Loading...
HomeMy WebLinkAbout19704 60TH AVE NE_014592_2026 CITY OF ARLINGTON CONSTRUCTION RERMIT BERM I T NO_ o O 1-459a Owner: WESTERN STATES FIRE PROTECTION 7102 180TH AVE NE STE. A-105 REDMOND Value of Work: Tax ID: 007463-000-011-00 Phone: 425-881-0100 Describe Work: Proposed Use: WAREHOUSE Legal Description: Job Address: 19704 60TH AVE NE Contractor's Name Type Address License# WESTERN STATED FIRE PROTECTION SPR 7102 180TH AVE NE #A105 WESTESF136OF TOTALS Fee Permit Fee $662.55 Plan Fee $497. 16 -- I GNATU TOTAL FEE... ....... ....... $1, 159.71 HEREBY CERTIFY THAT I HAVE READ A EXAMINED THIS APPLICATION AND PAYMENTS.................. $0.O0 KIU THE SAME TO BE TRUE AND COR- R CT LL PROVISIONS OF LAWS AND TOTAL DUE........ ........ . $1, 159.71 0 DIN NCES O*OMED THI TYPE OF W K ILL WI H WHETHER 5P CI IED fOT. DATE RECEIPT # / B IL G F IAL P A I I) AW Q 21001 7-dU�' _ -•.ice.. r: r i f "n r: ' Page 1 of 1 Linda Friddle From: Jim Tracy[tracyiii@gte.net] Sent: Tuesday, January 29, 2002 10:47 AM To: Linda Subject: Occupancy inspections The,Teriyaki Restaurant#01-4593 is complete Petropolous is complete Grown Distributing is complete except the rack storage Smokey Pt Properties is currently complete(the last one was suite.305) RE: inspections, Fire Alarms generally get one field inspection unless corrections are needed. Sprinklers get an underground cover, hydrostatic test, flow test, inside piping inspection/hydrostatic test, trip tests of dry systems and tests of waterflow and tamper switches. (sometimes part of these tests are combined, sometimes they are not, it depends on the contractor) Range Hood Systems usually get one field inspection. Any reinspections require additional inspections. Let me know if you need any other information. I will try to let you know when a job is finaled. Jim 1/29/02 .i WESTERN STATES 7102 180th Ave. N.E. Suite A-105 1116 FIRE PROTECTION CO. Redmond,Washington 98052 j (425) 881-0100 FAX(425) 881-3030 LETTER OF TRANSMITTAL To: City of Arlington Date 05-04-01 238 North Olympic Ave Job No. 790098 Arlington WA Project Petropoulos Attn: Dave Anderson Fire Sprinkler System We are sending you 0 Attached ❑ Under Separate Cover the following items: ❑ Shop Drawings Submittals ❑ Prints ❑ As -Built 0 Plans ❑ Letter 0 Calculations ❑ Other COPIES DATE DESCRIPTION 5 5/3/01 Submittal Set of Drawings 5 5/3/01 Submittal Packet These are transmitted as checked below: ❑ For Approval ❑ For Review and Comment ❑� For Your Use ❑ Returned for Corrections ❑ As Requested ❑ Resubmit Copies for Approval ❑ Approved as Noted ❑ Submit Copies for Distribution ❑ Approved as Submitted ❑ Return Corrected Prints Remark Dave, Please return 3 sets of plans at your earliest convenience. If there are any requirements or questions, please contact me at 253 405 6214. Copy to: File RECEIVED Sincerely, > SAY _ 2001 CITY OF A ILINGI UN Brad Braslins �A2 Project Manager ` " 1 Western States Fire Protection Co. Fire Protection Systems' 7102 180th Avenue,N.E.,Suite A-105 Design•Fabrication•Installation Redmond,Washington 98052 Commercial•Industrial•Residential•Institutional Special Hazards•High Tech•Defense•Hangars (425)881-0100 (425)881-3030 FAX Retrofit•Service•Inspection•Maintenance I Fire Sprinkler System Submittal FOR: Petropoulos Building at Arlington 19074 60"' Ave. NE Arlington WA General Contractor: GC Construction, Inc. PO Box 1650 Woodinville WA 98072 RECEIVED MAY ® 4 2001 CITY OF ARLINGTON , Albuquerque,NM•Austin,TX•Dallas,TX•Decatur,IL•Denver,CO•Fort Worth,TX•Houston,TX•Kansas City,KS•Las Vegas,NV•San Antonio,TX Phoenix,AZ•Portland,OR•Rapid City,SD•Salt Lake City,UT•Seattle,WA•Spokane,WA•St.Louis,MO•Tulsa,OK - •Locations Across Cananda(Vipond Fire Protection Inc.) Western States Fire Protection Co. Fire Protection Systems 7102 18Oth Avenue,N.E.,Suite A-105 Design•Fabrication•Installation Redmond,Washington 98052 Commercial•Industrial•Residential•Institutional (116 Special Hazards•High Tech•Defense•Hangars (425)881-0100 (425)881-3030 FAX Retrofit•Service•Inspection•Maintenance Fire Sprinkler System Submittal For: Petropoulos Building at Arlington 19074 60th Ave. NE Arlington WA Table of Contents Section Description Specification Section Paragraph 1 Hydraulic Calculations 15000 2 Seismic Calculations 15000 3 Materials 15000 Albuquerque,NM•Austin,TX•Dallas,TX•Decatur,IL•Denver,CO-Fort Worth,TX•Houston,TX•Kansas City,KS•Las Vegas,NV•San Antonio,TX Phoenix,AZ•Portland,OR•Rapid City,SD;Salt Lake City,UT•Seattle,WA•Spokane,WA•St.Louis,MO•Tulsa,OK •Locations Across Cananda(Vipond Fire Protection Inc.) 1/ Page 1 Western States Fire Protection 7102 180th Ave NE Seattle WA Date 05/02/01 Job: PETRO2 PROJECT INFORMATION Job Petropoulos Warehouse Arlington WA ------------------------------------------------------------------------- Occupancy 231 C class four non encapsulated Density 0.495 gpm/sq.ft. Area of Operation_ _ _ _ _ _ _ _ 2000 square feet Area per Sprinkler 100 max Sprinklers Reliable G XLO K=11.4 Number of Sprinklers Calculated: 20 heads Authority having Jurisdiction NFPA-13 Hose 100. 0 gpm Inside Hose, 400.0 gpm Outside Hose System type Wet Water Supply 93.00 psi Static, 20.00 psi Residual @ 5500. 0 gpm ------------------------------------------------------------------------- CALCULATION SUMMARY Demand 59.43 psi @ 1121.6 gpm @ B.O.R. 75.99 psi @ 1521.6 gpm @ Supply 86.23 psi available @ 1521.6 gpm Demand is below curve by 10.24 psi for Remote Area 2 --------------------------------------------------------------------------- Notes: Warehouse Ceiling Remote Area 1 PROGRAM: 'HydroCalc' by Micro Space Systems 2344 W Prospect, Chelan, WA 98816 www.microspacesystems.com Ptotedlon Ce eC.erHllcat� [AM" ,� n 391• 1' Page 3 Western States Fire Protection Description of Fitting abbreviations Code Description T Tee VT Victaulic tee VE Victaulic ninety degree elbow BKF Backflow preventor GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description BL Branch Line PT Total pressure PE Pressure loss due to elevation changes PF Pressure lass due to friction A.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length PETR02 05/02/01 4:28pm Page 4 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Remote areas are selected by allowing specified nodes to flow for the designated remote area. Nodes not specified will have no flow exiting those nodes within the designated remote area. All nodes within the entire system follow this rule, both within the grid and within any other calculated sections. Remote area number 1 includes nodes: 1 12-17 27-32 42-47 61-62 2 Remote area number 2 includes nodes: 11-16 26-31 41-46 60-61 Remote area number 3 includes nodes: 10-15 25-30 40-45 59-60 Remote area number 4 includes nodes: 9-14 24-29 39-44 58-59 Remote area number 5 includes nodes: 8-13 23-28 38-43 57-58 PETRO2 05/02/01 4:28pm Page 5 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Grid Node Detail Remote Area #1 Remote Area Summary BL Split Split Demand @ BOR Demand @ Supply RA No Head Press Press Flow Press Flow Pressure Breakdown 1 1 14 18. 85 58.94 1122.9 75.53 1522.9 Split Pressure= 18.85 2 29 18. 97 Grid Loss = 29.94 3 44 19.40 Avail @ Supply= 86.21 4 51 31.24 Below Curve = 10.68 2 1 14 18.85 59.43 1121.6 75.99 1521.6 Split Pressure= 18. 85 2 28 18.95 Grid Loss = 30.43 3 43 19.30 Avail @ Supply= 86.23 4 61 27. 05 Below Curve = 10.24 3 1 13 18. 85 59.35 1121.8 75.92 1521. 6 Split Pressure= 18. 85 2 28 18. 93 Grid Loss = 30.35 3 43 19.25 Avail @ Supply= 86.22 4 60 27.33 Below Curve = 10.30 4 1 12 18.85 59.09 1122.0 75.67 1522. 0 Split Pressure= 18. 85 2 27 18.93 Grid Loss = 30.09 3 42 19.21 Avail @ Supply= 86.22 4 59 27.42 Below Curve = 10.55 5 1 11 18.85 58. 65 1122.0 75.23 1522.0 Split Pressure= 18. 85 2 26 1B.92 Grid Loss = 29. 65 3 41 19.19 Avail @ Supply= 86.22 4 58 27.31 Below Curve = 10.99 System peaks with Remote Area 2 PETRO2 05/02/01 4:28pm Page 6 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfac1 Kfac2 Press Elev Hose HW Vel Fit 1 BL1 2.227 0.5 0 0 11.4 18. 65 0. 00 0.0 120 32 1VT 2 BL2 2.227 0.5 0 0 11.4 18.85 0. 00 0.0 120 32 1VT 4 GP 4.352 10.0 20 5 0. 00 0.00 0.0 120 32 5 GN1 2.227 4.5 5 6 N 0.00 20.00 0.0 120 32 1T 6 GLl 2.227 15.5 6 7 N 0. 00 24.50 0.0 120 32 1VT 7 GL1 2.227 10. 0 7 8 N 11.4 18.85 24.50 0. 0 120 32 8 GL1 2.227 10.0 8 9 N 11.4 18. 85 24.50 0.0 120 32 9 GL1 2.227 10.0 9 10 N 11.4 18. 85 24.50 0.0 120 32 10 GL1 2.227 10.0 10 11 N 11.4 18. 85 24.50 0. 0 120 32 11 GL1 2.227 10.0 11 12 N 11.4 18.85 24.50 0.0 120 32 12 GL1 2.227 10. 0 12 13 N 11.4 18.85 24.50 0.0 120 32 13 GL1 2.227 10. 0 13 14 N 11.4 18. 85 24.50 0.0 120 32 14 GL1 2.227 10.0 14 15 N 11.4 18. 85 24.50 0.0 120 32 15 GL1 2.227 10. 0 15 16 N 11.4 18. 85 24.50 0. 0 120 32 16 GL1 2.227 9.5 16 17 N 11.4 18.85 24.50 0.0 120 32 1VT 17 GN1 2.227 4.5 17 18 N BL1 0. 00 24.50 0.0 120 32 1T 18 GS 3.352 10.0 18 33 N 0. 00 20.00 0.0 120 32 19 GP 4.352 10.0 35 20 0.00 0.00 0.0 120 32 20 GN2 2.227 4.5 20 21 N 0.00 20. 00 0. 0 120 32 1T 21 GL2 2.227 15.5 21 22 N 0. 00 24.50 0. 0 120 32 1VT 22 GL2 2.227 10.0 22 23 N 11.4 18. 85 24.50 0.0 120 32 23 GL2 2.227 10.0 23 24 N 11.4 18.85 24.50 0. 0 120 32 24 GL2 2.227 10.0 24 25 N 11.4 18.85 24.50 0. 0 120 32 125 GL2 2 .227 10. 0 25 26 N 11.4 18. 85 24.50 0.0 120 32 � 26 GL2 2.227 10.0 26 27 N 11.4 18.85 24.50 0.0 120 32 27 GL2 2 .227 10.0 27 28 N 11.4 18. 85 24.50 0. 0 120 32 28 GL2 2.227 10.0 28 29 N 11.4 18. 85 24.50 0.0 120 32 29 GL2 2.227 10.0 29 30 N 11.4 18. 85 24.50 0.0 120 32 30 GL2 2.227 10.0 30 31 N 11.4 18. 85 24.50 0.0 120 32 31 GL2 2.227 9.5 31 32 N 11.4 18.85 24.50 0. 0 120 32 1VT 32 GN2 2.227 4.5 32 33 N BL1 0.00 24.50 0. 0 120 32 1T 33 GS 3.352 10.0 33 48 N 0.00 20.00 0.0 120 32 34 GP 4.352 10.0 50 35 0.00 0.00 0.0 120 32 35 GN3 2.227 4.5 35 36 N 0.00 20. 00 0.0 120 32 1T 36 GL3 2.227 15.5 36 37 N 0.00 24.50 0. 0 120 32 1VT 37 GL3 2.227 10.0 37 38 N 11.4 18.85 24.50 0. 0 120 32 38 GL3 2.227 10.0 38 39 N 11.4 18. 85 24.50 0. 0 120 32 39 GL3 2.227 10. 0 39 40 N 11.4 18.85 24.50 0. 0 120 32 40 GL3 2.227 10.0 40 41 N 11.4 18.85 24.50 0. 0 120 32 41 GL3 2.227 10.0 41 42 N 11.4 18.85 24.50 0.0 120 32 42 GL3 2.227 10.0 42 43 N 11.4 18.85 24.50 0. 0 120 32 43 GL3 2.227 10. 0 43 44 N 11.4 18. 85 24.50 0. 0 120 32 44 GL3 2.227 10. 0 44 45 N 11.4 18.85 24.50 0. 0 120 32 45 GL3 2.227 10. 0 45 46 N 11.4 18.85 24.50 0. 0 120 32 46 GL3 2.227 9.5 46 47 N 11.4 18. 85 24.50 0.0 120 32 1VT 47 GN3 2.227 4.5 47 48 N BL1 0.00 24.50 0. 0 120 32 1T 48 GS 3.352 10. 0 48 63 N 0. 00 20.00 0. 0 120 32 49 GP 4.352 10.0 65 50 0. 00 0.00 0. 0 120 32 PETRO2 05/02/01 4:28pm Page 7 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 50 GN4 2.227 4.5 50 51 N 0. 00 20. 00 0.0 120 32 1T 51 GL4 2.227 15.5 51 52 N 0.00 24.50 0.0 120 32 1VT 52 GL4 2.227 10. 0 52 53 N 11.4 18.85 24.50 0.0 120 32 53 GL4 2.227 10. 0 53 54 N 11.4 18.85 24.50 0.0 120 32 54 GL4 2.227 10. 0 54 55 N 11.4 18.85 24.50 0.0 120 32 55 GL4 2.227 10.0 55 56 N 11.4 18.85 24.50 0.0 120 32 56 GL4 2.227 10.0 56 57 N 11.4 18.85 24.50 0.0 120 32 57 GL4 2.227 10.0 57 58 N 11.4 18. 85 24.50 0.0 120 32 58 GL4 2.227 10.0 58 59 N 11.4 18.85 24.50 0.0 120 32 59 GL4 2.227 10. 0 59 60 N 11.4 18.85 24.50 0.0 120 32 60 GL4 2.227 10. 0 60 61 N 11.4 18.85 24.50 0.0 120 32 61 GL4 2.227 9.5 61 62 N 11.4 18. 85 24.50 0.0 120 32 1VT 62 GN4 2.227 4.5 62 63 N BL2 0. 00 24.50 0.0 120 32 1T 63 GS 3.352 10. 0 63 68 N 0. 00 20. 00 0.0 120 32 64 GP 4.352 10. 0 70 65 0. 00 0. 00 0.0 120 32 65 GN 2.227 4.5 65 66 N 0. 00 20. 00 0. 0 120 32 1T 66 GL 2.227 115.0 66 67 N 0. 00 24.50 0.0 120 32 2VT 67 GN 2.227 4.5 67 68 N 0. 00 24.50 0.0 120 32 1T 68 GS 3.352 10. 0 68 73 N 0. 00 20. 00 0.0 120 32 69 GP 4.352 10. 0 75 70 0. 00 0. 00 0.0 120 32 70 GN 2.227 4.5 70 71 N 0. 00 20. 00 0.0 120 32 1T 71 GL 2.227 115. 0 71 72 N 0. 00 24.50 0.0 120 32 2VT 72 GN 2.227 4.5 72 73 N 0. 00 24.50 0.0 120 32 1T 73 GS 3.352 10. 0 73 78 N 0. 00 20. 00 0.0 120 32 74 GP 4.352 10. 0 80 75 0. 00 0. 00 0.0 120 32 75 GN 2.227 4.5 75 76 N 0. 00 20. 00 0.0 120 32 1T 76 GL 2.227 115. 0 76 77 N 0. 00 24.50 0.0 120 32 2VT 77 GN 2.227 4.5 77 78 N 0. 00 24.50 0.0 120 32 1T 78 GS 3.352 23.0 78 83 N 0. 00 20. 00 0.0 120 32 2VE 79 GP 4.352 10.0 85 80 0. 00 0.00 0.0 120 32 80 GN 2.227 4.5 80 81 N 0. 00 20. 00 0.0 120 32 1T 81 GL 2.227 127. 0 81 82 N 0. 00 24.50 0.0 120 32 2VT 82 GN 2.227 4.5 82 83 N 0. 00 24.50 0.0 120 32 1T 83 GS 3.352 10.0 83 88 N 0. 00 20. 00 0.0 120 32 84 GP 4.352 10. 0 90 85 0. 00 0. 00 0.0 120 32 85 GN 2.227 4.5 65 86 N 0. 00 20. 00 0.0 120 32 1T 86 GL 2.227 127. 0 86 87 N 0. 00 24.50 0. 0 120 32 2VT 87 GN 2.227 4.5 87 88 N 0. 00 24.50 0.0 120 32 1T 88 GS 3.352 10. 0 88 93 N 0. 00 20. 00 0.0 120 32 89 GP 4.352 10. 0 95 90 0. 00 0. 00 0.0 120 32 90 GN 2.227 4.5 90 91 N 0. 00 20. 00 0.0 120 32 1T 91 GL 2.227 127.0 91 92 N 0. 00 24.50 0. 0 120 32 2VT 92 GN 2.227 4.5 92 93 N 0.00 24.50 0.0 120 32 1T 93 GS 3.352 10.0 93 98 N 0.00 20.00 0.0 120 32 94 GP 4.352 10.0 100 95 0.00 0. 00 0.0 120 32 95 GN 2.227 4.5 95 96 N 0.00 20. 00 0.0 120 32 1T 96 GL 2.227 127.0 96 97 N 0.00 24.50 0.0 120 32 2VT 97 GN 2.227 4.5 97 98 N 0.00 24.50 0. 0 120 32 1T PETR02 05/02/01 4:28pm Page 8 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfac1 Kfac2 Press Elev Hose HW Vel Fit 98 GS 3.352 10.0 98 103 N 0. 00 20.00 0.0 120 32 99 GP 4.352 10. 0 105 100 0. 00 0. 00 0.0 120 32 100 GN 2.227 4.5 100 101 N 0.00 20.00 0.0 120 32 1T 101 GL 2.227 127.0 101 102 N 0. 00 24.50 0.0 120 32 2VT 102 GN 2.227 4.5 102 103 N 0. 00 24.50 0. 0 120 32 1T 103 GS 3.352 10.0 103 108 N 0.00 20.00 0.0 120 32 104 GP 4.352 10.0 110 105 0. 00 0: 00 0.0 120 32 105 GN 2.227 4.5 105 106 N 0. 00 20. 00 0.0 120 32 1T 106 GL 2.227 127.0 106 107 N 0. 00 24.50 0.0 120 32 2VT 107 GN 2.227 4.5 107 108 N 0.00 24.50 0.0 120 32 1T 108 GS 3.352 10.0 108 113 N 0.00 20.00 0.0 120 32 109 GP 4.352 10. 0 115 110 0.00 0.00 0.0 120 32 110 GN 2.227 4.5 110 111 N 0.00 20.00 0.0 120 32 1T 111 GL 2.227 127.0 111 112 N 0. 00 24.50 0.0 120 32 2VT 112 GN 2.227 4.5 112 113 N 0. 00 24.50 0.0 120 32 1T 113 GS 3.352 10.0 113 118 N 0.00 20. 00 0.0 120 32 114 GP 4.352 10. 0 120 115 0. 00 0.00 0.0 120 32 115 GN 2.227 4.5 115 116 N 0. 00 20.00 0.0 120 32 1T 116 GL 2.227 127.0 116 117 N 0. 00 24.50 0. 0 120 32 2VT 117 GN 2.227 4.5 117 118 N 0. 00 24.50 0.0 120 32 1T 118 GS 3.352 10.0 118 123 N 0.00 20. 00 0. 0 120 32 119 GP 5.295 10.0 125 120 0. 00 0.00 0. 0 120 32 120 GN 2.227 4.5 120 121 N 0. 00 20.00 0.0 120 32 1T �21 GL 2.227 127.0 121 122 N 0.00 24.50 0.0 120 32 2VT 122 GN 2.227 4.5 122 123 N 0. 00 24.50 0. 0 120 32 1T 123 GS 3.352 10.0 123 128 N 0.00 20.00 0. 0 120 32 124 GP 5.295 10.0 130 125 0.00 0. 00 0.0 120 32 125 GN 2.227 4.5 125 126 N 0.00 20.00 0.0 120 32 1T 126 GL 2.227 127.0 126 127 N 0.00 24.50 0.0 120 32 2VT 127 GN 2.227 4.5 127 128 N 0.00 24.50 0.0 120 32 1T 128 GS 3.352 10.0 128 133 N 0.00 20. 00 0.0 120 32 129 GP 5.295 52.0 135 130 0.00 0. 00 0.0 120 32 2VE 130 GN 2.227 4.5 130 131 N 0.00 20. 00 0.0 120 32 1T 131 GL 2.227 127. 0 131 132 N 0.00 24.50 0. 0 120 32 2VT 132 GN 2.227 4.5 132 133 N 0.00 24.50 0.0 120 32 1T 133 GS 3.352 10.0 133 138 N 0.00 20. 00 0.0 120 32 134 GP 5.295 6.0 134 135 N 0.00 20.00 0.0 120 32 1VT 135 GN 2.227 6. 0 135 136 N 0.00 20. 00 0. 0 120 32 1T 136 GL 2.227 127.0 136 137 N 0.00 24.50 0. 0 120 32 2VT 137 GN 2.227 4.5 137 138 N 0.00 24.50 0.0 120 32 1T 138 GS 3.352 10.0 138 139 N 0.00 20. 00 0.0 120 32 139 GN 2.227 4.5 139 140 N 0.00 20. 00 0.0 120 32 1T 140 GL 2.227 83.0 140 141 N 0.00 24.50 0.0 120 32 1VT,2VE 141 GN 2.227 4.5 141 142 N 0.00 24.50 0.0 120 32 1T 142 GP 4.352 9.5 142 134 N 0.00 20. 00 0.0 120 32 143 GS 3.352 10.0 139 144 0.00 0.00 0.0 120 32 144 GN 2.227 4.5 144 145 N 0.00 20. 00 0.0 120 32 1T PETRO2 05/02/01 4:28pm Page 9 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 145 GL 2.227 78. 0 145 146 N 0.00 24.50 0.0 120 32 2VT 146 GN 2.227 4.5 146 147 N 0. 00 24.50 0. 0 120 32 1T 147 GP 4.352 10.0 147 142 N 0. 00 20. 00 0.0 120 32 148 GS 3.352 10.0 144 149 0.00 0. 00 0.0 120 32 149 GN 2.227 4.5 149 150 N 0.00 20.00 0.0 120 32 1T 150 GL 2.227 78. 0 150 151 N 0.00 24.50 0.0 120 32 2VT 151 GN 2.227 4.5 151 152 N 0. 00 24.50 0.0 120 32 1T 152 GP 4.352 10. 0 152 147 N 0. 00 20. 00 0.0 120 32 153 GS 3.352 10.0 149 154 0. 00 0. 00 0.0 120 32 154 GN 2.227 4.5 154 155 N 0.00 20. 00 0.0 120 32 1T 155 GL 2.227 78. 0 155 156 N 0. 00 24.50 0.0 120 32 2VT 156 GN 2.227 4. 5 156 157 N 0. 00 24.50 0.0 120 32 1T 157 GP 4.352 10.0 157 152 N 0.00 20. 00 0.0 120 32 158 GS 3.352 10. 0 154 159 0. 00 0. 00 0.0 120 32 159 GN 2.227 4.5 159 160 N 0. 00 20.00 0.0 120 32 1T 160 GL 2.227 78. 0 160 161 N 0. 00 24.50 0.0 120 32 2VT 161 GN 2.227 4.5 161 162 N 0.00 24.50 0.0 120 32 1T 162 GP 4.352 10. 0 162 157 N 0. 00 20. 00 0.0 120 32 163 BU 6.357 0.5 134 0 0.00 0. 00 0.0 120 32 164 RI 6.357 20. 0 0 0 BU 0.00 19. 00 100.0 120 32 1VT, 1GV 165 UG 6.100 150.0 0 0 RI -6.5 0. 00 1. 00 0.0 140 32 4UE, IBKF, IGV, IUT1 166 UG 8.270 200. 0 0 0 0.00 0. 00 400. 0 140 32 1GV, 1UT1 PETRO2 05/02/01 4:28pm Page 10 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Remote Area #2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Perimeter Clockwise (Split K-fac=11.40) C = 120 A 10. 0 PT 18.85 14 Remote Split F 0. 0 PE 0. 00 14 48.9 2.23 T 10.0 0.01736 PF 0.17 4.02 A 10. 0 PT 19. 02 15 49.7=11.40 (19.02) ^.5 F 0. 0 PE 0. 00 15 98.6 2.23 T 10. 0 0.06362 PF 0. 64 8.12 A 9.5 PT 19. 66 16 50.6=11.40 (19.66) ^.5 F 12.2 PE 0. 00 16 149.1 2.23 1VT T 21.7 0.13683 PF 2.97 12.28 A 4.5 PT 22.63 17 F 14.4 PE 1.95 (EL= 4.50 ft) 17 149.1 2.23 1T T 18.9 0.13683 PF 2.58 12.28 A 10.0 PT 27.16 18 F 0.0 PE 0. 00 18 149.1 3.35 T 10. 0 0.01868 PF 0. 19 5.42 A 10.0 PT 27.35 33 150.1 = Pipe No.32 F 0. 0 PE 0.00 33 299.2 3.35 T 10.0 0.06777 PF 0. 68 10.88 A 10. 0 PT 28. 02 48 153.9 = Pipe No.47 F 0. 0 PE 0. 00 ' 48 453.1 3.35 T 10. 0 0.14602 PF 1.46 16.47 A 10. 0 PT 29.49 63 40.0 = Pipe No.62 F 0. 0 PE 0. 00 63 493.1 3.35 T 10. 0 0.17076 PF 1.71 17. 93 A 10.0 PT 31.19 68 -53. 8 = Pipe No.67 F 0. 0 PE 0. 00 68 439.3 3.35 T 10. 0 0.13791 PF 1.38 15.97 A 10. 0 PT 32.57 73 -47. 8 = Pipe No.72 F 0.0 PE 0.00 73 391. 6 3.35 T 10.0 0.11146 PF 1. 11 14.24 A 23.0 PT 33. 69 78 -44.5 = Pipe No.77 F 15.4 PE 0. 00 78 347.1 3.35 2VE T 38.4 0.08917 PF 3.42 12.62 A 10.0 PT 37.11 83 -3.1 = Pipe No.82 F 0.0 PE 0.00 83 344.0 3.35 T 10.0 0.08768 PF 0.88 12.50 A 10.0 PT 37.99 88 -1.6 = Pipe No. 87 F 0. 0 PE 0.00 88 342.4 3.35 T 10. 0 0.08694 PF 0. 87 12.45 A 10. 0 PT 38.85 93 -1.0 = Pipe No.92 F 0. 0 PE 0. 00 93 341.4 3.35 T 10.0 0.08648 PF 0. 86 12.41 A 10.0 PT 39.72 98 -1.6 = Pipe No. 97 'F 0. 0 PE 0.00 98 339.8 3.35 T 10.0 0.08573 PF 0. 86 12.35 A 10.0 PT 40.58 103 -3.1 = Pipe No.102 F 0.0 PE 0.00 103 336.7 3.35 T 10.0 0.08427 PF 0. 84 12.24 PT 41.42 108 Cont. next page PETRO2 05/02/01 4:28pm Page 11 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Remote Area #2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Perimeter Clockwise (Continued from previous page) C = 120 A 10.0 PT 41.42 108 -5.5 = Pipe No.107 F 0.0 PE 0. 00 108 331.2 3.35 T 10.0 0.08176 PF 0.82 12. 04 A 10.0 PT 42.24 113 -0.6 = Pipe No.112 F 0.0 PE 0.00 113 322.6 3.35 T 10.0 0.07788 PF 0.78 11.73 A 10.0 PT 43.02 118 -12.6 = Pipe No. 117 F 0.0 PE 0. 00 118 310.0 3.35 T 10.0 0.07236 PF 0.72 11.27 A 10.0 PT 43.74 123 -17.4 = Pipe No.122 F 0.0 PE 0. 00 123 292.6 3.35 T 10.0 0.06503 PF 0. 65 10.64 A 10. 0 PT 44.39 128 -11.2 = Pipe No. 127 F 0.0 PE 0.00 128 281.4 3.35 T 10.0 0.06049 PF 0.60 10.23 A 10.0 PT 45.00 133 -0.8 = Pipe No.132 F 0.0 PE 0. 00 133 280.6 3.35 T 10.0 0.06018 PF 0. 60 10.20 A 10.0 PT 45. 60 138 -39.9 = Pipe No.137 F 0. 0 PE 0.00 138 240.8 3.35 T 10. 0 0.04532 PF 0.45 8.75 A 10.0 PT 46.05 139 -52.6 = Pipe No. 139 F 0.0 PE 0.00 143 188.1 3.35 T 10.0 0.02872 PF 0.29 6. 84 A 10.0 PT 46.34 144 -49.4 = Pipe No.144 F 0.0 PE 0.00 148 138.8 3.35 T 10.0 0.01635 PF 0.16 5.04 A 10.0 PT 46.50 149 -47.1 = Pipe No.149 F 0.0 PE 0.00 153 91.7 3.35 T 10.0 0.00759 PF 0.08 3.33 A 10.0 PT 46.58 154 -46.0 = Pipe No.154 F 0.0 PE 0.00 158 45.7 3.35 T 10.0 0. 00209 PF 0. 02 1. 66 A 4.5 PT 46.60 159 F 14.4 PE -1.95 (EL= -4.50 ft) 159 45.7 2.23 1T T 18.9 0.01534 PF 0.29 3.76 A 78.0 PT 44.94 160 F 24.4 PE 0.00 160 45.7 2.23 2VT T 102.4 0.01534 PF 1.57 3.76 A 4.5 PT 46.51 161 F 14.4 PE 1.95 (EL= 4.50 ft) 161 45.7 2.23 1T T 18.9 0.01534 PF 0.29 3.76 A 10. 0 PT 48.75 162 F 0. 0 PE 0.00 162 45.7 4.35 T 10.0 0.00059 PF 0.01 0. 99 PT 48.75 157 Cont. next page PETRO2 05/02/01 4:28pm Page 12 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Remote Area #2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Perimeter Clockwise (Continued from previous page) C = 120 A 10. 0 PT 48.75 157 46. 0 = Pipe No.156 F 0.0 PE 0. 00 157 91.7 4.35 T 10.0 0. 00213 PF 0.02 1. 98 A 10.0 PT 48.78 152 47. 1 = Pipe No.151 F 0.0 PE 0. 00 152 138. 8 4.35 T 10.0 0.00458 PF 0. 05 2.99 A 10.0 PT 48. 82 147 49.4 = Pipe No.146 F 0.0 PE 0.00 147 188.1 4.35 T 10.0 0.00805 PF 0.08 4.06 A 9.5 PT 48.90 142 52.6 = Pipe No.141 F 19.9 PE 0.00 142 240.8 4.35 2VET 29.4 0.01271 PF 0.37 5.19 PT 49.28 134 Bulk Jct PETRO2 05/02/01 4:28pm Page 13 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Remote Area #2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Perimeter Counter-Clockwise (Split K-fac=11.40) C = 120 A 10.0 PT 18. 85 14 Remote Split F 0.0 PE 0. 00 13 0.7 2.23 T 10.0 0. 00001 PF 0. 00 0. 05 A 10.0 PT 18. 85 13 49.5=11.40 (18. 85) ^.5 F 0. 0 PE 0. 00 12 50.2 2.23 T 10. 0 0. 01823 PF 0.18 4. 13 A 10. 0 PT 19.03 12 49.7=11.40 (19. 03) ^.5 F 0.0 PE 0.00 11 99.9 2.23 T 10.0 0. 06520 PF 0. 65 8.23 A 10.0 PT 19.68 11 50.6=11.40 (19. 68) ^.5 F 0.0 PE 0.00 10 150.5 2.23 T 10. 0 0. 13912 PF 1.39 12.39 A 10.0 PT 21. 07 10 F 0.0 PE 0. 00 9 150.5 2.23 T 10.0 0. 13912 PF 1.39 12.39 A 10. 0 PT 22.46 9 F 0.0 PE 0.00 8 150.5 2.23 T 10.0 0. 13912 PF 1.39 12.39 A 10.0 PT 23. 85 8 F 0. 0 PE 0. 00 7 150.5 2.23 T 10.0 0. 13912 PF 1.39 12.39 A 15.5 PT 25.25 7 F 12.2 PE 0.00 6 150.5 2.23 1VT T 27.7 0. 13912 PF 3.86 12.39 A 4.5 PT 29.10 6 F 14.4 PE 1.95 (EL= 4.50 ft) 5 150.5 2.23 1T T 18.9 0. 13912 PF 2.63 12.39 A 10.0 PT 33.68 5 F 0.0 PE 0.00 4 150.5 4.35 T 10.0 0. 00533 PF 0.05 3.24 A 10. 0 PT 33.73 20 150.2 = Pipe No.20 F 0. 0 PE 0.00 19 300. 6 4.35 T 10.0 0. 01917 PF 0.19 6.48 A 10. 0 PT 33. 92 35 149.3 = Pipe No.35 F 0.0 PE 0. 00 34 449.9 4.35 T 10.0 0. 04041 PF 0.40 9.70 A 10. 0 PT 34.33 50 78.6 = Pipe No.50 F 0.0 PE 0.00 49 528.5 4.35 T 10.0 0. 05443 PF 0.54 11.40 A 10.0 PT 34. 87 65 53.8 = Pipe No. 65 F 0.0 PE 0.00 64 582.3 4.35 T 10.0 0.06512 PF 0.65 12.56 A 10.0 PT 35.52 70 47.8 = Pipe No.70 F 0. 0 PE 0.00 69 630. 0 4.35 T 10.0 0. 07534 PF 0.75 13.59 A 10.0 PT 36.28 75 44.5 = Pipe No.75 F 0. 0 PE 0.00 74 674.5 4.35 T 10.0 0.08548 PF 0.85 14. 55 PT 37.13 80 Cont. next page PETR02 05/02/01 4:28pm Page 14 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Remote Area #2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Perimeter Counter-Clockwise (Continued from previous page) C = 120 A 10. 0 PT 37.13 80 3. 1 = Pipe No. 80 F 0. 0 PE 0.00 79 677.7 4.35 T 10.0 0. 08622 PF 0. 86 14. 62 A 10.0 PT 37. 99 85 1.6 = Pipe No.85 F 0.0 PE 0.00 84 679.2 4.35 T 10.0 0. 08659 PF 0. 87 14.65 A 10. 0 PT 38. 86 90 1.0 = Pipe No.90 F 0. 0 PE 0. 00 89 680.2 4.35 T 10. 0 0. 08682 PF 0.87 14. 67 A 10.0 PT 39.73 95 1. 6 = Pipe No. 95 F 0.0 PE 0. 00 94 681. 8 4.35 T 10. 0 0. 08720 PF 0. 87 14. 71 A 10. 0 PT 40. 60 100 3.1 = Pipe No. 100 F 0.0 PE 0.00 99 685. 0 4.35 T 10. 0 0. 08794 PF 0.88 14.77 A 10. 0 PT 41.48 105 5.5 = Pipe No.105 F 0. 0 PE 0.00 104 690.4 4.35 T 10. 0 0. 08925 PF 0.89 14. 89 A 10. 0 PT 42.37 110 8. 6 = Pipe No.110 F 0.0 PE 0.00 09 699.0 4.35 T 10. 0 0.09131 PF 0. 91 15. 08 A 10.0 PT 43.28 115 12.6 = Pipe No. 115 F 0. 0 PE 0. 00 114 711.6 4.35 T 10.0 0.09437 PF 0. 94 15. 35 A 10.0 PT 44.23 120 17.4 = Pipe No. 120 F 0.0 PE 0. 00 119 729.0 5.30 T 10.0 0. 03797 PF 0.38 10. 62 A 10.0 PT 44.61 125 11.2 = Pipe No.125 F 0.0 PE 0. 00 124 740.2 5.30 T 10.0 0.03906 PF 0.39 10.78 A 52.0 PT 45. 00 130 0.8 = Pipe No.130 F 21.5 PE 0.00 129 741.0 5.30 2VE T 73.5 0.03913 PF 2. 88 10. 80 A 6.0 PT 47.87 135 39.9 = Pipe No. 135 F 26.5 PE 0.00 134 780.9 5.30 1VT T 32.5 0.04312 PF 1.40 11.38 PT 49.28 134 Bulk Jct PETRO2 05/02/01 4:28pm Page 15 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Remote Area #2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Line 1 Clockwise (Split K-fac=11.40) C = 120 A 10.0 PT 18.85 14 Split Head F 0.0 PE 0.00 14 48.9 2.23 T 10.0 0.01736 PF 0. 17 4.02 A 10.0 PT 19. 02 15 49.7=11. 40 (19. 02) ^.5 F 0.0 PE 0. 00 15 98.6 2.23 T 10.0 0. 06362 PF 0. 64 8.12 A 9.5 PT 19. 66 16 50.6=11.40(19.66) A.5 F 12.2 PE 0. 00 16 149.1 2.23 1VT T 21.7 0.13683 PF 2. 97 12.28 A 4.5 PT 22. 63 17 F 14.4 PE 1. 95 (EL= 4.50 ft) 17 149.1 2.23 1T T 18.9 0.13683 PF 2.58 12.28 PT 27.16 18 Main Jct Line 1 Counter-Clockwise (Split K-fac=11.40) C = 120 A 10.0 PT 18.85 14 Split Head F 0.0 PE 0.00 13 0.7 2.23 T 10.0 0. 00001 PF 0.00 0. 05 A 10. 0 PT 18.85 13 49.5=11.40 (18. 85) A.5 F 0.0 PE 0.00 12 50.2 2.23 T 10.0 0.01823 PF 0. 18 4. 13 A 10.0 PT 19.03 12 49.7=11.40 (19.03) A.5 F 0.0 PE 0.00 11 99.9 2.23 T 10.0 0. 06520 PF 0.65 8.23 A 10.0 PT 19.68 11 50.6=11.40 (19. 68) ^.5 F 0. 0 PE 0.00 10 150.5 2.23 T 10. 0 0.13912 PF 1.39 12.39 A 10.0 PT 21. 07 10 F 0.0 PE 0.00 9 150.5 2.23 T 10.0 0. 13912 PF 1.39 12.39 A 10.0 PT 22.46 9 F 0.0 PE 0.00 8 150.5 2.23 T 10.0 0.13912 PF 1.39 12.39 A 10.0 PT 23.85 8 F 0.0 PE 0.00 7 150.5 2.23 T 10.0 0.13912 PF 1.39 12.39 A 15.5 PT 25.25 7 F 12.2 PE 0.00 6 150.5 2.23 1VT T 27.7 0. 13912 PF 3.86 12.39 A 4.5 PT 29.10 6 F 14.4 PE 1.95 (EL= 4.50 ft) 5 150.5 2.23 1T T 18.9 0.13912 PF 2.63 12.39 PT 33.68 5 Main Jct PETRO2 05/02/01 4:28pm Page 16 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Remote Area #2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Line 2 Clockwise (Split K-fac=11.40) C = 120 A 10.0 PT 18. 95 28 Split Head F 0.0 PE 0. 00 28 0.1 2.23 T 10.0 0.00000 PF 0.00 0. 01 A 10.0 PT 18. 95 29 49. 6=11.40 (18.95)^.5 F 0.0 PE 0.00 29 49.6 2.23 T 10.0 0. 01786 PF 0.18 4. 08 A 10.0 PT 19. 12 30 49.9=11.40 (19. 12) ^.5 F 0.0 PE 0. 00 30 99.5 2.23 T 10.0 0.06468 PF 0. 65 8. 19 A 9.5 PT 19.77 31 50.7=11.40 (19.77) ^.5 F 12.2 PE 0. 00 31 150.1 2.23 1VT T 21.7 0. 13859 PF 3.01 12.37 A 4.5 PT 22.78 32 F 14.4 PE 1.95 (EL= 4.50 ft) 32 150.1 2.23 1T T 18.9 0.13859 PF 2.62 12.37 PT 27.35 33 Main Jct Line 2 Counter-Clockwise (Split K-fac=11.40) C = 120 A 10. 0 PT 18. 95 28 Split Head F 0. 0 PE 0.00 27 49.7 2.23 T 10.0 0.01789 PF 0. 18 4.09 A 10. 0 PT 19. 13 27 49.9=11.40(19.13) A.5 F 0.0 PE 0.00 26 99.5 2.23 T 10.0 0.06474 PF 0.65 8.20 A 10.0 PT 19.77 26 50.7=11.40 (19.77) A.5 F 0.0 PE 0.00 25 150.2 2.23 T 10.0 0.13868 PF 1.39 12.37 A 10.0 PT 21.16 25 F 0.0 PE 0.00 24 150.2 2.23 T 10.0 0.13868 PF 1.39 12.37 A 10.0 PT 22.55 24 F 0. 0 PE 0. 00 23 150.2 2.23 T 10.0 0.13868 PF 1.39 12.37 A 10.0 PT 23.93 23 F 0. 0 PE 0.00 22 150.2 2.23 T 10.0 0.13868 PF 1.39 12.37 A 15.5 PT 25.32 22 F 12.2 PE 0.00 21 150.2 2.23 1VT T 27.7 0. 13868 PF 3.84 12.37 A 4.5 PT 29.16 21 F 14.4 PE 1.95 (EL= 4.50 ft) 20 150.2 2.23 1T T 18.9 0.13868 PF 2.62 12.37 PT 33.73 20 Main Jct PETRO2 05/02/01 4:28pm Page 17 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Remote Area #2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Line 3 Clockwise (Split K-fac=11.40) C = 120 A 10. 0 PT 19.30 43 Split Head F 0.0 PE 0. 00 43 2.2 2.23 T 10. 0 0. 00006 PF 0. 00 0. 18 A 10. 0 PT 19.30 44 50. 1=11.40 (19.30) ^.5 F 0. 0 PE 0. 00 44 52.3 2.23 T 10. 0 0.01972 PF 0.20 4.31 A 10.0 PT 19.50 45 50.4=11.40 (19.50) ^.5 F 0.0 PE 0. 00 45 102.7 2.23 T 10.0 0. 06861 PF 0. 69 8.46 A 9.5 PT 20.19 46 51.2=11.40 (20. 19) ^.5 F 12.2 PE 0. 00 46 153. 9 2.23 1VT T 21.7 0.14506 PF 3.15 12. 67 A 4.5 PT 23.34 47 F 14.4 PE 1. 95 (EL= 4.50 ft) 47 153. 9 2.23 1T T 18.9 0.14506 PF 2.74 12. 67 PT 28.02 48 Main Jct Line 3 Counter-Clockwise (Split K-fac=11.40) C = 120 A 10. 0 PT 19.30 43 Split Head F 0. 0 PE 0. 00 42 47. 9 2.23 T 10. 0 0. 01671 PF 0. 17 3.94 A 10.0 PT 19.47 42 50.3=11.40 (19. 47) ^.5 F 0.0 PE 0. 00 41 98.2 2.23 T 10.0 0.06313 PF 0. 63 8. 08 A 10. 0 PT 20. 10 41 51.1=11.40 (20. 10) ^.5 F 0. 0 PE 0. 00 40 149.3 2.23 T 10.0 0. 13709 PF 1.37 12.29 A 10. 0 PT 21.47 40 F 0. 0 PE 0. 00 39 149.3 2.23 T 10.0 0.13709 PF 1.37 12.29 A 10.0 PT 22.84 39 F 0.0 PE 0.00 38 149.3 2.23 T 10.0 0.13709 PF 1.37 12.29 A 10. 0 PT 24.21 38 F 0. 0 PE 0.00 37 149.3 2.23 T 10. 0 0.13709 PF 1.37 12.29 A 15.5 PT 25.59 37 F 12.2 PE 0. 00 36 149.3 2.23 1VT T 27.7 0.13709 PF 3. 80 12.29 A 4.5 PT 29.39 36 F 14.4 PE 1. 95 (EL= 4.50 ft) 35 149.3 2.23 1T T 18.9 0.13709 PF 2.59 12.29 PT 33.92 35 Main Jct PETR02 05/02/01 4:28pm Page 18 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Remote Area #2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Line 4 Clockwise (Split K-fac=11.40) C = 120 A 9.5 PT 27. 05 61 Split Head F 12.2 PE 0. 00 61 40.0 2.23 1VT T 21.7 0.01200 PF 0.26 3.30 A 4.5 PT 27.31 62 F 14.4 PE 1. 95 (EL= 4.50 ft) 62 40.0 2.23 1T T 18.9 0.01200 PF 0.23 3.30 PT 29.49 63 Main Jct Line 4 Counter-Clockwise (Split K-fac=11.40) C = 120 A 10.0 PT 27. 05 61 Split Head F 0.0 PE 0. 00 60 19.3 2.23 T 10.0 0. 00311 PF 0. 03 1.59 A 10.0 PT 27. 08 60 59.3=11.40(27.08) ^.5 F 0.0 PE 0.00 59 78.6 2.23 T 10.0 0.04185 PF 0.42 6.47 A 10.0 PT 27.50 59 F 0.0 PE 0. 00 58 78.6 2.23 T 10.0 0.04185 PF 0.42 6.47 A 10.0 PT 27. 92 58 F 0.0 PE 0. 00 57 78. 6 2.23 T 10.0 0.04185 PF 0.42 6.47 A 10.0 PT 28.34 57 F 0.0 PE 0. 00 56 78.6 2.23 T 10.0 0.04185 PF 0.42 6.47 A 10.0 PT 28.75 56 F 0.0 PE 0. 00 55 78.6 2.23 T 10.0 0.04185 PF 0.42 6.47 A 10.0 PT 29. 17 55 F 0.0 PE 0. 00 54 78.6 2.23 T 10.0 0.04185 PF 0.42 6.47 A 10.0 PT 29.59 54 F 0.0 PE 0. 00 53 78.6 2.23 T 10.0 0.04185 PF 0. 42 6.47 A 10.0 PT 30. 01 53 F 0.0 PE 0. 00 52 78.6 2.23 T 10.0 0.04185 PF 0.42 6.47 A 15.5 PT 30.43 52 F 12.2 PE 0. 00 51 78.6 2.23 1VT T 27.7 0.04185 PF 1.16 6.47 A 4.5 PT 31.59 51 F 14.4 PE 1.95 (EL= 4.50 ft) 50 78.6 2.23 1T T 18.9 0.04185 PF 0.79 6.47 PT 34.33 50 Main Jct PETRO2 05/02/01 4:28pm Page 19 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Remote Area #2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 A 0.5 PT 49.28 134 Grid Jct 1021.6=145.54 (49.28) ^.5 F 0.0 PE 0. 00 163 1021.6 6.36 T 0.5 0.02911 PF 0. 01 10.33 PT 49.29 164 Riser C = 120 A 20.0 PT 49.29 164 Top of Riser 100. 0 gpm = Hose F 35.2 PE 8.23 (EL= 19. 00 ft) 164 1121.6 6.36 1VT 1GV T 55.2 0.03460 PF 1.91 11.34 PT 59.43 165 B.O.R. K-factor for Riser = 1121. 6/ (59.43)^.5 = 145.49 Under ground C = 140 A 150.0 PT 59.43 165 B.O.R. F 61.1 PE 0.43 (EL= 1. 00 ft) 165 1121. 6 6.10 4UE 1BKF T 211. 1 0.03180 PF 13.21 12.31 1BKF = 6.50# 1GV 1UT1 A 200. 0 PT 73. 07 166 400.0 gpm = Hose F 30. 0 PE 0.00 166 1521.6 8.27 1GV lUTl T 230. 0 0. 01270 PF 2.92 9. 09 PT 75. 99 167 Supply Jct Available flow at 75.99 psi is 2502.7 gpm which is 981.1 gpm from curve. Supply pressure available with 1521.6 gpm flowing is 86.23 psi, thus system requirement is 10.24 psi below supply curve. (11.9%) PETRO2 05/02/01 4:28pm Page 20 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Node Detail Remote Area #2 Discharge Pressure Outlet Elevation Node (gpm) (psi) K-Value Source (ft) Comments 5 - 33. 68 20. 00 6 - 29. 10 24.50 7 - 25.25 24.50 8 - 23. 85 24.50 9 - 22.46 24.50 10 - 21. 07 24.50 11 50.6 19. 68 Orif=11.40 24.50 12 49.7 19. 03 Orif=11.40 24.50 13 49.5 18. 85 Orif=11.40 24.50 14 49.5 18. 85 Orif=11.40 24.50 Split: Line 1 15 49.7 19. 02 Orif=11.40 24.50 16 50. 6 19. 66 Orif=11.40 24.50 17 - 22. 63 24.50 18 - 27.16 20. 00 20 - 33.73 20. 00 21 - 29.16 24.50 22 - 25.32 24.50 23 - 23. 93 24.50 24 - 22.55 24.50 25 - 21.16 24.50 26 50.7 19.77 Orif=11.40 24.50 27 49.9 19.13 Orif=11.40 24.50 )28 49. 6 18. 95 Orif=11.40 24.50 Split: Line 2 29 49.6 18. 95 Orif=11.40 24.50 30 49.9 19. 12 Orif=11.40 24.50 31 50.7 19.77 Orif=11.40 24.50 32 - 22.78 24.50 33 - 27.35 20. 00 35 - 33. 92 20. 00 36 - 29.39 24.50 37 - 25.59 24.50 38 - 24.21 24.50 39 - 22.84 24.50 40 - 21.47 24.50 41 51.1 20.10 Orif=11.40 24.50 42 50.3 19.47 Orif=11.40 24.50 43 50.1 19.30 Orif=11.40 24.50 Split: Line 3 44 50.1 19.30 Orif=11.40 24.50 45 50.4 19.50 Orif=11.40 24.50 46 51.2 20.19 Orif=11.40 24.50 47 - 23.34 24.50 48 - 28. 02 20. 00 50 - 34.33 20.00 51 - 31.59 24.50 52 - 30.43 24. 50 53 - 30. 01 24.50 54 - 29.59 24.50 55 - 29.17 24.50 56 - 28.75 24.50 PETRO2 05/02/01 4:28pm Page 21 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Node Detail Remote Area #2 Discharge Pressure Outlet Elevation Node (gpm) (psi) K-Value Source (ft) Comments 57 - 28.34 24.50 58 - 27. 92 24.50 59 - 27.50 24.50 60 59.3 27. 08 Orif=11.40 24.50 61 59.3 27. 05 Orif=11.40 24.50 Split: Line 4 62 - 27.31 24.50 63 - 29.49 20.00 65 - 34. 87 20. 00 66 - 32.53 24.50 67 - 29.64 24.50 68 - 31.19 20.00 70 - 35.52 20. 00 71 - 33.26 24.50 72 - 30. 94 24.50 73 - 32.57 20. 00 75 - 36.28 20. 00 76 - 34. 05 24.50 77 - 32. 01 24.50 78 - 33. 69 20. 00 80 - 37. 13 20. 00 81 - 35.18 24.50 82 - 35.16 24.50 83 - 37.11 20. 00 85 - 37.99 20. 00 86 - 36. 04 24.50 87 - 36.04 24.50 88 - 37.99 20.00 90 - 38. 86 20.00 91 - 36.91 24.50 92 - 36. 91 24.50 93 - 38. 85 20. 00 95 - 39.73 20. 00 96 - 37.78 24.50 97 - 37.77 24.50 98 - 39.72 20. 00 100 - 40. 60 20. 00 101 - 38.65 24.50 102 - 38. 63 24.50 103 - 40.58 20. 00 105 - 41.46 20. 00 106 - 39.52 24.50 107 - 39.48 24.50 108 - 41.42 20. 00 110 - 42.37 20.00 111 - 40.41 24.50 112 - 40.30 24.50 113 - 42.24 20.00 115 - 43.28 20. 00 116 - 41.31 24.50 PETRO2 05/02/01 4:28pm Page 22 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Node Detail Remote Area #2 Discharge Pressure Outlet Elevation Node (gpm) (psi) K-Value Source (ft) Comments 117 - 41.10 24.50 118 - 43.02 20.00 120 - 44.23 20.00 121 - 42.23 24.50 122 - 41. 84 24.50 123 - 43.74 20.00 125 - 44. 61 20.00 126 - 42. 64 24.50 127 - 42.46 24.50 128 - 44.39 20.00 130 - 45.00 20.00 131 - 43.05 24.50 132 - 43.05 24.50 133 - 45.00 20.00 134 - 49.28 Feed Jct 20.00 135 - 47.87 20.00 136 - 45.68 24.50 137 - 43.87 24.50 138 - 45. 60 20. 00 139 - 46.05 20. 00 140 - 44.48 24.50 11 141 - 46.58 24.50 42 - 48. 90 20.00 144 - 46.34 20.00 145 - 44.72 24.50 146 - 46.54 24.50 147 - 48. 82 20.00 149 - 46.50 20.00 150 - 44. 86 24.50 151 - 46.52 24.50 152 - 48.78 20.00 154 - 46.58 20.00 155 - 44. 92 24.50 156 - 46.51 24.50 157 - 48.75 20.00 159 - 46. 60 20.00 160 - 44. 94 24.50 161 - 46.51 24.50 162 - 48.75 20.00 164 100.0 49.29 Hose BU 20.00 165 - 59.43 1.00 166 400.0 73.07 Hose 0.00 167 - 75.99 Supply 0.00 PETRO2 05/02/01 4:28pm Page 23 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Pipe Detail Remote Area #2 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 4 4.35 10. 0 10.0 0. 00 -150.4 0.0053 0. 05 3.2 20 5 33.73 33.68 5 2.23 4.5 18.9 -4.50 -150.4 0.1391 2. 63 12.4 5 6 33.68 29.10 Fit= 14. 4 1T 6 2.23 15.5 27.7 0. 00 -150.4 0.1391 3.86 12.4 6 7 29.10 25.25 Fit= 12.2 1VT 7 2.23 10. 0 10.0 0. 00 -150.4 0.1391 1.39 12.4 7 8 25.25 23.85 8 2.23 10. 0 10.0 0.00 -150.4 0.1391 1.39 12.4 8 9 23.85 22.46 9 2.23 10. 0 10. 0 0.00 -150.4 0.1391 1.39 12.4 9 10 22.46 21.07 10 2.23 10. 0 10.0 0.00 -150.4 0.1391 1.39 12.4 10 11 21.07 19.68 11 2.23 10. 0 10.0 0. 00 -99.9 0. 0652 0. 65 6.2 11 12 19.68 19.03 12 2.23 10. 0 10.0 0. 00 -50. 1 0. 0182 0. 18 4.1 12 13 19.03 18.85 13 2.23 10.0 10.0 0.00 -0.6 0. 0000 0. 00 0.1 13 14 18.85 18.85 14 2.23 10. 0 10.0 0. 00 48. 9 0. 0174 0. 17 4. 0 14 15 18.85 19. 02 15 2.23 10. 0 10.0 0. 00 98.6 0.0636 0. 64 8. 1 15 16 19.02 19. 66 16 2.23 9.5 21.7 0. 00 149.1 0.1368 2.97 12.3 16 17 19.66 22.63 Fit= 12.2 1VT 17 2.23 4.5 18.9 4.50 149.1 0.1368 2.58 12.3 17 18 22.63 27.16 Fit= 14.4 1T 18 3.35 10. 0 10. 0 0.00 149.1 0.0187 0.19 5.4 18 33 27.16 27.35 19 4.35 10. 0 10.0 0.00 -300.6 0.0192 0.19 6.5 35 20 33.92 33.73 20 2.23 4.5 18.9 -4.50 -150.2 0.1387 2.62 12.4 20 21 33.73 29.16 Fit= 14.4 1T 21 2.23 15.5 27.7 0. 00 -150.2 0.1387 3. 84 12.4 21 22 29.16 25.32 Fit= 12.2 1VT 22 2.23 10. 0 10.0 0. 00 -150.2 0.1387 1.39 12. 4 22 23 25.32 23.93 23 2.23 10. 0 10.0 0. 00 -150.2 0.1387 1.39 12.4 23 24 23.93 22.55 24 2.23 10. 0 10.0 0. 00 -150.2 0.1387 1.39 12.4 24 25 22.55 21.16 25 2.23 10.0 10.0 0.00 -150.2 0.1387 1.39 12.4 25 26 21.16 19.77 26 2.23 10. 0 10. 0 0.00 -99.5 0.0647 0.65 8.2 26 27 19.77 19.13 27 2.23 10. 0 10. 0 0.00 -49. 6 0.0179 0. 18 4.1 27 28 19.13 18. 95 PETR02 05/02/01 4:28pm Page 24 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Pipe Detail Remote Area $#2 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 28 2.23 10.0 10.0 0.00 0.1 0. 0000 0. 00 0. 0 28 29 18.95 18.95 29 2.23 10.0 10.0 0.00 49.6 0. 0179 0.18 4.1 29 30 18.95 19.12 30 2.23 10. 0 10.0 0. 00 99.5 0.0647 0. 65 8.2 30 31 19.12 19.77 31 2.23 9.5 21.7 0. 00 150.1 0.1386 3.01 12.4 31 32 19.77 22.78 Fit= 12.2 1VT 32 2.23 4.5 18.9 4.50 150.1 0.1386 2. 62 12.4 32 33 22.78 27.35 Fit= 14.4 1T 33 3.35 10. 0 10.0 0. 00 299.2 0. 0678 0. 68 10.9 33 48 27.35 28.02 34 4.35 10.0 10.0 0. 00 -449.9 0.0404 0.40 9.7 50 35 34.33 33.92 35 2.23 4.5 18.9 -4.50 -149.2 0.1371 2.59 12.3 35 36 33.92 29.39 Fit= 14.4 1T 36 2.23 15.5 27.7 0. 00 -149.2 0. 1371 3.80 12.3 36 37 29.39 25.59 Fit= 12.2 1VT 37 2.23 10.0 10.0 0. 00 -149.2 0. 1371 1.37 12.3 37 38 25.59 24.21 38 2.23 10. 0 10.0 0. 00 -149.2 0. 1371 1.37 12.3 38 39 24.21 22.84 � 39 2.23 10. 0 10.0 0.00 -149.2 0.1371 1.37 12.3 39 40 22.84 21.47 40 2.23 10. 0 10.0 0.00 -149.2 0.1371 1.37 12.3 40 41 21.47 20.10 41 2.23 10.0 10.0 0. 00 -98.1 0.0631 0. 63 8. 1 41 42 20.10 19.47 42 2.23 10.0 10.0 0. 00 -47.8 0.0167 0.17 3. 9 42 43 19.47 19.30 43 2.23 10. 0 10.0 0. 00 2.2 0.0001, 0. 00 0.2 43 44 19.30 19.30 44 2.23 10.0 10.0 0. 00 52.3 0.0197 0.20 4.3 44 45 19.30 19.50 45 2.23 10. 0 10.0 0. 00 102.7 0.0686 0. 69 8.5 45 46 19.50 20.19 46 2.23 9.5 21.7 0. 00 153.9 0.1451 3. 15 12.7 46 47 20. 19 23.34 Fit= 12.2 1VT 47 2.23 4.5 18.9 4.50 153.9 0.1451 2.74 12.7 47 48 23.34 28.02 Fit= 14.4 1T 48 3.35 10. 0 10. 0 0. 00 453.1 0.1460 1.46 16.5 48 63 28. 02 29.49 49 4.35 10. 0 10.0 0. 00 -528.5 0.0544 0.54 11.4 65 50 34. 87 34.33 50 2.23 4.5 18.9 -4.50 -78.6 0.0418 0.79 6.5 50 51 34.33 31.59 Fit= 14.4 1T 51 2.23 15.5 27.7 0.00 -78.6 0. 0418 1. 16 6.5 51 52 31.59 30.43 Fit= 12.2 1VT PETR02 05/02/01 4:28pm Page 25 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Pipe Detail Remote Area #2 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 52 2.23 10.0 10. 0 0. 00 -78.6 0.0418 0.42 6.5 52 53 30.43 30.01 53 2.23 10.0 10. 0 0.00 -78. 6 0.0418 0.42 6.5 53 54 30. 01 29.59 54 2.23 10. 0 10.0 0. 00 -78.6 0.0418 0.42 6.5 54 55 29.59 29.17 55 2.23 10. 0 10.0 0. 00 -78. 6 0.0418 0.42 6.5 55 56 29.17 28.75 56 2.23 10. 0 10.0 0.00 -78.6 0.0418 0.42 6.5 56 57 28.75 28.34 57 2.23 10.0 10.0 0.00 -78. 6 0.0418 0.42 6.5 57 58 28.34 27.92 58 2.23 10. 0 10.0 0. 00 -78.6 0.0418 0.42 6.5 58 59 27.92 27.50 59 2.23 10.0 10. 0 0.00 -78.6 0.0418 0.42 6.5 59 60 27.50 27.08 60 2.23 10.0 10.0 0.00 -19.3 0.0031 0.03 1.6 60 61 27.08 27.05 61 2.23 9.5 21.7 0. 00 40. 0 0.0120 0.26 3.3 61 62 27. 05 27.31 Fit= 12.2 1VT 62 2.23 4.5 16.9 4.50 40. 0 0.0120 0.23 3.3 62 63 27.31 29.49 Fit= 14.4 1T 63 3.35 10. 0 10. 0 0.00 493. 1 0.1708 1.71 17.9 63 68 29.49 31.19 64 4.35 10.0 10.0 0. 00 -582.3 0.0651 0.65 12.6 70 65 35.52 34. 87 65 2.23 4.5 18.9 -4.50 -53.8 0. 0208 0.39 4.4 65 66 34.87 32.53 Fit= 14.4 1T 66 2.23 115.0 139.4 0.00 -53. 8 0.0208 2.89 4.4 66 67 32.53 29. 64 Fit= 24.4 2VT 67 2.23 4.5 18.9 4.50 -53.8 0.0208 0.39 4.4 67 68 29.64 31.19 Fit= 14.4 1T 68 3.35 10. 0 10.0 0.00 439.3 0.1379 1.38 16.0 68 73 31. 19 32.57 69 4.35 10.0 10.0 0. 00 -630. 0 0.0753 0.75 13. 6 75 70 36.28 35.52 70 2.23 4.5 18.9 -4.50 -47.7 0.0166 0.31 3.9 70 71 35.52 33.26 Fit= 14.4 1T 71 2.23 115. 0 139.4 0.00 -47.7 0.0166 2.32 3. 9 71 72 33.26 30.94 Fit= 24.4 2VT 72 2.23 4.5 18. 9 4.50 -47.7 0.0166 0.31 3.9 72 73 30.94 32.57 Fit= 14.4 1T 73 3.35 10.0 10.0 0. 00 391.6 0.1115 1. 11 14.2 73 78 32.57 33. 69 74 4.35 10.0 10.0 0.00 -674.5 0.0855 0. 85 14.5 80 75 37.13 36.28 75 2.23 4.5 18.9 -4.50 -44.5 0.0146 0.28 3.7 75 76 36.28 34. 05 Fit= 14.4 1T PETRO2 05/02/01 4:28pm Page 26 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Pipe Detail Remote Area #2 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 76 2.23 115.0 139.4 0.00 -44.5 0.0146 2.04 3.7 76 77 34.05 32.01 Fit= 24.4 2VT 77 2.23 4.5 18. 9 4.50 -44.5 0.0146 0.28 3.7 77 78 32. 01 33.69 Fit= 14.4 1T 78 3.35 23.0 38.4 0. 00 347.1 0. 0892 3.42 12.6 78 83 33.69 37.11 Fit= 15.4 2VE 79 4.35 10.0 10. 0 0. 00 -677. 6 0. 0862 0.86 14.6 85 80 37. 99 37.13 80 2.23 4.5 18.9 -4.50 -3.1 0.0001 0.00 0.3 80 81 37. 13 35.18 Fit= 14.4 1T 81 2.23 127.0 151.4 0. 00 -3.1 0.0001 0.02 0.3 81 82 35.18 35.16 Fit= 24.4 2VT 82 2.23 4.5 18. 9 4.50 -3.1 0. 0001 0.00 0.3 82 83 35. 16 37.11 Fit= 14.4 1T 83 3.35 10.0 10.0 0. 00 344. 0 0.0877 0. 88 12.5 83 88 37. 11 37.99 84 4.35 10.0 10. 0 0.00 -679.2 0.0866 0.87 14.6 90 85 38. 86 37.99 85 2.23 4.5 18. 9 -4.50 -1:6 0.0000 0.00 0.1 85 86 37. 99 36. 04 Fit= 14.4 1T 86 2.23 127.0 151.4 0. 00 -1.6 0.0000 0.00 0.1 86 87 36. 04 36.04 Fit= 24.4 2VT 87 2.23 4.5 18.9 4.50 -1.6 0.0000 0.00 0.1 87 88 36. 04 37.99 Fit= 14.4 1T 88 3.35 10.0 10. 0 0.00 342.4 0.0869 0.87 12.4 88 93 37.99 38.85 89 4.35 10. 0 10. 0 0. 00 -680.2 0.0868 0.87 14.7 95 90 39.73 38. 86 90 2.23 4.5 18.9 -4.50 -1.0 0.0000 0.00 0.1 90 91 38. 86 36.91 Fit= 14.4 1T 91 2.23 127.0 151.4 0.00 -1.0 0. 0000 0.00 0.1 91 92 36.91 36.91 Fit= 24.4 2VT 92 2.23 4.5 18. 9 4.50 -1. 0 0. 0000 0.00 0.1 92 93 36.91 38.85 Fit= 14.4 1T 93 3.35 10. 0 10.0 0.00 341.4 0.0865 0.86 12.4 93 98 38.85 39.72 94 4.35 10.0 10.0 0. 00 -681.8 0.0872 0. 87 14.7 100 95 40.60 39.73 95 2.23 4.5 18. 9 -4.50 -1. 6 0. 0000 0.00 0.1 95 96 39.73 37.78 Fit= 14.4 1T 96 2.23 127.0 151.4 0.00 -1.6 0.0000 0.00 0.1 96 97 37.78 37.77 Fit= 24.4 2VT 97 2.23 4.5 18. 9 4.50 -1.6 0.0000 0.00 0.1 97 98 37.77 39.72 Fit= 14.4 1T 98 3.35 10.0 10.0 0.00 339.8 0.0857 0.86 12.4 98 103 39.72 40.58 99 4.35 10.0 10. 0 0. 00 -684.9 0.0879 0.88 14.8 105 100 41.48 40.60 PETRO2 05/02/01 4:28pm Page 27 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Pipe Detail Remote Area #2 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 100 2.23 4.5 18.9 -4.50 -3.1 0.0001 0.00 0.3 100 101 40. 60 38.65 Fit= 14.4 1T 101 2.23 127. 0 151.4 0. 00 -3.1 0.0001 0.02 0.3 101 102 38. 65 38.63 Fit= 24.4 2VT 102 2.23 4.5 18. 9 4.50 -3.1 0.0001 0.00 0.3 102 103 38. 63 40.56 Fit= 14.4 1T 103 3.35 10.0 10.0 0. 00 336.7 0.0843 0.84 12.2 103 108 40.58 41.42 104 4.35 10.0 10. 0 0.00 -690.4 0.0892 0.89 14.9 110 105 42.37 41.48 105 2.23 4.5 18. 9 -4.50 -5.5 0. 0003 0.01 0.5 105 106 41.48 39.52 Fit= 14.4 1T 106 2.23 127.0 151.4 0. 00 -5.5 0. 0003 0.05 0.5 106 107 39.52 39.48 Fit= 24.4 2VT 107 2.23 4.5 18.9 4.50 -5.5 0.0003 0.01 0.5 107 108 39.48 41.42 Fit= 14.4 1T 108 3.35 10.0 10.0 0. 00 331.2 0. 0818 0.82 12. 0 108 113 41.42 42 .24 109 4.35 10.0 10.0 0. 00 -699.0 0. 0913 0.91 15. 1 115 110 43.28 42.37 110 2.23 4.5 18. 9 -4.50 -8. 6 0. 0007 0.01 0.7 110 111 42.37 40.41 Fit= 14.4 1T 111 2.23 127.0 151.4 0. 00 -8. 6 0.0007 0. 11 0.7 111 112 40.41 40.30 Fit= 24.4 2VT 112 2.23 4.5 18. 9 4.50 -8. 6 0. 0007 0.01 0.7 112 113 40.30 42.24 Fit= 14.4 1T 113 3.35 10.0 10. 0 0. 00 322.6 0. 0779 0.78 11.7 113 118 42.24 43.02 114 4.35 10.0 10. 0 0. 00 -711.6 0. 0944 0.94 15.3 120 115 44.23 43.28 115 2.23 4.5 18.9 -4.50 -12. 6 0.0014 0.03 1.0 115 116 43.28 41.31 Fit= 14.4 1T 116 2.23 127.0 151.4 0.00 -12. 6 0.0014 0.21 1.0 116 117 41.31 41.10 Fit= 24.4 2VT 117 2.23 4.5 18.9 4.50 -12. 6 0.0014 0.03 1.0 117 118 41. 10 43.02 Fit= 14.4 1T 118 3.35 10.0 10. 0 0. 00 310.0 0.0724 0.72 11.3 118 123 43. 02 43.74 119 5.30 10. 0 10.0 0.00 -729. 0 0. 0380 0.38 10. 6 125 120 44. 61 44.23 120 2.23 4.5 18. 9 -4.50 -17.4 0.0026 0.05 1.4 120 121 44.23 42.23 Fit= 14.4 1T 121 2.23 127.0 151.4 0.00 -17.4 0.0026 0.39 1.4 121 122 42.23 41. 84 Fit= 24.4 2VT 122 2.23 4.5 18. 9 4.50 -17.4 0.0026 0.05 1.4 122 123 41. 84 43.74 Fit= 14.4 1T 123 3.35 10.0 10. 0 0. 00 292. 6 0. 0650 0.65 10.6 123 128 43.74 44.39 PETRO2 05/02/01 4:28pm Page 28 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Pipe Detail Remote Area #2 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 124 5.30 10.0 10. 0 0. 00 -740.2 0. 0391 0.39 10.8 130 125 45.00 44.61 125 2.23 4.5 18.9 -4.50 -11.2 0. 0011 0.02 0.9 125 126 44.61 42.64 Fit= 14.4 1T 126 2.23 127.0 151.4 0. 00 -11.2 0.0011 0.17 0.9 126 127 42.64 42.46 Fit= 24.4 2VT 127 2.23 4.5 18. 9 4.50 -11.2 0. 0011 0.02 0. 9 127 128 42.46 44.39 Fit= 14.4 1T 128 3.35 10.0 10. 0 0. 00 281.4 0. 0605 0.60 10.2 128 133 44.39 45.00 129 5.30 52.0 73.5 0. 00 -741.0 0. 0391 2.88 10. 8 135 130 47.87 45.00 Fit= 21.5 2VE 130 2.23 4.5 18.9 -4.50 -0.8 0. 0000 0.00 0.1 130 131 45.00 43.05 Fit= 14.4 1T 131 2.23 127.0 151.4 0. 00 -0.8 0.0000 0.00 0.1 131 132 43.05 43.05 Fit= 24.4 2VT 132 2.23 4.5 18. 9 4.50 -0.8 0.0000 0.00 0. 1 132 133 43.05 45.00 Fit= 14.4 1T 133 3.35 10. 0 10. 0 0. 00 280.6 0. 0602 0.60 10.2 133 138 45.00 45.60 )34 5.30 6. 0 32.5 0. 00 -780.8 0.0431 1.40 11.4 134 135 49.28 47.87 Fit= 26.5 1VT 135 2.23 6. 0 20.4 -4.50 -39. 9 0. 0119 0.24 3.3 135 136 47. 87 45.68 Fit= 14.4 1T 136 2.23 127.0 151.4 0.00 -39.9 0.0119 1.81 3.3 136 137 45.68 43.87 Fit= 24.4 2VT 137 2.23 4.5 18. 9 4.50 -39.9 0. 0119 0.23 3.3 137 138 43. 87 45. 60 Fit= 14.4 1T 138 3.35 10.0 10. 0 0. 00 240.8 0.0453 0.45 8.8 138 139 45.60 46.05 139 2.23 4.5 18. 9 -4.50 52.6 0.0199 0.38 4.3 139 140 46.05 44.48 Fit= 14.4 1T 140 2.23 83. 0 105.3 0. 00 52.6 0.0199 2. 10 4.3 140 141 44.48 46.58 Fit= 22.3 1VT 2VE 141 2.23 4.5 18.9 4.50 52.6 0. 0199 0.38 4.3 141 142 46.58 48.90 Fit= 14.4 1T 142 4.35 9.5 29. 4 0. 00 240.8 0. 0127 0.37 5.2 142 134 48.90 49.28 143 3.35 10.0 10. 0 0. 00 188.1 0. 0287 0.29 6.8 139 144 46.05 46.34 144 2.23 4.5 18. 9 -4.50 49.4 0.0177 0.33 4.1 144 145 46.34 44.72 Fit= 14.4 1T 145 2.23 78. 0 102.4 0. 00 49.4 0. 0177 1.81 4.1 145 146 44.72 46.54 Fit= 24.4 2VT 146 2.23 4.5 18. 9 4.50 49.4 0. 0177 0.33 4.1 146 147 46.54 46.82 Fit= 14.4 1T 147 4.35 10.0 10. 0 0. 00 188.1 0. 0081 0.08 4.1 147 142 48. 82 48.90 PETRO2 05/02/01 4:28pm Page 29 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Pipe Detail Remote Area #2 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 148 3.35 10. 0 10.0 0.00 138.8 0.0163 0.16 5.0 144 149 46.34 46.50 149 2.23 4.5 18.9 -4.50 47.1 0.0162 0.31 3. 9 149 150 46.50 44.86 Fit= 14.4 1T 150 2.23 78. 0 102.4 0. 00 47.1 0.0162 1. 66 3.9 150 151 44.86 46.52 Fit= 24.4 2VT 151 2.23 4.5 18. 9 4.50 47.1 0.0162 0.31 3. 9 151 152 46.52 48.78 Fit= 14.4 1T 152 4.35 10.0 10.0 0.00 138.8 0. 0046 0.05 3. 0 152 147 48.78 48. 82 153 3.35 10. 0 10.0 0.00 91.7 0. 0076 0. 08 3.3 149 154 46.50 46.58 154 2.23 4.5 18.9 -4.50 46.0 0.0155 0.29 3. 8 154 155 46.58 44.92 Fit= 14.4 1T 155 2.23 78.0 102.4 0.00 46.0 0.0155 1.59 3. 8 155 156 44.92 46.51 Fit= 24.4 2VT 156 2.23 4.5 18.9 4.50 46.0 0. 0155 0.29 3.8 156 157 46.51 48.75 Fit= 14.4 1T 157 4.35 10. 0 10.0 0.00 91.7 0.0021 0.02 2.0 157 152 48.75 48.78 158 3.35 10. 0 10.0 0.00 45.7 0. 0021 0. 02 1.7 154 159 46.58 46. 60 159 2.23 4.5 18.9 -4.50 45.7 0. 0153 0.29 3. 8 159 160 46.60 44. 94 Fit= 14.4 1T 160 2.23 78.0 102.4 0. 00 45.7 0.0153 1.57 3. 8 160 161 44.94 46.51 Fit= 24.4 2VT 161 2.23 4.5 18. 9 4.50 45.7 0.0153 0.29 3. 8 161 162 46.51 48.75 Fit= 14.4 1T 162 4.35 10. 0 10.0 0. 00 45.7 0. 0006 0.01 1. 0 162 157 48.75 48.75 163 6.36 0.5 0.5 0.00 1021.6 0. 0291 0.01 10.3 134 164 49.28 49.29 164 6.36 20.0 55.2 19. 00 1121.6 0. 0346 1.91 11.3 164 165 49.29 59.43 Fit= 35.2 1VT 1GV 165 6.10 150.0 211.1 1. 00 1121.6 0.0318 13.21 12.3 165 166 59.43 73.07 Fit= 61.1 4UE 1BKF 1GV 1UT1 166 8.27 200.0 230.0 0. 00 1521.6 0.0127 2. 92 9. 1 166 167 73.07 75.99 Fit= 30.0 1GV 1UT1 Page 1 Western States Fire Protection 7102 180th Ave NE Seattle WA Date 05/03/01 Job: PETR04 PROJECT INFORMATION Job Petropoulos Warehouse 19074 60th Ave. NE, Arlington WA -------------------------------------------------------------------------- Occupancy -Light Density 0.10 gpm/sq.ft. Area of Operation _ _ _ _ _ 1500 square feet Area per Sprinkler 324/168 max Sprinklers Reliable F1 and F1EC Number of Sprinklers Calculated: 8 heads Authority having Jurisdiction_ _ NFPA-13 Hose 100.0 gpm Inside Hose, 400.0 gpm Outside Hose System type_ _ Wet Water Supply 93.00 psi Static, 20.00 psi Residual @ 5500.0 gpm ------------------------------------------------------------------------ CALCULATION SUMMARY Demand 76.46 psi @ 258.6 gpm @ B.O.R. 81. 08 psi @ 758.6 gpm @ Supply 91.13 psi available @ 758.6 gpm Demand is below curve by 10.05 psi ------------------------------------------------------------------------ Notes: Below Mezzanine Office areas Fl K= 5.62 F1EC K= 8.0 Remote Area #2 PROGRAM: 'HydroCalc' by Micro Space Systems 2344 W Prospect, Chelan, WA 98816 www.microspacesystems.com Eno .......... ..........— aaAUicCA El El 0 ...................----------— .............................. .............. .......... ......................... E l � II .............. ................ ------- .......... --------------- -------------- kn ................... .......................................... .................... ................ ....... ....................... gn\ .................... co P4 00D 7 m (IScl)ainssaicl oft'd Page 3 Western States Fire Protection Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow BKF Backflow preventor GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description AO Arm-over DR Drop BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction ^.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length PETRO4 05/03/01 4:31pm Page 4 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse 19074 60th Ave. NE, Arlington WA Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 DR1 1.049 0.5 8 17. 00 -0.50 0.0 120 32 1T 2 DR2 1.049 0.5 5.62 8.94 -0.50 0.0 120 32 1T 3 AO1 1.104 2. 0 DR1 0.00 0.00 0.0 120 32 1E 4 BL1 1.687 14.0 AO1 0.00 0.00 0.0 120 32 5 BL1 1.687 14.0 AO1 0.00 0.00 0.0 120 32 6 BL1 1.687 6.0 AO1 0.00 0. 00 0. 0 120 32 1T 7 BL2 1.687 14.0 DR1 0.00 0.00 0. 0 120 32 8 BL2 1.687 14.0 DR1 0.00 0.00 0. 0 120 32 9 BL2 1.687 6.0 DR1 0.00 0.00 0.0 120 32 1T 10 BL3 1.104 14.0 DR2 0.00 0.00 0.0 120 32 11 BL3 1.104 6.0 DR2 0.00 0.00 0.0 120 32 1T 12 CM1 2.227 19. 0 BLl 0.00 0.00 0.0 120 32 13 CM1 2.227 13.0 BL2 0.00 0.00 0.0 120 32 14 CM1 2.227 24. 0 BL3 0.00 0.00 0.0 120 32 1T,5VE 15 CM2L 2.227 105. 0 0.00 0.00 0.0 120 32 2T,2VT 16 CM2L 2.227 105. 0 CM1 0.00 0.00 0.0 120 32 2T,2VT 17 BU 4.352 32. 0 CM2L 0.00 0.00 0.0 120 32 2VE 18 RI 6.357 20. 0 BU 0.00 10.00 0.0 120 32 1VT,1GV 19 UG1 6.160 150. 0 RI -3 0. 00 0.00 100.0 140 32 5UE,1UT1,1GV, IBKF 20 UG1 8.270 200. 0 0. 00 0.00 400.0 140 32 1UT1,1GV PETR04 05/03/01 4:31pm Page 5 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse 19074 60th Ave. NE, Arlington WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 A 0.5 PT 17.00 1 33.0=8. 00(17.00) A.5 F 5.0 PE -0.22 (EL= -0.50 ft) 1 33.0 1.05 1T T 5.5 0.32837 PF 1.81 12.24 PT 18.59 3 B1 Jct K-factor for drop 1 = 33.0/ (18.59)^.5 = 7.65 at Hyd Ref Pts 3 7 8 9 Drop 2 C = 120 A 0.5 PT 8. 94 2 16.8=5.62 (8.94) ^.5 F 5.0 PE -0.22 (EL= -0.50 ft) 2 16.8 1.05 1T T 5.5 0.09429 PF 0.52 6.24 PT 9.24 10 B1 Jct K-factor for drop 2 = 16.8/ (9.24)A.5 = 5.53 at Hyd Ref Pts 10 11 Arm-over 1 C = 120 A 2.0 PT 18.59 3 DR1 33.0=7.65 (18.59) ^.5 F 2.6 PE 0.00 3 33.0 1.10 1E T 4.6 0.25624 PF 1.17 11.06 PT 19.76 4 B1 Jct K-factor for arm-over 1 = 33.0/ (19.76)A.5 = 7.42 at Hyd Ref Pts 4 5 6 PETRO4 05/03/01 4:31pm Page 6 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse 19074 60th Ave. NE, Arlington WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 C = 120 A 14.0 PT 19.76 4 AO1 33.0=7.42 (19.76) ^.5 F 0.0 PE 0.00 4 33.0 1.69 T 14.0 0.03250 PF 0.45 4.74 A 14.0 PT 20.22 5 AO1 33.4=7.42 (20.22) ^.5 F 0.0 PE 0.00 5 66.4 1.69 T 14 .0 0.11840 PF 1.66 9.53 A 6.0 PT 21.87 6 AO1 34.7=7.42 (21.87) A.5 F 10.0 PE 0.00 6 101.1 1.69 1T T 16. 0 0.25785 PF 4.14 14.51 PT 26. 01 12 Cross main Jct K-factor for branchline no. 1 = 101.1/ (26.01) ^.5 = 19.82 Branchline No. 2 C = 120 A 14.0 PT 18.59 7 DR1 33.0=7.65 (18.59) ^.5 F 0.0 PE 0.00 7 33.0 1.69 T 14.0 0.03250 PF 0.45 4.74 A 14.0 PT 19. 04 8 DR1 33. 4=7.65 (19. 04) A.5 F 0.0 PE 0. 00 8 66.4 1.69 T 14. 0 0. 11848 PF 1.66 9.53 A 6. 0 PT 20.70 9 DR1 34.8=7.65 (20.70) ^.5 F 10. 0 PE 0. 00 9 101.2 1.69 1T T 16. 0 0.25847 PF 4. 15 14.53 PT 24. 85 13 Cross main Jct K-factor for branchline no. 2 = 101.2/ (24.85) A.5 = 20.30 Branchline No. 3 C = 120 A 14.0 PT 9.24 10 DR2 16. 8=5.53 (9.24) ^.5 F 0.0 PE 0. 00 10 16. 8 1.10 T 14.0 0.07349 PF 1.03 5. 63 A 6. 0 PT 10.27 11 DR2 17.7=5.53 (10.27) ^.5 F 6.4 PE 0. 00 11 34.5 1.10 1T T 12.4 0.27836 PF 3. 45 11.57 PT 13.73 14 Cross main Jct K-factor for branchline no. 3 = 34.5/ (13.73) A.5 = 9.31 PETR04 05/03/01 4:31pm Page 7 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse 19074 60th Ave. NE, Arlington WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main 1 C = 120 A 19.0 PT 26.01 12 BL1 101.1=19.82 (26.01) ^.5 F 0.0 PE 0. 00 12 101.1 2.23 T 19.0 0.06669 PF 1.27 8.33 A 13.0 PT 27.28 13 BL2 106.0=20.30 (27.28) A.5 F 0.0 PE 0. 00 13 207.1 2.23 T 13.0 0.25135 PF 3.27 17.06 A 24.0 PT 30.54 14 BL3 51.5=9.31 (30.54) A.5 F 39.5 PE 0. 00 14 258.6 2.23 1T 5VE T 63.5 0.37896 PF 24. 08 21.30 PT 54. 62 16 Cross main Jct K-factor for Cross main 1 = 258.6/ (54.62) ^.5 = 34.99 Clockwise (K-Factor @ split=34.99 from CM1) C = 120 A 105.0 PT 54. 62 16 Split Point F 53.2 PE 0. 00 16 129.3 2.23 2T 2VT T 158.2 0.10513 PF 16. 63 10.65 PT 71.25 17 Loop Jct Counter-Clockwise (K-Factor @ split=34.99 from CM1) C = 120 A 105.0 PT 54.62 16 Split Point F 53.2 PE 0. 00 ) 15 129.3 2.23 2T 2VT T 158.2 0.10513 PF 16. 63 10.65 PT 71.25 17 Loop Jct (Balance Accuracy = 71.25 - 71.25 = 0.00) PETR04 05/03/01 4:31pm Page 8 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse 19074 60th Ave. NE, Arlington WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 A 32.0 PT 71.25 17 Loop Jct 258. 6=30.64 (71.25) ^.5 F 19.9 PE 0.00 17 258.6 4.35 2VE T 51.9 0.01451 PF 0.75 5.58 PT 72.01 18 Riser C = 120 A 20.0 PT 72. 01 18 Top of Riser F 35.2 PE 4.33 (EL= 10.00 ft) 18 258.6 6.36 1VT 1GV T 55.2 0.00229 PF 0.13 2. 61 PT 76.46 19 B.O.R. K-factor for Riser = 258.6/ (76.46)^.5 = 29.57 Under ground C = 140 A 150.0 PT 76.46 19 B.O.R. 100.0 gpm = Hose F 71.3 PE 0. 00 19 358.6 6.16 5UE 1UT1 T 221.3 0.00368 PF 3. 81 3. 86 1BKF = 3.00# 1GV 1BKF A 200.0 PT 80.28 20 400.0 gpm = Hose F 30.0 PE 0.00 20 758.6 8.27 1UT1 1GV T 230.0 0.00350 PF 0.81 4.53 PT 81.08 21 Supply Jct Available flow at 81.08 psi is 2065.1 gpm which is 1306.5 gpm from curve. Supply pressure available with 758. 6 gpm flowing is 91.13 psi, thus system requirement is 10.05 psi below supply curve. (11.096) PETRO4 05/03/01 4:31pm Page 9 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse 19074 60th Ave. NE, Arlington WA Node Detail Discharge Pressure Outlet Elevation Node (gpm) (psi) K-Value Source (ft) Comments 1 33.0 17.00 Orif= 8.00 9.50 2 16. 8 8.94 Orif= 5.62 9.50 3 33. 0 18.59 K= 7.65 DR1 10.00 4 33.0 19.76 K= 7.42 AO1 10.00 5 33.4 20.22 K= 7.42 AO1 10.00 6 34.7 21.87 K= 7.42 AO1 10.00 7 33. 0 18.59 K= 7.65 DR1 10.00 8 33.4 19.04 K= 7.65 DR1 10.00 9 34. 8 20.70 K= 7.65 DR1 10.00 10 16. 8 9.24 K= 5.53 DR2 10.00 11 17.7 10.27 K= 5.53 DR2 10.00 12 - 26.01 10.00 13 - 27.28 10.00 14 - 30.54 10.00 16 - 54.62 10.00 17 - 71.25 10.00 18 - 72.01 10.00 19 100. 0 76.46 Hose RI 0. 00 20 400. 0 80.28 Hose 0.00 21 - 81.08 Supply 0.00 PETRO4 05/03/01 4:31pm Page 10 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse 19074 60th Ave. NE, Arlington WA Pipe Detail Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 1 1.05 0.5 5.5 -0.50 33.0 0.3284 1. 81 12.2 1 3 17. 00 18.59 Fit= 5.0 1T 2 1.05 0.5 5.5 -0.50 16.8 0. 0943 0.52 6.2 2 10 8.94 9.24 Fit= 5.0 1T 3 1.10 2. 0 4.6 0.00 33.0 0.2562 1. 17 11.1 3 4 18.59 19.76 Fit= 2. 6 1E 4 1.69 14. 0 14.0 0. 00 33.0 0. 0325 0.45 4.7 4 5 19.76 20.22 5 1.69 14.0 14.0 0.00 66.4 0. 1184 1.66 9.5 5 6 20.22 21.87 6 1.69 6.0 16.0 0.00 101. 1 0.2579 4. 14 14.5 6 12 21.87 26.01 Fit= 10.0 1T 7 1.69 14.0 14.0 0.00 33.0 0.0325 0.45 4.7 7 8 18.59 19.04 8 1.69 14.0 14.0 0.00 66.4 0.1185 1. 66 9.5 8 9 19.04 20.70 9 1.69 6. 0 16.0 0.00 101.2 0.2585 4.15 14.5 9 13 20.70 27.28 Fit= 10.0 1T 10 1.10 14.0 14.0 0. 00 16. 8 0. 0735 1. 03 5.6 10 11 9.24 10.27 11 1.10 6.0 12.4 0.00 34.5 0.2784 3.45 11.6 11 14 10.27 30.54 Fit= 6.4 1T 12 2.23 19.0 19.0 0.00 101.1 0.0667 1.27 8.3 12 13 26. 01 27.28 13 2.23 13.0 13.0 0. 00 207.1 0.2514 3.27 17.1 13 14 27.28 30.54 14 2.23 24.0 63.5 0. 00 258. 6 0.3790 24.08 21.3 14 16 30.54 54.62 Fit= 39.5 1T 5VE 15 2.23 105.0 158.2 0.00 129.3 0. 1051 16. 63 10.7 17 16 71.25 54.62 Fit= 53.2 2T 2VT 16 2.23 105.0 158.2 0.00 129.3 0.1051 16. 63 10.7 16 17 54.62 71.25 Fit= 53.2 2T 2VT 17 4.35 32. 0 51.9 0.00 258.6 0.0145 0.75 5.6 17 18 71.25 72.01 Fit= 19. 9 2VE 18 6.36 20.0 55.2 10.00 258.6 0. 0023 0.13 2.6 18 19 72. 01 76.46 Fit= 35.2 1VT 1GV 19 6.16 150.0 221.3 0.00 358.6 0.0037 3. 81 3. 9 19 20 76.46 80.28 Fit= 71.3 5UE 1UT1 1GV 1BKF 20 8.27 200.0 230. 0 0. 00 758.6 0.0035 0. 81 4.5 20 21 80.28 81. 08 Fit= 30.0 1UT1 1GV Page 1 Western States Fire Protection 7102 180th Ave NE Seattle WA Date 05/02/01 Job: PETRO5 PROJECT INFORMATION Job Petropoulos Warehouse 19074 60th Ave. NE, Arlington WA ----------------------------------------------------------------------------- Occupancy light Density 0. 10 gpm/sq.ft. Area of Operation_ _ _ _ 1500 square feet Area per Sprinkler 130 max Sprinklers Reliable F1 K=5. 62 Number of Sprinklers Calculated: 15 heads Authority having Jurisdiction NFPA-13 Hose 100.0 gpm Inside Hose, 400. 0 gpm Outside Hose System type Wet Water Supply 93. 00 psi Static, 20. 00 psi Residual @ 5500.0 gpm ----------------------------------------------------------------------------- CALCULATION SUMMARY Demand 57. 94 psi @ 249.0 gpm @ B.O.R. 62.50 psi @ 749.0 gpm @ Supply 91.17 psi available @ 749.0 gpm Demand is below curve by 28. 67 psi --------------------------------------------------------------------------- Notes: Above Mezzanine Ceilings Areas Remote Area 3- NOT SHOWN ON PLANS FOR INFORMATION ONLY PROGRAM: 'HydroCalc' by Micro Space Systems 2344 W Prospect, Chelan, WA 98816 www.microspacesystems.com 0 a � ao _.._..-...._...._._...-.........._......_.._.__..__..... - ....____.__.._.__.3.__._._._._............_..........................(._• _-•-•-- ............ 'a p a n IRI mo ❑❑❑ f e I i 8 .���.._.___......_................___._._!_._....._.-_._._.__�..._......._....__.�........_._....---_._..._ .._.._......_.._._ ............ i ! __._..._........�.._._.___._. ! _._._.___.._... -.._.._..____. - t.-.-._................ _._...... .......... _.............__._._._ .._..-..—..__...._...._.__....._...........__._._...._..........._............_........-....._........��.»_ i._._.._.........._._._.F._...._.__ ... 1 i ry C ! , i !i(t i f! i I i EE E I ! 1 ! �� N g 77 F t Q ...__.....a.:.:..:..... _._..............................._.».»._._..._..1......_.......__...._._.•1--_._._...._...._.(...._.__._._........................_._._...._..._................._._._.-....._........_.._.........._...._..-....._...._.... 0�1 _._. _._......I_.........._.-._.......... ........ _ - .... g W r b p h M N (ISM ainssaid Z ased Page 3 Western States Fire Protection Description of Fitting abbreviations Code Description T Tee VT Victaulic tee VE Victaulic ninety degree elbow BKF Backflow preventor GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction ^.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length PETR05 05/02/01 4:21pm Page 4 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse 19074 60th Ave. NE, Arlington WA Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 BL1 1.687 10.5 5.62 7.00 0. 00 0.0 120 32 2 BL1 1.687 10. 0 5.62 7.00 0. 00 0.0 120 32 3 BL1 1.687 10. 0 5.62 7.00 0.00 0.0 120 32 4 BL1 1.687 4. 0 5.62 7.00 0.00 0.0 120 32 1T 5 BL2 1.104 10.0 5.62 7.00 0.00 0.0 120 32 6 BL2 1.104 10.0 5.62 7. 00 0. 00 0.0 120 32 7 BL2 1.104 4. 0 5.62 7. 00 0.00 0. 0 120 32 1T 8 CM1 2.227 10. 0 BL1 0.00 0.00 0.0 120 32 9 CM1 2.227 10.0 BL1 0.00 0. 00 0.0 120 32 10 CM1 2.227 12.5 BL1 0.00 0. 00 0. 0 120 32 11 CM1 2.227 24.0 BL2 0.00 0.00 0.0 120 32 1T,5VE 12 CM2L 2.227 105.0 0.00 0.00 0.0 120 32 2T,2VT 13 CM2L 2.227 105.0 CM1 0. 00 0.00 0.0 120 32 2T,2VT 14 BU 4.352 12. 0 CM2L 0.00 0. 00 0.0 120 32 2VE 15 RI 6.357 20.0 BU 0.00 10.00 0.0 120 32 1VT,1GV 16 UG1 6.160 150. 0 RI -3.0 0.00 0.00 100. 0 140 32 5UE,IUT1,1GV, IBKF 17 UG1 8.270 200. 0 0.00 0. 00 400.0 140 32 1UT1, 1GV PETRO5 05/02/01 4:21pm Page 5 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse 19074 60th Ave. NE, Arlington WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 C = 120 A 10.5 PT 7. 00 1 End head 14.9=5.62 (7.00) ^.5 F 0.0 PE 0. 00 1 14.9 1. 69 T 10.5 0.00744 PF 0.08 2.13 A 10. 0 PT 7. 08 2 15.0=5. 62 (7.08) ^.5 F 0. 0 PE 0.00 2 29. 8 1.69 T 10.0 0.02694 PF 0.27 4.28 A 10.0 PT 7.35 3 15.2=5.62 (7.35)A.5 F 0.0 PE 0. 00 3 45.1 1.69 T 10.0 0.05781 PF 0.58 6.47 A 4.0 PT 7.93 4 15. 8=5.62 (7.93) ^.5 F 10.0 PE 0.00 4 60.9 1.69 1T T 14.0 0.10089 PF 1.42 8.74 PT 9.34 8 Cross main Jct K-factor for branchline no. 1 = 60.9/ (9.34) ^.5 = 19.92 at Hyd Ref Pts 8 9 10 Branchline No. 2 C = 120 A 10.0 PT 7. 00 5 End head 14. 9=5.62 (7.00) ^.5 F 0.0 PE 0. 00 5 14. 9 1.10 T 10. 0 0. 05863 PF 0.59 4.98 A 10.0 PT 7.59 6 15.5=5.62 (7.59) A.5 F 0. 0 PE 0. 00 30.4 1.10 T 10.0 0.21946 PF 2. 19 10.17 A 4.0 PT 9.78 7 17.6=5.62 (9.78) A.5 F 6.4 PE 0. 00 7 47.9 1.10 1T T 10.4 0.51101 PF 5.32 16.06 PT 15. 10 11 Cross main Jct K-factor for branchline no. 2 = 47.9/ (15.10) ^.5 = 12.33 PETR05 05/02/01 4:21pm Page 6 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse 19074 60th Ave. NE, Arlington WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main 1 (Beginning pressure increased due to Hyd Ref Pt 11) C = 120 A 10.0 PT 10.76 8 BL1 65.4=19.92 (10.76)^.5 F 0.0 PE 0.00 8 65.4 2.23 T 10.0 0.02975 PF 0.30 5.38 A 10.0 PT 11. 05 9 BL1 66.3=19. 92 (11. 05) ^.5 F 0.0 PE 0. 00 9 131.6 2.23 T 10.0 0.10861 PF 1.09 10.84 A 12.5 PT 12.14 10 BL1 69.4=19.92 (12.14) A.5 F 0.0 PE 0. 00 10 201.0 2.23 T 12.5 0.23782 PF 2. 97 16.56 A 24.0 PT 15.11 11 BL2 47.9=12.33 (15.11) ^.5 F 39.5 PE 0.00 11 249.0 2.23 1T 5VE T 63.5 0.35321 PF 22.44 20.50 PT 37.56 13 Cross main Jct K-factor for Cross main 1 = 249.0/ (37.56)^.5 = 40.63 Clockwise (K-Factor @ split=40.63 from CM1) C = 120 A 105.0 PT 37.56 13 Split Point F 53.2 PE 0. 00 13 124.5 2.23 2T 2VT T 156.2 0.09802 PF 15.51 10.25 PT 53.06 14 Loop Jct Counter-Clockwise (K-Factor @ split=40.63 from CM1) C = 120 A 105.0 PT 37.56 13 Split Point F 53.2 PE 0.00 12 124.5 2.23 2T 2VT T 158.2 0.09802 PF 15.51 10.25 PT 53.06 14 Loop Jct (Balance Accuracy = 53.06 - 53.06 = 0. 00) PETRO5 05/02/01 4:21pm Page 7 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse 19074 60th Ave. NE, Arlington WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 A 12.0 PT 53.06 14 Loop Jct 249.0=34.18 (53. 06) A.5 F 19.9 PE 0.00 14 249.0 4.35 2VE T 31. 9 0.01353 PF 0.43 5.37 PT 53.50 15 Riser C = 120 A 20.0 PT 53.50 15 Top of Riser F 35.2 PE 4.33 (EL= 10.00 ft) 15 249.0 6.36 1VT 1GV T 55.2 0.00214 PF 0.12 2.52 PT 57. 94 16 B.O.R. K-factor for Riser = 249.0/ (57. 94)^.5 = 32.71 Under ground C = 140 A 150. 0 PT 57.94 16 B.O.R. 100.0 gpm = Hose F 71.3 PE 0.00 16 349. 0 6.16 SUE 1UT1 T 221.3 0.00350 PF 3.77 3.76 1BKF = 3.00# 1GV 1BKF A 200.0 PT 61.72 17 400. 0 gpm = Hose F 30.0 PE 0. 00 17 749. 0 8.27 1UT1 1GV T 230.0 0.00342 PF 0.79 4.47 PT 62.50 1.8 Supply Jct ,vailable flow at 62.50 psi is 3431.5 gpm which is 2682.5 gpm from curve. Supply pressure available with 749. 0 gpm flowing is 91.17 psi, thus system requirement is 28. 67 psi below supply curve. (31.4%) PETRO5 05/02/01 4:21pm Page 8 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse 19074 60th Ave. NE, Arlington WA Node Detail Discharge Pressure Outlet Elevation Node (gpm) (psi) K-Value Source (ft) Comments 1 14. 9 7.00 Orif= 5. 62 10.00 2 15.0 7.08 Orif= 5. 62 10.00 3 15.2 7.35 Orif= 5. 62 10.00 4 15.8 7.93 Orif= 5. 62 10.00 5 14.9 7. 00 Orif= 5. 62 10. 00 6 15.5 7.59 Orif= 5. 62 10.00 7 17. 6 9.78 Orif= 5.62 10.00 8 - 10.76 10.00 9 - 11.05 10.00 10 - 12.14 10.00 11 - 15.11 10.00 13 - 37.56 10.00 14 - 53.06 10.00 15 - 53.50 10.00 16 100.0 57.94 Hose RI 0.00 17 400. 0 61.72 Hose 0. 00 18 - 62.50 Supply 0.00 PETR05 05/02/01 4:21pm Page 9 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse 19074 60th Ave. NE, Arlington WA Pipe Detail Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 1 1.69 10.5 10.5 0.00 14.9 0. 0074 0. 08 2.1 1 2 7.00 7.08 2 1.69 10.0 10.0 0.00 29.8 0.0269 0.27 4.3 2 3 7.08 7.35 3 1.69 10. 0 10.0 0. 00 45.1 0. 0578 0.58 6.5 3 4 7.35 7.93 4 1.69 4.0 14.0 0. 00 60. 9 0. 1009 1.42 8.7 4 8 7.93 10.76 Fit= 10. 0 1T 5 1.10 10. 0 10.0 0. 00 14. 9 0. 0586 0.59 5.0 5 6 7.00 7.59 6 1.10 10. 0 10.0 0. 00 30.4 0.2194 2.19 10.2 6 7 7.59 9.78 7 1.10 4.0 10.4 0.00 47.9 0.5110 5.32 16.1 7 11 9.78 15.11 Fit= 6.4 1T 8 2.23 10.0 10.0 0.00 65.4 0. 0297 0.30 5.4 8 9 10.76 11.05 9 2.23 10. 0 10.0 0.00 131. 6 0.1086 1.09 10. 8 9 10 11.05 12.14 10 2.23 12.5 12.5 0. 00 201.0 0.2378 2.97 16. 6 10 11 12.14 15.11 ) 11 2.23 24. 0 63.5 0.00 249. 0 0.3532 22.44 20.5 11 13 15.11 37.56 Fit= 39.5 1T 5VE 12 2.23 105.0 158.2 0.00 124.5 0. 0980 15.51 10.3 14 13 53.06 37.56 Fit= 53.2 2T 2VT 13 2.23 105. 0 158.2 0.00 124.5 0. 0980 15.51 10.3 13 14 37.56 53.06 Fit= 53.2 2T 2VT 14 4.35 12. 0 31.9 0. 00 249.0 0.0135 0.43 5.4 14 15 53.06 53.50 Fit= 19. 9 2VE 15 6.36 20. 0 55.2 10.00 249.0 0.0021 0.12 2.5 15 16 53.50 57.94 Fit= 35.2 1VT 1GV 16 6.16 150. 0 221.3 0. 00 349.0 0.0035 3.77 3. 8 16 17 57. 94 61.72 Fit= 71.3 5UE 1UT1 1GV 1BKF 17 8.27 200. 0 230. 0 0.00 749.0 0.0034 0.79 4.5 17 18 61.72 62.50 Fit= 30. 0 1UT1 1GV SEISMIC BRACING .SOB: Fp = Horizontal Force t4 Wp = Weight - Water Filled Pipe AREA: 6� 1 7 Pipe Size and Length �'� -4 (0 Sch. Dia. Length x Ib/ft = Total 1' 1% 1 O 2• XL 2'/V 3" 4' g0 9 42 51 40 r-1 , 3c) �O �° 23 .O3 Total weight (Wp) x .5 = '00 It Hor'iz. Load (Fp) Bracing Angle from Vertical: 30-44 45-59 50-90 Least Radius of Gyration l/r. Sch.40 Pipe Max Allowed Load: 100 f� A Pipe Size = 1 200 `-7!_� Sch.40 Pipe Max Allowed Length: 100 200 + —7 Connect To Structure: SEE TABLE 3.2.1 FACTORY Allowed Load MUTUAL SPEC. 2-8 30-44 45-59 60.90 Lag In Wood . tJ _ Bolt In Wood Anchor In Concrete ^•�tt. }-� gz Bolt 1 o Steel ( ) �,� 1�®Q Comments: Seismic Calculation based on"worst case scenario", FM and NFPA 13 design requirements. Seismic Bracing shall be based on this calculation throughout this system unless otherwise noted. SEISMIC BRACING JOB: " "` Fp = Horizontal Force Wp = Weight - Water Filled Pipe AREA: -� ► Eti.4�s 4o',ak o/C - Pipe Size and Length x —7 , Sch. Dia. Length x Ib/ft = Total 1" 1%1 1 Ys" 1 ® 2'JZ" 3- Total weight 17 3 1'73S (INp) x .5 Horiz. Load (Fp) / Bracing Angie from Vertical: 30-44 45-54 60-90 Least Radius of Gyration llr. ^f Sch.40 Pipe Max Allowed Load: 100 I 't I ' Pioe Size = � 200 1-7 /_ Sch.40 Pipe Max Allowed Length: 100 200 7 Connect To Structure: SEE TABLF,3.2.1 =ACTORY Allowed Load MUTUAL. SPEC. 2-8 1 30-44 45-59 60,90 Lag In Wood ti Bolt In Wood ►�t�'� Anchor In Concrete �2 X-61A. F Z Bolt To Steel (` j 2a1� Comments: Seismic Calculation based on'worst case scenario', FM and NFPA 13 design requirements. Seismic Bracing shall be based on this calculation throughout this system unless otherwise noted. i Bulletin 129E Model G XLO 11mabi Extra Large OrificeCD Sprinkler For Use in N NFPA 13, 231 & 231 C rn Features The Reliable Model G XLO sprinkler offers the opportunity for: 1• Pipe size reduction 2.Fewer sprinklers b' 3. Elimination of booster pumps 4. Increasing densities with existing systems 5. 1/2" NPT available for retrofit installations only. Product Description The Reliable Model G XLO sprinkler is a center strut solder in compression extra large orifice upright sprin- kler that has been designed to control high challenge ' fires in both palletized and rack storage occupancies utilizing relatively low water pressures. This sprinkler is available with either the standard 3/4" NPT threads for new installations or with 1/2"NPT threads for retrofit applications. It has been proven in full-scale fire testing, has complied with the applicable mechanical and hydrau- lic sections of the latest sprinkler standards and has Factory Mutual Approval and Underwriters Laborato- ries and Underwriters' Laboratories of Canada List- ings. Reliable's Model G XLO SU sprinkler must be in- . This product is intended for use as a standard spray stalled according to NFPA Standards 13, 231, 231 C, sprinkler in hydraulically designed systems with a 231 D or 231 F or the appropriate Factory Mutual Loss minimum pressure of 10 psi in accordance with the Prevention Data Sheet as well as the Authority having I area/density curves of NFPA 231, 231 C, 231 D or 231 F jurisdiction. . and for all area/density methods of design as referenced by Factory Mutual Loss Prevention Data ' Underwriters' Sheets.This sprinkler is also UL Listed for use in NFPA NFPA Underwriters Laboratories of tFactory 13 applications at a minimum pressure of 7 psi. standard Laboratories Canada Mutual The sprinkler also carries a "Specific Application"fit' 13 YES YES YES sprinkler listing from Underwriters Laboratories, Inc. 231 YES YES YES which allows its use in single, double or multiple row I 231C YES YES YES racks without in rack protection up to 20 ft. high in 25 ft. buildings storing cartoned Class 4 commodities 231D YES YES YES and Group A or B plastics with an overhead density 231F YES YES YES of.6 gpm/sq. ft. and a remote area of 2000 sq.ft. This comp and ares to the NFPA 231 C requirements for t/2" t The Model XLO is Approved by Factory Mutual for q all area/density ity methods of design as referenced by 17/32' orifice sprinklers of .6 gpm/sq.ft. and a remote FM Loss Prevention Data Sheets. area of 4000 sq. ft. Factory Mutual Standards also tt Refer to page 2 for the complete "Specific Application" allow the same remote design area when extra large Listing, orifice sprinklers are used in this situation. The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York10552 Installation Data Approvals _ Sprinkler "K"Factor ^Sprinkler 1. Underwriters Laboratories, Inc. ape us Metric Height Approvals 2. Factory Mutual Research Corp. Upright 11.4 164.3 3.14" 1,2,3,4 3. Underwriters' Laboratories of Canada .64 Orifice with 3Te NPT 4. NYC MEA 258-93-E(NFPA 13,231, 231 C and 231 D) Upright Retrofit ULI Guide Number .64 Office with 1/2'NPT 11.4 164.3 3.25" 1,2,3,4 VNIV 7Temerature Ratings ULI Listing Category Spprinkler Maximum Sprinklers, Automatic &Open ification Ratin Ceiling Frame "F oC ,F ,C Color Extra Large Orifice Upright Sprinkler & Ordinary 165 74 100 38 Uncolored Specific Application Sprinkler Intermediate 212 100 150 66 White The UL specific Application Listing is: High 286 141 225 107 Blue The Model G XLO upright sprinkler Is intended for use in accordance with NFPA 13, 231, 231 C, 231 D and 231 F Finishes Standards when installed in accordance with the Natural Bronze -All Temperature Ratings standard sprinkler positioning and area/density flow Bright Chrome Plated -All Temperature Ratings calculation requirements as specified in each respective Lead Plated* -165*F,212°F&286*F Temp.Ratings standard. When acceptable to the authority having Corroproofed" -1651F Clear Wax,212°F Brown Wax jurisdiction the Model G XLO upright sprinkler may also Corroproofed* e' installed to protect single, double and multiple-row Over Lead Plated -1651 Clear Wax,212*F Brown Wax and portable rack storage of Class I-IV group A and B plastics,cartoned,expanded or unexpanded,as well as *UL Listed only, exposed unexpanded with a maximum storage height of Design Criteria 20 ft., maximum ceiling height of 25 ft., 36 in. minimum The following criteria apply when designing an automatic deflector to top of storage clearance, design density of sprinkler system utilizing the Model G XLO sprinkler for 0.60 gpm/sq. ft. and a design area of 2000 sq. ft.for wet NFPA 13, 231, 231 C, 231 D or 231 F applications, systems and 2600 sq. ft, for dry systems. • Sprinkler spacing shall be a minimum of 6 ft. Ordering Information • Sprinklers with 1/2" NPT are to be used for retrofit Specify applications only. 1. Sprinkler Model • Sprinkler discharge pressure for all FM applications 2, Temperature Rating and for NFPA 231, 231 C, 231 D or 231 F shall be a 3. Finishes minimum of 10 psi. Sprinkler discharge pressure for Model H Sprinkler Wrench NFPA 13 shall be a minimum of 7 psi. Use only the Model h • Factory Mutual Loss Prevention Data Sheets contain sprinkler wrench for sprinkler requirements which differ from NFPA. removal and installation.Any The Model G XLO Extra Large Orifice sprinkler is other type of wrench may intended for standard flow/pressure requirements damage the sprinkler. and standard placement as specified in NFPA 13, 231, 231 C, 231 D or 231 F for use in light, ordinary or extra hazard occupancies. The Model G XLO sprinkler is not a "Large Drop" or "ISFR" sprinkler. - Maintenance The Model G XLO Sprinkler should be inspected 3.25"(1/2"NPT) 2.82"{1/2"NPT) quarterly and the sprinkler system maintained in 2.71"(3/4"NPT) 3,14"(3/4"NPT) accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Ra co Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied)or damaged in any way.A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 70years,and are Installed and serviced bythe most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured By The Reliable Automatic Sprinkler Co.,Inc. ®Recycled (800)431- Sales Offices Paper (800)846-6051 6051 Sales Fax Revision lines indicate updated or or new data Rellabill (914)668-3470 Corporate Offices http:/NAm.reliablespdnkier.com Internet Address E.G.Printed in U.S.A.8/98 PIN9999970139 Bulletin 117K ® Model F1 a nelmiable Model F1 RecessedCD Standard Response - Sprinklers The Designer.®Model F1 Sprinkler Standard Upright _� Standard Pendent Extended Coverage Pendent o .bb Conventional Vertical Sidewall Horizontal Sidewall —HSW 1 Deflector Horizontal Sidewall Extended Coverage Upright Pendent -EC6 Deflector The Designer@ II.Model F1 Recessed Sprinkler Recessed Pendent Recessed Extended Coverage Pendent Recessed Extended Coverage Horizontal Sidewall Basco a, Product Description The Reliable F1 Glass Bulb Sprinkler combines the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler. Whether installed on ex- Vertical Sidewall Conventional f posed piping or in an office ceiling, it is functional and attractive. The Horizontal and Vertical Sidewall Sprinklers provide an equally attractive appearance when ceiling _ piping cannot be used. , ', Beautifully versatile is the description for the Reliable y� Model F1 Recessed Designer glass bulb sprinkler. Re- cessing The Designer enhances its already low profile , decorative appearance,and facilitates a rapid and perfect installation. The Model F1 Recessed Designer's escutcheon is highly Horizontal Sidewall Recessed Pendent adjustable. The two piece construction makes field instal- — lation a very easy and rapid task. This also allows ceiling panels to later be removed without shutting down the fire AW protection system, thus facilitating maintenance of above ceiling services. The Designer @Automatic Sprinkler utilizes a frangible glass bulb. The glass bulb consists of an accurately con- trolled amount of special fluid hermetically sealed inside of a precisely manufactured glass capsule.This glass bulb is Recessed Extended specially constructed to provide fast thermal response. Extended Coverage Coverage Horizontal At normal temperatures,the glass bulb contains the fluid Horizontal Sidewall Sidewall in both the liquid phase and in the vapor phase.The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands forcing the bubble smaller and smaller as the liquid pressure increases.Continued heating forces the liquid to push out against the bulb,causing the glass to shatter, opening the waterway and allowing the deflector to distribute the discharging water. .. a ( The F1 Sprinkler temperature rating is identified by the color of the glass bulb capsule as well as frame color where Extended Coverage Recessed Extended applicable. Pendent Coverage Pendent The Reliable Automatic Sprinkler Co.,Inc.525 North MacQuesten Parkway,Mount Vernon,New York 10552 Model 171 Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Sprinkler Type "K" Factor Sprinkler Approval U. US Metric Height Organizations Standard-Upright(SSU)and Pendent(SSP) Deflectors Marked to Indicate Position 1/2"Standard Orifice with 1/2"NPT(RI/2)Thread 5.62 81.0 2.2" 1,2,3,4,5,6,7 I 17/32'Large Orifice with 3/4" NPT(R 3/4)Three 8.0 115.3 2Z' 1,2,3,8 7/1s"Small Orifice with 1/2"NPT(R1/2)Threat(M), 4.24 61.0 2.54" 1,2,8 3/8"Small Orifice with 1/2"NPT(R1/2)Thread c11(2) 2.82 40.6 2.54" 1,2,3,8 Upright Pendent 1omm Orifice XLH with R3/e Thread 4.10 59.1 56.1 mm 4,6,7 Conventional-Install in Upright or Pendent Position 10mm Orifice XLH with R3/e Thread 4.10 59.1 56.1 mm 15mm Standard Orifice with 1/2"NPT(1`11/2)Thread 5.62 81.0 56.1 mm 4,6.7 20mm Large Orifice with 3/4'NPT(R3/4)Thread 8.0 115.3 58.4mm 4131 pis R���i (')Small Orifice identified by a pintle extending beyond the deflector. I2)FM Approval for SSU only,up to 200°F. 9 (3)135°F thru 286°F ratings only. Model F1 recessed Pendent Sprinkler Upright Conventional Installation Wrench: Model RC1 Sprinkler Wrench Installation Data: 2 ,/,.HOLE OK Nominal Thread "K" Factor Sprinkler Approval L Isi,6 cw Orifice Size US Metric Height Organizations r- `31.�c = . 1/2N(15mm) 1/z'NPT(R1/2) 5.62 81.0 2.2"(56.1 mm) 1,2,3t31,4.5.7 r ,1 TURN COLLART--------T I"Y I/2'REDUCER UNTIL TIGHT AGAINST SPRI 17/32" 3/4"NPT 8.0 115:3 2.3" 1,2,3(3),8 WRENCH BOSSKLER I 7/16110) 1/2-NPT 4.24 61.0 2.54" 1,2,8 1 , �--, _ _ 1 3/6"t1) 1/2"NPT 2.82 40.6 2.54" 1,2,8 � 1L r J 3/.'ADJUSTMENT 00 db 15/I6 10mm R 3/8 4.10 1 59.1 1 56.1 mm 4(4),7 1 Identified by a pintle extending beyond the deflector. 1/B (2)When installed directly into a tee the escutcheon adjustment will be reduced. (3)FM Approval • Ordinary Hazard-Groups 1&2,Wet Systems only, z 27/M'DIA • Light Hazard-No Limitations. (4)Lc Approval is XLH.OH 1 and OH U Occupancies only. "'-`- Model F1 Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent s= Approval Type: Light Hazard Occupancy Installation Data: Nominal Thread "K" Factor Sprinkler Approval Orifice Size US Metric Height Organizations 1/2"(15mm) 1/2"NPT(R1/2) 5.62 81.0 2.2"(56.1 mm) 1,2,3,4(1),5,6,7 j11 LPC Approval is pendent only. Model F1 Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: Nominal Thread " Sprinkler K" Factor Approval Organizations _ Orifice Size US Metric Length Light Ordinary _ Hazard Hazard �1, ''/z' 1YNPT 5.62 81.0 2.63" 1,2,3,5 1,2,5 Note:UL and ULC Listing permits use with F1 escutcheons.light hazard only. 2. Model F1 Extended Coverage Pendent Sprinkler Deflector: EC Pendent Installation Wrench: Model D'Sprinkler Wrench UNA Approval Type: Extended Coverage—Light Hazard Occupancy �cp Installation Data: Use The Data Given Below For The F1 Recessed Extended Coverage Pendent Sprinkler. I Model F1 Recessed Extended Coverage Pendent Sprinkler Deflector: EC Pendent Installation Wrench: Model RC1 Sprinkler Wrench Approval Type: Extended Coverage— Light Hazard Occupancy 2 111-HOLE DA Installation Data: I ,5,r6 DA Nominal Thread "K"Factor Sprinkler Approval Temperature r— a Orifice Size US Height Organizations Rating II�)•N 3/I•REDUCER t�/3zN 3/4'NPT 8.0 2.2" 1,2,8 135,155 OR TURNCUNUL ONAR )�----- ����/1 '' I REDUCER AGAINST SPRINKLER 1 L 1 1 WRENCH 6055 1 1 1 1/2" 1/2H NPT 5.62 2.2" 1,2,8 135,155 COVERAGE AREA ','., Flow Pressure Max.Area 3/ AWUSIMENT Rate Si Width x Length 1 (GPM) K=8.0 K=5.6 (ft.)x(ft.) 111rJ—( J/, 26 10.6 21.6 16 x 16 i 33 17.0 34.7 18 x 18 40 25.0 51.0 20 x 20 2 2T�JP dA "t When installed directly into a tee the escutcheon adjustment will be reduced. Model F1 Extended Coverage Horizontal Sidewall Sprinkler Deflector: EC 6 Glass Bulb: 3mm 1550F Standard, Unless 5mm 1350F is Specified Installation Wrench: Model D Sprinkler Wrench Approval Type: Extended Coverage — Light Hazard Occupancy Installation Data: Nominal Thread "K"Factor I Sprinkler Approval Temperature Orifice Size Us Height Organizations RaOF ting 135 5mm 17/32" 3/4"NPT 8.0 2.75" 1,2.8 or ) 155(3mm) COVERAGE AREA Flow Max.Area Deflector to Rate Pressure Width x Length Ceiling Dimension (GPM) (psi) (ft.)x(ft.) Min.(in)-Max.(in) 36 20.3 16 x 22 4-10 39 23.8 16 x 24 4- 10 Model F1 Recessed Extended Coverage Horizontal Sidewall Sprinkler Deflector: EC 6 Glass Bulb: 3mm 155°F Only Installation Wrench: Model GFR1 Sprinkler Wrench Approval Type: Extended Coverage— Light Hazard Occupancy Installation Data: Nominal Thread "K"Factor Sprinkler Approval Temperature '1 -N!." SPRING couAR Orifice Size Height Organizations Rating ___ SN AGAINST r RENCH US F t7/32" 3/4'NPT 8.0 2.75" 1,2,8 155 , ,si,r I 2 27/J2'OfA I COVERAGE AREA L 1 Flow Max.Area Deflector to ` Rate Pressure Width x Length Ceiling Dimension is (GPM) (psi) (ft.)x(ft.) Min.(in)-Max.(in) WA L LC LI I J/16 36 20.3 16 x 22 4—10 J/A'ADJUSIMCM 39 23.8 16 x 24 4—10 (1)When installed directly into a tee the escutcheon adjustment will be reduced. 3. Model F1 & F1 Recessed Sprinklers Application Installation Model F1 sprinklers are used in fixed fire protection Model F1 sprinklers are standard response sprinklers systems: Wet, Dry, Deluge or Preaction. Care must be intended for installation as specified in NFPA 13. They exercised that the orifice size,temperature rating, deflec- must also be installed with the Model D Sprinkler Wrench torstyle and sprinkler type are in accordancewith the latest specifically designed by Reliable for use with these sprin- published standards of the National Fire Protection Asso- klers. ciation or the approving authority having jurisdiction. . The Model F1 Recessed Sprinklers are to be installed Maintenance with a maximum recess of 3/4 inch. The Model G/F1 The Models F1 and F1 Recessed Sprinklers should be Escutcheon illustrated is the only recessed escutcheon to inspected quarterly and the sprinkler system maintained be used with the Model F1 Pendent and EC Sprinklers. in accordance with NFPA 25. Do not clean sprinklers with The use of any other recessed escutcheon will void all soap and water, ammonia or any other cleaning fluid. approvals and negate all warranties. When installing Remove dust by using a soft brush or gentle vacuuming. Model F1 Recessed Pendent and EC Pendent Sprinklers Remove any sprinkler which has been painted(other than use the Model RC 1 Sprinkler Wrench. When installing factory applied)or damaged in any way.A stock of spare Model F1 Recessed EC HSW Sprinklers use the Model sprinklers should be maintained to allow quick replace- GFR1 Sprinkler Wrench. Any other type of Wrench may ment of damaged or operated sprinklers. damage these sprinklers. Approval Organizations Temperature Ratings 1. Underwriters Laboratories Inc I Sprinkler 2. Underwriters' Laboratories of Canada Classification Temperature Bulb Color 3. Factory Mutual oC ,F 4. Loss Prevention Council Ordinary 57 135 Orange 5. NYC BS&A No. 587-75-SA Ordinary 68 155 Red 6. Pleniere Assemblee Intermediate 79 175 Yellow Intermediate 93 200 Green 7. Verband der Sachversicherer High Iti . 141 286 Blue 8. NYC MEA 258-93-E Extra High t1� 182 360 Mauve ULI Listing Category Not Available For F1 Recessed. Sprinklers, Automatic & Open (VNIV) Ordering Information Standard Finishes Specify: Sprinkler Escutcheon 1, Sprinkler Model Bronze Bright Brass Plated 2. Sprinkler Type Bright Brass Plated(3) Satin Brass Plated 3. Orifice Size Bright Chrome Plated Bright Chrome Plated 4, Deflector Type Satin Chrome Plated Satin Chrome Plated Enamel Painted(z(Z,l Enamel Painted(2) Specify Bulb Size when ordering Model F1 EC Sprinkler. Polyester Coated Black Plated HSW S p Black Plated 5. Temperature Rating Lead Plated 6. Sprinkler Finish Wax Coated(4) 7. Escutcheon Finish (where applicable) Wax Lead(4) (2) UL and ULC Listed and LPC Approved Only.Black,Off White and White are standard colors. �4, 2WIF Maximum. 155'F To 2001F Ratings Only. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 70 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. ®Rsayalid Peps Manufactured by Prhitad In U.S.A. The Reliable Automatic Sprinkler Co.,Inc. Reliabld' (800) 431- Sales Offices (800) 848-6051 6051 Sales Fax Revision lines indicate updated or new data. (914) 668-3470 Corporate Offices PG Printed In U.S.A.6196 P/N#9999970011 Bulletin 204S _ eSprinkler Emergency Cabinets ® ®Sprinkler Escutcheons CD ®Fusible Links D R 1�able •Sprinkler Guards v Sprinkler Emergency Cabinets • Model A4 ++t --- Designed to carry an emegency supply of sprinklers and a sprinkler wrench. Made of light weight steel with holes for mounting. These compact cabinets are fin- ished in attractive red enamel and are furnished with ''� knockouts to accomodate either Y or / sprinkler threads. The Model A4 Cabinets are available in the fol- lowing sizes: Model A4-3 Capacity Model A4-6 Capacity • 3 capacity - For residential sprinklers in NFPA Residential Standard 13D systems. 5"high x 7-Y6' long x 2 Y"deep. Locate wrench separately. • 6 Capacity Standard -for Yz"and %" NPT standard and large orifice sprinklers :, 5"high x 14" long x 2% deep. 2 o • 6 Capacity Large - For ESFR, XLO and VELO Sprinklers. 6-/4" high x 14"long x 3-Y"deep. • 12 Capacity Standard - for ''Y2'and Y' NPT Model L4-6 eapacity standard and large orifice sprinklers. 5" high x 14" long x 4" deep. • Model A3 - Model A3 Cabinets are designed to carry an emer- gency supply of decorative type sprinklers and an in- +' stallation wrench. They are able to accommodate 12 Reliable Models G Recessed, G1, G4, G4FR, ZX or Model B Flush Sprinklers, and up to 6 sprinklers with a 1"adjustable inlet. Model A4-12 Capacity Installation Data: Standard Size of Cabinet: 16'Y,s Long x14-Y High x3'Y;s"Deep Size of Mounting Holes:X"Diameter Model A-One piece Spacing of Mounting Holes: l3-''/z"Length-1 1"Height. Two outer lips grip the escutch- eon tightly to the sprinkler. Available Ordering Information in steel with chrome bright and When ordering specify Model(A4 or A3)and cabinet bronze tone plated finishes. capacity size and type (Standard or Large) Diameter: 3"; Depth including lips Sprinklers and sprinkler wrench are to be ordered t3,6"; Y"NPT. separately. Sprinkler Escutcheons • Model B-One Piece These escutcheons enhance the appearance of in- Available in steel with satin stallations by covering exposed fittings of automatic chrome, bright chrome and brass Y sprinkler systems that are visible beyond finished ceil- plated and white painted finishes. ings and walls. Furnished to accommodate NPT male Inner fingers grip tightly to the sprin- pipe threads, escutcheons are held firmly in palce by kler, Also available for 10mm sprin- the sprinklers. The finishes provided are decorative klers. and intended for indoor use. Diameter: 2--Y8 Depth: '/s';Y"and X"NPT. The Reliable Automatic Sprinkler Co.,Inc.,525 North MacQuesten Parkway, Mount Vernon, New York 10552 • Model C—One`Piece Sprinkler Guard Available in steel with satin chrome, Installation Instructions bright chrome and brass plated and With both clips unhooked, white painted finishes. Inner fingers slightly spread open.the guard. I, grip tightly to the sprinkler. Also Insert the steel plate onto the 1 available for 10 mm sprinklers. installed sprinkler between the threads and the wrench flats. For Diameter: 2-'-'/e ; Depth: / ;/ NPT. Model C1, the steel plate tabs should face the sprinkler wrench • Model HB—Two Piece flats and four contact points Telescoping design permits up to 1" engage the sprinkler neck. Model ci Guard adjustment to compensate for For Model C2,the steel plate fits variations in the distance that pipe into the groove in each wrench flat cou lin s extend below ceilings. I'l and the guard is located by the p g gnotch in both steel plates. Made of steel and available in brass, J Snap the farther locking clip into chrome, satin nickel and off—white place, then close the near clip. finishes. The guard is now securely Diameter: 3-Y ; Depth:2"Min, 3"Max; Y"and% NPT. installed in place. If a locking clip requires too much force to snap Model A—Fusible Link closed or open, slightly flex the F Same as used on Model D wires on both sides of the clip and Automatic Sprinklers available with or either close or open the clip, without bronze chain hook attached to Model C2 Guard each end. Temperature ratings of Approvals 1600,2120, 2800 and 350'Fahrenheit. Guar Approval Load capacity 15-40 lbs. Link eye Sprinkler Type�) Organizations holes are J<��diameter, spaced'Y,s�on Model G Pendent&Upright ci 1,2,3t^>,4 center. Model GFR Pendent&Upright C1 1,2,4 Model G Vertical Sidewall Underwriters Laboratories Listed, f Upright and Pendent C1 1,2,31'1,4 Guide No. JGIX. Model G Horizontal Sidewall C1 3t2i Model GFR Vertical Sidewall Upright and Pendent C1 1,2,4 Model C1 &C2 Model F1 Pendent C1 1,2,3t5>,4 Sprinkler Guards Model F1 Upright ci 3t4i Model F1FR Pendent C1 1,3t514 Protect automatic sprinklers in locations where they Model F1 Horizontal Sidewall C1 1,2,3(2),4 are subject to mechanical injury. Model F1FR Horizontal Sidewall C1 1,3t2>,4 Rugged welded wire and sheet steel construction Model F1 &F1FR Vertical Sidewall can withstand heavy impacts. Upright and Pendent C1 312> Model G3 Pendent I C2 1,2,3,4 Overall size: Base 2 Ya"X 2-Y4", Height 2-Y8" (1) Sprinkler guards are listed and approved only for use with specific sprinklers. The use of any other guards on these sprinklers may impede the sprinklers operation or distribution and negate all approvals and warranties. Finish Unless otherwise specified, all listed and approved sprinkler Standard Finish—Zinc with clear chromate. orifice sizes can be used. Other finishes, quoted on request. (2) FM Approval Y"orifice only. (3) FM Approval Y and Ye orifice only. Ordering Information (4) FM Approval%",Y2"and%2"orifice only. Guard Type(C 1 or C2) (5) FM Approval Yz"and'%2"orifice only. Order sprinkler separately. Approval Organizations 1. Underwriters' Laboratories, Inc. 2. Underwriters' Laboratories of Canada 3. Factory Mutual Research Corp. 4. NYC MEA 258-93-E The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 70 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co.,Inc. (800)431-1588 Sales Offices Recycled Paper Reliable (800)848-3051 Sales Fax (914)668-3470 Corporate Offices Revision lines indicate updated or new data. httpJ&~.rellablesprinkler.com Internet Address E.G.Printed in U.S.A.6/98 P/N 9999970035 SPECIFICATION SHEET MODEL 856 Pli :.. • a■rrMRRa R■■M MOMa anon"M■n arur■Y■a Mroso � �aarasa■rear■MaaRaraarnrrraMnrrR■aarraarrrraaar _ aurREm OcirMururra►��FTRauuruaa�r; aR CarRaaama�aurRaa CMMEmob"d Wirarla tssrr raP•Ir Caar �- r■na■■Ys Maa■Y■■ our r�raa■Y■uou■■arara�a �>r nRss araaaRrf■■R■■■Ms■a MMara■sun oorrara■rr�_-_Nr � r�ly)� C.....RR Yr■ruuRuuarRUR■■r—__��mrrraa■ --� - a�ara�a�a ��u■rartr.r..�--- r-■aarriraaaaarnar a MOM r•rrrmmsrraasra Mumma t■rM■"a"1.01 MMooMarrn■M■■oo r ■■arrr■YMu■MammmrMaaunaamauaMMMam■Ma■aaau■ riRiararMMaraaaarm■ssMEIN Rrraanuaaaaar■r■aaarr■■ ■rrraar■ran■■rr■arMaraarauaaaaanarraaurraaa■ar■r ���•• rr■raraM■■rrn■aaraaarrraarammmrMMarrrNEEMamma"a" r■rm■■■■■■R■■■mars r■ua■aa■■■■ur■r■aa■■n■M uau RRRuu.a.R..rR..R..u.r..r■ar..r ■ammunn■.■■■■amaCoo.a. aYsr.Mon SEEMS Osman R.r..r. r rmmmrma.aaC ERaa■ anMuonarmr i • �iaarraaRaa■aaaaaMrr saran uamr 0R0 rarra arraarMMr. ►•.'�"' CaMM■Mnwona Ell■R■aanon0no Ems aaaa"man War ad■■aM■■■■■aa■■uM■■■■now■a■■art-��aa■■■aa. .r■t■■ .u�aRraY�.uauouauM■uauu■uro.ME on E M FAME. aaaa rr..]■R■aaaasrarosso raga■-=.a■r on I�` ■aaaa�iYaar Raasar�am woman ME=Moaaan■aaa oMau rRra■rnmsa M■anm■ om ■Mrra■■aaa aMMrM raarr arRr■Man■ n Naar\■sooMaaarr R ms rrraa ooMa■aMRM NEEME Moons■■ aaMraMMwRR RararMumma RaraaaRa Maaar Moons MEMO •11 :11 11 .11 1is ■RnaaMaaM■■■umYsaR■■r■■aMstn■■tMmmmm■Ymmr■ooa �® ■■mm■nsn■■■m■■1■ssslrrssaf■■■araMM■■r NOUNS uMaaaat raaaraaaaamrmaaasarmaaaararrarrraarraamrrararaarmm Moons■■■■m■■■u MOURN■mama u■aaa■■■a■■r■r■Rraa■m■m ■Maasoor■■a■Moo■■■rrr■Y a■■r■Nana■■ma■ arsmmomm■a■■■■aaY■tt■t■tttattrtr■ta■a■tt■Mrr■tttt assommssomsnran■ra No"aga■aMrraMRa■M■Maaraanara■r Rooms rnrMrMaaramuma■ruaME■EM WOMEN MENEM Ramos Mran■ C�r��a�Mrr MENEM onsom mason OWNER Vnon■amosmammaMMr■mmm■■■■MrM■u■■aMmr•-- [MMsasraR■■r..;a";;;ra Maaa!�!n�oorOrr�roaoo Bras;MMrrnrraasmtr..r����...� rrmaralsssMs •. rr■■rrrMraRaRaaarrraar■Raaraaaaaariraraanar■ara ■r■MMarrraaraua■■Mraaaa■rraMraa■raaaararaarrRrar , area■■raaaR■M■■auaaMuarraa■rruaaMMarMrMMraruM _ F i t 46.1 dAl 2.4 43.1 45 1 4.1 22 2.3 it rip 9 2 10 61 62 3 C 60 e2 e a 4 4.1 15 5-i 7 4.2 5 9. D 16 17 12.1 40 41 42 43 45 46 47 1 26 36 24 2<.1 25 3.1 3 24 24.1 25 19 35 35.1 10.2 12 43 45 46 47 14 18 16.1 i3 A Dimensions and Weights NET 3/4" Bypass for Model 856 SIZE A B *"C D E WT.(Lbs.)4" L 21/2" 40 3/4 25 1/2 16 3/8 10 1/4 13 3/81 218.0 3" 41 7/8 25 5/8 22 1/4 10 1/4 13 3/8 228.0 7 4" 46114 28 231/4 101/4 14 327.0 F 6" 56 1 34 3/4 31 1/8 13 15 509.0 pa Ig 8" 65 41 3/4 37 3/41 15 518 15 3/41 789.0 [Mai "With OS&Y Gate Valves(Full Open). Note:Dimensions are nominal.Allowances must be made for normal manufacturing tolerances. Materials of Construction ITEM IDESCRIPTION MATERIALS ITEM DESCRIPTION MATERIALS 1 Body A536 GR(n-2. :2 13 Pivot Bearing 8585 Alloy C83600 2 Cover A536 GR 65-45.12 14 Flange Gasket Rubber/Fabric 2.1 O-Ring EPDM ASTM D200D 15 Bearing Socket Acetal Resin 2.2 Cap Screw Plated Steel 16 Hex Jam Nut 18.8 SS 2.3 Hex Nut Plated Steel 17 Washer 302 SS 2.4 Expansion Pin 420 SS 1B Flange Nut Plated Steel 3 Seat Ring B584 Alloy C83600 18.1 Flange Nut Plated Steel 3.1 Gasket EPDM ASTM D2D00 19 Cover 8584 Alloy C83600 4 Ann B584 Alloy C83600 24 Boll Plated Steel 4.1 Bushing-Swing Pin Acelal Resin 25 Boll Plated Steel 4.2 Swing Pin 304 SS 26 Gasket EPDM ASTM D2000 5 Retaining Clip 302 SS 35 O•Ring EPDM ASTM D2000 5.1 Retaining Clip 302 SS 35.1 Back-Up Ring Acetal Resin 6 Check Disk Assy EPDM Coated GR,45 38 Cover 0584 Alloy C83600 Ductile Iron with type 40 Ball Valve B584 Alloy C84400 304 SS stem 41 Nipple Brass 7 Load Pin 304 SS 42 Gate Valve(OS&Y) AW WA C5D9 6 Lwr Spring Retnr B584 Alloy 083800 43 Bulkhead Fining B564 Alloy C83600 9 Spring Stem 304 SS 43.1 Bulkhead Fitting B584 Alby C83600 10 Spring A313 Type 631 SS 45 Gasket EPDM ASTM D2000 10.2 Spring Shim A313 Type 631 SS 45.1 Gasket EPDM ASTM D2000 10.3 Spring Shim Acetal Resin(8"ONLY) 46 Washer B36 Alloy 260 11 Spring Guide B130 Alloy C22000 46.1 Washer B36 Alloy 260 12 Upr Spring Retnr B584 Alloy C83600 47 Nut B584 Alloy C83600 12.1 Bushin -Spr-Stem Acetal Resin 47.1 Nut B584 Alloy C83600 FEBCO Backflow ® Prevention CMB Industries, Inc.-Core Fluid Control Group• P.O.Box 8070•Fresno, CA 93747•Fax: (209)453-9030 SS 856 5/96 856.PM6 �°vlG-ty"i C4miml G+ro�p r.op.-.Bc� NIBCO INC. World Headquarters ■ 1516 Middlebury St. or Elkhart, IN 46516-4714 U.S.A. ■ www.nihco.com 175 lb. wwp iron body gate valve Fire Protection Valve • UL/ULC Listed • FMRC Approved Bolted Bonnet• Indicator Post Pattern • Non-Rising Stem • Solid Wedge 175 PSI Non-Shock Cold Water MATERIAL LIST PART SPECIFICATION t I 1. Nut Steel ASTM A-307 2 2. Square Oper,Nut Cast Iron ASTM A-126 Class B pf, 3. Stem Brass ASTM 8-16 Alloy C36000 Ise , E 4. Ind.Post Flange Nut Steel ASTM A-307 �*»F "` '� ., ;••.,.. 4 5. Ind.Post Flange Cast Iron ASTM A-126 Class B S 6. Ind.Post Flange Bolt Steel ASTM A-307 7. 0-Ring Seal Buna-N Rubber b g 8. Bonnet Cast Iron ASTM A-126 Class B y z 9. Ind.Post Flange Gasket Non Asbestos s 10. Body Bolt Steel ASTM A-307 9 11. Body Gasket Non Asbestos 4s' 12. Body Nut Steel ASTM A-307 10 13. Body Cast Iron ASTM A-126 Class B M-609 f 11 14. Wedge Bushing' Cast Bronze B-584 Alloy C84400 mechanical 12 15. Wedge Cast Bronze ASTM A-126 Class B 13 16. Wedge Face Ring Cast Bronze B-584 Alloy C84400 14 17. Seat Ring Cast Bronze B-584 Alloy C84400 ' is C *Sizes 8",10"and 12"only 1e t, DIMENSIONS -WEIGHTS Dimensions —..� D F-609 Approx. �y A Size A B C 0 E Net Wt. M-609 Mechanical 4 9 141/s 9 13/1s 321/32 106 Mal 6 101/2 18s/1e 11 1 21/4 167 B 111/2 221A 131/2 11/a 4 277 10 13 253/4 16 1%6 37/s 413 4 to 12 14 291/2 19 11/4 4t5/is 615 M-609 4 91/4 141/s 9 1 321/32 101 6 103/4 18a/10 113/32 11/= 21/4 153 I 8 111/2 221/a 135/1s 1% 4 250 F-609 C 10 13 253/4 15% 1'A 37A 390 flanged 12 14 291/2 18 11/. 4's/1a 555 FREEZING WEATHER PRECAUTION-Subsequent to testing a piping system,gate valves should be left In an open position to allow complete drainage. — D NOTE:Number of turns required to open 4",9;6",131/2;8",171/2;10",301/412",381/4 A turns Tolerance±l/2 turn on all sizes. F-609 Flanged NOTE:Flanged valve available to ISO Flange dimensions- Specify F-609-1.See page 49.22 C U APPROVED U` �BcZq NIBCO INC.World Headquarters■1516 Middlebury St. ■ Elkhart,IN 46516-4714 U.S.A. ■ www.nibco.com indicator posts Fire Protection • UL/ULC Listed• FMRC Approved For use with non-rising stem indicator post style gate valves 1 1 4 u 1 u ® a , A T I - a � � A ,1 WALL POST ,6 y MATERIAL LIST for UPRIGHT and WALL POSTS ' PART SPECIFICATION 1. Operating Stem Bronze ASTM B-62 2. Flat Head Screw Brass 3. Stem Retaining Ring Steel Zinc Plated {` 4. Elastic Lockn it Steel Zinc Plated 5. Slotted Round HD Screw Steel Zinc Plated 6. Window Polycarbonate ® 7. Hex HD Cap Scr. 1040 Steel Zlnc Plated SHUT 8. Flat Washer 1040 Steel Zinc Plated 9. Window Gasket Red Rubber ® " 10. Cap Screw 1040 Steel Zinc Plated 11. Cap Ductile Iron 12. Cap Nut 1040 Steel Zinc Plated 13. Target Frame Bronze ASTM B-62 14. Target Plate-Open Aluminum-Cast 15. Target Plate-Shut Aluminum- Cast 16, Operating Rod Steel 17. Operating Wrench Ductile Iron 18. Body(Upper). Ductile Iron 19. Body(Lower) Ductile Iron 20. Oper.Rod Cotter Pin 304 Stainless Steel 21. Oper.Rod Coupling Ductile Iron 22. Barrel Ductile Iron 23. Body(Lower)A. Bolt Steel Zinc Plated 24. Body(Lower)Washer Steel Zinc Plated 1 :r 25. Body(Lower)Nut Steel Zinc Plated _ n 26. Body(Center)Nut Steel Zinc Plated a n •27. Body(Center)Set Scr. Steel Zinc Plated m 28. Hand Wheel Ductile n 29. H.W.Eyebolt Forged " _..2430. H.W. Retainer Washer Steel Zinc Plated 18 NOTE:1/2'tapped-plugged bass located near target window permits Installation NIP-1 AJ of external supervisory switch,not supplied by NIBCO. UPRIGHT POST 24 C UL F M UL APPROVED Bulletin 807C Model G 21/2"5 3"9 4" & 6" Swing Check o Valves TM The Right Check Features 1. Grooved end connections. 2. Compact, lightweight design. L.. y 3. Non-slamming, spring loaded clapper to minimize water hammer. 4. Approved for horizontal and vertical installation. 5. Streamlined body design provides very low friction loss. 6. Elastomer faced clapper provides leak-free, non-sticking sealing. 7. Listed by Underwriters Laboratories, Inc. and Underwriters' Laboratories of Canada. Approved by Factory Mutual Research Corp.* NYC MEA 258-93-E Figure 1 Reliable Model G Swing Check Valves are multiple Valve Description purpose valves performing regular check valve duties 1. Rated working pressure 250 psi. with very low friction loss.All four sizes are approved for use in fire protection systems. Typical applications in- 2. Factory hydrostatic test pressure 500 psi. clude connections between public water supplies and 3. Friction loss, expressed in equivalent length of private fire systems, at the discharge from fire pumps, Sch. 40 pipe with C = 120 (based on Hazen and at gravity tank connections and at fire department pum- Williams formula). per connections. The 4" Model G Check Valve is provided with a'/2" 21/2"- 7 ft. 4" - 10 ft. NPT supply side connection (Item 12, Fig.2). This '/2" 3"- 7 ft. 6" - 16 ft. NPT supply side connection is optional for all other valve 4. Standard grooved end dimensions per sizes and must be specified. ANSI/AWWA C606. Grooved end connections provide fast and easy installation using listed or approved mechanical 5. Face-to-Face distance L (Fig. 2): grooved couplings. Rigid style grooved couplings can 21/2" - 7.03 in. 4" - 8.44 in. be used for positive clamping to resist flexural and 3" - 7.62 in. 6" - 10.25 in. torsional loads. Right-CheckTM valvesand associated equipment 6. Shipping weight (including plugs): should periodically be given a thorough inspection and 2'/2' = 9 lbs. 4" - 17 lbs. test. NFPA 25 provides minimum maintenance require- 3"- 11 lbs. 6" - 38 lbs. ments.Check valves should be inspected and operated at least annually. Parts should be replaced as required. When Model G Swing Check Valves are installed vertically, the direction of the flow arrow must point upward. For horizontal installations, the hinge pin must "FM Approved as both a Single check valve and as an be located at the top. Anti-Water Hammer check valve. The Reliable Automatic Sprinkler Co.,Inc.,525 North MacQuesten Parkway, Mount Vernon, New York10552 Item Part Number No. Part Name Materiel Quantity 21/z- 3" 4" 6" 1* Valve Bod Gray Iron,ASTM—A48 Class 30A 1 9100502-2 91005023 91005024 91005026 2* Seat Bronze C83600 or C93200,ASTM-13505 1 96020200 96020300 96020400 96020600 3 Clapper Stainless steel 3b4 ASTM—A24b 1 918161112 91816113 91816114 91816116 4 Facing Seal*" EPDM Rubber 1 95520200 95520300 95520400 95520600 5 Ciampi -q Ring Stainless Steel 304,ASTM—A240 1 95290300 95290300 95290400 95290600 6 Gasket** EPDM Rubber 1 93720302 93720302 -93720604 93720604 7 Spring Stainless Steel 302.ASTM—A313 1 96400300 96400300 96400400 96400600 8 Hinge Pin Stainless Steel 303,ASTM—A582 1 95000280 95000300 95006824 95000600 9 Bolt Stainless Steel 304,ASTM—F593 1 91090300 91090300 91090400 91090600 10 Locknut** Stainless Steel 303.ASTM—F594 1 94911420 94911420 94913816 94913816 11 Plug,1/s"NPT Steel 1 95201800 95201800 95201800 95201800 12 Plug, 1/2'NPT Steel 1 Optional Optional 98604402 Optional **fie lacemont Soal Kit 1 6888040025 6888040030 1 6888040040 6888040060 *Not field replaceable. Valve Disassembly 0 1. Close the main water supply valve and drain the - - - i-• system. V1 o_ 2. Remove the check valve from the piping system. 0 2 I 3. Inspect the Seat(2)for any cuts, scrapes and dents. 6>' Replace the valve if any damage is found. 4. To replace the Facing Seal (4), remove the Clapper (3), unscrew the Locknut (10) and remove the retention Bolt(9). - - Valve Reassembly 100 "00 i000 9000 .5000 1. Thoroughly clean the Clapper(3). Insert the retention Flow rate (GPM) Bolt(9)with a new Gasket(6). 2. Place the new Facing Seal(4)and the Clamping Ring L (5)against the Clapper(3).Tighten the new Locknut (10)to 21 in. lbs. torque in 21/z" and 3" sizes and to f ' �r a 2 52 in. lbs. in 4"and 6"sizes. 3. Insert the clapper assembly into the valve through the downstream opening. Reinsert the Hinge Pin (8) while holding the coils of the properly oriented Spring (7) in place. Install the hinge pin Plug (11). 4. Reinstall the check valve in the system. 5. Place the system back in service. ordering Information Specify: 1. Model G Right—CheckT" Valve. 2. Size. ' 3. 1/z NPT optional supply side connection for valve 1K sizes other than 4". 9 ' 6 )2 Contact the installing contractor or Reliable if any difficulties are 80-2 3 4 5 OPTIONAL experienced. Should replacement parts be needed, use only genuine Reliable parts. Figure 2 The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also With the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 70 years,.and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co.,Inc. ® Recycled Paper. (800)431-1588 Sales Offices Rellablid (800)848-6051 Sales Fax Revision lines indicate updated or new data. (914)668-3470 Corporate Offices EG.Printed In U.S.A. 12/97, PM9999970071 http./Awm.rellablesprinkler.com Internet Address ' CARBON Zaw I..",.• • i cta u l i c � Series 722 An go 9001 certified company Brass Body Ball Valve PRODUCT DESCRIPTION Series 722 Ball Valve is a low ball design eliminates Valve sizes 1/2" (15 mm)and standard port,female unnecessary weight while above are UL Listed at threaded end valve maintaining flow and 175 PSI (1200 kPa)and FM designed for up to 600 PSI mechanical strength.TFE Approved at 600 PSI (4135 kPa) (WOG)service. seats and washers reduce (4135 kPa)for'/2" (15 mm) \. Valve body is constructed the friction coefficient and 3/4" (20 mm.)sizes and from forged brass. The ball which eases valve opera- 500 PSI (3450 kPa)for 1 -2" is chrome plated brass and tion. (25- 50 mm)sizes. seals on TFE seats.A hol- UL FM 081SYA DIMENSIONS Pipe Dimensions Approx Inches/mm Inches/mifllmeters C„ Weight F-�.� Values Each �- Nom. Actual GPM Lbs. Size Size A B C F rn3h kg C '/4 0.540 1.85 0.93 1.50 3.05 6.8 0.2 ? 137 47 24 38 78 ?5 CI.C19 Y_ _ 3/e 0.675 1.85 0.93 1.50 3.05 7.0 0.3 -2 - 1h' 0.840 2.18 1.09 1.58 3.05 9.8 0.4 0 56 2e 4C _e 2. : '6 3/4' 1. 50 2.49 1.25 1.91 3.82 250 0.7 A 2c 32 tg 97 - c 1' 1.315 3.01 1.50 2.07 3.82 37.0 1.0 1 3 11/4 1,660 3.43 1.71 2.23 3,82 50.0 1.5 9 :G 11/2' 1900 3.72 1.86 2.65 4.80 87.0 2.1 sF= s7 c- i2 - 2' 2.375 4.34 2.17 2.95 4.80 110.0 2.4 UL Listed.FM Approved as noted in text above. MATERIAL SPECIFICATIONS. Body:Forged Brass ASTM B-16 Seats:(TFE)Tetaafluoroethyl- Stem Washer:(TFE)Tetrafluo- Ball:Brass ASTM 13-16,chrome ene,rated to+450°F(+2320C). roethylene plated Handle:Carbon steel,zinc 0-ring:Fluoroelastomer Stem:Brass ASTM B-16, plated chrome plated Stem Nut:Carbon steel,zinc plated �r This product shall be manufactured by Victaulic Company.All products shall be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. Victaulic Company of America* P.O.Box 31,Easton.PA 18044-0031 •4,901 i',esslersvilte Rd..Easton,PA 18040.610/559-3300• FAX:610/250-8817•www.viclaulic.com 166D Rev A 9.196 _k RegiSierec,tnacremark Victaulic Co-!!any of Amenca ;'Copyright 1996 Viclauiw Company of America Pnnteo in;t S A i-14i GLOBE & ANGLE VALVES These valves are designed for general service where tight shut off and frequent use are desired. They are especially recommended for use with steam, air, oil, water and gas service, where non-metallic discs are suited. A swivel disc holder permits disc to wear evenly and provide a tight seal under full load conditions. They are constructed so that they can be repacked with the valve in the fully opened position,while under full pressure.These valves feature easily replaceable non-metallic discs, non-asbestos packing, and heavy duty rugged construction. A choice of discs is available to make these valves suitable for most applicators. 'r • 4t r-; 125S & 126S 125T & 126T © Listed for fire Equipped with No. 125TD sprinkler service. 2" Teflon* disc for general service size only. Approved by including steam the New York City Board of Standards and Appeals under Calendar No. 1079-81-SA. Equipped with No. 125SD Rubber Disc and rated for 200 WOG service (No Steam). Recommended for fire sprinkler service. 125 lbs. WSP 200 lbs. WOG 100% Hydrostatic Tested Screwed Ends Rising Stem 12 6 S Swivel Disc Holder 1 2 5 S Ventilated Aluminum Alloy 126T Hand Wheel 125T Available with Plastic Hand Wheel Through 1" Body Material: Bronze Conforming to ASTM B145-SA Slze wP'":'• 1/4" ( 3/8- 1/2" 1 3/4" 1" 1 1 114" 1 1 112" 2" A 1 _3/4 .1 27/32" 2 7132" 2 15132" 2 31,132"j3 9116" 4 1/16 4 1116 Nd. 113 1 3/4"' 1 3/4" 2 1/32"�2 378" 2 3/4 3" 3 23/32 i 3 23/32 — r P 1255 i25 Closed 3 1/16" 3 1/6"''3 1/4'' 3 1/2" 4" 4 3/4"I S 1r2 1 7" 'Ship 'rl. II Wt. Ibs' .44 .56 80 1,00 i 1.81 2.57 , 3.69 5.88 !A 27/32"� 15/16"�1 3132"11 7'32" .1 15/32"11 3/4"! 2" 2 11/32 No. !B 1 3/4 ' 1 314"'2- 1132 2 318" 2 - 3/4" 31r !3 23!32" 3 23/32" •' c 126S r 1261 (Closed) 2- 3/4 3" 3 1/4" 3 518" 4" �4 1,12 5 114" 6 1l2" �_Ci— _. Ship �W---------- ---� � i 1Nt (Ibs. 44' S6. i 69 9n 1.76 i 2.5 1 3 2�1 5.32 a Quan. 4.� ;Unit. � 1 Pa( 12 12 12 12. 6 l. ., 6 4 2 I 2 4 Quan. ! Per (Case. ...�_.., ,60 . 60 72. _ 60 t 21 1.2 _ � .....12_. For Replaceable Disc See Page 52 5 NIBC� NIBCO INC.World Headquarters ■ 1516 Middlebury St. o Elkhart,IN 46516-4714 U.S.A. ■ www.nibco.com 400 lb. wwp bronze side outlet globe valve 3-Way Valve - Screw-in Bonnet- Integral Seat- Renewable Disc 400 PSI Non-Shock Cold Water i MATERIAL LIST Z PART SPECIFICATION 141, 1. Handwheel Screw Zinc Plated Steel 3 2. Handwheel Aluminum ASTM B-85 Alloy A03800 4 3. Stem ASTM B-133 Alloy C10200 5 .5. 4. Packing Nut ASTM B-16 Alloy C36000 5 , - �.,v 5. Packing Non Asbestos Fibers 6. Bonnet Bronze ASTM B-584 Alloy C84400 7 7. Disc Buna-N g 8. Disc Screw Stainless Steel ASTM A-276 Alloy S43000 9. Body Bronze ASTM B-584 Alloy C84400 i S "A" KT-291-W3 KT-291-W3 NPT to NPT to NPT threaded io i C. DIMENSIONS -WEIGHTS - QUANTITIES Dimensions Master Nominal Approx. Box Carton Size A B C Not Wt. Quantity Quantity 1/4 13/a 21A 16/1s .4 10 100 12 t Bulletin 206K Automatic Ball Drip a ® Sight Drain c Drum Drip cD ImabiControl Valve Seal Fill Cup c Cr. Inspectors Test Connections Pressure Gauges Model C — Automatic Ball Drip An automatic drain valve horizontally installed at the low point in the fire department connection piping of auto- o matic sprinkler systems. Water pressure from a fire { department pumper automatically closes this valve. It automatically re-opens when pressure ceases, permit- ting this piping to drain and thereby preventing freezing. t Made -of bronze and available with 3/4" or 1/2" NPT fir„ female inlet connection. FM approved. Length: 29/16". Maximum working pressure: 175 psi. _ Model C — 2" Sight Drain " Designed for installation in drain lines of sprinkler i sysems that connect with closed drains. Made of cast ! �, iron with clear plastic tube. Has 2" NPT female pipe connection. Length: 6". E, n.. Model B — Drum Drip Permits draining the low points of dry pipe systems without tripping the system. Made of cast iron with 3/4" _ NPT female pipe connection at each end. Diameter: 61/2". Length: 73/4". R� Model A — Control Valve Seal Made of tin-plated steel. Two piece, snap type con- struction. Outer piece holes are sized for use with standard sealing wire (wire not included). Diameter: 7/a". Model A — Fill Cup I Made of cast iron. Available with 1/2"or 3/4"NPT female pipe connection. Cup Diameter: 33/4". Length: 21/4". = :,.,.._ '}aaw t . The Reliable Automatic Sprinkler Co.,Inc.,525 North MacQuesten Parkway,Mount Vernon,New York10552 Inspectors Test Connections Installed in the test line of sprinkler systems to test alarms by simulating the flow of water through a sprinkler. • Model A — Blind Test Connection Designed for installation in test lines of sprinkler systems that connect to open drains. Made of bronze with 1"NPT female pipe connections. Orifice gives flow equivalent to one nominal 1/2"orifice sprinker. Length: 17/8". Maximum working pressure: 175 psi. •Model B — Sight Test Connection Designed for installation on the drain side of the test f, valve in a test line that connects to a closed drain. Made of cast iron with clear tube. Smooth bore non—corrosive orifice gives flow equivalent to one Y' nominal 1/2" orifice sprinkler. Has 1" NPT pipe connections. i Length: 51/16". , Pressure Gauges • Model UA — Water Pressure Gauge Range 0 to 300 psi in 5 psi increments, and 0 to 2000 .,��° '°': kPa in 50 kPa increments. 1/e NPT male pipe ,m connection. Case: 31/2"diameter. Height: 43/4". Accuracy: ANSI B40.1 Grade B (3-2-3%) Underwriters Laboratories Listed Factory Mutual Approved .. e Model UA — Air Pressure Gauge Range 0 to 80 psi in 1 psi increments, and 0 to 550 kPa in 10 kPa increments. Retard to 250 psi and 1750 kPa. r ,. µ ( A: �� � �. 1/4" NPT male pipe connection. Case: 31/2" diameter. 3_a to rc Height: 43/4". o a. Accuracy: ANSI B40.1 Grade B (3-2-3 ) Underwriters Laboratories Listed Factory Mutual Approved The equipment presented in this bulietin is to be Installed in accordaneewith the latest pertinent Standards of the National Fire Protection Association,Factory Mutual Research Corporaft,or other similar organizations and also wlth the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 70 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co.,Inc. ®Printed in U.S.A. Recycled Paper (800)431- Sales Offices (800)848-60516051 Sales Fax (914)668-3470 Corporate Offices Revision lines indicate updated or new data. http://www.reliablasprinkler.com Internet Address E,G.Printed in U.S.A.6/98 Bulletin 207D Model A Identification Signs General Purpose Fire Alarm— Valve-Control— o o Style D SPRINKLER Style A Attached under Sprin- Porcelain enameled, 18 kler Alarm Gong. Por- WHEN BELL RINGS gauge steel, 73/4' x 9", ` celain enameled, 18 CALL 3/16" diameter holes for gauge steel, 9" x 7", FIRE DEP'T ­ POLICE easy mounting, /d' di- 3/1 6" diameter holes ameter holes for attach- and'/4"x 2"slots,white ment of Specific Identi- letters on red back- fication Sign in center white space, white letters on red ground. White space to be used for name, address or background. Bottom white space to be used for name telephone number to call in case of emergency. and address of insurance authority having jurisdiction and for contractor's narne and address. Specific Identification— or Hydraulic Style B IINSPECTORS TEST Calculated Used separately or fastened oHYDRAULIC—SYSTEM o St Syl emThis is Protected - yle E Designed over white space of General Purpose Valve Control Sian. Attach near control-valve. Automatic Sprinkler S_ystem. Porcelain enameled, 18 gauge steel,6"x 2",/,6"diame- Embossed white enamel Location ter attaching holes,white letters on red background.Avail- lettering on red enamel able in the following wording: MAIN DRAIN DRAIN, background, 5"x en mel No.of Sprinklers AUXILIARY DRAIN, OPEN SPRINKLER DRAIN, IN- backg ound, " holes. SPLECTOR'S TEST, TEST VALVE, ALARM TEST, WATER200 Basis of Design g MOTOR LINE AND OPEN SPRINKLER CONTROL. System Demand Cold Weather Mao - Style C EMMA Used to cover the word , "OPEN" on the General Purpose Valve Control Sign."OPEN"side of Cold Weather Sign to face out during summer months; "VALVE SHUT" side to face out during winter months. Porcelain enam- eled, 20 gauge steel, 8"x 11/4', 3/16"diameter attaching holes,white letters on red background. The Reliable Automatic Sprinkler Co.,Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 Reliable . . . For Complete Protection Reliable offers a wide selection of sprinkler components.Following are some of the many precision-made Reliable products that guard life and properly from fire around the clock. • Automatic sprinklers • Deluge valves • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves • Concealed automatic sprinklers • Supertrol electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets • Dry automatic sprinklers • Sprinkler wrenches • Intermediate level sprinklers - Sprinkler escutcheons and guards • Open sprinklers • Inspectors test connections • Spray nozzles • Sight drains • Alarm valves • Ball drips and drum drips • Retarding chambers • Control valve seals • Dry pipe valves Air maintenance devices • Accelerators for dry pipe valves • Air compressors • Mechanical sprinkler alarms Pressure gauges • Electrical sprinkler alarm switches • Identification signs • Water flow detectors • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Mrs Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances,whenever applicable. Products manufactured and distributed by RELIABLE have been protecting life and property for over 70 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by R1ry;;,.d,ap,o; The Reliable Automatic Sprinkler Co.,Inc. Princod:n us.A eliabi (800)431- Sales Offices Rllm (600)846-6051 6051 Sales Fax Revision lines indicate updated or new data, (914)668-3470 Corporate Offices PG.Printed in U.S.A.7/97 http://www.rellablesprinkler.com Internet Address P/N 9999970038 VSR-F (E) POTTEIR VANE TYPE WATERFLOW © ALARM SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 2081 Craig Road- P.O. Box 28480 55 Glen Cameron Road St.Louis, MO 63146-4161 Thornhill, Ontario, Canada L3T 1 P2 (314) 878-4321 - (800)325-3936 (905)882-1833 UL,ULC and CSFM Listed,FM and LPC Approved,NYMEA : •�- -• Accepted Service Pressure: Up to 450 PSI Minimum Flow Rate for Alarm:10 GPM Maximum Surge: 18 FPS Contact Ratings: Two sets of SPDT(Form C) 15.0 Amps at 125/250VAC 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. r w - NEMA 4/IP54 Rated Enclosure-use with appropriate conduit fitting - Temperature Range: 401F/1201F, 4.51C/490C ' - 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" t•� BS 1387 pipe 50mm thru 200mm Note: For copper or plastic pipe use Model VSR-CF Service Use: Automatic Sprinkler NFPA-13 U.S. PAT. NO. 3921989 One or two family dwelling NFPA-13D CANADIAN PAT. NO. 1009680 Residential occupancy up to four stories NFPA-13R OTHERS PATENTS PENDING National Fire Alarm Code NFPA-72 POTTER ELECTRIC, Rd., 1990 Optional: Cover Tamper Switch Kit,Stock No.0090018 GENERAL INFORMATION INSTALLATION: See Fig.2 The Model VSR-F is a vane type waterflow switch for use on wet These devices may be mounted on horizontal or vertical pipe. On sprinkler systems. It is UL Listed and FM Approved for use on horizontal pipe they should be installed on the top side of the pipe steel pipe; schedules 10 through 40, sizes 2" thru 8". where they will be accessible. The units should not be installed LPC approved sizes are 2" thru 8" (50mm thru 200mm). within 6" of a fittingf a whlveich c ainges the direction of the waterflow or The unit may also be used as a sectional waterflow detector on Drain the system and drill a hole in the pipe using a circular saw large systems. in a slow speed drill, The 2" (50mm) and 2 1/2" (65mm) devices The unit contains two single pole, double throw, snap action require a hole with a diameter of 1 1/4" + 1/8" - 1/16" (33mm switches and an adjustable, instantly recycling pneumatic retard. ±2mm). All other sizes require a hole with a diameter of 2" ±1/8" The switches are actuated when a flow of 10 gallons per minute (50mm ±2mm). or more occurs downstream of the device. The flow condition Clean the inside pipe of all growth or other material for a distance must exist for a period of time necessary to overcome the equal to the pipe diameter on either side of the hole. selected retard period. ENCLOSURE: The unit is enclosed in a general purpo-e, die- Roll the vane so that it.may be inserted into the hole;do not bend or cast housing. The cover is held in place with two tamper crease it. Inserl the vane so that the arrow on the saddle points in resistant screws which require a special key for removal. A field the direction of the waterflow. Install the saddle strap and tighten installable cover tamper switch is available as an option which nuts alternately to an eventual 50 ft-lbs. of torque(see Fig,2).The may be used to indicate unauthorized removal of the cover. See vane must not rub the inside of the pipe or bind in any way. bulletin no. 5400775 for installation instructions of this switch. Specifications subject to change without notice. PRINTED IN USA MKT.#8800001 -REV M PAGE 1 OF 2 MFG.