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HomeMy WebLinkAbout5702 172ND ST NE_BLD1355_2026 FIRE SPRINKLER ` PERMIT APPLICATION IN G Department of Community&Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) SETS OF COMPLETE AND SCALED PLANS, TWO (2) SETS OF HYDRAULIC CALCULATIONS, TWO (2) SETS OF EQUIPMENT SPECIFICATIONS FOR EACH FIRE SPRINKLER PERMIT APPLICATION. INCLUDE ELECTRICAL PLANS WHERE APPLICABLE. ALSO INCLUDE SPECIFICATION SHEETS, WIRING DIAGRAMS (POINT TO POINT WIRING), AND ALL OTHER INFORMATION ON ALL EQUIPMENT TO BE INSTALLED PRIOR TO INSTALLATION. Type of Permit: x❑ New Fire Sprinkler ❑ Fire Sprinkler Add/Alt ❑ Underground Fire Line Project Address: 5700 172nd NE Arlinaton. WA 98223 ParcellD#: 31052700201300 Project Valuation: $92. 6 0 0 Number of Heads: 336 Building Area (Sq Ft): 41, 5 9 2 Owner: USA IN TRUST FOR STILLAGUAMISH TRIBE Phone Number: Address: 911 NE 11 TH AVE City: PORT LAND State: OR Zip Code: 9 7 2 3 2—416 9 Contact Person: Casey Yardley Phone Number: (3 60) 7 94—7 92 6 Cell Phone: (360) 794-7926 Email: caseyy@wolfefp . com Address: 17321 Tye St SE Suite B City: Monroe State: WA Zip Code: 98272 Contractor: Wolfe Fire Protection Phone Number: (360) 7 94—7 92 6 Address: 17321 Tye St SE Suite B City: MnnrnP State: WA Zip Code: 98272 Contractor's License Number: WOLFEFP 9 0 6DD Expiration: 9/12/18 Contact Person: Jodi Joanis Email: lodi�@wolfefp . com I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington. .ill 11 � Ap nts Si nature Date Print Applicants Name FOR STAFF USE ONLY Received � S MAP n 1 )nil Permit# c;opted By - Amount Received Receipt# Date Received WEB Forms-131 Page 1 of 1 6/16LP CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:5700 172nd Street NE Permit#:1355 Parcel#:31052700201300 Valuation:92600.00 OWNER APPLICANT CONTRACTOR Name:STILLAGUAMISH TRIBE OF INDIANS Name:Wolfe Fire Protection,Inc. Name:Wolfe Fire Protection,Inc. IN TRUST Address:3310 SMOKEY PT DR Address:17321 Tye Street SE,#B Address: 17321 Tye St SE,#B City,State Zip:ARLINGTON,WA 98223 City,State Zip:Monroe,WA 98272 City,State Zip:Monroe,WA 98272 Phone: Phone:360-794-7926 Phone:360-794-7926 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Fire Sprinkler CODE YEAR: 2015 STORIES: 2 CONST.TYPE: 11-B DWELLING UNITS: OCC GROUP: B BUILDINGS: 1 OCC LOAD: 811 PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC 110/IRC 110. 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 coded C' f Arlington#3101. ature Print Name Date IFeleased By Date CONDITIONS Adhere to approved plans. Additional requirements: A DCVA is required at point of connection with the water main. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 5/3/2017 Fire Review Fee $100.00 5/3/2017 Fire Sprinkler Fee $1,341.35 5/3/2017 Processing/Technology Fee $25.00 Total Due: $1,466.35 Total Payment: $100.00 Balance Due: $1,366.35 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:5700 172nd Street NE Permit#: 1355 Parcel#:31052700201300 Valuation:92600.00 OWNER APPLICANT CONTRACTOR Name:STILLAGUAMISH TRIBE OF INDIANS IN TRUST Name:Wolfe Fire Protection,Inc. Name:Wolfe Fire Protection,Inc. Address:3310 SMOKEY PT DR Address:17321 Tye Street SE,#B Address: 17321 Tye St SE,#B City,State Zip:ARLINGTON,WA 98223 City,State Zip:Monroe,WA 98272 City,State Zip:Monroe,WA 98272 Phone: Phone:360-794-7926 Phone:360-794-7926 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip- Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Fire Sprinkler CODE YEAR: 2015 STORIES: 2 CONST.TYPE: 11-$ DWELLING UNITS: OCC GROUP: $ BUILDINGS: 1 OCC LOAD: 811 PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE.LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/1RC110. 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 coded C' f Arlington#3101. ature Print Name Date Keicased By Date CONDITIONS Adhere to approved plans. Additional requirements: A DCVA is required at point of connection with the water main. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION PERMIT FEES Date Description Fee Amount 5/3/2017 Fire Review Fee $100 00 5/3/2017 Fire Sprinkler Fee $1,341.35 5/3/2017 Processingfrechnology Fee $25.00 Total Due: $1,466.35 Total Payment: $100.00 Balance Due:. $1,366.35 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit Information Date 3/1/2017 Permit Number 1355 Project Name Island Crossing Healing Center Applicant Name Wolfe Fire Protection, Inc. Applicant Address 17321 Tye Street SE,#B City,State,Zip Monroe,WA 98272 Contact Casey Yardley Phone 360-794-7926 Email caseyy@wolfefp.com Permit Type Fire Sprinkler Site Address 5702 172nd Street NE Valuation 92600.00 Status Applied Permit Issued Permit Expires Square Feet 41592 Type of Construction/Occupancy Load Number of Stories 2 Proposed Use Installation for new commercial healing/dosing center Assigned To Kristin Foster Property Information Owner Information Parcel#:31052700201300 STILLAGUAMISH TRIBE OF INDIANS-IN TRUST STILLAGUAMISH TRIBE OF INDIANS-IN TRUST 3310 SMOKEY PT DR 5702 172ND ST NE ARLINGTON,WA 98223 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# Wolfe Fire Protection, Inc.JJodi Joanis 360-794-7926 odij@wolfefp.com CONTRACTOR 1-abor and Industries WOLFEFP906DD Review Date Type Description Target Date Completed Date Assigned To I Status 3/2/2017 Fire Sprinkler 3/9/2017 Kevin Olander lin Review 3/2/2017 