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HomeMy WebLinkAbout17727 59TH AVE_BLD1116_2026 FIRE SPRINKLER PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 591h Ave NE• Arlington,WA 98223• Phone(360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) SETS OF COMPLETE AND SCALED PLANS, TWO (2) SETS OF HYDRALIC CALCULATIONS, TWO (2) SETS OF EQUIPMENT SPECIFICATIONS FOR EACH FIRE SPRINKLER PERMIT APPLICATION. INCLUDE ELECTRICAL PLANS WHERE APPLICABLE. ALSO INCLUDE SPECIFICATION SHEETS, WIRING DIAGRAMS (POINT TO POINT WIRING), AND ALL OTHER INFORMATION ON ALL EQUIPMENT TO BE INSTALLED PRIOR TO INSTALLATION. Type of Permit: ❑ New Fire Sprinkler ❑✓ Fire Sprinkler Add/Alt ❑ Underground Fire Line 17727 59th Ave NE - Bldg 12 Suite B Project Address: Parcel ID#: Project Valuation: 66,124.00 Number of Heads: i98 Building Area(Sq Ft): Owner: Arlington Advanced Manufacturing Park, LLC Phone Number: Address: 3316 Furhman Ave East Suite 200 City:Seattle State: WA Zip Code: 98102 Contact Person:Dion Smith Phone Number: 360-691-2235 Cell Phone: 425-345-9423 Email: dion@burnsfire.com Address: PO Box 1110 City:Granite Falls State: WA Zip Code:98252 Contractor: Burns Fire Protection Services, Inc. Phone Number: 360-691-2235 Address: PO Box 1110 City:Granite Falls State: WA Zip Code:98252 Contractor's License Number. BURNSFP841 DU Expiration:1213112016 Contact Person: Dion Smith Email:dion@burnsfire.com I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws,rules and regulation of the State of Washington. tA Applicants Signature Date Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received WEB Forms—131 Page 1 of 1 6/16LP rID CL _ \ 2 mU � � Ln \ ~ 4.1 mV ) � , � �( § � oo � � � z 7 \ @ § � _ ] § k C\j § — z # — � � 2 3 § 0 \ $� \ Ln c � � § \ \ � � \ ) — < AD , P ƒ 2 � 8 k � � � < ƒ > � o � § � � � � � \ ) > \ 2 �— ■ y ° f \ Q m 41 & W E © �k�� § L — -j @ § u )\ / \ § �2LL� � 2 2 216 O m M \ « ■ C a k o § § 2� \ �2 z -� E > u A \ 3 § e .. « . c &. } a � � z @ ■ 7 \ ° a HYDRAULIC CALCULATIONS for Job Information Project Name:HYAK VENTURE T.I. Contract No. : City: ARLINGTON, WA 98223 Project Location: 17727 59TH AVE NE#12 Date:8/3/2016 Contractor Information Name of Contractor: Address: City: Phone Number: E-mail: Name of Designer: Authority Having Jurisdiction: Design Remote Area Name 1 Remote Area Location Northwest Corner Pendant Heads Occupancy Classification OH 1 Density(gpm/ft2) 0.15 Area of Application(ft2) 945 Coverage per Sprinkler(ft2) 121 Number of Calculated Sprinklers 10 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 250 Total Water Required(incl.Hose Streams)(gpm) 447.9 Required Pressure at Source(psi) 69 Type of System Wet Volume-Entire System (gal) 325.3 gal Water Supply Information Date MM/DD/YYYY Location SITE Source W 1 Notes Adjusted for QR heads and 12'ceilings File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 2 Cl) N m ld a O 41 AyN (6 J J N N -0 d z°a m 3 v J Q T R m � O • a � G Q `o Lm Q N �i s a C (_� � d LL •� = N o ' O 2 7 Q E m °' o U {� N ca E in pap a.+ U Q � O U 5i FL N w H z Y � o N 00 CD io Job:HYAK VENTURE T.I. Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W 1 Flow(gpm) Pressure(psi) 0 85.4 2856 74.6 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) W1 85.4 74.6 2856 85.3 447.9 69 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 250 Other(custom defined) Hose Flow(gpm) ------------------------------------------------------------------------------------ Total Hose Flow(gpm) 250 Sprinklers Ovehead Sprinkler Flow(gpm) 197.9 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 197.9 Other Required Margin of Safety(%) 10 W 1 Pressure(psi) 69 W 1 Flow(gpm) 197.9 Demand w/o System Pump(s) N/A File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 4 LO r O N U O m U cr) a N N cn O 7 0 O Q O LO N 3 v J E m f a) O Y a .0 N _ 6 CL N >+ MI o •y a A 0 3 Q o Q O N L IL _ � N (n N Ccli (d N i a cyd pO _ L .m U1 � U Q p. U O CL 4 T O O O ` T LLI CD CD a a I r� T Q T P'1 > V� OD I- (D In 'IT Cl) N cD Q N 00 � M isd `ainssaad o Job:HYAK VENTURE T.I. Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 85.4 S2 Supply point#2-Residual 2856 74.6 D1 Elevation Pressure 0 5.2 D2 System Demand 197.9 69 D3 jSystem Demand+Add.Out.Hose 447.9 69 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow m Pressure (psi) @ Flow m (P ) (gpm) (P ) (gpm) Supply 85.3 223.7 16 447.9 Supply;Safety Pressure 76.8 210.5 7.5 447.9 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ftz) (gpm/psi1/2) (gpm/ft2) (gpm) (psi) (gprn/ftZ) (gpm) (psi) 101 Overhead 121 5.6 0.15 18.2 10.5 0.15 18.2 10.5 Sprinkler 102 Overhead 121 5.6 0.15 18.2 10.5 0.151 18.3 10.7 Sprinkler 103 Overhead 121 5.6 0.15 18.2 10.5 0.156 18.8 11.3 Sprinkler 104 Overhead 110 5.6 0.15 16.5 8.7 0.18 19.7 12.4 Sprinkler 105 Overhead 121 5.6 0.15 18.2 10.5 0.164 19.9 12.6 Sprinkler 106 Overhead 121 5.6 0.15 18.2 10.5 0.166 20 12.8 Sprinkler 107 Overhead 121 5.6 0.15 18.2 10.5 0.17 20.6 13.6 Sprinkler 108 Overhead 110 5.6 0.15 16.5 8.7 0.186 20.5 13.3 Sprinkler 109 Overhead 110 5.6 0.15 16.5 8.7 0.187 20.6 13.6 Sprinkler 110 Overhead 110 5.6 0.15 16.5 8.7 0.193 21.2 14.4 Sprinkler File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 6 Job:HYAK VENTURE T.I. Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Hgroup K-Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm/psiI/2 ft ft psi ft2 ft 101 HEAD 1 5.6 12 -852.51 Overhead Sprinkler 0 121 479.36 102 HEAD 5.6 12 -852.51 Overhead Sprinkler 0 121 468.36 103 HEAD 5.6 12 -852.51 Overhead Sprinkler 0 121 457.36 105 HEAD 5.6 12 -841.47 Overhead Sprinkler 10 121 479.36 104 HEAD 5.6 12 -852.51 Overhead Sprinkler 0 110 448.48 106 HEAD 5.6 12 -841.47 Overhead Sprinkler 0 121 468.36 107 HEAD 5.6 12 -841.47 Overhead Sprinkler 10 121 457.36 108 HEAD 5.6 12 -831.97 Overhead Sprinkler 0 110 479.36 109 HEAD 5.6 12 -831.97 Overhead Sprinkler 0 110 468.36 110 HEAD 5.6 12 -831.97 Overhead Sprinkler 0 110 457.36 0972 NODE 13.25 -852.51 Node bigt 0 479.36 0970 NODE 13.25 -852.51 Node bigt 0 468.36 0967 NODE 13.25 -852.51 Node bigt 0 457.36 0001 NODE 13.25 -852.51 Node bigt 0 448.48 0020 NODE 13.25 -841.47 Node bigt 0 479.36 0018 NODE 13.25 -841.47 Node bigt 0 468.36 0035 NODE 13.25 -831.97 Node bigt 0 479.36 0033 NODE 13.25 -831.97 Node bigt 0 468.36 0015 NODE 13.25 -841.47 Node bigt 0 457.36 0030 NODE 13.25 -831.97 Node bigt 0 457.36 0006 NODE 13.25 -852.51 Node bigt 0 430.69 0008 NODE 13.25 -841.47 Node bigt 0 430.69 0023 NODE 13.25 -831.97 Node bigt 0 430.69 0055 NODE 14.42 -741 Node bigt 0 422.52 0203 NODE 1 14.42 -741 Node bigt 0 419.61 File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:HYAK VENTURE T.I. Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Hgroup K-Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm/psi1/2 ft ft psi ftz ft 0204-0 NODE 7.99 -741 Node coupling 0 419.61 0204-I NODE 6.82 -741 Node coupling 0 419.61 0205-0 NODE 4.65 -741 Node coupling 0 419.61 0205-I NODE 3.69 -741 Node coupling 0 419.61 0208-0 NODE 2 -742.32 Node 0 421.44 0208-I NODE 2 -747.46 Node bigstd90 0 421.44 0212 NODE -289.92 Node coupling 0 0'S 487.51 w1 SUPPLY 0 -249.92 Supply 0 487.51 File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 8 Job:HYAK VENTURE T.I. Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Pipe Ref. Type Start End Size HWC Length Fittings Eq.Len. Total Len. Schedule ft ft ft 1126 Drop 0972 101 1 120 1.25 1(bigt-Br); 5 6.25 40 0996 Brline 0970 0972 1.25 120 11 1(bigt-Run); DF 0993 Brline 0967 0970 1.25 120 Ill 1(bigt-Run); DF 0990 Brline 0001 0967 1.25 120 8.88 1(bigt-Run); DF 0001 Brline 0006 0001 1.25 120 17.79 1(bigt-Run);1(bigt-Br); 10.11 27.9 DF 0008 Cmain 0008 0006 2 120 11.04 1(bigt-Run); DF 0024 Cmain 0023 0008 2 120 9.5 1(bigt-Run); DF 0067 Cmain 0055 0023 2 120 1103.79 1(bigt-Br);9(bigt-Run);5(bigstd90); 47.74 151.53 DF 0221 Cmain 0203 0055 6 120 2.92 1(bigt-Br); 31.81 34.73 10 0222 Cmain 0204-0 0203 8 120 6.43 1(coupling); 10 1128 VALVE 0204-I 0204-0 8 0 1.17 1 AV-1 Check 0223 Cmain 0205-0 0204-I 8 120 2.17 1(coupling); 10 1127 VALVE 0205-I 0205-0 8 0 0.96 Gate A2360 0226 Cmain 0208-0 0205-I 8 120 2.26 l(bigstd90); 16.37 18.63 10 1129 BFP 0208-I 0208-0 8 0 5.14 WILKINS 350A 0230 Cmain 0212 0208-I 8 120 10.25 (coupling);1(bigstd90);1(elbow.22 21.91 32.16 10 0234 Cmain W1 0212 10 140 48.5 3(bigstd90); 114.4 162.9 DI350 1125 Drop 0970 102 1 120 1.25 1(bigt-Br); 5 6.25 40 1124 Drop 0967 103 1 120 1.25 1(bigt-Br); 5 6.25 40 1005 Drop 0020 105 1 120 1.25 1(bigt-Br); 5 6.25 40 0021 Brline 0018 0020 1.25 120 11 1(bigt-Run); DF 0018 Brline 0015 0018 1.25 120 11 1(bigt-Run); DF 0009 Brline 0008 0015 1.25 120 26.67 2(bigt-Run);1(bigt-Br); 10.11 36.77 DF 1004 Drop 0018 106 1 120 1.25 1(bigt-Br); 5 6.25 40 1003 Drop 0015 107 1 120 1.25 1(bigt-Br); 5 6.25 40 0999 Drop 0001 104 1 120 1.25 1(bigt-Br); 5 6.25 40 1010 Drop 0035 108 1 120 1.25 1(bigt-Br); 5 6.25 40 0038 Brline 0033 0035 1.25 120 11 1(bigt-Run); DF 0035 Brline 10030 0033 1.25 120 11 1(bigt-Run); DF 0026 Brline 0023 0030 1.25 120 26.67 2(bigt-Run);1(bigt-Br); 10.11 36.77 DF 1009 Drop 0033 109 1 120 1.25 1(bigt-Br); 5 6.25 40 1008 Drop 0030 1110 1 120 1.25 1 1(bigt-Br); 5 16.25 140 File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:HYAK VENTURE T.I. Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Velocity ft/s 6.74 3.14 6.31 9.57 12.99 6.32 11.41 16.65 2 1.17 0 1.17 0 1.17 0 1.17 0.72 6.79 6.99 7.38 3.44 6.91 10.48 7.44 7.66 7.33 7.59 3.54 7.11 10.78 7.65 7.88 File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job name:HYAK VENTURE T.I Sheet iminbet: PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/z) (gpm) (in) VQ (ft) (Psi) (Psi) 101 12 5.6 18.2 1 lx(bigt-Br)=5 1.25 120 10.5 0972 13.25 18.2 1.049 5 0.1083 -0.5 6.25 0.7 0972 13.25 0 1.25 11 120 10.6 0970 13.25 18.2 1.536 0 0.0169 0 11 0.2 0970 13.25 18.3 1.25 11 120 10.8 0967 13.25 36.5 1.536 0 0.0615 0 11 1 0.7 0967 13.25 18.8 1.25 8.88 120 11.5 0001 13.25 55.3 1.536 0 0.1331 0 8.88 1.2 0001 13.25 19.7 1.25 lx(bigt-Br)=10.11 17.79 120 12.7 0006 13.25 75 1.536 10.11 0.2343 0 27.9 1 6.5 0006 13.25 0 2 11.04 120 19.2 0008 13.25 75 2.203 0 0.0405 0 11.04 0.4 0008 13.25 60.5 2 9.5 120 19.7 0023 13.25 135.6 2.203 0 0.121 0 9.5 1 1.1 0023 13.25 62.3 2 lx(bigt-Br)=13.64 103.79 120 20.8 0055 14.42 197.9 2.203 5x(bigstd90)=34.1 47.74 0.2437 -0.5 151.53 36.9 0055 14.42 0 6 lx(bigt-Br)=31.81 2.92 120 57.2 0203 14.42 197.9 6.357 31.81 0.0014 0 34.73 1 0.0 0203 14.42 0 8 6.43 120 57.3 0204-0 7.99 197.9 8.329 0 0.0004 2.8 6.43 0 0204-0 7.99 0 8 1.17 0 60.1 AV-1 Check 0204-I 6.82 197.9 0 0 0.0454 0.5 *** 1.17 0.1 0204-I 6.82 0 8 2.17 120 60.6 0205-0 4.65 197.9 8.329 0 0.0004 0.9 2.17 0 0205-0 4.65 0 8 0.96 0 61.6 Gate A2360 0205-I 3.69 197.9 0 0 0.1044 0.4 *** 0.96 0.1 0205-I 3.69 0 8 1x(bigstd90)=16.37 2.26 120 62.1 0208-0 2 197.9 8.329 16.37 0.0004 0.7 18.63 0 0208-0 2 0 8 5.14 0 62.8 WILKINS 0208-I 2 197.9 0 0 1.0335 0 350A 5.14 5.3 *** 0208-I 2 0 8 1x(bigstd90)=16.37 10.25 120 68.1 0212 0.5 197.9 8.329 lx(elbow.22.5)=5.54 21.91 0.0004 0.6 32.16 0.0 0212 0.5 0 10 3x(bigstd90)=114.4 48.5 140 68.8 W1 0 197.9 10.58 114.4 0.0001 0.2 162.9 0.0 102 12 5.6 18.3 1 ix(bigt-Br)=5 1.25 120 10.7 0970 13.25 18.3 1.049 5 0.11 -0.5 6.25 0.7 ©2006 National Fire Protection Association Page 11 Job name:HYAK VENTURE T.I. Sheet number: PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/Psis/x) Wpm) (in) (ft) (ft) (Psi) (Psi) 103 12 5.6 18.8 1 lx(bigt-Br)=5 1.25 120 11.3 0967 13.25 18.8 1.049 5 0.1161 -0.5 6.25 0.7 105 12 5.6 19.9 1 lx(bigt-Br)=5 1.25 120 12.6 0020 13.25 19.9 1.049 5 0.1282 -0.5 6.25 0.8 0020 13.25 0 1.25 11 120 12.9 0018 13.25 19.9 1.536 0 0.02 0 11 1 0.2 0018 13.25 20 1.25 11 120 13.1 0015 13.25 39.9 1.536 0 0.0728 0 11 0.8 0015 13.25 20.6 1.25 lx(bigt-Br)=10.11 26.67 120 13.9 0008 13.25 60.5 1.536 10.11 0.1574 0 36.77 1 5.8 106 12 5.6 20 1 lx(bigt-Br)=5 1.25 120 12.8 0018 13.25 20 1.049 5 0.1301 -0.5 6.25 0.8 107 12 5.6 20.6 1 lx(bigt-Br)=5 1.25 120 13.6 0015 13.25 20.6 1.049 5 0.1372 -0.5 6.25 1 0.9 104 12 5.6 19.7 1 lx(bigt-Br)=5 1.25 120 12.4 0001 13.25 19.7 1.049 5 0.1266 -0.5 6.25 0.8 108 12 5.6 20.5 1 lx(bigt-Br)=5 1.25 120 13.3 0035 13.25 20.5 1.049 5 0.1351 -0.5 6.25 0.8 0035 13.25 0 1.25 11 120 13.6 0033 13.25 20.5 1.536 0 0.0211 0 11 0.2 0033 13.25 20.6 1.25 11 120 13.9 0030 13.25 41.1 1.536 0 0.0767 0 11 0.8 0030 13.25 21.2 1.25 lx(bigt-Br)=10.11 26.67 120 14.7 0023 13.25 62.3 1.536 10.11 0.1659 0 36.77 6.1 109 12 5.6 20.6 1 lx(bigt-Br)=5 1.25 120 13.6 0033 13.25 20.6 1.049 5 0.1372 -0.5 6.25 0.9 110 12 5.6 21.2 1 lx(bigt-Br)=5 1.25 120 14.4 0030 13.25 21.2 1.049 5 0.1446 -0.5 6.25 0.9 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 12 Job:HYAK VENTURE T.I. Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 101 12 5.6 18.2 1 lx(bigt-Br)=5 1.25 120 10.5 0972 13.25 18.2 1.049 5 0.1083 -0.5 6.25 0.7 0972 13.25 0 1.25 11 120 10.6 0970 13.25 18.2 1.536 0 0.0169 0 11 1 0.2 0970 13.25 18.3 1.25 11 120 10.8 0967 13.25 36.5 1.536 0 0.0615 0 11 0.7 0967 13.25 18.8 1.25 8.88 120 11.5 0001 13.25 55.3 1.536 0 0.1331 0 8.88 1.2 0001 13.25 19.7 1.25 lx(bigt-Br)=10.11 17.79 120 12.7 0006 13.25 75 1.536 10.11 0.2343 0 27.9 6.5 0006 13.25 0 2 11.04 120 19.2 0008 13.25 75 2.203 0 0.0405 0 11.04 0.4 0008 13.25 60.5 2 9.5 120 19.7 0023 13.25 135.6 2.203 0 0.121 0 9.5 1.1 0023 13.25 62.3 2lx(bigt-Br)=13.64 103.79 120 20.8 0055 14.42 197.9 2.203 5x(bigstd90)=34.1 47.74 0.2437 -0.5 151.53 36.9 0055 14.42 0 6lx(bigt-Br)=31.81 2.92 120 57.2 0203 14.42 197.9 6.357 31.81 0.0014 0 34.73 0.0 0203 14.42 0 8 6.43 120 57.3 0204-0 7.99 197.9 8.329 0 0.0004 2.8 6.43 0 0204-0 7.99 0 8 1.17 0 60.1 AV-1 Check 0204-I 6.82 197.9 0 0 0.0454 0.5 *** 1.17 0.1 0204-I 6.82 0 8 2.17 120 60.6 0205-0 4.65 197.9 8.329 0 0.0004 0.9 2.17 0 0205-0 4.65 0 8 0.96 0 61.6 Gate A2360 0205-I 3.69 197.9 0 0 0.1044 0.4 *** 0.96 0.1 0205-I 3.69 0 8 1x(bigstd90)=16.37 2.26 120 62.1 0208-0 2 197.9 8.329 16.37 0.0004 0.7 18.63 0 0208-0 2 0 8 5.14 0 62.8 WILKINS 0208-I 2 197.9 0 0 1.0335 0 350A 5.14 5.3 *** 0208-I 2 0 8 1x(bigstd90)=16.37 10.25 120 68.1 0212 0.5 197.9 8.329 lx(elbow.22.5)=5.54 21.91 0.0004 0.6 32.161 1 0.0 File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 13 Job:HYAK VENTURE T.I Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0212 0.5 0 10 3x(bigstd90)=114.4 48.5 140 68.8 W1 0 197.9 10.58 114.4 0.0001 0.2 162.9 0.0 W 1 69 Path No: 2 102 12 5.6 18.3 1 1x(bigt-Br)=5 1.25 120 10.7 0970 13.25 18.3 1.049 5 0.11 -0.5 6.25 0.7 0970 10.8 Path No: 3 103 12 5.6 18.8 1 1x(bigt-Br)=5 1.25 120 11.3 0967 13.25 18.8 1.049 5 0.1161 -0.5 6.25 1 0.7 0967 11.5 Path No: 4 105 12 5.6 19.9 1 lx(bigt-Br)=5 1.25 120 12.6 0020 13.25 19.9 1.049 5 0.1282 -0.5 6.25 0.8 0020 13.25 0 1.25 11 120 12.9 0018 13.25 19.9 1.536 0 0.02 0 11 1 0.2 0018 13.25 20 1.25 11 120 13.1 0015 13.25 39.9 1.536 0 0.0728 0 11 0.8 0015 13.25 20.6 1.25 lx(bigt-Br)=10.11 26.67 120 13.9 0008 13.25 60.5 1.536 10.11 0.1574 0 36.77 1 5.8 0008 19.7 Path No: 5 106 12 5.6 20 1 lx(bigt-Br)=5 1.25 120 12.8 0018 13.25 20 1.049 5 0.1301 -0.5 6.25 0.8 0018 13.1 Path No: 6 107 12 5.6 20.6 1 1x(bigt-Br)=5 1.25 120 13.6 0015 13.25 20.6 1.049 5 0.1372 -0.5 6.25 0.9 0015 13.9 File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 14 Job:HYAK VENTURE T.I Hydraulic Calculations PIPE INFORMATION Path No: 7 104 12 5.6 19.7 1 lx(bigt-Br)=5 1.25 120 12.4 0001 13.25 19.7 1.049 5 0.1266 -0.5 6.25 0.8 0001 12.7 Path No: 8 108 12 5.6 20.5 1 lx(bigt-Br)=5 1.25 120 13.3 0035 13.25 20.5 1.049 5 0.1351 -0.5 6.25 0.8 0035 13.25 0 1.25 11 120 13.6 0033 13.25 20.5 1.536 0 0.0211 0 11 0.2 0033 13.25 20.6 1.25 11 120 13.9 0030 13.25 41.1 1.536 0 0.0767 0 11 0.8 0030 13.25 21.2 1.25 1x(bigt-Br)=10.11 26.67 120 14.7 0023 13.25 62.3 1.536 10.11 0.1659 0 36.771 1 6.1 0023 20.8 Path No: 9 109 12 5.6 20.6 1 lx(bigt-Br)=5 1.25 120 13.6 0033 13.25 20.6 1.049 5 0.1372 -0.5 6.25 0.9 0033 13.9 Path No: 10 110 12 5.6 21.2 1 1x(bigt-Br)=5 1.25 120 14.4 0030 13.25 21.2 1.049 5 0.1446 -0.5 6.25 0.9 0030 14.7 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 16.65 ft/s occurs in the following pipe(s): (0055-0023) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 02002-2012 Tyco Fire Protection Products Page 15 Job:HYAK VENTURE T.I. Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.:W1; Supply Name:W1 95 90 85 so 75 711 .y 65 Q. 611 lV 55 7 h 50 45 d 40 35 30 25 20 15 10 5 0 Flow,gpm Pressure Loss Function Design Area: 1; BFP Ref.: 1129 (WILKINS 350A, Size = 8); Inlet Node: 0208-I; Outlet Node: 0208-0 6.81 s.x1 5.3psi@197.9913m .N Q. 4.81 3 d 3.81 4) a 2,81 1.81 0.81 0 0 0 0 0 0 0 0 0 N N Flow,gpm File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 16 Job :HYAK VENTURE T.I. Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 1127 (Gate A2360, Size = 8); Inlet Node: 0205-I; Outlet Node: 0205-0 Q 0 831 7 W (p i a 0.331 0.1 psi @ 197.9 gpm 0 0 0 0o co 0 O Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 1128 (AV-1 Check, Size = 8); Inlet Node: 0204-I; Outlet Node: 0204-0 2.085 .y G. 1.585 N 7 N N! d d 1085 0.585 0.1 psi @ 197.9 gpm 0.085 0 0 0 0 0 0 T M O D O Flow,gpm File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 17 r I r _ § m I � ) w \ U) mV ) � , Cl 22 y m IE a ® k z \ n k a) / � B CL— co m a 2 ) 2 ) # • 0 # f $ ] « \ 0 $ c ¥ $ § 0 ) o ° I § OD < \ CL / � u t � § \ LL 0 2 2 ; �w 4) � � � 2w � | k » ■ 2 § Sk rl� \ \ U m � � � Cl) / / y o , 2 . z $ ' � r \ � K k � � •§ � � \ \ .L) % 2 o aC6 e o' § 2 �2�� � � » � j \ 777em \ � E« E k%M� 1� « th / E k 0 5 \ k@ \ � � 3 §> u G � .. / � , � e � c &§ \ % az @ \ / D HYDRAULIC CALCULATIONS for Job Information Project Name:HYAK VENTURE T.I. Contract No. : City: ARLINGTON, WA 98223 Project Location: 17727 59TH AVE NE#12 Date:8/3/2016 Contractor Information Name of Contractor: Address: City: Phone Number: E-mail: Name of Designer: Authority Having Jurisdiction: Design Remote Area Name 2 Remote Area Location Northwest Corner Concealed Heads Occupancy Classification LH Density(gpm/ft2) 0.103 Area of Application(ft2) 1000 Coverage per Sprinkler(ft2) 117 Number of Calculated Sprinklers 10 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 227.2 Required Pressure at Source(psi) 40.1 Type of System Wet Volume-Entire System (gal) 324.3 gal Water Supply Information Date MM/DD/YYYY Location SITE Source W 1 Notes Adjusted for QR heads and 12'ceilings File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 2 4) a 00 N N N N J J d N v _a za m 3 v J Q a N 2D C m = D o (L •� Y o (D ,E Q ) M (� CR d _0) LL CIO r N L > d N � O E > N M .N t E T L CL a 0 O :3 U ui iL H LU m D H Z LU > fD Y . 0 _ M tb 0 (d Job:HYAK VENTURE T.I. Hydraulic Analysis for : 2 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 85.4 2856 74.6 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) (gpm)Pressure ( Pressure (gpm) (psi) (psi) (psi) W1 85.4 74.6 2856 85.4 227.2 40.1 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) ------------------------------------------------------------------------------------ Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 127.2 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ------------------------------------------------------------------------------------ Total Sprinkler Flow(gpm) 127.2 Other Required Margin of Safety(%) 10 W1 -Pressure(psi) 40.1 W1 -Flow(gpm) 127.2 Demand w/o System Pump(s) N/A File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 4 LO r O (1) I j O a Lco N I I I N C0 O 2 7 O Q p � N m 3 v .J a c co m N N O cn o E Y a Q p N a MCD N U j cq a` o � 3 YLL C N 0 } H Q LL N N O N C N •� > N � a tY0 O T L t Ol 2 : U�+ 3 a (n o hi L O O O ^� T r� V, cc � 1 1 O > 00 (DD M d• cM N O co co isd `aanssaad ro 0 Job:HYAK VENTURE T.I Hydraulic Analysis for : 2 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 85.4 S2 Supply point#2-Residual 2856 74.6 D1 Elevation Pressure 0 5.7 D2 System Demand 127.2 40.1 D3 I System Demand+Add.Cut.Hose 227.2 40.1 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 85.3 200.2 45.2 227.2 Supply;Safety Pressure 76.8 188.3 36.6 227.2 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi/2) (gpm/ft2) (gpm) (psi) (gpm/ftz) (gpm) (psi) 201 Overhead 117 4.2 0.1 11.7 8.2 0.103 12 8.2 Sprinkler 202 Overhead 117 4.2 0.1 11.7 8.2 0.103 12.1 8.2 Sprinkler 203 Overhead 117 4.2 0.1 11.7 8.2 0.105 12.3 8.5 Sprinkler 204 Overhead 117 4.2 0.1 11.7 8.2 0.108 12.7 9.1 Sprinkler 205 Overhead 117 4.2 0.1 11.7 8.2 0.109 12.8 9.3 Sprinkler 206 Overhead 117 4.2 0.1 11.7 8.2 0.11 12.8 9.3 Sprinkler 207 Overhead 117 4.2 0.1 11.7 8.2 0.112 13.1 9.7 Sprinkler 208 Overhead 117 4.2 0.1 11.7 8.2 0.112 13 9.7 Sprinkler 209 Overhead 107 4.2 0.1 10.7 8.2 0.123 13.1 9.7 Sprinkler 210 Overhead 100 4.2 0.1 10 8.2 0.134 13.4 10.1 Sprinkler File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 6 Job:HYAK VENTURE T.I. Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Hgroup K-Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm/psi1/2 ft ft psi ft2 ft 201 HEAD 4.2 13.25 -852.51 Overhead Sprinkler 0 117 477.85 202 HEAD 4.2 13.25 -852.51 Overhead Sprinkler 10 117 467.17 203 HEAD 4.2 13.25 -852.51 Overhead Sprinkler 0 117 456.47 204 HEAD 4.2 13.25 -852.51 Overhead Sprinkler 0 117 447.25 205 HEAD 4.2 13.25 -841.47 Overhead Sprinkler 0 117 477.85 206 HEAD 4.2 13.25 -841.47 Overhead Sprinkler 0 117 467.17 208 HEAD 4.2 13.25 -831.97 Overhead Sprinkler 0 117 477.85 207 HEAD 4.2 13.25 -841.47 Overhead Sprinkler 0 117 456.47 209 HEAD 4.2 13.25 -831.97 Overhead Sprinkler 0 107 467.17 210 HEAD 4.2 13.25 -831.97 Overhead Sprinkler 0 100 456.47 0006 NODE 13.25 -852.51 Node bigt 0 430.69 0008 NODE 13.25 -841.47 Node bigt 0 430.69 0023 NODE 13.25 -831.97 Node bigt 0 430.69 0055 NODE 14.42 -741 Node bigt 0 422.52 0203 NODE 14.42 -741 Node bigt 0 419.61 0204-0 NODE 7.99 -741 Node coupling 0 419.61 0204-I NODE 6.82 -741 Node coupling 0 419.61 0205-0 NODE 4.65 -741 Node coupling 0 419.61 0205-I NODE 3.69 -741 Node coupling 0 419.61 0208-0 NODE 2 -742.32 Node 0 421.44 0208-I NODE 2 -747.46 Node bigstc1901 0 421.44 0212 NODE -289.92 Node coupling 0 0'S 487.51 W1 SUPPLY 0 -249.92 Supply 0 487.51 File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:HYAK VENTURE T.I Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Pipe Ref. Type Start End Size HWC Length Fittings Eq.Len. Total Len. Schedule ft ft ft 0994 Brline 202 201 1.25 120 10.69 1(bigt-Run); DF 0992 Brline 203 202 1.25 120 10.7 1(bigt-Run); DF 0989 Brline 204 203 1.25 120 9.22 1(bigt-Run); DF 0001 Brline 0006 204 1.25 120 16.56 1(bigt-Run);1(bigt-Br); 10.11 26.67 DF 0007 Cmain 0008 0006 2 120 11.04 1(bigt-Run); DF 0023 Cmain 0023 0008 2 120 9.5 1(bigt-Run); DF 0066 Cmain 0055 0023 2 120 103.79 1(bigt-Br);9(bigt-Run);5(bigstd90); 47.74 151.53 DF 0220 Cmain 0203 0055 6 120 2.92 1(bigt-Br); 31.81 34.73 10 0221 Cmain 0204-0 0203 8 120 6.43 1(coupling); 10 1128 VALVE 0204-I 0204-0 8 0 11.17 AV-1 Check 0222 Cmain 0205-0 0204-I 8 120 2.17 1(coupling); 10 1127 VALVE 0205-I 0205-0 8 0 0.96 Gate A2360 0225 Cmain 0208-0 0205-I 8 120 2.26 l(bigstd90); 16.37 18.63 10 1129 BFP 0208-I 0208-0 8 0 5.14 WILKINS 350A 0229 Cmain 0212 0208-I 8 120 10.25 (coupling);1(bigstd90);1(elbow.22 21.91 32.16 10 0233 Cmain W1 0212 10 140 48.5 3(bigstd90); 114.4 162.9 DI350 0018 Brline 206 205 1.25 120 10.69 1(bigt-Run); DF 0016 Brline 207 206 1.25 120 10.7 1(bigt-Run); DF 0008 Brline 0008 207 1.25 120 25.78 2(bigt-Run);1(bigt-Br); 10.11 35.89 DF 0035 Brline 209 208 1.25 120 10.69 1(bigt-Run); DF 0033 Brline 210 209 1.25 120 10.7 1(bigt-Run); DF 0025 Brline 0023 210 1.25 120 25.78 2(bigt-Run);1(bigt-Br); 10.11 35.89 DF File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 8 Job:HYAK VENTURE T.I. Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Velocity ft/s 2.08 4.17 6.29 8.49 4.13 7.38 10.71 1.29 0.75 0 0.75 0 0.75 0 0.75 0.46 2.21 4.44 6.7 2.26 4.53 6.84 File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job name:HYAK VENTURE T.I. Sheet number: PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psih) (gpm) (in) (ft) (ft) (psi) (psi) 201 13.25 4.2 12 1.25 10.69 120 8.2 202 13.25 4.2 12 1.536 0 0.0079 0 10.69 0.1 202 13.25 4.2 12.1 1.25 10.7 120 8.2 203 13.25 4.2 24.1 1.536 0 0.0285 0 10.7 0.3 203 13.25 4.2 12.3 1.25 9.22 120 8.5 204 13.25 4.2 36.3 1.536 0 0.0612 0 9.22 1 0.6 204 13.25 4.2 12.7 1.25 1x(bigt-Br)=10.11 16.56 120 9.1 0006 13.25 49 1.536 10.11 0.1065 0 26.67 2.8 0006 13.25 0 2 11.04 120 12 0008 13.25 49 2.203 0 0.0184 0 11.04 1 0.2 0008 13.25 38.7 2 9.5 120 12.2 0023 13.25 87.7 2.203 0 0.054 0 9.5 0.5 0023 13.25 39.5 2 lx(bigt-Br)=13.64 103.79 120 12.7 0055 14.42 127.2 2.203 5x(bigstd90)=34.1 47.74 0.1076 -0.5 151.53 1 16.3 0055 14.42 0 6 lx(bigt-Br)=31.81 2.92 120 28.5 0203 14.42 127.2 6.357 31.81 0.0006 0 34.73 0.0 0203 14.42 0 8 6.43 120 28.5 0204-0 7.99 127.2 8.329 0 0.0002 2.8 6.43 1 0 0204-0 7.99 0 8 1.17 0 31.3 AV-1 Check 0204-I 6.82 127.2 0 0 0.0291 0.5 *** 1.17 0.0 0204-I 6.82 0 8 2.17 120 31.8 0205-0 4.65 127.2 8.329 0 0.0002 0.9 2.17 0 0205-0 4.65 0 8 0.96 0 32.7 Gate A2360 0205-I 3.69 127.2 0 0 0.1044 0.4 *** 0.96 0.1 0205-I 3.69 0 8 lx(bigstd90)=16.37 2.26 120 33.3 0208-0 2 127.2 8.329 16.37 0.0002 0.7 18.63 0 0208-0 2 0 8 5.14 0 34 WILKINS 0208-I 2 127.2 0 0 1.023 0 350A 5.14 5.3 *** 0208-I 2 0 8 1x(bigstd90)=16.37 10.25 120 39.3 0212 0.5 127.2 8.329 1x(elbow.22.5)=5.54 21.91 0.0002 0.6 32.16 1 0 0212 0.5 0 10 3x(bigstd90)=114.4 48.5 140 39.9 W1 0 127.2 10.58 114.4 0.0000 0.2 162.9 0 205 13.25 4.2 12.8 1.25 10.69 120 9.3 206 13.25 4.2 12.8 1.536 0 0.0088 0 10.691 1 0.1 206 13.25 4.2 12.8 1.25 10.7 120 9.3 207 13.25 4.2 25.6 1.536 0 0.032 0 10.7 0.3 ©2006 National Fire Protection Association Page 10 Job name:HYAK VENTURE T.I. Sheet number: PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) 207 13.25 4.2 13.1 1.25 1x(bigt-Br)=10.11 25.78 120 9.7 0008 13.25 38.7 1.536 10.11 0.0687 0 35.89 2.5 208 13.25 4.2 13 1.25 10.69 120 9.7 209 13.25 4.2 13 1.536 0 0.0092 0 10.69 0.1 209 13.25 4.2 13.1 1.25 10.7 120 9.7 210 13.25 4.2 26.2 1.536 0 0.0333 0 10.7 0.4 210 13.25 4.2 13.4 1.25 1x(bigt-Br)=10.11 25.78 120 10.1 0023 13.25 39.5 1.536 10.11 0.0714 0 35.891 1 2.6 * Discharge shown for flowing nodes only 0 2006 National Fire Protection Association Page 11 Job:HYAK VENTURE T.I Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 201 13.25 4.2 12 1.25 10.69 120 8.2 202 13.25 4.2 12 1.536 0 0.0079 0 10.69 0.1 202 13.25 4.2 12.1 1.25 10.7 120 8.2 203 13.25 4.2 24.1 1.536 0 0.0285 0 10.7 1 0.3 203 13.25 4.2 12.3 1.25 9.22 120 8.5 204 13.25 4.2 36.3 1.536 0 0.0612 0 9.22 0.6 204 13.25 4.2 12.7 1.25 lx(bigt-Br)=10.11 16.56 120 9.1 0006 13.25 49 1.536 10.11 0.1065 0 26.67 1 2.8 0006 13.25 0 2 11.04 120 12 0008 13.25 49 2.203 0 0.0184 0 11.04 0.2 0008 13.25 38.7 2 9.5 120 12.2 0023 13.25 87.7 2.203 0 0.054 0 9.5 1 0.5 0023 13.25 39.5 2 lx(bigt-Br)=13.64 103.79 120 12.7 0055 14.42 127.2 2.203 5x(bigstd90)=34.1 47.74 0.1076 -0.5 151.53 16.3 0055 14.42 0 6 lx(bigt-Br)=31.81 2.92 120 28.5 0203 14.42 127.2 6.357 31.81 0.0006 0 34.73 1 0.0 0203 14.42 0 8 6.43 120 28.5 0204-0 7.99 127.2 8.329 0 0.0002 2.8 6.43 0 0204-0 7.99 0 8 1.17 0 31.3 AV-1 Check 0204-I 6.82 127.2 0 0 0.0291 0.5 *** 1.17 1 0.0 0204-I 6.82 0 8 2.17 120 31.8 0205-0 4.65 127.2 8.329 0 0.0002 0.9 2.17 0 0205-0 4.65 0 8 0.96 0 32.7 Gate A2360 0205-I 3.69 127.2 0 0 0.1044 0.4 *** 0.96 1 0.1 0205-I 3.69 0 8 1x(bigstd90)=16.37 2.26 120 33.3 0208-0 2 127.2 8.329 16.37 0.0002 0.7 18.63 0 0208-0 2 0 8 5.14 0 34 WILKINS 0208-I 2 127.2 0 0 1.023 0 350A 5.14 5.3 *** 0208-I 2 0 8 1x(bigstd90)=16.37 10.25 120 39.3 0212 0.5 127.2 8.329 lx(elbow.22.5)=5.54 21.91 0.0002 0.6 32.16 0 0212 0.5 0 10 3x(bigstd90)=114.4 48.5 140 39.9 W1 0 127.2 10.58 114.4 0.0000 0.2 162.9 0 W 1 40.1 File:C:\dwg\burns\hyak venture\HYAK T.l.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 12 Job:HYAK VENTURE T.I- Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 205 13.25 4.2 12.8 1.25 10.69 120 9.3 206 13.25 4.2 12.8 1.536 0 0.0088 0 10.69 0.1 206 13.25 4.2 12.8 1.25 10.7 120 9.3 207 13.25 4.2 25.6 1.536 0 0.032 0 10.7 0.3 207 13.25 4.2 13.1 1.25 lx(bigt-Br)=10.11 25.78 120 9.7 0008 13.25 38.7 1.536 10.11 0.0687 0 35.89 2.5 [oo 0_8 12.2 Path No: 3 208 13.25 4.2 13 1.25 10.69 120 9.7 209 13.25 4.2 13 1.536 0 0.0092 0 10.69 0.1 209 13.25 4.2 13.1 1.25 10.7 120 9.7 210 13.25 4.2 26.2 1.536 0 0.0333 0 10.71 1 0.4 210 13.25 4.2 13.4 1.25 1x(bigt-Br)=10.11 25.78 120 10.1 0023 13.25 39.5 1.536 10.11 0.0714 0 35.89 2.6 0023 12.7 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 10.71 ft/s occurs in the following pipe(s): (0055-0023) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 13 Job:HYAK VENTURE T.I Device Graphs Pressure vs. Flow Function Design Area: 2; Supply Ref.:W1; Supply Name:W1 95- 90 85 80 75 70 65 Q 60- 55 7 H S0 i 45 IL 40 35 30 25 20 15 10 5 01 o 0 0 o S o o Flow,gpm Pressure Loss Function Design Area: 2; BFP Ref.: 1129 (WILKINS 350A, Size = 8); Inlet Node: 0208-I; Outlet Node: 0208-0 6.81 5.81 5.3 psi @127.2gpm r U! G. 4.81 7 3.81 i a 2.81 1.81 0.81 Flow,gpm File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 14 Job:HYAK VENTURE T.I. Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 1127 (Gate A2360, Size = 8); Inlet Node: 0205-I; Outlet Node: 0205-0 Q 0 831 01 L N N N i a 0 331 0.1 psi @ 127.2 gpm 0 0 0 0 0 0 N 7 � 0 Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 1128 (AV-1 Check, Size = 8); Inlet Node: 0204-I; Outlet Node: 0204-0 2.085 .y CL 1585 N i 7 rn W d IL 1.085 0.585 0.0 psi @ 127.2 gpm 0.085 0 0 0 0 0 0 T M O D O Flow,gpm File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 15 r r _ c L. § w Z m (j) � ) o ^ \V uw ` J ( 2 Ln �E m - k w > / / g § ; . / 00 \ m a < § a / ) § / §\ \ ) 0 j � k \ ° , [ � \ \ - co < ■ C � , a 2 ƒ ƒ UK § � \ \ = \ - ■ ■ _ d � �� W � w Q $ cq » a ■ , \ A ( ` m y 2 z0i � � \ \ \ cl § § 0 ) o ' � § � �C R / f § 2 ° o' � � Ugq } �2 \ \ gib M _ « $ UL ��2� } � � w MCD0-� � § � 16 OC14 CIO m c E k o 3 § k� \ � 0ro 3 ®� E w u ± \ 7 � mv ! .. � « ■ c ) k c gi j o a \ cm 7 HYDRAULIC CALCULATIONS for Job Information Project Name:HYAK VENTURE T.I. Contract No. : City: ARLINGTON, WA 98223 Project Location: 17727 59TH AVE NE#12 Date:8/3/2016 Contractor Information Name of Contractor: Address: City: Phone Number: E-mail: Name of Designer: Authority Having Jurisdiction: Design Remote Area Name 3 Remote Area Location SOUTH END OF NEW CONSTRUCTION Occupancy Classification OH 1 Density(gpm/ft2) 0.15 Area of Application(ft2) 945 Coverage per Sprinkler(ft2) 105.38 Number of Calculated Sprinklers 10 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 250 Total Water Required(incl.Hose Streams)(gpm) 417.9 Required Pressure at Source(psi) 57.8 Type of System Wet Volume-Entire System (gal) 2046 gal Water Supply Information Date MM/DD/YYYY Location SITE Source W 1 Notes Adjusted for QR heads and 12'ceilings File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 2 Cl) N m a r 00 i6 fq J J N N za rn 3 v _1 Q a � c") m • � U a Cc •� Y o N E d a�•- LL o 2 S E d o U Ica N_ r cm L 0 G a.+ 0 O v U ui ii W Cc Z W Y o CO 2 � 15 a N Job:HYAK VENTURE T.I Hydraulic Analysis for : 3 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W 1 Flow(gpm) Pressure(psi) 0 85.4 2856 74.6 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source Pressure Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) W 1 85.4 74.6 2856 85.3 417.9 57.8 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 250 Other(custom defined) Hose Flow(gpm) .................................................................................... Total Hose Flow(gpm) 250 Sprinklers Ovehead Sprinkler Flow(gpm) 167.9 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 .................................................................................... Total Sprinkler Flow(gpm) 167.9 Other Required Margin of Safety(%) 10 W 1 Pressure(psi) 57.8 W 1 Flow(gpm) 167.9 Demand w/o System Pump(s) N/A File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 4 LO r i O ii I O M M o_ N N y O 2 O O a LO N i 3 J c c C L N C m � M N > p U o i E }CD E a fn ice. M y >, o �y � CL A OD 3 � LL (� O Q 0 Q N I,L = a v (n N .(� CD D L L N � 2 E Cl) 9 C) �+ 3 d Q U Cn O °' LO T O O O T a Q p o Z > 000 t- D LO It cM N 0 c2 Y rp = CM isd `ainssaad o Job:HYAK VENTURE T.I. Hydraulic Analysis for : 3 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 85.4 S2 Supply point#2-Residual 2856 74.6 D1 Elevation Pressure 0 5.2 D2 System Demand 167.9 57.8 D3 System Demand+Add.Out.Hose 417.9 57.8 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 85.3 210.8 27.3 417.9 Supply;Safety Pressure 76.8 198.3 18.8 417.9 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ftz) (gpm/psis/z) (gpm/ftz) (gpm) (psi) (gpm/ftz) (gpm) (psi) 301 Overhead 105.38 5.6 0.15 15.8 8 0.162 17.1 9.3 Sprinkler 302 Overhead 105.38 5.6 0.15 15.8 8 0.175 18.5 10.9 Sprinkler 303 Overhead 105.38 5.6 0.15 15.8 8 0.15 15.8 8 Sprinkler 304 Overhead 105.38 5.6 0.15 15.8 8 0.151 15.9 8.1 Sprinkler 305 Overhead 105.38 5.6 0.15 15.8 8 0.155 16.3 8.5 Sprinkler 306 Overhead 105.38 5.6 0.15 15.8 8 0.163 17.2 9.4 Sprinkler 307 Overhead 105.38 5.6 0.15 15.8 8 0.176 18.5 10.9 Sprinkler 308 Overhead 105.38 5.6 0.15 15.8 8 0.152 16 8.2 Sprinkler 309 Overhead 105.38 5.6 0.15 15.8 8 0.153 16.1 8.3 Sprinkler 310 Overhead 105.38 5.6 0.15 15.8 8 0.157 16.5 8.7 Sprinkler File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:HYAK VENTURE T.I. Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Hgroup K-Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm/psiI/z ft ft psi ftz ft 303 HEAD 5.6 12 -825.78 Overhead Sprinkler 0 105.38 327.06 304 HEAD 5.6 12 -825.78 Overhead Sprinkler 0 105.38 336.06 308 HEAD 5.6 12 -812.78 Overhead Sprinkler 0 105.38 327.06 309 HEAD 5.6 12 -812.78 Overhead Sprinkler 0 105.38 336.06 305 HEAD 5.6 12 -825.78 Overhead Sprinkler 10 105.38 345.06 310 HEAD 5.6 12 -812.78 Overhead Sprinkler 0 105.38 345.06 301 HEAD 5.6 12 -826.63 Overhead Sprinkler 0 105.38 351.65 306 HEAD 5.6 12 -813.72 Overhead Sprinkler 10 105.38 351.65 302 HEAD 5.6 12 -826.63 Overhead Sprinkler 0 105.38 360.65 307 HEAD 5.6 12 -813.72 Overhead Sprinkler 0 105.38 360.65 0004 NODE 13.25 -826.63 Node bigt 0 327.06 0007 NODE 13.25 -826.63 Node bigt 0 336.06 1068 NODE 13.25 -813.88 Node bigt 0 327.06 1067 NODE 13.25 -813.88 Node bigt 0 336.06 0011 NODE 13.25 -826.63 Node bigt 0 345.06 1064 NODE 13.25 -813.88 Node bigt 0 345.06 0013 NODE 13.25 -826.63 Node bigt 0 351.65 1062 NODE 13.25 -813.88 Node bigt 0 351.65 0022 NODE 13.25 -826.63 Node bigt 0 360.65 1059 NODE 13.25 -813.88 Node bigt 0 360.65 0043 NODE 12 -826.63 Node bigt 0 414.19 0045 NODE -813.88 Node bigt 0 12 414.19 0073 NODE 16.07 -764.21 Node bigt 0 414.19 0157 NODE 16.03 -838.38 Node bigt 0 398.25 0191 NODE 15.25 -741 Node bigstd90 0 399.54 File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:HYAK VENTURE T.I Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Hgroup K-Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm/psis/2 ft ft psi ft2 ft 0204-0 NODE 7.99 -741 Node coupling 0 419.61 0204-I NODE 6.82 -741 Node coupling 0 419.61 0205-0 NODE 4.65 -741 Node coupling 0 419.61 0205-I NODE 3.69 -741 Node coupling 0 419.61 0208-0 NODE 2 -742.32 Node 10 421.44 0208-I NODE 2 -747.46 Node bigstd90 0 421.44 0212 NODE -289.92 Node coupling 0 0'S 487.51 W1 SUPPLY 0 -249.92 Supply 1 0 487.51 File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 8 Job:HYAK VENTURE T.I Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Pipe Ref. Type Start End Size HWC Length Fittings Eq.Len. Total Len. Schedule ft ft ft 0001 Brline 0004 303 1 120 2.1 1(bigt-Br);1(bigstc190); 7 9.1 40 0003 Brline 0007 0004 1.25 120 9 1(bigt-Run); DF 0004 Brline 0011 0007 1.25 120 9 1(bigt-Run); DF 0006 Brline 0013 0011 1.25 120 6.58 1(bigt-Run); DF 0008 Brline 0022 0013 1.25 120 9 1(bigt-Run); DF 0020 Brline 0043 0022 1.25 120 54.79 1(bigt-Br);5(bigt-Run);1(bigstd90); 15.16 69.95 DF 0022 Cmain 0045 0043 2 120 12.75 1(bigt-Run); DF 0046 Cmain 0073 0045 2 120 53.74 2(bigt-Br);3(bigt-Run); 27.28 81.02 DF 0094 Cmain 0157 0073 8 120 497.99 4 (bigt-Run);1(bigt-Br);10(bigstd9 206.81 704.8 10 0161 Cmain 0191 0157 8 120 102 6(bigstd90); 79.8 181.8 40 0530 Cmain 0204-0 0191 8 120 27.32 1(coupling);1(bigt-Run);1(bigstd90 16.37 43.7 10 1128 VALVE 0204-I 0204-0 8 0 1.17 AV-1 Check 0531 Cmain 0205-0 0204-I 8 120 2.17 1(coupling); 10 1127 VALVE 0205-I 0205-0 8 0 0.96 Gate A2360 0534 Cmain 0208-0 0205-I 8 120 2.26 l(bigstd90); 16.37 18.63 10 1129 BFP 0208-I 0208-0 8 0 5.14 WILKINS 350A 0538 Cmain 0212 0208-I 8 120 10.25 (coupling);1(bigstd90);1(elbow.22 21.91 32.16 10 0542 Cmain W1 0212 10 140 148.5 3(bigstd90); 114.4 162.9 DI350 0998 Brline 0007 304 1 120 2.1 1(bigt-Br);1(bigstd90); 7 9.1 40 0987 Brline 1068 308 1 120 2.35 1(bigt-Br);1(bigstd90); 7 9.35 40 0985 Brline 1067 1068 1.25 120 9 1(bigt-Run); DF 0983 Brline 1064 1067 1.25 120 9 1(bigt-Run); DF 0981 Brline 1062 1064 1.25 120 6.58 1(bigt-Run); DF 0980 Brline 1059 1062 1.25 120 19 1(bigt-Run); DF 0968 Brline 0045 1059 1.25 120 54.79 1(bigt-Br);5(bigt-Run);l(bigstd90); 15.16 69.95 DF 0988 Brline 1067 309 1 120 2.35 1(bigt-Br);l(bigstd90); 7 9.35 40 0997 Brline 0011 305 1 120 2.1 1(bigt-Br);l(bigstd90); 7 9.1 40 0989 Brline 1064 310 1 120 2.35 1(bigt-Br);1(bigstd90); 7 9.35 40 1000 Drop 0013 301 1 120 1.25 1(bigt-Br); 5 6.25 40 0990 Brline 1062 306 1 120 1.42 1(bigt-Br);1(bigstc19O); 7 8.42 40 1001 Drop 0022 302 1 120 1.25 1(bigt-Br); 5 6.25 40 0991 Brline 1059 307 1 120 1.42 1(bigt-Br);1(bigstc19O); 7 8.42 40 File:C:\dwg\burns\hyak venture\HYAK T.I.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:HYAK VENTURE T.I. Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Velocity ft/s 5.87 2.74 5.49 8.31 11.28 14.48 7.04 14.14 0.99 1.08 0.99 0 0.99 0 0.99 0 0.99 0.61 5.91 5.94 2.77 5.56 8.42 11.39 14.6 5.98 6.05 6.13 6.35 6.38 6.86 6.87 File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 10 Job name:HYAK VENTURE T.I. Sheet number: PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psil/z) (gpm) (in) (ft) (ft) (psi) (psi) 303 12 5.6 15.8 1 lx(bigt-Br)=5 2.1 120 8 0004 13.25 15.8 1.0491x(bigstd90)=2 7 0.0839 -0.5 9.1 0.8 0004 13.25 0 1.25 9 120 8.2 0007 13.25 15.8 1.536 0 0.0131 0 9 0.1 0007 13.25 15.9 1.25 9 120 8.3 0011 13.25 31.7 1.536 0 0.0476 0 9 0.4 0011 13.25 16.3 1.25 6.58 120 8.7 0013 13.25 48 1.536 0 0.1025 0 6.58 0.7 0013 13.25 17.1 1.25 9 120 9.4 0022 13.25 65.1 1.536 0 0.1803 0 9 1.6 0022 13.25 18.5 1.25 lx(bigt-Br)=10.11 54.79 120 11 0043 12 83.6 1.5361x(bigstd90)=5.05 15.16 0.2862 0.5 69.95 20 0043 12 0 2 12.75 120 31.6 0045 12 83.6 2.203 0 0.0494 0 12.75 1 0.6 0045 12 84.3 2 2x(bigt-Br)=27.28 53.74 120 32.2 0073 16.07 167.9 2.203 27.28 0.1799 -1.8 81.02 14.6 0073 16.07 0 8lx(bigt-Br)=43.09 497.99 120 45 0157 16.03 167.9 8.32910x(bigstd90)=163.73 206.81 0.0003 0.0 704.8 0.2 0157 16.03 0 8 6x(bigstd90)=79.8 102 120 45.3 0191 15.25 167.9 7.981 79.8 0.0003 0.3 181.8 0.1 0191 15.25 0 81x(bigstd90)=16.37 27.32 120 45.7 0204-0 7.99 167.9 8.329 16.37 0.0003 3.1 43.7 0.0 0204-0 7.99 0 8 1.17 0 48.8 AV-1 Check 0204-I 6.82 167.9 0 0 0.0385 0.5 *** 1.17 0.0 0204-I 6.82 0 8 2.17 120 49.4 0205-0 4.65 167.9 8.329 0 0.0003 0.9 2.17 0 0205-0 4.65 0 8 0.96 0 50.3 Gate A2360 0205-I 3.69 167.9 0 0 0.1044 0.4 *** 0.96 0.1 0205-I 3.69 0 8 1x(bigstd90)=16.37 2.26 120 50.8 0208-0 2 167.9 8.329 16.37 0.0003 0.7 18.63 0 0208-0 2 0 8 5.14 0 51.6 WILKINS 0208-I 2 167.9 0 0 1.0463 0 350A 5.14 5.4 *** 0208-I 2 0 8 1x(bigstd90)=16.37 10.25 120 56.9 0212 0.5 167.9 8.329 lx(elbow.22.5)=5.54 21.91 0.0003 0.6 32.16 0 0212 0.5 0 10 3x(bigstd90)=114.4 48.5 140 57.6 W1 0 167.09 10.58 114.4 0.0001 0.2 162.9 0.0 ©2006 National Fire Protection Association Page 11 Job name:HYAK VENTURE T.I Sheet number: PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psis/z) Wpm) (in) (ft) (ft) (psi) (psi) 304 12 5.6 15.9 1 lx(bigt-Br)=5 2.1 120 8.1 0007 13.25 15.9 1.049 1x(bigstd90)=2 7 0.0849 -0.5 9.1 0.8 308 12 5.6 16 1 lx(bigt-Br)=5 2.35 120 8.2 1068 13.25 16 1.049 1x(bigstd90)=2 7 0.0859 -0.5 9.35 0.8 1068 13.25 0 1.25 9 120 8.4 1067 13.25 16 1.536 0 0.0134 0 9 1 0.1 1067 13.25 16.1 1.25 9 120 8.6 1064 13.25 32.1 1.536 0 0.0487 0 9 0.4 1064 13.25 16.5 1.25 6.58 120 9 1062 13.25 48.6 1.536 0 0.105 0 6.58 0.7 1062 13.25 17.2 1.25 9 120 9.7 1059 13.25 65.8 1.536 0 0.1838 0 9 1.7 1059 13.25 18.5 1.25 lx(bigt-Br)=10.11 54.79 120 11.3 0045 12 84.3 1.536 1x(bigstd90)=5.05 15.16 0.2909 0.5 69.95 1 20.3 309 12 5.6 16.1 1 lx(bigt-Br)=5 2.35 120 8.3 1067 13.25 16.1 1.049 1x(bigstd90)=2 7 0.087 -0.5 9.35 0.8 305 12 5.6 16.3 1 lx(bigt-Br)=5 2.1 120 8.5 0011 13.25 16.3 1.049 1x(bigstd90)=2 7 0.0887 -0.5 9.1 0.8 310 12 5.6 16.5 1 lx(bigt-Br)=5 2.35 120 8.7 1064 13.25 16.5 1.049 1x(bigstd90)=2 7 0.0909 -0.5 9.35 0.8 301 12 5.6 17.1 1 lx(bigt-Br)=5 1.25 120 9.3 0013 13.25 17.1 1.049 5 0.0972 -0.5 6.25 0.6 306 12 5.6 17.2 1 lx(bigt-Br)=5 1.42 120 9.4 1062 13.25 17.2 1.049 1x(bigstd90)=2 7 0.0978 -0.5 8.42 0.8 302 12 5.6 18.5 1 lx(bigt-Br)=5 1.25 120 10.9 0022 13.25 18.5 1.049 5 0.1119 -0.5 6.25 1 0.7 307 12 5.6 18.5 1 lx(bigt-Br)=5 1.42 120 10.9 1059 13.25 18.5 1.049 1x(bigstd90)=2 7 0.1124 -0.5 8.42 0.9 ` Discharge shown for flowing nodes only 0 2006 National Fire Protection Association Page 12 Job:HYAK VENTURE T.I. Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 303 12 5.6 15.8 1 1x(bigt-Br)=5 2.1 120 8 0004 13.25 15.8 1.049 1x(bigstd90)=2 7 0.0839 -0.5 9.1 0.8 0004 13.25 0 1.25 9 120 8.2 0007 13.25 15.8 1.536 0 0.0131 0 9 1 0.1 0007 13.25 15.9 1.25 9 120 8.3 0011 13.25 31.7 1.536 0 0.0476 0 9 0.4 0011 13.25 16.3 1.25 6.58 120 8.7 0013 13.25 48 1.536 0 0.1025 0 6.58 1 0.7 0013 13.25 17.1 1.25 9 120 9.4 0022 13.25 65.1 1.536 0 0.1803 0 9 1.6 0022 13.25 18.5 1.25 lx(bigt-Br)=10.11 54.79 120 11 0043 12 83.6 1.536 1x(bigstd90)=5.05 15.16 0.2862 0.5 69.95 1 20 0043 12 0 2 12.75 120 31.6 0045 12 83.6 2.203 0 0.0494 0 12.75 0.6 0045 12 84.3 2 2x(bigt-Br)=27.28 53.74 120 32.2 0073 16.07 167.9 2.203 27.28 0.1799 -1.8 81.02 1 14.6 0073 16.07 0 8 lx(bigt-Br)=43.09 497.99 120 45 0157 16.03 167.9 8.329 10x(bigstd90)=163.73 206.81 0.0003 0.0 704.8 0.2 0157 16.03 0 8 6x(bigstd90)=79.8 102 120 45.3 0191 15.25 167.9 7.981 79.8 0.0003 0.3 181.8 1 0.1 0191 15.25 0 8 1x(bigstd90)=16.37 27.32 120 45.7 0204-0 7.99 167.9 8.329 16.37 0.0003 3.1 43.7 0.0 0204-0 7.99 0 8 1.17 0 48.8 AV-1 Check 0204-I 6.82 167.9 0 0 0.0385 0.5 *** 1.17 0.0 0204-I 6.82 0 8 2.17 120 49.4 0205-0 4.65 167.9 8.329 0 0.0003 0.9 2.17 0 0205-0 4.65 0 8 0.96 0 50.3 Gate A2360 0205-I 3.69 167.9 0 0 0.1044 0.4 *** 0.96 0.1 0205-I 3.69 0 8 1x(bigstd90)=16.37 2.26 1201 50.8 0208-0 2 167.9 8.329 16.37 0.0003 0.7 18.63 0 0208-0 2 0 8 5.14 0 51.6 WILKINS 0208-I 2 167.9 0 0 1.0463 0 350A 5.14 5.4 *** File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 13 Job:HYAK VENTURE T.I. Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0208-I 2 0 8 1x(bigstd90)=16.37 10.25 120 56.9 0212 0.5 167.9 8.3291x(elbow.22.5)=5.54 21.91 0.0003 0.6 32.16 0 0212 0.5 0 10 3x(bigstd90)=114.4 48.5 140 57.6 W1 0 167.9 10.58 114.4 0.0001 0.2 162.91 1 0.0 W 1 57.8 Path No: 2 304 12 5.6 15.9 1 ix(bigt-Br)=5 2.1 120 8.1 0007 13.25 15.9 1.0491x(bigstd90)=2 7 0.0849 -0.5 9.1 0.8 0007 8.3 Path No: 3 308 12 5.6 16 1 ix(bigt-Br)=5 2.35 120 8.2 1068 13.25 16 1.049 1x(bigstd90)=2 7 0.0859 -0.5 9.35 0.8 1068 13.25 0 1.25 9 120 8.4 1067 13.25 16 1.536 0 0.0134 0 9 1 0.1 1067 13.25 16.1 1.25 9 120 8.6 1064 13.25 32.1 1.536 0 0.0487 0 9 0.4 1064 13.25 16.5 1.25 6.58 120 9 1062 13.25 48.6 1.536 0 0.105 0 6.58 1 0.7 1062 13.25 17.2 1.25 9 120 9.7 1059 13.25 65.8 1.536 0 0.1838 0 9 1.7 1059 13.25 18.5 1.25 1x(bigt-Br)=10.11 54.79 120 11.3 0045 12 84.3 1.536 1x(bigstd90)=5.05 15.16 0.2909 0.5 69.95 20.3 0045 32.2 Path No: 4 309 12 5.6 16.1 1 1x(bigt-Br)=5 2.35 120 8.3 1067 13.25 16.1 1.049 1x(bigstd90)=2 7 0.087 -0.5 9.35 0.8 1067 8.6 Path No: 5 305 12 5.6 16.3 1 1x(bigt-Br)=5 2.1 120 8.5 0011 13.25 16.3 1.0491x(bigstd90)=2 7 0.0887 -0.5 9.1 0.8 0011 8.7 File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 14 Job:HYAK VENTURE T.I. Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 6 310 12 5.6 16.5 1 lx(bigt-Br)=5 2.35 120 8.7 1064 13.25 16.5 1.0491x(bigstd90)=2 7 0.0909 -0.5 9.35 0.8 1064 9 Path No: 7 301 12 5.6 17.1 1 1x(bigt-Br)=5 1.25 120 9.3 0013 13.25 17.1 1.049 5 0.0972 -0.5 6.25 0.6 0013 9.4 Path No: 8 306 12 5.6 17.2 1 1x(bigt-Br)=5 1.42 120 9.4 1062 13.25 17.2 1.049 1x(bigstd90)=2 7 0.0978 -0.5 8.42 0.8 1062 9.7 Path No: 9 302 12 5.6 18.5 1 1x(bigt-Br)=5 1.25 120 10.9 0022 13.25 18.5 1.049 5 0.1119 -0.5 6.25 0.7 0022 11 Path No: 10 307 12 5.6 18.5 1 1x(bigt-Br)=5 1.42 120 10.9 1059 13.25 18.5 1.049 1x(bigstd90)=2 7 0.1124 -0.5 8.42 0.9 1059 11.3 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 14.6 ft/s occurs in the following pipe(s): (0045-1059) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 15 Job:HYAK VENTURE T.I. Device Graphs Pressure vs. Flow Function Design Area:3; Supply Ref.:W1; Supply Name:W1 vu 85- SU: 75: 70 _ 65- 60 1v 55 7 50 dd5 40 35- 30 25 20 is- 0 Flow,gpm Pressure Loss Function Design Area: 3; BFP Ref.: 1129 (WILKINS 350A, Size = 8); Inlet Node: 0208-I; Outlet Node: 0208-0 6.81 ssl 5.4 psi @ 167.9 gpm a 4.81 ti tll 3.81 a 2.81 \ 1.81 0.81 0 0 0 0 0 0 0 0 0 o n o n o 0 0 0 Flow,gpm File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright @ 2002-2012 Tyco Fire Protection Products Page 16 Job:HYAK VENTURE T.I. Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 1127 (Gate A2360, Size = 8); Inlet Node: 0205-I; Outlet Node: 0205-0 Q 0.831 N 7 U) M N a 0.331 0.1 psi @ 167.9 gpm l 0 0 0 0 o O O Flow,gpm Pressure Loss Function Design Area: 3; Valve Ref.: 1128 (AV-1 Check, Size = 8); Inlet Node: 0204-I; Outlet Node: 0204-0 2085 y C. 15s5 d i 7 N) H N a- 1.085 0.585 0.0 psi @ 167.9 gpm 0.085 0 0 0 0 0 0 Flow,gpm File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 17 i - " CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address: 17727 59th Ave NE Bldg 12 Suite B Permit#: 1116 Parcel#:31052200404100 Valuation:66124.00 OWNER APPLICANT CONTRACTOR Name: I ADVANCED MANUFACFACTURINGURING PARK Name:Burns Fire Protection Services, Y Inc Name:Burns Fire Protection Systems Address:3316 FUHRMAN AVE E STE 200 Address:P.O.Box 1 110 Address:PO Box 1 i 10 City,State Zip:SEATTLE,WA 98102 City,State Zip:Granite Falls,WA 98252 City,State Zip:Granite Falls,WA 98252 Phone: Phone:360-691-2235 Phone:360-691-2235 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Fire Sprinkler CODE YEAR: 2015 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax re tin constructio and constr ction materials in the City of Arlington must be reported on your sales tax return for and co a ty of rlin #3l K / 1 1K &ezA�� A Signature Print Name Date Released By D e CONDITIONS See red-lined plans for additional requirements. Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 8/18/2016 Fire Review Fee $100.00 8/18/2016 Fire Sprinkler Fee $1,050.99 i Total Due: $1,150.99 Total Payment: $0.00 Balance Due: $1,150.99 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Y Q w O N Cl) O 0 d IL Q m a) a) N U N Y O) 0) O) Y Ln N N Z U m U m c` c`u c` CO O rn O O O v - Qq m 00 Z c X cM O d CO = LO — fB Cy N M m Q w N O w N O .- a) `-' U m ONO Z 0 0 0 �- 0 0 0 O = J 'O O) O 00 f` d m >Q LL t N ti C� w > 2 Z c � � > < m _ � w Q LU ~ 7 7 7 O U U U O 7 O O Q fB m O O O M M > '� 3 LL _U U_ _U — � � � U U � L Z co Q Z v v a) = m rn C_ _ _ a`� Co O LL LL (B r U O O O a) U m U N C C_ C_ C 2 3 > O O -0 Od O O Z E N N CO CO d' Tqt a) :, i V27, K5.6 FM L PCB L VINO SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS Standard Spray; Upright, Pendent and Recessed Pendent MODELS/S.I.N.V2703 AND V2707 STANDARD RESPONSE y MODELS/S.I.N.V2704 AND V2708 QUICK RESPONSE These Model V27 standard spray sprinklers are designed to produce a le hemispherical spray pattern for standard commercial applications.They are available with either standard or quick response bulbs.The design incorporates state-of-the-art, heat responsive,frangible glass bulb design(standard or quick response)for prompt,precise operation. UPRIGHT PENDENT RECESSED (V27O3 AND (V27O7 AND PENDENT The die cast frame is more streamlined and attractive than traditional sand cast u2704) v270e) (V27O7 AND vz7oe) frames. It is cast with a hex-shaped wrench boss to allow easy tightening from many angles,reducing assembly effort.This sprinkler is available in various temperature ratings(see chart on page 2)and finishes to meet many design requirements. The recessed pendent should be utilized with a Model V27 recessed escutcheon which provides up to 3/4719 mm of adjustments. SPRINKLER OPERATION The operating mechanism is a frangible glass bulb which contains a heat responsive liquid. During a fire,the ambient temperature rises causing the liquid in the bulb to expand.When the ambient tem- perature reaches the rated temperature of the sprinkler,the bulb shatters.As a result,the waterway is cleared of all sealing parts and water is discharged towards the deflector.The deflector is designed to distribute the water in a pattern that is most effective in controlling the fire. COVERAGE For coverage area and sprinkler placement,refer to NFPA 13 standards. TECHNICAL SPECIFICATIONS Models/S I.N.:V2703,V2704,V2707,V2708 Style:Pendent,Upright or Recessed Pendent ACCESSORIES Nominal Orifice Size:'/2713mm ® K-Factor:5.61mp./8.1 S.I.^ Installation Wrench: Nominal Thread Size: 1/2" NPT/15mm Open End:V27 Max.Working Pressure: Recessed:V27-2 175psi/1200kPa FM Global Finishes: 250psi/1725kPa UL Plain brass Factory Hydrostatic Test: Chrome plated 100%@ 500psi/345OkPa White paintedt� Operating Pressure:7 psi/48 kPa Black painted— Min.Temperature Rating:See charts on page 2&3. Custom painted * • Proprietary nickel Teflon*coating** MATERIAL SPECIFICATIONS • For 155,200,and 286'F Standard Response Only,wax coated** Upright Deflector: Bronze per UNS C22000 Pendent Deflector:Bronze per UNS C51000 For cabinets and other accessories refer to Bulb:Glass with glycerin solution. separate sheet. iBulb Nominal Diameter: NOTE:Weather resistant recessed escutcheons • Standard:5.Omm available upon request. Quick Response:3.Omm Load Screw: Bronze per UNS C65100 ^ For K Factor when pressure is measured in Pip Cap: Bronze per UNS C65100 Bar,multiply S.I.units by 10.0. Spring: Beryllium nickel * Teflon is a registered trademark of Dupont Co. Exaggerated for clarity Seal:Teflon*tape **UL Listed for corrosion resistance in all Frame:Die cast brass 65-30 configurations. Lodgement Spring:Stainless steel per UNS S30200 JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com �CtaU��L'r VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. RLV i /� f FIRE PROTECTION PRODUCTS-AUTOMATIC SPRINKLERS 40.10 V271 K5.6 Standard Spray; Upright, Pendent and Recessed Pendent MODELS/S.I.N.V2703 AND V2707 STANDARD RESPONSE MODELS/S.I.N.V2704 AND V2708 QUICK RESPONSE APPROVALS/LISTINGS Orifice Size(Inches) 112" '/2" ''/2"2 ''/2° '/2" '/2" Orifice Size(mm) 13 13 13 13 13 13 Nominal K Factor Imperial 5.6 5.6 5.6 5.6 5.6 5.6 Nominal K Factor S.I^ 8.1 8.1 8.1 8.1 8.1 8.1 Response Standard Standard Standard Quick Quick Quick Deflector Type Upright Pendent Recessed Upright Pendent Recessed Pendent Pendent Adjustment up to 3/a" tip to 3/4"' 1350F/570C 135"F/57°C 1350U570C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C 1350F/570C 155°F/68°C 155°F/680C 155°F/68°C 1750F/790C 1750F/791C 17SOU790C 175°F/79°C 175°F/79°C 1550F/680C UL 200°F/93°C 200°F/93°C 75°F/79°C 200°F/93°C 200°F/93°C 200°F/93°C 286OU1410C I 286°F/1410C 286°F/1410C 286°F/1410C 286°F/141°C 200°F/93°C 360°F/182°C 360°F/182°C 135°F/57°C 135°F/570C 135°F/57`C 135°F/57°C 1350F/57°C 155°F/680C 155°F/680C 135°F/57°C 155°F/68°C 155°F/680C 155°F/68°C ULC 175°F/79°C 1750F/79°C 175°F/79°C 175°F/79°C 1750U79°C 155°F/680C 200°F/93°C 200°F/93°C 200°F/930C 200°F/930C 200°F/93°C 1750F/79°C , 286°F/1410C 286°F/141°C 286°F/141°C 286°F/1410C 286°F/141°C 200°F/930C 360°F/1820C 360°F/182°C 1350U570C 135°F/57°C 135°F/57°C 1350F/570C 155°F/68°C 155°F/68°C 135°F/570C 135°F/57°C 1550F/680C 155°F/680C FM N 1750F/790C 175°F/79°C 1550F/680C 1750F/790C 1750F/790C 155°F/68°C 200°F/93°C 200°F/930C 175°F/79°C 200°F/93"C 200"F/93°C 175°F/79°C 286°F/141°C 286°F/1410C 200°F/930C 286°F/141°C 286OU1410C 200°F/930C 360°F/1820C 360°F/1820C 1350F/570C 135°F/57°C 135°F/57°C 1350F/570C 135°F/57°C 155°F/680C 155°F/680C 155°F/66°C 1550F/680C 155°F/660C 135°F/57°C NYC/MEA N 62-99-E 175°F/79°C 1750F/790C 175°F/790C 175"F/79°C 175°F/79°C 155°F/68°C 200°F/93°C 200°F/930C 200°F/93°C 200°F/93°C 200°F/93°C 175°F/79°C 286°F/141°C 2860F/1410C 2860U141°C 2860U1410C 286°F/141°C 200°F/93°C 360°F/1820C 360°F/1820C 1350F/570C 135°F/57°C 1350U570C 1350F/57°C 135°F/570C 155°F/68°C 155°F/68°C 1350F/570C 155°F/68°C 155°F/68°C 155°F/68°C CSFM 0 7690.0531:112 175OU790C 1750F/791C 175°F/79°C 175°F/79°C 175°F/790C 155°F/680C 200°F/930C 200°F/93°C 200OU930C 200°F/93°C 200°F/930C 1750U790C 2860U1410C 286°F/141°C 286°F/1410C 286°F/141°C 286°F/1410C 200°F/930C 360°F/1820C 360°F/1820C 135"F/57°C 135°F/57°C 155°F/68°C 1350U570C 1550F/680C 135°F/57°C LPCB 1750U790C 175°F/79°C 175°F/79°C 175°F/790C None None 200"F/93°C 200OU930C 200°F/93°C 200OU930C 2860F/1410C 286OU1410C 360°F/1820C 1350F/570C 1350U57°C 1350U57°C 135°F/57°C 155°F/68°C 155°F/68°C 135°F/57°C 155°F/66°C 155°F/68°C 135°F/57°C VNIIPO 175°F/79°C 175°F/79°C 155°F/680C 1750F/790C 175°17790C 155°F/68°C 200°F/93°C 200°F/930C 1750F/79°C 175°F/79°C 286°F/141°C 286°F/141°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 360OU1820C 360°F/1820C 286°F/141°C 286OU1410C ZSTZ ZSTX K-ZSTZ K-ZSTX CCC 155°F/68°C 155°F/680C None 155°F/68°C 155°F/68°C None 200°F/930C 200°F/930C 200°F/93°C 200°F/930C t Listings and Approvals as of printing.All are approved open,except for areas designated"No", ^For K Factor when pressure is measured in Bar,multiply S.I.units by 10.0 If FM Approved with 1/2"adjustment escutcheon only-quick response www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. iCt_au Iii 40.10 2 REV I FIrtE PROTECTION PR'0 11ClS- t1lJM)NIATIC,. SF,-flN 1 ERS 40. 10 V277 K5.6 Standard Spray; Upright, Pendent and Recessed Pendent MODELS/S.I.N.V2703 AND V2707 STANDARD RESPONSE MODELS/S.I.N.V2704 AND V2708 QUICK RESPONSE RATINGS All glass bulbs are rated for temperatures from-67°F/-55°C to those shown in table below. Ordinary A 135 57 1380 Orange Ordinary C 68 13080 Red Intermediate E 79 5 0 Yellow Intermediate F 29030 5 0 Green High 1 146 2107- Blue Extra High# K 360 300 purple 182 149 -# M Open — No Bulb #Standard response only. All are approved open,except for areas designated"No". 150/65 if wax coated. ORDERING INFORMATION Please specify the following when ordering: Sprinkler Model Number Style Temperature Rating K-Factor Thread Size Quantity Sprinkler Finish Escutcheon Finish Wrench Model Number www.victaulic.com �Ctb1U��C VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. RLV I FIRE. PROTFCTIONI rRODUCfs 40. 10 V277 K5.6 Standard Spray; Upright, Pendent and Recessed Pendent MODELS/S.I.N.V2703 AND V2707 STANDARD RESPONSE MODELS/S.I.N.V2704 AND V2708 QUICK RESPONSE WARNING A • Always read and understand installation,care,and maintenance instructions,supplied with each box of sprinklers, before proceeding with installation of any sprinklers. c • Always wear safety glasses and foot protection. • Depressurize and drain the piping system before attempting to install,remove,or adjust any Victaulic piping products. • Installation rules,especially those governing obstruction,must be strictly followed. • Painting,plating,or any re-coating of sprinklers(other than that sup- plied by Victaulic)is not allowed. Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and inspection requirements,refer to the current National Fire Protection Association document NFPA 25 that describes care and maintenance _ of sprinkler systems. In addition,the authority having jurisdiction may have additional maintenance,testing,and inspection requirements that must be followed. 01 If you need additional copies of this publication,or if you have any questions about the safe installation of this product,contact Victaulic World Headquarters:P.O. Box 31, Easton,Pennsylvania 18044-0031 USA,Telephone:001-610-559-3300. DIMENSIONS Standard Pendent—V2707,V2708 Standard Upright—V2703,V2704 1 37m/ I 60 mm 41 mm 2%„/ 41 mm 60 mm 1i^ J27 1,/ I 25 mm 1/2"Adjustment Recessed—V2707,V2708(drawing not to scale) 2%74omm Mau rlofc 2'/51 mm Min Hole� 11 W 7 17 mm�� i�i'i' � Typical�gTile —1%% Fuil�Anl Swfa[c 30 43 mm MAXIMUM RECESS 2"A.7 75 mm MAXIMUM EXTENSION www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.m 2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED, 40.10 4 REV I • FIRE PROTECTION PRODUCTS—AUTOMAT IC SPRINKLERS 40. 10 V279 K5.6 Standard Spray; Upright, Pendent and Recessed Pendent MODELS/S.I.N.V2703 AND V2707 STANDARD RESPONSE MODELS/S.I.N.V2704 AND V2708 QUICK RESPONSE DIMENSIONS 3/4"Adjustment Recessed—V2707,V2708(drawing not to scale) %Ed1 nen Ada.ko r— 2'/51 mm Min Hole 6/ mm 37�u" 24 ; Typical Ceiling Tile �� �� —o Tom- -f '1,6/ F+nlshcd SwLxc 24 mm MAXIMUM RECESS 2'1."I 75 mm MAXIMUM EXTENSION AVAILABLE WRENCHES Sprinkler Type V27-2 Recessed V27•. V2707,V2708 Pendent yes yes V2707,V2708 Recessed Pendent yes — V2703,V2704 Upright yes yes DISTRIBUTION PATTERNS Models/S.I.N.V2707,V2708 K5.6 standard pendent and recessed pendent distribution patterns—trajectory 10, 3.0m .�:.. •..• 2.4m ♦• I ♦• • 6' ` ♦• 1.8m •� •♦ •. •• 4 ♦• 1.2m •` •• ' I 2' 0 6m i •♦• 1 0 •�. ♦•• i 2' 4' 6' 8' 10, 12' 14' 0.6m 12. 1 Sm 24m 3.0m 3Jm 4.3m 7 psi 15 psi 30 psi ....... 48 kPa 103 kPa 207 kPa See notes on next page. www.victaulic.com �Ct�U�rL'� VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. REV 1 4010 5 FIRE PROTECTION PRODUCTS-AUTOMATIC SPRINKLERS 40. 10 V271 K5.6 Standard Spray; Upright, Pendent and Recessed Pendent MODELS/S.I.N.V2703 AND V2707 STANDARD RESPONSE MODELS/S.I.N.V2704 AND V2708 QUICK RESPONSE DISTRIBUTION PATTERNS Models/S.I.N.V2703,V2704 K5.6 standard upright distribution patterns—trajectory 10' 30m� •♦ QQQQQQ •�• ♦♦♦ 8 •` ♦♦♦♦ 24m • ♦♦♦ ♦• 18m •• ♦• 4' �• •• 1,2m •� •♦• 2' ` 40, • ` •• 0 ♦ 2' 4' 6' 8' 10' 12' 14' 16' 0,6m 1.2m 1.8m 2.4m 3.Om 3.7m 4.3m 4.9m 7 psi 15 psi 30 psi ....... 48 kPa 103 kPa 207 kPa NOTES: 1 Data shown is approximate and can vary due to differences in installation. 2 These graphs illustrate approximate trajectories,floor-wetting,and wall-wetting patterns for these specific Victaulic FireLock automatic sprinklers.They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation.Refer to the appropriate NFPA National Fire Code or the authority having jurisdiction for specific information regarding obstructions,spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the perfor- mance of the sprinkler and will void all Listings,Approvals and Warranties. 3 All patterns are symmetrical to the centerline of the waterway. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. For complete contact information,visit www.victaulic.com 40.10 2544 REV I UPDATED 04/2012 A—c-tau-1id VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 40.16 FIRE PROTECTION PRODUCTS--AUTOMATIC SPRINKLERS 40.09 V257 K4.2 SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS SPECIFIC APPLICATION V2502 UPRIGHT QUICK RESPONSE + Victaulic@ Model V2502 Specific Application Sprinklers are quick-response,specific appli- cation sprinklers for horizontal,combustible interstitial(concealed)spaces.These upright I sprinklers are designed for use in specific light-hazard combustible and non-combustible concealed spaces that require sprinkler protection.The orifice design of the Victaulic Model V2502,with a nominal K-factor of 4.2,allows efficient use of available water supplies for hydraulically designed fire protection systems.The 3mm glass bulb and special deflector UPRIGHT combine speed of operation and area of coverage to meet the proper application density and (V2502) fire protection requirements for shallow,combustible concealed spaces. In some cases,the Victaulic Model V2502 can be used with CPVC Sprinkler System piping within concealed spaces that require protection and are constructed of the following: •Engineered wood and steel open truss construction •Solid or composite wood joist construction where the upper deck is filled with non-combustible insulation In addition,The Victaulic Model V2502 can be installed with steel pipe in protected areas that are constructed of the following: •Solid wood joist construction without insulation in the upper deck •Solid or composite wood joist construction where the upper deck is filled with non-combustible insulation •Wood or steel trusses In applications with non-corrosive pipe,the Victaulic Model V2502 can be used in a dry pipe or preaction system using corrosion resistant or internally galvanized steel pipe filled with com- pressed air or nitrogen as a supervisory medium SPRINKLER OPERATION: During a fire,the heat-sensitive liquid in the glass bulb expands and causes the glass to shatter, which releases the pip cap and sealing spring assembly.Water that flows through the sprinkler orifice strikes the deflector and forms a uniform spray pattern to control the fire and protect the structure in concealed spaces. COVERAGE: The maximum area of coverage for the Victaulic Model V2502 is 144 ft2(13,4 m2)per sprinkler. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com �Ct�l1�i4'r VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. REV 0 40.09 1 FIRE PROTECTION PRODUCTS- AUTOMATIC SPRINKLERS 40.09 V251 K4.2 SPECIFIC APPLICATION V2502 UPRIGHT QUICK RESPONSE TECHNICAL SPECIFICATIONS: Models:V2502 Style:Upright Nominal Orifice Size:116°/11 mm K-Factor:4.2 I m p./6.0 S.I.A Deflector Nominal Thread Size:1/2"NPT/15mm Load Screw Max.Working Pressure: 175psi/1207kPa Factory Hydrostatic Test: 'hi gpingCap/ 100%®500 psi/3448 kPa laul protector Min.Operating Pressure:8 psi/55 kPa Bulb NominalTemperature Rating: 175779°C Overall Length:21/4'758mm Frame Material Specifications Deflector:Brass per UNS C26000 or Copper Pip cap and per C19500 Insert Assembly Bulb:Glass with glycerin solution. Bulb Nominal Diameter: • Quick Response:3.Omm Load Screw:Brass per UNS C36000 Pip Cap and Insert Assembly:Copper per UNS C11000and Stainless Steel per UNS S30400 Belleville Spring Sealing Assembly:Nickel Alloy Coated on Both Sides with Teflon*Tape Frame:Sand Cast brass per UNS C84400 Approved Finish: Brass only * Teflon is a registered trademark of Dupont Co. A For K-Factor when pressure is measured in Bar,multiply S.I.units by 10.0. NOTICE •Sprinklers cannot operate properly with shipping caps/bulb protectors in place. • Remove shipping caps/bulb protectors carefully by hand after installation. •Do not use any tools to remove butbprotectors. APPROVALS/LISTINGS 1 % 4.2 175 175 — - 7v,,,, 13 6.0 Quick Upright 79 79 — - AA For K-Factor when pressure is measured in Bar,multiply S.I.units by 10.0. t This table shows listings and approvals available at the time of printing.Other approvals maybe in process. RATINGS Glass bulbs for the Victaulic Model V2502 are rated for ambient temperatures from-670F/-550C up to 150°F/65*C. Intermediate S-251-5EQ-J10 79 550 Yellow #The temperature rating is stamped on the deflector. t Based on NFPA-13.Other limits may apply,depending upon fire loading,sprinkler location,and other requirements of the authority having jurisdiction.Refer to specific installation standards. VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.m 2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. Ac--ts—luhd 40.09 2 REV D FIRE PROTE(-fl(7t, PROr)IltJS Atl;Ol>AUC Srs,tNKt ,ERS 40.09 V259 K4.2 SPECIFIC APPLICATION V2502 UPRIGHT QUICK RESPONSE DESIGN CRITERIA For Combustible Concealed Installations Incorporating Sprinkler System Products and Victaulic Model V2502 Specific Application Sprinklers General information System Type: Light hazard,wet pipe system only Area of Use: Horizontal interstitial(concealed)spaces with a roof pitch of 0/12 to 2/12(9°) maximum constructed of: • Engineered wood and steel open trusses • Solid or composite wood joists where the upper deck is filled with non-combustible insulation NOTICE •Concealed spaces are defined as areas that have no access for storage. • In order to be considered"solid or composite wood joist construction where the upper deck is filled with non-combustible insulation,"the insulation(including insulation provided with a combustible vapor barrier)must completely fill the pockets between the joists and to the bottom of the joists. •The insulation must be secured in place with metal wire netting.The metal wire netting is intended to hold the insulation in place if the insulation becomes wetted by the operation of a Victaulic Model V2502 sprinkler during a fire. Minimum Distance Between Victaulic Model V2502 Specific Application Sprinklers:7ft/2.4 m NOTE:This minimum spacing does not apply to additional sprinklers required for protection of sprinkler system products that are offset over an obstruction. Maximum Distance Between Victaulic Model V2502 Specific Application Sprinklers: 12 ft/3.7 m NOTE:This maximum spacing does not apply to additional sprinklers required for protection of sprinkler system products that are offset over an obstruction. Maximum Sprinkler Coverage Area: 144 ft2/13.4 m2 per sprinkler Remote Area: 1000 ft2/93.0 mz NOTE:This remote area does not include any additional sprinklers required for protection of sprinkler system products that are offset over an obstruction.For solid or composite wood construction,where the upper deck is filled with non-combustible insulation(Figure 2),the remote area must be calculated per NFPA 13 requirements for light-hazard applications with a smooth,flat ceiling. Minimum Required Density:0.10 gpm/ft2/4.1 mm/min Minimum Operating Pressure:8 psi/55 kPa Obstructions:All NFPA obstruction criteria for standard spray sprinklers apply Specifications for Engineered Wood and Steel Open Truss Construction(Figure 1) Concealed Space Area:The area of the concealed space is not limited.However,draft curtains(heat collection baffle)or full-height walls must be provided to limit the maximum localized detection area to 1000 ft2/93.0 m2. Draft curtains(heat collection baffle)or full-height walls must be at least'/3 the depth of the concealed space or 8'7203.2 mm,whichever is greater,and must be constructed of a material that will not allow heat to escape through or above the barrier. This material may be 1/476.4 mm thick plywood(refer to Figure 1, Example 1). Deflector Position:The vertical sprinkler-deflector clearance to the bottom of the roof deck is 2"/50.8 mm minimum to 47101.6 mm maximum(refer to Figure 1, Example 2).The sprinkler must be installed only in the upright position.The sprinkler deflector must be installed parallel with the plane of the roof.NOTE:There is no limitation by the UL Listing in relation to frame arm positioning. However,Victaulic prefers the frame arms to be parallel with the trusses;this positioning produces a more efficient spray pattern during sprinkler operation(refer to Figure 1, Example 3). Concealed Space Height(refer to Figure 1, Example 4): • Maximum Height of the Concealed Space:367914.4 mm • Minimum Height of the Concealed Space: 127304.8 mm • Maximum Roof Pitch:2/12(9•) www.victaulic.com rctauhc' VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. REV _) FIR PRO' F_C'iif)fe DWY)!IJ-1tS- Ai?40MAl C:SPRIf=,KiAt j`5 40.09 V25t K4.2 SPECIFIC APPLICATION V2502 UPRIGHT QUICK RESPONSE DESIGN CRITERIA(continued) For Combustible Concealed Installations Incorporating Sprinkler System Products and Victaulic Model V2502 Specific Application Sprinklers Specifications for Solid or Composite Wood Joist Construction Where the Upper Deck is Filled with Non-Combustible Insulation(Figure 2) Concealed Space Area:The area of the concealed space is not limited.However,draft curtains(heat collection baffle)or full-height walls must be provided to limit the maximum localized detection area to 1000 ftz/93.0 ml. Draft curtains(heat collection baffle)or full-height walls must drop below the joist a minimum of 67152.4 mm or 1/3 of the total space(whichever is smaller)and must run laterally with the joist spaced at 25 ft/8 m maximum widths. Draft curtains(heat collection baffle)or full- height walls must be constructed of a material that will not allow heat to escape through or above the barrier,This material may be 1/476.4-mm thick plywood(refer to Figure 2,Example 1) Deflector Position:The clearance from the sprinkler deflector to the bottom of the joist is 1 /_"mini- mum to 2750.8 mm maximum(refer to Figure 2,Example 2).The sprinkler must be installed only in the upright position.When the Victaulic Model V2502 Specific Application Sprinkler is used in an installation with a pitched roof and a flat ceiling,maintain the specified clearances from the sprinkler deflector to the bottom of the upper deck joist and the maximum height of the pipe run to the ceiling in all locations.The sprinkler deflector must be installed parallel with the plane of the roof. NOTE:There is no limitation by the UL Listing in relation to frame arm positioning. However,Victaulic prefers the frame arms to be parallel with the joists;this positioning produces a more efficient spray pattern during sprinkler operation(refer to Figure 2,Example 3). Concealed Space Height(Figure 2,Examples 4 and 4a): • Height of the Concealed Space from the Bottom of the Upper Deck Joist to the Top of the Ceiling Surface(Example 4): 127304.8 mm Minimum to 367914.4 mm Maximum • Height of the Concealed Space from the Bottom of the Upper Deck Joist to the Top of the Ceiling Joist(Example 4a):8"/203.2 mm Minimum • Maximum Roof Pitch:2/12(9°) Additional Information • When Victaulic Model V2502 Specific Application Sprinklers are used with sprinkler system products,the bottom of the horizontal run must be no greater than 67152.4 mm or'/3 of the total space above the ceiling(whichever is smaller).The sprinkler system piping can then be used to supply the Victaulic Model V2502 Specific Application Sprinklers as well as the sprin- klers below the ceiling.All instructions in the Spears FG-31010 Installation Instructions must be referenced during system installation.NOTE:If 127304.8 mm trusses are used in Figure 1,the bottom of the horizontal run must be no greater than 47101.E mm above the ceiling.In Figure 2,if the concealed space height from the bottom of the upper deck joist to the top of the ceil- ing joist is the minimum 8"203.2-mm requirement,the bottom of the horizontal run must be no greater than 47101.E mm above the ceiling(refer to Figures 1 and 2,Example 5). • When sprinkler system piping must be offset up and over an obstruction,and the bottom of the pipe will be located more than 67152.4 mm or 1/3 of the total space above the ceiling,additional Victaulic Model V2502 Specific Application Sprinklers must be installed to protect the CPVC product(refer to Figures 1 and 2,Example 6).The sprinkler must be installed directly over the obstruction(refer to Figures 1 and 2,Example 7). • When using,h20 mm piping,all sprigs over 127304.8 mm must be laterally braced, per NFPA standards. • When using 1"/25-mm or larger piping,a hanger must be located at the truss closest to asprig for restraint. • A minimum lateral distance of 18"457.2 mm must be maintained between CPVC pipe and heat sources(i.e.fan motors,heat lamps, HVAC heat pump units,etc.). VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. ✓CtaiU,id 4009 4 REV D FIRE FROTECHON 'ROT IC"(S—A',jT0MiV1,'IC 5P Ii.ik;l.ENS 40.09 V251 K4.2 SPECIFIC APPLICATION V2502 UPRIGHT QUICK RESPONSE 41h-inch(114,3-mm)Minimum from Face of Wood or Steel Truss when Clearance of Sprinkler- to-Deck is Less than 4 inches(101,6 mm) Upper Example 2: Deck Deflector Clearance —' �\ Vlctaulic Model V2502 Example 6:Maximum Example 3:�� Space for CPVC Pipe _ Example 1: Frame Arm Position Over an Obstruction Draft Curtain(Heat Example 4:Concealed Collection Baffle) Space Height LJ- nE� t _ U I , [I P,�F ZL—--I Example 7:Requirements for Sprinklers Example 5:Maximum Clearance for Ceiling Installed Over an Obstruction CPVC Pipe to Ceiling Figure 1 Engineered Wood and Steel Open Truss Construction Incorporating CPVC Pipe (Cross Section View) Example 3:Frame Arm Position Upper Example 2:Deflector Clearance Deck Non-Combustible Insulation Composite Example 6:Maximum Space for Vlctaulic Model V2502 Wood Joist CPVC Pipe Over an Obstruction Shcd Wood Example 1:Draft Curtain 2 x Joist (Heat Collection Baffle) Vlctaulic Model V2502 Example 4a: Example 4: Concealed Concealed STRUCTIO Space Height Space Height wee Cell ing Framing Example 5:Maximum Clearance for Celling�7 CPVC Pipe to Ceiling Example 7:Requirements for Sprinkler Installed Over an Obstruction Figure 2 Solid or Composite Wood Construction Incorporating CPVC Pipe where the Upper Deck is Filled with Non-Combustible Insulation (Cross Section View) www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.02012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. rctauli'c 40.09., -.i,'i4i-,.. V251 K4.2 SPECIFIC APPLICATION V2502 UPRIGHT QUICK RESPONSE DESIGN CRITERIA For Combustible Concealed Installations Incorporating Steel Pipe and Victaulic Model V2502 Specific Application Sprinklers General information System Type: Light hazard—wet pipe,dry pipe,or preaction-type systems supervised with air or inert gas(for steel pipe only).Refer to the"Additional Information"section on the following page. Area of Use: Horizontal interstitial(concealed)spaces with a roof pitch of 0/12 to 2/12(9°) maximum constructed of: • Solid wood joists without insulation in the upper deck • Solid or composite wood joists where the upper deck is filled with non-combustible insulation • Wood or steel trusses NOTICE •Concealed spaces are defined as areas that have no access for storage. • In order to be considered"solid or composite wood joist construction where the upper deck is filled with non-combustible insulation,"the insulation(including insulation provided with a combustible vapor barrier)must completely fill the pockets between the joists and to the bottom of the joists.When the space is completely filled with non-combustible insulation,wood blocking is not required. •The insulation must be secured in place with metal wire netting.The metal wire netting is intended to hold the insulation in place if the insulation becomes wetted by the operation of a Victaulic Model V2502 sprinkler during a fire. Minimum Distance Between Victaulic Model V2502 Specific Application Sprinklers:7ft/2.1 m Maximum Distance Between Victaulic Model V2502 Specific Application Sprinklers: 12 ft/3.7 m NOTE:This maximum spacing does not apply to additional sprinklers required for protection of sprinkler system products that are offset over an obstruction. Maximum Sprinkler Coverage Area: 144 ft2/13.4 m2 per sprinkler Remote Area:The remote area for wood or steel open truss construction(Figure 5)or solid wood joist construction without insulation in the upper deck(Figure 3)is 1000 ft2/93.0 m2 for wet pipe systems or 1300 ft2/121.0 m2 for dry pipe systems.The remote area for solid or composite wood joist construction where the upper deck is filled with non-combustible insulation(Figure 4)must be calcu- lated per NFPA 13 requirements for light-hazard applications with a smooth,flat ceiling. Minimum Required Density:0.10 gpm/ft2/4.1 mm/min Minimum Operating Pressure:8 psi/55 kPa Obstructions:All NFPA obstruction criteria for standard spray sprinklers apply VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. VAn-taul-ior 40,09 fS RLV D Fl9c Pr OTrCTION f'I2r'r'OW1C S- a 11TON]AFIC !PMNIf FPS 40.09 V257 K4.2 SPECIFIC APPLICATION V2502 UPRIGHT QUICK RESPONSE DESIGN CRITERIA Specifications for Solid Wood Joist Construction Without Insulation in the Upper Deck and Solid or Composite Wood Joist Construction Where the Upper Deck is Filled with Non-Combustible Insulation(Figures 3 and 4) General information continued Concealed Space Area:The concealed space area is not limited.However,blocking between the joists and the upper deck must be constructed of a material that will not allow heat to escape through or above the blocking.The blocking must be constructed to the full depth of the upper joist and must contain a non-combustible material or a material that is the same composition of the joist construction.The maximum channel space for blocking is 32 ft/9.8 m intervals. Draft curtains(heat collection baffle)or full-height walls must drop below the joist a minimum of 6"/152.4 mm or 1h of the space,whichever is smaller,and must run laterally with the joist spaced at 25 ft/8.0 m maximum widths to limit the maximum localized detection area to 1000 ft2/93.0 mz. Draft curtains(heat collection baffle)or full-height walls must be constructed of a material that will not allow heat to escape through or above the barrier.This material may be h76.4 mm thick plywood (refer to Figures 3 and 4, Example 1). Deflector Position:The vertical sprinkler deflector clearance to the bottom of the upper deck joist is 1 h inches/38.1 mm)minimum to 2750.8 mm maximum(refer to Figures 3 and 4,Example 2). The sprinkler must be installed only in the upright position.When the Victaulic Model V2502 Specific Application Sprinkler is used in an installation with a pitched roof and a flat ceiling,maintain the specified clearances from the sprinkler deflector to the bottom of the upper deck joist.The sprinkler deflector must be installed parallel with the place of the roof.NOTE:There is no limitation by the UL Listing in relation to frame arm positioning.However,Victaulic prefers the frame arms to be parallel with the joists;this positioning produces a more efficient spray pattern during sprinkler operation (refer to Figures 3 and 4, Example 3). Concealed Space Height(Figures 3, Example 4 and 4a;Figure 4, Example 4): • Height of the Concealed Space from the Bottom of the Upper Deck Joist to the Top of the Ceiling Frame Joist:67152.4 mm Minimum to 367914.4 mm)Maximum • Height of the Concealed Space from the Bottom of the Upper Deck to the Ceiling Surface (Bottom of Joist):54"1371.6 mm Maximum • Maximum Roof Pitch:2/12(91 www.victaulic.com ✓ctaulld VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. REV_D 40.09 'l F]RF PROTFC1. ON PFU UCry - AUT01�.ATIC PRINi'C,ERS 40.09 V257 K4.2 SPECIFIC APPLICATION V2502 UPRIGHT QUICK RESPONSE DESIGN CRITERIA(continued) For Combustible Concealed Installations Incorporating Steel Pipe and Victaulic Model V2502 Specific Application Sprinklers Specifications for Wood or Steel Open Truss Construction(Figure 5) Concealed Space Area:The concealed space area is not limited.However, blocking between the joists and the upper deck must be constructed of a material that will not allow heat to escape through or above the blocking.The blocking must be constructed to the full depth of the upper joist and must contain a non-combustible material or a material that is the same composition of the joist construction.The maximum channel space for blocking is 32 ft/9.8-m intervals. Draft curtains(heat collection baffle)or full-height walls must drop below the upper deck a minimum of 87203.2 mm or h of the space,whichever is greater,and must run laterally with the truss spaced at 25 ft/8.0-m maximum widths to limit the maximum localized detection area to 1000 ft2/93.0 mz. Draft curtains(heat collection baffle)or full-height walls must be constructed of a material that will not allow heat to escape through or above the barrier.This material may be 11<'Y&4 mm thick plywood (refer to Figure 5, Note 1). Deflector Position:The vertical sprinkler deflector clearance to the bottom of the upper deck surface is 2750.8 mm minimum to 47101.6 m)maximum(refer to Figure 5, Example 2).The sprinkler must be installed only in the upright position.The sprinkler deflector must be installed parallel with the plane of the roof. NOTE:There is no limitation by the UL Listing in relation to frame arm positioning. However,Victaulic prefers the frame arms to be parallel with the trusses;this positioning produces a more efficient spray pattern during sprinkler operation(refer to Figure 5, Example 3). Concealed Space Height(Figure 5,Example 4): • Maximum Height of the Concealed Space:367914.4 mm from the interior surface of the upper deck to the topside of the ceiling • Minimum Height of the Concealed Space: 12"/304.8 mm from interior surface of the upper deck to the topside of the ceiling • Maximum Roof Pitch:2/12(9°) Additional Information • Typically,the upper joist is constructed of solid or composite wood with a maximum depth of 12"/304.8 mm on center of 16"/406.4-mm minimum spacing. • Steel pipe may be hung from the upper joist or truss using proper supports. • Extra sprinklers are not required for protection of pipe when offsetting over obstructions. • There are no clearance requirements for supply piping to the ceiling. • Ceiling sprinklers below the concealed space may be fed from the same piping as the Victaulic Model V2502 Sprinklers. • When acceptable to the local authority having jurisdiction,Victaulic Model V2502 Specific Application Sprinklers may be used in dry pipe systems when installed with corrosion resistant or internally galvanized pipe. • Paragraph 8.3.4.3 of NFPA 13(2010 Edition)allows sprinklers with a nominal K-factor of 4.2 in dry pipe systems with corrosion resistant or internally galvanized pipe.The minimum operating pressure of 8.0 psi/55 kPa referenced in this submittal is based solely upon specific fire tests conducted for the UL Listing. VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. �Cta'lulie 40,09 8 REV D FIRE PROIEC=TION PRODUCTS -ALiTONIATIE SPRINKLERS 40.09 V257 K4.2 SPECIFIC APPLICATION V2502 UPRIGHT QUICK RESPONSE Example 3:Frame Arm Position Upper Example 2:Deflector Clearance 2 x Floor Joist Deck 11i1� Exampte4a Example 4: Blocking Vlctaulic Model V2502 Concealed Concealed Space Height Space Height i Example 1:Draft Curtain (Heat Collection Baffle) Ceiling —Ceiling Figure 3 Framing Solid Wood Joist Construction Incorporating Steel Pipe (Cross Section View Non-ComhushMa Example 2:Deflector Clearance Example 3:Frame Upper Insulation Arm Position Deck j\ I Solid Wood 2 x Wood Joist11-0 Composite Vlctaulic Model V2502 Example Concealed Wood Joist Spacea Height 1 Example 1:Draft Curtain Ceiling Ceiling Framing (Heat Collection Baffle) Figure 4 Solid Wood Joist Construction Incorporating Steel Pipe Without Insulation or Composite Wood Joist Construction Incorporating Steel Pipe Where the Upper Deck is Filled with Non-Combustible Insulation (Cross Section View) 41h-inch(114,3-mm)Minimum from Face of Wood or Steel Truss when Clearance of Sprinkler- Upper—\ Example 2:Deflector Clearance to-Deck is Less than 4Inches(101,6 mm) Deck Victaulic Model V2502 Example 4:Concealed Space Height EK Example 3:Frame Example 1:Draft Curtain Arm Position Ceiling (Heat Collection Baffle) Sprinkler for Lower Room Protection Woad or Steel Open Truss Figure 5 Wood and Steel Open Truss Construction Incorporating Steel Pipe (Cross Section View) www.victaulic.com r VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.02012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. Cto` uhc REV 0 A10,09 9 40.09 V25I K4.2 SPECIFIC APPLICATION V2502 UPRIGHT QUICK RESPONSE WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. For complete contact information,visit www.victaulic.com _ 40.09 3784 REV D UPDATED 03/2012 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 40.09 Schedule • and Schedule 40 FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer Bull Moose Tube's Sch. 10 and Sch. 40 pipes are of quality pipe products. Our Schedule 10 and made to ASTM A135 and ASTM A795. These Schedule 40 are FM Approved and UL Listed (for U.S. products are typically supplied with our protective and Canada), even though these products do not coating but can be supplied without the coating so require separate approvals and listings. Bull Moose they can be hot-dip galvanized to meet FM Tube made the decision to have them approved and requirements for use in dry systems in accordance listed for your peace of mind. Our Sch. 10 and Sch. 40 with the zinc coating specifications of ASTM A795 or have been through the same rigorous testing as our ASTM A53. All Schedule 10 and Schedule 40 pipe other fine pipe products. has a pressure rating of 300 PSI. Schedule 10 Pipe Nominal • • • 1 1.315 1.097 1.41 Ibs/ft 91 1 1/4 1.660 1.442 1.81 Ibs/ft 61 1 1/2 1.900 1.682 2.09 Ibs/ft 61 2 2.375 2.157 2.64 Ibs/ft 37 2 1/2 2.875 2.635 3.53 Ibs/ft 30 3 3.500 3.260 4.34 Ibs/ft 19 4 4.500 4.260 5.62 Ibs/ft 19 Schedule 40 Pipe Nominal .- O.D. Bundle Size 1 1.315 1.049 1.68 Ibs/ft 70 1 1/4 1.660 1.380 2.27 Ibs/ft 51 1 1/2 1.900 1.610 2.72 Ibs/ft 44 2 2.375 2.067 3.66 Ibs/ft 30 2 1/2 2.875 2.468 5.80 Ibs/ft 30 3 3.500 3.068 7.58 Ibs/ft 19 4 4.500 4.026 10.80 Ibs/ft 19 PIPE PREPARATION For proper operation,all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket,pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint,scale,dirt,chips,grease,and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly,causing leakage. Also,check the manufacturer's instructions for the specific fitting used. /�, 1819 Clarkson Road For additional information, C 0� US ( `�'l�l' Chesterfield,MO 63017 contact your salesperson A% B p 1 Moose Tuse COMRkNy (800)325-4467 today at(800)325-4467 or LISTED FAX:(636)537-2645 (636)537-2600 in the USA, www.bullmoosetube.com or from Canada FM A CA A O company e-mail:sales0bullmoosetube.com call(800)882-4666 APPROVED All information contained herein is accurate as known at the time of publication Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation 12/09 t I (DTOLCO"- . .,: Fig. 200 - "Trimline" Adjustable Band Hanger C US LISTED Fig. 20OR (Import) - "Trimline" Adjustable Band Hanger w/Retainer Ring Size Range — 1/2" thru 8" pipe Material — Carbon Steel, Mil. Galvanized to G90 specifications Function — For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Y = ---�� Features — • (1/2" thru 2") Flared edges ease installation for j Es all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting A` nut from separating with hanger. Hanger is eas- ily installed around pipe. • (21/2" thru 8") Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Fig.2001 -2" Fig.200 21/2"-8" Approvals — Underwriters' Laboratories listed (1/2" thru 8") in the USA(UL) and Canada(cUL) _ for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW-H-171 E, Type 10 and _ Manufacturers Standardization Society SP-69, Type -~'-� 10. a %� 1 Maximum Temperature — 650OF Finish — Mil. Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nub. ` oil/ Order By — Figure number and pipe size Note — Figure 20OR (import) with retainer ring and a non-captured knurl nut. Fig.200R 21/2"-8" Fig.200R 1/2"-2" Dimensions •Weights Pipe Rod Size Max.Rec. Approx. Size Inch Metric A B Load Lbs. Wt./100 1/2 3/8 8mm or 10mm 31/8 25/s 400 11 3/4 3/8 8mm or 10mm 31/8 21/2 400 11 1 3/8 8mm or 10mm 3Ys 2% 400 12 11/4 3/8 8mm or 10mm 3V4 27/a 400 13 11/2 3/8 8mm or 10mm 37/a 27/8 400 14 2 3/8 8mm or 10mm 41/2 3 400 15 21/2 3/8 10mm 55/a 41/8 600 27 3 3/8 10mm 57/8 4 600 29 31/2 3/8 10mm 73/s 51/4 600 34 4 3/8 10mm 73/8 5 1000 35 5 1/2 12mm 91/8 61/4 1250 66 6 1/2 12mm 101/8 63/4 1250 73 8 1/2 12mm 131/s 83/4 1250 136 OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE •CORONA,CA 92879•PH: 951 737.5599•FAX: 951,737 0330 CUSTOMER SERVICE•800 786 5266 www.tolco.com i BracingSeismic Fig. 909 - No-Thread Swivel Sway Brace Attachment (�)TOLCO Size Range: 1" (25n,rn)bracing pipe. For brace pipe sizes larger than C 8us 1"(25mrn),use Fig.980.Available with holes for 3/8"-16 thru 3/4"-10 fastener LISTED attachment. Material: Steel, hardened cone point set bolt Function: The structural component of a sway and seismic bracing system. Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 indicates clearly that fastener table load values are based only on concentric loading.No threading of the bracing pipe is required.Open design allows for easy inspection of pipe engagement. Application Note: Fig.909 is used in conjunction with the Fig. 1000, Fig. 1001, Fig.4A or Fig. 4L or other approved TOLCO attachment to pipe, and joined together with bracing pipe.Sway brace assemblies are intended to be installed in accordance with NFPA 13.The required type, number and size �t of fasteners used for the structure attachment fitting shall be in accordance with NFPA 13. Approvals: Underwriters Laboratories Listed in the USA(UL)and Canada Set Bolt A (WL). Included D Installation Instructions: Fig.909 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to Mounting Hardware be combined with the "bracing pipe" and Cooper B-Line/TOLCO "braced Is Not Included pipe" attachment, Fig. 1000, 1001,4A, or other approved TOLCO attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig.909 onto the bracing pipe.Tighten the set bolt .. until the head bottoms out on surface.Attachment can pivot for adjustment 6_4 to proper brace angle. Finish: Plain.Contact Cooper B-Line for alternative finishes and materials. / Order By: Figure number,fastener attachment size and finish. \tip Part Mounting Hole Brace Max. Design Max.Design Approx. Load Load II 909-1/2 17/32" (13.5) 1" (25) 1 6° 1 (152.4) 15/8" (41.3) 2015 (8.96) 2765 (12.30) 91 (41.3) 909-5/8 11/16" (17.5) 1" (25) 6" (152.4) 15/8" (41.3) 2015 (8.96) 2765 (12.30) 90 (40.8) 9D9-3/4 13/16" (20.6) 1" (25) 1 6" 1 (152.4) 15/8" (41.3) 2015 (8.96) 2765 (12.30) 89 (40.4) Other hole sizes are available,consult factory. Standard size. Cooper B-Line, Inc.'s("Cooper B-Line")seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components,resulting in a listed seismic bracing assembly.Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that,in addition to the other exclusions from Cooper B-Line's warranty,Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specked. B-Line I (2) TOLCO WW'W. Mill Revision 00 Fig. 1001 - Sway Brace Attachment Component of State of C U1 USLISTEO California OSHPD Approved Size Range — Pipe size to be braced: 21/2" thru 8" IPS.* Pipe size Seismic Restraints System nn used for bracing: 1" and 11/4" Schedule 40 IPS. » Material — Carbon Steel Function — For bracing pipe against sway and seismic distur- bance. The pipe attachment component of a sway brace system: The Fig. 1001 is used in conjunction with a TOLCO 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a com- plete sway brace assembly. Features — Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of brac- ing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note — Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1" pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals — Underwriters Laboratories Listed in the USA(UL) Maximum Design Load and Canada(cUL). Approved by Factory Mutual Engineering (FM). Sch. 7 - 1600 lbs. Sch. 10 &40 Included in our Seismic Restraints Catalog approved by the State " Brace Pipe - 2015 lbs. of California Office of Statewide Health Planning and Development Sch. 10 &40 w/1 1/a" Brace Pipe - 2765 lbs (OSHPD). For additional load, spacing and placement information relating to OSHPD rro*ects, please refer to the TOLCO Seismic FM Approved Design Loads* Restraint Systems Guidelines. 21/2" - 2400 lbs. Finish — Plain 3" - 4" - 2500 lbs. Note — Available in Electro-Galvanized and HDG finish. 5" - 8" - 1500 lbs. Order By — Indicate pipe size to be braced followed by pipe size used for bracing, figure number and finish. Important Note — The Fig. 1001 is precision manufactured to perform its function as a critical component of a complete brac- ing assembly. To ensure performance,the UL Listing requires that the Fig. 1001 must be used only with other TOLCO bracing products. The Fig 1001 is not intended for use with the Fig.907 4-Way Longitudinal Brace Attachment. n L ® OFFICE/MANUFACTURING FACILITY-1375 SAMPSON AVE -CORONA,CA 92879-PH: 951 737 5599-FAX: 951 737.0330 CUSTOMER SERVICE-800 786 5266 www.toko.com i FireLock EZ° Rigid Coupling <FM "°SLFCB SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 009H The FireLock EZ Style 009H coupling is a rigid,installation-ready coupling for fire protection pipe joining.The coupling's unique design eliminates loose parts,insures consistent installation and provides substantial gains in productivity. IMPORTANT FireLock EZ Style 009H couplings are recommended for use ONLY on fire protection systems. PATENTED LISTINGS/APPROVALS* The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies.Contact Victaulic for performance on other pipe and the latest listings and approvals. Standard Pipe 1'A 175 365 365 365 365 32 1206 2517 2517 2517 2517 11fz 175 365 365 365 365 40 1206 2517 2517 2517 2517 2 175 365 365 365 365 50 1206 2517 2517 2517 2517 2Vz N/A 365 365 365 365 65 2517 2517 2517 2517 761mm N/A N/A 365"" 365 365 2517•" 2517 2517 3 365 365 365 365 80 N/A 2517 2517 2517 2517 4 N/A 365 365 365 365 100 2517 2517 2517 2517 165.1mm N/A N/A 290"" 232 300 1999"" 1600 2068 6# 290 365 232 365 150M N/A 1999 2517 1600 2517 * Listed/Approved for wet and dry pipe systems(>-40°F/-40°C). Please refer to the Victaulic Installation Manual(1-009H_009_009V.pdf)for details concerning when supplemental lubrication is required. '• EN-10219(L)for 76.1mm size;EN-10255(M)for 165.1mm size # Regional availability only Speciality Pipe BLT 1%4-2 160 300 EZT 1'/4-2 300 300 MT 1 A-2 300 300 2068 2068 2068 2068 2068 2068 DF 1%4-4 300 300 FF 1/4-4 300 300 MLT 1%4-2 N/A 300 2068 2068 2068 2068 2068 DT 1/4-2 300 360 FLF 1 S4-4 N/A 300 ST 1%4-2 N/A 300 2068 2068 2068 __ 2068 EF 1 A-4 175 175 FLT 1114-2 N/A 300 STF 1 A-4 N/A 300 1206 1206 2068 2068 EL 1%4-2 300 300 FLTL 1114-2 N/A 300 TF 2'/4-4 N/A 300 2068 2068 2068 2068 ET40 1'/4-2 300 300 GL 1'/4-2 300 300 WLS 1�/4-2 300 300 2068 2068 2068 2068 2068 2068 300 300 EZF 3-4 2068 2068 MF 1114-4 300 300 Z068 2068 WST 1%4-2 N/A 175 1206 XL 1%4-2 300 300 2068 2068 JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. lctauhc• REV F IPS CARBON STEEL PIPE-FIRE PROTECTION PRODUCTS 10.61 FireLock EZ° Rigid Coupling STYLE O09H STYLE 009H DIMENSIONS JPW II 1'A 1.660 365 790 0.10 2-3A x 2 2.95 4.77 2.70 4.63 1.93 1.4 32 42.4 2517 3514 2.54 -M10 x 2 75 121 69 118 49 0.7 1% 1.900 365 1035 0.10 2-M8 x 2 3.19 4.97 2.94 4.79 1.93 1.5 40 48.3 2517 4604 254 M10 x 2 81 126 75 122 49 0.7 STYLE 009H PRE-ASSEMBLED 2 2.375 365 1616 0.12 2-3/e x 2 3.79 5.53 3.45 5.42 1.93 1.9 (PUSH ON CONDITION) 50 60.3 2517 7193 3.05 M10 x 2 96 140 88 138 49 0.9 2'/5 2.875 365 2370 0.12 2-3/e x 2112 4.29 6.09 3.92 5.85 1.93 2.1 Y 65 73.0 2517 10542 305 M10 x 2'h 109 155 100 149 49 1.6 I•♦. 3.000 365 2580 0.12 2-3A x 2 '/2 4.40 6.31 4.05 5.90 1.93 2.1 A. 761 mm 76.1 2517 11476 3.05 -MID x 2'/2 112 160 103 150 49 1.0 X 3.500 365 3512 0.12 2-3/e x 2'h 4.91 6.70 4.55 6.46 1.93 2.3 60 88.9 2517 15622 105 -M10 x 2'h 125 170 116 164 49 1.0 4 4.500 365 5805 0.17 2-3A x 2'/2 5.95 Z82 5.54 Z47 2.14 2.9 100 114.3 2517 25822 4.32 -MID x 2'h 151 199 141 190 55 1.3 STYLE 009H JOINT ASSEMBLED 165,1 mm, 6.500 290 9623 0,17 2-%x 3% Z84 10.93 Z55 10.85 2.11 5.69 165.1 1999 42805 432 -M16 x 3 A 199 278 192 276 54 2.6 6 6.625 290 9997 0.17 2-5/e x 3 V/n Z96 11.08 Z67 11.99 2.11 5.92 150 168.3 1999 44469 4.32 •M16 x 3 A 202 281 195 305 54 2.69 Working Pressure and End Load are total,from all internal and external loads,based on standard weight (ANSI)steel pipe,standard roll or cut grooved in accordance with Victaulic specifications.See page 1 of this document for Listed/Approved ratings on other pipe. WARNING:FOR ONE TIME FIELD TEST ONLY,the Maximum Joint Working Pressure may be increased to 11h times the figures shown in the chart on page 1,specific to pipe schedule and size. t The allowable pipe separation dimension shown is for system layout purposes only.FireLock EZ couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. 0 Number of bolts required equals number of housing segments. MATERIAL SPECIFICATIONS Housing:Ductile iron conforming to ASTM A-536,grade 65-45-12.Ductile iron conforming to ASTM A-395,grade 65-45-15, is available upon special request. Housing Coating: • Orange enamel(North America,Asia Pacific) • Red enamel(Europe) Optional Coatings: • Hot dipped galvanized Gasket: • Grade"E"EPDM(Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc.,Underwriters Laboratories of Canada Limited,and Approved by Factory Mutual Research for wet and dry(oil free air)sprinkler services within the rated working pressure. Bolts/Nuts: Heat-treated plated carbon steel,trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. www.victaulic.com Ac-t-SU-1id VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED 10.61 2 REV F IPS CARBON STEEL PIPE- EIRE-PRID-TEC-TIDIN PRODUCTS 10.61 FireLock EZ° Rigid Coupling STYLE OO9H GENERAL NOTES NOTE:When assembling FireLock EZ couplings onto end caps,take additional care to make certain the end cap is fully seated against the gasket end stop.For FireLock EZ Style OO9H couplings,use FireLock No.006 end caps containing the"EZ"marking on the inside face or No.60 end caps con- taining the"QV EZ"marking on the inside face.Non-Victaulic end cap products shall not be used with Style OO9H couplings. IMPORTANT:Gaskets intended for the Style 009 or Style OO9V couplings cannot be used with the Style OO9H coupling.There is no interchanging of gaskets or housings between coupling styles. USE OF FLUSHSEAL GASKETS FireLock EZ couplings are supplied with FireLock EZ Grade"E"Type A gaskets.These gaskets FOR DRY PIPE SYSTEMS include an integral pipe stop,that once installed provides the same benefits as a FlushSeal gasket for dry pipe systems.It should be noted that standard FlushSeal gaskets are not compatible and cannot be used with the FireLock EZ couplings. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data,and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. For complete contact information,visit www.victaulic.com 10.61 5731 REV F UPDATED 10/2011 �Ct'aIU�IC� VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 10.61 i IPS CARBON STEEL PIPE-F RE 1 1 FireLockO Fittings �� FM o�c LPCB vrouni See Victaulic publication 10.01 for detail: Fire Lock®products comprise a unique system specifically designed for fire protection services. Fire Lock full-flow elbows and tees feature CAD-developed,hydrodynamic design,affording a shorter center-to-end dimension than standard fittings.A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings. 9b qr Fire Lock fittings are designed for use exclusively with Victaulic IPS-sized couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. Victaulic Fire Lock fittings pressure ratings conform to the ratings of Victaulic FireLock Style 005 couplings. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536,grade 65-45-12. Fitting Coating: • Orange enamel. • Red Enamel in EMEA-I. • Optional: Hot dipped galvanized. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com �CtaU�i4j VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2010 VICTAULIC COMPANY.ALL RIGHTS RESERVED. REV I 1r?.Ct:S i IPS CARBON STEEL PIPE-FIRE PROTECTION PRODUCTS 10.03 FireLock° Fittings DIMENSIONS �cc0E1 for"I I CloC� t T T Fes✓ o < /0 6 7�' to L mm NO.001 NO.003 NO.002 NO.006 �r •r tl. r 1%< 1.660 0.8 0.3 32 42.4 - - - - - - 21 0.1 1'k 1.900 - - - - 0.82 0.4 40 48.3 - - - - 21 0.2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 50 60.3 70 0.8 51 0.8 70 1.1 22 0.3 2% Z875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 65 73.0 76 1.4 57 1.0 76 1.6 22 0.5 76.1 mm 3.000 3.00 3.30 2.25 2.4 _ _ - 76.1 76 1.5 57 1.1 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 80 88.9 86 1.8 64 1.4 86 2.4 22 0.5 108mm 4.250 4.00 5.7 3.00 5.1 4.00 7.5 108.0 102 2.6 76 2.3 102 3.4 4 4.500 4.00 6.7 3.00 5.6 - 4.00 8.7 1.00 2.4 100 114.3 102 3.0 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 125 1413 124 5.7 83 3.8 124 71 25 1.9 159mm 6.250 5.50 12.6 3.50 9.2 5.50 17.9 15&8 140 5.7 89 4.2 140 8.0 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 150 168.3 140 8.3 89 5.3 140 10.3 25 2.7 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 200 219.1 173 11.6 108 9.3 176 17.6 29 5.8 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2010 VICTAULIC COMPANY.ALL RIGHTS RESERVED. �CtaUI1C� 10.032 REV IPS CARBON STEEL PIPE-FIRE PROTECTION PRODUCTS 10.03 FireLock° Fittings FLOW DATA Actual L I Q0. Fibow 45-FIhmy 7M� 1 Y4 1.660 1.5 0.8 3.7 1.5 32 42.4 0.5 0.2 1.1 0.5 1 h 1.900 2.2 1.1 5.5 2.2 40 48.3 0.7 0.3 1.7 0.7 2 2.375 3.5 1.8 8.5 3.5 50 60.3 1.1 0.5 2.6 1.1 2%2 2.875 4.3 2.2 10.8 4.3 65 73.0 1.3 0.7 3.3 1.3 76.1 mm 3.000 4.5 2.3 11.0 4.5 76.1 IA 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 80 88.9 1.5 0.8 4.0 1.5 108mm 4.250 6.4 3.2 15.3 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 100 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 125 141.3 2.6 1.3 6.4 2.6 159mm 6.250 9.4 4.9 25.0 9.6 158.8 2.9 1.5 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 150 16&3 3.0 1.5 7.6 3.0 8 8.625 13.0 5.0 33.0 13.0 200 219.1 4.0 1.5 10.1 4.0 t The flow data listed is based upon the pressure drop of Schedule 40 pipe. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2010 VICTAULIC COMPANY.ALL RIGHTS RESERVED 1CtaUI1C REV 1 10.03 3 IPS CARBON STEEL PIPE-FIRE PROTECTION PRODUCT', 1 1 FireLock° Fittings GENERAL NOTES NOTE:When assembling FireLock EZ couplings onto end caps,take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009/009WO09H couplings,use FireLock No.006 end caps containing the"EZ"marking on the inside face or No.60 end caps containing the"QV EZ"marking on the inside face.Non-Victaulic end cap products shall not be used with Style 009/009WO09H couplings. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. For complete contact information,visit www.victaulic.com 10.03 1539 REV 1 UPDATED 212010 A-0—ta—ulid VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2010 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 10.03 tLIGO Fire & Building Products Technical Services:Tel: (800) 381-9312/Fax: (800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Products Figure 730 Mechanical Tees - Threaded / Grooved General Protective coatings: Limited •Non-lead orange paint Description •Fire brigade red(optional)non-lead paint Warranty eUL •Hot dipped galvanized conforming to ASTM Products manufactured by Tyco Fire Products are U LC A-153 warranted solely to the original Buyer for ten(10) Bolt/Nuts: Track Head Bolts - conforming to FM ASTM A 183, Zinc Plated, (Min. Tensile = years against defects in material and workmanship ASTM 0 psi/, Zinc late when paid for and properly installed and maintained ` 4 conforming to under normal use and service. This warranty will Metric- ASTM F568M Gasket (specify when todering) expireten(10)yearsfromdateofshipmentbyTyco s • Grade"E"EPDM,green color code Fire Products. No warranty is given for products or (See Data Sheet TFP1895 for aid in selecting components manufactured by companies not proper gasket) affiliated by ownership with Tyco Fire Productsorfor products and components which have been subject O rde r i n to misuse,improper installation,corrosion,orwhich g have not been installed, maintained, modified or See Fire Protection Submittal Sheet for Pressure repaired in accordance with applicable Standards of Rating and Listing/ApprovalInformation Procedure the National Fire Protection Association (NFPA), The Figure 730 Mechanical Tees may be used for When placing an order,indicate the full product and/orthe standardsof any other Authorities Having any tee connection where a threaded or grooved name.Please specify the quantity,figure number, Jurisdiction. Materials found by Tyco Fire Products outlet is needed. They may be converted into a type of gasket,Grade"E"EPDM,and size. to be defective shall be either repaired or replaced,at cross when necessary. Grinnell Grooved Piping Products, valves, Tyco Fire Products'sole option.Tyco Fire Products WARNING accessories and other products are available neither assumes, nor authorizes any person to The Figure 730 Mechanical Tee described herein throughout the U.S.,Canada,and internationally, assumeforit,any other obligation in connection with must be installed and maintained in compliance through a network of distribution centers. You the sale of products or parts of products. Tyco Fire with this document,as well as with the applicable may write directly or call 215-362-0700 for the Products shall not be responsiblefor sprinklersystem standards of the National Fire Protection distributor nearest you. design errors or inaccurate or incomplete information Association, in addition to the standards of any supplied by Buyer or Buyer's representatives. otherauthoritieshavingjunsdiction.Failure to do Care and IN NO EVENT SHALL TYCO FIRE PRODUCTS BE so may impair the performance of this device. w LIABLE,IN CONTRACT,TORT,STRICT LIABILITY The owner is responsible for maintaining their Maintenance OR UNDER ANY OTHER LEGAL THEORY, FOR fire protection system and devices in proper INCIDENTAL, INDIRECT, SPECIAL OR operating condition. The installing contractor or The owner is responsible for the inspection, CONSEQUENTIAL DAMAGES,INCLUDING BUTNOT sprinklermanufacturershould becontacted with testing,and maintenance of their fire protection LIMITED TO LABOR CHARGES,REGARDLESS OF any questions. system and devices in accordance with the WHETHERTYCO FIRE PRODUCTSWAS INFORMED applicable standards of the National Fire Protection ABOUT THE POSSIBILITY OF SUCH DAMAGES, Association (e.g., NFPA 25), in addition to the AND IN NO EVENT SHALLTYCO FIRE PRODUCTS' Technical standards of any authority having jurisdiction. LIABILITY EXCEED AN AMOUNT EQUAL TO THE Data The installing contractor or product manufacturer SALES PRICE. should be contacted relative to any questions. THE FOREGOING WARRANTY IS MADE IN LIEU OF Figure: 730 Any impairment must be immediately corrected. ANY AND ALL OTHER WARRANTIES EXPRESS OR Outlet:Threaded or Grooved It is recommended that automatic sprinkler IbMPLIEO. INCLUDING WARRANTIES Of Approvals: UL, FM, ULC, VdS, and LPCB; systems be inspected,tested,and maintained by MERCHANTABILITY AND FITNESS FOR A See Fire Protection Submittal Sheet for exact a qualified Inspection Service. PARTICULAR PURPDSE. Listing/Approval information. Housing: Ductile iron conforming to ASTM A-536,Grade 65-45-12 Page 1 of 4 September 2004 TFP1860 Page 2 of 4 TFP1860 Figure 730 Mechanical Outlet Tee and Cross (Threaded) B C 8 C D A D A TAKEOUT TAKEOUT t E D TAKEOUT A Figure 730 Mechanical Outlet Tee Figure 730 Mechanical Outlet Cross (Threaded) (Threaded) Nom.Size Hole Dia.$ Nominal Dimensions Bolt Tee Cross Hole Max. A B C D t Net Wt. Net Wt. Run x Branch Inches Inches Inches Inches Inches Inches Inches Size" Lbs. Lbs. mm mrn mm mm mm rnm rnm Dia.x Lg. Kg. Kg. 2"x'/2",'/4", 1" 1.50 1.63 2.62 4.88 3.07 2.12 1.59 3/e"x 21/4" 2.2 2.6 38.1 41.3 66.5 124.0 78.0 53.8 40.4 M 10 x 57 1.0 1.2 2"x 11/4" 1.75 1.88 2.78 4.88 3.32 1.93 1.59 '/e"x 2'/4" 2.5 3.3 44.5 1 47.6 70.6 124.0 84.3 49.0 40.4 M 10 x 57 1.1 1.5 2„x 11/2" 1.75 1.88 2.75 4.88 3.32 1.93 1.59 '/a"x 2'/4" 2.5 3.7 44.5 47.6 69.9 124.0 84.3 49.0 40.4 M 10 x 57 1.1 1.7 21/2'x 1/2",1/4", 1' 1.50 1.63 2.88 5.25 3.07 2.38 1.81 3/e"x 2'/4" 2.7 3.1 38.1 41.3 73.2 133.4 78.0 60.5 46.0 M 10 x 57 1.2 1.4 21/2"x 1'/4" 2.00 2.13 3.00 5.25 3.56 2.19 1.81 3/8"x 21/4" 3.1 3.9 50.8 54.0 76.2 133.4 90.4 55.6 46.0 M10 x 57 1.4 1.8 21/2"x 11/2" 2.00 2.13 3.07 5.25 3.59 2.17 1.81 3/a'x 21141' 3.3 4.3 50.8 54.0 78.0 133.4 91.2 55.1 46.0 M10 x 57 1.5 1.9 21/2"x 2" 2.00 2.13 3.19 5.25 4.00 2.44 1.81 31e'x 2114" 3.5 4.4 50.8 54.0 81.0 133.4 101.6 62.0 46.0 M 10 x 57 1.6 2.0 76.1mm x 1/2",3/4'.. 1 1.50 1.63 2.94 5.62 3.07 2.44 1.87 2.7 3.1 " 38.1 41.3 74.5 142.7 78.0 62.0 47.5 M10 x 57 12 14 2.00 2.13 3.06 5.62 3.56 2.25 1.87 3.1 3.9 76.1mm x 1'/a" 50.8 54.0 77.7 142.7 90.4 57.2 47.5 M10 x 57 1.4 1.8 2.00 2.13 3.i 3 5.62 3.56 2.25 1.87 3.3 5.1 76.1mm x 11/2" 50.8 54.0 79.5 142.7 90.4 57.2 47.5 M10 x 57 1.5 2.3 76.1mm x 2" 2.50 2.63 3.25 5.62 4.00 2.50 1.87 M10 x 57 4.1 5.9 63.5 66.7 82.6 142.7 101.6 63.5 47.5 1.9 2.7 3"x'/2` 3/4" 1" 1.50 1.63 3.19 6.13 3.07 2.56 2.21 '12"x 3"' 3.7 4.5 38.1 41.3 81.0 155.7 78.0 65.0 56.1 M12 x 76 1.7 2.0 3"x 11/4" 1.75" 1.88 3.34 6.13 3.32 2.50 2.21 1/2"x 3" 3.9 4.9 44.5 47.6 84.8 155.7 84.3 63.5 56.1 M12 x 76 1.8 2.2 3"x 11/2" 2.00 2.13 3.38 6.13 3.56 2.48 2.21 1/2"x 3" 4.2 5.5 50.8 54.0 85.9 155.7 90.4 63.0 56.1 M12 x 76 1.9 2.5 3"x 2" 2.50 2.63 3.50 6.13 4.09 2.75 2.21 1/2"x 3" 4.7 6.5 63.5 66.7 88.9 155.7 103.9 69.9 56.1 M12 x 76 2.1 2.9 4"x'/2",3/4", 1" 1.50 1.63 3.69 7.13 3.07 3.06 2.78 '/2"x 3" 5.5 7.1 38.1 41.3 93.7 181.1 78.0 77.7 70.6 M12 x 76 2.5 3.2 4"x 11/4 1.75' 1.88 3.92 7.13 3.32 3.00 2.78 '/2"x 3" 5.5 7.1 44.5 47.6 99.6 181.1 84.3 76.2 70.6 M12 x 76 2.5 3.2 4"x 11/2" 2.00 2.13 4.00 7.13 3.56 2.98 2.78 1/2"x 3"' 5.5 7.1 50.8 54.0 101.6 181.1 90.4 75.7 70.6 M12 x 76 2.5 3.2 4"x 2" 2.50 2.63 4.00 7.13 4.06 3.25 2.78 '/2"'x 3"' 6.0 8.1 63.5 66.7 101.6 181.1 103.1 82.6 70.6 M 12 x 76 2.7 3.7 4"x 21/2" 2.75 2.88 4.00 7.13 4.38 3.12 2.78 1/2"x 3" 6.0 8.1 69.9 73.0 101.6 181.1 111.3 79.2 70.6 M12 x 76 2.7 3.7 4"x 76.1mm 2.75 2.88 4.00 7.13 4.38 3.12 2.78 M12 x 76 6.0 8.1 69.9 73.0 101.6 181.1 111.3 79.2 70.6 2.7 3.7 4"x 3" 3.50 3.63 4.13 7.13 5.13 3.31 2.78 '/2"x 3" 7.0 13.5 88.9 92.1 1 104.9 181.1 130.3 84.1 70.6 M12 x 76 3.2 6.1 $ Proper hole preparation is required for effective sealing and performance. Check the pipe seal surface within'/s"of the hole to be certain it is free from conditions that would affect proper gasket sealing. Remove any sharp or rough edges from the hole or upper housing contact area,that might affect assembly,proper seating of the locating collar or flow from the outlet. Check gasket grade to be certain it is suitable for the service. For crosses,ensure double outlet holes are aligned on opposite sides of the pipe. The use of threaded products other than steel pipe,such as dry pendants,etc.may not be compatible with the female threaded outlet on the Mechanical Tee. Always confirm compatibility by contacting Tyco Fire Products. Gold color coded metric bolt sizes are available upon request. Nola:Outlet threads conforming to ISO 7-1 are available,contact Tyco Fire Products for details. Page 3 of 4 TFP1860 Figure 730 Mechanical Outlet Tee and Cross (Threaded) B C B C D A D A TAKEOUT TAKEOUT 1 E D TAKEOUT A Figure 730 Mechanical Outlet Tee Figure 730 Mechanical Outlet Cross (Threaded) (Threaded) Nom.Size Hole Dia.$ Nominal Dimensions Bolt Tee Cross Hole Max. A B C D E Size"" Net Wt. Net Wt, Run x Branch Inches Inches Inches Inches Inches Inches Inches Lbs. Lbs. mm mm mm mm mm mm mrn Dia.x Lg. Kg. Kg. 2.00 2.13 4.63 8.13 3.56 4.00 3.37 5/6"x 43/4" 6.5 7.7 5"x 1'/2" 50.8 54.0 117.6 206.5 90.4 101.6 85.6 M16x 121 2.9 3.5 2.50 2.63 4.63 8.13 4.06 3.88 3.37 5/8"x 43/a" 7.1 8.1 5"x 2" 63.5 1 66.7 117.E 1 206.5 103.1 1 98.6 85.6 M16 x 121 3.2 3.7 2.75 2.88 4.75 8.13 4.38 3.88 3.37 %"x 43/4" 7.3 8.7 5"x 21/2" 69.9 73.0 120.7 206.5 111.3 98.6 85.6 M16 x 121 3.3 3.9 2.75 2.88 4.75 8.13 4.38 3.88 3.37 7.3 8.7 5"x 76.1mm 69.9 73.0 120.7 206.5 111.3 98.6 85.6 M16 x 121 3.3 3.9 3.50 3.63 5.00 8.13 5.13 4.06 3.37 5/e"x 43/4" 7.6 14.7 5"x 3" 88.9 92.1 127.0 206.5 130.3 103.1 85.6 M16x 121 3.4 6.7 2.00 2.13 5.13 9.25 3.56 4.25 3.90 6.9 7.9 165.1 mm x 1'/a" 50.8 54.0 130.3 235.0 90.4 108.0 99.1 M 16 x 121 3.1 3.6 2.00 2.13 5.13 9.25 3.56 4.04 3.90 7.4 8.9 165.1mm x 1'/2" 50.8 54.0 130.3 235.0 90.4 102.6 99.1 M16 x 121 3.4 4.0 2.50 2.63 5.13 9.25 4.06 4.31 3.90 7.5 8.9 165.1mm x 2" 63.5 66.7 130.3 235.0 103.1 109.5 99.1 M16 x 121 3.4 4.0 165.1mm x 21/2" 2.75 2.88 5.13 9.25 4.38 4.18 3.90 M16 x 121 7.5 11.1 69.9 73.0 130.3 235.0 111.3 106.2 99.1 3.4 5.0 2.75 2.88 5.13 9.25 4.38 4.18 3.90 M16 x 121 7.5 11.1 165.1 mm x 76.1 mm 69.9 73.0 130.3 235.0 111.3 106.2 99.1 3.4 5.0 165.1mm x 3" 3.50 3.63 5.50 9.25 5.13 4.37 3'90 M16 x 121 9.5 14.1 88.9 92.1 139.7 235.0 130.3 111.0 99.1 4.3 6.4 4.50 4.63 5.38 9.25 6.13 4.56 3.90 10.0 20.1 165.1 mm x 4" 114.3 117.5 136.7 235.0 155.7 115.8 99.1 M16 x 121 4.5 9.1 2.00 2.13 5.13 9.25 3.56 4.25 3.90 5/3"x 43/4" 6.9 7.9 6"x 1'/4" 50.8 54.0 130.3 235.0 90.4 108.0 99.1 M16x 121 3.1 3.6 2.00 2.13 5.13 9.25 3.56 4.04 3.90 518"x 4314" 7.4 8.9 6"x 11/2" 50.8 54.0 130.3 235.0 90.4 102.6 99.1 M16x 121 3.4 4.0 2.50 2.63 5.13 9.25 4.06 4.31 3.90 '/e"x 4'/a`' 7.5 8.9 6"x 2 63.5 66.7 130.3 235.0 103.1 109.5 99.1 M16 x 121 3.4 4.0 2.75 2.88 5.13 9.25 4.38 4.113 3.96 7e"x 4314" 7.5 11.1 6 x 2'/2 69.9 73.0 130.3 235.0 111.3 106.2 99.1 M16x 121 3.4 5.0 2.75 2.88 5.13 9.25 4.38 4.18 3.90 M16 x 121 7.5 11.1 6"x 76.1 mm 69.9 73.0 130.3 235.0 111.3 106.2 99.1 3.4 5.0 3.50 3.63 5.50 9.25 5.13 4.37 3.90 5/s"x 43/4" 9.5 14.1 6"x 3" 88.9 92.1 139.7 235.0 130.3 111.0 99.1 M16x 121 4.3 6.4 4.50 4.63 5.38 9.25 6.13 4.56 3.90 5/e"x 43/4" 10.0 20.1 6"x 4" 114.3 117.5 136.7 235.0 155.7 115.8 99.1 M16 x 121 4.5 9.1 2.76 2.88 6.25 12.50 4.38 5.12 4.96 77 x 4'/a`' 10.2 12.1 8.1 x 21/2 69.9 73.0 158.8 317.5 111.3 130.0 124.5 M20 x 121 4.6 5.5 2.75 2.88 6.25 12.50 4.38 5.12 4.90 10.2 12.1 8"x 76.1 mm 69.9 73.0 158.8 317.5 111.3 130.0 124.5 M20 x 121 4.6 5.5 3.50 3.63 6.50 12.50 5.13 5.37 4.90 E3/4" 4/4" 12.5 15.1 8"x 3" 8g9 9P.1 165.1 317.5 130.3 136.4 124.5 121 5.7 6.8 4.50 4.63 6.38 12.50 6.13 5.66 4.9043/4" 12.5 21.1 8"x 4" 114.3 117.5 162.1 317.5 155.7 141.2 124.5 121 1 5.7 9.a $ Proper hole preparation is required for effective sealing and performance. Check the pipe seal surface within 5/8"of the hole to be certain it is free from conditions[hat would affect proper gasket sealing. Remove any sharp or rough edges from the hole or upper housing contact area,that might affect assembly,proper seating of the locating collar or flow from the outlet. Check gasket grade to be certain it is suitable for the service. For crosses,ensure double outlet holes are aligned on opposite sides of the pipe.The use of threaded products other than steel pipe,such as dry pendants,etc.may not be compatible with the female threaded oullel on the Mechanical Tee. Always confirm compatibility by contacting Tyco Fire Products. Gold color coded metric bolt sizes are available upon request. Note:Outlet threads conforming to ISO 7-1 are available,contact Tyco Fire Products for details. Page 4 of 4 TFP1860 Figure 730 Mechanical Outlet Tee and Cross (Grooved) © C B C A A i E A Figure 730 Mechanical Outlet Figure 730 Mechanical Outlet Grooved Tee Grooved Cross Nominal Hole Dia.$ Nominal Dimensions Bolt. Tee Cross Nominal Hole Dia.$ Nominal Dimensions golf lee Cross Size Hale Max. A B C E Net Wt. Net Wt. Size Hole Max. A B C E Net Wt. Net Wt. Size"' Size"' Run x Inches Inches Inches Inches Inches Inches Lbs. Lbs. Run x Inches Inches Inches Inches Inches Inches Lbs. Lbs. Branch mm mm mm mm mm mm Dia.x Lg. Kg. Kg. Branch mm mm mm mm mm mm Dia.x Lg. Kg. Kg. 2"x 1Vd' 1.76 1.88 2.78 4.88 3.32 1.59 '/a'x 21Y 2.5 3.3 Y x 76.1mm 2.75 2.88 4.75 8.13 4.38 3.37 Ml6 x 121 7.3 8.7 44.5 47.6 70.6 124.0 84.3 40.4 M10x57 1.1 1.5 69.9 73.0 120.7 206.5 111.3 85.6 3.3 3.9 2"x 11/i" 1.75 1.88 2.62 4.88 3.32 1.59 /a"x 2V4" 2.5 3.7 5'x 3 .50 3.6 5. 0 8.13 5.13 3.37 'le'x 414' 7.6 14.7 44.5 47.6 66.5 124.0 84.3 40.4 M10x57 1.1 1.7 88.9 92.1 127.0 206.5 130.3 85.6 M16x 121 3.4 6.7 2Vz'x 1114" 2.00 2.13 3.00 5.25 3.56 1.81 a/e'x 21/4" 3.1 3•� 165.1 mm x 1114. 2.00 2.13 5.13 9.25 3.56 3.90 M16 x 121 6.9 7.9 50.8 54.0 76.2 133.4 90.4 46.0 M10x57 1.4 1.8 50.8 54.0 130.3 235.0 90.4 99.1 3.1 3.6 T x 1 Vs 2. 2. 3 3.07 5.25 3.59 1.81 '/e'x 21/a' 3.3 4.3 165.1 mm x 11/z' 2.00 2.13 5.13 9.25 3.b6 3.9G M16 x 121 7.4 8.9 50.8 54.0 78.0 133.4 91.2 46.0 M10x57 1.5 1.9 50.8 54.0 130.3 235.0 90.4 99.1 3.4 4.0 2.Gu 2.i3 3.i9 5.z5 4. 0 1.81 '/e'x21/4" 3.5 4.4 2.50 2,63 5.13 9.25 4.06 3.90 7.5 8.9 2/z x 2 50.8 54.0 81.0 133.4 101.6 46.0 M10x57 1.6 P.0 165.1mm x 2" 63.5 66.7 130.3 235.0 103.1 99.1 M16 x 121 3.4 4.0 76.1-x 1114" 2.0 2.13 3.06 5.62 3.5 • / M10 x 57 3.1 3.9 165.imm x 2V2" 2.75 2.88 5.13 9.25 4.38 3.90 M16 x 121 7.5 11.1 50.8 54.0 777 142.7 90.4 47.5 1.4 1.8 69.9 73.0 130.3 235.0 111.3 99.1 3.4 5.0 76.1 mm x 11/2" 2.00 2.13 3.13 5.62 3.56 1.87 Ml0 x 57 3.3 0.1 165.1..x 76-1 2.75 2.88 5.13 9.25 4.38 3.90 M16 x 121 7.5 11.1 50.8 54.0 79.5 142.7 90.4 475 1.5 2.3 69.9 73.0 130.3 235.0 111.3 99.1 3.4 5.0 2.50 2.63 3.25 5.62 4.00 1.87 4.1 5.9 3.50 3. 3 5. 9:5 5.13 . 0 9.5 14.1 76.1mmx2" 63.5 66.7 82.6 142.7 101.E 475 M10x57 19 27 165.1mmX3" 88.9 92.1 139.7 235.0 130.3 99.1 M16x121 43 6.4 3"x 1114" 1.75' 1.88 3.34 6.13 3.32 2.21 1 i2'x 3' 3.9 4.9 165.1 mm x 4" 4.50 4.63 5.38 9.25 6.13 3.9u M16 x 121 10.0 20.1 44.5 476 84.8 155.7 84.3 56.1 M12x76 1.8 2.2 114.3 117.5 136.7 235.0 155.7 99.1 4.5 9.1 3'x 1112 2.00 2.13 3.38 6.13 3.56 2.21 112'x 3- 4.2 5.5 6"x 1 Vd' 2.00 2.13 5.13 9.25 .56 3. /e'x 4-/4' 6.9 7.9 50.8 54.0 85.9 155.7 90.4 56.1 M12x76 1.9 2.5 50.8 54.0 130.3 235.0 90.4 99.1 M16x 121 3.1 3.6 3'x 2' 2.50 2.63 3.50 6.13 4.09 2.21 V2'x 3' 4.7 6.5 6"x 11/2" 2.00 2.13 5.13 9.25 3.56 3.90 11C x 4'/4" 7.4 8. 63.5 66.7 88.9 155.7 103.9 56.1 M12x76 2.1 2.9 50.8 54.0 130.3 235.0 90.4 99.1 M16x 121 3.4 4.0 1.75' 1.88 3.9'L 7.1" 3.32 2.78 lz'x 3' S.5 7.i250 2.83 5.i 3 9.25 4.Oli 3.90 '/e'x 4'/4' 7.5 8.9 4 x 1/4 44.5 47.6 99.6 181.1 84.3 70.6 M12x76 2.5 3.2 6 x 2" 63.5 66.7 130.3 235.0 103.1 99.1 M16x 121 3.4 4.0 4"x 11/i' 2.00 2.13 4.00 7.13 3.56 2.78 1i2'x 3`" 5.5 7.1 g'x 2Vd' 2.75 2.88 5.13 9.25 4.38 3.90 Ve'x 45/4' 7.5 11.1 50.8 54.0 101.6 181.1 90.4 70.6 M12x76 2.5 3.2 69.9 73.0 130.3 235.0 111.3 99.1 M16x 121 3.4 5.0 2.50 2.63 4.00 7.13 4.06 2.78 Vi'x T 6.6 8.1 6"x 761 mm 2.T 2.88 5.13 9.25 4.38 3.90 7.5 11.1 4"x E' 63.5 66.7 101.E 181.1 103.1 70.6 M12x76 2.7 3.7 . 69.9 73.0 130.3 235.0 111.3 99.1 M16 x 121 3.4 5.0 4'x 21/i 2.75 2.88 4.00 7.13 4.38 2.7 W,x 3" 6.0 8.1 6"x 3" 3.50 3.63 5.50 9.25 5.13 3.90 '/a"x 43/4" 9.5 14.1 69.9 73.0 1016 181.1 111.3 70.6 M12x76 2.7 3.7 88.9 92.1 139.7 235.0 130.3 99.1 M16x 121 4.3 6.4 4"x 76.1 mm 2.75 2.88 4.00 7.13 4.38 2.78 M12x76 6.0 8.1 6•x 4• 4.50 4.63 5.38 9.26 6.13 3.90 '/a"x 4'/4" 10.0 20.1 69.9 73.0 101.6 181.1 111.3 70.6 2.7 3.7 1 114.3 117.5 136.7 235.0 155.71 99.1 M16x 121 4.5 9.1 Tx 3' 3.50 3.63 4.13 7.13 5.13 2.78 IN x 3" 7.0 13.5 8"x 21/2" 2.75 2.88 6.25 12.50 4.38 4.90 1/4"x 41/4" 10.2 12,1 88.9 92.1 104.9 181.1 130.3 70.6 M12x76 3.2 6.1 69.9 73.0 158.8 3175 111.3 124.5 M20x 121 4.6 5.5 5"x 11/2" 2.00 2.13 4.63 8.13 3.56 3.37 '/e x 4-h- 6.5 7.7 8"x 76.1mm 2.75 2. 6.t5 i2.50 4.38 4. G M20 x 121 10.2 12.1 50.8 54.0 1176 206.5 90.4 85.6 M16x 121 2.9 3.5 69.9 73.0 158.8 3175 111.3 124.5 46 5.5 5"x 2' 2.50 2.63 4.63 8.13 4.06 3.37 °/e'x 4'/a' 7.1 8.1 8'x 3' 3.50 3.b3 6.50 1',5 5.1 4. °la'x 4°1a 12.5 15.1 63.5 66.7 1176 206.5 103.1 85.6 M16x 121 3.2 3.7 88.9 92.1 165.1 317.5 130.3 1245 M20x 121 5.7 6.8 5"x 2Vi' 2.75 2.88 4.75 8.13 4.38 3.37 'le'x 43ll 7.3 8.7 8'x 4' 4.50 4.63 6.38 12.50 6.13 4. 0 '/a'x 4°/a 12.5 21.1 69,9 73.0 120.7 206.5 111.3 85.6 M16x 121 3.3 3.9 114.3 117.5 162.1 317.5 155.7 124.5 M20x 121 5.7 9.6 $ Proper hole preparation is required for effective sealing and performance, Check the pipe seal surface within'/a"of the hole to be certain it is free from conditions that would affect proper gasket sealing. Remove any sharp or rough edges from the hole or upper housing contact area,that might affect assembly,proper seating of the locating collar or flow from the outlet. Check gasket grade to be certain it is suitable for the service. For crosses,ensure double outlet holes are aligned on opposite sides of the pipe. The use of threaded products other than steel pipe,such as dry pendents,etc.may not be compatible with the female threaded outlet on the Mechanical Tee. Always confirm compatibility by contacting Tyco Fire Products. Gold color coded metric bolt sizes are available upon request. General Notes:It is the Designer's responsibility to select products suitable for the intended service and to ensure4T,n5�o that pressure ratings and performance data is not exceeded. Always read and understand the installation 9001 instructions(I1-1-1000). Never remove any piping component or corrector modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19946 Printed U.S.A. MSHURJOINVO Threaded Fittings 1-01 �ranvshurjoinl.com e - For Fire Protection pressure rating,listing,and approval information,visit Shurjointwebsite, ywwshurioint.co THREADED FITTINGS m for details or contact your SHURJOINT Representative. Shurjoint offers a complete range of ductile iron Class 300 threaded fittings in sizes from '/z"to 2 2" Material: Ductile iron ASTM A536 Gr.65-45-12 and or Shurjoint ductile iron threaded fittings are 100%air ASTM A395 Gr.65-45-15. tested underwater to ensure leak-free performance. Dimensions:ANSI 1316.3 Class 150 except bushings and The Shurjoint ductile iron fitting series is UL listed plugs(1316.14),unions(1316.39)and companion flanges and FM approved, making them the right choice for (1316.42).Please note wall thickness dimensions are fire protection and other general application services. subordinate to Shurjoint UL and FM pressure rating listings and approvals Threads:ANSI B1.20.1 NPT or ISO-7(BSPT) Finish: Black or electro-zinc plated • General Dimensions These dimensions apply to all standard fittings,both straight and reducing. For center-to-face dimensions(*), see fitting tables. Ductile Iron Class 300 threaded fittings are designed to the I ` AL- same dimensions as that of Class 150 malleable iron E I H fittings.Though due to the superior strength characteristics, I r ductile Iron fittings carry a much higher pressure rating. B Laboratory tests confirm Shurjoint ductile iron fittings have T passed hydrostatic test pressures exceeding 6,000 psi/ 414 Bar,which is equal to four times the 1,500 psi/103 Bar as specified by ANSI 1316.3 for 1%"—2"sizes. Size BandO.D. in in in in Y2 1.02 0.25 0.43 % 1.46 0.27 0.50 .6 1 1.77 0.30 0.58 1 Y< 2. 0.34 0.67 1% 2.43 43 0.37 0.7070 2 2.96 0.42 0.75 2Y: 1 3.59 0.48 0.92 Installers who have not used DI threaded fittings before Burst pressure testing of DI threaded fittings(2„) 0 should be instructed that the fittings are stronger than the pipe in most cases. In general DI threaded fittings require about a one-half turn less than cast iron fittings. Refer to the installation instructions for further detail. Pressure-Temperature RatinRIANSI B16.3&1316.14 Nom Working Pressure • Rating @1 .G.) Working Pressure Class '' —1":2000 psi/140 Bar 300 1%"—2":1500 psi/105 Bar 300 psi(20 Bar) 2Yz":1000 psi/70 Bar 'Proof test pressure:1.5 times the working pressure,non-shock cold,vater 1-01-1/6 Rev.G 20120315 Fittings 1-01 TSHURJOINTO Threaded %v;.w 5hlr rioin1 com MODEL 811 ELBOW 900 ElbowModel 811 900 A Slze A Wt. Box Q' in in Lbs PCs % 1.12 0.25 240 t 'r: 1 31 0.35 120 1 150 0.57 70 A '0 1%. 1.75 0.97 40 L_ 1% 1.94 1.17 30 2 2.25 1.83 20 2% 270 3.34 10 MODEL 812 REDUCING ELBOW 900 ElbowModel 812 Reducing •0 Size A B Wt. Box Q' in in in Lbs PCs x%: 1-20 122 0.35 160 1 x Yz 1.26 1 36 0.46 110 f 1 x'/< 1.18 1.45 0.57 90 A X 1'/.x% 1.34 1.53 0.64 75 P/.x% 145 1,62 0.68 1 60 1'/.x 1 1.58 1.67 0-81 55 1'%x'% 1.41 1.66 0.84 45 1'/x'/< 1.52 1.75 0.90 45 1%x 1 1.66 1.80 0.95 40 1'/z x 1 Y. 1.82 188 1 10 35 2 x% 1.60 1.97 1.19 30 2 x 1 1.73 2.02 1.47 25 2 x 11/2 2.02 2.16 1.61 20 2%x2 2.39 2.60 2.93 15 MODEL 813 ELBOW 450 ElbowModel 813 Size A Wt. Box(�'ty A in n Lbs PCs YY 0.88 0.22 250 '/. 0.98 0.33 150 1 112 0.55 90 1%. 1,29 0.84 50 A 1% 1.43 0.92 35 j 2 1.68 1.63 18 2'-a 1 95 242 t-12 1-01-2/6 Rev.G 20120315 IFISHURJOINTO - ' - 'l MODEL 814 TEE Model : Tee - i f` Size A wt. Box Q' --..` In in Lbs PCs A � '/2 1.12 0.31 150 3/ 1.31 0.48 90 1 150 0.81 60 1%4 1.75 1.28 35 1'% 1.94 1.72 24 -- 2 2.25 257 12 2Y 2.70 4.44 1 8 MODEL 815 REDUCING TEE Model 815 Reducing Tee _ Size A B C Wt. Box I In In in in Lbs PCs % % 1.20 120 1.22 046 95 f r %: 1 1-50 1,36 1,50 0.71 55 _ Y: 1.26 1.20 1.36 0.59 80 1 3/4 % 1.37 1.31 1.45 0.66 65 1 1.50 1.45 1.50 077 55 1 Y 126 1.25 1.35 0.64 65 :1 3/ 1.37 137 1.45 0.75 60 '/ 1.34 1.26 1.53 0.79 50 1 % 1.45 1.37 1.62 0.88 50 1 158 1.50 1.67 1.01 45 1%4 1:: 1.75 1.67 1.75 1.25 40 /2 1.34 1.34 1.53 0.84 45 1'/4 3/4 1.45 1.45 1.62 0.99 45 1 158 1.58 167 112 40 1.44 1.31 1.69 0.92 40 % 1.50 1.37 1.75 1.01 40 1 1 1.65 1.50 1.80 1.19 30 V. 1.82 167 188 1.54 30 1;:• 1.94 1.80 1.94 1.54 30 1%: /Z 1.41 1.34 1.66 1.08 40 1'/4 3/4 1.52 1.45 1.75 1.14 40 1 1.65 1.58 180 1.39 30 %2 1.41 1.41 1.66 1.10 35 1/2 3/4 1.52 1.52 1.75 1.17 35 1 1.65 1.65 1.80 136 30 1'/. L82 1.82 1.88 1.56 30 1 2 2.25 2.02 2.25 2.13 15 1'/4 2 2.25 2.10 2.25 2.22 15 1.49 1.41 188 1-52 30 S 160 152 1.97 1.47 25 1%: 1 1.73 1.65 2.02 1.63 20 2 1%: 2.02 1.94 2.16 2.09 20 2 2.25 2.16 225 233 15 1.49 1.49 1.88 1.56 20 3/4 1.60 1.60 1.97 1.61 20 2 1 1.73 1.73 2.02 1.80 20 1t/4 1.90 1,90 2.10 2.09 20 1'/: 2.02 2.02 2.16 2.24 15 2%2 2 3/4 1.74 1.60 1 2.32 2.35 15 1-01-316 Rev.G 20120315 �J,'- S- H U RJO INTO � MODEL 815 BULLHEAD TEE - Model 815 Bullhead Tee Size A B C Wt. Box C In in in in Lbs PCs %a %a 1 1.45 1.45 1.37 0.66 65 1 Ye 1.67 1.67 1.58 0.97 45 1 1 1%: 1.80 1.80 1.65 1.15 35 1 11/2 1.88 1.80 1.82 1.43 30 1'/a 1%z 1.88 1.88 1.82 1.52 30 [--A -- - 1/4 2 2.10 2.10 1.90 1.80 24 1,/Z 1'% 2 2.16 2.10 2.02 1.94 20 1%: 1 2 2.16 1 2.16 2.02 2.00 20 2 2 1 27: 2.60 1 2.60 2.39 3.61 10 MODEL 816 REDUCING COUPLING Model 816 Reducing Coupling Size A Wrench Size Wt. Box - ..�: in In in Lbs PCs '/<x Y: 1.63 1'/< 0.37 150 1 x% 1.69 1% 0.37 140 I Ow F1 x'/ L37 1-% 0.46 120 1%.x% 2.06 1-%: 0.59 80 A 1%x 1 2.06 0.66 60 ;:,.. 1%:x 1 2.31 0.84 50 1 ���i 1 (� 1%x1'/. 2.31 0.92 45 2 x 1 2.81 1-23 35 2 x 1'/e 2.81 1 28 30 2 x 1'/2 2.81 1.66 30 2%x 2 3.25 2.24 18 MODEL 817 CROSS --II- B- Model 817 Cross Size A B Wt. Box Q' A in in in Lbs PCs I xi 112 1.12 1.12 0.48 90 3/4 1.31 1.31 0.77 60 A 1 1.50 1.50 0.95 45 y 1'/< 175 5 1.43 25 1'/: 1.94 1.1.794 1.87 20 2 2.25 2.25 2.86 10 A-r-A h. B Model 817 Reducing Cross Size A I B I Wt. I Box U' in in in Lbs PCs jt 1%1'/<x1x1 1.67 1 1.58 1.25 30 j 1'/.x1%X1x1 1.80 1 1.65 1.47 24 2 x 2 x I x 1 2.02 1 173 L94 16 1-01-4/6 Rev.G 20120315 In-TISHUR.10INTO Threaded ::..v im tpini com MODEL 818 STRAIGHT COUPLING Model 818 Straight Coupling Size A Wrench Size Wt. Box Q"t li in in in Lbs PCs L• 138 1/a' 018 360 '/. 1.61 1'/e" 0.26 200 1 1.77 1"/16" 0.42 110 1% 2.00 2" 0.57 75 1'/• 2.20 2ir 0,77 60 2 2.60 2%" 1.17 30 2%: 3.00 3%" 2.11 18 MODEL 820 CAP Model : 0 Cap <� Size A Wt. Box Q' In In in Lbs A %: 0.89 0.14 500 'G 100 0.20 300 1 1.18 0.33 180 1'/4 1.32 0.46 110 1'/z 1.38 0.67 80 2 1,48 1 0.88 1 45 2'/2 1.77 1 1.54 1 25 MODEL 825 EXTENSION PIECE Model 825 Extension Size A Wt. Box Q' in in Lbs PCs 11 %x 1%:L 1.50 0-18 300 ` III`11� %:x2L 2.00 0.22 250 %x1%:L 1.50 0.22 250 r %x 2L 2.00 0.26 200 I- - A MODEL 831 LONG STREET ELBOW 900 - - Model 831 Long Street Elbow Size A B Wt. Box Q-ty A in in in Lbs PCs L 1 x I/M 150 3.00 0,66 80 B 1 x 1 M 1.50 3.00 0.81 60 1-01-5/6 Rev.G 20120315 TSHURJOINTO Threaded Fittings -�_--o Will MODEL 832 LONG STREET TEE Model 832 Long Street Tee Size I A 8 C Wt Box Q't In in in in Lbs PCs 1 x Y,x1 M 1.50 1.40 3.00 0.91 50 r` 1 x 1 x 1 M 1.50 1.50 3.00 1,03 45 111111111111111110 A MODEL 827 HEX BUSHING Model 827 Hex Bushing Size A Wt. Box Q' _ In in Lbs PCs A 1 x'/, 1.06 0.20 280 - 1 x% 1.06 0.18 280 - 1%x 1 1.18 0.29 150 1%x 1 1,26 0.53 100 1 Y.x 1'/< 1.26 1 0.37 1 100 2 x 1 1.34 1 0.75 80 2 x 1'% 1,34 1 0.7-5 80 2 x 1%, 1.34 1 064 80 MODEL 819 PLUG Model 819 Plug + Size A wt. Box Q' ;•- :'r' in in Lbs PCs '/, 0.93 0.09 500 % 1.13 0-18 300 1 1.25 0.25 200 1'% 1.36 1 0.42 1 110 1'/: 1.45 1 0.59 1 80 1 — 2 1.50 1 0.95 1 45 General Notes: • Pressure ratings listed are CWP(cold water pressure)or maximum working pressure within the service temperature range of the gasket used in the coupling.This rating may occasionally differ from maximum working pressures listed and/or approved by UL,ULC,and/or FM as testing conditions and test pipes differ.For additional information contact Shurjoint.. Maximum working pressures and end loads listed are total of internal and external pressures and loads based on Sch.10 steel pipe with roll grooves to ANSI/AWWA C606-07 specifications.For information on other pipe schedules contact Shurjoint. • For one time field test only the maximum joint working pressure may be increased 1'/2 times the figures shown. • Warning:Piping systems must always be depressurized and drained before attempting disassembly and or removal of any components. • Shurjoint reserves the right to change specifications,designs and or standard equipment without notice and without incurring any obligations. Job Name: System No. Location: Contractor: Approved: Date: Engineer: Approved: Date: Shurjoint product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements,please contact Shurjoint Technical Service.Shurjoint reserves the right to change or modify product design, construction, specifications,or materials without prior notice and without incurring any obligations to make such changes and modifications on Shurjoint products previously subsequently sold. 1-01-6/6 Rev.G 20120315 C _Y OF A g 23 N. OLYMp IC AVE -ARLINGTON WA PHONE; (360) 403-3551 98223 Address: 17727 59th Ave NE Bldg 12 Suite B BUILDING PELT Parcel#:31052200404100 Permit#: 1116 OWNER "pLjCANT Valuation:66124.00 Name:ARLINGTON ADVANCED CONTRACTOR OR MANUFACTURING PARK Name= $urns Fire Protection Services,Inc Address:3316 FUHRMAN AVE E STE 200 Address_p Name:Burns Fire Protection Systems City,State Zip:SEATTLE,WA 98102 Ci 3 O•Box 1110 ty' tate Zip:Granite Falls,WA 98252 Address:PO Box 1110 Phone: Phone_ 3 6p-691-2235 City,State Zi Ci p:Granite Falls,WA 98252 MECHANICAL CONTRACTOR Phone:360-691-2235 Name: PLUi�IJJING CONTRACTOR Address: Name: City,State,Zip: Address: Phone: City,State,Zip: LIC#: EXP: Phone: JOB DESCRIPTION LIC#: EXP: PERMIT TYPE: Fire Sprinkler STORIES: 1 CODE YEAR: 2015 DWELLING UNITS: Q CONST. TYPE: BUILDINGS: 1 OCC GROUP: OCC LOAD: PERMIT APPROVAL, I AGREE TO COMPLY WITH CITY AND STATE LAWSGU THEREBY; 'S PERSON WILL BE EMPLOYED IN VIOLq-I-ION OF TNEOLABOR OD OF THE STATE OF WgSWj{IN WORKMEN'S COMPENSATION INSURANCE AND RCW I g O RK AUTHORIZED THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED By THE BUILDING OFFICIAL OR H►S/hIER DEPUTY AND ALL RELATING TO IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE A ES ARE PAID. OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI lRE U 10. SALES TAX NOTICE:Sales tax rc tin construct'o and AND APPROVAL 2f, and co a ty of rain #31 ruction materials in the the City of Arlington must be reported on your sales tax return I I rn V\111, Signature Print Name Date CONDITIONS Released By D e See red-lined plans for additional THIS PERMIT AUTHORIZS ONLY THE WORK NOTED. THIS UirePER CO ments. Adhere to approved CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SiDi;>,tyALPE DRNEWAYS,MAR pans. VERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY QUEFS,ETC.)WRL REQUME SEPARATE PERMISSION. Date Description PERMIT FEES 8/18/2016 Fire Review Fee 8/18/2016 Fire Sprinkler Fee Fee Amount $100.00 $1,050.99 Total Due: $1,150.99 Total Payment: CALL FOR INSPECTIONS Balance Due: $0.00 $1,150.99 BUII,UIN(;(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon _�_ � . III } pce h1'C E&E- zo5o j Permit Information DateFrns Permit Number Project Nameture LLC/Patriot Meds LLC Applicant Name Protection Services, Inc Applicant Address P_O. Box 1110 City, State,Zip Granite Falls,WA 98252 Contact Dion Smith Phone 360-691-2235 Email dion@burnsfire.com Permit Type Fire Sprinkler ------------ Site Address 17727 59th Ave NE Bldg 12 Suite B Valuation 66124.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Fire Sprinkler Addition/Alteration Assigned To Kristin Foster Property Information Parcel*31052200404100 Owner Information ARLINGTON ADVANCED MANUFACTURING PARK ARLINGTON ADVANCED MANUFACTURING PARK 17727 59TH AVE 3316 FUHRMAN AVE E STE 200 SEATTLE, WA 98102 Contractors Contractor Name Primary Phone Contractor Contact Email License Burns Fire Protection 360-691- Type License# S stems Keith Kyle 2235 Keith @bu rnsfire.com CONTRACTOR Labor& Industries BURNSFP841DU Review Date Type Description Tar et Date Corn leted Date 8/8/2016 Fire Sprinkler 8/15/2016 Assi ned To Status 8/8/2016 Fire Sprinkler /15/2016 Kevin Olander In Review /8/2016 Fire Sprinkler /15/2016 PW-Wat-Rev In Review om Cooper In Review Uploaded Files Upload File File Date 8/8/2016 10:19:53 AM 1 11 63 �pd df 8/8/2016 10:19:52 AM 118/8/2016 10:19:52 AM 1pdf d19 U9 � 10 t abed MI.—swaod 83M pan!aoa a ea #idiaoaa paniaoaa junowy d000y #]!waad J I p9ni939H AINo 3sn=wris ao _ aweN slueo!lddy luud alea amleu6!S slueo!lddy ql1hp ` Icv •uol6u!yseM to alelS ayl fo uo!leln6ai pue solni`smul aql ul!M aouep000e ui aq ll!M Aliadoid pacIposep -anoge ayl to asn ayl pue Aouedn000 eql pue `uo uollonjlsuoo ayl le4l pue loajjoo sl uollewaolul anoge eql leyl Apliao Agajaq l woo-aallsuanq n@uolp:Pw3 yllwS uola :uosaad loeluoO 9 LOZ/LE/Z[:uo!lea!dx3 na Lt,8d3SNum3 .jagwnN asu9311 s,aolOeJluOO Z5Z86.apoo d!Z Vm 'alelS slled allueaO:A)!3 0111 X08 Od :ssaiPPb' SE33-169-09E :aagwnN auoyd oul `saolnaaS uolloaload aa13 suin8 :.l013eJIu03 Z5Z86 °p°"�d!Z yM 'alelS sllsd elluea0:Al'.o 0l l l xo8 Od :ssc)jPPV woo•aaijsuanq@uoip :I1ew3 EZt,6-9V£-93t, auoyd 1190 SEZZ-G69-09£ :,agwnN auoyd yl!wS uolQ:uosaad>l0elu03 ZO[86:apo�dlz yM .alelS opleaS.�tl!