#5400761 -10/97 VSR-F (E) POTTER VANE TYPE WATERFLOW ® SWITCH WITH RETARD FIG. 1 FIG. 2 DO NOT LEAVE COVER OFF FOR SWITCH TERMINAL CONNECTIONS EXTENDED PERIOD OF TIME CLAMPING PLATE TERMINAL RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) TIGHTEN NUTS FOR DESIRED TIME DELAY. USE THE MINIMUM ALTERNATELY TO AN cp`�aG AMOUNT OF RETARD NECESSARY TO PREVENT EVENTUAL 50FT.-LBS FALSE ALARMS, A "B" SETTING IS USUALLY OF TORQUE ADEQUATE FOR THIS. FACTORY IS SET TO "B". O \/ O pJtGp\NG DWG. #923-3 TO INSTALL,DRILL A HOLE AS INDICATED: MOUNT ON PIPE SO CAUTION: ARROW ON SADDLE An uninsulated section of a PIPE SIZE HOLE SIZE - POINTS IN DIRECTION OF WATERFLOW single conductor should 2"to 2 1/2" 1 1/4"+1/B"-1/16" not be looped around the (50mmto65mm) (33mmt2mm) ROLL PADDLE IN terminal and serve as two OPPOSITE DIRECTION 3"to B" 2"t1/B" OF WATERFLOW separate connections. The rROmmto20omm) (50mmt2mm) _ wire must be severed, thereby providing supervi- sion of the connection in DIRECTION OF l the event that the wire WATERFLOW becomes dislodged from \ APPROX. RETARD SETTINGS (IN SECS.) under the terminal. i o 1 A B C D E DWG. #761-30 0 10-25 1 20-40 1 35-55 150-711 160-90 FIG.3 TYPICAL ELECTRICAL CONNECTIONS FIG.4 j LOCAL BELL TRANSFORMER CLASS e (STYLE B) END-OF-LINE RESISTOR CKT. TO remove knockouts: Place OR BATTERY POWERED (SEE NOTE) OPEN ON ALARM CLOSE ON OPEN ON CLOSE ON screwdriver at edge of knock- ALARM ALARM ALARM RESISTOR EOL outs, not in the center. StGNALINC DEVICE SUPERVISED LOOP (SEE NOTE) OPEN ON CLOSE ON TO ADD'L TYPICAL SWITCH ACTION FROM ALARM ALARM DEVICES OPEN ON CLOSE ON CONTROL OR RETURN ALARM ALARM PANEL TO CONTROL DWG. #761-15 . B NOTES: 1. The Model VSR-F has two switches,one can be used to operate a central station,proprietary or remote ( j signaling unit,while the other contact is used to operate a local audible or visual annunciator. ��yy 2. A condition of LPC Approval of this product is that the electrical entry must be sealed to exclude moisture. 3. For supervised circuits see"Switch Terminal Connections"drawing and caution note (Fig. 1). 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 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 M PAGE 2 OF 2 MFG.#5400761 -10/97 PCVS-15 -2 POTTER CONTROL VALVE ® SUPERVISORY SWITCH Potter Electric Signal Company Potter Electric Signal &Mfg., LTD. 2081 Craig Road-St. Louis, MO 63146-4161 55 Glen Cameron Road (314) 878-4321 -(800)325.3936 Thornhill, Ontario, Canada L3T 1 P2 www.pottersignal.com (905)882-1833 UL and CSFM LISTED, FM APPROVED,NYMEA ACCEPTED Dimensions: 4.75"L x 2.25"W x 7.2"H (stem extended) 12.1 cm L x 5.7cm W x 18.3cm H Weight: 1.35 lb./.61 kg .ars4 .,r,,. • •,:. Enclosure: Cover-Die-cast b#F r{ Finish-Red Spatter Enamel _;ert nic ,Ni"Mi"ih, �isnaraeru Base- Die Cast Zinc All parts have corrosion resistant finishes Cover Tamper: Tamper Resistant Screws, " Optional cover tamper kit available Mounting: 1/2" NPT Contact Rating: PCVS-1: One set of SPDT(Form C) PCVS-2:Two sets of SPDT(Form C) ` 15.00 Amps at 125/260VAC ! 2.50 Amps at 30VDC resistive Environmental Limitations:-40OF/+140OF(-40°C to 60°C) NEMA 4 and NEMA 6P Enclosure(IP67) Indoor or Outdoor Use(Not for use in hazardous loca- tions.) See Bulletin No.5400694 PIVS-U-EX for hazardous locations. Conduit Entrances: Two knockouts for 1/2"conduit provided Service Use: Automatic Sprinkler NFPA-13 PCVS-1 STOCK NO. 1010107 One or two family dwelling NFPA-13D PCVS-2 STOCK NO. 1010207 Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 The Model PCVS is a weather proof and tamper resistant nished with each device and should be left with the switch for monitoring the open position of fire sprinkler building owner or responsible party. Replacement or control valves of the post indicator, butterfly and other additional cover screws and hex keys are available. See types. Depending on the model, one or two SPDT-(Form ordering information on page 6. C) contacts are provided which will operate when the OPTIONAL COVER TAMPER SWITCH: A field instal- valve position is altered from an open state. lable cover tamper switch is available as an option which The unit mounts in a 1/2" NPT tapped hole in the post may be used to indicate removal of the cover. See indicator or butterfly valve housing. The device is en- ordering information on page 6. gaged by the indicating assembly of the post indicator or TESTING: The PCVS and its associated protective the operating mechanism of the butterfly valve,actuating monitoring system should be tested in accordance with switch(es) when the valve is fully open. The unit should be installed where it is accessible for service. applicable NFPA codes and standards and/or the authori- ty having jurisdiction (manufacturer recommends quarter- The cover is held in place by two tamper resistant screws ly or more frequently). that require a special tool to remove. The tool is fur- PRINTED IN USA MKT.#8820001 -REV K PAGE 1 OF 6 MFG.*5400980-2197 OSYSU-19 -2 POTTER OUTSIDE SCREW AND YOKE VALVE ® SUPERVISORY SWITCH �.. Potter Electric Signal Company Potter Electric Signal& MC 2081 Craig Road •St. Louis, MO 63146-4161 55 Glen Cameron Road (314) 878-4321 •(800) 325-3936 Thornhill,Ontario, Canada L3T 1 P2 www,pottersignal.com (905)882-1833 UL and CSFM LISTED, FM APPROVED and NYMEA ACCEPTED } Dimensions: 6.19"L X 2.25"W X 5.88"H ,.--, 15.7cm L X 5.7cm W X 14.6cm H Weight: 2 Ibs (.9 kg) Enclosure: Cover- Die-Cast I Finish- Red Spatter Enamel - - Base - Die Cast Zinc 3 +i All parts have corrosion resistant finishes Cover Tamper: Tamper resistant screws, t ;1, Optional cover tamper kit available. Contact Ratings: OSYSU-1:One set of SPDT(Form C) OSYSU-2:Two sets of SPDT (Form C) i` 15.00 Amps at 125/250VAC j 2.50 Amps at 30VDC resistive Environmental Limitations: -40OF to 140OF (-40°C to 60°C) NEMA 4 and NEMA 6P Enclosure (IP67) Indoor or outdoor use (Not for use in hazardous . \ Iocations.See Bulletin No. 5400705 OSYS-U-E)(1 ' for hazardous locations). l Conduit Entrances: 2 knockouts for 1/2"conduit provided p' Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D OSYSU-1 Stock No. 1010106 Residential occupancy up to four stories NFPA-13R OSYSU-2 Stock No. 1010206 National Fire Alarm Code NFPA-72 GENERAL INFORMATION additional cover screws and hex keys are available. See The OSYSU is used to monitor the open position of an ordering information on page 4. OS &Y (outside screw and yoke)type gate valve.This device is available in two models;the OSYSU-1,contain- OPTIONAL COVER TAMPER SWITCH ing one set of SPDT(Form C) contacts and the OSYSU- A field installable cover tamper switch is available as an 2,containing two sets of SPDT (Form C) contacts. option which may be used to indicate removal of the These switches mount conveniently to most OS&Y cover. See ordering information on page 4. valves ranging in size from 2"to 12". They will mount on some valves as small as 1/2". TESTING The OSYSU and its associated protective monitoring The cover is held in place by two tamper resistant - system should be inspected and tested in accordance screws that require a special tool to remove. The tool is with applicable NFPA codes and standards and/or the furnished with each.device and should be left with the authority having jurisdiction (manufacturer'recommends building owner or responsible party. Replacement or quarterly or more frequently). PRINTED IN USA MKT.#8820004-REV J PAGE 1 OF 4 MFG.#5400979-2/97 WHEELOCK ( P � SERIES MT AND MT STROBE IDPO MULTITONE ELECTRONIC SIGNALS Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 2081 Craig Road • P.O. Box 28480 55 Glen Cameron Road St. Louis, MO 63146-4161 Thornhill, Ontario, Canada UT 1 P2 (314)878-4321 • (800)325-3936 (905)882-1833 Wheelock's, MT and MT Strobe Series Multitone Electronic Signals offer a choice of eight (8) nationally and internationally recognized alerting sounds: Horn, Bell, March Time Horn, Code-3 Tone, Code-3 Horn, Slow Whoop, Siren or Hi/Lo Tone. Wheelock's Code-3 horn and tone patterns are engineered to comply with NFPA/ANSI Temporal Pattern specifications without requiring additional coding means. With MT and MT Strobe Signals, one alarm appliance meets most of your signaling needs. Wheelock's MT and MT Strobe Signals are UL Listed, FM, CSFM and NYMEA Approved. Features • One alarm appliance with (8) eight selective signals to provide superior sound penetration for 4 various ambient and wall conditions with two field selectable sound output levels. y • Code-3 Horn and Tone meet NFPA/ANSI/ISO temporal pattern for standard emergency evacu- ation signaling. • Audible and strobe can operate from a single signaling circuit. • Designed to meet or exceed NFPA/ANSI Standards I, and ADA Accessibility Guidelines. • Low current draw with low temperature compensa- tion to reduce power consumption and wiring costs. Model MT-24-LSM • Low cost installation via standard electrical boxes. (strobe/horn shown) Attractive flush or surface mounting options available. dBA and Current Ratings Model MT 12/24 MT-24-LSM (Horn) (Strobe/Horn) Stock No. 1610914 Stock No. 1610915 Tone Amps Typical Amps Typical at 24VDC dBA at 10' at 24VDC dBA at 10' HI STD HI STD HI STD HI STD Horn 0.040 0.023 99 93 0.405 0.388 99 93 Bell 0.014 0.012 92 87 0.379 0.377 92 87 March Time Horn 0.040 0.023 99 93 0.405 0.388 99 93 Code-3 Horn 0.040 0.023 99 93 0.405 0.388 99 93 Code-3 Tone 0.028 0.017 95 90 0.393 0.382 95 90 Slow Whoop 0.048 0.026 99 94 0.413 0.391 99 94 Siren 0.036 0.023 98 93 0.401 0.388 98 93 Hi/Lo 0.020 0.014 93 88 0.385 0.379 93 88 PRINTED IN USA MKT.#8850002-REV A PAGE 1 OF 2 11/95 WHEELOCK SERIES MT AND MT STROBE 4' (E) POTTER, IC SIGNALS MULTITONE ELECTR ONIC Mounting Options A FLUSH(4"box) B. FLUSH(2"pang box) C. SURFACE D. CONCEALED CONDUIT MET BD% 2OAAC a2-t? ICB BA[X80% IN WALL 4'So.X 2.1/6' DEEP 6AL(B0X ICB BACKBOK DEEP BACKBOX r" O o ` Ae r® r11 e6-eofl ®' I41 rsrext' �' REWS RE'A'S (4)SCREW COVERS (4)SCREW COVERS 141 SCREW COVERS X�wS t (4)SCREW COVERS ilBXI7111GSY.k1'�"c o„riLvlaiCrnYAM-119 YAM—it Kll"RER O�'QN416?i4.5 W.00,1S!HuMuReCSC�➢�4IQ35 YEXier11M!1�Pra c�(rKtl r•ca� AWG.011 AWr.174 AWe.014 AWG.112 AWB 016 AWG.016 AW6414 AM A72 AWG.416 AWGJIA AWG,014 AWG.l12 BWGJIA AWaJ16 AWG.014 AWGJ12 a B B 4 e a B 4 6 e e 6 e 6 B 6 E. RETROFIT PLATE F. SURFACE OR SEMI-FLUSH G. SURFACE OR SEMI-FLUSH H. SURFACE MT4 Only EXISTING FSB BOX IN WALL DBB DR 4'SO.X 2.11r So OR ?4'SO X1.1 u DEEP BACKBOX OETP 6r:.XBbx ME OA PY.X 2-19 op ISP EXTENDER— �, ISP EXTENDER DEEP eAC96D% o C! SIGNAL r � ' ♦ r C, r ,ram((22��� 1• RP PLATE ® { ® 6 SCRFHT, � REWS �(4)SCREW COVERS �—Iz1 ce 1L,-12' 2)1B-32x1.11T 21 rtGT<Et/ $CREWS 6CREWS 4API`IYnv S:FEWS w SCREW COVERS (4)SCREW COVERS rAAKI QY_'G:11!eLR➢'_=R IDIfT S VAXIEGWY.AOkh1ER"QNQVC7DRfi kV LYuftlyllD Oc CaIQL IgeS N`-rutu Yu491R OF LOE:Du[iC93 AWGJ]fl AWG.f18 6WG.N4 AWG.012 AWG.419 AMID 016 AWGJIS AWG,112 AWr 01A AM,018 AWG_014 AWG.!]2 AVE 019 AWG.Me AWG.A14 AWLn e e e e e e e e 6 B a 4 e e B 1 I. WEATHER RESISTANT MOUNTING J. WEATHER RESISTANT MOUNTING Mounting Notes MT4 Only MT 12124 Orly 1. Mullitone Strobe models can be flush mounted to a standard 4 inch square by 2.1/8 inch deep electrical box(Figure A)or a standard 2-gang by 2-1/2 Inch w66A:%eox minimum deep electrical box(Figure B). LruMEXa BE MOUNTED 2. All models can be surface mounted to Wheelock's model ICB backbox(Figure C OY WALL SURFACEuNRO 17 CONDUIT �"- o ENTRANCE ON TOP or D)or to a 4'square backbox(model DBB or 88)with Wneelock's modes ISP extender(Figure F and G). ®.� 3. Multitone Strobe models can also be retrofitted to an existing Wheelock FSB backbox to replace Wheelock's model 7001 Strobe Hornwhen used with Whee- �� lock adaptor plate model RP(Figure E). / RekDO«s° 4. All MT(not MT4)models are supplied with four snap-In covers to conceal the � �'� ,e,e1• mounting hoes and provide an attractive installation.The snap-In covers are in- for terchangeable and have slats on each end so they can be removed If necessary l/) r � (by prying them up with a thin blade screwdriver).To insert snap-in cover,slide the outside edge of the cover(furthest edge from the strobe lens)partially into the mounting hole recess;then align the cover so It is parallel to the grille(not rux:mLlelmErala�raHQletGas ,,r,A"U,v.HubaE717_M!Q> M tilted)and snap cover into place. AWR ate AWra.c7A AWO 114 AWG#12 AWG..c1A AM P16 AWGJ14 AWS 012 5. The ICB surface backbox has 112 inch conduit knockouts on two sides.It has a 4 4 + 4 e e e e variety of knockouts on the back for mounting it to recessed electrical boxes and for wire entrances(Figure D).It can also be mounted to a surface with the two mounting ears that are supplied.The ears slide into slots on the back of the box (Figure Q.Use appropriate anchors for the wood screws that are supplied with the box(if necessary). 6. The IOB includes a prefastened gasket and four hole plugs.Make sure the condensation drain holes on the box lace downwards and that the box is vertical to permA drainage of any moisture.Use the mounting ears to secure the box(do not use the back knockouts).Use the hole plugs to seal the unused mounting holes on the Mul- titone grille (press them In securely from the back side of the grille). Mount the unit to the ICB with the four #8.18 screws supplied with the box. 1. Mounting hardware for each mounting option is supplied. 8. Conduit entrances to the backbox should be selected to provide sufficient wiring clearance for the Installed product.When extension rings are required,conduit should enter through the backbox,not the extension ring.Use Steel Ctl)y f53151 (1-112'deep)or 053171 (2-i/8'deep)extension rings(as noted In the mounting options)or equal with the same cut-out area. 0 CAUTION: Check that the Installed product will have sufficient clearance and wiring room prior to Installing backboxes and conduit,especially if sheathed multi• conductor cable or 3/4'conduit Ilttlngs are used. 9. Do not pass additional wires(used for other than the signaling device)through the backbox.Such additional wires could result in insufficient wiring space for the sig- naling device. PRINTED IN USA MH:T.#8850002-REV A PAGE 2 OF 2 11/95 46 IR 0 INCORPORATED CORONA,CA•(909)737-5599 FIG. 42 ANGLE BRACKET Material- Carbon Steel Function-Designed for supporting pipe at various distances from wall or column. Finish - Plain, Electo-Galvanized, and HDG. Order By - Figure number, size, and finish. 1 � MAX. APPROX. HOLE STOCK REC. WEIGHT A SIZE A B SIZE SIZE LOAD LBS. PER 100 �py�„•1 3 2y,,,� 7/16 1/4x1-14 180 y4•�6 ! `F �g} 3 3 2 9/16 3/8x1-1/2 390 85 FIG. 50, FIG. 51, AND FIG. 52 SIDE BEAM BRACKETS Size Range- (Fig. 50) 3/8 thru 7/8 inch rod. Size Range- (Fig. 51) 3/8 & 1/2 inch rod. Size Range- (Fig. 52) 3/8 & 1/2 inch rod. Material- Carbon Steel Function-Practical and economical bracket used to support hangers from steel and wood beams. Approvals- Fig.50-3/8", Fig.51: Underwriters' Laboratories listed and Factory Mutual Engineer- ing approved. Note-Fig.51 is used to accommodate current rod FIG. 50 schedule per National Fire Protection Association (NFPA) Pamphlet #13. It is necessary that whenever the NFPA rod schedule is used that this be indicated so that specific weight load require- _ B ments are satisfied. Specify rod size and Fig. 51 A NFPA Finish - Plain, Electro-Galvanized, HDG, and ! Stainless Steel Order By-Figure number, rod size`, and finish, 13 'Certified safety factor of 5-per 3:15.1.2NFPA#13. q C FIG. 50 APPROX. ROD HOLE STOCK WEIGHT SIZE A B C SIZE SIZE PER IDO 3/8 2 3/4 2 7/16 3/16x2 35 5/8 2 3/4 2 11/16 3/16x2 32 3/4 2=1/2 3/4: 2 1�2 13/16 _3/8x2-1/2 110. 7/8 2-1/2 3/4 2-1/2 15/16 3/8X2-1/2 100 aft C 0 INCORPORATED 49 CORONA,CA-(909)737.55" EIG.58 THREADED SIDE BEAM BRACKET Size Range—3/8 inch rod, pipe sizes 1/2 thru 4 inch. Material—Carbon Steel ;, _ FM Function — Practical and economical bracket used to support piping from wood, concrete or steel beams. o �o Features—Unique design allows rod to be easily threaded into bracket. Offset design permits unlimited rod adjustment. Center mounting hole will accept 3/8 and 1/2 inch fastener bolts. Per N.F.P.A.#13: 1/2 thru 2 inch pipe requires 3/8 'inch fastener, 2-1/2 thru 4 inch pipe requires 1/2 inch fastener.* - Approvals — Underwriters' Laboratories Listed in the —c USA (UL), and Canada (cUL), and Factory Mutual -Engineering Approved through 4 inch pipe. 'Note—Additionally U.L. has listed the Fig. 58 using (2) G): 0 #16 x 2" drive screws in wood construction for 1/2 thru 2" pipe; (2) 1/4 " x 2" lag bolts with no pre-drilling 1/2 " thru �1J 4" pipe. Also U.L. listed using (2) #14 Tek type screws in A minimum 14ga. steel for 1/2 thru 4 inch pipe; (2) 1/4 "x 1" tek screws in minimum 16 ga. steel 1/2 " thru 4" pipe. Finish— Plain and Electro-Galvanized Order By—Figure number and finish. t U.S. PATENT`#5,702,077 2.1/4x1 2(No o�prt-dri )Up Tek Type Screws to 4 inch Pipe Into Min.1 GGa.Steel Per NFPA Up To 4 Inch Pipe 1-Lag Bolt Bolt&Hex Nut Up To 41nch Up To 4 inch Pipe 2#14 Tek Type Screws Pipe 2-#16 x 2 Into mIn.14Ge.Steel Drive Sarr" for 1/2 Thru 4 Inch Pipe 1/2 Thru 2 inch Fipe a a m 0 0 , PIPE ROD A B C MAX. REC. APPROX. SIZE SIZE LOAD LBS.* WT./100 1/2 thru 4 3/8 2-3/4 1-I/2 1-1/8 300 14 'Safety Factor of 5 WIN INCORPORATED CORONA,CA•(909)737-5599 53 FIG.65 AND FIG.66 REVERSIBLE C-TYPE BEAM CLAMPS — 314 AND 1-114 INCH THROAT OPENINGS A Size Range - (Fig. 65 and Fig. 66) 3/8 B-1 I thru 5/8 inch rod(1/2 thru 10 inch pipe). n FIG.65 < FM Material - Carbon Steel with hardened cup point set screw and jam nut. (- Function - Recommended for hanging E c from steel beam where flange thickness L ;-: does not exceed 3/4 inch(Fig.65) or 1-1/4" ""tx (Fig. 66) Features - All steel construction eliminates structural , deficiencies associated with casting type beam clamps. May be used on top or bottom flange of the beam. (Beveled lip allows hanging from T—' ,'' top flange where clearance is limited.) May F be installed with set screw in up or down position. Offset design permits unlimited j rod adjustment by allowing the rod to be threaded completely through the clamp. B A Open design permits inspection of thread D I FIG. 66 engagement. A royals - Underwriters' Laboratories PP •� fi�•�"�, Listed in the U.S. (UL) and Canada (cLJQ. Factory Mutual Engineering approved. c Conforms to Federal Specification Society SP-69, type 19 and 23. Exceeds ram;=a''1 requirements of the irrational Fire Protection Association (NFPA), Pamphlet °' #13, 3/8 inch rod will support 1/2 thru 4 inch pipe, 1/2 inch rod will support 1/2 thru 8 inch pipe. �} Finish - Plain, Electro-Galvanized, and T- HDG. 1-- - Order By - Figure number, rod size, and finish. Fig. 65 TABLE Rod Size Pipe B C D E F Max.Rec. Approx A Size Load LBS.* N4't./100 3/8 1/2-4 1-3/16 3/4 1 7/16 1 610 28 1/2 5-8 1-1/2 3/4 1 9/16 1-1/4 1130 55 5/8 10 1-1/2 3/4 1 9/16 1-1/4 1130 55 Fig. 66 TABLE Rod Size Pipe B C D E F Max.Rec. Approx A Size Load LBS.* Wt./100 3/8 1/2-4 1-3/16 1-1/4 1 7/16 1 610 28 1/2 5-8 1-1/2 1-1/4 1 9/16 1-1/4 1130 55 5/8 10 1-1/2 1-1/4 1 9/16 1-1/4 1130 55 *Max. loads for clamp with set screw in up or down position. 54 1 rciL C)10 INCORPORATED CORONA,CA-(909)797-5599 FIG. 68 WIDE THROAT TOP BEAM "C" CLAMP WITH LOCKNUT Size Range - 3/8 thru 7/8 inch rod. Function - For attachment to structural shapes requiring wider throat especially under roof with bar joist construction. This clamp may be used in the set screw down position only. Approvals - Conforms to Manufacturers Stand- ardization Society SP-69, type 19. Finish - Plain and Electro-Galvanized. Order By - Figure number, rod size, and finish. Note - Do not overtighten set screw. FIG. 69 BEAM CLAMP RETAINING STRAP Size Range - 3/8 thru 7/8 inch rod by 4 thru 14 ? inch length. Material - Carbon Steel Function-To offer more secure fastening of beam clamp to beam when danger of movement might be expected. Approvals - Underwriters' Laboratories listed when used with Tolco U.L. Listed Fig. 65 and 66. Universal Beam Clamp. Finish - Mil. Galvanized and Stainless Steel. Order By - Figure number, type, length"A", and rod size being used with beam clamp. Note - Minimum return on Strap: 1". A 10 ROD HOLE STOCK TYPE SIZE SIZE SIZE A FINISH 1 3/8 7/16 169ax1 _Mil. Galt'. 1/2 2 5/8 11/16 149ax1-1/4 t Mil. Galv. tr1iIF 3 3/8 - 7/8 specify 129ax1-1/4 f Mil. Galv. 56A INCORPORATED CORONA,CA-(909)737.5589 FIG. 78 ALL STEEL CEILING PLATE Size Range -3/8 inch rod. ED Material -Carbon Steel. Function - Attachment to wood beams, ceilings, metal decks or walls. Can also be welded to steel beams. Approvals - Underwriters Laboratories listed in the United.States (U.L.) and Canada (cU.L.). Factory Mutual Engineering Approved. - Additionallly, U.L. has listed the Fig. 78 - 3/8" (for up to 2" pipe size) utilizing two - #14 x A 1-1/4" wood screws into wood and two - 1/4" x - 1" "TEK" type metal screws into minimum 14 gauge steel. Finish - Plain and Galvanized. Consult factory for Stainless Steel Material. Order by -Fig. number, rod size and finish. * Patent application in progress. FM o O 2" MAX QC ; u� u� � "%FHG. 78 E D(2) PIPE MAX REC. APPROX. SIZE A B c D E LOAD- wT./100 1/2" - 2" 3" 2-1/8" 1-1/8" 5/16" 3/8" 150 15 2-1/2" - 6" CONSULT FACTORY FOR DATA 'Minimum Safety Factor of 5. REV.NP 8/95 10TLC0 INCORPORATED CORONA,CA•(909)737.6608 61 FIG. 98 ROD STIFFENER Size Range— Secures 3/8" thru 7/8" hanger rod. Material—Carbon Steel Function — Secures channel to hanger rod for vertical seismic bracing. Finish- Electro Galvanized Order By—Figure number. FIG. 99 ALL THREAD ROD CUT TO LENGTH Size Range— 3/8 thru 7/8 inch rod iri 1 inch increments. ROD Max.Rec.Load LBS. Material- Carbon Steel. SIZE Far Service Temps 650°F 750°F Maximum Temperature - 750°F 3/8 610 540 Finish- Plain and Electro- 1/2 1130 1010 Galvanized. N444k 5/8 1810 1610 Order By —Figure number, rod 3/4 2710 2420 f diameter, rod length, and finish. 7/8 3770 3360 FIG. 100 ALL THREAD ROD FULL LENGTHS Size Range- 3/8 thru 7/8 inch rod in 1 inch ROD Max.Rec, Load LBS. Approx. increments. SIZE For Service Temps Weight Material- Carbon Steel. 650°F 750°F Per 100ft. Maximum Temperature- 750°F 1/4 240 215 12 Finish- Plain and Electro-Galvanized. 3/8 610 540 29 Order By — Figure number, rod diameter, and 1/2 1130 1010 53 finish. 5/8 1810 1610 84 3/4 2710 2420 123 7/8 3770 3360 169 1 4960 4420 222 1-1/4 8000 7140 360 1-1/2 11630 10370 510 T��cO INCORPORATED 73 CORONA,CA-(909)737.5599 FIG. 114 HEAVY HEX NUT Size Range = 1/4 thru 1-1/2 inch. Material- Carbon Steel WIDTH WIDTH APPROX. ROD ACROSS ACROSS WEIGHT Finish - Plain, Electrb-Galvanized, HDG, and SIZE FLATS POINTS THICKNESS PER 100 Stainless Steel. 1/4 1/2 37/64 15 64 1.2 Order By - Figure number, size, and finish. 3/8 11/16 51/64 23/64 3.1 5/8 1-1/16 1-15/64 39/64 12 7/8 1 -16 1-21 32 55 64 30 1-1 4 2 2-5 16 1 7 32 79 FIG. 115 FLAT WASHER Size Range - 1/4 thru 1-1/2 inch bolt. Material - Carbon Steel APPROX. ROD OUTSIDE WEIGHT Finish - Plain, Electro-Galvanized, HDG, and SIZE DIAMETER PER 100 Stainless Steel. 1 4 3//4 _ 7 Vw Order By - Figure number, size, and finish. �' .F y'f 1/2 1-3/8 3.9 a� " 5, � 3/4 2 11 1 2-1/2 19 MIER 9-2-1 1-14 3 26 , FIG. 116 BEVEL WASHER Size Range - 3/8 thru 7/8 inch bolt. Material - Malleable Iron Function -Designed to match taper of flange of I- beam or channel to permit right angle fastening of bolt. Finish - Plain, Electro-Galvanized, and HDG. APPROX. Order By - Figure number, size, and finish. BOLT WEIGHT SIZE A B C PER 100 3/8 1-1/4 11/32 5/32 9 /1 A.1/ : 1 ` - A C 1 5/8 1.1/2� .13/32 5f 32 14 i 1 3/4 1-1/2_'_.. 15/32 `--:7/32. ...16�, _ 1 --a 7/8 2 9/16 7/32 33 A � j^ T TO C 0 INCORPORATED 77 CORONA,CA (909)737.5509 FIG. 124 SPRING TOGGLE HEADS ONLY Material- Carbon Steel Function-Used With threaded rod in hollow walls. Finish - Electro-Galvanized Order By - Figure number and size. ;. DRILL APPROX. HOLE WEIGHT SIZE SIZE PER 100 1/4 5/8 3 3/8 7/8 7 1/2 1-1/4 10 FIG. 125 DRIVE SCREW Material-Carbon Steel t � Function - Equivalent to a nail, but has greater holding power. Finish-Plain and Electro-Galvanized. Order By - Figure number, size, and finish. APPROX. SIZE WEIGHT NUMBER LENGTH PER 100 16 2 2.2 FIG. 126 LAG BOLTS GIMLET POINT Material - Carbon Steel Function-Designed to faster!metal to wood. Lag screws are made With hex heads in lengths of 6 inches or shorter and square heads in lengths longer than 6 inches. Both types have coarse lag threads and gimlet points and are available in diameters of 1/4 inch to 5/8 inch,inclusive. Square- head:lag screws are also available in 3/4, 7/8,and 1 inch diameters. Finish - Plain, Electro-Galvanized, and Stainless Steel. Order By- Figure number, bolt size, length,and finish. Hex Lag Bolt Head Dimensions WIDTH WIDTH LAG BOLT APPROXIMATE WEIGHT PER 1D0 LENGTH LAG BOLT ACROSS ACROSS HEAD SCREW SIZE 1 1.1/2 2 2-1/2 3 4 SCREW SIZE FLATS POINTS THICKNESS 4 15r„21 27 3.2 3.8 4.9`' 1/4-' 16'7 K12 n 1164 /. 1. 3/8 -4.0 5.3 6.6 7.8 9.1 11.6 3/8 9/16 21/32 1/4 ".13.3':`" 15.5 17.8 22.3. 1/2 ` 3/4 7/8.. 11/32 5/8 23.2 26.8 30.4 37.6 5/8 15/16 1-3/32 27/64 To�cO INCORPORATED CORONA.CA•(900)737.5599 79 FIG.200 ADJUSTABLE BAND HANGER Size Range — 1/2 thru 8 inch pipe. Material— Carbon Steel, Mil. Galvanized to G-90 FM specifications. Q Function— For fire sprinkler and other general U� c U� piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features (1/2 thru 2 inch) 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. •(2-1/2 thru 8 inch) 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 U.S. (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 and Stainless Steel. Order By — Figure number and pipe size. -�-' i — 2 inch pipe PIPE ROD SIZE MAX. REC. APPROX. SIZE Inch Metric* A B LOAD LBS. WT./100 1/2 3/8 8mm or 10rnin 3-1/8 2-5/8 400 11 3/4 3/8 Sn;m or 10mm 3-1/8 2-1/2 400 11 s 1 3/8 Sinn or 10mm 3-3/8 2-5/8 400 12 1-1/4 3/8 8mm of 10mm 3-3/4 2-7/8 400 13 " 1-1/2 3/8 8111111 or 10mm 3-7/8 2-7/8 400 14 -L f \ 2 3/8 8mm or 10mm 4-1/2 3 400 15 2-1/2 3/8 10nun 5-5/8 4-1/8 600 27 3 3/8 10mir► 5-7/8 4 600 29 3-1/2 3/8 10mm 7-3/8 5-1/4 600 34 4 3/8 10mm 7-3/8 5 1000 35 112 - 3/4 inch pipe 5 1/2 12mm 9-1/8 6-1/4 1250 66 2 1/2 - 8 inch pipe 6 1/2 121nm 10-1/8 6-3/4 1250 73 8 1/2 12mm 13-1/8 8-3/4 1250 136 Oi,dci-Fig. 200 �1 Sq INCORPORATED CORONA,CA-(909)737-5599 FIG. 207 BAFFLE PLATES Material- Carbon Steel Function - To direct heat toward the sprinkler head in an automatic fire sprinkler system. Finish - Mil. Galvanized Order By - Figure number, square dimension, gauge material, and hole size. Note - Other sizes and split plate types available. Consult factory. APPROX. WEIGHT SIZE PER 100 12x12x20ga 150 18x18x20ga 330 FIG. 209 WEDGE ANCHORS Ain Size Range - 1/4 thru 1 inch mach thread. Material - Carbon Steel Finish - Electro-Galvanized and Stainless Steel. Order By - Figure number, diameter length,and finish. FIG. 210 SELF-DRILLING ANCHORS Size Range - 1/4 thru 7/8 inch mach thread. Material - Carbon Steel Finish - Electro-Galvanized Order By - Figure number and diameter. a D INCORPORATED C.ORON&CA.(909)737-5599 131 FIG-907 4-WAYLONGITUDINAL SWAYBRACE ATTACHMENT Size Range—i"X 1", 1"x 1-1/4"&1-1/4"x 1-1/4"bracing pipe. & Material— Carbon Steel, hardened cone point engaging screw. State of Function — For bracing pipe against sway and seismic California disturbances. Functions as a longitudinal brace connection when O S H P D attached to a lateral brace pipe. Bracing connection must be ;., APPROVED positioned as close as physically possible to the braced pipe (No more than 3" away). Must be used only with Tolco bracing r. components. When used in conjunction with Tolco Fig. 1000, this combination bracing restricts piping movement in tension and compression'both laterally and longitudinally. Features —. Universal .swivel design allows the Fig. 907 to achieve any angle of attachment required. Pipe end requires no A threads — simply slide bracing pipes through fittings and tighten cone point engaging screws until the heads bottom out. Application Note — Length of bracing pipe per National Fire Protection Association (NFPA) Pamphlet 13, (1996 Edition)Table 4-14.4.3.5.5 (L/R=200): 1" schedule 40 pipe maximum 7'-0": 1 1/4" schedule 40 pipe maximum 9'-0". Alternative pipe - materials are currently under review,please consult factory. Approvals.= Underwriters' Laboratories Listed per 203A(LTL). + Approved by State of California Office of Statewide Health, Planning and Development(OSHPD). Finish— Plain, Electro-Galvanized and HDG. Order By— Figure number,bracing pipe sizes and finish. Important note —The Fig. 907 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance the U.L. Listing requires that the Fick. 9o7 must be used only with other Tolco bracing products. NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS. Tolco fig.980 \ \\�` _ Tolco fig.980 Tolco fig.907 Tolco fig.1000 Tolco fig.1000 Tolco fig.907 —•� Talco .980 Tolco fig.960 7 4-Way longitudinal brace 4-Way riser brace PIPE MAX.HORIZONTAL APPROX. SIZE A B DESIGN LOAD LBS. WT./100 I x 1 4-3/4 4-3/8 655* 103 1 x 1-1/4 5-1/16 4-13/16 655* 107 1-1/4 x 1-1/4 5-3/8 5-1/4 655* 109 *Load will accommodate up to 4 inch pipe at maximum spacing, for 6 and 8 inch pipe reduce spacing between braces. e� To�cO 136 INCORPORATED CORONA,CA•(900)737.5509 _ FIG. 1000 "FAST CLAMP.. S WA Y BRA CE A.TTA CHMENT Size Range-Pipe size to be braced: 1"through 8" Sch. 10 and 40. Pipe size used for bracing: 1"and 1.1/4" Sch. 40 IPS. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. The pipe attachment com- ponent of a sway brace system: Fig.1000 is used in conjunction with a Tolco 900 Series Fitting and joined together with bracing pipe per NFPA#13*, forming a complete sway brace assembly. Features-Can be used to brace Schedules 10 and O 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe unnecessary. Unique design requires no threading, of bracing pipe. Can be used as 4-way riser brace. Can be used as longitudinal brace. All steel construction eliminates structural deficiencies associated with casting type sway brace fittings. 1 Comes individually packaged with illustrated installation instructions-sizes are clearly marked. Steel leaf spring insert provided to assure installer and inspector that necessary minimum torque has been achieved. Application Note- Fast Clamp need not be field assembled. Position Fast Clamp and tighten two hex nuts until leaf spring flattens. A minimum of 1 pipe extention beyond the Fig. 1000 isi- recommended. L - —— *Length of bracing pipe per National Fire Protec- tion Association, Pamphlet#13, paragraph A-3- 10.3.5: 1" Schedule 40 bracing pipe maximum 7'0", 1-1/4"Schedule 40 bracing pipe maximum 91019. Approvals- Underwriters' Laboratories listed. Note - Must be used with Tolco Y.L. Listed 900 Series attachment - Finish - Plain, Electro-Galvanized, HDG, and Stainless Steel. Order By - Order first by pipe size to be braced 1, followed by pipe size used for bracing,figure num- ber, and finish. o ICO 10P 132 iNcoRPORA�o , CORON.t CA.(909)737-5599 FIG.909 NO-THREAD SWIVEL SWAYBRAGBATTACH1V E T Size Range— 1 and 1-1/4 inch bracing pipe. For brace U� pipe sizes larger than 1-1/4 inch use Tolco Fig. 980. state of Material—Carbon Steel,hardened cone point , engaging screw. o - to California Function—The structural component of a sway and "' O S H P D seismic bracing system. ,,: APPROVED Features— No threading of the bracing pipe is required. tip r � 1;�• n :, 4 •�\ + Open design allows for easy inspection of pipe engagement. F r H All steel construction eliminates deficiencies associated with malleable type attachments. • Fastener can be mounted to all surface angles. Application Note-The Fig. 909 is used in conjunction with the Tolco Fig. 1000"Fast C1ampT"" A Fig. 2001, or Fig.4(A)pipe clamp, and joined B together with bracing pipe. Install per NFPA#13 \� and/or Tolco's State of California OSHPD Approved t, Seismic Restraint Manual. 'Installation—Extend bracing pipe through ° opening. Tighten cone point engaging screw until head bottoms out. Approvals-- Underwriters Laboratories Listed per 203A(UL). Approved by State of California Office of Statewide Health, Planning and Development (OSHPD). Finish— Plain, Electro Galvanized and"HDG. 0, Order By—Figure number,pipe size and finish.* Important Note—The Fig. 909 is precision manufactured to perform its function as a critical n component of a complete bracing assembly. 0 To ensure performance, the U.L. Listing requires o that the Fig. 909 must be used onlu with other Tolco bracing-Products. NATIONAL AND INTERNATIONAL PATENT APPLICATIONS IN PROCESS. aStandard washer(Fig. 115) — required for 2765 lb. A Ax MAX. design load HORIZONTAL HORIZONTAL DESIGN DESIGN PIPE LOAD LBS. LOAD LBS. APPROX. SIZE A B H• W/WASHER WT./loo 1 6 1-5/8 17/32 2015 2765 91 1-1/4 6 1-5/8 17/32 2015 2765 97 " Available with hole sizes to accommodate up to 3/4" fastener. Consult Factory ti r ._ PABROAD AND VERSATILE METAL FRAMING LINE, More Than 8,000 Quality Products . The Power—Strut metal framing system can be regarded as a basic building material. our metal framing system is an erector set concept, using channel and fittings to solve many applications.You can conceal metal framing in the basic structure of a building or run it along the surface of walls, ceilings and floors. An endless array of fittings provide freedom to work at virtually any angle along any surface to shape a support system that fits your exact needs. Available finishes include hot—dipped galvanized, pre—galvanized, electro— galvanized and painted, along with material choices of steel, stainless steel and aluminum. Beyond its versatility as a basic building material, metal framing is popular for more exotic applications such as clean rooms, satellite dish supports, x—ray ' supports, storage racks,theater screens, tunnel stanchions and offshore platform catwalks. While the uses of metal framing are truly unlimited,they fall into three major categories. Electrical Systems Versatile metal framing is widely used by electrical contractors to support conduit, panel boxes, raceway systems and other electrical components. In addition, Power—Strut channel can be used as a wiring raceway. Products marked with the UL symbol in this catalog are listed by Underwriter's Laboratories for use in raceway applications. Channel raceways or support systems can be attached to ceilings,wood or steel beams, inside columns or imbedded in concrete.Trapeze systems can r support conduit from either the to or bottom. suppo p As a lighting support system, metal framing helps assure proper alignment over long spans.As a raceway system, channel offers an opportunity to reduce construction costs through more efficient use of installation labor.The exceptional versatility of channel gives contractors more flexibility in solving miscellaneous problems which may arise at the job site. i i . - _ . BACKED BY A LEADING REPUTATION FOR QUALITY AND SERVICE. Mechanical Systems That Reduce Costs For mechanical support of HVAC, plumbing and fire protection systems,the versatility of metal framing systems is unmatched. It is by far the most popular framing system with contractors because the wide variety of fittings and support devices available help solve virtually any support problem without expensive welding. Piping stanchions, ceiling and wall-mounted supports and tunnel supports are common metal framing applications. Concrete insert, shelf bracket, wall and ceiling-mounted systems provide flexible solutions to any piping support applications. In addition, pipe support products such as Power-Wrap and cushioned clamps provide insulation to prevent potential damage from noise, vibration, -4�1 temperature variations and metal-to-metal contact. - OEM Components And Maintenance Metal Framing systems provide convenient solutions for maintenance and retrofit requirements in processing and manufacturing facilities. Also, Power- Strut products can be used as cost-effective components in OEM applications. For example, channel can be used as conveyor stands and side rails or provide framing for panel cabinetry products, or for generator, motor and pump supports. 3 The complete line of products and leading reputation for quality and service make Power-Strut your practical choice for metal framing. Contact your local o • ® Power-Strut representative for additional information. 1,� POWER—STRUT FINISH SPECIFICA T IONS PRE-GALVANIZED (PGL) Material(steel strip)is coated a's� tL.'C OA1 IMG ; ;i with zinc by hot-dip process prior o to roll-forming or press operations. cv The zinc coating conforms to 'r b r + c1'r r r �• ,fit r , zy +•� < < P,° ,, ^+ ASTMA-525,Grade 90 General t � Jj• n F ,rra t1S'; Requirement for Steel Sheet,Zinc- 'is 4 �s,,� w q Coated Galvanized b Hot Dip � �t Pre-galvanized zr (Galvanized) Y a 1 'Sn' ys o y 7j•t r r �cia atlig Qepe'Ua� Process. steel Y r.��a1,,7 Q ' •t'��!++ i � 7'1� �t� 9Chann6l and 4y�� Hot Dip Galvanized HOT-DIPPED GALVANIZEDct;;�< ., N s� .tea t (HI2G) —iylateriiu is coated with �!-t�4'•�`:,, �;�j�,'o�y�i o-`•5',� �•� zinc after being roll-formed or after ; 2cal�r Zinc Coating11 all manufacturing operations are s r QPsI completed,conforming to ASTM specification No.A123 orA153. i` rf' sac ass �, .. Th1aTs � fyz"rb� , Prepared Steel � • • • f�l�S�s� i ri .•,� ,��;.�� ��'�:_, as, i i>,`} Is OF ZINC 40 Giq' ►; t IZED FINISHES ELECTRO-GALVANIZED (EG) cluicss L .AElectro-Galvanized Fittings and hardware are electro- � x , R � • w ; t t Prepared Steel , lytically coated with zinc to com- mercial standards(ASTM B6331�lpe r III C 1 �eoi r Electro-Galvanized s r Zinc Coating * H 'de> yd � t r, t us•�,rf. '. ! l{�?Ay'� ����ll� '•„�ftI`+�A31� Ti �ak,��l�0.^�4'�,.a���T t "�i"7.,�,ip+(4}i1`n'?L`1.I Bc?.!ft,Nuts,Clamps and Fittings �•� "�'u_ �1'� i.,'�'tx�'71•���'i�i.'.� 1'1`1��r.��7"i'I�Y.S.��S:�' ��� s : e . POWER-colter (ZD)-A•5 mil FINISHES (Ordering): Yellow Dichromate Conversion Coai electro-galvanized zinc plate is applied with a cohesive molecular bond to the When ordering,add the finish to Electro-Plated Zinc Coating steel base metal,in compliance with the part number. the ASTM B633 standard. Yellow r Dichromate is applied over the zinc Examples: PS 200-10 PGL ytt r, PS 200-10 ZD rots � , fi,y and results in a gold appearance which - F acts as a nonporous barrier sealant. PS 200-10 GRN ram' Prepared Steel i POWER—STRUT FINISH SPECIFICATIONS • e POWER-GREEN (GM — Channel and parts are cleaned and . : , ; �.• r ��,��r Sealer = phosphated.Immediately afterward, Phosphate Iron +� - a uniform coat of rust-inhibiting acrylic enamel paint is applied by F•�tna .$k �.�rTae1 +Y�r ' Y ; • electro-deposition and thoroughly ed ' baked. off"'` ` Q Y4ersi0ii � r�Y• nlyh Prepare Steel �wr, rc •'�• Q 'l� y Y i "' i• 'ro„�i`. .. Channel, Closures and Fittings 'J Vn � 7j r ..ti�Ar• r `I.4.Yr PLAIN (PLN)—Plain finish •� g � designation means that the chan- on: A ; 4 �r�, Steel(oiled surface) .;.jR:. nel retains the oiled surface applied to the raw steel during the "," •, r ,� � _��, u rolling process.The fittings have xa ��� ` & the original oiled surface of the + 1 s`�;�' nrY' ',•a 'I bar-stock material. ,f C�, r1 ,,�✓�4, r t'','t`M `fir•P`{ 1 +'C' ,S4aJG jt�Er''��C. t,?�"MAF� r Y ti ro ,i : I2S ti nl r 7 �x Closures .• • �r.,��,.:at�'u�v,lscfthlt't..'•.'�C).<, �a��i. �'CCgt ��•t,���:s y�'' �+� tom''"•� � 17l9K., .. ,,:.1• vt, Aluminum ALUMINUM(AIM)—Channel is extruded aluminum in accordance '' , iiat, .• °fix, Extruded Aluminum Ct:t [tdViRU(� + : j h l with ASTM B221 Type 6063-T6. t t m n j, �1�tf 1 y t,; _ si--,yl;f i'i. Z ('t' h.t� �•�'�y FrAJ C -6aW •� } (G-!''�T' �y�1 _ . , • Ate `§•',�'4 e(f;tt 3 14j,C $YA rxy S1ia LjCyS:. i -.S� 41,Sr ,Y p6'1 ° $ 1� a $C11 �►tAE" ((� �+ �•'� '' �M d� F i 1 Y is �• • u..M'�. ,,•} 1 �wr+, +�L=r •.