? WELDING DID YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE Z YES El NO REQUIREMENTS OF ATLEAST AWS D 10.9 LEVEL AR-3? DO YOU CERTISY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO ENSURE THAT ALL DISC ARE RETREIVED, Z YES El NO THAT OPENEINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED AND THAT THE INTERNAL DIAMETERSOF PIPING ARE NOT PENETRATED? CUTOUTS (DISCS) DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL CUTOUTS (DISCS) ARE RETREIVED? YES El NO HYDRAULIC NAMEPLATE PROVIDED: I IF NO EXPLAIN: DATA 0 YES ONO I REMARKS DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN 8/23/11 NAME OF SPRINKLER CONTRACTOR: PARAMOUNT FIRE SYSTEMS INC. TESTS WITNESSED BY I TITLE: I DATE: SIGNATURES FOR CWDRIVER I SUPER I 8/23/11 FOR SPRINKLER C ACTOR (SIGNED) I TITLE: DATE: PM 8/23/Il ADDITIONAL EXPLANATIONS AND NOTES: