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Home My WebLink About18520 67TH AVE NE_BLD6352_2026 CITY OF ARLINGTON 18204 59th Avenue NE, Arlington, WA 98223 INSPECTIONS: 360-403-3417 - Permit Center: 360-403-3551 BUILDING PERMIT 18520 67TH AVE NE Permit #: 6352 PERMIT EXPIRES 180 DAYS AFTER Parcel #: 31052200100200 DATE OF ISSUANCE. Scope of Work: NFPA13 sprinkler system Valuation: 175900.00 OWNER APPLICANT CONTRACTOR Burns Fire Protection Systems, Inc. Burns Fire Protection Systems PO Box 1110 PO Box 1110 , Granite Falls Granite Falls, WA 98252 3606912235 360-691-2235 LIC: 603 467 812 EXP: 05/31/2025 LIC: BURNSFP841DU EXP: 04/14/2026 LIC: 86528 EXP: 12/01/2026 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC #: EXP: LIC #: EXP: JOB DESCRIPTION PERMIT TYPE: FIRE SPRINKLER CODE YEAR: 2021 STORIES: 1 CONST. TYPE: lA DWELLING UNITS: OCC GROUP: A-1; Assembly BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for, or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor. 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 relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington #3101. 07/30/2025 07/30/2025 Applicant Signature Date Building Official Date CONDITIONS Adhere to approved plans. Permit shall be onsite for inspection. Call for inspections. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations. The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community. The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction. The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES 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 07/30/2025 Fire System Plan Review $1,388.99 07/30/2025 Credit Card Service $41.67 07/30/2025 Processing/Technology $25.00 07/30/2025 Fire Sprinkler System $1,450.00 07/30/2025 Credit Card Service $44.25 Total Due: $2,949.91 Total Payment: $2,949.91 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection, allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number, Type of Inspection being requested, and whether you prefer morning or afternoon INSPECTION INFORMATION Pass/Fail 18520 67th Ave NE $175,900 Code Compliant sprinkler coverage throughout building to meet NFPA13 standards Mina Investment Holdings 425-285-9278 1418 Market Street Kirkland WA 98033 Burns Fire Protection Systems, Inc. 360-691-2235 audra@burnsfire.com PO Box 1110 Granite Falls WA 98252 Burns Fire Protection Systems, Inc. 360-691-2235 audra@burnsfire.com PO Box 1110 Granite Falls WA 98252 BURNSFP841DU 12-31-2025 446 200 825.00 4,273.80 5,098.80 825.00 4,273.80 5,123.80 Audra Williams 02/06/2025 CALCULATION SUMMARY Project Name : SEATTLE GALVANIZING PLANT Project Location: 18520 67th Ave N.E. Contract No. : City: Arlington, WA 98223 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ftÂ²) (gpm) (psi) (gpm/ftÂ²) (psi) (gpm) # (gpm) (psi) Required 2 Demand (HW) OH2 1950 669.6 0.2 18.7 24.2 16 250 8.2 70.5 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev Date 2/6/2025 2025\Arlington Galvinizing Plant.dwg Page 1 Copyright Â© 2002-2012 Tyco Fire Protection Products HYDRAULIC CALCULATIONS for Job Information Project Name : SEATTLE GALVANIZING PLANT Contract No. : City: Arlington, WA 98223 Project Location: 18520 67th Ave N.E. Date: 5/13/2016 Contractor Information Name of Contractor: Burns Fire Protection, Inc Address: P.O.B. 1110 City: Granite Falls, Wa 98252 Phone Number: E-mail: Name of Designer: D. Yates Authority Having Jurisdiction: Arlington Design Remote Area Name 2 Remote Area Location STORAGE CANOPY Occupancy Classification OH2 Density (gpm/ftÂ²) 0.2 Area of Application (ftÂ²) 1950 Coverage per Sprinkler (ftÂ²) 121 Number of Calculated Sprinklers 16 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 250 Total Water Required (incl. Hose Streams) (gpm) 669.6 Required Pressure at Source (psi) 70.5 Type of System Dry Volume - Downstream DPV (gal) 1162.2 gal Water Supply Information Date 8/31/2023 Location 67th ave NE Source W1 Notes File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 2 Job : SEATTLE GALVANIZING PLANT Node Labels: Off Pipe Labels: Off Diagram for Design Area : 2 (Optimized Hydraulic Simplified) File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 3 Job : SEATTLE GALVANIZING PLANT Hydraulic Analysis for : 2 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ftÂ³) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lbÂ·s/ftÂ²) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow (gpm) Pressure (psi) 0 79 5000 66 Supply Analysis Residual Available Static Pressure Flow Total Demand Required Pressure Node at Source Pressure Pressure (psi) (gpm) (gpm) (psi) (psi) (psi) W1 79 66 5000 78.7 669.6 70.5 Hoses Inside Hose Flow / Standpipe Demand (gpm) 0 Outside Hose Flow (gpm) 250 Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 Total Hose Flow (gpm) 250 Sprinklers Ovehead Sprinkler Flow (gpm) 419.6 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 419.6 Other Required Margin of Safety (%) 10 W1 - Pressure (psi) 70.5 W1 - Flow (gpm) 669.6 Demand w/o System Pump(s) N/A File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 4 Job : SEATTLE GALVANIZING PLANT Hydraulic Analysis for : 2 Supply Supply; Safety Pressure System Demand Available At Source 100 90 78.7 psi @ 669.6 gpm S1 80 D2 70 S2 63.493 60 50 Pressure, psi 40 30 20 D1 10 0 0 1500 2000 2500 3000 3500 4000 4500 5000 5500 Flow, gpm File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev Date 2/6/2025 2025\Arlington Galvinizing Plant.dwg Page 5 Copyright Â© 2002-2012 Tyco Fire Protection Products Job : SEATTLE GALVANIZING PLANT Hydraulic Analysis for : 2 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point #1 - Static 0 79 S2 Supply point #2 - Residual 5000 66 D1 Elevation Pressure 0 9.3 D2 System Demand 669.6 70.5 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 78.6 716.3 8.2 669.6 Supply; Safety Pressure 70.8 671.4 0.3 669.6 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ftÂ²) (gpm/psiÂ½) (gpm/ftÂ²) (gpm) (psi) (gpm/ftÂ²) (gpm) (psi) Overhead 201 121 5.6 0.2 24.2 18.7 0.228 27.6 24.2 Sprinkler Overhead 202 121 5.6 0.2 24.2 18.7 0.23 27.9 24.8 Sprinkler Overhead 203 121 5.6 0.2 24.2 18.7 0.236 28.5 25.9 Sprinkler Overhead 204 121 5.6 0.2 24.2 18.7 0.22 26.7 22.7 Sprinkler Overhead 205 121 5.6 0.2 24.2 18.7 0.215 26 21.6 Sprinkler Overhead 206 121 5.6 0.2 24.2 18.7 0.212 25.7 21.1 Sprinkler Overhead 207 121 5.6 0.2 24.2 18.7 0.2 24.2 18.7 Sprinkler Overhead 208 121 5.6 0.2 24.2 18.7 0.202 24.5 19.1 Sprinkler Overhead 209 121 5.6 0.2 24.2 18.7 0.208 25.1 20.1 Sprinkler Overhead 210 121 5.6 0.2 24.2 18.7 0.251 30.3 29.3 Sprinkler Overhead 211 121 5.6 0.2 24.2 18.7 0.222 26.8 22.9 Sprinkler Overhead 212 121 5.6 0.2 24.2 18.7 0.216 26.2 21.8 Sprinkler Overhead 213 121 5.6 0.2 24.2 18.7 0.214 25.9 21.3 Sprinkler File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 6 Overhead 214 121 5.6 0.2 24.2 18.7 0.201 24.4 18.9 Sprinkler Overhead 215 121 5.6 0.2 24.2 18.7 0.204 24.7 19.4 Sprinkler Overhead 216 121 5.6 0.2 24.2 18.7 0.209 25.3 20.4 Sprinkler File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 7 Job : SEATTLE GALVANIZING PLANT Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm ftÂ² psi psi gpm/psiÂ½ ft gpm gpm/ftÂ² psi gpm 207 Overhead Sprinkler 5.6 24.2 121 18.7 18.7 18.49 HEAD Open 0 0.2 -9.3 24.2 214 Overhead Sprinkler 5.6 24.4 121 18.9 18.7 18.49 HEAD Open 0.2 0.201 -9.3 24.2 208 Overhead Sprinkler 5.6 24.5 121 19.1 18.7 17.86 HEAD Open 0.3 0.202 -9 24.2 215 Overhead Sprinkler 5.6 24.7 121 19.4 18.7 17.86 HEAD Open 0.5 0.204 -9 24.2 209 Overhead Sprinkler 5.6 25.1 121 20.1 18.7 17.23 HEAD Open 0.9 0.208 -8.8 24.2 216 Overhead Sprinkler 5.6 25.3 121 20.4 18.7 17.23 HEAD Open 1.1 0.209 -8.8 24.2 206 Overhead Sprinkler 5.6 25.7 121 21.1 18.7 18.48 HEAD Open 1.5 0.212 -9.3 24.2 213 Overhead Sprinkler 5.6 25.9 121 21.3 18.7 18.48 HEAD Open 1.7 0.214 -9.3 24.2 205 Overhead Sprinkler 5.6 26 121 21.6 18.7 17.82 HEAD Open 1.8 0.215 -9 24.2 212 Overhead Sprinkler 5.6 26.2 121 21.8 18.7 17.82 HEAD Open 2 0.216 -9 24.2 204 Overhead Sprinkler 5.6 26.7 121 22.7 18.7 17.15 HEAD Open 2.5 0.22 -8.7 24.2 211 Overhead Sprinkler 5.6 26.8 121 22.9 18.7 17.15 HEAD Open 2.6 0.222 -8.7 24.2 201 Overhead Sprinkler 5.6 27.6 121 24.2 18.7 18.49 HEAD Open 3.4 0.228 -9.3 24.2 202 Overhead Sprinkler 5.6 27.9 121 24.8 18.7 17.86 HEAD Open 3.7 0.23 -9 24.2 203 Overhead Sprinkler 5.6 28.5 121 25.9 18.7 17.23 HEAD Open 4.3 0.236 -8.8 24.2 210 Overhead Sprinkler 5.6 30.3 121 29.3 18.7 17.23 HEAD Open 6.1 0.251 -8.8 24.2 0946 Node 23.6 15.79 NODE -8.1 0002 Node 23.9 15.76 NODE -8.1 0011 Node 26.4 15.79 NODE -8.1 0009 Node 26.7 15.75 NODE -8.1 0008 Node 28.2 15.73 NODE -8.1 0916 Node 30.1 15.79 NODE -8.1 0915 Node 30.5 15.75 NODE -8.1 0024 Node 32 15.73 NODE -8.1 0027 Node 45.1 17.75 NODE -9 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 8 Job : SEATTLE GALVANIZING PLANT Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm ftÂ² psi psi gpm/psiÂ½ ft gpm gpm/ftÂ² psi gpm 0042 Node 45.7 19.25 NODE -9.6 0096 Node 50.8 18.02 NODE -9.1 0938-O Node 57.8 5.28 NODE -3.6 0938-I Node 58.9 4.14 NODE -3.1 0939-O Node 59.8 2.09 NODE -2.2 0939-I Node 66.3 1.93 NODE -2.1 0940 Node 67 0.5 NODE -1.5 H1 Outside Hose 68.6 250 -3 HOSE 0 250 0943 Node 68.7 -3 NODE 0 0944-O Node 69.7 -3 NODE 0 0944-I Node 69.8 -3 NODE 0 0945 Node 70.2 -3 NODE 0 W1 Supply 70.5 -669.6 -3 SUPPLY 0 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 9 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 207 18.49 5.6 24.2 1.5 8.52 100 18.7 208 17.86 5.6 24.2 1.728 0 0.0228 0.3 8.52 0.2 208 17.86 5.6 24.5 1.5 8.52 100 19.1 209 17.23 5.6 48.7 1.728 0 0.0831 0.3 8.52 0.7 209 17.23 5.6 25.1 1.5 1x(tee-Br)=8.05 3.62 100 20.1 0946 15.79 73.8 1.728 1x(90 ell)=4.02 12.07 0.1796 0.6 15.7 2.8 0946 15.79 0 2.5 14.17 100 23.6 0002 15.76 73.8 2.705 0 0.0202 0.0 14.17 0.3 0002 15.76 74.3 2.5 1x(90 ell)=4.56 53.94 100 23.9 0008 15.73 148.1 2.705 4.56 0.0735 0.0 58.5 4.3 0008 15.73 157.2 2.5 1x(tee-Br)=11.46 2 100 28.2 0024 15.73 305.3 2.705 11.46 0.2807 0 13.46 3.8 0024 15.73 114.3 2.5 1x(tee-Br)=11.46 11.67 100 32 0027 17.75 419.6 2.705 1x(90 ell)=4.56 16.02 0.5059 -0.9 27.68 14 0027 17.75 -177.2 4 5x(90 ell)=33.29 275.7 100 45.1 0096 18.02 242.4 4.31 33.29 0.0189 -0.1 308.99 5.9 0096 18.02 177.2 4 2x(90 ell)=13.32 13.85 100 50.8 0938-O 5.28 419.6 4.31 13.32 0.0523 5.5 27.17 1.4 0938-O 5.28 0 4 1.14 57.8 DPV-1 0938-I 4.14 419.6 0 0 0.5398 0.5 *** 1.14 0.6 0938-I 4.14 0 4 2.04 120 58.9 0939-O 2.09 419.6 4.31 0 0.0373 0.9 2.04 0.1 0939-O 2.09 0 4 0.17 59.8 Ames 0939-I 1.93 419.6 0 0 38.3815 0.1 Deringer 30 0.17 6.4 *** 0939-I 1.93 0 4 1.43 120 66.3 0940 0.5 419.6 4.31 0 0.0373 0.6 1.43 0.1 0940 0.5 0 6 2x(90 ell)=34.91 9.12 140 67 0943 -3 419.6 6.4 34.91 0.0041 1.5 44.03 0.2 0943 -3 250 6 104.43 140 68.7 0944-O -3 669.6 6.4 0 0.0097 0 104.43 1 0944-O -3 0 6 0.88 69.7 Gate A2360 0944-I -3 669.6 0 0 0.1136 0 *** 0.88 0.1 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 10 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0944-I -3 0 6 1x(tee-Br)=43.72 1.21 140 69.8 0945 -3 669.6 6.4 43.72 0.0097 0 44.93 0.4 0945 -3 0 8 124.91 140 70.2 W1 -3 669.6 8.55 0 0.0024 0 124.91 0.3 W1 70.5 Path No: 2 214 18.49 5.6 24.4 1.5 8.52 100 18.9 215 17.86 5.6 24.4 1.728 0 0.023 0.3 8.52 0.2 215 17.86 5.6 24.7 1.5 8.52 100 19.4 216 17.23 5.6 49 1.728 0 0.0841 0.3 8.52 0.7 216 17.23 5.6 25.3 1.5 1x(tee-Br)=8.05 3.65 100 20.4 0002 15.76 74.3 1.728 1x(90 ell)=4.02 12.07 0.1816 0.6 15.73 2.9 0002 23.9 Path No: 3 206 18.48 5.6 25.7 1.5 8.53 100 21.1 205 17.82 5.6 25.7 1.728 0 0.0254 0.3 8.53 0.2 205 17.82 5.6 26 1.5 8.53 100 21.6 204 17.15 5.6 51.7 1.728 0 0.0929 0.3 8.53 0.8 204 17.15 5.6 26.7 1.5 1x(tee-Br)=8.05 3.53 100 22.7 0011 15.79 78.4 1.728 1x(90 ell)=4.02 12.07 0.2006 0.6 15.61 3.1 0011 15.79 0 2.5 14.17 100 26.4 0009 15.75 78.4 2.705 0 0.0226 0.0 14.17 0.3 0009 15.75 78.9 2.5 1x(tee-Br)=11.46 6.32 100 26.7 0008 15.73 157.2 2.705 11.46 0.0821 0 17.77 1.5 0008 28.2 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 11 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 213 18.48 5.6 25.9 1.5 8.53 100 21.3 212 17.82 5.6 25.9 1.728 0 0.0257 0.3 8.53 0.2 212 17.82 5.6 26.2 1.5 8.53 100 21.8 211 17.15 5.6 52 1.728 0 0.094 0.3 8.53 0.8 211 17.15 5.6 26.8 1.5 1x(tee-Br)=8.05 3.58 100 22.9 0009 15.75 78.9 1.728 1x(90 ell)=4.02 12.07 0.2029 0.6 15.65 3.2 0009 26.7 Path No: 5 201 18.49 5.6 27.6 1.5 8.52 100 24.2 202 17.86 5.6 27.6 1.728 0 0.029 0.3 8.52 0.2 202 17.86 5.6 27.9 1.5 8.52 100 24.8 203 17.23 5.6 55.4 1.728 0 0.1057 0.3 8.52 0.9 203 17.23 5.6 28.5 1.5 1x(tee-Br)=8.05 3.62 100 25.9 0916 15.79 84 1.728 1x(90 ell)=4.02 12.07 0.2279 0.6 15.7 3.6 0916 15.79 0 2.5 14.17 100 30.1 0915 15.75 84 2.705 0 0.0257 0.0 14.17 0.4 0915 15.75 30.3 2.5 2x(tee-Br)=22.91 8.32 100 30.5 0024 15.73 114.3 2.705 22.91 0.0455 0 31.23 1.4 0024 32 Path No: 6 210 17.23 5.6 30.3 1.5 1x(tee-Br)=8.05 3.67 100 29.3 0915 15.75 30.3 1.728 1x(90 ell)=4.02 12.07 0.0346 0.6 15.74 0.5 0915 30.5 Path No: 7 H1 -3 250 6 1x(tee-Br)=43.72 1.76 140 68.6 0943 -3 250 6.4 43.72 0.0016 0 45.48 0.1 0943 68.7 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 12 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 8 0027 17.75 0 4 2x(90 ell)=13.32 110.43 100 45.1 0042 19.25 177.2 4.31 13.32 0.0106 -0.6 123.75 1.3 0042 19.25 0 4 1x(tee-Br)=16.69 385.05 100 45.7 0096 18.02 177.2 4.31 4x(90 ell)=26.63 43.33 0.0106 0.5 428.38 4.5 0096 50.8 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 23.43 ft/s occurs in the following pipe(s): (0027-0024) *** Device pressure loss (gain in the case of pumps) is calculated from the deviceâ€™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:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 13 Job : SEATTLE GALVANIZING PLANT Device Graphs Pressure vs. Flow Function Design Area: 2; Supply Ref.: W1; Supply Name:W1 90 85 80 75 70 65 60 55 50 45 40 Pressure, psi 35 30 25 20 15 10 5 0 0 700 1500 2000 2500 3000 3500 4000 4500 5000 Flow, gpm Pressure Loss Function Design Area: 2; BFP Ref.: 1025 (Ames Deringer 30, Size = 4); Inlet Node: 0939-I; Outlet Node: 0939-O 17.15 16.15 15.15 14.15 13.15 12.15 11.15 10.15 9.15 8.15 6.4 psi @ 419.6 gpm Pressure, psi7.15 6.15 5.15 4.15 3.15 2.15 1.15 0.15 0 100 200 300 400 500 600 700 750 Flow, gpm File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 14 Job : SEATTLE GALVANIZING PLANT Device Graphs Pressure Loss Function Design Area: 2; DPV Ref.: 1026 (DPV-1, Size = 4); Inlet Node: 0938-I; Outlet Node: 0938-O 8.9 7.9 6.9 5.9 4.9 Pressure, psi3.9 2.9 1.9 0.6 psi @ 419.6 gpm 0.9 170 300 400 450 500 550 600 700 800 850 1000 1100 1200 1600 Flow, gpm Pressure Loss Function Design Area: 2; Valve Ref.: 1027 (Gate A2360, Size = 6); Inlet Node: 0944-I; Outlet Node: 0944-O 0.766 Pressure, psi 0.266 0.1 psi @ 669.6 gpm 0 50 100 250 500 2000 3400 4900 54065800 Flow, gpm File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 15 CALCULATION SUMMARY Project Name : SEATTLE GALVANIZING PLANT Project Location: 18520 67th Ave N.E. Contract No. : City: Arlington, WA 98223 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ftÂ²) (gpm) (psi) (gpm/ftÂ²) (psi) (gpm) # (gpm) (psi) Required 3 Demand (HW) lh 1950 466.3 0.161 7 14.8 21 100 12 66.8 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev Date 2/6/2025 2025\Arlington Galvinizing Plant.dwg Page 1 Copyright Â© 2002-2012 Tyco Fire Protection Products HYDRAULIC CALCULATIONS for Job Information Project Name : SEATTLE GALVANIZING PLANT Contract No. : City: Arlington, WA 98223 Project Location: 18520 67th Ave N.E. Date: 5/13/2016 Contractor Information Name of Contractor: Burns Fire Protection, Inc Address: P.O.B. 1110 City: Granite Falls, Wa 98252 Phone Number: E-mail: Name of Designer: D. Yates Authority Having Jurisdiction: Arlington Design Remote Area Name 3 Remote Area Location lower mewzzanine Occupancy Classification lh Density (gpm/ftÂ²) 0.161 Area of Application (ftÂ²) 1950 Coverage per Sprinkler (ftÂ²) 100 Number of Calculated Sprinklers 21 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 466.3 Required Pressure at Source (psi) 66.8 Type of System Dry Volume - Downstream DPV (gal) 1165.2 gal Water Supply Information Date 8/31/2023 Location 67th ave NE Source W1 Notes calulations include all of lower mezzanine File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 2 Job : SEATTLE GALVANIZING PLANT Node Labels: Off Pipe Labels: Off Diagram for Design Area : 3 (Optimized Hydraulic Simplified) File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 3 Job : SEATTLE GALVANIZING PLANT Hydraulic Analysis for : 3 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ftÂ³) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lbÂ·s/ftÂ²) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow (gpm) Pressure (psi) 0 79 5000 66 Supply Analysis Residual Available Static Pressure Flow Total Demand Required Pressure Node at Source Pressure Pressure (psi) (gpm) (gpm) (psi) (psi) (psi) W1 79 66 5000 78.8 466.3 66.8 Hoses Inside Hose Flow / Standpipe Demand (gpm) 0 Outside Hose Flow (gpm) 100 Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 366.3 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 366.3 Other Required Margin of Safety (%) 10 W1 - Pressure (psi) 66.8 W1 - Flow (gpm) 466.3 Demand w/o System Pump(s) N/A File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 4 Job : SEATTLE GALVANIZING PLANT Hydraulic Analysis for : 3 Supply Supply; Safety Pressure System Demand Available At Source 100 90 78.8 psi @ 466.3 gpm S1 80 70 D2 S2 63.493 60 50 Pressure, psi 40 30 20 10 D1 0 0 1500 2000 2500 3000 3500 4000 4500 5000 5500 Flow, gpm File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev Date 2/6/2025 2025\Arlington Galvinizing Plant.dwg Page 5 Copyright Â© 2002-2012 Tyco Fire Protection Products Job : SEATTLE GALVANIZING PLANT Hydraulic Analysis for : 3 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point #1 - Static 0 79 S2 Supply point #2 - Residual 5000 66 D1 Elevation Pressure 0 4.4 D2 System Demand 466.3 66.8 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 78.8 512.7 12 466.3 Supply; Safety Pressure 70.9 482.6 4.1 466.3 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ftÂ²) (gpm/psiÂ½) (gpm/ftÂ²) (gpm) (psi) (gpm/ftÂ²) (gpm) (psi) Overhead 301 91.94 5.6 0.1 9.2 7 0.164 15.1 7.3 Sprinkler Overhead 302 91.94 5.6 0.1 9.2 7 0.165 15.2 7.3 Sprinkler Overhead 303 91.94 5.6 0.1 9.2 7 0.169 15.5 7.7 Sprinkler Overhead 304 91.94 5.6 0.1 9.2 7 0.161 14.8 7 Sprinkler Overhead 305 91.94 5.6 0.1 9.2 7 0.174 16 8.2 Sprinkler Overhead 306 91.94 5.6 0.1 9.2 7 0.18 16.6 8.7 Sprinkler Overhead 307 91.94 5.6 0.1 9.2 7 0.164 15.1 7.3 Sprinkler Overhead 308 91.94 5.6 0.1 9.2 7 0.165 15.2 7.3 Sprinkler Overhead 309 91.94 5.6 0.1 9.2 7 0.18 16.6 8.7 Sprinkler Overhead 310 91.94 5.6 0.1 9.2 7 0.17 15.7 7.8 Sprinkler Overhead 311 91.94 5.6 0.1 9.2 7 0.182 16.7 8.9 Sprinkler Overhead 312 91.94 5.6 0.1 9.2 7 0.166 15.3 7.5 Sprinkler Overhead 313 91.94 5.6 0.1 9.2 7 0.17 15.6 7.8 Sprinkler File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 6 Overhead 314 91.94 5.6 0.1 9.2 7 0.222 20.4 13.3 Sprinkler Overhead 316 91.94 5.6 0.1 9.2 7 0.165 15.2 7.3 Sprinkler Overhead 318 91.94 5.6 0.1 9.2 7 0.247 22.7 16.5 Sprinkler Overhead 319 91.94 5.6 0.1 9.2 7 0.164 15.1 7.2 Sprinkler Overhead 321 91.94 5.6 0.1 9.2 7 0.306 28.2 25.3 Sprinkler Overhead 322 91.94 5.6 0.1 9.2 7 0.289 26.6 22.5 Sprinkler Overhead 323 100 5.6 0.1 10 7 0.171 17.1 9.3 Sprinkler Overhead 324 100 5.6 0.1 10 7 0.178 17.8 10.1 Sprinkler File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 7 Job : SEATTLE GALVANIZING PLANT Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm ftÂ² psi psi gpm/psiÂ½ ft gpm gpm/ftÂ² psi gpm 304 Overhead Sprinkler 5.6 14.8 91.94 7 7 7.17 HEAD Open 5.6 0.161 -4.4 9.2 319 Overhead Sprinkler 5.6 15.1 91.94 7.2 7 7.17 HEAD Open 5.9 0.164 -4.4 9.2 301 Overhead Sprinkler 5.6 15.1 91.94 7.3 7 7.17 HEAD Open 5.9 0.164 -4.4 9.2 307 Overhead Sprinkler 5.6 15.1 91.94 7.3 7 7.17 HEAD Open 5.9 0.164 -4.4 9.2 316 Overhead Sprinkler 5.6 15.2 91.94 7.3 7 7.17 HEAD Open 6 0.165 -4.4 9.2 302 Overhead Sprinkler 5.6 15.2 91.94 7.3 7 7.17 HEAD Open 6 0.165 -4.4 9.2 308 Overhead Sprinkler 5.6 15.2 91.94 7.3 7 7.17 HEAD Open 6 0.165 -4.4 9.2 312 Overhead Sprinkler 5.6 15.3 91.94 7.5 7 7.17 HEAD Open 6.1 0.166 -4.4 9.2 303 Overhead Sprinkler 5.6 15.5 91.94 7.7 7 7.17 HEAD Open 6.3 0.169 -4.4 9.2 313 Overhead Sprinkler 5.6 15.6 91.94 7.8 7 7.17 HEAD Open 6.4 0.17 -4.4 9.2 310 Overhead Sprinkler 5.6 15.7 91.94 7.8 7 7.17 HEAD Open 6.5 0.17 -4.4 9.2 305 Overhead Sprinkler 5.6 16 91.94 8.2 7 7.17 HEAD Open 6.8 0.174 -4.4 9.2 323 Overhead Sprinkler 5.6 17.1 100 9.3 7 7.17 HEAD Open 7.1 0.171 -4.4 10 309 Overhead Sprinkler 5.6 16.6 91.94 8.7 7 7.17 HEAD Open 7.4 0.18 -4.4 9.2 306 Overhead Sprinkler 5.6 16.6 91.94 8.7 7 7.17 HEAD Open 7.4 0.18 -4.4 9.2 311 Overhead Sprinkler 5.6 16.7 91.94 8.9 7 7.17 HEAD Open 7.5 0.182 -4.4 9.2 324 Overhead Sprinkler 5.6 17.8 100 10.1 7 7.17 HEAD Open 7.8 0.178 -4.4 10 314 Overhead Sprinkler 5.6 20.4 91.94 13.3 7 7.17 HEAD Open 11.2 0.222 -4.4 9.2 318 Overhead Sprinkler 5.6 22.7 91.94 16.5 7 6.5 HEAD Open 13.5 0.247 -4.1 9.2 322 Overhead Sprinkler 5.6 26.6 91.94 22.5 7 7.17 HEAD Open 17.4 0.289 -4.4 9.2 321 Overhead Sprinkler 5.6 28.2 91.94 25.3 7 7.17 HEAD Open 19 0.306 -4.4 9.2 0018 Node 7.8 7.17 NODE -4.4 0017 Node 7.9 7.17 NODE -4.4 0010 Node 8.2 7.17 NODE -4.4 0016 Node 8.3 7.17 NODE -4.4 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 8 Job : SEATTLE GALVANIZING PLANT Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm ftÂ² psi psi gpm/psiÂ½ ft gpm gpm/ftÂ² psi gpm 0959 Node 9.3 7.17 NODE -4.4 0007 Node 12.1 6.5 NODE -4.1 0006 Node 12.1 6.5 NODE -4.1 0012 Node 12.6 6.5 NODE -4.1 0013 Node 13.6 6.5 NODE -4.1 0021 Node 14.7 6.5 NODE -4.1 0022 Node 17.4 6.5 NODE -4.1 0046 Node 34.9 7.17 NODE -4.4 0048 Node 38.3 7.17 NODE -4.4 0089 Node 46.3 19.06 NODE -9.6 0042 Node 47.3 19.25 NODE -9.6 0096 Node 49.2 18.02 NODE -9.1 0938-O Node 55.8 5.28 NODE -3.6 0938-I Node 56.8 4.14 NODE -3.1 0939-O Node 57.7 2.09 NODE -2.2 0939-I Node 63.5 1.93 NODE -2.1 0940 Node 64.2 0.5 NODE -1.5 H1 Outside Hose 65.8 100 -3 HOSE 0 100 0943 Node 65.8 -3 NODE 0 0944-O Node 66.4 -3 NODE 0 0944-I Node 66.5 -3 NODE 0 0945 Node 66.7 -3 NODE 0 W1 Supply 66.8 -466.3 -3 SUPPLY 0 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 9 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 304 7.17 5.6 14.8 1 1x(90 ell)=1.43 10.13 100 7 0010 7.17 14.8 1.049 1.43 0.1043 0 11.55 1.2 0010 7.17 15.5 1 1x(tee-Br)=3.56 4.07 100 8.2 0007 6.5 30.3 1.049 1x(90 ell)=1.43 4.99 0.3929 0.3 9.06 3.6 0007 6.5 0 2 2.15 100 12.1 0006 6.5 30.3 2.203 0 0.0106 0 2.15 0.0 0006 6.5 61.6 2 6.38 100 12.1 0012 6.5 91.9 2.203 0 0.0826 0 6.38 0.5 0012 6.5 51.4 2 5.43 100 12.6 0013 6.5 143.4 2.203 0 0.1881 0 5.43 1 0013 6.5 125 2 1.79 100 13.6 0021 6.5 268.4 2.203 0 0.6009 0 1.79 1.1 0021 6.5 20.4 2 3.97 100 14.7 0022 6.5 288.8 2.203 0 0.6881 0 3.97 2.7 0022 6.5 22.7 2 3x(90 ell)=14.59 7.84 100 17.4 0046 7.17 311.5 2.203 14.59 0.7918 -0.3 22.42 17.8 0046 7.17 54.8 2 3.16 100 34.9 0048 7.17 366.3 2.203 0 1.0688 0 3.16 3.4 0048 7.17 0 2.5 1x(tee-Br)=11.46 12.93 100 38.3 0089 19.06 366.3 2.705 2x(90 ell)=9.12 20.57 0.3933 -5.2 33.51 13.2 0089 19.06 -93.2 4 2x(90 ell)=13.32 90.09 100 46.3 0096 18.02 273.1 4.31 13.32 0.0236 0.5 103.4 2.4 0096 18.02 93.2 4 2x(90 ell)=13.32 13.85 100 49.2 0938-O 5.28 366.3 4.31 13.32 0.0407 5.5 27.17 1.1 0938-O 5.28 0 4 1.14 55.8 DPV-1 0938-I 4.14 366.3 0 0 0.4106 0.5 *** 1.14 0.5 0938-I 4.14 0 4 2.04 120 56.8 0939-O 2.09 366.3 4.31 0 0.029 0.9 2.04 0.1 0939-O 2.09 0 4 0.17 57.7 Ames 0939-I 1.93 366.3 0 0 34.3305 0.1 Deringer 30 0.17 5.7 *** 0939-I 1.93 0 4 1.43 120 63.5 0940 0.5 366.3 4.31 0 0.029 0.6 1.43 0.0 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 10 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0940 0.5 0 6 2x(90 ell)=34.91 9.12 140 64.2 0943 -3 366.3 6.4 34.91 0.0032 1.5 44.03 0.1 0943 -3 100 6 104.43 140 65.8 0944-O -3 466.3 6.4 0 0.005 0 104.43 0.5 0944-O -3 0 6 0.88 66.4 Gate A2360 0944-I -3 466.3 0 0 0.1143 0 *** 0.88 0.1 0944-I -3 0 6 1x(tee-Br)=43.72 1.21 140 66.5 0945 -3 466.3 6.4 43.72 0.005 0 44.93 0.2 0945 -3 0 8 124.91 140 66.7 W1 -3 466.3 8.55 0 0.0012 0 124.91 0.2 W1 66.8 Path No: 2 319 7.17 5.6 15.1 1.5 1x(90 ell)=4.02 5.75 100 7.2 316 7.17 5.6 15.1 1.728 4.02 0.0095 0 9.77 0.1 316 7.17 5.6 15.2 1.5 1x(tee-Br)=8.05 4.28 100 7.3 0018 7.17 30.2 1.728 8.05 0.0344 0 12.33 0.4 0018 7.17 31.5 2 1.8 100 7.8 310 7.17 5.6 61.7 2.203 0 0.0395 0 1.8 0.1 310 7.17 5.6 15.7 2 1.31 100 7.8 0017 7.17 77.4 2.203 0 0.06 0 1.31 0.1 0017 7.17 15.3 2 4.97 100 7.9 0016 7.17 92.7 2.203 0 0.0838 0 4.97 0.4 0016 7.17 15.6 2 5.43 100 8.3 311 7.17 5.6 108.3 2.203 0 0.1119 0 5.43 0.6 311 7.17 5.6 16.7 2 1x(tee-Br)=9.72 10.71 100 8.9 0013 6.5 125 2.203 2x(90 ell)=9.72 19.45 0.146 0.3 30.16 4.4 0013 13.6 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 11 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 301 7.17 5.6 15.1 1.5 1x(90 ell)=4.02 6.19 100 7.3 302 7.17 5.6 13.9 1.728 4.02 0.0081 0 10.22 0.1 302 7.17 5.6 15.2 1.5 2x(90 ell)=8.05 17.99 100 7.3 305 7.17 5.6 29.1 1.728 8.05 0.0319 0 26.04 0.8 305 7.17 5.6 16 1.5 8 100 8.2 306 7.17 5.6 45.1 1.728 0 0.072 0 8 0.6 306 7.17 5.6 16.6 1.5 1x(tee-Br)=8.05 7.59 100 8.7 0006 6.5 61.6 1.728 2x(90 ell)=8.05 16.1 0.1285 0.3 23.69 3 0006 12.1 Path No: 4 301 7.17 5.6 15.1 1.5 9.22 100 7.3 307 7.17 5.6 1.2 1.728 0 0.0001 0 9.22 0 307 7.17 5.6 15.1 1.5 8.3 100 7.3 308 7.17 5.6 16.3 1.728 0 0.0109 0 8.3 0.1 308 7.17 5.6 15.2 1.5 1x(tee-Br)=8.05 3.14 100 7.3 0018 7.17 31.5 1.728 8.05 0.037 0 11.19 0.4 0018 7.8 Path No: 5 312 7.17 5.6 15.3 1 1x(tee-Br)=3.56 0.47 100 7.5 0017 7.17 15.3 1.049 3.56 0.1106 0 4.04 0.4 0017 7.9 Path No: 6 303 7.17 5.6 15.5 1 1x(tee-Br)=3.56 1.13 100 7.7 0010 7.17 15.5 1.049 3.56 0.1135 0 4.69 0.5 0010 8.2 Path No: 7 313 7.17 5.6 15.6 1 1x(tee-Br)=3.56 0.98 100 7.8 0016 7.17 15.6 1.049 3.56 0.1153 0 4.54 0.5 0016 8.3 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 12 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 8 309 7.17 5.6 16.6 1 1x(tee-Br)=3.56 0.98 100 8.7 0959 7.17 16.6 1.049 3.56 0.128 0 4.55 0.6 0959 7.17 17.1 1.25 10.35 100 9.3 324 7.17 5.6 33.6 1.53 0 0.0757 0 10.35 0.8 324 7.17 5.6 17.8 1.25 1x(tee-Br)=7.07 2.7 100 10.1 0012 6.5 51.4 1.53 1x(90 ell)=3.54 10.61 0.1662 0.3 13.3 2.2 0012 12.6 Path No: 9 323 7.17 5.6 17.1 1.25 1.65 100 9.3 0959 7.17 17.1 1.53 0 0.0216 0 1.65 0.0 0959 9.3 Path No: 10 314 7.17 5.6 20.4 1 1x(tee-Br)=3.56 1.17 100 13.3 0021 6.5 20.4 1.049 1x(90 ell)=1.43 4.99 0.1883 0.3 6.16 1.2 0021 14.7 Path No: 11 318 6.5 5.6 22.7 1 1x(tee-Br)=3.56 0.5 100 16.5 0022 6.5 22.7 1.049 3.56 0.2306 0 4.06 0.9 0022 17.4 Path No: 12 322 7.17 5.6 26.6 1 9 100 22.5 321 7.17 5.6 26.6 1.049 0 0.308 0 9 2.8 321 7.17 5.6 28.2 1 1x(tee-Br)=3.56 4.59 100 25.3 0046 7.17 54.8 1.049 3.56 1.1742 0 8.16 9.6 0046 34.9 Path No: 13 H1 -3 100 6 1x(tee-Br)=43.72 1.76 140 65.8 0943 -3 100 6.4 43.72 0.0003 0 45.48 0.0 0943 65.8 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 13 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 14 0089 19.06 0 4 5x(90 ell)=33.29 296.04 100 46.3 0042 19.25 93.2 4.31 33.29 0.0032 -0.1 329.33 1.1 0042 19.25 0 4 1x(tee-Br)=16.69 385.05 100 47.3 0096 18.02 93.2 4.31 4x(90 ell)=26.63 43.33 0.0032 0.5 428.38 1.4 0096 49.2 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 30.83 ft/s occurs in the following pipe(s): (0048-0046) *** Device pressure loss (gain in the case of pumps) is calculated from the deviceâ€™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:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 14 Job : SEATTLE GALVANIZING PLANT Device Graphs Pressure vs. Flow Function Design Area: 3; Supply Ref.: W1; Supply Name:W1 90 85 80 75 70 65 60 55 50 45 40 Pressure, psi 35 30 25 20 15 10 5 0 0 700 1500 2000 2500 3000 3500 4000 4500 5000 Flow, gpm Pressure Loss Function Design Area: 3; BFP Ref.: 1029 (Ames Deringer 30, Size = 4); Inlet Node: 0939-I; Outlet Node: 0939-O 17.15 16.15 15.15 14.15 13.15 12.15 11.15 10.15 9.15 8.15 Pressure, psi7.15 5.7 psi @ 366.3 gpm 6.15 5.15 4.15 3.15 2.15 1.15 0.15 0 100 200 300 400 500 600 700 750 Flow, gpm File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 15 Job : SEATTLE GALVANIZING PLANT Device Graphs Pressure Loss Function Design Area: 3; DPV Ref.: 1030 (DPV-1, Size = 4); Inlet Node: 0938-I; Outlet Node: 0938-O 8.9 7.9 6.9 5.9 4.9 Pressure, psi3.9 2.9 1.9 0.5 psi @ 366.3 gpm 0.9 170 300 400 450 500 550 600 700 800 850 1000 1100 1200 1600 Flow, gpm Pressure Loss Function Design Area: 3; Valve Ref.: 1031 (Gate A2360, Size = 6); Inlet Node: 0944-I; Outlet Node: 0944-O 0.766 Pressure, psi 0.266 0.1 psi @ 466.3 gpm 0 50 100 250 500 2000 3400 4900 54065800 Flow, gpm File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 16 CALCULATION SUMMARY Project Name : SEATTLE GALVANIZING PLANT Project Location: 18520 67th Ave N.E. Contract No. : City: Arlington, WA 98223 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ftÂ²) (gpm) (psi) (gpm/ftÂ²) (psi) (gpm) # (gpm) (psi) Required 1 Demand (HW) OH1 1950 751.3 0.179 7 21.2 19 250 11.7 66.9 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev Date 2/6/2025 2025\Arlington Galvinizing Plant.dwg Page 1 Copyright Â© 2002-2012 Tyco Fire Protection Products HYDRAULIC CALCULATIONS for Job Information Project Name : SEATTLE GALVANIZING PLANT Contract No. : City: Arlington, WA 98223 Project Location: 18520 67th Ave N.E. Date: 5/13/2016 Contractor Information Name of Contractor: Burns Fire Protection, Inc Address: P.O.B. 1110 City: Granite Falls, Wa 98252 Phone Number: E-mail: Name of Designer: D. Yates Authority Having Jurisdiction: Arlington Design Remote Area Name 1 Remote Area Location SW CORNER Occupancy Classification OH1 Density (gpm/ftÂ²) 0.179 Area of Application (ftÂ²) 1950 Coverage per Sprinkler (ftÂ²) 118.3 Number of Calculated Sprinklers 19 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 250 Total Water Required (incl. Hose Streams) (gpm) 751.3 Required Pressure at Source (psi) 66.9 Type of System Dry Volume - Downstream DPV (gal) 1162.2 gal Water Supply Information Date 8/31/2023 Location 67th ave NE Source W1 Notes File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 2 Job : SEATTLE GALVANIZING PLANT Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (Optimized Hydraulic Simplified) File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 3 Job : SEATTLE GALVANIZING PLANT Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ftÂ³) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lbÂ·s/ftÂ²) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow (gpm) Pressure (psi) 0 79 5000 66 Supply Analysis Residual Available Static Pressure Flow Total Demand Required Pressure Node at Source Pressure Pressure (psi) (gpm) (gpm) (psi) (psi) (psi) W1 79 66 5000 78.6 751.3 66.9 Hoses Inside Hose Flow / Standpipe Demand (gpm) 0 Outside Hose Flow (gpm) 250 Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 Total Hose Flow (gpm) 250 Sprinklers Ovehead Sprinkler Flow (gpm) 501.3 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 501.3 Other Required Margin of Safety (%) 10 W1 - Pressure (psi) 66.9 W1 - Flow (gpm) 751.3 Demand w/o System Pump(s) N/A File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 4 Job : SEATTLE GALVANIZING PLANT Hydraulic Analysis for : 1 Supply Supply; Safety Pressure System Demand Available At Source 100 90 78.6 psi @ 751.3 gpm S1 80 70 D2 S2 63.493 60 50 Pressure, psi 40 30 20 D1 10 0 0 1500 2000 2500 3000 3500 4000 4500 5000 5500 Flow, gpm File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev Date 2/6/2025 2025\Arlington Galvinizing Plant.dwg Page 5 Copyright Â© 2002-2012 Tyco Fire Protection Products Job : SEATTLE GALVANIZING PLANT Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point #1 - Static 0 79 S2 Supply point #2 - Residual 5000 66 D1 Elevation Pressure 0 13.6 D2 System Demand 751.3 66.9 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 78.5 836.1 11.7 751.3 Supply; Safety Pressure 70.7 780.2 3.9 751.3 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ftÂ²) (gpm/psiÂ½) (gpm/ftÂ²) (gpm) (psi) (gpm/ftÂ²) (gpm) (psi) Overhead 101 118.3 8 0.15 17.7 7 0.179 21.2 7 Sprinkler Overhead 102 118.3 8 0.15 17.7 7 0.191 22.6 8 Sprinkler Overhead 103 118.3 8 0.15 17.7 7 0.209 24.7 9.5 Sprinkler Overhead 104 118.3 8 0.15 17.7 7 0.233 27.6 11.9 Sprinkler Overhead 105 118.3 8 0.15 17.7 7 0.265 31.4 15.4 Sprinkler Overhead 106 118.3 8 0.15 17.7 7 0.179 21.2 7 Sprinkler Overhead 107 118.3 8 0.15 17.7 7 0.191 22.6 7.9 Sprinkler Overhead 108 118.3 8 0.15 17.7 7 0.208 24.6 9.5 Sprinkler Overhead 109 118.3 8 0.15 17.7 7 0.233 27.5 11.8 Sprinkler Overhead 110 118.3 8 0.15 17.7 7 0.265 31.4 15.4 Sprinkler Overhead 111 118.3 8 0.15 17.7 7 0.179 21.2 7 Sprinkler Overhead 112 118.3 8 0.15 17.7 7 0.191 22.6 7.9 Sprinkler Overhead 113 118.3 8 0.15 17.7 7 0.208 24.6 9.5 Sprinkler File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 6 Overhead 114 118.3 8 0.15 17.7 7 0.233 27.5 11.8 Sprinkler Overhead 115 118.3 8 0.15 17.7 7 0.265 31.4 15.4 Sprinkler Overhead 116 118.3 8 0.15 17.7 7 0.23 27.2 11.5 Sprinkler Overhead 117 118.3 8 0.15 17.7 7 0.24 28.4 12.6 Sprinkler Overhead 118 118.3 8 0.15 17.7 7 0.257 30.4 14.4 Sprinkler Overhead 119 118.3 8 0.15 17.7 7 0.282 33.4 17.4 Sprinkler File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 7 Job : SEATTLE GALVANIZING PLANT Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm ftÂ² psi psi gpm/psiÂ½ ft gpm gpm/ftÂ² psi gpm 111 Overhead Sprinkler 8 21.2 118.3 7 7 28.35 HEAD Open 3.4 0.179 -13.6 17.7 106 Overhead Sprinkler 8 21.2 118.3 7 7 28.35 HEAD Open 3.4 0.179 -13.6 17.7 101 Overhead Sprinkler 8 21.2 118.3 7 7 28.35 HEAD Open 3.5 0.179 -13.6 17.7 112 Overhead Sprinkler 8 22.6 118.3 7.9 7 26.65 HEAD Open 4.8 0.191 -12.8 17.7 107 Overhead Sprinkler 8 22.6 118.3 7.9 7 26.65 HEAD Open 4.8 0.191 -12.8 17.7 102 Overhead Sprinkler 8 22.6 118.3 8 7 26.65 HEAD Open 4.8 0.191 -12.8 17.7 113 Overhead Sprinkler 8 24.6 118.3 9.5 7 24.95 HEAD Open 6.9 0.208 -12.1 17.7 108 Overhead Sprinkler 8 24.6 118.3 9.5 7 24.95 HEAD Open 6.9 0.208 -12.1 17.7 103 Overhead Sprinkler 8 24.7 118.3 9.5 7 24.95 HEAD Open 6.9 0.209 -12.1 17.7 116 Overhead Sprinkler 8 27.2 118.3 11.5 7 26.65 HEAD Open 9.4 0.23 -12.8 17.7 114 Overhead Sprinkler 8 27.5 118.3 11.8 7 23.4 HEAD Open 9.8 0.233 -11.4 17.7 109 Overhead Sprinkler 8 27.5 118.3 11.8 7 23.4 HEAD Open 9.8 0.233 -11.4 17.7 104 Overhead Sprinkler 8 27.6 118.3 11.9 7 23.4 HEAD Open 9.8 0.233 -11.4 17.7 117 Overhead Sprinkler 8 28.4 118.3 12.6 7 24.95 HEAD Open 10.7 0.24 -12.1 17.7 118 Overhead Sprinkler 8 30.4 118.3 14.4 7 23.4 HEAD Open 12.6 0.257 -11.4 17.7 115 Overhead Sprinkler 8 31.4 118.3 15.4 7 21.97 HEAD Open 13.6 0.265 -10.8 17.7 110 Overhead Sprinkler 8 31.4 118.3 15.4 7 21.97 HEAD Open 13.6 0.265 -10.8 17.7 105 Overhead Sprinkler 8 31.4 118.3 15.4 7 21.97 HEAD Open 13.7 0.265 -10.8 17.7 119 Overhead Sprinkler 8 33.4 118.3 17.4 7 21.97 HEAD Open 15.6 0.282 -10.8 17.7 0141 Node 34.8 17.99 NODE -9.1 0140 Node 34.8 17.96 NODE -9.1 0030 Node 34.8 18.01 NODE -9.1 0138 Node 34.9 17.94 NODE -9.1 0096 Node 43.2 18.02 NODE -9.1 0938-O Node 50.7 5.28 NODE -3.6 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 8 Job : SEATTLE GALVANIZING PLANT Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm ftÂ² psi psi gpm/psiÂ½ ft gpm gpm/ftÂ² psi gpm 0938-I Node 52 4.14 NODE -3.1 0939-O Node 53 2.09 NODE -2.2 0939-I Node 62.1 1.93 NODE -2.1 0940 Node 62.8 0.5 NODE -1.5 H1 Outside Hose 64.5 250 -3 HOSE 0 250 0943 Node 64.6 -3 NODE 0 0944-O Node 65.9 -3 NODE 0 0944-I Node 66 -3 NODE 0 0945 Node 66.5 -3 NODE 0 W1 Supply 66.9 -751.3 -3 SUPPLY 0 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 9 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 111 28.35 8 21.2 1.5 11.85 100 7 112 26.65 8 21.2 1.728 0 0.0178 0.7 11.85 0.2 112 26.65 8 22.6 1.5 11.85 100 7.9 113 24.95 8 43.7 1.728 0 0.068 0.7 11.85 0.8 113 24.95 8 24.6 1.5 10.81 100 9.5 114 23.4 8 68.4 1.728 0 0.1557 0.7 10.81 1.7 114 23.4 8 27.5 1.5 9.98 100 11.8 115 21.97 8 95.9 1.728 0 0.2914 0.6 9.98 2.9 115 21.97 8 31.4 1.5 1x(tee-Br)=8.05 23.89 100 15.4 0140 17.96 127.3 1.728 1x(90 ell)=4.02 12.07 0.4922 1.7 35.96 17.7 0140 17.96 13.9 4 10 100 34.8 0138 17.94 141.2 4.31 0 0.007 0.0 10 0.1 0138 17.94 119.3 4 5x(90 ell)=33.29 351.41 100 34.9 0096 18.02 260.5 4.31 33.29 0.0216 0.0 384.7 8.3 0096 18.02 240.8 4 2x(90 ell)=13.32 13.85 100 43.2 0938-O 5.28 501.3 4.31 13.32 0.0727 5.5 27.17 2 0938-O 5.28 0 4 1.14 50.7 DPV-1 0938-I 4.14 501.3 0 0 0.7591 0.5 *** 1.14 0.9 0938-I 4.14 0 4 2.04 120 52 0939-O 2.09 501.3 4.31 0 0.0519 0.9 2.04 0.1 0939-O 2.09 0 4 0.17 53 Ames 0939-I 1.93 501.3 0 0 54.2493 0.1 Deringer 30 0.17 9 *** 0939-I 1.93 0 4 1.43 120 62.1 0940 0.5 501.3 4.31 0 0.0519 0.6 1.43 0.1 0940 0.5 0 6 2x(90 ell)=34.91 9.12 140 62.8 0943 -3 501.3 6.4 34.91 0.0057 1.5 44.03 0.3 0943 -3 250 6 104.43 140 64.6 0944-O -3 751.3 6.4 0 0.012 0 104.43 1.3 0944-O -3 0 6 0.88 65.9 Gate A2360 0944-I -3 751.3 0 0 0.1131 0 *** 0.88 0.1 0944-I -3 0 6 1x(tee-Br)=43.72 1.21 140 66 0945 -3 751.3 6.4 43.72 0.012 0 44.93 0.5 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 10 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0945 -3 0 8 124.91 140 66.5 W1 -3 751.3 8.55 0 0.0029 0 124.91 0.4 W1 66.9 Path No: 2 106 28.35 8 21.2 1.5 11.85 100 7 107 26.65 8 21.2 1.728 0 0.0178 0.7 11.85 0.2 107 26.65 8 22.6 1.5 11.85 100 7.9 108 24.95 8 43.7 1.728 0 0.0681 0.7 11.85 0.8 108 24.95 8 24.6 1.5 10.81 100 9.5 109 23.4 8 68.4 1.728 0 0.1558 0.7 10.81 1.7 109 23.4 8 27.5 1.5 9.98 100 11.8 110 21.97 8 95.9 1.728 0 0.2916 0.6 9.98 2.9 110 21.97 8 31.4 1.5 1x(tee-Br)=8.05 23.86 100 15.4 0141 17.99 127.3 1.728 1x(90 ell)=4.02 12.07 0.4924 1.7 35.93 17.7 0141 17.99 -13.9 4 10 100 34.8 0030 18.01 113.4 4.31 0 0.0046 0.0 10 0.0 0030 18.01 127.4 4 1x(tee-Br)=16.69 389.77 100 34.8 0096 18.02 240.8 4.31 6x(90 ell)=39.95 56.64 0.0187 0 446.42 8.4 0096 43.2 Path No: 3 101 28.35 8 21.2 1.5 11.85 100 7 102 26.65 8 21.2 1.728 0 0.0178 0.7 11.85 0.2 102 26.65 8 22.6 1.5 11.85 100 8 103 24.95 8 43.8 1.728 0 0.0682 0.7 11.85 0.8 103 24.95 8 24.7 1.5 10.81 100 9.5 104 23.4 8 68.4 1.728 0 0.1561 0.7 10.81 1.7 104 23.4 8 27.6 1.5 9.98 100 11.9 105 21.97 8 96 1.728 0 0.2921 0.6 9.98 2.9 105 21.97 8 31.4 1.5 1x(tee-Br)=8.05 23.83 100 15.4 0030 18.01 127.4 1.728 1x(90 ell)=4.02 12.07 0.4933 1.7 35.9 17.7 0030 34.8 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 11 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 116 26.65 8 27.2 1.5 11.85 100 11.5 117 24.95 8 27.2 1.728 0 0.0282 0.7 11.85 0.3 117 24.95 8 28.4 1.5 10.81 100 12.6 118 23.4 8 55.6 1.728 0 0.1061 0.7 10.81 1.1 118 23.4 8 30.4 1.5 9.98 100 14.4 119 21.97 8 85.9 1.728 0 0.238 0.6 9.98 2.4 119 21.97 8 33.4 1.5 1x(tee-Br)=8.05 23.91 100 17.4 0138 17.94 119.3 1.728 1x(90 ell)=4.02 12.07 0.437 1.7 35.99 15.7 0138 34.9 Path No: 5 H1 -3 250 6 1x(tee-Br)=43.72 1.76 140 64.5 0943 -3 250 6.4 43.72 0.0016 0 45.48 0.1 0943 64.6 Path No: 6 0141 17.99 0 4 10 100 34.8 0140 17.96 13.9 4.31 0 0.0001 0.0 10 0 0140 34.8 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.43 ft/s occurs in the following pipe(s): (0030-105) *** Device pressure loss (gain in the case of pumps) is calculated from the deviceâ€™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:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 12 Job : SEATTLE GALVANIZING PLANT Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 90 85 80 75 70 65 60 55 50 45 40 Pressure, psi 35 30 25 20 15 10 5 0 0 700 1500 2000 2500 3000 3500 4000 4500 5000 Flow, gpm Pressure Loss Function Design Area: 1; BFP Ref.: 1025 (Ames Deringer 30, Size = 4); Inlet Node: 0939-I; Outlet Node: 0939-O 17.15 16.15 15.15 14.15 13.15 12.15 11.15 9 psi @ 501.3 gpm 10.15 9.15 8.15 Pressure, psi7.15 6.15 5.15 4.15 3.15 2.15 1.15 0.15 0 100 200 300 400 500 600 700 750 Flow, gpm File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 13 Job : SEATTLE GALVANIZING PLANT Device Graphs Pressure Loss Function Design Area: 1; DPV Ref.: 1026 (DPV-1, Size = 4); Inlet Node: 0938-I; Outlet Node: 0938-O 8.9 7.9 6.9 5.9 4.9 Pressure, psi3.9 2.9 1.9 0.9 psi @ 501.3 gpm 0.9 170 300 400 450 500 550 600 700 800 850 1000 1100 1200 1600 Flow, gpm Pressure Loss Function Design Area: 1; Valve Ref.: 1027 (Gate A2360, Size = 6); Inlet Node: 0944-I; Outlet Node: 0944-O 0.766 Pressure, psi 0.266 0.1 psi @ 751.3 gpm 0 50 100 250 500 2000 3400 4900 54065800 Flow, gpm File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - rev 2025\Arlington Galvinizing Plant.dwg Date 2/6/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 14 Burns Fire Protection Systems, Inc. P.O. Box 1110 Granite Falls, WA 98252 PH: (425) 388-0124 Arlington Galvanizing Plant 18500 67th Ave NE Arlington, WA 98223 Item No DESCRIPTION MANUFACTURER MFG. NO. FINISH REMARKS Backflow Preventor Ames Deringer 30 Check Valve Tyco CV-1 Electric Bell Potter Red Dry Valve Tyco DPV-1 Sprinkler Head Viking VK200 Sprinkler Head Viking VK300 Sprinkler Head Viking VK305 Storage Cabinet FPPI Red 12 Head Steel Pipe Bull Moose Sch 10/40 | Eddy Flow Blk Sammy Screw All Buildex Hangers Caddy Revolver Swivel Anvil Fig 550 Seismic Bracing Afcon AF730 Sway Brace Afcon AF001 Grooved Coupling Victaulic 009H Orange Grooved Fitting Victaulic Orange Mech Tee Tyco 730 Orange Threaded Fittings Shurjoint Blk ES-A-Deringer 30 Job Name â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“ Contractor â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“ Job Location â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“ Approval â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“ Engineer â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“ Contractorâ€™s P.O. No. â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“ Approval â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“ Representative â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“â€“ LEAD FREE* DeringerTM 30 Double Check Detector Assembly Sizes: 2"** â€“ 8" VERTICAL The DeringerTM 30 Double Check Detector Assembly (DCDA-II) HORIZONTAL prevents non-health hazard pollutants from entering a potable water supply system when backpressure and/or backsiphonage conditions occur. Used primarily on fire Approved for Fire Protection, Waterworks, Plumbing, sprinkler systems when monitoring of unauthorized water and Irrigation Applications. use is required. Materials Features Valve Housing: 304 Stainless Steel â€¢ Integral shutoff valves indoor/outdoor application Valve Cover: 304 Stainless Steel â€¢ 100% stainless steel housing SOV Disks: EPDM/304SS â€¢ Tamper-resistant test cocks SOV Shafts: 304 Stainless Steel â€¢ Patented Dual-actionTM check modules Bypass Spring 302 Stainless Steel - Poppet action at low flow SOV Bearings: TeflonÂ® fluoropolymer/Bronze - Swing action at high flow Non-wetted Bolts: Grade 8 Zinc Plated â€¢ Lead Free* Bronze bypass components Check Disks: Silicone (NSF) â€¢ CuFt or gallons bypass meter Wetted Fasteners: 18-8 Stainless Steel â€¢ DCDA-II single check bypass Bypass Components: Lead Free Bronze â€¢ Silicone elastomer check discs Check Springs: 17-7 Stainless Steel â€¢ Prewired supervisory switches Check Pins: 17-7/18-8 Stainless Steel â€¢ Flange adapters available Check Seats: NorylÂ® Polymer (NSF) â€¢ IPS grooved ends O-rings: Buna-N (NSF) Bypass Internals: ABS Polymer (NSF) Specifications Pressure â€” Temperature The Deringer 30 Double Check Detector Assembly shall utilize Temperature Range: 33Â°F â€“ 140Â°F two independent Dual-action check modules and two integral resiliently seated shut-off valves all of which shall be contained Working Pressure: 10 â€“ 175psi within a single rigid valve housing constructed entirely of 304 stainless steel. Both integral shutoff valves shall include *The wetted surface of this product contacted by consumable pre-wired supervisory tamper switches contained within a water contains less than 0.25% of lead by weight. weatherproof actuator housing approved for both indoor and outdoor use. Dual-action check modules shall operate as a TeflonÂ® is a registered trademark of The Chemours Company. â€œpoppet styleâ€ check under low flow conditions, operate as NorylÂ® is a registered trademark of SABIC Global Technologies B.V. a â€œswing styleâ€ check under high flow conditions and utilize replaceable silicone elastomer sealing discs. Assembly test NOTICE cocks shall be handle-less and operate via a tamper resistant The information contained herein is not actuator. Assembly shall have a single full access service port intended to replace the full product installa- and cover with an â€œinlineâ€ replaceable elastomer seal. The tion and safety information available or the bypass assembly shall include a meter registering either experience of a trained product installer. You gallons or cubic feet, a single check valve and required test are required to thoroughly read all installation cocks. Assembly shall be serviceable without special tools and instructions and product safety information approved for both horizontal and vertical applications. before beginning the installation of this product. Ames Fire & Waterworks product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measure- ments, please contact Ames Fire & Waterworks Technical Service. Ames Fire & Waterworks reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames Fire & Waterworks products previously or subsequently sold. = Rated Flow = UL Tested = 15 fps Flow Performance 2Â½"/2"** Pressure Loss (psid) Rate of Flow (gpm) * Specific orientation & agency flow characteristics available on website Pressure Loss (psid) Rate of Flow (gpm) * Specific orientation & agency flow characteristics available on website Standards AWWA C510-07 Compliant NSF/ANSI 372, UL CERTIFIED LEAD FREE Dimensions â€” Weights End Connections - IPS Groove for Steel Pipe: AWWA C606 - Flange Adapters: ANSI B16.1 Class 125 Ht D H Hb L W Size Model Ht Hb L D H W Weight in. in. mm in. mm in. mm in. mm in. mm in. mm lbs kg 2 1 (2 â„2)** 30 7.1 180 2.9 74 22.3 566 0.0 0 10.0 254 11.0 279 52 24 21â„ 2 30 7.1 180 2.9 74 18.7 475 0.0 0 10.0 254 11.0 279 47 21 3 30 7.4 188 2.9 74 18.7 475 0.0 0 10.3 262 11.0 279 49 22 4 30 7.9 201 3.1 79 18.7 475 0.2 5 11.0 279 11.0 279 51 23 6 30 10.1 257 4.5 114 25 726 1.0 25 14.6 370 16.9 429 99 45 8 30 10.4 264 5.4 137 31.0 787 1.8 46 15.8 401 13.8 351 150 68 **2" size utilizes a 2 Â½" assembly with 2 Â½" groove to 2" female NPT adapter and couplings. Adapter and couplings ship unassembled. USA: Backflow T: (978) 689-6066 â€¢ F: (978) 975-8350 â€¢ AmesFireWater.com USA: Control Valves T: (713) 943-0688 â€¢ F: (713) 944-9445 â€¢ AmesFireWater.com Canada: T: (905) 332-4090 â€¢ F: (905) 332-7068 â€¢ AmesFireWater.ca Latin America: T: (52) 55-4122-0138 â€¢ AmesFireWater.com ES-A-Deringer 30 1951 Â© 2020 Watts Worldwide www.tyco-fire.com Contacts Model CV-1FR Grooved-End Riser Check Valves 2 Inch to 12 Inch (DN50 to DN300) General NOTICE The Model CV-1FR Riser Check Valve Description described herein must be installed and maintained in compliance with The TYCO Model CV-1FR Grooved- this document and with the applicable End Riser Check Valve is a compact standards of the NATIONAL FIRE PRO- and rugged swing-type unit that allows TECTION ASSOCIATION, in addition to water flow in one direction and pre- the standards of any authorities having vents flow in the opposite direction. jurisdiction. Failure to do so may impair A resilient elastomer seal facing on the performance of this device. the spring-loaded clapper ensures a Never remove any piping component leak-tight seal and non-sticking opera- nor correct or modify any piping defi- tion. The Model CV-1FR Riser Check ciencies without first de-pressurizing Valves are designed to minimize water and draining the system. Failure to do hammer caused by flow reversal. so may result in serious personal injury, The Model CV-1FR Riser Check Valve property damage, and/or impaired is furnished with grooved ends and device performance. can be installed using GRINNELL The owner is responsible for maintain- Grooved Couplings or GRINNELL ing their fire protection system and Installation Figure 71 Flange Adapters. The Model devices in proper operating condition. CV-1FR Riser Check Valves have been Contact the installing contractor or The Model CV-1FR Riser Check Valves designed with a removable cover for manufacturer with any questions. are to be installed in accordance with ease of field maintenance. These valves this section: can be installed horizontally (with cover in the upward position) or vertically with Technical 1. The arrow cast on the Body must the flow in the upward direction. Refer point in the direction of the flow. to Figure 6. Data 2. Valves installed vertically must To facilitate their use in wet-type auto- Approvals be positioned with the flow in the matic sprinkler system risers, the UL, C-UL Listed upward direction. Model CV-1FR Riser Check Valves are FM Approved 3. Valves installed horizontally must be provided with threaded outlets for pres- Sizes sure gauges and a drain connection. 2 in. to 12 in. (DN50 to DN300) positioned with the Cover facing up. Refer to Figure 6. They provide a more compact and eco- Maximum Working Pressure nomical alternative to an alarm check 300 psi (20,7 bar) 4. Grooved-end pipe couplings used valve where a water motor alarm is not Valve Assembly Finish with the Model CV-1FR Riser Check required. Provisions must be made for Red, non-lead paint Valve must be installed in accordance a local alarm using an approved flow with manufacturerâ€™s instructions. switch (not included). NOTE: Valves should be installed a The Model CV-1FR Riser Check Valve reasonable distance downstream from is also Listed for use in conjunction pumps, elbows, expanders, reducers, with the TYCO DV-5 Deluge Valve in or other similar devices to extend the Preaction Systems under air pressure valve life. Standard piping practices without the use of prime water. call for a minimum of five times the pipe diameter for general use. The Model CV-1FR Riser Check Valves are a redesign for the Central Figure 590FR and GRINNELL Figure 590FR. IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Page 1 of 6 DECEMBER 2020 TFP950 TFP950 Page 2 of 6 A B 1/4" 1/4" NPT NPT C O.D. D J K E F Nominal Dimensions Nominal Pipe Size Inches Cover Approx. (mm) Bolt Weight Torque ANSI O.D. K lb-ft lb Inches Inches A B C D E F J Inches (NÂ·m) (kg) DN (mm) NPT 2 2.375 6.75 4.38 1.96 2.57 3.25 4.37 1.56 7 9.0 1 DN50 (60,3) (171,5) (111,3) (49,8) (65,3) (82,3) (111,0) (39,6) (10) (4,5) 2-1/2 2.875 8.00 5.38 2.63 3.09 3.87 5.12 1.73 10 10.0 1-1/4 DN65 (73,0) (203,2) (136,7) (66,8) (78,5) (98,3) (130,0) (43,9) (14) (4,5) 76,1 - 8.00 5.38 2.63 3.09 3.87 5.12 1.72 10 10.0 1-1/4 DN65 (76,1) (203,2) (136,7) (66,8) (78,5) (98,3) (130,0) (43,7) (14) (4,5) 3 3.500 8.37 5.72 2.81 3.31 3.87 5.12 1.72 10 11.0 1-1/4 DN80 (88,9) (212,6) (145,3) (71,4) (84,1) (98,3) (130,0) (43,7) (14) (5,0) 4 4.500 9.63 6.68 3.80 3.63 4.53 5.78 2.12 10 25.0 2 DN100 (114,3) (245,6) (169,7) (96,5) (92,2) (115,4) (146,8) (53,8) (14) (11,3) 139.7 - 10.50 7.40 4.46 4.13 4.90 7.00 2.09 10 29.0 2 DN125 (139,7) (266,7) (188,0) (113,2) (104,9) (124,5) (177,8) (53,1) (14) (13,2) 5 5.563 10.50 7.40 4.46 4.13 4.90 7.00 2.09 10 29.0 2 DN125 (141,3) (266,7) (188,0) (113,2) (104,9) (124,5) (177,8) (53,1) (14) (13,2) 165.1 - 11.50 8.00 4.62 4.50 5.00 7.25 2.00 30 47.0 2 DN150 (165,1) (292,1) (203,2) (117,4) (114,3) (127,0) (184,2) (50,8) (40) (21,3) 6 6.625 11.50 8.00 4.62 4.50 5.00 7.25 2.00 30 47.0 2 DN150 (168,3) (292,1) (203,2) (117,4) (114,3) (127,0) (184,2) (50,8) (40) (21,3) 8 8.625 14.00 10.14 6.67 5.52 5.46 10.50 2.43 50 66.0 2 DN200 (219,1) (355,6) (257,6) (169,4) (140,2) (138,7) (266,7) (61,7) (68) (30,0) 10 10.750 18.00 12.38 8.62 6.41 7.50 10.75 3.38 70 109.7 2 DN250 (273,1) (457,2) (314,5) (218,9) (162,8) (190,5) (273,1) (85,9) (95) (49,4) 12 12.750 21.0 14.28 9.93 7.27 7.62 10.00 3.13 80 151.0 2 DN300 (323,9) (533,4) (362,7) (252,2) (184,7) (193,5) (254,0) (79,5) (108) (68,0) FIGURE 1 MODEL CV-1FR RISER CHECK VALVES NOMINAL DIMENSIONS TFP950 Page 3 of 6 8 8 4,15 17 16 9 5 2 SEE 2 7 9 VIEW A 2 7 5 3 2" - 8" 10" - 12" (DN50-DN200) (DN250 - DN300) VIEW A 13 5 13 11,15 11 14,15 18 SEE 6 DETAIL B 5 6 2" - 8" 10" - 12" 1 (DN50-DN200) (DN250 - DN300) DETAIL B Detail Part Material Qty. Detail Part Material Qty. Detail Part Material Qty. Clapper EPDM Stainless 1 Body Ductile Iron 1 6 1 14 Locknut 1 Facing Grade â€œEâ€ Steel Stainless Thread 2 Cover Ductile Iron 1 7 Spring 1 15 Adhesive AR Steel Sealer Cover Hinge Stainless 3 Nitrile Rubber 1 8 1 16 Nameplate Aluminum 1 Gasket Shaft Steel Hex Cap Steel, Zinc Retaining Stainless 4 AR 9 AR 17 Rivet Steel 2 Screw Plated Ring Steel Clapper Stainless Retention Stainless Stainless 2Ë - 8Ë 11 1 18 Spacer 1 Steel Bolt Steel Steel (DN50-200) 5 1 Clapper Retaining Stainless 10Ë - 12Ë Ductile Iron 13 1 Disc Steel (DN250-300) FIGURE 2 MODEL CV-1FR RISER CHECK VALVES ASSEMBLY FLOW RATE IN LITRES PER MINUTE (LPM) (1 GPM = 3,785 LPM) 500 700 1000 2000 3000 5000 7000 10000 20000 30000 50000 5.0 0,30 4.0 3.0 0,20 2 INCH (DN50) 2.0 2-1/2 INCH (DN65)3 INCH (DN80) 4 INCH (DN100) 5 INCH (DN125) 0,10 6 INCH (DN150) 0,09 0,08 8 INCH (DN200) 1.0 0,07 (1 PSI = 0,06895 BAR) NOMINAL PRESSURE DROP0.9 10 INCH (DN250) 0,06 0.8 12 INCH (DN300) 0.7 0,05 NOMINAL PRESSURE DROP IN BAR IN POUNDS PER SQUARE INCH (PSI) 0.6 0,04 0.5 100 200 300 400 600 1000 2000 3000 4000 6000 10000 15000 FLOW RATE IN GALLONS PER MINUTE (GPM) FIGURE 3 MODEL CV-1FR RISER CHECK VALVES PRESSURE LOSS DATA TFP950 Page 4 of 6 A C E B D Nominal Dimensions Nominal Pipe Size Inches (mm) ANSI O.D. E Inches Inches A B C D Inches DN (mm) NPT 2 2.375 6.75 5.87 3.25 9.52 1 DN50 (60,3) (171,5) (149,1) (82,6) (241,9) 2-1/2 2.875 8.00 6.66 3.87 10.80 1-1/4 DN65 (73,0) (203,2) (169,2) (98,3) (274,3) 76,1 â€“ 8.00 6.66 3.87 10.80 1-1/4 DN65 (76,1) (203,2) (169,2) (98,3) (274,3) 3 3.500 8.37 6.88 3.87 11.02 1-1/4 DN80 (88,9) (212,6) (174,8) (98,3) (279,9) 4 4.500 9.63 7.63 4.53 11.92 2 DN100 (114,3) (244,6) (193,7) (115,1) (302,7) 139,7 â€“ 10.50 8.13 4.90 12.42 2 DN125 (139,7) (266,7) (206,4) (124,5) (315,4) 5 5.563 10.50 8.13 4.90 12.42 2 DN125 (141,3) (266,7) (206,4) (124,5) (315,4) 165,1 â€“ 11.50 8.50 5.00 12.79 2 DN150 (165,1) (292,1) (215,8) (127,0) (324,8) 6 6.625 11.50 8.50 5.00 12.79 2 DN150 (168,3) (292,1) (215,8) (127,0) (324,8) 8 8.625 14.00 9.52 5.46 13.81 2 DN200 (219,1) (355,6) (241,7) (138,7) (350,7) 10 10.750 18.00 10.41 7.50 14.70 2 DN250 (273,1) (457,2) (264,3) (190,5) (373,3) 12 12.750 21.00 11.27 7.62 15.56 2 DN300 (323,9) (533,4) (286,1) (193,5) (395,2) FIGURE 4 MODEL CV-1FR RISER CHECK VALVE WITH TRIM COMPONENTS NOMINAL DIMENSIONS TFP950 Page 5 of 6 P/N 59-591-1-020 2 Inch (DN50) NO. DESCRIPTION QTY. P/N 1 300 psi/ 2000 kPa NOTES: MAIN DRAIN VALVE Water Pressure Gauge . . 2 92-343-1-005 1. All Fittings and Nipples are 2 1/4" Gauge Test Valve . . 2 46-005-1-002 galvanized (Standard Order). (NORMALLY 3 1/4" Plug . . . . . . . . . . . . . 2 CH 2. CH: Common Hardware. CLOSED) 4 1" Angle Valve . . . . . . . . . 1 46-048-1-006 5 1/4" x 2" Nipple. . . . . . . . 1 CH 6 1/4" x 5" Nipple. . . . . . . . 1 CH 7 1" x 3" Nipple. . . . . . . . . . 1 CH 7 4 P/N 59-591-1-030 2-1/2 Inch (DN65) through 3 Inch (DN80) NO. DESCRIPTION QTY. P/N SYSTEM 1 300 psi/ 2000 kPa PRESSURE Water Pressure Gauge . . 2 92-343-1-005 2 1/4" Gauge Test Valve . . 2 46-005-1-002 GAUGE 3 1/4" Plug . . . . . . . . . . . . . 2 CH 4 . . . . . . 1 SUPPLY 1-1/4" Angle Valve 1 46-048-1-007 5 1/4" x 2" Nipple. . . . . . . . 1 CH 2 PRESSURE 6 1/4" x 5" Nipple. . . . . . . . 1 CH GAUGE 7 1-1/4" x 3" Nipple. . . . . . . 1 CH 5 3 P/N 59-591-1-080 4 Inch (DN100) through 12 Inch (DN300) MODEL CV-1FR 1 NO. DESCRIPTION QTY. P/N RISER CHECK 1 300 psi/ 2000 kPa VALVE 2 Water Pressure Gauge . . 2 92-343-1-005 6 2 1/4" Gauge Test Valve . . 2 46-005-1-002 3 3 1/4" Plug . . . . . . . . . . . . . 2 CH 4 2" Angle Valve . . . . . . . . . 1 46-048-1-009 5 1/4" x 2" Nipple. . . . . . . . 1 CH 6 1/4" x 5" Nipple. . . . . . . . 1 CH 7 2" x 3" Nipple. . . . . . . . . . 1 CH FIGURE 5 MODEL CV-1FR RISER CHECK VALVES TRIM PARTS LIST COVER OUTLET INLET OUTLET FLOW COVER FLOW INLET VERTICAL ORIENTATION HORIZONTAL ORIENTATION FIGURE 6 MODEL CV-1FR RISER CHECK VALVES INSTALLATION TFP950 Page 6 of 6 Care and Limited Maintenance Warranty Before closing a fire protection system For warranty terms and conditions, visit main control valve for maintenance www.tyco-fire.com. work on the fire protection system that it controls, obtain permission to Ordering shut down the affected fire protection system from the proper authorities Procedure and notify all personnel who may be affected by this decision. Contact your local distributor for avail- After placing a fire protection system ability. When placing an order, indicate in service, notify the proper authorities the full product name and Part Number and advise those responsible for moni- (P/N). toring proprietary and/or central station Model CV-1FR Check Valves alarms. Specify: Size and P/N (below): The owner is responsible for the inspec- 2 in. (DN50) ............. P/N 59-590-1-020 tion, testing, and maintenance of their 2-1/2 in. (DN65) .......... P/N 59-590-1-025 fire protection system and devices in 76,1 mm (DN65) ......... P/N 59-590-1-076 compliance with this document, as well 3 in. (DN80) .............P/N 59-590-1-030 as with the applicable standards of the 4 in. (DN100) ............ P/N 59-590-1-040 NATIONAL FIRE PROTECTION ASSO- 139,7 mm (DN125) ....... P/N 59-590-1-139 CIATION such as NFPA 25, in addition 5 in. (DN125) ............ P/N 59-590-1-050 to the standards of any authority having 165,1 mm (DN150) ....... P/N 59-590-1-165 jurisdiction. Contact the installing con- 6 in. (DN150) ............P/N 59-590-1-060 tractor or product manufacturer with 8 in. (DN200) ............P/N 59-590-1-080 any questions. Any impairments must 10 in. (DN250) ........... P/N 59-590-1-100 be immediately corrected. 12 in. (DN300) ........... P/N 59-590-1-120 Automatic sprinkler systems are rec- Model CV-1FR ommended to be inspected, tested, Riser Check Valve Trim Assembly and maintained by a qualified Inspec- Specify: Size and P/N (below). tion Service in accordance with local 2 in. (DN50) ............. P/N 59-591-1-020 requirements and/or national codes. 2-1/2 in. (DN65) .......... P/N 59-591-1-030 76,1 mm (DN65) ......... P/N 59-591-1-030 3 in. (DN80) ............. P/N 59-591-1-030 4 in. (DN100) ............ P/N 59-591-1-080 139,7 mm (DN125) ....... P/N 59-591-1-080 5 in. (DN125) ............ P/N 59-591-1-080 165,1 mm (DN150) ....... P/N 59-591-1-080 6 in. (DN150) ............ P/N 59-591-1-080 8 in. (DN200) ............ P/N 59-591-1-080 10 in. (DN250) ........... P/N 59-591-1-080 12 in. (DN300) ........... P/N 59-591-1-080 1400 Pennbrook Parkway, Lansdale, PA 19446 | Telephone +1-215-362-0700 Â© 2020 Johnson Controls. All rights reserved. All specifications and other information shown were current as of document revision date and are subject to change without notice. NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registered trademarks of National Fire Protection Association; Worldwide www.tyco-fire.comwww.tyco-fire.com Contacts Model DPV-1 Dry Pipe Valve, External Resetting 2-1/2 thru 6 Inch (DN65 thru DN150) 250 psi (17,2 bar) General Description The TYCO Model DPV-1 Dry Pipe Valves are differential valves used to automatically control the flow of water into dry pipe fire protection sprinkler systems upon operation of one or more automatic sprinklers. The DPV-1 also provides for actuation of fire alarms upon system operation. The Model DPV-1 features are as follows: â€¢ External reset. â€¢ 250 psi (17,2 bar) pressure rating. â€¢ Unique offset single clapper design enabling a simple compact valve to minimize installation labor. â€¢ Ductile iron construction to ensure a lightweight valve to minimize shipping cost. â€¢ A variety of inlet and outlet connections. Available End Connections and Sizes â€¢ Compact, Pre-Trimmed, and Semi- Nominal Valve Size Assembled, easy to operate valve End Connection 2-1/2 Inch 3 Inch 4 Inch 6 Inch trim. (DN65) (DN80) (DN100) (DN150) â€¢ Simple reset procedure through the Flange x Flange N/A N/A elimination of priming water. Dry pipe sprinkler systems are used Flange x Groove N/A N/A in unheated warehouses, parking Groove x Groove garages, store windows, attic spaces, loading docks, and other areas exposed to freezing tempera- Available tures, where water filled pipe cannot N/A Not Available be utilized. When set for service, the dry pipe sprinkler system is pressur- NOTICE The owner is responsible for main- ized with air (or nitrogen). The loss The Model DPV-1 Dry Pipe Valves taining their fire protection system and of pressure through an operated described herein must be installed devices in proper operating condition. automatic sprinkler in response to and maintained in compliance with this The installing contractor or manufac- heat from a fire permits the DPV-1 Dry Pipe Valve to open and allow a flow of document, as well as with the appli- turer should be contacted with any cable standards of the National Fire questions water into the sprinkler system piping. Table B establishes the minimum Protection Association, in addition to required system air pressure that the standards of any other authorities includes a safety factor to help prevent having jurisdiction. Failure to do so false operations that might occur due to may impair the performance of these water supply fluctuations. devices. Page 1 of 20 MARCH 2013 TFP1020 TFP1020 Page 2 of 20 NO. DESCRIPTION QTY. REF. 1 Valve Body . . . . . . . 1 NR 2 Air and Water Seat . . . . . . . . . . . . 1 NR 3 Handhole Cover . . . 1 NR 4 Handhole Cover 11 Gasket . . . . . . . . . . 1 See (b) 5 1/2-13 UNC x 1" Hex Head Cap Screw: 12 2-1/2 & 3 Inch 6 Valves. . . . . . . . . . . 5 CH 13 4 Inch Valve . . . . . . 6 CH 7 6 Clapper. . . . . . . . . . 1 See (a) RESET CLAPPER 7 Clapper Facing. . . . 1 See (a) or (b) 14 PLUNGER ASSEMBLY 8 Clapper Facing PARTS 8 Retaining Plate. . . . 1 See (a) 15, 18 9 2-1/2 and 3 Inch Valves: 1/4" x 3/8" Long 9 #10-32 Shoulder 16 Screw . . . . . . . . . . . 5 See (a) 4 Inch Valve: 1/4-20 UNC x 1/2" 17 Socket Head Cap Screw . . . . . . . . . . . 7 See (a) 10 Clapper Hinge Pin . . . . . . . . . . . . . 1 See (a) 11 Reset Knob . . . . . . 1 See (c) 12 Reset Spring . . . . . 1 See (c) 13 Reset Bushing . . . . 1 See (c) 14 Reset Bushing O-Ring. . . . . . . . . . . 1 See (b) or (c) 15 Reset Plunger O-Ring . . . . . . . . . . 1 See (b) or (c) 16 Reset Plunger. . . . . 1 See (c) 17 Reset Latch Subassembly . . . . . 1 See (c) 18 Dow Corning FS3452 1 Flourosilicone 4 Grease, 1.5 g . . . . . 1 See (b) or (c) 3 NR: Not Replaceable 2 CH: Common Hardware REPLACEMENT PARTS NO. DESCRIPTION P/N (a) Clapper Assembly Includes Items 6-10: 2-1/2 & 3 Inch Valves. . 92-309-2-203 4 Inch Valve . . . . . . . . . 92-309-2-403 10 (b) Repair Parts Kit 5 Includes Items 4, 7, 14, 15, & 18: 2-1/2 & 3 Inch Valves. . 92-309-1-204 4 Inch Valve . . . . . . . . . 92-309-1-404 (c) Reset Plunger Parts Kit Includes Items 11-18 . . 92-310-1-405 FIGURE 1 - PART 1 OF 2 MODEL DPV-1 DRY PIPE VALVE 2-1/2, 3, AND 4 INCH (DN65, DN80, DN100) ASSEMBLIES TFP1020 Page 3 of 20 NO. DESCRIPTION QTY. REP. PART NO. DESCRIPTION QTY. REP. PART NO. DESCRIPTION QTY. REP. PART 1 Valve Body . . . . . . . 1 NR 5 Socket Head Cap 8 Hex Head Cap Screw 2 Air and Water Screw 5/8-11 UNC x 1". . . 6 CH Seat . . . . . . . . . . . . 1 NR 3/8-16 UNC x 1". . . 8 NR 9 Clapper. . . . . . . . . . 1 See (a) 3 Water Seal 6 Handhole Cover . . . 1 NR 10 Clapper Facing. . . . 1 See (a) or (b) O-Ring . . . . . . . . . . 1 NR 7 Handhole Cover 11 Clapper Facing 4 Air Seal O-Ring. . . . 1 NR Gasket . . . . . . . . . . 1 See (b) Retaining Plate. . . . 1 See (a) 12 Socket Head Cap Screw 1/4-20 UNC x 1/2". . 9 See (a) 14 13 Clapper Hinge Pin. . 1 See (a) 14 Reset Knob . . . . . . 1 See (c) 15 Reset Spring . . . . . 1 See (c) 15 16 Reset Bushing . . . . 1 See (c) 9 17 Reset Bushing 16 O-Ring. . . . . . . . . . . 1 See (b) or (c) 10 18 Reset Plunger CLAPPER RESET O-Ring. . . . . . . . . . . 1 See (b) or (c) ASSEMBLY 17 PLUNGER 19 Reset Plunger. . . . . 1 See (c) 11 PARTS 20 Reset Latch Subassembly . . . . . 1 See (c) 18, 21 12 21 Dow Corning FS3452 Flourosilicone 19 Grease, 1.5 g . . . . . 1 See (b) or (c) NR: Not Replaceable 20 CH: Common Hardware REPLACEMENT PARTS NO. DESCRIPTION P/N (a) Clapper Assembly Includes Items 9-13 . . . 92-309-2-603 (b) Repair Parts Kit Includes Items 7, 10, 17, 18, 21. . . . . . 92-309-1-604 (c) Reset Plunger Parts Kit 2 Includes Items 14-21 . . 92-310-1-405 4 1 7 6 5 3 13 8 FIGURE 1 - PART 2 OF 2 MODEL DPV-1 DRY PIPE VALVE 6 INCH (DN150) ASSEMBLY TFP1020 Page 4 of 20 Technical Data Handhole Cover are ductile iron. The â€¢ PS10-2 waterflow alarm switch Handhole Cover Gasket is neoprene, â€¢ PS40-2 low air pressure alarm switch and the Clapper Facing is EPDM. Approvals The Air/Water Seat Ring is brass, the Note: When the system pressure is UL and C-UL Listed. FM Approved. Clapper is bronze or aluminum bronze, greater than 175 psi (12,1 bar), provision NYC under MEA 172-02-E (4 and 6 and both the Clapper Retaining Plate is to be made to replace the standard inch). and Latch are bronze. The Hinge Pin is order 300 psi (20,7 bar) Water Pressure Dry Pipe Valve aluminum bronze, and the fasteners for gauge with a separately ordered 600 The TYCO Model DPV-1 Dry Pipe the Handhole Cover are carbon steel. psi (41,4 bar) Water Pressure Gauge. Valves are for vertical installations (flow Valve Trim Air Supply going up), and they are rated for use Installation dimensions are given Table B shows the system air pressure at a maximum service pressure of 250 in Figure 7, and the Valve Trim and requirements as a function of the psi (17,2 bar). The Valve dimensions are Pre-Trimmed Valve Assemblies are water supply pressure. The air (or shown in Figure 7. illustrated in Figures 4, 5, and 6. The nitrogen) pressure in the sprinkler Flanged connections are available and Valve Trim and Pre-Trimmed Valve system is recommended to be auto- drilled per ANSI, ISO, AS, and JIS spec- forms a part of the laboratory listings matically maintained by using one of ifications (Ref. Table A). The grooved and approval of the DPV-1 Valve and is the following pressure maintenance outlet connections, as applicable, necessary for the proper operation of devices, as appropriate: are cut in accordance with standard the DPV-1 Valve. Each package of trim â€¢ Model AMD-1 Air Maintenance groove specifications for steel pipe. and pre-trimmed includes the following Device (pressure reducing type). They are suitable for use with grooved items: end pipe couplings that are listed or â€¢ Model AMD-2 Air Maintenance â€¢ Water Supply Pressure Gauge approved for fire protection system Device (compressor control type). service. Available combinations of inlet â€¢ System Air Pressure Gauge â€¢ Model AMD-3 Nitrogen Maintenance and outlet connections are detailed in â€¢ Air Supply Connections Device (high pressure reducing type). the Ordering Procedure section. They are also noted in the â€œAvailable End â€¢ Main Drain Valve The Pressure Relief Valve provided with Connection and Sizesâ€ table located the valve trim is factory set to relieve â€¢ Low Body Drain Valve on Page 1. at a pressure of approximately 45 psi â€¢ Alarm Test Valve (3,1 bar). If the normal system air Threaded port connections of valves pressure is less than or exceeds 40 psi having flanges drilled to ANSI, AS, or â€¢ Automatic Drain Valve (2,8 bar), then the pressure Relief Valve JIS specifications are NPT threaded per â€¢ Drip Funnel must be reset to relieve at a pressure ANSI Standard B1.20.1. Threaded port that is in accordance with the authority connections of valves having flanges â€¢ Connections For Optional Quick having jurisdiction. drilled to ISO are available either Opening Device (Accelerator) threaded per ISO 7-1 or NPT threaded Quick Opening Device Also included in the Pre-Trimmed Valve per ANSI Standard B1.20.1. Valves with As an option, the Model DPV-1 Dry Pipe Assembly, which can be ordered sepa- NPT threaded ports will readily accept Valve may be equipped with the VIZOR rately for the Valve Trim, includes the the trim arrangements detailed in Parts Electronic Dry Pipe Valve Accelerator following items: 2 and 3 of Figures 4, 5, and 6. (4 and 6 inch sizes) as detailed in â€¢ Model BFV-N butterfly vlave Technical Data Sheet TFP1105 or the Components of the DPV-1 Valves are shown in Figure 1. The Body and â€¢ Figure 577 grooved coupling Model ACC-1 Mechanical Dry Pipe Flange Drilling Specification Nominal Dimensions in Inches and (mm) Nominal ANSI B16.1 1 ISO 7005-2 JIS B 2210 AS 2129 Valve Size (Class 125) (PN16)2 (10K) (Table E) Dim. Dim. Qty. Dim. Dim. Qty. Dim. Dim. Qty. Dim. Dim. Qty. A B N A B N A B N A B N 4 Inch 7.50 0.75 8 7.09 0.75 8 6.89 0.59 8 7.00 0.71 8 (DN100) (190,5) (19,0) (180,0) (19,0) (175,0) (15,0) (178,0) (18,0) 6 Inch 9.50 0.88 8 9.45 0.91 8 9.45 0.75 8 9.25 0.87 8 (DN150) (241,3) (22,2) (240,0) (23,0) (240,0) (19,0) (235,0) (22,0) 1 Same drilling as for ANSI B16.5 (Class 150) and ANSI B16.42 (Class 150). Dim. A Qty. N 2 Same drilling as for BS 4504 Section 3.2 (PN16) and DIN 2532 (PN16). Bolt Circle Number of Diameter Bolt Holes Dim. B Bolt Hole TABLE A Diameter DIMENSIONAL SPECIFICATIONS FOR SELECTION OF FLANGE DRILLING TFP1020 Page 5 of 20 Valve Accelerator (2-1/2, 3, 4, and 6 When one or more automatic sprin- inch sizes) as detailed in Technical Data klers operate in response to a fire, Sheet TFP1112. air pressure within the system piping Maximum System Air Water Supply Pressure Range, is relieved through the open sprin- The VIZOR or the ACC-1 is used to Pressure, psi reduce the time to valve actuation klers. When the air pressure is suffi- psi ciently reduced, the water pressure following the operation of one or more overcomes the differential holding 20 10 automatic sprinklers. In some cases the use of a quick opening device such the Clapper Assembly closed and the 60 15 - 23 Clapper Assembly swings clear of the as the VIZOR or the ACC-1 may be 80 20 - 28 water seat, as shown in Figure 3C, required to meet the requirements of This action permits water flow into the 100 25 - 33 the National Fire Protection Association system piping and subsequently to be to meet water delivery times. 120 30 - 38 discharged from any open sprinklers. Also, with the Clapper Assembly open, 145 35 - 43 Operation the intermediate chamber is pres- 165 40 - 48 surized and water flows through the The TYCO Model DPV-1 Dry Pipe Valve alarm port (Ref. Figure 3B) at the rear 185 45 - 53 is a differential type valve that utilizes of the DPV-1 Valve to actuate system 205 50 - 58 a substantially lower system (air or water flow alarms. The flow from the nitrogen) pressure than the supply alarm port is also sufficient to close the 225 55 - 63 (water) pressure, to maintain the set otherwise normally open Automatic 250 60 - 68 position shown in Figure 3A. The differ- Drain Valve in the valve trim. ential nature of the DPV-1 is based on After a valve actuation and upon sub- the area difference between the air seat TABLE B sequent closing of a system main and the water seat in combination with SYSTEM AIR PRESSURE control valve to stop water flow, the the ratio of the radial difference from REQUIREMENTS Clapper Assembly will latch open as the Hinge Pin to the center of the Water shown in Figure 3D. Latching open of Seat and the Hinge Pin to the center of the Air Seat. The difference is such that Continued on page 16 1 psi (0,07 bar) of system air pressure FLOW RATE IN LITRES PER MINUTE (LPM) can hold approximately 5.5 psi (0,38 (1 GPM = 3.785 LPM) bar) of water supply pressure. 500 700 1000 2000 3000 5000 10000 Table B establishes the minimum 9.0 0,60 required system air pressure that 7.0 0,50 includes a safety factor to help prevent 0,40 false operations that occur due to water 5.0 supply fluctuations. 0,30 4.0 The Intermediate Chamber of the DPV-1 is formed by the area between the 3.0 0,20 Air Seat and Water Seat as shown in Figure 3B. The Intermediate Chamber 2.0 normally remains at atmospheric pressure through the Alarm Port 0,10 connection and the valve trim to the 0,08 normally open Automatic Drain Valve 1.0 (Fig. 4, 5, or 6). Having the Intermediate 0,06 Chamber, Figure 3B, open to atmo- 0.7 4 INCH (DN100) 0,05 sphere is critical to the DPV-1 Valve 0,04 remaining set, otherwise the full 0.5 6 INCH (DN150) resulting pressure of the system air 2-1/2 INCH (DN65) & 3 INCH (DN80) 0,03 (1 PSI = 0.06895 BAR) 0.4 pressure on top of the Clapper Assembly cannot be realized. 0.3 0,02 NOMINAL PRESSURE DROP IN BAR For example, and assuming a water supply pressure of 100 psi (6,9 bar), if 0.2 the system air pressure is 25 psi (1,7 bar) and there was 15 psi (1,0 bar) 0,01 pressure trapped in the Intermediate NOMINAL PRESSURE DROP IN POUNDS PER SQUARE INCH (PSI) Chamber, the resulting pressure 0.1 across the top of the Clapper would 100 200 300 500 700 1000 2000 3000 only be 10 psi (0,7 bar). This pressure FLOW RATE IN GALLONS PER MINUTE (GPM) would be insufficient to hold the The approximate friction losses, based on the Hazen and Williams formula and ex- Clapper Assembly closed against pressed in equivalent length of Schedule 40 pipe with C=100 are as follows: a water supply pressure of 100 psi 2.2 feet for the 2-1/2 inch valve at a typical flow rate of 250 GPM (6,9 bar). It is for this reason that the 4.9 feet for the 3 inch valve at a typical flow rate of 350 GPM plunger of the Automatic Drain Valve 8.9 feet for the 4 inch valve at a typical flow rate of 600 GPM 22 feet for the 6 inch valve at a typical flow rate of 1500 GPM must be depressed during several of the resetting steps, as well as during FIGURE 2 inspections, making certain that the MODEL DPV-1 DRY PIPE VALVES Automatic Drain Valve is open. NOMINAL PRESSURE LOSS VS. FLOW TFP1020 Page 6 of 20 AIR PRESSURE WATERFLOW TO SYSTEM TO SYSTEM CLAPPER CLAPPER 1" NPT ASSEMBLY ASSEMBLY AIR SUPPLY IN SET FULLY OPEN PORT POSITION 01 CLAPPER LATCH PIVOTS TO ALLOW 1/2" NPT CLAPPER ASSEMBLY WATER TO FULLY OPEN SUPPLY PRESSURE 3/4" NPT ALARM & ALARM PORT OPEN TO TEST PORT ATMOSPHERE 02 03 ALARM PORT WATERFLOW TO ALARM CLAPPER ASSEMBLY FROM FROM WATER SUPPLY AIR WATER SUPPLY SEAT FIGURE 3A FIGURE 3C SET POSITION WATER OPERATED POSITION ALARM SEAT 03 PORT DRAIN FROM DRAIN FROM SYSTEM SYSTEM VALVE INTERMEDIATE COMPLETE WATERWAY CHAMBER PUSH HERE TO RESET FIGURE 3B VALVE SET POSITION INTERMEDIATE RESET CHAMBER KNOB CLAPPER ASSEMBLY LATCHED RESET OPEN ASSEMBLY CLAPPER LATCH PIVOTS TO CLAPPER UNLATCH LATCH CLAPPER ASSEMBLY 04 MAIN DRAIN PORT: 3/4" NPT 05 1-1/4" NPT* (2-1/2 INCH CLAPPER LOW BODY & 3 INCH VALVES) ASSEMBLY DRAIN 2" NPT (4 INCH VALVE) RESEATED PORT *DN40 FOR VALVES WITH WATER SUPPLY WATER SUPPLY SHUT OFF ISO THREADED PORTS SHUT OFF FIGURE 3D FIGURE 3E DRAIN POSITION RESET POSITION FIGURE 3 - PART 1 OF 2 MODEL DPV-1 DRY PIPE VALVES 2-1/2, 3, AND 4 INCH (DN65, DN80, AND DN100) SET AND OPEN POSITIONS TFP1020 Page 7 of 20 AIR PRESSURE WATERFLOW TO SYSTEM TO SYSTEM CLAPPER ASSEMBLY FULLY OPEN 1" NPT CLAPPER LATCH AIR SUPPLY PIVOTS TO ALLOW PORT CLAPPER ASSEMBLY 01 TO FULLY OPEN 3/4" NPT ALARM 03 PORT OPEN TO CLAPPER ATMOSPHERE ASSEMBLY IN SET POSITION 1/2" NPT WATER SUPPLY 02 PRESSURE & ALARM TEST PORT ALARM PORT WATERFLOW TO ALARM CLAPPER ASSEMBLY AIR FROM SEAT FROM WATER SUPPLY WATER SUPPLY FIGURE 3A ALARM FIGURE 3C SET POSITION WATER PORT OPERATED POSITION SEAT 03 DRAIN FROM DRAIN FROM SYSTEM SYSTEM COMPLETE INTERMEDIATE VALVE CHAMBER WATERWAY FIGURE 3B PUSH HERE TO RESET SET POSITION VALVE INTERMEDIATE CLAPPER CHAMBER RESET ASSEMBLY KNOB LATCHED OPEN RESET ASSEMBLY 3/4" NPT CLAPPER LOW BODY LATCH DRAIN PIVOTS TO PORT UNLATCH 04 CLAPPER ASSEMBLY 2" NPT CLAPPER MAIN DRAIN LATCH PORT CLAPPER ASSEMBLY 05 RESEATED WATER SUPPLY WATER SUPPLY SHUT OFF SHUT OFF FIGURE 3D FIGURE 3E DRAIN POSITION RESET POSITION FIGURE 3 - PART 2 OF 2 MODEL DPV-1 DRY PIPE VALVES 6 INCH (DN150) SET AND OPEN POSITIONS TFP1020 Page 8 of 20 NOTES: 1. SEE FIGURE 4 PART 3 FOR TRIM ARRANGEMENT WITH BILL OF MATERIALS LOW AIR AND COMPONENT PART NUMBERS. PRESSURE 2. TRIM SHOWN FULLY ASSEMBLED; COMPONENTS SUCH AS GAUGES AND ALARM SWITCHES MAY REQUIRE ASSEMBLY IN TRIM AT INSTALLATION. SWITCH SYSTEM AIR SUPPLY CONTROL VALVE 1 INCH NPT SYSTEM (NORMALLY CONNECTION AIR SUPPLY OPEN) FOR LOCAL PRESSURE SPRINKLER GAUGE 2-1/2 INCH (DN65) WATERFLOW or 3 INCH (DN80) PRESSURE 1/2 INCH NPT MODEL DPV-1 ALARM CONNECTION DRY PIPE VALVE SWITCH FOR SYSTEM (GxG ONLY) AIR SUPPLY GROOVED MAIN COUPLING ALARM TEST VALVE DRAIN VALVE (NORMALLY (NORMALLY 1/2 INCH NPT CLOSED) CLOSED) CONNECTION SYSTEM 3/4 INCH NPT SYSTEM FOR OPTIONAL WATER CONNECTION SHUT-OFF 1-1/4 INCH NPT ACCELERATOR SUPPLY TO DRAIN VALVE CONNECTION PRESSURE (NORMALLY TO DRAIN AUTOMATIC GAUGE LOW BODY OPEN) DRAIN VALVE DRAIN VALVE (NORMALLY 1-1/4 INCH NPT CLOSED) CONNECTION DRIP TO DRAIN FUNNEL FIGURE 4 - PART 1 OF 3 2-1/2 AND 3 INCH (DN65 AND DN80) MODEL DPV-1 DRY PIPE VALVE PRE-TRIMMED ASSEMBLY AIR SUPPLY 1/2 INCH NPT 1/2 INCH NPT NOTES: CONTROL VALVE CONNECTION CONNECTION 1. INSTALL TRIM ASSEMBLIES IN (NORMALLY OPEN) FOR OPTIONAL FOR OPTIONAL ALPHABETICAL ORDER. ACCELERATOR AIR PRESSURE AUTOMATIC SWITCH 2. SEE FIGURE 3 FOR VALVE PORT 1/2 INCH NPT DRAIN VALVE IDENTIFICATION. CONNECTION 3. ROUTE 1/4" TUBING TO DRIP FOR SYSTEM H FUNNEL. AIR SUPPLY SYSTEM AIR SUPPLY MAIN PRESSURE DRAIN VALVE 1/2 INCH NPT D GAUGE (NORMALLY CONNECTION G A FOR WATERFLOW E CLOSED) PRESSURE ALARM SWITCH DRIP 1-1/4 INCH NPT FUNNEL CONNECTION 1-1/4 INCH NPT TO DRAIN CONNECTION TO DRAIN 2-1/2 INCH (DN65) 1 INCH NPT C or 3 INCH (DN80) CONNECTION MODEL DPV-1 FOR LOCAL DRY PIPE VALVE SPRINKLER (GxG ONLY) F LOW BODY ALARM B DRAIN VALVE TEST VALVE SYSTEM (NORMALLY (NORMALLY WATER SUPPLY 3/4 INCH NPT CLOSED) CLOSED) PRESSURE CONNECTION GAUGE TO DRAIN FIGURE 4 - PART 2 OF 3 2-1/2 AND 3 INCH (DN65 AND DN80) MODEL DPV-1 DRY PIPE VALVE EXPLODED ARRANGEMENT OF SEMI-ASSEMBLED TRIM TFP1020 Page 9 of 20 NO. DESCRIPTION QTY. P/N NO. DESCRIPTION QTY. P/N NO. DESCRIPTION QTY. P/N 1 250 psi/ 1750 kPa 13 3/32" Vent 28 1" x 1" x 1/2" Air Pressure Fitting . . . . . . . . . . . 1 92-032-1-002 Reducing Tee . . . . . 1 CH Gauge. . . . . . . . . . . 1 92-343-1-012 14 1/4" Tube, 29 Not Used 2 300 psi/ 2000 kPa 18" Long. . . . . . . . . 1 CH PIPE NIPPLES: Water Pressure 15 1/4" Plug. . . . . . . . . 2 CH 30 1/4" x 3" . . . . . . . . . 2 CH Gauge. . . . . . . . . . . 1 92-343-1-005 16 1/2" Plug. . . . . . . . . 2 CH 31 1/2" x Close . . . . . . 4 CH 3 1/4" Gauge Test 17 1" Plug . . . . . . . . . . 1 CH 32 1/2" x 1-1/2". . . . . . 8 CH Valve. . . . . . . . . . . . 2 46-005-1-002 18 1/2" Union. . . . . . . . 1 CH 33 1/2" x 2" . . . . . . . . . 1 CH 4 Model AD-1 19 1/2" x 1/4" Reducing 34 1/2" x 4-1/2". . . . . . 1 CH Automatic Bushing . . . . . . . . . 1 CH 35 1/2" x 6" . . . . . . . . . 1 CH Drain Valve . . . . . . . 1 52-793-2-004 20 1/2" 90Â° Elbow . . . . 3 CH 36 3/4" x Close . . . . . . 1 CH 5 1/4" Pressure 21 3/4" 90Â° Elbow . . . . 1 CH 37 3/4" x 1-1/2". . . . . . 1 CH Relief Valve. . . . . . . 1 92-343-1-020 22 1-1/4" 90Â° Elbow. . . 1 CH 38 3/4" x 2-1/2". . . . . . 1 CH 6 1/2" Ball Valve . . . . 2 46-050-1-004 23 1/2" Cross. . . . . . . . 2 CH 39 1" x Close. . . . . . . . 1 CH 7 3/4" Angle Valve. . . 1 46-048-1-005 24 1/2" x 1/2" x 1/4" 40 1-1/4" x Close . . . . 1 CH 8 1-1/4" Angle Valve . 1 46-048-1-007 Reducing Tee . . . . . 1 CH 41 1-1/4" x 4". . . . . . . . 1 CH 9 1/2" Swing 25 1/2" Tee . . . . . . . . . 1 CH COMPONENTS INCLUDED ONLY IN Check Valve . . . . . . 2 46-049-1-004 26 1/2" x 1/4" x 1/2" PRE-TRIMMED VALVE ASSEMBLIES: 10 Drip Funnel Reducing Tee . . . . . 2 CH Connector. . . . . . . . 1 92-211-1-005 27 1/2" x 1/2" x 3/4" 42 Model BFV-N 11 Drip Funnel Reducing Tee . . . . . 1 CH Butterfly Valve, Bracket. . . . . . . . . . 1 92-211-1-003 2-1/2" (DN65) . . . . . 1 59300F025N 12 Drip Funnel. . . . . . . 1 92-343-1-007 3" (DN80) . . . . . . . . 1 59300F030N 43 Figure 577 Coupling, 45 2-1/2" (DN65) . . . . . 1 57725ACP 16 3" (DN80) . . . . . . . . 1 57730ACP 44 Waterflow Pressure 20 Alarm Switch, 1 Model PS10-2. . . . . 1 25710 19 45 Low Air Pressure 9 32 30 Alarm Switch, 6 32 23 Model PS40-2. . . . . 1 25730 5 32 32 32 24 15 20 17 34 39 3 28 2-1/2 INCH (DN65) 44 33 or 3 INCH (DN80) 9 16 4 MODEL DPV-1 25 31 27 DRY PIPE VALVE (GxG ONLY) 31 LOCATION 32 23 36 FOR OPTIONAL 41 18 ELECTRICALLY 10 8 SUPERVISED 32 22 N.O. ALARM 20 31 40 CONTROL 11 VALVE 26 12 37 NOTES: 13 (GREEN 43 1. SEE FIGURE 3 FOR VALVE TINT) 14 21 PORT IDENTIFICATION. 38 42 2. ROUTE 1/4" TUBING, ITEM 14, 31 7 TO DRIP FUNNEL, ITEM 12. 6 3. ALL FITTINGS AND NIPPLES ARE GALVANIZED. 32 35 26 2 4. CH: COMMON HARDWARE 30 5. ITEMS 42âˆ’45 INCLUDED 3 15 ONLY IN PRE-TRIMMED VALVE ASSEMBLIES AS APPLICABLE; OTHERWISE SEPARATELY ORDERED. FIGURE 4 - PART 3 OF 3 2-1/2 AND 3 INCH (DN65 AND DN80) MODEL DPV-1 DRY PIPE VALVE EXPLODED ARRANGEMENT OF VALVE TRIM TFP1020 Page 10 of 20 1. SEE FIGURE 5 PART 3 FOR TRIM ARRANGEMENT WITH BILL OF MATERIALS LOW AIR AND COMPONENT PART NUMBERS. PRESSURE 2. TRIM SHOWN FULLY ASSEMBLED; COMPONENTS SUCH AS GAUGES AND ALARM SWITCHES MAY REQUIRE ASSEMBLY IN TRIM AT INSTALLATION. SWITCH SYSTEM AIR SUPPLY CONTROL VALVE 1/2 INCH NPT SYSTEM 4 INCH (DN100) (NORMALLY CONNECTION AIR SUPPLY MODEL DPV-1 OPEN) FOR SYSTEM PRESSURE DRY PIPE VALVE AIR SUPPLY GAUGE (FxG SHOWN) 3/4 INCH NPT CONNECTION 1 INCH NPT FLANGE ADAPTER FOR WATER CONNECTION OR GROOVED MOTOR ALARM FOR LOCAL COUPLING SPRINKLER WATERFLOW MAIN PRESSURE 3/4 INCH NPT DRAIN VALVE ALARM CONNECTION (NORMALLY SWITCH TO DRAIN CLOSED) 1/2 INCH NPT CONNECTION ALARM FOR OPTIONAL TEST VALVE 2 INCH NPT ACCELERATOR SYSTEM (NORMALLY LOW BODY SHUT-OFF CONNECTION CLOSED) DRAIN VALVE SYSTEM VALVE TO DRAIN AUTOMATIC WATER (NORMALLY (NORMALLY DRAIN VALVE SUPPLY CLOSED) OPEN) 1-1/4 INCH NPT PRESSURE CONNECTION DRIP GAUGE TO DRAIN FUNNEL FIGURE 5 - PART 1 OF 3 4 INCH (DN100) MODEL DPV-1 DRY PIPE VALVE PRE-TRIMMED ASSEMBLY 1/2 INCH NPT AIR SUPPLY CONNECTION CONTROL VALVE FOR OPTIONAL (NORMALLY ACCELERATOR OPEN) 1/2 INCH NPT MAIN CONNECTION SYSTEM DRAIN VALVE 1/2 INCH NPT AUTOMATIC FOR OPTIONAL AIR SUPPLY (NORMALLY CONNECTION DRAIN VALVE AIR PRESSURE PRESSURE CLOSED) FOR WATERFLOW GAUGE B SWITCH PRESSURE ALARM SLOPE D SWITCH DOWN 3/4 INCH NPT CONNECTION FOR WATER A MOTOR ALARM 2 INCH NPT 1/2 INCH NPT CONNECTION CONNECTION TO DRAIN FOR SYSTEM AIR SUPPLY C 4 INCH (DN100) MODEL DPV-1 ALARM DRY PIPE VALVE TEST VALVE (FxG SHOWN) (NORMALLY CLOSED) 1 INCH NPT NOTES: 3/4 B CONNECTION 1. INSTALL TRIM ASSEMBLIES IN SYSTEM INCH NPT FOR LOCAL ALPHABETICAL ORDER. WATER SUPPLY CONNECTION SPRINKLER TO DRAIN 2. SEE FIGURE 3 FOR VALVE PORT PRESSURE LOW BODY IDENTIFICATION. GAUGE DRIP DRAIN VALVE 3. ROUTE 1/4" TUBING TO DRIP FUNNEL. FUNNEL (NORMALLY 1-1/4 INCH NPT 4. SLOPE ASSEMBLY B DOWN TOWARD CLOSED) CONNECTION BACK OF VALVE TO FACILITATE TO DRAIN SUFFICIENT LOW BODY DRAINAGE. FIGURE 5 - PART 2 OF 3 4 INCH (DN100) MODEL DPV-1 DRY PIPE VALVE EXPLODED ARRANGEMENT OF SEMI-ASSEMBLED TRIM TFP1020 Page 11 of 20 NOTES: 47 16 48 1. SEE FIGURE 3 FOR VALVE PORT IDENTIFICATION. 28 18 6 2. ROUTE 1/4" TUBING, ITEM 16, 4 5 15 27 TO DRIP FUNNEL, ITEM 14. 34 (GREEN 3. SLOPE 3/4" ANGLE VALVE, 9 TINT) 12 ITEM 9, DOWN TOWARD 29 18 SLOPE 34 14 BACK OF VALVE TO DOWN 34 FACILITATE SUFFICIENT 26 LOW BODY DRAINAGE. 8 34 19 34 4. ALL FITTINGS AND NIPPLES 27 36 ARE GALVANIZED. LOCATION 1 30 5. CH: COMMON HARDWARE FOR OPTIONAL 21 ELECTRICALLY 32 17 13 6. ITEMS 45âˆ’48 INCLUDED SUPERVISED ONLY IN PRE-TRIMMED 30 3 N.O. ALARM 41 VALVE ASSEMBLIES AS CONTROL 39 40 APPLICABLE; OTHERWISE VALVE 10 SEPARATELY ORDERED. 39 23 30 40 4 INCH (DN100) MODEL DPV-1 24 34 34 43 DRY PIPE VALVE 42 (FxG SHOWN) 33 31 9 7 20 25 38 33 46 37 11 2 44 NO. DESCRIPTION QTY. P/N 22 1 250 psi/ 1750 kPa 28 3 45 Air Pressure 35 Gauge. . . . . . . . . . . 1 92-343-1-012 17 32 2 300 psi/ 2000 kPa Water Pressure Gauge. . . . . . . . . . . 1 92-343-1-005 3 1/4" Gauge Test NO. DESCRIPTION QTY. P/N Valve. . . . . . . . . . . . 2 46-005-1-002 4 1/4" Pressure 21 1/2" x 1/4" Reducing Relief Valve. . . . . . . 1 92-343-1-020 Bushing . . . . . . . . . 1 CH 5 1/2" Angle Valve. . . 1 46-048-1-004 22 1/2" Union. . . . . . . . 1 CH NO. DESCRIPTION QTY. P/N 6 Model AD-1 23 3/4" Union. . . . . . . . 1 CH 41 3/4" x 2" . . . . . . . . . 1 CH Automatic 24 1/2" 90Â° Elbow . . . . 1 CH 42 3/4" x 3" . . . . . . . . . 1 CH Drain Valve . . . . . . . 1 52-793-2-004 25 1/2" 45Â° Elbow . . . . 1 CH 43 1" x 4". . . . . . . . . . . 1 CH 7 1/2" Ball Valve . . . . 1 46-050-1-004 26 1/2" Cross. . . . . . . . 1 CH 44 2" x 4-1/2". . . . . . . . 1 CH 8 1/2" Swing 27 1/2" Tee . . . . . . . . . 2 CH COMPONENTS INCLUDED ONLY IN Check Valve . . . . . . 1 46-049-1-004 28 1/2" x 1/4" x 1/2" PRE-TRIMMED VALVE ASSEMBLIES: 9 3/4" Angle Valve. . . 1 46-048-1-005 Reducing Tee . . . . . 2 CH 10 3/4" Swing 29 1/2" x 1/2" x 1/4" 45 Model BFV-N Butterfly Check Valve . . . . . . 1 46-049-1-005 Reducing Tee . . . . . 1 CH Valve, 4" (DN100) . . 1 59300F040N 11 2" Angle Valve . . . . 1 46-048-1-009 30 3/4" x 1/2" x 3/4" 46 Butterfy Valve 12 Drip Funnel Reducing Tee . . . . . 3 CH Assembly Component: Connector. . . . . . . . 1 92-211-1-005 31 1" x 1" x 1/2" GxG DPV-1 Valves, 13 Drip Funnel Reducing Tee . . . . . 1 CH Figure 577 Coupling, Bracket. . . . . . . . . . 1 92-211-1-003 PIPE NIPPLES: 4" (DN100) . . . . . . . 1 57740ACP 14 Drip Funnel. . . . . . . 1 92-343-1-007 32 1/4" x 3". . . . . . . . . . 2 CH FxF, FxG DPV-1 Valves, 15 3/32" Vent 33 1/2" x Close . . . . . . 2 CH Figure 71 Flange Adapter, Fitting . . . . . . . . . . . 1 92-032-1-002 34 1/2" x 1-1/2". . . . . . 7 CH 4" (DN100) . . . . . . . 1 7140S 16 1/4" Tube, 35 1/2" x 2" . . . . . . . . . 1 CH 47 Waterflow Pressure 24" Long. . . . . . . . . 1 CH 36 1/2" x 2-1/2". . . . . . 1 CH Alarm Switch, 17 1/4" Plug. . . . . . . . . 2 CH 37 1/2" x 3" . . . . . . . . . 1 CH Model PS10-2. . . . . 1 25710 18 1/2" Plug. . . . . . . . . 2 CH 38 1/2" x 3-1/2". . . . . . 1 CH 48 Low Air Pressure 19 3/4" Plug. . . . . . . . . 1 CH 39 3/4" x Close . . . . . . 2 CH Alarm Switch, 20 1" Plug . . . . . . . . . . 1 CH 40 3/4" x 1-1/2". . . . . . 2 CH Model PS40-2. . . . . 1 25730 FIGURE 5 - PART 3 OF 3 4 INCH (DN100) MODEL DPV-1 DRY PIPE VALVE EXPLODED ARRANGEMENT OF VALVE TRIM TFP1020 Page 12 of 20 NOTES: 1. SEE FIGURE 6 PART 3 FOR TRIM ARRANGEMENT WITH BILL OF MATERIALS LOW AIR AND COMPONENT PART NUMBERS. PRESSURE 2. TRIM SHOWN FULLY ASSEMBLED; COMPONENTS SUCH AS GAUGES AND ALARM SWITCHES MAY REQUIRE ASSEMBLY IN TRIM AT INSTALLATION. SWITCH SYSTEM AIR SUPPLY CONTROL VALVE SYSTEM (NORMALLY AIR SUPPLY OPEN) PRESSURE 1/2 INCH NPT GAUGE SYSTEM CONNECTION LOW BODY FOR SYSTEM WATER DRAIN VALVE AIR SUPPLY SUPPLY (NORMALLY PRESSURE CLOSED) GAUGE 1 INCH NPT CONNECTION AUTOMATIC FOR LOCAL GROOVED DRAIN VALVE SPRINKLER COUPLING OR FLANGE 1/2 INCH NPT DRIP FUNNEL ADAPTER CONNECTION FOR OPTIONAL MAIN ACCELERATOR DRAIN VALVE ALARM (NORMALLY TEST VALVE 2 INCH NPT 1-1/4 INCH NPT CLOSED) CONNECTION SYSTEM (NORMALLY WATERFLOW CONNECTION 6 INCH (DN150) SHUT-OFF CLOSED) 3/4 INCH NPT PRESSURE TO DRAIN MODEL DPV-1 CONNECTION ALARM TO DRAIN VALVE DRY PIPE VALVE (NORMALLY FOR WATER SWITCH (GxG SHOWN) MOTOR ALARM OPEN) FIGURE 6 - PART 1 OF 3 6 INCH (DN150) MODEL DPV-1 DRY PIPE VALVE PRE-TRIMMED ASSEMBLY 1/2 INCH NPT 1/2 INCH NPT NOTES: B CONNECTION CONNECTION 4. SLOPE 3/4" ANGLE VALVE AND FOR OPTIONAL FOR SYSTEM 3/4" x 4-1/2" NIPPLE (OF ASSEMBLY B) AIR PRESSURE AIR SUPPLY SYSTEM INTO DRIP FUNNEL TO FACILITATE SWITCH AIR SUPPLY SUFFICIENT LOW BODY DRAINAGE. PRESSURE AIR SUPPLY DRIP GAUGE CONTROL VALVE LOW BODY 1/2 INCH NPT FUNNEL (NORMALLY DRAIN VALVE CONNECTION SLOPE 1 INCH NPT OPEN) (NORMALLY FOR OPTIONAL TO FIT CONNECTION CLOSED) ACCELERATOR 1/2 INCH NPT FOR LOCAL A CONNECTION SPRINKLER AUTOMATIC FOR WATERFLOW DRAIN VALVE PRESSURE ALARM SWITCH B 3/4 INCH NPT MAIN CONNECTION DRAIN VALVE FOR WATER (NORMALLY MOTOR ALARM CLOSED) D 2 INCH NPT CONNECTION 6 INCH (DN150) TO DRAIN MODEL DPV-1 DRIP DRY PIPE VALVE FUNNEL C (FxF SHOWN) NOTES: 1. INSTALL TRIM ASSEMBLIES IN ALPHABETICAL ORDER. ALARM 2. SEE FIGURE 3 FOR VALVE PORT 1-1/4 INCH NPT SYSTEM TEST VALVE IDENTIFICATION. CONNECTION WATER SUPPLY (NORMALLY 3. ROUTE 1/4" TUBING TO DRIP TO DRAIN PRESSURE CLOSED) FUNNEL. GAUGE FIGURE 6 - PART 2 OF 3 6 INCH (DN150) MODEL DPV-1 DRY PIPE VALVE EXPLODED ARRANGEMENT OF SEMI-ASSEMBLED TRIM TFP1020 Page 13 of 20 9 BACK OF 4 NOTES: 1. SEE FIGURE 3 FOR VALVE 4. ALL FITTINGS AND NIPPLES VALVE 29 PORT IDENTIFICATION. ARE GALVANIZED. 42 35 2. ROUTE 1/4" TUBING, ITEM 16, 5. CH: COMMON HARDWARE 5 TO DRIP FUNNEL, ITEM 14. 6. ITEMS 45âˆ’48 INCLUDED 14 18 3. SLOPE 3/4" ANGLE VALVE, ONLY IN PRE-TRIMMED ITEM 9, AND 3/4" x 4-1/2" VALVE ASSEMBLIES AS SLOPE 48 NIPPLE, ITEM 42, INTO APPLICABLE; OTHERWISE TO FIT 35 26 DRIP FUNNEL, ITEM 14, TO SEPARATELY ORDERED. 1 8 FACILITATE SUFFICIENT 15 21 40 LOW BODY DRAINAGE. (GREEN LOCATION 3 35 TINT) FOR OPTIONAL 18 9 35 ELECTRICALLY 30 27 SUPERVISED 17 35 42 6 47 N.O. ALARM 33 16 43 27 CONTROL 11 20 35 28 VALVE 32 31 37 40 31 44 10 40 19 40 41 23 6 INCH (DN150) 42 12 MODEL DPV-1 DRY PIPE VALVE 40 (GxG SHOWN) 31 13 35 24 NO. DESCRIPTION QTY. P/N 39 14 38 1 250 psi/ 1750 kPa 22 7 34 Air Pressure 36 35 25 Gauge. . . . . . . . . . . 1 92-343-1-012 28 2 300 psi/ 2000 kPa 2 Water Pressure Gauge. . . . . . . . . . . 1 92-343-1-005 3 1/4" Gauge Test 33 Valve. . . . . . . . . . . . 2 46-005-1-002 4 1/4" Pressure 46 3 Relief Valve. . . . . . . 1 92-343-1-020 17 NO. DESCRIPTION QTY. P/N 5 1/2" Angle Valve. . . 1 46-048-1-004 45 35 1/2" x 1-1/2". . . . . . 8 CH 6 Model AD-1 36 1/2" x 2" . . . . . . . . . 1 CH Automatic 37 1/2" x 2-1/2". . . . . . 1 CH Drain Valve . . . . . . . 1 52-793-2-004 38 1/2" x 3" . . . . . . . . . 1 CH 7 1/2" Ball Valve . . . . 1 46-050-1-004 39 1/2" x 6" . . . . . . . . . 1 CH 8 1/2" Swing 40 3/4" x 1-1/2". . . . . . 5 CH Check Valve . . . . . . 1 46-049-1-004 41 3/4" x 2" . . . . . . . . . 1 CH 9 3/4" Angle Valve. . . 1 46-048-1-005 42 3/4" x 4-1/2". . . . . . 2 CH 10 3/4" Swing 43 1" x 4". . . . . . . . . . . 1 CH Check Valve . . . . . . 1 46-049-1-005 44 2" x 4-1/2". . . . . . . . 1 CH 11 2" Angle Valve . . . . 1 46-048-1-009 COMPONENTS INCLUDED ONLY IN 12 Drip Funnel PRE-TRIMMED VALVE ASSEMBLIES: Connector. . . . . . . . 1 92-211-1-005 NO. DESCRIPTION QTY. P/N 13 Drip Funnel 45 Model BFV-N Butterfly Bracket. . . . . . . . . . 1 92-211-1-003 25 1/2" 45Â° Elbow . . . . 1 CH Valve, 6" (DN150) . . 1 59300F060N 14 Drip Funnel. . . . . . . 1 92-343-1-007 26 1/2" Cross . . . . . . . 1 CH 46 Butterfy Valve 15 3/32" Vent 27 1/2" Tee . . . . . . . . . 2 CH Assembly Component: Fitting . . . . . . . . . . . 1 92-032-1-002 28 1/2" x 1/4" x 1/2" GxG DPV-1 Valves, 16 1/4" Tube, Reducing Tee . . . . . 2 CH Figure 577 Coupling, 24" Long. . . . . . . . . 1 CH 29 1/2" x 1/2" x 1/4" 6" (DN150) . . . . . . . 1 57760ACP 17 1/4" Plug. . . . . . . . . 2 CH Reducing Tee . . . . . 1 CH FxF, FxG DPV-1 Valves, 18 1/2" Plug. . . . . . . . . 2 CH 30 3/4" 90Â° Elbow . . . . 1 CH Figure 71 Flange Adapter, 19 3/4" Plug. . . . . . . . . 1 CH 31 3/4" x 1/2" x 3/4" 6" (DN150) . . . . . . . 1 7160S 20 1" Plug . . . . . . . . . . 1 CH Reducing Tee . . . . . 3 CH 47 Waterflow Pressure 21 1/2" x 1/4" Reducing 32 1" x 1" x 1/2" Alarm Switch, Bushing . . . . . . . . . 1 CH Reducing Tee . . . . . 1 CH Model PS10-2. . . . . 1 25710 22 1/2" Union. . . . . . . . 1 CH PIPE NIPPLES: 48 Low Air Pressure 23 3/4" Union. . . . . . . . 1 CH 33 1/4" x 3" . . . . . . . . . 2 CH Alarm Switch, 24 1/2" 90Â° Elbow . . . . 1 CH 34 1/2" x Close . . . . . . 1 CH Model PS40-2. . . . . 1 25730 FIGURE 6 - PART 3 OF 3 6 INCH (DN150) MODEL DPV-1 DRY PIPE VALVE EXPLODED ARRANGEMENT OF VALVE TRIM TFP1020 Page 14 of 20 7-1/8" 9" 14-7/8" 9-1/4" (180 mm) (230 mm) (380 mm) (235 mm) 2-1/2 & 3 INCH (DN65 & DN80) VALVE 20-7/16" (520 mm) 16-1/8" (409,6 mm) 2-1/2 or 3 INCH VALVES 12" 6" 12" 14" (300 mm) (150 mm) (300 mm) (355 mm) 4 INCH (DN100) VALVE 21-7/8" (555 mm) 18-5/16" (465 mm) 11-1/2" 7-1/4" 15" 14-3/4" (290 mm) (190 mm) (380 mm) (375 mm) 6 INCH (DN150) VALVE 24-1/2" (620 mm) 21-7/8" (555,6 mm) FIGURE 7 - PART 1 OF 2 MODEL DPV-1 DRY PIPE VALVE INSTALLATION DIMENSIONS, PRE-TRIMMED VALVE TFP1020 Page 15 of 20 6-3/4" 8" 14-7/8" 9-1/4" (170 mm) (200 mm) (380 mm) (235 mm) 2-1/2 & 3 INCH 16-9/16" (DN65 & DN80) (420,7 mm) VALVE 12-1/4" (311,2 mm) 2-1/2 or 3 INCH VALVES 6" (150 mm) 12" 6" 12" 14" (300 mm) (150 mm) (300 mm) (355 mm) 4 INCH 17-1/4" (DN100) (440 mm) VALVE FxF: 13-5/8" (346,1 mm) FxG: 13-11/16" (347,7 mm) GxG: 13-3/4" (349,3 mm) 2-1/2" (65 mm) 11-1/2" 7-1/4" 15" 14-3/4" (290 mm) (190 mm) (380 mm) (375 mm) 6 INCH (DN150) VALVE 18-3/4" (475 mm) 16" (406,4 mm) FxF, FxG, or GxG 4-1/2" (115 mm) FIGURE 7 - PART 2 OF 2 MODEL DPV-1 DRY PIPE VALVE INSTALLATION DIMENSIONS, VALVE AND SEMI-ASSEMBLED TRIM TFP1020 Page 16 of 20 the DPV-1 will permit complete draining â€¢ The main drain and drip funnel drain Valve Setting of the system (including any loose may be interconnected provided scale) through the main drain port. a check valve is located at least Procedure 12 inches (300 mm) below the drip During the valve resetting procedure funnel. The Low Body Drain Valve and after the system is completely Steps 1 through 11 are to be performed (Figure 4, 5, or 6) may be piped so as drained, the external reset knob can be when initially setting the Model DPV-1 to discharge into the Drip Funnel or to easily depressed to externally unlatch Dry Pipe Valve; after an operational test a separate drain. the Clapper Assembly, as shown of the fire protection system; or, after in Figure 3E. As such, the Clapper â€¢ Suitable provision must be made system operation due to a fire. Assembly is returned to its normal set for disposal of drain water. Drainage NOTES: If the DPV-1 is equipped with position to facilitate setting of the dry water must be directed such that it a Dry Pipe Valve Accelerator, refer to its pipe sprinkler system, without having to will not cause accidental damage to resetting instructions before resetting remove the Handhole Cover. property or danger to persons. the DPV-1. Refer to TFP1105 for the â€¢ Unused pressure alarm switch and/or VIZOR or TFP1112 for the ACC-1. Installation water motor alarm connections must Based on the instructions provided, be plugged. reset the Accelerator at the appropriate General Instructions â€¢ The Pressure Relief Valve provided time during the resetting of the DPV-1. Proper operation of the Model DPV-1 with the Valve Trim is factory set to Dry Pipe Valve depends upon its trim Unless otherwise noted, refer to Figure relieve at a pressure of approximately being installed in accordance with the 4, 5, or 6 to identify functional trim 45 psi (3,1 bar), which can typically be instructions given in this Technical Data components. used for a maximum normal system Sheet. Failure to follow the appropriate air pressure of 40 psi (2,8 bar). The Step 1. Close the Main Control Valve, trim diagram may prevent the DPV-1 Pressure Relief Valve may be reset to and close the Air Supply Control Valve. Valve from functioning properly, as a lower or higher pressure; however, If the DPV-1 is equipped with a Dry well as void listings, approvals, and the it must be reset to relieve at a pres- Pipe Valve Accelerator, remove the Dry manufacturerâ€™s warranties. sure which is in accordance with the Pipe Valve Accelerator from service Failure to latch open the Clapper requirements of the authority having in accordance with its Technical Data Assembly prior to a system hydro- jurisdiction. Sheet (Refer to TFP1105 for the VIZOR static test may result in damage to the or TFP1112 for the ACC-1). To reset the Pressure Relief Valve, Clapper Assembly. first loosen the jam nut and then Step 2. Open the Main Drain Valve and The DPV-1 Valve must be installed in a adjust the cap accordingly â€” clock- all auxiliary drains in the system. Close readily visible and accessible location. wise for a higher pressure setting the auxiliary drain valves after water or counter-clockwise for a lower ceases to discharge. Leave the Main The DPV-1 Valve and associated trim pressure setting. After verifying the Drain Valve open. must be maintained at a minimum desired pressure setting, tighten the temperature of 40Â°F (4Â°C). Step 3. Depress the plunger of the jam nut. Automatic Drain Valve to verify that Heat tracing of the DPV-1 Valve or its â€¢ Installation of an Air Maintenance it is open and that the DPV-1 Valve is associated trim is not permitted. Heat Device, as described in the Technical completely drained. tracing can result in the formation of Data Section, is recommended. hardened mineral deposits that are Step 4. Open the Optional Alarm capable of preventing proper operation. â€¢ An Inspectorâ€™s Test Connection Control Valve, as applicable, if it was as required By NFPA 13 must be closed to silence local alarms. The Model DPV-1 Dry Pipe Valve is provided on the system piping at the to be installed in accordance with the Step 5. As necessary, replace all sprin- most remote location from the Model following criteria: klers that have operated. Replacement DPV-1 Valve. sprinklers must be of the same type â€¢ All nipples, fittings, and devices must â€¢ Conduit and electrical connections and temperature rating as those which be clean and free of scale and burrs are to be made in accordance with have operated. before installation. Use pipe thread the requirements of the authority sealant sparingly on male pipe having jurisdiction and/or the National NOTICE threads only. Electric Code. In order to prevent the possibility of â€¢ The DPV-1 Valve must be trimmed â€¢ Before a system hydrostatic test is a subsequent operation of an over- in accordance with Figures 4, 5, performed in accordance with NFPA heated solder type sprinkler, any solder or 6, as applicable. If the DPV-1 13 system acceptance test require- type sprinklers which were possibly is to be equipped with a Dry Pipe ments, the Clapper Assembly is exposed to a temperature greater than Valve Accelerator, refer to the to be manually latched open (Ref. their maximum rated ambient must be Technical Data Sheet TFP1105 for Figure 3D); the Automatic Drain Valve replaced. the VIZOR Electronic Dry Pipe Valve (Figure 4, 5, or 6) is to be temporarily Accelerator or TFP1112 for the Model Step 6. Push down on the Reset replaced with a 1/2 inch NPT plug, the ACC-1 Mechanical Dry Pipe Valve Knob (Figure 3E) to allow the Clapper 3/32 inch Vent Fitting (Item 13, Figure Accelerator. Assembly to re-seat. 4; Item 15, Figure 5; or Item 15, Figure â€¢ Care must be taken to make sure that 6) is to be temporarily replaced with a Step 7. Pressurize the system with air check valves, strainers, globe valves, 1/4 inch NPT plug, and the Handhole (or nitrogen) to 10 psi (0,7 bar), and etc. are installed with the flow arrows Cover Bolts are to be tightened using then individually open all auxiliary drain in the proper direction. a cross-draw sequence. valves in the system piping to drain any remaining water in trapped sections. â€¢ Drain tubing to the drip funnel must Close each drain valve as soon as be installed with smooth bends that water ceases to discharge. will not restrict flow. TFP1020 Page 17 of 20 Also partially open the Low Body work on the fire protection system that sub-section Steps 2 through 5 for Drain Valve to assure that the riser is it controls, permission to shut down the instructions with regard to the inspec- completely drained. Close the Low affected fire protection system must be tion of the Clapper Facing. Body Drain Valve as soon as water obtained from the proper authorities Quarterly Waterflow ceases to discharge. and notify all personnel who may be Alarm Test Procedure affected by action. Step 8. Refer to Table B and then Testing of the system waterflow alarms restore the system to the normal The owner is responsible for the should be performed quarterly. To test system air pressure as necessary to inspection, testing, and mainte- the waterflow alarm, open the Alarm hold the DPV-1 Valve closed. nance of their fire protection system Test Valve, which will allow a flow of and devices in compliance with this water to the Waterflow Pressure Alarm Step 9. Depress the plunger on the document, as well as with the appli- Switch and/or Water Motor Alarm. Automatic Drain Valve to make sure cable standards of the National Fire Upon satisfactory completion of the it is open and that there is no air Protection Association (e.g., NFPA test, close the Alarm Test Valve. discharging. 25), in addition to the standards of any The absence of air discharging from authority having jurisdiction. Contact Water Pressure Inspection the Automatic Drain Valve is an indica- the installing contractor or sprinkler The Water Pressure Gauge is to be tion of a properly set air seat within the manufacturer regarding any questions. inspected monthly (per NFPA 25) DPV-1 Valve. If air is discharging, refer to ensure that normal system water Automatic sprinkler systems are recom- pressure is being maintained. to the Care and Maintenance section mended to be inspected, tested, and under Automatic Drain Valve Inspection Air Pressure Inspection maintained by a qualified Inspection to determine/correct the cause of the The Air Pressure Gauge is to be Service in accordance with local leakage problem. inspected monthly (per NFPA 25) to requirements and/or national codes. Step 10. Partially open the Main Control ensure that normal system air pressure The operational test procedure is being maintained. Valve. Slowly close the Main Drain Valve and waterflow pressure alarm test as soon as water discharges from the Automatic Drain Valve Inspection procedure will result in operation of drain connection. The Automatic Drain Valve should be the associated alarms. Consequently, Depress the plunger on the Automatic notification must first be given to the inspected monthly (per NFPA 25) by Drain Valve to make sure that it is open owner and the fire department, central depressing the plunger and checking to and that there is no water discharging. station, or other signal station to which ensure that the Automatic Drain Valve The absence of water discharging from the alarms are connected. is not discharging water and/or air. A the Automatic Drain Valve is an indica- discharge of water and/or air is an indi- tion of a properly set water seat within Annual Operation Test Procedure cation that the air and/or water seats the DPV-1 Valve. If water is discharging, Note: Unless otherwise noted, refer to are leaking, which could subsequently refer to the Care and Maintenance Figure 4, 5, or 6 to identify functional cause a false operation should the section under the Automatic Drain trim components. intermediate chamber become inad- Valve Inspection to determine/correct Proper operation of the DPV-1 Valve vertently pressurized. the cause of the leakage problem. (i.e., opening of the DPV-1 Valve during If leakage is present, take the DPV-1 If there are no leaks, the DPV-1 Valve is a fire condition) should be verified at Valve out of service (i.e., close the main ready to be placed in service and the least once a year as follows: control valve, open the main drain Main Control Valve must then be fully Step 1. If water must be prevented from valve, close the air supply control valve, opened. flowing beyond the riser, perform the remove the Dry Pipe Valve Accelerator following steps. from service, as applicable, in accor- Note: After setting a fire protection dance with its Technical Data Sheet system, notify the proper authorities â€¢ Close the Main Control Valve. (Refer to TFP1105 for the VIZOR or and advise those responsible for moni- TFP1112 for the ACC-1), and open the â€¢ Open the Main Drain Valve. toring proprietary and/or central station Inspectorâ€™s Test Connection to relieve alarms. â€¢ Open the Main Control Valve one turn the system air pressure to 0 psig as Step 11. Once a week after a valve is beyond the position at which water indicated on the System Air Pressure reset following an operational test or just begins to flow from the Main Gauge), and then after removing the system operation, the Low Body Drain Drain Valve. Handhole Cover, perform the following Valve (and any low point drain valves) â€¢ Close the Main Drain Valve. steps: should be partially opened (and then Step 2. Open the systemâ€™s Inspectorâ€™s Step 1. Make sure that the Seat Ring subsequently closed) to relieve drain- Test Connection. is clean and free of any nicks or signifi- back water. Continue this procedure cant scratches. until drain-back water is no longer Step 3. Verify that the DPV-1 Valve present. has operated, as indicated by the flow Step 2. Remove the Clapper Assembly of water into the system and that all from the valve by first pulling out the Care and waterflow alarms operate properly. Hinge Pin. Step 4. Close the systemâ€™s Main Step 3. Disassemble the Clapper Maintenance Control Valve. Facing Retainer from the Clapper so that the Clapper Facing can be Step 5. Reset the DPV-1 Valve in accor- The following procedures and inspec- removed and inspected. Make sure dance with the Valve Setting Procedure. tions should be performed as indicated, that the Clapper Facing does not show in addition to any specific requirements Note: It is recommended that the signs of compression set, damage, etc. of the NFPA, and any impairment must requirement of NFPA 25 to annually Replace the Clapper Facing if there is be immediately corrected. inspect the inside of the valve be any signs of wear. performed at this time and prior to Before closing a fire protection system resetting the DPV-1 Valve. Refer to main control valve for maintenance the Automatic Drain Valve Inspection TFP1020 Page 18 of 20 Step 4. Clean the Clapper Facing, Pre-Trimmed DPV-1 Assemblies Accessories Clapper, and Clapper Facing Retainer, with Butterfly Valve Order the Technical Data Sheets for the and then reassemble the Clapper Specify: 2-1/2 Inch DPV-1 Pre-Trimmed following, as applicable, for details and Assembly. Valve Assembly, P/N 52-310-3-925 additional accessories: Step 5. Reinstall the Clapper Assembly Specify: 3 Inch DPV-1 Pre-Trimmed Model PS10-2 with its Hinge Pin and then reinstall the Valve Assembly, P/N 52-310-3-930 Potter Electric Waterflow Handhole Cover. Pressure Alarm Switch Specify: 4 Inch DPV-1 Pre-Trimmed Valve Assembly, P/N (specify) ...................... P/N 25710 Ordering Model PS40-2 FxF ................P/N 52-310-3-040 Potter Electric Low Air Pressure Alarm Procedure FxG................P/N 52-310-3-440 Switch ................ P/N 25730 GxG ...............P/N 52-310-3-940 Model WMA1 Refer to Table A for Flange Drilling Specify: 6 Inch DPV-1 Pre-Trimmed Water Motor Alarm Specifications. Valve Assembly, P/N (specify) ................ P/N 52-630-1-001 Model AMD-1 Standard DPV-1 Dry Pipe Valve FxF ................P/N 52-310-3-060 Air Maintenance Device (American Standard Flange Drill- FxG................P/N 52-310-3-460 ................ P/N 52-324-2-002 ing, Threaded Ports, and Groove GxG ...............P/N 52-310-3-960 Model AMD-2 Outside Diameter, as applicable) Pre-Trimmed DPV-1 Assemblies Air Maintenance Device Specify: (specify size) Model DPV-1 Dry without Butterfly Valve ................P/N 52-326-2-001 Pipe Valve with (specify Inlet x Outlet) Specify: 4 Inch DVP-1 Pre-Trimmed Model AMD-3 end connections, P/N (specify). Valve Assembly without Butterfly, P/N Nitrogen Maintenance Device (specify) 2-1/2 Inch (DN65) ................P/N 52-328-2-001 GxG, FxF ................P/N 52-310-4-040 2.88 inch (73,1 mm) O.D. FxG................P/N 52-310-4-440 Replacement Valve Parts Groove x 2.88 inch (73,1 mm) Specify: (description) for use with Specify: 6 Inch DVP-1 Pre-Trimmed (specify size) Model DPV-1 Dry Pipe O.D. Groove ...... P/N 52-310-1-925 Valve Assembly without Butterfly, P/N Valve, P/N (see Figure 1 Parts 1 and 2 3 Inch (DN80) (specify) as applicable). GxG, 3.50 inch (88,9 mm) O.D. FxF ................P/N 52-310-4-060 Replacement Trim Parts Groove x 3.50 inch (88,9 mm) FxG................P/N 52-310-4-460 Specify: (description) for use with O.D. Groove ...... P/N 52-310-1-930 Standard Galvanized (specify size) Model DPV-1 Dry Pipe Semi-Assembled DPV-1 Trim Valve, P/N (Figures 4, 5, or 6, Part 3 as 4 Inch (DN100) Specify: 2-1/2 and 3 Inch DPV-1 Semi- applicable). GxG, Assembled Galvanized Trim, P/N 4.50 inch (114,3 mm) O.D. Weights 52-309-2-005. Groove x 4.50 inch (114,3 mm) The following are the nominal weights O.D. Groove ...... P/N 52-310-1-940 Specify: 4 Inch DPV-1 Semi-Assembled for the valves and trim: FxG, Galvanized Trim, P/N 52-309-2-001 ANSI Drilled Flange Specify: 6 Inch DPV-1 Semi-Assembled Pre-Trimmed DPV-1 Valve x 4.50 inch (114,3 mm) Galvanized Trim, P/N 52-309-2-002 Assemblies: O.D. Groove ...... P/N 52-310-1-440 2-1/2 Inch (DN65) FxF, Optional Accelerator GxG Dry Pipe Valve . .... 87lbs.(40kg) ANSI Drilled Flange x ANSI VIZOR Electronic Dry Pipe 3 Inch (DN80) Drilled Flanged.... P/N 52-310-1-040 Accelerator (with Trim) GxG Dry Pipe Valve ..... 90lbs.(42kg) (Details provided in TFP1105) 4 Inch (DN100) 6 Inch (DN150) GxG, Specify: VIZOR Electronic Dry Pipe GxG Dry Pipe Valve .... 121lbs.(56kg) 6.62 inch (168,3 mm) O.D. Accelerator for use with the 4 or 6 4 Inch (DN100) Groove x 6.62 inch (168,3 mm) inch TYCO Model DPV-1 Dry Pipe FxG Dry Pipe Valve..... 135lbs.(64kg) O.D. Groove ...... P/N 52-310-1-960 Valve trim, P/N 52-312-3-001 4 Inch (DN100) FxG, FxF Dry Pipe Valve..... 145lbs.(69kg) Model ACC-1 Mechanical ANSI Drilled Flange Accelerator 6 Inch (DN150) x 6.62 inch (168,3 mm) (Details provided in TFP1112) GxG Dry Pipe Valve .... 175lbs.(81kg) 6 Inch (DN150) O.D. Groove ...... P/N 52-310-1-460 FxF, Specify: Model ACC-1 Dry Pipe FxG Dry Pipe Valve.....195lbs. (90kg) Accelerator, P/N 52-311-1-001, and 6 Inch(DN150) ANSI Drilled Flange x ANSI Drilled Flanged.... P/N 52-310-1-060 Galvanized Accelerator Trim for FxF Dry Pipe Valve.... 208lbs. (96kg) Model DPV-1 Dry Pipe Valve, Standard Galvanised P/N 52-311-2-010 Semi-Assembled DPV-1 Trim: 2-1/2 Inch (DN65) Optional 600 PSI Water Pressure Valve Trim ............23lbs. (11kg) Gauge 3 Inch (DN80) Specify: 600 PSI Water Pressure Valve Trim ............23lbs. (11kg) Gauge, P/N 92-343-1-004 4 Inch (DN100) Valve Trim ............30lbs. (14kg) 6 Inch (DN150) Valve Trim.............30lbs. (14kg) TFP1020 Page 19 of 20 DPV-1 Valve: Part Numbers For Other 4 Inch FxG, 2-1/2 Inch (DN65) (DN100) Dry Pipe Valves JIS Flange x 6.62â€ (168,3 mm) GxG Dry Pipe Valve .....37lbs. (17kg) Valves with NPT Ports Outside Dia. Groove 3 Inch (DN80) FxG, ................ P/N 52-309-1-815 GxG Dry Pipe Valve .....38lbs. (18kg) ISO Flange x 4.50â€ (114,3 mm) FxG, 4 Inch (DN100) Outside Dia. Groove JIS Flange x 6.50â€ (165,1 mm) GxG Dry Pipe Valve .....57lbs. (26kg) ................ P/N 52-309-1-253 Outside Dia. Groove 4 Inch (DN100) FxG, ................ P/N 52-309-1-835 FxG Dry Pipe Valve......67lbs. (31kg) AS Flange x 4.50â€ (114,3 mm) FxF, 4 Inch (DN100) Outside Dia. Groove ISO Flange x ISO Flange FxF Dry Pipe Valve......77lbs. (36kg) ................ P/N 52-309-1-613 ................ P/N 52-309-1-135 6 Inch (DN150) FxG, FxF, GxG Dry Pipe Valve .....95lbs. (44kg) JIS Flange x 4.50â€ (114,3 mm) AS Flange x AS Flange 6 Inch (DN150) Outside Dia. Groove ................ P/N 52-309-1-515 FxG Dry Pipe Valve.... 108 lbs. (50kg) ................ P/N 52-309-1-813 FxF, 6 Inch(DN150) FxF, JIS Flange x JIS Flange FxF Dry Pipe Valve.....121lbs. (56kg) ISO Flange x ISO Flange ................ P/N 52-309-1-715 Other DPV-1 Dry Pipe Valves ................ P/N 52-309-1-133 Valves with ISO Ports Notes: Other DPV-1 Dry Pipe Valves FxF, GxG, are valves ordered with a any combi- AS Flange x AS Flange 6.62â€(168,3 mm) Outside Dia. nation of flange, threaded ports, or ................ P/N 52-309-1-513 Groove x 6.62â€(168,3 mm) groove outside diameter not offered FxF, Outside Dia. Groove under â€œStandard DPV-1 Dry Pipe Valveâ€ JIS Flange x JIS Flange ................ P/N 52-309-1-925 offerings. ................ P/N 52-309-1-713 GxG, Valves with NPT threaded ports are Valves with ISO Ports 6.50â€(165,1 mm) Outside Dia. intended for use with the â€œStandard GxG, Groove x 6.50â€(165,1 mm) Galvanized Semi-Assembled DPV-1 4.50â€(114,3 mm) Outside Dia. Outside Dia. Groove Valve Trimâ€ offered and detailed in this Groove x 4.50â€ (114,3 mm) ................ P/N 52-309-1-945 document. Valves with ISO threaded Outside Dia. Groove FxG, ports are intended for use with special ................ P/N 52-309-1-923 ISO Flange x 6.62â€(168,3 mm) order trim that is provided by local FxG, Outside Dia. Groove distributors to meet the specific needs ISO Flange x 4.50â€ (114,3 mm) ................ P/N 52-309-1-215 of certain localities. Please contact your Outside Dia. Groove FxG, local distributor regarding valves and ................ P/N 52-309-1-213 ISO Flange x 6.50â€(165,1 mm) valve trim for specific localities. FxF, Outside Dia. Groove Specify: (specify size) Model DPV-1 Dry ISO Flange x ISO Flange ................ P/N 52-309-1-315 Pipe Valve with (specify inlet x outlet) ................ P/N 52-309-1-113 FxF, connections with (specify NPT or ISO) ISO Flange x ISO Flange threaded ports, P/N (specify). Part Numbers For Other 6 Inch ................ P/N 52-309-1-115 (DN150) Dry Pipe Valves Part Numbers For Other 2-1/2 Inch Valves with NPT Ports (DN65) Dry Pipe Valves GxG, Valves with NPT Ports 6.50â€(165,1 mm) Outside Dia. GxG, Groove x 6.50â€ (165,1 mm) 3.00â€(76,1 mm) Outside Dia. Outside Dia. Groove Groove x 3.00â€ (76,1 mm) ................ P/N 52-309-1-935 Outside Dia. Groove FxG, ................ P/N 52-309-1-930 ANSI Flange x 6.50â€ (165,1 mm) Valves with ISO Ports Outside Dia. Groove GxG, ................ P/N 52-309-1-435 2.88â€(73,0 mm) Outside Dia. FxG, Groove x 2.88â€ (73,0 mm) ISO Flange x 6.62â€ (168,3 mm) Outside Dia. Groove Outside Dia. Groove ................ P/N 52-309-1-920 ................ P/N 52-309-1-255 GxG, FxG, 3.00â€(76,1 mm) Outside Dia. ISO Flange x 6.50â€ (165,1 mm) Groove x 3.00â€ (76,1 mm) Outside Dia. Groove Outside Dia. Groove ................ P/N 52-309-1-335 ................ P/N 52-309-1-940 FxG, AS Flange x 6.62â€ (168,3 mm) Part Numbers For Other 3 Inch Outside Dia. Groove (DN80) Dry Pipe Valves ................ P/N 52-309-1-615 Valves with ISO Ports FxG, GxG, AS Flange x 6.50â€ (165,1 mm) 3.50â€(88,9 mm) Outside Dia. Outside Dia. Groove Groove x 3.50â€ (88,9 mm) ................ P/N 52-309-1-635 Outside Dia. Groove ................ P/N 52-309-1-922 TFP1020 Page 20 of 20 GLOBAL HEADQUARTERS | 1400 Pennbrook Parkway, Lansdale, PA 19446 | Telephone +1-215-362-0700 Copyright Â© 2013 Tyco Fire Products, LP. All rights reserved. BELLS PBA-AC & MBA-DC UL, ULC, and FM Approved Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) -40Â° to 150Â°F (-40Â° to 66Â°C) (Outdoor use requires weatherproof backbox.) Termination: AC Bells - 4 No. 18 AWG stranded wires DC Bells - Terminal strip Finish: Red powder coating * Optional: Model BBK-1 weatherproof backbox Model BBX-1 deep weatherproof backbox These vibrating type bells are designed for use as ï¬ re, burglar or general Notes: signaling devices. They have low power consumption and high decibel 1. Minimum dB ratings are calculated from integrated sound pressure ratings. The unit mounts on a standard 4" (101mm) square electrical box measurements made at Underwriters Laboratories as speciï¬ ed in UL for indoor use or on a model BBK-1 weatherproof backbox or BBX-1 Standard 464. UL temperature range is -30Â° to 150Â°F (-34Â° to 66Â°C). deep weatherproof backbox for outdoor applications. Weatherproof 2. Typical dB ratings are calculated from measurements made with a backbox model BBK-1, Stock No. 1500001. conventional sound level meter and are indicative of output levels in an actual installation. 3. ULC only applies to MBA DC bells. Size inches Voltage Model Stock Current Typical dB at Minimum dB at (mm) Number Number (Max.) 10 ft. (3m) (2) 10 ft. (3m) (1) 6 (150) 12VDC MBA126 1750070 .12A 85 76 8 (200) 12VDC MBA128 1750080 .12A 90 77 10 (250) 12VDC MBA1210 1750060 .12A 92 78 6 (150) 24VDC MBA246 1750100 .06A 87 77 8 (200) 24VDC MBA248 1750110 .06A 91 79 10 (250) 24VDC MBA2410 1750090 .06A 94 80 6 (150) 24VAC PBA246 1806024* .17A 91 78 8 (200) 24VAC PBA248 1808024* .17A 94 77 10 (250) 24VAC PBA2410 1810024* .17A 94 78 6 (150) 120VAC PBA1206 1806120* .05A 92 83 8 (200) 120VAC PBA1208 1808120* .05A 99 84 10 (250) 120VAC PBA12010 1810120* .05A 99 86 All DC bells are polarized and have built-in transient protection. * Does not have ULC listing. In outdoor or wet installations, bell must be mounted with weatherproof backbox, BBK-1 or BBX-1. Standard electrical boxes will not provide a weatherproof enclosure. If the bell and/or assembly is exposed to moisture, it may fail or create an electrical hazard. Potter Electric Signal Company, LLC â€¢ 2081 Craig Road, St. Louis, MO, 63146-4161 â€¢ Phone: 800-325-3936/Canada 888-882-1833â€¢ www.pottersignal.com PRINTED IN USA MFG. #5400776 - REV Y PAGE 1 OF 2 5/08 BELLS PBA-AC & MBA-DC Bells Dimensions Inches (mm) Wiring (rear view) Fig. 1 Fig. 3 A.C. BELLS 10â€ WHITE (IN) WHITE (OUT) (250) 8â€ (200) FROM CONTROL 6â€ PANEL OR (150) PRECEDING BELL BLACK (IN) BLACK (OUT) CAUTION: WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. 2 11/16â€ (68) NOTES: DWG# 776-1 1. WHEN USING AC BELLS, TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL. 2. END-OF-LINE RESISTOR IS NOT REQUIRED ON AC BELLS. DWG# 776-3 Weatherproof Backbox Dimensions Inches (mm) Fig. 2 FACP _ + Box has one threaded 1/2" conduit entrance 5 3/4â€ 3 3/8â€ 5â€ To Next (146) (86) (127) Device or End-of-Line Resistor 3 3/8â€ 1 5/8â€ (86) (41) 4 1/4â€ (108) Installation DWG# 776-2 1. The bell shall be installed in accordance with NFPA 13, 72, or local AHJ. The top of the device shall be no less than 90" AFF and not less than 6" below the ceiling. 2. Remove the gong. 3. Connect wiring (see Fig. 3). 4. Mount bell mechanism to backbox (bell mechanism must be 4 1/4â€ (108)3 3/8â€ (85.9) mounted with the striker pointing down). 5. Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can BBX-1 2â€ (51) be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). Failure to install striker down will prevent bell from operating. PRINTED IN USA MFG. #5400776 - REV Y PAGE 2 OF 2 5/08 Page 1 of 6 MICROMATICÂ® STANDARD TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK200 (K8.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com 1. DESCRIPTION The Viking MicromaticÂ® Standard Response Upright VK200 Sprinkler is a small, thermosensitive, glass-bulb spray sprinkler available in several different finishes, tem- perature ratings, and K-Factors to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for instal- lation in corrosive environments and are listed/approved as as indicated in the Approval Charts. Viking standard response sprinklers may be ordered and/or used as open sprinklers (glass bulb and pip cap assembly removed) on deluge systems. Refer to Ordering Instructions. 2. LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Class Series 2000 VdS Approved: Certificates G414013, G414014, G498006, and G4060055 LPCB Approved: Certificate 096e/06 CE Certified: Standard EN 12259-1, Declaration of Performance DOP_S0021_5-2-21, DOP_VK200-260C_17-2-21 China Approval: Approved according to China GB Standard MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 UKCA Approved: Standard EN 12259-1; Certificate Number 0832-UKCA-CPR-S5029; UKCA DOC_S5029; 2021 NOTE: Other International approval certificates are available upon request. Refer to Approval Charts and Design Criteria for listing and approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar)â€ Maximum Working Pressure: 175 psi (12 bar) wwp Factory tested hydrostatic rating: 500 psi (34.5 bar) Thread size: 1/2â€ NPT, 15 mm BSP, 3/4â€ NPT, 20 mm BSPT Nominal K-Factor: 8.0 U.S. (115.2 metric**) Glass-bulb fluid temperature rating: -65 Â°F (-55 Â°C) Overall Length: 2-3/8â€ (60 mm) â€ cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). ** Metric K-factor measurement shown is in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Material Standards: Frame Casting: Brass UNS-C84400 Deflector: Brass UNS-C23000 or Phosphor Bronze UNS-C51000 Bulb: Glass, nominal 5 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers: Belleville Spring-Exposed For ENT coated Sprinklers: Belleville Spring - Exposed, Screw and Pipcap - ENT plated. â€ â€ Not for FM Approval. Ordering Information: Refer to Table 1. 4. INSTALLATION Refer to appropriate NFPA Installation Standards. Form No. F_032814 Rev 02 October 2023 Replaces Form No. F_032814 Rev 01 (Added UKCA Approval; removed obs part no.s ) Page 2 of 6 MICROMATICÂ® STANDARD TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK200 (K8.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking MicromaticÂ® Standard Response Upright Sprinkler VK200 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Vikingâ€™s current list price schedule or contact Viking directly. Form No. F_032814 Rev 02 October 2023 Page 3 of 6 MICROMATICÂ® STANDARD TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK200 (K8.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com TABLE 1: ORDERING INFORMATION Instructions: Using the sprinkler base part number, (1) add the suffix for the desired Finish (2) add the suffix for the desired Temperature Rating. Sprinkler Size 1: Finishes 2: Temperature Ratings Base Part NPT BSPT 1 Nominal Bulb Hazard Max. Ambient Ceiling No. Inch mm Description Suffix Rating Color Classification Temperature2 Suffix 18263 3/4 -- Brass A 135 Â°F (57 Â°C) Orange Ordinary 100 Â°F (38 Â°C) A 18266 -- 20 Chrome F 155 Â°F (68 Â°C) Red Ordinary 100 Â°F (38 Â°C) B 182688 1/2 -- White Polyester M-/W 175 Â°F (79 Â°C) Yellow Intermediate 150 Â°F (65 Â°C) D 203779 -- 20 Black Polyester M-/B 200 Â°F (93 Â°C) Green Intermediate 150 Â°F (65 Â°C) E Wax C 286 Â°F (141 Â°C) Blue High 225 Â°F (107 Â°C) G Wax over Polyester V-/W 360 Â°F (182 Â°C) Mauve Extra High 300 Â°F (149 Â°C) H ENT 3 JN 500 Â°F (260 Â°C) Black Ultra High6 465 Â°F (240 Â°C) L Example: 18263MB/W = VK200 with White Polyester Finish and 155 Â°F (68 Â°C) Nominal temperature rating. This sprinkler is to be installed into an area with a maximum ambient temperature of 100 Â°F (38 Â°C) meaning if the area will experience temperatures above the maximum ambient rating, you shall use a higher temperature-rated sprinkler. Corrosion Resistant Coatings5 â€¢ White Polyester and Black Polyester in all temperature ratings. â€¢ ENT in all temperature ratings except 135 Â°F (57 Â°C). â€¢ Wax-Coated Brass and Wax over Polyester7 for sprinklers with the following temperature ratings: 155 Â°F (68 Â°C) Lt. Brown Wax | 175 Â°F (79 Â°C) Brown Wax | 200 Â°F (93 Â°C) Brown Wax | 286 Â°F (141 Â°C) Dk. Brown Wax7 Accessories Sprinkler Wrenches (see Figure 1): A. Standard Wrench: Part No. 21475M/B B. Standard Wrench for Wax Coated Sprinklers: Part No. 10896W/B C. Socket Wrench for Recessed Pendent Sprinklers: Part No. 13655W/B (A 1/2â€ ratchet is required, not available from Viking) D. Socket Wrench for Wax Coated Sprinklers: Part No. 13577W/B (A 1/2â€ ratchet is required, not available from Viking) E. Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool9: Part No. 15915 Sprinkler Cabinet: A. Up to 6 sprinklers: Part number 01724A (available since 1971). B. 6-12 Sprinklers: Part number 01725A (available since 1971). Footnotes 1. Where a dash (-) is shown in the Finish suffix designation, insert the desired Temperature Rating suffix. See example above. 2. Based on NFPA 13, NFPA 13R, and NFPA 13D. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3. FM Approved corrosion resistant. 4. The corrosion resistant and corrosion proofing coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chart(s). These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and ENT coatings. For ENT coated automatic sprinklers, the waterway is coated. 5. Sprinklers of Ultra-High temperature rating are intended for use inside ovens, dryers, or similar enclosures with normal operating temperatures above 300 Â°F (149 Â°C). Where the ambient temperature around the Ultra-High temperature rated sprinkler is significantly reduced below 300 Â°F (149 Â°C), response time may be severely retarded 6. Wax melting point is 170 Â°F (76 Â°C) for 286 Â°F (141 Â°C) temperature rated sprinklers. For more inforamation regarding wax coatings, refer to Bulletin Form No. F_010201. 7. Allows use from the floor by attaching a length of 1â€ diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F_051808. 8. The 1/2â€ NPT Large Orifice Sprinkler is listed and approved for retrofit only when installed in accordance with NFPA 13. 9. Approved according to China GB Standard. Form No. F_032814 Rev 02 October 2023 Page 4 of 6 MICROMATICÂ® STANDARD TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK200 (K8.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com A C 2-3/8Êº B (60 mm) Nominal Pipe Engagement 7/16Êº (11 mm) Figure 1: Sprinkler Wrenches Figure 2: Sprinkler Dimensions Step 1: Carefully slide the Step 2: Carefully press the wrench downward and wrench around the deflector. ensure engagement with the sprinkler wrench flats. Figure 3: Wax Coated Sprinkler Installation Form No. F_032814 Rev 02 October 2023 Page 5 of 6 MICROMATICÂ® STANDARD TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK200 (K8.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart 1 (UL) MicromaticÂ® Standard Response Upright Sprinklers Maximum 175 PSI (12 bar) WWP Sprinkler Thread Size Nominal Overall Listings and Approvals3 Base Part SIN K-Factor Length (Refer also to UL Design Criteria.) Number1 NPT BSPT U.S. metric2 Inches mm cULus4 VdS LPCB 8, 12 10 ApprovalChina UKCA13 Standard Orifice 18263 VK200 3/4â€ 20 mm 8.0 115.2 2-1/4â€ 57 A1, B4, C5, D3, E6 A2 A2, B4 F3, D3 F3 -- A2, B4 18266 VK200 -- 20 mm 8.0 115.2 2-1/4â€ 57 A1, B4, C5, D3, E6 A2 A2, B4 F3, D3 F3 -- A2, B4 182689 VK200 1/2â€ 15 mm 8.0 115.2 2-1/4â€ 57 A1, B4, C5, D3, E6 A2 A2, B4 F3 F3 -- -- 2037711 VK200 -- 20 mm 8.0 115.2 2-1/4â€ 57 G3 -- -- -- -- G3 -- Approved Temperature Ratings A - 135 Â°F (57 Â°C), 155 Â°F (68 Â°C), 175 Â°F (79 Â°C), 200 Â°F (93 Â°C), 286 Â°F Approved Finishes (141 Â°C), and 360 Â°F (182 Â°C) 1 - Brass, Chrome, White Polyester5,6 and Black Polyester5,6 B - 135 Â°F (57 Â°C), 155 Â°F (68 Â°C), 175 Â°F (79 Â°C), and 200 Â°F (93 Â°C) 2 - Brass, Chrome, White Polyester6, and Black Polyester6 C - 286 Â°F (141 Â°C) 3 - Brass and Chrome D - 500 Â°F (260 Â°C)7 4 - Wax-Coated Brass and Wax Over Polyester5 E - 155 Â°F (68 Â°C), 175 Â°F (79 Â°C), 200 Â°F (93 Â°C), 286 Â°F (141 Â°C), 360 Â°F (182 Â°C), and 500 Â°F (260 Â°C)7 5 - High Temperature 200 Â°F (93 Â°C) Wax Coating (corrosion resistant); maxi- mum ambient temperature allowed at ceiling = 150 Â°F (65 Â°C) F - 155 Â°F (68 Â°C), 175 Â°F (79 Â°C), 200 Â°F (93 Â°C), 286 Â°F (141 Â°C), and 360 Â°F (182 Â°C) 6 - ENT5 G - 155 Â°F (68 Â°C), 200 Â°F (93 Â°C), and 286 Â°F (141 Â°C) Footnotes 1. Base part number is shown. For complete part number, refer to Vikingâ€™s current price schedule. 2. Metric K-factor shown is for use when pressure is measured in bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3. This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. 4. Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. 5. cULus Listed as corrosion resistant. 6. Other colors are available on request with the same Listings and Approvals as the standard colors. 7. Sprinklers of Ultra-High temperature rating are intended for use inside ovens, dryers, or similar enclosures with normal operating temperatures above 300 Â°F (149 Â°C). Where the ambient temperature around the Ultra-High temperature rated sprinkler is significantly reduced below 300 Â°F (149 Â°C), the response time of the Ultra-High temperature rated sprinkler may be severely retarded. 8. CE Standard EN 12259-1, Declaration of Performance DOP_S0021_5-2-21. 9. The 1/2â€ NPT Large Orifice Sprinkler is listed and approved for retrofit only when installed in accordance with NFPA 13. 10. MED Certified, Standard EN 12259-1, EC-certificate 0832-MED-1003. 11. Approved according to China GB Standard. 12. CE Standard EN 12259-1, Declaration of Performance DOP_VK200-260C_17-2-21. 13. UKCA Approved: Standard EN 12259-1; Certificate Number 0832-UKCA-CPR-S5029; UKCA DOC_S5029; 2021 DESIGN CRITERIA - UL (Also refer to Approval Chart 1.) cULus Listing Requirements: The Viking MicromaticÂ® Standard Response Upright Sprinkler VK200 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. â€¢ Designed for use in Light, Ordinary, and Extra Hazard occupancies. â€¢ The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_032814 Rev 02 October 2023 Page 6 of 6 MICROMATICÂ® STANDARD TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK200 (K8.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart 2 (FM) MicromaticÂ® Standard Response Upright Sprinklers Maximum 175 PSI (12 bar) WWP Sprinkler Base Thread Size Nominal K-Factor Overall Length FM Approvals3 SIN Part Number1 NPT BSPT U.S. metric (Refer also to Design Criteria below.) 2 Inches mm Standard Orifice 182687 VK200 1/2â€ 15 mm 8.0 115.2 2-1/4â€ 57 A1, B2, C1, D3 18263 VK200 3/4â€ 20 mm 8.0 115.2 2-1/4â€ 57 A1, B2, C1, D3 18266 VK200 -- 20 mm 8.0 115.2 2-1/4â€ 57 A1, B2, C1, D3 203778 VK200 -- 20 mm 8.0 115.2 2-1/4â€ 57 E4 NOTICE - Product Below - Limited Availability (Contact Local Viking Office) 102207 VK200 1/2â€ 15 mm 8.0 115.2 2-1/4â€ 57 A1, B2, C1, D3 10141 VK200 3/4â€ 20 mm 8.0 115.2 2-1/4â€ 57 A1, B2, C1, D3 10169 VK200 -- 20 mm 8.0 115.2 2-1/4â€ 57 A1, B2, C1, D3 Approved Temperature Ratings A - 135 Â°F (57 Â°C), 155 Â°F (68 Â°C), 175 Â°F (79 Â°C), 200 Â°F (93 Â°C), 286 Â°F (141 Â°C), and 360 Â°F (182 Â°C) Approved Finishes B - 135 Â°F (57 Â°C), 155 Â°F (68 Â°C), 175 Â°F (79 Â°C), and 1 - Brass, Chrome, White Polyester4, and Black Polyester4 200 Â°F (93 Â°C) 2 - Wax-Coated Brass (corrosion resistant) C - 500 Â°F (260 Â°C)5 3 - ENT6 D - 155 Â°F (68 Â°C), 175 Â°F (79 Â°C), 200 Â°F (93 Â°C), 286 Â°F 4 - Brass and Chrome (141 Â°C), 360 Â°F (182 Â°C), and 500 Â°F (260 Â°C)5 E - 155 Â°F (68 Â°C), 200 Â°F (93 Â°C), 286 Â°F (141 Â°C) Footnotes 1 Base part number is shown. For complete part number, refer to Vikingâ€™s current price schedule. 2 Metric K-factor shown is for use when pressure is measured in bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. 4 Other colors are available on request with the same Approvals as the standard colors. 5 Sprinklers of Ultra-High temperature rating are intended for use inside ovens, dryers, or similar enclosures with normal operating temperatures above 300 Â°F (149 Â°C). Where the ambient temperature around the Ultra-High temperature rated sprinkler is significantly reduced below 300 Â°F (149 Â°C), the response time of the Ultra-High temperature rated sprinkler may be severely retarded. 6 FM approved as corrosion resistant. 7 The 1/2â€ NPT Large Orifice Sprinkler is listed and approved for retrofit only when installed in accordance with NFPA 13. 8 Approved according to China GB Standard. DESIGN CRITERIA - FM (Also refer to Approval Chart 2.) FM Approval Requirements: The Viking MicromaticÂ® Standard Response Upright Sprinkler VK200 is is FM Approved as standard response Non-Storage upright sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organiza- tions, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_032814 Rev 02 October 2023 Replaces Form No. F_032814 Rev 01 (Added UKCA Approval; removed obs part no.s ) Page 1 of 4 CARE AND HANDLING BULLETIN OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com SPRINKLERS ARE FRAGILE - HANDLE WITH CARE! General Handling and Storage: â€¢ Store sprinklers in a cool, dry place. â€¢ Protect sprinklers during storage, transport, handling, and after installation. â€¢ Use the original shipping containers. DO NOT place sprinklers loose in boxes, bins, or buckets. â€¢ Keep sprinklers separated at all times. DO NOT allow metal parts to contact sprinkler operating elements. CORRECT INCORRECT For Pre-Assembled Drops: (Original container used) (Placed loose in box) â€¢ Protect sprinklers during handling and after installation. â€¢ For recessed assemblies, use the protective sprinkler cap (Viking Part Number 10364). Sprinklers with Protective Shields or Caps: â€¢ DO NOT remove shields or caps until after sprinkler installation and there no longer is potential for mechanical damage to the sprinkler operating elements. â€¢ Sprinkler shields or caps MUST be removed BEFORE placing the system in service! CORRECT INCORRECT (Protected with caps) (Protective caps not used) â€¢ Remove the sprinkler shield by carefully pulling it apart where it is snapped together. â€¢ Remove the cap by turning it slightly and pulling it off the sprinkler. Sprinkler Installation: â€¢ DO NOT use the sprinkler deflector or operating element to start or thread the sprinkler into a fitting. â€¢ Use only the designated sprinkler head wrench! Refer to the current sprinkler tech- nical data page to determine the correct wrench for the model of sprinkler used. CORRECT INCORRECT â€¢ DO NOT install sprinklers onto piping at the floor level. (Piping is in place at the (Sprinkler at floor level) â€¢ Install sprinklers after the piping is in place to prevent mechanical damage. ceiling) â€¢ DO NOT allow impacts such as hammer blows directly to sprinklers or to fittings, pipe, or couplings in close proximity to sprinklers. Sprinklers can be damaged from direct or indirect impacts. â€¢ DO NOT attempt to remove drywall, paint, etc., from sprinklers. â€¢ Take care not to over-tighten the sprinkler and/or damage its operating parts! Maximum Torque: 1/2â€ NPT: 14 ft-lbs. (19.0 N-m) CORRECT INCORRECT 3/4â€ NPT: 20 ft-lbs. (27.1 N-m) (Special installation (Designated wrench not 1â€ NPT: 30 ft-lbs. (40.7 N-m) wrenches) used) WARNING Any sprinkler with a loss of liquid from the glass bulb or damage to the fusible element should be destroyed. Never install sprinklers that have been dropped, damaged, or exposed to temperatures exceeding the maximum ambient temperature allowed. Sprinklers that have been painted in the field must be replaced per NFPA 13. Protect sprinklers from paint and paint overspray in accordance with the installation standards. Do not clean sprinklers with soap and water, ammonia, or any other cleaning fluid. Do not use adhesives or solvents on sprinklers or their operating elements. Refer to the appropriate technical data page and NFPA standards for complete care, handling, installation, and maintenance instructions. For additional product and system information Viking data pages and installation instructions are available on the Viking Web site at www.vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Replaces Form No. F_091699 Rev 16.1 (Added P65 Warning) Page 2 of 4 CARE AND HANDLING BULLETIN OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com PROTECTIVE SPRINKLER SHIELDS AND CAPS General Handling and Storage: Many Viking sprinklers are available with a plastic protective cap or shield temporarily covering the operating elements. The snap- on shields and caps are factory installed and are intended to help protect the operating elements from mechanical damage during shipping, storage, and installation. NOTE: It is still necessary to follow the care and handling instructions on the appropriate sprin- kler technical data sheets* when installing sprinklers with bulb shields or caps. WHEN TO REMOVE THE SHIELDS AND CAPS: NOTE: SHIELDS AND CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Remove the shield or cap from the sprinkler only after checking all of the following: â€¢ The sprinkler has been installed*. â€¢ The wall or ceiling finish work is completed where the sprinkler is installed and there no longer is a potential for mechanical damage to the sprinkler operating elements. SHIELDS AND CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Figure 1: Sprinkler shield being Figure 2: Sprinkler cap being Figure 3: Sprinkler cap being re- removed from a pendent sprinkler. removed from a pendent sprinkler. moved from and upright sprinkler. HOW TO REMOVE SHIELDS AND CAPS: No tools are necessary to remove the shields or caps from sprinklers. DO NOT use any sharp objects to remove them! Take care not to cause mechanical damage to sprinklers when removing the shields or caps. When removing caps from fusible ele- ment sprinklers, use care to prevent dislodging ejector springs or damaging fusible elements. NOTE: Squeezing the sprinkler cap excessively could damage sprinkler fusible elements. â€¢ To remove the shield, simply pull the ends of the shield apart where it is snapped together. Refer to Figure 1. â€¢ To remove the cap, turn it slightly and pull it off the sprinkler. Refer to Figures 2 and 3. Refer to the current sprinkler technical data page to determine the correct sprinkler wrench for the model of sprinkler used. Never install sprinklers that have been dropped, damaged, or exposed to temperatures in excess of the maximum ambient temperature allowed. * Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors. They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Page 3 of 4 CARE AND HANDLING BULLETIN OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com CAUTION: CONCEALED COVER ASSEMBLIES ARE FRAGILE! TO ASSURE SATISFACTORY PERFORMANCE OF THE PRODUCT, HANDLE WITH CARE. Concealed Sprinkler and Adapter Assembly (Protective Cap Removed) Concealed Sprinkler and Adapter Cover Plate Assembly Assembly with Protective Cap (Pendent Cover 12381 shown) GENERAL HANDLING AND STORAGE INSTRUCTIONS: â€¢ Do not store in temperatures exceeding 100 Â°F (38 Â°C). Avoid direct sunlight and confined areas subject to heat. â€¢ Protect sprinklers and cover assemblies during storage, transport, handling, and after installation. -- Use original shipping containers. -- Do not place sprinklers or cover assemblies loose in boxes, bins, or buckets. â€¢ Keep the sprinkler bodies covered with the protective sprinkler cap any time the sprinklers are shipped or handled, during testing of the system, and while ceiling finish work is being completed. â€¢ Use only the designated Viking recessed sprinkler wrench (refer to the appropriate sprinkler data page) to install these sprinklers. NOTE: The protective cap is temporarily removed during installation and then placed back on the sprinkler for protection until finish work is completed. â€¢ Do not over-tighten the sprinklers into fittings during installation. â€¢ Do not use the sprinkler deflector to start or thread the sprinklers into fittings during installation. â€¢ Do not attempt to remove drywall, paint, etc., from the sprinklers. â€¢ Remove the plastic protective cap from the sprinkler before attaching the cover plate assembly. PROTECTIVE CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors. They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Page 4 of 4 CARE AND HANDLING BULLETIN OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com USE THE FOLLOWING PRECAUTIONS WHEN HANDLING WAX-COATED SPRINKLERS Many of Vikingâ€™s sprinklers are available with factory-applied wax coating for corrosion resistance. These sprinklers MUST receive appropriate care and handling to avoid damaging the wax coating and to assure satisfactory performance of the product. General Handling and Storage of Wax-Coated Sprinklers: â€¢ Store the sprinklers in a cool, dry place (in temperatures below the maximum ambient temperature allowed for the sprinkler temperature rating. Refer to Table 1 below.) â€¢ Store containers of wax-coated sprinklers separate from other sprinklers. â€¢ Protect the sprinklers during storage, transport, handling, and after installation. â€¢ Use original shipping containers. â€¢ Do not place sprinklers in loose boxes, bins, or buckets. Installation of Wax-Coated Sprinklers: Use only the special sprinkler head wrench designed for installing wax-coated Viking sprinklers (any other wrench may damage the unit). â€¢ Take care not to crack the wax coating on the units. â€¢ For touching up the wax coating after installation, wax is available from Viking in bar form. Refer to Table 1 below. The coating MUST be repaired after sprinkler installation to protect the corrosion-resistant properties of the sprinkler. â€¢ Use care when locating sprinklers near fixtures that can generate heat. Do not install sprinklers where they would be exposed to temperatures exceed- ing the maximum recommended ambient temperature for the temperature rating used. â€¢ Inspect the coated sprinklers frequently soon after installation to verify the integrity of the corrosion resistant coating. Thereafter, inspect representative samples of the coated sprinklers in accordance with NFPA 25. Close up visual inspections are necessary to determine whether the sprinklers are being affected by corrosive conditions. TABLE 1 Sprinkler Temperature Rating Wax Part Maximum Ambient Wax Melting Point 1 Wax Color (Fusing Point) Number Ceiling Temperature 155 Â°F (68 Â°C) / 165 Â°F (74 Â°C) 02568A 148 Â°F (64 Â°C) 100 Â°F (38 Â°C) Light Brown 175 Â°F (79 Â°C) 04146A 161 Â°F (71 Â°C) 150 Â°F (65 Â°C) Brown 200 Â°F (93 Â°C) 04146A 161 Â°F (71 Â°C) 150 Â°F (65 Â°C) Brown 220 Â°F (104 Â°C) 02569A 170 Â°F (76 Â°C) 150 Â°F (65 Â°C) Dark Brown 286 Â°F (141 Â°C) 02569A 170 Â°F (76 Â°C) 150 Â°F (65 Â°C) Dark Brown 1 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. Never install sprinklers that have been dropped, damaged, or exposed to temperatures in excess of the maximum ambi- ent temperature allowed. Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors. They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Replaces Form No. F_091699 Rev 16.1 (Added P65 Warning) Page 1 of 1 REGULATORY AND HEALTH BULLETIN WARNINGS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. DESCRIPTION Regulatory and Health Warnings applying to materials used in the manufacture and construction of fire protection products are provided herin as they relate to legally mandated jurisdictional regions. WARNING STATE OF CALIFORNIA, USA Installing or servicing fire protection products such as sprinklers, valves, piping etc. can expose you to chemicals including, but not li- mited to, lead, nickel, butadiene, titaninum dioxide, chromium, carbon black, and acrylonitrile which are known to the State of California to cause cancer or birth defects or other reproductive harm. For more information, go to www.P65Warnings.ca.gov 2. WARRANTY TERMS AND CONDITIONS For details of warranty, refer to Vikingâ€™s current list price schedule at www.vikinggroupinc.com or contact Viking directly. Form No. F_111218 18.11.15 Rev 18.1 New Bulletin Page 1 of 4 MICROFASTÂ® QUICK TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION The Viking MicrofastÂ® Quick Response Upright Sprinkler VK300 is a small, thermosensitive, glass-bulb spray sprinkler available in several differ- ent finishes and temperature ratings to meet design requirements. The spe- cial Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coat- ings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note: FM global approves the ENT coating as corrosion resistant. FM Global has no approval classification Polyester coatings as corrosion resistant.) 2. LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Classes 2002 and 2020 Refer to Approval Chart 1 and Design Criteria on for cULus Listing requirements and refer to Approval Chart 2 and Design Criteria FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar)* Maximum Working Pressure: 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No. 4,831,870 Thread size: 1/2â€ NPT, 15 mm BSP Nominal K-Factor: 5.6 U.S. (80.6 metric**) Glass-bulb fluid temperature rated to -65 Â°F (-55 Â°C) Overall Length: 2-3/16â€ (56 mm) *cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Viking Technical Data may be found on Deflector: Brass UNS-C23000 or Copper UNS-C19500 The Viking Corporationâ€™s Web site at Bulb: Glass, nominal 3 mm diameter http://www.vikinggroupinc.com. Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with The Web site may include a more recent PTFE Tape edition of this Technical Data Page. Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS- S30400 For Polyester Coated Sprinklers: Belleville Spring-Exposed For ENT Coated Sprinklers: Belleville Spring-Exposed, Screw and Pipcap - ENT plated Ordering Information: (Also refer to the current Viking price list.) Order Viking MicrofastÂ® Quick Response Upright Sprinkler VK300 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M-/W, Black Polyester = M-/B, and ENT = JN Temperature Suffix (Â°F/Â°C): 135Â°/57Â° = A, 155Â°/68Â° = B, 175Â°/79Â° = D, 200Â°/93Â° = E, and 286Â°/141Â° = G For example, sprinkler VK300 with a 1/2â€ NPT thread, Brass finish and a 155 Â°F/68 Â°C temperature rating = Part No. 12978AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the â€œSprinkler Accessoriesâ€ section of the Viking data book.) Sprinkler Wrench: Standard Wrench: Part No. 10896W/B (available since 2000) Sprinkler Cabinets: A. Six-head capacity: Part No. 01724A (available since 1971) B. Twelve-head capacity: Part No. 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. Form No. F_052114 Rev 14.1 (New Page) Page 2 of 4 MICROFASTÂ® QUICK TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking MicrofastÂ® Quick Response Upright Sprinkler VK300 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Vikingâ€™s current list price schedule or contact Viking directly. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient 1 2 Bulb Color Classification Temperature Rating Ceiling Temperature Ordinary 135 Â°F (57 Â°C) 100 Â°F (38 Â°C) Orange Ordinary 155 Â°F (68 Â°C) 100 Â°F (38 Â°C) Red Intermediate 175 Â°F (79 Â°C) 150 Â°F (65 Â°C) Yellow Intermediate 200 Â°F (93 Â°C) 150 Â°F (65 Â°C) Green High 286 Â°F (141 Â°C) 225 Â°F (107 Â°C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings3: White Polyester, Black Polyester, and Black PTFE. ENT in all temperature ratings except 135 Â°F (57 Â°C) Footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester, ENT, and PTFE coatings. For ENT coated automatic sprinklers, the waterway is coated. Protective Sprinkler Cap Wrench Flat Figure 1: Standard Sprinkler Wrench 10896W/B Form No. F_052114 Rev 14.1 Page 3 of 4 MICROFASTÂ® QUICK TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Approval Chart 1 (UL) MicrofastÂ® Quick Response Upright Sprinkler VK300 Maximum 175 PSI (12 bar) WWP Base Part Thread Size Nominal K-Factor Overall Length Listings and Approvals3 SIN Number1 NPT BSP U.S. metric2 Inches mm cULus VdS LPCB 12978 VK300 1/2â€ 15 mm 5.6 80.6 2-3/16 56 A1, B2 -- -- -- Approved Temperature Ratings Approved Finishes A - 135 Â°F (57 Â°C), 155 Â°F (68 Â°C), 175 Â°F (79 Â°C), 200 Â°F (93 Â°C), and 286 Â°F (141Â°C) 1 - Brass, Chrome, White Polyester5,6, and Black Polyester5,6 B - 155 Â°F (68 Â°C), 175 Â°F (79 Â°C), 200 Â°F (93 Â°C), and 286 Â°F (141Â°C) 2 - ENT6 Footnotes 1 Base part number is shown. For complete part number, refer to Vikingâ€™s current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. 4 Listed by Underwriters Laboratories Inc. for us in the U.S. and Canada 5 Other colors are available on request with the same Listings and Approvals as the standard colors. 6 cULus Listed as corrosion resistant. DESIGN CRITERIA - UL (Also refer to Approval Chart 1 above.) cULus Listing Requirements: The Viking MicrofastÂ® Quick Response Upright Sprinkler VK300 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. â€¢ Designed for use in Light and Ordinary Hazard occupancies. â€¢ The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_052114 Rev 14.1 Page 4 of 4 MICROFASTÂ® QUICK TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Approval Chart 2 (FM) MicrofastÂ® Quick Response Upright Sprinkler VK300 Maximum 175 PSI (12 bar) WWP Base Part SIN Thread Size Nominal K-Factor Overall Length FM Approvals3 Number1 NPT BSP U.S. metric2 Inches mm (Refer also to Design Criteria below.) 12978 VK300 1/2â€ 15 mm 5.6 80.6 2-3/16 56 A1 Approved Finishes Approved Temperature Ratings A - 135 Â°F (57 Â°C), 155 Â°F (68 Â°C), 175 Â°F (79 Â°C), 200 Â°F (93 Â°C), and 286 Â°F (141Â°C) 1 - Brass, Chrome, White Polyester5, and Black B - 155 Â°F (68 Â°C), 175 Â°F (79 Â°C), 200 Â°F (93 Â°C), and 286 Â°F (141Â°C) Polyester5 2 - ENT6 Footnotes 1 Base part number is shown. For complete part number, refer to Vikingâ€™s current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This table shows the FM Approvals available at the time of printing. Check with the manufacturer for any additional approvals. 5 Other colors are available on request with the same Approvals as the standard colors. 6 FM approved as corrosion resistant. DESIGN CRITERIA - FM (Also refer to Approval Chart 2 above.) FM Approval Requirements: The MicrofastÂ® Quick Response Upright Sprinkler VK300 is FM Approved as a quick response Non-Storage upright sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_052114 Rev 14.1 (New Page) February 3, 2014 Sprinkler 43a microfastÂ® and micro- fasthpÂ® quick response technical data horizontal sidewall sprinklers (vk305 & vk319) the viking corporation, 210 n industrial park drive, hastings mi 49058 telephone: 269-945-9501 technical services: 877-384-5464 fax: 269-818-1680 email: techsvcs@vikingcorp.com 1. description Viking MicrofastÂ® and MicrofastHPÂ® Quick Response Horizontal Sidewall Sprinklers are small thermosensitive glass bulb spray sprinklers available with various finish- es and temperature ratings to meet design requirements. The special Polyester, Polytetrafluoroethelyne (PTFE), and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in the Approval Chart. 2. listinGs and approvals culus listed: Category VNIV fm approved: Class 2020 nYc approved: MEA 89-92-E, Volume 16 Refer to Approval Chart 1 and Design Criteria on page 43d for cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria on page 43f for FM Approval requirements that must be followed. 3. technical data specifications: Available since 2003. Minimum Operating Pressure: 7 psi (0.5 bar) viking technical data may be found on maximum working pressure: sprinkler vk319 is rated for use with the viking corporationâ€™s web site at water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. high-pressure (hp) http://www.vikinggroupinc.com. sprinklers can be identified by locating â€œ250â€ stamped on the deflec- the web site may include a more recent tor. sprinkler vk305 is rated to a maximum 175 psi (12 bar) wwp. edition of this technical data page. Factory tested hydrostatically to 500 psi (34.5 bar) Nominal K-Factor: 5.6 U.S. (80.6 metric*) * Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to -65 Â°F (-55 Â°C) Overall Length: 2-11/16â€ (68 mm) material standards: Frame Casting: Brass UNS-C84400 Deflector: Copper UNS-C19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap: Copper UNS-C11000 and Stainless Steel UNS-S30400 Pip Cap Attachment (for Sprinkler VK319): Brass UNS-C36000 For PTFE Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-PTFE Coated For Polyester Coated Sprinklers: Belleville Spring-Exposed For ENT Coated Sprinklers: Belleville Spring - Exposed, Screw and Pip cap - ENT plated. ordering information: (Also refer to the current Viking price list.) Order Quick Response Horizontal Sidewall Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the ap- propriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M-/W, Black Polyester = M-/B, Black PTFE = N, and ENT = JN Temperature Suffix (Â°F/Â°C): 135Â°/68Â° = A, 155Â°/68Â° = B, 175Â°/79Â° = D, 200Â°/93Â° = E, and 286Â°/141Â° = G For example, sprinkler VK305 with a Brass finish and a 155 Â°F/68 Â°C temperature rating = Part No. 12121AB available finishes and temperature ratings: Refer to Table 1. accessories: (Also refer to the â€œSprinkler Accessoriesâ€ section of the Viking data book.) Form No. F_030103 Replaces page 43a-f, dated December 12, 2013. (Added ENT Finish) Sprinkler 43b February 3, 2014 microfastÂ® and micro- fasthpÂ® quick response technical data horizontal sidewall sprinklers (vk305 & vk319) the viking corporation, 210 n industrial park drive, hastings mi 49058 telephone: 269-945-9501 technical services: 877-384-5464 fax: 269-818-1680 email: techsvcs@vikingcorp.com sprinkler wrenches: A. Standard Wrench: Part No. 10896W/B (available since 2000). B. Wrench for recessed sprinklers with protective shields: Part No. 13655W/B** (available since 2003) **A Â½â€ ratchet is required (not available from Viking). sprinkler cabinets: A. Six-head capacity: Part No. 01724A (available since 1971) B. Twelve-head capacity: Part No. 01725A (available since 1971) 4. installation Refer to appropriate NFPA Installation Standards. 5. operation During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. inspections, tests and maintenance Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. availabilitY Viking Quick Response Horizontal Sidewall Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. Guarantee For details of warranty, refer to Vikingâ€™s current list price schedule or contact Viking directly. figure 1: standard sprinkler wrench 10896w/b February 3, 2014 Sprinkler 43c microfastÂ® and micro- fasthpÂ® quick response technical data horizontal sidewall sprinklers (vk305 & vk319) the viking corporation, 210 n industrial park drive, hastings mi 49058 telephone: 269-945-9501 technical services: 877-384-5464 fax: 269-818-1680 email: techsvcs@vikingcorp.com table 1: available sprinkler temperature ratinGs and finishes sprinkler temperature sprinkler nominal maximum ambient bulb color classification temperature rating1 ceiling temperature2 Ordinary 135 Â°F (57 Â°C) 100 Â°F (38 Â°C) Orange Ordinary 155 Â°F (68 Â°C) 100 Â°F (38 Â°C) Red Intermediate 175 Â°F (79 Â°C) 150 Â°F (65 Â°C) Yellow Intermediate 200 Â°F (93 Â°C) 150 Â°F (65 Â°C) Green High 286 Â°F (141 Â°C) 225 Â°F (107 Â°C) Blue sprinkler finishes: Brass, Chrome, White Polyester, Black Polyester, Black PTFE, and ENT corrosion-resistant coatings3: White Polyester, Black Polyester, Black PTFE , and ENT footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chart. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. For ENT coated sprinklers, the waterway is coated. Note that the spring is exposed on sprinklers with Polyester, PTFE, and ENT coatings. figure 2: wrench 13655w/b for recessed horizontal sidewall sprinklers Sprinkler 43d February 3, 2014 microfastÂ® and micro- fasthpÂ® quick response technical data horizontal sidewall sprinklers (vk305 & vk319) the viking corporation, 210 n industrial park drive, hastings mi 49058 telephone: 269-945-9501 technical services: 877-384-5464 fax: 269-818-1680 email: techsvcs@vikingcorp.com approval chart 1 (ul) microfastÂ® and microfasthpÂ® quick response horizontal sidewall sprinklers thread size nominal k-factor overall length listings and approvals3 base part maximum sin (refer also to design criteria below.) number1 pressure npt bsp u.s. metric2 inches mm culus4 nYc5 lpcb maximum 175 psi (12 bar) wwp for light or ordinary hazard occupancies. deflector must be located 4â€ to 12â€ (102 mm to 305 mm) below the ceiling. 12121 VK305 175 psi 1/2â€ 15 mm 5.6 80.6 2-11/16 68 A1Y, B1X, C2W, D2Z A1Y -- -- -- maximum 175 psi wwp for light hazard occupancies only. deflector must be located 4â€ to 6â€ (102 mm to 152 mm) below the ceiling. culus nYc lpcb 12121 VK305 175 psi 1/2â€ 15 mm 5.6 80.6 2-11/16 68 A1Y, B1X, C2W, D2Z See Footnote 6. -- -- -- maximum 250 psi wwp for light or ordinary hazard occupancies. deflector must be located 4â€ to 12â€ (102 mm to 305 mm) below the ceiling. culus4 nYc5 lpcb 12285 VK319 250 psi 1/2â€ 15 mm 5.6 80.6 2-11/16 68 A1Y, B1X, C2W, D2Z A1Y -- -- -- approved temperature ratings approved escutcheons W - Installed with standard surface-mounted escutcheons. A - 135 Â°F (57 Â°C), 155 Â°F (68 Â°C), 175 Â°F (79 Â°C), approved finishes X - Installed with standard surface-mounted escutcheons or the 200 Â°F (93 Â°C), and 286 Â°F (141 Â°C) 1 - Brass, Chrome, White Viking MicrofastÂ® Model F-1 Adjustable Escutcheon, or re- B - 135 Â°F (57 Â°C), 155 Â°F (68 Â°C), 175 Â°F (79 Â°C), cessed with the Viking MicromaticÂ® Model E-1, E-2, E-3, or G-1 and 200 Â°F (93 Â°C) Polyester7,8, Black Polyester7,8, Recessed Escutcheon C - 155 Â°F (68 Â°C), 175 Â°F (79 Â°C), 200 Â°F (93 Â°C), and Black PTFE7 Y - Installed with standard surface-mounted escutcheons or the and 286 Â°F (141 Â°C) 2 - ENT7 Viking MicrofastÂ® Model F-1 Adjustable Escutcheon D - 155 Â°F (68 Â°C), 175 Â°F (79 Â°C), and 200 Â°F Z - Installed with standard surface-mounted escutcheons or re- (93 Â°C) cessed with the Viking Micromatic Model E-1 footnotes 1 Base part number shown. For complete part number, refer to Vikingâ€™s current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Other approvals may be in process. 4 Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. 5 Accepted for use, City of New York Department of Buildings, MEA 89-92-E, Vol. 16. 6 Meets New York City requirements, effective July 1, 2008. 7 cULus Listed as corrosion-resistant. 8 Other colors are available on request with the same Listings and Approvals as the standard colors. desiGn criteria - ul (Also refer to Approval Chart 1 above.) culus listing requirements: Quick Response Horizontal Sprinklers VK305 and VK319 are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for sidewall standard spray sprinklers. â€¢ Designed for use in Light and Ordinary Hazard occupancies. â€¢ Locate the deflector 4â€ to 12â€œ (102 mm to 305 mm) below the ceiling. â€¢ Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. â€¢ Minimum spacing allowed is 6 ft. (1.8 m). â€¢ Align the top of the deflector parallel with the ceiling. â€¢ Locate no less than 4â€ (102 mm) from end walls. â€¢ Maximum distance from end walls shall be no more than one-half of the allowable distance between sprinklers. The distance shall be measured perpendicular to the wall. â€¢ The sprinkler installation and obstruction rules contained in NFPA 13 for sidewall standard spray sprinklers must be followed. important: always refer to bulletin form no. f_091699 - care and handling of sprinklers. also refer to page qr1-3 for general care, in- stallation, and maintenance information. viking sprinklers are to be installed in accordance with the latest edition of viking technical data, the appropriate standards of nfpa, lpcb, apsad, vds or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. February 3, 2014 Sprinkler 43e microfastÂ® and micro- fasthpÂ® quick response technical data horizontal sidewall sprinklers (vk305 & vk319) the viking corporation, 210 n industrial park drive, hastings mi 49058 telephone: 269-945-9501 technical services: 877-384-5464 fax: 269-818-1680 email: techsvcs@vikingcorp.com figure 3: sidewall sprinkler vk305 dimensions with a standard escutcheon and the model f-1 adjustable escutcheon figure 4: sidewall sprinkler vk305 dimensions with the model e-1 and e-2 recessed escutcheons Sprinkler 43f February 3, 2014 microfastÂ® and micro- fasthpÂ® quick response technical data horizontal sidewall sprinklers (vk305 & vk319) the viking corporation, 210 n industrial park drive, hastings mi 49058 telephone: 269-945-9501 technical services: 877-384-5464 fax: 269-818-1680 email: techsvcs@vikingcorp.com approval chart 2 (fm) microfastÂ® quick response horizontal sidewall sprinklers maximum 175 psi wwp base part sin maximum thread size nominal k-factor overall length fm approvals3 number1 pressure npt bsp u.s. metric (refer also to design criteria below.) 2 inches mm 12121 VK305 175 psi 1/2â€ 15 mm 5.6 80.6 2-11/16 68 A1Y, B1X approved escutcheons approved temperature ratings X - Installed with standard surface-mounted escutcheons or the Viking A - 135 Â°F (57 Â°C), 155 Â°F (68 Â°C), 175 Â°F (79 Â°C), approved finish MicrofastÂ® Model F-1 Adjustable Escutcheon, or recessed with 200 Â°F (93 Â°C), and 286 Â°F (141 Â°C) the Viking MicromaticÂ® Model E-1, E-2, E-3, or G-1 Recessed 1 - Brass Escutcheon B - 135 Â°F (57 Â°C), 155 Â°F (68 Â°C), 175 Â°F (79 Â°C), Y - Installed with standard surface-mounted escutcheons or the Viking and 200 Â°F (93 Â°C) MicrofastÂ® Model F-1 Adjustable Escutcheon footnotes 1 Base part number shown. For complete part number, refer to Vikingâ€™s current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This table shows the FM Approvals available at the time of printing. Other approvals may be in process. desiGn criteria - fm (Also refer to Approval Chart 2 above.) fm approval requirements: Horizontal Sidewall Sprinkler VK305 is FM Approved as a quick response non-storage sidewall sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. note: the fm installation guidelines may differ from culus and/or nfpa criteria. important: always refer to bulletin form no. f_091699 - care and handling of sprinklers. also refer to page qr1-3 for general care, installation, and maintenance information. viking sprinklers are to be installed in ac- cordance with the latest edition of viking technical data, the appropriate standards of nfpa, fm Global, lpcb, apsad, vds or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. figure 5: sidewall sprinkler vk305 dimensions with the model G-1 recessed escutcheons Form No. F_030103 Replaces page 43a-f, dated December 12, 2013. (Added ENT Finish) Spare Sprinkler Head Storage Cabinet Description Fire Protection Products, Inc. Spare Sprinkler Head Cabinets are designed to allow for spare sprinkler head storage as required by NFPA guidelines. The Spare Sprinkler Head Cabinets are available in six configurations. Three head, six head, six head ESFR, twelve head, twenty-four head and thirty-six head. All six styles are manufactured with â€œknockoutsâ€ to accommodate the most common size sprinklers. The shelf is located to allow for the storage of a typical sprinkler head wrench. Each cabinet is finished with a red enamel finish. Each spare head cabinet comes with a hinged door which remains closed to protect the spare sprinklers from the elements and features two holes on the back panel to allow for attachment to most surfaces utilizing the appropriate fasteners. Not intended for exposed or harsh environments. Installation Specifications Select the correct Spare Sprinkler Head Cabinet in accordance with the Material: Automatic Sprinkler Systems Handbook. As per the 1989 Edition the correct Painted Plain Steel number of spare sprinkler is as follows: Finish: Red enamel 0-300 sprinklers, not less than 6; 300-1000, not less than 12; 1000 or more, not less than 24. Stock of spare sprinklers shall include all types and ratings Styles: installed.* 3 Spare sprinklers, 1/2 or 3/4 6 Spare sprinklers, 1/2 or 3/4 6 Spare, ESFR, 1/2, 3/4 or 1â€ Once the correct Spare Sprinkler Head Cabinet has been selected, installation 12 Spare sprinklers 1/2 or 3/4 is accomplished by inserting the correct fastener in each of the two holes inside 24 Spare sprinklers the cabinet, securing the cabinet securely to the wall. The insert the correct 36 Spare sprinklers number and type of sprinklers in accordance with the â€œhandbookâ€. *Final determination is subject to approval by the AHJ. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL + 1 760 599-1168 + 1 800 344-1822 FAX + 1 800 344-3775 Â© 2012 Fire Protection Products, Inc. WWW.FPPI.COM EDDY FLOW SPRINKLER PIPE SUBMITTAL DATA SHEET APPROVALS AND SPECIFICATIONS FINISHES AND COATINGS â€¢ ASTM A135, Grade A â€¢ Eddy Flow Sprinkler Pipe receives an OD mill coating of water-based â€¢ ASTM A795, Type E, Grade A paint which has corrosion protection expected with a painted carbon â€¢ Pressure rated to 300 psi steel product, i.e. it would be expected to resist corrosion for an â€¢ Underwriters Laboratoriesâ€” extended and indefinite period in a clean and dry environment and, United States of America as environmental conditions deteriorate, the corrosion protection â€¢ Underwriters Laboratoriesâ€”Canada would also diminish. â€¢ Factory Mutual â€¢ Eddy Flow Sprinkler Pipe (black) receives an ID mill coating of Eddy â€¢ NFPA-13 Guard II MIC preventative coating. EG2 has been tested at â€¢ NFPA-13R independent laboratories to resist bacterial growth and maintain minimal bacterial count after multiple flushes (25) of the pipe. â€¢ NFPA-14 â€¢ CIVIL DEFENSE APPROVALâ€” â€¢ Eddy Flow Sprinkler Pipe when Hot Dip Galvanized by ASTM A123 United Arab Emirates and supplied by Bull Moose Tube is UL listed and FM approved. â€¢ Made in the United States of America PRODUCT IDENTIFICATION â€¢ UL, ULC & FM listed for roll-groove, plain-end and welded joints for wet, dry, â€¢ Every length of Bull Moose fire sprinkler pipe features large, easy-to- preaction and deluge sprinkler systems. read, continuous stenciling, clearly identifying the manufacturer, type â€¢ LEED v4 Certified of pipe, size, and length. Nominal Pipe Size (inches) 1-1/4â€ 1-1/2â€ 2â€ 2-1/2â€ 3â€ 4â€ O.D. (in) 1.660 1.900 2.375 2.875 3.500 4.500 I.D. (in) 1.530 1.728 2.203 2.705 3.334 4.310 Empty Weight (lb/ft) 1.222 1.844 2.330 2.809 3.361 4.968 Water Filled Weight (lb/ft) 2.019 2.860 3.982 5.299 7.144 11.290 C.R.R.* 1.98 3.44 2.78 1.66 1.00 1.00 Pieces per Lift 61 61 37 30 19 19 *Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY SUBMITTAL INFORMATION Project Contractor Engineer Specification Reference Date System Type Locations Comments Eddy Flow - Black Eddy Flow - Hot Dip Galvanized 1819 Clarkson Road, Chesterfield, MO 63017 US: 800.325.4467 | Canada: 800.882.4666 | sales@BullMooseIndustries.com Schedule 10 and Schedule 40 FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer Bull Moose Tubeâ€™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 Pipe Size (in) Nominal O.D. (in) Nominal I.D. (in) Weight/Ft Bundle Size 1 1.315 1.097 1.41 lbs/ft 91 1 1/4 1.660 1.442 1.81 lbs/ft 61 1 1/2 1.900 1.682 2.09 lbs/ft 61 2 2.375 2.157 2.64 lbs/ft 37 2 1/2 2.875 2.635 3.53 lbs/ft 30 3 3.500 3.260 4.34 lbs/ft 19 4 4.500 4.260 5.62 lbs/ft 19 Schedule 40 Pipe Nominal Pipe Size (in) Nominal O.D. (in) Nominal I.D. (in) Weight/Ft Bundle Size 1 1.315 1.049 1.68 lbs/ft 70 1 1/4 1.660 1.380 2.27 lbs/ft 51 1 1/2 1.900 1.610 2.72 lbs/ft 44 2 2.375 2.067 3.66 lbs/ft 30 2 1/2 2.875 2.468 5.80 lbs/ft 30 3 3.500 3.068 7.58 lbs/ft 19 4 4.500 4.026 10.80 lbs/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 manufacturerâ€™s instructions for the specific fitting used. 1819 Clarkson Road For additional information, Chesterfield, MO 63017 contact your salesperson (800) 325-4467 today at (800) 325-4467 or FAX: (636) 537-2645 (636) 537-2600 in the USA, www.bullmoosetube.com or from Canada A company e-mail: sales@bullmoosetube.com call (800) 882-4666 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 itwbuildex.com National Headquarters Customer Service 700 High Grove Blvd. 1349 W Bryn Mawr Ave Glendale Heights, IL 60139 Itasca, IL 60143 P: 630.825.7900 P: 800.848.5611 E: orders@itwccna.com Technical Support P: 800.848.5611 E: technical@itwccna.com Made in U.S.A. Sammys, Sammy X-Press, Sammy X-Press It, Sidewinder, Sammy X-Press Swivel, Sammy 2018-2019 X-Press Sidewinder, Tapcon, Sammy Saddle, Speedy Pole Tool, Spot-Rite Level, Dekite, Swivel Head, Sammys Toggle, and Teks are trademarks of Illinois Tool Works, Inc. Dektite is a registered trademark of Deks Industries Pty Ltd. Â© 2018 Illinois Tool Works, Inc. Product Catalog TABLE OF CONTENTS SammysÂ® for Wood .......................................................................................................................... 4 SidewinderÂ® for Wood ....................................................................................................................... 5 Sammys Swivel Headâ„¢ for Wood ......................................................................................................5 SammysÂ® for Steel ............................................................................................................................ 6 SidewinderÂ® for Steel ........................................................................................................................ 7 Sammys Swivel Headâ„¢ for Steel .......................................................................................................7 Sammy X-PressÂ® ...............................................................................................................................8 Sammy X-Press Sidewinderâ„¢ ............................................................................................................8 Sammy X-Press Swivelâ„¢ ...................................................................................................................9 Sammy X-Press ItÂ® Installation Tool ..................................................................................................9 SammysÂ® for Concrete ................................................................................................................... 10 SidewinderÂ® for Concrete ................................................................................................................10 Sammys Swivel Headâ„¢ for Concrete ................................................................................................11 Concrete/Wood Installation Kit ........................................................................................................ 11 Sammys Toggleâ„¢ ............................................................................................................................ 