�q #�{,� �'T;ifr��� ',c '�` `� �/yak37� ��®���� � Sut *,w 1•j(�W�i Cha 51' .<�i� '•�� �'t�Tl,W.piner.:t��j�t,� ItiFJ�`�� '�. ���5•;51� 3•r.1,�� 1�1,'t d.:i•.. Y t. • • Fittings nnel,STAINLESS STEEL—Material in accordance with ASTM A 240 Type 304 or Type 316 Stainless Steele,; i Ce 304 or type 316). a tit i :nip' �• ` d s Channel, Closures and Fittings t POWER-STRUT FINISH SPECIFICATIONS niK:::rYSf'� MATERIALS: Channel* &Closures—Pre—Galvanized ASTM A653 Grade 33, Steel Sheet Zinc Coated by Hot Dip Process Channel*—Plain, Painted or Hot Dip Galvanized ASTM A-570 Grade 33, Hot Rolled Carbon Steel Sheet and Strip, Structural Quality Channel*-Stainless Steel ASTM A-240, Type 304, Heat Resisting Chromium and Chromium—Nickel Stainless Steel Plate, Sheet, Strip for Pressure Vessel Channel*—Aluminum ASTM B-221,Type 6063 T6, Aluminum Alloy Extruded Bar, Rod, Wire, Shape and Tube Closures—Plain, Painted or Hot Dip Galvanized ASTM A366, Steel, Strip, Carbon, Cold—Rolled Fittings*—Steel • '/a" Nominal Thickness—ASTM A-575 and A576t •%" Nominal Thickness—A36 (Structural Steel) Fittings*—Aluminum ASTM B-209 Accessories—Steel • Less than Nominal Thickness—ASTM A-569, 1008-1010 Grade, or(when Pre—Galvanized)ASTM A-527/Coating Designation G90 40 Pipe Clamps—Steel A-570 Grade 33 Pipe Clamps—Stainless Steel ASTM A-240,Type 304 Pipe Clamps—Aluminum ASTM B-209, 5052, H32 Grade, Sheet and Plate Channel Nuts ASTM (%" &'/2") A-576 Grade 1015M, A-675 (1/4") Grade 60, Case Hardened to RC25 min. Hex Nuts and Bolts ASTM A-563, Grade A and ASTM A-307, Grade A Threaded Rod ASTM A-510, Hot Rolled, 1008-1010 Grade *Channel referenced is 15/e"wide,fittings referenced are for 16/e"channel. t Some'/a°fittings are produced from A-36 Structural Steel. 4 Ii v Power-Strut channel sections are produced by multiple sets of forming rolls which cold-work strip steel into the channel configuration. This type of roll forming produces a uniform channel section held to the specifications of MFMA -2. MATERIALS: Plain and painted green channels are.formed from structural quality strip steel which conforms to the requirements of ASTM,A-570 Grade 33. Pre-galvanized channel conforms to the requirements of ASTM A-653 Grade 33. STANDARD LENGTHS: Stock lengths are 10 and 20 feet.Special lengths are available upon request., STANDARD FINISHES: Standard Power-Strut channel is available in plain,painted green,zinc dichromate or pre-galvanized finishes. ORDERING INFORMATION: When ordering,add the length or size and finish to the part number. See page 6 for finish abbreviations and an example, CHANNEL „ General Information POWER STRUT' Finish:Plain,painted green or pre-galvanized Stock Length:10'and 201,other lengths on request Order By:Part No.,Length&Finish PS 100— Steel Channel 1 V8"x 31/4"x 12 ga.) r A t 4 r 3A11 �9� 3/Bn Cr �fY g/32u 1.750" 3 /a° �12 Ga. x + —} x 1.500" Y ELEMENTS OF SECTION X-X Axis Y-Y Axis Area of Moment Section Radius of Moment Section Radius of Weight Section of Inertia Modulus Gyration of Inertia Modulus Gyration (Ibs./100 ft.) (Inch2) (Inch') (Inch') (Inch) (Inch') (Inch') (Inch) 284 0.834 1.032 0.591 1.112 0.406 0.500 0.698 Modulus of Elasticity:29,000,000 PSI; *Effective section properties PS 100 H —Channel with Holes PS 100 EH — Channel with Elongated Holes 9/,a"Dia.Holes 9/16"x 11/e"Dia.Holes --- ------r---------------- 16� -----_._------ ------ ---- 0 -a ----- --- ------- ---------------- -- --------- -------- -- t3/18" - 1 7/�" 5/g"� rZ■ (n'p•) Weight: 300 Ibs./100 ft. Weight: 300 IbsJ100 ft. PS 100 S —Channel With Slots PS 100 K06— Channel with Knockouts r �i,JJ c 13/32"x 3"Slot 7/e"Dia.Knockouts 1T ---- _ �-------_ _--- 'T --------- ----------------- _- - ---- --------------- ----- -------- ------------------ -- , 1/2■ 4" 3" ---I 6" Weight:300 Ibs./100 ft. Weight: 305 Ibs./100 ft. General Information CHANNEL Finish:Plain,painted green or pre-galvanized Stock Length:10'and 201,other lengths on request Order By:Part No.,Length&Finish PS 100 - Beam & Column Loads Max. Load Static Beam Load (X-X Axis) of Column Total Uniform Total Uniform Total Uniform Span, or Loaded at C.G. Load Deflection Load @1/240 Load @1/360 Column (K=1.0) @25,000 PSI @25,000 PSI Span Deflection Span Deflection In Lbs Lbs In Lbs Lbs 12 16,870 9,910 * -0.01 - - 18 15,210 6,610 * 0.02 - - 24 13,000 4,960 0.03 - - 30 10,320 3,970 0.05 - - 36 7,590 3,300 0.07 - - 42 5,830 2,830 0.09 - - 48 4,680 2,480 0.12 - - 54 3,900 2,200 0.15 - - 60 3,330 1,980 0.18 - _ 1,800 66 2,900 1,800 0.22 - _ 1,490 72 2,580 1,650 0.26 - 1,250 84 2,110 1,420 _ 0.36 1,380 920 96. 1,800 _ 1,240 0.47 1,060 700 108 1,570 1,100 0.59 840 560 120 1,400 990 0.73 680 450 * Bearing load.may govern capacity. For Pierced Channels, reduce Column loads are for allowable axial loads and must be reduced for beam load values as follows: eccentric Loading. For concentrated load at center of span, divide PS-100-EH 15% uniform load by 2 and multiply corresponding deflection by 0.8.This PS-100-S 15% load table is based on a solid channel section. PS-100-H 10% PS-100-K06 5% PS 100 - Crush Loads 5,500 Lbs. 4,000 Lbs. 2,000 Lbs. Resistance to Slip-1,500 lbs. per bolt when'/2"PS NS channel nuts are used. Pull Out Strength -2,000 Ibs, per bolt when '/2" PS NS channel nuts are used. CHANNEL General Information ■ ■ Finish:Plain,painted green or pre-golvanlzed Stock Length:10'and 201,other lengths on request Order By:Part No.,Length&Finish PS 200—Steel Channel (15/e"x 15/1►'x 12 ga.) •'''�n 3/6" '�" 3/9" `uyAN aw s + X /8 X 12 Ga. .710" Y ELEMENTS OF SECTION X-X Axis Y-Y Axis Area of Moment Section Radius of Moment Section Radius of Weight Section of Inertia Modulus Gyration of Inertia Modulus Gyration (ibs./100 ft.) (inch') (inch') (inch3) (inch) (Inch') (Inch') (inch) 176 0.519 0.176 0.192 0.581 0.222 0.273 0.654 Modulus of Elasticity: 29,000,000 PSI PS 200 H —Channel with Holes PS 200 EH — Channel with Elongated oles B/16"Dia.Holes '• - 9/,6"x 11/6"Dia.Holes ` ' 1Ti --- ------ -----O----O- 1�----- ----- ---- ------ T� --- ------- -----0-------- -- ---------- ------- ------ (typ•) Weight: 186 lbs./100 ft. Weight:185 lbs./100 ft. PS 200 H3 — Channel with Holes PS 200 K06 — Channel with Knockouts 9/le"Dia.Holes ;;a ;, 7/e"Dia.Knockouts 1� --- ------♦-----O-----0- -------- _---------------- -- s:• --- ------- --------------- 1�--------- ------------------ -- ' 13/16" 1 'v---1 (typ•) y Weight: 175 lbs./100 ft. Weight:190 lbs./100 ft. PS 200 S —Channel with Slots PS 200 S0 — Channel with Slotted Back 73/3z"x 3"Slot 3/4 I ---- - --------------- ----- - -- -- 1 s « —•— --- 1 /a —•— 4" 7/e"x 3 1/2"Slot 41/2" Weight: 185 lbs./100 ft. Weight: 173 lbs./100 ft. CHANNEL General Information 4 , POWER-STRUTFinish:Plain,painted green or pre-galvanized Stock Length:10 and 20,other lengths on request " Order By:Part No.,Length&Finish € ; i� PS 200 — Beam & Column Loads Max. Load Static Beam Load(X-X Axis) of Column Total Uniform Total Uniform Total Uniform Span, or Loaded at C.G. Load Deflection Load @11240 Load @1/360 Column (K=1.0) @25,000 PSI @25,000 PSI Span Deflection Span Deflection In Lbs Lbs In Lbs Lbs 12 10,580 3,230 0.01 — 18 9,720 2,150 0.03 — — 24 8,670 1,610 0.06 — — 30 7,530 1,290 0.09 — 1,230 36 6,360 1,080 0.13 — 850 42 5,240 920 0.17 — 630 48 4,420 810 0.22 720 480 54 3,830 720 0.28 570 380 60 3,390 650 0.35 460 310 66 3,040 590 0.42 380 250 72 2,760 540 0.50 320 210 84 2,310 460 0.69 _ 230 i 160 96 1,980. 400 0.90 180 120 108 1,710 360 1.14 140 90 120 — 320 1.40 120 80 Column loads are for allowable axial loads and must be reduced for For Pierced Channels, reduce eccentric loading. For concentrated load at center of span, divide beam load values as follows: uniform load by 2 and multiply corresponding deflection by 0.8.This PS-200-EH 15% load table is based on a solid channel section. PS-200-'S 15% PS-200-H 10% PS-200-K06 5% PS-200-SB 30% For Extruded Aluminum Channels, reduce beam load values 38%. PS 200 — Crush Loads 8,000 Lbs. 5,000 Lbs. 3,500 Lbs. t t I t , Resistance to Slip-1,500 lbs. per bolt when'/2' PS NS channel nuts are used. Pull Out Strength —2,000 lbs. per bolt when'/2' PS NS channel nuts are used. FASTENERS i General Information IT Standard Finish: Electro-galvanlzed Order By: Part No.,Slze&Finish L J ' PS LS—Clamping Nut with Long Spring PS RS—Clamping Nut with Regular Spring X Wt./ Size Threads 100 pcs #8-32 32 7.2 #10-24 24 7.2 #10-32 32 7.2 '/a" 20 7.1 6/s" 18 7 ' 3/a" 16 9.9 Wt./ Size Threads 100 pcs I '/z° 13 11.9 '/a° 20 7.5 %ff 16 10.2 '/z' 13 12.3 W, 11 15.8 Wt./ „.. 3/a" 10 14.1 :r; " , Size Threads 100 pcs V 11 15.5 'A" 10 13.8 7/9" 9 14.3 I ' I Use With: PS 100 and PS 150 Channel Use With: PS 200, PS 210 and PS 300 Channel. PS TG—Top GripTm Nut PS 3281 — Double Conveyor Adjusting Nut i 'I wt./ ' Part No. Size Threads 100 pcs +� PSTG'/a 1/a" 20 7 i' PSTG% 3/6" 16 10 PSTG'/2* '/2" 13 8 Wt./ Size Threads 100 pcs /e' 16 17.5 Use With: All 1%'Channel. *PS TG'/2'nut has a%"body thickness Use With: All 1 W channel. if; l I FASTENERS ■ . General Information Standard Finish: Electro-galvanized Order By: Part No.,Size&Finish f PS SS-Clamping Nut With - p. g h Short Spring PS NS Clamping Nut without Spring j wt./ ,q2 h Size Threads 100 PCs " rr" #8-32 32 8.0 #10-32 32 6.6 #10-24 24* 6.7 ' _ i /4" 20* 6.6 18* 6.4 16* 9.3 Wt./ '/2" 13 11.4 Size Threads 100 PCs #8-32 32 7.0 #10-24 24 7.0 #10-32 32 7.0 r wt./ Threads Size d 100 PCs � 20 6.9 , 15.2 5/,s° 18 6.7 3 9/4" 10 13.0 16 9.6 1/s" 9 14.0 11* 11.5 3/a" 10* 10.0 l Use With: PS 400, PS 500 and PS 520 channel. Use With: PS 100, PS 150, PS 200, PS 210 and PS 300 channel *PSSS%"and PSSS$/e"nuts have%'body thickness. *Can be used with PS 400, PS 500 and PS 520 channel. PS 517- Channel Nut with Stud PS NS S-Shallow Clamping Nut without Spring wt./ - Size 100 PCs M . . '/4`x 1" 8.1 1/"x 11/4" 8.3 V4"x 1'/2" 8.6 '/4"x 2" 9.1 %U x 1" 13.0 Vx1Ya" 14.0_ /e"x V/2" 14.0 %"x 2" 15.0 wt,/ '/2°x 1" 15.0 Size Threads 100 pcs '/2"x 1'/4" 16.0 '/z 13 6.9 '/2"x 11/2" 17.0 /e' 11 9.7 '/2"x 2" 19.0 3/a° 10 8.4 Use With: PS 200, PS 210 and PS 300 channel. Use With: PS 500 and PS 520 channel. ' � :ti G ' �. ', O� ,.• gym ?� � •6 7, Q" P 1\61 ,• � �v ,; Q 1 3vr �F<nku7� polo Flri { Y r Fs '� �- •7 r riµ. t„ 4 �!4 ' �- h Ile • (� Grinnell Allied ; SUPPLY SALES COMPANY 16100 South Lathrop Avenue TUBE & CONDUIT Harvey,Illinois 60426 (312)339A610.1-860-SALLIED ALLIED SCHEDULE 40 TM ALLIED SCHEDULE 10 Axed Schedule 40 pipe Is iii to provide nceAra apa.ftmws governing duabllxy,Pmsl elen- tr captbn.l domestic quality nnnprn The m*A 4 a sans"wopartie•,material M Tiro p°�a+° pipe specifically cello ned p.cuen.enpne«ad compo°Nion,lolersncas and ScMdM 4o prodhxd w:h ed NO fh-um..rod hill Schedrle 40 Vp.d woonc, other relevant Product exceptionally low variation In Installation it,loday's quaky quathlea tloubi Jex diameter and well advanced•4xro hbgY sprinkler system.Like all of Atked Schedule 40 pipe The Inherent strength of control ns pedbn during the ou qul'my sprm:.a p"and meats all ASTM-A135 Allied Schedule 40 pipe Iran l•ch••hg prooms help. c°mponarMi AW Scnedw. stah0.rd. AuiW Sc heidur.40 pip.e to maxim that Allied Pipe will 4p pipe male or expects as Aced Schedule 40 pipe h« m-Acare:porn nqn have Corsbienl Properties Ailed Light wsfi Pipe .eo Ifim aooaoe.,lda• _ Fa.e of hnndr+p for Volatile Industry sPeeMealione-« t)W frWoU9"y tested,and oua'ry silo.she a work and uniform comp«hlon for N a quality domestic ancea material°omit won, cost erndervy As,W high:well proe hu m1k a our Own atrInlg.n1 e«ier 11muldng and longer manufactured product with M.«wall Us Allied's own apt4er wtl91s d A11,W been tested act pros-illas CatA.W. naraenW avagn..Peciu � Th. q.+a7Aae b gltatly con"WWWarde.to mrnsnkat Properties,that roll lom kN process br Ot°°di^9 Ood 0N,The entl exceptional phyelCal .xaMp uariduda of aph{.A•y pepo ay i«war uM h ssMm:aC rprnxfar assure untiprm corn Ion result is a Imp-lankg,highly characteristics;and consistency uW oua ty. handling.resulting in reduces sylcams.Me" P0°x camdY with the exaMnq excapgnat suarhgn Oro adaptable Schedule 40 Pips sevemaglows hydraulic in corn am npu:wnwa d NFPA 13. and eonateteN appeaance, srsnOsrds of ASTM•At35 aNbRn d1IQn espadlhia Ideally Rsducad win ht with conadsnds AOW me tulact.e.as "ooro4sha.Apd g excellent strength g 1rolgN a■vnga 130 and 13R axi40 pipe utftng an ehuacNMlea erleo b us,n sty sprinkler Increased strength eacluatve,mr ovethe swum."Jullbn,Aced Alaada unique n.Grw coke Flexible design for AMksd Not wa6 pipe le SCHEDULE 40 PIPE AVAILABLE IN TRADE SIZES tghrwall pipe is a proven l'THRU 2'IN LENGTHS OF 21'AND 25' Performs!that compiles wml �"���produces �gm kwerlrg live Neud�lable In tom IollowNp the r 1vngqWWaac of s01° A.TM.4135,Lg14sim but "'h a:C401wa41 tens Ike Aped onyx wen ppn'e I.tgr lied#uz"11 t ru 41 n sae a 7hId, rva i•w strong Ono duebl°,Ina rings`.Axed light WA pipe 'nude dumwer tt wdn loi MIS,25' .•rhea R see. precleimw'd rtwana Allied °"°f°906 30%9re.tr lenple nM°°aw ram sow sled These sues 6•.suu jr in 1' 1.315 1.049 133 1.88 70 fight wall Dipe wo.n kv ease nrenpth ash the mnlmunl vok me,Mica can recur. te.1Wt1.Pl'oMy. d hsndllnp b fac t 14qursmenta d ASTM•Ah35 type.nee sp ued b marry 11/0. lim I= .140 227 1 61 installation,41 significantly spade At and is nsi.tam 10 yuso°tpns,Cut•b-bngtt IW 1.900� Isla .145 2.72 44 rlWueW label Cosa. addeir,ae wperior gvsl, 91Per"Anarldeltsi in SYSO M aiw Ler. y miler sty is m Oecosey, 2' 2.373 SOOT -154 385 30 NN used tinig lie manus11 Opt, e.e •lore ryaid m can he Compiles with a Aced■pm well trw ergv+eaed mkhu.ew ASTM•At35 standards medfa the ASTM•All" nstsxaton nwsnfa requirements b"room And Imposed by standard GP. Allied light wall Pipe media Ins high strength.low 4lay Wall Mop Fa 14thr,0-WAY ALLIED SUPER 400 ASTM-AI35g�°""°t AeW Wo visa pipe is ASTM-A135 plwannp tensile specialty 665"fall u« wdh steer asn•.nd a Super 401 Pipe fabrication Ecdnom"ben.ms approval Inducts the following proowd mechahcat xe44 ,opro►.nts a technical Motanurg:u prow" Super 40 can be used In conalEarattens advancement In sprinkler V0044 ercenenl fabrication earthquake awry brat". 1.Flexural~0 pip•.I Physic s)afly ulled lor Ch.0��10�thh"as)dimensions allow 2.Fin resistance moat sprinkler systems, "WM roll grooving and end use with standard AfI°Oation IBoswell bust stalgth Super 40 offer°.CRR of P"6 O"L No spacial muymert Special cut t0 4.Vlbrallon nsls Imes, wee 1.1 and Im roved y1%O1°or equk4nem we lanlFn orders Ile also S.Corrosion assistance raa_w Do 0 7trw. Nw*wl au.. P seeded IN fabrication and accepted m super,40.51zs a.Joint s°°n9t1 lbw ""PLar r°'e4I.- hydraulic design n°Wlation. range is bom 1•through 2% 7.Hydrostatic strength capabilities. calling Flow Chereolerlstba IL Welded pullet i banglh h' 1.315 1.097 .109 1.40 91 Super 40 proo-ts she dated Larger haute damettve CDplaa Of laboratory approval I V 1.600 1442 .log 1 St ei Compiles with wan.n envron.tintsey provda Super 40 rein reports an available on I I" 18112 .109 SOB at ASTM A 795 AccodW and.Pecuty mProved flow 0...C1 11cscs ragwsl. formulated modfsd acrylic and lend to hydraulically 2' 2.375 21S7 ,108 2.54 37 A 136 coating that is palraade.The cdcu:eled sprinkler.yewms. Super 40 Is manufactured to black cooling acts as an The table below shows this 2'A' 2675 2.635 .120 3.53 30 both ASTM A 135 and excellent primer and Is freon Ins ddlnreace. 3' 2" 3260 .120 4.33 19 ASTM A 795 Type E resistant to weathering and between Suter 40,Schedule Grade A standards. U V.degradation from Mow 40.and XL. a 3%, 4.000 3.760 .120 4.97 19 storage. UL a Far Approved Approved 4' ).sob 42M .120 561 12 S.W 40 Is manufs lumd 10 A 1351A 795,Type E.Grade A M S 5563 5295 A34 7.77 7 r.puln non UWng she 6' 6.925 b757 .134 228 7 ralctw4Loss Prra.aaa2: a a.ers e249 lea fa.9a 7 so.aw<ewreexwx.eerk.e4.sw4k 9uFe)N mrs,W Irwrk,n saeee s."o.n e.,v d rWna c-Ira npp7 Pe4 64 se aaiexb Nweer axlz La, as auras curse 1c11 Approved an u 4. CRM1 GPM All IaCNJa 2L 4 n l 1' 1.Dn 1315 1.1 40 .3910 .1191 .3059 1I6 1 70 Iw• ?1t0 I W 1.1 100 5411 .6T71 .!247 2.00 1 51 "' it too " 2a Sala "� .3540 24e 4. ALLIED SUPER FLOTM r ins 211s 11 tso .179s !90 .1977 13t so 11.1 ALLIEDXL PIPE Super Flo'Pipe Coating Flow Characteristics UL a ULC Llst°d/FM Allied XL Pipe •Variations In weight or Thread strength falls: Fire natstance:The m i represents the latest Super Flo products'am Larger Inside diamelore Approved aucce"fully met or dimensions •Allied XL Poo behaves chadcal and bending strength technlcnl advancement coaled with an envkon- Workmanshlp it"arly 10 ASTM A53 provide Super Flo with Sups A a,Type E Grace s tc o quirshri all the I.I.L. .Finish material a Awed XL Pipe pro In light yell sprinkler menWy approves and Sion ter now anaanedstlov. ASTM A ents type E,Graso ,he Mml phi and ova° equivalent resfatanee b the I Ideally wiled for specialty formulated modified SIpnlRcam ImProvemente over requirements.Lletnp! Ink Rrri sprinkler pi Marking •Axles XL Pipe h«a much sues ale Imposed by fin_ pipe; y acrylic coaling Inst is both Schedule 10 and Approval Included the Joint mluation testa higher yield strength than use In most sprinkler to receiveUnderwriters us Lob cted Bunt lssC AJxW XL Pipe Oantade.The clack sting Schedule 40 lend themedlve9 following consitlaatons: THeWed pa rrsnlrt•c- Schedule 40dprsater was system lnstellallons, Urlderwrkere LabOre- Schedule let:ed 10 9,Mo PSI. Super ads sf an excellent prima ro hydraulically s.The fa 1.Flexural strength torts•Inc.listing for tuner s KKO1nr"melon p FIo offers act is reatat.rhl to weathering sprinkler eyttema.The taote 2 Fin resletanbe 9 •Threaded par observed field `•TM°°de are e«Ily cut on Corrosion resistance:Based advantageous hydraulic srW V V,degraoatla horn below snows Inc d'nlyences 3.Sldewell bust strength approved Ere systems iced Ban"drci-head" Allied XL Pipe on the examination d Schad. gt having working res- and I P Ule 40 pipe spe amens,the design capabllitl",Light outdoor storage. between Super FIo,Schedule 4.Vibration resistance 11g 9 P ant weldswd+e'� we kening,loosening,, weight butlncredlbl 40 and Schedule 10. 5.Corrosion resistance auras of 300 P.S.I.or leas. ,Bath�� weakening or other Bfl°e8a Co111m�6 9 y Fabrication LatxrMor al has estimated strong,the precision- Metallurgical properties Economical Benefits S.Joint strength •FNxBtb pipe couplings on aWtlenca of failure was pr 7.Hydrostatic strength rot-Gloov"how paps dolacled in any of the that Allied XL Pipe would lest engineered Super Flo provide excellent fabrication Super Flo Is offered in both y Tests performed by up al and excellovhp 100 yam light walls sprinkler I e characteristics for and a Ian and facto roll grooved S.Welded outlet strength •Plum-ef d ntlifge 94c" above testing rote- 9 P P P prep P factory Underwriters Lab 9 P in mat.somatic aprnNa ast•wow snga{y+hg WW 1c duroa. allows foresee of rxh,anss,wattling,and rcu ants.Special cut to length Copies o1 eDoratory epprovl Ft..unt teat Sirntwsuag a predetermined dnwaaionl syeMnha l ta moss e that handling to facilitate grooving.No special process orders are also accepted lot reports are available on '"ON d typ�cel pip°end •PiansrW finings(Weki+p p4n will ra 00R01aa°cond.ter Installation,at or equipment are needed for Super Flo pipe.Physical request Tested against tons will r«us,n a sho ter and lar nelalat we Ono a Jl apresrewminegtor pipe b conventional- service life,as It will for significantly reduced fabrication and Inne9allvn dimensions allow use with end tugs ait«wastestW apredetennlnW edges approved/listed standard plan umWlrrg epnntter branch vatw) SK40 product Schedule 40". labor coats. and Httngs as well«grooved nano■descrrtws in NFPA 11 Hydro.tatic tuts par comparative tads couplings,fittings,and valves. Hydrostatic leakage a ASTM A135 am summary-Allied XL Complies with Standard hanger spacing st assembly Iedt Leakage •TNa�ISSOMfell.e Pipe vs.Schedule 40 Ill C t ASTM A 795 requirements are parmited for and hyoroau is loses on bah Welded assomtres Construction said Metal- L• Super Flo P' Is Super Flo Pipe.Size range is comnscbr threaded pipe act le lion;U L awed Aced XL d° from 1'through 4•. U L threaded pipe gauged Hydrostatic tells perbrmW Piper.4 L nolis ed Alied XL VtB�t manufactured to ASTM -•+ _r and found to conform with .14 tires the proedun d sprMda ayWortn- {,^�Wro"dw"' A 705 Type E,Grade A Fk*te :Simulating filings: `-V1-'Y'•y standards.ANSIA _ Fin tat:Simulating wet, W.aiah•errd nhtvgs Mateflas:Vied%L Pipe n deluge and dry pipe fim Rd:•yoDvs mm'ge has maehM npdh Approved ical sue exposures. 0.rrdn9 mornont tau: P"Mlet equivalent to 0, •SartoNs waa ir,m' 0'•+b sun raqu:ed for Burst leaf Hyde c pretsl�ted b Ihek rnkd Schedule 40 Approved burst lest:onthreaded and workingworkingprssswe Flexunt:Allied XL Pipe unthreaded pipe.ps• Vibration torts: pae�Schedule 40 .14-Y'kv-w AW`hwl w1 FRICTION LOSS Vibration e«b Exposure Of Vibration test recvilerrhems Iowwhearsene n P evh,r car SUPER FLOkyii PSVF00 C-120 FIFE Wt16NTGF00T -Threaded io,ats Allied to XL Pip@ Wlannicn PWr.•aW llnwgslteckl+g whrbMNakape. '�•.velem.In resmovsl.t011 114 41. 6UPSlt SUPER LIFT r. order d cimWW sstemie edt•wews NYdroautic A.4ande0 «�_ "PS ta, kLGPM it0 fGN•1 H• l0 I -40 f N•1 conditions. engaging pipe to a pro. Allied XL Pips,thoaded Ill •••0LC-Deese a•elAple h uwawy 10. P 1.197 1.315 .2447 .4691 3773 .7911 91 1.68 1.40 Test performed by does mrxii de mu so"( accordance with ANSVASME ll c,.W r howrw.s IY.• 1.542 1.660 .3915 .6721 .542/ I.00/ 61 2.27 1.61 Factory Mutual• •PWn•end lltings(Locking 81201.1963 Pan withstand tatreww 0cwh.es son-wows agagng pipe to Internal Pressure without teaks Me ewe --er wre.•�e h t%* 1.752 1.900 .2945 �445 .3SD2 1.464 6I 2.T2 2.01 Ailed%L Pips, a predolennvwd la0w n me°Ono mama one '°"°'0'0p""0° Y 2,227 2375 .1394 -1969 .1616 1.161 a 37 3.65 164 pw ASTM A135 vsivel Schedule 40, '0p'0i4y,M a,s-1-in° 291' 2,727 2,875 .1860 .3013 2194 2.211 30 5.71 333 evNuationn Cycang paossun testa: V1bnn°n:Allied XL Poe did aposkstbn •Cf,.-.i 4n°ys'1 Th,"svnda ase.146" rot leak at a below 60O P,SL SP.dlee l-d-dPft a swnew 3' 1352 3.300 .1752 .2696 '2006 ?Toll I 19 7.51 433 .Tansno stv nplh were cycle passurs wetW W"its roam.,will"pros. an0'te+r'a".Ww heiw 4' 4,352 4SOO .1040 AS2o .Ilu 3461 10 10.71 6.61 •Flafto"Iility 20.Ov0limes trom o-125 P.S1. We,aaW Ind the evhibtt endue w Yw.n M time d lrreaewem °file and we eel.ene en.ta'4.htu ouu"of weeWedd mama win or"Meat ft ihici° "� 0371SP 9/9310M Printed in U SUBMITTAL Victaulic` i Ctaulico FireLock System PRODUCT DESCRIPTION FireLockTm products comprise a unique The FireLock system provides rigidity for system specifically designed for fire protec- valve connections,fire mains,long straight tion services. FireLock fittings are a CAD- runs. Support and hanging requirements developed, hydrodynamic design which correspond to NFPA 13 Sprinkler Systems. has a shorter center-to-end dimension than Angle-pad design permits assembly by standard fittings.A noticeable bulge allows removing one nut/bolt and scissoring the the water to make a smoother turn to main- housing over gasket. This reduces com- tain the same flow characteristics as Stan- ponents to handle during assembly,speeds dard full flow fittings. and eases installation on pipe grooved to ?: . FireLock Style 005 rigid coupling has a Victaulic specifications. unique, patented angle-pad design which FireLock Fittings are designed for use ex- _ allows the housings to offset while clamp- clusively with Style 005 FireLock Cou- ing the grooves. By permitting the housings plings. Use of other products may result in to slide on the angled bolt pads, rigidity is bolt pad interference. obtained. MATERIAL SPECIFICATION Coupling Housing/Fitting:Ductile iron conform- Coupling Gasket: ing to ASTM A-536 Grade "E" (Type A) EPDM Violet color code. Patented Coupling Housing/Fitting Coating: FireLock products have been Listed by Under- Orange enamel. writers Laboratories Inc.and Approved by Fac- ❑ Optional: Hot dipped galvanized. tory Mutual Research for wet and dry(oil free Coupling Bolts/Nuts: Square necked, heat air)sprinkler services to 175 psi using the Grade treated carbon steel to ASTM A-449. "E"-Type A gasket. For dry services, Victaulic ❑ Optional: Zinc plated to ASTM B-633. continues to recommend the use of FlushSeal® gaskets. C�lp f FLOW DATA Frictional Resistance Expressed as equivalent straight pipe- Feet/millimeters U( UDC Frictional Resistance Equiv. Ft./mm Pipe " Nom. Straight Tee Size 900 El. 450 El. No. 002 In/mm No. 001 No. 003 Branch Run 2 3.5 1.8 8.5 3.5 50 1.1 0,2 2.6 1.1 21/2 4.3 2.2 10.8 4.3 65 1.3 0,7 3,3 1.3 3 5.0 2.6 13.0 5.0 80 1,5 0,8 4,0 1.5 4 6.8 3.4 16.0 6.8 100 2,1 1.0 4,9 2,1 5 8.5 4.2 21.0 8.5 125 2.6 1.3 6,4 2,6 6 10.0 5.0 25.0 10.0 150 3,0 1.5 1 7.6 3,0 This product shall be manufactured by Victaulic Company of America.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations, JOB/OWNER CONTRACTOR ENGINEER Spec. Sect. Para. System No. Submitted By Approved Location_-_ Date _ Date VICTAULIC COMPANY OF AMERICA • P.O. Box 31 • Easton, PA 18044-0031 • 215/559-3300 • FAX: 215/250-8817 or 215/252-9842 VS-010 5MH 9/91 ©Copyright 1991,Victaulic Company of America Printed in U.S.A. ® Registered Trademark of Victaulic Company of America FIRELOCK COUPLING STYLE 005 DIMENSIONS -WEIGHTS- PERFORMANCE F. UL�«m ULC Y I~Z� '.--Mall Rated at 175 psi for wet and dry sprinkler systems; Schedule 10 x roll grooved or Schedule 40 cut or roll grooved steel pipe. Style 005 is rigid and does not accommodate expansion or con- traction or angular deflection. Nominal Pipe Max. Wkg. Max. End Allow Coupling Dimensions Approx. Size O.D. Pressure Load Pipe End"t Bolt/Nut X Y Z Wgt. Ea. Inches Inches PSI Lbs." Sep. In. No.-Size Inches Lbs. mm mm KPa N mm Inches millimeters Kg. 2 2.375 175 775 0.07 3.41 4.50 1.86 1.6 50 60,3 1200 3450 1.7 3/8 X 21/2 87 114 47 0.7 21/2 2.875 175 1,135 0.07 3�8 x 21/2 3.91 5.06 1.86 2.0 65 73,0 1200 5050 1,7 99 129 47 0,9 3 3.500 175 1,685 0.07 4.54 5.68 1.86 2.3 80 88.9 1200 7490 1,7 3/6 x 2�/2 115 144 47 1,0 4 4.500 175 2,780 0.16 5.71 6.90 2.07 3.1 100 114,3 1200 12735 4,1 3/9 X 2�/z 145 175 53 1,4 5 5.563 175 4,250 0.16 6.85 8.66 2.07 5.0 125 141,3 1200 18920 4,1 1/2 x 23/a 174 220 53 2,3 6 6.625 175 6,030 0.16 7.91 9.72 2.07 6.2 150 168,3 1200 26840 4,1 1/2X 23/a 201 247 53 2.8 "End Load is total force,from all internal and external loads,based on Schedule 10 or Schedule 40 steel pipe,standard roll or out grooved in accord- ance with Victaulic specifications. tFor field installation only. Style 005 is essentially rigid and does not permit expansion or contraction. WARNING: Piping systems must always be depressurized and drained before attempting disassembly and removal of any Victaulic Piping Products. FIRELOCK FITTINGS DIMENSIONS-WEIGHTS I-Ct.E� -C11E-1 { 0 O D FIPOLock c Nominal 900 Elbow - No. 001 450 Elbow - No. 003 Straight Tee - No. 002 Size C to E Wgt. Each C to E Wgt. Each C to E Wgt. Each Inches Inches Lbs. Inches Lbs. Inches Lbs. mm mm kg mm kg mm kg 2 2.75 1.7 2.00 1.8 2.75 2.4 50 70 0.8 51 0.8 70 1.1 21/2 3.00 3.1 2.25 2.2 3.00 3.6 65 76 1.4 57 1,0 76 1.6, 3 3.38 4.0 2.50 3.1 3.38 5.3- 80 86 1.8 64 1,4 86 2.4 4 4.00 6.7 3.00 5.6 4.00 8.7 100 102 3,0 76 2,5 102 3.9 5 4.88 12.6 3.25 8.3 4.88 15.7 125 124 5,7 83 3,8 124 7,1 6 5.50 18.3 3.50 11.7 5.50 22.7 150 140 8,3 89 5,3 140 10,3 NOTE: FireLock Fittings are designed for use exclusively with Style 005 FireLock Couplings. Use of other products may result in bolt pad interference. SUBMITTAL Victaulic® 1 ct s u l 1 c 14, Style 75 Coupling PRODUCT DESCRIPTION Style 75 is available where mod- PSI (3450 kPa) depending on size. erate pressures are expected or Housings are cast in two identical weight considerations are a factor. pieces in all sizes. Hot-dip galva- J Up to 50% lighter in weight than the nized and special coatings are avail- Style 77, the Style 75 coupling is able for all sizes. recommended for service up to 500 MATERIAL SPECIFICATIONS Housing:Ductile iron conforming to ASTM U U C A-536 or malleable iron conforming to s O ASTM A-47. Housing Coating:Orange enamel roquoal bulbtm M8801 ❑Optional:Hot dipped galvanized and others. Gasket: (specify choice`) ❑Grade"E"EPDM EPDM(Green color code).Temperature range-30°F to+230°F(-34°C to+110°C). Recommended for hot water service within the specified temperature range plus a variety of dilute acids,oil-free air and many chemical services.NOT RECOMMENDED FOR PETROLEUM SERVICES. ❑Grade"T"Nitrile Nitrile(Orange color code).Temperature range-20OF to+1800F(-29°C to+820C). Recommended for petroleum products,air with oil vapors,vegetable and mineral oils within the specified temperature range; except hot,dry air over+1401F(+601C) and water over+150°F(+66°C). NOT RECOMMENDED FOR HOT WATER SERVICES. 'Services listed are General Service Rec- ommendations only.It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gas- ket Selection Guide for specific gasket ser- vice recommendations and for a listing of services which are not recommended. Bolts/Nuts:Heat treated carbon steel, trackhead conforming to physical proper- ties of ASTM A-183 minimum tensile 110,000 PSI. ❑Optional:Zinc plated to ASTM B-633. This product shall be manufactured by Victaulic Company.All products to be installed In accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without Incurring obligations. JOB/OWNER CONTRACTOR ENGINEER Spec.Sect. Para. System No. _ Submitted by _ Approved Location Date Date VICTAULIC COMPANY OF AMERICA-P.O.Box 31 -Easton,PA 18044-0031-215/559-3300-FAX:215/250-8817 VS-075 5MH 9/92 0 Copyright 1992,Victaulic Company of America Printed In U.S.A. 0 Registered Trademark of Victaulic Company of America DIMENSIONS Deflect.Fr. Dimensions Pipe_ Max. Max. Allow. CL t # Inches/millimeters Aprx Actual Work End Pipe Bolt/Nut Wgt. ( Z Nom. Size Pres. Load End t Per Pipe No.-Size Each f "1I Size Inches PSI' Lbs." Sep.In. Cplg. InJFt. Inche Lbs. Inches mm kPa N mm Deg. mm/m mm X Y Z kg 1'/2 14900 500 , 20 420 -0 23 3°-46' 0'9 2-%X 2 3.1�3 4.50 1.75 1.5;3 3450 - 2.375 500 2,215 0-0.13 0.63 3.38 5.13 1.75 1.6 2 60,3 3450 9860 0-3,2 3°-1 52 2-3/s X 2 86 1 130 1 44 0,7 2'/z 783,0 5 500 3,245 3450 4440 003 23 2°-29" 04 2 2-3/s X 2 3 55 5.13 146 1445 2.0 0,9 3 O.D. 3.000 500 3,535 0-0.13 2°23' 0.50 2_3/s X 2 3.88 5.88 1.75 3.6 76,1 3450 15720 0-3,2 42 98 149 44 1,6 3 88 90 500 3 50 21360 0 3,00 2 2°-3. 036 2 '/z X 23/a 4.14 17 5 1.75 2.1,6 3'/2 4.006 50 0 28035 0 3 23 1°-48' 03 8 2-'/2 X 23/4 5.00 .0 2.00 51 2,3 4 4.500 500 7,950 0-0.25 3°-11" 0.67 2-'/z X 23/4 5.88 8.00 2.00 3.5 y 114,3 3450 35380 0-6,4 56 149 203 51 1,6 4'/a O.D. 4.250 450 6,380 0-0.25 3 22" 0.70 2 12 X 70,0 5.43 7.38 2.00 3.7 08,0 31 ° -00 28395 0-6,4 59 138 188 51 1 1,7 4'/z 5.000 450 127,0 3100 3 250 0 6 4820 5 2°-52" 0500 2 fi/e X 3'/a 6 59 238 2.00 5.5 2,5 5 6.563 450 10,935 0-0 25 2°35" U.b4 2-%X 3'/a 6.88 10.25 2.00 5.5 X 141,3 3100 48660 0-6,4 45 175 257 51 2,5 5'/a 0.D. 5.250 450 9,735 0-0.25 2°-43' 0'57 2-16 X 62,5 6.44 8.80 2.00 6.0 133,0 3100 43325 0-6,4 48 164 224 51 2,7 5'/z O.D. 5 900 450 00 1474 05 0 6 45 2°-37" 0455 2 5/e X 3'/4 6.609 10.94 2.00 51 1 2 9 6 O.D.# 6.000 450 12,735 0-0.25 2°-23. 0.50 2_%X 3'/4 725 10.44 2.00 6.2 152,4 3100 56670 0-6,4 42 184 265 51 2,9 6 6.625 450 15,525 0-0.25 2°-10" 0.45 2 %X 3'/4 8.00 11.00 2.00 6.7 168,3 3100 69085 0-6,4 38 203 279 51 3,0 61/4 0.D. 6.250 450 13,800 0-0.25 2°-18" 0.48 2-16 X 82,5 7.50 10.00 2.00 6.8 159,0 3100 61405 0-6,4 40 191 1 254 51 3.0 6Yz O.D. _6.500 450 14,940 0-0.25 2° 12' 0.46 2 %X 3'/a 7.75 11.00 2.00 7.2 165,1 3100 66435 0-6.4 38 197 279 51 3,3 8 O.D.# 20302 3 00 100725 0 6 45 1°47" 037 2 3/a X 4'/a 24 0 13325 2.308 15 6 8 .62 450 00 26,28 -625 1°-40" 0 g5 2-3/4 X 4'/4 10.205 14.00 2.38 12.4 10.00 350 27,500 0-0.25 1°26 0.30 2-7/s X 5'/z 12.18 15.50 2.50 20.8 254,0 2400 122375 0-6,4 25 309 394 64 1 9.4 1304 8 2 00 39,775 0 6,1 1°-11" 0215 2-1A X 51/21 608 1445 2.50 100.7 't Refer to Notes below. Number of bolts equals number of housing segments. If Style 74 Couplings. t Metric thread size bolts(plated)are available(color coded gold)for all coupling sizes upon request. Contact Victaulic for details. NOTES The following notes are applicable,except where noted,for Victaulic products when Maximum End Load,Working Pressure,Allowable Pipe End Separation and Deflec- tion from Centerline data are listed. "Working Pressure and End Load are total,from all internal and external loads,based on standard weight steel pipe,standard roll or cut grooved in accordance with Victaulic specifications.Contact Victaulic for performance on other pipe. WARNING:FOR ONE TIME FIELD TEST ONLY,the maximum joint working pressure may be increased to 11/s times the figures shown. t Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard cut grooved pipe.Figures for standard grooved pipe will be one-half of these values. WARNING:Piping systems must always be depressurized and drained before attempting disassembly and removal of any Victaulic piping products. 2 SUBMITTAL Victaulic` i c t a u l i C° Style 750 Reducing Coupling PRODUCT DESCRIPTION SC ION The Style 750 Reducing Coupling per- mits direct reduction on the piping run. Designed to replace two couplings and a ,e' reducing fitting, the Style 750 features a special reducing gasket for pressure responsive sealing. A steel washer which 4 prevents telescoping of the smaller pipe in- side the larger during vertical systems A assembly is available. MATERIAL SPECIFICATIONS Housing:Ductile iron conforming to ASTM A-536 "Services listed are General Service Recommen- or malleable iron conforming to ASTM A-47. dations only. It should be noted that there are Housing Coating: Orange enamel services for which these gaskets are not recom- ❑Optional: Hot dipped galvanized and others mended.Reference should always be made to the latest Victaulic Gasket Selection Guide Gasket: (Specify choice*): for specific gasket service recommenda- ❑ Grade "E" EPDM tions and for a listing of services which are not O U(C EPDM(Green color code).Temperature Range recommended. .M —30FO to +230°F(-34°C to +1100C). Recom- mended for hot water service within the specified Assembly Washer: Galvanized, carbon steel temperature range plus a variety of dilute acids, Bolts/Nuts: Heat treated carbon steel, track- oil-free air and many chemical services. head,conforming to physical properties of ASTM NOT RECOMMENDED FOR PETROLEUM A-183 minimum tensile 110,000 PSI. SERVICES. ❑ Optional: Cadmium plated to ASTM A-165 ❑ Grade "T" Nitrite Nitrile(Orange color code).Temperature Range —20OF to +180°F (-29°C to +820C). Recom- mended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range;except hot,dry air over +140°F (+60°C) and water over +150°F (+660C). NOT RECOMMENDED FOR WATER =' SERVICE OVER AMBIENT CONDITIONS. O L U This product shall be manufactured by Victaulic Company of America.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. JOB/OWNER CONTRACTOR ENGINEER Spec. Sect. Para. System No. Submitted By Approved Location _ Date Date VICTAULIC COMPANY OF AMERICA • P.O. Box 31 • Easton, PA 18044-0031 • 215/559-3300 • FAX: 215/250-8817 or 215/252-9842 VS-750 1191 5MH © Copyright 1991,Victaulic Company of America Printed in U.S.A. ® Registered Trademark of Victaulic Company of America STYLE 750 REDUCING COUPLING Max. Max. Allow. Deflect. Fr. CL t $ Coupling Dimensions Approx. Nominal Work End Pipe Per Bolt/Nut X y z Weight v z Size Press. Load End t Cplg. Pipe No.-Size Each Inches PSI` Lbs' Sep, In. Degree In./Ft. Inches Inches Lbs. mm kPa N mm mmlm millimeters kg 2xl 350 1,000 0-0.14 ° 0.40 , 3.38 5.00 1.88 2.0 50x25, 2410 4450 0-3.6 1 -53 33 2-/ex2 86 127 48 09 X 2x11/2 350 1,000 0-0.14 1°53' 0.40 2,/ax2 338 5.00 1.88 2.1 50x40 2410 4450 0.3,6 33 86 127 48 1,0 a 2T/2x2 350 1,550 0-0.14 1°-33' 0.32 2-3/ax2 4.13 5.88 1.88 3.0 65x50 2410 6900 0-3.6 27 105 149 48 1,4 3x2 350 1,550 0-0.14 1°17' 0.26 2-T/zx23/4 4.75 6.75 1.88 4 80x50 2410 6900 0-3.6 22 121 1 171 48 2.1 3x2T/2 350 2,275 0-0.14 0.26 4.75 6.75 1.88 4.2 1 Allowable Pipe End Separation and Deflection figures 80x65 2410 10125 0-36 1°17 22 2 7/zx23/a 121 171 48 1,9 show the maximum nominal range of movement at each 4x2 350 1,550 0-0.25 2°-38' 0.55 2-%x3l/4 6.13 8.50 2.19 8.8 joint grooved pipe cut grooved one-half Figures fhese or steward 100x50 2410 6900 0-6.4 46 156 216 56 4.0of 4x21/2 350 2,275 0-0.25 0.55 6.13 8.50 2.19 8.4 'Working Pressure and End Load are total,from all in- 100x65 2410 10125 0-6.4 20-38 46 2-%x37/4 156 216 56 3,8 ternal and external loads,based on standard weight steel tandard l or dance ith Vic- 4x3 350 14975 0-6.4 2°-38' 46 2-%x37/4 656 216 56 6.6 alulicsspecif catilonscReferut oved in to V ctaulicrPipingwDesign 100x80 2410 14975 0-6,4 46 156 216 56 3.0 5x4 350 5,565 0-0.25 ° 0.44 7.13 9.88 2.13 10.8 Manual for performance on other pipe.Maximum work- 125x100 2410 24765 0-6.4 2 -5 37 2-3/4x4t/4 181 251 54 4,9 ing pressure rating based on larger pipe size.Maximum 6x4 350 5,565 0-0.25 ° 0.36 a T/4 8.50 11.25 2.13 16.6 End Load rating based on smaller pipe size. 150x100 2410 24765 0-6,4 1 -44 30 2-/4x4 216 286 54 75 ®Number of bolts equals number of housing segments. 6x5 350 8,500 0-0.25 1°44' 0.36 2-3/4x4T/4 8.50 11.13 2.13 12.6 #Metric thread size bolts(plated)are available(color cod- 150x125 2410 37825 0-6.4 30 216 283 54 5.7 ed gold)for all coupling sizes upon request. 61/2 O.D.x5 350 5,565 0-0.25 1°50' 0.38 2-3/4x4Y4 8.50 11.56 2.19 15.2 Style 750 Reducing couplings should not be used with 150x125 2410 24765 0-6.4 32 216 294 56 6.9 end caps (N60) in systems where a vacuum may be 8x6 350 12.000 0-025 0.26 1 10.75 14.25 2.38 22.3 developed. 200x150 2410 53400 0.6.4 1 10 22 2-7/ex51 273 362 1 60 10.1 Contact Victaulic for details. FLOW DATA HEAD LOSS The head loss across Style 750 Reducing Coupling is very small and is In the table C„= H L Where: H L = Head loss in feet substantially the same as for standard short body reducing pipe fittings. V2 V =Velocity in smaller pipe Equivalent lengths of standard weight steel pipe are shown in the tables ( in ft./sec. below. All data is based on water flowing at ambient temperature. \ 29 g = Acceleration due to = Flow Reducing FLOW REDUCING gravity 32.2 ft./sec? Equiv. Pipe 9.0 'FLOWOFsurtn Size Length Sm. Dia. o6.0 AT55°- (Inches) (feet) 6•° 2 X 1 5.9 4.10 as 2 x 11/2 2.0 21/2 x 2 1.9 0 2° - 3x2 5.5 LL _ 3 x 21/2 3.8 y 0.:7, 2. c o 4 x 2 6.0 0.6 IF 0.6 4 x 21/2 6.0 0.< 4 x 3 6.0 • 0.3 5 x 4 3.0 0.2 6x4 6.0 6 X 5 4.5 ° 3e 26 3e 4o so 64 wo M 301 00 4a I'M 2,000 CAN 6,000 m,000 61/2 x 4 6.0 400 3,000 0,000 8x6 7.3 FLOW-G.P.M. 8 x 61/2 7.3 •FAcllonal Imes Ihmugh coupgng ady.Velocity lopes an ml included. Flow Expanding FLOW EXPANDING Equiv. Pipe rtewaWAtEAiAi 7.o AT 6Y Size Length Sm. Dia. 6.0 (Inches) (feet) I. I 1 x 2 2.7 3.0 11/2 x 2 1.9 2.0 2 x 21/2 1.0 "tie . � ryr � � V N 2x3 3.5 09 21/2 x 3 2.5 y 0 7 0 0:7 2x4 3.0 o:b 21/2 x 4 3.0 3x4 2.5 03 4x5 3.3 02 4x6 4.6 4 X 61/2 4.6 00 20 30 60 60 60 i00 200 300 400 600 %m 2,000 CON 6,000 10.000 5x6 2.3 e00 3.000 4.000 6x8 6.0 FLOW-G.P.M. 61/2 X 8 6.0 'frictional lopes through coupling only.Velocity lopes are not Included. 