� OOZ elmS lse3 any uewyan3 9 LEE :ssajppy :jagwnN auoyd OII `i{aed 6ulanloelnueW peouenpy u016ullay :iaumo :(Id bS)easy 6uiPl!n9 86[ :speaH fo sagwnN 00'tZ G`99.uo!len ft loafoad #01 laoaed :ssaippy loafoad 8 apS Z[ 6PI13 - 3N any y165 LZLL L aw eAi3 punoiblepun lld/pPd aal�uud5 aai3 0 aaj�uud5 aa13 MaN El :IIwaad jo adAl 'NOIIVIIVISNI Ol aOlad a3IIV1SNl 38 011N3WdIn03 TlV NO NOIIVWHOdNI a3HIO lIV aNV `(JNIaIM 1NIOd Ol 1NIOd) SWVEIJVIa ONIHIM `S133HS NOIIV3Id133dS 3anl3Nl OSIV '3l8V3IlddV 3d3HM SNVId W31d13313 3anI3NI 'NOIIVOIIddV 11Wa3d ail)INladS 3111d H3V3 HOd SNOUV3Id133dS LN3Wdin03 d0 S13S (Z) OMI `SNOLLVInOIVO OIIVaaAH 30 S13S (Z) OMl `SNVId a3lVOS aNV 313ldWO3 d0 S13S (Z) OMI A8 a31NVdW000V 38 1snW NOLLVOIIddV SIHl 1.55E-60ti (09E)auoyd • 6ZZ86 VM`uo16u!IJV • 3N any W69 t,0Z81. •uo36ullid jo Al!:) luawdolanaa olwouo33 '8 ApunwwoO to}uawliedaa N0I.LV3llddd 11WH3d • N 1. A I I 0)111 QICI CD p8ni938H wwNN0 0 O 90 CD 0 CD F. � CD OL s o Co W - � v --I � 0 v K) O n O O O O � 5 v v v Z cc co n a a a D Z 0 0) D � O. O O O O 00 C C C v n n N n n n N O -1 m D 7 S 77 co D < = O :3 � c Z CD < < < D oo v w o o _a cic h co a r 2 �. Oo cc C) cp O = 0 0 0 0 N -N CD w Z NJ�j A O W OW N v 0) ca -0 C W X CCD OOD Z co o D n O O O m � 0 0 rQ v N N W o Oo o Z N co 0 cc N cn N O O O 2 Z7 00 O < No m o rn �Es aN � ZO ZO OM O �{ o � � '�C �m v � � o IT! iy .d V271 K5.6 yL <a> LPCB U SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS Standard Spray; Upright, Pendent and Recessed Pendent •a. MODELS/S.I.N.V2703 AND V2707 STANDARD RESPONSE MODELS/S.I.N.V2704 AND V2708 QUICK RESPONSE ram; (� These Model V27 standard spray sprinklers are designed to produce a r � � �I►� \ hemispherical spray pattern for standard commercial applications.They are f available with either standard or quick response bulbs.The design incorporates state-of-the-art, heat responsive,frangible glass bulb design(standard or quick response)for prompt,precise operation. UPRIGHT PENDENT RECESSED (V2703 AND (V2707 AND PENDENT The die cast frame is more streamlined and attractive than traditional sand cast V2704) V2708) (V2707 AND frames. It is cast with ahex-shaped wrench boss to allow easy tightening from many v270e) angles,reducing assembly effort.This sprinkler is available in various temperature ratings(see chart on page 2)and finishes to meet many design requirements. The recessed pendent should be utilized with a Model V27 recessed escutcheon which provides up to 3/a"/19mm of adjustments. SPRINKLER OPERATION The operating mechanism is a frangible glass bulb which contains a heat responsive liquid. During a fire,the ambient temperature rises causing the liquid in the bulb to expand.When the ambient tem• perature reaches the rated temperature of the sprinkler,the bulb shatters.As a result,the waterway is cleared of all sealing parts and water is discharged towards the deflector.The deflector is designed to distribute the water in a pattern that is most effective in controlling the fire. COVERAGE For coverage area and sprinkler placement, refer to NFPA 13 standards. TECHNICAL SPECIFICATIONS Models/S.I.N.:V2703,V2704,V2707,V2708 Style:Pendent,Upright or Recessed Pendent ACCESSORIES Nominal Orifice Size: 1/2'713 mm K-Factor:5.6lmp./8.1S.I.A Installation Wrench: -v Nominal Thread Size:1/2"NPT/15mm • Open End:V27 Max.Working Pressure: • Recessed:V27-2 175psi/1200kPa FM Global Finishes: 250psi/1725kPa UL Plain brass Factory Hydrostatic Test: Chrome plated 100%®500psi/345OkPa White painted** t� Min.Operating Pressure:7psi/48kPa Black painted** ! Temperature Rating:See charts on page 2&3 Custom painted** • Proprietary nickel Teflon*coating** MATERIAL SPECIFICATIONS For 155,200,and 286°F Standard Upright Deflector: Bronze per UNS C22000 Response Only,wax coated** Pendent Deflector: Bronze per UNS C51000 For cabinets and other accessories refer to Bulb:Glass with glycerin solution, separate sheet. iBulb Nominal Diameter: NOTE:Weather resistant recessed escutcheons • Standard:5.Omm • Quick Response:3.Omm available upon request. Load Screw: Bronze per UNS C65100 A For K-Factor when pressure is measured in Pip Cap:Bronze per UNS C65100 Bar,multiply S.I.units by 10.0. Spring: Beryllium nickel * Teflon is a registered trademark of Dupont Co. Exaggerated for clarity Seal:Teflon*tape **UL Listed for corrosion resistance in all Frame:Die cast brass 65-30 configurations. Lodgement Spring:Stainless steel per UNS S30200 JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. Acna-uliff REV i 40.10 1 f IRE PF<QIFICTION PRODUCTS - AUTOMATIC SPRINKLERS 40.10 1 Standard Spray; Upright, Pendent and Recessed Pendent MODELS/S.I.N.V2703 AND V2707 STANDARD RESPONSE MODELS/S.I.N.V2704 AND V2708 QUICK RESPONSE APPROVALS/LISTINGS Orifice Size(inches) k' /i Orifice Size(mm) 13 13 13 13 13 13 Nominal K Factor Imperial 5.6 5.6 Sb S.6 5.6 5.6 Nominal K Factor S.L^ 8.1 8.1 W &1 8.1 8.1 Response Standard Standard Standard Oukk Quick Quick Deflector Type Upright Pendent Recessed Upright ht Pendent Recessed Pendent p Pendent Adjustment Up to IN up to 3/a"M Approved Temperature Ratings Fn/C,'by Aguncyt 135°F/570C 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 155°F/680C 155°F/68°C 135°F/57°C 175°F/79°C 175°F/79°C 155°F/68°C 1750F/790C 155°F/68°C 155°F/68°C UL 200°F/93°C 200°F/93°C 175°F/79°C 175°F/79°C 200'175O 79°C 1750F/790C 286°F/1410C 286°F/1410C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 360°F/182°C 360°F/182°C 286°F/141°C 286°F/1410C 286°F/141°C 135°F/57°C 135°F/57°C 135°F/570C 1350F/570C 135°F/570C 135°F/57°C 155°F/68°C 155°F/68°C 155°F/68°C 155°F/68°C 1550F/680C 155°F/68°C 175°F/79°C 175°F/79°C I ULC 200°F/93°C 200°F/93°C 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 286°F/141°C 286°F/141°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/930C 2860F/141'C 360°F/182°C 286°F/1410C 286°F/141°C 286°F/1410C 360'135°F/57°C 135°F/57°C 135°F/57°C 135°r/57°C 155°F/68°C 155°F/68°C 1350F/57°C 1F/ C 155°F/68°C 155°F/68°C 15550F/6808°C FM# 175°F/79°C 175°F/790C 155°F/68°C 175°F/790C 175°F/79°C 200°F/931C 200°F/93"C 1750F/79°C 1 °C 200°F/93°C 200°F/93°C 200OU 9F/93°C 286°F/141°C 286°F/1410C 200uU93°C 286°F/1410C 286°F/141°C 360°F/182°C 360°F/182°C 135°F/570C 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/680C 135°F/57°C 175°F/790C 175°F/79°C 155°F/68°C 155°F/68°C 155°F/68°C 155°F/68°C NYC/MEA#62-99-E 200°F/93°C 1750200OF/790C 175°F/79°C 175OU790C 1750F/79°C 175°F/79°C 286°F/141°C 286°F/141°C 200°F/93°C 200°F/930C 200°F/93°C 200°F/93°C 286OU1410C 2860360'F/141*c 286OU1410C 286°F/141°C 286°F/141°C 135°F/57°C 135°F/570C 135°F/570C i 1350F/570C 135°F/57°C 1550F/680C 155°F/68°C 135°F/57°C 175°F/790C 175°F/79°C 155°F/68°C 155°F/68°C 155°F/68°C 155°F/66°C CSFM#7690-0531:112 200°F/93°C 1750U790C 175°F/79°C 175°F/79°C 1750F/790C 175°F/79°C 286°F/141°C 286°F/141°C 200°F/930C 200°F/930C 200OU930C 200°F/93°C 360°F/1820C 360°F/182°C 2860F/1410C 286°F/1410C 286°F/141°C I35°F/57°C 135°L/S7°C 155°F/680C 135OU570C 155°F/680C 135°F/570C LPCB 175°F/79°C I 175°F/79°C 175°F/79°C 175°F/79°C None None 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 286°F/1410C 286°F/141°C 360°F/182°C 135°F/570C 135°F/57°C 135°F/57°C 1350U57°C 155°F/68°C 155°F/680C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C 155°F/68°C VNIIPO 175°F/79°C 175°F/79°C 1550F/68°C 175°F/790C 175°F/79°C 200OU930C 200°F/93°C 175°F/79°C 1C 200°F/93°C 200°F/93°C 200OUF/930 C 286°F/141°C 286°F/141°C 200°F/93°C 286°F/141°C 286°F/141°C 360°F/182°C 360°F/182°C ZSTZ ZSTX K-ZSTZ K-ZSTX CCC 155°F/680C 1550F/68°C None 155°F/68°C 1550F/680C None 200°F/930C 200°F/93°C 200°F/930C 200°F/93°C t Listings and Approvals as or printing.All are approved open,except For areas designated"No". A For K Factor when pressure is measured in Bar,multiply S.I.units by 10.0 #FM Approved with 112"adjustment escutcheon only-quick response www.victaulic.com Xliewulld VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. REV I FIRE PROTECTION PRODUCTS-AUTOMATIC SPRiNKf_ERS 40. 1 O V277 K5.6 Standard Spray; Upright, Pendent and Recessed Pendent MODELS/S.I.N.V2703 AND V2707 STANDARD RESPONSE MODELS/S.I.N.V2704 AND V2708 QUICK RESPONSE RATINGS All glass bulbs are rated for temperatures from-67°F/-55°C to those shown in table below. Ordinary A 135 00 57 138 Orange Ordinary C 5 138 00 Red Intermediate E 79 1fi 0 Yellow Intermediate F 200 150 Green 93 65 High J 86 225- Blue Extra High# K 360 300 Purple 182 149 -# M Open — No Bulb #Standard response only. All are approved open,except for areas designated"No". -150/65 if wax coated. ORDERING INFORMATION Please specify the following when ordering: Sprinkler Model Number Style Temperature Rating K-Factor Thread Size Quantity Sprinkler Finish Escutcheon Finish Wrench Model Number www.victaulic.com �CtolU I rC VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. REV I FIRE. PROTECTION,, ('tR1L,'€W114� 40. 10 V27, K5.6 Standard Spray; Upright, Pendent and Recessed Pendent MODELS/S.I.N.V2703 AND V2707 STANDARD RESPONSE MODELS/S.I.N.V2704 AND V2708 QUICK RESPONSE WARNING A AWARNING • Always read and understand installation,care,and maintenance instructions,supplied with each box of sprinklers,before proceeding with installation of any sprinklers. • Always wear safety glasses and foot protection. • Depressurize and drain the piping system before attempting to install,remove,or adjust any Victaulic piping products. • Installation rules,especially those governing obstruction,must be strictly followed. • Painting,plating,or any re-coating of sprinklers(other than that sup- plied by Victaulic)is not allowed. Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and inspection requirements,refer to the current National Fire Protection Association document NFPA 25 that describes care and maintenance _ of sprinkler systems. In addition,the authority having jurisdiction may have additional maintenance,testing,and inspection requirements that must be followed. If you need additional copies of this publication,or if you have any questions about the safe installation of this product,contact Victaulic World Headquarters:P.O.Box 31, Easton, Pennsylvania 18044-0031 USA,Telephone:001-610-559-3300. DIMENSIONS Standard Pendent—V2707,V2708 Standard Upright—V2703,V2704 37 mm I 60 mm 1�„/ 41 mm 21,7 41 mm 60 mm Jt> 25 mm 1/2"Adjustment Recessed—V2707,V2708(drawing not to scale) Maa"I'll 2"/51 mm Min Hole^'{ 177Tmm�T I I Typical Ceiling Tile tt 3 rn _V_ \ T 1'As% ., Rnhhcd 5urracc 30 MAXIMUM RECESS 2'ys/ 75 mm MAXIMUM EXTEN51ON www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.02012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. rctaullc 40.1D 4 40. 10 V279 K5.6 Standard Spray; Upright, Pendent and Recessed Pendent MODELS/S.I.N.V2703 AND V2707 STANDARD RESPONSE MODELS/S.I.N.V2704 AND V2708 QUICK RESPONSE DIMENSIONS 3/4'Adjustment Recessed—V2707,V2708(drawing not to scale) 2'.%60 rnm Max Hole 2'/51 mm Min Hole As% f 37 mm 24 mm IBmm � Typical Ceiling Tile ���G ���� ' 1 T Ye% faro,ncA 5udace 24 mm MAXIMUM RECESS 2'�s% 75 mm MAXIMUM EXTENSION AVAILABLE WRENCHES Sprinkler Type V27 Open End V2707,V2708 Pendent yes yes V2707,V2708 Recessed Pendent yes V2703,V2704 Upright yes DISTRIBUTION PATTERNS Models/S.I.N.V2707,V2708 K5.6 standard pendent and recessed pendent distribution patterns—trajectory 10, 3.Om •��•• .` ♦• 2.4m 18m �• ♦♦ ♦ 12m • •• 0 •`• ♦ 7 4' 6' R' 10, 12, 14' 0.6m 1.2m 1.9m 2.4m 3.Om 3.7m 4.3m 7 psi 15 PSI 30 psi ....... 48 kPa 103 kPa 207 kPa See notes on next page. www.victaulic.com i0t9Ulid VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. REV ! LiU ' @V277' K5.6 Standard Spray; Upright, Pendent and Recessed Pendent MODELS/S.I.N.V2703 AND V2707 STANDARD RESPONSE MODELS/S.I.N.V2704 AND V2708 QUICK RESPONSE DISTRIBUTION PATTERNS Models/S.I.N.V2703,V2704 K5.6 standard upright distribution patterns—trajectory 1 U' ff 30.11 ♦` • •'' 2.4m •`• ♦♦ ♦� 1.8m •• •♦ `•♦`• ♦♦♦ 4' ♦ 1.2m •` ♦♦♦ i 2 0.6m ••� ` 0 `' It 11* 2' 4' 6' 8' 10' 12' 14' 16' 0.6m 1.2m 1.8m 2.4m 3.0m 3.7m 4.3m 4.9m 7 psi 15 psi 30 psi ....... 48 kPa 103 kPa 207 kPa NOTES: 1 Data shown is approximate and can vary due to differences in installation. 2 These graphs illustrate approximate trajectories,floor-wetting,and wall-wetting patterns for these specific Victaulic FireLock automatic sprinklers.They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation.Refer to the appropriate NFPA National Fire Code or the authority having jurisdiction for specific information regarding obstructions,spacing limitations and area of coverage requirements.Failure to follow these guidelines could adversely affect the perfor- mance of the sprinkler and will void all Listings,Approvals and Warranties. 3 All patterns are symmetrical to the centerline of the waterway. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. For complete contact information,visit www.victaulic.com 40.10 2544 REV I UPDATED 04/2012 AcU1iitaC VICTAULIC IS A REGISTERED TRADEMARK OF VICTAIL LIC COMPANY.0 2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 40,10 V251 K4.2 SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS SPECIFIC APPLICATION V2502 UPRIGHT QUICK RESPONSE Victaulic@ Model V2502 Specific Application Sprinklers are quick-response,specific appli- cation sprinklers for horizontal,combustible interstitial(concealed)spaces.These upright sprinklers are designed for use in specific light-hazard combustible and non-combustible F concealed spaces that require sprinkler protection.The orifice design of the Victaulic Model V2502,with a nominal K-factor of 4.2,allows efficient use of available water supplies for hydraulically designed fire protection systems.The 3mm glass bulb and special deflector UPRIGHT combine speed of operation and area of coverage to meet the proper application density and (V2502) fire protection requirements for shallow,combustible concealed spaces. In some cases,the Victaulic Model V2502 can be used with CPVC Sprinkler System piping within concealed spaces that require protection and are constructed of the following: •Engineered wood and steel open truss construction •Solid or composite wood joist construction where the upper deck is filled with non-combustible insulation In addition,The Victaulic Model V2502 can be installed with steel pipe in protected areas that are constructed of the following: •Solid wood joist construction without insulation in the upper deck •Solid or composite wood joist construction where the upper deck is filled with non-combustible insulation •Wood or steel trusses In applications with non-corrosive pipe,the Victaulic Model V2502 can be used in a dry pipe or preaction system using corrosion resistant or internally galvanized steel pipe filled with com- pressed air or nitrogen as a supervisory medium SPRINKLER OPERATION: During a fire,the heat-sensitive liquid in the glass bulb expands and causes the glass to shatter, which releases the pip cap and sealing spring assembly.Water that flows through the sprinkler orifice strikes the deflector and forms a uniform spray pattern to control the fire and protect the structure in concealed spaces. COVERAGE: The maximum area of coverage for the Victaulic Model V2502 is 144 ft2(13,4 m2)per sprinkler. JOB/OWNER CONTRACTOR ENGINEER System No. — Submitted By Spec Sect Para Location Date _ Approved Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. REV D 49.09 1 FIRE PROTECTION PRODUCTS-AUTOMATIC SPRINKLERS 40.09 V25, K4.2 SPECIFIC APPLICATION V2502 UPRIGHT QUICK RESPONSE TECHNICAL SPECIFICATIONS: Models:V2502 Style:Upright Nominal Orifice Size:'/16711 mm K-Factor:4.2 Imp./6.0 S.I.A Delleecror Nominal Thread Size:1/2"NPT/15mm Load Screw Max.Working Pressure: 175 psi/1207kPa Factory Hydrostatic Test: Shipping Cap/ 100%®500 psi/3448 kPa Bulb Protector Min.Operating Pressure:8 psi/55 kPa —Bulb NominalTemperature Rating:175779°C Overall Length:21/4758mm Frame Material Specifications Deflector:Brass per UNS C26000 or Copper Pip Cap and per C19500 Insert Assembly Bulb:Glass with glycerin solution. Bulb Nominal Diameter: • Quick Response:3.Omm Load Screw:Brass per UNS C36000 Pip Cap and Insert Assembly:Copper per UNS C11000and Stainless Steel per UNS S30400 Belleville Spring Sealing Assembly:Nickel Alloy Coated on Both Sides with Teflon*Tape Frame:Sand Cast brass per UNS C84400 Approved Finish: Brass only * Teflon is a registered trademark of Dupont Co. A For K-Factor when pressure is measured in Bar,multiply S.I.units by 10.0. NOTICE •Sprinklers cannot operate properly with shipping caps/bulb protectors in place. • Remove shipping caps/bulb protectors carefully by hand after installation. •Do not use any tools to remove bulbprotectors. APPROVALS/LISTINGS Model sue, KIFmactor I Response Type Ralingq T 1'r.I 1/2 42 75 V2502 13 6.0 Quick Upright 179 179 A For K-Factor when pressure is measured in Bar,multiply S.I.units by 10.0. t This table shows listings and approvals available at the time of printing.Other approvals may be in process. RATINGS Glass bulbs for the Victaulic Model V2502 are rated for ambient temperatures from-67°F/-55°C up to 150°F/65°C. Class if icatio. Idelitification Glass Bulb Color Intermediate S-251-5EQ-J10 79 550 Yellow #The temperature rating is stamped on the deflector. t Based on NFPA-13.Other limits may apply,depending upon fire loading,sprinkler location,and other requirements of the authority having jurisdiction.Refer to specific installation standards. VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. JiC' IUIi� 40,09 2 REV D FH-_t FR0 i FC 1i01;'•: - Ai l"`Oi".AT"'' 40.09 V257 K4.2 SPECIFIC APPLICATION V2502 UPRIGHT QUICK RESPONSE DESIGN CRITERIA For Combustible Concealed Installations Incorporating Sprinkler System Products and Victaulic Model V2502 Specific Application Sprinklers General information System Type:Light hazard,wet pipe system only Area of Use: Horizontal interstitial(concealed)spaces with a roof pitch of 0112 to 2/12(91 maximum constructed of: • Engineered wood and steel open trusses • Solid or composite wood joists where the upper deck is filled with non-combustible insulation NOTICE •Concealed spaces are defined as areas that have no access for storage. • In order to be considered"solid or composite wood joist construction where the upper deck is filled with non-combustible insulation,"the insulation(including insulation provided with a combustible vapor barrier)must completely fill the pockets between the joists and to the bottom of the joists. •The insulation must be secured in place with metal wire netting.The metal wire netting is intended to hold the insulation in place if the insulation becomes wetted by the operation of a Victaulic Model V2502 sprinkler during a fire. Minimum Distance Between Victaulic Model V2502 Specific Application Sprinklers: 7ft/2.4 m NOTE:This minimum spacing does not apply to additional sprinklers required for protection of sprinkler system products that are offset over an obstruction. Maximum Distance Between Victaulic Model V2502 Specific Application Sprinklers: 12 ft/3.7 m NOTE:This maximum spacing does not apply to additional sprinklers required for protection of sprinkler system products that are offset over an obstruction. Maximum Sprinkler Coverage Area: 144 ft2/13.4 m2 per sprinkler Remote Area: 1000 ft2/93.0 m2 NOTE:This remote area does not include any additional sprinklers required for protection of sprinkler system products that are offset over an obstruction. For solid or composite wood construction,where the upper deck is filled with non-combustible insulation(Figure 2),the remote area must be calculated per NFPA 13 requirements for light-hazard applications with a smooth,flat ceiling. Minimum Required Density:0.10 gpm/ft2/4.1 mm/min Minimum Operating Pressure:8 psi/55 kPa Obstructions:All NFPA obstruction criteria for standard spray sprinklers apply Specifications for Engineered Wood and Steel Open Truss Construction(Figure 1) Concealed Space Area:The area of the concealed space is not limited.However,draft curtains(heat collection baffle)or full-height walls must be provided to limit the maximum localized detection area to 1000 ft2/93.0 m2. Draft curtains(heat collection baffle)or full-height walls must be at least/3 the depth of the concealed space or 87203.2 mm,whichever is greater,and must be constructed of a material that will not allow heat to escape through or above the barrier. This material may be 1/4"/6.4 mm thick plywood(refer to Figure 1,Example 1). Deflector Position:The vertical sprinkler-deflector clearance to the bottom of the roof deck is 2"/50.8 mm minimum to 4"/101.6 mm maximum(refer to Figure 1,Example 2).The sprinkler must be installed only in the upright position.The sprinkler deflector must be installed parallel with the plane of the roof.NOTE:There is no limitation by the UL Listing in relation to frame arm positioning. However,Victaulic prefers the frame arms to be parallel with the trusses;this positioning produces a more efficient spray pattern during sprinkler operation(refer to Figure 1, Example 3). Concealed Space Height(refer to Figure 1, Example 4): • Maximum Height of the Concealed Space:367914.4 mm • Minimum Height of the Concealed Space: 127304.8 mm • Maximum Roof Pitch:2/12(91 www.victaulic.com ICtsuild VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY,m 2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. RFV D 40.09 3 FIRE.PROTECTION PRODUCTS AUTOto " 40.09 V25, K4.2 SPECIFIC APPLICATION V2502 UPRIGHT QUICK RESPONSE DESIGN CRITERIA(continued) For Combustible Concealed Installations Incorporating Sprinkler System Products and Victaulic Model V2502 Specific Application Sprinklers Specifications for Solid or Composite Wood Joist Construction Where the Upper Deck is Filled with Non-Combustible Insulation(Figure 2) Concealed Space Area:The area of the concealed space is not limited.However,draft curtains(heat collection baffle)or full-height walls must be provided to limit the maximum localized detection area to 1000 ftz/93.0 mz. Draft curtains(heat collection baffle)or full-height walls must drop below the joist a minimum of 6'7152.4 mm or 1/3 of the total space(whichever is smaller)and must run laterally with the joist spaced at 25 ft/8 m maximum widths. Draft curtains(heat collection baffle)or full- height walls must be constructed of a material that will not allow heat to escape through or above the barrier.This material may be U76.4-mm thick plywood(refer to Figure 2, Example 1) Deflector Position:The clearance from the sprinkler deflector to the bottom of the joist is 1 l/ mini- mum to 2750.8 mm maximum(refer to Figure 2, Example 2).The sprinkler must be installed only in the upright position.When the Victaulic Model V2502 Specific Application Sprinkler is used in an installation with a pitched roof and a flat ceiling,maintain the specified clearances from the sprinkler deflector to the bottom of the upper deck joist and the maximum height of the pipe run to the ceiling in all locations.The sprinkler deflector must be installed parallel with the plane of the roof. NOTE:There is no limitation by the UL Listing in relation to frame arm positioning. However,Victaulic prefers the frame arms to be parallel with the joists;this positioning produces a more efficient spray pattern during sprinkler operation(refer to Figure 2, Example 3). Concealed Space Height(Figure 2, Examples 4 and 4a): • Height of the Concealed Space from the Bottom of the Upper Deck Joist to the Top of the Ceiling Surface(Example 4): 127304.8 mm Minimum to 367914.4 mm Maximum • Height of the Concealed Space from the Bottom of the Upper Deck Joist to the Top of the Ceiling Joist(Example 4a):8"/203.2 mm Minimum • Maximum Roof Pitch:2/12(9°) Additional Information • When Victaulic Model V2502 Specific Application Sprinklers are used with sprinkler system products,the bottom of the horizontal run must be no greater than 67152.4 mm or 1/3 of the total space above the ceiling(whichever is smaller).The sprinkler system piping can then be used to supply the Victaulic Model V2502 Specific Application Sprinklers as well as the sprin- klers below the ceiling.All instructions in the Spears FG-31010 Installation Instructions must be referenced during system installation.NOTE: If 127304.8 mm trusses are used in Figure 1,the bottom of the horizontal run must be no greater than 47101.6 mm above the ceiling.In Figure 2,if the concealed space height from the bottom of the upper deck joist to the top of the ceil- ing joist is the minimum 8"203.2-mm requirement,the bottom of the horizontal run must be no greater than 47101.6 mm above the ceiling(refer to Figures 1 and 2, Example 5). • When sprinkler system piping must be offset up and over an obstruction,and the bottom of the pipe will be located more than 67152.4 mm or 1/3 of the total space above the ceiling,additional Victaulic Model V2502 Specific Application Sprinklers must be installed to protect the CPVC product(refer to Figures 1 and 2, Example 6).The sprinkler must be installed directly over the obstruction(refer to Figures 1 and 2,Example 7). • When using 1/3i20 mm piping,all sprigs over 127304.8 mm must be laterally braced,per NFPA standards. • When using 1725-mm or larger piping,a hanger must be located at the truss closest to asprig for restraint. • A minimum lateral distance of 18"457.2 mm must be maintained between CPVC pipe and heat sources(i.e.fan motors,heat lamps, HVAC heat pump units,etc.). VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 4009 4 P.EV D FIRE FROTECHON i'R0,;7UC-i`=--AUMP,�,ATI , 5F',1R0j i_-F4 S 40.09 V25, K4.2 SPECIFIC APPLICATION V2502 UPRIGHT QUICK RESPONSE 41/2-Inch 014,3-mm)Minimum from Face of Wood or Steel Truss when Clearance of Sprinkler- to-Deck Is Less than 4 inches(101,6 mm) Upper Example 2: Deck Deflector Clearance —' :��, Victaulic Model V2502 Example 6:Maximum Example 3:�� Space for CPVC Pipe Example 1; Frame Arm Position Over an Obstruction Draft Curtain(Heat Example 4:Concealed Collection Baffle) If Space Heigh L OBSTRUCTION Example 7:Requirements for Sprinklers Example 5:Maximum Clearance for Gelling Installed Over an Obstruction CPVC Pipe to Ceiling Figure 1 Engineered Wood and Steel Open Truss Construction Incorporating CPVC Pipe (Cross Section View) Example 3r Frame Arm Positon Upper Example 2:Deflector Clearance Deck Nan-Combustible Insulation Composite ExaYM: um Space for Vlctoullc Model V2502 Wood Joist CPVC Pipe Over an Obstruction Solid Wood Example 1:Draft Curtain 2 x Joist (Heat Collection Baffle) Victaullc Model V2502 Example 4a: Example 4: Concealed Concealed STRUCTtO Space Height Space Height Calling Framing Example 5:Maximum Clearance for Ceiling CPVC Pipe to Ceiling Example 7;Requuanwnts for Sprinkler y Installed Over an Obstruction Figure 2 Solid or Composite Wood Construction Incorporating CPVC Pipe where the Upper Deck is Filled with Non-Combustible Insulation (Cross Section View) www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.m 2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. rctauhc' REV D FIRIF FIROTEF•, C111,0 -'t';kIIl'"Al,IC,`11R1 40.09 V25y K4.2 SPECIFIC APPLICATION V2502 UPRIGHT QUICK RESPONSE DESIGN CRITERIA For Combustible Concealed Installations Incorporating Steel Pipe and Victaulic Model V2502 Specific Application Sprinklers General information System Type: Light hazard—wet pipe,dry pipe,or preaction-type systems supervised with air or inert gas(for steel pipe only).Refer to the"Additional Information"section on the following page. Area of Use:Horizontal interstitial(concealed)spaces with a roof pitch of 0/12 to 2/12(91 maximum constructed of: • Solid wood joists without insulation in the upper deck • Solid or composite wood joists where the upper deck is filled with non-combustible insulation • Wood or steel trusses NOTICE •Concealed spaces are defined as areas that have no access for storage. • In order to be considered"solid or composite wood joist construction where the upper deck is filled with non-combustible insulation,"the insulation(including insulation provided with a combustible vapor barrier)must completely fill the pockets between the joists and to the bottom of the joists.When the space is completely filled with non-combustible insulation,wood blocking is not required. •The insulation must be secured in place with metal wire netting.The metal wire netting is intended to hold the insulation in place if the insulation becomes wetted by the operation of a Victaulic Model V2502 sprinkler during a fire. Minimum Distance Between Victaulic Model V2502 Specific Application Sprinklers:7ft/2.1 m Maximum Distance Between Victaulic Model V2502 Specific Application Sprinklers: 12 ft/3.7 m NOTE:This maximum spacing does not apply to additional sprinklers required for protection of sprinkler system products that are offset over an obstruction. Maximum Sprinkler Coverage Area: 144 ft2/13.4 m2 per sprinkler Remote Area:The remote area for wood or steel open truss construction(Figure 5)or solid wood joist construction without insulation in the upper deck(Figure 3)is 1000 ft2/93.0 m2 for wet pipe systems or 1300 ft2/121.0 m2 for dry pipe systems.The remote area for solid or composite wood joist construction where the upper deck is filled with non-combustible insulation(Figure 4)must be calcu- lated per NFPA 13 requirements for light-hazard applications with a smooth,flat ceiling. Minimum Required Density:0.10 gpm/ft2/4.1 mm/min Minimum Operating Pressure:8 psi/55 kPa Obstructions:All NFPA obstruction criteria for standard spray sprinklers apply VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. Ac U'6d FIRE PROTECTION PRODUCTS-AUTOMATIC SPRINKLERS 40.09 V257 K4.2 SPECIFIC APPLICATION V2502 UPRIGHT QUICK RESPONSE DESIGN CRITERIA Specifications for Solid Wood Joist Construction Without Insulation in the Upper Deck and Solid or Composite Wood Joist Construction Where the Upper Deck is Filled with Non-Combustible Insulation(Figures 3 and 4) General information continued Concealed Space Area:The concealed space area is not limited.However,blocking between the joists and the upper deck must be constructed of a material that will not allow heat to escape through or above the blocking.The blocking must be constructed to the full depth of the upper joist and must contain a non-combustible material or a material that is the same composition of the joist construction.The maximum channel space for blocking is 32 ft/9.8 m intervals. Draft curtains(heat collection baffle)or full-height walls must drop below the joist a minimum of 6"/152.4 mm or 1h of the space,whichever is smaller,and must run laterally with the joist spaced at 25 ft/8.0 m maximum widths to limit the maximum localized detection area to 1000 ft2/93.0 m2. Draft curtains(heat collection baffle)or full-height walls must be constructed of a material that will not allow heat to escape through or above the barrier.This material may be 106.4 mm thick plywood (refer to Figures 3 and 4,Example 1). Deflector Position:The vertical sprinkler deflector clearance to the bottom of the upper deck joist is 1 Vh inches/38.1 mm)minimum to 2750.8 mm maximum(refer to Figures 3 and 4,Example 2). The sprinkler must be installed only in the upright position.When the Victaulic Model V2502 Specific Application Sprinkler is used in an installation with a pitched roof and a flat ceiling,maintain the specified clearances from the sprinkler deflector to the bottom of the upper deck joist.The sprinkler deflector must be installed parallel with the place of the roof.NOTE:There is no limitation by the UL Listing in relation to frame arm positioning.However,Victaulic prefers the frame arms to be parallel with the joists;this positioning produces a more efficient spray pattern during sprinkler operation (refer to Figures 3 and 4, Example 3). Concealed Space Height(Figures 3, Example 4 and 4a;Figure 4, Example 4): • Height of the Concealed Space from the Bottom of the Upper Deck Joist to the Top of the Ceiling Frame Joist:67152.4 mm Minimum to 367914.4 mm)Maximum • Height of the Concealed Space from the Bottom of the Upper Deck to the Ceiling Surface (Bottom of Joist):54"1371.6 mm Maximum • Maximum Roof Pitch:2/12(91 www.victaulic.com octblubar VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. REV D 40.09 7 FilRF f'POTF LS - A{1 :ATIi":_ 'i'r};I V- v._.