12 DektiteÂ® Pipe Flashing .....................................................................................................................12 Sammys X-PressÂ® Pole Tool Kit ......................................................................................................13 Sammys Pole Toolâ„¢ .........................................................................................................................13 Approvals and Listings ....................................................................................................................14 Special Notes ..................................................................................................................................15 Warranty â€¢ Disclaimer of Warranty Proper fastener connection design takes in to account where and how fasteners are used. Allowance for special characteristics in materials, differences in materials, differences in types of materials being joined, unique or unusual environmental service or installation conditions and the safety factors required by anticipating normal or short term loading conditions must be considered. Due to possible differences in specifications, applications, and interpretation of results, purchasers and specifiers must make their own evaluation of the products, to determine the suitability of these products for intended use. All warranties of Buildex products, expressed or implied, including the warranties of merchantabilty and fitness for particular purposes are specifically excluded except for the following: Buildex will repair or replace any product which, within twelve months after sale by Buildex or its distributors, is found by Buildex to be defective in material or workmanship - normal wear and tear accepted. This is the sole warranty of Buildex and the sole remedy available to distributor or buyer. Buildex shall not be liable for any injury, loss or damage, direct, indirect, or consequential, arising out of the use of, or the inability to use, any Buildex product. For the most up to date information, visit www.itwbuildex.com INSTALLATION INSTRUCTIONS FOR WOOD & STEEL INSTALLATION STEPS - VERTICAL INTO WOOD & STEEL: INSTALLATION STEPS - HORIZONTAL INTO WOOD & STEEL: 1. Insert the appropriate nut driver into a 3/8â€ or 1/2â€ portable drill. 1. Insert the appropriate nut driver into a 3/8â€ or 1/2â€ portable drill. 2. Insert the SAMMYSÂ® into the #14 (black) nut driver (p/n 8113910). Drill 2. Insert the SAMMYS into the #14SW (red) nut driver (p/n 8114910). With drill should be in a vertical position. unit in a horizontal position and at a right angle to the structural member, begin installation. 3. Push the face of the nut driver tight to the member. Begin installation when the nut driver spins freely on the SAMMYS, stop drill and remove. 3. When the nut driver spins freely on the SAMMYS, stop the drill and remove. 4. The SAMMYS is now ready to receive 1/4â€, 3/8â€, 1/2â€ or metric all thread rod, bolt stock. (The 1/2â€ requires the #14SW red nut driver) 4. The unit is now ready to receive 1/4â€, 3/8â€, M10, M8 or metric all thread rod or bolt stock. Note: When installing DSTR, follow the above instructions, then add retainer nut and torque to 20 inch lbs. for maximumpullout in purlin steel. Note: When installing SWDR, follow the above instructions, then add retainer nut and torque to 20 inch lbs. for maximum pullout in purlin steel. INSTALLATION INSTRUCTIONS FOR CONCRETE INSTALLATION STEPS - VERTICAL INTO CONCRETE: INSTALLATION STEPS - HORIZONTAL INTO CONCRETE: 1. Using an SDS 250 carbide tip bit or a HEX RECEIVER with a #250 1. Using an SDS 250 carbide tip bit or a HEX RECEIVER with a #250 carbide tip bit, pre-drill the concrete member to a depth of 2â€ with a carbide tip bit, pre-drill the concrete member to a depth of 2â€ with a hammer/ hammer/rotary hammer drill set on impact mode. rotary hammer drill set on impact mode. 2. After pre-drilling has been completed, install the SLEEVE TOOL over 2. After pre-drilling has been completed, install the SLEEVE TOOL the bit (the bit should remain in the drill), and insert the #14 (black) over the bit (the bit should remain in the drill), and insert the #14SW (red) nut driver (p/n 8113910) into the opposite end (see Vertical Installation nut driver (p/n 8114910) into the opposite end. note above). 3. Insert the SWC screw into the nut driver. 3. Insert the CST screw into the nut driver. 4. Place tip of screw into the pre-drilled hole, turn impact/drill unit to 4. Place tip of screw into the pre-drilled hole, turn impact/drill unit to drill drill mode and begin insertion. When the nut driver spins free on the mode and begin insertion. When the nut driver spins freely on the SWC screw, installation is complete. Stop and remove drill. CST screw, installation is complete. Stop and remove drill. 5. The SWC screw is ready to receive 1/4â€, 3/8â€ or metric all thread rod 5. The concrete screw is ready to receive 1/4â€, 3/8â€, 1/2â€, or metric all or bolt stock. thread rod or bolt stock. (#14SW red nut driver used with 1/2â€ screw) Note: Use a 1200 maximum RPM drill for installation. Note: Use a 1200 maximum RPM drill for installation. Note: Do not install concrete screws while the drill unit is in impact mode â€” Note: Do not install concrete screws while the drill unit is in impact mode â€” doing so will destroy the pullout factor of the fastener. doing so will destroy the pullout factor of the screw. SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. 3 To find a distributor near you, call 800-848-5611 SAMMYSÂ® FOR WOOD SAMMYSÂ® FOR WOOD - Vertical Application Application Product Features Not less than 2â€ nominal width Wood Flooring â€¢ No pre-drilling required. (1-1/2â€) â€¢ Quick to install using the Sammy Not less than Nut Driver with an 18V cordless 3â€ nominal drill. thickness (2-1/2â€) (depth or side Wood Joist â€¢ Saves time from traditional of vertical member) methods. Double Sheetrock For vertical use - Ceiling â€¢ Reduces installation costs. install in center of lower face. â€¢ Assembled in the U.S.A. Minimum 2â€ embedment into base material for NFPA 13 compliance. Composite / Truss Consult truss manufacturer for recommended installation point. *Pre-drilling may be required for GST 25-380 . Tool available on page 11. View our installation videos! Rod Part Screw Ultimate UL Test FM Test Box Case Approvals Model Size Number Descriptions Pullout (lbs) Load (lbs) Load (lbs) Qty Qty VERTICAL MOUNT 210 (7/16â€ OSB) 1/4" 8002957 GST 100 1/4 x 1" 25 125 670 (3/4â€ Ply) 1/4" 8003957 GST 200 1/4 x 2" 1760 (Fir) 25 125 210 (7/16â€ OSB) 3/8" 8007957 GST 10 1/4 x 1" 300 25 125 670 (3/4â€ Ply) 3/8" 8008957 GST 20 1/4 x 2" 1760 (Fir) 850 1475 25 125 #14 Black 3/8" 8068925 GST 20-SS 1/4 x 2" 1760 (Fir) 850 25 125 Nut Driver 3/8" 8009925 GST 25-380 3/8 x 2-1/2" 2113 (Fir) 1500 25 125 Part # 8113910 3/8" 8010957 GST 30 1/4 x 3" 2060 (Fir) 1500 1475 25 125 1/2" 8013925 GST 2 1/4 x 2" 1760 (Fir) 25 125 1/2" 8015925 GST 3 1/4 x 3" 2275 (Fir) 25 125 #14 SW Red Nut Driver Part # 8114910 ASSEMBLED U.S.A. SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. For the most up to date information, visit www.itwbuildex.com 4 SIDEWINDERÂ® FOR WOOD - Horizontal Application WOOD Application Product Features Not less than 2â€ nominal width â€¢ No pre-drilling required. (1-1/2â€) up to 3-1/2â€ pipe; not less than 3â€ (2-1/2â€) nominal width 4â€ & 5â€ pipe â€¢ Quick to install using the Sammy Floor Joist Nut Driver with an 18V cordless drill/driver. Minimum 2-1/2â€ from bottom for branch lines. Minimum 3â€ from bot- tom for main lines. Exception: This â€¢ Saves time from traditional requirement shall not apply to 2â€ or methods. thicker nailing strips resting on top of steel beams. â€¢ Reduces installation costs. STEEL â€¢ Assembled in the U.S.A. Composite / Truss Consult truss manufacturer for recommended installation point. *Pre-drilling may be required for Model SWG 25-380. Tool available on page 11. View our installation videos! Rod Part Screw Ultimate UL Test Box Case Approvals Model STEEL Size Number Descriptions Shear (lbs) Load (lbs) Qty Qty HORIZONTAL MOUNT 3/8" 8020957 SWG 10 1/4 x 1" 622 (Fir) 300 25 125 3/8" 8021957 SWG 20 1/4 x 2" 1725 (Fir) 1050 25 125 3/8" 8022925 SWG 25-380 3/8 x 2-1/2" 2249 (Fir) 1500 25 125 3/8"* 8023925 SWG 30 1/4 x 3" 1884 (Fir) 25 125 #14 SW Red Nut Driver Part # 8114910 SAMMYS SWIVEL HEADâ„¢ FOR WOOD - Swivel Application Application Product Features CONCRETE â€¢ Eliminates distortion of threaded rod. â€¢ Accommodates up to 3 Â½â€ x 12 pitch roof. â€¢ Allows 17Â° deflection from vertical. â€¢ Saves time from traditional methods. â€¢ Reduces installation costs. â€¢ Assembled in the U.S.A. Rod Part Screw Ultimate UL Test Load FM Test Min Box Case Approvals Model Size Number Descriptions Pullout (lbs) (lbs) Load (lbs) Thickness Qty Qty SWIVEL MOUNT #14 Black Nut Driver 3/8" 8139957 SH-GST 20 1/4 x 2" 1257 (Fir) 1050 1475 25 125 ACCESSORIES Part # 8113910 1903 Dim. Lumber 1500 3/8"* 8269957 SH-GST/CST 20 5/16 x 1-3/4â€ 1406 @ 45Â°off vertical 25 125 850 @ 45Â° Dim. Lumber * May require pre-drilling; consult joist manufacturer. #14 SH Orange ** Will not swivel until installed with black nut driver. Nut Driver Part # 8273910 APPROVALS 5 To find a distributor near you, call 800-848-5611 SAMMYSÂ® FOR STEEL SAMMYSÂ® FOR STEEL - Vertical Application Application Product Features â€¢ Made with TeksÂ® self-drilling fasteners - no pre-drilling required. â€¢ Installs into steel range from 20 gauge â€“ 1/2â€ thicknesses. â€¢ Saves time from traditional methods. â€¢ Reduces installation costs. â€¢ Quick to install using the Sammys Nut Driver with an 18V cordless drill/driver. â€¢ A standard screwgun with a depth sensitive nosepiece should be used to install Teks. For optimal fastener performance, the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. â€¢ Assembled in the U.S.A. View our installation videos! Rod Part Screw Ultimate UL Test FM Test Min Max Box Case Approvals Model Size Number Descriptions Pullout (lbs) Load (lbs) Load (lbs) Thick Thick Qty Qty VERTICAL MOUNT 1/4" 8024957 DSTR 100 * 1/4-20 x 1" TEKS 3 1510 (20 ga.) .036"-20 ga 3/16" 25 125 1/4" 8025957 DST 100 1/4-14 x 1" TEKS 3 446 (20 ga.) .036"-20 ga 3/16" 25 125 1/4" 8026957 DST 150 1/4-14 x 1-1/2" TEKS 3 970 (16 ga.) .036"-20 ga 3/16" 25 125 1/4" 8027957 DST 200 1/4-14 x 2" TEKS 3 446 (20 ga.) .036â€-20 ga 3/16â€ 25 125 3/8" 8038957 DSTR 1 * 1/4-20 x 1" TEKS 3 1510 (20 ga.) 1500 1475 .036"-20 ga 3/16" 25 125 3/8" 8037957 DSTR 1-1/2 * 12-24 x 1-1/2" TEKS 5 1510 (3/16") 1500 1475 .060â€-16 ga. 1/2" 25 125 3/8" 8039957 DSTR 516 * 5/16-18 x 1-1/4" TEKS 3 2200 (20 ga.) 1500 1475 .036"-20 ga 3/16" 25 125 446 (20 ga.) 3/8" 8040957 DST 10 1/4-14 x 1" TEKS 3 .036"-20 ga 3/16" 25 125 970 (16 ga.) 446 (20 ga.) 3/8" 8041957 DST 15 1/4-14 x 1-1/2" TEKS 3 .036"-20 ga 3/16" 25 125 970 (16 ga.) 446 (20 ga.) 3/8" 8044957 DST 30 1/4-14 x 3" TEKS 3 .036"-20 ga 3/16" 25 125 970 (16 ga.) #14 Black 3/8" 8045957 DST 516 5/16-18 x 1-1/4" TEKS 3 1500 (3/16") 1500 1475 .125"-1/8" 3/16" 25 125 Nut Driver 3/8" 8046957 TEK 50 12-24 x 1-1/2" TEKS 5 3125 (3/16") 1500 1475 .250â€-1/4â€ 1/2" 25 125 Part # 8113910 446 (20 ga.) 1/2" 8031925 DST 2.0 1/4-14 x 2" TEKS 3 .188"-3/16" 1/4" 25 125 970 (16 ga.) 1/2" 8036925 TEK 5.0 12-24 x 1-1/2" TEKS 5 3125 (3/16") .188"-3/16" 1/2" 25 125 *Includes retaining nut #14 SW Red Nut Driver Part # 8114910 ASSEMBLED U.S.A. SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. For the most up to date information, visit www.itwbuildex.com 6 SIDEWINDERÂ® FOR STEEL - Horizontal Application WOOD Application Product Features â€¢ Made with TeksÂ® self-drilling fasteners - no pre-drilling required. â€¢ Installs into steel range from 20 gauge â€“ 1/2â€ thicknesses. â€¢ A standard screwgun with a depth sensitive nosepiece should be used to install Teks. For optimal fastener performance, the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. â€¢ Saves time from traditional methods. â€¢ Reduces installation costs. â€¢ Quick to install using the Sammys Nut Driver with an View our 18V cordless drill/driver. installation videos! â€¢ Asembled in the U.S.A. STEEL Rod Part Screw Ultimate UL Test FM Test Min Max Box Case Approvals Model Size Number Descriptions Shear (lbs) Load (lbs) Load (lbs) Thickness Thickness Qty Qty HORIZONTAL MOUNT 3/8" 8050957 SWD 10 1/4-14 x 1" TEKS 3 1477 (16 ga.) .060"-16 ga 3/16" 25 125 3/8â€ 8052957 SWD 20 1/4-14 x 2â€ TEKS 3 1477 (16 ga.) .060"-16 ga 3/16" 25 125 3/8" 8055957 SWDR 1 * 1/4-20 x 1" TEKS 3 1900 (20 ga.) 1500 1475 .036"-20 ga 3/16" 25 125 3/8" 8054957 SWDR 1-1/2 * 12-24 x 1-1/2" TEKS 5 2375 (3/16") 1500 1475 .188"-3/16" 1/2" 25 125 3/8" 8056957 SWDR 516 * 5/16-18 x 1-1/4" TEKS 3 2480 (20 ga.) 1500 1475 .036"-20 ga 3/16" 25 125 *Includes retaining nut #14 SW Red Nut Driver STEEL Part # 8114910 SAMMYS SWIVEL HEADâ„¢ FOR STEEL - Swivel Application Application Product Features â€¢ Eliminates distortion of threaded rod in sloped roof applications. â€¢ Accommodates 3-1/2 x 12 pitch. CONCRETE â€¢ Installs into angled z-purlin; allows threaded rod to hang plumb. â€¢ Allows 17Â° deflection from vertical. â€¢ Asembled in the U.S.A. View our installation videos! Rod Part Screw Ultimate UL Test FM Test Min Max Box Case Approvals Model Size Number Descriptions Pullout (lbs) Load (lbs) Load (lbs) Thick Thick Qty Qty SWIVEL MOUNT #14 Black 1/4-20 X 1â€ Nut Driver 3/8" 8137957 SH-DSTR 1* 3220 (3/16â€) 1500 1475 .035â€ 3/16â€ 25 125 TEKS 3 ACCESSORIES Part # 8113910 2368 (1/2" steel Vertical) 12-24 x 1-5/8" 1306 (45Â° off Vertical) 1500 (Vertical) 4" 3/8" 8268957 SH-TEK 50 3/16" 1/2" 25 125 TEKS 5 2281 (3/16â€ HSS) 850 (45Â° off Vertical) 2-1/2â€ 1585 (3/16â€ HSS 45Â° off Vertical) *Does not comply with ROHS requirements / Includes retaining nut #14 SH Orange Nut Driver Part # 8273910 APPROVALS 7 To find a distributor near you, call 800-848-5611 SAMMY X-PRESSÂ® Installs into Metal Deck, Purlin, or Tubular Steel SAMMY X-PRESSÂ® - Vertical Application Application Product Features â€¢ The Sammy X-Press expands to provide â€¢ Less jobsite material needed. direct vertical attachment in: (XP) - light gauge steel deck or purlin â€¢ No retaining nut required. (22 ga. - 1/8â€). â€¢ Provides design flexibility. â€¢ Installs in seconds with Sammy X-Press ItÂ® Tool, saving time & installation costs. â€¢ Assembledin the U.S.A. â€¢ Use in applications where access to the back of View our the installed fastener is prohibited. ie. metal roof installation videos! deck, tubular steel, or vapor barrier fabric. Rod Part Ultimate UL Test UL Min FM Test FM Min Max Box Case Approvals Model Description Application Size Number Pullout (lbs) Load (lbs) Thick Load (lbs) Thick Thick Qty Qty VERTICAL MOUNT Sammy 185 (Luminaire) .027" 1/4" 8181922 XP 200 1146 (22 ga) .125â€ 25 125 Metal Deck X-Press 200 250 (Luminaire) .056â€ 850 (2Â½" Pipe) .027" 940 (2" Pipe) .029â€ Sammy 185 (Luminaire) .027â€ 3/8" 8150922 XP 20 1146 (22 ga) 1475 (4â€ Pipe) .104â€ .125â€ 25 125 Metal Deck X-Press 20 250 (Luminaire) .056â€ 283 (Conduit & Cable) .029â€ 1500 (4" Pipe) .060â€ Sammy 185 (Luminaire) .029â€ 940 (2" Pipe) .029â€ 3/8" 8153922 XP 35 1783 (16 ga) .125â€ 25 125 Purlin X-Press 35 250 (Luminaire) .056â€ 1475 (4â€ Pipe) .104â€ 416 (Conduit & Cable) .059â€ Metal Deck Pre-Pour Structural Concrete@ 3000 psi Sammy (Pre-Pour) 3/8" 8150922 XP 20 1146 (22 ga) 850 (2Â½ Pipe) 25 125 X-Press 20 Metal Deck Post-Pour Range II LWCâ‰¤ 35 PCF (lbs/ftÂ³) (Post-Pour) Pre-Pour Structural Concrete @ 3000 psi Post-Pour Range II LWCâ‰¤ 35 PCF (lbs/ ftÂ³) SAMMY X-PRESS SIDEWINDERâ„¢ - Horizontal Application Application Product Features â€¢ The Sammy X-Press Sidewinder expands to â€¢ Less jobsite material needed. provide horizontal attachment in: - 16 ga - 3/16â€ steel - purlin, tubular steel. â€¢ No retaining nut required. â€¢ Installs in seconds with Sammy X-Press ItÂ® Tool, â€¢ Provides design flexibility. saving time & installation costs. â€¢ Assembled in U.S.A. of â€¢ Use in applications where access to the back of Canadian Steel the installed fastener is prohibited; ie. metal roof View our deck, tubular steel, or vapor barrier fabric. installation videos! Rod Part Ultimate UL Test UL Min FM Test Max Box Case Approvals Model Description Application Size Number Shear (lbs) Load (lbs) Thick Load (lbs) Thick Qty Qty HORIZONTAL MOUNT 1250 (3Â½" Pipe) Sidewinder Metal Deck/ 3/8" 8293957 SWXP 35 1798 (16 ga) 80 (Luminaire) .059â€ .125â€ 25 125 X-Press 35 Purlin 416 (Conduit & Cable) ASSEMBLED U.S.A. For the most up to date information, visit www.itwbuildex.com 8 Installs into Metal Deck, Purlin, or Tubular Steel WOOD SAMMY X-PRESS SWIVELâ„¢ - Swivel Application Application Product Features â€¢ Less jobsite material needed. â€¢ The Sammy X-Press Swivel allows you â€¢ Less jobsite material needed. to hang plumb in extreme roof pitches: â€¢ No retaining nut required. - 89Â° in z-purlin â€¢ No retaining nut required. - 45Â° in metal deck for 12/12 pitch â€¢ Provides design flexibility. â€¢ Provides design flexibility. â€¢ Installs in seconds with Sammy X-Press ItÂ® Tool, â€¢ Assembledin the U.S.A. saving time & installation costs. â€¢ Assembled in the U.S.A. â€¢ Use in applications where access to the back of View our View our STEEL the installed fastener is prohibited. ie. metal roof installation videos! installation videos! deck, tubular steel, or vapor barrier fabric. Rod Part Ultimate UL Test UL Min FM Test FM Min Max Box Case Approvals Model Description Application Size Number Pullout (lbs) Load (lbs) Thick Load (lbs) Thick Thick Qty Qty SWIVEL MOUNT 750 (2â€ Pipe) 170 Vertical (Luminaire) Swivel 1061 (22 ga Vert) Metal Deck/ 3/8â€ 8294922 SXP 20 80 @ 45Â° (Luminaire) .029â€ 635 (2â€ Pipe) .029â€ .125â€ 25 125 X-Press 20 829 (45Â° Off Vert) Purlin 283 Vertical (Conduit & Cable) 233 @ 45Â° (Conduit & Cable) 1250 (3-1/2" Pipe) 250 Vertical (Luminaire) Swivel 1675 (16 ga Vert) Metal Deck/ STEEL 3/8" 8295922 SXP 35 80 @ 90Â° (Luminaire) .059â€ .029â€ .125â€ 25 125 X-Press 35 1558 (89Â° Off Vert) 635 (2" Pipe) Purlin 500 Vertical (Conduit & Cable) 333 @ 89Â° (Conduit & Cable) Swivel 1061 (22 ga Vert) Metal Deck/ 1/2â€ 8272957 SXP 2.0 .027â€ .125â€ 25 125 X-Press 2.0 829 (45Â° Off Vert) Purlin Swivel 1675 (16 ga Vert) Metal Deck/ 1/2" 8271957 SXP 3.5 .125â€ 25 125 X-Press 3.5 1558 (89Â° Off Vert) .060" Purlin SAMMY X-PRESS ITÂ® Installation Tool CONCRETE Application Product Features Metal Deck - XPress â€¢ Less jobsite material needed. â€¢ The Sammy X-Press expands to provide direct vertical attachment in: â€¢ No retaining nut required. - metal deck (22-16 gauge) - z-purlin (18-16 gauge) â€¢ Provides design flexibility. Vertical â€¢ Assembled in the U.S.A. â€¢ Assembled in U.S.A. of View our Canadian Steel installation videos! View our installation videos! ACCESSORIES Part Number Model Description Qty 8194910 UXPIT* Universal X-Press It Tool 1 8152910 XPDB 25/64" Drill Bit 1 *Tool Includes: Sleeve, Bit Receiver, Hex Wrench, and 25/64â€ Drill Bit. Horizontal APPROVALS 9 To find a distributor near you, call 800-848-5611 Swivel SAMMYSÂ® FOR CONCRETE SAMMYSÂ® FOR CONCRETE - Vertical Application Application Product Features â€¢ Easy two step process (Drill hole & drive Sammys concrete anchor). â€¢ Â¼â€ pre-drilled pilot hole required. â€¢ Concrete Installation Tool available for a one tool installation process. â€¢ Assembled in the U.S.A. View our installation videos! Rod Part Screw Ultimate FM Test Box Case Approvals Model Size Number Descriptions Pullout (lbs)* Load (lbs) Qty Qty VERTICAL MOUNT #14 Black 1/4" 8058957 CST 200 5/16 x 1-3/4" 2400 25 125 Nut Driver 3/8" 8059957 CST 20 5/16 x 1-3/4" 2400 1475 25 125 Part # 8113910 1/2" 8060925 CST 2 5/16 x 1-3/4" 2400 25 125 #14SW Red Nut Driver ICC-ESR 3/8â€ 8306957 CCST 516 5/16-14 x 2-1/2â€ 857** 25 125 Part # 8114910 3699+FM For complete performance data see ICC Report ESR-3699 * Tested in 3000 PSI concrete ** Pullout strength for Cracked Concrete and Seismic Zones A-F SIDEWINDERÂ® FOR CONCRETE - Horizontal Application Application Product Features â€¢ Easy two step process (Drill hole & drive Sammys concrete anchor). â€¢ Â¼â€ pre-drilled pilot hole required. â€¢ Concrete Installation Tool available for a one tool installation process. â€¢ Assembleded in the U.S.A. View our installation videos! Rod Part Screw Ultimate FM Test Box Case Approvals Model Size Number Descriptions Shear (lbs)* Load (lbs) Qty Qty HORIZONTAL MOUNT 3/8" 8061957 SWC 20 5/16 x 1-3/4" 2450 1475 25 125 ICC-ESR 3699+FM 3/8â€ 8307957 SW-CCST 516 5/16-14 x 2-1/2â€ 857** 25 125 #14SW Red * Tested in 3000 PSI concrete ** Pullout strength for cracked concrete and Seismic Zones A-F Nut Driver Part # 8114910 SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins ASSEMBLED U.S.A. free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. For the most up to date information, visit www.itwbuildex.com 10 SAMMYS SWIVEL HEADâ„¢ FOR CONCRETE - Swivel Application WOOD Application Product Features â€¢ Installs vertically and swivels up to 89Â° in wood & concrete structures. â€¢ Eliminates distortion of threaded rod. â€¢ 1/4â€ pre-drilled pilot hole required. â€¢ Concrete installation tool available for a one piece installation process. STEEL â€¢ Assembled in the U.S.A. Rod Part Screw Ultimate Box Case Approvals Model Size Number Descriptions Shear (lbs)* Qty Qty SWIVEL MOUNT 2537 in 3000 psi concrete 3/8" 8269957 SH-GST/CST 20 5/16 x 1-3/4" 1459 @ 45Â°off vertical in 3000 psi concrete 25 125 2852 in 6000 psi concrete 1636 @ 45Â°off vertical in 6000 psi concrete 3/8â€ 8308957 SH-CCST 516 5/16-14 x 2-1/2â€ 857** 25 125 STEEL Note: UL Listed for wood - see page 5 #14 SH Orange Nut Driver Part # 8273910 * Tested in 3000 PSI concrete ** Pullout strength for cracked concrete and Seismic Zones A-F CONCRETE / WOOD INSTALLATION KIT Application Rotary Hammer Drill into concrete Hammer Drill into concrete CONCRETE (b) (b) (g) (d) (h) (e) (h) or or (c) (c) (a) Part Number Description Each Qty 8122910 Concrete Installation Kit (a) 1 Kit includes the following items: 8113910 #14 Black Nut Driver (b) 1 8114910 #14 SW Red Nut Driver (c) 1 8116910c #250 Bit (1/4") (d) 1 ACCESSORIES 8117910 SDS Bit (1/4") (e) 1 8118910 7/32 Wood Bit (f) 1 8120910 HEX 250 Bit Receiver (1/4") (g) 1 8098910 SL 250 Sleeve (h) 1 APPROVALS 11 To find a distributor near you, call 800-848-5611 ACCESSORIES SAMMYS TOGGLEâ„¢ Application Installation Steps 1. Pre-drill a 5/8â€ hole with a regular drill or hole saw. 2. Insert SST screw into #14 black nut driver. With wing nut and washer on bolt, insert wing nut through surface, and begin installation. 3. When bolt is secure and nut driver spins free, stop drill motor and remove. Pre-Cast Hollow Core 4. SST screw is now ready to receive 1/4â€, 3/8â€, or Metric all Concrete thread rod or bolt stock. Rod Size Part Number Model Screw Descriptions Ultimate Pullout (lbs) Box Qty Case Qty 450 (Lath & Plaster) 3/8" 8064925 SST 30 1/4 x 3" 25 125 404 (2 Layers 5/8 Rock) #14 Black Nut Driver Part # 8113910 DEKTITEÂ® PIPE FLASHING ApplicationApplication Product FeaturesProduct Features â€¢ Complies with NFPA 13 Code Changes. â€¢ Flashing for dry pendant sprinklers subject to extreme temperature changes. â€¢ One piece construction is easy to install. â€¢ Pipe diameter markings ensure accurate fit. â€¢ EPDM temperature range of -65Â°F to +250Â°F. Part Number Description Pipe Outside Diameter Dektite Base Diameter Dektite Height Box Qty 4003910 1 1/4â€ - 2â€ 4-3/4â€ 3â€ 10 4004910 2 1-3/4â€ - 3-1/4â€ 6-1/4â€ 4â€ 10 For the most up to date information, visit www.itwbuildex.com 12 SAMMY X-PRESS POLE TOOL KITâ„¢ WOOD Application Product Features â€¢ Speed your labor by 25% â€¢ Work from the ground up â€¢ No scaffolding, ladders, or lifts â€¢ Perfect for working in tight spaces, through ceiling grid, and high vaulted ceilings â€¢ Works with any Sammy X-Press product For use installing Sammy X-Press anchors from the ground up! View our installation videos! STEEL Part Number Model Description Box Qty XPKIT* XPKIT Sammy X-Press Pole Tool Kit 1 * 3/4â€ electrical conduit needed for pole tool assembly STEEL SAMMYS POLE TOOLâ„¢ Installation Instructions Product Features â€¢ Speed your labor by 25% 1 2 3 â€¢ Work from the ground up Insert adjusting pin here â€¢ No scaffolding, ladders, or lifts â€¢ Perfect for working in tight spaces, through ceiling grid, and high vaulted ceilings Adjust the Pole Tool to length. Load rod and Sammys into The socket will spin free The adjusting pin must be 18â€ Pole Tool. when the screw is completely below the base or the pin may installed. Pull down to remove â€¢ Works with any Vertical SAMMYS: Wood, Steel, or interfere with the rod. the Pole Tool. Concrete CONCRETE Part Number Description Box Qty SP6 Speedy Pole 6â€™-18â€™ 1 ACCESSORIES APPROVALS 13 To find a distributor near you, call 800-848-5611 APPROVALS Part Mount UL Max UL Test UL Min Wood FM Max FM Test FM Min Wood Model Rod Size Number Direction Pipe Size Load (lbs) Thickness Pipe Size Load (lbs) Thickness SAMMYS FOR WOOD - PIPE HANGER 8007957 GST 10 3/8â€ Vertical CPVC 1-1/2â€ 300 1-1/2â€ 8020957 SWG 10 3/8â€ Horizontal CPVC 1-1/2â€ 300 1-1/2â€ 8008957 GST 20 3/8â€ Vertical 2-1/2â€ 850 1-1/2â€ 4â€ 1475 1-1/2â€ 8068925 GST 20-SS 3/8â€ Vertical 2-1/2â€ 850 1-1/2â€ 8010957 GST 30 3/8â€ Vertical 4â€ 1500 1-1/2â€ 4â€ 1475 1-1/2â€ 8009925 GST 25-380 3/8â€ Vertical 4â€ 1500 1-1/2â€ 8022925 SWG 25-380 3/8â€ Horizontal 3-1/2â€ - 4â€* 1500 1-1/2â€ 8021957 SWG 20 3/8â€ Horizontal 2-1/2â€ - 3â€** 1050 1-1/2â€ 8073925 SWG 20-SS 3/8â€ Horizontal 2-1/2â€ 850 1-1/2â€ 8269957 SH-GST/CST 20 3/8â€ 45Â° Angle off Vertical 2-1/2â€ 850 1-1/2â€ 8269957 SH-GST/CST 20 3/8â€ 45Â° Angle off Vertical 4â€ 1500 1-1/2â€ 8139957 SH-GST 20 3/8â€ 17Â° Angle off Vertical 3â€ 1050 1-1/2â€ 4â€ 1475 1-1/2â€ SAMMYS FOR STEEL - PIPE HANGER Min Steel Thick Max Steel Thick 8038957 DSTR 1 3/8â€ Vertical 4â€ 1500 .035â€ 4â€ 1475 .105â€ 8037957 DSTR 1-1/2 3/8â€ Vertical 4â€ 1500 .035â€ 4â€ 1475 .105â€ 8039957 DSTR 516 3/8â€ Vertical 4â€ 1500 .037â€ 4â€ 1475 .105â€ 8045957 DST 516 3/8â€ Vertical 4â€ 1500 .188â€ 4â€ 1475 .188â€ 8046957 TEK 50 3/8â€ Vertical 4â€ 1500 .250â€ 4â€ 1475 .188â€ 8055957 SWDR 1 3/8â€ Horizontal 4â€ 1500 .037â€ 4â€ 1475 .060â€ 8056957 SWDR 516 3/8â€ Horizontal 4â€ 1500 .037â€ 4â€ 1475 .060â€ 8054957 SWDR 1-1/2 3/8â€ Horizontal 4â€ 1500 .037â€ 4â€ 1475 .060â€ 8137957 SH-DSTR 1 3/8â€ 17Â° Angle off Vertical 4â€ 1500 .035â€ 4â€ 1475 .105â€ Vertical 2-1/2â€ 850 8268957 SH-TEK 50 3/8â€ 70Â° Angle off Vertical 4â€ 1500 2â€ 940 .029â€ 8150922 XP 20 3/8â€ Vertical 2-1/2â€ 850 .027â€ 4â€ 1475 .105â€ 2â€ 940 .029â€ 8153922 XP 35 3/8â€ Vertical 4â€ 1500 .060â€ 4â€ 1475 .125â€ 8294922 SXP 20 3/8â€ Vertical or up to 45Â° 2â€ 750 .027â€ 2â€ 635 .029â€ 8295922 SXP 35 3/8â€ Vertical or up to 89Â° 3-1/2â€ 1250 .060â€ 2â€ 635 .029â€ 8293957 SWXP 35 3/8â€ Horizontal 3-1/2â€ 1250 .060â€ SAMMYS FOR CONCRETE - PIPE HANGER 8059957 CST 20 3/8â€ Vertical 4â€ 1475 3000 8061957 SWC 20 3/8â€ Horizontal 4â€ 1475 3000 8150922 XP 20 3/8â€ Vertical 2-1/2â€ 850 Pre-Pour Structural @ 3000psi 8150922 XP 20 3/8â€ Vertical 2-1/2â€ 850 Post-Pour Range II LWC â‰¤ 35 PCF (lbs/ft3) Part Rod Mount UL Load UL Min Steel Model Number Size Direction Rating (lbs) Thickness SAMMYS FOR STEEL - LUMINAIRE FITTING 185 .027â€ 8150922 XP 20 3/8â€ Vertical 250 .035â€ 185 .027â€ 8153922 XP 35 3/8â€ Vertical 250 .035â€ 185 .027â€ 8181922 XP 200 1/4â€ Vertical 250 .035â€ Vertical 170 .027â€ 8294922 SXP 20 3/8â€ 45Â° 80 .027â€ Vertical 250 .060â€ 8295922 SXP 35 3/8â€ 90Â° 80 .060â€ 8293957 SWXP 35 3/8â€ Horizontal 80 .060â€ Part Rod Mount UL Load UL Min. Steel Model Listed Application Number Size Direction Rating (lbs) Thickness SAMMYS FOR STEEL - CONDUIT, TUBING, AND CABLE 8150922 XP 20 3/8â€ Vertical 283 .027â€ Max 4 trade size EMT, RMC, and IMC & 5 trade size rigid PVC conduit 8153922 XP 35 3/8â€ Vertical 500 .060â€ Max 4 trade size EMT & 6 trade sze RMC, IMC, and rigid PVC conduit 8294922 SXP 20 3/8â€ Vertical 283 .027â€ Max 4 trade size EMT, RMC, and IMC & 5 trade size rigid PVC conduit 8295922 SXP 35 3/8â€ Vertical 500 .060â€ Max 4 trade size EMT & 6 trade sze RMC, IMC, and rigid PVC conduit 8293957 SWXP 35 3/8â€ Horizontal 500 .060â€ Max 4 trade size EMT & 6 trade sze RMC, IMC, and rigid PVC conduit UL Listed 4S16 - Cable Hanger, Cat. No. C-Z2000 Plenum Rated, 8149957 CZ2000 1/4â€ or 3/8â€ Onto Vertical Rod Complies w/ NEC Standards Sheet Steel Gauges Gauge No. 22 ga. 20 ga. 18 ga. 16 ga. 14 ga. 12 ga. 1/8â€ 3/16â€ 1/4â€ Nominal Decimal Equivalent .030â€ .036â€ .048â€ .060â€ .075â€ .105â€ .125â€ .188â€ .250â€ *SWG 25-380 Maximum pipe size in composite wood joist allowed by UL is 3-1/2â€ UL compliance with NEC Standards. *SWG 25-380 Maximum pipe size in wood timber or joist allowed by UL is 4â€ UL and FM tests were performed in compliance with NFPA 13 Standards. **SWG 20 Maximum pipe size in composite wood joist allowed by UL is 2-1/2â€ Fastening requirement: 5 times weight of water-filled schedule 40 pipe plus 250 pounds. **SWG 20 Maximum pipe size in wood timber or joist allowed by UL is 3â€ For the most up to date information, visit www.itwbuildex.com 14 SPECIAL NOTES Part Mount UL Max UL Test UL Min Wood FM Max FM Test FM Min Wood Engineering Note Model Rod Size Number Direction Pipe Size Load (lbs) Thickness Pipe Size Load (lbs) Thickness In 1996, the anchors listed by UL were tested in plate steel that measured .188â€ and .118â€. Subsequent testing was done for z-purlin applications in May 1997 using (.037â€) or 20 SAMMYS FOR WOOD - PIPE HANGER gauge steel. Most recently in 2008, testing with the new Sammy X-PressÂ® was completed using (.030â€) or 22 gauge steel metal deck. WOOD 8007957 GST 10 3/8â€ Vertical CPVC 1-1/2â€ 300 1-1/2â€ 8020957 SWG 10 3/8â€ Horizontal CPVC 1-1/2â€ 300 1-1/2â€ SammysÂ® Nut Drivers Special nut drivers were designed to be used with Sammys. When the appropriate nut drivers are used for installation, the driver spins freely on the screw after installation is 8008957 GST 20 3/8â€ Vertical 2-1/2â€ 850 1-1/2â€ 4â€ 1475 1-1/2â€ complete and eliminates the expected wrist snap, reduces over-torque, and prevents screw failure. 8068925 GST 20-SS 3/8â€ Vertical 2-1/2â€ 850 1-1/2â€ 8010957 GST 30 3/8â€ Vertical 4â€ 1500 1-1/2â€ 4â€ 1475 1-1/2â€ Steel Screws 8009925 GST 25-380 3/8â€ Vertical 4â€ 1500 1-1/2â€ Due to variations in hardness of certain metals, it should be noted that our self-drilling screws for steel will experience different drill speeds. 500-1500 RPM drill speed should be 8022925 SWG 25-380 3/8â€ Horizontal 3-1/2â€ - 4â€* 1500 1-1/2â€ used. 8021957 SWG 20 3/8â€ Horizontal 2-1/2â€ - 3â€** 1050 1-1/2â€ 8073925 SWG 20-SS 3/8â€ Horizontal 2-1/2â€ 850 1-1/2â€ Metric Products 8269957 SH-GST/CST 20 3/8â€ 45Â° Angle off Vertical 2-1/2â€ 850 1-1/2â€ Metric versions of the Sammy anchors are available at www.itwbuildex.com 8269957 SH-GST/CST 20 3/8â€ 45Â° Angle off Vertical 4â€ 1500 1-1/2â€ Sammys for Seismic 8139957 SH-GST 20 3/8â€ 17Â° Angle off Vertical 3â€ 1050 1-1/2â€ 4â€ 1475 1-1/2â€ Please visit www.itwbuildex.com for our current Seismic product offerring. STEEL SAMMYS FOR STEEL - PIPE HANGER Min Steel Thick Max Steel Thick 8038957 DSTR 1 3/8â€ Vertical 4â€ 1500 .035â€ 4â€ 1475 .105â€ Vibratory Environments For attaching or anchoring in high vibratory environments, special care should be taken not just for building attachments but also for the hangers or assemblies being supported. 8037957 DSTR 1-1/2 3/8â€ Vertical 4â€ 1500 .035â€ 4â€ 1475 .105â€ Consult local code authorities for accepted anchoring devices. 8039957 DSTR 516 3/8â€ Vertical 4â€ 1500 .037â€ 4â€ 1475 .105â€ 8045957 DST 516 3/8â€ Vertical 4â€ 1500 .188â€ 4â€ 1475 .188â€ Composite Joist/Truss 8046957 TEK 50 3/8â€ Vertical 4â€ 1500 .250â€ 4â€ 1475 .188â€ Truss manufacturers vary installation recommendations for composite joist. UL testing was completed to validate that Sammys and Sidewinders SWG 20 and SWG 25-380 can 8055957 SWDR 1 3/8â€ Horizontal 4â€ 1500 .037â€ 4â€ 1475 .060â€ be installed into the top cord of a truss. Sammy GST 20 can be installed into the center of the lower cord of a composite joist. Penetration of the upright center web is permitted by 8056957 SWDR 516 3/8â€ Horizontal 4â€ 1500 .037â€ 4â€ 1475 .060â€ some joist manufacturers. Consult truss manufacturer for recommended installation point. 8054957 SWDR 1-1/2 3/8â€ Horizontal 4â€ 1500 .037â€ 4â€ 1475 .060â€ 8137957 SH-DSTR 1 3/8â€ 17Â° Angle off Vertical 4â€ 1500 .035â€ 4â€ 1475 .105â€ Pre-drilling may be required by joist manufacturers. If so, pre-drill pilot hole 1/8â€ smaller than root diameter of fastener. Vertical 2-1/2â€ 850 8268957 SH-TEK 50 3/8â€ 70Â° Angle off Vertical 4â€ 1500 Consult the table below: 2â€ 940 .029â€ Model Root Diameter Hole Size 8150922 XP 20 3/8â€ Vertical 2-1/2â€ 850 .027â€ STEEL 4â€ 1475 .105â€ GST 20 .182â€ 1/8â€ 2â€ 940 .029â€ 8153922 XP 35 3/8â€ Vertical 4â€ 1500 .060â€ GST 25-380 .280â€ 7/32â€ 4â€ 1475 .125â€ SWG 20 .182â€ 1/8â€ 8294922 SXP 20 3/8â€ Vertical or up to 45Â° 2â€ 750 .027â€ 2â€ 635 .029â€ 8295922 SXP 35 3/8â€ Vertical or up to 89Â° 3-1/2â€ 1250 .060â€ 2â€ 635 .029â€ SWG 25-380 .280â€ 7/32â€ 8293957 SWXP 35 3/8â€ Horizontal 3-1/2â€ 1250 .060â€ SAMMYS FOR CONCRETE - PIPE HANGER To increase efficiency of the installation process, sleeve tools, bit receivers, and wood bits are available for pre-drilling. 8059957 CST 20 3/8â€ Vertical 4â€ 1475 3000 NFPA/NEC Standards 8061957 SWC 20 3/8â€ Horizontal 4â€ 1475 3000 All UL and FM testing complies with NFPA 13 and NEC standards. Check with your local (AHJ) Authority Having Jurisdiction to confirm application and usage. 8150922 XP 20 3/8â€ Vertical 2-1/2â€ 850 Pre-Pour Structural @ 3000psi 8150922 XP 20 3/8â€ Vertical 2-1/2â€ 850 Post-Pour Range II LWC â‰¤ 35 PCF (lbs/ft3) UL Listings / FM Approvals UL and FM reports are available at www.itwbuildex.com CONCRETE Technical Drawings Technical drawings are available and can be downloaded at www.itwbuildex.com in the following formats: .dwg, .dxf, and .igs. Assembled in the U.S.A. Products Contact Information Assembled U.S.A. Technical Assistance: (800) 848-5611 Option #6 (x 3259) Customer Service: (800) 848-5611 Option #1 ACCESSORIES APPROVALS 15 To find a distributor near you, call 800-848-5611 AnvilÂ® Wall Brackets Revolver Swivel Fig. 550 (Formerly Afcon Fig. 550) Material Specifications Size Range 3/ 8" rod Material Carbon Steel Finish Pre-Galvanized per ASTM A653 Service Wall Bracket mounts on the side and underside of wood, steel, and concrete walls and beams to support up to 4" NPS horizontal piping. Approvals cULus Listed (UL 203) Patents No. 6,568,642 Features â€¢ Universal fastener array optimizes the fastener size and placement for various structure types and pipe sizes. â€¢ No backing nuts are required on the rod. â€¢ Center mounting hole accepts 3/ 1 8" and /2" fasteners Dimensions (In) - Weight (Lbs) Ordering Specify figure number and description. Rod Approx. A B C D E Ã¸H1 Ã¸H2 Size Weight/100 In. In. In. In. In. In. In. In. Lbs. 3/8 3 1 1 3/4 3/4 2 3/8 1/4 1/2 20 Installation 3 If the Fig. 550 is exposed to vibration from 1 Mount on the side or underside of wood, the piping system or the structure, steel, or concrete walls and beams using jam nuts may be installed on the the fasteners listed in NFPA 13 and the mounting bolt and the threaded rod. mounting fastener table listed below. 4 Fire Protection applications shall also be 2 Thread the hanger rod or restraint rod installed per NFPA 13 requirements. into the hex union until it bottoms. Back rod off a maximum of one turn to allow the hex union to swivel freely. Adjust angle as necessary. PROJECT INFORMATION APPROVAL STAMP Project: Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SS-01.18 page 1 SS-SUB-350-v01 20220308 AnvilÂ® Wall Brackets Revolver Swivel Fig. 550 (Formerly Afcon Fig. 550) Horizontal Installation Vertical Installation cULus Listed Mounting Fasteners for Steel Pipe Horizontal Installation Vertical & Angled Installation Structure Fastener Quantity Pipe Size Fastener Position Structure Fastener Quantity Pipe Size Fastener Position 1/4 x 1â€Š1/2" Lag Screw 1/4 x 2" Lag Screw Wood 1 â‰¤ 2" or Wood 2 â‰¤ 4" #14 x 1â€Š1/2" TEK Screw #14 x 2" TEK Screw 1/4 x 1â€Š1/2" Lag Screw Steel Wood 2 â‰¤ 4" or 1/4 or #14 TEK Screw 1 â‰¤ 2" #14 x 1â€Š1/2" TEK Screw (1/4" Min) Steel WoodÂ¹ 3/8 x 2â€Š1/2" Lag Screw 1 â‰¤ 2" 1/4 or #14 TEK Screw 2 â‰¤ 4" (1/4" Min) Note 1: Per NFPA 13-2016 Table 9.1.5.3.1 and NFPA 13-2013 Table 9.1.5.3.1 WoodÂ¹ 1/2 x 3" Lag Screw 1 â‰¤ 4" Note 2: Sheet Metal Screws are acceptable alternatives for TEK Screws Steel #14 x 1" TEK Screw 1 â‰¤ 3" or (14 ga Min) Steel #14 x 1" TEK Screw 2 â‰¤ 4" or (14 ga Min) Steel #14 x 1" TEK Screw 1 â‰¤ 2â€Š1/2" or (16 ga Min) Steel #14 x 1" TEK Screw 2 â‰¤ 4" or (16 ga Min) Steel #14 x 1" TEK Screw 1 â‰¤ 2â€Š1/2" or (18 ga Min) Steel #14 x 1" TEK Screw 2 â‰¤ 3" or (18 ga Min) Steel #14 x 1" TEK Screw 3 â‰¤ 4" or (18 ga Min) asc-es.com SS-01.18 page 2 SS-SUB-350-v01 20220308 AFCONÂ® Seismic Braces Longitudinal & Lateral Seismic Clamp Fig. AF730 Material Specifications Size Range Service Pipe Size: 1" - 12", DN25-DN100 Material Carbon Steel Clamp and Hardware. Ductile Iron Brace Member Attachment Fitting. Finish Plain Clamp: Hot Dipped Galvanized per ASTM A153 Brace Member Attachment Fitting: Electro-Galvanized per ASTM B633 A Service A seismic longitudinal and lateral brace clamp designed to connect a piping system to a brace member. The AF730 rigidly braces piping systems B subjected to horizontal and vertical seismic loads. Y Approvals cULus Listed (ANSI/UL 203a) and FM Approved (FM 1950-13). FM Tested (ANSI/FM 1950-16). Complies with NFPA 13, ASCE 7, IBC, & MSS FIG. AF730 Dimensions and Weight SP-127 bracing requirements. A B Y Weight Size Features In./mm In./mm In./mm lbs/kgs â€¢ Torque off set screw and nuts provide a visual 1" (DN25) 7.6 193 2.49 1.13 indication that the desired installation torque values have been achieved. 1Â½" (DN32) 8.0 203 2.55 1.13 Ordering 1Â½" (DN40) 8.2 208 2.64 1.20 Specify figure number, service pipe size, finish, 2" (DN50) 8.7 221 2.78 1.26 and description. 2Â½" 9.2 234 2.92 1.32 Disclaimer: ASC Engineered Solutions does not provide any warranties 3" (DN80) 9.8 249 3.13 1.42 and specifically disclaims any liability whatsoever with 1.50 38.1 1.91 48.5 respect to ASC bracing products and components that 4" (DN100) 10.8 274 3.38 1.53 are used in combination with products, parts or systems not manufactured or sold by ASC. In no event shall ASC 5" 12.1 307 3.81 1.73 be liable for any incidental, direct, consequential, special or indirect damages or lost profits where non-ASC bracing 6" 13.2 335 4.12 1.87 components have been, or are used. Seis BraceÂ® Seismic Fire Protection Design Tool may be 8" 15.2 386 6.40 2.90 accessed at www.seisbrace.com 10" 18.1 460 7.60 3.45 12" 20.1 511 8.60 3.90 Notes: ASC Engineered Solutionsâ„¢ brand bracing components are designed to be compatible ONLY with other ASC Engineered Solutions brand bracing components, resulting in a Listed seismic bracing assembly. Updated UL listing information may be viewed at www.ul.com and updated FM approval information may be viewed at www.approvalguide.com. PROJECT INFORMATION APPROVAL STAMP Project: Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SS-07.20 page 1 SS-SUB-AF730-v04 20221228 AFCONÂ® Seismic Braces Longitudinal & Lateral Seismic Clamp Fig. AF730 FIG. AF730 cULus Listing per ANSI/UL 203a (ASD) Horizontal Load Rating at Brace Angle Service Standard Specialty Longitudinal Load Rating Lateral Load Rating Pipe Service Service Size Pipe Pipe 30Ëš-44Ëš 45Ëš-59Ëš 60Ëš-90Ëš Listed 30Ëš-44Ëš 45Ëš-59Ëš 60Ëš-90Ëš Listed lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN Mega-Thread Sch. 10 1" MLT / GL 340 480 588 680 340 480 588 680 Sch. 40 (DN25) Eddy Thread 1.51 2.14 2.62 3.02 1.51 2.14 2.62 3.02 Metric Pipe EZ-Thread Mega-Flow MLT / GL Sch. 10 1Â¼" Mega-Thread Sch. 40 (DN32) Eddy Flow Longitudinal Application Metric Pipe Eddy Thread EZ-Thread Mega-Flow MLT / GL Sch. 10 Mega-Thread 1Â½" Sch. 40 Eddy Flow 375 530 649 750 375 530 649 750 (DN40) Metric Pipe Eddy Thread 1.67 2.36 2.89 3.34 1.67 2.36 2.89 3.34 Fire-Flo EZ-Thread Mega-Flow MLT / GL Sch. 10 Mega-Thread 2" Sch. 40 Eddy Flow (DN50) Metric Pipe Eddy Thread Fire-Flo EZ-Thread Mega-Flow Sch. 10 Eddy Flow 2Â½" Sch. 40 Fire-Flo Lateral Application 545 770 943 1090 545 770 943 1090 2.42 3.43 4.19 4.85 2.42 3.43 4.19 4.85 Sch. 10 Mega-Flow 3" Sch. 40 Eddy Flow (DN80) Metric Pipe Fire-Flo Sch. 10 Mega-Flow 4" Sch. 40 Eddy Flow (DN100) Metric Pipe Fire-Flo Sch. 10 5" â€“ Sch. 40 Sch. 10 942 1333 1632 1885 942 1333 1632 1885 6" Mega-Flow Sch. 40 4.19 5.93 7.26 8.38 4.19 5.93 7.26 8.38 Sch. 10 8" 0.188" Wall â€“ Riser Application Sch. 40 0.188" Wall 10" â€“ Sch. 40 Brace Angles are determined from Vertical. Sch. 10 & 0.188" Wall Load Ratings may be used for any thicker wall pipe of the same diameter. Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. See table on page 4 for UL listed specialty pipes & UL Listed metric service pipes. asc-es.com See table on page 4 for UL listed brace members. Load ratings include a minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3. All load ratings may be used for NFPA 13-2016 designs. SS-07.20 page 2 SS-SUB-AF730-v04 20221228 AFCONÂ® Seismic Braces Longitudinal & Lateral Seismic Clamp Fig. AF730 FIG. AF730 FM Approved (Listing) per FM 1950-13 (ASD) Horizontal Load Rating at Brace Angle Service Standard Specialty Longitudinal Load Rating Lateral Load Rating Pipe Service Service Size Pipe Pipe 30Ëš-44Ëš 45Ëš-59Ëš 60Ëš-74Ëš 75Ëš-90Ëš 30Ëš-44Ëš 45Ëš-59Ëš 60Ëš-74Ëš 75Ëš-90Ëš lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN Sch. 10 Mega-Thread 1" Sch. 40 MLT / GL 550 640 670 740 1740 2460 3010 3360 (DN25) Metric Pipe Eddy Thread 2.24 2.84 2.98 3.29 7.74 10.94 13.39 14.95 EZ-Thread Mega-Flow Sch. 10 MLT / GL 1Â¼" Sch. 40 Mega-Thread 740 680 820 1620 1430 2020 2480 2770 (DN32) Metric Pipe Eddy Flow 3.29 3.02 3.65 7.21 6.36 8.99 11.03 12.32 Eddy Thread Longitudinal Application EZ-Thread Mega-Flow MLT / GL Sch. 10 Mega-Thread 1Â½" Sch. 40 800 650 790 1800 1790 2530 3100 3460 Eddy Flow (DN40) Metric Pipe 3.56 2.89 3.51 8.01 7.96 11.25 13.79 15.39 Eddy Thread Fire-Flo EZ-Thread Mega-Flow MLT / GL Sch. 10 Mega-Thread 2" Sch. 40 830 990 1190 1620 1820 2580 3160 3530 Eddy Flow (DN50) Metric Pipe 3.69 4.4 5.29 7.21 8.1 11.48 14.06 15.7 Eddy Thread Fire-Flo EZ-Thread Mega-Flow Sch. 10 800 700 850 1930 1610 2280 2790 3120 2Â½" Eddy Flow Sch. 40 3.65 3.11 3.78 8.59 7.16 10.14 12.41 13.88 Fire-Flo Sch. 10 Lateral Application Mega-Flow 3" Sch. 40 960 1330 1540 1700 1550 2200 2690 3010 Eddy Flow (DN80) Metric Pipe 4.27 5.92 6.85 7.56 6.89 9.79 11.97 13.39 Fire-Flo Sch. 10 Mega-Flow 4" 760 1040 1270 1400 1260 1790 2190 2440 Sch. 40 Eddy Flow (DN100) 3.38 4.63 5.65 6.23 5.6 7.96 9.74 10.85 Metric Pipe Fire-Flo Sch. 10 890 1230 1410 1550 1260 1790 2190 2440 5" â€“ Sch. 40 3.96 5.47 6.27 6.89 5.6 7.96 9.74 10.85 Sch. 10 700 940 1140 1310 950 1340 1640 1830 6" Mega-Flow Sch. 40 3.11 4.18 5.07 5.83 4.23 5.96 7.3 8.14 0.188" Wall 990 1130 1360 1520 1540 2170 2660 2970 8" â€“ Sch. 40 4.4 5.03 6.05 6.76 6.85 9.65 11.82 13.21 Riser Application 0.188" Wall 1020 850 1000 1100 1700 2410 2950 3290 10" â€“ Sch. 40 4.54 3.78 4.45 4.89 7.56 10.72 13.12 14.63 0.188" Wall 970 1010 1220 1430 1690 2390 2930 3270 12" â€“ Sch. 40 4.31 4.49 5.43 6.36 7.52 10.63 13.03 14.55 Brace Angles are determined from Vertical. Sch. 10 & 0.188" Wall Load Ratings may be used for any thicker wall pipe of the same diameter. Load ratings include a minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3. To convert the load ratings above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.2.3, multiply load ratings asc-es.com by a factor of 0.68. To convert to LRFD Load Ratings, ASD Load Ratings may be multiplied by a factor of 1.5. See table on page 4 for FM approved metric service pipes. See table on page 4 for FM approved brace members. SS-07.20 page 3 SS-SUB-AF730-v04 20221228 AFCONÂ® Seismic Braces - Installation Longitudinal & Lateral Seismic Clamp Fig. AF730 Method 1 â€“ Connection to Brace Member First 1 Slide the brace member over the lower jaw until it contacts the back wall of the brace member attachment fitting. 2 Hand tighten the set screw until it contacts the brace member. Continue to torque the set screw until the head breaks off. 3 Rotate the brace assembly to the service pipe. Unbolt the back nut & bolt and rotate the clamp halves over the service pipe. Re-assemble the nut and bolt. 4 Hand tighten the nuts on both sides of the clamp. Evenly and alternately torque the nut until the head breaks off. It is best practice to tighten the nut at the jaw side first. 5 Ensure the brace angle is within the range specified. Method 2 â€“ Connection to Service Pipe First 1 Unbolt the back nut & bolt and rotate the clamp halves over the service pipe. Re-assemble the nut and bolt. 2 Hand tighten the nuts on both sides of the clamp. Evenly and alternately torque the nut until the head breaks off. It is best practice to tighten the nut at the jaw side first. 3 Slide the brace member over the lower jaw until it contacts the back wall of the brace member attachment fitting. 4 Hand tighten the set screw until it contacts the brace member. Continue to torque the set screw until the head breaks off. FIG. AF730 cULus Listed & FM Approved Brace Members Brace Member Sizes Standards (or Equivalent) UL Listed FM Approved Sch. 40 ASTM A53, A106, A135, or NPS Pipe 1", 1Â¼", 1Â½", 2" A795 3 3 Sch. 40 Metric Pipe KS D 3562 3 3 EN10255H 3 DN25, DN32, DN40, DN50 Metric Pipe GB/T 3091 3 JIS G3454 3 FIG. AF730 cULus Listed & FM Approved Metric Service Pipes Brace Member Service Pipe Sizes UL Listed FM Approved KS D 3507 3 3 KS D 3537 KS D 3562 3 3 Sch. 40 GB/T 3091 3 GB/T 3092 DN25, DN32, DN40, DN50, DN 80, DN100 JIS G3452 3 EN 10255M asc-es.com EN 10255H SS-07.20 page 4 SS-SUB-AF730-v04 20221228 AFCONÂ® Seismic Braces Model Q Lateral Sway Brace Fig. AF001 Material Specifications Size Range: Service Pipe Size: 1" â€“ 4", DN25 â€“ DN100 Brace Member: 1" â€“ 1Â¼", DN25 â€“ DN32 Material Carbon Steel Finish Plain Electro-Galvanized Service A seismic lateral brace designed to connect a brace member to the service pipe. The AF001 rigidly braces steel piping systems subjected to horizontal and vertical seismic loads. Approvals cULus Listed (ANSI/UL 203a), FM Approved (FM 1950-13), & OSHPD (OPM-0351-13). Complies with NFPA 13, ASCE 7, IBC, & MSS SP-127 bracing 1" to 4" Service Pipe requirements. Features The indicator clip provides a visual indication that proper installation has been achieved.. Ordering OPM-0351-13 Specify figure number, service pipe size, brace size, finish, and description. FIG. AF001: Weight and Installation Torque Brace Member Size Service Pipe Size Installation Torque 1" (DN25) 1" (DN25) 1" (DN25) 0.82 lbs 0.87 lbs 1Â¼" (DN32) 0.86 lbs 0.90 lbs 14 ft-lbs 1Â½" (DN40) 0.90 lbs 0.95 lbs 2" (DN50) 0.96 lbs 1.00 lbs 2Â½" 1.02 lbs 1.06 lbs 16 ft-lbs DN65 1.05 lbs 1.09 lbs 3" (DN80) 1.09 lbs 1.13 lbs 4" (DN100) 1.23 lbs 1.26 lbs 17 ft-lbs PROJECT INFORMATION APPROVAL STAMP Project: Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SS-06.21 page 1 SS-SUB-AF001-v03 20220303 AFCONÂ® Seismic Braces Model Q Lateral Sway Brace Fig. AF001 FIG. AF001 cULus Listing per ANSI/UL 203a (ASD) Horizontal Load Rating at Brace Angle Service Pipe Size Service Pipe 30Â°-44Â° 45Â°-59Â° 60Â°-90Â° Listed Â½" 1" (DN25) (M12) 1Â¼" (DN32) Sch. 10 1Â½" (DN40) Sch. 40 Metric Pipe 2" (DN50) 340 lbf 480 lbf 588 lbf 680 lbf Lateral Application (1.51 kN) (2.14 kN) (2.62 kN) (3.02 kN) Sch. 10 2Â½" Sch. 40 DN65 Metric Pipe 3" (DN80) Sch. 10 Sch. 40 4" (DN100) Metric Pipe 1) Brace Angles are determined from Vertical. 2) Sch. 10 Load Ratings may be used for any thicker wall pipe of the same diameter. 2" Min. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. 4) Load Ratings reflect 1" (DN25) â€“ 1Â¼" (DN32) brace members. See table below for listed brace members. 5) Minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3. Lateral Application Fig. AF001 cULus Listing per ANSI/UL 203A (ASD) for NFPA 13 - 2016 editions or earlier ULâ€™s current Listings are predicated on installation in accordance with the latest edition of NFPA 13. The 2016 and earlier editions of NFPA 13 referenced a minimum safety factor of 1.5 for the load rating as compared to 2.2 for the current edition. The load ratings noted in this table are consistent with the historical cULus Listings that were evaluated to the requirements of UL 203A, Outline of Investigation for Sway Brace Devices for Fire Sprinkler System Piping, based upon a minimum safety factor of 1.5 in accordance with the earlier editions of NFPA 13. The load ratings based upon the 2016 or earlier editions of NFPA 13 should only be used where approved by the Authority Having Jurisdiction (AHJ). Horizontal Load Rating at Brace Angle Service Pipe Size Service Pipe 30Â°-44Â° 45Â°-59Â° 60Â°-90Â° Listed Â½" 1" (DN25) (M12) 1Â¼" (DN32) Sch. 10 1Â½" (DN40) Sch. 40 Metric Pipe 2" (DN50) 500 lbf 707 lbf 865 lbf 1000 lbf (2.22 kN) (3.15 kN) (3.85 kN) (4.45 kN) Sch. 10 Riser Application 2Â½" Sch. 40 DN65 Metric Pipe 3" (DN80) Sch. 10 Sch. 40 4" (DN100) Metric Pipe 1) Brace Angles are determined from Vertical. 2) Sch. 10 Load Ratings may be used for any thicker wall pipe of the same diameter. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2016 Table 9.3.5.2.3. 4) Load Ratings reflect 1" (DN25) â€“ 1Â¼" (DN32) brace members. See table below for listed brace members. 5) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3 asc-es.com SS-03.22 page 2 SS-SUB-AF001-v03 20220303 AFCONÂ® Seismic Braces Model Q Lateral Sway Brace Fig. AF001 FIG. AF001FM Approved (Listing) per FM 1950-13 (ASD) Horizontal Load Rating at Brace Angle Service Pipe Size Service Pipe 30Â°-44Â° 45Â°-59Â° 60Â°-74Â° 75Â°-90Â° 1" (DN25) 1Â¼" (DN32) 1Â½" (DN40) 250 lbf 360 lbf 440 lbf 500 lbf LW2 (1.11 kN) (1.60 kN) (1.96 kN) (2.22 kN) 2" (DN50) Lateral Application 2Â½" 3" (DN80) 410 lbf 590 lbf 720 lbf 800 lbf 4" (DN100) LW2 (1.82 kN) (2.62 kN) (3.2 kN) (2.56 kN) 1" (DN25) 1Â¼" (DN32) Sch. 10 Sch. 40 2" Min. 1Â½" (DN40) Metric Pipe 2" (DN50) 500 lbf 810 lbf 1000 lbf 1100 lbf Lateral Application (2.22 kN) (3.6 kN) (4.45 kN) (4.89 kN) Sch. 10 2Â½" Sch. 40 DN65 Metric Pipe Sch. 10 3" (DN80) Sch. 40 Metric Pipe Sch. 10 760 lbf 1070 lbf 1320 lbf 1470 lbf 4" (DN100) Sch. 40 (3.38 kN) (4.76 kN) (5.87 kN) (6.54 kN) Metric Pipe 1) Brace Angles are determined from Vertical. 2) LW Refers to FM Approved Lightwall pipe, commonly referred to as Sch. 7 and Flow Pipe. See FM Approval Guide for approved Lightwall pipe. 3) Sch. 10 Load Ratings may be used for any thicker wall pipe of the same diameter. 4) See table below for FM listed specialty pipes & FM Listed metric service pipes. 5) Load Ratings reflect 1â€ (DN25) â€“ 1Â¼â€ (DN32) brace members. See table below for listed brace members. 6) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3. To convert the load ratings above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.2.3, multiply load ratings by a factor of 0.68. 7) To convert to LRFD Load Ratings, ASD Load Ratings may be multiplied by a factor of 1.5. Riser Application asc-es.com SS-11.21 page 3 SS-SUB-AF001-v03 20220303 AFCONÂ® Seismic Braces - Installation Model Q Lateral Sway Brace Fig. AF001 1 Place the AF001 over the service pipe to be braced. 2 Insert the brace member through the open loop and the bracket. The end of the brace pipe shall extend at least 2in (50.8mm) past the bracket. 3 Hand tighten the nuts equally until the bracket contacts the brace member. Continue to torque the nuts equally and alternately until indicator clip is flat and the installation torque has been achieved. 4 Ensure the brace angle is within the specified range. Notes: The brace member may be installed above or below the service pipe. FIG. AF001 cULus Listed & FM Approved Brace Members Brace Member Sizes Standards (or Equivalent) UL Listed FM Approved Sch. 40 ASTM A53, A106, 1", 1Â¼" 3 3 NPS Pipe A135, or A795 Sch. 40 Metric Pipe KS D 3562 3 3 DN25 EN10255H 3 DN32 Metric Pipe GB/T 3091 3 JIS G3454 3 FIG. AF001 cULus Listed & FM Approved Metric Service Pipes Brace Member Service Pipe Sizes UL Listed FM Approved KS D 3507 3 3 KS D 3537 KS D 3562 3 3 Sch. 40 DN25 GB/T 3091 DN32 3 GB/T 3092 DN40 DN50 JIS G3452 DN 80 3 DN100 EN 10255M 3 EN 10255H 3 Notes: ASC Engineered Solutionsâ„¢ brand bracing components are designed to be compatible ONLY with other ASC Engineered Solutions brand bracing components, resulting in a Listed seismic bracing assembly. Updated UL listing information may be viewed at www.ul.com and updated FM approval information may be viewed at www. approvalguide.com. Disclaimer: ASC Engineered Solutions does not provide any warranties and specifically disclaims any liability whatsoever with respect to ASC bracing products and components that are used in combination with products, parts or systems not manufactured or sold by ASC. In no event shall ASC be liable for any incidental, direct, consequential, special or indirect damages or lost profits where non-ASC bracing components have been, or are used. Seis BraceÂ® Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com asc-es.com SS-05.21 page 4 SS-SUB-AF001-v03 20220303 IPS CARBON STEEL PIPE â€“ FIRE PROTECTION PRODUCTS 10.61 FireLock EZÂ® 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 couplingâ€™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 Size cULus/FM VdS LPCB Nominal Size Inches/ Sch. 5 Sch.10 Sch. 40 mm psi/KPa psi/kPa psi/KPa psi/kPa psi/kPa 1Â¼ 175 365 365 365 365 32 1206 2517 2517 2517 2517 1Â½ 175 365 365 365 365 40 1206 2517 2517 2517 2517 2 175 365 365 365 365 50 1206 2517 2517 2517 2517 2Â½ 365 365 365 365 N/A 65 2517 2517 2517 2517 365** 365 365 76.1mm N/A N/A 2517** 2517 2517 3 365 365 365 365 N/A 80 2517 2517 2517 2517 4 365 365 365 365 N/A 100 2517 2517 2517 2517 290** 232 300 165.1mm N/A N/A 1999** 1600 2068 6# 290 365 232 365 N/A 150# 1999 2517 1600 2517 * Listed/Approved for wet and dry pipe systems (> â€“40Â°F/â€“40Â°C). Please refer to the Victaulic Installation Manual (I-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 Pressure Rating Pressure Rating â€“ Pressure Rating â€“ Pipe Size â€“ psi/kPa Pa Pipe Size psi/kPakPa Pipe Size psi/kPa/kPa Sch. Inches cULus FM Sch. Inches cULus FM Sch. Inches cULus FM 300 300 300 300 300 300 BLT 1 1/4 â€“ 2 EZT 1 1/4 â€“ 2 MT 1 1/4 â€“ 2 2068 2068 2068 2068 2068 2068 300 300 300 300 300 DF 1 1/4 â€“ 4 FF 1 1/4 â€“ 4 MLT 1 1/4 â€“ 2 N/A 2068 2068 2068 2068 2068 300 300 300 300 DT 1 1/4 â€“ 2 FLF 1 1/4 â€“ 4 N/A ST 1 1/4 â€“ 2 N/A 2068 2068 2068 2068 175 175 300 300 EF 1 1/4 â€“ 4 FLT 1 1/4 â€“ 2 N/A STF 1 1/4 â€“ 4 N/A 1206 1206 2068 2068 300 300 300 300 EL 1 1/4 â€“ 2 FLTL 1 1/4 â€“ 2 N/A TF 2 1/4 â€“ 4 N/A 2068 2068 2068 2068 300 300 300 300 300 300 ET40 1 1/4 â€“ 2 GL 1 1/4 â€“ 2 WLS 1 1/4 â€“ 2 2068 2068 2068 2068 2068 2068 300 300 300 300 175 EZF 3 â€“ 4 MF 1 1/4 â€“ 4 WST 1 1/4 â€“ 2 N/A 2068 2068 2068 2068 1206 300 300 XL 1 1/4 â€“ 2 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. Â© 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_F 10.61_1 IPS CARBON STEEL PIPE â€“ FIRE PROTECTION PRODUCTS 10.61 FireLock EZÂ® Rigid Coupling STYLE 009H STYLE 009H DIMENSIONS Max. Max. Allow. Work. End Pipe End @ Bolt/Nut Aprx. Size Press. * Load * Sep. â€ No. â€“ Size Dimensions â€“ Inches/mm Wgt. Ea. Actual Pre-assembled Y Z Nominal Outside (Stab in Size Dia. condition) Joint Assembled Inches Inches psi Lbs. Inches Lbs. mm mm kPa N mm Inches X Y X Y Z kg X 1 1/4 1.660 365 790 0.10 2 - 3/8 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 1/2 1.900 365 1035 0.10 2 - 3/8 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 - 3/8 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 1/2 2.875 365 2370 0.12 2 - 3/8 x 2 1/2 4.29 6.09 3.92 5.85 1.93 2.1 Y Z 65 73.0 2517 10542 3.05 - M10 x 2 1/2 109 155 100 149 49 1.0 3.000 365 2580 0.12 2 - 3/8 x 2 1/2 4.40 6.31 4.05 5.90 1.93 2.1 76.1 mm 76.1 2517 11476 3.05 - M10 x 2 1/2 112 160 103 150 49 1.0 X 3 3.500 365 3512 0.12 2 - 3/8 x 2 1/2 4.91 6.70 4.55 6.46 1.93 2.3 80 88.9 2517 15622 3.05 - M10 x 2 1/2 125 170 116 164 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 1/2 151 199 141 190 55 1.3 STYLE 009H JOINT ASSEMBLED 165.1 mm 6.500 290 9623 0.17 2 - 5/8 x 3 1/4 7.84 10.93 7.55 10.85 2.11 5.69 165.1 1999 42805 4.32 - M16 x 3 1/4 199 278 192 276 54 2.6 6 6.625 290 9997 0.17 2 - 5/8 x 3 1/4 7.96 11.08 7.67 11.99 2.11 5.92 150 168.3 1999 44469 4.32 - M16 x 3 1/4 202 281 195 305 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 1 Â½ times the figures shown in the chart on page 1, specific to pipe schedule and size. â€ 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. @ 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: â€¢ Orange enamel (North America, Asia Pacific) â€¢ Red enamel (Europe) Optional Coatings: â€¢ Hot dipped galvanized Gasket: â€¢ Grade â€œEâ€ 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 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. Â© 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.61_2 REV_F IPS CARBON STEEL PIPE â€“ FIRE PROTECTION PRODUCTS 10.61 FireLock EZÂ® 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 â€œEZâ€ marking on the inside face or No. 60 end caps con- taining the â€œQV EZâ€ 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 â€œEâ€ 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 I-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 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. Â© 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.61 IPS CARBON STEEL PIPE â€“ FIRE PROTECTION PRODUCTS 10.03 Â® FireLock Fittings VNIIPO See Victaulic publication 10.01 for details FireLockÂ® products comprise a unique system specifically designed for fire protection services. FireLock 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. FireLock 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 FireLock Style 005 couplings. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536, grade 65-45-12. Fitting Coating: â€¢ Orange enamel. â€¢ Red Enamel in EMEA-I. â€¢ Optional: Hot dipped galvanized. 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. Â© 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_I 10.03_1 IPS CARBON STEEL PIPE â€“ FIRE PROTECTION PRODUCTS 10.03 FireLockÂ® Fittings DIMENSIONS C to E C to E C to E T C C to to E E NO. 001 NO. 003 NO. 002 NO. 006 No. 001 No. 003 No. 002 No. 006 Size 90Â° Elbow 45Â° Elbow Straight Tee Cap Nominal Actual Approx. Approx. Approx. Approx. Size Outside Diameter C to E Weight Each C to E Weight Each C to E Weight Each Thickness â€œTâ€ Weight Each Inches Inches Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. mm mm mm kg mm kg mm kg mm kg 1 1/4 1.660 0.8 0.3 â€” â€” â€” â€” â€” â€” 32 42.4 21 0.1 1 1/2 1.900 â€” â€” â€” â€” â€” â€” 0.82 0.4 40 48.3 â€” â€” â€” â€” â€” â€” 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 1/2 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 3.000 3.00 3.30 2.25 2.4 76.1 mm â€” â€” â€” â€” 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 4.250 4.00 5.7 3.00 5.1 4.00 7.5 108 mm â€” â€” 108.0 102 2.6 76 2.3 102 3.4 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 100 114.3 102 3.0 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 125 141.3 124 5.7 83 3.8 124 7.1 25 1.9 6.250 5.50 12.6 3.50 9.2 5.50 17.9 159 mm â€” â€” 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 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. Â© 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.03_2 REV_I IPS CARBON STEEL PIPE â€“ FIRE PROTECTION PRODUCTS 10.03 FireLockÂ® Fittings FLOW DATA Frictional Resistance Size Equivalent Feet/meters of Straight Pipe â€ Actual No. 002 Nominal Outside Elbows Straight Tee Size Diameter Inches Inches No. 001 No. 003 mm mm 90Â° Elbow 45Â° Elbow Branch Run 1 1/4 1.660 1.5 0.8 3.7 1.5 32 42.4 0.5 0.2 1.1 0.5 1 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 2 1/2 2.875 4.3 2.2 10.8 4.3 65 73.0 1.3 0.7 3.3 1.3 3.000 4.5 2.3 11.0 4.5 76.1 mm 76.1 1.4 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 80 88.9 1.5 0.8 4.0 1.5 4.250 6.4 3.2 15.3 6.4 108 mm 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 6.250 9.4 4.9 25.0 9.6 159 mm 158.8 2.9 1.5 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 150 168.3 3.0 1.5 7.6 3.0 8 8.625 13.0 5.0 33.0 13.0 200 219.1 4.0 1.5 10.1 4.0 â€ 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. Â© 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_I 10.03_3 IPS CARBON STEEL PIPE â€“ FIRE PROTECTION PRODUCTS 10.03 FireLockÂ® 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 009/009V/009H couplings, use FireLock No. 006 end caps containing the â€œEZâ€ marking on the inside face or No. 60 end caps containing the â€œQV EZâ€ 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 2/2010 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. Â© 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.03 CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Â® Mechanical-T Bolted Branch Outlets VNIIPO SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLES 920 AND 920N Victaulic Mechanical-TÂ® Outlet provides a direct branch connection at any location a hole can be cut in pipe. The hole is cut oversize to receive a â€œholefinderâ€ locating collar which secures the outlet in position permanently. A pressure responsive gasket seals on the pipe O.D. Cross-type connections can be achieved by utilizing two upper housings of the same style and size, with the same or differing branch size connections. NOTE: Style 920 and Style 920N housings cannot be mated to each other to achieve a cross connection. Style 920 and Style 920N Mechanical-T outlets are available with grooved or female threaded STYLES 920 AND 920N STYLE 920 CROSS outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized hous- PATENTED ings are available, supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500 psi/3450 kPa working pressure on Schedule 10 and 40 carbon steel pipe. They may also be used on high density polyethylene or poly- butylene (HDPE) pipe. Pressure ratings on HDPE are dependent on the pipe rating. Contact Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on PVC plastic pipe. Standard piping practices dictate that the Mechanical-T Styles 920 and 920N must be installed so that the main and branch connections are a true 90Â° angle when permanently attached to the pipeline surface. Additionally, the Vic-Tap IIÂ® hole cutting tool, which allows for hole cutting capabilities on pressurized systems, utilizes the Style 920 Mechanical-T in conjunction with the Series 726 Vic-Ball Valve to create the Style 931 Vic-Tap II Mechanical-T unit. See page 8 for further information. MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A-536, grade 65-45-12, with orange enamel coating. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. â€¢ Optional: Hot dipped galvanized Gasket: (Specify choice*) â€¢ Grade â€œEâ€ EPDM EPDM (Green color code). Temperature range â€“30Â°F to +230Â°F/â€“34Â°C to +110Â°C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +86Â°F/+30Â°C and hot +180Â°F/+82Â°C. NOT RECOMMENDED FOR PETROLEUM SERVICES. â€¢ Grade â€œTâ€ nitrile Nitrile (Orange color code). Temperature range â€“20Â°F to +180Â°F/â€“29Â°C to +82Â°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150Â°F/+66Â°C or for hot dry air over +140Â°F/+60Â°C. *Services listed are General Service Recommendations only. It should be noted that there are s ervices for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a l isting of services which are not recommended. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. 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. Â© 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_O 11.02_1 CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-TÂ® Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS Style Max. Work Approx. Size No. Pressure@ Dimensions Weight Each Run Ã— Branch Hole V â€¡ # V â€¡ Female Nominal Size 920 Diameter T** Thd. Grv. W Y Z Thd. Grv. Inches or psi +0.13 Inches Inches Inches Inches Inches Inches Lbs. Lbs. Y Z mm 920N kPa -0.00 mm mm mm mm mm mm kg kg 2 1/2 (a) Â¤ 500 1.50 2.00 2.53 1.61 5.35 2.75 3.1 Ã— 920N â€” â€” 50 15 3450 38.1 51 64 41 136 70 1.5 V 3/4 (a) Â¤ 500 1.50 1.97 2.53 1.61 5.35 2.75 3.1 920N â€” â€” 20 3450 38.1 50 64 41 136 70 1.5 1 (a) Â¤ 500 1.50 1.85 2.53 1.61 5.35 2.75 3.0 920N â€” â€” W 25 3450 38.1 47 64 41 136 70 1.4 1 1/4 (a) â€ Â¤ 500 1.75 2.05 2.75 3.00 1.61 5.35 3.00 3.5 3.2 920N GROOVED OUTLET 32 3450 44.5 52 70 76 41 136 76 1.7 1.5 1 1/2 (a) â€ Â¤ 500 1.75 2.03 2.75 3.12 1.61 5.35 3.25 3.6 3.2 920N 40 3450 44.5 52 70 79 41 136 83 1.7 1.5 2 1/2 1/2 (a) Â§Â¤ 500 1.50 2.21 2.74 1.82 5.64 2.75 3.0 Y Z Ã— 920N â€” â€” 65 15 3450 38.1 56 70 46 143 70 1.4 3/4 (a) Â§Â¤ 500 1.50 2.18 2.74 1.82 5.64 2.75 3.0 920N â€” â€” V 20 3450 38.1 55 70 46 143 70 1.4 T 1 (a) Â§Â¤ 500 1.50 2.06 2.74 1.82 5.64 2.75 2.9 920N â€” â€” 25 3450 38.1 52 70 46 143 70 1.4 W 1 1/4 â€ (a) Â¤ 500 1.75 2.30 3.00 3.25 1.82 6.29 3.00 3.5 3.2 920N 32 3450 44.5 58 76 83 46 160 76 1.7 1.5 1 1/2 â€ (a) Â¤ 500 2.00 2.28 3.00 3.25 1.82 6.26 3.25 3.6 3.3 FEMALE THREADED OUTLET 920N 40 3450 50.8 58 76 83 46 159 83 1.7 1.6 1/2 (a) 300 1.50 2.22 2.75 2.25 6.46 3.18 3.9 76.1 Ã— 920N â€” â€” 15 2065 38.1 56 70 57 164 81 1.8 â€¢ Provides a direct branch connection at 3/4 (a) 300 1.50 2.19 2.75 2.25 6.46 3.18 3.9 920N â€” â€” any location where a hole can be cut 20 2065 38.1 56 70 57 164 81 1.8 in the pipe 1 (a) 920N 300 1.50 2.07 2.75 â€” 2.25 6.46 3.18 3.8 â€” 25 2065 38.1 53 70 57 164 81 1.7 â€¢ A pressure responsive gasket provides 1 1/4 (a) Â¤ 500 1.75 2.30 3.00 3.31 1.92 6.29 3.00 3.5 3.2 920N the seal 32 3450 44.5 58 76 84 49 160 76 1.6 1.5 1 1/2 (a) Â¤ 500 2.00 2.28 3.00 3.31 1.92 6.29 3.25 3.5 3.3 920N â€¢ Request Publication 11.03 for 40 3450 50.8 58 76 84 49 160 83 1.6 1.5 Mechanical-T cross assemblies 3 1/2 (a) Â¤ 500 1.50 2.52 3.05 2.28 6.15 2.75 3.4 Ã— 920N â€” â€” 80 15 3450 38.1 64 78 58 156 70 1.6 â€¢ Pressure rated up to 500 psi/3450 kPa 3/4 (a) Â¤ 500 1.50 2.49 3.05 2.28 6.15 2.75 3.4 920N â€” â€” on steel pipe; also available for use 20 3450 38.1 63 78 58 156 70 1.6 with HDPE pipe 1 (a) 920N 500 1.50 2.38 3.06 â€” 2.28 6.15 2.75 3.3 â€” 25 3450 38.1 61 78 58 156 70 1.6 â€¢ Sizes from 2 Ã— Â½"/50 Ã— 15 mm 1 1/4 (a) â€ Â¤ 920N 500 1.75 2.55 3.25 3.56 2.28 6.15 3.00 3.8 3.7 through 8 Ã— 4"/200 Ã— 100 mm 32 (b) 3450 44.5 65 83 90 58 156 76 1.8 1.8 1 1/2 (a) â€ Â¤ 500 2.00 2.78 3.50 3.56 2.28 6.15 3.25 4.1 3.8 920N 40 (b) 3450 50.8 71 89 90 58 156 83 1.9 1.8 2 (a) Â¤ 500 2.50 2.75 3.50 3.56 2.28 6.75 3.88 4.9 4.6 920N 50 3450 63.5 70 89 90 58 172 99 2.3 2.1 3 1/2 2 500 2.50 3.00 3.75 2.44 6.72 3.88 3.8 Ã— 920N â€” â€” 90 50 3450 63.5 76 95 62 171 99 1.8 IMPORTANT NOTES: TABLE CONTINUED ON PG. 3 Style 920 and Style 920N housings cannot be ** Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). mated to one another â€ Available with grooved or female threaded outlet. Specify choice on order. to achieve cross connections. â€¡ Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify â€œBSPTâ€ clearly on order. (b) For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. Â§ Vds approved for fire protection services Â¤ LPCB approved for fire protection services Ã˜ Approved for use in China by Tianjin Approvals Company. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. Â© 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02_2 REV_O CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-TÂ® Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS Style Max. Work Approx. Size No. Pressure@ Dimensions Weight Each Run Ã— Branch Hole V â€¡ # V â€¡ Female Nominal Size 920 Diameter T** Thd. Grv. W Y Z Thd. Grv. Inches or psi +0.13 Inches Inches Inches Inches Inches Inches Lbs. Lbs. Y Z mm 920N kPa -0.00 mm mm mm mm mm mm kg kg TABLE CONTINUED FROM PAGE 2 4 1/2 (a) Â¤ 500 1.50 3.03 3.56 2.69 7.01 2.75 3.7 V 100 Ã— 15 920N 3450 38.1 77 90 â€” 68 178 70 1.8 â€” 3/4 (a) Â¤ 500 1.50 3.00 3.56 2.69 7.01 2.75 3.7 920N â€” â€” 20 3450 38.1 76 90 68 178 70 1.8 W 1 (a) Â¤ 500 1.50 2.88 3.56 2.69 7.01 2.75 3.6 920N â€” â€” 25 3450 38.1 73 90 68 178 70 1.8 GROOVED OUTLET 1 1/4 (a) â€ Â¤ 500 1.75 3.08 3.78 4.00 2.69 7.01 3.00 4.0 3.6 920N 32 (b) 3450 44.5 78 96 102 68 178 76 1.9 1.8 1 1/2 (a) â€ Â¤ 500 2.00 3.28 4.00 4.00 2.69 7.01 3.25 4.2 3.9 920N 40 (b) 3450 50.8 83 102 102 68 178 83 2.0 1.9 Y Z 2 (a) â€ Â¤ 500 2.50 3.25 4.00 4.00 2.69 7.01 3.88 5.0 4.6 920N 50 3450 63.5 83 102 102 68 178 99 2.3 2.1 V 2 1/2 (a) â€ 500 2.75 2.88 4.00 4.00 2.69 7.34 4.63 5.8 5.0 920 T 65 3450 69.9 73 102 102 68 186 118 2.6 2.3 500 2.75 2.88 4.00 2.69 7.34 4.63 6.4 76.1 mm 920 â€” â€” W 3450 69.9 73 102 68 186 118 2.9 3 (a) â€ 500 3.50 3.31 4.50 4.12 2.69 7.73 5.12 8.4 6.4 920 80 3450 88.9 84 114 105 68 196 130 3.8 2.9 FEMALE THREADED OUTLET 1 1/4 (a)Â¤ 500 1.75 3.08 3.78 2.63 7.64 3.05 5.0 108.0 Ã— 920N â€” â€” 32 3450 44.5 78 96 67 194 78 2.3 1 1/2 (a)Â¤ 500 2.00 3.28 4.00 2.63 7.64 3.25 5.0 â€¢ Provides a direct branch connection at 920N â€” â€” 40 3450 50.8 83 102 67 194 83 2.3 any location where a hole can be cut 2 (a) 500 2.50 3.25 4.00 2.63 7.64 4.00 4.0 920N â€” â€” in the pipe 50 3450 63.5 83 102 67 194 102 1.9 500 2.75 2.88 4.00 4.00 2.63 7.64 4.29 8.0 7.8 76.1 mm 920 â€¢ A pressure responsive gasket provides 3450 69.9 73 102 102 67 194 109 3.6 3.5 the seal 3 (a) 500 3.50 3.31 4.50 4.50 2.63 7.63 4.88 6.8 6.5 920 80 3450 88.9 84 114 114 67 194 124 3.1 3.0 â€¢ Request Publication 11.03 for 5 1 1/2 (a) â€ 500 2.00 4.03 4.75 4.75 3.16 9.70 3.69 7.4 7.6 Ã— 920 Mechanical-T cross assemblies 125 40 3450 50.8 102 121 121 80 246 94 3.4 3.4 2 (a) â€ 500 2.50 4.00 4.75 4.75 3.16 9.70 4.38 8.2 8.0 920 â€¢ Pressure rated up to 500 psi/3450 kPa 50 3450 63.5 102 121 121 80 246 111 3.7 3.6 on steel pipe; also available for use 2 1/2 (a) â€ 500 2.75 3.63 4.75 4.75 3.16 9.70 4.63 8.3 7.9 920 with HDPE pipe 65 3450 69.9 92 121 121 80 246 118 3.8 3.6 500 2.75 3.75 4.75 3.16 9.70 4.63 8.0 76.1 mm Â¤ 920 â€” â€” â€¢ Sizes from 2 Ã— Â½"/50 Ã— 15 mm 3450 69.9 95 121 80 246 118 3.6 through 8 Ã— 4"/200 Ã— 100 mm 3 (a) â€ 920 500 3.50 3.81 5.00 4.63 3.16 9.70 5.31 8.4 8.8 80 3450 88.9 97 127 118 80 246 135 3.8 4.0 2 500 2.50 3.75 4.50 3.17 8.00 3.88 8.0 133.0 Ã— 920N â€” â€” 50 3450 63.5 95 114 81 203 99 3.6 3 500 3.50 3.81 5.00 3.00 9.46 5.31 8.0 920 â€” â€” 80 3450 88.9 97 127 76 240 135 3.6 TABLE CONTINUED ON PG. 4 IMPORTANT NOTES: ** Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). Style 920 and Style 920N housings cannot be â€ Available with grooved or female threaded outlet. Specify choice on order. mated to one another â€¡ Center of run to end of fitting. to achieve cross connections. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify â€œBSPTâ€ clearly on order. (b) For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. Â§ Vds approved for fire protection services Â¤ LPCB approved for fire protection services Ã˜ Approved for use in China by Tianjin Approvals Company. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. Â© 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_O 11.02_3 CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-TÂ® Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS Style Max. Work Approx. Size No. Pressure@ Dimensions Weight Each Run Ã— Branch Hole V â€¡ # V â€¡ Female Nominal Size 920 Diameter T** Thd. Grv. W Y Z Thd. Grv. Inches or psi +0.13 Inches Inches Inches Inches Inches Inches Lbs. Lbs. Y Z mm 920N kPa -0.00 mm mm mm mm mm mm kg kg TABLE CONTINUED FROM PAGE 3 1 1/2 â€ 500 2.00 3.78 4.50 3.30 8.23 3.25 7.0 V 139.7 Ã— 40 920N 3450 50.8 96 114 â€” 84 209 83 3.2 â€” 2 â€ 500 2.50 3.75 4.50 3.30 8.23 3.88 9.0 920N â€” â€” 50 3450 63.5 95 114 84 209 99 4.1 W 6 1 1/4 (a) 500 1.75 4.43 5.13 5.13 3.79 9.15 3.25 5.1 4.8 Ã— 920N 150 32 (b) 3450 44.5 112 130 130 96 232 83 2.3 2.2 GROOVED OUTLET 1 1/2 (a) â€ Â¤ 500 2.00 4.40 5.13 5.13 3.79 9.15 3.25 5.4 5.1 920N 40 (b) 3450 50.8 112 130 130 96 232 83 2.4 2.3 2 (a) â€ Â¤ 500 2.50 4.38 5.13 5.13 3.79 9.15 3.88 6.0 5.6 920N 50 3450 63.5 111 130 130 96 232 99 2.7 2.5 Y Z 2 1/2 500 2.75 4.01 5.13 5.12 3.69 10.51 4.63 8.3 7.6 920 65 3450 69.9 110 130 130 94 267 118 3.8 3.4 V 500 2.75 4.15 5.21 3.69 10.51 4.63 8.4 76.1 mm Â¤ 920 â€” â€” T 3450 69.9 105 132 94 267 118 3.8 3 (a) â€ 500 3.50 4.31 5.50 5.13 3.69 10.51 5.31 9.9 8.4 920 80 3450 88.9 110 140 130 94 267 135 4.5 3.8 W 4 (a) â€ Â¤ 500 4.50 3.81 5.75 5.38 3.69 10.51 6.25 10.1 10.1 920 100 3450 114.3 97 146 137 94 267 159 4.6 4.6 FEMALE THREADED OUTLET 1 1/2 (a) 500 2.00 4.41 5.13 3.63 9.40 3.25 7.8 159.0 Ã— 920N â€” â€” 40 3450 50.8 112 130 92 239 83 3.5 2 (a) 500 2.50 4.38 5.13 3.63 9.40 3.88 8.0 920N â€” â€” â€¢ Provides a direct branch connection at 50 3450 63.5 111 130 92 239 99 3.6 any location where a hole can be cut 500 2.75 4.38 5.50 5.13 3.63 9.40 4.63 9.5 9.5 76.1 mm 920 in the pipe 3450 69.9 111 140 130 92 239 118 4.3 4.3 3 500 3.50 4.31 5.50 5.13 3.63 9.40 5.31 8.1 14.0 920 â€¢ A pressure responsive gasket provides 80 3450 88.9 110 140 130 92 239 135 3.7 6.4 the seal 500 4.50 4.45 5.38 3.63 9.40 6.12 10.0 108.0 mm 920 â€” â€” 3450 114.3 113 137 92 239 155 4.5 â€¢ Request Publication 11.03 for 4 500 4.50 3.81 5.75 3.63 9.40 6.25 18.0 920 â€” â€” Mechanical-T cross assemblies 100 3450 114.3 96.80 146 92 239 159 8.2 TABLE CONTINUED ON PG. 5 â€¢ Pressure rated up to 500 psi/3450 kPa ** Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). on steel pipe; also available for use â€ Available with grooved or female threaded outlet. Specify choice on order. with HDPE pipe â€¡ Center of run to end of fitting. â€¢ Sizes from 2 Ã— Â½"/50 Ã— 15 mm # Female threaded outlets are available to NPT and BSPT specifications. through 8 Ã— 4"/200 Ã— 100 mm @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify â€œBSPTâ€ clearly on order. (b) For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. Â§ Vds approved for fire protection services Â¤ LPCB approved for fire protection services IMPORTANT NOTES: Ã˜ Approved for use in China by Tianjin Approvals Company. Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. Â© 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02_4 REV_O CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-TÂ® Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS Style Max. Work Approx. Size No. Pressure@ Dimensions Weight Each Run Ã— Branch Hole V â€¡ # V â€¡ Female Nominal Size 920 Diameter T** Thd. Grv. W Y Z Thd. Grv. Inches or psi +0.13 Inches Inches Inches Inches Inches Inches Lbs. Lbs. Y Z mm 920N kPa -0.00 mm mm mm mm mm mm kg kg TABLE CONTINUED FROM PAGE 4 1 500 1.50 3.88 4.56 3.79 9.34 2.75 8.0 V 165.1 Ã— 25 920N 3450 38.1 99 116 â€” 96 237 70 3.6 â€” 1 1/4 Â¤ 500 1.75 4.43 5.13 3.79 9.34 3.25 8.4 920N â€” â€” 32 3450 44.5 113 130 96 237 83 3.8 W 1 1/2 (a) â€ Â¤ 500 2.00 4.41 5.13 5.13 3.79 9.34 3.25 8.4 5.4 920N 40 3450 50.8 112 130 130 96 237 83 3.8 2.4 GROOVED OUTLET 2 (a) â€ 500 2.50 4.38 5.13 5.13 3.79 9.34 3.88 8.5 6.0 920N 50 3450 63.5 111 130 130 96 237 99 3.9 2.7 500 2.75 4.01 5.13 5.21 3.63 10.51 4.63 8.6 7.6 76.1 mm 920 3450 69.9 110 130 132 92 267 118 3.9 3.4 Y Z 3 (a) â€ Ã˜ 500 3.50 4.31 5.50 5.13 3.63 10.51 5.31 10.2 8.4 920 80 3450 88.9 110 140 130 92 267 135 4.6 3.8 V 4 (a) â€ Â¤ 500 4.50 3.81 5.75 5.38 3.63 10.51 6.25 10.5 8.4 920 T 100 3450 114.3 97 146 137 92 267 159 4.8 3.8 8 2 (a) â€ 500 2.75 5.44 6.19 6.25 4.81 12.42 4.50 11.6 11.6 Ã— 920 200 50 3450 69.9 138 157 159 122 316 114 5.3 5.3 W 2 1/2 (a) â€ 500 2.75 5.07 6.19 6.19 4.81 12.42 4.50 11.6 11.6 920 65 3450 69.9 129 157 157 122 316 114 5.3 5.3 FEMALE THREADED OUTLET 500 2.75 5.25 6.25 4.81 12.42 4.56 11.6 76.1 mm Â¤ 920 â€” â€” 3450 69.9 133 159 122 316 116 5.3 3 (a) â€ Â¤ 500 3.50 5.31 6.50 6.50 4.81 12.42 5.31 12.6 11.6 920 â€¢ Provides a direct branch connection at 80 3450 88.9 135 165 165 122 316 135 5.7 5.3 any location where a hole can be cut 4 (a) â€ Â¤ 500 4.50 4.81 6.75 6.38 4.81 12.42 6.25 15.3 12.5 920 in the pipe 100 3450 114.3 122 171 162 122 316 159 6.9 5.7 ** Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). â€¢ A pressure responsive gasket provides â€ Available with grooved or female threaded outlet. Specify choice on order. the seal â€¡ Center of run to end of fitting. â€¢ Request Publication 11.03 for # Female threaded outlets are available to NPT and BSPT specifications. Mechanical-T cross assemblies @ See page 7 for Fire Protection approvals and pressure ratings.` (a) British Standard female pipe threaded outlet is available as listed. Specify â€œBSPTâ€ clearly on order. â€¢ Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use (b) For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. with HDPE pipe Â§ Vds approved for fire protection services Â¤ LPCB approved for fire protection services â€¢ Sizes from 2 Ã— Â½"/50 Ã— 15 mm Ã˜ Approved for use in China by Tianjin Approvals Company. through 8 Ã— 4"/200 Ã— 100 mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to each other to achieve cross connections. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. Â© 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_O 11.02_5 CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-TÂ® Bolted Branch Outlets STYLES 920 AND 920N FLOW DATA Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 920N and 929 Mechanical-TÂ® fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained from the relationship below. 2 CV and Kv Values Values for flow of water at +60Â°F/+16Â°C are shown in the table below. Formulas for CV /Kv Values: âˆ†P = Q2 Where: Where:Where: 1 C 2 Q = Flow (GPM) Q = Flow (mQ = Fl3/hr)ow (m3/hr) v âˆ†P = Pressure Drop (psi) âˆ†P = Pressure Drop (Bar) âˆ†P = Pressure Drop (Bar) Q = C x âˆ†P C = Flow Coefficient v v Kv = Flow Coeï¬ƒcientK = Flow Coeï¬ƒcient v Exaggerated for clarity Equivalent Length of Outlet Size Schedule 40 Carbon Steel Pipe (per UL 213, Sec. 16) OUTLET SIZE (C = 120)Å§ FT CV/KV Values NOMINAL ACTUAL DIAMETER O.D. In/mm In/mm GROOVED THREADED GROOVED THREADED 1/2 0.840 11 - 2 - 15 21.3 9.4 3/4 1.050 16 - 4 - 20 26.7 13.7 1 1.315 21 25 33.7 3** 8 - 1.8 1 1/4 1.660 50 48 5 1/2 6 32 42.7 42.9 41.1 1 1/2 1.900 53 53 11 11 40 48.3 45.4 45.4 2 2.375 112 104 9 10 1/2 50 60.3 96 89.1 2 1/2 2.875 119 150 20 12 1/2 65 73.0 102 128.5 3.000 161 76.1 mm 16* - - 76.1 138.1 3 3.500 249 237 14 15 1/2 80 88.9 213.4 203.1 4 4.500 421 401 20 22 100 114.3 360.8 343.6 Å§ Hazen-Williams coefficient of friction is 120. * Pipe with a wall thickness of 0.165in./4.2mm. ** 1" FireLockâ„¢ Innovative Groove System (IGS) outlet www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. Â© 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02_6 REV_O CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-TÂ® Bolted Branch Outlets STYLES 920 AND 920N FIRE PROTECTION APPROVALS AND PRESSURE RATINGS 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. Approval Agency Run Size Outlet Size Pipe Rated Working Pressures â€“ psi/kPa Actual Nominal Outside Vds Size Diameter Inches/mm Inches/mm Inches/mm Schedule UL ULC FM LPCB (Style 920) (Style 920N) 21/2 - 6 2.875 - 6.625 400 400 400 290 232 362 All 10, 40 65 - 150 73.0 - 168.3 2755 2755 2755 1999 1599 2496 21/2 - 4 2.875 - 4.500 300 300 300 290 232 362 All DF 65 - 100 73.0 - 114.3 2065 2065 2065 1999 1599 2496 21/2 - 4 2.875 - 4.500 300 300 300 290 232 362 All SF 65 - 100 73.0 - 114.3 2065 2065 2065 1999 1599 2496 6 6.625 300 300 250 290 232 362 3, 4 10 150 168.3 2065 2065 1724 1999 1599 2496 6 6.625 300 300 300 290 232 362 3,4 30, 40 150 168.3 2065 2065 2065 1999 1599 2496 8 8.625 400 145 21/2 10, 40 â€” â€” â€” â€” 200 219.1 2755 1000 8 8.625 300 250 145 3,4 10 â€” â€” â€” 200 219.1 2065 1724 1000 8 8.625 300 300 145 3,4 30, 40 â€” â€” â€” 200 219.1 2065 2065 1000 NOTES: 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. DF refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Listed/Approved Super-Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. VIC-TAP II HOLE CUTTING TOOL FOR The Vic-Tap II hole cutting tool is designed for use with the Style 931 Vic-Tap II Mechanical-T unit, 4 - 8"/100 - 200 MM CARBON STEEL PIPE which is a combination of the Style 920 Mechanical-T and Series 726 Vic-Ball Valve. The Vic-Tap II is capable of tapping into carbon steel pipe systems under pressures up to 500 psi/3450 kPa. The Style 931 Vic-Tap II Mechanical-T unit is a full port ball valve which can be mounted on 4"/100 mm, 5"/125 mm, 6"/150 mm and 8"/200 mm diameter pipe. The Style 931 comes with a 2 Â½"/65 mm grooved outlet. The drill motor is an electric motor with ground fault circuit interrupter (GFCI) in accordance with safety codes. For more information, refer to publication 24.01. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. Â© 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_O 11.02_7 CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-TÂ® Bolted Branch Outlets STYLES 920 AND 920N INSTALLATION Reference should always be made to the I-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 11.02 1480 REV O UPDATED 11/2018 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. Â© 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02_L Threaded Fittings I-01 For Fire Protection pressure rating, listing, and approval THREADED FITTINGS information, visit Shurjoint website, www.shurjoint.com for details or contact your SHURJOINT Representative. Shurjoint offers a complete range of ductile iron Class 300 threaded fittings in sizes from Â½â€ to 2Â½â€. 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 (B16.39) and companion flanges and FM approved, making them the right choice for (B16.42). 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 fittings. Though due to the superior strength characteristics, ductile Iron fittings carry a much higher pressure rating. Laboratory tests confirm Shurjoint ductile iron fittings have passed hydrostatic test pressures exceeding 6,000 psi / 414 Bar, which is equal to four times the 1,500 psi /103 Bar Pipe H E B as specified by ANSI B16.3 for 1Â½â€ â€“ 2â€ sizes. Size Band O.D. Band Width Thread Length (min) in in in in Â½ 1.02 0.25 0.43 Â¾ 1.46 0.27 0.50 1 1.77 0.30 0.58 1Â¼ 2.15 0.34 0.67 1Â½ 2.43 0.37 0.70 2 2.96 0.42 0.75 2Â½ 3.59 0.48 0.92 Installers who have not used DI threaded fittings before Burst pressure testing of DI threaded fittings (2") 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 Rating (ANSI B16.3 & B16.14) Nom. Working Pressure (W.O.G.) Working Pressure Rating @150Â°F / @65Â°C Saturated Steam Â½â€ â€“ 1â€ : 2000 psi / 140 Bar Class 1Â¼â€ â€“ 2â€ : 1500 psi / 105 Bar 300 psi (20 Bar) 300 2Â½â€: 1000 psi / 70 Bar *Proof test pressure: 1.5 times the working pressure, non-shock cold water. I-01-1/6 Rev. G 20120315 Threaded Fittings I-01 o MODEL 811 ELBOW 90 Model 811 Elbow 90o Size A Wt. Box Q'ty in in Lbs Pcs Â½ 1.12 0.25 240 Â¾ 1.31 0.35 120 1 1.50 0.57 70 1Â¼ 1.75 0.97 40 1Â½ 1.94 1.17 30 2 2.25 1.83 20 2Â½ 2.70 3.34 10 MODEL 812 REDUCING ELBOW 90o Model 812 Reducing Elbow 90o Size A B Wt. Box Q'ty in in in Lbs Pcs Â¾ x Â½ 1.20 1.22 0.35 160 1 x Â½ 1.26 1.36 0.46 110 1 x Â¾ 1.18 1.45 0.57 90 1Â¼ x Â½ 1.34 1.53 0.64 75 1Â¼ x Â¾ 1.45 1.62 0.68 60 1Â¼ x 1 1.58 1.67 0.81 55 1Â½ x Â½ 1.41 1.66 0.84 45 1Â½ x Â¾ 1.52 1.75 0.90 45 1Â½ x 1 1.65 1.80 0.95 40 1Â½ x 1Â¼ 1.82 1.88 1.10 35 2 x Â¾ 1.60 1.97 1.19 30 2 x 1 1.73 2.02 1.47 25 2 x 1Â½ 2.02 2.16 1.61 20 2Â½ x 2 2.39 2.60 2.93 15 MODEL 813 ELBOW 45o Model 813 Elbow 45o Size A Wt. Box Q'ty in in Lbs Pcs Â½ 0.88 0.22 250 Â¾ 0.98 0.33 150 1 1.12 0.55 90 1Â¼ 1.29 0.84 50 1Â½ 1.43 0.92 35 2 1.68 1.63 18 2Â½ 1.95 2.42 12 I-01-2/6 Rev. G 20120315 Threaded Fittings I-01 MODEL 814 TEE Model 814 Tee Size A Wt. Box Q'ty in in Lbs Pcs Â½ 1.12 0.31 150 Â¾ 1.31 0.48 90 1 1.50 0.81 60 1Â¼ 1.75 1.28 35 1Â½ 1.94 1.72 24 2 2.25 2.57 12 2Â½ 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 Â¾ Â¾ Â½ 1.20 1.20 1.22 0.46 95 Â½ 1 1.50 1.36 1.50 0.71 55 Â½ 1.26 1.20 1.36 0.59 80 Â¾ Â¾ 1.37 1.31 1.45 0.66 65 1 1 1.50 1.45 1.50 0.77 55 Â½ 1.26 1.26 1.36 0.64 65 1 Â¾ 1.37 1.37 1.45 0.75 60 Â½ 1.34 1.26 1.53 0.79 50 Â¾ 1.45 1.37 1.62 0.88 50 1 1 1.58 1.50 1.67 1.01 45 1Â¼ 1Â¼ 1.75 1.67 1.75 1.25 40 Â½ 1.34 1.34 1.53 0.84 45 1Â¼ Â¾ 1.45 1.45 1.62 0.99 45 1 1.58 1.58 1.67 1.12 40 Â½ 1.44 1.31 1.69 0.92 40 Â¾ 1.50 1.37 1.75 1.01 40 1 1 1.65 1.50 1.80 1.19 30 1Â¼ 1.82 1.67 1.88 1.54 30 1Â½ 1.94 1.80 1.94 1.54 30 Â½ 1.41 1.34 1.66 1.08 40 1Â½ 1Â¼ Â¾ 1.52 1.45 1.75 1.14 40 1 1.65 1.58 1.80 1.39 30 Â½ 1.41 1.41 1.66 1.10 35 Â¾ 1.52 1.52 1.75 1.17 35 1Â½ 1 1.65 1.65 1.80 1.36 30 1Â¼ 1.82 1.82 1.88 1.56 30 1 2 2.25 2.02 2.25 2.13 15 1Â¼ 2 2.25 2.10 2.25 2.22 15 Â½ 1.49 1.41 1.88 1.52 30 Â¾ 1.60 1.52 1.97 1.47 25 1Â½ 1 1.73 1.65 2.02 1.63 20 1Â½ 2.02 1.94 2.16 2.09 20 2 2 2.25 2.16 2.25 2.33 15 Â½ 1.49 1.49 1.88 1.56 20 Â¾ 1.60 1.60 1.97 1.61 20 2 1 1.73 1.73 2.02 1.80 20 1Â¼ 1.90 1.90 2.10 2.09 20 1Â½ 2.02 2.02 2.16 2.24 15 2Â½ 2 Â¾ 1.74 1.60 2.32 2.35 15 I-01-3/6 Rev. G 20120315 Threaded Fittings I-01 MODEL 815 BULLHEAD TEE Model 815 Bullhead Tee Size A B C Wt. Box in in in in Lbs Pcs Â¾ Â¾ 1 1.45 1.45 1.37 0.66 65 1Â¼ 1.67 1.67 1.58 0.97 45 1 1 1Â½ 1.80 1.80 1.65 1.15 35 1 1Â½ 1.88 1.80 1.82 1.43 30 1Â¼ 1Â½ 1.88 1.88 1.82 1.52 30 1Â¼ 2 2.10 2.10 1.90 1.80 24 1Â¼ 2 2.16 2.10 2.02 1.94 20 1Â½ 1Â½ 2 2.16 2.16 2.02 2.00 20 2 2 2Â½ 2.60 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 Â¾ x Â½ 1.63 1-Â¼ 0.37 150 1 x Â½ 1.69 1-Â¼ 0.37 140 1 x Â¾ 1.37 1-Â½ 0.48 120 1Â¼ x Â¾ 2.06 1-Â½ 0.59 80 1Â¼ x 1 2.06 - 0.66 60 1Â½ x 1 2.31 - 0.84 50 1Â½ x 1Â¼ 2.31 - 0.92 45 2 x 1 2.81 - 1.23 35 2 x 1Â¼ 2.81 - 1.28 30 2 x 1Â½ 2.81 - 1.66 30 2Â½ x 2 3.25 - 2.24 18 MODEL 817 CROSS Model 817 Cross Size A B Wt. Box Q'ty in in in Lbs Pcs 1/2 1.12 1.12 0.48 90 3/4 1.31 1.31 0.77 60 1 1.50 1.50 0.95 45 1Â¼ 1.75 1.75 1.43 25 1Â½ 1.94 1.94 1.87 20 2 2.25 2.25 2.86 10 Model 817 Reducing Cross Size A B Wt. Box Q'ty in in in Lbs Pcs 1Â¼x1Â¼x1x1 1.67 1.58 1.25 30 1Â½x1Â½x1x1 1.80 1.65 1.47 24 2 x 2 x 1 x 1 2.02 1.73 1.94 16 I-01-4/6 Rev. G 20120315 Threaded Fittings I-01 MODEL 818 STRAIGHT COUPLING Model 818 Straight Coupling Size A Wrench Size Wt. Box Q'ty in in in Lbs Pcs Â½ 1.38 1â…›â€ 0.18 360 Â¾ 1.61 1â…œâ€ 0.26 200 1 1.77 111/16â€ 0.42 110 1Â¼ 2.00 2â€ 0.57 75 1Â½ 2.20 2Â¼â€ 0.77 60 2 2.60 2Â¾â€ 1.17 30 2Â½ 3.00 3â…œâ€ 2.11 18 MODEL 820 CAP Model 820 Cap Size A Wt. Box Q'ty in in in Lbs Â½ 0.89 0.14 500 Â¾ 1.00 0.20 300 1 1.18 0.33 180 1Â¼ 1.32 0.46 110 1Â½ 1.38 0.57 80 2 1.48 0.88 45 2Â½ 1.77 1.54 25 MODEL 825 EXTENSION PIECE Model 825 Extension Piece Size A Wt. Box Q'ty in in Lbs Pcs Â½ x 1Â½L 1.50 0.18 300 Â½ x 2L 2.00 0.22 250 Â¾ x 1Â½L 1.50 0.22 250 Â¾ x 2L 2.00 0.26 200 o MODEL 831 LONG STREET ELBOW 90 Model 831 Long Street Elbow 90o Size A B Wt. Box Qâ€™ty in in in Lbs Pcs 1 x Â½M 1.50 3.00 0.66 80 1 x 1M 1.50 3.00 0.81 60 I-01-5/6 Rev. G 20120315 Threaded Fittings I-01 MODEL 832 LONG STREET TEE Model 832 Long Street Tee Size A B C Wt Box Qâ€™ty in in in in Lbs Pcs 1 x Â½x1M 1.50 1.40 3.00 0.91 50 1 x 1 x 1M 1.50 1.50 3.00 1.03 45 MODEL 827 HEX BUSHING Model 827 Hex Bushing Size A Wt. Box Q'ty in in Lbs Pcs 1 x Â½ 1.06 0.20 280 1 x Â¾ 1.06 0.18 280 1Â¼ x 1 1.18 0.29 150 1Â½ x 1 1.26 0.53 100 1Â½ x 1Â¼ 1.26 0.37 100 2 x 1 1.34 0.75 80 2 x 1Â¼ 1.34 0.75 80 2 x 1Â½ 1.34 0.64 80 MODEL 819 PLUG Model 819 Plug Size A Wt. Box Q'ty in in Lbs Pcs Â½ 0.93 0.09 500 Â¾ 1.13 0.18 300 1 1.25 0.25 200 1Â¼ 1.36 0.42 110 1Â½ 1.45 0.59 80 2 1.50 0.95 45 General Notes: ï¬ 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.. ï¬ 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.. ï¬ For one time field test only the maximum joint working pressure may be increased 1Â½ times the figures shown. ï¬ Warning: Piping systems must always be depressurized and drained before attempting disassembly and or removal of any components. ï¬ 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. I-01-6/6 Rev. G 20120315 SCOPE OF WORK IN THIS SUBMITTAL EXISTING BUILDING - NO WORK THIS SUBMITTAL 0943 H1 09440945 1,2,3 BUILDING SECTION 2 Scale: 1/8"=1' 1. TAP AND GATE VALVE TO EXISTING 8" SUPPLY LOOP 2. NEW 6" D.I. TO BUILDING 3. STUB UP TO NEW RISER MANIFOLD-REFER TO PIPING PLANS 4. WALL MOUNT F.D.C. 5. WALL MOUNT ELECTRIC ALARM BELL 67TH AVE NE 6. NEW FIRE HYDRANT ASSEMBLIES W1 Source Information Date of Flow Test / Info : 8/31/2023 1.NEW 8x6 TAP TO EXISTING SUPPLY MAIN2. Location of flow test data : 1.TAP TO EXISTNNG SUPPLY MAIN 67th ave NE 2.3.4.NEW 6" D.I. SUPPLT TO BUILDINGNEW STUB TO RISER MANIFOLD SEE PIPING PLANS Source of flow test data : modeled flow by Ryan Morrison-Arlington Water Source Data Points Pump Data Points Pressure Flow Pressure Flow 79.00 0.00 66.00 5000.00 SITE PLAN 1 Scale: 1"=40' Calculation results for Design Area 1 - SW CORNER This system as shown on Burns Fire Protection, Inc company print no dated 5/13/16 Calculation results for Design Area 3 - lower mewzzanine for SEATTLE GALVANIZING PLANT at 18520 67th Ave N.E. This system as shown on Burns Fire Protection, Inc company print no dated 5/13/16 contract no is designed to discharge at a rate of 0.15 gpm/ftÂ² (L/min/mÂ²) of floor area over for SEATTLE GALVANIZING PLANT at 18520 67th Ave N.E. a maximum area of 1950 ftÂ² when supplied with water at a rate of 751.3 gpm at 66.9 psi at the base of the riser. contract no is designed to discharge at a rate of 0.1 gpm/ftÂ² (L/min/mÂ²) of floor area over Hose stream allowance of is included in the above. a maximum area of 1950 ftÂ² when supplied with water at a rate of 466.3 gpm at 66.8 psi at the base of the riser. Occupancy classification: OH1 Number of heads flowing: 19 Hose stream allowance of is included in the above. Commodity classification: System Type: Dry Occupancy classification: lh Number of heads flowing: 21 Maximum storage height: Maximum velocity: 17.43 ft/s Commodity classification: System Type: Dry Storage arrangement: Maximum storage height: Maximum velocity: 30.83 ft/s Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 66.9 psi Storage arrangement: Flow from Overhead sprinklers: 501.3 gpm Pressure Available at Source: 78.6 psi Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 66.8 psi Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 11.7 psi Flow from Overhead sprinklers: 366.3 gpm Pressure Available at Source: 78.8 psi Flow from Outside Hoses: 250 gpm Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 12 psi Other fixed flows: 0 gpm Flow from Outside Hoses: 100 gpm *F Total flow in system piping: 751.3 gpm Other fixed flows: 0 gpm Additional flow at/beyond source: 0 gpm Total flow in system piping: 466.3 gpm Total of all flows: 751.3 gpm Additional flow at/beyond source: 0 gpm Total of all flows: 466.3 gpm Calculation results for Design Area 2 - STORAGE CANOPY This system as shown on Burns Fire Protection, Inc company print no dated 5/13/16 for SEATTLE GALVANIZING PLANT at 18520 67th Ave N.E. contract no is designed to discharge at a rate of 0.1 gpm/ftÂ² (L/min/mÂ²) of floor area over a maximum area of 1950 ftÂ² when supplied with water at a rate of 669.6 gpm at 70.5 psi at the base of the riser. Hose stream allowance of is included in the above. Occupancy classification: OH2 Number of heads flowing: 16 Commodity classification: System Type: Dry Maximum storage height: Maximum velocity: 23.43 ft/s Storage arrangement: Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 70.5 psi Flow from Overhead sprinklers: 419.6 gpm Pressure Available at Source: 78.7 psi Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 8.2 psi Flow from Outside Hoses: 250 gpm A3 Other fixed flows: 0 gpm *F *F Total flow in system piping: 669.6 gpm *F *F Additional flow at/beyond source: 0 gpm Total of all flows: 669.6 gpm WORK PERFORMED BY BURNS FIRE PROTECTION SYSTEM, INC. CONSISTS OF: EXTENDING NEW DRY SYSTEM PIPING TO ALL AREAS OF BUILDING AS REQUIRED BY NFPA #13 UL SYSTEMS HYDRAULICALLY DESIGNED FOR ORDINARY HAZARD GROUP I .15 GPM/ 1950 C R US SQ.FT.OCCUPANCIES, IN GALVANIZING AND DIPPING PLAN LISTED SYSTEM DESIGNED GROUP II .20 GPM/ 1950 SQ.FT.UNDER STORAGE AND LOADING DOCK CANOPIES LIGHT HAZARD IN OFFICES- FM SPACING OF SPRINKLERS BASED ON 130 SQ.FT. MAXIMUM, EXCEPT IN OFFICE AREAS 225 SQ.FT. MAXIMUM APPROVED RISER DETAIL 1/FP1 0 1' 2' 3' 4' 1/2"=1'0" SYSTEM RISER/SUPPLY Components 1 6" SUPPLY 2 6" GROOVED BY FLANGE ADAPTER 3 6x4" REDUCER 4 4" AMES DERINGER 30 DOUBLE CHECK DETECTOR ASSEMBLY 5 4" TYCO DPV-1 DRY VALVE WITH ACCELERATOR 6 RISER MOUNT AIR COMPRESSOR WITH AIR MAINT. DEVICE -1200 GALLON SYSTEM 7 (2) 2 1/2" HOSE VALVES FOR FORWARD TEST OF BACKFLOW PREVENTOR 429GPM SYSTEM FLOW 8 4" CV-1 CHECK VALVE (9.63" T.O.) Buildex 9 4" x2 1/2x2 1/2 WALL MOUNT FDC T1 10 10" ELECTRIC BELL FOR PIPE IN supported by dimensional lumber T2 11 12 HEAD SPARE HEAD BOX *F INDICATES FLEXIBLE COUPLING RISER DETAIL 3 Scale: 1/2"=1' WHITE CORRO. PROOF 2/6/2025 DA Name: 1 Design Area 2 Dry System DA Area: 1984.51 STORAGE CANOPY DemandCalculations using Hazen-Williams Method 203 Occupancy Classification: OH2 Design Area Density: 0.1 0946 209 208 207 206 205 204 0011 0916 202 201 Additional Outside Hose: 0 Design Area Size: 1950 LINES FOLLOW Notes: T2 T2 SLOPE 6"BELOW PURLINS T1 LOADING T1 CANOPY STORAGE 0002 216 215 214 213 212 211 0009 0915 210 CANOPY BOD AFF BOD REF 0008 BOD AFF BOD AFF REF T1 REF T2 T2 T1 AFF 0024 REF BOD AFF 0030 REF BOD 0141 0140 0138 AFF REF 0042 0027 0047 BOD 1 AFF REF HIGH POINT OF CROSSMAIN BOD AFF REF BOD AFF OHD AT 18' AFF REF CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM CRANE BEAM 105 110 115 119 BOD AFF REF 104 109 114 118 LOW POINT OF CROSSMAIN 2 BOD AFF REF 103 108 113 117 102 107 112 116 STAIR 0089 BOD AFF REF Design Area 1 Dry System LINES FOLLOW ROOF SLOPE 6" BELOW PURLINS SW CORNER Demand Calculations using Hazen-Williams Method STOR, Occupancy Classification: OH1 101 106 111 Design Area Density: 0.15 Additional Outside Hose: Design Area Size: 1950 Notes: STOR, DA Name: 1 DA Area: 2047.17 OHD AT 15' AFF 3 OHD AT 18' AFF 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM 0938 BOD BOD AFF AFF 1 REF REF 0094 FP1 0096 0939 BOD 4 0940 AFF BOD BOD BOD HIGH POINT OF REF BOD AFF AFF LOW POINT OF CROSSMAIN AFF AFF REF REF CROSSMAIN REF HIGH POINT OF REF CROSSMAIN FROM SYSTEM RISER ARM-OVER AND RISE TO RUN ALONG BEAM SUPPORT FROM TOP OF BEAM 2 fp1 WHITE CORRO. PROOF 2/6/2025 DA Name: 3 DA Area: 2022.68 323 304 0959309 WOMENS 322 BOD OTS WITH 1' DEEP BEAM AFF REF BOD BOD AFF AFF REF REF MENS BOD 303 AFF 321 STORAGE REF 0010 324CORRIDOR 318 0022 314 0007 0012 BOD 0006 AFF REF W/H 0021 0013 0046 0048 BOD 306 AFF REF OFFICE 311 BOD AFF REF LOBBY 305 CORRIDOR 0016 313 STAIR 302 0017 312 319 310 Design Area 3 Dry System CORRIDOR lower mewzzanine 307 308 0018 316 Demand Calculations using Hazen-Williams Method Occupancy Classification: lh Design Area Density: 0.1 Additional Outside Hose: 0 301 OFFICE Design Area Size: 1950 OFFICE OFFICE OFFICE Notes: calulations include all of lower mezzanine ceiling 7'8" LOWER MEZZANINE PIPING UPPER MEZZANINE PIPING 1 Scale: 1/4"=1' 2 Scale: 1/4"=1' WHITE CORRO. PROOF 2/6/2025 Seismic Brace Report Project Name Seattle Galvanizing Company APPROVAL STAMP Date 09/05/2023 Approved Address 18520 67th Ave NE Approved as Noted Arlington, WA 98223 Not Approved Remarks: Standard NFPA 13-2019 BRACE SUMMARY Drawing Seismic Design Brace Name Structure Brace Description Fastener Attachments Reference Load Lateral A FP2 450 lbf. Horizontal Beam Flange Lateral Orientation 60Â° - 90Â° 1 NPS Sch AF778 40 AF700 - 1/2" AF035 - 4 NPS x 1 NPS Longitudinal B FP2 157 lbf. Horizontal Beam Flange Longitudinal Orientation 60Â° - 90Â° 1 AF778 NPS Sch 40 AF700 - 1/2" AF730 - 4 NPS NOTE: Per NFPA 13-2019, all load capacities listed for fasteners installed in cracked concrete have been reduced based on the prying factors listed for ASC's swivel attachments. Prying factors for NFPA fastener orientations â€œAâ€ through â€œIâ€ may be found in ASC's individual product submittal at asc-es.com NFPA 13-2016 Product loads incorporate a minimum safety factor of 1.5. NFPA 13-2019 FM Product loads have been reduced to include a safety factor of 2.2 unless noted in the applicable product submittal. The products specified within this report are limited to the capability of the sway brace assembly alone to resist the calculated seismic force resulting from user input . Point loads applied to structural elements as a result of seismic forces are not evaluated by the software. The seismic load rating of the fastener attached to a structural element is determined by one of the following: NFPA 13, UL listing, FM Global approval, or other empirical testing. The review of the of the structural element(s) as a whole and/or the entire structure and its ability to resist the seismic load(s) is beyond the scope of these seismic calculations. ASC MAKES NO WARRANTIES , EXPRESS, IMPLIED, STATUTORY, OR OTHERWISE, WITH RESPECT TO THE SOFTWARE OR THE SEISMIC CALCULATIONS, AND ASC SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. 1 LATERAL A - SEISMIC BRACE CALCULATIONS Seismic Project Braces to Crane support beams Brace Name Lateral A Standard NFPA 13-2019 Drawing Reference FP2 Brace Type Lateral Approval Agency UL Listed STRUCTURE INFORMATION SEISMIC BRACE ATTACHMENTS Structure I-Beam/Joist Model Size Load Rating Substrate Horizontal Beam Flange Structural Att. AF778 N/A 1,385 lbf. Thickness 0.250 in. Swivel Att. AF700 1/2" 1,632 lbf. Load Orientation Parallel to Beam Pipe Att. AF035 4 NPS x 1 NPS 1,632 lbf. BRACE INFORMATION See Appendix A for alternate seismic brace attachments. All seismic brace attachments manufactured by ASC Engineered Solutions. Brace Member 1 NPS Sch 40 Brace Length Max 7 ft 0 in Brace Angle 60Â° - 90Â° Least Radius of Gyration 0.421 in. l/r Ratio Max 200 Max Horizontal Load 1,604 lbf. FASTENER INFORMATION Fastener Name N/A Net Vertical Reaction Forces do not need to be addressed per NFPA 13-2019. SPRINKLER SYSTEM LOAD CALCULATION (FPW = CP*WP) CP = 0.602 Qty Line Description Pipe Diameter/Type Length Weight per ft Weight 1 Main Braced Pipe 4 NPS Eddy Flow 19.00 ft. 11.29 lb/ft. 214.51 lb. 2 Branch 1 Segment A 1 1/2 NPS Eddy Flow 76.00 ft. 2.86 lb/ft. 217.36 lb. Weakest Main Size Spacing Max Fpw Total System Weight 649.23 lb. 4 NPS Eddy Flow 20 ft. 1,544 lbf. System Design Weight (Wp) 747.00 lb. Horizontal Seismic Load (Fpw) 450 lbf. 2 LONGITUDINAL B - SEISMIC BRACE CALCULATIONS Seismic Project Braces to Crane support beams Brace Name Longitudinal B Standard NFPA 13-2019 Drawing Reference FP2 Brace Type Longitudinal Approval Agency UL Listed STRUCTURE INFORMATION SEISMIC BRACE ATTACHMENTS Structure I-Beam/Joist Model Size Load Rating Substrate Horizontal Beam Flange Structural Att. AF778 N/A 1,385 lbf. Thickness 0.250 in. Swivel Att. AF700 1/2" 1,632 lbf. Load Orientation Perpendicular to Beam Pipe Att. AF730 4 NPS 1,632 lbf. BRACE INFORMATION See Appendix A for alternate seismic brace attachments. Brace Member 1 NPS Sch 40 All seismic brace attachments manufactured by ASC Engineered Solutions. Brace Length Max 7 ft 0 in Brace Angle 60Â° - 90Â° Least Radius of Gyration 0.421 in. l/r Ratio Max 200 Max Horizontal Load 1,604 lbf. FASTENER INFORMATION Fastener Name N/A Net Vertical Reaction Forces do not need to be addressed per NFPA 13-2019. SPRINKLER SYSTEM LOAD CALCULATION (FPW = CP*WP) CP = 0.602 Qty Line Description Pipe Diameter/Type Length Weight per ft Weight 1 Main Braced Pipe 4 NPS Eddy Flow 20.00 ft. 11.29 lb/ft. 225.80 lb. Total System Weight 225.80 lb. System Design Weight (Wp) 260.00 lb. Horizontal Seismic Load (Fpw) 157 lbf. 3 Appendix A - Alternate Seismic Brace Attachments LATERAL A Structural Attachment Structural Structural Attach. Swivel Pipe Attachment Attach. Size Capacity AF778 -- 1,385 lbf. AF771 1 NPS x 1/2" | 1,731 lbf. AF735 4 NPS x 1 NPS | 1,632 lbf. AF778 -- 1,385 lbf. AF076 1/2" | 1,515 lbf. AF730 4 NPS | 1,632 lbf. AF720 -- 1,385 lbf. AF771 1 NPS x 1/2" | 1,731 lbf. -- AF720 -- 1,385 lbf. AF700 1/2" | 1,632 lbf. -- AF720 -- 1,385 lbf. AF076 1/2" | 1,515 lbf. -- AF087 -- 1,186 lbf. AF075 1 NPS x 1/2" | 1,186 lbf. -- AF087 -- 1,186 lbf. AF076 1/2" | 1,515 lbf. -- AF087 -- 1,186 lbf. AF077 1 NPS x 1/2" | 588 lbf. -- AF086 -- 649 lbf. AF075 1 NPS x 1/2" | 1,186 lbf. -- AF086 -- 649 lbf. AF076 1/2" | 1,515 lbf. -- AF086 -- 649 lbf. AF077 1 NPS x 1/2" | 588 lbf. -- AF086 -- 649 lbf. AF700 1/2" | 1,632 lbf. -- AF086 -- 649 lbf. AF771 1 NPS x 1/2" | 1,731 lbf. -- LONGITUDINAL B Structural Attachment Structural Structural Attach. Capacity Swivel Pipe Attachment Attach. Size AF778 -- 1,385 lbf. AF771 1 NPS x 1/2" | 1,731 lbf. -- AF778 -- 1,385 lbf. AF076 1/2" | 1,515 lbf. -- AF720 -- 1,385 lbf. AF771 1 NPS x 1/2" | 1,731 lbf. -- AF720 -- 1,385 lbf. AF700 1/2" | 1,632 lbf. -- AF720 -- 1,385 lbf. AF076 1/2" | 1,515 lbf. -- AF087 -- 1,186 lbf. AF075 1 NPS x 1/2" | 1,186 lbf. -- AF087 -- 1,186 lbf. AF076 1/2" | 1,515 lbf. -- AF087 -- 1,186 lbf. AF077 1 NPS x 1/2" | 588 lbf. -- AF086 -- 1,186 lbf. AF075 1 NPS x 1/2" | 1,186 lbf. -- AF086 -- 1,186 lbf. AF076 1/2" | 1,515 lbf. -- AF086 -- 1,186 lbf. AF077 1 NPS x 1/2" | 588 lbf. -- AF086 -- 1,186 lbf. AF700 1/2" | 1,632 lbf. -- AF086 -- 1,186 lbf. AF771 1 NPS x 1/2" | 1,731 lbf. -- 4 Appendix B - Enlarged Images LATERAL A LONGITUDINAL B 5 Appendix C - Cp Calculations BRACE CALCULATION DATA Brace Name Brace Ref Method Cp Ss Site Fa SDS Z H Lateral A FP2 A 0.602 1.280 -- -- -- -- -- Longitudinal B FP2 A 0.602 1.280 -- -- -- -- -- CALCULATION METHODS A Cp calculated per NFPA 13-2019 Table 18.5.9.3 B Cp entered by user C Cp calculated per ASCE/SEI 7-16 per NFPA 13-2019 Section 18.5.9.4 Notes for Calculation Method C Per NFPA 13-2019, the following values are always assumed for ap, Rp, and Ip: ap Rp Ip 2.5 4.5 1.5 LEGEND EQUATIONS Fpw Seismic Horizontal Design Force Cp Seismic Coefficient per NFPA Ss Short Period MCEr Spectral Response Acceleration Fa Site Coefficient. See Tables Below. SDS Short Period Spectral Acceleration ap Component Amplification Factor. Taken as 2.5 for Fire Sprinkler Applications Rp Component Response Modification Factor. Taken as 4.5 for Fire Sprinkler Applications Ip Component Importance Factor. Taken as 1.5 for Fire Sprinkler Applications Wp Component Operating Weight. Taken as the weight of the Fire Sprinkler System in the ZOI plus 15% z Height in the structure where the component attaches to the structure. Height is relative to the base of the structure and shall not be taken as less than 0 and shall not be larger than â€œHâ€. H Average roof height of the structure relative to the base 6 SITE COEFFICIENT, FA PER ASCE/SEI 7-16 Ss â‰¤ 0.25 Ss = 0.5 Ss = 0.75 Ss = 1 Ss = 1.25 Ss â‰¥ 1.5 A 0.8 0.8 0.8 0.8 0.8 0.8 B 0.9 0.9 0.9 0.9 0.9 0.9 C 1.3 1.3 1.2 1.2 1.2 1.2 D 1.6 1.4 1.2 1.1 1 1 E 2.4 1.7 1.3 1.2 1.2 1.2 Use straight-line interpolation for intermediate values of Ss. SITE CLASSIFICATION PER ASCE/SEI 7-16 Site Class Ground Structure A Hard Rock B Rock C Very Dense Soil and Soft Rock D Stiff Soil E Soft Clay Soil 7 Appendix D - Bill of Materials Project Name Seattle Galvanizing Company Code Requirements NFPA 13-2019 Last Updated September 5, 2023 QUANTITY FIGURE NUMBER PRODUCT DESCRIPTION 0 Fastener 0 AF778 AF778 Universal Structural Brace Attachment AF778 0 AF700 1/2" AF700 Universal Swivel Attachment AF700 - 1/2" AF035 4 NPS AF035 Model K Brace Clamp AF035 - 4 NPS x 1 NPS AF730 4 NPS AF730 Longitudinal & Lateral Seismic Clamp AF730 - 4 NPS 8 AFCONÂ® Seismic Braces Universal Structural Brace Attachment Fig. AF778 Material Specifications Size Range: Flange Thickness: 1/ 8" to Â¾" thick Material Ductile Iron Casting with Carbon Steel HardwareL A Finish H B Plain Electro-Galvanized per ASTM B633W Service A seismic structural attachment designed to Â½" Mounting Bolt attach to steel I-beams, flanges, and joists. The Shear Off Bolt x 2 AF778 rigidly braces piping systems subjected to L horizontal and vertical seismic loads. A Approvals H B cULus Listed (ANSI/UL 203a), FM Approved (FM 1950-13), & OSHPD (OPM-0351-13). Complies W with NFPA 13, ASCE 7, IBC, & MSS SP-127 bracing requirements. Features Â½" Mounting Bolt Shear Off Bolt x 2 OPM-0351-13 â€¢ The set screw provides a visual indication that proper installation has been achieved â€¢ May be installed anywhere a Fig 92 standard FIG. AF778 Dimensions and Weight throat beam clamp may be installed A B L W H Weight Mounting Bolt In./mm In./mm In./mm In./mm In./mm lbs/kg Ordering Specify figure number, finish, and description. Â½" 0.75 0.75 4.13 2.75 2.25 2.26 (M12) 19.1 19.1 104.8 69.9 57.2 1.03 Installation Instructions 1 Place the AF778 on a horizontal or vertical 3 Mount the AF700, AF771, or AF076 to the steel flange. Â½" mounting bolt. The mounting bolt shall be installed wrench tight (typically finger 2 Hand tighten the set screws until they tight plus Â¼ to Â½ turns). contact the flange. Continue to torque the Notes: When installed with the AF700, AF771, or set screws until the heads break off. AF076, the lowest load rating at angle shall control the load rating of the assembly. PROJECT INFORMATION APPROVAL STAMP Project: Seattle Galvanizing Company Approved Address: 18520 67th Ave NE, Arlington, WA 98223 Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: September 5, 2023 Notes 1: Notes 2: SS-05.21 page 1 SS-SUB-AF778-v02 20230705 AFCONÂ® Seismic Braces Universal Structural Brace Attachment Fig. AF778 FIG. AF778 cULus Listing per ANSI/UL 203a (ASD) Horizontal Load Rating at Brace Angle Flange Thickness Structure Load Orientation 30Â°-44Â° 45Â°-59Â° 60Â°-90Â° Listed In./(mm) Lbf/(kN) Lbf/(kN) Lbf/(kN) Lbf/kN Horizontal Steel Flange and Parallel to Flange 0.1875 â€“ 0.750 800 1131 1385 1600 Vertical Steel Flange Perpendicular to Flange (4.76 â€“ 19.05) (3.56) (5.03) (6.16) (7.12) 1) Listed for installation with Fig. AF700, AF771, and AF076 2) Brace Angles are determined from Vertical. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. Horizontal Steel Flange 4) Minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3. Seismic Load Parallel to Flange FIG. AF778 cULus Listing per UL 203a (ASD) for NFPA 13-2016 Editions or Earlier ULâ€™s current Listings are predicated on installation in accordance with the latest edition of NFPA 13. The 2016 and earlier editions of NFPA 13 referenced a minimum safety factor of 1.5 for the load rating as compared to 2.2 for the current edition. The load ratings noted in this table are consistent with the historical cULus Listings that were evaluated to the requirements of UL 203A, Outline of Investigation for Sway Brace Devices for Fire Sprinkler System Piping, based upon a minimum safety factor of 1.5 in accordance with the earlier editions of NFPA 13. The load ratings based upon the 2016 or earlier editions of NFPA 13 should only be used where approved by the Authority Having Jurisdiction (AHJ). Horizontal Load Rating at Brace Angle Flange Thickness Structure Load Orientation 30Â°-44Â° 45Â°-59Â° 60Â°-90Â° Listed In./(mm) Lbf/(kN) Lbf/(kN) Lbf/(kN) Lbf/kN 0.1875 â€“ 0.249 500 707 865 1000 Horizontal Steel Flange (4.76 â€“ 6.32) (2.22) (3.15) (3.85) (4.45) Seismic Load Perpendicular to Flange Horizontal Steel Flange and Parallel to Flange 0.250 â€“ 0.499 800 1131 1385 1600 Vertical Steel Flange Perpendicular to Flange (6.35 â€“ 12.67) (3.56) (5.03) (6.16) (7.12) 0.500 â€“ 0.750 1007 1425 1744 2015 (12.70 â€“ 19.05) (4.48) (6.34) (7.76) (8.96) 1) Listed for installation with Fig. AF700 & AF771 2) Brace Angles are determined from Vertical. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2016 Table 9.3.5.2.3. 4) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3. FIG. AF778 FM Approved (Listing) per FM 1950-13 (ASD) Horizontal Load Rating at Brace Angle Flange Thickness Structure Load Orientation 30Â°-44Â° 45Â°-59Â° 60Â°-74Â° 75Â°-90Â° Vertical Steel Flange In./(mm) Lbf/(kN) Lbf/(kN) Lbf/(kN) Lbf/kN Seismic Load Parallel to Flange 1280 1840 2210 2470 Parallel to Flange (5.69) (8.18) (9.83) (10.99) Horizontal Steel Flange 1570 1490 1040 1150 Perpendicular to Flange 0.125â€“0.750 (6.98) (6.63) (4.63) (5.12) (3.18â€“19.05) 870 1440 1230 1360 Parallel to Flange (3.87) (6.41) (5.47) (6.05) Vertical Steel Flange 1038 2260 2490 2750 Perpendicular to Flange (4.58) (10.05) (11.08) (12.23) 1) Listed for installation with Fig. AF700 & AF771 2) Brace Angles are determined from Vertical. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. 4) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3. To convert the load ratings above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.2.3, multiply load ratings by a factor of 0.68. Vertical Steel Flange 5) To convert to LRFD Load Ratings, ASD Load Ratings may be multiplied by a factor of 1.5 Seismic Load Perpendicular to Flange Notes: ASC Engineered Solutionsâ„¢ brand bracing components are designed to be compatible ONLY with other ASC Engineered Solutions brand bracing components, resulting in a Listed seismic bracing assembly. Updated UL listing information may be viewed at www.ul.com and updated FM approval information may be viewed at www.approvalguide.com. Disclaimer: asc-es.com ASC Engineered Solutionsâ„¢ does not provide any warranties and specifically disclaims any liability whatsoever with respect to ASC bracing products and components that are used in combination with products, parts or systems not manufactured or sold by ASC. In no event shall ASC be liable for any incidental, direct, consequential, special or indirect damages or lost profits where non-ASC bracing components have been, or are used. Seis BraceÂ® Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com SS-03.22 page 2 SS-SUB-AF778-v02 20230705 AFCONÂ® Seismic Braces Universal Swivel Attachment Fig. AF700 Material Specifications Size Range Brace Member: See Table Anchors: Â½"- Â¾" (M12â€”M18) Material Ductile Iron with Carbon Steel Hardware Finish Plain Electro-Galvanized per ASTM B633 Service A seismic swivel attachment designed to connect a brace member to the building structure or to a seismic structural attachment. The AF700 rigidly braces piping systems subjected to horizontal and vertical seismic loads. Approvals cULus Listed (ANSI/UL 203a) ), FM Approved (FM 1950-13), & FM Tested (FM 1950-16). FM Tested (ANSI/FM 1950-16). Complies with NFPA 13, ASCE 7, IBC, & MSS SP-127 bracing requirements. Features â€¢ The set screw provides a visual indication that proper installation has been achieved â€¢ Eliminates brace member eccentricity by concentrically loading 1" and 1 Â¼" brace pipes Ordering Specify figure number, fastener size, finish and D description. A C X Y B Disclaimer: L ASC Engineered Solutions does not provide any warranties and specifically disclaims any liability whatsoever with respect to ASC bracing products and components that are used in combination with products, parts or systems not manufactured or sold by ASC. In no event shall ASC be liable FIG. AF700 Dimensions and Weight for any incidental, direct, consequential, special or indirect damages or lost profits where non-ASC bracing components A B C D L X Y Weight have been, or are used. In./mm In./mm In./mm In./mm In./mm In./mm In./mm lbs/kgs Seis BraceÂ® Seismic Fire Protection Design Tool may be 1.40 1.983 1.400 1.280 6.40 2.80 1.91 2.25 accessed at www.seisbrace.com 35.56 50.37 35.56 32.51 162.6 71.1 48.5 1.02 Notes: ASC Engineered Solutionsâ„¢ brand bracing components are designed to be compatible ONLY with other ASC Engineered Solutions brand bracing components, resulting in a Listed seismic bracing assembly. Updated UL listing information may be viewed at www.ul.com and updated FM approval information may be viewed at www.approvalguide.com. PROJECT INFORMATION APPROVAL STAMP Project: Seattle Galvanizing Company Approved Address: 18520 67th Ave NE, Arlington, WA 98223 Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: September 5, 2023 Notes 1: Notes 2: SS-05.21 page 1 SS-SUB-AF700-v02 20220408 AFCONÂ® Seismic Braces Universal Swivel Attachment Fig. AF700 FIG. AF700 cULus Listing per ANSI/UL 203a (ASD) Horizontal Load Rating at Brace Angle Brace Member Fastener Size 30Â°- 44Â° 45Â°- 59Â° 60Â°- 90Â° Listed 1" â€“ 2" Â½"- Â¾" 942 lbf 1333 lbf 1632 lbf 1885 lbf Sch 40 Pipe (M12-M18) (4.19 kN) (5.93 kN) (7.26 kN) (8.38 kN) (DN25 â€“ DN50) 1) Load ratings may apply to NPFA 13 fastener orientations A, B, C, D, E, F, G, H, or I. 2) Brace Angles are determined from Vertical. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. 4) See table below for listed brace members. 5) Minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3. NFPA 13 Orientations A, B, or C FIG. AF700 FM Approved (Listing) per FM 1950-13 (ASD) Horizontal Load Rating at Brace Angle Brace Member Fastener Size 30Â°-44Â° 45Â°-59Â° 60Â°-74Â° 74Â°-90Â° 1" â€“ 2" Â½"- Â¾" 1780 lbf 2510 lbf 3080 lbf 3440 lbf Sch 40 Pipe (M12-M18) (7.92 kN) (11.17 kN) (13.70 kN) (15.30 kN) (DN25 â€“ DN50) 1) Load ratings may apply to NPFA 13 fastener orientations A, B, C, D, E, F, G, H, or I. 2) Brace Angles are determined from Vertical. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. 4) See table below for listed brace members. 5) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3. To convert the load ratings above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.2.3, multiply load ratings by a factor of 0.68. 