Fire Sprinkler 33/9/2017 PW-Wat-Rev In Review 3/2/2017 Fire Sprinkler 3/9/2017 Rick Karns lin Review 3/2/2017 Fire Sprinkler 3/9/2017 Tom Cooper In Review Fees Fee IDescription Notes Amount Fire Review Feel 322.10.00,00 $100.00 ProcessingfTechnology Feel 341 43 00.02 $25 00 Total $125.0 Payments Date Paid By Amount Description Payment Type Accepted B 3/1/2017 olfe Fire Protection, Inc $100.00Fire Review Fee heck#100266 lKristin Foster Total $100001 Amount Outstanding:$25.0 Notes Date Note 3/2/2017 IPlans and specs are available for review tit the CED plan review room. Uploaded Files Upload File Date File Uploaded B 3/2/2017 9:0025 AM 13551CHC Application dt IFoster, Kristin , ' FIRE SPRINKL AR ' PERMIT APPLICATION y�LI1V 't� Department of Community&Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) SETS OF COMPLETE AND SCALED PLANS, TWO (2) SETS OF HYDRAULIC CALCULATIONS, TWO (2) SETS OF EQUIPMENT SPECIFICATIONS FOR EACH FIRE SPRINKLER PERMIT APPLICATION. INCLUDE ELECTRICAL PLANS WHERE APPLICABLE. ALSO INCLUDE SPECIFICATION SHEETS, WIRING DIAGRAMS (POINT TO POINT WIRING), AND ALL OTHER INFORMATION ON ALL EQUIPMENT TO BE INSTALLED PRIOR TO INSTALLATION. Type of Permit: x❑ New Fire Sprinkler ❑ Fire Sprinkler Add/Alt ❑ Underground Fire Line Project Address: 5700 172nd NE Arlington, WA 98223 ParcellD#: 31052700201300 Project Valuation: __$92. 6 0 0 Number of Heads: 3 3 6 Building Area (Sq Ft): 41, 5 9 2 Owner. USA IN TRUST FOR STILLAGUAMISH TRIBE Phone Number: Address: 911 NE 11 TH AVE City: P ORTLAND State: OR Zip Code: 9 7 2 3 2—416 9 Contact Person: Casey Yardley Phone Number: (3 60) 7 9 4—7 92 6 Cell Phone: (360) 794-7926 Email: _ caseyy@wolfefp . com Address: 17321 Tye St SE Suite B City: Monroe State: WA Zip Code: 98272 Contractor: Wolfe Fire Protection Phone Number: (360) 7 94—7 92 6 Address: 17321 Tye St SE Suite B City: MnnrnP State: WA Zip Code: 98272 Contractor's License Number: WOLFEFP 9 0 6DD Expiration: 9/12/18 Contact Person: Jodi Joanis Email: jodil@wolfefp . com I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington. Ap nts Si nature Date Print Applicants Name FOR STAFF USE ONLY "V C6(!V6d I S MAR Q 1Ti�9� Permit# ficcepted By Amount Received Receipt# Date Received WEB Forms—131 Page 1 of 1 6/16LP . ;.� 'i 3/2/2017 WOLFE FIRE PROTECTION INC I t Search L&I , \-Zlndc.x IR-11, fv1&,i Safety&Health C lI-jims&Insurance Workplace Rights Trades & Ltcensing Washington State Department of " Labor & Industries WOLFE FIRE PROTECTION INC Owner or tradesperson 17321 TYE ST SE#B Principals MONROE,WA 98272 360-794-8621 WOLFE,ASHTON, PRESIDENT SNOHOMISH County WOLFE,TODD,SECRETARY WOLFE,ASHTON TAGGERT,AGENT WOLFE, HOLLY MARIE,SECRETARY (End:08/24/2016) Doing business as WOLFE FIRE PROTECTION INC WA UBI No. Business type 602 377 322 Corporation Governing persons ASHTON TAGGERT WOLFE TODD V WOLFE: License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. WOLFEFP906DD Effective—expiration 03/04/2010—09/12/2018 Bond MERCHANTS BONDING CO(MUTUAL) $12,000.00 Bond account no. WAC41012 Received by L&I Effective date 09/11/2006 02/15/2010 Expiration date Until Canceled Insurance Watford Specialty Insurance Co $1,000,000.00 Policy no. BSCGL0004200 Received by L&I Effective date 08/18/2016 08/24/2016 Expiration date 08/24/2017 Help us iniprove https://secure.I ni.wa.gov/verify/Detail.aspx?UBI=602377322&LIC=W OLF EFP906D D&SAW= 1/2 3/2/2017 WOLFE FIRE PROTECTION INC Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or sa.vings _................................ "I' ll-............... . No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&1 tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 062,627-00 Doing business as WOLFE FIRE PROTECTION INC Estimated workers reported Quarter 4 of Year 2016"21 to 30 Workers" L&I account representative T7/JAN BENTLEY(360)902-4652-Email:STRO235&ni.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. ©Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. Help us improve hftps://secure.Ini.wa.gov/verify/Detail.aspx?UBI=602377322&LIC=WOLFEFP906DD&SAW= 212 r � Wolfe Fire Protection 1 Hydraulic Calculation Summary Project Name STILLAGUAMISH TRIBE ICHC I_ Project Address 5700172ND STREET N.E. 'ARLINGTON,WA 98223 Project Contact CASEY YARDLEY CHUCK BAMFORD Email ASEYY@WOLFEFP.COM CHUCKB@WOLFEFP.COM Phone# 360-794-7926 Design Area System Type Occupancy Sheet# Available PSI Required PSI Saftey Margin PSI Calculated Heads 1 WET 01-11 FP-3 88.8 PSI 54.8 PSI 34.0 PSI 8 2 WET LIGHT FP-3 88.8 PSI 47.7 PSI 41.1 PSI 8 3 WET 01-12 FP-3 89.0 PSI 128.0 PSI 61.0 PSI 2 4 WET LIGHT FP-2 88.8 PSI 69.1 PSI 19.7 PSI 8 ■a■.■a ww+rwr rww� ISA Tf of Cowo-8- g MO PAMPcoop 7 +raeAd r Cha es i el r 0 -0392-C Lev ,Inc. r r f Fire Protec io FEFP9 r r % glitHT r 4yg�rtyi+ ■„■a ,..moos Received MAR 0 12017 Wolfe Fire Protection,Inc.17321 Tye Street SE#B Monroe,WA 98272(360)794-7926 Fax(360)863-1559 Pagel •OA HYDRAULIC CALCULATIONS for Job Information Project Name:STILLAGUAMISH ICHC Contract No. : F16059 City: ARLINGTON, WA 98223 Project Location: 5700 172nd Street N.E Date:2/27/2017 Contractor Information Name of Contractor: WOLFE FIRE PROTECTION Address: 17321 TYE ST S.E.#B City: MONROE, WA 98272 Phone Number: 360-794-7926 E-mail: CASEYY@WOLFEFP.COM Name of Designer: CASEY YARDLEY Authority Having Jurisdiction: CITY OF MARYSVILLE Design Remote Area Name 1 Remote Area Location L2 MECHANICAL ROOM Occupancy Classification ORDINARY HAZARD 1 Density(gpm/ft2) 0.212 Area of Application(ft2) 800 Coverage per Sprinkler(ft2) 100 Number of Calculated Sprinklers 8 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 250 Total Water Required(incl. Hose Streams)(gpm) 448.4 Required Pressure at Source(psi) 54.8 Type of System Wet Volume-Entire System (gal) 3442.2 gal Water Supply Information Date xx Location 8"DI PIPE ON 59TH AVE Source W 1 Notes File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 1 J-. n �; I � � � � � I I I �� I I I 'r O C- o v m .. N x cn YN � - � r N O v C D U) 2 n n m n C U) m 3i n m CD m v m x o ^ o j � v ='• 1p c� cn N� © m N r Q r N C < -9 w > CL _ N X 0 0 c CO D 19 a c O �p N D r n n 0 v n 0 v a co 1 o / m m / m m ✓ / m m 20 N O CD N ., I I 1 Job:,STILLAGUAMISH ICHC v Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 89 2861 62 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source Pressure Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) W1 89 62 2861 88.8 448.4 54.8 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 250 Other(custom defined) Hose Flow(gpm) ------------------------------------------------------------------------------------ Total Hose Flow(gpm) 250 Sprinklers Ovehead Sprinkler Flow(gpm) 198.4 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ------------------------------------------------------------------------------------ Total Sprinkler Flow(gpm) 198.4 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 54.8 W1 -Flow(gpm) 198.4 Demand w/o System Pump(s) N/A File:C:\Users\CaseyY\Desktop\Fl6059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright @ 2002-2012 Tyco Fire Protection Products Page 3 I I ' I I ,; I I 0 n� 0 CD 0- r =' ' U) N � r N r o D Press C D 2 n 2 n 7 O O O O CDCDO O O co CD �• i i i W fA N C) 70 CD O N CA 0 O O 0 O l O < O f'0 Q. ro I N @ o N r O r _ G•) D O Cl) C� (D D � 3 O � � CD T = o W did N wa. m m C) O. 19 O a " C D 0 0 a D N r O W O 0 C) 0 O = O O n (D 0 v a W O CO C- d ca CD A I I I I I Job:,STILLAGUAMISH ICHC Hydraulic Analysis for : 1 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 89 S2 Supply point#2-Residual 2861 62 D1 Elevation Pressure 0 14.3 D2 System Demand 198.4 54.8 D3 System Demand+Add.Out.Hose 448.4 54.8 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 88.6 275.3 33.3 448.4 Open Heads Head Ref. Head Type Coverage K-Factor Required Calculated Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi/2) (gpm/ftz) (gpm) (psi) (gpm/ftz) (gpm) (psi) S101 Overhead 100 8 0.15 15 7 0.214 21.4 7.2 Sprinkler S102 Overhead 100 8 0.15 15 7 0.216 21.6 7.3 Sprinkler S103 Overhead 100 8 0.15 15 7 0.237 23.7 8.7 Sprinkler S104 Overhead 100 8 0.15 15 7 0.33 33 17 Sprinkler S105 Overhead 100 8 0.15 15 7 0.212 21.2 7 Sprinkler S106 Overhead 100 8 0.15 15 7 0.214 21.4 7.1 Sprinkler S107 Overhead 100 8 0.15 15 7 0.234 23.4 8.6 Sprinkler 5108 Overhead 100 8 0.15 15 7 0.327 32.7 16.7 Sprinkler File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright @ 2002-2012 Tyco Fire Protection Products Page 5 U 1 f� �, �� '�I 'i Job:,STILLAGUAMISH ICHC Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Reg. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Reg. Discharge ft 9Pm/Psis/2 m ft2 psi 9Pm 9Pm/ft2 psi Psi gpm S105 Overhead Sprinkler 8 21.2 100 7 7 28 HEAD Open 6.2 0.212 -14.3 15 S106 Overhead Sprinkler 8 21.4 100 7.1 7 28 HEAD Open 6.4 0.214 -14.3 15 S101 Overhead Sprinkler 8 21.4 100 7.2 7 28 HEAD Open 6.4 0.214 -14.3 15 S102 Overhead Sprinkler 8 21.6 100 7.3 7 28 HEAD Open 6.6 0.216 -14.3 15 S107 Overhead Sprinkler 8 23.4 100 8.6 7 28 HEAD Open 8.4 0.234 -14.3 15 S103 Overhead Sprinkler 8 23.7 100 8.7 7 28 HEAD Open 8.7 0.237 -14.3 15 S108 Overhead Sprinkler 8 32.7 100 16.7 7 28 HEAD Open 17.7 0.327 -14.3 15 S104 Overhead Sprinkler 8 33 100 17 7 28 HEAD Open 18 0.33 -14.3 15 002 Node 7.9 28 NODE -14.3 003 Node 9.5 28 NODE -14.3 004 Node 17.2 28 NODE -14.3 019 Node 31 28 NODE -14.3 200-0 Node 45.2 7.57 NODE -5.4 200-I Node 46.1 6.77 NODE -5.1 209-0 Node 48.2 3 NODE -3.5 209-I Node 49.9 3 NODE -3.5 211 Node 53.7 -5 NODE 0 214 Node 54.5 -5 NODE 0 wl Supply -198.4 54.8 -5 SUPPLY 0 File: C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 6 i f '�I Job:rSTILLAGUAMISH ICHC Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 S105 28 8 21.2 1.5 10.81 120 7 S101 28 8 21.2 1.68 0 0.0145 0 10.81 0.2 S101 28 8 21.4 1.5 lx(us.90)=4.92 9.56 120 7.2 002 28 42.6 1.68 4.92 0.053 0 14.48 0.8 002 28 43 1.5 8 120 7.9 003 28 85.6 1.68 0 0.1932 0 8 1.5 003 28 47.1 1.5 lx(us.Tee-Br)=9.84 8 120 9.5 004 28 132.6 1.68 9.84 0.4349 0 17.84 7.8 004 28 65.7 1.5 lx(us.Tee-Br)=9.84 5.17 120 17.2 019 28 198.4 1.68 9.84 0.9164 0 15.01 13.8 019 28 0 4 lx(coupling)=1.32 319.04 120 31 200-0 7.57 198.4 4.26 5x(us.90)=65.84 227.79 0.0099 8.9 6x(us.Tee-Br)=158 546.83 5.4 lx(elbow.22.5)=2.63 200-0 7.57 0 4 0.8 0 45.2 CV-1F Check 200-I 6.77 198.4 0 0 0.5887 0.3 *** 0.8 0.5 200-I 6.77 0 4 lx(coupling)=1.32 6.65 120 46.1 209-0 3 198.4 4.26 lx(us.90)=13.17 40.82 0.0099 1.6 lx(us.Tee-Br)=26.33 47.47 0.5 209-0 3 0 4 2.43 0 48.2 Ames3000SS 209-I 3 198.4 0 0 0.7 0 *** 2.43 1.7 209-I 3 0 4 2x(us.90)=26.33 10.3 120 49.9 211 -5 198.4 4.26 26.33 0.0099 3.5 36.63 0.4 211 -5 0 4 lx(coupling)=1.83 89.58 140 53.7 214 -5 198.4 4.3 lx(us.90)=18.33 23.83 0.0071 0 lx(elbow.22.5)=3.67 