2 SUBMITTAL Victaulic® iCt� L. Style 743 Vic-Flange® Adapter PRODUCT DESCRIPTION Vic-Flange Style 743 flange-to-groove raised-face flanges,but can be used with adapter permits direct connection of flat-face flanges by removing the raised ANSI Class 300 flanged components projections on the outside face of the into a grooved system. The two-piece, flange. hinged housing engages into pipe Because of the outside flange dimen- groove and bolts directly to any stan- sion, Vic-Flange should not be used in dard flanged component. The conven- configuration at 900 to one another on tional bolt hole pattern allows for easy, a standard fitting. When wafer or lug- fast assembly. Style 743 rotates 3600 type valves are used adjoining a Vic- for proper alignment of bolt holes be- taulic fitting, check disc dimensions to fore tightening. Vic-Flange gaskets util- assure proper clearance. ize the Victaulic pressure-responsive Vic-Flange should not be used as an design, sealing on the pipe end and anchor point for tie-rods across non- directly to the opposing flange face. No restrained joints, nor should they be standard flange gasket is required. used against rubber covered surfaces, Style 743 is designed to mate with unless a Vic-Flange washer is also used. U� UDC FM Request listed data MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM ❑Grade"T"Nitrile A-536 Nitrile (Orange color code). Temperature Housing Coating:Orange enamel Range—20OF to+180°F.Recommended for ❑Optional:Hot dipped galvanized and others petroleum products, air with oil vapors,veg- Gasket(Specify choice*): etable and mineral oils within the specified ❑Grade"E"EPDM temperature range; except hot, dry air over EPDM (Green color code). Temperature +140°F and water over +150°F. NOT Range—30OF to+230°F. Recommended for RECOMMENDED FOR HOT WATER SER- hot water service within the specified tem- VICES. perature range plus a variety of dilute acids, Hinge Bushing: Zinc electroplated steel, 3k oil-free air and many chemical services.NOT ASTM B-633. RECOMMENDED FOR PETROLEUM SERVICES. *Services listed are General Service Recom- always be made to the latest Victaulic Gasket mendations only. It should be noted that Selection Guide for specific gasket service there are services for which these gaskets recommendations and for a listing of ser- are not recommended. Reference should vices which are not recommended. This product shall be manufactured by Victaulic Company of America for the job listed below.All products to be installed in accordance with current Victaulic installation/ assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. JOB/OWNER CONTRACTOR ENGINEER Spec. Sect. _ Para. System No. Submitted by Approved Location _ Date __ Date VICTAULIC COMPANY OF AMERICA P.O. BOX 31, EASTON, PA 18042 (215) 252-6400 0 Copyright Victaulic 1986 ®Registered trademark of Victaulic Company of America 10MH 11/86 VS-743 STYLE 743 VIC-FLANGE" ADAPTER Grooved pipe adapter to ANSI Class 300 flanges Dimensions Nominal Pipe Max. Max. No. Bolt -.Sealing Surface Approx. Size O.D. Press. End Load Bolts Size X Y Z A Max. B Min. Weight Inches Inches PSI* Lbs.* Req'd Inches Inches Inches Lbs. Remove to mate mm mm KPa N t mm# mm mm Kg to flat-faced flanges.�' 2 2.375 720 3,190 8 5/B x 3 6'/2 5 '5/16 2.375 3.406 5.0 7-, 50 60.3 4960 14,196 0 1.5.9 x 76.2 165.1 127.0 23.8 60.3 86.5 2.3 o O Q 21/2 2.875 720 4,670 8 3/4 x 31/4 71/2 57/B 1 V,e 2.875 3.906 7.0 65 73.0 4960 20,782 19.0 x 82.6 190.5 149.2 27.0 73.0 99.2 3.2 Q 3 3.500 720 61925 8 3/4 x T/2 8'/4 65/B 1a/16 3.500 4.531 9.0 A y X 80 88.9 4960 30.816 19.0 x 88.9 209.6 168.3 30.2 88.9 115.1 4,1 O ` B O 4 4.500 720 11,445 8 3/4 x 33/4 10 7'/a 1'/16 4.500 5.531 15.0 100 114.3 1 4960 1 50,930 119.0 x 95.3 254 1 200.0 33.3 1 114.3 140.5 6.8 \ 5 5.563 720 17,500 8 3/4 x 4 11 91 /4 17/1e 5.563 6.718 18.0 O Q 125 139.7 4960 77,875 19.0 x 101. 279.4 235.0 25 141.3 170.6 8.2 6 6.625 720 24,805 12 3/4 x 41/4 121/2 105/e 11/2 6-625 7.781 22.5 O O O 0.00 I« 150 168.3 4960 110.382 19.0 x 114.3 317.5 269.9 38.1 168.3 197.6 10.2 Z� 8 8.625 720 42,045 12 -/a x 43/4 15 13 111/16 8.625 9.938 33.9 200 219.1 4960 187,100 22.2 x 120.6 381 330.2 42.9 219.1 252.4 15A 10 10.750 720 65,315 16 1 x 51/4 171/2 151/4 115/1e 10.750 12,312 47.6 250 273.0 4960 290.652 25.4 x 133.4 444.5 387.4 49.2 273.0 312.7 21.6 Note: Gray area of mating face must 1P 12.7501 720 91,880 16 1ma x 53/4 1 201/2 173/4 1 2 1 12.750 14.312 75.0 be free from gouges, undulations or 300 323.9 1 4960 1 408,867 1 128.6 x 146.01 520.7 1450.9 50.8 323.8 1 363.2 1 34.0 deformities of any type for ettective sealing. 'Working Pressure and End Load(total,including equivalent external loads)are based on standard weight steel pipe,cut or roll grooved in accordance with Victaulic specifications.Refer to Victaulic Piping Design Manual for performance on other pipe and for applications which are recommended and those not recommended. t7btal bolts required,to be supplied by installer. *Bolt sizes for conventional flange-to-flange connection.Larger bolts required when Vic-Flange utilized with wafer type valves. Style 743 Vic-Flange must be ordered as a factory assembly when connected to a Victaulic fitting or valve.Contact Victaulic for details. Required Sealing Surface 1 A REQUIRED SEALING SURFACE *This area must be free from gouges,undula- tions or deformities of any type for effective Sealing. Flange Washers Vic-Flange adapters require a smooth, the Flange Washer is placed between NOMINAL SIZE hard surface at the mating flange face the valve and the Vic-Flange. Inches Sealinq Surface for effective sealing.Some applications 3.When mating to a rubber faced flange: Pipe for which the Vic-Flange is otherwise the Flange Washer is placed between Coupling Outside Maximum Minimum well suited do not provide an adequate the Vic-Flanges and the rubber faced Size Diameter A 8 mating surface. In such cases, it is re- flange. commended that a metal Flange Washer 4.When mating AWWA cast flanges to 2 2.375 2.375 3.406 be inserted between the Vic-Flange and I PS flanges: the Flange Washer is 21/2 2.875 2.875 3.906 the mating flange to provide the nec- placed between two Vic-Flanges. If 3 3.500 3.500 4.531 essary sealing surface. one flange is not a Vic-Flange (e.g., 4 4.500 4.500 5.531 Typical applications where a Flange flanged valve), then a flange gasket e Washer should be used are: must be placed adjacent to that flan 5 5.563 5.563 6.718 g 6 6.625 6.625 7.781 1. When matingto a serrated flange: a and the Flange Washer inserted be- 9 tween the flange gasket and the Vic- 8 8.625 8.625 9.938 flange gasket should be used adjacent Flange. 10 10.750 10.750 12.312 to the serrated flange and then the 5. When mating to components(valves, 12 12.750 12.750 14.312 Flange Washer is inserted between strainers,etc.)where the component the Vic-Flange and the flange gasket. flange face has an insert: follow the Vic-Flange gaskets must always be assembled 2. When mating to a wafer valve:where same arrangement as in Application 1. with the color coded lip on the pipe and the typical valves are rubber lined and other lip facing the mating flange. partially rubber faced(smooth or not), AWWA DUCTILE IRON PIPE / f • • COUPLINGS ictsulic® Style 341 An 9001 certified company Vic-Flange® Adapter PRODUCT DESCRIPTION Style 341 Vic-Flange adapt- (CL.125)bolt hole patterns points/lap joint segments. ers are,designed for direct into a grooved piping sys- Bolt torque requirements as connection of flanged com- tem. shown on page 2 must be ponents into a radius used. grooved(to AWWA C-606 To ensure proper installa- standards)cast ductile tion,the outside surface of Because of the outside Sizes pipe between the groove flange dimension, Vic- iron pipe system. - 12" (80- Si are and pipe end must be Flange adapters should not hinged for easy handling smooth and free from deep be used within 90'of one 3- 2"sizes with integral tabs which pits or swells to provide a another on a standard fit- 3 assembly. Sizes leak-tight seal for the Vic- ting.When wafer or lug- facilitate-ita (350-600 mm)are taulic gasket.All rust,loose type valves are adjoining a a L O14 U FM ercon-cast in four identical seg- scale, oil, grease and dirt Victaulic fitting, check disc ments which are inter must be removed.Peened dimensions to assure nected as assembly surfaces may require cor- proper clearance. completed. precti action t order to Vic-Flange adapters should provide aleak-tight gasket Style 341 Vic-Flange adapt- seal. not be used as anchor ers provide a rigid joint on points for tie-rods across rigid radius grooved ductile Style 341 may be used with non-restrained joints. Mat- pipe and allow limited a Victaulic flange washer or mg rubber faced flanges, movement on flexible transition ring and a Style valves,etc.requires the use radius grooved ductile iron 741 Vic-Flange adapter to of Vic-Flange washers. provide a transition joint pipe. � from AWWA to IPS size Vic-Flange gaskets must 14-24"Sizes always be assembled with Style 341 Vic-Flange adapt- pipe. The hinge points/lap ers are designed for directly joints of the Style 341 seg- the color coded lip on the incorporating flanged com- ments must be staggered pipe and the other lip fac- ponents with ANSI B16.1 to the Style 741 hinge ing the mating flange. 23.a4-1 C Pipe Dimensions DIMENSIONS Inches/mm Max. Max. inches/millimeters Aprx. Wk. End Wgt. Pres. Load Bolt Ea. Nom. Act. PSI Lbs' No.-Size Lbs. �0� �0 Size Size kPa N Inches W X Y Z kg A 3 3.96 250 3100 8.44 7.50 6.00 0,94 5A x Y W 80 100.6 1725 13795 4-% X 3 214 191 152 24 2.4 B 4 4.80 250 4500 9.94 9.00 7.50 0.94 8.2 100 121.9 1725 20025 8-% X 3 252 229 1 191 24 3.7 OQ 0 a0111 6 6,90 250 9300 8 3/a X 31/z 12,00 11.00 9.50 1.00 12.0 150 175.3 1725 41385 305 279 241 25 54 Note:Gray area of mating face must 8 9.05 250 16000 g_3/a X 31/z 14.63 13.50 11.75 1.13 17.4 be free from gouges,undulations or 200 229.9 1725 71200 372 343 298 29 7.9 deformsealing.hies of any type for effective 10 11.10 250 23700 17.13 16.00 14.25 1.19 24.6 250 2819 1725 105465 12- /a X 4 435 406 362 30 11.2 3-12"Sizes 12 13.20 250 34000 20.13 19.00 17.00 1.25 34.4 300 355.3 1725 151300 12-7/a X 4 511 483 432 32 15.6 Z 14 15.30 200 36700 24.63 21.00 18.75 1.50 55.0 350 388.6 1375 163315 12-1 X 41/a 626 533 1 476 38 25.0 16 17.40 150 35600 16 1 X 43/a 27.25 23.50 21.25 1.88 80.0 A 400 442.0 1035 158420 692 597 540 48 36.3 \x e Y W 18 19.50 150 44700 16-11/a X 51/z 29.13 25.00 22.75 2.25 95.0 450 495.3 1035 198915 740 635 578 57 43.1 20 21.60 150 54900 31.63 27.50 25.00 2.38 115.0 Cgs I 500 548.6 1035 244305 16-11/a X 53/a 803 699 635 61 52.2 24 25.80 150 78400 36.13 32.00 29.50 2.50 150.0 Mote:Gray area of mating face must be 600 655.3 1035 348880 20-11/a X 61/a 918 813 749 64 68.0 free from gouges,undulations or deformities Refer to notes on page 2. of any type for effective sealing. Style 341 requires sufficient clearance behind groove to permit proper assembly. 14-24"Sizes Victaulic Company of America• P.O.Box 31,Easton,PA 18044-0031 •4901 Kesslersville Rd.,Easton,PA 18040.610/559-3300•FAX:610/250-8817•www.victaulic.com 1654 Rev.0 9/98 0 Registered Trademark Victaulic Company of America ®Copyright 1998 Vlclaullc Company of America Printed in U.S.A. REQUIRED SEALING SURFACE 23 on 2a OO OO 1. When mating to a serrated flange:a Q A Q flange gasket should be used adja- SEALING SURFACE SEALING SURFACE O O cent to the serrated flange and then Inches/millimeters Inches/millimeters a the Flange washer is inserted between Flange A B Flange A B �OQ 0a0. the Vic-Flange adapter and the flange gasket. Siz Maximum Minimum Size Maximum Minimum e When meting to 3 3.96 4.94 14 15.30 16.38 Note:Gray area of mating face must 2. valve:where be free from gouges,undulatlons or typical valves are we rurubberbber lined and BO 101 125 35h 389 416 deformities of any type for effective partially rubber faced(smooth or not), 4 4.8D 5.88 16 17.40 18.38 sealing, the Flange washer is placed between 100 122 149 400 442 467 the valve and the Vic-Flange adapter, 6 6.90 8.00 18 19.50 20.00 Required Sealing Surface 3. When mating to a rubber faced 150 175 203 450 495 506 Vic-Flange gasket requires sufficient ila1 flange:the flange washer is placed face area on the mating flange for proper between the Vic-Flange adapter and 8 9.05 10.13 20 21.60 22.50 gasket sealing.See chart for dimensions. 200 230 257 500 549 572 the rubber faced flange. 10 11.10 12.50 24 25.80 27.75 Flange Washers 4. When mating AW WA cast flanges to 250 2B2 318 600 655 705 Vic-Flange adapters require a smooth, IPS flanges: the flange washer or .20 14.75 hard surface at the mating flange face for transition ring is placed between the 12 13 300 335.2 475 effective sealing. Some applications for two Vic-Flange adapters.If one flange which the Vic-Flange adapter is otherwise is not a Vic-Flange adapter (e.g. well suited'do not provide an adequate flanged valve), then a flange gasket mating surface.In such cases,it is rec- must be placed adjacent to that flange ommended that a metal Flange washer and the flange washer inserted be- be inserted between the Vic-Flange tween the flange gasket and the Vic- adapter and the mating flange to provide Flange adapter.Transition rings rather the necessary sealing surface. than flange washers must be used Typical applications where a Flange when mating Style 741 to Style 341 washer should be used are: Flange adapters in sizes 14-24' (350-600 mm) TORQUE REQUIREMENTS Via-Flange adapters should be 24" Size:350-400 ft.lbs. installed using the bolt torque (475-542 Nam) listed below: Exceeding these values may 14-16" Sizes:250-300 ft.lbs. create leakage.Additional (339-407 Nam) levels of torque will not 18-20" Sizes:300-350 ft.lbs. enhance gasket sealing. (407-475 Nam) MATERIAL SPECIFICATIONS Housing:Ductile Iron conform- dilute acids,oil-free air and ture range;except hot dry air ing to ASTM A-536. many chemical services.UL over+140°F(+60°C)and Flange Coating:Alkyd-phe- classified in accordance with water over+150*F(+66°C). nolic primer ANSI/NSF 61 for cold+86°F NOT RECOMMENDED FOR ❑ Optional:Orange enamel (+30*C)potable water ser- HOT WATER SERVICES. ❑ Optional:Galvanized vice.NOT RECOMMENDED *Services listed are General Ser- FOR PETROLEUM SER- vice Recommendations only.It Gasket(specify choice*): VICES. should be noted that there are ❑ Grade"M" ❑ Grade"S"nitrile services for which these gaskets Halogenated Butyl Nitrite(Red color code).Tem- are not recommended.Refer- Halogenated butyl(Brown perature range-20°F to ence should always be made to color code).Temperature +180°F(-29°C to+82°C).Spe- the latest Victaulic Gasket range-20°F to+200°F(-29°C cially compounded to con- Selection guide for specific gas- to+93°C).Specifically com- form to ductile pipe surfaces. ket service recommendations pounded to conform to ductile Recommended for petroleum and for a listing of services pipe surfaces.Recom- products,air with oil vapors, which are not recommended. mended for water service vegetable and mineral oils within the specified tempera- within the specified tempera- ture range plus a variety of NOTES "Working Pressure and End Load are total,from all internal and external loads,based on AWWA class 53 ductile iron pipe radius cut grooved in accordance with ANSI/AWWA C-606 specifications.Contact Victaulic for performance on other pipe. WARNING:FOR ONE TIME FIELD TEST ONLY,the Maximum Joint Working Pressure may be increased to it/z times the figures shown. Metric thread size bolts are available(color coded gold)for all coupling sizes upon request.Contact Victaulic for details. WARNING:Piping systems must always be depressurized and drained before attempting disassembly and removal of any Victaulic piping products. This product shall be manufactured by Victaulic Company.Ail products to be installed in accordance with current Victaulic instal lation/assembly Instructions. Victaulic reserves the right to change product specifications,designs and standard equipment without nonce and without incurring obligations. 23.04- 2 AWWA DUCTILE IRON PIPEA GROOVED FITTINGS iCtaulicr Ductile Iron An0 9001 certified company AWWA (Cast) Fittings i PRODUCT DESCRIPTION AWWA Fittings AWWA size fittings is NSF 61 (1725 kPa)(ductile iron), or Victaulic fittings for AWWA Listed. Cast surfaces will be 150 PSI(1035 kPa)(gray iron) size pipe are supplied with provided with surface equiv- for 14" (350 mm.)and larger. rigid radius grooves in accor- alent to SSPC-SP6 prior to Victaulic fittings shown dance with ANSI/AWWA C- coating unless specified oth- have an end-to-end dimen- 606.Fittings conform to erwise.Fittings are available sion tolerance of±1/B"in all ANSI A21.10/AWWA C-110 with flanged ends wherever sizes and styles. for center-to-end dimen- grooved ends are shown. Cast Fittings Tapped Cement Lined sions and AWWA -C-153 or g p ANSI 21.10/AWWA C-110 for Optional linings include Victaulic can supply tapped cement/mortar(Type V)and fittings on order to ANSI wall thickness. others.Fittings can readily B16.1 dimension locations. While most requirements are be prepared for glass lining Specify fitting size,tap loca- specified "black" or non- by others. tion by letter on order. coated,fittings can be sup- Fittings are rated for working Base Fittings plied with an alkyd-phenolic pressures to 350 PSI Grooved end base 90' q1P primer(2.0-3.5 mils), or bitu- (2400 kPa)(ductile iron)in elbows(#X-90 CDI)and base minous coating. Coal tar 3- 12" (80-300 mm)sizes tees(#X-CDI)are available epoxy(3 mils)and other and to 250 PSI(1725 kPa) with dimensions to ANSI Varied Coatings coatings are available.The (gray iron)in sizes 3 -12" B16.1. standard black asphalt coat- (80-300 min),and to 250 PSI ing used on our cement lined MATERIAL SPECIFICATIONS Fitting:Ductile iron conforming Fitting Coating: Optional: to ASTM A-536 or cast iron con- (Specify choice on order) ❑Coal tar epoxy coating(3 mils) /' 1 forming to ASTM A-48 Class Standard on request: ❑Cement/mortar lining- t / 30-A. ❑Non-coated Type H(specify others) ❑Alkyd-phenol primer ❑Other linings available. (2.0-3.5 mils) Contact VictaWic. ❑Bituminous coating 23 05-1 B Pipe No.100-C No.10-C No.11-C No.12-C No.13-C DIMENSIONS Inches/mm 901 Long Red.El. 90'Elbow 451 Elbow 221/2'Elbow 111/41 Elbow AWWA Fittings C to E Aprx. C to E Aprx. C to E Aprx. C to E Aprx. C to E Aprx. Nom. Actual Inches Wgt.Ea. Inches Wgt.Ea. Inches Wgt.Ea. Inches Wgt.Ea. Inches Wgt.Ea. C to E� Size Size mm LbsJkg mm Lbs./kg mm LbsJkg mm LbsJkg mm Lbs./kg 3 3.96 7.75 19.3 5.50 8.6 3.00 5.8 3.00 12.5 3.00 9.0 i f C to E 80 100.6 197 8.8 140 39 76 2.6 76 5.7 76 4.1 14 4.80 9.00 28.0 6.50 12.0 4.00 8.4 4.00 11.5 4.00 11.5 100 121.9 229 12.7 165 5.4 102 3.8 102 5.2 102 52 F_ 6 6.90 11.50 55.0 8.00 22.0 5.00 15.0 5.00 25.0 5.00 21.5 bE 150 175.3 292 25.0 203 10.0 127 6.8 127 11.3 127 9.8 8 9.05 14.00 83.0 9.00 38.0 5.50 28.8 5.50 39.5 5.50 39.0 200 229,9 356 377 229 17.2 140 13.1 140 17.9 140 17.7 No.100-C No.10-C 10 11.10 16.50 160.0 11.00 76.0 6.50 43.3 6.50 67.0 6.50 77.0 250 281.9 419 72.6 279 34.5 165 19.6 165 30.4 165 34.9 12 13.20 19.00 210.0 12.00 92.0 7.50 72.0 7.50 108.0 7.50 120.0 C to E 300 335.3 1 483 95.3 305 1 41.7 191 32.7 191 49.0 191 54.4 14 15.30 21.50 261.0 14.00 174.0 7.50 104.0 7.50 92.0 7.50 101.0 350 388.6 546 118.4 356 78.9 191 47.2 191 41.7 191 45 B 16 17.40 24.00 337.0 15.00 239.0 8.00 142.0 8.00 112.0 8.00 121.0 400 442.0 610 152.9 381 108.4 203 64.4 203 50.8 203 54.9 E to E No.11-C 18 19.50 26.50 451.0 16.50 328.0 8.50 186.0 8.50 145.0 8.50 146.0 450 495.3 673 204.6 1 419 1488 216 84.4 1 216 658 1 216 66.2 20 21.60 29.00 588.0 18.00 413.0 9.50 246.0 9.50 200.0 9.50 202.0 500 548.6 737 266.7 457 1873 241 111.6 241 90.7 241 91 6 C to E 60 25.80 34.00 909.0 22.00 668.0 11.00 414.0 11.00 282.0 11.00 284.0 �., C0 655.3 864 4123 559 3030 279 187.8 279 127.9 279 1288 30 32.00 41.50 2136.0 25.00 1002.0 15.00 720.0 15.00 681.0 15.00 699.0 750 1 762.0 1 1054 1 968.9 635 454-4 381 326.6 381 308.9 381 3171 No.12-C No.13-C 36 1 38.30 1 49.00 1 3120.0 28.00 1608.0 18.00 1152.0 18.00 975.0 18.00 1124.0 900 914.4 1245 1415.2 1 711 1 729.4 457 522.6 457 442,3 457 509.8 Contact Victaulic for details. Victaulic Company of America•P.O.Box 31,Easton,PA 18044-0031 •4901 Kesslersville Rd.,Easton,PA 18040.610/559-3300•FAX:610/250-8817•www.vietaulic.com 1680 Rev.B 1/99 ®Registered Trademark Victaulic Company of America a Copyright 1999 Victaullc Company of America Printed in U.S.A. ;I. I! , �"� ;��.u� tr` °j t;,,.✓ � �+,ir- dy; �'` �Y.z... .r. 7 t -r�.rP `� [t:,: a ME... cr 1} } I t Y {��os-1 3 '. ,' rd.F :. r Factory IUlutual System WC211Y CY MOT ■Merit Weld-MiserTM Tee-Let®Welding Branch Outlet Fittings offer the user a high strength, low cost forged thread- ed and grooved line of fittings specifically designed and manufactured to be installed on schedules 5 thru 10, propri- etary thin wall flow pipe and standard wall pipe. Unified DesignTM Series Merit's Unified DesignTM Series carries all important design considerations into its entire line of welding branch outlet fittings. • Merit Weld-Miser Tee-Lets are designed and manufactured to reduce the amount of weld required to install the Tee-Lets on thin wall or proprietary flow pipe.Typically only one weld-pass completes the installation. Merit Tee-Lets install with less weld volume than any other brand of welding outlet fittings for fire sprinkler appli- cations.To accomplish this: I •The contoured end of the fittings employs a reduced outside diameter. Two major advantages are immediately apparent: • The thinner wall on the contoured end permits welding temperatures to be I matched to the thickness of the branch line or main thereby insuring complete penetration without cold welds,weld roll-off, burn-through or excessive distor- tion. %4 ' •On the smaller sizes a heavier section is maintained on the threaded end of the I fitting. This protects the threads from damage during shipping and handling I two' t ll"at.on II from Id disco i prior w iii."i�auauvi i a."i well a�from wciu distortion. �. i r *� Each outlet size 1-1/2" and larger, whether male or female threaded, grooved or beveled requires the same hole size in the header pipe.This simplifies the installa- tion process. 1 General Specifications • Tee-Let welding outlet fittings are manufactured from highly weldable steel which conforms to the chemical and physical require- ments of ASTM A-53, Grades A or B,Type E. Ease of installation is assured when automatic welding equipment is used to install Merit Tee-Lets. • Threads are cut in accordance with the requirements of ANSI 1211.20.1, 300 lb. class, national standard for tapered pipe threads. BS21:1985 BSPT threads are available. • Tee-Let threaded and grooved welding outlet fittings are UL/ULC Listed, and FM Approved for use in the fire sprinkler systems installed in accordance with the requirements of NFPA Bulletin 13.They are rated for 300 PSI operation in fire sprinkler systems, and higher pressures in other non-critical piping systems. Send for pressure ratings per ASME/ANSI B31. • Tee-Lets are offered in a wide variety of header sizes. The consolidated header sizes shown in the following charts allow the fit- tings to be installed on more than one header size,while permitting the first size listed to fit the header perfectly,while a small gap along the longitudinal centerline of the header will appear for the second size listed. i in Branch Outlet Fittings shall be Merit Weld-MiserTM Tee-Lete, lightweight forged steel, employing low weld volume profile to provide for full penetration welds With minimum burn-through and pipe distortion on schedules 5 thru 10, proprietary thin wall, and standard wall pipe. Threads are to be ANSI 131.20.1, tapered 300 lb. class or BS21:1985, and the bore of the fittings calculated to improve flow. Welding outlets to be UL Listed, FM Approved for use conforming to NFPA, Bulletin 13 and pressure rated for 300 PSI maximum.Tee- Letse by Merit Manufacturing Corporation, Pottstown, Pennsylvania 19464 U.S.A. How to order — Use either of the following methods for ordering Merit®Weld-MiserTM Tee-Lets®. Method No.1 - Specify quantity Method No.2 - Use the following System:, desired followed by the - x Type Merft Steel part number shown in the Quantity Outlet Size Header Size Weight End Tee-Let Material "dimensions"chart for the type and size of outlet desired. �r Always order Column"A" Insert size Sch.10 A—Female Thread a few more of chart ccnsoridation Standard B—Male Thread- than actually from C—Cut Groove QUANTITY PART NUMBER required for Column"B" CA—Roll Groove the job. of chart Type A - Female Threads i I I itI II A III 1 II LI_ _ __ J; TYPE-A SHOWN M� k5l Otill4tyP,t�r✓;;0Inm(de glZ9( ID� 1015015 1-1/2 x 1-12 1.625 1.610 0.875 f 0,477 _----------------L ._._._._.. -._._ 1115015 40x 40 41.3 40.9 22.2 I .022 B i 1015020 2 1.625 1.610 0.875 0.477 i 1115020 50 41.3 1 40.9 22.2 .022 1015025 2-1/2 1.625 1.610 0.875 0.477 - - ------- - - - -- --- - - - - 1115025 65 41.3 40.9 22.2 .022 1015030 3-4 1.625 1.610 0.675 0.477 1115030 80-100 41.3 40.9 22.2 .022 z Dimensions & Corresponding Part Numbers 1015040 4 1.625 I 1.610 0.875 0.477 1115040 100 41.3 40.9 22.2 .022 w 1015050 5.8 1.625 1.610 0.875 0.477 ru 1 p o p f j 1 r}'Odt a da�y Make WolBht 1115050 125•20D 41.3 40.9 22.2 .022 r} Y b f� @ lA ti mA1a xLp�_fi iEaEet M f 1020020 2 x 2 1.750 2.667 0.675 0.857 'K fg . .f 4x i e lug elk 5s ; i�h��MIzQ 81ze /.kys ,. •.- 1120020 50 x 50 44.5 52.5 22.2 0.38 t r.- St1yR;? 10D2002 1J4 x 1-1/4-8 0.060 1020025 2-1/2 1.750 2.067 0.875 0.829 " 'a 6 x 6-200 0.04 1120025 65 44.5 52.5 22.2 0.38 1005012 1/2 x 1-1/4-1-1/2 1.063 0.700 0.500 0.1711020030 3 1.750 2.057 0.875 0.829 - 13 x 32-40 27.0 17.8 12.7 0.08 1120030 80 44.5 52.5 22.2 0.39 1005015 1-1/2-2 1.063 0.700 0.500 0.171 1020040 4 1.760 z.057 0.875 0.800 - 40-50 27.0 17.8 12.7 0.08 1120040 100 44.5 52.5 22.2 0.36 1005020 2-2-1/2 1.D63 0.700 0.500 0.171 1020050 5 1.750 2.067 0.875 0.743 50-65 27.0 17.8 12.7 0.08 1120050 125 44.5 52.5 22.2 0.34 1005025 2-1/2-8 1.063 0.700 0.500 0.169 1020060 6 1.750 ' 2.057 0.875 0.743 - 65-200 2' 17.6 12.7 1 0.08 1120060 150 44.5 f 52.5 22.2 0.34 1007012 3/4 x 1-1/4-1-1/2 1.125 0.900 0.500 0.260 1020080 8 11.750 2.057 0.875 0.743 - 19 x 32-40 28.6 22.9 12.7 0.12 1120080 200 44.5 52.5 22.2 0.34 1007015 1-112-2 1.125 0.900 0.500 0.260 1025025 2-1/2 x 2-12 2.215 2.469 1.125 1.250 - 40-50 28.6 22.9 12.7 0.12 1125025 65 x 65 54.0 62.7 28.6 0.55 1007020 2-2-1/2 I 1.125 0.900 0.500 0.260 1025030 3 2.215 2.469 1.125 1.200 50-65 28:6 22.9 12.7 0.12 1125030 80 54.0 62.7 28.6 0.55 1007025 2=1/2-8 1.125 0.900 0.500 0.256 1025040 4 2.215 2.469 1.125 1.150 - 65-200 28.0 22.9 12.7 0.12 1125040 100 54.0 62.7 28.6 0.52 1010012 1 x 1-1/4-1-12 1.250 1.145 0.500 0.331 1025050 5- 2.215 2.469 1.125 1.150 1110012 25 x 32-40 31.8 29.1 12.7 0.15 1125050 125 54.0 62.7 28.6 0.52 1010015 1-1/2-2 1.250 1.145 0.500 0.331 1025060 5 2.215 2.469 1.125 1.150 1110015 40-50 31.8 29.1 12.7 1 0.15 1125060 150 54.0 62.7 28.6 0.52 1010020 2-2-1/2 1.250 1.145 0.500 0.320 1025080 8 2.215 2.46-9 1.125 1.150 1110020 50.65 31.8 29.1 12.7 0.15 1125080 200 54.0 62.7 I 28.6 0.52 1010025 2-1/2-3 1.250 1.145 0.5110 0.314 1025030 3 x 3 2.500 3.068 1.500 3.11110 1110025 65-80 31.8 29.1 12.7 0.14 - 80 x 80 63.5 77.9 38.1 1.41 1010030 3-4 1.250 1.145 0.500 0.309 1025040 4 2.500 3.068 1.500 3.100 1110030 80-100 31.8 29.1 12.7 0.14 - 100 63.5 77.9 38.1 1.41 1010050 5-8 1.250 1.145 I 0.500 0:291 1025050 5 2.500 3.068 1.500 3.100 1110050 125-200 31.8 29.1 1 12.7 0.13 - 125 63.5 77.9 38.1 1.412 1012012 1-1/4 x 1-1/4-1-1/2 1.375 1.490 0.500 0.432 102506D 6 2.500 3.068 1.500 3.100 1112012 32 x 32-40 34.9 37.8 12.7 .019 - 150 63.5 77.9 38.1 1.412 1012015 1-1/2-2 1.375 1.490 0.500 0.421 1025080 8 2.500 3.068 1.511 3.100 1112015 40.50 34.9 37.8 12.7 .019 - 200 63.5 7769 38.1 1.41 1012020 2-2-1/2 1.375 1.490 0.500 0.421 1040040 4 x 4 3.000 4.026 2.000 6.000 1112020 50.65 34.9 37.8 12.7 .019 - 4 x 100 76.2 102.3 50.8 2.27 1012025 2-1/2-3 1.375 1.490 0.500 0.411 1040050 5 3.000 4.026 2.000 5.11100 1112025 65-80 34.9 37.8 12.7 .019 - 125 76.2 1 102.3 50.8 2.27 1012030 3-4 1.375 1.490 0.500 0.389 1040060 6 3.000 4.026 2.000 5.000 1112030 80-100 34.9 37.8 12.7 .018 - 150 76.2 102.3 50.8 2.27 1012050 5-8 1.375 1.490 1 0.500 0:389 1040080 8 3.000 4.026 1 2.000 6.000 1112050 125-200 34.9 37.8 12.7 .018 - 200 76.2 1 102.3 50.8 2.27 Note:Tee-leis are manufactured to fit size-on-size,that is the contoured shape on a given Tee-Let is made to 0t perfectly on the first listed header size.If installed on the sec- ond header size marked on the,fitting•a slight gap of approximately 1;32"will appear along the longitudinal centerline of the header.For example,a 1"x 2-2-1/2".Tee-Let.is a 1-outlet fitting manufactured to fit perfectly on the 2'header size listed,while leaving a 1132"gap along the longitudinal centerline of the 2-1/2"size.If a perfect fit is required for a 2.1/2"header pipe,then a 11"x 21/2'-3":Teeriehwould-be ordered.Size consolidations are employed to reduce Inventory'and prdvide for greater flexibility.. Cut Groove Std.Wt. Male Thread Std.Wt. Roll Groove Sch. 10 A 14( E A Grooved Threaded Type C Type B 4` Grooved Threaded T"P Typ e C Type B C D 112' 61 0 0 10641dei I Dimensions icvlk 01amE for ThIckne oh� 61 VO 94, 19.0 .0 a I $ 1i6 0 StC, coppe Size E S�., 11 b .I I sponding 1310012 2010012 2210012 1 x 1-1/4-1-1/2 3 1.049 1.315 0.133 11.500 TYPE-C SHOWN 25X 32-40 60 20.6 334 3.4 30 Part Numbers 1310015 2010015 2210015 1-1/2-2 3 -1.049 -1-.-3;15 0.133 1.500 Malo ';Xul - Roll 40-50 80 26.6 33.4 3.4 30 Tbroad i"drboVe Groove -f`laM1qtNi"j'n qL1*10,!oil 141,%. 1210020 2010020 2210020 -2-2-1112 3 1.049 1.315 1 0.133 1.500 sta.�'lt. Sid.Wt. Sch. IS i i� 30 Metric 65 80 26 5 ;F 2-11,22-4 50. 33.4 1 3.4 113100?5 2010025 2-2i OD25 1.049 1.315 133 1.S 8 i325025 2025025 2225025 2-11rz x 2-irf a 2.469 2.635 12.875 0.203 0.120 L500 65 100 80 26-6 . 11 2125025 65 x 65 an 52.7 67.0 76.2 5.0 3.0 30 1310050 21111001) 2210050 5-8 3 1.049 1.3111 0.133433 1.500 1325030 2025030 2225030 3 3 2.469 2.635 2.875 0.203 0.120 1.500 125-200 80 26.6 33.4 3.4 30 2125030 so 80 62.7 67.0 76.2 S.D 3.0 30 1312012 2012012 2212012 1-1/4 x x 1-1/4 3 1.368 1.660 0.140 1.500 1325035 2D25040 2225035 4 3 2.469 2.635 2.875 0.203 0.1201 1.500 32 32 80 34.7 42.2 3.6 30 100 80 62.7 67.0 76.2 5. 30 1312015 2012015 2212015 1-1/2 3 1.308 1.660 0,140 1.500 1325050 2025050 2225050 5 3 2.469 2.535 2.875 0.2031 0.129 1.500 40 80 34.7 42.2 3.5 30 12125050 125 80 62.7 67.0 76.2 5.0 3-0 30 0 1212020 2012020 2212020 2-2-1/2 3 1.368 1.660 0.140 1.500 1325060 2025060 2225060 6 3 2.469 2.635 2.875 11.203� 0.120 1.500 60-65 80 34.7 42.2 3.6 30 2125060 175 80 62.7 67.0 75.2 5. 3.0 30 1312025 2012025 2212025 3.4 3 1.368 1.660 0.140 1.500 1325 a 2025080 2225080 8 3 2.469 2.635 2.8751 0.203� 0.129 1.500 a 34.7 30 2125080 200 80 62.7 67.0 76.2 5.0 3.0 30 1312050 2012050 2212050 5-8 3 1.358 1.5611 0.140 1-500 1330025 2030025 2230025 3 X 3 3 3.068 3.260 3.500 1 0.216 0.120 1.500 125-200 80 34.7 42.2 3.6 30 80 X go 80 78.0 83.0 88.0 1 5.0 3.0 , 30 1315015 2015015 2215015 1-1/2 X 1-1/2 3 1.610 1.900 0.145 1.500 1330030 2930030 2230030 3-1/2 3 3.068 3.260 3.500 0.216 0.1201 1.500 1 40 x 40 an 40.9 48.3 3.7 30 85 80 78.0 83.0 8B.0 5.0 3.0 30 1215020 2015020 2215020 2 3 1.610 1.900 0.145 1.500 1330035 2030035 2230035 4 3 3.068 3.260 3.500 9.216 0.120 1.500 so an 40.9 48.3 3.7 so --loo 80 78.0 83.0 88.0 5A 3.0 30 1315025 2015025 2215025 2-112 3 I 1.610 1.900 0.145 1.500 1330050 2030050 2230050 5 3 3.068 3.260 3.500 0.216 0.120 1.500 65 BO 40.9 , 48.3 3.7 30 125 on 78-0 83.0 B&D 5.0 3.0 30 1315030 2015030 2215030 3-4 3 1.610 1.900 1 0.145 1.500 1330060 2030060 2230060 6 3 3.1168 3.260 3.500 0.216 0.120 1.500 80-100 80 40.9 48.3 3.7 , 30 150 80 78.0 83.0 88.0 5.0 3.0 so 1315050 2015050 2215050 5-8 3 1.610 1.900 0.1145 1.500 1330080 2030080 22300BO 8 3 3.068 3.260 3.5001 9.215 0.1201 1.5000 I , 125-200 so 40.9 48.3 3.7 30 1 200 80 78.078.0 83.0 88.0 5,0 3.0 30 1320020 2029020 - 2 X 2 3 2.067 2.375 0.154 1.500 1340040 2040040 2240040 4 x 4 4 4-025 4.260 4.500 0.237 0.120 1.600 50 x 50 80 52.5 60.3 3.9 30 11110 X 100 100 102.0 108.0 114.0 6.0 3.0 30 1320025 2D20025 - 2-1/2 3 2.067 2.375 0.154 1.500 1340050 2040050 2240050 5 4 4.026 4.250 4.500 0.237 0.1201 1.500 65 80 52.5 60.3 3.9 30 125 100 102.0 108.0 11' 30 1320030 2020030 - 3 3 2.067 2.375 0.154 1.500 134DO60 2040060 2240060 5 4 4.026 4.250 4.00 0.237 0.120 1.500 80 80 52.5 60.3 3.9 30 150 Ion 102.0 108.0 114.0 6-0 3.0 30 1320035 2020040 - 4 3 2.057 2.375 0.154 1.500 1340080 2040080 2240080 8 4 4.026 4.260 4.500 0.237 0.120 1,50 100 on 52.5 50.3 3.9 36 200 100 102.0 108.0 114.0 6.0 3.0 30 1320050 2020050 - 5 3 2.057 2.375 0.154 1.500 - 2060060 2260060 6 x 6 4 6.065 6.357 6.625 0.280 0.134 1.500 25 80 52.5 60.3 3.9 30 150 x 150 100 155,0 161.5 168,3 71 3.030 1320060 2020060 - 6 3 2.067 2.375 0.154 1.500 - 2060080 2260080 1 4 6.065 6.357 6.625 0.280 0.134 1.50 50 8 0 62.5 60.3 3.9 30 200 100 155.0 161.5 168.3 7.1 3.0 30 1320080 202008D - a 3 2.067 1 2.375 0.154 1.500 - 2000080 22800801 6 x 8 8.329 8.6251 0.322 0.140 1.50 200 80 14 7.981 52.5 1 60.3 3.9 30 1 200 x 200 00 203.0 212.0 213.0 8.0 3.0 30 DISTRIBUTED BY MADE IN U.S.A. MERIT MANUFACTURING CORPORATION 319 Circle of Progress Pottstown, Pennsylvania 19464-3811 (610) 327-4000 - Fax (610) 970-9282 Fax Toll Free 800-543-7013 www.meritmig.com 01999 by Merit Manufacturing Corporation CGI/4-00 cast iron threaded Class 125, (standard) pressure ratings, psi I saturated steam:1 25 liquid 8 gas at 150 F: 175 Grinnell standard and extra heavy cast iron Grinnell standard and extra heavy fittings in this threaded fittings are manufactured in accordance section,sizes 1/4-12 inch,are included in the"List of with American National Standards ANSI B16.4 Inspected Fire Protection Equipment and Materials" (except plugs and bushings, ANSI B16.14). Dimen- issued by the Underwriters' Laboratories, Inc. sions also conform to Federal specifications,WW-P- 501 (except plugs and bushings WW-P-471). weight(approx) each,Ib elbows A B fig.351 fig.351 fig.371 size,in. in. in. black gals. black 900 elbow % '/: %, .16 .17 .... straight: fig. 351 / %6 '3;, .25 .26 .... �t2 '�, 1'/e .40 .41 .... '/a "/�, 13f6 .60 .61 .... 1 .92 .95 .... 1% 1'/e 1% 1.44 1.46 1% 1%, 113�6 1.95 2.00 Y 2 W, 21/4 3,13 3.21 .... 2% 113f, 2% 4.94 5.13 10.22 flanged and threaded fig. 3714 3 23f, 3T, 7.21 7.40 13.25 3Y2 2%, 3;f, 9.67 .••• 18.22 } 4 21%, 313f, 12.17 12.67 21.56 5 3%, 4% 21.46 22.32 28.13 A - 6 3% 5V, 31.33 33.33 40.50 I 8 53f, 6%, 64.56 67.14 80.06 T ( j 6 A + Sizes 4 inch and larger have two bolt holes tapped for stud or tap bolts. A:center to end of pipe B:center to face of fitting 450 elbow: fig. 356 weight(approx) each, lb A B fig.356 fig.372 size,in, in, in. black gaiv. black 3/4 716 % .16 .17 .... y .23 .... .... g }:' '/2 /e .37 .38 .... flanged and threaded Y4 % 1 .55 .56 .... fig. 372 1 X6 1,/ .83 .88 1'/a 5/e 1% 1.33 1.36 1Y2 ��, 1%, 1.79 1.83 _... 2 1 1IX, 2.89 2.96 2% 1X, 1'3f6 4.29 4.35 .... 3 1 N, 23f6 6.44 6.65 3% 1% 2% 8.42 4 1X6 25/ 10.64 11.22 19.88 5 1'/6 3X6 16.96 17.38 .... A:center to end of pipe 6 2'/,6 3%, 26.02 26.19 35.31 B:center to face of fitting 8 2% 4/, 50.17 52.00 64.41 ` 1"size available In 1 x 1/2 reducing size,black or galvanized. pf-19 cast Iron threaded, (class 125) elbows, cont'd A B weight(ppprox)each,lb. size,In. in. in. black galvanized 22%10 elbow 3/a '/. '� .52 • fig. 356A 1 ,fi 1 .80 • 49 11/4 % 11/e 1.40 • 1% s/e 11/ 1.64 • T-1A - . 2 l 1�a 2.50 • i 2'/: %a 1s/e 3.95 • weight(approx) A B C 0 each,lb. size,In. in, in. in. In. black 900 elbow '/ % 1�16 1 .34 reducing: fig. 352 % % % / 1)(6 1K6 .40 1/2 Ix, 13fe 1X6 1% .51 1 % 1)fa 13fi 1e/a 1%, .76 1�6 13fa 1 a 1% .67 1 1K6 1% 1 Xa 11x6 1.21 11! 5/ 1 • i i• •,a 6 ,i 1•is .02 ' ' l % 1�16 11f6 1'%6 11/ 1.07 1'/a 13fi 1% 119fa ! 17, 1.74 {7 1% 1 1 1% 1 s� 11)fa 1.44 YA Ne 1 K, 1%2 11K, 1.55 1/ % 1% 1% 15/8 1.53 11/ 13f6 1% 2 2% 2.59 1% 13f6 1�6 1% 2�a 2.33 2 1 11f6 1% 2 2.08 '/a 1K, 1% 1 e 2 2.20 o- l 1K6 W6 1% 1'/e 2.22 B 2 1 X6 17/e 2%, 2& 4.01 i - 2% 1% 13fa 11jf6 23f6 2fi 3.68 T.. 1% 1yi 1% 2Xa 2% 3.41 c� j 1 1 1% 1 IN, 2K, 2.93 21/ 1% 2K, 29fa 3)fa 8.44 3 2 1% 2% 21f6 2% 5.35 11/ 1% 2K, 2Ka 21)(, 5.65 11/a 1Be 2K, 2Xa 2% 5.98 33/2 3 2& 2%, Wfa 32. 8.95 3% 23�6 211f6 31/ 311/1a 11.89 4 3 2)f6 21X6 31/a 3% 10.63 21/2 2K, 2% 31a 3% 11.27 A. B: 2 2& 2%, 3% 3s/ 11.89 center to end of pipe 4 213I18 36/ifi 4 4% 16.47 C.p: center to face of fitting 5 3 213/16 3716 4 4% 19.00 21/2 213/16 31/2 4 4% 19.88 5 3% 31716 4% 5 26.66 6 4 213/16 37/6 41/16 415/16 23.53 3 25/16 313/16 3'/16 413/16 19.43 8 6 43/16 51/6 5e/16 6% 51.11 • Not stocked pf-20 cast iron threaded, (class 125) pressure ratings, psi saturated steam:125 liquid &gas at 150 F:175 tees A B C D E F eachelbprox) size,in. In. In. in. In. In. in. black galy. straight tee '/a % Y i 13f6 1)16 13f6 •22 •23 fig. 458 3/e % 4 4 1 1 1 .35 .36 ': I 11X6 'lfe 'x6 1e 1e 18 .56 .58 4 '3fa 13fe 16 13f6 13f6 13f6 .84 .85 1 'S5/� 1S5!� 1S/ 11 1' 1' 1.25 1.31 �16 �16 3f6 e 8 e 1 4 1 B 1 6 1 8 1 4 1 4 1 42:03 2.07 11/ 1 X, 13f6 13fe 113f6 1'3fe 113fe 2.70 2.72 2 1X6 1,X, 13f6 24 24 24 4.23 4.33 7 2'e 1'3f6 11%, 113f6 213f, 211Xe 2% 6.67 6.79 j s 3 23f6 23fe 2K6 38 3e 31e 10.00 10.16 -rl 3% 2X6 2N6 2Ke 311e 3116 3x6 13.29 13.82 c I F 4 2% 2% 2% 34 34 34 16.33 16.99 --j 5� 5 33(6 3K6 33f6 4% 4% 4% 27.33 27.67 A,B,C:center to end of pipe 6 3% 3 a 3% 51 r 58 51e 40.85 41.40 D.E,F:center to face of fitting 8 53f6 53f6 5K, 6%6 6K6 6X6 79.00 81.25 reducing tee i 4 Ix, '3f6 4 18 18 18 •57 ... . fig. 959 '/: X 1�16 1�6 IN, a 1 e 1'a .57 4 % 'x6 "X6 f Y. 1��'/e 11Y/e 1'Y. .59 .... 8 1x6 ix, 1K6 13f, 13f6 14 .76 .. . . 4 4 %y�, '16 1)16 1K6 1X6 1,e .75 ... . 4 Xfi X6 a 1LX6 11ri6 1%6 .62 1 / 4 13f, 'i16 'i76 13f6 14 13f6 • Y..•• ., �1 Z 1 .75 . .. rl'! 1 z 'Jfe 1+16 '3f6 13f6 18 14 .64 . ... S� • X" 4 4 '�1 yy 6 13f6 I 'K6 13(6 14 134 .79 .... 'e 4 13f6 133ff, Ix, 14 1% l X6 .68 4 IN, '�1y6 ix, 13 e 14 1 X6 1.11 1 % '�1'/6 17f6 13f6 1% 14 14 1.01 1.03 4 'xe 17f6 18 1% 14 1 4 1.01 .... 1 %, 13e '3fe 1% 1e 1X& 1 1.13 .... 4 4 1vZ16 'i1yf6 '�1yy6 14 13f6 1%, 1.00 ... . 1 % 11f6 Ix, 13f6 1 X 11X6 14 .89 .... 1 13f6 p C 'Xy6 !K6 1% 4 1 1% 1.08 . ... Y 4 111�, IK6 135�fe 14 14 1 X6 .91 ... . er... 8 1i16 4 1i16 14 1 Nd 14 .90 .... A 8 X1 IK, '3f6 13fe 17%�� 174�` 1% 1.08 F 1 1 1 13f6 1/16 1K, 1�16 1�7/16 14 .99 .... /z /2 1 1 13f6 1 Ne 1%, 14 1.00 .... 1 13f6 '3f6 18 1?46 1X6 1')f6 1.73 . ... 14 4 13f6 131�f6 18 1%, 1 X6 14 1.57 . .. . 1/ 11f6 'lf6 11e 1X, 1K, 1K6 1.47 . .. . A, B,C: 14 11 e 18 18 1 4 113f6 14 1.79 center to end of pipe 1 1 '3f6 ix, 1'/e 1X6 1X6 11X6 1.53 1.56 D, E. F: 4 '36 IN, 1'a 1 X6 14 1 ye1.36 . ... center to face of fitting 11/6 1/: 1',fn6 1/f6 1 1'/, 1X, 14 1'/,6 1.27 1.30 14 11e 11e 18 1 4 4 14 1 1.73 . ... 4 1 13f6 13f6 11/a 1 Y46 1 5�6 111X6 1.43 . ... 4 13f6 13(6 1 ye1�1'!6 1X, 14 1.27 . ... 8 1'/ 11 e 11 e 18 14 13f6 14 1.64 . .. . 1 13f6 1%, 18 1 X6 1 Yee 111f6 1.38 . .. . 1K6 K, 11/a ix 13f6 14 1.00 1 I 1 1% 18 1'/e '3f6 117/i6 1'x6 1% 1.49 pf-21 cast iron threaded, (class 125) wgt(approx) tees, cont'd A B. I C D E F each,lb. size,in. Ins in, in. in. in. in. black gaiv. 14 1x6 1'yie 1'14 1'3(e 11K6 11% 2.44 .... reducing We 1 1 1 14 1% 1% 1'f,6 2.13 2.17 fig. 359 12 4 7e 7e 14 17 22 1 2 4 1 1.95 .... 2 IN, Ix, 1544 1i16 1%, 1'X6 1.84 .... 1 2 1& 1%4. 13(6 1 IK' 1 2 i 13(6 2.50 ... . 14 1K6 14 1 4 11i1L6 1y4� 12 2.28 .... 14 1 1 13fa 14 14 1�16 1I 6 1.97 2.05 4 7% IN, 14 12 1 7 i6 1% 1.79 . 12 2 1i16 1�16 12 1i16 1i1v16 11x6 1.67 1.73 t 5/ S/ 5� 12 1,16 14 13(6 1'3(6 113(6 113(6 2.29 .... 14 1Xi6 1'/e 14 1'3(e 1'Yie 17/s 2.08 .... 1 1 1 13(e 14 1% 112 113(6 1.72 4 % '�r10 14 12 1'/e 14 1.70 .... 12 I 6 4 11e 1%6 13(6 1'X6 1.75 .... Y44 12 1 3�e 14 13(6 1'3(6 14 1 IN, 2.18 ... . 1Y2 1"s 1 I ix, 11356 1'%Se 1'3(e 2.14 2 1 14 113(e 1X6 17, 1.93 14 14 14 14 1 K6 17e 17 a 1'3(6 2.29 .... 