6) To convert to LRFD Load Ratings, ASD Load Ratings may be multiplied by a factor of 1.5. NFPA 13 Orientations D, E, or F FIG. AF700 FM Listed, Approved & Tested Brace Members Brace Member Brace Size Standard (or Equivalent) UL FM Sch. 40 NPS Pipe 1", 1Â¼", 1Â½", 2" ASTM A53, A106,A135, or A795 ïƒ¼ ïƒ¼ DN25 KS S 3562 ïƒ¼ ïƒ¼ Sch. 40 Metric Pipe DN32 EN10255H ïƒ¼ DN40 GB/T 3091 ïƒ¼ Metric Pipe DN50 JIS G3454 ïƒ¼ FIG AF700 Horizontal Prying Factors (Pr) Per NFPA 13: Angles (Deg) Fastener Orientation A B C D E F G H I NFPA 13 Orientations G, H, or I Brace Angle 30Â°-44Â° 45Â°-59Â° 60Â°-90Â° 30Â°-44Â° 45Â°-59Â° 60Â°-90Â° 30Â°-44Â° 45Â°-59Â° 60Â°-90Â° AF700 2.55 1.09 0.91 1.41 1.45 2.00 1.83 1.29 1.06 AF700 w/ Metal Deck1 2.55 1.09 1.14 â€“ â€“ â€“ â€“ â€“ â€“ AF700 w/ Metal Deck2 2.75 1.11 1.14 â€“ â€“ â€“ â€“ â€“ â€“ 1) Prying factors reflect the baseplate â€œBâ€ dimension overhanging the edge of the metal deck. Used for DeWalt anchor loads. 2) Prying factors reflect the baseplate â€œAâ€ or â€œBâ€ dimension overhanging the edge of the metal deck. Used for asc-es.com NFPA & Hilti anchor loads. 3) Prying Factors calculated in accordance with NFPA 13-2019 Section A.18.5.12.2. SS-05.21 page 2 SS-SUB-AF700-v02 20220408 AFCONÂ® Seismic Braces Universal Swivel Attachment Fig. AF700 Method 1 â€“ Connection to Brace Member First 1 Slide the brace member over the lower jaw until it contacts the back wall. 2 Hand tighten the set screw until it contacts the brace member. Continue to torque the set screw until the head breaks off. 3 Rotate the brace assembly up to the fastener or the related seismic structural attachment and connect through the mounting hole. 4 Tighten per the fastener or structural attachment specifications. 5 Ensure the brace angle is within the range specified. Notes: The cross bolt should be hand tight. For visual inspection, at least one thread should be exposed. Method 2 â€“ Connection to Structure First 1 Connect the AF700 to the fastener or the related seismic structural attachment. 2 Tighten per the fastener or structural attachment specifications. 3 Slide the brace member over the lower jaw until it contacts the back wall. 4 Hand tighten the set screw until it contacts the brace member. Continue to torque the set screw until the head breaks off. 5 Rotate the brace member until the brace angle is within the specified range. Notes: The cross bolt should be hand tight. For visual inspection, at least one thread should be exposed.. Structural Attachments, Anchors, & Fasteners Listed, Approved, & Tested with the AF700 Structural Attachment Structure AF085 Steel Joist (Top Chord) AF086 Horizontal Steel Flange (I-Beam Bottom Flange) AF772 Horizontal Steel Flange (I-Beam Bottom Flange) Horizontal Steel Flange (I-Beam Top or Bottom Flange) AF778 C-Channel (Top or Bottom Flange) Vertical Flange of a Joist (Top Chord) All Structures with the Applicable AF779 Approved Anchor or Fastener DeWalt Cracked Concrete Power-StudÂ®+ SD1 Cracked Concrete Filled Metal Deck DeWalt Cracked Concrete Power-StudÂ®+ SD2 Cracked Concrete Filled Metal Deck DeWalt Â® Cracked Concrete Wood-Knocker II+ DeWalt Bang-ItÂ®+ Cracked Concrete Filled Metal Deck DeWalt DDI+â„¢ Cracked Concrete Filled Metal Deck Cracked Concrete Cracked Concrete Filled Metal Deck Anchors & Fasteners asc-es.com Steel Per NFPA 13 Wood Saw Lumber or Glue-Laminated Timbers SS-05.21 page 3 SS-SUB-AF700-v02 20220408 AFCONÂ® Seismic Braces Model K Lateral Sway Brace Fig. AF035 Material Specifications Size Range: Service Pipe Size: 1" â€“ 12" Brace Member: 1" â€“ 2" Material Ductile Iron Casting with Carbon Steel Strap and Hardware Finish Plain Electro-Galvanized Service A seismic lateral brace designed to connect a brace member to the service pipe. The AF035 rigidly braces steel and CPVC piping systems subjected to horizontal and vertical seismic loads. Approvals cULus Listed (ANSI/UL 203a) and FM Approved (FM 1950-13). Complies with NFPA 13, ASCE 7, IBC, & MSS SP-127 bracing requirements. Features â€¢ The set screw provides a visual indication that proper installation has been achieved â€¢ Rounded edge design eliminates potential for abrasion of CPVC pipe Patents No. 7,516,922, No. 7,523,895 Ordering Specify figure number, service pipe size, brace size, finish, and description. 1" (DN25) to 3" (DN80) Service Pipe 4" (DN100) to 12" Service Pipe PROJECT INFORMATION APPROVAL STAMP Project: Seattle Galvanizing Company Approved Address: 18520 67th Ave NE, Arlington, WA 98223 Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: September 5, 2023 Notes 1: Notes 2: SS-04.21 page 1 SS-SUB-AF035-v03 20220408 AFCONÂ® Seismic Braces Model K Lateral Sway Brace Fig. AF035 FIG. AF035: Weight Per Size Brace Member Size Service Pipe Size 1" (DN25) 1Â¼"(DN32) 1Â½" (DN40) 2" (DN50) 1 1.60 lbs 1.80 lbs 2.00 lbs 2.28 lbs (DN25) 1Â¼" (DN32) 1.68 lbs 1.88 lbs 2.08 lbs 2.36 lbs 1Â½" (DN40) 1.64 lbs 1.84 lbs 2.04 lbs 2.32 lbs 2" 1.88 lbs 2.08 lbs 2.28 lbs 2.56 lbs (DN50) 2Â½" 1.90 lbs 2.10 lbs 2.30 lbs 2.58 lbs DN65 2.00 lbs 2.20 lbs 2.40 lbs 2.68 lbs 3" 2.10 lbs 2.30 lbs 2.50 lbs 2.78 lbs (DN80) 4" 2.18 lbs 3.38 lbs 3.58 lbs 3.76 lbs (DN100) 5" 3.40 lbs 3.60 lbs 3.80 lbs 4.08 lbs (DN125) DN150 3.80 lbs 4.00 lbs 4.20 lbs 4.48 lbs 6" 3.90 lbs 4.10 lbs 4.30 lbs 4.58 lbs DN200 4.70 lbs 4.90 lbs 5.10 lbs 5.38 lbs 8" 4.80 lbs 5.00 lbs 5.20 lbs 5.48 lbs 10" 5.60 lbs 5.80 lbs 6.00 lbs 6.28 lbs 12" 6.16 lbs 6.36 lbs 6.56 lbs 6.84 lbs asc-es.com SS-04.21 page 2 SS-SUB-AF035-v03 20220408 AFCONÂ® Seismic Braces Model K Lateral Sway Brace Fig. AF035 FIG. AF035 cULus Listing per ANSI/UL 203a (ASD) Standard Speicalty Horizontal Load Rating at Brace Angle Service Pipe Size Service Service 30Â°-44Â° 45Â°-59Â° 60Â°-90Â° Listed Pipe Pipe lbf/kN lbf/kN lbf/kN lbf/kN Sch. 10 Mega-Thread 1" Sch. 40 MLT / GL (DN25) CPVC Eddy Thread Metric Pipe EZ-Thread Mega-Flow Sch. 10 MLT / GL 1Â¼" Sch. 40 Mega-Thread (DN32) CPVC Eddy Flow Metric Pipe Eddy Thread EZ-Thread Mega-Flow Lateral Application MLT / GL Sch. 10 Mega-Thread 1Â½" Sch. 40 (DN40) CPVC Eddy Flow Eddy Thread Metric Pipe EZ-Thread Fire-Flo 625 884 1082 1250 2.78 3.93 4.81 5.56 Mega-Flow MLT / GL Sch. 10 Mega-Thread 2" Sch. 40 Eddy Flow (DN50) CPVC Eddy Thread Metric Pipe EZ-Thread Fire-Flo Sch. 10 Mega-Flow 2Â½" Sch. 40 Eddy Flow CPVC Fire-Flo DN65 Metric Pipe â€“ Lateral Application Sch. 10 Mega-Flow 3" Sch. 40 Eddy Flow (DN80) CPVC Fire-Flo Metric Pipe Sch. 10 Mega-Flow 4" Sch. 40 Eddy Flow (DN100) Metric Pipe Fire-Flo Sch. 10 5" Sch. 40 â€“ (DN125) Metric Pipe DN150 Metric Pipe â€“ 942 1333 1632 1885 4.19 5.93 7.26 8.38 Sch. 10 6" Mega-Flow Sch. 40 DN200 Metric Pipe â€“ 0.188" wall 8" â€“ Sch. 40 Riser Application 0.188" wall 10" â€“ Sch. 40 0.188" wall 1125 1591 1948 2250 12" â€“ Sch. 40 5.00 7.08 8.67 10.01 1) Brace Angles are determined from Vertical. 2) Sch. 10 & 0.188" Wall Load Ratings may be used for any thicker wall pipe of the same diameter. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. 4) See table below for UL listed specialty pipes & UL Listed metric service pipes. asc-es.com 5) Load Ratings reflect 1" (DN25) â€“ 2" (DN50) brace members. See table below for listed brace members. 6) Minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3. SS-04.21 page 3 SS-SUB-AF035-v03 20220408 AFCONÂ® Seismic Braces Model K Lateral Sway Brace Fig. AF035 FIG. AF035 cULus Listing Per UL 203a (ASD) For NFPA 13-2016 Editions Or Earlier ULâ€™s current Listings are predicated on installation in accordance with the latest edition of NFPA 13. The 2016 and earlier editions of NFPA 13 referenced a minimum safety factor of 1.5 for the load rating as compared to 2.2 for the current edition. The load ratings noted in this table are consistent with the historical cULus Listings that were evaluated to the requirements of UL 203A, Outline of Investigation for Sway Brace Devices for Fire Sprinkler System Piping, based upon a minimum safety factor of 1.5 in accordance with the earlier editions of NFPA 13. The load ratings based upon the 2016 or earlier editions of NFPA 13 should only be used where approved by the Authority Having Jurisdiction (AHJ). Horizontal Load Rating at Brace Angle Standard Speicalty Service Pipe Size Service Service 30Â°-44Â° 45Â°-59Â° 60Â°-74Â° 75Â°-90Â° Pipe Pipe lbf/kN lbf/kN lbf/kN lbf/kN Mega-Thread Sch. 10 1" MLT / GL Sch. 40 (DN25) Eddy Thread Metric Pipe EZ-Thread Mega-Flow Lateral Application MLT / GL Sch. 10 1Â¼" Mega-Thread (DN32) Sch. 40 Eddy Flow Metric Pipe Eddy Thread EZ-Thread Mega-Flow MLT / GL Sch. 10 Mega-Thread 1Â½" (DN40) Sch. 40 Eddy Flow Metric Pipe Eddy Thread EZ-Thread Fire-Flo Mega-Flow MLT / GL Sch. 10 Mega-Thread 2" Sch. 40 Eddy Flow (DN50) Metric Pipe Eddy Thread EZ-Thread Lateral Application Fire-Flo 1382 1955 2393 2765 Sch. 10 Mega-Flow 6.15 8.70 10.65 15.52 2Â½" Sch. 40 Eddy Flow Metric Pipe Fire-Flo DN65 Metric Pipe â€“ Sch. 10 Mega-Flow 3" Sch. 40 Eddy Flow (DN80) Metric Pipe Fire-Flo Sch. 10 Mega-Flow 4" Sch. 40 Eddy Flow (DN100) Metric Pipe Fire-Flo Sch. 10 5" Sch. 40 â€“ (DN125) Metric Pipe DN150 Metric Pipe â€“ Sch. 10 6" Mega-Flow Sch. 40 DN200 Metric Pipe â€“ Riser Application 0.188" Wall 8" â€“ Sch. 40 0.188" Wall 10" â€“ Sch. 40 0.188" Wall 1870 2644 3238 3740 12" â€“ Sch. 40 8.32 11.77 14.40 16.64 1) Brace Angles are determined from Vertical. 2) Sch. 10 & 0.188â€ Wall Load Ratings may be used for any thicker wall pipe of the same diameter. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2016 Section A.9.3.5.2.3. asc-es.com 4) See table below for UL listed specialty pipes & UL Listed metric service pipes. 5) Load Ratings reflect 1" (DN25) â€“ 2" (DN50) brace members. See table below for listed brace members. 6) Minimum safety factor of 2.2 in accordance with NFPA 13-2016 Section A.9.3.5.2.3. SS-03.22 page 4 SS-SUB-AF035-v03 20220408 AFCONÂ® Seismic Braces Model K Lateral Sway Brace Fig. AF035 FIG. AF035 FM Approved (Listing) per FM 1950-13 (ASD) Horizontal Load Rating at Brace Angle Standard Speicalty Service Service Service Pipe Size 30Â°-44Â° 45Â°-59Â° 60Â°-74Â° 75Â°-90Â° Pipe Pipe lbf/kN lbf/kN lbf/kN lbf/kN Mega-Thread Sch. 10 1" MLT / GL Sch. 40 (DN25) Eddy Thread Metric Pipe EZ-Thread 1660 2350 2880 3210 Mega-Flow 7.38 10.45 12.81 14.28 MLT / GL Sch. 10 1Â¼" Mega-Thread (DN32) Sch. 40 Eddy Flow Metric Pipe Eddy Thread EZ-Thread Lateral Application Mega-Flow MLT / GL Sch. 10 Mega-Thread 1Â½" (DN40) Sch. 40 Eddy Flow Metric Pipe Eddy Thread EZ-Thread Fire-Flo 1540 2170 2660 2970 6.85 9.65 11.83 13.21 Mega-Flow MLT / GL Sch. 10 Mega-Thread 2" Sch. 40 Eddy Flow (DN50) Metric Pipe Eddy Thread EZ-Thread Fire-Flo Mega-Flow Sch. 10 2Â½" Eddy Flow Sch. 40 Lateral Application Fire-Flo DN65 Metric Pipe â€“ 1270 1790 2200 2450 5.65 7.96 9.79 10.90 Sch. 10 Mega-Flow 3" Sch. 40 Eddy Flow (DN80) Metric Pipe Fire-Flo Sch. 10 Mega-Flow 4" 1020 1450 1770 1980 Sch. 40 Eddy Flow (DN100) 4.54 6.45 7.87 8.81 Metric Pipe Fire-Flo Sch. 10 5" Sch. 40 â€“ (DN125) Metric Pipe 860 1220 1490 1660 DN150 Metric Pipe â€“ 3.83 5.43 6.63 7.38 Sch. 10 6" Mega-Flow Sch. 40 Riser Application DN200 Metric Pipe â€“ 540 770 950 1060 0.188" Wall 2.40 3.43 4.23 4.72 8" â€“ Sch. 40 1) Brace Angles are determined from Vertical. 2) Sch. 10 & 0.188â€ Wall Load Ratings may be used for any thicker wall pipe of the same diameter. 3) See table below for FM listed specialty pipes & FM Listed metric service pipes. 4) Load Ratings reflect 1â€ (DN25) â€“ 2â€ (DN50) brace members. See table below for listed brace members. 5) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3. To convert the load ratings asc-es.com above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.2.3, multiply load ratings by a factor of 0.68. 5) To convert to LRFD Load Ratings, ASD Load Ratings may be multiplied by a factor of 1.5. SS-04.21 page 5 SS-SUB-AF035-v03 20220408 AFCONÂ® Seismic Braces - Installation Model K Lateral Sway Brace Fig. AF035 1 Place the AF035 over the service pipe to be braced. 2 Insert the brace member through the cast hoop ends. The end of the brace pipe shall extend at least 1" (25.4 mm) past the cast hoop ends. 3 Hand tighten the set screws until they contact the brace member. Continue to torque the set screws until the heads bottom out on the cast hoop ends. 4 Tighten per the fastener or structural attachment specifications. 5 Ensure the brace angle is within the specified range. Notes: The brace member may be installed above or below the service pipe. 1" Min. Set Screw Installation FIG. AF035 cULus Listed & FM Approved Brace Members Brace Member Brace Size Standard (or Equivalent) UL FM Sch. 40 NPS Pipe 1", 1Â¼", 1Â½", 2" ASTM A53, A106, A135, or A795 ïƒ¼ ïƒ¼ KS S 3562 ïƒ¼ ïƒ¼ Sch. 40 Metric Pipe DN25 EN10255H ïƒ¼ DN32 DN40 GB/T 3091 ïƒ¼ DN50 Metric Pipe JIS G3454 ïƒ¼ FIG. AF035 cULus Listed & FM Approved Metric Service Pipes Service Pipe Standard (or Equivalent) Service Pipe Size UL FM KS D 3507 ïƒ¼ ïƒ¼ KS D 3537 DN25 KS D 3562 DN32 ïƒ¼ ïƒ¼ Sch. 40 DN40 GB/T 3091 DN50 ïƒ¼ GB/T 3092 DN65 DN80 JIS G3452 ïƒ¼ DN100 DN125 EN 10255M ïƒ¼ DN150 DN200 EN 10255H ïƒ¼ Notes: ASC Engineered Solutionsâ„¢ brand bracing components are designed to be compatible ONLY with other ASC Engineered Solutions brand bracing components, resulting in a Listed seismic bracing assembly. Updated UL listing information may be viewed at www.ul.com and updated FM approval information may be viewed at www.approvalguide.com. Disclaimer: asc-es.com ASC Engineered Solutions does not provide any warranties and specifically disclaims any liability whatsoever with respect to ASC bracing products and components that are used in combination with products, parts or systems not manufactured or sold by ASC. In no event shall ASC be liable for any incidental, direct, consequential, special or indirect damages or lost profits where non-ASC bracing components have been, or are used. Seis BraceÂ® Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com SS-04.21 page 6 SS-SUB-AF035-v03 20220408 AFCONÂ® Seismic Braces Longitudinal & Lateral Seismic Clamp Fig. AF730 Material Specifications Size Range Service Pipe Size: 1" - 12", DN25-DN100 Material Carbon Steel Clamp and Hardware. Ductile Iron Brace Member Attachment Fitting. Finish Plain Clamp: Hot Dipped Galvanized per ASTM A153 Brace Member Attachment Fitting: Electro-Galvanized per ASTM B633 A Service A seismic longitudinal and lateral brace clamp designed to connect a piping system to a brace member. The AF730 rigidly braces piping systems B subjected to horizontal and vertical seismic loads. Y Approvals cULus Listed (ANSI/UL 203a) and FM Approved (FM 1950-13). FM Tested (ANSI/FM 1950-16). Complies with NFPA 13, ASCE 7, IBC, & MSS FIG. AF730 Dimensions and Weight SP-127 bracing requirements. A B Y Weight Size Features In./mm In./mm In./mm lbs/kgs â€¢ Torque off set screw and nuts provide a visual 1" (DN25) 7.6 193 2.49 1.13 indication that the desired installation torque values have been achieved. 1Â½" (DN32) 8.0 203 2.55 1.13 Ordering 1Â½" (DN40) 8.2 208 2.64 1.20 Specify figure number, service pipe size, finish, 2" (DN50) 8.7 221 2.78 1.26 and description. 2Â½" 9.2 234 2.92 1.32 Disclaimer: ASC Engineered Solutions does not provide any warranties 3" (DN80) 9.8 249 3.13 1.42 and specifically disclaims any liability whatsoever with 1.50 38.1 1.91 48.5 respect to ASC bracing products and components that 4" (DN100) 10.8 274 3.38 1.53 are used in combination with products, parts or systems not manufactured or sold by ASC. In no event shall ASC 5" 12.1 307 3.81 1.73 be liable for any incidental, direct, consequential, special or indirect damages or lost profits where non-ASC bracing 6" 13.2 335 4.12 1.87 components have been, or are used. Seis BraceÂ® Seismic Fire Protection Design Tool may be 8" 15.2 386 6.40 2.90 accessed at www.seisbrace.com 10" 18.1 460 7.60 3.45 12" 20.1 511 8.60 3.90 Notes: ASC Engineered Solutionsâ„¢ brand bracing components are designed to be compatible ONLY with other ASC Engineered Solutions brand bracing components, resulting in a Listed seismic bracing assembly. Updated UL listing information may be viewed at www.ul.com and updated FM approval information may be viewed at www.approvalguide.com. PROJECT INFORMATION APPROVAL STAMP Project: Seattle Galvanizing Company Approved Address: 18520 67th Ave NE, Arlington, WA 98223 Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: September 5, 2023 Notes 1: Notes 2: SS-07.20 page 1 SS-SUB-AF730-v04 20221228 AFCONÂ® Seismic Braces Longitudinal & Lateral Seismic Clamp Fig. AF730 FIG. AF730 cULus Listing per ANSI/UL 203a (ASD) Horizontal Load Rating at Brace Angle Service Standard Specialty Longitudinal Load Rating Lateral Load Rating Pipe Service Service Size Pipe Pipe 30Ëš-44Ëš 45Ëš-59Ëš 60Ëš-90Ëš Listed 30Ëš-44Ëš 45Ëš-59Ëš 60Ëš-90Ëš Listed lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN Mega-Thread Sch. 10 1" MLT / GL 340 480 588 680 340 480 588 680 Sch. 40 (DN25) Eddy Thread 1.51 2.14 2.62 3.02 1.51 2.14 2.62 3.02 Metric Pipe EZ-Thread Mega-Flow MLT / GL Sch. 10 1Â¼" Mega-Thread Sch. 40 (DN32) Eddy Flow Longitudinal Application Metric Pipe Eddy Thread EZ-Thread Mega-Flow MLT / GL Sch. 10 Mega-Thread 1Â½" Sch. 40 Eddy Flow 375 530 649 750 375 530 649 750 (DN40) Metric Pipe Eddy Thread 1.67 2.36 2.89 3.34 1.67 2.36 2.89 3.34 Fire-Flo EZ-Thread Mega-Flow MLT / GL Sch. 10 Mega-Thread 2" Sch. 40 Eddy Flow (DN50) Metric Pipe Eddy Thread Fire-Flo EZ-Thread Mega-Flow Sch. 10 Eddy Flow 2Â½" Sch. 40 Fire-Flo Lateral Application 545 770 943 1090 545 770 943 1090 2.42 3.43 4.19 4.85 2.42 3.43 4.19 4.85 Sch. 10 Mega-Flow 3" Sch. 40 Eddy Flow (DN80) Metric Pipe Fire-Flo Sch. 10 Mega-Flow 4" Sch. 40 Eddy Flow (DN100) Metric Pipe Fire-Flo Sch. 10 5" â€“ Sch. 40 Sch. 10 942 1333 1632 1885 942 1333 1632 1885 6" Mega-Flow Sch. 40 4.19 5.93 7.26 8.38 4.19 5.93 7.26 8.38 Sch. 10 8" 0.188" Wall â€“ Riser Application Sch. 40 0.188" Wall 10" â€“ Sch. 40 Brace Angles are determined from Vertical. Sch. 10 & 0.188" Wall Load Ratings may be used for any thicker wall pipe of the same diameter. Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. See table on page 4 for UL listed specialty pipes & UL Listed metric service pipes. asc-es.com See table on page 4 for UL listed brace members. Load ratings include a minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3. All load ratings may be used for NFPA 13-2016 designs. SS-07.20 page 2 SS-SUB-AF730-v04 20221228 AFCONÂ® Seismic Braces Longitudinal & Lateral Seismic Clamp Fig. AF730 FIG. AF730 FM Approved (Listing) per FM 1950-13 (ASD) Horizontal Load Rating at Brace Angle Service Standard Specialty Longitudinal Load Rating Lateral Load Rating Pipe Service Service Size Pipe Pipe 30Ëš-44Ëš 45Ëš-59Ëš 60Ëš-74Ëš 75Ëš-90Ëš 30Ëš-44Ëš 45Ëš-59Ëš 60Ëš-74Ëš 75Ëš-90Ëš lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN Sch. 10 Mega-Thread 1" Sch. 40 MLT / GL 550 640 670 740 1740 2460 3010 3360 (DN25) Metric Pipe Eddy Thread 2.24 2.84 2.98 3.29 7.74 10.94 13.39 14.95 EZ-Thread Mega-Flow Sch. 10 MLT / GL 1Â¼" Sch. 40 Mega-Thread 740 680 820 1620 1430 2020 2480 2770 (DN32) Metric Pipe Eddy Flow 3.29 3.02 3.65 7.21 6.36 8.99 11.03 12.32 Eddy Thread Longitudinal Application EZ-Thread Mega-Flow MLT / GL Sch. 10 Mega-Thread 1Â½" Sch. 40 800 650 790 1800 1790 2530 3100 3460 Eddy Flow (DN40) Metric Pipe 3.56 2.89 3.51 8.01 7.96 11.25 13.79 15.39 Eddy Thread Fire-Flo EZ-Thread Mega-Flow MLT / GL Sch. 10 Mega-Thread 2" Sch. 40 830 990 1190 1620 1820 2580 3160 3530 Eddy Flow (DN50) Metric Pipe 3.69 4.4 5.29 7.21 8.1 11.48 14.06 15.7 Eddy Thread Fire-Flo EZ-Thread Mega-Flow Sch. 10 800 700 850 1930 1610 2280 2790 3120 2Â½" Eddy Flow Sch. 40 3.65 3.11 3.78 8.59 7.16 10.14 12.41 13.88 Fire-Flo Sch. 10 Lateral Application Mega-Flow 3" Sch. 40 960 1330 1540 1700 1550 2200 2690 3010 Eddy Flow (DN80) Metric Pipe 4.27 5.92 6.85 7.56 6.89 9.79 11.97 13.39 Fire-Flo Sch. 10 Mega-Flow 4" 760 1040 1270 1400 1260 1790 2190 2440 Sch. 40 Eddy Flow (DN100) 3.38 4.63 5.65 6.23 5.6 7.96 9.74 10.85 Metric Pipe Fire-Flo Sch. 10 890 1230 1410 1550 1260 1790 2190 2440 5" â€“ Sch. 40 3.96 5.47 6.27 6.89 5.6 7.96 9.74 10.85 Sch. 10 700 940 1140 1310 950 1340 1640 1830 6" Mega-Flow Sch. 40 3.11 4.18 5.07 5.83 4.23 5.96 7.3 8.14 0.188" Wall 990 1130 1360 1520 1540 2170 2660 2970 8" â€“ Sch. 40 4.4 5.03 6.05 6.76 6.85 9.65 11.82 13.21 Riser Application 0.188" Wall 1020 850 1000 1100 1700 2410 2950 3290 10" â€“ Sch. 40 4.54 3.78 4.45 4.89 7.56 10.72 13.12 14.63 0.188" Wall 970 1010 1220 1430 1690 2390 2930 3270 12" â€“ Sch. 40 4.31 4.49 5.43 6.36 7.52 10.63 13.03 14.55 Brace Angles are determined from Vertical. Sch. 10 & 0.188" Wall Load Ratings may be used for any thicker wall pipe of the same diameter. Load ratings include a minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3. To convert the load ratings above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.2.3, multiply load ratings asc-es.com by a factor of 0.68. To convert to LRFD Load Ratings, ASD Load Ratings may be multiplied by a factor of 1.5. See table on page 4 for FM approved metric service pipes. See table on page 4 for FM approved brace members. SS-07.20 page 3 SS-SUB-AF730-v04 20221228 AFCONÂ® Seismic Braces - Installation Longitudinal & Lateral Seismic Clamp Fig. AF730 Method 1 â€“ Connection to Brace Member First 1 Slide the brace member over the lower jaw until it contacts the back wall of the brace member attachment fitting. 2 Hand tighten the set screw until it contacts the brace member. Continue to torque the set screw until the head breaks off. 3 Rotate the brace assembly to the service pipe. Unbolt the back nut & bolt and rotate the clamp halves over the service pipe. Re-assemble the nut and bolt. 4 Hand tighten the nuts on both sides of the clamp. Evenly and alternately torque the nut until the head breaks off. It is best practice to tighten the nut at the jaw side first. 5 Ensure the brace angle is within the range specified. Method 2 â€“ Connection to Service Pipe First 1 Unbolt the back nut & bolt and rotate the clamp halves over the service pipe. Re-assemble the nut and bolt. 2 Hand tighten the nuts on both sides of the clamp. Evenly and alternately torque the nut until the head breaks off. It is best practice to tighten the nut at the jaw side first. 3 Slide the brace member over the lower jaw until it contacts the back wall of the brace member attachment fitting. 4 Hand tighten the set screw until it contacts the brace member. Continue to torque the set screw until the head breaks off. FIG. AF730 cULus Listed & FM Approved Brace Members Brace Member Sizes Standards (or Equivalent) UL Listed FM Approved Sch. 40 ASTM A53, A106, A135, or NPS Pipe 1", 1Â¼", 1Â½", 2" A795 3 3 Sch. 40 Metric Pipe KS D 3562 3 3 EN10255H 3 DN25, DN32, DN40, DN50 Metric Pipe GB/T 3091 3 JIS G3454 3 FIG. AF730 cULus Listed & FM Approved Metric Service Pipes Brace Member Service Pipe Sizes UL Listed FM Approved KS D 3507 3 3 KS D 3537 KS D 3562 3 3 Sch. 40 GB/T 3091 3 GB/T 3092 DN25, DN32, DN40, DN50, DN 80, DN100 JIS G3452 3 EN 10255M asc-es.com EN 10255H SS-07.20 page 4 SS-SUB-AF730-v04 20221228 8117 267th Street NW Stanwood, WA 98292 North County Regional Fire Authority Phone: (360) 629-2184 Fax (360) 652 -3166 www.northcountyfireems.com BLD6532 Comment Letter Seattle Galvanizing Small Parts Date: March 17, 2025 Project Name: Seattle Galvanizing-Arlington Address: 18520 67th Ave NE The following comments are based on the information provided at this time. With further details, additions, or changes to you project, additional comments and/or requirements may be issued and enforced. Please refer to the International Fire Code(IFC) with Washington State Amendments, International Building Codes (IBC) with Washington State Amendments, and Arlington Municipal Code. 1) The remote fire calculation is OH1 and OH2 based on 2016 numbers. The Galvanizing plant would be an Extra Hazard, Group 2 (copied from NFPA 13, 2019 edition with Handbook commentary. a. b. 2) All Sprinkler piping require corrosion-resistant material or coating. 3) Need Plans that include the galvanizing equipment to evaluate obstructions 4) Detailed Hazardous Materials Management Plan (HMMP) and a Hazardous Materials Inventory Statement (HMIS) complying with the requirements of Section 407 is required 5) Safety Data Sheets required to evaluate the fire risk S. Goforth Fire Watch 2018 International 901.7 8117 267th Street NW Stanwood, WA 98292 North County Regional Fire Authority Phone: (360) 629-2184 Fax (360) 652 -3166 www.northcountyfireems.com S. Goforth Fire Watch 2018 International 901.7 Burns fire protection systems, inc. DESIGN INSTALLATION MAINTENANCE FABRICATION To: North County Regional Fire Authority 8117 267th St. NW Stanwood, Wa 98292 Attn: Steve Goforth Re: BLD6532 Comment Letter Seattle Galvanizing Small Parts Date: March 17, 2025 Project Name: Seattle Galvanizing-Arlington Address: 18520 67th Ave NE Dear Steve This letter is provided as response to review comments of proposed Automatic Fire Sprinkler System, dated March 17, 2025. The following are itemized response to comment items: 1) The remote fire calculation is OH1 and OH2 based on 2016 numbers. The Galvanizing plant would be an Extra Hazard, Group 2 (copied from NFPA 13, 2019 edition with Handbook commentary. A.4.3.6 Extra hazard (Group 2) occupancies include occupancies having uses and condmons similar to the following: (1) Asphalt saturating (2) Flammable liQuids spraying (3) Flow coating (4) Manufactured home or modular building assemblies (where finished enclosure is present and has combustible interiors) (5) Open oil Quenching (6) Plastics manufacturing (7) Solvent cleaning (8) Varnish and paint dipping (9) Car slackers and car lift systems with 2 cars stacked vertically A.4.3.6 Extra hazard (Group 2) occupancies include occupancies having uses and condttions similar to the following: (1) Asphalt saturating (2) Flammable liQuids spraying (3) Flow coating (4) Manufactured home or modular building assemblies (where finished enclosure is present and has combustible interiors) (5) Open oil Quenching (6) Plastics manufacturing (7) Solvent cleaning (8) Varnish and paint dipping (9) Car slackers and car lift systems with 2 cars stacked vertically This occupancy contains limited combustible fire loading. The processes in this proposed occupancy do not include flammable liquids, as referenced in the extra hazard categories, and the material being galvanized is noncombustible metal Required Hydraulic design is based upon NFPA #13 Standards for ordinary hazard group I in process areas and ordinary group II in storage areas. Since storage areas are not separated from process ares, the hydraulic design for ordinary hazard II (storage 12â€™ or less in height) is used. .20 gpm density over a 1950 sq.ft. design area. Design area has been increased 30% where dry pipe sprinkler protection is used. NFPA #13 2019 Ordinary Hazard (Group 1). The following shall be protected with OH1 occupancy criteria in this standard: (1) Spaces with moderate quantity and low combustibility of contents (2) Stockpiles of contents with low combustibility that do not exceed 8 ft (2.4 m) Within the ordinary hazard classification, Group 1 occupancies present the least severe fire threat. Group 1 occupancies are most light manufacturing and service industries where the use of flammable and combustible liquids or gases is either nonexistent or very limited. Stockpiles of combustible commodities typically found within an ordinary hazard (Group 1) occupancy cannot exceed a height of 8 ft (2.4 m). Additionally, where the quantity and arrangement of the stockpiles do not exceed the limitations of miscellaneous storage, as defined in Chapter 3, the requirements of Chapter 4 apply. If the miscellaneous storage limitations are exceeded, then the provisions of Chapter 20 apply. A.4.3.3 Ordinary hazard (Group 1) occupancies include occupancies having uses and conditions similar to the following: (1) Automobile parking and showrooms (2) Bakeries (3) Beverage manufacturing (4) Canneries (5) Dairy products manufacturing and processing (6) Electronic plants (7) Glass and glass products manufacturing (8) Laundries (9) Restaurant service areas (10) Porte cocheres (11) Mechanical rooms NFPA #13 4.3.4* Ordinary Hazard (Group 2). The following shall be protected with OH2 occupancy criteria in this standard: The ordinary hazard (Group 2) classification addresses those ordinary hazard occupancies that do not meet the criteria of the ordinary hazard (Group 1) classification. Group 2 occupancies present a more severe fire hazard and demand more from the sprinkler system to achieve fire control than do Group 1 and light hazard occupancies. Ordinary hazard (Group 2) occupancies include those types of manufacturing and processing operations in which the amount and combustibility of contents is greater than those for Group 1. The Group 2 classification also addresses the miscellaneous storage (as defined in Chapter 3) of contents stored up to and including 12 ft (3.7 m) in height, as required by this chapter. Where the miscellaneous storage limitations are exceeded, the provisions of Chapter 20 appl (1) Spaces with moderate to high quantity and combustibility of contents (2) Stockpiles of contents with moderate to high combustibility that do not exceed 12 ft (3.7 m) The materials used in the galvanizing process do not include process using flammable liquids. A.4.3.4 Ordinary hazard (Group 2) occupancies include occupancies having uses and conditions similar to the following: (1) Agricultural facilities (2) Barns and stables (3) Cereal mills (4) Chemical plants Ì¶ ordinary (5) Confectionery products (6) Distilleries (7) Dry cleaners (8) Exterior loading docks (Note that exterior loading docks only used for loading and unloading of ordinary combustibles should be classified as OH2. For the handling of flammable and combustible liquids, hazardous materials, or where utilized for storage, exterior loading docks and all interior loading docks should be protected based upon the actual occupancy and the materials handled on the dock, as if the materials were actually stored in that configuration.) (9) Feed mills (10) Horse stables (11) Leather goods manufacturing (12) Libraries Ì¶ large stack room areas (13) Machine shops (14) Metal working 2) Sprinkler piping requires corrosion-resistant material or coating. Response: Corrosion Resistant sprinklers are proposed for this facility (white Teflon coated) as indicated in NFPA #13 2019 Para 7.2.5.1. Where corrosive atmosphere is prent a protective coating will be applied to sprinkler system material. 3) Need Plans that include the galvanizing equipment to evaluate obstructions Equipment locations are provided on FP2.1 . Additional information on hazards associated with application of water in galvanizing process. Galvanizing kettels, tanks, etc. to be shielded from spray from overheads sprinklers. 4) Detailed Hazardous Materials Management Plan (HMMP) and a Hazardous Materials Inventory Statement (HMIS) complying with the requirements of Section 407 is required Detailed HMMP plan and inventory to be provided by owner 5) Safety Data Sheets required to evaluate the fire risk Safety data sheets to be provided by owner Regards, David Yates Burns Fire Protection Systems, Inc NICET level IV cert #86528 Phone: (425) 388-0124 (360) 691-2235 or Fax: (360) 691-2704 P.O. Box 1110 Granite Falls, WA 98252 Seismic Brace Report Project Name Seattle Galvanizing Company APPROVAL STAMP Date 09/05/2023 Approved Address 18520 67th Ave NE Approved as Noted Arlington, WA 98223 Not Approved Remarks: Standard NFPA 13-2019 BRACE SUMMARY Drawing Seismic Design Brace Name Structure Brace Description Fastener Attachments Reference Load Lateral A FP2 450 lbf. Horizontal Beam Flange Lateral Orientation 60Â° - 90Â° 1 NPS Sch AF778 40 AF700 - 1/2" AF035 - 4 NPS x 1 NPS Longitudinal B FP2 157 lbf. Horizontal Beam Flange Longitudinal Orientation 60Â° - 90Â° 1 AF778 NPS Sch 40 AF700 - 1/2" AF730 - 4 NPS NOTE: Per NFPA 13-2019, all load capacities listed for fasteners installed in cracked concrete have been reduced based on the prying factors listed for ASC's swivel attachments. Prying factors for NFPA fastener orientations â€œAâ€ through â€œIâ€ may be found in ASC's individual product submittal at asc-es.com NFPA 13-2016 Product loads incorporate a minimum safety factor of 1.5. NFPA 13-2019 FM Product loads have been reduced to include a safety factor of 2.2 unless noted in the applicable product submittal. The products specified within this report are limited to the capability of the sway brace assembly alone to resist the calculated seismic force resulting from user input . Point loads applied to structural elements as a result of seismic forces are not evaluated by the software. The seismic load rating of the fastener attached to a structural element is determined by one of the following: NFPA 13, UL listing, FM Global approval, or other empirical testing. The review of the of the structural element(s) as a whole and/or the entire structure and its ability to resist the seismic load(s) is beyond the scope of these seismic calculations. ASC MAKES NO WARRANTIES , EXPRESS, IMPLIED, STATUTORY, OR OTHERWISE, WITH RESPECT TO THE SOFTWARE OR THE SEISMIC CALCULATIONS, AND ASC SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. 1 LATERAL A - SEISMIC BRACE CALCULATIONS Seismic Project Braces to Crane support beams Brace Name Lateral A Standard NFPA 13-2019 Drawing Reference FP2 Brace Type Lateral Approval Agency UL Listed STRUCTURE INFORMATION SEISMIC BRACE ATTACHMENTS Structure I-Beam/Joist Model Size Load Rating Substrate Horizontal Beam Flange Structural Att. AF778 N/A 1,385 lbf. Thickness 0.250 in. Swivel Att. AF700 1/2" 1,632 lbf. Load Orientation Parallel to Beam Pipe Att. AF035 4 NPS x 1 NPS 1,632 lbf. BRACE INFORMATION See Appendix A for alternate seismic brace attachments. All seismic brace attachments manufactured by ASC Engineered Solutions. Brace Member 1 NPS Sch 40 Brace Length Max 7 ft 0 in Brace Angle 60Â° - 90Â° Least Radius of Gyration 0.421 in. l/r Ratio Max 200 Max Horizontal Load 1,604 lbf. FASTENER INFORMATION Fastener Name N/A Net Vertical Reaction Forces do not need to be addressed per NFPA 13-2019. SPRINKLER SYSTEM LOAD CALCULATION (FPW = CP*WP) CP = 0.602 Qty Line Description Pipe Diameter/Type Length Weight per ft Weight 1 Main Braced Pipe 4 NPS Eddy Flow 19.00 ft. 11.29 lb/ft. 214.51 lb. 2 Branch 1 Segment A 1 1/2 NPS Eddy Flow 76.00 ft. 2.86 lb/ft. 217.36 lb. Weakest Main Size Spacing Max Fpw Total System Weight 649.23 lb. 4 NPS Eddy Flow 20 ft. 1,544 lbf. System Design Weight (Wp) 747.00 lb. Horizontal Seismic Load (Fpw) 450 lbf. 2 LONGITUDINAL B - SEISMIC BRACE CALCULATIONS Seismic Project Braces to Crane support beams Brace Name Longitudinal B Standard NFPA 13-2019 Drawing Reference FP2 Brace Type Longitudinal Approval Agency UL Listed STRUCTURE INFORMATION SEISMIC BRACE ATTACHMENTS Structure I-Beam/Joist Model Size Load Rating Substrate Horizontal Beam Flange Structural Att. AF778 N/A 1,385 lbf. Thickness 0.250 in. Swivel Att. AF700 1/2" 1,632 lbf. Load Orientation Perpendicular to Beam Pipe Att. AF730 4 NPS 1,632 lbf. BRACE INFORMATION See Appendix A for alternate seismic brace attachments. Brace Member 1 NPS Sch 40 All seismic brace attachments manufactured by ASC Engineered Solutions. Brace Length Max 7 ft 0 in Brace Angle 60Â° - 90Â° Least Radius of Gyration 0.421 in. l/r Ratio Max 200 Max Horizontal Load 1,604 lbf. FASTENER INFORMATION Fastener Name N/A Net Vertical Reaction Forces do not need to be addressed per NFPA 13-2019. SPRINKLER SYSTEM LOAD CALCULATION (FPW = CP*WP) CP = 0.602 Qty Line Description Pipe Diameter/Type Length Weight per ft Weight 1 Main Braced Pipe 4 NPS Eddy Flow 20.00 ft. 11.29 lb/ft. 225.80 lb. Total System Weight 225.80 lb. System Design Weight (Wp) 260.00 lb. Horizontal Seismic Load (Fpw) 157 lbf. 3 Appendix A - Alternate Seismic Brace Attachments LATERAL A Structural Attachment Structural Structural Attach. Swivel Pipe Attachment Attach. Size Capacity AF778 -- 1,385 lbf. AF771 1 NPS x 1/2" | 1,731 lbf. AF735 4 NPS x 1 NPS | 1,632 lbf. AF778 -- 1,385 lbf. AF076 1/2" | 1,515 lbf. AF730 4 NPS | 1,632 lbf. AF720 -- 1,385 lbf. AF771 1 NPS x 1/2" | 1,731 lbf. -- AF720 -- 1,385 lbf. AF700 1/2" | 1,632 lbf. -- AF720 -- 1,385 lbf. AF076 1/2" | 1,515 lbf. -- AF087 -- 1,186 lbf. AF075 1 NPS x 1/2" | 1,186 lbf. -- AF087 -- 1,186 lbf. AF076 1/2" | 1,515 lbf. -- AF087 -- 1,186 lbf. AF077 1 NPS x 1/2" | 588 lbf. -- AF086 -- 649 lbf. AF075 1 NPS x 1/2" | 1,186 lbf. -- AF086 -- 649 lbf. AF076 1/2" | 1,515 lbf. -- AF086 -- 649 lbf. AF077 1 NPS x 1/2" | 588 lbf. -- AF086 -- 649 lbf. AF700 1/2" | 1,632 lbf. -- AF086 -- 649 lbf. AF771 1 NPS x 1/2" | 1,731 lbf. -- LONGITUDINAL B Structural Attachment Structural Structural Attach. Capacity Swivel Pipe Attachment Attach. Size AF778 -- 1,385 lbf. AF771 1 NPS x 1/2" | 1,731 lbf. -- AF778 -- 1,385 lbf. AF076 1/2" | 1,515 lbf. -- AF720 -- 1,385 lbf. AF771 1 NPS x 1/2" | 1,731 lbf. -- AF720 -- 1,385 lbf. AF700 1/2" | 1,632 lbf. -- AF720 -- 1,385 lbf. AF076 1/2" | 1,515 lbf. -- AF087 -- 1,186 lbf. AF075 1 NPS x 1/2" | 1,186 lbf. -- AF087 -- 1,186 lbf. AF076 1/2" | 1,515 lbf. -- AF087 -- 1,186 lbf. AF077 1 NPS x 1/2" | 588 lbf. -- AF086 -- 1,186 lbf. AF075 1 NPS x 1/2" | 1,186 lbf. -- AF086 -- 1,186 lbf. AF076 1/2" | 1,515 lbf. -- AF086 -- 1,186 lbf. AF077 1 NPS x 1/2" | 588 lbf. -- AF086 -- 1,186 lbf. AF700 1/2" | 1,632 lbf. -- AF086 -- 1,186 lbf. AF771 1 NPS x 1/2" | 1,731 lbf. -- 4 Appendix B - Enlarged Images LATERAL A LONGITUDINAL B 5 Appendix C - Cp Calculations BRACE CALCULATION DATA Brace Name Brace Ref Method Cp Ss Site Fa SDS Z H Lateral A FP2 A 0.602 1.280 -- -- -- -- -- Longitudinal B FP2 A 0.602 1.280 -- -- -- -- -- CALCULATION METHODS A Cp calculated per NFPA 13-2019 Table 18.5.9.3 B Cp entered by user C Cp calculated per ASCE/SEI 7-16 per NFPA 13-2019 Section 18.5.9.4 Notes for Calculation Method C Per NFPA 13-2019, the following values are always assumed for ap, Rp, and Ip: ap Rp Ip 2.5 4.5 1.5 LEGEND EQUATIONS Fpw Seismic Horizontal Design Force Cp Seismic Coefficient per NFPA Ss Short Period MCEr Spectral Response Acceleration Fa Site Coefficient. See Tables Below. SDS Short Period Spectral Acceleration ap Component Amplification Factor. Taken as 2.5 for Fire Sprinkler Applications Rp Component Response Modification Factor. Taken as 4.5 for Fire Sprinkler Applications Ip Component Importance Factor. Taken as 1.5 for Fire Sprinkler Applications Wp Component Operating Weight. Taken as the weight of the Fire Sprinkler System in the ZOI plus 15% z Height in the structure where the component attaches to the structure. Height is relative to the base of the structure and shall not be taken as less than 0 and shall not be larger than â€œHâ€. H Average roof height of the structure relative to the base 6 SITE COEFFICIENT, FA PER ASCE/SEI 7-16 Ss â‰¤ 0.25 Ss = 0.5 Ss = 0.75 Ss = 1 Ss = 1.25 Ss â‰¥ 1.5 A 0.8 0.8 0.8 0.8 0.8 0.8 B 0.9 0.9 0.9 0.9 0.9 0.9 C 1.3 1.3 1.2 1.2 1.2 1.2 D 1.6 1.4 1.2 1.1 1 1 E 2.4 1.7 1.3 1.2 1.2 1.2 Use straight-line interpolation for intermediate values of Ss. SITE CLASSIFICATION PER ASCE/SEI 7-16 Site Class Ground Structure A Hard Rock B Rock C Very Dense Soil and Soft Rock D Stiff Soil E Soft Clay Soil 7 Appendix D - Bill of Materials Project Name Seattle Galvanizing Company Code Requirements NFPA 13-2019 Last Updated September 5, 2023 QUANTITY FIGURE NUMBER PRODUCT DESCRIPTION 0 Fastener 0 AF778 AF778 Universal Structural Brace Attachment AF778 0 AF700 1/2" AF700 Universal Swivel Attachment AF700 - 1/2" AF035 4 NPS AF035 Model K Brace Clamp AF035 - 4 NPS x 1 NPS AF730 4 NPS AF730 Longitudinal & Lateral Seismic Clamp AF730 - 4 NPS 8 AFCONÂ® Seismic Braces Universal Structural Brace Attachment Fig. AF778 Material Specifications Size Range: Flange Thickness: 1/ 8" to Â¾" thick Material Ductile Iron Casting with Carbon Steel HardwareL A Finish H B Plain Electro-Galvanized per ASTM B633W Service A seismic structural attachment designed to Â½" Mounting Bolt attach to steel I-beams, flanges, and joists. The Shear Off Bolt x 2 AF778 rigidly braces piping systems subjected to L horizontal and vertical seismic loads. A Approvals H B cULus Listed (ANSI/UL 203a), FM Approved (FM 1950-13), & OSHPD (OPM-0351-13). Complies W with NFPA 13, ASCE 7, IBC, & MSS SP-127 bracing requirements. Features Â½" Mounting Bolt Shear Off Bolt x 2 OPM-0351-13 â€¢ The set screw provides a visual indication that proper installation has been achieved â€¢ May be installed anywhere a Fig 92 standard FIG. AF778 Dimensions and Weight throat beam clamp may be installed A B L W H Weight Mounting Bolt In./mm In./mm In./mm In./mm In./mm lbs/kg Ordering Specify figure number, finish, and description. Â½" 0.75 0.75 4.13 2.75 2.25 2.26 (M12) 19.1 19.1 104.8 69.9 57.2 1.03 Installation Instructions 1 Place the AF778 on a horizontal or vertical 3 Mount the AF700, AF771, or AF076 to the steel flange. Â½" mounting bolt. The mounting bolt shall be installed wrench tight (typically finger 2 Hand tighten the set screws until they tight plus Â¼ to Â½ turns). contact the flange. Continue to torque the Notes: When installed with the AF700, AF771, or set screws until the heads break off. AF076, the lowest load rating at angle shall control the load rating of the assembly. PROJECT INFORMATION APPROVAL STAMP Project: Seattle Galvanizing Company Approved Address: 18520 67th Ave NE, Arlington, WA 98223 Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: September 5, 2023 Notes 1: Notes 2: SS-05.21 page 1 SS-SUB-AF778-v02 20230705 AFCONÂ® Seismic Braces Universal Structural Brace Attachment Fig. AF778 FIG. AF778 cULus Listing per ANSI/UL 203a (ASD) Horizontal Load Rating at Brace Angle Flange Thickness Structure Load Orientation 30Â°-44Â° 45Â°-59Â° 60Â°-90Â° Listed In./(mm) Lbf/(kN) Lbf/(kN) Lbf/(kN) Lbf/kN Horizontal Steel Flange and Parallel to Flange 0.1875 â€“ 0.750 800 1131 1385 1600 Vertical Steel Flange Perpendicular to Flange (4.76 â€“ 19.05) (3.56) (5.03) (6.16) (7.12) 1) Listed for installation with Fig. AF700, AF771, and AF076 2) Brace Angles are determined from Vertical. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. Horizontal Steel Flange 4) Minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3. Seismic Load Parallel to Flange FIG. AF778 cULus Listing per UL 203a (ASD) for NFPA 13-2016 Editions or Earlier ULâ€™s current Listings are predicated on installation in accordance with the latest edition of NFPA 13. The 2016 and earlier editions of NFPA 13 referenced a minimum safety factor of 1.5 for the load rating as compared to 2.2 for the current edition. The load ratings noted in this table are consistent with the historical cULus Listings that were evaluated to the requirements of UL 203A, Outline of Investigation for Sway Brace Devices for Fire Sprinkler System Piping, based upon a minimum safety factor of 1.5 in accordance with the earlier editions of NFPA 13. The load ratings based upon the 2016 or earlier editions of NFPA 13 should only be used where approved by the Authority Having Jurisdiction (AHJ). Horizontal Load Rating at Brace Angle Flange Thickness Structure Load Orientation 30Â°-44Â° 45Â°-59Â° 60Â°-90Â° Listed In./(mm) Lbf/(kN) Lbf/(kN) Lbf/(kN) Lbf/kN 0.1875 â€“ 0.249 500 707 865 1000 Horizontal Steel Flange (4.76 â€“ 6.32) (2.22) (3.15) (3.85) (4.45) Seismic Load Perpendicular to Flange Horizontal Steel Flange and Parallel to Flange 0.250 â€“ 0.499 800 1131 1385 1600 Vertical Steel Flange Perpendicular to Flange (6.35 â€“ 12.67) (3.56) (5.03) (6.16) (7.12) 0.500 â€“ 0.750 1007 1425 1744 2015 (12.70 â€“ 19.05) (4.48) (6.34) (7.76) (8.96) 1) Listed for installation with Fig. AF700 & AF771 2) Brace Angles are determined from Vertical. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2016 Table 9.3.5.2.3. 4) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3. FIG. AF778 FM Approved (Listing) per FM 1950-13 (ASD) Horizontal Load Rating at Brace Angle Flange Thickness Structure Load Orientation 30Â°-44Â° 45Â°-59Â° 60Â°-74Â° 75Â°-90Â° Vertical Steel Flange In./(mm) Lbf/(kN) Lbf/(kN) Lbf/(kN) Lbf/kN Seismic Load Parallel to Flange 1280 1840 2210 2470 Parallel to Flange (5.69) (8.18) (9.83) (10.99) Horizontal Steel Flange 1570 1490 1040 1150 Perpendicular to Flange 0.125â€“0.750 (6.98) (6.63) (4.63) (5.12) (3.18â€“19.05) 870 1440 1230 1360 Parallel to Flange (3.87) (6.41) (5.47) (6.05) Vertical Steel Flange 1038 2260 2490 2750 Perpendicular to Flange (4.58) (10.05) (11.08) (12.23) 1) Listed for installation with Fig. AF700 & AF771 2) Brace Angles are determined from Vertical. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. 4) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3. To convert the load ratings above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.2.3, multiply load ratings by a factor of 0.68. Vertical Steel Flange 5) To convert to LRFD Load Ratings, ASD Load Ratings may be multiplied by a factor of 1.5 Seismic Load Perpendicular to Flange Notes: ASC Engineered Solutionsâ„¢ brand bracing components are designed to be compatible ONLY with other ASC Engineered Solutions brand bracing components, resulting in a Listed seismic bracing assembly. Updated UL listing information may be viewed at www.ul.com and updated FM approval information may be viewed at www.approvalguide.com. Disclaimer: asc-es.com ASC Engineered Solutionsâ„¢ does not provide any warranties and specifically disclaims any liability whatsoever with respect to ASC bracing products and components that are used in combination with products, parts or systems not manufactured or sold by ASC. In no event shall ASC be liable for any incidental, direct, consequential, special or indirect damages or lost profits where non-ASC bracing components have been, or are used. Seis BraceÂ® Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com SS-03.22 page 2 SS-SUB-AF778-v02 20230705 AFCONÂ® Seismic Braces Universal Swivel Attachment Fig. AF700 Material Specifications Size Range Brace Member: See Table Anchors: Â½"- Â¾" (M12â€”M18) Material Ductile Iron with Carbon Steel Hardware Finish Plain Electro-Galvanized per ASTM B633 Service A seismic swivel attachment designed to connect a brace member to the building structure or to a seismic structural attachment. The AF700 rigidly braces piping systems subjected to horizontal and vertical seismic loads. Approvals cULus Listed (ANSI/UL 203a) ), FM Approved (FM 1950-13), & FM Tested (FM 1950-16). FM Tested (ANSI/FM 1950-16). Complies with NFPA 13, ASCE 7, IBC, & MSS SP-127 bracing requirements. Features â€¢ The set screw provides a visual indication that proper installation has been achieved â€¢ Eliminates brace member eccentricity by concentrically loading 1" and 1 Â¼" brace pipes Ordering Specify figure number, fastener size, finish and D description. A C X Y B Disclaimer: L ASC Engineered Solutions does not provide any warranties and specifically disclaims any liability whatsoever with respect to ASC bracing products and components that are used in combination with products, parts or systems not manufactured or sold by ASC. In no event shall ASC be liable FIG. AF700 Dimensions and Weight for any incidental, direct, consequential, special or indirect damages or lost profits where non-ASC bracing components A B C D L X Y Weight have been, or are used. In./mm In./mm In./mm In./mm In./mm In./mm In./mm lbs/kgs Seis BraceÂ® Seismic Fire Protection Design Tool may be 1.40 1.983 1.400 1.280 6.40 2.80 1.91 2.25 accessed at www.seisbrace.com 35.56 50.37 35.56 32.51 162.6 71.1 48.5 1.02 Notes: ASC Engineered Solutionsâ„¢ brand bracing components are designed to be compatible ONLY with other ASC Engineered Solutions brand bracing components, resulting in a Listed seismic bracing assembly. Updated UL listing information may be viewed at www.ul.com and updated FM approval information may be viewed at www.approvalguide.com. PROJECT INFORMATION APPROVAL STAMP Project: Seattle Galvanizing Company Approved Address: 18520 67th Ave NE, Arlington, WA 98223 Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: September 5, 2023 Notes 1: Notes 2: SS-05.21 page 1 SS-SUB-AF700-v02 20220408 AFCONÂ® Seismic Braces Universal Swivel Attachment Fig. AF700 FIG. AF700 cULus Listing per ANSI/UL 203a (ASD) Horizontal Load Rating at Brace Angle Brace Member Fastener Size 30Â°- 44Â° 45Â°- 59Â° 60Â°- 90Â° Listed 1" â€“ 2" Â½"- Â¾" 942 lbf 1333 lbf 1632 lbf 1885 lbf Sch 40 Pipe (M12-M18) (4.19 kN) (5.93 kN) (7.26 kN) (8.38 kN) (DN25 â€“ DN50) 1) Load ratings may apply to NPFA 13 fastener orientations A, B, C, D, E, F, G, H, or I. 2) Brace Angles are determined from Vertical. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. 4) See table below for listed brace members. 5) Minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3. NFPA 13 Orientations A, B, or C FIG. AF700 FM Approved (Listing) per FM 1950-13 (ASD) Horizontal Load Rating at Brace Angle Brace Member Fastener Size 30Â°-44Â° 45Â°-59Â° 60Â°-74Â° 74Â°-90Â° 1" â€“ 2" Â½"- Â¾" 1780 lbf 2510 lbf 3080 lbf 3440 lbf Sch 40 Pipe (M12-M18) (7.92 kN) (11.17 kN) (13.70 kN) (15.30 kN) (DN25 â€“ DN50) 1) Load ratings may apply to NPFA 13 fastener orientations A, B, C, D, E, F, G, H, or I. 2) Brace Angles are determined from Vertical. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. 4) See table below for listed brace members. 5) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3. To convert the load ratings above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.2.3, multiply load ratings by a factor of 0.68. 6) To convert to LRFD Load Ratings, ASD Load Ratings may be multiplied by a factor of 1.5. NFPA 13 Orientations D, E, or F FIG. AF700 FM Listed, Approved & Tested Brace Members Brace Member Brace Size Standard (or Equivalent) UL FM Sch. 40 NPS Pipe 1", 1Â¼", 1Â½", 2" ASTM A53, A106,A135, or A795 ïƒ¼ ïƒ¼ DN25 KS S 3562 ïƒ¼ ïƒ¼ Sch. 40 Metric Pipe DN32 EN10255H ïƒ¼ DN40 GB/T 3091 ïƒ¼ Metric Pipe DN50 JIS G3454 ïƒ¼ FIG AF700 Horizontal Prying Factors (Pr) Per NFPA 13: Angles (Deg) Fastener Orientation A B C D E F G H I NFPA 13 Orientations G, H, or I Brace Angle 30Â°-44Â° 45Â°-59Â° 60Â°-90Â° 30Â°-44Â° 45Â°-59Â° 60Â°-90Â° 30Â°-44Â° 45Â°-59Â° 60Â°-90Â° AF700 2.55 1.09 0.91 1.41 1.45 2.00 1.83 1.29 1.06 AF700 w/ Metal Deck1 2.55 1.09 1.14 â€“ â€“ â€“ â€“ â€“ â€“ AF700 w/ Metal Deck2 2.75 1.11 1.14 â€“ â€“ â€“ â€“ â€“ â€“ 1) Prying factors reflect the baseplate â€œBâ€ dimension overhanging the edge of the metal deck. Used for DeWalt anchor loads. 2) Prying factors reflect the baseplate â€œAâ€ or â€œBâ€ dimension overhanging the edge of the metal deck. Used for asc-es.com NFPA & Hilti anchor loads. 3) Prying Factors calculated in accordance with NFPA 13-2019 Section A.18.5.12.2. SS-05.21 page 2 SS-SUB-AF700-v02 20220408 AFCONÂ® Seismic Braces Universal Swivel Attachment Fig. AF700 Method 1 â€“ Connection to Brace Member First 1 Slide the brace member over the lower jaw until it contacts the back wall. 2 Hand tighten the set screw until it contacts the brace member. Continue to torque the set screw until the head breaks off. 3 Rotate the brace assembly up to the fastener or the related seismic structural attachment and connect through the mounting hole. 4 Tighten per the fastener or structural attachment specifications. 5 Ensure the brace angle is within the range specified. Notes: The cross bolt should be hand tight. For visual inspection, at least one thread should be exposed. Method 2 â€“ Connection to Structure First 1 Connect the AF700 to the fastener or the related seismic structural attachment. 2 Tighten per the fastener or structural attachment specifications. 3 Slide the brace member over the lower jaw until it contacts the back wall. 4 Hand tighten the set screw until it contacts the brace member. Continue to torque the set screw until the head breaks off. 5 Rotate the brace member until the brace angle is within the specified range. Notes: The cross bolt should be hand tight. For visual inspection, at least one thread should be exposed.. Structural Attachments, Anchors, & Fasteners Listed, Approved, & Tested with the AF700 Structural Attachment Structure AF085 Steel Joist (Top Chord) AF086 Horizontal Steel Flange (I-Beam Bottom Flange) AF772 Horizontal Steel Flange (I-Beam Bottom Flange) Horizontal Steel Flange (I-Beam Top or Bottom Flange) AF778 C-Channel (Top or Bottom Flange) Vertical Flange of a Joist (Top Chord) All Structures with the Applicable AF779 Approved Anchor or Fastener DeWalt Cracked Concrete Power-StudÂ®+ SD1 Cracked Concrete Filled Metal Deck DeWalt Cracked Concrete Power-StudÂ®+ SD2 Cracked Concrete Filled Metal Deck DeWalt Â® Cracked Concrete Wood-Knocker II+ DeWalt Bang-ItÂ®+ Cracked Concrete Filled Metal Deck DeWalt DDI+â„¢ Cracked Concrete Filled Metal Deck Cracked Concrete Cracked Concrete Filled Metal Deck Anchors & Fasteners asc-es.com Steel Per NFPA 13 Wood Saw Lumber or Glue-Laminated Timbers SS-05.21 page 3 SS-SUB-AF700-v02 20220408 AFCONÂ® Seismic Braces Model K Lateral Sway Brace Fig. AF035 Material Specifications Size Range: Service Pipe Size: 1" â€“ 12" Brace Member: 1" â€“ 2" Material Ductile Iron Casting with Carbon Steel Strap and Hardware Finish Plain Electro-Galvanized Service A seismic lateral brace designed to connect a brace member to the service pipe. The AF035 rigidly braces steel and CPVC piping systems subjected to horizontal and vertical seismic loads. Approvals cULus Listed (ANSI/UL 203a) and FM Approved (FM 1950-13). Complies with NFPA 13, ASCE 7, IBC, & MSS SP-127 bracing requirements. Features â€¢ The set screw provides a visual indication that proper installation has been achieved â€¢ Rounded edge design eliminates potential for abrasion of CPVC pipe Patents No. 7,516,922, No. 7,523,895 Ordering Specify figure number, service pipe size, brace size, finish, and description. 1" (DN25) to 3" (DN80) Service Pipe 4" (DN100) to 12" Service Pipe PROJECT INFORMATION APPROVAL STAMP Project: Seattle Galvanizing Company Approved Address: 18520 67th Ave NE, Arlington, WA 98223 Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: September 5, 2023 Notes 1: Notes 2: SS-04.21 page 1 SS-SUB-AF035-v03 20220408 AFCONÂ® Seismic Braces Model K Lateral Sway Brace Fig. AF035 FIG. AF035: Weight Per Size Brace Member Size Service Pipe Size 1" (DN25) 1Â¼"(DN32) 1Â½" (DN40) 2" (DN50) 1 1.60 lbs 1.80 lbs 2.00 lbs 2.28 lbs (DN25) 1Â¼" (DN32) 1.68 lbs 1.88 lbs 2.08 lbs 2.36 lbs 1Â½" (DN40) 1.64 lbs 1.84 lbs 2.04 lbs 2.32 lbs 2" 1.88 lbs 2.08 lbs 2.28 lbs 2.56 lbs (DN50) 2Â½" 1.90 lbs 2.10 lbs 2.30 lbs 2.58 lbs DN65 2.00 lbs 2.20 lbs 2.40 lbs 2.68 lbs 3" 2.10 lbs 2.30 lbs 2.50 lbs 2.78 lbs (DN80) 4" 2.18 lbs 3.38 lbs 3.58 lbs 3.76 lbs (DN100) 5" 3.40 lbs 3.60 lbs 3.80 lbs 4.08 lbs (DN125) DN150 3.80 lbs 4.00 lbs 4.20 lbs 4.48 lbs 6" 3.90 lbs 4.10 lbs 4.30 lbs 4.58 lbs DN200 4.70 lbs 4.90 lbs 5.10 lbs 5.38 lbs 8" 4.80 lbs 5.00 lbs 5.20 lbs 5.48 lbs 10" 5.60 lbs 5.80 lbs 6.00 lbs 6.28 lbs 12" 6.16 lbs 6.36 lbs 6.56 lbs 6.84 lbs asc-es.com SS-04.21 page 2 SS-SUB-AF035-v03 20220408 AFCONÂ® Seismic Braces Model K Lateral Sway Brace Fig. AF035 FIG. AF035 cULus Listing per ANSI/UL 203a (ASD) Standard Speicalty Horizontal Load Rating at Brace Angle Service Pipe Size Service Service 30Â°-44Â° 45Â°-59Â° 60Â°-90Â° Listed Pipe Pipe lbf/kN lbf/kN lbf/kN lbf/kN Sch. 10 Mega-Thread 1" Sch. 40 MLT / GL (DN25) CPVC Eddy Thread Metric Pipe EZ-Thread Mega-Flow Sch. 10 MLT / GL 1Â¼" Sch. 40 Mega-Thread (DN32) CPVC Eddy Flow Metric Pipe Eddy Thread EZ-Thread Mega-Flow Lateral Application MLT / GL Sch. 10 Mega-Thread 1Â½" Sch. 40 (DN40) CPVC Eddy Flow Eddy Thread Metric Pipe EZ-Thread Fire-Flo 625 884 1082 1250 2.78 3.93 4.81 5.56 Mega-Flow MLT / GL Sch. 10 Mega-Thread 2" Sch. 40 Eddy Flow (DN50) CPVC Eddy Thread Metric Pipe EZ-Thread Fire-Flo Sch. 10 Mega-Flow 2Â½" Sch. 40 Eddy Flow CPVC Fire-Flo DN65 Metric Pipe â€“ Lateral Application Sch. 10 Mega-Flow 3" Sch. 40 Eddy Flow (DN80) CPVC Fire-Flo Metric Pipe Sch. 10 Mega-Flow 4" Sch. 40 Eddy Flow (DN100) Metric Pipe Fire-Flo Sch. 10 5" Sch. 40 â€“ (DN125) Metric Pipe DN150 Metric Pipe â€“ 942 1333 1632 1885 4.19 5.93 7.26 8.38 Sch. 10 6" Mega-Flow Sch. 40 DN200 Metric Pipe â€“ 0.188" wall 8" â€“ Sch. 40 Riser Application 0.188" wall 10" â€“ Sch. 40 0.188" wall 1125 1591 1948 2250 12" â€“ Sch. 40 5.00 7.08 8.67 10.01 1) Brace Angles are determined from Vertical. 2) Sch. 10 & 0.188" Wall Load Ratings may be used for any thicker wall pipe of the same diameter. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. 