113.41 0.8 214 -5 0 8 11x(us.90)=348.7 1045 140 54.5 W1 -5 198.4 8.55 348.7 0.0002 0 1393.7 0.3 W 1 54.8 Path No: 2 S 106 28 8 21.4 1.5 10.81 120 7.1 S102 28 8 21.4 1.68 0 0.0148 0 10.81 0.2 S102 28 8 21.6 1.5 lx(us.Tee-Br)=9.84 1.56 120 7.3 002 28 43 1.68 9.84 0.054 0 11.4 0.6 002 7.9 File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 7 �, J I I I I ' 1 1 i �� �, �, Job;STILLAGUAMISH ICHC Hydraulic Calculations PIPE INFORMATION Path No: 3 5107 28 8 23.4 1.5 10.81 120 8.6 5103 28 8 23.4 1.68 0 0.0175 0 10.81 0.2 5103 28 8 23.7 1.5 1x(us.Tee-Br)=9.84 1.56 120 8.7 003 28 47.1 1.68 9.84 0.0638 0 11.41 0.7 003 9.5 Path No: 4 5108 28 8 32.7 1.5 10.81 120 16.7 5104 28 8 32.7 1.68 0 0.0325 0 10.81 0.4 5104 28 8 33 1.5 1.56 120 17 004 28 65.7 1.68 0 0.1185 0 1.56 0.2 004 17.2 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 28.71 ft/s occurs in the following pipe(s): (019-004) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\Users\CaseyY\Desktop\Fl6059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 8 i .. I i Job:,STILLAGUAMISH ICHC Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 ioo psi@ 448.4gpm(198.4gpm+250gpm add.out.hose) nu 85- 80 75- 70= - N 65- - a 60, - 7 55- - 50- a 45- 40-. - 35 - I- 30 25- I- 20 - IS 0 0 0 I0 0 0 0 0 N N N Flow,gpm Pressure Loss Function Design Area: 1; BFP Ref.: 977 (Ames3000SS, Size = 4); Inlet Node: 209-I; Outlet Node: 209-0 9 3� 7.45- a 6.45- - y 5.45- I - y d 4.45- - 3.45- ` I 1.7 psi @ 198.4 gpm i - iA5 �� OAS — - 0 o O v, o 0 0 0 0 0 0 0 0 0 0 0 0 '' O N Vl O Vt O vt O Vl O Vl O 4l O Vl Flow,gpm File: C:\Users\Casey\\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 9 i I �� 1 i �� Job;STILLAGUAMISH ICHC Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 976 (CV-1F Check, Size = 4); Inlet Node: 200-I; Outlet Node: 200-0 4.s- 3.5 a 0 6. w U) L. 2.5- IL / is 0.5 psi @ 198.4 gpm 0.5 M O O O O � Vl O Vl O N V1 t� O Flow,gpm ~ File:C:\Users\CaseyY\Desktop\Fl6059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 10 1 I HYDRAULIC CALCULATIONS for Job Information Project Name:STILLAGUAMISH ICHC Contract No. :F16059 City: ARLINGTON, WA 98223 Project Location: 5700 172nd Street N.E. Date:2/27/2017 Contractor Information Name of Contractor: WOLFE FIRE PROTECTION Address: 17321 TYE ST S.E.#B City: MONROE, WA 98272 Phone Number: 360-794-7926 E-mail:CASEYY@WOLFEFP.COM Name of Designer: CASEY YARDLEY Authority Having Jurisdiction: CITY OF MARYSVILLE Design Remote Area Name 2 Remote Area Location L2 CONFERENCE CENTER Occupancy Classification LIGHT HAZARD Density(gpm/ftZ) 0.108 Area of Application(ftZ) 1568 Coverage per Sprinkler(ftZ) 196 Number of Calculated Sprinklers 8 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 250 Total Water Required(incl.Hose Streams)(gpm) 444.9 Required Pressure at Source(psi) 47.7 Type of System Wet Volume-Entire System (gal) 3374.7 gal Water Supply Information Date xx Location 8"DI PIPE ON 59TH AVE Source W 1 Notes File:C:\Users\CaseyY\Desktop\Fl6059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 1 :� �1 I I I �I 0 w o m 0- N N V O r V +n C D U) 2 n 2 C) _T N C) C N fD Ul C) co 01 (D `< 75 0 (D N O U O C) T a Q 0 C rt O � _3 . � © -cnl N Nj CL N > T O C C > " CD ' p 0 = N 0 m N D a C) o T � c °'o IV N � D r C) 0 0 0 0 a T Z v n m m r r m m 0 0 - m m m �q 00 m CD m N i • 1 I �� I I Job;STILLAGUAMISH ICHC Hydraulic Analysis for : 2 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 89 2861 62 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source Pressure Pressure (psi) (psi) (gpm) (psi) (gpm) (Psi) W1 89 62 2861 88.8 444.9 47.7 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 250 Other(custom defined) Hose Flow(gpm) ------------------------------------------------------------------------------------ Total Hose Flow(gpm) 250 Sprinklers Ovehead Sprinkler Flow(gpm) 194.9 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ------------------------------------------------------------------------------------ Total Sprinkler Flow(gpm) 194.9 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 47.7 W1 -Flow(gpm) 194.9 Demand w/o System Pump(s) N/A File: C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 3 q, � J I I I� I� o C- m o m v ' N � N po N r O v C D 2 n 2 n Press W .P Ul d) --4 00 CC) O TI O O O O O O O O O i i t 1 i i i o 0 T W / 9(n y 1 cn o a CD O v m C o O O 13 3. rn I = ? cn I O. N N Q N r O /n CD VJ D CD D 3 �' vCD =, a: CD w `° m 0 p n. O a n .. N � � D 0 � a N 0' n W 0 O rt o O 2 v O Cn C) CD o v a F W CO tr v rn m co m n I � � it �� Job:,STILLAGUAMISH ICHC Hydraulic Analysis for : 2 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 89 S2 Supply point#2-Residual 2861 62 D1 Elevation Pressure 0 13 D2 I System Demand 194.9 47.7 D3 I System Demand+Add.Out.Hose 444.9 47.7 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 88.6 297.1 40.5 444.9 Open Heads Head Ref. Head Type Coverage K-Factor Required Calculated Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) S201 Overhead 196 8 0.1 19.6 7 0.146 28.6 12.7 Sprinkler S202 Overhead 196 8 0.1 19.6 7 0.119 23.4 8.5 Sprinkler S203 Overhead 196 8 0.1 19.6 7 0.133 26.2 10.7 Sprinkler S204 Overhead 196 8 0.1 19.6 7 0.108 21.2 7 Sprinkler S205 Overhead 196 8 0.1 19.6 7 0.129 25.3 10 Sprinkler S206 Overhead 196 8 0.1 19.6 7 0.122 23.9 9 Sprinkler S207 Overhead 196 8 0.1 19.6 7 0.119 23.3 8.5 Sprinkler