__ 40.09 V257 K4.2 SPECIFIC APPLICATION V2502 UPRIGHT QUICK RESPONSE DESIGN CRITERIA(continued) For Combustible Concealed Installations Incorporating Steel Pipe and Victaulic Model V2502 Specific Application Sprinklers Specifications for Wood or Steel Open Truss Construction(Figure 5) Concealed Space Area:The concealed space area is not limited.However, blocking between the joists and the upper deck must be constructed of a material that will not allow heat to escape through or above the blocking.The blocking must be constructed to the full depth of the upper joist and must contain a non-combustible material or a material that is the same composition of the joist construction.The maximum channel space for blocking is 32 ft/9.8-m intervals. Draft curtains(heat collection baffle)or full-height walls must drop below the upper deck a minimum of 87203.2 mm or h of the space,whichever is greater,and must run laterally with the truss spaced at 25 ft/8.0-m maximum widths to limit the maximum localized detection area to 1000 ft2/93.0 m2. Draft curtains(heat collection baffle)or full-height walls must be constructed of a material that will not allow heat to escape through or above the barrier.This material may be VV6.4 mm thick plywood (refer to Figure 5, Note 1). Deflector Position:The vertical sprinkler deflector clearance to the bottom of the upper deck surface is 2750.8 mm minimum to 47101.E m)maximum(refer to Figure 5, Example 2).The sprinkler must be installed only in the upright position.The sprinkler deflector must be installed parallel with the plane of the roof.NOTE:There is no limitation by the UL Listing in relation to frame arm positioning. However,Victaulic prefers the frame arms to be parallel with the trusses;this positioning produces a more efficient spray pattern during sprinkler operation(refer to Figure 5,Example 3). Concealed Space Height(Figure 5,Example 4): • Maximum Height of the Concealed Space:36"/914.4 mm from the interior surface of the upper deck to the topside of the ceiling • Minimum Height of the Concealed Space: 12"/304.8 mm from interior surface of the upper deck to the topside of the ceiling • Maximum Roof Pitch:2112(9°) Additional Information • Typically,the upper joist is constructed of solid or composite wood with a maximum depth of 12"/304.8 mm on center of 167406.4-mm minimum spacing. • Steel pipe may be hung from the upper joist or truss using proper supports. • Extra sprinklers are not required for protection of pipe when offsetting over obstructions. • There are no clearance requirements for supply piping to the ceiling. • Ceiling sprinklers below the concealed space may be fed from the same piping as the Victaulic Model V2502 Sprinklers. • When acceptable to the local authority having jurisdiction,Victaulic Model V2502 Specific Application Sprinklers may be used in dry pipe systems when installed with corrosion resistant or internally galvanized pipe. • Paragraph 8.3.4.3 of NFPA 13(2010 Edition)allows sprinklers with a nominal K-factor of 4.2 in dry pipe systems with corrosion resistant or internally galvanized pipe.The minimum operating pressure of 8.0 psi/55 kPa referenced in this submittal is based solely upon specific fire tests conducted for the UL Listing. VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. Jct_au Iid MiE PRO f(MON PROIC)1UCTS-ALI FOM TIC SPMNI KLERS 40.09 V257 K4.2 SPECIFIC APPLICATION V2502 UPRIGHT QUICK RESPONSE Exam*3:Frame Arm Position Upper Example 2:Deflector Clearance 2 x Floor Joist Deck Example4a: T1�1 ample : Blocking Victaulic Model V2502 Concealed Concealed Space Height Space Height Example 1:Draft Curtain / Ceiling (Heat Collection Baffle) Ceiling Figure 3 Framing Solid Wood Joist Construction Incorporating Steel Pipe (Cross Section View Non-Combustible Example 2:Deflector Clearance Example 3:Frame Upper Insulation Arm Position Deck v. Solid Wood 2 x Wood Joist Composite V Example Model V2502 Spa a Height Wood Joist p 0 Example 1:LDraft Curtain —Ceiling Ceiling Framing (Heat Collection Baffle) Figure 4 Solid Wood Joist Construction Incorporating Steel Pipe Without Insulation or Composite Wood Joist Construction Incorporating Steel Pipe Where the Upper Deck is Filled with Non-Combustible Insulation (Cross Section View) 41k-inch(114,3-mm)Minimum from Face of Wood or Steel Truss when Clearance of Sprinkler- Upper Example 2:Deflector Clearance to-Deck is Less than 4 inches(101,6 mm) .— Deck Vlctaullc Model V2502 ini EZ4: ed Example 1:Draft Curtain Example 3:Frame Arm Position Ceiling (Heat Collection Baffle) Sprinkler for Lower Room Protection -Wood or Steel Open Truss Figure 5 Wood and Steel Open Truss Construction Incorporating Steel Pipe (Cross Section View) www.victaulic.com ✓ttaU�id VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. REV i" 10.09 9 � • FV251 K4.2 SPECIFIC APPLICATION V2502 UPRIGHT QUICK RESPONSE WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. For complete contact information,visit www.victaulic.com 40.09 3784 REV D UPDATED 03/2012 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2012 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 40.09 Schedule 10 and Schedule 40 FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer Bull Moose Tube's Sch. 10 and Sch. 40 pipes are of quality pipe products. Our Schedule 10 and made to ASTM A135 and ASTM A795. These Schedule 40 are FM Approved and UL Listed (for U.S. products are typically supplied with our protective and Canada), even though these products do not coating but can be supplied without the coating so require separate approvals and listings. Bull Moose they can be hot-dip galvanized to meet FM Tube made the decision to have them approved and requirements for use in dry systems in accordance listed for your peace of mind. Our Sch. 10 and Sch. 40 with the zinc coating specifications of ASTM A795 or have been through the same rigorous testing as our ASTM A53. All Schedule 10 and Schedule 40 pipe other fine pipe products. has a pressure rating of 300 PSI. Schedule 10 Pipe ►.i w. • Nominal O.D. . - . 1 1.315 1.097 1.41 Ibs/ft 91 1 1/4 1.660 1.442 1.81 Ibs/ft 61 1 1/2 1.900 1.682 2.09 Ibs/ft 61 2 2.375 2.157 2.64 Ibs/ft 37 2 1/2 2.875 2.635 3.53 Ibs/ft 30 3 3.500 3.260 4.34 Ibs/ft 19 4 4.500 4.260 5.62 Ibs/ft 19 Schedule 40 Pipe O.D.Nominal Pipe Size (in) Nominal 1 1.315 1.049 1.68 Ibs/ft 70 1 1/4 1.660 1.380 2.27 Ibs/ft 51 1 1/2 1.900 1.610 2.72 Ibs/ft 44 2 2.375 2.067 3.66 Ibs/ft 30 2 1/2 2.875 2.468 5.80 Ibs/ft 30 3 3.500 3.068 7.58 Ibs/ft 19 4 4.500 4.026 10.80 Ibs/ft 19 PIPE PREPARATION For proper operation,all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket,pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint,scale,dirt,chips,grease,and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly,causing leakage. Also,check the manufacturer's instructions for the specific fitting used. 1819 Clarkson Road For additional information, C&DS Chesterfield,MO 63017 contact your salesperson 1 ! euLL PA00SE TuaW connpwNy (800)325-4467 today at(800)325-4467 or LISTED CJ FAX:(636)537-2645 (636)537-2600 in the USA, www.bullmoosetube.com or from Canada FM A CA Mcompany e-mail:salesRbullmoosetube.com call(800)882-4666 APPROVED All information contained herein is accurate as known at the time of publication Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation l2/09 4�! TOLC(5' 00: Fig. 200 - "Trimline" Adjustable Band Hanger C Ul. US LISTED Fig. 20OR (Import) - °Trimline° Adjustable Band Hanger FM w/Retainer Ring Size Range — 1/2" thru 8" pipe Material — Carbon Steel, Mil. Galvanized to G90 specifications --� Function — For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger /� �► ����. adjustment after installation. Features — • (1/2" thru 2") Flared edges ease installation for s all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting i nut from separating with hanger. Hanger is eas- ily installed around pipe. • (21/2" thru 8")Spring tension on nut holds it ----� securely in hanger before installation. Adjusting nut is easily removed. Fig.200 1 2" Fig.200 21/2"-8" Approvals — Underwriters' Laboratories listed (1/2" thru 8") in the USA (UL) and Canada(cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW-H-171E, Type 10 and �'"-- Manufacturers Standardization Society SP-69, Type ® �f�-----�� �f44 10. j e �% `ti Maximum Temperature — 650°F �� ! e Finish — Mil. Galvanized. Stainless Steel materials will oil/ be supplied with (2) hex nuts in place of a knurl nub. Order B — Figure number and pipe size Y g P p Note — Figure 200R (import) with retainer ring and non-captured knurl nut. Fig.20OR 21/2"-8" Fig.20OR 1/2"-2" Dimensions •Weights Pipe Rod Size Max.Rec. Approx. Size Inch Metric A B Load Lbs. Wt./100 1/2 3/8 8mm or 10mm 31/8 2-Va 400 11 3/4 3/8 8mm or 10mm 31/a 21/2 400 11 1 3/8 8mm or 10mm 3V8 25/a 400 12 11/4 3/8 8mm or 10mm 3-Y4 27/a 400 13 11/2 3/8 8mm or 10mm 37/8 27/a 400 14 2 3/8 8mm or 10mm 41/2 3 400 15 21/2 3/8 10mm 55/a 41/8 600 27 3 3/8 10mm 57/a 4 600 29 31/2 3/8 10mm 73/a 51/4 600 34 4 3/8 10mm 7Ma 5 1000 35 5 1/2 12mm 91/8 61/4 1250 66 6 1/2 12mm 101/8 63/4 1250 73 8 1/2 12mm 131/8 83/4 1250 136 OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE •CORONA,CA 92879•PH: 951 J37.5599•FAX: 951,737,0330 CUSTOMER SERVICE•800 786 5266 www.tolco.com �i Seismic Bracing Fig. 909 - No-Thread Swivel Sway Brace Attachment ()TOLCO Size Range: 1"(25mm)bracing pipe. For brace pipe sizes larger than C&us 1"(25mm), use Fig.980,Available with holes for 3i13"-16 thru 3/4"-10 fastener LISTED attachment. Material: Steel, hardened cone point set bolt Function: The structural component of a sway and seismic bracing system. Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 indicates clearly that fastener table load values are based only on concentric loading.No threading of the bracing pipe is required.Open design allows for easy inspection of pipe engagement. II Application Note: Fig.909 is used in conjunction with the Fig. 1000, Fig. 1001, Fig.4A or Fig.4L or other approved TOLCO attachment to pipe, and joined together with bracing pipe.Sway brace assemblies are intended to II o be Installed In accordance with NFPA 13.The required type, number and size $ 0 of fasteners used for the structure attachment fitting shall be in accordance with NFPA 13. Approvals: Underwriters Laboratories Listed in the USA(UL)and Canada Set Bolt A \> (W L). Included B Installation Instructions: Fig.909 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to Mounting Hardware be combined with the "bracing pipe" and Cooper B-Line/TOLCO"braced Is Not Included pipe" attachment, Fig. 1000, 1001,4A, or other approved TOLCO attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig.909 onto the bracing pipe.Tighten the set bolt - until the head bottoms out on surface.Attachment can pivot for adjustment to proper brace angle. , s � \ Finish: Plain.Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number,fastener attachment size and finish. Part Mounting Hole Brace Max.Design Max.Design Approx. Number D Pipe Size A B Load Load w/Washer Wt./100 909-1/2+ 17/32" (13.5) 1" (25) 6" (152.4) 15/8" (41.3) 2015 (8,96) 2765 (12.30) 91 (41.3) 909-6/8 11/16" (17.5) 1" (25) 6" (152.4) 15/C (41.3) 2015 (8.96) 2765 (12.30) 90 (40.8) 909-3/4 13/16" (20.6) 1" (25) 6" (152.4) 15/8" (41.3) 2015 (8.96) 2765 (12.30) 89 (40.4) Other hole sizes are available,consult factory. .Standard size. Cooper B-Line, Inc.'s("Cooper B-Line")seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components,resulting in a listed seismic bracing assembly.Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line,except that,in addition to the other exclusions from Cooper B-Line's warranty,Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line d- .. .; � �<•r .. ti 1 TOLC(I www.t ■ 00• Fig. 1001 - Sway Brace Attachment lioofState v �L US LISTED Califorrniania OStHPD Approved Size Range — Pipe size to be braced: 21/2" thru 8" IPS." Pipe size Seismic Restraints System FM used for bracing: 1" and 11/4" Schedule 40 IPS. »• Material — Carbon Steel Function — For bracing pipe against sway and seismic distur- bance. The pipe attachment component of a sway brace system: The Fig. 1001 is used in conjunction with a TOLCO 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a com- plete sway brace assembly. Features — Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of brac- ing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note — Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1" pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals — Underwriters Laboratories Listed in the USA(UL) Maximum Design Load and Canada(cUL). Approved by Factory Mutual Engineering (FM). Sch. 7 - 1600 lbs. Sch. 10 &40 Included in our Seismic Restraints Catalog approved by the State " Brace Pipe - 2015 lbs. of California Office of Statewide Health Planning and Development Sch. 10&40 w/1 1/4" Brace Pipe - 2765 lbs. (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic FM Approved Design Loads' Restraint Systems Guidelines. 21/2" - 2400 lbs. Finish — Plain 3" - 4" - 2500 lbs. Note — Available in Electro-Galvanized and HDG finish. 5" - 8" - 1500 lbs. Order By — Indicate pipe size to be braced followed by pipe size used for bracing, figure number and finish. Important Note — The Fig. 1001 is precision manufactured to perform its function as a critical component of a complete brac- ing assembly. To ensure performance,the UL Listing requires that the Fig. 1001 must be used only with other TOLCO bracing products. The Fig 1001 is not intended for use with the Fig. 907 4-Way Longitudinal Brace Attachment. OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE•CORONA,CA 92879•PH: 951 737 5599•FAX: 951 737 0330 CUSTOMER SERVICE•800 786 5266 www ioico.com �� � ,� • I W , :• � •, / FireLock EZ° Rigid Coupling SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 009H The FireLock EZ Style 009H coupling is a rigid,installation-ready coupling for fire protection pipe joining.The coupling's unique design eliminates loose parts,insures consistent installation and provides substantial gains in productivity. IMPORTANT FireLock EZ Style 009H couplings are recommended for use ONLY on fire protection systems. PATENTED LISTINGS/APPROVALS* The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies.Contact Victaulic for performance on other pipe and the latest listings and approvals. Standard Pipe P/4 175 365 365 365 365 32 1206 2517 2517 2517 2517 11h 175 365 365 365 365 40 1206 2517 2517 2517 2517 2 175 365 365 365 365 50 1206 2517 2517 2517 2517 21h N/A 365 365 365 365 65 2517 2517 2517 2517 76.1mm N/A N/A 365** 365 365 2517** 2517 2517 3 365 365 365 365 80 N/A 2517 2517 2517 2517 4 N/A 365 365 365 365 100 2517 2517 2517 2517 165.1mm N/A N/A 290** 232 300 1999** 1600 2068 61 290 365 232 365 1 0# N/A 1999 2517 1600 2517 ' Listed/Approved for wet and dry pipe systems(>-40°F/-40*C). Please refer to the Victaulic Installation Manual(1-009H_009_009V.pdf)for details concerning when supplemental lubrication is required. EN-10219(L)for 76.1mm size;EN-10255(M)for 165.1mm size # Regional availability only Speciality Pipe IlMlIffill BLT 1 V4-2 300 300 EZT 1%4-2 300 300 MT 1/4-2 300 300 2118 2068 _ _2068 2068 2068 2068 300 300 300 300 300 DF 1/a-4 FF 1%a-4 MILT lYa-2 N/A 2068 2068 _ _ 2068 2068 _ 2068 DT 1%4-2 306 300 FLF 1 Ya-4 N/A 300 ST 1 A-2 N/A 300 2068 2068 2068 2068 EF 1%4-4 175 175 FLT 1 Y4-2 N/A 300 STF 1 Ya-4 N/A 300 1206 1206 2068 2068 EL 1 Y4-2 300 300 FLTL 1 Y4-2 N/A 300 TF 21/4-4 N/A 300 2068 2068 _ 2068 2068 ET40 1/4-2 300 300 GL 1 Y4-2 300 300 wLS 1 A-2 300 300 2068 2068 2068 2068 2068 2068 EZF 3-4 300 300 MF 1/4-4 300 300 WST 1%4-2 N/A 10 2 20158 2068 2068 1206 XL 1 V.-2 2068300 2063006 JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com ✓ctsubill VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. REV F 10.61 1 IPS CARBON SYEEI. PIPE - FIRE PROTECTION PRODUCTS 10.61 FireLock EZO Rigid Coupling STYLE 009H STYLE 009H DIMENSIONS W Work rk size Press. en,ions-Inc,lies/mm Wgi,Ear Y- I`', 1'/a 1.660 365 790 0.10 2-'/e x 2 2.95 4.77 2.70 4.63 1.93 1.4 32 42.4 2517 3514 2.54 -M10 x 2 75 121 69 118 49 0.7 1112 1.900 365 1035 0.10 2-'/.x 2 3.19 4.97 2.94 4.79 1.93 1.5 40 48.3 2517 4604 2.54 -M10 x 2 81 126 75 122 49 0.7 STYLE 009H PRE-ASSEMBLED 2 2.375 365 1616 0.12 2-3/.x 2 3.79 5.53 3.45 5.42 1.93 1.9 (PUSH ON CONDITION) 50 60.3 2517 7193 3.05 -M10 x 2 96 140 88 13. 49 0.9 2�k 2.875 365 2370 0.12 2 -3/.x 2 Yz 4.29 6.09 3.92 5.85 1.93 2.1 Y I• 65 73.0 2517 10542 3.05 -M10 x 2'/2 109 155 100 149 49 1.0 76.1 mm 3.000 365 2580 0.12 2-/x 2 'k 4.40 6,31 4.05 5.90 1.93 2.1 76.1 2517 11476 3,05 -M10 x 2'/2 112 160 103 150 49 1.0 3 3.500 365 3512 0.12 2 -/x 2'/2 4.91 1 6.70 4.55 6.46 1.93 2.3 80 88.9 2517 15622 3.05 -M10 x 2'/2 125 170 116 164 49 1.0 4 4.500 365 5805 0.17 2 -3/8 x 2 1/2 5.95 7.82 5.54 7.47 2.14 2.9 100 114.3 2517 25822 4.32 -M10 x 2'/2 151 199 141 190 55 1.3 STYLE 009H JOINT ASSEMBLED 165.1 mm 6.500 290 9623 0.17 2-s/e x 3 N 7.84 10.93 7.55 10.85 2.11 5.69 165.1 1999 42805 4.32 -M16 x 3 Yn 199 278 192 276 54 2.6 6 6.625 290 9997 0.17 2-/x 3%a 7.96 11.08 7.67 11.99 2.11 5.92 150 168.3 1999 44469 4.32 -M 16 x 3%4 2U2 281 195 305 54 2.69 Working Pressure and End Load are total,from all internal and external loads,based on standard weight (ANSI)steel pipe,standard roll or cut grooved in accordance with Victaulic specifications.See page 1 of this document for Listed/Approved ratings on other pipe. WARNING:FOR ONE TIME FIELD TEST ONLY,the Maximum Joint Working Pressure may be increased to 11h times the figures shown in the chart on page 1,specific to pipe schedule and size. t The allowable pipe separation dimension shown is for system layout purposes only.Fire Lock EZ couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. ® Number of bolts required equals number of housing segments. MATERIAL SPECIFICATIONS Housing:Ductile iron conforming to ASTM A-536,grade 65-45-12.Ductile iron conforming to ASTM A-395,grade 65-45-15, is available upon special request, Housing Coating: • Orange enamel(North America,Asia Pacific) • Red enamel(Europe) Optional Coatings: • Hot dipped galvanized Gasket: • Grade"E"EPDM(Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited,and Approved by Factory Mutual Research for wet and dry(oil free air)sprinkler services within the rated working pressure. Bolts/Nuts: Heat-treated plated carbon steel,trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. www.victaulic.com �ctsiul�d VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED, iG11.'11 f(tiV F FireLock EZ° Rigid Coupling STYLE 009H GENERAL NOTES NOTE:When assembling FireLock EZ couplings onto end caps,take additional care to make certain the end cap is fully seated against the gasket end stop.For FireLock EZ Style 009H couplings,use FireLock No.006 end caps containing the"EZ"marking on the inside face or No.60 end caps con- taining the"QV EZ"marking on the inside face.Non-Victaulic end cap products shall not be used with Style 009H couplings. IMPORTANT:Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009H coupling.There is no interchanging of gaskets or housings between coupling styles. USE OF FLUSHSEAL GASKETS FireLock EZ couplings are supplied with FireLock EZ Grade"E"Type A gaskets.These gaskets FOR DRY PIPE SYSTEMS include an integral pipe stop,that once installed provides the same benefits as a FlushSeal gasket for dry pipe systems.It should be noted that standard FlushSeal gaskets are not compatible and cannot be used with the FireLock EZ couplings. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data,and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. For complete contact information,visit www.victaulic.com 10.61 5731 REV F UPDATED 10/2011 /Ctb1UhC' VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 10.61 .�=11 . i1 •� �11IRLWJILW LPCB Vc15 L� FireLockR Fittings See Victaulle publication 10.01 for detail: Fire Lock®products comprise a unique system specifically designed for fire protection services.Fire Lock full-flow elbows and tees feature CAD-developed,hydrodynamic design,affording a shorter center-to-end dimension than standard fittings.A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as lip standard full flow fittings. Fire Lock fittings are designed for use exclusively with Victaulic IPS-sized couplings that have been Listed or Approved for Fire Protection Services.Use of other couplings or flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic Fire Lock Style 005 couplings. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536,grade 65-45-12. Fitting Coating: • Orange enamel. • Red Enamel in EMEA-I. • Optional: Hot dipped galvanized. I JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com �GtaU�tGr VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®201O VICTAULIC COMPANY.ALL RIGHTS RESERVED. REV 1 10,03 1 IPS CARBON S fEEL PIPE-FIRE PROTECTION PRODUCTS 10.03 FireLook° Fittings DIMENSIONS hCtoE C co E �� � YQ to ^I L e ���/// NO.001 N0.003 NO.002 NO.006 y_ - - - C 7 - - j` I 1 Va 1.660 _ _ _ _ 0.8 0.3 32 42.4 21 0.1 1%2 1.YOO - - - - 0.82 0.4 40 48.3 - - - - 21 0.2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 50 60.3 70 0.8 51 0.8 70 1.1 22 0.3 2/2 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 65 73.0 76 1.4 57 1.0 76 1.6 22 0.5 76.1 mm 3.000 3.00 3.30 2.25 2.4 _ _ _ 76.1 76 1.5 57 1.1 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 80 88.9 86 1.8 64 1.4 86 2.4 22 0.5 108mm 4.250 4.00 5.7 3.00 5.1 4.00 7.5 _ _ 108.0 102 2.6 76 2.3 102 3.4 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 100 114.3 102 3.0 76 2.5 102 3.9 25 1.1 5 5563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 125 141.3 124 5.7 83 3.8 124 7.1 25 1.9 159mm 6.250 5.50 12.6 3.50 9.2 5.50 17.9 158.8 140 5.7 89 4.2 140 8.0 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 150 168.3 140 8.3 89 5.3 140 10.3 25 2.7 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 200 219.1 173 11.6 108 9.3 176 17.6 29 5.8 www.victaulic.com ✓GtalUlid VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2010 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 10.03 2 R£V I IPS CARBON STEEL PIPE-FIRE PROTECTION PRODUCTS 10.03 FireLock° Fittings FLOW DATA Frictional Re�i�tance Equivalent Fr,ethneters of Straight Pipe I Actual No.002 Nominal oul�,de lot: 1'/a 1.660 1.5 0.8 3.7 1.5 32 42.4 0.5 0.2 1.1 0.5 1'/2 1.900 2.2 1.1 5.5 2.2 40 48.3 0.7 0.3 1.7 0.7 2 2.375 3.5 1.8 8.5 3.5 50 60.3 1.1 0.5 2.6 1.1 21/2 2.875 4.3 2.2 10.8 4.3 65 73.0 1.3 0.7 3.3 1.3 76.1 mm 3.000 4.5 2.3 11.0 4.5 76.1 1A 0.7 3A 1.4 3 3.500 5.0 2.6 13.0 5.0 80 88.9 1.5 0.8 4.0 1.5 108mm 4.250 6.4 3.2 15.3 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 5A 100 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 125 141.3 2.6 1.3 6.4 2.6 159mm 6.250 9.4 4.9 25.0 9.6 158B 2.9 1.5 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 150 168.3 3.0 1.5 7.6 3.0 8 8.625 13.0 5.0 33.0 13.0 200 219.1 4.0 1.5 10.1 4.0 t The flow data listed is based upon the pressure drop of Schedule 40 pipe. www.victaulic.com ectoulid' VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2010 VICTAULIC COMPANY.ALL RIGHTS RESERVED. REV 1 10.03 3 FireLock'L', Httings GENERAL NOTES NOTE:When assembling Fire Lock EZ couplings onto end caps,take additional care to make certain the end cap is fully seated against the gasket end stop. For Fire Lock EZ Style 009/009WO09H couplings,use Fire Lock No.006 end caps containing the"EZ"marking on the inside face or No.60 end caps containing the"QV EZ"marking on the inside face. Non-VictaUlic end cap products shall not be used with Style 009/009V/009H couplings. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. For complete contact information,visit www.victaulic.com _ / 10.03 1539 REV I UPDATED 212010 Ct8UhC VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2010 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 10.03 tLICO Fro & Building Products Technical Services:Tel: (800)381-9312/Fax: (800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Products Figure 730 Mechanical Tees - Threaded / Grooved General Protective Coatings: Limited •Non-lead orange paint Description •Fire brigade red(optional)non-lead paint Warranty „ •Hot dipped galvanized conforming to ASTM Products manufactured by Tyco Fire Products are U.�' �-C Bolt/Nuts:53 Track Head Bolts - conforming to warranted solely to the original Buyer for ten(10) FM ASTM ATrac Zinc Plated, (Min. Tensile o years against defects in material and workmanship 110,000 psi/758,422 kPa) when paid for and properly installed and maintained Metric-conforming to ASTM F568M under normal use and service. This warranty will / expire ten(10)years from date of shipment by Tyco� Gasket: (specify when ordering)Grade"E"EPDM,green color code Fire Products. No warranty is given for products or • (See Data Sheet TFP1895 for aid in selecting components manufactured by companies not Ll { affiliated by ownership with Tyco Fire Products orfor �S proper gasket) products and components which have been subject Orderin to misuse,improper installation,corrosion,orwhich See Fire Protection Submittal Sheet for Pressure g have not been installed, maintained, modified or Rating and Listing/ApprovalInformation Procedure repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), The Figure 730 Mechanical Tees may be used for When placing an order,indicate the full product and/orthestandardsof any other Authorities Having any tee connection where a threaded or grooved name.Please specifythe quantity,figure number, Jurisdiction. Materialsfound byTyco Fire Products outlet is needed. They may be converted into a type of gasket,Grade"E"EPDM,and size. to be defective shall be either repaired or replaced,at cross when necessary. Grinnell Grooved Piping Products, valves, Tyco Fire Products'sole option.Tyco Fire Products WARNING accessories and other products are available neither assumes, nor authorizes any person to The Figure 730 Mechanical Tee described herein throughout the U.S.,Canada,and internationally, assumeforit,any other obligation in connection with must be installed and maintained in compliance through a network of distribution centers. You the sale of products or parts of products. Tyco Fire with this document,as well as with the applicable may write directly or call 215-362-0700 for the Productsshall not beresponsibleforsprinklersystem standards of the National Fire Protection distributor nearest you. design errors or inaccurate orincomplete information Association, in addition to the standards of any supplied by Buyer or Buyer's representatives. otherauthoritieshavingjurisdiction.Failure to do Care and IN NO EVENT SHALL TYCO FIRE PRODUCTS BE so may impair the performance of this device. w LIABLE,IN CONTRACT,TORT,STRICT LIABILITY The owner is responsible for maintaining their Maintenance OR UNDER ANY OTHER LEGAL THEORY, FOR fire protection system and devices In proper INCIDENTAL, INDIRECT, SPECIAL OR operating condition.The installing contractor or The owner is responsible for the inspection, CONSEQUENTIAL DAMAGES,INCLUDING BUTNOT sprink/ermanufacturershould becontacted with testing,and maintenance of their fire protection LIMITED TO LABOR CHARGES,REGARDLESS OF any questions. system and devices in accordance with the WHETHERTYCO FIRE PRODUCTSWAS INFORMED applicable standards of the National Fire Protection ABOUT THE POSSIBILITY OF SUCH DAMAGES, Association (e.g., NFPA 25), in addition to the AND IN NO EVENT Technical standards of any authority having jurisdiction. LIABILITY EXCEED AN AMOUNT EQUAL TO THE Data The installing contractor or product manufacturer SALES PRICE. should be contacted relative to any questions. TKE FOREGOING WARRANTY 15 MADE IN LIEU Of Figure: 730 Any impairment must be immediately corrected. ANY AND ALL OTHER WARRANTIES EXPRESS OR Outlet:Threaded or Grooved It is recommended that automatic sprinkler IMPLIED INCLUDING WARRANTIES OF Approvals: UL, FM, ULC, VdS, and LPCB; systems be inspected,tested,and maintained by MERCHANTABILITY AND FITNESS FOR A See Fire Protection Submittal Sheet for exact a qualified Inspection Service. PARTICULAR PURPOSE, Listing/Approval information. Housing: Ductile iron conforming to ASTM A-536,Grade 65-45-12 Page 1 of 4 September 2004 TFP1860 Page 2 of 4 TFP1860 Figure 730 Mechanical Outlet Tee and Cross (Threaded) B O B -C-- D A D A TAKEOUT TAKEOUT 1 E D TAKEOUT A Figure 730 Mechanical Outlet Tee Figure 730 Mechanical Outlet Cross (Threaded) (Threaded) Nom.Size Hole Dia.$ Nominal Dimensions Bolt flee Cross Hole Max. A B C D E Net Wt. Net Wt. Run x Branch Inches Inches Inches Inches Inches Inches Inches Size"" Lbs. Lbs. mm mm mm mm mm rnm mm Dia.x Lg. Kg. Kg. 2"x'/2",3/4" 1" 1.50 1.63 2.62 4.88 3.07 2.12 1.59 3/8"x 2'/4" 2.2 2.6 38.1 41.3 66.5 124.0 78.0 53.8 40.4 M 10 x 57 1.0 1.2 2"x 11/4 1.75 1.88 2.78 4.88 3.32 1.93 1.59 3/a"x 2'/4" 2.5 3.3 44.5 47.6 70.6 124.0 84.3 49.0 40.4 M10 x 57 1.1 1.5 2"x 1'/2" 1.75 1.88 2.75 4.88 3.32 1.93 1.59 °/e'x 21/4' 2.5 3.7 44.5 47.6 69.9 124.0 84.3 49.0 40.4 M10 x 57 1.1 1.7 2'/2"x'/2".3/4", 1" 1.50 1.63 2.88 5.25 3.07 2.30 1.01 `/ x 2x 2'/4" 2.7 3.1 38.1 41.3 73.2 133.4 78.0 60.5 46.0 M10 x 57 1.2 1.4 21/2"x 11/4" 2.00 2.13 3.00 5.25 3.56 2.19 1.81 3/8'x 2'/4" 3.1 3.9 50.8 54.0 76.2 133.4 90.4 55.6 46.0 M 10 x 57 1.4 1.8 21/2"x 11/2" 2.00 2.13 3.07 5.25 3.59 2.17 1.81 3/6'x 2'/4" 3.3 4.3 50.8 54.0 78.0 133.4 91.2 55.1 46.0 M 10 x 57 1.5 1.9 21/2"x 2" 2.00 2.13 3.19 5.25 4.00 2.44 1.81 3/a"x 2'/4" 3.5 4.4 50.8 54.0 81.0 133.4 101.6 62.0 46.0 M10 x 57 1.6 2.0 1.50 1.63 2.94 5.62 3.07 2.44 1.87 2.7 3.1 76.imm x'/z",3/4", 1" 38.1 41.3 74.5 142.7 78.0 62.0 47.5M10 x 57 12 1.4 2.00 2.13 3.06 5.62 3.56 2.25 1.87 3.1 3.9 76.1mm x 1'/a" 50.8 54.0 77.7 142.7 90.4 57.2 47.5 M10 X 57 1.4 1.8 2.00 2.13 3.13 5.62 3.56 2.25 1.87 3.3 5.1 76.imm x 1'/2" 50.8 54.0 79.5 142.7 90.4 57.2 47.5 M10 x 57 15 2.3 76.1mm X 2" 2.50 2.63 3.25 5.62 4.00 2.50 1.87 M10 x 57 4.1 5.9 63.5 66.7 82.6 142.7 101.6 63.5 47.5 1.9 2.7 3"x'/2",3/4", 1" 1.50 1.63 3.19 6.13 3.07 2.56 2.21 1/2"x 3" 3.7 4.5 38.1 41.3 81.0 155.7 78.0 65.0 56.1 M12 x 76 1.7 2.0 3"x 11/4" 1.75` 1.88 3.34 6.13 3.32 2.50 2.21 1/2"x 3" 3.9 4.9 44.5 47.6 84.8 155.7 84.3 63.5 56.1 M12 x 76 1.8 2.2 3"x 11/2" 2.00 2.13 3.38 6.13 3.56 2.48 2.21 '/2"x 3" 4.2 5.5 50.8 54.0 85.9 155.7 90.4 63.0 56.1 M12 x 76 1.9 2.5 3"x 2" 2.50 2.63 3.50 6.13 4.09 2.75 2.21 '/2"x 3" 4.7 6.5 63.5 66.7 88.9 155.7 103.9 69.9 56.1 M12 x 76 2.1 2.9 4"x'/2",3/4", 1" 1.50 1.63 3.69 7.13 3.07 3.06 2.78 1/2"x 3" 5.5 7.1 38.1 41.3 93.7 181.1 78.0 77.7 70.6 M12 x 76 2.5 3.2 4"x 11/4" 1.75"' 1.88 3.92 7.13 3.32 3.00 2.78 '/2"x 3" 5.5 7.1 44.5 47.6 99.6 181.1 84.3 76.2 70.6 M12 x 76 2.5 3.2 4"x 11/2" 2.00 2.13 4.00 7.13 3.56 2.98 2.78 1/2"x 3" 5.5 7.1 50.8 54.0 101.6 181.1 90.4 75.7 70.6 M12 x 76 2.5 3.2 4"x 2" 2.50 2.63 4.00 7.13 4.06 3.25 2.78 112"x 3" 6.0 8.1 63.5 66.7 101.6 181.1 103.1 82.6 70.6 M12 x 76 2.7 3.7 4"x 21/2„ 2.75 2.88 4.00 7.13 4.38 3.12 2.78 V2"x 3" 6.0 8.1 69.9 73.0 101.6 181.1 111.3 79.2 70.6 M12 x 76 2.7 3.7 4"X 76.1mm 2.75 2.88 4.00 7.13 4.38 3.12 2.78 M12 x 76 6.0 8.1 69.9 73.0 101.6 181.1 111.3 79.2 70.6 2.7 3.7 4"x 3" 3.50 3.63 4.13 7.13 5.13 3.31 2.78 1/2"x 3" 7.0 13.5 88.9 92.1 104.9 181.1 130.3 84.1 1 70.6 M12 x 76 3.2 6.1 $ Proper hole preparation is required for effective sealing and performance. Check the pipe seal surface within s/""of the hole to be certain it is free from conditions that would affect proper gasket sealing. Remove any sharp or rough edges from the hole or upper housing contact area,that might affect assembly,proper seating of the locating collar or flow from the outlet. Check gasket grade to be certain it is suitable for the service. For crosses,ensure double outlet holes are aligned on opposite sides of the pipe. The use of Ihreaded products other than steel pipe,such as dry pendants,etc.may not be compatible with the female threaded outlet on the Mechanical Tee. Always confirm compatibility by contacting Tyco Fire Products. Gold color coded metric bolt sizes are available upon request. Note:Outlet threads conforming to ISO 7-1 are available,contact Tyco Fire Products for details. Page 3 of 4 TFP1860 Figure 730 Mechanical Outlet Tee and Cross (Threaded) B j B -C D A p A TAKEOUT TAKEOUT E D TAKEOUT A Figure 730 Mechanical Outlet Tee Figure 730 Mechanical Outlet Cross (Threaded) (Threaded) Nom.Size Hole Dia.$ Nominal Dimensions Bolt Tee Cross Hole Max. A B C D E Size"" Net Wt. Net Wt. Run x Branch Inches Inches Inches Inches Inches Inches Inches Lbs. Lbs. mm mm mm mm mm Ulm mm Dia.x Lg. Kg. Kg. 2.00 2.13 4.63 8.13 3.56 4.00 3.37 5/e"x 43/4" 6.5 7.7 5"x 11/2" 50.8 54.0 117.6 206.5 90.4 101.6 85.6 M16x 121 2.9 3.5 2.50 2.63 4.63 8.13 4.06 3.88 3.37 '/s"x 43/4" 7.1 8.1 5"x 2" 63.5 66.7 117.6 206.5 103.1 98.6 85.6 M16x 121 3.2 3.7 2.75 2.88 4.75 8.13 4.38 3.88 3.37 '/a"x 43/4" 7.3 8.7 5 x 21/2 69.9 73.0 120.7 206.5 111.3 98.6 85.6 M16x 121 3.3 3.9 2.75 2.88 4.75 8.13 4.38 3.88 3.37 M16 x 121 7.3 8.7 5"x 76.1 mm 69.9 73.0 120.7 206.5 111.3 98.6 85.6 3.3 3.9 3.50 3.63 5.00 8.13 5.13 4.06 3.37 5/8"x 43/4" 7.6 14.7 5"x 3" 88.9 92.1 127.0 206.5 130.3 103.1 85.6 M16x 121 3.4 6.7 2.00 2.13 5.13 9.25 3.56 4.25 3.90 6.9 7.9 165.1mm x 1'/4" 50.8 54.0 130.3 235.0 90.4 108.0 99.1 M16 x 121 3.1 3.6 2.00 2.13 5.13 9.25 3.56 4.04 3.90 7.4 8.9 165.1mm x 1'/2" 50.8 54.0 130.3 235.0 90.4 102.6 99.1 M16 x 121 3.4 4.0 165.1mm X 2" 2.50 2.63 5.13 9.25 4.06 4.3i 3•90 M16 x 121 7.5 8.9 63.5 66.7 130.3 235.0 103.1 109.5 99.1 3.4 4.0 165.1mm X 21/2" 2.75 2.88 5.13 9.25 4.38 4.18 3.90 M16 X 121 7.5 11.1 69.9 73.0 130.3 235.0 111.3 106.2 99.1 3.4 5.0 2.75 2.88 5.13 9.25 4.38 4.18 3•90 M16 x 121 7.5 11.1 165.1 mm x 76.1 mm 69.9 1 73.0 130.3 1 235.0 111.3 106.2 99.1 3.4 5.0 165.1 mm x 3" 3.50 3.63 5.50 9.25 5.13 4.37 3.90 M16 x 121 9.5 14.1 88.9 92.1 139.7 235.0 130.3 111.0 99.1 4.3 6.4 165.1mm x 4" 4.50 4.63 5.38 9.25 6.13 4.56 3.90 M16 X 121 10.0 20.1 114.3 117.5 136.7 235.0 155.7 115.8 99.1 4.5 9.1 2.00 2.13 5.13 9.25 3.56 4.25 3.90 5/e"x 43/4" 6.9 7.9 6"X 11/4" 50.8 54.0 130.3 235.0 90.4 108.0 99.1 M16x 121 3.1 3.6 2.00 2.13 5.13 9.25 3.56 4.04 3.90 5/a"x 43/4" 7.4 8.9 6"x 11/2" 50.8 54.0 130.3 235.0 90.4 102.6 99.1 M16x 121 3.4 4.0 2.50 2.63 5.13 9.25 4.06 4.31 3.90 '/a"x 4314" 7.5 8.9 6"x 2 63.5 66.7 130.3 235.0 103.1 109.5 99.1 M16x 121 3.4 4.0 2.75 2.88 5.13 9.25 4.38 4.18 3.90 '/a"x 4314" 7.5 11.1 6"x 21/2" 69.9 73.0 130.3 235.0 111.3 106.2 99.1 M16x 121 3.4 5.0 2.75 2.88 5.13 9.25 4.38 4.18 3•90 M16 x 121 7.5 11.19 6"x 76.1 mm 69.9 73.0 130.3 235.0 111.3 106.2 9 .1 3.4 5.0 3.50 3.63 5.50 9.25 5.13 4.37 3.90 '/a"x 4'/a" 9.5 14.1 6"x 3" 88.9 92.1 139.7 235.0 130.3 111.0 99.1 M16x 121 4.3 6.4 4.50 4.63 5.38 9.25 6.13 4.56 3.90 5/e"x 43/4" 10.0 20.1 6"x 4" 114.3 117.5 136.7 235.0 155.7 115.8 99.1 M16x 121 4.5 9.1 2.75 2.88 6.25 12.50 4.38 5.12 4.90 3/4"x 43/4" 10.2 12.1 8 x 21/2 69.9 73.0 158.8 317.5 111.3 130.0 124.5 M20 x 121 4.6 5.5 8"x 76.1 mm 2.75 2.88 6.25 12.50 4.38 5.12 4.90 M20 x 121 10.2 12.1 69.9 73.0 158.8 317.5 111.3 130.0 124.5 4.6 5.5 3.50 3.63 6.50 12.50 5.13 5.37 4.90 3/4"x 43/4" 12.5 15.1 8"x 3" 88.9 92.1 165.1 3175 130.3 136.4 124.5 M20x 121 5.7 6.8 4.50 4.63 6.38 12.50 6.13 5.56 4.90 3 a"x 43/4' 12.5 21.1 8"x 4" 114.3 117.5 162.1 317.5 155.7 141.2 124.5 M20 x 121 5.7 9.6 $ Proper hole preparation is required for effective sealing and performance. Check the pipe seal surface within'A"of the hole to be certain it is free from conditions that would affect proper gasket sealing. Remove any sharp or rough edges from the hole or upper housing contact area,that might affect assembly,proper sealing of the locating collar or flow from the outlet. Check gasket grade to be certain it is suitable for the service. For crosses,ensure double outlet holes are aligned on opposite sides of the pipe. The use of threaded products other than steel pipe,such as dry pendants,etc.may not be compatible with the female threaded outlet on the Mechanical Tee.Always confirm compatibility by contacting Tyco Fire Products. Gold color coded metric bolt sizes are available upon request. Note:Outlet threads conforming to ISO 7-1 are available,contact Tyco Fire Products for details. Page 4 of 4 TFP1860 Figure 730 Mechanical Outlet Tee and Cross (Grooved) B C B C A A Figure 730 Mechanical Outlet Figure 730 Mechanical Outlet Grooved Tee Grooved Cross Nominal Hole Dia.