4) See table below for UL listed specialty pipes & UL Listed metric service pipes. asc-es.com 5) Load Ratings reflect 1" (DN25) â€“ 2" (DN50) brace members. See table below for listed brace members. 6) Minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3. SS-04.21 page 3 SS-SUB-AF035-v03 20220408 AFCONÂ® Seismic Braces Model K Lateral Sway Brace Fig. AF035 FIG. AF035 cULus Listing Per UL 203a (ASD) For NFPA 13-2016 Editions Or Earlier ULâ€™s current Listings are predicated on installation in accordance with the latest edition of NFPA 13. The 2016 and earlier editions of NFPA 13 referenced a minimum safety factor of 1.5 for the load rating as compared to 2.2 for the current edition. The load ratings noted in this table are consistent with the historical cULus Listings that were evaluated to the requirements of UL 203A, Outline of Investigation for Sway Brace Devices for Fire Sprinkler System Piping, based upon a minimum safety factor of 1.5 in accordance with the earlier editions of NFPA 13. The load ratings based upon the 2016 or earlier editions of NFPA 13 should only be used where approved by the Authority Having Jurisdiction (AHJ). Horizontal Load Rating at Brace Angle Standard Speicalty Service Pipe Size Service Service 30Â°-44Â° 45Â°-59Â° 60Â°-74Â° 75Â°-90Â° Pipe Pipe lbf/kN lbf/kN lbf/kN lbf/kN Mega-Thread Sch. 10 1" MLT / GL Sch. 40 (DN25) Eddy Thread Metric Pipe EZ-Thread Mega-Flow Lateral Application MLT / GL Sch. 10 1Â¼" Mega-Thread (DN32) Sch. 40 Eddy Flow Metric Pipe Eddy Thread EZ-Thread Mega-Flow MLT / GL Sch. 10 Mega-Thread 1Â½" (DN40) Sch. 40 Eddy Flow Metric Pipe Eddy Thread EZ-Thread Fire-Flo Mega-Flow MLT / GL Sch. 10 Mega-Thread 2" Sch. 40 Eddy Flow (DN50) Metric Pipe Eddy Thread EZ-Thread Lateral Application Fire-Flo 1382 1955 2393 2765 Sch. 10 Mega-Flow 6.15 8.70 10.65 15.52 2Â½" Sch. 40 Eddy Flow Metric Pipe Fire-Flo DN65 Metric Pipe â€“ Sch. 10 Mega-Flow 3" Sch. 40 Eddy Flow (DN80) Metric Pipe Fire-Flo Sch. 10 Mega-Flow 4" Sch. 40 Eddy Flow (DN100) Metric Pipe Fire-Flo Sch. 10 5" Sch. 40 â€“ (DN125) Metric Pipe DN150 Metric Pipe â€“ Sch. 10 6" Mega-Flow Sch. 40 DN200 Metric Pipe â€“ Riser Application 0.188" Wall 8" â€“ Sch. 40 0.188" Wall 10" â€“ Sch. 40 0.188" Wall 1870 2644 3238 3740 12" â€“ Sch. 40 8.32 11.77 14.40 16.64 1) Brace Angles are determined from Vertical. 2) Sch. 10 & 0.188â€ Wall Load Ratings may be used for any thicker wall pipe of the same diameter. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2016 Section A.9.3.5.2.3. asc-es.com 4) See table below for UL listed specialty pipes & UL Listed metric service pipes. 5) Load Ratings reflect 1" (DN25) â€“ 2" (DN50) brace members. See table below for listed brace members. 6) Minimum safety factor of 2.2 in accordance with NFPA 13-2016 Section A.9.3.5.2.3. SS-03.22 page 4 SS-SUB-AF035-v03 20220408 AFCONÂ® Seismic Braces Model K Lateral Sway Brace Fig. AF035 FIG. AF035 FM Approved (Listing) per FM 1950-13 (ASD) Horizontal Load Rating at Brace Angle Standard Speicalty Service Service Service Pipe Size 30Â°-44Â° 45Â°-59Â° 60Â°-74Â° 75Â°-90Â° Pipe Pipe lbf/kN lbf/kN lbf/kN lbf/kN Mega-Thread Sch. 10 1" MLT / GL Sch. 40 (DN25) Eddy Thread Metric Pipe EZ-Thread 1660 2350 2880 3210 Mega-Flow 7.38 10.45 12.81 14.28 MLT / GL Sch. 10 1Â¼" Mega-Thread (DN32) Sch. 40 Eddy Flow Metric Pipe Eddy Thread EZ-Thread Lateral Application Mega-Flow MLT / GL Sch. 10 Mega-Thread 1Â½" (DN40) Sch. 40 Eddy Flow Metric Pipe Eddy Thread EZ-Thread Fire-Flo 1540 2170 2660 2970 6.85 9.65 11.83 13.21 Mega-Flow MLT / GL Sch. 10 Mega-Thread 2" Sch. 40 Eddy Flow (DN50) Metric Pipe Eddy Thread EZ-Thread Fire-Flo Mega-Flow Sch. 10 2Â½" Eddy Flow Sch. 40 Lateral Application Fire-Flo DN65 Metric Pipe â€“ 1270 1790 2200 2450 5.65 7.96 9.79 10.90 Sch. 10 Mega-Flow 3" Sch. 40 Eddy Flow (DN80) Metric Pipe Fire-Flo Sch. 10 Mega-Flow 4" 1020 1450 1770 1980 Sch. 40 Eddy Flow (DN100) 4.54 6.45 7.87 8.81 Metric Pipe Fire-Flo Sch. 10 5" Sch. 40 â€“ (DN125) Metric Pipe 860 1220 1490 1660 DN150 Metric Pipe â€“ 3.83 5.43 6.63 7.38 Sch. 10 6" Mega-Flow Sch. 40 Riser Application DN200 Metric Pipe â€“ 540 770 950 1060 0.188" Wall 2.40 3.43 4.23 4.72 8" â€“ Sch. 40 1) Brace Angles are determined from Vertical. 2) Sch. 10 & 0.188â€ Wall Load Ratings may be used for any thicker wall pipe of the same diameter. 3) See table below for FM listed specialty pipes & FM Listed metric service pipes. 4) Load Ratings reflect 1â€ (DN25) â€“ 2â€ (DN50) brace members. See table below for listed brace members. 5) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3. To convert the load ratings asc-es.com above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.2.3, multiply load ratings by a factor of 0.68. 5) To convert to LRFD Load Ratings, ASD Load Ratings may be multiplied by a factor of 1.5. SS-04.21 page 5 SS-SUB-AF035-v03 20220408 AFCONÂ® Seismic Braces - Installation Model K Lateral Sway Brace Fig. AF035 1 Place the AF035 over the service pipe to be braced. 2 Insert the brace member through the cast hoop ends. The end of the brace pipe shall extend at least 1" (25.4 mm) past the cast hoop ends. 3 Hand tighten the set screws until they contact the brace member. Continue to torque the set screws until the heads bottom out on the cast hoop ends. 4 Tighten per the fastener or structural attachment specifications. 5 Ensure the brace angle is within the specified range. Notes: The brace member may be installed above or below the service pipe. 1" Min. Set Screw Installation FIG. AF035 cULus Listed & FM Approved Brace Members Brace Member Brace Size Standard (or Equivalent) UL FM Sch. 40 NPS Pipe 1", 1Â¼", 1Â½", 2" ASTM A53, A106, A135, or A795 ïƒ¼ ïƒ¼ KS S 3562 ïƒ¼ ïƒ¼ Sch. 40 Metric Pipe DN25 EN10255H ïƒ¼ DN32 DN40 GB/T 3091 ïƒ¼ DN50 Metric Pipe JIS G3454 ïƒ¼ FIG. AF035 cULus Listed & FM Approved Metric Service Pipes Service Pipe Standard (or Equivalent) Service Pipe Size UL FM KS D 3507 ïƒ¼ ïƒ¼ KS D 3537 DN25 KS D 3562 DN32 ïƒ¼ ïƒ¼ Sch. 40 DN40 GB/T 3091 DN50 ïƒ¼ GB/T 3092 DN65 DN80 JIS G3452 ïƒ¼ DN100 DN125 EN 10255M ïƒ¼ DN150 DN200 EN 10255H ïƒ¼ Notes: ASC Engineered Solutionsâ„¢ brand bracing components are designed to be compatible ONLY with other ASC Engineered Solutions brand bracing components, resulting in a Listed seismic bracing assembly. Updated UL listing information may be viewed at www.ul.com and updated FM approval information may be viewed at www.approvalguide.com. Disclaimer: asc-es.com ASC Engineered Solutions does not provide any warranties and specifically disclaims any liability whatsoever with respect to ASC bracing products and components that are used in combination with products, parts or systems not manufactured or sold by ASC. In no event shall ASC be liable for any incidental, direct, consequential, special or indirect damages or lost profits where non-ASC bracing components have been, or are used. Seis BraceÂ® Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com SS-04.21 page 6 SS-SUB-AF035-v03 20220408 AFCONÂ® Seismic Braces Longitudinal & Lateral Seismic Clamp Fig. AF730 Material Specifications Size Range Service Pipe Size: 1" - 12", DN25-DN100 Material Carbon Steel Clamp and Hardware. Ductile Iron Brace Member Attachment Fitting. Finish Plain Clamp: Hot Dipped Galvanized per ASTM A153 Brace Member Attachment Fitting: Electro-Galvanized per ASTM B633 A Service A seismic longitudinal and lateral brace clamp designed to connect a piping system to a brace member. The AF730 rigidly braces piping systems B subjected to horizontal and vertical seismic loads. Y Approvals cULus Listed (ANSI/UL 203a) and FM Approved (FM 1950-13). FM Tested (ANSI/FM 1950-16). Complies with NFPA 13, ASCE 7, IBC, & MSS FIG. AF730 Dimensions and Weight SP-127 bracing requirements. A B Y Weight Size Features In./mm In./mm In./mm lbs/kgs â€¢ Torque off set screw and nuts provide a visual 1" (DN25) 7.6 193 2.49 1.13 indication that the desired installation torque values have been achieved. 1Â½" (DN32) 8.0 203 2.55 1.13 Ordering 1Â½" (DN40) 8.2 208 2.64 1.20 Specify figure number, service pipe size, finish, 2" (DN50) 8.7 221 2.78 1.26 and description. 2Â½" 9.2 234 2.92 1.32 Disclaimer: ASC Engineered Solutions does not provide any warranties 3" (DN80) 9.8 249 3.13 1.42 and specifically disclaims any liability whatsoever with 1.50 38.1 1.91 48.5 respect to ASC bracing products and components that 4" (DN100) 10.8 274 3.38 1.53 are used in combination with products, parts or systems not manufactured or sold by ASC. In no event shall ASC 5" 12.1 307 3.81 1.73 be liable for any incidental, direct, consequential, special or indirect damages or lost profits where non-ASC bracing 6" 13.2 335 4.12 1.87 components have been, or are used. Seis BraceÂ® Seismic Fire Protection Design Tool may be 8" 15.2 386 6.40 2.90 accessed at www.seisbrace.com 10" 18.1 460 7.60 3.45 12" 20.1 511 8.60 3.90 Notes: ASC Engineered Solutionsâ„¢ brand bracing components are designed to be compatible ONLY with other ASC Engineered Solutions brand bracing components, resulting in a Listed seismic bracing assembly. Updated UL listing information may be viewed at www.ul.com and updated FM approval information may be viewed at www.approvalguide.com. PROJECT INFORMATION APPROVAL STAMP Project: Seattle Galvanizing Company Approved Address: 18520 67th Ave NE, Arlington, WA 98223 Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: September 5, 2023 Notes 1: Notes 2: SS-07.20 page 1 SS-SUB-AF730-v04 20221228 AFCONÂ® Seismic Braces Longitudinal & Lateral Seismic Clamp Fig. AF730 FIG. AF730 cULus Listing per ANSI/UL 203a (ASD) Horizontal Load Rating at Brace Angle Service Standard Specialty Longitudinal Load Rating Lateral Load Rating Pipe Service Service Size Pipe Pipe 30Ëš-44Ëš 45Ëš-59Ëš 60Ëš-90Ëš Listed 30Ëš-44Ëš 45Ëš-59Ëš 60Ëš-90Ëš Listed lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN Mega-Thread Sch. 10 1" MLT / GL 340 480 588 680 340 480 588 680 Sch. 40 (DN25) Eddy Thread 1.51 2.14 2.62 3.02 1.51 2.14 2.62 3.02 Metric Pipe EZ-Thread Mega-Flow MLT / GL Sch. 10 1Â¼" Mega-Thread Sch. 40 (DN32) Eddy Flow Longitudinal Application Metric Pipe Eddy Thread EZ-Thread Mega-Flow MLT / GL Sch. 10 Mega-Thread 1Â½" Sch. 40 Eddy Flow 375 530 649 750 375 530 649 750 (DN40) Metric Pipe Eddy Thread 1.67 2.36 2.89 3.34 1.67 2.36 2.89 3.34 Fire-Flo EZ-Thread Mega-Flow MLT / GL Sch. 10 Mega-Thread 2" Sch. 40 Eddy Flow (DN50) Metric Pipe Eddy Thread Fire-Flo EZ-Thread Mega-Flow Sch. 10 Eddy Flow 2Â½" Sch. 40 Fire-Flo Lateral Application 545 770 943 1090 545 770 943 1090 2.42 3.43 4.19 4.85 2.42 3.43 4.19 4.85 Sch. 10 Mega-Flow 3" Sch. 40 Eddy Flow (DN80) Metric Pipe Fire-Flo Sch. 10 Mega-Flow 4" Sch. 40 Eddy Flow (DN100) Metric Pipe Fire-Flo Sch. 10 5" â€“ Sch. 40 Sch. 10 942 1333 1632 1885 942 1333 1632 1885 6" Mega-Flow Sch. 40 4.19 5.93 7.26 8.38 4.19 5.93 7.26 8.38 Sch. 10 8" 0.188" Wall â€“ Riser Application Sch. 40 0.188" Wall 10" â€“ Sch. 40 Brace Angles are determined from Vertical. Sch. 10 & 0.188" Wall Load Ratings may be used for any thicker wall pipe of the same diameter. Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. See table on page 4 for UL listed specialty pipes & UL Listed metric service pipes. asc-es.com See table on page 4 for UL listed brace members. Load ratings include a minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3. All load ratings may be used for NFPA 13-2016 designs. SS-07.20 page 2 SS-SUB-AF730-v04 20221228 AFCONÂ® Seismic Braces Longitudinal & Lateral Seismic Clamp Fig. AF730 FIG. AF730 FM Approved (Listing) per FM 1950-13 (ASD) Horizontal Load Rating at Brace Angle Service Standard Specialty Longitudinal Load Rating Lateral Load Rating Pipe Service Service Size Pipe Pipe 30Ëš-44Ëš 45Ëš-59Ëš 60Ëš-74Ëš 75Ëš-90Ëš 30Ëš-44Ëš 45Ëš-59Ëš 60Ëš-74Ëš 75Ëš-90Ëš lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN lbf/kN Sch. 10 Mega-Thread 1" Sch. 40 MLT / GL 550 640 670 740 1740 2460 3010 3360 (DN25) Metric Pipe Eddy Thread 2.24 2.84 2.98 3.29 7.74 10.94 13.39 14.95 EZ-Thread Mega-Flow Sch. 10 MLT / GL 1Â¼" Sch. 40 Mega-Thread 740 680 820 1620 1430 2020 2480 2770 (DN32) Metric Pipe Eddy Flow 3.29 3.02 3.65 7.21 6.36 8.99 11.03 12.32 Eddy Thread Longitudinal Application EZ-Thread Mega-Flow MLT / GL Sch. 10 Mega-Thread 1Â½" Sch. 40 800 650 790 1800 1790 2530 3100 3460 Eddy Flow (DN40) Metric Pipe 3.56 2.89 3.51 8.01 7.96 11.25 13.79 15.39 Eddy Thread Fire-Flo EZ-Thread Mega-Flow MLT / GL Sch. 10 Mega-Thread 2" Sch. 40 830 990 1190 1620 1820 2580 3160 3530 Eddy Flow (DN50) Metric Pipe 3.69 4.4 5.29 7.21 8.1 11.48 14.06 15.7 Eddy Thread Fire-Flo EZ-Thread Mega-Flow Sch. 10 800 700 850 1930 1610 2280 2790 3120 2Â½" Eddy Flow Sch. 40 3.65 3.11 3.78 8.59 7.16 10.14 12.41 13.88 Fire-Flo Sch. 10 Lateral Application Mega-Flow 3" Sch. 40 960 1330 1540 1700 1550 2200 2690 3010 Eddy Flow (DN80) Metric Pipe 4.27 5.92 6.85 7.56 6.89 9.79 11.97 13.39 Fire-Flo Sch. 10 Mega-Flow 4" 760 1040 1270 1400 1260 1790 2190 2440 Sch. 40 Eddy Flow (DN100) 3.38 4.63 5.65 6.23 5.6 7.96 9.74 10.85 Metric Pipe Fire-Flo Sch. 10 890 1230 1410 1550 1260 1790 2190 2440 5" â€“ Sch. 40 3.96 5.47 6.27 6.89 5.6 7.96 9.74 10.85 Sch. 10 700 940 1140 1310 950 1340 1640 1830 6" Mega-Flow Sch. 40 3.11 4.18 5.07 5.83 4.23 5.96 7.3 8.14 0.188" Wall 990 1130 1360 1520 1540 2170 2660 2970 8" â€“ Sch. 40 4.4 5.03 6.05 6.76 6.85 9.65 11.82 13.21 Riser Application 0.188" Wall 1020 850 1000 1100 1700 2410 2950 3290 10" â€“ Sch. 40 4.54 3.78 4.45 4.89 7.56 10.72 13.12 14.63 0.188" Wall 970 1010 1220 1430 1690 2390 2930 3270 12" â€“ Sch. 40 4.31 4.49 5.43 6.36 7.52 10.63 13.03 14.55 Brace Angles are determined from Vertical. Sch. 10 & 0.188" Wall Load Ratings may be used for any thicker wall pipe of the same diameter. Load ratings include a minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3. To convert the load ratings above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.2.3, multiply load ratings asc-es.com by a factor of 0.68. To convert to LRFD Load Ratings, ASD Load Ratings may be multiplied by a factor of 1.5. See table on page 4 for FM approved metric service pipes. See table on page 4 for FM approved brace members. SS-07.20 page 3 SS-SUB-AF730-v04 20221228 AFCONÂ® Seismic Braces - Installation Longitudinal & Lateral Seismic Clamp Fig. AF730 Method 1 â€“ Connection to Brace Member First 1 Slide the brace member over the lower jaw until it contacts the back wall of the brace member attachment fitting. 2 Hand tighten the set screw until it contacts the brace member. Continue to torque the set screw until the head breaks off. 3 Rotate the brace assembly to the service pipe. Unbolt the back nut & bolt and rotate the clamp halves over the service pipe. Re-assemble the nut and bolt. 4 Hand tighten the nuts on both sides of the clamp. Evenly and alternately torque the nut until the head breaks off. It is best practice to tighten the nut at the jaw side first. 5 Ensure the brace angle is within the range specified. Method 2 â€“ Connection to Service Pipe First 1 Unbolt the back nut & bolt and rotate the clamp halves over the service pipe. Re-assemble the nut and bolt. 2 Hand tighten the nuts on both sides of the clamp. Evenly and alternately torque the nut until the head breaks off. It is best practice to tighten the nut at the jaw side first. 3 Slide the brace member over the lower jaw until it contacts the back wall of the brace member attachment fitting. 4 Hand tighten the set screw until it contacts the brace member. Continue to torque the set screw until the head breaks off. FIG. AF730 cULus Listed & FM Approved Brace Members Brace Member Sizes Standards (or Equivalent) UL Listed FM Approved Sch. 40 ASTM A53, A106, A135, or NPS Pipe 1", 1Â¼", 1Â½", 2" A795 3 3 Sch. 40 Metric Pipe KS D 3562 3 3 EN10255H 3 DN25, DN32, DN40, DN50 Metric Pipe GB/T 3091 3 JIS G3454 3 FIG. AF730 cULus Listed & FM Approved Metric Service Pipes Brace Member Service Pipe Sizes UL Listed FM Approved KS D 3507 3 3 KS D 3537 KS D 3562 3 3 Sch. 40 GB/T 3091 3 GB/T 3092 DN25, DN32, DN40, DN50, DN 80, DN100 JIS G3452 3 EN 10255M asc-es.com EN 10255H SS-07.20 page 4 SS-SUB-AF730-v04 20221228 CALCULATION SUMMARY Project Name : SEATTLE GALVANIZING PLANT Project Location: 18520 67th Ave N.E. Contract No. : City: Arlington, WA 98223 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ftÂ²) (gpm) (psi) (gpm/ftÂ²) (psi) (gpm) # (gpm) (psi) OH2 OVER STROAGE Required 1 Demand (HW) AND OH1 OVER 1950 794.9 0.2 8.5 23.3 19 250 9.8 68.8 PROCESS AREAS File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - Date 4/17/2025 review response\Arlington Galvinizing Plant.dwg Page 1 Copyright Â© 2002-2012 Tyco Fire Protection Products HYDRAULIC CALCULATIONS for Job Information Project Name : SEATTLE GALVANIZING PLANT Contract No. : City: Arlington, WA 98223 Project Location: 18520 67th Ave N.E. Date: 5/13/2016 Contractor Information Name of Contractor: Burns Fire Protection, Inc Address: P.O.B. 1110 City: Granite Falls, Wa 98252 Phone Number: E-mail: Name of Designer: D. Yates Authority Having Jurisdiction: Arlington Design Remote Area Name 1 Remote Area Location SW CORNER Occupancy Classification OH2 OVER STROAGE AND OH1 OVER PROCESS AREAS Density (gpm/ftÂ²) 0.2 Area of Application (ftÂ²) 1950 Coverage per Sprinkler (ftÂ²) 116.7 Number of Calculated Sprinklers 19 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 250 Total Water Required (incl. Hose Streams) (gpm) 794.9 Required Pressure at Source (psi) 68.8 Type of System Dry Volume - Downstream DPV (gal) 1165.2 gal Water Supply Information Date 8/31/2023 Location 67th ave NE Source W1 Notes File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 2 Job : SEATTLE GALVANIZING PLANT Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (Optimized Hydraulic Simplified) File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 3 Job : SEATTLE GALVANIZING PLANT Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ftÂ³) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lbÂ·s/ftÂ²) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow (gpm) Pressure (psi) 0 79 5000 66 Supply Analysis Residual Available Static Pressure Flow Total Demand Required Pressure Node at Source Pressure Pressure (psi) (gpm) (gpm) (psi) (psi) (psi) W1 79 66 5000 78.6 794.9 68.8 Hoses Inside Hose Flow / Standpipe Demand (gpm) 0 Outside Hose Flow (gpm) 250 Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 Total Hose Flow (gpm) 250 Sprinklers Ovehead Sprinkler Flow (gpm) 544.9 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 544.9 Other Required Margin of Safety (%) 10 W1 - Pressure (psi) 68.8 W1 - Flow (gpm) 794.9 Demand w/o System Pump(s) N/A File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 4 Job : SEATTLE GALVANIZING PLANT Hydraulic Analysis for : 1 Supply Supply; Safety Pressure System Demand Available At Source 100 90 78.6 psi @ 794.9 gpm S1 80 D2 70 S2 63.493 60 50 Pressure, psi 40 30 20 D1 10 0 0 1500 2000 2500 3000 3500 4000 4500 5000 5500 Flow, gpm File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - Date 4/17/2025 review response\Arlington Galvinizing Plant.dwg Page 5 Copyright Â© 2002-2012 Tyco Fire Protection Products Job : SEATTLE GALVANIZING PLANT Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point #1 - Static 0 79 S2 Supply point #2 - Residual 5000 66 D1 Elevation Pressure 0 13.6 D2 System Demand 794.9 68.8 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 78.5 867.9 9.8 794.9 Supply; Safety Pressure 70.7 809.9 2 794.9 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ftÂ²) (gpm/psiÂ½) (gpm/ftÂ²) (gpm) (psi) (gpm/ftÂ²) (gpm) (psi) Overhead 101 116.7 8 0.2 23.3 8.5 0.2 23.4 8.5 Sprinkler Overhead 102 116.7 8 0.2 23.3 8.5 0.212 24.7 9.5 Sprinkler Overhead 103 116.7 8 0.2 23.3 8.5 0.23 26.8 11.2 Sprinkler Overhead 104 116.7 8 0.2 23.3 8.5 0.255 29.8 13.9 Sprinkler Overhead 105 116.7 8 0.2 23.3 8.5 0.29 33.9 17.9 Sprinkler Overhead 106 116.7 8 0.2 23.3 8.5 0.2 23.3 8.5 Sprinkler Overhead 107 116.7 8 0.2 23.3 8.5 0.211 24.7 9.5 Sprinkler Overhead 108 116.7 8 0.2 23.3 8.5 0.229 26.8 11.2 Sprinkler Overhead 109 116.7 8 0.2 23.3 8.5 0.255 29.8 13.9 Sprinkler Overhead 110 116.7 8 0.2 23.3 8.5 0.29 33.8 17.9 Sprinkler Overhead 111 116.7 8 0.2 23.3 8.5 0.2 23.3 8.5 Sprinkler Overhead 112 116.7 8 0.2 23.3 8.5 0.211 24.7 9.5 Sprinkler Overhead 113 116.7 8 0.2 23.3 8.5 0.229 26.8 11.2 Sprinkler File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 6 Overhead 114 116.7 8 0.2 23.3 8.5 0.255 29.8 13.9 Sprinkler Overhead 115 116.7 8 0.2 23.3 8.5 0.29 33.8 17.9 Sprinkler Overhead 116 116.7 8 0.2 23.3 8.5 0.254 29.7 13.8 Sprinkler Overhead 117 116.7 8 0.2 23.3 8.5 0.265 30.9 14.9 Sprinkler Overhead 118 116.7 8 0.2 23.3 8.5 0.282 32.9 16.9 Sprinkler Overhead 119 116.7 8 0.2 23.3 8.5 0.309 36.1 20.3 Sprinkler File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 7 Job : SEATTLE GALVANIZING PLANT Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm ftÂ² psi psi gpm/psiÂ½ ft gpm gpm/ftÂ² psi gpm 111 Overhead Sprinkler 8 23.3 116.7 8.5 8.5 28.35 HEAD Open 0 0.2 -13.6 23.3 106 Overhead Sprinkler 8 23.3 116.7 8.5 8.5 28.35 HEAD Open 0 0.2 -13.6 23.3 101 Overhead Sprinkler 8 23.4 116.7 8.5 8.5 28.35 HEAD Open 0.0 0.2 -13.6 23.3 112 Overhead Sprinkler 8 24.7 116.7 9.5 8.5 26.65 HEAD Open 1.3 0.211 -12.8 23.3 107 Overhead Sprinkler 8 24.7 116.7 9.5 8.5 26.65 HEAD Open 1.3 0.211 -12.8 23.3 102 Overhead Sprinkler 8 24.7 116.7 9.5 8.5 26.65 HEAD Open 1.3 0.212 -12.8 23.3 113 Overhead Sprinkler 8 26.8 116.7 11.2 8.5 24.95 HEAD Open 3.4 0.229 -12.1 23.3 108 Overhead Sprinkler 8 26.8 116.7 11.2 8.5 24.95 HEAD Open 3.4 0.229 -12.1 23.3 103 Overhead Sprinkler 8 26.8 116.7 11.2 8.5 24.95 HEAD Open 3.5 0.23 -12.1 23.3 116 Overhead Sprinkler 8 29.7 116.7 13.8 8.5 26.65 HEAD Open 6.4 0.254 -12.8 23.3 114 Overhead Sprinkler 8 29.8 116.7 13.9 8.5 23.4 HEAD Open 6.4 0.255 -11.4 23.3 109 Overhead Sprinkler 8 29.8 116.7 13.9 8.5 23.4 HEAD Open 6.4 0.255 -11.4 23.3 104 Overhead Sprinkler 8 29.8 116.7 13.9 8.5 23.4 HEAD Open 6.5 0.255 -11.4 23.3 117 Overhead Sprinkler 8 30.9 116.7 14.9 8.5 24.95 HEAD Open 7.6 0.265 -12.1 23.3 118 Overhead Sprinkler 8 32.9 116.7 16.9 8.5 23.4 HEAD Open 9.6 0.282 -11.4 23.3 115 Overhead Sprinkler 8 33.8 116.7 17.9 8.5 21.97 HEAD Open 10.5 0.29 -10.8 23.3 110 Overhead Sprinkler 8 33.8 116.7 17.9 8.5 21.97 HEAD Open 10.5 0.29 -10.8 23.3 105 Overhead Sprinkler 8 33.9 116.7 17.9 8.5 21.97 HEAD Open 10.5 0.29 -10.8 23.3 119 Overhead Sprinkler 8 36.1 116.7 20.3 8.5 21.97 HEAD Open 12.7 0.309 -10.8 23.3 0141 Node 40.3 17.99 NODE -9.1 0140 Node 40.3 17.96 NODE -9.1 0030 Node 40.3 18.01 NODE -9.1 0138 Node 40.4 17.94 NODE -9.1 0096 Node 50.1 18.02 NODE -9.1 0938-O Node 57.9 5.28 NODE -3.6 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 8 Job : SEATTLE GALVANIZING PLANT Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm ftÂ² psi psi gpm/psiÂ½ ft gpm gpm/ftÂ² psi gpm 0938-I Node 59.5 4.14 NODE -3.1 0939-O Node 60.5 2.09 NODE -2.2 0939-I Node 63.7 1.93 NODE -2.1 0940 Node 64.4 0.5 NODE -1.5 H1 Outside Hose 66.2 250 -3 HOSE 0 250 0943 Node 66.3 -3 NODE 0 0944-O Node 67.6 -3 NODE 0 0944-I Node 67.7 -3 NODE 0 0945 Node 68.3 -3 NODE 0 W1 Supply 68.8 -794.9 -3 SUPPLY 0 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 9 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 111 28.35 8 23.3 1.5 11.85 100 8.5 112 26.65 8 23.3 1.728 0 0.0213 0.7 11.85 0.3 112 26.65 8 24.7 1.5 11.85 100 9.5 113 24.95 8 48 1.728 0 0.0809 0.7 11.85 1 113 24.95 8 26.8 1.5 10.81 100 11.2 114 23.4 8 74.8 1.728 0 0.1838 0.7 10.81 2 114 23.4 8 29.8 1.5 9.98 100 13.9 115 21.97 8 104.5 1.728 0 0.342 0.6 9.98 3.4 115 21.97 8 33.8 1.5 1x(tee-Br)=8.05 23.89 100 17.9 0140 17.96 138.4 1.728 1x(90 ell)=4.02 12.07 0.5748 1.7 35.96 20.7 0140 17.96 15.2 4 10 100 40.3 0138 17.94 153.6 4.31 0 0.0081 0.0 10 0.1 0138 17.94 129.6 4 5x(90 ell)=33.29 351.41 100 40.4 0096 18.02 283.2 4.31 33.29 0.0253 0.0 384.7 9.7 0096 18.02 261.7 4 2x(90 ell)=13.32 13.85 100 50.1 0938-O 5.28 544.9 4.31 13.32 0.0849 5.5 27.17 2.3 0938-O 5.28 0 4 1.14 57.9 DPV-1 0938-I 4.14 544.9 0 0 0.9623 0.5 *** 1.14 1.1 0938-I 4.14 0 4 2.04 120 59.5 0939-O 2.09 544.9 4.31 0 0.0606 0.9 2.04 0.1 0939-O 2.09 0 6 0.17 60.5 Ames 0939-I 1.93 544.9 0 0 19.0052 0.1 Deringer 30 0.17 3.2 *** 0939-I 1.93 0 4 1.43 120 63.7 0940 0.5 544.9 4.31 0 0.0606 0.6 1.43 0.1 0940 0.5 0 6 2x(90 ell)=34.91 9.12 140 64.4 0943 -3 544.9 6.4 34.91 0.0066 1.5 44.03 0.3 0943 -3 250 6 104.43 140 66.3 0944-O -3 794.9 6.4 0 0.0134 0 104.43 1.4 0944-O -3 0 6 0.88 67.6 Gate A2360 0944-I -3 794.9 0 0 0.1128 0 *** 0.88 0.1 0944-I -3 0 6 1x(tee-Br)=43.72 1.21 140 67.7 0945 -3 794.9 6.4 43.72 0.0134 0 44.93 0.6 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 10 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0945 -3 0 8 124.91 140 68.3 W1 -3 794.9 8.55 0 0.0033 0 124.91 0.4 W1 68.8 Path No: 2 106 28.35 8 23.3 1.5 11.85 100 8.5 107 26.65 8 23.3 1.728 0 0.0213 0.7 11.85 0.3 107 26.65 8 24.7 1.5 11.85 100 9.5 108 24.95 8 48 1.728 0 0.0809 0.7 11.85 1 108 24.95 8 26.8 1.5 10.81 100 11.2 109 23.4 8 74.8 1.728 0 0.1839 0.7 10.81 2 109 23.4 8 29.8 1.5 9.98 100 13.9 110 21.97 8 104.6 1.728 0 0.3421 0.6 9.98 3.4 110 21.97 8 33.8 1.5 1x(tee-Br)=8.05 23.86 100 17.9 0141 17.99 138.4 1.728 1x(90 ell)=4.02 12.07 0.575 1.7 35.93 20.7 0141 17.99 -15.2 4 10 100 40.3 0030 18.01 123.2 4.31 0 0.0054 0.0 10 0.1 0030 18.01 138.5 4 1x(tee-Br)=16.69 389.77 100 40.3 0096 18.02 261.7 4.31 6x(90 ell)=39.95 56.64 0.0218 0 446.42 9.7 0096 50.1 Path No: 3 101 28.35 8 23.4 1.5 11.85 100 8.5 102 26.65 8 23.4 1.728 0 0.0213 0.7 11.85 0.3 102 26.65 8 24.7 1.5 11.85 100 9.5 103 24.95 8 48.1 1.728 0 0.0811 0.7 11.85 1 103 24.95 8 26.8 1.5 10.81 100 11.2 104 23.4 8 74.9 1.728 0 0.1843 0.7 10.81 2 104 23.4 8 29.8 1.5 9.98 100 13.9 105 21.97 8 104.7 1.728 0 0.3428 0.6 9.98 3.4 105 21.97 8 33.9 1.5 1x(tee-Br)=8.05 23.83 100 17.9 0030 18.01 138.5 1.728 1x(90 ell)=4.02 12.07 0.5761 1.7 35.9 20.7 0030 40.3 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 11 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 116 26.65 8 29.7 1.5 11.85 100 13.8 117 24.95 8 29.7 1.728 0 0.0332 0.7 11.85 0.4 117 24.95 8 30.9 1.5 10.81 100 14.9 118 23.4 8 60.6 1.728 0 0.1245 0.7 10.81 1.3 118 23.4 8 32.9 1.5 9.98 100 16.9 119 21.97 8 93.5 1.728 0 0.2781 0.6 9.98 2.8 119 21.97 8 36.1 1.5 1x(tee-Br)=8.05 23.91 100 20.3 0138 17.94 129.6 1.728 1x(90 ell)=4.02 12.07 0.5089 1.7 35.99 18.3 0138 40.4 Path No: 5 H1 -3 250 6 1x(tee-Br)=43.72 1.76 140 66.2 0943 -3 250 6.4 43.72 0.0016 0 45.48 0.1 0943 66.3 Path No: 6 0141 17.99 0 4 10 100 40.3 0140 17.96 15.2 4.31 0 0.0001 0.0 10 0 0140 40.3 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 18.95 ft/s occurs in the following pipe(s): (0030-105) *** Device pressure loss (gain in the case of pumps) is calculated from the deviceâ€™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:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 12 Job : SEATTLE GALVANIZING PLANT Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 90 85 80 75 70 65 60 55 50 45 40 Pressure, psi 35 30 25 20 15 10 5 0 0 700 1500 2000 2500 3000 3500 4000 4500 5000 Flow, gpm Pressure Loss Function Design Area: 1; BFP Ref.: 1031 (Ames Deringer 30, Size = 6); Inlet Node: 0939-I; Outlet Node: 0939-O 14.62 13.62 12.62 11.62 10.62 9.62 8.62 7.62 6.62 Pressure, psi 5.62 4.62 3.2 psi @ 544.9 gpm 3.62 2.62 1.62 0.62 0 200 400 600 800 1000 1200 14001500 Flow, gpm File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 13 Job : SEATTLE GALVANIZING PLANT Device Graphs Pressure Loss Function Design Area: 1; DPV Ref.: 1030 (DPV-1, Size = 4); Inlet Node: 0938-I; Outlet Node: 0938-O 8.9 7.9 6.9 5.9 4.9 Pressure, psi3.9 2.9 1.9 1.1 psi @ 544.9 gpm 0.9 170 300 400 450 500 550 600 700 800 850 1000 1100 1200 1600 Flow, gpm Pressure Loss Function Design Area: 1; Valve Ref.: 1032 (Gate A2360, Size = 6); Inlet Node: 0944-I; Outlet Node: 0944-O 0.766 Pressure, psi 0.266 0.1 psi @ 794.9 gpm 0 50 100 250 500 2000 3400 4900 54065800 Flow, gpm File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 14 CALCULATION SUMMARY Project Name : SEATTLE GALVANIZING PLANT Project Location: 18520 67th Ave N.E. Contract No. : City: Arlington, WA 98223 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ftÂ²) (gpm) (psi) (gpm/ftÂ²) (psi) (gpm) # (gpm) (psi) Required 2 Demand (HW) OH2 1950 669.6 0.2 18.7 24.2 16 250 12 66.7 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - Date 4/17/2025 review response\Arlington Galvinizing Plant.dwg Page 1 Copyright Â© 2002-2012 Tyco Fire Protection Products HYDRAULIC CALCULATIONS for Job Information Project Name : SEATTLE GALVANIZING PLANT Contract No. : City: Arlington, WA 98223 Project Location: 18520 67th Ave N.E. Date: 5/13/2016 Contractor Information Name of Contractor: Burns Fire Protection, Inc Address: P.O.B. 1110 City: Granite Falls, Wa 98252 Phone Number: E-mail: Name of Designer: D. Yates Authority Having Jurisdiction: Arlington Design Remote Area Name 2 Remote Area Location STORAGE CANOPY Occupancy Classification OH2 Density (gpm/ftÂ²) 0.2 Area of Application (ftÂ²) 1950 Coverage per Sprinkler (ftÂ²) 121 Number of Calculated Sprinklers 16 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 250 Total Water Required (incl. Hose Streams) (gpm) 669.6 Required Pressure at Source (psi) 66.7 Type of System Dry Volume - Downstream DPV (gal) 1165.2 gal Water Supply Information Date 8/31/2023 Location 67th ave NE Source W1 Notes File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 2 Job : SEATTLE GALVANIZING PLANT Node Labels: Off Pipe Labels: Off Diagram for Design Area : 2 (Optimized Hydraulic Simplified) File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 3 Job : SEATTLE GALVANIZING PLANT Hydraulic Analysis for : 2 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ftÂ³) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lbÂ·s/ftÂ²) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow (gpm) Pressure (psi) 0 79 5000 66 Supply Analysis Residual Available Static Pressure Flow Total Demand Required Pressure Node at Source Pressure Pressure (psi) (gpm) (gpm) (psi) (psi) (psi) W1 79 66 5000 78.7 669.6 66.7 Hoses Inside Hose Flow / Standpipe Demand (gpm) 0 Outside Hose Flow (gpm) 250 Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 Total Hose Flow (gpm) 250 Sprinklers Ovehead Sprinkler Flow (gpm) 419.6 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 419.6 Other Required Margin of Safety (%) 10 W1 - Pressure (psi) 66.7 W1 - Flow (gpm) 669.6 Demand w/o System Pump(s) N/A File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 4 Job : SEATTLE GALVANIZING PLANT Hydraulic Analysis for : 2 Supply Supply; Safety Pressure System Demand Available At Source 100 90 78.7 psi @ 669.6 gpm S1 80 70 D2 S2 63.493 60 50 Pressure, psi 40 30 20 D1 10 0 0 1500 2000 2500 3000 3500 4000 4500 5000 5500 Flow, gpm File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - Date 4/17/2025 review response\Arlington Galvinizing Plant.dwg Page 5 Copyright Â© 2002-2012 Tyco Fire Protection Products Job : SEATTLE GALVANIZING PLANT Hydraulic Analysis for : 2 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point #1 - Static 0 79 S2 Supply point #2 - Residual 5000 66 D1 Elevation Pressure 0 9.3 D2 System Demand 669.6 66.7 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 78.6 741.6 12 669.6 Supply; Safety Pressure 70.8 695.1 4.1 669.6 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ftÂ²) (gpm/psiÂ½) (gpm/ftÂ²) (gpm) (psi) (gpm/ftÂ²) (gpm) (psi) Overhead 201 121 5.6 0.2 24.2 18.7 0.228 27.6 24.2 Sprinkler Overhead 202 121 5.6 0.2 24.2 18.7 0.23 27.9 24.8 Sprinkler Overhead 203 121 5.6 0.2 24.2 18.7 0.236 28.5 25.9 Sprinkler Overhead 204 121 5.6 0.2 24.2 18.7 0.22 26.7 22.7 Sprinkler Overhead 205 121 5.6 0.2 24.2 18.7 0.215 26 21.6 Sprinkler Overhead 206 121 5.6 0.2 24.2 18.7 0.212 25.7 21.1 Sprinkler Overhead 207 121 5.6 0.2 24.2 18.7 0.2 24.2 18.7 Sprinkler Overhead 208 121 5.6 0.2 24.2 18.7 0.202 24.5 19.1 Sprinkler Overhead 209 121 5.6 0.2 24.2 18.7 0.208 25.1 20.1 Sprinkler Overhead 210 121 5.6 0.2 24.2 18.7 0.251 30.3 29.3 Sprinkler Overhead 211 121 5.6 0.2 24.2 18.7 0.222 26.8 22.9 Sprinkler Overhead 212 121 5.6 0.2 24.2 18.7 0.216 26.2 21.8 Sprinkler Overhead 213 121 5.6 0.2 24.2 18.7 0.214 25.9 21.3 Sprinkler File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 6 Overhead 214 121 5.6 0.2 24.2 18.7 0.201 24.4 18.9 Sprinkler Overhead 215 121 5.6 0.2 24.2 18.7 0.204 24.7 19.4 Sprinkler Overhead 216 121 5.6 0.2 24.2 18.7 0.209 25.3 20.4 Sprinkler File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 7 Job : SEATTLE GALVANIZING PLANT Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm ftÂ² psi psi gpm/psiÂ½ ft gpm gpm/ftÂ² psi gpm 207 Overhead Sprinkler 5.6 24.2 121 18.7 18.7 18.49 HEAD Open 0 0.2 -9.3 24.2 214 Overhead Sprinkler 5.6 24.4 121 18.9 18.7 18.49 HEAD Open 0.2 0.201 -9.3 24.2 208 Overhead Sprinkler 5.6 24.5 121 19.1 18.7 17.86 HEAD Open 0.3 0.202 -9 24.2 215 Overhead Sprinkler 5.6 24.7 121 19.4 18.7 17.86 HEAD Open 0.5 0.204 -9 24.2 209 Overhead Sprinkler 5.6 25.1 121 20.1 18.7 17.23 HEAD Open 0.9 0.208 -8.8 24.2 216 Overhead Sprinkler 5.6 25.3 121 20.4 18.7 17.23 HEAD Open 1.1 0.209 -8.8 24.2 206 Overhead Sprinkler 5.6 25.7 121 21.1 18.7 18.48 HEAD Open 1.5 0.212 -9.3 24.2 213 Overhead Sprinkler 5.6 25.9 121 21.3 18.7 18.48 HEAD Open 1.7 0.214 -9.3 24.2 205 Overhead Sprinkler 5.6 26 121 21.6 18.7 17.82 HEAD Open 1.8 0.215 -9 24.2 212 Overhead Sprinkler 5.6 26.2 121 21.8 18.7 17.82 HEAD Open 2 0.216 -9 24.2 204 Overhead Sprinkler 5.6 26.7 121 22.7 18.7 17.15 HEAD Open 2.5 0.22 -8.7 24.2 211 Overhead Sprinkler 5.6 26.8 121 22.9 18.7 17.15 HEAD Open 2.6 0.222 -8.7 24.2 201 Overhead Sprinkler 5.6 27.6 121 24.2 18.7 18.49 HEAD Open 3.4 0.228 -9.3 24.2 202 Overhead Sprinkler 5.6 27.9 121 24.8 18.7 17.86 HEAD Open 3.7 0.23 -9 24.2 203 Overhead Sprinkler 5.6 28.5 121 25.9 18.7 17.23 HEAD Open 4.3 0.236 -8.8 24.2 210 Overhead Sprinkler 5.6 30.3 121 29.3 18.7 17.23 HEAD Open 6.1 0.251 -8.8 24.2 0946 Node 23.6 15.79 NODE -8.1 0002 Node 23.9 15.76 NODE -8.1 0011 Node 26.4 15.79 NODE -8.1 0009 Node 26.7 15.75 NODE -8.1 0008 Node 28.2 15.73 NODE -8.1 0916 Node 30.1 15.79 NODE -8.1 0915 Node 30.5 15.75 NODE -8.1 0024 Node 32 15.73 NODE -8.1 0027 Node 45.1 17.75 NODE -9 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 8 Job : SEATTLE GALVANIZING PLANT Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm ftÂ² psi psi gpm/psiÂ½ ft gpm gpm/ftÂ² psi gpm 0031 Node 45.8 19.25 NODE -9.6 0096 Node 50.8 18.02 NODE -9.1 0938-O Node 57.8 5.28 NODE -3.6 0938-I Node 58.9 4.14 NODE -3.1 0939-O Node 59.8 2.09 NODE -2.2 0939-I Node 62.5 1.93 NODE -2.1 0940 Node 63.1 0.5 NODE -1.5 H1 Outside Hose 64.8 250 -3 HOSE 0 250 0943 Node 64.8 -3 NODE 0 0944-O Node 65.9 -3 NODE 0 0944-I Node 66 -3 NODE 0 0945 Node 66.4 -3 NODE 0 W1 Supply 66.7 -669.6 -3 SUPPLY 0 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 9 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 207 18.49 5.6 24.2 1.5 8.52 100 18.7 208 17.86 5.6 24.2 1.728 0 0.0228 0.3 8.52 0.2 208 17.86 5.6 24.5 1.5 8.52 100 19.1 209 17.23 5.6 48.7 1.728 0 0.0831 0.3 8.52 0.7 209 17.23 5.6 25.1 1.5 1x(tee-Br)=8.05 3.62 100 20.1 0946 15.79 73.8 1.728 1x(90 ell)=4.02 12.07 0.1796 0.6 15.7 2.8 0946 15.79 0 2.5 14.17 100 23.6 0002 15.76 73.8 2.705 0 0.0202 0.0 14.17 0.3 0002 15.76 74.3 2.5 1x(90 ell)=4.56 53.94 100 23.9 0008 15.73 148.1 2.705 4.56 0.0735 0.0 58.5 4.3 0008 15.73 157.2 2.5 1x(tee-Br)=11.46 2 100 28.2 0024 15.73 305.3 2.705 11.46 0.2807 0 13.46 3.8 0024 15.73 114.3 2.5 1x(tee-Br)=11.46 11.67 100 32 0027 17.75 419.6 2.705 1x(90 ell)=4.56 16.02 0.5059 -0.9 27.68 14 0027 17.75 -177.2 4 5x(90 ell)=33.29 275.7 100 45.1 0096 18.02 242.4 4.31 33.29 0.0189 -0.1 308.99 5.9 0096 18.02 177.2 4 2x(90 ell)=13.32 13.85 100 50.8 0938-O 5.28 419.6 4.31 13.32 0.0523 5.5 27.17 1.4 0938-O 5.28 0 4 1.14 57.8 DPV-1 0938-I 4.14 419.6 0 0 0.5398 0.5 *** 1.14 0.6 0938-I 4.14 0 4 2.04 120 58.9 0939-O 2.09 419.6 4.31 0 0.0373 0.9 2.04 0.1 0939-O 2.09 0 6 0.17 59.8 Ames 0939-I 1.93 419.6 0 0 15.4044 0.1 Deringer 30 0.17 2.6 *** 0939-I 1.93 0 4 1.43 120 62.5 0940 0.5 419.6 4.31 0 0.0373 0.6 1.43 0.1 0940 0.5 0 6 2x(90 ell)=34.91 9.12 140 63.1 0943 -3 419.6 6.4 34.91 0.0041 1.5 44.03 0.2 0943 -3 250 6 104.43 140 64.8 0944-O -3 669.6 6.4 0 0.0097 0 104.43 1 0944-O -3 0 6 0.88 65.9 Gate A2360 0944-I -3 669.6 0 0 0.1136 0 *** 0.88 0.1 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 10 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0944-I -3 0 6 1x(tee-Br)=43.72 1.21 140 66 0945 -3 669.6 6.4 43.72 0.0097 0 44.93 0.4 0945 -3 0 8 124.91 140 66.4 W1 -3 669.6 8.55 0 0.0024 0 124.91 0.3 W1 66.7 Path No: 2 214 18.49 5.6 24.4 1.5 8.52 100 18.9 215 17.86 5.6 24.4 1.728 0 0.023 0.3 8.52 0.2 215 17.86 5.6 24.7 1.5 8.52 100 19.4 216 17.23 5.6 49 1.728 0 0.0841 0.3 8.52 0.7 216 17.23 5.6 25.3 1.5 1x(tee-Br)=8.05 3.65 100 20.4 0002 15.76 74.3 1.728 1x(90 ell)=4.02 12.07 0.1816 0.6 15.73 2.9 0002 23.9 Path No: 3 206 18.48 5.6 25.7 1.5 8.53 100 21.1 205 17.82 5.6 25.7 1.728 0 0.0254 0.3 8.53 0.2 205 17.82 5.6 26 1.5 8.53 100 21.6 204 17.15 5.6 51.7 1.728 0 0.0929 0.3 8.53 0.8 204 17.15 5.6 26.7 1.5 1x(tee-Br)=8.05 3.53 100 22.7 0011 15.79 78.4 1.728 1x(90 ell)=4.02 12.07 0.2006 0.6 15.61 3.1 0011 15.79 0 2.5 14.17 100 26.4 0009 15.75 78.4 2.705 0 0.0226 0.0 14.17 0.3 0009 15.75 78.9 2.5 1x(tee-Br)=11.46 6.32 100 26.7 0008 15.73 157.2 2.705 11.46 0.0821 0 17.77 1.5 0008 28.2 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 11 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 213 18.48 5.6 25.9 1.5 8.53 100 21.3 212 17.82 5.6 25.9 1.728 0 0.0257 0.3 8.53 0.2 212 17.82 5.6 26.2 1.5 8.53 100 21.8 211 17.15 5.6 52 1.728 0 0.094 0.3 8.53 0.8 211 17.15 5.6 26.8 1.5 1x(tee-Br)=8.05 3.58 100 22.9 0009 15.75 78.9 1.728 1x(90 ell)=4.02 12.07 0.2029 0.6 15.65 3.2 0009 26.7 Path No: 5 201 18.49 5.6 27.6 1.5 8.52 100 24.2 202 17.86 5.6 27.6 1.728 0 0.029 0.3 8.52 0.2 202 17.86 5.6 27.9 1.5 8.52 100 24.8 203 17.23 5.6 55.4 1.728 0 0.1057 0.3 8.52 0.9 203 17.23 5.6 28.5 1.5 1x(tee-Br)=8.05 3.62 100 25.9 0916 15.79 84 1.728 1x(90 ell)=4.02 12.07 0.2279 0.6 15.7 3.6 0916 15.79 0 2.5 14.17 100 30.1 0915 15.75 84 2.705 0 0.0257 0.0 14.17 0.4 0915 15.75 30.3 2.5 2x(tee-Br)=22.91 8.32 100 30.5 0024 15.73 114.3 2.705 22.91 0.0455 0 31.23 1.4 0024 32 Path No: 6 210 17.23 5.6 30.3 1.5 1x(tee-Br)=8.05 3.67 100 29.3 0915 15.75 30.3 1.728 1x(90 ell)=4.02 12.07 0.0346 0.6 15.74 0.5 0915 30.5 Path No: 7 H1 -3 250 6 1x(tee-Br)=43.72 1.76 140 64.8 0943 -3 250 6.4 43.72 0.0016 0 45.48 0.1 0943 64.8 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 12 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 8 0027 17.75 0 4 3x(90 ell)=19.97 111.1 100 45.1 0031 19.25 177.2 4.31 19.97 0.0106 -0.6 131.07 1.4 0031 19.25 0 4 1x(tee-Br)=16.69 384.39 100 45.8 0096 18.02 177.2 4.31 3x(90 ell)=19.97 36.67 0.0106 0.5 421.05 4.5 0096 50.8 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 23.43 ft/s occurs in the following pipe(s): (0027-0024) *** Device pressure loss (gain in the case of pumps) is calculated from the deviceâ€™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:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 13 Job : SEATTLE GALVANIZING PLANT Device Graphs Pressure vs. Flow Function Design Area: 2; Supply Ref.: W1; Supply Name:W1 90 85 80 75 70 65 60 55 50 45 40 Pressure, psi 35 30 25 20 15 10 5 0 0 700 1500 2000 2500 3000 3500 4000 4500 5000 Flow, gpm Pressure Loss Function Design Area: 2; BFP Ref.: 1031 (Ames Deringer 30, Size = 6); Inlet Node: 0939-I; Outlet Node: 0939-O 14.62 13.62 12.62 11.62 10.62 9.62 8.62 7.62 6.62 Pressure, psi 5.62 4.62 2.6 psi @ 419.6 gpm 3.62 2.62 1.62 0.62 0 200 400 600 800 1000 1200 14001500 Flow, gpm File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 14 Job : SEATTLE GALVANIZING PLANT Device Graphs Pressure Loss Function Design Area: 2; DPV Ref.: 1030 (DPV-1, Size = 4); Inlet Node: 0938-I; Outlet Node: 0938-O 8.9 7.9 6.9 5.9 4.9 Pressure, psi3.9 2.9 1.9 0.6 psi @ 419.6 gpm 0.9 170 300 400 450 500 550 600 700 800 850 1000 1100 1200 1600 Flow, gpm Pressure Loss Function Design Area: 2; Valve Ref.: 1032 (Gate A2360, Size = 6); Inlet Node: 0944-I; Outlet Node: 0944-O 0.766 Pressure, psi 0.266 0.1 psi @ 669.6 gpm 0 50 100 250 500 2000 3400 4900 5406 5800 Flow, gpm File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 15 CALCULATION SUMMARY Project Name : SEATTLE GALVANIZING PLANT Project Location: 18520 67th Ave N.E. Contract No. : City: Arlington, WA 98223 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ftÂ²) (gpm) (psi) (gpm/ftÂ²) (psi) (gpm) # (gpm) (psi) Required 3 Demand (HW) lh 1950 466.3 0.161 7 14.8 21 100 15.3 63.5 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - Date 4/17/2025 review response\Arlington Galvinizing Plant.dwg Page 1 Copyright Â© 2002-2012 Tyco Fire Protection Products HYDRAULIC CALCULATIONS for Job Information Project Name : SEATTLE GALVANIZING PLANT Contract No. : City: Arlington, WA 98223 Project Location: 18520 67th Ave N.E. Date: 5/13/2016 Contractor Information Name of Contractor: Burns Fire Protection, Inc Address: P.O.B. 1110 City: Granite Falls, Wa 98252 Phone Number: E-mail: Name of Designer: D. Yates Authority Having Jurisdiction: Arlington Design Remote Area Name 3 Remote Area Location lower mewzzanine Occupancy Classification lh Density (gpm/ftÂ²) 0.161 Area of Application (ftÂ²) 1950 Coverage per Sprinkler (ftÂ²) 100 Number of Calculated Sprinklers 21 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 466.3 Required Pressure at Source (psi) 63.5 Type of System Dry Volume - Downstream DPV (gal) 1165.2 gal Water Supply Information Date 8/31/2023 Location 67th ave NE Source W1 Notes calulations include all of lower mezzanine File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 2 Job : SEATTLE GALVANIZING PLANT Node Labels: Off Pipe Labels: Off Diagram for Design Area : 3 (Optimized Hydraulic Simplified) File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 3 Job : SEATTLE GALVANIZING PLANT Hydraulic Analysis for : 3 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ftÂ³) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lbÂ·s/ftÂ²) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow (gpm) Pressure (psi) 0 79 5000 66 Supply Analysis Residual Available Static Pressure Flow Total Demand Required Pressure Node at Source Pressure Pressure (psi) (gpm) (gpm) (psi) (psi) (psi) W1 79 66 5000 78.8 466.3 63.5 Hoses Inside Hose Flow / Standpipe Demand (gpm) 0 Outside Hose Flow (gpm) 100 Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 366.3 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 366.3 Other Required Margin of Safety (%) 10 W1 - Pressure (psi) 63.5 W1 - Flow (gpm) 466.3 Demand w/o System Pump(s) N/A File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 4 Job : SEATTLE GALVANIZING PLANT Hydraulic Analysis for : 3 Supply Supply; Safety Pressure System Demand Available At Source 100 90 78.8 psi @ 466.3 gpm S1 80 70 S2 D2 63.493 60 50 Pressure, psi 40 30 20 10 D1 0 0 1500 2000 2500 3000 3500 4000 4500 5000 5500 Flow, gpm File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - Date 4/17/2025 review response\Arlington Galvinizing Plant.dwg Page 5 Copyright Â© 2002-2012 Tyco Fire Protection Products Job : SEATTLE GALVANIZING PLANT Hydraulic Analysis for : 3 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point #1 - Static 0 79 S2 Supply point #2 - Residual 5000 66 D1 Elevation Pressure 0 4.4 D2 System Demand 466.3 63.5 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 78.8 528 15.3 466.3 Supply; Safety Pressure 70.9 497.1 7.4 466.3 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ftÂ²) (gpm/psiÂ½) (gpm/ftÂ²) (gpm) (psi) (gpm/ftÂ²) (gpm) (psi) Overhead 301 91.94 5.6 0.1 9.2 7 0.164 15.1 7.3 Sprinkler Overhead 302 91.94 5.6 0.1 9.2 7 0.165 15.2 7.3 Sprinkler Overhead 303 91.94 5.6 0.1 9.2 7 0.169 15.5 7.7 Sprinkler Overhead 304 91.94 5.6 0.1 9.2 7 0.161 14.8 7 Sprinkler Overhead 305 91.94 5.6 0.1 9.2 7 0.174 16 8.2 Sprinkler Overhead 306 91.94 5.6 0.1 9.2 7 0.18 16.6 8.7 Sprinkler Overhead 307 91.94 5.6 0.1 9.2 7 0.164 15.1 7.3 Sprinkler Overhead 308 91.94 5.6 0.1 9.2 7 0.165 15.2 7.3 Sprinkler Overhead 309 91.94 5.6 0.1 9.2 7 0.18 16.6 8.7 Sprinkler Overhead 310 91.94 5.6 0.1 9.2 7 0.17 15.7 7.8 Sprinkler Overhead 311 91.94 5.6 0.1 9.2 7 0.182 16.7 8.9 Sprinkler Overhead 312 91.94 5.6 0.1 9.2 7 0.166 15.3 7.5 Sprinkler Overhead 313 91.94 5.6 0.1 9.2 7 0.17 15.6 7.8 Sprinkler File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 6 Overhead 314 91.94 5.6 0.1 9.2 7 0.222 20.4 13.3 Sprinkler Overhead 316 91.94 5.6 0.1 9.2 7 0.165 15.2 7.3 Sprinkler Overhead 318 91.94 5.6 0.1 9.2 7 0.247 22.7 16.5 Sprinkler Overhead 319 91.94 5.6 0.1 9.2 7 0.164 15.1 7.2 Sprinkler Overhead 321 91.94 5.6 0.1 9.2 7 0.306 28.2 25.3 Sprinkler Overhead 322 91.94 5.6 0.1 9.2 7 0.289 26.6 22.5 Sprinkler Overhead 323 100 5.6 0.1 10 7 0.171 17.1 9.3 Sprinkler Overhead 324 100 5.6 0.1 10 7 0.178 17.8 10.1 Sprinkler File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 7 Job : SEATTLE GALVANIZING PLANT Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm ftÂ² psi psi gpm/psiÂ½ ft gpm gpm/ftÂ² psi gpm 304 Overhead Sprinkler 5.6 14.8 91.94 7 7 7.17 HEAD Open 5.6 0.161 -4.4 9.2 319 Overhead Sprinkler 5.6 15.1 91.94 7.2 7 7.17 HEAD Open 5.9 0.164 -4.4 9.2 301 Overhead Sprinkler 5.6 15.1 91.94 7.3 7 7.17 HEAD Open 5.9 0.164 -4.4 9.2 307 Overhead Sprinkler 5.6 15.1 91.94 7.3 7 7.17 HEAD Open 5.9 0.164 -4.4 9.2 316 Overhead Sprinkler 5.6 15.2 91.94 7.3 7 7.17 HEAD Open 6 0.165 -4.4 9.2 302 Overhead Sprinkler 5.6 15.2 91.94 7.3 7 7.17 HEAD Open 6 0.165 -4.4 9.2 308 Overhead Sprinkler 5.6 15.2 91.94 7.3 7 7.17 HEAD Open 6 0.165 -4.4 9.2 312 Overhead Sprinkler 5.6 15.3 91.94 7.5 7 7.17 HEAD Open 6.1 0.166 -4.4 9.2 303 Overhead Sprinkler 5.6 15.5 91.94 7.7 7 7.17 HEAD Open 6.3 0.169 -4.4 9.2 313 Overhead Sprinkler 5.6 15.6 91.94 7.8 7 7.17 HEAD Open 6.4 0.17 -4.4 9.2 310 Overhead Sprinkler 5.6 15.7 91.94 7.8 7 7.17 HEAD Open 6.5 0.17 -4.4 9.2 305 Overhead Sprinkler 5.6 16 91.94 8.2 7 7.17 HEAD Open 6.8 0.174 -4.4 9.2 323 Overhead Sprinkler 5.6 17.1 100 9.3 7 7.17 HEAD Open 7.1 0.171 -4.4 10 309 Overhead Sprinkler 5.6 16.6 91.94 8.7 7 7.17 HEAD Open 7.4 0.18 -4.4 9.2 306 Overhead Sprinkler 5.6 16.6 91.94 8.7 7 7.17 HEAD Open 7.4 0.18 -4.4 9.2 311 Overhead Sprinkler 5.6 16.7 91.94 8.9 7 7.17 HEAD Open 7.5 0.182 -4.4 9.2 324 Overhead Sprinkler 5.6 17.8 100 10.1 7 7.17 HEAD Open 7.8 0.178 -4.4 10 314 Overhead Sprinkler 5.6 20.4 91.94 13.3 7 7.17 HEAD Open 11.2 0.222 -4.4 9.2 318 Overhead Sprinkler 5.6 22.7 91.94 16.5 7 6.5 HEAD Open 13.5 0.247 -4.1 9.2 322 Overhead Sprinkler 5.6 26.6 91.94 22.5 7 7.17 HEAD Open 17.4 0.289 -4.4 9.2 321 Overhead Sprinkler 5.6 28.2 91.94 25.3 7 7.17 HEAD Open 19 0.306 -4.4 9.2 0018 Node 7.8 7.17 NODE -4.4 0017 Node 7.9 7.17 NODE -4.4 0010 Node 8.2 7.17 NODE -4.4 0016 Node 8.3 7.17 NODE -4.4 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 8 Job : SEATTLE GALVANIZING PLANT Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm ftÂ² psi psi gpm/psiÂ½ ft gpm gpm/ftÂ² psi gpm 0959 Node 9.3 7.17 NODE -4.4 0007 Node 12.1 6.5 NODE -4.1 0006 Node 12.1 6.5 NODE -4.1 0012 Node 12.6 6.5 NODE -4.1 0013 Node 13.6 6.5 NODE -4.1 0021 Node 14.7 6.5 NODE -4.1 0022 Node 17.4 6.5 NODE -4.1 0046 Node 34.9 7.17 NODE -4.4 0048 Node 38.3 7.17 NODE -4.4 0089 Node 46.3 19.06 NODE -9.6 0031 Node 47.3 19.25 NODE -9.6 0096 Node 49.2 18.02 NODE -9.1 0938-O Node 55.8 5.28 NODE -3.6 0938-I Node 56.8 4.14 NODE -3.1 0939-O Node 57.7 2.09 NODE -2.2 0939-I Node 60.2 1.93 NODE -2.1 0940 Node 60.9 0.5 NODE -1.5 H1 Outside Hose 62.5 100 -3 HOSE 0 100 0943 Node 62.5 -3 NODE 0 0944-O Node 63 -3 NODE 0 0944-I Node 63.1 -3 NODE 0 0945 Node 63.4 -3 NODE 0 W1 Supply 63.5 -466.3 -3 SUPPLY 0 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 9 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 304 7.17 5.6 14.8 1 1x(90 ell)=1.43 10.13 100 7 0010 7.17 14.8 1.049 1.43 0.1043 0 11.55 1.2 0010 7.17 15.5 1 1x(tee-Br)=3.56 4.07 100 8.2 0007 6.5 30.3 1.049 1x(90 ell)=1.43 4.99 0.3929 0.3 9.06 3.6 0007 6.5 0 2 2.15 100 12.1 0006 6.5 30.3 2.203 0 0.0106 0 2.15 0.0 0006 6.5 61.6 2 6.38 100 12.1 0012 6.5 91.9 2.203 0 0.0826 0 6.38 0.5 0012 6.5 51.4 2 5.43 100 12.6 0013 6.5 143.4 2.203 0 0.1881 0 5.43 1 0013 6.5 125 2 1.79 100 13.6 0021 6.5 268.4 2.203 0 0.6009 0 1.79 1.1 0021 6.5 20.4 2 3.97 100 14.7 0022 6.5 288.8 2.203 0 0.6881 0 3.97 2.7 0022 6.5 22.7 2 3x(90 ell)=14.59 7.84 100 17.4 0046 7.17 311.5 2.203 14.59 0.7918 -0.3 22.42 17.8 0046 7.17 54.8 2 3.16 100 34.9 0048 7.17 366.3 2.203 0 1.0688 0 3.16 3.4 0048 7.17 0 2.5 1x(tee-Br)=11.46 12.93 100 38.3 0089 19.06 366.3 2.705 2x(90 ell)=9.12 20.57 0.3933 -5.2 33.51 13.2 0089 19.06 -93.2 4 2x(90 ell)=13.32 90.09 100 46.3 0096 18.02 273.1 4.31 13.32 0.0236 0.5 103.4 2.4 0096 18.02 93.2 4 2x(90 ell)=13.32 13.85 100 49.2 0938-O 5.28 366.3 4.31 13.32 0.0407 5.5 27.17 1.1 0938-O 5.28 0 4 1.14 55.8 DPV-1 0938-I 4.14 366.3 0 0 0.4106 0.5 *** 1.14 0.5 0938-I 4.14 0 4 2.04 120 56.8 0939-O 2.09 366.3 4.31 0 0.029 0.9 2.04 0.1 0939-O 2.09 0 6 0.17 57.7 Ames 0939-I 1.93 366.3 0 0 14.4341 0.1 Deringer 30 0.17 2.4 *** 0939-I 1.93 0 4 1.43 120 60.2 0940 0.5 366.3 4.31 0 0.029 0.6 1.43 0.0 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 10 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0940 0.5 0 6 2x(90 ell)=34.91 9.12 140 60.9 0943 -3 366.3 6.4 34.91 0.0032 1.5 44.03 0.1 0943 -3 100 6 104.43 140 62.5 0944-O -3 466.3 6.4 0 0.005 0 104.43 0.5 0944-O -3 0 6 0.88 63 Gate A2360 0944-I -3 466.3 0 0 0.1143 0 *** 0.88 0.1 0944-I -3 0 6 1x(tee-Br)=43.72 1.21 140 63.1 0945 -3 466.3 6.4 43.72 0.005 0 44.93 0.2 0945 -3 0 8 124.91 140 63.4 W1 -3 466.3 8.55 0 0.0012 0 124.91 0.2 W1 63.5 Path No: 2 319 7.17 5.6 15.1 1.5 1x(90 ell)=4.02 5.75 100 7.2 316 7.17 5.6 15.1 1.728 4.02 0.0095 0 9.77 0.1 316 7.17 5.6 15.2 1.5 1x(tee-Br)=8.05 4.28 100 7.3 0018 7.17 30.2 1.728 8.05 0.0344 0 12.33 0.4 0018 7.17 31.5 2 1.8 100 7.8 310 7.17 5.6 61.7 2.203 0 0.0395 0 1.8 0.1 310 7.17 5.6 15.7 2 1.31 100 7.8 0017 7.17 77.4 2.203 0 0.06 0 1.31 0.1 0017 7.17 15.3 2 4.97 100 7.9 0016 7.17 92.7 2.203 0 0.0838 0 4.97 0.4 0016 7.17 15.6 2 5.43 100 8.3 311 7.17 5.6 108.3 2.203 0 0.1119 0 5.43 0.6 311 7.17 5.6 16.7 2 1x(tee-Br)=9.72 10.71 100 8.9 0013 6.5 125 2.203 2x(90 ell)=9.72 19.45 0.146 0.3 30.16 4.4 0013 13.6 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 11 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 301 7.17 5.6 15.1 1.5 1x(90 ell)=4.02 6.19 100 7.3 302 7.17 5.6 13.9 1.728 4.02 0.0081 0 10.22 0.1 302 7.17 5.6 15.2 1.5 2x(90 ell)=8.05 17.99 100 7.3 305 7.17 5.6 29.1 1.728 8.05 0.0319 0 26.04 0.8 305 7.17 5.6 16 1.5 8 100 8.2 306 7.17 5.6 45.1 1.728 0 0.072 0 8 0.6 306 7.17 5.6 16.6 1.5 1x(tee-Br)=8.05 7.59 100 8.7 0006 6.5 61.6 1.728 2x(90 ell)=8.05 16.1 0.1285 0.3 23.69 3 0006 12.1 Path No: 4 301 7.17 5.6 15.1 1.5 9.22 100 7.3 307 7.17 5.6 1.2 1.728 0 0.0001 0 9.22 0 307 7.17 5.6 15.1 1.5 8.3 100 7.3 308 7.17 5.6 16.3 1.728 0 0.0109 0 8.3 0.1 308 7.17 5.6 15.2 1.5 1x(tee-Br)=8.05 3.14 100 7.3 0018 7.17 31.5 1.728 8.05 0.037 0 11.19 0.4 0018 7.8 Path No: 5 312 7.17 5.6 15.3 1 1x(tee-Br)=3.56 0.47 100 7.5 0017 7.17 15.3 1.049 3.56 0.1106 0 4.04 0.4 0017 7.9 Path No: 6 303 7.17 5.6 15.5 1 1x(tee-Br)=3.56 1.13 100 7.7 0010 7.17 15.5 1.049 3.56 0.1135 0 4.69 0.5 0010 8.2 Path No: 7 313 7.17 5.6 15.6 1 1x(tee-Br)=3.56 0.98 100 7.8 0016 7.17 15.6 1.049 3.56 0.1153 0 4.54 0.5 0016 8.3 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 12 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 8 309 7.17 5.6 16.6 1 1x(tee-Br)=3.56 0.98 100 8.7 0959 7.17 16.6 1.049 3.56 0.128 0 4.55 0.6 0959 7.17 17.1 1.25 10.35 100 9.3 324 7.17 5.6 33.6 1.53 0 0.0757 0 10.35 0.8 324 7.17 5.6 17.8 1.25 1x(tee-Br)=7.07 2.7 100 10.1 0012 6.5 51.4 1.53 1x(90 ell)=3.54 10.61 0.1662 0.3 13.3 2.2 0012 12.6 Path No: 9 323 7.17 5.6 17.1 1.25 1.65 100 9.3 0959 7.17 17.1 1.53 0 0.0216 0 1.65 0.0 0959 9.3 Path No: 10 314 7.17 5.6 20.4 1 1x(tee-Br)=3.56 1.17 100 13.3 0021 6.5 20.4 1.049 1x(90 ell)=1.43 4.99 0.1883 0.3 6.16 1.2 0021 14.7 Path No: 11 318 6.5 5.6 22.7 1 1x(tee-Br)=3.56 0.5 100 16.5 0022 6.5 22.7 1.049 3.56 0.2306 0 4.06 0.9 0022 17.4 Path No: 12 322 7.17 5.6 26.6 1 9 100 22.5 321 7.17 5.6 26.6 1.049 0 0.308 0 9 2.8 321 7.17 5.6 28.2 1 1x(tee-Br)=3.56 4.59 100 25.3 0046 7.17 54.8 1.049 3.56 1.1742 0 8.16 9.6 0046 34.9 Path No: 13 H1 -3 100 6 1x(tee-Br)=43.72 1.76 140 62.5 0943 -3 100 6.4 43.72 0.0003 0 45.48 0.0 0943 62.5 File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 13 Job : SEATTLE GALVANIZING PLANT 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/psiÂ½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 14 0089 19.06 0 4 6x(90 ell)=39.95 296.71 100 46.3 0031 19.25 93.2 4.31 39.95 0.0032 -0.1 336.66 1.1 0031 19.25 0 4 1x(tee-Br)=16.69 384.39 100 47.3 0096 18.02 93.2 4.31 3x(90 ell)=19.97 36.67 0.0032 0.5 421.05 1.4 0096 49.2 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 30.83 ft/s occurs in the following pipe(s): (0048-0046) *** Device pressure loss (gain in the case of pumps) is calculated from the deviceâ€™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:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 14 Job : SEATTLE GALVANIZING PLANT Device Graphs Pressure vs. Flow Function Design Area: 3; Supply Ref.: W1; Supply Name:W1 90 85 80 75 70 65 60 55 50 45 40 Pressure, psi 35 30 25 20 15 10 5 0 0 700 1500 2000 2500 3000 3500 4000 4500 5000 Flow, gpm Pressure Loss Function Design Area: 3; BFP Ref.: 1031 (Ames Deringer 30, Size = 6); Inlet Node: 0939-I; Outlet Node: 0939-O 14.62 13.62 12.62 11.62 10.62 9.62 8.62 7.62 6.62 Pressure, psi 5.62 4.62 3.62 2.4 psi @ 366.3 gpm 2.62 1.62 0.62 0 200 400 600 800 1000 1200 14001500 Flow, gpm File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 15 Job : SEATTLE GALVANIZING PLANT Device Graphs Pressure Loss Function Design Area: 3; DPV Ref.: 1030 (DPV-1, Size = 4); Inlet Node: 0938-I; Outlet Node: 0938-O 8.9 7.9 6.9 5.9 4.9 Pressure, psi3.9 2.9 1.9 0.5 psi @ 366.3 gpm 0.9 170 300 400 450 500 550 600 700 800 850 1000 1100 1200 1600 Flow, gpm Pressure Loss Function Design Area: 3; Valve Ref.: 1032 (Gate A2360, Size = 6); Inlet Node: 0944-I; Outlet Node: 0944-O 0.766 Pressure, psi 0.266 0.1 psi @ 466.3 gpm 0 50 100 250 500 2000 3400 4900 5406 5800 Flow, gpm File: C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg Date 4/17/2025 Copyright Â© 2002-2012 Tyco Fire Protection Products Page 16 WORK PERFORMED BY BURNS FIRE PROTECTION SYSTEM, INC. CONSISTS OF: EXTENDING NEW DRY SYSTEM PIPING TO ALL AREAS OF BUILDING AS REQUIRED BY NFPA #13 2019 SYSTEMS HYDRAULICALLY DESIGNED FOR ORDINARY HAZARD GROUP I .15 GPM/ 1950 SQ.FT.OCCUPANCIES, IN GALVANIZING AND DIPPING AREAS. PROCESSES DO NOT INCLUDE FLAMMABLE LIQUIDS SYSTEM DESIGNED GROUP II .20 GPM/ 1950 SQ.FT. IN STORAGE AREAS, UNDER LOADING DOCK CANOPIES. LIGHT HAZARD IN OFFICES- SPACING OF SPRINKLERS BASED ON 130 SQ.FT. MAXIMUM, EXCEPT IN OFFICE AREAS 225 SQ.FT. MAXIMUM ALL PIPING EXPOSED TO CORROSIVE CONDITIONS (PICKLING AREAS) TO BE PROTECTED WITH PROTECTIVE COATING IN ACCORDANCE WITH NFPA #13 2019 16.4.2.1* WHERE CORROSIVE CONDITIONS ARE KNOWN TO EXIST DUE TO MOISTURE OR FUMES FROM CORROSIVE CHEMICALS OR BOTH, SPECIAL TYPES OF FITTINGS, PIPES, AND HANGERS THAT RESIST CORROSION SHALL BE USED, OR A PROTECTIVE COATING SHALL BE APPLIED TO ALL UNPROTECTED EXPOSED SURFACES OF THE SPRINKLER SYSTEM. A.16.4.2.1 BEING EXPOSED TO THE OUTSIDE ATMOSPHERE IS NOT NECESSARILY A CORROSIVE ENVIRONMENT. TYPES OF LOCATIONS WHERE CORROSIVE CONDITIONS CAN EXIST INCLUDE BLEACHERIES, DYE HOUSES, METAL PLATING PROCESSES, ANIMAL PENS, AND CERTAIN CHEMICAL PLANTS. IF CORROSIVE CONDITIONS ARE NOT OF GREAT INTENSITY AND HUMIDITY IS NOT ABNORMALLY HIGH, GOOD RESULTS CAN BE OBTAINED BY USING A GOOD GRADE OF COMMERCIAL ACID-RESISTING PAINT. THE PAINT MANUFACTURERâ€™FS INSTRUCTIONS SHOULD BE FOLLOWED IN THE PREPARATION OF THE SURFACE AND IN THE METHOD OF APPLICATION. WHERE MOISTURE CONDITIONS ARE SEVERE BUT CORROSIVE CONDITIONS ARE NOT OF GREAT INTENSITY, COPPER TUBE OR GALVANIZED STEEL PIPE, FITTINGS, AND HANGERS MIGHT BE SUITABLE. THE EXPOSED THREADS OF STEEL PIPE SHOULD BE PAINTED. IN INSTANCES WHERE THE PIPING IS NOT ACCESSIBLE AND WHERE THE EXPOSURE TO CORROSIVE FUMES IS SEVERE, EITHER A PROTECTIVE COATING OF HIGH QUALITY CAN BE EMPLOYED OR SOME FORM OF CORROSION- RESISTANT MATERIAL USED GALVANIZING DIPPING, SPINNING AND PLATING AREAS TO BE SHIELDED FROM SPRINKLER DISCHARGE. ROOMS OR AREAS IN THESE AREAS ARE CORROSION PROOF EXEMPT FROM SPRINKLER PROTECTION DUE TO HAZARDS APPLICATION OF WATER CONSTITUTES A SERIOUS LIFE OR SAFETY HAZARD REFER TO TEFLON COATED FP2.1 FOR INFORMATION. PROCESS DESCRIPTION: SMALL METAL PARTS ARE PROCESSED, USING WATER MISCIBLE CAUSTIC AGENTS (NON-FLAMMABLE LIQUIDS) IN THE PICKLING DIP TANK. METALS PARTS ARE THEN CLEANED WITH WATER MISCIBLE CLEANING AGENTS (NONFLAMMABLE LIQUIDS). GALVANIZED COATINGS ARE THEN APPLIED TO SMALL PARTS. THERE IS NO WELDING, FABRICATION OR OTHER METAL WORKING BASIS OF HYDRAULIC DESIGN: INDUSTRIAL PROCESS AREAS ARE METAL PROCESSING ORDINARY HAZARD GROUP 1- NO FLAMMABLE LIQUIDS ARE USED IN PROCESS. NO WELDING OR OTHER MACHINING, DIE CASTING, METAL EXTRUDING IS PRESENT 4.3.3* ORDINARY HAZARD (GROUP 1). THE FOLLOWING SHALL BE PROTECTED WITH OH1 OCCUPANCY CRITERIA IN THIS STANDARD: (1) SPACES WITH MODERATE QUANTITY AND LOW COMBUSTIBILITY OF CONTENTS (2) STOCKPILES OF CONTENTS WITH LOW COMBUSTIBILITY THAT DO NOT EXCEED 8 FT (2.4 M)- HYDRAULIC DESIGN .15 GPM DENSITY OVER 1950 SQ.FT. - DESIGN AREA INCREASED 30% FOR DRY PIPE SYSTEM PROTECTION STORAGE AREAS: INCLUDING EXTERIOR DOCKS METAL PRODUCTS EXPOSED OR IN CARDBOARD PACKAGING- 12' MAXIMUM STORAGE HEIGHT NFPA #13- 2019 4.3.4* ORDINARY HAZARD (GROUP 2). THE FOLLOWING SHALL BE PROTECTED WITH OH2 OCCUPANCY CRITERIA IN THIS STANDARD: (1) SPACES WITH MODERATE TO HIGH QUANTITY AND COMBUSTIBILITY OF CONTENTS (2) STOCKPILES OF CONTENTS WITH MODERATE TO HIGH COMBUSTIBILITY THAT DO NOT EXCEED 12 FT (3.7 M) HYDRAULIC DESIGN .20 GPM DENSITY OVER 1950 SQ.FT. - DESIGN AREA INCREASED 30% FOR DRY PIPE SYSTEM PROTECTION- HYDRAULIC DESIGN TO INCLUDE SPRINKLERS MINIMUM 15' BEYOND AND AROUND STORAGE AREAS DUE TO LACK OF SEPARATION BETWEEN STORAGE AREAS AND PROCESS AREAS, HYDRAULIC CALCUALTIONS ARE BASED UPON THE WORST CASE OCCUPANCY CLASSIFICATION OF ORDINARY GROUP II FOR STORAGE NOT EXCEEDING 12' IN HEIGHT Calculation results for Design Area1 - SW CORNER This system as shown onBurns Fire Protection, Inc company print no dated5/13/16 Calculation results for Design Area3 - lower mewzzanine for SEATTLE GALVANIZING PLANT at 18520 67th Ave N.E. This system as shown onBurns Fire Protection, Inc company print no dated5/13/16 contract no is designed to discharge at a rate of0.2 gpm/ftÂ² (L/min/mÂ²) of floor area over SCOPE OF WORK IN for SEATTLE GALVANIZING PLANT at 18520 67th Ave N.E. a maximum area of1950 ftÂ² when supplied with water at a rate of794.9 gpm at 68.8 psi at the base of the riser. contract no is designed to discharge at a rate of0.1 gpm/ftÂ² (L/min/mÂ²) of floor area over Hose stream allowance of is included in the above. a maximum area of1950 ftÂ² when supplied with water at a rate of466.3 gpm at 63.5 psi at the base of the riser. THIS SUBMITTAL Occupancy classification: OH2 OVER STROAGE AND OH1 OVER PROCESS AREASNumber of heads flowing:19 Hose stream allowance of is included in the above. EXISTING BUILDING - Commodity classification: System Type: Dry Occupancy classification: lh Number of heads flowing:21 Maximum storage height: Maximum velocity: 18.95 ft/s Commodity classification: System Type: Dry Storage arrangement: Maximum storage height: Maximum velocity: 30.83 ft/s NO WORK THIS SUBMITTAL Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 68.8 psi Storage arrangement: Flow from Overhead sprinklers: 544.9 gpm Pressure Available at Source: 78.6 psi Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 63.5 psi Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 9.8 psi Flow from Overhead sprinklers: 366.3 gpm Pressure Available at Source: 78.8 psi 0943 Flow from Outside Hoses: 250 gpm H1 Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 15.3 psi Other fixed flows: 0 gpm Flow from Outside Hoses: 100 gpm 09440945 Total flow in system piping: 794.9 gpm Other fixed flows: 0 gpm 1,2,3 Additional flow at/beyond source: 0 gpm Total flow in system piping: 466.3 gpm Total of all flows: 794.9 gpm Additional flow at/beyond source: 0 gpm Total of all flows: 466.3 gpm Calculation results for Design Area2 - STORAGE CANOPY This system as shown onBurns Fire Protection, Inc company print no dated5/13/16 1. TAP AND GATE VALVE TO EXISTING 8" SUPPLY LOOP for SEATTLE GALVANIZING PLANT at 18520 67th Ave N.E. contract no is designed to discharge at a rate of0.1 gpm/ftÂ² (L/min/mÂ²) of floor area over 2. NEW 6" D.I. TO BUILDING a maximum area of1950 ftÂ² when supplied with water at a rate of669.6 gpm at 66.7 psi at the base of the riser. 