S208 Overhead Sprinkler 196 8 0.1 19.6 7 0.118 23.1 8.4 File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright @ 2002-2012 Tyco Fire Protection Products Page 5 �,:, I � 'I ' �I � Job:,STILLAGUAMISH ICHC 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/psi1/2 gpm ftz psi psi ft gpm gpm/ft2 psi gpm S204 Overhead Sprinkler 8 21.2 196 7 7 25 1 HEAD Open 11.6 0.108 -13 19.6 S208 Overhead Sprinkler 8 23.1 196 8.4 7 25 HEAD Open 3.5 0.118 -13 19.6 S207 Overhead Sprinkler 8 23.3 196 8.5 7 25 HEAD Open 3.7 0.119 -13 19.6 S202 Overhead Sprinkler 8 23.4 196 8.5 7 25 HEAD Open 3.8 0.119 -13 19.6 S206 Overhead Sprinkler 8 23.9 196 9 7 25 HEAD Open 4.3 0.122 -13 19.6 S205 Overhead Sprinkler 8 25.3 196 10 7 25 HEAD Open 5.7 0.129 -13 19.6 S203 Overhead Sprinkler 8 26.2 196 10.7 7 25 HEAD Open 6.6 0.133 -13 19.6 S201 Overhead Sprinkler 8 28.6 196 12.7 7 25 HEAD Open 9 0.146 -13 19.6 001 Node 12.6 28 NODE -14.3 006 Node 12.8 28 NODE -14.3 022 Node 13.3 28 NODE -14.3 021 Node 13.6 28 NODE -14.3 007 Node 13.6 28 NODE -14.3 020 Node 14.3 28 NODE -14.3 008 Node 15.5 28 NODE -14.3 018 Node 16.2 28 NODE -14.3 013 Node 25.8 28 NODE -14.3 016 Node 25.8 28 NODE -14.3 200-0 Node 38.1 7.57 NODE -5.4 200-I Node 38.9 6.77 NODE -5.1 209-0 Node 41 3 NODE -3.5 209-I Node 42.7 3 NODE -3.5 211 Node 46.6 -5 NODE 0 214 Node 47.3 -5 NODE 0 wl Supply -194.9 47.7 File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 6 I i Y I • �� Job;STILLAGUAMISH ICHC 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/psiY2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 S204 25 8 21.2 1 lx(us.Tee-Br)=5 43 120 7 Flex-48" 001 28 21.2 1.049 5 0.144 -1.3 48 6.9 001 28 0 1.5 13.54 120 12.6 006 28 21.2 1.68 0 0.0145 0 13.54 0.2 006 28 26.2 1.5 12.71 120 12.8 007 28 47.3 1.68 0 0.0645 0 12.71 0.8 007 28 23.4 1.5 13.45 120 13.6 008 28 70.7 1.68 0 0.1356 0 13.45 1.8 008 28 28.6 1.5 lx(us.Tee-Br)=9.84 30.68 120 15.5 013 28 99.3 1.68 9.84 0.2542 0 40.52 10.3 013 28 0 4 12.23 120 25.8 016 28 99.3 4.26 0 0.0027 0 12.23 0.0 016 28 95.7 4 lx(coupling)=1.32 192.39 120 25.8 200-0 7.57 194.9 4.26 3x(us.90)=39.5 172.49 0.0096 8.9 5x(us.Tee-Br)=131.67 364.88 3.5 200-0 7.57 0 4 0.8 0 38.1 CV-1F Check 200-I 6.77 194.9 0 0 0.5784 0.3 *** 0.8 0.5 200-I 6.77 0 4 lx(coupling)=1.32 6.65 120 38.9 209-0 3 194.9 4.26 lx(us.90)=13.17 40.82 0.0096 1.6 lx(us.Tee-Br)=26.33 47.47 0.5 209-0 3 0 4 2.43 0 41 Ames3000SS 209-I 3 194.9 0 0 0.7039 0 *** 2.43 1.7 209-I 3 0 4 2x(us.90)=26.33 10.3 120 42.7 211 -5 194.9 4.26 26.33 0.0096 3.5 36.63 0.3 211 -5 0 4 lx(coupling)=1.83 89.58 140 46.6 214 -5 194.9 4.3 lx(us.90)=18.33 23.83 0.0069 0 lx(elbow.22.5)=3.67 113.41 0.8 214 -5 0 8 11x(us.90)=348.7 1045 140 47.3 W 1 -5 194.9 8.55 348.7 0.0002 0 1393.7 0.3 W 1 47.7 File:C:\Users\CaseyY\Desktop\Fl6059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 7 e �I I Job.STILLAGUAMISH ICHC Hydraulic Calculations PIPE INFORMATION Path No: 2 S208 25 8 23.1 1 lx(us.Tee-Br)=5 32 120 8.4 Flex-48" 022 28 23.1 1.049 5 0.1696 -1.3 37 6.3 022 28 0 1.5 13.54 120 13.3 021 28 23.1 1.68 0 0.0171 0 13.54 0.2 021 28 23.3 1.5 12.72 120 13.6 020 28 46.4 1.68 0 0.0622 0 12.72 0.8 020 28 23.9 1.5 13.46 120 14.3 018 28 70.4 1.68 0 0.1344 0 13.461 1 1.8 018 28 25.3 1.5 lx(us.Tee-Br)=9.84 30.69 120 16.2 016 28 95.7 1.68 9.84 0.2376 0 40.53 9.6 016 25.8 Path No: 3 S207 25 8 23.3 1 lx(us.Tee-Br)=5 32 120 8.5 Flex-48" 021 28 23.3 1.049 5 0.1721 -1.3 37 6.4 021 13.6 Path No: 4 S202 25 8 23.4 1 lx(us.Tee-Br)=5 32 120 8.5 Flex-48" 007 28 23.4 1.049 5 0.1729 -1.3 37 6.4 007 13.6 Path No: 5 S206 25 8 23.9 1 lx(us.Tee-Br)=5 32 120 9 Flex-48" 020 28 23.9 1.049 5 0.1809 -1.3 37 6.7 020 14.3 Path No: 6 S205 25 8 25.3 1 1x(us.Tee-Br)=5 32 120 10 Flex-48" 018 28 25.3 1.049 5 0.2009 -1.3 37 7.4 018 16.2 Path No: 7 S203 25 8 26.2 1 lx(us.Tee-Br)=5 11 120 10.7 Flex-288" 006 28 26.2 1.049 5 0.2133 -1.3 16 3.4 006 12,8 File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 8 � - i I I Job:,STILLAGUAMISH ICHC 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/psiY2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 8 S201 25 8 28.6 1 lx(us.Tee-Br)=5 11 120 12.7 Flex-288" 008 28 28.6 1.049 5 0.2508 -1.3 16 4 008 15.5 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 14.37 ft/s occurs in the following pipe(s): (013-008) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File: C:\Users\CaseyY\Desktop\Fl6059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 9 III 1 1 IJ 1 1 _ 1 Job,:STILLAGUAMISH ICHC Device Graphs Pressure vs. Flow Function Design Area: 2; Supply Ref.:W1; Supply Name:W1 ioo psi @444.9gpm(194.9gpm+250gpm add .out.hose) 90 85- 80 75 70- y 65 a 60 7 55- y 50= p, 45 40 33 30 25 20- 15- 10= 3� 0 .. 0 0 0 0 0 0 0 0 .- v � o00 o voi o O `D ^ ^ N N N Flow,gpm Pressure Loss Function Design Area: 2; BFP Ref.: 977 (Ames3000SS, Size = 4); Inlet Node: 209-I; Outlet Node: 209-0 9 4> 1 J> / 74, / •� r,.1 i � I ~// ;a5 / \ fl 4'4t — - — _ 1.7 psi @ 194.9 gpm - i.4; � ) 04; Flow,gpm File:C:\Users\CaseyY\Desktop\Fl6059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 10 A i � i� Job;STILLAGUAMISH ICHC Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 976 (CV-1F Check, Size = 4); Inlet Node: 200-I; Outlet Node: 200-0 4.5- 5 35 a ai N W L. 25 IL / 1.5 0.5 psi @@ 194.9 gpm 0.5 n o n o Flow,gpm ~ File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 11 i E� i i I HYDRAULIC CALCULATIONS for Job Information Project Name:STILLAGUAMISH ICHC Contract No. :F16059 City: ARLINGTON, WA 98223 Project Location: 5700 172nd Street N.E. Date:2/27/2017 Contractor Information Name of Contractor: WOLFE FIRE PROTECTION Address: 17321 TYE ST S.E.