1�4 i 12 1�4 1 4 13(e 17� 11 6 YlY 2.07 .... 1 1 1'/a 14 1 i l3(6 1'3(6 1% 1.84 .... 0-- r i 112 13fe 1K, 12 2 2 2% 3.59 3.74 1'/4 13f, 1 X 1 7�6 17/e 17/8 2'X6 3.38 .... 2 1 IX6 1X6 13(6 14 14 2 3.05 3.14 ci 4 % ye1X6 1°Ki6 1N6 1'3(6 2.86 .... F 2 IN, I)f, 1�6 12 1'2 14 2.74 2.81 2 1 X6 1'/x 1?46 24 24 24 3.70 12 1Ka ix 12 2 113(6 2%6 3.24 3.38 1 14 16 IN, 1%6 1% 113(6 2X6 2.98 ... . `' 12 1 1Y76 1 1�1 7/6 14 14 2L 2.66 A, B, 12 C: 4 7B 7/e 1746 IN, 12 113(6 2.46 . . . . center to end of pipe 'Kia IK' 1746 112 1k6 14 2.34 2.38 D., E, F: 2 2 1X6 1?46 1x6 24 2Y16 24 3.71 . .. . center to face of fitting 12 iK, 14 12 2 1% 2% 3.13 . .. . 14 11/ 13(e 1'e 1 N6 17/e 14 2X6 2.90 . .. . 1 1 X6 1 1 X6 14 1% 2 2.73 . . . . 4 7/6 7 e 1 3�6 1 K6 1'2 1'3(6 2.50 .... 1/2 11/1 e 1 17/16 13/4 1% 2 2.48 2 16/i s 17/16 1'/16 21/4 2 21/4 3.46 .. . . 1 11/2 15/i a 11/4 11/2 2 113/1 6 21/s 2.85 .... 11/4 13/16 1'/s 11/2 1% 13/4 21/16 2.94 .... 1 11/16 11/16 17/1 a 13/4 1% 2 2.70 .... 2 19/16 17/16 19/16 21/4 115/1 a 21/4 3.31 3/4 11/2 15/18 15/16 11/2 2 113/16 2% 3.40 .... 11/4 13/16 11/6 17/16 1% 13/4 21/16 2.50 2 19/16 17/16 1%6 21/4 1% 21/4 3.30 .... 1/2 11/2 15/16 1% 11/2 2 113/i 6 21/8 2.95 .... 11/2 11/2 11/2 11/2 15/16 2% 21/8 2 3.23 .... 11/2 11/4 11/2 17/16 15/16 2% 21/16 2 3.07 . ... 11/2 1 2 11/2 17/16 15/16 21/e 2 2 2.91 . ... 11/a 1'/4 17/1 c 17/16 13/i s 21/,s 2'/1 a 1% 2.81 ... . 11/4 1 17/16 17A r. 13/16 21/16 2 17/s 2.66 .... 1 1 17/16 17/16 13/16 21/16 2 17/e 2.70 .... 2 1X6 1X 17/6 2Xe 2f6 2X6 5.88 6.02 12 1'!�6 13(6 1 IK' 2,1�6 2 6 2%, 5.14 1 11/ 13(6 13(6 14 2K6 2X6 2% 4.83 ... . 22 1 1 1 13/4 11Ke 1IK' 2X, 4.48 . .. . 4 7e 7e 14 14 14 24 4.29 .. .. 2 Y44 3/4 13/4 1'X6 11x, 2K6 4.00 ... . 212 22 IIX6 1q7/�e 1'3(6 2% 2X6 213f6 6.00 . .. . 2 15%/6 1�16 1 ve Of, 24 2K6 5.17 . .. . 1 2 IN, ix 1'3(6 2K6 2 2�fi 4.42 .. .. 2 1'/a 1 6 1)f6 14 2'i(e 178 2% 4.26 . . .. 1 1 1X6 14 1IK' 14 23(6 3.92 ... . Y 7 3/1 a 13'/ 1x6 ?1 3.62 .. .. pf-22 2 4 13'6 1 4 1'�16 12 2L/a 6 3.57 ... . cast iron threaded, (class 125) pressure ratings, psi ` saturated steam:125 1 liquid &gas at 150 F:175 wgt(approx) tees, c6nt'd A B C D E F each,lb. size,in. in in. in. in, in. In. black gaiv. reducing tee 2% 113f6 119f6 11%, 21X6 2X6 21X6 5.82 .... fig. 359 1% 2 1X, 1'/: 17/e 2X6 2Ye 2K6 4.85 .... 11/' 13f6 13fe 113f6 23f6 113f6 2%6 4.23 .... 2% 113f6 1% 11)f6 21X6 2'/e 2% 5.40 .... 1 Y4 2 1'f6 1% 1% 2;(0 2% 2X6 4.96 .... 2% 1'/s 1 1 Xi6 1% 2%6 11& 2X6 4.28 .... 2% 1'3fe 1'/4 1' 6 2%, 2f6 21X6 5.36 .... 'a 2 1X6 1X6 17/e 2%, 21e 2X6 5.03 21/' 113f6 1'/4 11)f6 2%6 23/4 213�6 5.10 .... 2e 113f6 113f6 11gi6 21i16 2% 21J16 5.20 2 2 M I ix, 17/e 2;(6 2'/e 2%6 5.29 .... 2 2 17/8 1�/r�a 1 X6 2X6 2%, Of, 5.17 5.38 2 1% 17/e 1'x6 1X6 2X6 2�1y�6 2�11�6 5.46 2 1'/a 2% 1% 1'/a 1X6 2K, 2'/ 2%, 4.54 .... 2 1 1'/a 113f6 1x6 2?46 2% 2%, 4.88 .... 1% 112 113fa 11)f6 13f6 2X6 2�/6 23f6 4.15 2% 1% lyeq� 21/ 213f6 2% 3X6 8.92 8.96 2 1 X6 1 X, 23(6 2N6 2146 2 e 7.75 7.83 C 1% 1 e 1'/e 2%, 2h, 2f6 21%, 7.10 7.27 3 1% 1% 11/4 21/ 23f6 23f6 2% 6.75 ••. 1 1 1 21 r 2X6 2X6 2% 6.27 6.54 A e % '3fe 13f6 2 8 1 ye ye 2% 6.06 6.17 e 1K, 13f6 ?3f6 1% 1% 2% 6.08 6.17 3 2% 21 r 2% 3% 3N6 3% 9.13 2% 1 ye 1'3f6 26/ 29f6 21)f6 3X6 7.66 2 1X6 112 23f6 2?46 2f6 213f6 6.81 .... 2% 1'/x 1'/a 1K6 23f, 2,1�6 Zfi6 21K6 6.23 6.33 1% 1% 1,3i, 2% 2K6 2K56� 2% 5.92 . .. . A, B, C: 1 1 'X6 21/e 2!f6 11�16 2% 5.51 center to end of pipe 3 % 1X. 1 2% 2156 113f6 2% 5.93 D, E, F: center to face of fitting 3 2% 23f6 2% 3% 213f6 3%'/ 8.79 2 2'/: 1 e q� 113f' 2% 21i1'/6 2X6 3/i6 7.10 .... 2 1�16. 1 X6 Of, 2% 2% 2% 7.29 1'2 1'/e 1'z 23'i6 2,5(6 23f6 213f6 •6,83 .... 1 3 21 a 23f6 2'/e 3% 2% 3% 8.13 .... 12 2y 17/e 1!e 2'/e 213,6 2X6 3'rf6 7.67 3 2% 21e 2'a 3% 2% 31e 8.46 .... 1e 2e 1 s 11X6 2 e 213f6 2X6 31f6 7.69 .... 3 2% 2% 2e 3% 21X6 31e 8.30 1 21/2 1 ye 2% 213f6 2X6 3X, 8.03 . . . . 3 2'/e 2'e 21/a 31 a 21%6 31e 8.25 . . .. '2 3 21e 2'/ 21e 3% 21X6 3% 7.60 •••• 212 212 2% 2'e 17/e 3X7�6 3X6 213f6 8.09 8.35 212 2 2% 2X6 1 ye3x, 213f6 29f6 7.35 .... 2'/' 1? 2 e 2%6 1 a 3K',, 2% 213f6 7.99 ... . 2'/x 1% 3 21/e 23'i6 1'/a 3X, 2% 2132f6 7.73 . . .. 2% 1 21e 2�/a 17/e 3X6 213f6 213f6 8.03 ... . 2 2 23f6 23f6 1y 2'e 2'e 2% 7.87 3 23f6 Of, 2% 3/16 33f6 3y 12.00 2% 113f6 113f6 2% 2% 2% 3%, 10.95 2 1Se 1% 29, 2% 2% 33f6 9.94 . ... 3% 3% 1% 1% 1'/e 2X6 2% 2'/e 33f6 8.67 .. . . 1% 11e I 2% 2% 2% 3 8.63 .. .. 1 1X6 11f6 2% 2'e 2% 21K6 8.00 .... pf-23 coupling I across flats weight(approx)each,lb. A B C size,In. In. In. In. black galvanized hex coupling 1 17S/16 171/16 9/16 .82 .... fig.366 u weight(approx) weight(approx) reducers A Be each,lb. A Be each,lb. size,In. In. )n. black size,In. In. In. black 3/a '/? % 1 s/s .40 concentric reducer 3/4 0 r/�s 1'/z 63 2�/z ?'/z 13/a 2s/18 3.90 fig. 367 1 __ 1/2❑ 1'/,e V/ie .54 i 1a/s 13/�e4.40 1 75/ie 21/6 1.07 3 2/z /11e 23/ 3.96 11/4 % 1 2Ye 1.07 % 15/1e 21/2 4.31 ^. % 1/16 15/6 .84 3 1 3 YK 11/4 1 21/4 1.45 1/z 1/e ;/1 a 7.63 A , 1 '/2 1% 1.50 4 3 1/16 3% 7.01 11/2 3/ 1/2 1% 1.20 21/2 13/16 31/8 7.78 1/2 1/a 1 s/s 1.00 Z 13/16 215/16 6.50 A:end to end of pipe 1Yz 7/3 23/18 1.98 5 4 1%8 35/16 10.48 S:face to face of fitting 2 /4 1/16 2/8 1.78 6 5 1% 39/18 15.53 ❑hex end % 3/4 2 1,90 4 1% 3/16 13.83 1/2 % 2 2.00 8 6 1'/4 37/ 29.10 A B O weight(approx)each,lb. size,In. In. In. black galvanized eccentric reducer 3/4 1/2 s/B 1'/z .45 fig, 368 1 %% '%2s .61 1'/6 .57 1 1/z 111/16 1.00 • - .71M 11/4 % '/z 1% .90 1/2 6/16 15/ 1.00 11/4 % 11/6 1.26 •.. 1 11/z 1 9/1 a 13/4 1.21 +i 3/4 6/ie 11116 1.17 .... 1/2 '1/,s 13� 1.11 11/2 % 23/16 1.93 .. 11/4 t3/is 2% 1.87 2 1 1A 21/16 1.86 % % 2 1.83 1/ 3/i 1'S/16 1.80 2 1 23/ta 2.95 • 21/z 11/2 �e 23/8 2.94 rB-� 11/4 /e 23/8 2.80 I .... 'A I I 1 13/,6 2% 2.74 j 21/z 1e/16 211/16 4.80 •.. 2 1116 2/4 4.61 .... 15/16 3 11/2 2121/16 4.16 11/4 15/ie 21/16 80 1 7/6 21/,6 3.95 L_ .. 3 16/is 215/i6 6.04 • 21/2 1 21/6 5.61 .... 2 1'/16 2% 5.23 A:end to end of pipe 31/2 11/2 1 2% 5.08 .... B:face to face of fitting 11/4 �5/16 26/;e 5.30 .... 1 5/16 2/2 4.98 31/2 1% `33/18 7.55 • . 3 11/16 3% 7.64 • 4 2'/z 1a6 215 5 6.911 11/4 1/ie 23a 6.58 1 1'/, 2`1%8 6.83 4 11/16 31/16 11.19 0 31/2 11/18 31/4 10.94 .... 5 3 11/1 s 31/4 11.44 21/2 1% 33/is 11.38 .... 2 13/16 31/16 10.81 5 11/¢ 36/16 18.00 •,. 4 11/e 31/1s 15.36 6 31/2 1 As 35/86 14.66 21/2 11/6 3% 14.58 .... 2 11/4 33/1 15.60 8 6 1% 37/8 I 28.04 • . 5 15/16 3% 28.14 .... pf-30 p Dimension "B" does not conform to ANSI Standard. 0 Not stocked cast iron threaded l weight each,lb. weigh)each,lb. size,in. black gale, size,in. black gaiv. hex bushing X 1/s .021 .022" 3 1. 6 1.98 fig. 383 , '. .038 .039" 2% 2.56 2.61 Y1 .045 .047 02 2.42 2.49 ve 1 .050 .053 3/: 01'/ 2.32 2.38 .070 .073• 01% 2.54 2.64 Ya .060 .062 01 2.65 2.75 % .103 .105 --•F Y4 119 21 31 2.50 2.58 Y4 . ''4 . 00 ..105 3 3.15 3.21 02% 3.29 3.33 .170 .174 4 02 3.11 3.24 .215 .220 011/ 3.44 3.50 1 0 % .182 .188 01% 3.54 3.60 .192 ❑ ''1 .208 .216 01 3.59 3.63 1 .296 .302 4 3.94. 4.10 % .300 .305 3% 4.00 4.30 ❑ % .290 .295 5 03 4.83 4.93 ❑ Y, 290 .300 02% 4.87 5.06 1'Y, .327 .334 02 5.12 5.24 1 .500 •520 1 0 Y, .420 .470 . 5 5.24 5.45 ❑ Y, .470 .500 04 6.83 7.11 0 Y, .470 .490 6 03� 7.75 8.06 1 A 667 .680 02% 7.72 7.78 1'/4 .810 .830 02 8.00 8.32 01 .730 .760 2 ❑ Y4 .710 .750 0 % .750 .780 6 13.19 13.5 ❑ % .750 1 .800 05 13.65 14.0 04 13.93 15.0 2 .920 .950 8 1331/2 14.60 1 Y, 1.290 1.340 03 15.50 15.8 2� 01 Y, 1.240 1.250 01 1.160 1.230 0 % 1.250 1.290 8 22.0 22.5 ❑ % 1.280 .... 10 06 24.5 ❑5 26.1 2Y2 1.63 1,66 04 27.5 2 1.90 1.94 01 Y, 1.79 1.83 10 32.5 33.0 3 ❑1'a 1.77 1.80 ❑e 37.0 01 1.90 1.92 12• ❑8 37.0 40.5 ❑ 1 1.93 1 2,01 1:15 41.0 41.5 face bushing % i e .009• .010• 11/2 .345 .350 fig.385 VA .540 .549 2 1 .525 .535 l Y, 1 .020• .020• / .684 ./z .695` .703703` 2 .615 .620 % .040" ,040• 21/2 ( 11/2 .850 .870 11/4 .935 .960 3/2 .055 21/2 •970 .988 Y4 Y5 Y4 .0 .0 3 85 .065 2 1.330 1.380 11/2 1.500 1.560 1 Y4 .085 .090 11/4 1.540 0 'Yz .120 .125 31/2 21/2 1.760 1 .160 .165 2 2.100 1% Y,, .268 .273 3 1.920 1.960 .245 .250 4 21/z 2.550 2.650 2 2.700 2.820 1 Y4 F32 .150 5 I 3 4.130 •••• 1 Y 1 ,346 Y4 .398 4 5.820 6.050 '3 .330 6 3 6.900 0 r'r 21/2 7.210 • Not stocked ' ❑Inside hex `MADE TO ORDER IF QUANTITIES WARRANT, Note; Hexagon head or octagon head bushings,size 21/z in.and smaller reducing one size may be made either of malleable Iron,ductile Iron,or steel.Other sizes may be made either of cast Iron,ductile Iron,malleable Iron,or steel.Face bushings,sizes 21/2 in.and smaller may be made either of malleable iron,ductile Iron,or steel.Face t 31 bushings,3 In.and larger reducing one size may be made either of malleable Iron,ductile Iron,or steel.Face p bushings,31n.and larger reducing twoslzes or more,maybe made eltherof castor malleable iron,ductile Iron,or steel. cast Iron threaded plugs weight(approx)each,lb.(cored)fig.387 weight(approx) each,lb.(solid)fig.388 size, in. black galvanized black galvanized square head plugs •• •• . ••••• cored:fig.387`■ ii . . . .. .... . ... .. .. ... ..... . ... . 3/2 .. .. . 100 .104 .132 .135 .169 .175 1 .250 I .281 .320 1 .333 1% .391 .407 .531 .546 solid: fig. 388 1'/ .500 .515 .760 .770 2 .815 .833 1.230 1.250 21/ 1.320 1.340 2.000 2.080 3 1.870 1.910 3.180 3.310 QR 3% 2.500 2.6000 4.380 0 4 4.000 4.000 . . . . . ..... bar plugs cored:fig.389 solid:fig. 380 countersunk:fig.390 cored: fig. 389 wgt(approx) wgt(approx) wgt(approx) solid: fig. 380 size, each, lb. each, lb. size, each, lb. in. black galv. black galv. in. black galv. i/ .050 .053 4 3.82 3.97 I 5.58 ■ %a .090 .100 ��-- 1 .195 .200 5 6.50 6.63 9.60 • 1 .320 .340 1% .470 .480 countersunk: fig. 3906 2 .840 1.3 6 9.94 10.34 14.78 • 2Y/ 1.400 2.0 3 2.250 3.0 8 20.26 21.00 • • 3/ 3.020 3.5 f 4 3.760 3.9 cap fig. 381 weight(approx) each, lb. size, in. black galv. t 2% 2.55 ..... 3 4.10 ... .. 4 6.40 5 10.70 ..... 6 14.20 14.60 8 27.23 28.35 locknut fig. 370 weight(approx)each, lb. size, in. black gaiv. > �t" 2/ 1.13 1.16 3 1.60 1.70 J.r 4 3.50 3.55 floor flange fig. 1006 diam, of diam. weight(approx) diam.of diam. weight(approx) bolt holes cored size, flange, no.of of each, lb. size, flange, no. of of each, lb. in. in. holes holes black galv. in. In. Tholes holes black gaiv. i/ 21 6 4 % .39 .40 1 4 4 % 1.13 1.14 ya 3 4 % .43 .45 1Y/ 4 4 % 1.14 1.15 3% 4 % .73 .74 1% 4/ 4 X6 1.55 1.56 3% 4 % .80 .81 2 5% 4 X6 2.40 2.43 • Not stocked '.%, '/a and Y.-Inch plugs furnished in steel. A% and ''/,-inch countersunk plugs furnished in malleable iron. pf-32 Western V- fes Fire Protection Co. Fire Protection Systems 7102 ..Afi Avenue,N.E.,Suite A-105 Design•Fabrication• Installation Redmond Washington 98052 Commercial•Industrial•Residential•Institutional Special Hazards•High Tech•Defense•Hangars (425)881-0100 (425)881-3030 FAX Retrofit•Service•Inspection•Maintenance City of Arlington May 21, 2001 Fire Prevention Plan Review 238 North Olympic Ave Arlington WA 98223 Attn: Jim Tracy ' Re: Petropoulos Warehouse 19704 60"'Ave NE Arlington, WA Revised Fire Sprinkler Plans Dear Jim, Due to a change in the scope of work requested by the building owner,Western States Fire Protection is submitting a revision to the original set of fire sprinkler system plans submitted for approval by the City of Arlington. The revised plans reflect the use of specific application sprinklers. These sprinklers are designed to deliver a higher density of water that will allow the elimination of"In-Rack"fire sprinkler systems. Attached you will find(all noted and high lighted in green): 1. Revised warehouse roof hydraulic calculations 2. Catalog data for the Gem F 892 fire sprinkler 3. Revised fire sprinkler plans Please disregard the following: 1. Hydraulic calculation noted as "Warehouse Ceiling-Remote Area 1"- section 1 of the booklet-Item 1 above replaces this information 2. Catalog data for the Reliable G XLO fire sprinklers- section 3 of the booklet-Item 2 above replaces this information 3. Original fire sprinkler plans-Item 3 above replaces this information If we need to provide more information or if there are other requirements, please contact me directly at(253) 405-6214. Sincerely, Western States Fire Protection Company R P C F I V E•D Bradly Braslins Project Manager GITy OV I BBUNGGTON 2 O Albuquerque,NM•Austin,TX•Dallas,TX•Decatur,IL•Denver,CO•Fort Worth,TX•Houston,TX•Kansas City,KS•Las Vegas,NV•San Antonio,TX Phoenix,AZ•Portland,OR•Rapid City,SD•Salt Lake City,UT•Seattle,WA•Spokane,WA•St.Louis,MO•Tulsa,OK •Locations Across Cananda(Vipond Fire Protection Inc-) r� �. �� rJ �'ti�� �� � � a � f � : Page 1 Western States Fire Protection 7102 180th Ave. NE Suite A-105 7 Redmond WA 98052 Date 05/21/01 Job: PETRO PROJECT INFORMATION Job Petropoulos Warehouse Arlington WA Occupancy__________ 231 C class four non encapsulated Density _____ -0.60 gpm/sq.ft. Area of Operation_ 2000 square feet Area per Sprinkler _______ 100 max Sprinklers Gem F892 Designer K=16.8 Number ofYpn'nlders Ca�cufated: 20 heads Authority having Jurisdiction _NFPA-13 Hose 100.0 gpm Inside Hose, 400.0 gpm Outside Hose System type__Wet Water Supply_93.00 psi Static, 20.00 psi Residual @ 5500.0 gpm ------------------------------------------------------------------------ CALCULATION SUMMARY Demand 53.89 psi @ 1267.2 gpm @ B.O.R. _ -- 72 7U psi @ 1767.2 gpm @ Supply 84.07 psi available @ 1767.2 gpm Demand is below curve by 11.37 psi for Remote Area 4 ------------------------------------------------------------------------- Notes: Warehouse Roof System PROGRAM: 'HydroCalc' by Micro Space Systems 2344 W Prospect, Chelan, WA 98816 www.microspacesystems.com 6 1 q!p t fit.. RECEIVED QtOtection C MAY 2 1 2001 .4'5�,�CV11aG�o�cF>• CITY OF ARUNGTON a 91 S J Page 2 Pressure(PSI) 0 0 0 ClO o C. 0 0 0 ■ ■ 1 L I IJ'1 Q1 �I I l I 1 a 0 C I I ( I I I 1 1 d 11Lo CD O i I I I 1 I I 1 1 N 1 t t I 1 I O� 1 1 1 I 1 I 1 1 I rt1�_._ _ _ ____r____--I-___ ___,______y_____-_,_-----1____-_1_ ____ __ ___ ______ 00 t 1 I 1 1 1 I 1 I 1 I I 1 1 1 1 1 I O 1 I I 1 I I 1 1 I 1 I 1 1 1 Ln 1 I I 1 1 1 I 1 1 Ln 1 1 1 1 1 I 1 I O -P__ - -_- --t---__-_I-_----_1_------,-------I---_---1^-----' 4-^---- tp O 1 I 1 t 1 1 I I 1 1 I I 1 I 1 1 I 1 I I 1 I 1 I I I I I I 1 1 I 1 I I 1 1 1 I 1 1 I 1 I 1 1 I 1 I 1 1 I 1 I 1 I I I 1 1 I I I w 1 1 I 1 1 T I O 1 I 1 I 1 1 I I t O 1 1 1 I 1 1 ! ! I I 1 1 I I I 1 1 1 I 1 1 I I T 1 I I 1 I 1 1 ! I 1 1 1 1 1 I 1 I 1 1 1 1 1 I 1 1 1 P 1 1 I 1 1 ! 1 4 1 1 1 1 1 I 1 1 I t 1 1 t 1 I 9 1 t t 1 1 1 w t I I 1 1 1 1 1 --.--- -t-------t- ------1-------1-------,------ ------i--.-----------------_ . O 1 1 1 1 1 I 1 1 1 O 1 I I ( 1 I 1 1 1 I I 1 1 I I I I 1 1 I t I 1 1 I 1 1 I 1 1 1 l 1 1 1 1 1 I I 1 1 1 1 1 1 0 1 1 1 1 1 I 1 I 1 � 1 1 I 1 1 1 1 1 I G1 1 I 1 1 1 I I 1 I V I 1 1 1 1 1 1 1 I a 1 1 - I 1 1 1 1 1 1 NO-- - -----r------,-- ,-------,-- --- --,-------1------1------'7------'1------ 01 O I I I 1 1 1 1 I 1 1 I 1 1 = 1 1 I t 1 I 1 1 1 n t I r r r 1 = 1 I I I 1 1 1 1 1 1 I 1 1 I 1 I 1 1 1 I I 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I 1 I 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 I I I 1 1 1 1 1 ap_.. __L-------______I____ --1--_----I-------1--- ----1_-__--J___- --J__---_ O 1 I I 1 1 1 1 1 1 O 1 I I I 1 1 I 1 1 1 I 1 1 1 1 I 1 1 1 I I I 1 1 1 1 1 ❑ ❑ ❑ 1 I 1 1 1 1 1 t I W I I I I 1 I 1 ! 1 lD [DIn ID m lD 7 1 N I 1 1 1 1 I Di CD to •+ 1".�"plll Y I 1 1 I 1 �• d W fD I 1 , I 1 I 1 I 1 p Q a y 1 I 1 1 e•qp� 1 I 1 1 I CD 11 II O 1 I 1 1 1 1 1 1 I n -----I------ ------ -------1------ ------�------ ------ z ol.JwutrD O I 1 I 1 1 1 1 1 1 1 Q G C �� O 1 t t 1 1 1 1 1 F-` VIA rt I I I I 1 1 1 1 1 V =r rt I I 1 I 1 1 1 1 I �S=r I 1 1 I 1 I 1 1 I CD NON V V I 1 I 1 I 1 t 1 I w p) N.N 1 1 1 1 1 1 1 1 I (,1•I V t0 to I lo•2 t,/3I A. o I Y" " O'O', 1 1 1 1 1 I O=, j, 1 1 1 1 I ( 1 1 O j O Page 3 Western States Fire Protection Description of Fitting abbreviations Code Description T Tee VT Victaulic tee VE Victaulic ninety degree elbow BKF Backflow preventor GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description BL Branch Line PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction A.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length PETRO 05/18/01 10:44am Page 4 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Remote areas are selected by allowing specified nodes to flow for the designated remote area. Lodes not specified will have no flow exiting those nodes within the designated remote area. All nodes within the entire system follow this rule, both within the grid and within any other calculated sections. Remote area number 1 includes nodes: 1 12-17 27-32 42-47 61-62 2 Remote area number 2 includes nodes: 11-16 26-31 41-46 60-61 Remote area number 3 includes nodes: 10-15 25-30 40-45 59-60 Remote area number 4 includes nodes: 9-14 24-29 39-44 58-59 Remote area number 5 includes nodes: 8-13 23-28 38-43 57-58 PETRO 05/18/01 10:44am Page 5 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Grid Node Detail Remote Area #1 Remote Area Summary BL Split Split Demand @ BOR Demand @ Supply RA No Head Press Press Flow Press Flow Pressure Breakdown 1 1 14 12.76 51.82 1273.3 70,72 1773.3 Split Pressure= 12.76 2 29 12.81 Grid Loss = 28.40 3 44 12.89 Avail @ Supply= 84.01 4 61 22.14 Below Curve 13.29 2 1 13 12.76 53.34 1267.3 72.14 1767.3 Split Pressure= 12.76 2 28 12.80 Grid Loss = 29.94 3 43 12. 95 Avail @ Supply= 84.06 4 60 23.42 Below Curve = 11.92 3 1 12 12.76 53.77 1267.4 72.58 1767.4 Split Pressure= 12.76 2 27 12.80 Grid Loss = 30.37 3 42 12.94 Avail @ Supply= 84.06 4 59 23.81 Below Curve - 11.48 4 1 12 12.76 53.89 1267.2 72.70 1767.2 Split Pressure= 12.76 2 27 12.79 Grid Loss = 30.49 3 42 12.93 Avail @ Supply= 84.06 4 58 23.92 Below Curve = 11.37 5 1 11 12.76 53.74 1267.3 72.55 1767.3 Split Pressure= 12.76 2 26 12.80 Grid Loss = 30.34 3 -_4-L __12-9-4_- -- - _ _ _ _ _ - Avail--@-S_upply - 84.-06 --- - --.- 4 57 23.79 Below Curve = 11.51 System peaks with Remote Area 4 PETRO 05/18/01 10:44am Page 6 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 1 BL1 2.227 0.5 0 0 16.8 12.76 0.00 0.0 120 32 1VT 2 BL2 2.227 0.5 0 0 16.8 12.76 0.00 0.0 120 32 1VT 4 GP 4.352 10.0 20 5 0.00 0.00 0.0 120 32 5 GN1 2.227 4.5 5 6 N 0.00 20.00 0.0 120 32 1T 6 GLl 2.227 15.5 6 7 N 0.00 24.50 0.0 120 32 1VT 7 GL1 2.227 10.0 7 8 N 16.8 12.76 24.50 0.0 120 32 8 GL1 2.227 10.0 8 9 N 16.8 12.76 24.50 0.0 1.20 32 9 GL1 2.227 10.0 9 10 N 16.8 12.76 24.50 0.0 120 32 10 GL1 2.227 10.0 10 11 N 16.8 12.76 24.50 0.0 120 32 11 GL1 2.227 10.0 11 12 N 16.8 12.76 24.50 0.0 120 32 12 GL1 2.227 10.0 12 13 N 16.8 12.76 24.50 0.0 120 32 13 GL1 2.227 10.0 13 14 N 16.8 12.76 24.50 0.0 120 32 14 GL1 2.227 10.0 14 15 N 16.8 12.76 24.50 0.0 120 32 15 GL1 2.227 10.0 15 16 N 16.8 12.76 24.50 0.0 120 32 16 GL1 2.227 9.5 16 17 N 16.8 12.76 24.50 0.0 120 32 1T 17 GN1 2.227 4.5 17 18 N BL1 0.00 24.50 0.0 120 32 1VT 18 GS 4.352 10.0 18 33 N 0.00 20.00 0.0 120 32 19 GP 4.352 10.0 35 20 0.00 0.00 0.0 120 32 20 GN2 2.227 4.5 20 21 N 0.00 20.00 0.0 120 32 1T 21 GL2 2.227 15.5 21 22 N 0.00 24.50 0.0 120 32 1VT 22 GL2 2.227 10.0 22 23 N 16.8 12.76 24.50 0.0 120 32 23 GL2 2.227 10.0 23 24 N 16.6 12.76 24.50 0.0 120 32 24 GL2 2.227 10.0 24 25 N 16.8 12.76 24.50 0.0 120 32 25 GL2 2.227 10.0 25 26 N 16.8 12.76 24.50 0.0 120 32 26 GL2 2.227 10.0 26 27 N 16.8 12.76 24.50 0.0 120 32 27 GL2 2.227 10.0 27 28 N 16.8 12.76 24.50 0.0 120 32 28 GL2 2.227 10.0 28 29 N 16.8 12.76 24 .50 0.0 120 32 29 GL2 2.227 10.0 29 30 N 16.8 12.76 24 .50 0.0 120 32 30 GL2 2.227 10.0 30 31 N 16.8 12.76 24.50 0.0 120 32 ___31_GL2_-_ _2..22.7_ ._ _ .9..5 31 .32__N .1.6..8_. _ 12 76- _ 24.50 __0._0_12.9 3.2_._1T__-.._ _ 32 GN2 2.227 4.5 32 33 N BL1 0.00 24.50 0.0 120 32 1VT 33 GS 4.352 10.0 33 48 N 0.00 20.00 0.0 120 32 34 GP 4.352 10.0 50 35 0.00 0.00 0.0 120 32 35 GN3 2.227 4.5 35 36 N 0.00 20.00 0.0 120 32 1T 36 GL3 2.227 15.5 36 37 N 0.00 24.50 0.0 120 32 1VT 37 GL3 2.227 10.0 37 38 N 16.8 12.76 24.50 0.0 120 32 38 GL3 2.227 10.0 38 39 N 16.8 12.76 24.50 0.0 120 32 39 GL3 2.227 10.0 39 40 N 16.8 12.76 24.50 0.0 120 32 40 GL3 2.227 10.0 40 41 N 16.8 12.76 24.50 0.0 120 32 41 GL3 2.227 10.0 41 42 N 16.8 12.76 24.50 0.0 120 32 42 GL3 2.227 10.0 42 43 N 16.8 12.76 24.50 0.0 120 32 43 GL3 2.227 10.0 43 44 N 16.8 12.76 24.50 0.0 120 32 44 GL3 2.227 10.0 44 45 N 16.8 12.76 24.50 0.0 120 32 45 GL3 2.227 10.0 45 46 N 16.8 12.76 24.50 0.0 120 32 46 GL3 2.227 9.5 46 47 N 16.8 12.76 24.50 0.0 120 32 1VT 47 GN3 2.227 4.5 47 48 N BL1 0.00 24.50 0.0 120 32 1T 48 GS 4.352 10.0 48 63 N 0.00 20.00 0.0 120 32 49 GP 4.352 10.0 65 50 0.00 0.00 0.0 120 32 1 PETRO 05/18/01 10:44am Page 7 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 50 GN4 2.227 4.5 50 51 N 0.00 20.00 0.0 120 32 1VT 51 GL4 2.227 15.5 51 52 N 0.00 24.50 0.0 120 32 1T 52 GL4 2.227 10.0 52 53 N 16.6 12.76 24.50 0.0 120 32 53 GL4 2.227 10.0 53 54 N 16.8 12.76 24.50 0.0 120 32 54 GL4 2.227 10.0 54 55 N 16.8 12.76 24.50 0.0 120 32 55 GL4 2.227 10.0 55 56 N 16.8 12.76 24.50 0.0 120 32 56 GL4 2.227 10.0 56 57 N 16.8 12.76 24.50 0.0 120 32 57 GL4 2.227 10.0 57 58 N 16.8 12.76 24.50 0.0 120 32 58 GL4 2.227 10.0 58 59 N 16.8 12.76 24.50 0.0 120 32 59 GL4 2.227 10.0 59 60 N 16.8 12.76 24.50 0.0 120 32 60 GL4 2.227 10.0 60 61 N 16.8 12.76 24.50 0.0 120 32 61 GL4 2.227 9.5 61 62 N 16.8 12.76 24.50 0.0 120 32 1VT 62 GN4 2.227 4.5 62 63 N BL2 0.00 24.50 0.0 120 32 1T 63 GS 4.352 10.0 63 68 N 0.00 20.00 0.0 120 32 64 GP 4.352 10.0 70 65 0.00 0.00 0.0 120 32 65 GN 2.227 4.5 65 66 N 0.00 20.00 0.0 120 32 1T 66 GL 2.227 115.0 66 67 N 0.00 24.50 0.0 120 32 2VT 67 GN 2.227 4.5 67 68 N 0.00 24.50 0.0 120 32 1T 68 GS 4.352 10.0 68 73 N 0.00 20.00 0.0 120 32 69 GP 4.352 10.0 75 70 0.00 0.00 0.0 120 32 70 GN 2.227 4.5 70 71 N 0.00 20.00 0.0 120 32 1T 71 GL 2.227 115.0 71 72 N 0.00 24.50 0.0 120 32 2VT 72 GN 2.227 4.5 72 73 N 0.00 24.50 0.0 120 32 1T ', 73 GS 4.352 10.0 73 78 N 0.00 20.00 0.0 120 32 ) 74 GP 4.352 10.0 80 75 0.00 0.00 0.0 120 32 75 GN 2.227 4.5 75 76 N 0.00 20.00 0.0 120 32 1T 76 GL 2.227 115.0 76 77 N 0.00 24.50 0.0 120 32 2VT 77 GN 2.227 4.5 77 78 N 0.00 24.50 0.0 120 32 1T 78 GS 4.352 23.0 78 83 N 0.00 20.00 0.0 120 32 2VE 7-9---GP- .- 5--2.95_ 10-._0_._ _8.5__8.0___ 0-00 __0_00 0.0 120 32 80 GN 2.227 4.5 80 81 N 0.00 20.00 0.0 120 32 1T 81 GL 2.227 127.0 81 82 N 0.00 24.50 0.0 120 32 2VT 82 GN 2.227 4.5 82 83 N 0.00 24.50 0.0 120 32 1T 83 GS 4.352 10.0 83 88 N 0.00 20.00 0.0 120 32 84 GP 5.295 10.0 90 85 0.00 0.00 0.0 120 32 85 GN 2.227 4.5 85 86 N 0.00 20.00 0.0 120 32 1T 86 GL 2.227 127.0 86 87 N 0.00 24.50 0.0 120 32 2VT 87 GN 2.227 4.5 87 88 N 0.00 24.50 0.0 120 32 1T 88 GS 4.352 10.0 88 93 N 0.00 20.00 0.0 120 32 89 GP 5.295 10.0 95 90 0.00 0:00 0.0 120 32 90 GN 2.227 4.5 90 91 N 0.00 20.00 0.0 120 32 1T 91 GL 2.227 127.0 91 92 N 0.00 24.50 0.0 120 32 2VT 92 GN 2.227 4.5 92 93 N 0.00 24.50 0.0 120 32 1T 93 GS 4.352 10.0 93 98 N 0.00 20.00 0.0 120 32 94 GP 5.295 10.0 100 95 0.00 0.00 0.0 120 32 95 GN 2.227 4.5 95 96 N 0.00 20.00 0.0 120 32 1T 96 GL 2.227 127.0 96 97 N 0.00 24.50 0.0 120 32 2VT 97 GN 2.227 4.5 97 98 N 0.00 24.50 0.0 120 32 1T PETRO 05/18/01 10:44am Page 8 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfac1 Kfac2 Press Elev Hose HW Vel Fit 98 GS 4.352 10.0 98 103 N 0.00 20.00 0.0 120 32 99 GP 5.295 10.0 105 100 0.00 0.00 0.0 120 32 100 GN 2.227 4.5 100 101 N 0.00 20.00 0.0 120 32 1T 101 GL 2.227 127.0 101 102 N 0.00 24.50 0.0 120 32 2VT 102 GN 2.227 4.5 102 103 N 0.00 24.50 0.0 120 32 1T 103 GS 4.352 10.0 103 108 N 0.00 20.00 0.0 120 32 104 GP 5.295 10.0 110 105 0.00 0.00 0.0 120 32 105 GN 2.227 4.5 105 106 N 0.00 20.00 0.0 120 32 1T 106 GL 2.227 127.0 106 107 N 0.00 24.50 0.0 120 32 2VT 107 GN 2.227 4.5 107 108 N 0.00 24.50 0.0 120 32 1T 108 GS 4.352 10.0 108 113 N 0.00 20.00 0.0 120 32 109 GP 5.295 10.0 115 110 0.00 0.00 0.0 120 32 110 GN 2.227 4.5 110 111 N 0.00 20.00 0.0 120 32 1T 111 GL 2.227 127.0 111 112 N 0.00 24.50 0.0 120 32 2VT 112 GN 2.2.27 4.5 112 113 N 0.00 24.50 0.0 120 32 1T 113 GS 4.352 10.0 113 118 N 0.00 20.00 0.0 120 32 114 GP 5.295 10.0 120 115 0.00 0.00 0.0 120 32 115 GN 2.227 4.5 115 116 N 0.00 20.00 0.0 120 32 1T 116 GL 2.227 127.0 116 117 N 0.00 24.50 0.0 120 32 2VT 117 GN 2.227 4.5 117 118 N 0.00 24.50 0.0 120 32 1T 118 GS 4.352 10.0 118 123 N 0.00 20.00 0.0 120 32 119 GP 5.295 10.0 125 120 0.00 0.00 0.0 120 32 120 GN 2.227 4.5 120 121 N 0.00 20.00 0.0 120 32 1T 121 GL 2.227 127.0 121 122 N 0.00 24.50 0.0 120 32 2VT 122 GN 2.227 4.5 122 123 N 0.00 24.50 0.0 120 32 1T 123 GS 4.352 10.0 123 128 N 0.00 20.00 0.0 120 32 124 GP 5.295 10.0 130 125 0.00 0.00 0.0 120 32 125 GN 2.227 4.5 125 126 N 0.00 20.00 0.0 120 32 1T 126 GL 2.227 127.0 126 127 N 0.00 24.50 0.0 120 32 2VT 127_GN__ 2_.227. 4.5 _127 128_N 0..00 24._50. 0.0 120 32 1T 128 GS 4.352 10.0 128 133 N 0.00 20.00 0.0 120 32 129 GP 5.295 53.0 135 130 0.00 0.00 0.0 120 32 2VE 130 GN 2.227 4.5 130 131 N 0.00 20.00 0.0 120 32 1T 131 GL 2.227 127.0 131 132 N 0.00 24.50 0.0 120 32 2VT 132 GN 2.227 4.5 132 133 N 0.00 24.50 0.0 120 32 1T 133 GS 4.352 10.0 133 138 N 0.00 20.00 0.0 120 32 134 GP 6.357 5.0 134 135 N 0.00 20.00 0.0 120 32 1VT 135 GN 2.227 6.0 135 136 N 0.00 20.00 0.0 120 32 1T 136 GL 2.227 83.0 136 137 N 0.00 24.50 0.0 120 32 2VT 137 GN 2.227 4.5 137 138 N 0.00 24.50 0.0 120 32 1T 138 GS 4.352 10.0 138 139 N 0.00 20.00 0.0 120 32 139 GN 2.227 4.5 139 140 N 0.00 20.00 0.0 120 32 1T 140 GL 2.227 78.0 140 141 N 0.00 24.50 0.0 120 32 2VT 141 GN 2.227 4.5 141 142 N 0.00 24.50 0.0 120 32 1T 142 GP 4.352 12.0 142 134 N 0.00 20.00 0.0 120 32 2VE 143 GS 4.352 10.0 139 144 0.00 0.00 0.0 120 32 144 GN 2.227 4.5 144 145 N 0.00 20.00 0.0 120 32 1T 145 GL 2.227 78.0 145 146 N 0.00 24.50 0.0 120 32 2VT I 11 PETRO 05/18/01 10:44am Page 9 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 146 GN 2.227 4.5 146 147 N 0.00 24.50 0.0 120 32 1T 147 GP 4.352 10.0 147 142 N 0.00 20.00 0.0 120 32 148 GS 4.352 10.0 144 149 0.00 0.00 0.0 120 32 149 GN 2.227 4.5 149 150 N 0.00 20.00 0.0 120 32 1T 150 GL 2.227 78.0 150 151 N 0.00 24.50 0.0 120 32 2VT 151 GN 2.227 4.5 151 152 N 0.00 24.50 0.0 120 32 1T 152 GP 4.352 10.0 152 147 N 0.00 20.00 0.0 120 32 153 GS 4.352 10.0 149 154 0.00 0.00 0.0 120 32 154 GN 2.227 4.5 154 155 N 0.00 20.00 0.0 120 32 IT 155 GL 2.227 78.0 155 156 N 0.00 24.50 0.0 120 32 2VT 156 GN 2.227 4.5 156 157 N 0.00 24.50 0.0 120 32 1T 157 GP 4.352 10.0 157 152 N 0.00 20.00 0.0 120 32 158 GS 4.352 10.0 154 159 0.00 0.00 0.0 120 32 159 GN 2.227 4.5 159 160 N 0.00 20.00 0.0 120 32 1T 160 GL 2.227 78.0 160 161 N 0.00 24.50 0.0 120 32 2VT 161 GN 2.227 4.5 161 162 N 0.00 24.50 0.0 120 32 IT 162 GP 4.352 10.0 162 157 N 0.00 20.00 0.0 120 32 163 BU 6.357 0.5 134 0 0.00 0.00 0.0 120 32 164 RI 6.357 20.0 0 0 BU 0.00 19.00 0.0 120 32 1VT, 1GV 165 UG 6.100 130.0 0 0 RI -5.75 0.00 1.00 100.0 140 32 4UE, IBKF,IGV, IUT1 166 UG 8.270 200.0 0 0 0.00 0.00 400.0 140 32 1UT1,1GV PETRO 05/18/01 10:44am Page 10 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Remote Area 44 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Perimeter Clockwise (Split K-fac=16.80) C = 120 A 10.0 PT 12.76 12 Remote Split F 0.0 PE 0.00 12 59.4 2.23 T 10.0 0.02493 PF 0.25 4.89 A 10.0 PT 13.00 13 60.6=16.80 (13.00) ^.5 F 0.0 PE 0.00 13 120.0 2.23 T 10.0 0.09154 PF 0.92 9.88 A 10.0 PT 13.92 14 62.7=16.80(13.92) ^.5 F 0.0 PE 0.00 14 182.7 2.23 T 10.0 0.19920 PF 1.99 15.04 A 10.0 PT 15.91 15 F 0.0 PE 0.00 15 182.7 2.23 T 10.0 0.19920 PF 1.99 15.04 A 9.5 PT 17.90 16 F 14.4 PE 0.00 16 182.7 2.23 1T T 23.9 0.19920 PF 4.76 15.04 A 4.5 PT 22.66 17 F 12.2 PE 1.95 (EL= 4.50 ft) 17 182.7 2.23 1VT T 16.7 0.19920 PF 3.33 15.04 A 10.0 PT 27.94 18 F 0.0 PE 0.00 18 182.7 4.35 T 10.0 0.00763 PF 0.08 3.94 A 10.0 PT 26.02 33 182,9 = Pipe No.32 F 0.0 PE 0.00 33 365.6 4.35 T 10.0 0.02753 PF 0.28 7.89 A 10.0 PT 28.29 48 184.0 = Pipe No.47 F 0.0 PE 0.00 48 549.6 4.35 T 10.0 0.05851 PF 0.59 11.85 A_ 10-0 PT 28_.88 63. 86.1 = Pipe No.62 F 0.0 PE 0.00 63 635.7 4.35 T 10.0 0.07660 PF 0.77 13.71 A 10.0 PT 29.64 68 -31.9 = Pipe No.67 F 0.0 PE 0.00 68 603.8 4.35 T 10.0 0.06964 PF 0.70 13.02 A 10.0 PT 30.34 73 -33.5 = Pipe No.72 F 0.0 PE 0.00 73 570.3 4.35 T 10.0 0.06265 PF 0.63 12.30 A 23.0 PT 30.97 78 -36.7 = Pipe No.77 F 19.9 PE 0.00 78 533.5 4.35 2VE T 42.9 0.05540 PF 2.37 11.51 A 10.0 PT 33.34 83 -16.5 = Pipe No.82 F 0.0 PE 0.00 83 517.1 4.35 T 10.0 0.05228 PF 0.52 11.15 A 10.0 PT 33.86 88 -13.8' = Pipe No.87 F 0.0 PE 0.00 88 503.3 4.35 T 10.0 0.04973 PF 0.50 10.85 A 10.0 PT 34.36 93 -11.7 = Pipe No.92 F 0.0 PE 0.00 93 491.6 4.35 T 10.0 0.04761 PF 0.48 10.60 PT 34.84 98 Cont. next page PETRO 05/18/01 10:44am Page 11 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Remote Area #p4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Perimeter Clockwise (Continued from previous page) C = 120 A 10.0 PT 34.84 98 -10.2 = Pipe No.97 F 0.0 PE 0.00 98 481.4 4.35 T 10.0 0.04579 PF 0.46 10.38 A 10.0 PT 35.29 103 -9.6 = Pipe No.102 F 0.0 PE 0.00 103 471.8 4.35 T 10.0 0.04412 PF 0.44 10.18 A 10.0 PT 35.74 108 -9.7 = Pipe No.107 F 0.0 PE 0.00 108 462.1 4.35 T 10.0 0.04245 PF 0.42 9.97 A 10.0 PT 36.16 113 -10.7 = Pipe No.112 F 0.0 PE 0.00 113 451.4 4.35 T 10.0 0.04065 PF 0.41 9.74 A 10.0 PT 36.57 118 -12.4 = Pipe No.117 F 0.0 PE 0.00 118 439.0 4.35 T 10.0 0.03862 PF 0.39 9.47 A 10.0 PT 36.95 123 -14.6 = Pipe No.122 F 0.0 PE 0.00 123 424.4 4.35 T 10.0 0.03627 PF 0.36 9.15 A 10.0 PT 37.32 126 -17.4 = Pipe No.127 F 0.0 PE 0.00 128 407.0 4.35 T 10.0 0.03357 PF 0.34 8.78 A 10.0 PT 37.65 133 -20.6 = Pipe No.132 F 0.0 PE 0.00 133 386.3 4.35 T 10.0 0.03048 PF 0.30 8.33 A 10.0 PT 37.96 138 -65.4 = Pipe No.137 F 0.0 PE 0.00 13.8 32.0.9 4.35 T 10.0 0._0.21.62 PF 0_.22. 6._92 A 10.0 PT 38.17 139 -67.2 = Pipe No.139 F 0.0 PE 0.00 143 253.7 4.35 T 10.0 0.01400 PF 0.14 5.47 A 10.0 PT 38.31 144 -64.8 = Pipe No.144 F 0.0 PE 0.00 148 168.8 4.35 T 10.0 0.00811 PF 0.08 4.07 A 10.0 PT 38.39 149 -63.4 = Pipe No.149 F 0.0 PE 0.00 153 125.4 4.35 T 10.0 0.00380 PF 0.04 2.70 A 10.0 PT 38.43 154 -62.8 = Pipe No.154 F 0.0 PE 0.00 158 62.6 4.35 T 10.0 0.00105 PF 0.01 1.35 A 4.5 PT 38.44 159 F 14.4 PE -1.95 (EL= -4.50 ft) 159 62.6 2.23 IT T 18.9 0.02747 PF 0.52 5.16 A 78.0 PT 37.01 160 F 24.4 PE 0.00 160 62.6 2.23 2VT T 102.4 0.02747 PF 2.81 5.16 PT 39.83 161 Cont. next page PETRO 05/18/01 10:44am Page 12 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Remote Area #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Perimeter Clockwise (Continued from previous page) C = 120 A 4.5 PT 39.83 161 F 14.4 PE 1.95 (EL= 4.50 ft) 161 62.6 2.23 1T T 18.9 0.02747 PF 0.52 5.16 A 10.0 PT 42.29 162 F 0.0 PE 0.00 162 62.6 4.35 T 10.0 0.00105 PF 0.01 1.35 A 10.0 PT 42.30 157 62.8 = Pipe No.156 F 0.0 PE 0.00 157 125.4 4.35 T 10.0 0.00380 PF 0.04 2.70 A 10.0 PT 42.34 152 63.4 = Pipe No.151 F 0.0 PE 0.00 152 188.8 4.35 T 10.0 0.00811 PF 0.08 4.07 A ) 10.0 PT 42.42 147 64.8 = Pipe No.146 F 0.0 PE 0.00 147 253.7 4.35 T 10.0 0.01400 PF 0.14 5.47 A 12.0 PT 42.56 142 67.2 = Pipe No.141 F 19. 9 PE 0.00 142 320.9 4.35 2VE T 31.9 0.02162 PF 0.69 6.92 PT 43.25 134 Bulk Jct 1 PETRO 05/18/01 10:44am Page 13 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Remote Area #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel • No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Perimeter Counter-Clockwise (Split K-fac=16.80) C = 120 A 10.0 PT 12.76 12 Remote Split F 0.0 PE 0.00 11 0.6 2.23 T 10.0 0.00001 PF 0.00 0.05 A 10.0 PT 12.76 11 60.0=16.80(12.76) ^.5 F 0.0 PE 0.00 10 60.6 2.23 T 10.0 0.02589 PF 0.26 4.99 A 10.0 PT 13.01 10 60.6=16.80 (13.01) ^.5 F 0.0 PE 0.00 9 121.2 2.23 T 10.0 0.09330 PF 0.93 9.98 A 10.0 PT 13.95 9 62.8=16.80(13.95) ^.5 F 0.0 PE 0.00 8 184.0 2.23 T 10.0 0.20183 PF 2.02 15.15 A 10.0 PT 15.97 8 F 0.0 PE 0.00 7 184.0 2.23 T 10.0 0.20183 PF 2.02 15.15 A 15.5 PT 17.98 7 F 12.2 PE 0.00 6 184.0 2.23 1VT T 27.7 0.20183 PF 5.59 15.15 A 4.5 PT 23.58 6 F 14.4 PE 1.95 (EL= 4.50 ft) 5 184.0 2.23 1T T 18.9 0.20183 PF 3.81 15.15 A 10.0 PT 29.34 5 F 0.0 PE 0.00 4 184.0 4.35 T 10.0 0.00773 PF 0.08 3.97 A 10.0 PT 29.41 20 164.2 = Pipe No.20 F 0.0 PE 0.00 19 368.2 4.35 T 10.0 0.02789 PF 0.28 7.94 A- 1-0.0 PT 2-9_-69 35 185.2 = Pipe No.35 F 0.0 PE 0.00 34 553.4 4.35 T 10.0 0.05926 PF 0.59 11.93 A 10.0 PT 30.29 50 76.2 = Pipe No.50 F 0.0 PE 0.00 49 631.5 4.35 T 10.0 0.07567 PF 0.76 13.62 A 10.0 PT 31.04 65 31.9 = Pipe No.65 F 0.0 PE 0.00 64 663.4 4.35 T 10.0 0.08290 PF 0.83 14.31 A 10.0 PT 31.87 70 33,5 = Pipe No.70 F 0.0 PE 0.00 69 697.0 4.35 T 10.0 0.09082 PF 0.91 15.03 A 10.0 PT 32.78 75 36.7 = Pipe No.75 F 0.0 PE 0.00 74 733.7 4.35 T 10.0 0.09987 PF 1.00 15.82 A 10.0 PT 33.78 80 16.5 = Pipe No.80 F 0.0 PE 0.00 79 750.1 5.30 T 10.0 0.04003 PF 0.40 10.93 A 10.0 PT 34.18 85 13.8 - Pipe No.85 F 0.0_ PE 0.00 84 763.9 5.30 T 10.0 0.04141 PF 0.41 11.13 PT 34.59 90 Cont. next page PETRO 05/18/01 10:44am Page 14 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Remote Area #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Perimeter Counter-Clockwise (Continued from previous page) C = 120 A 10.0 PT 34..59 90 11.7 = Pipe No.90 F 0.0 PE 0.00 89 775.6 5.30 T 10.0 0.04259 PF 0.43 11.30 A 10.0 PT 35.02 95 10.2 = Pipe No.95 F 0.0 PE 0.00 94 785.9 5.30 T 10.0 0.04363 PF 0.44 11.45 A 10.0 PT 35.46 100 9.6 = Pipe No.100 F 0.0 PE 0.00 99 795.4 5.30 T 10.0 0.04462 PF 0.45 11.59 A 10.0 PT 35.90 105 9.7 = Pipe No.105 F 0.0 PE 0.00 104 805.2 5.30 T 10.0 0.04563 PF 0.46 11.73 A 10.0 PT 36.36 110 10.7 = Pipe No.110 F 0.0 PE 0.00 109 815.9 5.30 T 10.0 0.04676 PF 0.47 11.89 A 10.0 PT 36.83 115 12.4 Pipe No.115 F 0.0 PE 0.00 114 828.2 5.30 T 10.0 0.04608 PF 0.46 12.07 A 10.0 PT 37.31 120 14 .6 = Pipe No.120 F 0.0 PE 0.00 119 842.9 5.30 T 10.0 0.04967 PF 0.50 12.28 A 10.0 PT 37.80 125 17.4 = Pipe No.125 F 0.0 PE 0.00 124 860.3 5.30 T 10.0 0.05158 PF 0.52 12.53 A 53.0 PT 38.32 130 20.6 = Pipe No.130 F 21.5 PE 0.00 1-29 880.9 5.30 2VE T 74_5 0.0-5.389 PF 4.-01 12_83 A 5.0 PT 42.33 135 65.4 = Pipe No.135 F 31.4 PE 0.00 134 946.4 6.36 1VT T 36.4 0.02526 PF 0.92 9.57 PT 43.25 134 Bulk Jct PETRO 05/18/01 10:44am Page 15 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Remote Area #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Line 1 Clockwise (Split K-fac=16.80) C = 120 A 10.0 PT 12.76 12 Split Head F 0.0 PE 0.00 12 59.4 2.23 T 10.0 0.02493 PF 0.25 4.89 A 10.0 PT 13.00 13 60.6=16.80 (13.00) ^.5 F 0.0 PE 0.00 13 120.0 2.23 T 10.0 0.09154 PF 0.92 9.88 A 10.0 PT 13.92 14 62.7=16.80 (13.92)A.5 F 0.0 PE 0.00 14 182.7 2.23 T 10.0 0.19920 PF 1.99 15.04 A 10.0 PT 15.91 15 F 0.0 PE 0.00 15 182.7 2.23 T 10.0 0.19920 PF 1.99 15.04 A 9.5 PT 17.90 16 F 14.4 PE 0.00 16 182.7 2.23 1T T 23.9 0.19920 PF 4.76 15.04 A 4.5 PT 22.66 17 F 12.2 PE 1.95 (EL= 4.50 ft) 17 182.7 2.23 1VT T 16.7 0.19920 PF 3.33 15.04 PT 27.94 18 Main Jct Line 1 Counter-Clockwise (Split K-fac=16.80) C = 120 A 10.0 PT 12.76 12 Split Head F 0.0 PE 0.00 11 0.6 2.23 T 10.0 0.00001 PF 0.00 0.05 A 10.0 PT 12.76 11 60.0=16.80(12.76) A.5 F 0.0 PE 0.00 10 60.6 2.23 T 10.0 0.02589 PF 0.26 4.99 A 1-0.-0 PT 13-.01 10 60.6=16.80(13.01) ^.5 F 0.0 PE 0.00 9 121.2 2.23 T 10.0 0.09330 PF 0.93 9.98 A 10.0 PT 13.95 9 62.8=16.80(13.95) A.5 F 0.0 PE 0.00 8 184.0 2.23 T 10.0 0.20183 PF 2.02 15.15 A 10.0 PT 15.97 8 F 0.0 PE 0.00 7 184.0 2.23 T 10.0 0.20183 PF 2.02 15.15 A 15.5 PT 17.98 7 F 12.2 PE 0.00 6 184.0 2.23 1VT T 27.7 0.20183 PF 5.59 15.15 A 4.5 PT 23.58 6 F 14.4 PE 1.95 (EL= 4.50 ft) 5 184.0 2.23 1T T 18.9 0.20183 PF 3.81 15.15 PT 29.34 5 Main Jct PETRO 05/18/01 10:44am Page 16 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Remote Area #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Line 2 Clockwise (Split K-fac=16.80) C = 120 A 10.0 PT 12.79 27 Split Head F 0.0 PE 0.00 27 59.5 2.23 T 10.0 0.02500 PF 0.25 4.90 A 10.0 PT 13.04 28 60.7=16.80 (13.04)A.5 F 0.0 PE 0.00 28 120.2 2.23 T 10.0 0.09180 PF 0. 92 9.90 A 10.0 PT 13.96 29 62.8=16.80 (13.96) A.5 F 0.0 PE 0.00 29 182.9 2.23 T 10.0 0.19976 PF 2.00 15.07 A 10.0 PT 15.96 30 F 0.0 PE 0.00 30 152.9 2.23 T 10.0 0.19976 PF 2.00 15.07 A 9.5 PT 17.96 31 F 14.4 PE 0.00 31 182.9 2.23 1T T 23.9 0.19976 PF 4.77 15.07 A 4.5 PT 22.73 32 F 12.2 PE 1.95 (EL= 4.50 ft) 32 182.9 2.23 1VT T 16.7 0.19976 PF 3.34 15.07 PT 28.02 33 Main Jct Line 2 Counter-Clockwise (Split K-fac=16.80) C = 120 A 10.0 PT 12.79 27 Split Head F 0.0 PE 0.00 26 0.6 2.23 T 10.0 0.00001 PF 0.00 0.05 A 10.0 PT 12.79 26 60.1=16.80 (12.79) ^.5 F 0.0 PE 0.00 25 60.7 2.23 T 10.0 0.02594 PF 0.26 5.00 A 10.0- PT 13.05 25 60.7=16.80 (13.05) ^.5 F 0.0 PE 0.00 24 121.4 2.23 T 10.0 0.09353 PF 0.94 10,00 A 10.0 PT 13.99 24 62.8=16.80 (13.99) ^.5 F 0.0 PE 0.00 23 184.2 2.23 T 10.0 0.20236 PF 2.02 15.17 A 10.0 PT 16.01 23 F 0.0 PE 0.00 22 184.2 2.23 T 10.0 0.20236 PF 2.02 15.17 A 15.5 PT 18.04 22 F 12.2 PE 0.00 21 184.2 2.23 1VT T 27.7 0.20236 PF 5.61 15.17 A 4.5 PT 23.65 21 F 14.4 PE 1.95 (EL= 4.50 ft) 20 164.2 2.23 1T T 18.9 0.20236 PF 3.82 15.17 PT 29.41 20 Main Jct PETRO 05/18/01 10:44am Page 17 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Remote Area #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Line 3 Clockwise (Split K-fac=16.80) C = 120 A 10.0 PT 12.93 42 Split Head F 0.0 PE 0.00 42 59.9 2.23 T 10.0 0.02528 PF 0.25 4.93 A 10.0 PT 13.19 43 61.0=16.80 (13.19) ^.5 F 0.0 PE 0.00 43 120.9 2.23 T 10.0 0.09276 PF 0.93 9.95 A 10.0 PT 14.11 44 63.1=16.60 (14.11) ^.5 F 0.0 PE 0.00 44 184.0 2.23 T 10.0 0.20181 PF 2.02 15.15 A 10.0 PT 16.13 45 F 0.0 PE 0.00 45 184.0 2.23 T 10.0 0.20181 PF 2.02 15.15 A 9.5 PT 18.15 46 F 12.2 PE 0.00 46 184.0 2.23 1VT T 21.7 0.20181 PF 4.38 15.15 A 4.5 PT 22.53 47 F 14.4 PE 1.95 (EL= 4.50 ft) 47 184.0 2.23 1T T 18.9 0.20161 PF 3.81 15.15 PT 28.29 48 Main Jct Line 3 Counter-Clockwise (Split K-fac=16.80) C = 120 A 10.0 PT 12.93 42 Split Head F 0.0 PE 0.00 41 0.6 2.23 T 10.0 0.00000 PF 0.00 0.05 A 10.0 PT 12.93 41 60.4=16.80(12.93) ^.5 F 0.0 PE 0.00 40 61.0 2.23 T 10.0 0.02618 PF 0.26 5.02 A 10_.0- P.T. 13.19 40 61.0=16.80 (13.19) ^.5 F 0.0 PE 0.00 39 122.0 2.23 T 10.0 0.09442 PF 0.94 10.05 A 10.0 PT 14.14 39 63.2=16.80 (14.14) ^.5 F 0.0 PE 0.00 38 185.2 2.23 T 10.0 0.20430 PF 2.04 15.25 A 10.0 PT 16.18 38 F 0.0 PE 0.00 37 185.2 2.23 T 10.0 0.20430 PF 2.04 15.25 A 15.5 PT 18.22 37 F 12.2 PE 0.00 36 185.2 2.23 1VT T 27.7 0.20430 PF 5.66 15.25 A 4.5 PT 23.89 36 F 14.4 PE 1.95 (EL= 4.50 ft) 35 185.2 2.23 1T T 18.9 0.20430 PF 3.86 15.25 PT 29.69 35 Main Jct PETRO 05/18/01 10:44am Page 18 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Remote Area #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Line 4 Clockwise (Split K-fac=16.80) C = 120 A 10.0 PT 23.92 58 Split Head F 0.0 PE 0.00 58 4.0 2.23 T 10.0 0.00017 PF 0.00 0.33 A 10.0 PT 23.92 59 82.2=16.80(23.92)A.5 F 0.0 PE 0.00 59 86.2 2.23 T 10.0 0.04960 PF 0.50 7.10 A 10.0 PT 24.42 60 F 0.0 PE 0.00 60 86.2 2.23 T 10.0 0.04960 PF 0.50 7.10 A 9.5 PT 24.91 61 F 12.2 PE 0.00 61 86.2 2.23 1VT T 21.7 0.04960 PF 1.08 7.10 A 4.5 PT 25.99 62 F 14.4 PE 1.95 (EL= 4.50 ft) 62 86.2 2.23 1T T 18.9 0.04960 PF 0.94 7.10 PT 28.88 63 Main Jct Line 4 Counter-Clockwise (Split K-fac=16.80) C = 120 A 10.0 PT 23.92 58 Split Head F 0.0 PE 0.00 57 78.2 2.23 T 10.0 0.04144 PF 0.41 6.44 A 10.0 PT 24.34 57 F 0.0 PE 0.00 56 78.2 2.23 T 10.0 0.04144 PF 0.41 6.44 A 10.0 PT 24.75 56 F 0.0 PE 0.00 55 78.2 2.23 T 10.0 0.04144 PF 0.41 6.44 A 10.0 PT 25.16 55 F 0.0 PE 0.00 54 78.2 2.23 T 10.0 0.04144 PF 0.41 6.44 A 10.0 PT 25.58 54 F 0.0 PE 0.00 53 78.2 2.23 T 10.0 0.04144 PF 0.41 6.44 A 10.0 PT 25.99 53 F 0.0 PE 0.00 52 78.2 2.23 T 10.0 0.04144 PF 0.41 6.44 A 15.5 PT 26.41 52 F 14.4 PE 0.00 51 78.2 2.23 1T T 29.9 0.04144 PF 1.24 6.44 A 4.5 PT 27.65 51 F 12.2 PE 1.95 (EL= 4.50 ft) 50 78.2 2.23 1VT T 16.7 0.04144 PF 0.69 6.44 PT 30.29 50 Main Jct PETRO 05/18/01 ' 10:44am Page 19 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Remote Area #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 A 0.5 PT 43.25 134 Grid Jct 1267.2=192.68 (43.25) ^.5 F 0.0 PE 0.00 163 1267.2 6.36 T 0.5 0.04336 PF 0.02 12.81 PT 43.21 164 Riser C = 120 A 20.0 PT 43.27 164 Top of Riser F 35.2 PE 8.23 (EL= 19.00 ft) 164 1267.2 6.36 1VT 1GV T 55.2 0.04336 PF 2.39 12.81 PT 53.89 165 B.O.R. K-factor for Riser = 1267.2/(53.89) ^.5 = 172.61 Under ground C = 140 A 130.0 PT 53.89 165 B.O.R. 100.0 gpm = Hose F 61.1 PE 0.43 (EL= 1.00 ft) 165 1367.2 6.10 4UE 1BKF T 191.1 0.04587 PF 14.52 15.01 1BKF = 5.754 1GV 1UT1 A 200.0 PT 68.84 166 400.0 gpm = Hose F 30.0 PE 0.00 166 1767.2 8.27 1UT1 1GV T 230.0 0.01675 PF 3.85 10.56 PT 72.70 167 Supply Jct Available flow at 72.70 psi is 2753.7 gpm which is 986.5 gpm from curve. Supply pressure available with 1767.2 gpm flowing is 84.06 psi, thus system requirement is 11.37 psi below supply curve. (13.5%) PETRO 05/18/01 10:44am Page 20 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Node Detail Remote Area #4 Discharge Pressure Outlet Elevation Node (gpm) (psi) K-Value Source (ft) Comments 5 - 29.34 20.00 6 - 23.58 24.50 7 - 17.98 24.50 8 - 15.97 24.50 9 62.8 13.95 Orif=16.80 24.50 10 60.6 13.01 Orif=16.80 24.50 11 60.0 12.76 Orif=16.80 24.50 12 60.0 12.76 Orif=16.80 24.50 Split: Line 1 13 60.6 13.00 Orif=16.80 24.50 14 62.7 13.92 Orif=16.80 24.50 15 - 15.91 24.50 16 - 17.90 24.50 17 - 22.66 24.50 18 - 27.94 20.00 20 - 29.41 20.00 21 - 23.65 24.50 22 - 18.04 24.50 23 - 16.01 24.50 24 62.8 13.99 Orif=16.80 24.50 25 60.7 13.05 Orif=16.80 24.50 26 60.1 12.79 Orif=16.80 24.50 27 60.1 12.79 Orif=16.80 24.50 Split: Line 2 28 60.7 13.04 Orif=16.80 24.50 29 62.8 13.96 Orif=16.80 24.50 30 - 15.96 24.50 31 - 17.96 24.50 32 - 22.73 24.50 33 - 28.02 20.00 35 - 29._69 20.00 36 - 23.89 24.50 37 -- 18.22 24.50 38 - 16.18 24.50 39 63.2 14.14 Orif=16.80 24.50 40 61.0 13.19 Orif=16.80 24.50 41 60.4 12.93 Orif=16.80 24.50 42 60.4 12.93 Orif=16.80 24.50 Split: Line 3 43 61.0 13.19 Orif=16.80 24.50 44 63.1 14,11 Orif=16.80 24.50 45 - 16.13 24.50 46 - 18 .15 24.50 47 - 22.53 24.50 48 - 28.29 20.00 50 - 30.29 20.00 51 - 27.65 24,50 52 - 26.41 24.50 53 - 25,99 24.50 54 - 25.58 24.50 55 - 25.16 24.50 56 - 24 .75 24.50 PETRO 05/18/01 10:44am Page 21 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Node Detail Remote Area #4 Discharge Pressure Outlet Elevation Node (gpm) (psi) K-Value Source (ft) Comments 57 - 24.34 24.50 58 82.2 23. 