3. STUB UP TO NEW RISER MANIFOLD-REFER TO PIPING PLANS Hose stream allowance of is included in the above. 4. WALL MOUNT F.D.C. Occupancy classification: OH2 Number of heads flowing:16 5. WALL MOUNT ELECTRIC ALARM BELL Commodity classification: System Type: Dry 6. NEW FIRE HYDRANT ASSEMBLIES Maximum storage height: Maximum velocity: 23.43 ft/s 67TH AVE NE Storage arrangement: Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 66.7 psi Flow from Overhead sprinklers: 419.6 gpm Pressure Available at Source: 78.7 psi W1 Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 12 psi Flow from Outside Hoses: 250 gpm Other fixed flows: 0 gpm Source Information Total flow in system piping: 669.6 gpm Date of Flow Test / Info : 8/31/2023 1.NEW 8x6 TAP TO EXISTING SUPPLY MAIN2. Additional flow at/beyond source: 0 gpm Location of flow test data : 1.2.TAP TO EXISTNNG SUPPLY MAINNEW 6" D.I. SUPPLT TO BUILDING Total of all flows: 669.6 gpm 67th ave NE 3.4.NEW STUB TO RISER MANIFOLD SEE PIPING PLANS Source of flow test data : modeled flow by Ryan Morrison-Arlington Water Source Data Points Pump Data Points Pressure Flow Pressure Flow 79.00 0.00 66.00 5000.00 WHITE CORRO. PROOF 2/6/2025 C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg, 4/17/2025 10:36:34 AM, AutoCAD PDF (Smallest File).pc3 WHITE CORRO. PROOF 2/6/2025 C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg, 4/17/2025 10:37:55 AM, AutoCAD PDF (Smallest File).pc3 BUILDING SECTION 2 Scale: 1/4"=1' *F A3 *F *F UL C R US LISTED FM APPROVED RISER DETAIL 1/FP1 0 1' 2' 3' 4' 1/2"=1'0" SYSTEM RISER/SUPPLY Components 1 6" SUPPLY 2 6" GROOVED BY FLANGE ADAPTER 3 6x4" REDUCER 4 6" AMES DERINGER 30 DOUBLE CHECK DETECTOR ASSEMBLY 5 4" TYCO DPV-1 DRY VALVE WITH ACCELERATOR 6 RISER MOUNT AIR COMPRESSOR WITH AIR MAINT. DEVICE -1200 GALLON SYSTEM 7 (2) 2 1/2" HOSE VALVES FOR FORWARD TEST OF BACKFLOW PREVENTOR 429GPM SYSTEM FLOW 8 4" CV-1 CHECK VALVE (9.63" T.O.) 9 4" x2 1/2x2 1/2 WALL MOUNT FDC 10 10" ELECTRIC BELL Buildex 11 12 HEAD SPARE HEAD BOX T1 *F INDICATES FLEXIBLE COUPLING FOR PIPE IN supported by dimensional lumber T2 WHITE CORRO. PROOF 2/6/2025 C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg, 4/17/2025 10:37:31 AM, AutoCAD PDF (Smallest File).pc3 DA Name: 1 Design Area 2 Dry System DA Area: 1984.51 STORAGE CANOPY DemandCalculations using Hazen-Williams Method 203 Occupancy Classification: OH2 Design Area Density: 0.1 0946 209 208 207 206 205 204 0011 0916 202 201 Additional Outside Hose: 0 Design Area Size: 1950 LINES FOLLOW Notes: T2 T2 SLOPE 6"BELOW PURLINS T1 LOADING T1 CANOPY STORAGE 0002 216 215 214 213 212 211 0009 0915 210 CANOPY BOD AFF BOD REF 0008 BOD AFF BOD AFF REF T1 REF T2 T2 T1 AFF 0024 REF BOD AFF 0030 REF BOD 0141 0140 0138 AFF REF 0042 0027 00310047 BOD 1 AFF REF HIGH POINT OF CROSSMAIN BOD AFF REF BOD AFF OHD AT 18' AFF REF Design Area 1 Dry System SW CORNER DemandCalculations using Hazen-Williams Method CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM Occupancy Classification: OH2 OVER STROAGE AND OH1 OVER PROCESS AREAS 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM CRANE BEAM Design Area Density: 0.20 Additional Outside Hose: Design Area Size: 1950 Notes: 105 110 115 119 BOD AFF REF 104 109 114 118 LOW POINT OF CROSSMAIN 2 BOD AFF REF 103 108 113 117 102 107 112 116 STAIR 0089 BOD AFF REF LINES FOLLOW ROOF SLOPE 6" BELOW PURLINS STOR, 101 106 111 STOR, DA Name: 1 DA Area: 2047.17 OHD AT 15' AFF 3 OHD AT 18' AFF 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM 0938 BOD BOD AFF AFF 1 REF REF 0094 FP1 0096 0939 BOD 4 0940 AFF BOD BOD BOD HIGH POINT OF REF BOD AFF AFF LOW POINT OF CROSSMAIN AFF AFF REF REF CROSSMAIN REF HIGH POINT OF REF CROSSMAIN FROM SYSTEM RISER ARM-OVER AND RISE TO RUN ALONG BEAM SUPPORT FROM TOP OF BEAM WHITE CORRO. PROOF 2/6/2025 C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg, 4/17/2025 10:38:32 AM, AutoCAD PDF (Smallest File).pc3 DA Name: 3 DA Area: 2022.68 323 304 0959309 WOMENS 322 BOD OTS WITH 1' DEEP BEAM AFF REF BOD BOD AFF AFF REF REF MENS BOD 303 AFF 321 STORAGE REF 0010 324CORRIDOR 318 0022 314 0007 0012 BOD 0006 AFF REF W/H 0021 0013 0046 0048 BOD 306 AFF REF OFFICE 311 BOD AFF REF LOBBY 305 CORRIDOR 0016 313 STAIR 302 0017 312 319 310 Design Area 3 Dry System CORRIDOR lower mewzzanine 307 308 0018 316 Demand Calculations using Hazen-Williams Method Occupancy Classification: lh Design Area Density: 0.1 Additional Outside Hose: 0 301 OFFICE Design Area Size: 1950 OFFICE OFFICE OFFICE Notes: calulations include all of lower mezzanine ceiling 7'8" LOWER MEZZANINE PIPING 1 Scale: 1/4"=1' UPPER MEZZANINE PIPING 2 Scale: 1/4"=1' WHITE CORRO. PROOF 2/6/2025 C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg, 4/17/2025 10:40:17 AM, AutoCAD PDF (Smallest File).pc3 Burns fire protection systems, inc. DESIGN INSTALLATION MAINTENANCE FABRICATION To: North County Regional Fire Authority 8117 267th St. NW Stanwood, Wa 98292 Attn: Steve Goforth Re: BLD6532 Comment Letter Seattle Galvanizing Small Parts Date: March 17, 2025 Project Name: Seattle Galvanizing-Arlington Address: 18520 67th Ave NE Dear Steve This letter is provided as response to review comments of proposed Automatic Fire Sprinkler System, dated March 17, 2025. The following are itemized response to comment items: 1) The remote fire calculation is OH1 and OH2 based on 2016 numbers. The Galvanizing plant would be an Extra Hazard, Group 2 (copied from NFPA 13, 2019 edition with Handbook commentary. A.4.3.6 Extra hazard (Group 2) occupancies include occupancies having uses and condmons similar to the following: (1) Asphalt saturating (2) Flammable liQuids spraying (3) Flow coating (4) Manufactured home or modular building assemblies (where finished enclosure is present and has combustible interiors) (5) Open oil Quenching (6) Plastics manufacturing (7) Solvent cleaning (8) Varnish and paint dipping (9) Car slackers and car lift systems with 2 cars stacked vertically A.4.3.6 Extra hazard (Group 2) occupancies include occupancies having uses and condttions similar to the following: (1) Asphalt saturating (2) Flammable liQuids spraying (3) Flow coating (4) Manufactured home or modular building assemblies (where finished enclosure is present and has combustible interiors) (5) Open oil Quenching (6) Plastics manufacturing (7) Solvent cleaning (8) Varnish and paint dipping (9) Car slackers and car lift systems with 2 cars stacked vertically This occupancy contains limited combustible fire loading. The processes in this proposed occupancy do not include flammable liquids, as referenced in the extra hazard categories, and the material being galvanized is noncombustible metal Required Hydraulic design is based upon NFPA #13 Standards for ordinary hazard group I in process areas and ordinary group II in storage areas. Since storage areas are not separated from process ares, the hydraulic design for ordinary hazard II (storage 12â€™ or less in height) is used. .20 gpm density over a 1950 sq.ft. design area. Design area has been increased 30% where dry pipe sprinkler protection is used. NFPA #13 2019 Ordinary Hazard (Group 1). The following shall be protected with OH1 occupancy criteria in this standard: (1) Spaces with moderate quantity and low combustibility of contents (2) Stockpiles of contents with low combustibility that do not exceed 8 ft (2.4 m) Within the ordinary hazard classification, Group 1 occupancies present the least severe fire threat. Group 1 occupancies are most light manufacturing and service industries where the use of flammable and combustible liquids or gases is either nonexistent or very limited. Stockpiles of combustible commodities typically found within an ordinary hazard (Group 1) occupancy cannot exceed a height of 8 ft (2.4 m). Additionally, where the quantity and arrangement of the stockpiles do not exceed the limitations of miscellaneous storage, as defined in Chapter 3, the requirements of Chapter 4 apply. If the miscellaneous storage limitations are exceeded, then the provisions of Chapter 20 apply. A.4.3.3 Ordinary hazard (Group 1) occupancies include occupancies having uses and conditions similar to the following: (1) Automobile parking and showrooms (2) Bakeries (3) Beverage manufacturing (4) Canneries (5) Dairy products manufacturing and processing (6) Electronic plants (7) Glass and glass products manufacturing (8) Laundries (9) Restaurant service areas (10) Porte cocheres (11) Mechanical rooms NFPA #13 4.3.4* Ordinary Hazard (Group 2). The following shall be protected with OH2 occupancy criteria in this standard: The ordinary hazard (Group 2) classification addresses those ordinary hazard occupancies that do not meet the criteria of the ordinary hazard (Group 1) classification. Group 2 occupancies present a more severe fire hazard and demand more from the sprinkler system to achieve fire control than do Group 1 and light hazard occupancies. Ordinary hazard (Group 2) occupancies include those types of manufacturing and processing operations in which the amount and combustibility of contents is greater than those for Group 1. The Group 2 classification also addresses the miscellaneous storage (as defined in Chapter 3) of contents stored up to and including 12 ft (3.7 m) in height, as required by this chapter. Where the miscellaneous storage limitations are exceeded, the provisions of Chapter 20 appl (1) Spaces with moderate to high quantity and combustibility of contents (2) Stockpiles of contents with moderate to high combustibility that do not exceed 12 ft (3.7 m) The materials used in the galvanizing process do not include process using flammable liquids. A.4.3.4 Ordinary hazard (Group 2) occupancies include occupancies having uses and conditions similar to the following: (1) Agricultural facilities (2) Barns and stables (3) Cereal mills (4) Chemical plants Ì¶ ordinary (5) Confectionery products (6) Distilleries (7) Dry cleaners (8) Exterior loading docks (Note that exterior loading docks only used for loading and unloading of ordinary combustibles should be classified as OH2. For the handling of flammable and combustible liquids, hazardous materials, or where utilized for storage, exterior loading docks and all interior loading docks should be protected based upon the actual occupancy and the materials handled on the dock, as if the materials were actually stored in that configuration.) (9) Feed mills (10) Horse stables (11) Leather goods manufacturing (12) Libraries Ì¶ large stack room areas (13) Machine shops (14) Metal working 2) Sprinkler piping requires corrosion-resistant material or coating. Response: Corrosion Resistant sprinklers are proposed for this facility (white Teflon coated) as indicated in NFPA #13 2019 Para 7.2.5.1. Where corrosive atmosphere is prent a protective coating will be applied to sprinkler system material. 3) Need Plans that include the galvanizing equipment to evaluate obstructions Equipment locations are provided on FP2.1 . Additional information on hazards associated with application of water in galvanizing process. Galvanizing kettels, tanks, etc. to be shielded from spray from overheads sprinklers. 4) Detailed Hazardous Materials Management Plan (HMMP) and a Hazardous Materials Inventory Statement (HMIS) complying with the requirements of Section 407 is required Detailed HMMP plan and inventory to be provided by owner 5) Safety Data Sheets required to evaluate the fire risk Safety data sheets to be provided by owner Regards, David Yates Burns Fire Protection Systems, Inc NICET level IV cert #86528 Phone: (425) 388-0124 (360) 691-2235 or Fax: (360) 691-2704 P.O. Box 1110 Granite Falls, WA 98252 Burns fire protection systems,Burns fire protection systems, Burns fire protection systems, ininincinccc.... DESIGN INSTALLATION MAINTENANCE FABRICATION To: North County Regional Fire Authority 8117 267th St. NW Stanwood, Wa 98292 Attn: Steve Goforth Re: Review Response Revised 5/6/2025 BLD6532 Comment Letter Seattle Galvanizing Small Parts Date: March 17, 2025 Project Name: Seattle Galvanizing-Arlington Address: 18520 67th Ave NE Dear Steve This letter addresses the review comments on the proposed Automatic Fire Sprinkler System dated March 17, 2025, and the subsequent comments on May 5, 2025. The following are itemized response to comment items. Response to item #2 has been expanded to further clarify intent to protect sprinkler system equipment and sprinklers in areas with potentially corrosive atmosphere. 1) The remote fire calculation is OH1 and OH2 based on 2016 numbers. The Galvanizing plant would be an Extra Hazard, Group 2 (copied from NFPA 13, 2019 edition with Handbook commentary. A.4.3.6 Extra hazard (Group 2) occupancies include occupancies having uses and condmons similar to the following: (1) Asphalt saturating (2) Flammable liQuids spraying (3) Flow coating (4) Manufactured home or modular building assemblies (where finished enclosure is present and has combustible interiors) (5) Open oil Quenching (6) Plastics manufacturing (7) Solvent cleaning (8) Varnish and paint dipping (9) Car slackers and car lift systems with 2 cars stacked vertically A.4.3.6 Extra hazard (Group 2) occupancies include occupancies having uses and condttions similar to the following: (1) Asphalt saturating (2) Flammable liQuids spraying (3) Flow coating (4) Manufactured home or modular building assemblies (where finished enclosure is present and has combustible interiors) (5) Open oil Quenching (6) Plastics manufacturing (7) Solvent cleaning (8) Varnish and paint dipping (9) Car slackers and car lift systems with 2 cars stacked vertically This occupancy contains limited combustible fire loading. The processes in this proposed occupancy do not include flammable liquids, as referenced in the extra hazard categories, and the material being galvanized is noncombustible metal Required Hydraulic design is based upon NFPA #13 Standards for ordinary hazard group I in process areas and ordinary group II in storage areas. Since storage areas are not separated from process ares, the hydraulic design for ordinary hazard II (storage 12â€™ or less in height) is used. .20 gpm density over a 1950 sq.ft. design area. Design area has been increased 30% where dry pipe sprinkler protection is used. NFPA #13 2019 Ordinary Hazard (Group 1). The following shall be protected with OH1 occupancy criteria in this standard: (1) Spaces with moderate quantity and low combustibility of contents (2) Stockpiles of contents with low combustibility that do not exceed 8 ft (2.4 m) Within the ordinary hazard classification, Group 1 occupancies present the least severe fire threat. Group 1 occupancies are most light manufacturing and service industries where the use of flammable and combustible liquids or gases is either nonexistent or very limited. Stockpiles of combustible commodities typically found within an ordinary hazard (Group 1) occupancy cannot exceed a height of 8 ft (2.4 m). Additionally, where the quantity and arrangement of the stockpiles do not exceed the limitations of miscellaneous storage, as defined in Chapter 3, the requirements of Chapter 4 apply. If the miscellaneous storage limitations are exceeded, then the provisions of Chapter 20 apply. A.4.3.3 Ordinary hazard (Group 1) occupancies include occupancies having uses and conditions similar to the following: (1) Automobile parking and showrooms (2) Bakeries (3) Beverage manufacturing (4) Canneries (5) Dairy products manufacturing and processing (6) Electronic plants (7) Glass and glass products manufacturing (8) Laundries (9) Restaurant service areas (10) Porte cocheres (11) Mechanical rooms NFPA #13 4.3.4* Ordinary Hazard (Group 2). The following shall be protected with OH2 occupancy criteria in this standard: (1) Spaces with moderate to high quantity and combustibility of contents (2) Stockpiles of contents with moderate to high combustibility that do not exceed 12 ft (3.7 m) The materials used in the galvanizing process do not include process using flammable liquids. A.4.3.4 Ordinary hazard (Group 2) occupancies include occupancies having uses and conditions similar to the following: (1) Agricultural facilities (2) Barns and stables (3) Cereal mills (4) Chemical plants â€” ordinary (5) Confectionery products (6) Distilleries (7) Dry cleaners (8) Exterior loading docks (Note that exterior loading docks only used for loading and unloading of ordinary combustibles should be classified as OH2. For the handling of flammable and combustible liquids, hazardous materials, or where utilized for storage, exterior loading docks and all interior loading docks should be protected based upon the actual occupancy and the materials handled on the dock, as if the materials were actually stored in that configuration.) (9) Feed mills (10) Horse stables (11) Leather goods manufacturing (12) Libraries â€” large stack room areas (13) Machine shops (14) Metal working 2) Sprinkler piping requires corrosion-resistant material or coating. Response: Corrosion Resistant sprinklers are proposed for this facility (white Teflon coated) as indicated in NFPA #13 2019 Para 7.2.5.1. These sprinklers are listed corrosion resistant sprinklers with factory applied coating. Sprinklers will be tested on a 10 year basis as required by NFPA #25 5.3.1.1.3 Listed corrosion-resistant sprinklers installed in harsh environments shall be permitted to be tested on a 10-year basis. Where corrosive atmosphere is present a protective coating will be applied to sprinkler system material. The corrosion resistant paint/coating will be field applied. Annual confidence inspections are required, which include visual inspection for evidence of corrosion, in accordance with NFPA #25. Visual inspection will typically reveal corrosion by rust staining or flaking, prior to long term damage to the piping. Visual evidence triggers the need for closer insection 5.2.2* Pipe and Fittings. Sprinkler pipe and fittings shall be inspected annually from the floor level. A.5.2.2 The conditions described in 5.2.2 can have a detrimental effect on the performance and life of pipe by affecting corrosion rates or pipe integrity or otherwise rendering the pipe ineffectual. A.5.2.2.1 Surface corrosion not impacting the integrity of the piping strength or raising concern of potential leakage should not warrant the replacement of piping. A degree of judgment should be exercised in the determination of the extent of corrosion that would necessitate replacement 3) Need Plans that include the galvanizing equipment to evaluate obstructions Equipment locations are provided on FP2.1 . Additional information is on hazards associated with application of water in galvanizing process is provided at end of this letter. Galvanizing kettles, tanks, etc. to be shielded from spray from overheads sprinklers. 4) Detailed Hazardous Materials Management Plan (HMMP) and a Hazardous Materials Inventory Statement (HMIS) complying with the requirements of Section 407 is required Detailed HMMP plan and inventory to be provided by owner 5) Safety Data Sheets required to evaluate the fire risk Safety data sheets to be provided by owner Regards, David Yates Burns Fire Protection Systems, Inc NICET level IV cert #86528 Phone: (425) 388-0124 (360) 691-2235 or Fax: (360) 691-2704 P.O. Box 1110 Granite Falls, WA 98252 FIRE SUPPRESSION AROUND HDG KETTLES 1. Scope 1.2.1 Water from fire sprinkler systems can dissociate and release hydrogen. The reactions 1.1 This guideline provides information on from water contacting the molten zinc can be why fire sprinklers are not used around the hot- especially violent. Molten zinc can be thrown dip galvanizing (HDG) kettle and gives some over a wide area when moisture is introduced to examples of experiences galvanizers have had the hot surface. working with their local jurisdictions. 2. Referenced Documents International Building Code Chapter 9. Fire Protection Systems - 903.3.1.1.1 Exempt Locations National Fire Protection Association, NFPA 13 â€œStandard for the Installation of Sprinkler Systemsâ€ Occupational Safety and Health Administration, Code of Federal Regulations, 1.2 Sprinkler protection is typically excluded 29 CFR 1910.38, â€œEmergency Action Plans.â€ from molten material use areas because of the 29 CFR 1910.39, â€œFire Prevention Plans.â€ potential for a violent steam explosion. Disclaimer 1 The material contained herein has been developed to provide accurate and authoritative information about the practices and procedures to protect employees in the galvanizing industry from the hazards of the use of fire suppression over the hot dip galvanizing kettle. This material provides general information only and is not intended as a substitute for competent professional examination and verification as to suitability and applicability. The publication of the material herein is not intended as a representation or warranty on the part of the American Galvanizers Association, Inc. Anyone making use of this information assumes all liability arising from such use. American Galvanizers Association Galvanizing Guidelines 06/29/15 29 CFR 1910.159, â€œAutomatic Sprinkler zinc bath in the building and that there is a Systems.â€ danger of explosion if water is used to extinguish 29 CFR 1910.160, â€œFixed Extinguishing fires near the kettle. Systems.â€ 3. Terminology 3.1 Fire suppression â€“ the marked reduction of the rate of heat release of a fire and the prevention of its regrowth by means of direct and sufficient application of water through the fire plume to the burning fuel source. 3.2 Fixed extinguishing system â€“ a permanently installed system that either extinguishes or controls a fire at the location of the system. 3.3 Sprinkler system â€“ a system of piping 5. National Fire Protection Association designed in accordance with the fire protection (NFPA) Specification engineering standards and installed to control or extinguish fires. The system includes an 5.1 The NPFA provides specifications for adequate and reliable water supply, and a fire sprinkler usage. network of specially sized piping and sprinklers 5.1.1 NPFA 13 is the specification for which are interconnected. The system also installation of sprinkler systems. includes a control valve and a device for 5.2 The general rule of this specification is to activating an alarm when the system is in provide sprinklers to protect all spaces within a operation. building. 5.3 Sprinklers may be required to be installed 4. Hazards with Using Fire Suppression by building codes or may be recommended by around HDG Kettles insurance companies to reduce potential property losses or business interruption. 4.1 Great care should be exercised in 5.4. There is very little specific federal handling water around the galvanizing kettle. legislation regarding building codes, which are The introduction of water, or the insertion of wet generally left to local jurisdictions. parts, can be explosive in nature. Water will 5.5 HDG facilities are not commercial instantly vaporize and can cause the molten zinc buildings and do not follow the same fire codes to erupt in all directions. The larger the volume for sprinkler usage. Local building and fire of water, the more violent the reaction becomes. authorities should be contacted regarding their 4.2 Due to the possible reaction between specific codes or permits. water and the molten zinc, use only dry chemical 5.6 The International Building Code (IBC) is or carbon dioxide extinguishers in the vicinity of a model building code developed by the the HDG kettle. International Code Council and has been adopted 4.3 The local fire department should be throughout most of the United States. informed of the existence and location of the 5.6.1 The IBC standard for Fire Protection HDG kettle. It is advisable to post signs at building entrances stating that there is a molten 2 American Galvanizers Association Galvanizing Guidelines 6/29/2015 lists several exempt locations for fire sprinklers. Both of these plans are essential components of a Section 903.3.1.1.1 states, fire preparedness plan. 6.2 Employees must be made aware of the â€œAutomatic sprinklers shall not be required fire hazards of the materials and processes with in the following rooms or areas where such which they are exposed to. rooms or areas are protected with an 6.3 OSHA requires that a written copy of the approved automatic fire detection systemâ€¦ facilityâ€™s fire prevention plan be kept in the that will respond to visible or invisible workplace and made available for employees to particles of combustion.â€ review. 6.3.1 Employers are required to review with Rooms are defined as: each employee the parts of the plan that are â€œAny room where the application of water, or specific to that employeeâ€™s ability to protect flame and water, constitutes a serious life or oneself in an emergency. fire hazard. Any room or space where sprinklers are considered undesirable because 7. Examples of Interactions with Local of the nature of the contents, when approved Authorities by the fire code official.â€ 7.1 Some cities may request a variance or exemption for fire sprinklers over the HDG kettle. Local authorities should be contacted to determine the city/state fire suppression requirements. 7.2 Two examples are given to show what some galvanizers did in explaining why fire suppression is not used over the HDG kettle. 7.3 Example 1 This galvanizer explained to their local authority why it is necessary to eliminate any automatic foam or water extinguishing systems from the galvanizing area. 6. Occupational Safety and Health â€œTo remove any safety hazards due to super- Administration (OSHA) Regulation heated steam or zinc explosions, it is necessary to eliminate any automatic foam or 6.1 OSHA does not address fire sprinkler water extinguishing systems. The potential installation but adopts the NFPA specifications. for violent molten zinc explosions and super- OSHA focuses on the requirements of preventing heated steam due to added water or foams fires in a workplace. could be a serious safety risk not only for our 6.1 OSHAâ€™s regulation, 29 CFR 1910.39, employees, but any fire or rescue personnel discusses a fire prevention plan. A fire that enter this area of the plant during a fire prevention plan details what to do to prevent a incident.â€ fire. OSHAâ€™s regulation, 29 CFR 1910.38, discusses an emergency action plan. The 7.4 Example 2 emergency action plan is important in providing This galvanizer also used an explanation in information on what to do when a fire occurs. detailing why fire suppression is not used around 3 American Galvanizers Association Galvanizing Guidelines 6/29/2015 the HDG kettle during an inspection of their 8. Informational Links to Referenced facility. This galvanizer has a physically Documents separated area for their HDG kettle. 8.1 Information on the referenced documents â€œWe have on occasion been asked about fire for fire suppression can be found at the following suppression from fire marshals or local fire websites. departments performing inspections. Our ï‚· IBC Chapter 9: Fire Protection Systems - response has always been that there is nothing 903.3.1.1.1 Exempt Locations at flammable in our kettle rooms and that water and http://publicecodes.cyberregs.com/icod/ibc/2 molten zinc do not mix well.â€ 012/icod_ibc_2012_9_par055.htm ï‚· NFPA 13 â€œStandard for the Installation of 7.5 The reasoning behind both examples is Sprinkler Systemsâ€ â€“ the current edition can that having fire suppression around the HDG be accessed at http://www.nfpa.org/codes- kettle creates an unsafe environment by the and-standards/document-information- potential of having molten zinc splatter out when pages?mode=code&code=13 in contact with water. The two examples given ï‚· OSHAâ€™s 29 CFR 1910.38, â€œEmergency show that when explaining the dangers of water Action Plansâ€ at in contact with molten zinc can help when https://www.osha.gov/pls/oshaweb/owadisp.s dealing with local authorities, fire marshals, or how_document?p_table=STANDARDS&p_i inspectors. d=9726 7.6 In the galvanizing process, there may be ï‚· OSHAâ€™s 29 CFR 1910.39, â€œFire Prevention times when zinc will splatter out when the Plansâ€ at material entering into the HDG kettle is slightly https://www.osha.gov/pls/oshaweb/owadisp.s wet. These small quantities of moisture cause how_document?p_table=STANDARDS&p_i small amounts of zinc to splatter out of the d=12887 kettle. In realizing that just a tiny amount of zinc ï‚· OSHAâ€™s 29 CFR 1910.159, â€œAutomatic is splattered out with a slightly damp piece of Sprinkler Systemsâ€ at steel, introducing water over kettle would be https://www.osha.gov/pls/oshaweb/owadisp.s very dangerous in that large quantities of zinc how_document?p_table=STANDARDS&p_i would be splattering out. d=9813 ï‚· OSHAâ€™s 29 CFR 1910.160, â€œFixed Extinguishing Systemsâ€ at https://www.osha.gov/pls/oshaweb/owadisp.s how_document?p_table=STANDARDS&p_i d=9814 4 American Galvanizers Association Galvanizing Guidelines 6/29/2015 WORK PERFORMED BY BURNS FIRE PROTECTION SYSTEM, INC. CONSISTS OF: EXTENDING NEW DRY SYSTEM PIPING TO ALL AREAS OF BUILDING AS REQUIRED BY NFPA #13 2019 SYSTEMS HYDRAULICALLY DESIGNED FOR ORDINARY HAZARD GROUP I .15 GPM/ 1950 SQ.FT.OCCUPANCIES, IN GALVANIZING AND DIPPING AREAS. PROCESSES DO NOT INCLUDE FLAMMABLE LIQUIDS SYSTEM DESIGNED GROUP II .20 GPM/ 1950 SQ.FT. IN STORAGE AREAS, UNDER LOADING DOCK CANOPIES. LIGHT HAZARD IN OFFICES- SPACING OF SPRINKLERS BASED ON 130 SQ.FT. MAXIMUM, EXCEPT IN OFFICE AREAS 225 SQ.FT. MAXIMUM ALL PIPING EXPOSED TO CORROSIVE CONDITIONS (PICKLING AREAS) TO BE PROTECTED WITH PROTECTIVE COATING IN 2 ACCORDANCE WITH NFPA #13 2019. COATING TO BE ACID RESISTANT PAINT- LANCO ULTRA DUREX ACRYLIC ANTICORROSIVE ENAMEL , SHERWIN WILLIAMS RESUFLOR 341 EQUAL 16.4.2.1* WHERE CORROSIVE CONDITIONS ARE KNOWN TO EXIST DUE TO MOISTURE OR FUMES FROM CORROSIVE CHEMICALS OR BOTH, SPECIAL TYPES OF FITTINGS, PIPES, AND HANGERS THAT RESIST CORROSION SHALL BE USED, OR A PROTECTIVE COATING SHALL BE APPLIED TO ALL UNPROTECTED EXPOSED SURFACES OF THE SPRINKLER SYSTEM. A.16.4.2.1 BEING EXPOSED TO THE OUTSIDE ATMOSPHERE IS NOT NECESSARILY A CORROSIVE ENVIRONMENT. TYPES OF LOCATIONS WHERE CORROSIVE CONDITIONS CAN EXIST INCLUDE BLEACHERIES, DYE HOUSES, METAL PLATING PROCESSES, ANIMAL PENS, AND CERTAIN CHEMICAL PLANTS. IF CORROSIVE CONDITIONS ARE NOT OF GREAT INTENSITY AND HUMIDITY IS NOT ABNORMALLY HIGH, GOOD RESULTS CAN BE OBTAINED BY USING A GOOD GRADE OF COMMERCIAL ACID-RESISTING PAINT. THE PAINT MANUFACTURERâ€™FS INSTRUCTIONS SHOULD BE FOLLOWED IN THE PREPARATION OF THE SURFACE AND IN THE METHOD OF APPLICATION. WHERE MOISTURE CONDITIONS ARE SEVERE BUT CORROSIVE CONDITIONS ARE NOT OF GREAT INTENSITY, COPPER TUBE OR GALVANIZED STEEL PIPE, FITTINGS, AND HANGERS MIGHT BE SUITABLE. THE EXPOSED THREADS OF STEEL PIPE SHOULD BE PAINTED. IN INSTANCES WHERE THE PIPING IS NOT ACCESSIBLE AND WHERE THE EXPOSURE TO CORROSIVE FUMES IS SEVERE, EITHER A PROTECTIVE COATING OF HIGH QUALITY CAN BE EMPLOYED OR SOME FORM OF CORROSION- RESISTANT MATERIAL USED CORROSION PROOF TEFLON COATED GALVANIZING DIPPING, SPINNING AND PLATING AREAS TO BE SHIELDED FROM SPRINKLER DISCHARGE. ROOMS OR AREAS IN THESE AREAS ARE EXEMPT FROM SPRINKLER PROTECTION DUE TO HAZARDS APPLICATION OF WATER CONSTITUTES A SERIOUS LIFE OR SAFETY HAZARD REFER TO FP2.1 FOR INFORMATION. PROCESS DESCRIPTION: SMALL METAL PARTS ARE PROCESSED, USING WATER MISCIBLE CAUSTIC AGENTS (NON-FLAMMABLE LIQUIDS) IN THE PICKLING DIP TANK. METALS PARTS ARE THEN CLEANED WITH WATER MISCIBLE CLEANING AGENTS (NONFLAMMABLE LIQUIDS). GALVANIZED COATINGS ARE THEN APPLIED TO SMALL PARTS. THERE IS NO WELDING, FABRICATION OR OTHER METAL WORKING BASIS OF HYDRAULIC DESIGN: INDUSTRIAL PROCESS AREAS ARE METAL PROCESSING ORDINARY HAZARD GROUP 1- NO FLAMMABLE LIQUIDS ARE USED IN PROCESS. NO WELDING OR OTHER MACHINING, DIE CASTING, METAL EXTRUDING IS PRESENT 4.3.3* ORDINARY HAZARD (GROUP 1). THE FOLLOWING SHALL BE PROTECTED WITH OH1 OCCUPANCY CRITERIA IN THIS STANDARD: (1) SPACES WITH MODERATE QUANTITY AND LOW COMBUSTIBILITY OF CONTENTS (2) STOCKPILES OF CONTENTS WITH LOW COMBUSTIBILITY THAT DO NOT EXCEED 8 FT (2.4 M)- HYDRAULIC DESIGN .15 GPM DENSITY OVER 1950 SQ.FT. - DESIGN AREA INCREASED 30% FOR DRY PIPE SYSTEM PROTECTION STORAGE AREAS: INCLUDING EXTERIOR DOCKS METAL PRODUCTS EXPOSED OR IN CARDBOARD PACKAGING- 12' MAXIMUM STORAGE HEIGHT NFPA #13- 2019 4.3.4* ORDINARY HAZARD (GROUP 2). THE FOLLOWING SHALL BE PROTECTED WITH OH2 OCCUPANCY CRITERIA IN THIS STANDARD: (1) SPACES WITH MODERATE TO HIGH QUANTITY AND COMBUSTIBILITY OF CONTENTS (2) STOCKPILES OF CONTENTS WITH MODERATE TO HIGH COMBUSTIBILITY THAT DO NOT EXCEED 12 FT (3.7 M) HYDRAULIC DESIGN .20 GPM DENSITY OVER 1950 SQ.FT. - DESIGN AREA INCREASED 30% FOR DRY PIPE SYSTEM PROTECTION- HYDRAULIC DESIGN TO INCLUDE SPRINKLERS MINIMUM 15' BEYOND AND AROUND STORAGE AREAS DUE TO LACK OF SEPARATION BETWEEN STORAGE AREAS AND PROCESS AREAS, HYDRAULIC CALCUALTIONS ARE BASED UPON THE WORST CASE OCCUPANCY CLASSIFICATION OF ORDINARY GROUP II FOR STORAGE NOT EXCEEDING 12' IN HEIGHT Calculation results for Design Area1 - SW CORNER This system as shown onBurns Fire Protection, Inc company print no dated5/13/16 Calculation results for Design Area3 - lower mewzzanine for SEATTLE GALVANIZING PLANT at 18520 67th Ave N.E. This system as shown onBurns Fire Protection, Inc company print no dated5/13/16 contract no is designed to discharge at a rate of0.2 gpm/ftÂ² (L/min/mÂ²) of floor area over SCOPE OF WORK IN for SEATTLE GALVANIZING PLANT at 18520 67th Ave N.E. a maximum area of1950 ftÂ² when supplied with water at a rate of794.9 gpm at 68.8 psi at the base of the riser. contract no is designed to discharge at a rate of0.1 gpm/ftÂ² (L/min/mÂ²) of floor area over Hose stream allowance of is included in the above. a maximum area of1950 ftÂ² when supplied with water at a rate of466.3 gpm at 63.5 psi at the base of the riser. THIS SUBMITTAL Occupancy classification: OH2 OVER STROAGE AND OH1 OVER PROCESS AREASNumber of heads flowing:19 Hose stream allowance of is included in the above. EXISTING BUILDING - Commodity classification: System Type: Dry Occupancy classification: lh Number of heads flowing:21 Maximum storage height: Maximum velocity: 18.95 ft/s Commodity classification: System Type: Dry Storage arrangement: Maximum storage height: Maximum velocity: 30.83 ft/s NO WORK THIS SUBMITTAL Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 68.8 psi Storage arrangement: Flow from Overhead sprinklers: 544.9 gpm Pressure Available at Source: 78.6 psi Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 63.5 psi Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 9.8 psi Flow from Overhead sprinklers: 366.3 gpm Pressure Available at Source: 78.8 psi 0943 Flow from Outside Hoses: 250 gpm H1 Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 15.3 psi Other fixed flows: 0 gpm Flow from Outside Hoses: 100 gpm 09440945 Total flow in system piping: 794.9 gpm Other fixed flows: 0 gpm 1,2,3 Additional flow at/beyond source: 0 gpm Total flow in system piping: 466.3 gpm Total of all flows: 794.9 gpm Additional flow at/beyond source: 0 gpm Total of all flows: 466.3 gpm Calculation results for Design Area2 - STORAGE CANOPY This system as shown onBurns Fire Protection, Inc company print no dated5/13/16 1. TAP AND GATE VALVE TO EXISTING 8" SUPPLY LOOP for SEATTLE GALVANIZING PLANT at 18520 67th Ave N.E. contract no is designed to discharge at a rate of0.1 gpm/ftÂ² (L/min/mÂ²) of floor area over 2. NEW 6" D.I. TO BUILDING a maximum area of1950 ftÂ² when supplied with water at a rate of669.6 gpm at 66.7 psi at the base of the riser. 3. STUB UP TO NEW RISER MANIFOLD-REFER TO PIPING PLANS Hose stream allowance of is included in the above. 4. WALL MOUNT F.D.C. Occupancy classification: OH2 Number of heads flowing:16 5. WALL MOUNT ELECTRIC ALARM BELL Commodity classification: System Type: Dry 6. NEW FIRE HYDRANT ASSEMBLIES Maximum storage height: Maximum velocity: 23.43 ft/s 67TH AVE NE Storage arrangement: Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 66.7 psi Flow from Overhead sprinklers: 419.6 gpm Pressure Available at Source: 78.7 psi W1 Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 12 psi Flow from Outside Hoses: 250 gpm Other fixed flows: 0 gpm Source Information Total flow in system piping: 669.6 gpm Date of Flow Test / Info : 8/31/2023 1.NEW 8x6 TAP TO EXISTING SUPPLY MAIN2. Additional flow at/beyond source: 0 gpm Location of flow test data : 1.2.TAP TO EXISTNNG SUPPLY MAINNEW 6" D.I. SUPPLT TO BUILDING Total of all flows: 669.6 gpm 67th ave NE 3.4.NEW STUB TO RISER MANIFOLD SEE PIPING PLANS Source of flow test data : modeled flow by Ryan Morrison-Arlington Water Source Data Points Pump Data Points Pressure Flow Pressure Flow 79.00 0.00 66.00 5000.00 2 WHITE CORRO. PROOF 2/6/2025 C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg, 5/9/2025 9:10:59 AM, AutoCAD PDF (Smallest File).pc3 2 WHITE CORRO. PROOF 2/6/2025 C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg, 5/9/2025 9:12:23 AM, AutoCAD PDF (Smallest File).pc3 BUILDING SECTION 2 Scale: 1/4"=1' *F A3 *F *F UL C R US LISTED FM APPROVED RISER DETAIL 1/FP1 0 1' 2' 3' 4' 1/2"=1'0" SYSTEM RISER/SUPPLY Components 1 6" SUPPLY 2 6" GROOVED BY FLANGE ADAPTER 3 6x4" REDUCER 4 6" AMES DERINGER 30 DOUBLE CHECK DETECTOR ASSEMBLY 5 4" TYCO DPV-1 DRY VALVE WITH ACCELERATOR 6 RISER MOUNT AIR COMPRESSOR WITH AIR MAINT. DEVICE -1200 GALLON SYSTEM 7 (2) 2 1/2" HOSE VALVES FOR FORWARD TEST OF BACKFLOW PREVENTOR 429GPM SYSTEM FLOW 8 4" CV-1 CHECK VALVE (9.63" T.O.) 9 4" x2 1/2x2 1/2 WALL MOUNT FDC 10 10" ELECTRIC BELL Buildex 11 12 HEAD SPARE HEAD BOX T1 *F INDICATES FLEXIBLE COUPLING FOR PIPE IN supported by dimensional lumber T2 2 WHITE CORRO. PROOF 2/6/2025 C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg, 5/9/2025 9:11:38 AM, AutoCAD PDF (Smallest File).pc3 DA Name: 1 Design Area 2 Dry System DA Area: 1984.51 STORAGE CANOPY DemandCalculations using Hazen-Williams Method 203 Occupancy Classification: OH2 Design Area Density: 0.1 0946 209 208 207 206 205 204 0011 0916 202 201 Additional Outside Hose: 0 Design Area Size: 1950 LINES FOLLOW Notes: T2 T2 SLOPE 6"BELOW PURLINS T1 LOADING T1 CANOPY STORAGE 0002 216 215 214 213 212 211 0009 0915 210 CANOPY BOD AFF BOD REF 0008 BOD AFF BOD AFF REF T1 REF T2 T2 T1 AFF 0024 REF BOD AFF 0030 REF BOD 0141 0140 0138 AFF REF 0042 0027 00310047 BOD 1 AFF REF HIGH POINT OF CROSSMAIN BOD AFF REF BOD AFF OHD AT 18' AFF REF Design Area 1 Dry System SW CORNER DemandCalculations using Hazen-Williams Method CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM Occupancy Classification: OH2 OVER STROAGE AND OH1 OVER PROCESS AREAS 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM CRANE BEAM Design Area Density: 0.20 Additional Outside Hose: Design Area Size: 1950 Notes: 105 110 115 119 BOD AFF REF 104 109 114 118 LOW POINT OF CROSSMAIN 2 BOD AFF REF 103 108 113 117 102 107 112 116 STAIR 0089 BOD AFF REF LINES FOLLOW ROOF SLOPE 6" BELOW PURLINS STOR, 101 106 111 STOR, DA Name: 1 DA Area: 2047.17 OHD AT 15' AFF 3 OHD AT 18' AFF 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM 2CROOF BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM CRANE BEAM 0938 BOD BOD AFF AFF 1 REF REF 0094 FP1 0096 0939 BOD 4 0940 AFF BOD BOD BOD HIGH POINT OF REF BOD AFF AFF LOW POINT OF CROSSMAIN AFF AFF REF REF CROSSMAIN REF HIGH POINT OF REF CROSSMAIN FROM SYSTEM RISER ARM-OVER AND RISE TO RUN ALONG BEAM SUPPORT FROM TOP OF BEAM 2 WHITE CORRO. PROOF 2/6/2025 C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg, 5/9/2025 9:12:54 AM, AutoCAD PDF (Smallest File).pc3 DA Name: 3 DA Area: 2022.68 323 304 0959309 WOMENS 322 BOD OTS WITH 1' DEEP BEAM AFF REF BOD BOD AFF AFF REF REF MENS BOD 303 AFF 321 STORAGE REF 0010 324CORRIDOR 318 0022 314 0007 0012 BOD 0006 AFF REF W/H 0021 0013 0046 0048 BOD 306 AFF REF OFFICE 311 BOD AFF REF LOBBY 305 CORRIDOR 0016 313 STAIR 302 0017 312 319 310 Design Area 3 Dry System CORRIDOR lower mewzzanine 307 308 0018 316 Demand Calculations using Hazen-Williams Method Occupancy Classification: lh Design Area Density: 0.1 Additional Outside Hose: 0 301 OFFICE Design Area Size: 1950 OFFICE OFFICE OFFICE Notes: calulations include all of lower mezzanine ceiling 7'8" LOWER MEZZANINE PIPING 1 Scale: 1/4"=1' UPPER MEZZANINE PIPING 2 Scale: 1/4"=1' 2 WHITE CORRO. PROOF 2/6/2025 C:\Users\yates\Documents\dwg2\burns\Arlington Galvanizing Plant\Submittal\Arlington Galvinizing Plant - review response\Arlington Galvinizing Plant.dwg, 5/9/2025 9:13:19 AM, AutoCAD PDF (Smallest File).pc3 Burns fire protection systems,Burns fire protection systems, Burns fire protection systems, ininincinccc.... DESIGN INSTALLATION MAINTENANCE FABRICATION To: North County Regional Fire Authority 8117 267th St. NW Stanwood, Wa 98292 Attn: Steve Goforth Re: Review Response Revised 5/9/2025 BLD6532 Comment Letter Seattle Galvanizing Small Parts Date: March 17, 2025 Project Name: Seattle Galvanizing-Arlington Address: 18520 67th Ave NE Dear Steve This letter addresses the review comments on the proposed Automatic Fire Sprinkler System dated March 17, 2025, and the subsequent comments on May 5, 2025. The following are itemized response to comment items. Response to item #2 has been expanded to further clarify intent to protect sprinkler system equipment and sprinklers in areas with potentially corrosive atmosphere. 1) The remote fire calculation is OH1 and OH2 based on 2016 numbers. The Galvanizing plant would be an Extra Hazard, Group 2 (copied from NFPA 13, 2019 edition with Handbook commentary. A.4.3.6 Extra hazard (Group 2) occupancies include occupancies having uses and condmons similar to the following: (1) Asphalt saturating (2) Flammable liQuids spraying (3) Flow coating (4) Manufactured home or modular building assemblies (where finished enclosure is present and has combustible interiors) (5) Open oil Quenching (6) Plastics manufacturing (7) Solvent cleaning (8) Varnish and paint dipping (9) Car slackers and car lift systems with 2 cars stacked vertically A.4.3.6 Extra hazard (Group 2) occupancies include occupancies having uses and condttions similar to the following: (1) Asphalt saturating (2) Flammable liQuids spraying (3) Flow coating (4) Manufactured home or modular building assemblies (where finished enclosure is present and has combustible interiors) (5) Open oil Quenching (6) Plastics manufacturing (7) Solvent cleaning (8) Varnish and paint dipping (9) Car slackers and car lift systems with 2 cars stacked vertically This occupancy contains limited combustible fire loading. The processes in this proposed occupancy do not include flammable liquids, as referenced in the extra hazard categories, and the material being galvanized is noncombustible metal Required Hydraulic design is based upon NFPA #13 Standards for ordinary hazard group I in process areas and ordinary group II in storage areas. Since storage areas are not separated from process ares, the hydraulic design for ordinary hazard II (storage 12â€™ or less in height) is used. .20 gpm density over a 1950 sq.ft. design area. Design area has been increased 30% where dry pipe sprinkler protection is used. NFPA #13 2019 Ordinary Hazard (Group 1). The following shall be protected with OH1 occupancy criteria in this standard: (1) Spaces with moderate quantity and low combustibility of contents (2) Stockpiles of contents with low combustibility that do not exceed 8 ft (2.4 m) Within the ordinary hazard classification, Group 1 occupancies present the least severe fire threat. Group 1 occupancies are most light manufacturing and service industries where the use of flammable and combustible liquids or gases is either nonexistent or very limited. Stockpiles of combustible commodities typically found within an ordinary hazard (Group 1) occupancy cannot exceed a height of 8 ft (2.4 m). Additionally, where the quantity and arrangement of the stockpiles do not exceed the limitations of miscellaneous storage, as defined in Chapter 3, the requirements of Chapter 4 apply. If the miscellaneous storage limitations are exceeded, then the provisions of Chapter 20 apply. A.4.3.3 Ordinary hazard (Group 1) occupancies include occupancies having uses and conditions similar to the following: (1) Automobile parking and showrooms (2) Bakeries (3) Beverage manufacturing (4) Canneries (5) Dairy products manufacturing and processing (6) Electronic plants (7) Glass and glass products manufacturing (8) Laundries (9) Restaurant service areas (10) Porte cocheres (11) Mechanical rooms NFPA #13 4.3.4* Ordinary Hazard (Group 2). The following shall be protected with OH2 occupancy criteria in this standard: (1) Spaces with moderate to high quantity and combustibility of contents (2) Stockpiles of contents with moderate to high combustibility that do not exceed 12 ft (3.7 m) The materials used in the galvanizing process do not include process using flammable liquids. A.4.3.4 Ordinary hazard (Group 2) occupancies include occupancies having uses and conditions similar to the following: (1) Agricultural facilities (2) Barns and stables (3) Cereal mills (4) Chemical plants â€” ordinary (5) Confectionery products (6) Distilleries (7) Dry cleaners (8) Exterior loading docks (Note that exterior loading docks only used for loading and unloading of ordinary combustibles should be classified as OH2. For the handling of flammable and combustible liquids, hazardous materials, or where utilized for storage, exterior loading docks and all interior loading docks should be protected based upon the actual occupancy and the materials handled on the dock, as if the materials were actually stored in that configuration.) (9) Feed mills (10) Horse stables (11) Leather goods manufacturing (12) Libraries â€” large stack room areas (13) Machine shops (14) Metal working 2) Sprinkler piping requires corrosion-resistant material or coating. Response: Corrosion Resistant sprinklers are proposed for this facility (white Teflon coated) as indicated in NFPA #13 2019 Para 7.2.5.1. These sprinklers are listed corrosion resistant sprinklers with factory applied coating. Sprinklers will be tested on a 10 year basis as required by NFPA #25 5.3.1.1.3 Listed corrosion-resistant sprinklers installed in harsh environments shall be permitted to be tested on a 10-year basis. Where corrosive atmosphere is present a protective coating will be applied to sprinkler system material. The corrosion resistant paint/coating will be field applied. ALL PIPING EXPOSED TO CORROSIVE CONDITIONS (PICKLING AREAS) TO BE PROTECTED WITH PROTECTIVE COATING IN ACCORDANCE WITH NFPA #13 2019. COATING TO BE ACID RESISTANT PAINT- Paint to be following or equal: LANCO ULTRA DUREX ACRYLIC ANTICORROSIVE ENAMEL , SHERWIN WILLIAMS RESUFLOR 341 Annual confidence inspections are required, which include visual inspection for evidence of corrosion, in accordance with NFPA #25. Visual inspection will typically reveal corrosion by rust staining or flaking, prior to long term damage to the piping. Visual evidence triggers the need for closer inspection 5.2.2* Pipe and Fittings. Sprinkler pipe and fittings shall be inspected annually from the floor level. A.5.2.2 The conditions described in 5.2.2 can have a detrimental effect on the performance and life of pipe by affecting corrosion rates or pipe integrity or otherwise rendering the pipe ineffectual. A.5.2.2.1 Surface corrosion not impacting the integrity of the piping strength or raising concern of potential leakage should not warrant the replacement of piping. A degree of judgment should be exercised in the determination of the extent of corrosion that would necessitate replacement 3) Need Plans that include the galvanizing equipment to evaluate obstructions Equipment locations are provided on FP2.1 . Additional information is on hazards associated with application of water in galvanizing process is provided at end of this letter. Galvanizing kettles, tanks, etc. to be shielded from spray from overheads sprinklers. 4) Detailed Hazardous Materials Management Plan (HMMP) and a Hazardous Materials Inventory Statement (HMIS) complying with the requirements of Section 407 is required Detailed HMMP plan and inventory to be provided by owner 5) Safety Data Sheets required to evaluate the fire risk Safety data sheets to be provided by owner Regards, David Yates Burns Fire Protection Systems, Inc NICET level IV cert #86528 Phone: (425) 388-0124 (360) 691-2235 or Fax: (360) 691-2704 P.O. Box 1110 Granite Falls, WA 98252 Permit #: 6352 Permit Date: 02/10/25 Permit Type: FIRE SPRINKLER Project Name: Seattle Galvanizing - Arlington Applicant Name: Burns Fire Protection Systems, Inc. Applicant Address: PO Box 1110 Applicant, City, State, Zip: Granite Falls Contact: Audra Williams Phone: 3606912235 Email: audra@burnsfire.com Scope of Work: NFPA13 sprinkler system Valuation: 175900.00 Square Feet: 41965 Number of Stories: 1 Construction Type: lA Occupancy Group: A-1; Assembly ID Code: Permit Issued: 07/30/2025 Permit Expires: 01/30/2026 Form Permit Type: FIRE SPRINKLER Status: EXPIRED Assigned To: Hannah Hardwick Property Parcel # Address Legal Description Owner Name Owner Phone Zoning 349 Other Fabricated 31052200100200 18520 67TH AVE NE Metal Products NEC Contractors Contractor Primary Contact Phone Address Contractor Type License License # Burns Fire Protection CONSTRUCTION Audra Williams 360-691-2235 PO Box 1110 COA 603 467 812 Systems CONTRACTOR Burns Fire Protection CONSTRUCTION Labor & Audra Williams 360-691-2235 PO Box 1110 BURNSFP841DU Systems CONTRACTOR Industries Burns Fire Protection CONSTRUCTION Audra Williams 360-691-2235 PO Box 1110 NICET 86528 Systems CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status *Scheduled for 8:30am FS05. Contact - Not 11/06/2025 ABOVEGROUND 11/07/2025 11/07/2025 BUILDING Keith Kyle Completed HYDRO Phone: 425-905-5780 Plan Reviews Date Review Type Description Assigned To Review Status 04/17/2025 FIRE SPRINKLER BUILDING Approved 02/10/2025 FIRE SPRINKLER PW-WAT-REV In Review 04/17/2025 FIRE SPRINKLER FIRE Approved Fees Fee Description Notes Amount Fire System Plan Review Table 4-2 $1,388.99 Credit Card Service $41.67 Processing/Technology $25.00 Fire Sprinkler System Commercial NFPA 13/13R $1,450.00 Credit Card Service $44.25 Total $2,949.91 Attached Letters Date Letter Description 07/30/2025 Building Permit 02/10/2025 Web Form - Building Application Payments Date Paid By Description Payment Type Accepted By Amount XBP Conf: 02/10/2025 $1,388.99 222756464 02/10/2025 A Dion 222756464 Hannah Hardwick $41.67 07/29/2025 Alan Smith 238528619 Hannah Hardwick $44.25 XBP Conf: 07/29/2025 $1,475.00 238528619 Outstanding Balance $0.00 Notes Date Note Created By: 12/29/2025 sent expiration notice Hannah Hardwick 12/01/2025 sent expiration notice Hannah Hardwick 05/06/2025 sent second round of review comments Hannah Hardwick 04/07/2025 sent review comments to applicant Hannah Hardwick Uploaded Files Date File Name 07/30/2025 27576349-2025_BLD6352_IssuedPermit.pdf 07/30/2025 27576010-20250730_BLD6352_Approved Plans.pdf 05/09/2025 25849584-Arlington Galvinizing Plant-revised 5_9_25.pdf 05/09/2025 25849585-Arlington Galvanizing Plant Review Response revised 5_9_25.pdf 05/08/2025 25824431-20250508_BLD6352_Applicant Response.pdf 04/17/2025 25521225-20250417_BLD6352_Revised Submittal 4_17_24.pdf 04/17/2025 25521226-20250417_BLD6352_Revised remote area 3.pdf 04/17/2025 25521227-20250417_BLD6352_Applicant Responses.pdf 04/17/2025 25521228-20250417_BLD6352_Revised Braces.pdf 04/17/2025 25521229-20250417_BLD6352_Revised remote area 2.pdf 04/17/2025 25521231-20250417_BLD6352_Revised remote area 1.pdf 03/18/2025 24958289-20250318_BLD6352_Fire Review Comments.pdf 02/10/2025 968e7a75352d8ff668408398f027d533_arlington_galvinizing_plant_-_submittal.pdf 02/10/2025 79cb5abb5ba080bb65020eb40d67a8ee_arlington_galvinizing_plant_-remote_area_3.pdf 02/10/2025 5118ed1d75b428ff5aac42c12bf30aa5_arlington_galvanizing_plant_-_sprinkler_permit_application.pdf 02/10/2025 d8625c040628a009eb44a8c71b476e5f_arlington_galvinizing_plant_-_braces-to-crane-support-beams-2_6_2025.pdf 02/10/2025 b3cf5e5a453de51f5f0f60ba5acc72ad_arlington_galvinizing_plant_-_remote_area_1.pdf 02/10/2025 18b17b14e098d26bde366c9b462b5ed7_arlington_galvinizing_plant_-_remote_area_2.pdf 02/10/2025 4707e35a520ce53d3a8134b33f9e58ab_arlington_galvanizing_plant_-_material_submittal.pdf