#B City: MONROE, WA 98272 Phone Number: 360-794-7926 E-mail: CASEYY@WOLFEFP.COM Name of Designer: CASEY YARDLEY Authority Having Jurisdiction: CITY OF MARYSVILLE Design Remote Area Name 3 Remote Area Location 1_2 STORAGE Occupancy Classification ORDINARY HAZARD 2 Density(gpm/ftZ) 0.232 Area of Application(ftZ) 182.08 Coverage per Sprinkler(ftZ) 91.04 Number of Calculated Sprinklers 2 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 250 Total Water Required(incl. Hose Streams)(gpm) 293 Required Pressure at Source(psi) 28 Type of System Wet Volume-Entire System (gal) 3341.2 gal Water Supply Information Date XX Location 8"DI PIPE ON 59TH AVE Source W 1 Notes File: C:\Users\CaseyY\Desktop\Fl6059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Pagel �_ I I �� v C- w 0 m v N N N N r O r C D cn 2 C) 2 n T (D C) C m m n w CD m v m w x o -. � O v 3to o -"'i m 3 o � a N - Q CD C C N D K Q. � o cn d U! -" -A =to m x n = vCO c m D fD � v n O � a 8 ~: o CD (A) N Ui a n D r C� U) 0 0 n 0 v �c n Z _. o n m m rr w w 0 0 m m Ul Ul 00 w <O CD N V I .1 Job,STILLAGUAMISH ICHC Hydraulic Analysis for : 3 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W 1 Flow(gpm) Pressure(psi) 0 89 2861 62 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source Pressure Pressure (Psi) (psi) (gPm) (psi) (gpm) (Psi) W1 89 62 2861 89 293 28 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 250 Other(custom defined) Hose Flow(gpm) ------------------------------------------------------------------------------------ Total Hose Flow(gpm) 250 Sprinklers Ovehead Sprinkler Flow(gpm) 43 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ------------------------------------------------------------------------------------ Total Sprinkler Flow(gpm) 43 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 28 W1 -Flow(gpm) 43 Demand w/o System Pump(s) N/A File: C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 3 I I I y o w 0 m cn N r O 4 C D 2 n 2 n f W cn O --4 co CD O T O O O O O O O O �• 0 i iI cn 7. En u En O N O O `c 0 U cn 0 O c, v O o� 2 a N U) o C C 0 ) N N � � O �. O 3 „ _ p v CD �Q m W N fA m 0 Q. O U _ .. a � � Ln A C) y � a n N d D ' W O O C) 0 O 2 O cn n (D 0 v a cc _ Cfl W lJi [!m w m A h 1 I I r Job.,STILLAGUAMISH ICHC Hydraulic Analysis for : 3 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 89 S2 Supply point#2-Residual 2861 62 D1 Elevation Pressure 0 12.4 D2 System Demand 43 28 D3 System Demand+Add.Out.Hose 293 28 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 88.9 101.4 60.6 293 Open Heads Head Ref. Head Type Coverage K-Factor Required Calculated Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis/2) (gpm/ft2) (gpm) (psi) (gpm/ftz) (gpm) (psi) S301 Overhead 91.04 8 0.2 18.2 7 0.239 21.8 7.4 Sprinkler S302 Overhead 91.04 8 0.2 18.2 7 0.232 21.2 7 Sprinkler File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright @ 2002-2012 Tyco Fire Protection Products Page 5 w `I I � I I Job;STILLAGUAMISH ICHC 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/psis/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm S302 Overhead Sprinkler 8 21.2 91.04 7 7 23.5 1HEAD Open 3 0.232 -12.3 18.2 S301 Overhead Sprinkler 8 21.8 91.04 7.4 7 23.5 HEAD Open 3.6 0.239 -12.3 18.2 005 Node 6.9 28 NODE -14.3 035 Node 6.9 28 NODE -14.3 016 Node 7.2 28 NODE -14.3 033 Node 7.2 28 NODE -14.3 200-0 Node 16.2 7.57 NODE -5.4 200-I Node 16.7 6.77 NODE -5.1 209-0 Node 18.3 3 NODE -3.5 209-I Node 24.4 3 NODE -3.5 211 Node 27.9 -5 NODE 0 214 Node 28 -5 NODE 0 wl Supply 28 -5 SUPPLY -43 0 File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 6 _. • I I �� Job;STILLAGUAMISH ICHC 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/psilh) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 S302 23.5 8 21.2 1 lx(us.Tee-Br)=5 6.05 120 7 035 28 21.2 1.049 lx(us.90)=2 7 0.144 -1.9 13.05 1.9 035 28 0 1.5 lx(us.Tee-Br)=9.84 5.9 120 6.9 033 28 21.2 1.68 9.84 0.0145 0 15.74 0.2 033 28 21.8 4 lx(coupling)=1.32 183.87 120 7.2 200-0 7.57 43 4.26 3x(us.90)=39.5 172.49 0.0006 8.9 5x(us.Tee-Br)=131.67 356.36 0.2 200-0 7.57 0 4 0.8 0 16.2 CV-1F Check 200-I 6.77 43 0 0 0.1263 0.3 *** 0.8 0.1 200-I 6.77 0 4 lx(coupling)=1.32 6.65 120 16.7 209-0 3 43 4.26 1x(us.90)=13.17 40.82 0.0006 1.6 lx(us.Tee-Br)=26.33 47.47 0.0 209-0 3 0 4 2.43 0 18.3 Ames3000SS 209-I 3 43 0 0 2.5142 0 *** 2.43 6.1 209-I 3 0 4 2x(us.90)=26.33 10.3 120 24.4 211 -5 43 4.26 26.33 0.0006 3.5 36.631 0.0 211 -5 0 4 lx(coupling)=1.83 89.58 140 27.9 214 -5 43 4.3 lx(us.90)=18.33 23.83 0.0004 0 lx(elbow.22.5)=3.67 113.41 0.0 214 -5 0 8 11x(us.90)=348.7 1045 140 28 W1 -5 43 8.55 348.7 0.0000 0 1393.71 0.0 W 1 28 Path No: 2 S301 23.5 8 21.8 1 lx(us.Tee-Br)=5 4.5 120 7.4 005 28 21.8 1.049 5 0.152 -1.9 9.5 1.4 005 28 0 1.5 lx(us.Tee-Br)=9.84 5.92 120 6.9 016 28 21.8 1.68 9.84 0.0153 0 15.76 0.2 016 28 0 4 8.53 120 7.2 033 28 21.8 4.26 0 0.0002 0 8.53 0 033 7.2 File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 7 1 �I I _ I I Job;STILLAGUAMISH ICHC 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/pSP/2) (gpm) (in) (ft) (ft) (psi) (psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 8.09 ft/s occurs in the following pipe(s): (005-S301) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 8 i s I 1 . I I • I I I Job,STILLAGUAMISH ICHC Device Graphs Pressure vs. Flow Function Design Area: 3; Supply Ref.: W1; Supply Name:W1 Ion 3 psi @293 gpm(43gpm+250 gpm add.out.hose) 9m 85 ro 75 -I- - 70; I-j— a65- 11 - -- - -- 60 — L S4_ d 50- - � - - - - - — L. d 45` I — — 40 -a - - - - - - — - - - 35 - - - - - - — 30- 25I - - - - -- -- 20 10 5 n � 000 0 0 0 0 V �o 00 o vi o n o0 Flow,gpm Pressure Loss Function Design Area: 3; BFP Ref.: 975 (Ames3000SS, Size = 4); Inlet Node: 209-I; Outlet Node: 209-0 9.4 5 ' 8.45 74 _ 6.1 psi @ 43 gpm l 6.45 - - ti 1� 7 S.1S to to d 4.45- 3.45 / 2.45- 1.45- 0.45- - O N Vt O Vl O Vt O n O n O n O Vl .