92 Orif=16.80 24.50 Split: Line 4 59 82.2 23.92 Orif=16.80 24.50 60 - 24.42 24.50 61 - 24. 91 24 .50 62 - 25.99 24.50 63 - 28.68 20.00 65 - 31.04 20.00 66 - 28.95 24.50 67 - 27.84 24.50 68 - 29.64 20.00 70 - 31.87 20.00 71 - 29.76 24.50 72 - 28.55 24.50 73 - 30.34 20.00 75 - 32.78 20.00 76 - 30.64 24.50 77 - 29.21 24.50 78 - 30.97 20.00 80 - 33.78 20.00 81 - 31.79 24.50 82 - 31.44 24.50 � 83 - 33.34 20.00 85 - 34.18 20.00 86 - 32.20 24.50 87 - 31. 95 24.50 88 - 33.86 20.00 90 - 34.59 20.00 91 - 32.62. 24.50 92 - 32.44 24.50 93 - 34.36 20.00 95 - 35.02 20.00 96 - 33.05 24.50 97 - 32.91 24.50 98 - 34.84 20.00 100 35.46 20.00 101 - 33.49 24.50 102 - 33.36 24.50 103 - 35.29 20.00 105 - 35.90 20.00 106 - 33.94 24.50 107 - 33.80 24.50 106 - 35.74 20.00 110 - 36.36 20.00 111 - 34.39 24.50 112 - 34.23 24.50 113 - 36.16 20.00 115 - 36.83 20.00 116 - 34.85 24.50 PETRO 05/18/01 10:44am Page 22 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Node Detail Remote Area #4 Discharge Pressure Outlet Elevation Node (gpm) (psi) K-Value Source (ft) Comments 117 - 34.64 24.50 118 - 36.57 20.00 120 - 37.31 20.00 121 - 35.32 24.50 122 - 35.04 24.50 123 - 36.95 20.00 125 37.80 20.00 126 - 35.81 24.50 127 - 35.42 24.50 128 - 37.32 20.00 130 - 38.32 20.00 131 - 36.30 24.50 132 - 35.77 24.50 133 - 37.65 20.00 134 - 43.25 Feed Jct 20.00 135 42.33 20.00 136 - 39.78 24.50 137 36.57 24.50 138 - 37. 96 20.00 139 - 38.17 20.00 140 - 36.82 24.50 141 - 40.02 24.50 142 - 42.56 20.00 144 - 38.31 20.00 145 - 36.92 24.50 146 - 39.92 24.50 147 - 42.42 20.00 149 - 38.39 20.00 150 - 36.98 24.60 151 - 39.86 24.50 152 - 42.34 20.00 154 - 36.43 20.00 155 - 37.00 24.50 156 - 39.83 24.50 157 - 42.30 20.00 159 - 38.44 20.00 160 - 37.01 24.50 161 - 39.83 24.50 162 - 42.29 20.00 164 - 43.27 20.00 165 100.0 53.89 Hose RI 1.00 166 400.0 68.84 Hose 0.00 167 - 72.70 Supply 0.00 PETRO 05/18/01 10:44am Page 23 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Pipe Detail Remote Area #4 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 4 4.35 10.0 10.0 0.00 -183.9 0.0077 0.08 4.0 20 5 29.41 29.34 5 2.23 4.5 18.9 -4.50 -183.9 0.2018 3.81 15.2 5 6 29.34 23.58 Fit= 14.4 1T 6 2.23 15.5 27.7 0.00 -183.9 0.2018 5.59 15.2 6 7 23.58 17.98 Fit= 12.2 1VT 7 2.23 10.0 10.0 0.00 -183.9 0.2018 2.02 15.2 7 8 17.98 15.97 8 2.23 10.0 10.0 0.00 -183.9 0.2018 2.02 15.2 8 9 15.97 13.95 9 2.23 10.0 10.0 0.00 -121.2 0.0933 0.93 10.0 9 10 13.95 13.01 10 2.23 10.0 10.0 0.00 -60.6 0.0259 0.26 5.0 10 11 13.01 12.76 11 2.23 10.0 10.0 0.00 -0.6 0.0000 0.00 0.1 11 12 12.76 12.76 12 2.23 10.0 10.0 0.00 59.4 0.0249 0.25 4.9 12 13 12.76 13.00 13 2.23 10.0 10.0 0.00 120.0 0.0915 0.92 9.9 13 14 13.00 13.92 ) 14 2.23 10.0 10.0 0.00 182.7 0.1992 1.99 15.0 14 15 13.92 15.91 15 2.23 10.0 10.0 0.00 182.7 0.1992 1.99 15.0 15 16 15.91 17.90 16 2.23 9.5 23.9 0.00 182.7 0.1992 4.76 15.0 16 17 17.90 22.66 Fit= 14 .4 1T 17 2.23 4 .5 16.7 4.50 182.7 0.1992 3.33 15.0 17 18 22.66 27.94 Fit= 12.2 1VT 18 4.35 10.0 10.0 0.00 182.7 0.0076 0.08 3.9 18 33 27.94 28.02 19 4.35 10.0 10.0 0.00 -368.2 0.0279 0.28 7.9 35 20 29.69 29.41 20 2.23 4.5 18.9 -4.50 -184.2 0.2024 3.82 15.2 20 21 29.41 23.65 Fit= 14.4 1T 21 2.23 15.5 27.7 0.00 -184.2 0.2024 5.61 15.2 21 22 23.65 18.04 Fit= 12.2 1VT 22 2.23 10.0 10.0 0.00 -184.2 0.2024 2.02 15.2 22 23 18.04 16.01 23 2.23 10.0 10.0 0.00 -184.2 0.2024 2.02 15.2 23 24 16.01 13.99 24 2.23 10.0 10.0 0.00 -121.4 0.0935 0.94 10.0 24 25 13.99 13.05 25 2.23 10.0 10.0 0.00 -60.7 0.0259 0.26 5-.0 25 26 13.05 12.79 26 2.23 10.0 10.0 0.00 -0.6 0.0000 0.00 0.0 26 27 12.79 12.79 27 2.23 10.0 10.0 0.00 59.5 0.0250 0.25 4.9 27 28 12.79 13.04 PETRO 05/18/01 10:44am Page 24 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Pipe Detail Remote Area #4 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 28 2.23 10.0 10.0 0.00 120.2 0.0918 0.92 9.9 28 29 13.04 13.96 29 2.23 10.0 10.0 0.00 182.9 0.1998 2.00 15.1 29 30 13.96 15.96 30 2.23 10.0 10.0 0.00 182.9 0.1998 2.00 15.1 30 31 15.96 17.96 31 2.23 9.5 23.9 0.00 182.9 0.1998 4.77 15.1 31 32 17.96 22.73 Fit= 14.4 1T 32 2.23 4.5 16.7 4.50 182.9 0.1998 3.34 15.1 32 33 22.73 28,02 Fit= 12.2 1VT 33 4.35 10.0 10.0 0.00 365.6 0.0275 0.28 7.9 33 48 28.02 28.29 34 4.35 10.0 10.0 0.00 -553.3 0.0593 0.59 11.9 50 35 30.29 29,69 35 2.23 4.5 18.9 -4.50 -185.2 0.2043 3.86 15.3 35 36 29.69 23.89 Fit= 14.4 1T 36 2.23 15.5 27.7 0.00 -185.2 0.2043 5.66 15.3 36 37 23.89 18.22 Fit= 12.2 1VT 37 2.23 10.0 10.0 0.00 -185.2 0.2043 2.04 15.3 37 38 18.22 16.18 38 2.23 10.0 10.0 0.00 -185.2 0.2043 2.04 15.3 36 39 16.18 14.14 39 2.23 10.0 10.0 0.00 -122.0 0.0944 0.94 10.0 39 40 14.14 13.19 40 2.23 10.0 10.0 0.00 -61.0 0.0262 0.26 5.0 40 41 13.19 12. 93 41 2.23 10.0 10.0 0.00 -0.6 0.0000 0.00 0.0 41 42 12.93 12.93 42 2.23 10.0 10.0 0.00 59.9 0.0253 0.25 4.9 42 43 12.93 13.19 43 2.23 10.0 10.0 0.00 120.9 0.0928 0.93 10.0 43 44 13.19 14.11 44 2.23 10.0 10.0 0.00 184.0 0.2018 2.02 15.2 44 45 14.11 16.13 45 2.23 10.0 10.0 0.00 184.0 0.2018 2.02 15.2 45 46 16.13 18.15 46 2.23 9.5 21.7 0.00 184.0 0.2018 4.38 15.2 46 47 18.15 22.53 Fit= 12.2 1VT 47 2.23 4.5 18.9 4.50 184.0 0.2018 3.81 15.2 47 48 22.53 28.29 Fit= 14.4 1T 48 4.35 10.0 10.0 0.00 549.6 0.0585 0.59 11.9 48 63 28.29 28.88 49 4.35 10.0 10.0 0.00 -631.5 0.0757 0.76 13.6 65 50 31.04 30.29 50 2.23 4.5 16.7 -4.50 -78.2 0.0414 0.69 6.4 50 51 30.29 27.65 Fit= 12.2 1VT 51 2.23 15.5 29.9 0.00 -78.2 0.0414 1.24 6.4 51 52 27.65 26.41 Fit= 14.4 1T PETRO 05/18/01 10:44am Page 25 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Pipe Detail Remote Area #4 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 52 2.23 10.0 10.0 0.00 -78.2 0.0414 0.41 6.4 52 53 26.41 25.99 53 2.23 10.0 10.0 0.00 -78.2 0.0414 0.41 6.4 53 54 25.99 25,58 54 2.23 10.0 10.0 0.00 -78.2 0.0414 0.41 6.4 54 55 25.58 25.16 55 2.23 10.0 10.0 0.00 -78.2 0.0414 0.41 6.4 55 56 25.16 24.75 56 2.23 10.0 10.0 0.00 -78.2 0.0414 0.41 6,4 56 57 24.75 24.34 57 2.23 10.0 10.0 0.00 -78.2 0.0414 0.41 6.4 57 58 24.34 23.92 58 2.23 10.0 10.0 0.00 4.0 0.0002 0.00 0.3 58 59 23.92 23.92 59 2.23 10.0 10.0 0.00 86.2 0.0496 0.50 7.1 59 60 23.92 24.42 60 2.23 10.0 10.0 0.00 86.2 0.0496 0.50 7.1 60 61 24.42 24.91 61 2.23 9.5 21.7 0.00 86.2 0.0496 1.08 7.1 61 62 24.91 25.99 Fit= 12.2 1VT 62 2.23 4.5 18.9 4.50 86.2 0.0496 0.94 7.1 62 63 25.99 28.88 Fit= 14.4 1T 63 4.35 10.0 10.0 0.00 635.7 0.0766 0.77 13.7 63 68 28.88 29.64 64 4.35 10.0 10.0 0.00 -663.4 0.0829 0.83 14.3 70 65 31.87 31.04 65 2.23 4 .5 18.9 -4.50 -31.9 0.0079 0,15 2.6 65 66 31.04 28.95 Fit= 14 .4 1T 66 2.23 115.0 139.4 0.00 -31.9 0.0079 1.10 2.6 66 67 28.95 27.84 Fit= 24 .4 2VT 67 2.23 4 .5 18.9 4.50 -31.9 0.0079 0.15 2.6 67 68 27.84 29.64 Fit= 14 .4 1T 68 4.35 10.0 10.0 0.00 603.8 0.0696 0.70 13.0 68 73 29.64 30.34 69 4.35 10.0 10.0 0.00 -697.0 0.0908 0.91 15.0 75 70 32.78 31.87 70 2.23 4.5 18.9 -4.50 -33.5 0.0087 0.16 2.8 70 71 31.87 29.76 Fit= 14.4 1T 71 2.23 115.0 139.4 0.00 -33.5 0.0087 1.21 2.8 71 72 29.76 28.55 Fit= 24.4 2VT 72 2.23 4 .5 18.9 4.50 -33.5 0.0087 0.16 2.8 72 73 28.55 30.34 Fit= 14.4 1T 73 4.35 10.0 10.0 0.00 570.3 0.0627 0.63 12.3 73 78 30.34 30.97 74 4.35 10.0 10.0 0.00 -733.7 0.0999 1.00 15.8 80 75 33.78 32.78 75 2.23 4.5 18. 9 -4.50 -36.7 0.0102 0.19 3.0 75 76 32.78 30.64 Fit= 14.4 1T PETRO 05/18/01 10:44am Page 26 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Pipe Detail Remote Area #4 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 76 2.23 115.0 139.4 0.00 -36.7 0.0102 1.43 3.0 76 77 30.64 29.21 Fit= 24.4 2VT 77 2.23 4 .5 18.9 4.50 -36.7 0.0102 0.19 3.0 77 78 29.21 30.97 Fit= 14 .4 1T 78 4.35 23.0 42.9 0.00 533.5 0.0554 2.37 11.5 78 83 30.97 33.34 Fit= 19.9 2VE 79 5.30 10.0 10.0 0.00 -750.1 0.0400 0.40 10.9 85 80 34.18 33.78 80 2.23 4.5 18.9 -4.50 -16.4 0.0023 0.04 1.4 80 81 33.78 31.79 Fit= 14.4 1T 81 2.23 127.0 151.4 0.00 -16.4 0.0023 0.35 1.4 81 82 31.79 31.44 Fit= 24.4 2VT 82 2.23 4.5 18.9 4.50 -16.4 0.0023 0.04 1.4 82 83 31.44 33.34 Fit= 14.4 1T 83 4.35 10.0 10.0 0.00 517.1 0.0523 0.52 11.2 83 88 33.34 33.86 84 5.30 10.0 10.0 0.00 -763.9 0.0414 0.41 11.1 90 65 34.59 34.18 85 2.23 4.5 18.9 -4.50 -13.8 0.0017 0.03 1.1 85 86 34.18 32.20 Fit= 14.4 1T 86 2.23 127.0 151.4 0.00 -13.8 0.0017 0.25 -1.1 86 87 32.20 31.95 Fit= 24.4 2VT 87 2.23 4.5 18.9 4.50 -13.8 0.0017 0.03 1.1 87 88 31.95 33.86 Fit= 14.4 1T 88 4.35 10.0 10.0 0.00 503.3 0.0497 0.50 10.9 88 93 33.86 34.36 89 5.30 10.0 10.0 0.00 -775.6 0.0426 0.43 11.3 95 90 35.02 34.59 90 2.23 4.5 18.9 -4 .50 -11.7 0.0012 0.02 1.0 90 91 34.59 32.62 Fit= 14.4 1T 91 2.23 127.0 151.4 0.00 -11.7 0.0012 0.19 1.0 91 92 32.62 32.44 Fit= 24.4 2VT 92 2.23 4.5 18.9 4.50 -11.7 0.0012 Q.02 1.0 92 93 32.44 34.36 Fit= 14.4 1T 93 4.35 10.0 10.0 0.00 491.6 0.0476 0.48 10.6 93 98 34.36 34.84 94 5.30 10.0 10.0 0.00 -785.8 0.0436 0.44 11.4 100 95 35.46 35.02 95 2.23 4.5 18.9 -4.50 -10.2 0.0010 0.02 0.8 95 96 35.02 33.05 Fit= 14.4 1T 96 2.23 127.0 151.4 0.00 -10.2 0.0010 0.15 0.8 96 97 33.05 32.91 Fit= 24.4 2VT 97 2.23 4.5 18.9 4.50 -10.2 0.0010 0.02 0.8 97 98 32.91 34.84 Fit= 14.4 1T 98 4.35 10.0 10.0 0.00 481.4 0.0458 0.46 10.4 98. 103 34.84 35.29 99 5.30 10.0 10.0 0.00 -795.4 0.0446 0.45 11.6 105 100 35.90 35.46 PETRO 05/18/01 10:44am Page 27 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Pipe Detail Remote Area #4 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 100 2.23 4.5 18.9 -4.50 -9.6 0.0009 0.02 0.8 100 101 35.46 33.49 Fit= 14.4 1T 101 2.23 127.0 151.4 0.00 -9.6 0.0009 0.13 0.8 101 102 33.49 33.36 Fit= 24.4 2VT 102 2.23 4.5 1B.9 4.50 -9.6 0.0009 0.02 0.8 102 103 33.36 35.29 Fit= 14.4 1T 103 4.35 10.0 10.0 0.00 471.8 0.0441 0.44 10.2 103 108 35.29 35.74 104 5.30 10.0 10.0 0.00 -805.1 0.0456 0.46 11.7 110 105 36.36 35.90 105 2.23 4.5 18.9 -4.50 -9.7 0.0009 0.02 0.8 105 106 35.90 33.94 Fit= 14.4 1T 106 2.23 127.0 151.4 0.00 -9.7 0.0009 0.13 0.8 106 107 33.94 33.80 Fit= 24.4 2VT 107 2.23 4.5 18.9 4.50 -9.7 0.0009 0.02 0.8 107 108 33.80 35.74 Fit= 14.4 1T 108 4.35 10.0 10.0 0.00 462.1 0.0425 0.42 10.0 108 113 35.74 36.16 109 5.30 10.0 10.0 0.00 -815.8 0.0468 0.47 11. 9 115 110 36.83 36.36 110 2.23 4.5 18.9 -4.50 -10.7 0.0010 0.02 0.9 110 111 36.36 34.39 Fit= 14.4 1T 111 2.23 127.0 151.4 0.00 -10.7 0.0010 0.16 0.9 111 112 34.39 34.23 Fit= 24.4 2VT 112 2.23 4.5 18.9 4.50 -10.7 0.0010 0.02 0.9 112 113 34.23 36.16 Fit= 14.4 1T 113 4.35 10.0 10.0 0.00 451.4 0.0407 0.41 9.7 113 118 36.16 36.57 114 5.30 10.0 10.0 0.00 -828.2 0.0481 0.48 12.1 120 115 37.31 86.85 115 2.23 4.5 16.9 -4.50 -12.4 0.0014 0.03 1.0 115 116 36.83 34.85 Fit= 14.4 1T 116 2.23 127.0 151.4 0.00 -12.4 0.0014 0.21 1.0 116 117 34.85 34.64 Fit= 24.4 2VT 117 2.23 4.5 18.9 4.50 -12.4 0.0014 0.03 1.0 117 118 34.64 36.57 Fit= 14.4 1T 118 4.35 10.0 10.0 0.00 439.0 0.0386 0.39 9.5 118 123 36.57 36.95 119 5.30 10.0 10.0 0.00 -842.8 0.0497 0.50 12.3 125 120 37.80 37.31 120 2.23 4.5 18.9 -4.50 -14.6 0.0019 0.04 1.2 120 121 37.31 35.32 Fit= 14.4 1T 121 2.23 127.0 151.4 0.00 -14.6 0.0019 0.28 1.2 121 122 35.32 35.04 Fit= 24.4 2VT 122 2.23 4.5 18.9 4.50 -14.6 0.0019 0.04 1.2 122 123 35.04 36.95 Fit= 14 .4 1T 123 4.35 10.0 10.0 0.00 424.4 0.0363 0.36 9.2 123 128 36.95 37.32 PETRO 05/18/01 10:44am Page 28 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Pipe Detail Remote Area #4 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 124 5.30 10.0 10.0 0.00 -860.2 0.0516 0.52 12.5 130 125 38.32 37.80 125 2.23 4.5 18.9 -4.50 -17.4 0.0026 0.05 1.4 125 126 37.80 35.81 Fit= 14.4 1T 126 2.23 127.0 151.4 0.00 -17.4 0.0026 0.39 1.4 126 127 35.81 35.42 Fit= 24.4 2VT 127 2.23 4.5 18.9 4.50 -17.4 0.0026 0.05 1.4 127 128 35.42 37.32 Fit= 14.4 1T 128 4.35 10.0 10.0 0.00 407.0 0.0336 0.34 8.8 126 133 37.32 37.65 129 5.30 53.0 74.5 0.00 -880.9 0.0539 4.01 12.8 135 130 42.33 38.32 Fit= 21.5 2VE 130 2.23 4.5 18.9 -4.50 -20.6 0.0035 0.07 1.7 130 131 38.32 36.30 Fit= 14.4 1T 131 2.23 127.0 151.4 0.00 -20.6 0.0035 0.53 1.7 131 132 36.30 35.77 Fit= 24.4 2VT 132 2.23 4.5 18.9 4.50 -20.6 0.0035 0.07 1.7 132 133 35.77 37.65 Fit= 14.4 1T 133 4.35 10.0 10.0 0.00 386.3 0.0305 0.30 8.3 133 138 37.65 37.96 134 6.36 5.0 36.4 0.00 -946.3 0.0253 0.92 9.6 134 135 43.25 42.33 Fit= 31.4 1VT 135 2.23 6.0 20.4 -4.50 -65.4 0.0298 0.61 5.4 135 136 42.33 39.78 Fit= 14.4 1T 136 2.23 83.0 107.4 0.00 -65.4 0.0298 3.20 5.4 136 137 39.78 36.57 Fit= 24.4 2VT 137 2.23 4.5 18.9 4.50 -65.4 0.0298 0.56 5.4 137 138 36.57 37.96 Fit= 14.4 1T 138 4.35 10.0 10.0 0.00 320.9 0.0216 0.22 6.9 138 139 37.96 38.17 139 2.23 4,5 18.9 -4.50 67.2 0.0313 0.59 5.5 139 140 38.17 36.82 Fit= 14.4 1T 140 2.23 78.0 102.4 0.00 67.2 0.0313 3.21 5.5 140 141 36.82 40.02 Fit= 24.4 2VT 141 2.23 4.5 18.9 4.50 67.2 0.0313 0.59 5.5 141 142 40.02 42.56 Fit= 14.4 1T 142 4.35 12.0 31.9 0.00 320.9 0.0216 0.69 6.9 142 134 42.56 43.25 Fit= 19.9 2VE 143 4.35 10.0 10.0 0.00 253.7 0.0140 0.14 5.5 139 144 38.17 38.31 144 2.23 4.5 16.9 -4.50 64.9 0.0293 0.55 5.3 144 145 38.31 36.92 Fit= 14.4 1T 145 2.23 78.0 102.4 0.00 64.9 0.0293 3.00 5.3 145 146 36.92 39.92 Fit= 24.4 2VT 146 2.23 4.5 18.9 4.50 64.9 0.0293 0.55 5.3 146 147 39.92 42.42 Fit= 14.4 1T 147 4.35 10.0 10.0 0.00 253.7 0.0140 0.14 5.5 147 142 42.42 42.56 PETRO 05/18/01 10:44am Page 29 Western States Fire Protection Sprinkler Systems Hydraulic Flow Calculations Petropoulos Warehouse Arlington WA Pipe Detail Remote Area #4 ,y Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 148 4.35 10.0 10.0 0.00 188.8 0.0081 0.08 4.1 144 149 38.31 38.39 149 2.23 4.5 18.9 -4.50 63.5 0.0282 0.53 5.2 149 150 38.39 36.98 Fit= 14.4 1T 150 2.23 78.0 102.4 0.00 63.5 0.0282 2.89 5.2 150 151 36.98 39.86 Fit= 24.4 2VT 151 2.23 4.5 18.9 4.50 63.5 0.0282 0.53 5.2 151 152 39.66 42.34 Fit= 14.4 1T 152 4.35 10.0 10.0 0.00 188.8 0.0081 0.08 4.1 152 147 42.34 42.42 153 4.35 10.0 10.0 0.00 125.4 0.0038 0.04 2.7 149 154 38.39 38.43 154 2.23 4.5 18.9 -4.50 62.8 0.0276 0.52 5.2 154 155 38.43 37.00 Fit 14.4 1T 155 2.23 78.0 102.4 0.00 62.8 0.0276 2.83 5.2 155 156 37.00 39.83 Fit= 24.4 2VT 156 2.23 4.5 18.9 4.50 62.8 0.0276 0.52 5.2 156 157 39.83 42.30 Fit= 14.4 1T 157 4 .35 10.0 10.0 0.00 125.4 0.0038 0.04 2.7 157 152 42.30 42.34 158 4.35 10.0 10.0 0.00 62.6 0.0011 0.01 1.4 154 159 38.43 38.44 159 2.23 4.5 18.9 -4.50 62.6 0.0275 0.52 5.2 159 160 38.44 37.01 Fit= 14.4 1T 160 2.23 76.0 102.4 0.00 62.6 0.0275 2.81 5.2 160 161 37.01 39.83 Fit= 24.4 2VT 161 2.23 4.5 18.9 4.50 62.6 0.0275 0.52 5.2 161 162 39.83 42.29 Fit= 14 .4 1T 162 4.35 10.0 10.0 0.00 62.6 0.0011 0.01 1.4 162 157 42.29 42.30 163 6.36 0.5 0.5 0.00 1267.2 0.0434 0.02 12.8 134 164 43.25 43.27 164 6.36 20.0 55.2 19.00 1267.2 0.0434 2.39 12.8 164 165 43.27 53.89 Fit= 35.2 IVT 1GV 165 6.10 130.0 191.1 1.00 1367.2 0.0459 14.52 15.0 165 166 53.89 68.84 Fit= 61.1 4UE 1BKF 1GV 1UTI 166 8.27 200.0 230.0 0.00 1767.2 0.0168 3.85 10.6 166 167 68.84 72.70 Fit= 30.0 1UT1 1GV ,. < �.� . �r,.f Y • � PENDENT & UPRIGHT SPRINKLERS , STD. COVERAGE MODEL F892 DESIGNER STANDARD RESPONSE, K=16.8 , 3/4'"NPT ** 3/4" NPT 6 5 4 2-3/8" WRENCH 2-3/8" 3 (50,3 mm) FLAT (60,3 mm) 2 1/2• (12.7 mm) NOMINAL MAKE—IN PENDENT UPRIGHT CROSS SECTION 1 -Frame 3-Gasketed 4-Bulb 6-Compression 2-Button Spring Plate 5-Deflector Screw RECEIVED * Temperature rating is indicated on deflector. Pipe thread connections per ISO 7/1 can be provided on special request. = MAY 2 1 2001 FIGURE A CITY OF ARLINGTON 16.8 K-FACTOR MODEL F892 PENDENT(SIN G1889)AND UPRIGHT(SIN G1888) SPRINKLERS spray sprinklers for the protection of GENERAL • high-piled storage. APPROVALS The 16.8 K-Factor Model F892 De- Higher flow rates can be achieved at Laboratory listings and approvals for signer, Standard Response, Standard much lower pressures with the 16.8 the 16.8 K-Factor, Model F892 De- Coverage,Pendent and Upright Sprin- K-Factor F892 Sprinklers — making signer, Standard Response, Standard klers (Ref. Figure A) are automatic their use highly advantageous in high Coverage, Pendent and Upright Sprin- sprinklers of the frangible bulb type. density applications, such as the pro- klers are given in Table A. They are "standard response - spray tection of high-piled storage. sprinklers" which produce a hemi- WARNING spherical water distribution pattern be- The 16.8 K-Factor F892 Sprinkler also The 16.8 K-Factor, Model F892 Pen= low the deflector. has the advantage of having a UL and dent and Upright Sprinklers de- C-UL specific application listing,which scribed herein must be installed and The F892 Sprinklers are intended for in some cases can subsequently re- maintained in compliance with this use in fire sprinkler systems designed duce the design area and the overall document, as well as with the appli- in accordance with the standard instal- water demand of the sprinkler system. cable standards of the National Fire lation rules recognized by the applica- Refer to Table A for details. Protection Association, in addition to ble Listing or Approval agency (e.g., the standards of any other authorities UL Listing is based on the require- Applications for the 16.8 K-Factor having jurisdiction. Failure to do so ments of the National Fire Protection Model F892 Pendent and Upright may impair the integrity of these de- Association). Also, when acceptable Sprinklers are expanding beyond the vices. to the Authority Having Jurisdiction, current listings/approvals. For infor- they may be used with a "Reduced mation regarding research fire tests The owner is responsible for main- Design Area" as indicated in Table A. which may be acceptable to an Author- taining their fire protection system ity Having Jurisdiction, please contact and devices in proper operating con- The 16.8 K-Factor F892 Sprinklers the Technical Services Department. dition. The installing contractor or were subjected to full scale, high-piled manufacturer should be contacted storage,fire tests to qualify their use in relative to any questions. lieu of 8.0 or 11.2 K-Factor standard Printed in U.S.A.6-00 I' TD595J 1I1\ _ SPRINI( FINISH TYPE TEMPERATURE BULB NATURAL RATING LIQUID BRASS COLOR 155°F/68*C Red " ( PENDENT 200°F/93*C Green 1,2 2B6°F/141°C Blue 155°F/68°C Red UPRIGHT 200°F/93°C Green 1,2,3 286*F/141°C Blue NOTES: 1. Listed by Underwriters Laboratories, Inc.(UL Listed)and listed by Underwriters Laboratories, Inc.for use in Canada(C-UL Listed)for the following applications: • 16.8 K-Factor F892 Sprinklers may be installed in accordance with NFPA 13 standard sprinkler position and area/density flow cal- culation requirements for light, ordinary, or extra hazard occupancies with a minimum residual(flowing)pressure of 7 psi(0,5 bar). • 16.8 K-Factor F892 Sprinklers may be installed in accordance with NFPA 13 standard sprinkler position and area/density flow cal- culation requirements for high piled storage occupancies with a minimum residual (flowing)pressure.of 7 psi (0,5 bar). 2. Listed by Underwriters Laboratories, Inc.(UL Listed)and listed by Underwriters Laboratories, Inc.for use in Canada(C-UL Listed)for the following"specific application"and with ceiling only protection (i.e., no in-rack sprinklers): • 16.8 K-Factor F892 Sprinklers,when acceptable to the Authority Having Jurisdiction, may be used to protect single, double, multi- ple-row, or portable rack storage of Class I-IV commodity, encapsulated or non-encapsulated, as well as cartoned or uncartoned unexpanded Group A or B plastics,or,cartoned expanded Group A or B plastics,with: a storage height of up to 20 feet(6,1m); a maximum ceiling height of 25 feet(7,6m); a minimum deflector to top of storage clearance of 36 inches (0,9m); a minimum design density of 0.60 gpm/ft2(24 mm/min); a minimum residual(flowing) pressure of 7 psi (0,5 bar); a minimum"Reduced Design Area"of 2000 ft2 (186 m )for wet systems or 2600 ft2(242 m2)for dry systems; a maximum coverage area of 100 ft`(9,3 m'`); NFPA spacing criteria for standard spray sprinklers, i.e.12 feet(3,7 m)*maximum and 6 feet(1,8 m) minimum; NFPA deflector-to-ceiling distances;and, NFPA obstruction criteria for standard spray sprinklers. *12'-6"(3,8 m)is allowed in 25'-0" (7,6 m)wide bays. 3. Approved by Factory Mutual Research Corporation as follows: • 16.8 K-Factor F892 Sprinklers are to be installed in accordance with the applicable"control mode specific area/density"guidelines provided by Factory Mutual.(FM guidelines may differ from UL and C-UL Listing criteria.) TABLE A LABORATORY LISTINGS AND APPROVALS The Frame of the Model F892 Sprin- TECHNICAL DATA klers, (Ref. Figure A), is a dezincifica- tion resistant bronze. The Button is The 16.8 K-Factor, Model F892 De- bronze (C54400), and the Gasketed signer, Standard Response, Standard Spring Plate is sealed on both its in- Coverage, Pendent and Upright side and outside faces with a Teflont Sprinklers are rated for use at a maxi- gasket. The Compression Screw and mum service pressure of 175 psi(12,1 the Deflector are brass (C36000 and bar). They are available in the tem- C22000, respectively). The standard perature ratings and finishes indicated response Model F892 Sprinklers util- in Table A. ize a 5 mm diameter frangible bulb. Table A indicates the bulb liquid color The nominal flow"Q"in GPM (LPM) is as a function of temperature rating. determined by the following formula: Q=K fp7 where the nominal sprinkler discharge coefficient "K" = 16.8 (241,9) and "p" equals the residual flowing pressure in psi (bar). A t Pont Registered Trademark Mf Y { PSN 51 - XXX - X - XXX WRENCH RECESS \ TEMPERATURE RATING TYPE 155 155°F/68°C SPRINKLER 889 SR PENDENT FINISH 200 200°F/93°C FIGURE B 888 SR UPRIGHT 1 NATURAL BRASS 286 286°F/141°C W-TYPE 8 SPRINKLER WRENCH TABLE B PRODUCT SYMBOL NUMBER SELECTION 16.8 K-FACTOR MODEL F892 PENDENT AND UPRIGHT SPRINKLERS INSTALLATIONWITH 3/4 INCH NPT CONNECTIONS NOTE 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 horizontal, a small air bub CARE AND MAINTENANCE - ble should be present. The diameter of the air bubble is approximately 1116 Automatic sprinklers must never be Seller warrants for a period of one year inch (1,6 mm)for the 1551F/681C to shipped or stored where their tempera- from the date of shipment (warranty 3132 inch (2,4 mm) for the tures will exceed 100°F/380C and they period) that the products furnished 286°F/141°C rating.(At higher ambi- must never be painted, plated, coated hereunder will be free from defects in ent temperatures, the bubble may be or otherwise altered after leaving the material and workmanship. barely perceptible for the lower tem- factory. Modified sprinklers must be - perature ratings.) replaced. Sprinklers that have been For further details on Warranty, see ( exposed to corrosive products of com- Price List. The Model F892 Sprinklers must be bustion,but have not operated, should installed in accordance with the follow- be replaced if they cannot be com- ing instructions. pletely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft ORDERING PROCEDURE 1. With pipe thread sealant applied to bristle brush. the pipe threads, hand tighten the A Product Symbol Number (PSN) is F892 Sprinkler into the sprinkler fit- Care must be exercised to avoid dam- not specified when ordering sprinklers ting. age to the sprinklers — both before with thread connections per ISO 7/1. and after installation. Sprinklers dam- 2. Using the W-Type 8 Sprinkler aged by dropping, striking, wrench Contact your local distributor for avail- Wrench (Ref. Fig. B) applied to the twist/slippage, or the like, must be re- ability. sprinkler Wrench Flats(Ref.Fig.A), placed.Also,replace any sprinkler that tighten the F892 Sprinkler into the has a cracked bulb or that has lost Sprinkler Assemblies: sprinkler fitting. liquid from its bulb (ref. Installation Specify: 16.8 K-Factor, (specify tem- • Section). perature rating),Model F892 Standard NOTE Response (specify Pendent or Up- A leak tight 3/4 inch NPT sprin- NOTE right) Sprinkler with natural brass fin- kler joint should be obtained with Before closing a fire protection system ish, PSN (specify from Table B). a torque of 10 to 20 ft.lbs. (13,4 to control value for maintenance work on 26,8 Nm). Higher levels of torque the fire protection system which it con- "Special Order" may distort the sprinkler inlet trols,permission to shut down the af- Sprinkler Assemblies with ISO 7/1 with consequent leakage or im- fected fire protection system must be Thread Connections: pairment of the sprinkler. obtained from the proper authorities Specify: 16.8 K-Factor, (specify tem- and all personnel who may be affected perature rating), Model F892 Standard by this action must be notified. Response (specify Pendent or Up- right) Sprinkler with natural brass fin- It is recommended that automatic ish and thread connection per ISO 7/1. sprinkler systems be inspected quar- terly by a qualified Inspection Service. Sprinkler Wrench: Specify: W-Type 8 Sprinkler Wrench, PSN 56-892-1-001. l� .� S a :� �. - .y� i July 1, 2001 TO: Dave Anderson ,` 100Z l Inr .l t Building Official City of Arlington ,�t.1 21 FR: Jim Tracy i,4 5.1 Code Consultant Michael J. Gale and Associates Re: Petropoulos Warehouse 19074 601h Ave. NE Arlington, WA Automatic Sprinkler Plan Review The automatic sprinkler system plan submitted by Western States Fire Protection and stamped (sealed) by Lonn Bear for the above named facility has been reviewed for conformance with the requirements of NFPA 13, Installation of Sprinkler Systems for storage of Class IV nonencapsulated commodities on single or double row racks, with 4 ft. and wider aisles, and to a maximum height of 20 ft. The plan review set includes three sheets, hydraulic calculations, and manufacturer's data sheets for associated equipment. This review does not address the requirements of Uniform Fire Code Article 81, High-Piled Combustible Storage or the installation of the underground supply mains. Plan Review Comments The plan is approved subject to the following: 1. Review of the hydraulic calculations indicates that the system design is adequate based on the following water supply information included with the submittal: Static pressure 93 psi; residual pressure of 20 psi when flowing 5500 gpm. 2. The General Notes state that pipe sizes 1 in. through 4 in. is schedule 7 (grooved) or schedule 40 (threaded). Field inspection should verify the 1 ., �, a i, installation of schedule 7 pipe, as schedule 40 pipe would create excessive friction losses and require the system to be recalculated. 3. Verify minimum 3/8 in. bolts with side beam brackets for hanging up to and including 2 in. pipe and '/z in. bolts up to 4 in. pipe from the Z-purlins per the included Tolco data sheet. 4. Listed flexible pipe couplings joining grooved end pipe are required to be provided for piping 2Y2-inch or larger in accordance with 6-4.2, typically: Within 24-in. of the top and bottom of all risers (not required in risers less than 3 ft. in length; single flexible coupling only required for risers 3 to 7 ft. in length). Within 24-in. of building expansion joints. • Within 24 in. of the top and bottom of drops to mezzanines, regardless of pipe size. • Within 24 in. of the top of drops exceeding 15 ft. in length to portions of systems supplying more than one sprinkler, regardless of pipe size. • Above and below any intermediate points of support for a riser or other vertical pipe. 5. Field inspection should verify clearances of piping extending through walls, floors, and platforms in accordance with 1999 NFPA 13 paragraph 6-4.4.1. 6. The system pressure gauge shall be installed on the system riser (as shown in 1999 NFPA 13 Figure 5-14.2.4), not on the main drain. The pressure gauge location as shown on the plans will not give a true residual reading during a main drain test; it will indicate an excessive pressure drop. Ref: Formal Interpretation 78-8. 7. The installer shall provide a permanently attached nameplate at the system riser indicating the system design density/area and system demand at the base of riser (including hose allowance). Ref: 1999 NFPA 13 section 10-5. 8. There shall be maintained on the premises a supply of spare sprinklers, corresponding to the types and temperature ratings of the sprinklers installed. Ref: 1999 NFPA 13 subsection 3-2.9. For all inspections and tests, contact Michael J. Gale and Associates at 425-788- 8962. We will coordinate with the City of Arlington Building and Fire Departments. 2 ,� 1 f I :. WESTERN STATES 7102 180th Ave. N.E. Suite A-105 166 FIRE PROTECTION CO. Redmond,Washington 98052 ltt (425) 881-0100 FAX(425) 881-3030 LETTER OF TRA N S M I T T A L To: City of Arlington Date 05/21/01 238 North Olympic Ave Job No. 790098 Arlingtop WA Project Petropoulos Attn: D6ve Anderson Fire Sprinkler System Revision 1 We are sending you Attached ❑ Under Separate Cover the following items: ❑ Shop Drawings 0 Submittals ❑ Prints ❑ As -Built 0 Plans 0 Letter 0 Calculations ❑ Other COPIES DATE DESCRIPTION 6 5/18/01 Submittal Set of Drawings 6 5/18/01 Submittal Packet 6 5/21/01 Letter of Revision 1 These are transmitted as checked below: 0 For Approval ❑ For Review and Comment ❑ For Your Use ❑ Returned for Corrections ❑ As Requested ❑ Resubmit Copies for Approval ❑ Approved as Noted ❑ Submit Copies for Distribution ❑ Approved as Submitted ❑ Return Corrected Prints Remark Laura, Please return 3 sets of plans at your earliest convenience. Please see the letter for clarification of the impact of revision 1. If there are any requirements or questions, please contact me at 253 405 6214. Copy to: File dow ze Sincerely,�� 2o rad Braslins Project Manager G\� �� ��,_� •,, �� f.w:► •;. ,� July 1, 2001 ` TO: Dave Anderson ! !! tooa � �nr 1 , Building Official City of Arlington FR: Jim Tracy Code Consultant Michael J. Gale and Associates Re: Petropoulos Warehouse 19074 60'h Ave. NE Arlington, WA Automatic Sprinkler Plan Review The automatic sprinkler system plan submitted by Western States Fire Protection and stamped (sealed) by Lonn Bear for the above named facility has been reviewed for conformance with the requirements of NFPA 13, Installation of Sprinkler Systems for storage of Class IV nonencapsulated commodities on single or double row racks, with 4 ft. and wider aisles, and to a maximum height of 20 ft. The plan review set includes three sheets, hydraulic calculations, and manufacturer's data sheets for associated equipment. This review does not address the requirements of Uniform Fire Code Article 81, High-Piled Combustible Storage or the installation of the underground supply mains. Plan Review Comments The plan is approved subject to the following: 1. Review of the hydraulic calculations indicates that the system design is adequate based on the following water supply information included with the submittal: Static pressure 93 psi; residual pressure of 20 psi when flowing 5500 gpm. 2. The General Notes state that pipe sizes 1 in. through 4 in. is schedule 7 (grooved) or schedule 40 (threaded). Field inspection should verify the i _ �--�.. L ,�'. . �•, �nr 1 � �, . . ��, installation of schedule 7 pipe, as schedule 40 pipe would create excessive friction losses and require the system to be recalculated. 3. Verify minimum 3/8 in. bolts with side beam brackets for hanging up to and including 2 in. pipe and '/z in. bolts up to 4 in. pipe from the Z-purlins per the included Tolco data sheet. 4. Listed flexible pipe couplings joining grooved end pipe are required to be provided for piping 2'/2-inch or larger in accordance with 6-4.2, typically: • Within 24-in. of the top and bottom of all risers (not required in risers less than 3 ft. in length; single flexible coupling only required for risers 3 to 7 ft. in length). • Within 24-in. of building expansion joints. • Within 24 in. of the top and bottom of drops to mezzanines, regardless of pipe size. • Within 24 in. of the top of drops exceeding 15 ft. in length to portions of systems supplying more than one sprinkler, regardless of pipe size. • Above and below any intermediate points of support for a riser or other vertical pipe. 5. Field inspection should verify clearances of piping extending through walls, floors, and platforms in accordance with 1999 NFPA 13 paragraph 6-4.4.1. 6. The system pressure gauge shall be installed on the system riser (as shown in 1999 NFPA 13 Figure 5-14.2.4), not on the main drain. The pressure gauge location as shown on the plans will not give a true residual reading during a main drain test; it will indicate an excessive pressure drop. Ref: Formal Interpretation 78-8. 7. The installer shall provide a permanently attached nameplate at the system riser indicating the system design density/area and system demand at the base of riser (including hose allowance). Ref: 1999 NFPA 13 section 10-5. 8. There shall be maintained on the premises a supply of spare sprinklers, corresponding to the types and temperature ratings of the sprinklers installed. Ref: 1999 NFPA 13 subsection 3-2.9. For all inspections and tests, contact Michael J. Gale and Associates at 425-788- 8962. We will coordinate with the City of Arlington Building and Fire Departments. 2 i e 9 . 7/ 3 / , 0 ; § A �+ g ] � E § CD CD / k \ / \ < c O f am ° n ° F _= _ _ / \ 0 / / / / k k � CD d CD m » o k / G 2k \ \ < k \ 0CD Eca a � = m E 7 m / / / 0 2 D q I 0 ® o f § m E MCD m0 � � � -p E e m r / ] CO 2 a 6 E S CD (n & § k §. CD a CL / CD 73 h cn ƒ Cc 7CD . � m 77 (n _ § ƒ : \ 7 C ƒ j \ ƒ / 2 a 7 = n m \ \ E CD kCL \ ¥ \ P q 2 m « = R 7 ° = � \ ¥ k / f 03CD \ ka,< / ) $ CDA G CD CD _ CD � \ § � / \ 0 / CL CD CD S o = » = ao CDE « ~ � / • � Jam § » a _ § � a _ CD = _D # C k < � / ƒ 3k D 9 � E $ o aEE d CO g CD 2 O 2 \ \ 2 / / 222 CD ] � � CU � / \ JF E / 0 _ ® = = m CD � 79 CD CC a * 2 / me aD / / / / Z. � \ o a $ % g 7 CL > o O 0 nn +° ° D O VV a) o H V t o O o Z is L/JG A U) v- O C N a)to ¢ U O Z ?� a) O. a) U \_ CO O O W 0 O ❑ O < v p z O to Q- *J w ti I' 1 E Z V) -C m ° a) > a) cn V rr z ,a z ❑ ❑ ❑ ❑ CL n o R1 ) F wp ❑ inqz o0 < W to cn _ > ca E m U O t0 m > > G a . a) � � o 0 to O- 0- +� m a) n a a) F- us ) ") Q Q W �a a) _.: r1 ❑ ❑ ❑ CJ C 7 M C`q bA ❑ 00 p U "� O a) L]r N v - Y ~ Utj E c z `x Q ° U r O U 1•^ D C �'` •�' Z U w Q _ c0 p N aS p wo h W O u1 a (L) a) Q r � �_i O -0 O w co >>1 aa)) m w ti ��1 0 Z �:i ell El El El El w cr ❑ ❑ W a � �x: a .� � Q Y O c ca. W W ~ c FL - fn Q } 0 A A z G� a V 10) a v w N z e cr � • A u NP pq Wo N N W N N ~ W a ° o H Z N ►-{ --' 44 H Gn 'O O O 3 p W CO O O O A ACAcz .—i �? cvi 1-4 ° N D, p 0 0 a z ra 3 �2 w" w b r� m r* o ~ co CD �d Cy d o a o o y d tTl �. a• `" cv Pd N z H C, a• y- , Off'+ ��'1 �71CD til Q• ►.• N O N y M � � � � o a. ~• y w 113 a Ea o Ov �3 o V' TQ z N �C r d rA, b dx w N wlg l n v CD A g Ro a O x N a Z G b � y.b .� c rb CD CD0 CD � a � CD fDCD m CrQ fD a Kz l� o �(IQ f�D f�D CCD C am► �- FBI x c m. �, W f d ft d �. G b � fD cCD CDd fD y �n I' r m v, y CD (IQpq w eD fD fD e O O OCD CD O o o fD CD 1 bd (� CD d d d 7Q CD uj m o C CD c CD �, H �• r CD :0 eD C 1 CD CD d 1 d � YWOCeIL ui OOU W LL W W �J u Z z W W d J"O°`"ZD r� — J� J J {/� WWR=0 N ,I W V p c� — G}O�WOo i W p � W Z < / w z ce Lo J" z 2 W CL W< Y Y Y Y T u+ _0 pZo0zr'0 y1 z " W O�c o � o 0 0 p <�u �0 LL. / 2 ad _d s d <c=CO�u=NiZ�W < a o �Oo pf- UaaOU> r �• M z0 < W N F' Q W < = WdZCL t = 0 'AN O W_x 0 = (7 z; N J �O \ r I a t c O Y Z C Z Z u W D Z Z O W V.J d ~ O U !� K C t' U p 5 9 < ~ >- <_ d Z z � Z a z �. < Z c C Z < d aC O p •.] tl 4 V1 (� U O <�- J f' O 3 a y-CJ Iy O z I p < < t- a E, O a oC G z c Wm W 7 W of W > `C- Z Z m u�., Y < � Om°C�° ° _a cc ec� c! p � p C 0 O 2 `� D }pIyUOZo3p oc o r u F- rt < ° Y Y Z �<'a° te 5 O < O < z > < u 5 u0Oco ICU �..� > v v u,`1 u u ce Z Z -�LM Z-<-+ Nj v v cc m } p'2 F W Z L) Z W 5 Z < �. 0 i = W U W < L' .' o = 00- 0�0 OZ o z u r W < f- W < a _ _ I- �n3U>�U� X c� z d d m d v" W a 3 r0 d Q J L6 F"' W El a 0 n W �n i Z d LJ Li cc uf�` ° J < J V _ W J Y H co Y > C W f Li u < ¢ LL D 61 x tl Y > Z WW a hry1 cc oc oc oc G O O (I� < a Z V Jr J J J J O � � ~ / , ~ tl � � � � m Z , G r 3 +�/ (j�� ` t W b - ` J C V Ln _J "� C s a `� Y CG D O l0� ~ z �) a of v�i l� m< '� Y �J Lij ( S W VJ LL o O - �' l C� 0 ° ° �q z C Z n > III LL p , c_ ! < n �J z U ` r ,I ? W ac t/1 a ►- O '� '� I Ve vtl� �! O z 5 y C �j P C.� 2 O \YJn < as N cc u 7 cc (1 z W < < < o m '�' � �J � a �i � s zc � xd Y C '1 p _ o < o ZLn p v D 3 (� j p m Ei� R < y� U� 3 Z F - Z Z O VO ° Y J Ln V (l p < v ; z v 3 �/D 7 /� j o ` < S �" v_' S < rt g < 0 Z N Z v' vWi •,t y ..+ u uj J O(fin .d /T O Z K V tl Z - ..i n Zp O < V F 2 SMOG b N33M138 S3NIl ll'd 3131dWoo 0 °CL i a aa)W co � c 0 co �) < 0 c � � � � � aj ' � o > a c .: M �� O coi U f� �► 1 C o o c ai aZ o 0 J c� Uc� � � \1 } QO � ai W ❑ ❑ ❑ ❑ ❑ ❑ �J J C) 0 t 11 a D © Q CL W m V, w cm W 1\ 0 cr CC o cm `� w rn o 0 OU ° �� + p z c CD Z v ❑ m ° w ° H z t � W E c c m o - w �' u �� z ❑ ❑ ❑ ❑ ❑ ❑ 0. a 0 0 0 0� ° o � ti Z ® _ J It LL CL Z v c a LL \ , O oe z > cn :� o y Q d a� Z ...F a Q U N C '� r \ y CM C as C � C c�b a v'' P� ❑ ❑ U n. U \ lL U- m 0 r, 0 m W oCL \ W a� c ct1 Y rn a) m •o QO � a _ v� o W cC o a N ca -� © 1^ l aIr Z o C7UC7 <nIL N ¢ � a) � �? W CI000 0 p �� � 1 h _j v s o CL Q W t� 0 � v � vW Z Q cc m �_ z Q0 ¢ O ZZa U Ow o U = Z_ jp � �o 0a c c Zy c n . % - L o cz a � ocnaorof5E m a 0 0 0 o E jr 4 Z 000000 y CL 't ��� W Z J Z v c a � O N QO ° l� N W z g 0 CO w 0 z ao � .0 _ �� o j U fA 0000 a 0000000 c