$ Nominal Dimensions Bolt Tee Cross Nominal Hole Dia$ Nominal Dimenslons Bah Tee Cross Size Hole Max. A B C E Net Wt. Net Wt. Size Hole Max. A B C E Net Wt. Net Wt. Size" Size"' Run x Inches Inches Inches Inches Inches Inches Lbs. Lbs. Run x Inches Inches Inches Inches Inches Inches Lbs. Lbs. Branch mm mm mm mm mm mm Dia.x Lg. Kg. Ko. Branch mm mm mm mm mm mm Dia.x Lg. Ka. Kg. 2"x 1'/d' i.75 1.88 2.78 4.88 3.32 1.59 'le x 2W 25 3.3 5 x 76.1 mm 275 2.88 4.75 8.13 4.38 3.37 M16 x 121 7.3 8.7 44.5 476 70.6 124.0 84.3 40.4 M10x57 1.1 1.5 69.9 73.0 120.7 206.5 111.3 85.6 3.3 3.9 2"x 1lb" 1.75 1.88 2.62 4.88 3.32 1.59 31e x V; 2.5 3.7 5'x 3' 3.50 3.63 5.00 B.13 5.1 3.37 'X x 04" 7.6 14.7 44.5 47.6 66.5 124.0 84.3 40.4 M10x57 1.1 1.7 88.9 92.1 127.0 206.5 130.3 85.6 M16x 121 3.4 6.7 21/2"x 1114" 2.00 2.13 3.00 5.25 3.56 1.81 '/e x 21h' 3.1 3.9 165.1..x 11/4 2.00 2.13 5.13 9.25 3.56 3.90 M16 x 121 6.9 7.9 50.8 54.0 76.2 133.4 90.4 46.0 M10x57 1.4 1.8 50.8 54.0 130.3 235.0 90.4 99.1 3.1 3.6 21/2"x 1 Vd, 2.00 2.13 3.07 5. 5 3.59 1.81 31C x 21M 3.3 4.3 165.1 mm x 11h' 2.uu 2.13 5.13 9.25 3.56 3.90 M16 x 121 7.4 8.9 50.8 54.0 78.0 133.4 91.2 46.0 M10x57 1-5 1-9 50.8 54.0 130.3 235,0 90.4 99.1 1 3.4 4.0 2.00 2.13 3.19 5.25 4 O 1.81 '/e'x 2'/a' 3.5 4.4 2.50 2.63 5.13 9.25 4.06 3.90 7.5 8.9 2/2 x 2 50.8 54.0 81.0 133.4 1016 46.0 M10x57 1.6 P•0 165.1mm x 2" 63.5 66.7 130.3 235.0 103.1 99.1 M16 x 121 3.4 4,0 76.1mmx 11/4" 2.00 2.13 3.06 5.62 3.56 1.9i M10x57 3.1 3.9 165.1mmx21/2" 2.75 2.88 5.13 9.25 4.38 3.90 M16x121 7.5 11.1 50.8 54.0 77.7 142.7 90.4 47.5 1.4 1.8 69.9 73.0 130.3 2350 111.3 99.1 3.4 50 76.i mm x 11/2" 2.00 2.13 3.13 6.62 3.56 1.37 M10 x 57 3.3 5.1 165.1 mm x 76.1 2.75 2.88 5.13 9.25 4.38 3.90 M16 x 121 7.5 11.1 50.8 54.0 79.5 142.7 90.4 47.5 1.5 2.3 69.9 73.0 130.3 235.0 111.3 99.1 3.4 5.0 2.50 2.63 3.25 5.62 4.00 1.87 4.1 5.9 3.50 3.63 5.50 9.26 5.13 3.90 9.5 14.1 76.immx2" 63.5 66.7 82.6 142.7 101.6 47.5 M10x57 19 27 i65.immx3" 889 921 139.7 235.0 130.3 99.1 M16x121 43 1 6.4 T x 1W 1.75` 1.88 3.34 6.13 3.32 2.21 W'x 3" 3.9 4.9 165.1-x 4" 4.50 4.63 5.38 9.26 6.13 3.90 M16 x 121 10.0 20.1 44.5 476 84.8 155.7 84.3 56.1 M12x76 1.8 2.2 114.3 117.5 136.7 235.0 155.7 99.1 4.5 9.1 3"x 1 V2" 2.00 2.13 3.38 6.i 3 3.56 2.21 W-x 3" 4.2 5.5 6"x 11/4" 2.00 2.13 5.13 9.25 3.56 3.90 '/e'x 43/e 6.9 7.9 50.8 54.0 85.9 155.7 90.4 56.1 M12x76 1.9 2.5 50.8 54.0 130.3 235.0 90.4 99.1 M16x 121 3.1 3.6 T x 2' 2.50 2.63 3.50 6.13 4.09 2.21 W'x 3" 4.7 6.5 6"x 1 W' AO [a3 5.13 9.25 3.56 3.90 Vex 4314" 7.4 8.9 63.5 66.7 88.9 155.7 103.9 56.1 M12x76 2.1 2.9 50.8 54.0 130.3 235.0 90.4 99.1 M16x 121 3.4 4.0 4"x 11/4" 1.75` 1.88 3.92 7.13 3.32 2.78 '/i'x J 5.5 7.1 2.50 2.63 5.13 9.25 4.06 3.90 '/a'"x 41/4" 7.5 8.9 6'x 2' 44.5 47.6 99.6 181.1 84.3 70.6 M12x76 2.5 3.2 63.5 66.7 130.3 235.0 103.1 99.1 M16x 121 3.4 4.0 4"x 11/2" 2.00 2.13 4.00 7.13 3.56 2.78 ii'x s 5.5 7.1 6"x 2'/d' 2.75 288 5.13 9.25 4.38 3.9u °/e'x 4'1<" 7.5 11.1 50.8 54.0 101.E 181.1 90.4 70.6 M12x76 2.5 3.2 69.9 73.0 130.3 235.0 111.3 99.1 M16x 121 3.4 5.0 25u 2.63 4.00 7.13 4.06 2.78 i2"x3' 6.0 .1 2.75 2.Ba 5.13 9.25 4.38 3.90 7.5 11.1 4'x 2' 63.5 66.7 101.6 181.1 103.1 70.6 M12x76 2.7 3.7 6"x 76.1 mm 69.9 73.0 130.3 235.0 111.3 99.1 M16 x 121 3.4 5.0 4"x 21/2" 2.75 2.88 4.00 7.13 4. 8 2.78 W x s� 6.0 8.1 6 x 3. 3.50 3.63 5.50 9.25 5.13 3.90 °ie'x 4'i4' 9.5 14.1 69.9 73.0 101.6 181.1 111.3 70.6 M12x76 2.7 3.7 88.9 1 92.1 139.71 235.0 130.3 99.1 M16x 121 4.3 1 6.4 4"x 76.1 mm 2.75 2.88 4.00 7.13 4.38 2.78 M12 x 76 6.0 8.1 6'x 4' 4.50 4.63 5.38 9.25 6.13 3.90 Wx 4'/4' 10.0 20.1 69.9 73.0 101.6 181.1 111.3 70.6 2.7 3.7 114.3 117.5 136.7 235.0 155.7 99.1 M16x 121 4.5 9.1 4'x 3' 3.50 3.63 4.13 7.13 5.13 2.78 W,x 3" 7.0 13.5 g"x 2Vi 2.75 2.88 6.25 12.50 4.3 4.90 3/4"x 4'/4' 10.2 12.1 88.9 92.1 104.9 181.1 130.3 70.6 M12x76 3.2 6.1 69.9 73.0 158.8 3175 111.3 124.5 M20x 121 4.6 5.5 5'x 1'/2 2.uu 2.13 4.63 8.13 3.56 3.37 '/e''x 43/4" 6.5 7.7 8"x 76.1mm 2.75 2.88 6.25 1250 4.38 4.90 M20 x 121 10.2 12.1 50.8 54.0 1176 206.5 90.4 85.6 M16x 121 2.9 3.5 69.9 73.0 158.8 317.5 111.3 124.5 4.6 5.5 2.50 2.63 4.63 8.13 4.06 3.37 IN'x 4a/4" 7.1 8.1 3.50 3. 3 6.50 12.50 5.13 4.90 '/4"x 4'/4" 12.5 ]21.1 5'x 2' 63.5 66.7 117.6 206.5 103.1 85.6 M16x 121 3.2 3.7 8'x 3" 88.9 92.1 165.1 317.5 130.3 124.5 M20x 121 57 5"x 2'/z" 2.75 2.88 4.75 8.13 4.38 3.37 '/a'x 4aia' 7.3 8.7 B'x 4' 4.5u 4.63 6.38 12.5u 6.13 4.9u '14"x 4'14" 12.b 69.9 73.0 120.7 206.5 111.3 85.6 M16x121 3.3 3.9 114.3 1175 162.1 3175 1557 124.5 M20x 121 5.7 $ Proper hole preparation is required for effective sealing and performance. Check the pipe seal surface within'A"of the hole to be certain it is free from conditions that would affect proper gasket sealing. Remove any sharp or rough edges from the hole or upper housing contact area,that might affect assembly,proper seating of the locating collar or flow from the outlet. Check gasket grade to be certain it is suitable for the service. For crosses,ensure double outlet holes are aligned on opposite sides of the pipe, The use of threaded products other than steel pipe,such as dry pendants,etc.may not be compatible with the female threaded outlet on the Mechanical Tee. Always confirm compatibility by contacting Tyco Fire Products. Gold color coded metric bolt sizes are available upon request. General Notes:It is the Designer's responsibility to select products suitable for the intended service and to ensure E6ISO that pressure ratings and performance data is not exceeded. Always read and understand the installation 9001 instructions(I1-1-1000). Never remove any piping component or corrector modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19946 Printed U.S.A. TSHURJOINTP) Threaded Fittings 1-01 www.shugoinl coot t @us 1i1 FA APPNM6 For Fire Protection pressure rating,listing,and approval information,visit Shurjointwebsite, www.shunoinl.co THREADED FITTINGS m for details or contact your SHURJOINT Representative. Shurjoint offers a complete range of ductile iron Class 300 threaded fittings in sizes from '/z"to 2'/z". Material: Ductile iron ASTM A536 Gr.65-45-12 and or Shurjoint ductile iron threaded fittings are 100%air ASTM A395 Gr.65-45-15. tested underwater to ensure leak-free performance. Dimensions:ANSI B16.3 Class 150 except bushings and The Shurjoint ductile iron fitting series is UL listed plugs(B16.14),unions(1316.39)and companion flanges and FM approved, making them the right choice for (1316.42).Please note wall thickness dimensions are fire protection and other general application services. subordinate to Shurjoint UL and FM pressure rating listings and approvals Threads:ANSI B1.20.1 NPT or ISO-7(BSPT) Finish: Black or electro-zinc plated ` - General Dimensions These dimensions apply to all standard fittings,both straight and reducing. For center-to-face dimensions(*), see fitting tables. Ductile Iron Class 300 threaded fittings are designed to the same dimensions as that of Class 150 malleable iron E fittings.Though due to the superior strength characteristics, 4 i ductile Iron fittings carry a much higher pressure rating. B Laboratory tests confirm Shurjoint ductile iron fittings have T- passed hydrostatic test pressures exceeding 6,000 psi/ 414 Bar,which is equal to four times the 1,500 psi/103 Bar as specified by ANSI B16.3 for 1%"-2"sizes. -Size BandO.D. Width in In In in % 1.02 0.25 0.43 3/4 1.46 0.27 0.50 1 1.77 0.30 0.58 1'/a 2. 0.34 0.67 1 Y: 2.43 43 0.37 0.7070 2 2.96 0.42 0.75 2'/2 3.59 048 0.92 Installers who have not used DI threaded fittings before Burst pressure testing of DI threaded fittings(2„) 0 should be instructed that the fittings are stronger than the pipe in most cases. In general DI threaded fittings require about a one-half turn less than cast iron fittings. Refer to the installation instructions for further detail. Pressure-Temperature Ratio ANSI B16.3&B16.14 Nom. Working Pressure • Pressure Rating @1 t' , Working-, Steam Class Yz"—V:2000 psi/140 Bar 300 1% —2":1500 psi/105 Bar 1 300 psi(20 Bar) 21/2":1000 psi/70 Bar 'Proof test pressure:1.5 times the working pressure,non-shock cold water 1-01-1/6 Rev.G 20120315 TSHURJOINTR Threaded Fittings 1-01 wv.w shugnini cam MODEL 811 ELBOW 900 Elbow90 Size A Wt. I Box Q' in in Lbs PCs ,. 1.12 0.25 240 1.31 0.35 120 1 150 0.57 70 W r I% 1.75 0.97 40 IL 1'/• 194 1.17 30 2-25 1.83 20 2.70 3.34 10 MODEL 812 REDUCING ELBOW 900 ElbowModel 812 Reducing .0 B Size A B Wt. go-i7ty in in in Lbs PCs %x Y: 1.20 1.22 0.35 160 1 x'% 1.26 1.36 0.46 110 1 x 1 1.18 1.45 0.57 90 A 1/e x Ys 1.34 1.53 0.64 75 1%4 x% 1.45 1.62 0.68 60 �-- 1%x 1 1.58 1.67 0.81 55 1'%x% 1,41 1.66 0.84 45 1'/z x IN 1.52 115 0.90 45 1'/2 x 1 1.65 1.80 0.95 40 1%x 1% 1.82 1.88 1.10 35 2 x'/< 1.60 1.97 1.19 30 2 x 1 1.73 2.02 1.47 25 2 x 1%: 1 2.02 2-16 1.61 20 2%x 2 1 2.39 2.60 2.93 15 MODEL 813 ELBOW 450 Model 813 Elbow 45' Size A wt. i Box Q' ,N,\ in in Lbs PCs %: 0.88 0.22 250 '/< 0.98 0.33 150 1 1.12 0.55 90 1'/ 1.29 0.84 50 A 1'/z 1.43 0.92 35 L 2 1.68 1.63 18 2% 1.95 2.42 12 1-01-2/6 Rev.G 20120315 Fittings 1-01 ISHUR.10INTOThreaded wamshu(pint cam MODEL 814 TEE Model . Tee Size A Wt. Box l7 in in Lbs PCs '/z 1.12 0.31 150 1 % 1.31 0.48 90 1 1.50 0.81 60 1%4 1.75 128 35 _ 1'/ 1.94 1.72 24 2 2 T 2.57 12 2%z 1 2.70 4.44 8 MODEL 815 REDUCING TEE Model 815 Reducing Tee -- Size A B C wt. Box In In in in Lbs PCs % % %z 1.20 1.20 1.22 0.46 95 '/z 1 1.50 1.36 1.50 0.71 55 t '/2 1.26 1.20 1.36 0.59 80 1 % % 1.37 1.31 1.45 0.66 65 1 1.50 1.45 1.50 0.77 55 % 1.26 1.26 1.36 0.64 65 4F 1 % 1.37 1.37 1.45 0.75 60 r,% 1.34 1.26 1.53 0.79 50 1.45 1.37 1.62 0.88 50 1,58 1.50 1.67 1.01 45 1% 1.75 1.67 1.75 1.25 40 %: 1.34 1.34 1.53 0.84 45 1%4 '/4 1.45 1.45 1.62 0.99 45 1 1.58 1.58 1.67 1.12 40 1.44 1.31 1.69 0.92 40 % 1.50 1.37 1.75 1.01 40 1 1 1,65 1.50 1.80 1.19 30 1%4 1.82 1.67 1.88 1.54 30 1%z 1.94 1 1.80 1.94 1.54 30 1'/z V, 1.41 1.34 1.66 1 1.08 40 1'% % 1.52 1.45 1.75 1.14 40 1 1.65 1.58 1.80 1.39 30 1.41 1.41 1.66 1.10 35 1% % 1.52 1.52 1.75 1.17 35 1 1.65 1.65 1.80 1.36 30 1'/4 1.82 1.82 1.88 1.56 30 1 2 2.25 2.02 2.25 2.13 15 1 A 2 2.25 2.10 2.25 2.22 15 %: 1.49 1.41 1.88 1.52 30 % 1.60 1.52 1.97 1.47 25 1'/z 1 1.73 1.65 2.02 1.63 20 2 1%: 2.02 1.94 2.16 2.09 20 2 2.25 2.16 2.25 2.33 15 '/z 1.49 1.49 1.88 1.56 20 % 1.60 1.60 1.97 1.61 20 2 1 1.73 1.73 2.02 1.80 20 1 A 1 90 1.90 2.10 2.09 20 1'/z 2.02 2.02 2.16 2.24 15 2%z 2 % 1.74 1.60 2.32 2.35 15 1-01-3/6 Rev.G 20120315 SH U RJO I NT(m Threaded Fittings 1-01 www shurlomlCom MODEL 815 BULLHEAD TEE Model 815 Bullhead Tee Size A B C Wt. Box In in in in Lbs PCs '/4 '/< 1 1.45 1.45 1.37 0.66 65 { 1 1 1'/4 1.67 1.67 1.58 0.97 45 1% 1.80 1.80 1.65 1.15 35 1 1% 1.88 1.80 1.82 1.43 30 - 1%a 1'/4 1'/2 1.88 1.88 1.62 1.52 30 I---A- -B 2 2.10 2.10 1.90 1.80 24 1 Y 1'I4 2 2.16 2.10 2.02 1.94 20 1%2 2 2.16 2.16 2.02 2.00 20 2 1 2 2%2 2.60 2.60 2.39 3.61 1 10 MODEL 816 REDUCING COUPLING Model 816 Reducing Coupling Size A Wrench Size Wt. Box �- - . in in in Lbs PCs 31 x/2 169 1- 0.37 150 1 x'/2 1.69 1% 0.37 140 1 x'/1 1.37 1-%2 0.48 120 ' 1'/4 x'/4 2.06 1'/2 0.59 80 A 1 1A x 1 2.06 0.66 60 11/2 x 1 2.31 0.84 50 1'/2 x 1%4 2.31 0.92 45 2 x 1 2.81 1.23 35 2 x 1'/4 2.81 1.28 30 2 x 1'/2 2.61 1.66 30 2%2 x 2 3.25 - 2.24 18 MODEL 817 CROSS B B Model 817 Cross Size A B Wt. BOx Q' in in in Lbs PCs 1l'1 112 1.12 0.48 90 3/4 1.31 1.31 0.77 60 A 1 1.50 1.50 0.95 45 1'/4 1. 1. 1. 25 1'/z 1.94 94 1.94 94 1.8787 20 2 2.25 2.25 2.86 10 Model 817 Reducing Cross Size A B Wt. Box Q' in in in Lbs PCs It 1%xt%xlx1 1.67 1.58 1.25 30 1'/2x1'/2x1x1 1.60 1.65 1.47 24 2 x 2 x 1 x 1 2.02 1.73 1.94 16 1-01-416 Rev.G 20120315 SHURJOINTO Threaded Fittings 1-01 MODEL 818 STRAIGHT COUPLING - Model 818 Straight } Size A Wrench Size Wt. Box Q't + in in in Lbs PCs 1 '/2 1.38 1%" 0.18 360 % 1.61 1'/e' 0.26 200 i 1 1.77 111/1e" 0.42 110 1'/< 2.00 2" 0.57 75 1%: 2.20 2%" 0.77 60 2 1 2.60 2'/ 1.17 1 30 2'/: 1 3.00 3%" 1 2.11 1 1871 MODEL 820 CAP Model : 0 Cap Size A Wt. Box Q' in in in Lbs q h 0.89 0.14 500 % 1.00 0,20 300 1 1.18 0.33 180 1'/< 1.32 0.46 110 1% 1.38 0.57 80 2 1.48 1 0.88 45 2%: 1.77 1 1.54 25 MODEL 825 EXTENSION PIECE Model 825 Extension Piece I SIze A Wt. Box 0' in in Lbs PCs I } '/z x 1%zL 1.50 0.18 300 %z x 2L 2.00 0.22 250 i' %x 1'/.L 1.50 0.22 250 j %x 2L 2.00 0.26 200 A MODEL 831 LONG STREET ELBOW 900 Model 831 Long Street Elbow • i' Size A B Wt. Box M in In in Lbs PCs 1 x'/2M 1.50 3.00 0.66 80 B - 1 x 1 M 1.50 3.00 0.81 60 1-01-516 Rev.G 20120315 Fittings 1-01 ITSHURJOINT" Threaded wow shurloinl corn MODEL 882 LONG STREET TEE Model 832 Long Street Tee r i Size A B I C I Wt Box M in in in in Lbs PCs I 1xyzxlM 1.bo 1.40 1W R91 50 1 x 1 x 1 M 1.50 1.50 3.00 1.03 1 45 A B MODEL 827 HEX BUSHING Modeli Size A Wt. Box q` —— -- in in Lbs PCs A — 1 x'/• 1,06 a20 280 1 x% 1.06 0.18 280 I_ _ 1%x l 1.18 0.29 150 1 y:x 1 1.26 0.53 100 1%X 11/ 1,26 0.37 1 100 20 1 1.34 0.75 80 2 x 1% 1.34 0.75 1 80 2 x 1% 1.34 0.64 1 80 MODEL 819 PLUG Model 819 Plug Size A Wt. F500 in m Lbs% 0.93 0.091.13 0.181 1.25 0.251 y< 1.36 0.421:! 1.45 0.59 2 1.60 0.95 45 General Notes: • Pressure ratings listed are CWP(cold water pressure)or maximum working pressure within the service temperature range of the gasket used in the coupling.This rating may occasionally differ from maximum working pressures listed and/or approved by UL,ULC,and/or FM as testing conditions and test pipes differ.For additional information contact Shurjoint.. • Maximum working pressures and end loads listed are total of internal and external pressures and loads based on Sch.10 steel pipe with roll grooves to ANSI/AWWA C606-07 specifications.For information on other pipe schedules contact Shurjoint.. • For one time field test only the maximum joint working pressure may be increased 1'%times the figures shown. • Warning:Piping systems must always be depressurized and drained before attempting disassembly and or removal of any components. • Shurjoint reserves the right to change specifications,designs and or standard equipment without notice and without incurring any obligations. Job Name: System No. Location: Contractor: Approved: Date: Engineer: Approved: Date: Shurjoint product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements,please contact Shurjoint Technical Service.Shurjoint reserves the right to change or modify product design,construction, specifications,or materials without prior notice and without incurring any obligations to make such changos and modifications on Shurjoint products previously subsequently sold. 1-01-6/6 Rev.G 20120315 o T c ° Cl a m L. O z v m 0 W2 � 0 v ~ ate >N L� v ao V 0 O d a �S tea.. ZQz w z a W Q08 V O o w� � = 3 E N ma Z;m N U. w z w v 3 a Q c')C\j 7 � ONo n H rn i H Lr' a a N m C�G rm CV � EO W IL ¢}= oLn Na z l W x A dUNC N o a @ F' W W Y n U vv v a d J Q iL ` H Z C� >- ti = � _0 H7 a a) z D _Z ooC m H Z V 3 N a DWd r) J D ' N d z W Z > ro o w Q FO- T F` CD o0 J N 3 i� p «., rn F� rn w C >-00 J O m vi W fl�(n� a ON�m �' ► a vp V C m a u u u O 0 w O al m 1,0 a Gi O z E w U O Y } _ m d � •• a a v � Zz r, z Received M o c AUG 0 5 2016 0 PLA V10 HYDRAULIC CALCULATIONS for Job Information Project Name:HYAK)�EtftLf�E T.I. Contractor Information Name of Contractor: Address: Ui City: Phone Number: 116—; E-mail: Name of Designer: C Authority Having Jurisdiction: DmoUgm Remote Area Name 1 Remote Area Location Northwest Corner Pendant Hoouo Occupancy Classification OH 1 Donvity(gpm/ftq 0.15 Area of Application(ft2) o^o Coverage per Sprinkler(ft2) 121 Number v,Calculated Sprinklers 10 In-Rack Demand(gpm) o Special Heads Hose Streams(gpm) uno Total Water Required(incl.Hose Streams)(gpm) **r.e Required Pressure at Source(pvi) se Type o,System Wet vv|umo'Entire System (gal) uco.ona| Water Supply Information Date MM/o0YYYY Location SITE Guumo VV1 Notes Adjusted for OR heads and 12'oei|ingo File:C:\dw0Vbums\hyakvonmnAHYAKT.|.V—BHYxK8UaM|TTALdwg Dmoo/3/2o1* Copyright @eoo2-eo1oTyco Fire Protection Products Page Cl) N m N a 00 fq N J J '0 Q za of J Q •r a` Cd •� Y o Q 'A L E } Y Z O C C) 00 a! tm•— ii ' � 3 d m a V N L T> d N o i 7 N � O E d > O" c•E a m L CL Q � CO) U ai u. H W Q H Z Q N r = ca i� � " o Job:HYAK VENTURE T.I Hydraulic Analysis for : 1 Calculation Info Calriulatinn Mnde Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ftz) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W 1 Flow(gpm) Pressure(psi) 0 85.4 2856 74.6 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) W 1 85.4 74.6 2856 85.3 447.9 69 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 250 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 250 Sprinklers Ovehead Sprinkler Flow(gpm) 197.9 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ------------------------------------------------------------------------------------ Total Sprinkler Flow(gpm) 197.9 Other Required Margin of Safety(%) 10 W1 -Pressure(psi) 69 W1 Flow(gpm) 197.9 Demand w/o System Pump(s) N/A File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 4 U) T o of° M M N N CO O 2 O � O Q LO N 3 v J coc C m N r � O Y a Y c _0 Cl) CL � _ y j � 0 0 3 ~ LL Y Q CD N _ m Cl) > N cq •� N L = o, ?+ 3 a a Q U Cl L 0 T O O O T Q Q l� VJ H jo ¢ Z w o 0 0 0 0 0 0 0 > M I- CD In ICT CM N Q N } M 00 isd `aanssaad o Job:HYAK VENTURE T.I. Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 85.4 S2 Supply point#2-Residual 2856 74.6 D1 Elevation Pressure 0 5.2 D2 ISystem Demand 197.9 69 D3 I System Demand+Add.Out.Hose 447.9 69 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow m Pressure (psi) @ Flow m (P ) (gpm) (P ) (gpm) Supply 85.3 223.7 16 447.9 Supply;Safety Pressure 76.8 210.5 7.5 447.9 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ftz) (gpm/psi1/2) (gpm/ftz) (gpm) (psi) (gpm/ftz) (gpm) (psi) 101 Overhead 121 5.6 0.15 18.2 10.5 0.15 18.2 10.5 Sprinkler 102 Overhead 121 5.6 0.15 18.2 10.5 0.151 18.3 10.7 Sprinkler 103 Overhead 121 5.6 0.15 18.2 10.5 0.156 18.8 11.3 Sprinkler 104 Overhead 110 5.6 0.15 16.5 8.7 0.18 19.7 12.4 Sprinkler 105 Overhead 121 5.6 0.15 18.2 10.5 0.164 19.9 12.6 Sprinkler 106 Overhead 121 5.6 0.15 18.2 10.5 0.166 20 12.8 Sprinkler 107 Overhead 121 5.6 0.15 18.2 10.5 0.17 20.6 13.6 Sprinkler 108 Overhead 110 5.6 0.15 16.5 8.7 0.186 20.5 13.3 Sprinkler 109 Overhead 110 5.6 0.15 16.5 8.7 0.187 20.6 13.6 Sprinkler 110 Overhead 110 5.6 0.15 16.5 8.7 0.193 21.2 14.4 Sprinkler File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 6 Job:HYAK VENTURE T.I. Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Hgroup K-Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm/psi1/2 ft ft psi ft2 ft 101 HEAD 5.6 12 -852.51 Overhead Sprinkler 0 121 479.36 102 HEAD 5.6 12 -852.51 Overhead Sprinkler 0 121 468.36 103 HEAD 5.6 12 -852.51 Overhead Sprinkler 0 121 457.36 105 HEAD 5.6 12 -841.47 Overhead Sprinkler 0 121 479.36 104 HEAD 5.6 12 -852.51 Overhead Sprinkler 0 110 448.48 106 HEAD 5.6 12 -841.47 Overhead Sprinkler 0 121 468.36 107 HEAD 5.6 12 -841.47 Overhead Sprinkler 0 121 457.36 108 HEAD 5.6 12 -831.97 Overhead Sprinkler 0 110 479.36 109 HEAD 5.6 12 -831.97 Overhead Sprinkler 0 110 468.36 110 HEAD 5.6 12 -831.97 Overhead Sprinkler 0 110 457.36 0972 NODE 13.25 -852.51 Node bigt 0 479.36 0970 NODE 13.25 -852.51 Node bigt 0 468.36 0967 NODE 13.25 -852.51 Node bigt 0 457.36 0001 NODE 13.25 -852.51 Node bigt 0 448.48 0020 NODE 13.25 -841.47 Node bigt 0 479.36 0018 NODE 13.25 -841.47 Node bigt 0 468.36 0035 NODE 13.25 -831.97 Node bigt 0 479.36 0033 NODE 13.25 -831.97 Node bigt 0 468.36 0015 NODE 13.25 -841.47 Node bigt 0 457.36 0030 NODE 1 13.25 -831.97 Node bigt 0 457.36 0006 NODE 13.25 -852.51 Node bigt 0 430.69 0008 NODE 13.25 -841.47 Node bigt 0 430.69 0023 NODE 13.25 -831.97 Node bigt 0 430.69 0055 NODE 14.42 -741 Node bigt 0 422.52 0203 NODE 14.42 -741 Node bigt 0 419.61 File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 7 Job:HYAK VENTURE T.I. Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Ilgroup K-Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm/psis/z ft ft psi ft2 ft 0204-0 NODE 7.99 -741 Node coupling 0 419.61 0204-I NODE 6.82 -741 Node coupling 0 419.61 0205-0 NODE 4.65 -741 Node coupling 0 419.61 0205-I NODE 3.69 -741 Node coupling 0 419.61 0208-0 NODE 2 -742.32 Node 10 421.44 0208-I NODE 2 -747.46 Node bigstd90 0 421.44 0212 NODE 0.5 -289.92 Node coupling 0 487.51 W1 SUPPLY 0 -249.92 Supply 0 1487.51 File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 8 i Job:HYAK VENTURE T.I Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Pipe Ref. Type Start End Size HWC Length Fittings Eq.Len. Total Len. Schedule ft ft ft 1126 Drop 0972 101 1 120 1.25 l(bigt-Br); 5 6.25 40 0996 Brline 0970 0972 1.25 120 11 l(bigt-Run); DF 0993 1 Brline 0967 0970 1.25 120 11 l(bigt-Run); DF 0990 Brline 0001 0967 1.25 120 8.88 l(bigt-Run); DF 0001 Brline 0006 0001 1.25 120 17.79 l(bigt-Run);l(bigt-Br); 10.11 27.9 DF 0008 Cmain 0008 0006 2 120 11.04 l(bigt-Run); DF 0024 Cmain 0023 0008 2 120 9.5 l(bigt-Run); DF 0067 Cmain 0055 0023 2 120 103.79 l(bigt-Br);9(bigt-Run);5(bigstd90); 47.74 151.53 DF 0221 Cmain 0203 0055 6 120 2.92 l(bigt-Br); 31.81 34.73 10 0222 Cmain 0204-0 0203 8 120 6.43 l(coupling); 10 1128 VALVE 0204-I 0204-0 8 0 1.17 1 AV-1 Check 0223 Cmain 0205-0 0204-I 8 120 2.17 1(coupling); 10 1127 VALVE 0205-I 0205-0 8 0 0.96 Gate A2360 0226 Cmain 0208-0 0205-I 8 120 2.26 l(bigstd90); 16.37 18.63 10 1129 BFP 0208-I 0208-0 8 0 5.14 WILKINS 350A 0230 Cmain 0212 0208-I 8 120 10.25 5) 1 oupling);1(bigstd90); (elbow.22 21.91 32.16 10 0234 Cmain W1 0212 10 140 48.5 3(bigstd90); 114.4 162.9 DI350 1125 Drop 0970 102 1 120 1.25 l(bigt-Br); 5 6.25 40 1124 Drop 0967 103 1 120 1.25 l(bigt-Br); 5 6.25 40 1005 Drop 0020 105 1 120 1.25 l(bigt-Br); 5 6.25 40 0021 Brline 0018 0020 1.25 120 11 l(bigt-Run); DF 0018 Brline 0015 0018 1.25 120 Ill l(bigt-Run); DF 0009 Brline 0006 0015 1.25 120 26.67 2(bigt-Run);l(bigt-Br); 10.11 36.77 DF 1004 Drop 0018 106 1 120 1.25 l(bigt-Br); 5 6.25 40 1003 Drop 0015 107 1 120 1.25 l(bigt-Br); 5 6.25 40 0999 Drop 0001 104 1 120 1.25 l(bigt-Br); 5 6.25 40 1010 Drop 0035 108 1 120 1.25 l(bigt-Br); 5 6.25 40 0038 Brline 0033 0035 1.25 120 11 l(bigt-Run); DF 0035 Brline 0030 0033 1.25 120 11 l(bigt-Run); DF 0026 Brline 0023 0030 1.25 120 26.67 2(bigt-Run);l(bigt-Br); 10.11 36.77 DF 1009 Drop 0033 109 1 120 1.25 l(bigt-Br); 5 6.25 40 1008 Drop 0030 110 1 120 1.25 l(bigt-Br); 5 6.25 40 File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:HYAK VENTURE T.I. Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Velocity ft/s 6.74 3.14 6.31 9.57 12.99 6.32 11.41 16.65 2 1.17 0 1.17 0 1.17 0 1.17 0.72 6.79 6.99 7.38 3.44 6.91 10.48 7.44 7.66 7.33 7.59 3.54 7.11 10.78 7.65 7.88 File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 10 Job name:HYAK VENTURE T.I. Sheet number: PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/Psi'/2) (gpm) (in) (ft) (ft) (Psi) (Psi) 101 12 5.6 18.2 1 lx(bigt-Br)=5 1.25 120 10.5 0972 13.25 18.2 1.049 5 0.1083 -0.5 6.25 0.7 0972 13.25 0 1.25 11 120 10.6 0970 13.25 18.2 1.536 0 0.0169 0 11 0.2 0970 13.25 18.3 1.25 11 120 10.8 0967 13.25 36.5 1.536 0 0.0615 0 11 0.7 0967 13.25 18.8 1.25 8.88 120 11.5 0001 13.25 55.3 1.536 0 0.1331 0 8.88 1.2 0001 13.25 19.7 1.25 lx(bigt-Br)=10.11 17.79 120 12.7 0006 13.25 75 1.536 10.11 0.2343 0 27.9 6.5 0006 13.25 0 2 11.04 120 19.2 0008 13.25 75 2.203 0 0.0405 0 11.04 0.4 0008 13.25 60.5 2 9.5 120 19.7 0023 13.25 135.6 2.203 0 0.121 0 9.5 1.1 0023 13.25 62.3 2 1x(bigt-Br)=13.64 103.79 120 20.8 0055 14.42 197.9 2.203 5x(bigstd90)=34.1 47.74 0.2437 -0.5 151.53 36.9 0055 14.42 0 6 lx(bigt-Br)=31.81 2.92 120 57.2 0203 14.42 197.9 6.357 31.81 0.0014 0 34.73 0.0 0203 14.42 0 8 6.43 120 57.3 0204-0 7.99 197.9 8.329 0 0.0004 2.8 6.43 0 0204-0 7.99 0 8 1.17 0 60.1 AV-1 Check 0204-I 6.82 197.9 0 0 0.0454 0.5 *** 1.17 0.1 0204-I 6.82 0 8 2.17 120 60.6 0205-0 4.65 197.9 8.329 0 0.0004 0.9 2.17 0 0205-0 4.65 0 8 0.96 0 61.6 Gate A2360 0205-I 3.69 197.9 0 0 0.1044 0.4 *** 0.96 0.1 0205-I 3.69 0 8 1x(bigstd90)=16.37 2.26 120 62.1 0208-0 2 197.9 8.329 16.37 0.0004 0.7 18.63 0 0208-0 2 0 8 5.14 0 62.8 WILKINS 0208-I 2 197.9 0 0 1.0335 0 350A 5.14 5.3 *** 0208-I 2 0 8 lx(bigstd90)=16.37 10.25 120 68.1 0212 0.5 197.9 8.329 lx(elbow.22.5)=5.54 21.91 0.0004 0.6 32.16 0.0 0212 0.5 0 10 3x(bigstd90)=114.4 48.5 140 68.8 W1 0 197.9 10.58 114.4 0.0001 0.2 162.9 0.0 102 12 5.6 18.3 1 lx(bigt-Br)=5 1.25 120 10.7 0970 13.25 18.3 1.049 5 0.11 -0.5 6.25 0.7 ©2006 National Fire Protection Association Page 11 Job name:HYAK VENTURE T.I. Sheet number: PIPE INFORMATION Node 1 Elev 1 K.-Factor 1 Flow added(q)* Nominal ID Fittings L r Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/z) Wpm) (in) (ft) (ft) (psi) (psi) 103 12 5.6 18.8 1 1x(bigt-Br)=5 1.25 120 11.3 0967 13.25 18.8 1.049 5 0.1161 -0.5 6.25 0.7 105 12 5.6 19.9 1 lx(bigt-Br)=5 1.25 120 12.6 0020 13.25 19.9 1.049 5 0.1282 -0.5 6.25 0.8 0020 13.25 0 1.25 11 120 12.9 0018 13.25 19.9 1.536 0 0.02 0 11 0.2 0018 13.25 20 1.25 11 120 13.1 0015 13.25 39.9 1.536 0 0.0728 0 11 0.8 0015 13.25 20.6 1.25 lx(bigt-Br)=10.11 26.67 120 13.9 0008 13.25 60.5 1.536 10.11 0.1574 0 36.77 5.8 106 12 5.6 20 1 lx(bigt-Br)=5 1.25 120 12.8 0018 13.25 20 1.049 5 0.1301 -0.5 6.25 0.8 107 12 5.6 20.6 1 lx(bigt-Br)=5 1.25 120 13.6 0015 13.25 20.6 1.049 5 0.1372 -0.5 6.25 0.9 104 12 5.6 19.7 1 lx(bigt-Br)=5 1.25 120 12.4 0001 13.25 19.7 1.049 5 0.1266 -0.5 6.25 0.8 108 12 5.6 20.5 1 lx(bigt-Br)=5 1.25 120 13.3 0035 13.25 20.5 1.049 5 0.1351 -0.5 6.25 0.8 0035 13.25 0 1.25 11 120 13.6 0033 13.25 20.5 1.536 0 0.0211 0 11 0.2 0033 13.25 20.6 1.25 11 120 13.9 0030 13.25 41.1 1.536 0 0.0767 0 11 0.8 0030 13.25 21.2 1.25 lx(bigt-Br)=10.11 26.67 120 14.7 0023 13.25 62.3 1.536 10.11 0.1659 0 36.77 6.1 109 12 5.6 20.6 1 lx(bigt-Br)=5 1.25 120 13.6 0033 13.25 20.6 1.049 5 0.1372 -0.5 6.25 0.9 110 12 5.6 21.2 1 lx(bigt-Br)=5 1.25 120 14.4 0030 13.25 21.2 1.049 5 0.1446 -0.5 6.25 0.9 * Discharge shown for flowing nodes only 0 2006 National Fire Protection Association Page 12 Job:HYAK VENTURE T.I Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 101 12 5.6 18.2 1 lx(bigt-Br)=5 1.25 120 10.5 0972 13.25 18.2 1.049 5 0.1083 -0.5 6.25 0.7 0972 13.25 0 1.25 11 120 10.6 0970 13.25 18.2 1.536 0 0.0169 0 11 0.2 0970 13.25 18.3 1.25 11 120 10.8 0967 13.25 36.5 1.536 0 0.0615 0 11 0.7 0967 13.25 18.8 1.25 8.88 120 11.5 0001 13.25 55.3 1.536 0 0.1331 0 8.88 1.2 0001 13.25 19.7 1.25 lx(bigt-Br)=10.11 17.79 120 12.7 0006 13.25 75 1.536 10.11 0.2343 0 27.9 6.5 0006 13.25 0 2 11.04 120 19.2 0008 13.25 75 2.203 0 0.0405 0 11.04 0.4 0008 13.25 60.5 2 9.5 120 19.7 0023 13.25 135.6 2.203 0 0.121 0 9.5 1.1 0023 13.25 62.3 2 lx(bigt-Br)=13.64 103.79 120 20.8 0055 14.42 197.9 2.203 5x(bigstd90)=34.1 47.74 0.2437 -0.5 151.53 36.9 0055 14.42 0 6lx(bigt-Br)=31.81 2.92 120 57.2 0203 14.42 197.9 6.357 31.81 0.0014 0 34.73 0.0 0203 14.42 0 8 6.43 120 57.3 0204-0 7.99 197.9 8.329 0 0.0004 2.8 6.43 0 0204-0 7.99 0 8 1.17 0 60.1 AV-1 Check 0204-I 6.82 197.9 0 0 0.0454 0.5 *** 1.17 0.1 0204-I 6.82 0 8 2.17 120 60.6 0205-0 4.65 197.9 8.329 0 0.0004 0.9 2.17 0 0205-0 4.65 0 8 0.96 0 61.6 Gate A2360 0205-I 3.69 197.9 0 0 0.1044 0.4 *** 0.96 0.1 0205-I 3.69 0 8 1x(bigstd90)=16.37 2.26 120 62.1 0208-0 2 197.9 8.329 16.37 0.0004 0.7 18.63 0 0208-0 2 0 8 5.14 0 62.8 WILKINS 0208-I 2 197.9 0 0 1.0335 0 350A 5.14 5.3 *** 0208-I 2 0 81x(bigstd90)=16.37 10.25 120 68.1 0212 0.5 197.9 8.329 lx(elbow.22.5)=5.54 21.91 0.0004 0.6 32.16 0.0 File:C:\dwg\burns\hyak venture\HYAK T.l.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 13 Job:HYAK VENTURE T.I. Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0212 0.5 01 10 3x(bigstd90)=114.4 48.5 140 68.8 W1 0 197.9 10.58 114.4 0.0001 0.2 162.9 0.0 W 1 69 Path No: 2 102 12 5.6 18.3 1 lx(bigt-Br)=5 1.25 120 10.7 0970 13.25 18.3 1.049 5 0.11 -0.5 6.25 0.7 0970 10.8 Path No: 3 103 12 5.6 18.8 1 lx(bigt-Br)=5 1.25 120 11.3 0967 13.25 18.8 1.049 5 0.1161 -0.5 6.25 0.7 0967 11.5 Path No: 4 105 12 5.6 19.9 1 lx(bigt-Br)=5 1.25 120 12.6 0020 13.25 19.9 1.049 5 0.1282 -0.5 6.25 0.8 0020 13.25 0 1.25 11 120 12.9 0018 13.25 19.9 1.536 0 0.02 0 11 0.2 0018 13.25 20 1.25 11 120 13.1 0015 13.25 39.9 1.536 0 0.0728 0 11 0.8 0015 13.25 20.6 1.25 lx(bigt-Br)=10.11 26.67 120 13.9 0008 13.25 60.5 1.536 10.11 0.1574 0 36.77 5.8 0008 19.7 Path No: 5 106 12 5.6 20 1 lx(bigt-Br)=5 1.25 120 12.8 0018 13.25 20 1.049 5 0.1301 -0.5 6.25 0.8 0018 13.1 Path No: 6 107 12 5.6 20.6 1 1x(bigt-Br)=5 1.25 120 13.6 0015 13.25 20.6 1.049 5 0.1372 -0.5 6.25 0.9 0015 13.9 File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 14 Job :HYAK VENTURE T.I Hydraulic Calculations PIPE INFORMATION Path No: 7 104 12 5.6 19.7 1 lx(bigt-Br)=5 1.25 120 12.4 0001 13.25 19.7 1.049 5 0.1266 -0.5 6.25 0.8 0001 12.7 Path No: 8 108 12 5.6 20.5 1 lx(bigt-Br)=5 1.25 120 13.3 0035 13.25 20.5 1.049 5 0.1351 -0.5 6.25 0.8 0035 13.25 0 1.25 11 120 13.6 0033 13.25 20.5 1.536 0 0.0211 0 11 1 0.2 0033 13.25 20.6 1.25 11 120 13.9 0030 13.25 41.1 1.536 0 0.0767 0 11 0.8 0030 13.25 21.2 1.25 lx(bigt-Br)=10.11 26.67 120 14.7 0023 13.25 62.3 1.536 10.11 0.1659 0 36.77 1 6.1 0023 20.8 Path No: 9 109 12 5.6 20.6 1 lx(bigt-Br)=5 1.25 120 13.6 0033 13.25 20.6 1.049 5 0.1372 -0.5 6.25 0.9 0033 13.9 Path No: 10 110 12 5.6 21.2 1 lx(bigt-Br)=5 1.25 120 14.4 0030 13.25 21.2 1.049 5 0.1446 -0.5 6.25 0.9 0030 14.7 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 16.65 ft/s occurs in the following pipe(s): (0055-0023) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 15 Job:HYAK VENTURE T.I. Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.:W1; Supply Name:W1 OS 90 95 80 75 70 65 N fl. 60 55 N ail N i d5 a 40 35 30 25 20 15 IU 5 0 o 0 0 0 0 0 0 .�+ N N N Flow,gpm Pressure Loss Function Design Area: 1; BFP Ref.: 1129 (WILKINS 350A, Size = 8); Inlet Node: 0208-I; Outlet Node: 0208-0 6.81 5.81 5.3 1)si @ 197.9 gpm y G. 4.81 W 7 Nl N 3.81 i IL 2.81 1.81 0.81 e o 0 0 0 0 Flow,gpm File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 16 Job:HYAK VENTURE T.I Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 1127 (Gate A2360, Size = 8); Inlet Node: 0205-I; Outlet Node: 0205-0 y 0 831 Q d 7 N VJ G1 i a 0 331 0.1 psi @ 197.9 gpm Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 1128 (AV-1 Check, Size = 8); Inlet Node: 0204-I; Outlet Node: 0204-0 2.085 .y C. 1.585 N i 7 U! N d d 1.085 0.585 0.1 psi @ 197.9 gpm 4 0.085 0 0 0 0 0 0 o n o 0 0 N M M v Flow,gpm File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 17 o � f- d C N N �0 a V1 d L. 7 f0 in Lq N0 O m o EE4 a ` 2 0 �o V) � W m� o ao c� n LU 0 # w LL z Cl > 0 °� 9 lam... Qs LJL. N u N E. .2 a ~ H A w z w 3 .. N C_ M J O ina CC) H L L H a 2 m N r C/) ZO ate+ ry r,. Y o H C VI o } a 5Q .2 Z a o 2 0 C` O J ° G J Cc Q ul O N �L Xq ro H d _ Z d U `7v ��L. tsy WN } LOL Z w o CTt Q a 6 .J `7 « _ N Z CZ C Cao N >. N J N o d N L O Q E n l7 Dy U N = 1 d yy� 2Q W U ~ 4 �_ o O �6 O a+ o W It: }CCoCl JJ N y V o V W •o� U ��� LL Q G IL 0Nmm 01 Q N U C m a V V 2 J Lu Gl O w A" E ui V p Y } _ � 6D1 aD •• Q a ar z Received °) M Z Z r G Z Co w a o o N AUG 0 5 2016 0 Ivj��J III HYDRAULIC CALCULATIONS for Job Information Project Name:HYAK VENTURE T.I. IM M Contract No. : r City: ARLINGTON, WA 98223 ii c1 ,. Project Location: 17727 59'rH AVE NE M ' e", +. Date:8/3/2016 Contractor Information Name of Contractor: Address: p :, City: Phone Number: d t E-mail: Name of Designer: Authority Having Jurisdiction: Design Remote Area Name 2 Remote Area Location Northwest Corner Concealed Heads Occupancy Classification LH Density(gpm/ft2) 0.103 Area of Application(ft2) 1000 Coverage per Sprinkler(W) 117 Number of Calculated Sprinklers 10 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 227.2 Required Pressure at Source(psi) 40.1 Type of System Wet Volume-Entire System (gal) 324.3 gal Water Supply Information Date MM/DD/YYYY Location SITE Source W 1 Notes Adjusted for QR heads and 12'ceilings File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 2 M N 9 (0 1 n. 1 00 6 fn J J N N 0 _Q Z d O) 3 'O J •� Q v � U N m o • U a !� •� Y o C C� c LA U- •W � Y •� } a L •> N N o T 1 7 CV E N N cc _N rnE a ' U b U ui iL H w Z W > (O Y o Q N N � -•r 0 Job:HYAK VENTURE T.I, Hydraulic Analysis for : 2 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ftz) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 85.4 2856 74.6 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) w1 85.4 74.6 2856 85.4 227.2 40.1 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) ------------------------------------------------------------------------------------ Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 127.2 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 127.2 Other Required Margin of Safety(%) 10 W1 -Pressure(psi) 40.1 W1 -Flow(gpm) 127.2 Demand w/o System Pump(s) N/A File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright @ 2002-2012 Tyco Fire Protection Products Page 4 LO r O N ro co [t U N CU O 2 a% 7 O O Q LO N 3 J � H C F-- fz C y C m �j N o Y a E = o CL U) 5 00 a O Y LL (� O N 0 Q 0 C } >. a LL N V N N Y N L d cu TT L O i y i a U) U m A 3 a a L T 0 0 0 T T Q Q. r� VJ w 1= M r Iccli, T ^ O Z - w O O O O O O > 00 f� CD u� �t CV) N �D Y o � M isd `ainssaad 0 Job:HYAK VENTURE T.I. Hydraulic Analysis for : 2 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 85.4 S2 Supply point#2-Residual 2856 74.6 D1 Elevation Pressure 0 5.7 D2 1systern Demand 127.2 40.1 D3 ISystern Demand+Add.Cut.Hose 227.2 40.1 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure si Flow m Pressure (psi) @ Flow m (P ) (gpm) (P ) (gpm) Supply 85.3 200.2 45.2 227.2 Supply;Safety Pressure 76.8 188.3 36.6 227.2 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ftz) (gpm/psi/2) (gpm/ftz) (gpm) (psi) (gpm/ftz) (gpm) (psi) 201 Overhead 117 4.2 0.1 11.7 8.2 0.103 12 8.2 Sprinkler 202 Overhead 117 4.2 0.1 11.7 8.2 0.103 12.1 8.2 Sprinkler 203 Overhead 117 4.2 0.1 11.7 8.2 0.105 12.3 8.5 Sprinkler 204 Overhead 117 4.2 0.1 11.7 8.2 0.108 12.7 9.1 Sprinkler 205 Overhead 117 4.2 0.1 11.7 8.2 0.109 12.8 9.3 Sprinkler 206 Overhead 117 4.2 0.1 11.7 8.2 0.11 12.8 9.3 Sprinkler 207 Overhead 117 4.2 0.1 11.7 8.2 0.112 13.1 9.7 Sprinkler 208 Overhead 117 4.2 0.1 11.7 8.2 0.112 13 9.7 Sprinkler 209 Overhead 107 4.2 0.1 10.7 8.2 0.123 13.1 9.7 Sprinkler 210 Overhead 100 4.2 0.1 10 8.2 0.134 13.4 10.1 Sprinkler File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 6 Job:HYAK VENTURE T.I Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Hgroup K-Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm/psiV2 ft ft psi ft2 ft 201 HEAD 4.2 13.25 -852.51 Overhead Sprinkler 0 117 477.85 202 HEAD 4.2 13.25 -852.51 Overhead Sprinkler 0 117 467.17 203 HEAD 4.2 13.25 -852.51 Overhead Sprinkler 0 117 456.47 204 HEAD 4.2 13.25 -852.51 Overhead Sprinkler 0 117 447.25 205 HEAD 4.2 13.25 -841.47 Overhead Sprinkler 10 117 477.85 206 HEAD 4.2 13.25 -841.47 Overhead Sprinkler 0 117 467.17 208 HEAD 4.2 13.25 -831.97 Overhead Sprinkler 0 117 477.85 207 HEAD 4.2 13.25 -841.47 Overhead Sprinkler 0 117 456.47 209 HEAD 4.2 13.25 -831.97 Overhead Sprinkler 0 107 467.17 210 HEAD 4.2 13.25 -831.97 Overhead Sprinkler 0 100 456.47 0006 NODE 13.25 -852.51 Node bigt 0 430.69 0008 NODE 13.25 -841.47 Node bigt 0 430.69 0023 NODE 13.25 -831.97 Node bigt 0 430.69 0055 NODE 14.42 -741 Node bigt 0 422.52 0203 NODE 14.42 -741 Node bigt 0 419.61 0204-0 NODE 7.99 -741 Node coupling 0 419.61 0204-I NODE 6.82 -741 Node coupling 0 419.61 0205-0 NODE 4.65 -741 Node coupling 0 419.61 0205-I NODE 3.69 -741 Node coupling 0 419.61 0208-0 NODE 2 -742.32 Node 10 421.44 0208-I NODE 2 -747.46 Node bigstd90 0 421.44 0212 NODE -289.92 Node coupling 0 0'S 487.51 w1 SUPPLY 0 -249.92 Supply 10 1487.51 File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 7 Job:HYAK VENTURE T.I. Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Pipe Ref. Type Start End Size HWC Length Fittings Eq.Len. Total Len. Schedule ft ft ft 0994 Brline 202 201 1.25 120 10.69 1(bigt-Run); DF 0992 Brline 203 202 1.25 120 10.7 1(bigt-Run); DF 0989 Brline 204 203 1.25 120 9.22 1(bigt-Run); DF 0001 1 Brline 0006 1204 1.25 120 16.56 1(bigt-Run);1(bigt-Br); 10.11 26.67 DF 0007 Cmain 0008 0006 2 120 11.04 1(bigt-Run); DF 0023 Cmain 0023 0008 2 120 9.5 1(bigt-Run); DF 0066 Cmain 0055 0023 2 120 103.79 1(bigt-Br);9(bigt-Run);5(bigstd90); 47.74 151.53 DF 0220 Cmain 0203 0055 6 120 2.92 1(bigt-Br); 31.81 34.73 10 0221 Cmain 0204-0 0203 8 120 6.43 1(coupling); 10 1128 VALVE 0204-I 0204-0 8 0 1.17 AV-1 Check 0222 Cmain 0205-0 0204-I 8 120 2.17 1(coupling); 10 1127 VALVE 0205-I 0205-0 8 0 0.96 Gate A2360 0225 Cmain 0208-0 0205-I 8 120 2.26 l(bigstd90); 16.37 18.63 10 1129 BFP 0208-I 0208-0 8 0 5.14 WILKINS 350A 0229 Cmain 0212 0208-I 8 120 10.25 (coupling);1(bigstd90);1(elbow.22 21.91 32.16 10 0233 Cmain W1 0212 10 140 48.5 3(bigstd90); 114.4 162.9 DI350 0018 Brline 206 205 1.25 120 10.69 1(bigt-Run); DF 0016 Brline 207 206 1.25 120 10.7 1(bigt-Run); DF 0008 Brline 0008 207 1.25 120 25.78 2(bigt-Run);1(bigt-Br); 10.11 35.89 DF 0035 Brline 209 208 1.25 120 10.69 1(bigt-Run); DF 0033 Brline 210 209 1.25 120 10.7 1(bigt-Run); DF 0025 Brline 0023 210 1.25 120 25.78 2(bigt-Run);1(bigt-Br); 10.11 135.89 DF File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 8 Job:HYAK VENTURE T.I. Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Velocity ft/s 2.08 4.17 6.29 8.49 4.13 7.38 10.71 1.29 0.75 0 0.75 0 0.75 0 0.75 0.46 2.21 4.44 6.7 2.26 4.53 6.84 File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job name:HYAK VENTURE T.I. Sheet number: PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/z) (gpm) (in) (ft) (ft) (psi) (psi) 201 13.25 4.2 12 1.25 10.69 120 8.2 202 13.25 4.2 12 1.536 0 0.0079 0 10.69 0.1 202 13.25 4.2 12.1 1.25 10.7 120 8.2 203 13.25 4.2 24.1 1.536 0 0.0285 0 10.7 0.3 203 13.25 4.2 12.3 1.25 9.22 120 8.5 204 13.25 4.2 36.3 1.536 0 0.0612 0 9.22 0.6 204 13.25 4.2 12.7 1.25 lx(bigt-Br)=10.11 16.56 120 9.1 0006 13.25 49 1.536 10.11 0.1065 0 26.67 2.8 0006 13.25 0 2 11.04 120 12 0008 13.25 49 2.203 0 0.0184 0 11.04 0.2 0008 13.25 38.7 2 9.5 120 12.2 0023 13.25 87.7 2.203 0 0.054 0 9.5 0.5 0023 13.25 39.5 2 lx(bigt-Br)=13.64 103.79 120 12.7 0055 14.42 127.2 2.203 5x(bigstd90)=34.1 47.74 0.1076 -0.5 151.53 16.3 0055 14.42 0 6 lx(bigt-Br)=31.81 2.92 120 28.5 0203 14.42 127.2 6.357 31.81 0.0006 0 34.73 0.0 0203 14.42 0 8 6.43 120 28.5 0204-0 7.99 127.2 8.329 0 0.0002 2.8 6.43 0 0204-0 7.99 0 8 1.17 0 31.3 AV-1 Check 0204-I 6.82 127.2 0 0 0.0291 0.5 *** 1.17 0.0 0204-I 6.82 0 8 2.17 120 31.8 0205-0 4.65 127.2 8.329 0 0.0002 0.9 2.17 0 0205-0 4.65 0 8 0.96 0 32.7 Gate A2360 0205-I 3.69 127.2 0 0 0.1044 0.4 *** 0.96 0.1 0205-I 3.69 0 8 1x(bigstd90)=16.37 2.26 120 33.3 0208-0 2 127.2 8.329 16.37 0.0002 0.7 18.63 0 0208-0 2 0 8 5.14 0 34 WILKINS 0208-I 2 127.2 0 0 1.023 0 350A 5.14 5.3 *** 0208-I 2 0 81x(bigstd90)=16.37 10.25 120 39.3 0212 0.5 127.2 8.329 lx(elbow.22.5)=5.54 21.91 0.0002 0.6 32.16 0 0212 0.5 0 10 3x(bigstd90)=114.4 48.5 140 39.9 W 1 0 127.2 10.58 114.4 0.0000 0.2 162.9 0 205 13.25 4.2 12.8 1.25 10.69 120 9.3 206 13.25 4.2 12.8 1.536 0 0.0088 0 10.69 1 0.1 206 13.25 4.2 12.8 1.25 10.7 120 9.3 207 13.25 4.2 25.6 1.536 0 0.032 0 10.7 0.3 0 2006 National Fire Protection Association Page 10 Job name:HYAK VENTURE T.I Sheet number: PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (9Pm/Psis/2) (9Pm) (in) (Ft) (ft) (Psi) (Psi) 207 13.25 4.2 13.1 1.25 lx(bigt-Br)=10.11 25.78 120 9.7 0008 13.25 38.7 1.536 10.11 0.0687 0 35.89 2.5 208 13.25 4.2 13 1.25 10.69 120 9.7 209 13.25 4.2 13 1.536 0 0.0092 0 10.69 0.1 209 13.25 4.2 13.1 1.25 10.7 120 9.7 210 13.25 4.2 26.2 1.536 0 0.0333 0 10.7 0.4 210 13.25 4.2 13.4 1.25 lx(bigt-Br)=10.11 25.78 120 10.1 0023 13.25 39.5 1.536 10.11 0.0714 0 35.891 1 2.6 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 11 Job:HYAK VENTURE T.I. Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 201 13.25 4.2 12 1.25 10.69 120 8.2 202 13.25 4.2 12 1.536 0 0.0079 0 10.69 0.1 202 13.25 4.2 12.1 1.25 10.7 120 8.2 203 13.25 4.2 24.1 1.536 0 0.0285 0 10.7 1 0.3 203 13.25 4.2 12.3 1.25 9.22 120 8.5 204 13.25 4.2 36.3 1.536 0 0.0612 0 9.22 0.6 204 13.25 4.2 12.7 1.25 1x(bigt-Br)=10.11 16.56 120 9.1 0006 13.25 49 1.536 10.11 0.1065 0 26.67 2.8 0006 13.25 0 2 11.04 120 12 0008 13.25 49 2.203 0 0.0184 0 11.04 0.2 0008 13.25 38.7 2 9.5 120 12.2 0023 13.25 87.7 2.203 0 0.054 0 9.5 0.5 0023 13.25 39.5 2 1x(bigt-Br)=13.64 103.79 120 12.7 0055 14.42 127.2 2.203 5x(bigstd90)=34.1 47.74 0.1076 -0.5 151.53 16.3 0055 14.42 0 61x(bigt-Br)=31.81 2.92 120 28.5 0203 14.42 127.2 6.357 31.81 0.0006 0 34.73 0.0 0203 14.42 0 8 6.43 120 28.5 0204-0 7.99 127.2 8.329 0 0.0002 2.8 6.43 0 0204-0 7.99 0 8 1.17 0 31.3 AV-1 Check 0204-I 6.82 127.2 0 0 0.0291 0.5 *** 1.17 0.0 0204-I 6.82 0 8 2.17 120 31.8 0205-0 4.65 127.2 8.329 0 0.0002 0.9 2,17 0 0205-0 4.65 0 8 0.96 0 32.7 Gate A2360 0205-I 3.69 127.2 0 0 0.1044 0.4 *** 0.96 0.1 0205-I 3.69 0 8 1x(bigstd90)=16.37 2.26 120 33.3 0208-0 2 127.2 8.329 16.37 0.0002 0.7 18.63 1 0 0208-0 2 0 8 5.14 0 34 WILKINS 0208-I 2 127.2 0 0 1.023 0 350A 5.14 5.3 *** 0208-I 2 0 8 1x(bigstd90)=16.37 10.25 120 39.3 0212 0.5 127.2 8.3291x(elbow.22.5)=5.54 21.91 0.0002 0.6 32.16 0 0212 0.5 0 10 3x(bigstd90)=114.4 48.5 140 39.9 W1 0 127.2 10.58 114.4 0.0000 0.2 162.9 0 yy 1 40.1 File:C:\dwg\burns\hyak venture\HYAK T.l.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 12 Job:HYAK VENTURE T.I Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 205 13.25 4.2 12.8 1.25 10.69 120 9.3 206 13.25 4.2 12.8 1.536 0 0.0088 0 10.69 0.1 206 13.25 4.2 12.8 1.25 10.7 120 9.3 207 13.25 4.2 25.6 1.536 0 0.032 0 10.7 0.3 207 13.25 4.2 13.1 1.25 lx(bigt-Br)=10.11 25.78 120 9.7 0008 13.25 38.7 1.536 10.11 0.0687 0 35.89 2.5 0008 12,2 Path No: 3 208 13.25 4.2 13 1.25 10.69 120 9.7 209 13.25 4.2 13 1.536 0 0.0092 0 10.69 0.1 209 13.25 4.2 13.1 1.25 10.7 120 9.7 210 13.25 4.2 26.2 1.536 0 0.0333 0 10.71 1 0.4 210 13.25 4.2 13.4 1.25 1x(bigt-Br)=10.11 25.78 120 10.1 0023 13.25 39.5 1.536 10.11 0.0714 0 35.89 2.6 0023 12.7 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 10.71 ft/s occurs in the following pipe(s): (0055-0023) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 13 Job:HYAK VENTURE T.I. Device Graphs Pressure vs. Flow Function Design Area:2; Supply Ref.:W1; Supply Name:W1 95 90 85 80 75 70 y 65 C. 60 55 7 CO) 50 .15 IL 40 ,5 20 15 10 5 0 0 0 0 0 0 0 0 o v�i V O o0 O .V1.i O N N Flow,gpm Pressure Loss Function Design Area: 2; BFP Ref.: 1129 (WILKINS 350A, Size = 8); Inlet Node: 0208-I; Outlet Node: 0208-0 6.81 5.81 5.3 psi @ 127.2 gpm H Q. 4.81 W 7 M d 3.81 L a 2.81 1.81 081 0 0 0 0 0 Flow,gpm File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 14 Job:HYAK VENTURE T.I. Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 1127 (Gate A2360, Size = 8); Inlet Node: 0205-I; Outlet Node: 0205-0 y 0 831 L N i 7 fA W d i a 0331 0.1 psi @ 127.2 gpm 0 0 0 0 0 0 n n o 0 N 7 � M h p Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 1128 (AV-1 Check, Size = 8); Inlet Node: 0204-I; Outlet Node: 0204-0 2-085 .y C. 1M5 m rA lA d L d t 085 0585 0.0 psi @ 127.2 gpm 0 085 O O O o O O a m o C, o Flow,gpm File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 15 i' I I I O � aD m L i m Co m s. O z 0[� � o C"4 _ �, N � wQ �� N U>l g� o 0 CO i t� O N s L J = w z a. z C.> 0 y o _._. LL. 2 O n N LL �.. W Z W y 3 > Q N:z N C_ M 00 F- ao IA n � G1 a a` Co T O n Y p F- C_ U) }_ o CQ _ d G Z � a o FO U Q - O T x N E' d (Cl) .O (� Y m CL z U L. v� v N o O .7 a .5 ^ Z U y Q� w a Q a QD a W W W a) N d J > J a`7 i�Q � � y O Z 00 C > N 3 a o � d Mto r V � o � CL x � o 3 ,0 O (4,1 U m NLn Fi W UVrn Y u °� H F �opJN iL �a as U d }�OJJ 7 W � vicn LL O N V m m W c Nj 10 O. 7 V V O 2 O N � W O G1 cc: E O a D O F- V o Z M V E W U 0 Y } _ � N a� •• Qzi7 a_ d Nz Z � co W ro o AUG 0 5 2016 ��� III(e HYDRAULIC CALCULATIONS for Job Information V tM- �7 Project Name:HYAK VEN,TUJIE T.I. Tr ✓U 4.'A Contract No. : y tl City: ARLINGTON, WA 98223 Project Location: 1772__,,9TI'WE NE Lti > Date:8/3/2016 Contractor Information Name of Contractor: Address: City: Phone Number: "` E-mail: Name of Designer: Authority Having Jurisdiction: Design Remote Area Name 3 Remote Area Location SOUTH END OF NEW CONSTRUCTION Occupancy Classification OH 1 Density(gpm/ft2) 0.15 Area of Application(W) 945 Coverage per Sprinkler(ftz) 105.38 Number of Calculated Sprinklers 10 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 250 Total Water Required(incl.Hose Streams)(gpm) 417.9 Required Pressure at Source(psi) 57.8 Type of System Wet Volume-Entire System (gal) 2046 gal Water Supply Information Date MM/DD/YYYY Location SITE Source W 1 Notes Adjusted for QR heads and 12'ceilings File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 2 t M N m IC a 00 J J N N �a rn 3 v J Q yy M T m i E } a cv ° C V OR m Im� LL O T N cm � •i � O Ecm N � . o Cf E L_ � pa f+ N G Q C Q O 7 v U ai ii w cc H ' Z W > Q N } m 2 � QQ Job:HYAK VENTURE T.I Hydraulic Analysis for : 3 Calculation Info alrGlatinn [vinrla Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ftz) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 85.4 2856 74.6 Supply Analysis Residual Available Static Pressure Flow Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) W1 85.4 74.6 2856 85.3 417.9 57.8 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 250 Other(custom defined) Hose Flow(gpm) ------------------------------------------------------------------------------------ Total Hose Flow(gpm) 250 Sprinklers Ovehead Sprinkler Flow(gpm) 167.9 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 167.9 Other Required Margin of Safety(%) 10 W1 -Pressure(psi) 57.8 W1 -Flow(gpm) 167.9 Demand w/o System Pump(s) N/A File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 4 l O U�M N N Cl) O 2 O I O O Q O N as I J C E m M U o `1 L I I o °: E 16 O cn � M N co a •� p 2 [� O O H Q O C N F- L- LL N N � O N N •� > N L L CL T Q CD L � 2 c a CO :9 U >+ 3 o. o d U O LO LZ I O O ` I T CL f^L VJ W * 01 C N O z > 0LU 00 CD LLO CCD C) M N O fO Q N >- CM isd `aanssaad 0 Job:HYAK VENTURE T.I. Hydraulic Analysis for : 3 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 85.4 S2 Supply point#2-Residual 2856 74.6 D1 Elevation Prossurc 0 5.2 D2 ISystern Demand 167.9 57.8 D3 I System Demand+Add.Cut.Hose 417.9 57.8 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @Flow (gpm) Supply 85.3 210.8 27.3 417.9 Supply;Safety Pressure 76.8 198.3 18.8 417.9 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ftz) (gpm/psis/2) (gpm/ftz) (gpm) (psi) (gpm/ft2) (gpm) (psi) 301 Overhead 105.38 5.6 0.15 15.8 8 0.162 17.1 9.3 Sprinkler 302 Overhead 105.38 5.6 0.15 15.8 8 0.175 18.5 10.9 Sprinkler 303 Overhead 105.38 5.6 0.15 15.8 8 0.15 15.8 8 Sprinkler 304 Overhead 105.38 5.6 0.15 15.8 8 0.151 15.9 8.1 Sprinkler 305 Overhead 105.38 5.6 0.15 15.8 8 0.155 16.3 8.5 Sprinkler 306 Overhead 105.38 5.6 0.15 15.8 8 0.163 17.2 9.4 Sprinkler 307 Overhead 105.38 5.6 0.15 15.8 8 0.176 18.5 10.9 Sprinkler 308 Overhead 105.38 5.6 0.15 15.8 8 0.152 16 8.2 Sprinkler 309 Overhead 105.38 5.6 0.15 15.8 8 0.153 16.1 8.3 Sprinkler 310 Overhead 105.38 5.6 0.15 15.8 8 0.157 16.5 8.7 Sprinkler File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 6 Job:HYAK VENTURE T.I. Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Hgroup K-Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm/psiV2 ft ft psi ft2 ft 303 HEAD 5.6 12 -825.78 Overhead Sprinkler 0 105.38 327.06 304 HEAD 5.6 12 -825.78 Overhead Sprinkler 10 105.38 336.06 308 HEAD 5.6 12 -812.78 Overhead Sprinkler 0 105.38 327.06 309 HEAD 5.6 12 -812.78 Overhead Sprinkler 0 105.38 336.06 305 HEAD 5.6 12 -825.78 Overhead Sprinkler 0 105.38 345.06 310 HEAD 5.6 12 -812.78 Overhead Sprinkler 10 105.38 345.06 301 HEAD 5.6 12 -826.63 Overhead Sprinkler 0 105.38 351.65 306 HEAD 5.6 12 -813.72 Overhead Sprinkler 0 105.38 351.65 302 HEAD 5.6 12 -826.63 Overhead Sprinkler 0 105.38 360.65 307 HEAD 5.6 12 -813.72 Overhead Sprinkler 0 105.38 360.65 0004 NODE 13.25 -826.63 Node bigt 0 327.06 0007 NODE 13.25 -826.63 Node bigt 0 336.06 1068 NODE 13.25 -813.88 Node bigt 0 327.06 1067 NODE 13.25 -813.88 Node bigt 0 336.06 0011 NODE 13.25 -826.63 Node bigt 0 345.06 1064 NODE 13.25 -813.88 Node bigt 0 345.06 0013 NODE 13.25 -826.63 Node bigt 0 351.65 1062 NODE 13.25 -813.88 Node bigt 0 351.65 0022 NODE 13.25 -826.63 Node bigt 0 360.65 1059 NODE 13.25 -813.88 Node bigt 0 360.65 0043 NODE 12 -826.63 Node bigt 0 414.19 0045 NODE -813.88 Node bigt 0 12 414.19 0073 NODE 16.07 -764.21 Node bigt 0 414.19 0157 NODE 16.03 -838.38 Node bigt 0 398.25 0191 NODE 15.25 -741 Node bigstc190 0 399.54 File:C:\dwg\burns\hyak venture\HYAK T.I.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 7 Job:HYAK VENTURE T.I. Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Hgroup K-Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm/psi1/2 ft ft psi ft2 ft 0204-0 NODE 7.99 -741 Node coupling 0 419.61 0204-I NODE 6.82 -741 Node coupling 0 419.61 0205-0 NODE 4.65 -741 Node coupling 0 419.61 0205-I NODE 3.69 -741 Node coupling 0 419.61 0208-0 -742.3? Node NUUt 0 1 421.44 0208-I NODE 2 -747.46 Node bigstd90 0 421.44 0212 NODE 0.5 -289.92 Node coupling 0 487.51 w1 SUPPLY 0 -249.92 Supply 0 487.51 File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 8 Job:HYAK VENTURE T.I. Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Pipe Ref. Type Start End Size HWC Length Fittings Eq.Len. Total Len. Schedule ft ft ft 0001 Brline 0004 303 1 120 2.1 1(bigt-Br);1(bigstd90); 7 9.1 40 0003 Brline 0007 0004 1.25 120 9 1(bigt-Run); DF 0004 1 Brline 0011 10007 1.25 120 9 1 1(bigt-Run); DF 0006 Brline 0013 0011 1.25 120 6.58 1(bigt-Run); DF 0008 Brline 0022 0013 1.25 120 9 1(bigt-Run); DF 0020 Brline 0043 0022 1.25 120 54.79 1(bigt-Br);5(bigt-Run);1(bigstd90); 15.16 69.95 DF 0022 Cmain 0045 0043 2 120 12.75 1(bigt-Run); DF 0046 Cmain 10073 0045 2 1120 53.74 2(bigt-Br);3(bigt-Run); 27.28 81.02 DF 0094 Cmain 0157 0073 8 120 497.99 07(bigt-Run);1(bigt-Br);10(bigstd9 206.81 704.8 10 0161 Cmain 0191 0157 8 120 102 6(bigstd90); 79.8 181.8 40 0530 Cmain 0204-0 0191 8 120 27.32 1(coupling);1(bigt-Run);1(bigstd90 16.37 43.7 10 1128 VALVE 0204-I 0204-0 8 0 1.17 AV-1 Check 0531 Cmain 0205-0 0204-I 8 120 2.17 1(coupling); 10 1127 VALVE 0205-I 0205-0 8 0 0.96 Gate A2360 0534 Cmain 0208-0 0205-I 8 120 2.26 l(bigstd90); 16.37 18.63 10 1129 1 BFP 0208-I 0208-0 8 0 5.14 WILKINS 350A 0538 Cmain 0212 0208-I 8 120 10.25 5)oupling);1(bigstd90);1(elbow.22 21.91 32.16 10 0542 Cmain W1 0212 10 140 48.5 3(bigstd90); 114.4 162.9 DI350 0998 Brline 0007 304 1 120 2.1 1(bigt-Br);1(bigstd90); 7 9.1 40 0987 Brline 1068 308 1 120 2.35 1(bigt-Br);1(bigstd90); 7 9.35 40 0985 Brline 1067 1068 1.25 120 9 1(bigt-Run); DF 0983 Brline 1064 1067 1.25 120 9 1(bigt-Run); DF 0981 Brline 1062 1064 1.25 120 6.58 1(bigt-Run); DF 0980 1 Brline 1059 11062 1.25 120 9 1(bigt-Run); DF 0968 Brline 0045 1059 1.25 120 54.79 1(bigt-Br);5(bigt-Run);1(bigstd90); 15.16 69.95 DF 0988 Brline 1067 309 1 120 2.35 1(bigt-Br);l(bigstd90); 7 9.35 40 0997 Brline 0011 305 1 1120 12.1 1(bigt-Br);l(bigstd90); 7 9.1 40 0989 Brline 1064 310 1 120 2.35 1(bigt-Br);l(bigstd90); 7 9.35 40 1000 Drop 0013 301 1 120 1.25 1(bigt-Br); 5 6.25 40 0990 Brline 1062 306 1 120 1.42 1(bigt-Br);l(bigstd90); 7 8.42 40 1001 Drop 0022 302 1 120 1.25 1(bigt-Br); 5 6.25 40 0991 Brline 11059 307 1 120 11.42 1(bigt-Br);l(bigstd90); 7 8.42 140 File:C:\dwg\burns\hyak venture\HYAK T.I.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:HYAK VENTURE T.I. Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Velocity ft/s 5.87 2.74 5.49 8.31 11.28 14.48 7.04 14.14 0.99 1.08 0.99 0 0.99 0 0.99 0 0.99 0.61 5.91 5.94 2.77 5.56 8.42 11.39 14.6 5.98 6.05 6.13 6.35 6.38 6.86 6.87 File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job name:HYAK VENTURE T.I. Sheet number PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/z) (gpm) (in) (ft) (ft) (psi) (psi) 303 12 5.6 15.8 1 lx(bigt-Br)=5 2.1 120 8 0004 13.25 15.8 1.049 1x(bigstd90)=2 7 0.0839 -0.5 9.1 0.8 0004 13.25 0 1.25 9 120 8.2 0007 13.25 15.8 1.536 0 0.0131 0 9 0.1 0007 13.25 15.9 1.25 9 120 8.3 0011 13.25 31.7 1.536 0 0.0476 0 9 1 0.4 0011 13.25 16.3 1.25 6.58 120 8.7 0013 13.25 48 1.536 0 0.1025 0 6.58 0.7 0013 13.25 17.1 1.25 9 120 9.4 0022 13.25 65.1 1.536 0 0.1803 0 9 1 1.6 0022 13.25 18.5 1.25 lx(bigt-Br)=10.11 54.79 120 11 0043 12 83.6 1.536 1x(bigstd90)=5.05 15.16 0.2862 0.5 69.95 20 0043 12 0 2 12.75 120 31.6 0045 12 83.6 2.203 0 0.0494 0 12.75 0.6 0045 12 84.3 2 2x(bigt-Br)=27.28 53.74 120 32.2 0073 16.07 167.9 2.203 27.28 0.1799 -1.8 81.02 14.6 0073 16.07 0 8 lx(bigt-Br)=43.09 497.99 120 45 0157 16.03 167.9 8.329 1Ox(bigstd90)=163.73 206.81 0.0003 0.0 704.8 0.2 0157 16.03 0 8 6x(bigstd90)=79.8 102 120 45.3 0191 15.25 167.9 7.981 79.8 0.0003 0.3 181.8 0.1 0191 15.25 0 8 1x(bigstd90)=16.37 27.32 120 45.7 0204-0 7.99 167.9 8.329 16.37 0.0003 3.1 43.7 0.0 0204-0 7.99 0 8 1.17 0 48.8 AV-1 Check 0204-I 6.82 167.9 0 0 0.0385 0.5 *** 1.17 0.0 0204-I 6.82 0 8 2.17 120 49.4 0205-0 4.65 167.9 8.329 0 0.0003 0.9 2.17 0 0205-0 4.65 0 8 0.96 0 50.3 Gate A2360 0205-I 3.69 167.9 0 0 0.1044 0.4 *** 0.96 0.1 0205-I 3.69 0 8 1x(bigstd90)=16.37 2.26 120 50.8 0208-0 2 167.9 8.329 16.37 0.0003 0.7 18.63 0 0208-0 2 0 8 5.14 0 51.6 WILKINS 0208-I 2 167.9 0 0 1.0463 0 350A 5.14 5.4 *** 0208-I 2 0 8 1x(bigstd90)=16.37 10.25 120 56.9 0212 0.5 167.9 8.329 lx(elbow.22.5)=5.54 21.91 0.0003 0.6 32.16 0 0212 0.5 0 10 3x(bigstd90)=114.4 48.5 140 57.6 W1 0 167.9 10.58 114.4 0.0001 0.2 162.9 0.0 ©2006 National Fire Protection Association Page 11 Job name:HYAK VENTURE T.I. Sheet number: PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) Wpm/psi,/2) (gpm) (in) (ft) (ft) (psi) (psi) 304 12 5.6 15.9 1 lx(bigt-Br)=5 2.1 120 8.1 0007 13.25 15.9 1.049 1x(bigstd90)=2 7 0.0849 -0.5 9.1 0.8 308 12 5.6 16 1 lx(bigt-Br)=5 2.35 120 8.2 1068 13.25 16 1.049 1x(bigstd90)=2 7 0.0859 -0.5 9.35 0.8 1068 13.25 0 1.25 9 120 8.4 1067 13.25 16 1.536 0 0.0134 0 9 0.1 1067 13.25 16.1 1.25 9 120 8.6 1064 13.25 32.1 1.536 0 0.0487 0 9 0.4 1064 13.25 16.5 1.25 6.58 120 9 1062 13.25 48.6 1.536 0 0.105 0 6.58 0.7 1062 13.25 17.2 1.25 9 120 9.7 1059 13.25 65.8 1.536 0 0.1838 0 9 1.7 1059 13.25 18.5 1.25 lx(bigt-Br)=10.11 54.79 120 11.3 0045 12 84.3 1.536 1x(bigstd90)=5.05 15.16 0.2909 0.5 69.95 20.3 309 12 5.6 16.1 1 lx(bigt-Br)=5 2.35 120 8.3 1067 13.25 16.1 1.049 1x(bigstd90)=2 7 0.087 -0.5 9.35 0.8 305 12 5.6 16.3 1 lx(bigt-Br)=5 2.1 120 8.5 0011 13.25 16.3 1.049 1x(bigstd90)=2 7 0.0887 -0.5 9.1 0.8 310 12 5.6 16.5 1 lx(bigt-Br)=5 2.35 120 8.7 1064 13.25 16.5 1.049 1x(bigstd90)=2 7 0.0909 -0.5 9.35 0.8 301 12 5.6 17.1 1 1x(bigt-Br)-5 1.25 120 9.3 0013 13.25 17.1 1.049 5 0.0972 -0.5 6.25 0.6 306 12 5.6 17.2 1 lx(bigt-Br)=5 1.42 120 9.4 1062 13.25 17.2 1.049 lx(bigstd90)=2 7 0.0978 -0.5 8.42 0.8 302 12 5.6 18.5 1 lx(bigt-Br)=5 1.25 120 10.9 0022 13.25 18.5 1.049 5 0.1119 -0.5 6.25 0.7 307 12 5.6 18.5 1 lx(bigt-Br)=5 1.42 120 10.9 1059 13.25 18.5 1.049 1x(bigstd90)=2 7 0.1124 -0.5 8.42 1 0.9 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 12 Job:HYAK VENTURE T.1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psis/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 303 12 5.6 15.8 1 lx(bigt-Br)=5 2.1 120 8 0004 13.25 15.8 1.049 1x(bigstd90)=2 7 0.0839 -0.5 9.1 0.8 0004 13.25 0 1.25 9 120 8.2 0007 13.25 15.8 1.536 0 0.0131 0 9 1 0.1 0007 13.25 15.9 1.25 9 120 8.3 0011 13.25 31.7 1.536 0 0.0476 0 9 0.4 0011 13.25 16.3 1.25 6.58 120 8.7 0013 13.25 48 1.536 0 0.1025 0 6.58 0.7 0013 13.25 17.1 1.25 9 120 9.4 0022 13.25 65.1 1.536 0 0.1803 0 9 1.6 0022 13.25 18.5 1.25 lx(bigt-Br)=10.11 54.79 120 11 0043 12 83.6 1.536 1x(bigstd90)=5.05 15.16 0.2862 0.5 69.95 20 0043 12 0 2 12.75 120 31.6 0045 12 83.6 2.203 0 0.0494 0 12.75 0.6 0045 12 84.3 2 2x(bigt-Br)=27.28 53.74 120 32.2 0073 16.07 167.9 2.203 27.28 0.1799 -1.8 81.02 14.6 0073 16.07 0 8 lx(bigt-Br)=43.09 497.99 120 45 0157 16.03 167.9 8.329 10x(bigstd90)=163.73 206.81 0.0003 0.0 704.8 0.2 0157 16.03 0 8 6x(bigstd90)=79.8 102 120 45.3 0191 15.25 167.9 7.981 79.8 0.0003 0.3 181.8 0.1 0191 15.25 0 8 1x(bigstd90)=16.37 27.32 120 45.7 0204-0 7.99 167.9 8.329 16.37 0.0003 3.1 43.7 0.0 0204-0 7.99 0 8 1.17 0 48.8 AV-1 Check 0204-I 6.82 167.9 0 0 0.0385 0.5 *** 1.17 0.0 0204-I 6.82 0 8 2.17 120 49.4 0205-0 4.65 167.9 8.329 0 0.0003 0.9 2.17 0 0205-0 4.65 0 8 0.96 0 50.3 Gate A2360 0205-I 3.69 167.9 0 0 0.1044 0.4 *** 0.96 0.1 0205-I 3.69 0 8 1x(bigstd90)=16.37 2.26 120 50.8 0208-0 2 167.9 8.329 16.37 0.0003 0.7 18.63 0 0208-0 2 0 8 5.14 0 51.6 WILKINS 0208-I 2 167.9 0 0 1.0463 0 350A 5.14 5.4 *** File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 13 Job:HYAK VENTURE T.I. Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0208-I 2 0 8 1x(bigstd90)=16.37 10.25 120 56.9 0212 0.5 167.9 8.329 lx(elbow.22.5)=5.54 21.91 0.0003 0.6 32.16 0 0212 0.5 0 10 3x(blgstd90)=114.4 48.5 140 57.6 W1 0 167.9 10.58 114.4 0.0001 0.2 162.9 0.0 W 1 57.8 Path No: 2 304 12 5.6 15.9 1 1x(bigt-Br)=5 2.1 120 8.1 0007 13.25 15.9 1.049 1x(bigstd90)=2 7 0.0849 -0.5 9.1 0.8 0007 8.3 Path No: 3 308 12 5.6 16 1 lx(bigt-Br)=5 2.35 120 8.2 1068 13.25 16 1.049 1x(bigstd90)=2 7 0.0859 -0.5 9.35 0.8 1068 13.25 0 1.25 9 120 8.4 1067 13.25 16 1.536 0 0.0134 0 9 1 0.1 1067 13.25 16.1 1.25 9 120 8.6 1064 13.25 32.1 1.536 0 0.0487 0 9 0.4 1064 13.25 16.5 1.25 6.58 120 9 1062 13.25 48.6 1.536 0 0.105 0 6.58 1 0.7 1062 13.25 17.2 1.25 9 120 9.7 1059 13.25 65.8 1.536 0 0.1838 0 9 1.7 1059 13.25 18.5 1.25 lx(bigt-Br)=10.11 54.79 120 11.3 0045 12 84.3 1.536 1x(bigstd90)=5.05 15.16 0.2909 0.5 69.95 20.3 0045 32.2 Path No: 4 309 12 5.6 16.1 1 1x(bigt-Br)=5 2.35 120 8.3 1067 13.25 16.1 1.049 1x(bigstd90)=2 7 0.087 -0.5 9.35 0.8 1067 8.6 Path No: 5 305 12 5.6 16.3 1 1x(bigt-Br)=5 2.1 120 8.5 0011 13.25 16.3 1.049 1x(bigstd90)=2 7 0.0887 -0.5 9.1 0.8 0011 8.7 File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 14 Job:HYAK VENTURE T.I. Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/a) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 6 310 12 5.6 16.5 1 lx(bigt-Br)=5 2.35 120 8.7 1064 13.25 16.5 1.0491 1x(bigstd90)=2 7 0.0909 -0.5 9.35 0.8 1064 9 Path No: 7 301 12 5.6 17.1 1 lx(bigt-Br)=5 1.25 120 9.3 0013 13.25 17.1 1.049 5 0.0972 -0.5 6.25 0.6 0013 9.4 Path No: 8 306 12 5.6 17.2 1 lx(bigt-Br)=5 1.42 120 9.4 1062 13.25 17.2 1.049 1x(bigstd90)=2 7 0.0978 -0.5 8.42 0.8 1062 9.7 Path No: 9 302 12 5.6 18.5 1 llx(bigt-Br)=5 1.25 120 10. 0022 13.25 18.5 1.049 5 0.1119 -0.5 6.25 0.7 0022 11 Path No: 10 307 12 5.6 18.5 1 lx(bigt-Br)=5 1.42 120 10.9 1059 13.25 18.5 1.049 1x(bigstd90)=2 7 0.1124 -0.5 8.42 0.9 1059 11.3 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 14.6 ft/s occurs in the following pipe(s): (0045-1059) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 15 Job:HYAK VENTURE T.I Device Graphs Pressure vs. Flow Function Design Area: 3; Supply Ref.:W1; Supply Name:W1 vu 85 (v 1 75 70 65- a 60 IV 55 7 N 50- 45- a 10 35 30 25- 20 15 l0- 5 0 0 0 0 0 0 0 0 �o 0 0 0 0 0 0 0 n Flow,gpm Pressure Loss Function Design Area: 3; BFP Ref.: 1129 (WILKINS 350A, Size = 8); Inlet Node: 0208-I; Outlet Node: 0208-0 6.81 5.81 5.4 psi @ 167.9 gpm .N O. 4.81 ti 7 U) d 3.81 IL 2.81 1.81 0.81 0 0 0 0 0 0 0 0 0 N N Flow,gpm File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 16 Job:HYAK VENTURE T.I Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 1127 (Gate A2360, Size = 8); Inlet Node: 0205-I; Outlet Node: 0205-0 Q. 0831 N L FA U) 9) V IL 0.331 0.1 psi @ 167.9gpm] 0 0� vo 0 0 0 N 7 � M h o Flow,gpm Pressure Loss Function Design Area: 3; Valve Ref.: 1128 (AV-1 Check, Size = 8); Inlet Node: 0204-I; Outlet Node: 0204-0 2.085 .y a 1.585 N 7 N N d d 1.085 0.585 0.0 psi @ 167.9 gpm 0.085 0 0 0 0 0 0 rn o o 0 N M � Flow,gpm File:C:\dwg\burns\hyak venture\HYAK T.1.8_3\HYAK SUBMITTAL.dwg Date 8/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 17 ., ,`, �, ,{ ,�: I Permit#: 1116 Permit Date: 08/08/16 Permit Type: FIRE SPRINKLER Project Name: Hyak Venture LLC/Patriot Meds LLC Applicant Name: Burns Fire Protection Services, Inc Applicant Address: P.O. Box 1110 Applicant, City, State, Zip: Granite Falls,WA 98252 Contact: Dion Smith Phone: 360-691-2235 Email: dion@burnsfire.com Scope of Work: Fire Sprinkler Addition/Alteration Valuation: 66124.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 08/19/2016 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning ARLINGTON 31052200404100 17727 59TH AVE ADVANCED 637 Warehousing& MANUFACTURING Storage Services PARK Contractors Contractor Primary Contact Phone Address Contractor Type License License# Burns Fire Protection Audra Williams 360-691-2235 PO Box 1110 CONSTRUCTION COA 603 467 812 Systems CONTRACTOR Burns Fire Protection Audra Williams 360-691-2235 PO Box 1110 CONSTRUCTION Labor&BURNSFP841DU Systems CONTRACTOR Industries Burns Fire Protection Audra Williams 360-691-2235 PO Box 1110 CONSTRUCTION NICET 86528 Systems CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 09/09/2016 FS07.FIRE Completed SPRINKLER FINAL Plan Reviews Date Review Type Description Assigned To Review Status 08/08/2016 FIRE SPRINKLER See red-lined drawings BUILDING 08/08/2016 FIRE SPRINKLER No comments for this sprinkler addition review. pW-WAT-REV Gus 08/08/2016 FIRE SPRINKLER Per Kevin Olander comments z.Tom Cooper Fees Fee Description Notes Amount Fire System Plan Review Table 4-1 $100.00 Fire Sprinkler System Commercial NFPA 13/13R $1,050.99 Total $1,150.99 Attached Letters Date Letter Description 08/18/2016 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 08/19/2016 Burns Fire check#1860 Launa Black $1,150.99 Outstanding Balance $0.00 Uploaded Files Date File Name 08/19/2016 1798140-1116 Issued Permit.pdf 08/08/2016 1774855-1116 Application.pdf 08/08/2016 1774853-1116 Calculations.pdf 08/08/2016 1774854-1116 Specs.pdf Date: 03/11/2026 Permit#: 1116 Permit Date: 08/08/2016 Review Date: 08/08/2016 Permit Type: FIRE SPRINKLER Review Type: FIRE SPRINKLER Target Date: 08/15/2016 Scheduled Time: 00:00 Completed Date: 08/18/2016 Description: Per Kevin Olander comments Review Status: Assigned To: z.Tom Cooper Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 31052200404100 ARLINGTON ADVANCED MANUFACTURING PARK ARLINGTON ADVANCED MANUFACTURING 3316 FUHRMAN AVE E STE 200 PARK 17727 59TH AVE SEATTLE,WA 98102 Zoning: 637 Warehousing & Storage ServicesLot: 12131ock: Permit#: 1116 Permit Date: 08/08/16 Permit Type: FIRE SPRINKLER Project Name: Hyak Venture LLC/Patriot Meds LLC Applicant Name: Burns Fire Protection Services, Inc Applicant Address: P.O. Box 1110 Applicant, City, State, Zip: Granite Falls,WA 98252 Contact: Dion Smith Phone: 360-691-2235 Email: dion@burnsfire.com Scope of Work: Fire Sprinkler Addition/Alteration Valuation: 66124.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 08/19/2016 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning ARLINGTON 31052200404100 17727 59TH AVE ADVANCED 637 Warehousing& MANUFACTURING Storage Services PARK Contractors Contractor Primary Contact Phone Address Contractor Type License License# Burns Fire Protection Audra Williams 360-691-2235 PO Box 1110 CONSTRUCTION COA 603 467 812 Systems CONTRACTOR Burns Fire Protection Audra Williams 360-691-2235 PO Box 1110 CONSTRUCTION Labor&BURNSFP841DU Systems CONTRACTOR Industries Burns Fire Protection Audra Williams 360-691-2235 PO Box 1110 CONSTRUCTION NICET 86528 Systems CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 09/09/2016 FS07.FIRE Completed SPRINKLER FINAL Plan Reviews Date Review Type Description Assigned To Review Status 08/08/2016 FIRE SPRINKLER See red-lined drawings BUILDING 08/08/2016 FIRE SPRINKLER No comments for this sprinkler addition review. pW-WAT-REV Gus 08/08/2016 FIRE SPRINKLER Per Kevin Olander comments z.Tom Cooper Fees Fee Description Notes Amount Fire System Plan Review Table 4-1 $100.00 Fire Sprinkler System Commercial NFPA 13/13R $1,050.99 Total $1,150.99 Attached Letters Date Letter Description 08/18/2016 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 08/19/2016 Burns Fire check#1860 Launa Black $1,150.99 Outstanding Balance $0.00 Uploaded Files Date File Name 08/19/2016 1798140-1116 Issued Permit.pdf 08/08/2016 1774855-1116 Application.pdf 08/08/2016 1774853-1116 Calculations.pdf 08/08/2016 1774854-1116 Specs.pdf E _ 1 O o K CD 0 oz �v —I Z m / F�TI j g vzie- om m �— � z m aJ N� ➢ " o �z o n t`0 O7 a7 ( o -'1 r s :n-ul u�m ( z m E Cn > D rImIS t S m O (n n� 7 I m ! � DWG •1 y � I � \ a m aefl z z z �' p- x M rm j IM m A D �� z > ZIP 8 HS m qm - C ` - z ^ C M d� z G 171 m m _ n c� o — m v z � O O I m o G1 w mcn z m m m CD az m CD x Z Z X o ' D fail o .i z r-o Z mz o N - c> �•00 f - o ` I m z o m m co rA w 0 i Nsso z s p o z o00o z oo o gal ml m$ o � cn ci Wo a 13 r � I v N 6 �• t 0 0 Cn o 0 x o�oc) 10zlmpm0 ,� m _ aorn AwNn.��� ZN D m m O�m m X X A m x OT ON owJO�UiA w N�Z Cn T r— o m co0'2Z(n v(n 0 Z N ^; tmnrn �m >n�nn�Daxno�^O G)Z C�Ji D Z Z n Z CA z m O o o o Am o Fv�iF�FFo ��O m G7.ZDI G7 W :U m mvoovoofn rn M. z z n g zzZ Z p D _ T� c� ® o o �� vyn D D 2 d ==zzzzzz= m - - in D • o 0 0 m �`zoa �nF no :U(n (nz W i I ,i .N. �. s x o Nam. fn>U) j O O����T>ITA m w z � m W �—, z A < o�ozAz m O 'D (/) (n D � ncN v, D �DV � 000100000 �x�f - Z I m m G7 0 > > M. uzi 0(Z"`.O W O m- m D m G r C � Z �r zm����,A Cc:m N-o p ��� m � Z �3s z z 3 A x 0 O m m m D D D C� m mA�'� oN os �'. rD- m m (�O(n Z Z m O O ❑ m a rt m m m a v r� �>oon �ti��o —1 m C7 0 U) p m O -• m < < < <B o o m— m D T i�i zmEo m v c N o c o m o. o. o o x. x x o om x.'am�mu'i raAmz O Z z Z O m :Ll OaWAWNN-'�-' -z > m z I m o oo3 v 'o ? > > > o 3 3 C) m oa�'fA��canAco T V z m '� X m m �+ 11.�-I NWW WVNJNO zo o � ; v� 3 a o n a f fno�o im zzoolro O D xi O m Z D 1 CJ� ti V NO AWWWOwAp S� x g 7 ❑ F Z A ! m D > ; � o �, �mW�A o �> o Am DpT DZ �m 59T AVENUE NE �3 nv I m 3 3 r m = o � A�moA��zo� C) O = 1 Z ti m o m -. �, o o ❑ m �o �voci� p Co #m:0 Z Z O m 7--i 0 W 0 of o �. m o O O O o O. �❑ x�cs��omz m z m W O m m z w AN�J JJODO `a' ° Q I v 3 3 3 ° sm �v'y�o�oo m T X;OU X fn O fn ouo_._.. 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