-• .+ .-. N N rn nt 7 V Vl vt b � n r Flow,gpm File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 9 I ' I I �I Job;STILLAGUAMISH ICHC Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 974 (CV-1F Check, Size = 4); Inlet Node: 200-I; Outlet Node: 200-0 45 fA 3.5 a ai N N 2.5- a 1.5- 0.5 Flow,gpm ~ File: C:\Users\CaseyY\Desktop\Fl6059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 10 I I �� I 1 HYDRAULIC CALCULATIONS for Job Information Project Name:STILLAGUAMISH ICHC Contract No. : F16059 City: ARLINGTON, WA 98223 Project Location: 5700 172nd Street N.E. Date:2/27/2017 Contractor Information Name of Contractor: WOLFE FIRE PROTECTION Address: 17321 TYE ST S.E.#B City: MONROE, WA 98272 Phone Number: 360-794-7926 E-mail:CASEYY@WOLFEFP.COM Name of Designer: CASEY YARDLEY Authority Having Jurisdiction: CITY OF MARYSVILLE Design Remote Area Name 4 Remote Area Location L1-SOUTHEAST CORNER Occupancy Classification LIGHT HAZARD Density(gpm/ftZ) 0.1 Area of Application(ftZ) 1792 Coverage per Sprinkler(ftZ) 224 Number of Calculated Sprinklers 8 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 250 Total Water Required(incl. Hose Streams)(gpm) 465.7 Required Pressure at Source(psi) 69.1 Type of System Wet Volume-Entire System (gal) 3451.6 gal Water Supply Information Date XX Location 8"DI PIPE ON 59TH AVE Source W1 Notes File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 1 �� + i • I 1 �� ., I ' �� I I it CD CD a- N cn v � D C D cn 2 C� 2 n T N n C N m N_ n N N N v CD N 77 o --. 0o v, CA 3 � o N. m 3 o D = O N > a p CD = c T --i =�. N X 0 o CO N D 3� CD �_ o m GCL T y1 n 0 �• Vt N CO n D r n 0 0 v n 0 v 15 a � Z _. o m a m rr m m Q o- m m ' N N 00 4 N co ID N i i Job;STILLAGUAMISH ICHC Hydraulic Analysis for : 4 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 89 2861 62 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source Pressure Pressure (Psi) (Psi) (gpm) (psi) (gpm) (Psi) W1 89 62 2861 88.8 465.7 69.1 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 250 Other(custom defined) Hose Flow(gpm) ------------------------------------------------------------------------------------ Total Hose Flow(gpm) 250 Sprinklers Ovehead Sprinkler Flow(gpm) 215.7 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ------------------------------------------------------------------------------------ Total Sprinkler Flow(gpm) 215.7 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 69.1 W1 -Flow(gpm) 215.7 Demand w/o System Pump(s) N/A File: C:\Users\CaseyY\Desktop\Fl6059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright @ 2002-2012 Tyco Fire Protection Products Page 3 ,.. :• I - I 1 I I �� v C- w 0 m Q N � N � 4 r o C D U) 2 n 2 n Press O O O O O O OD O (.0 O m cn CD CD cn o y o o 0 U 0 0 c, v o v T_ 0 O CA CO CL CD N :::! N q @ CD N r O (n �• D - O (D g F)7 3 cn = D c � N � �. m Cn M 0 n O v = a y °' D O fO Q D N r Q W � O 0 O = O U) n (D 0 v a W O cmn O f -u 4� d ., I 1 I I I I I I �I Job;STILLAGUAMISH ICHC Hydraulic Analysis for : 4 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 89 S2 Supply point#2-Residual 2861 62 D1 Elevation Pressure 0 9.1 D2 System Demand 215.7 69.1 D3 ISystem Demand+Add.Out.Hose 465.7 69.1 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 88.7 251.2 18.9 465.7 Open Heads Head Ref. Head Type Coverage K-Factor Required Calculated Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) S401 Overhead 224 8 0.1 22.4 7.8 0.1 22.4 7.8 Sprinkler S402 Overhead 224 8 0.1 22.4 7.8 0.103 23.1 8.3 Sprinkler S403 Overhead 224 8 0.1 22.4 7.8 0.125 28.1 12.3 Sprinkler S404 Overhead 224 8 0.1 22.4 7.8 0.125 28.1 12.3 Sprinkler S405 Overhead 224 8 0.1 22.4 7.8 0.129 28.9 13.1 Sprinkler S406 Overhead 224 8 0.1 22.4 7.8 0.125 28 12.3 Sprinkler S407 Overhead 224 8 0.1 22.4 7.8 0.128 28.8 12.9 Sprinkler S408 Overhead 224 8 0.1 22.4 7.8 0.126 28.3 12.5 Sprinkler File: C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright @ 2002-2012 Tyco Fire Protection Products Page 5 PV . I I Job:,STILLAGUAMISH ICHC Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Reg. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Reg. Discharge ft gpm/psi'/2 gpm ft2 psi psi gpm gpm/ft2 psi gpm S401 Overhead Sprinkler 8 22.4 224 7.8 7.8 16 HEAD Open 0 0.1 -9.1 22.4 S402 Overhead Sprinkler 8 23.1 224 8.3 7.8 16 HEAD Open 0.7 0.103 -9.1 22.4 S406 Overhead Sprinkler 8 28 224 12.3 7.8 16 HEAD Open 5.6 0.125 -9.1 22.4 S404 Overhead Sprinkler 8 28.1 224 12.3 7.8 16 HEAD Open 5.7 0.125 -9.1 22.4 S403 Overhead Sprinkler 8 28.1 224 12.3 7.8 16 HEAD Open 5.7 0.125 -9.1 22.4 S408 Overhead Sprinkler 8 28.3 224 12.5 7.8 16 HEAD Open 5.9 0.126 -9.1 22.4 S407 Overhead Sprinkler 8 28.8 224 12.9 7.8 16 HEAD Open 6.4 0.128 -9.1 22.4 S405 Overhead Sprinkler 8 28.9 224 13.1 7.8 16 HEAD Open 6.5 0.129 -9.1 22.4 634 Node 13.2 18 NODE -10 183 Node 13.8 18 NODE -10 010 Node 14 18 NODE -10 633 Node 14.2 18 NODE -10 638 Node 14.8 18 NODE -10 012 Node 15.1 18 NODE -10 030 Node 52.5 11.5 NODE -7.1 028 Node 52.6 11.5 NODE -7.1 200-0 Node 59.1 7.57 NODE -5.4 200-I Node 60 6.77 NODE -5.1 209-0 Node 62.2 3 NODE -3.5 209-I Node 63.9 3 NODE -3.5 211 Node 67.8 -5 NODE 0 214 Node 68.7 -5 NODE 0 wl Supply -215.7 69.1 -5 SUPPLY 0 File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Y � _ • � � J9b;STILLAGUAMISH ICHC Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 S401 16 8 22.4 1 1x(coupling)=1 37.77 120 7.8 Flex-48" 634 18 22.4 1.049 1 0.1599 -0.9 38.77 6.2 634 18 28.1 1.5 lx(us.Tee-Br)=9.84 4.5 120 13.2 633 18 50.5 1.68 9.84 0.0727 0 14.34 1 633 18 -6.9 1.5 15.75 120 14.2 012 18 43.6 1.68 0 0.0555 0 15.75 0.9 012 18 80.3 1.5 lx(us.Tee-Br)=9.84 70.66 120 15.1 028 11.5 123.9 1.68 2x(us.90)=9.84 19.68 0.3835 2.8 90.35 34.6 028 11.5 91.7 4 lx(coupling)=1.32 277.07 120 52.6 200-0 7.57 215.7 4.26 3x(us.90)=39.5 146.15 0.0115 1.7 4x(us.Tee-Br)=105.34 423.22 4.9 200-0 7.57 0 4 0.8 0 59.1 CV-1F Check 200-I 6.77 215.7 0 0 0.6416 0.3 *** 0.8 0.5 200-I 6.77 0 4 lx(coupling)=1.32 6.65 120 60 209-0 3 215.7 4.26 lx(us.90)=13.17 40.82 0.0115 1.6 1x(us.Tee-Br)=26.33 47.47 0.5 209-0 3 0 4 2.43 0 62.2 Ames3000SS 209-I 3 215.7 0 0 0.7148 0 *** 2.43 1.7 209-I 3 0 4 2x(us.90)=26.33 10.3 120 63.9 211 -5 215.7 4.26 26.33 0.0115 3.5 36.63 0.4 211 -5 0 4 lx(coupling)=1.83 89.58 140 67.8 214 -5 215.7 4.3 lx(us.90)=18.33 23.83 0.0083 0 lx(elbow.22.5)=3.67 113.41 0.9 214 -5 0 8 11x(us.90)=348.7 1045 140 68.7 W1 -5 215.7 8.55 348.7 0.0003 0 1393.7 0.4 W1 69.1 Path No: 2 S402 16 8 23.1 1 1x(coupling)=1 37.76 120 8.3 Flex-48" 010 18 23.1 1.049 1 0.1689 -0.9 38.76 6.5 010 18 28.9 1.5 lx(us.Tee-Br)=9.84 4.5 120 14 012 18 52 1.68 9.84 0.0767 0 14.34 1 1.1 012 15.1 File:C:\Users\CaseyY\Desktop\Fl6059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 7 y' , i ii r: I Jpb;STILLAGUAMISH ICHC Hydraulic Calculations r PIPE INFORMATION Path No: 3 5406 16 8 28 1 lx(us.Tee-Br)=5 6.94 120 12.3 638 18 28 1.049 lx(us.90)=2 7 0.2419 -0.9 13.94 3.4 638 18 63.7 1.5 lx(us.Tee-Br)=9.84 129.43 120 14.8 030 11.5 91.7 1.68 4x(us.90)=19.68 29.53 0.2197 2.8 158.96 34.9 030 11.5 0 4 22.77 120 52.5 028 11.5 91.7 4.26 0 0.0024 0 22.77 0.1 028 52.6 Path No: 4 5404 16 8 28.1 1 lx(us.Tee-Br)=5 2 120 12.3 634 18 28.1 1.049 5 0.2434 -0.9 7 1.7 634 13.2 Path No: 5 5403 16 8 28.1 1 lx(us.Tee-Br)=5 6.5 120 12.3 638 18 28.1 1.049 lx(us.90)=2 7 0.2435 -0.9 13.5 3.3 638 14.8 Path No: 6 5408 16 8 28.3 1 lx(us.Tee-Br)=5 6.94 120 12.5 012 18 28.3 1.049 lx(us.90)=2 7 0.2467 -0.9 13.94 3.4 012 15.1 Path No: 7 5407 16 8 28.8 1 lx(us.Tee-Br)=5 2 120 12.9 183 18 28.8 1.049 5 0.2541 -0.9 7 1.8 183 18 0 1.5 lx(us.Tee-Br)=9.84 4.95 120 13.8 633 18 28.8 1.68 9.84 0.0256 0 14.79 0.4 633 18 6.9 1.5 14.25 120 14.2 638 18 35.6 1.68 0 0.0381 0 14.25 0.5 638 14.8 Path No: 8 5405 16 8 28.9 1 1x(us.Tee-Br)=5 2 120 13.1 010 18 28.9 1.049 5 0.2566 -0.9 7 1.8 010 14 File: C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 8 r �� f it �� II 1 i it it it it �JQb:,STILLAGUAMISH ICHC 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/psiV2) (gpm) (in) (ft) (ft) (psi) (psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.94 ft/s occurs in the following pipe(s): (028-012) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File: C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 9 �; ��� � I �� 1 Jpb;STILLAGUAMISH ICHC Device Graphs Pressure vs. Flow Function Design Area: 4; Supply Ref.:W1; Supply Name:W1 100. I psi @465.7gpm(215.7gpm+250gpmadd.out.hose) 90 8.5 80 75- 70 fA 65 a 60- 7 55- N 50 �. d 45- 40 35- 30- 25- 20- IS 10 5 0- 0 0 0 0 0 0 0 0 N N N Flow,gpm Pressure Loss Function Design Area: 4; BFP Ref.: 978 (Ames3000SS, Size = 4); Inlet Node: 209-I; Outlet Node: 209-0 9.4 5 8-45 I 7.45 / y 1�/ a 6.45- / 7 N 5.45- y � I d a` -1A5 3.43 r i 2.45 1.7psi@215.7ypm / 00, 0.45 _ o � o � o O o 0 0 0 00 00000 O N n O vt O Vt O n O Vl O n O n Flow,gpm File:C:\Users\CaseyY\Desktop\Fl6059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 10 v li.: �.I Jgby STILLAGUAMISH ICHC Device Graphs g\1 w Pressure Loss Function Design Area: 4; Valve Ref.: 977 (CV-1F Check, Size = 4); Inlet Node: 200-I; Outlet Node: 200-0 4.5- „ _ — -- - - - rn 3.5- U) W 7 —I rn III a / 1.5 0.5 psi @ 215.7 gpm 0.5 0 0 N Vl 1� O Flow,gpm ~ File:C:\Users\CaseyY\Desktop\Fl6059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 11 w 4 i��� • � �', 1 w P Wolfe Fire Protection Hydraulic Calculation Summary Project Name STILLAGUAMISH TRIBE ICHC Project Address 5700 172ND STREET N.E. IARLINGTON,WA98223 Project Contact CASEY YARDLEY CHUCK BAMFORD Email CASEYY@WOLFEFP,COM CHUCKB@WOLFEFP.COM Phone# 360-794-7926 Design Area System Type Occupancy Sheet# Available PSI Required PSI Saftey Margin PSI Calculated Heads 1 WET OH1 FP-3 88.8 PSI 54.8 PSI 34.0 PSI 8 2 WET LIGHT FP-3 88.8 PSI 47.7 PSI 41.1 PSI 8 _ 3 WET OH2 FP-3 189.0 PSI 28.0 PSI 61.0 PSI 2 4 WET LIGHT FP-2 88.8 PSI 69.1 PSI 19.7 PSI 8 NO EXCEPTIONS TAKEN [ZI REVISE AMD RESUBMIT REIN TED thescssubinionis do not roll •con actor with ants of 1he-*a ftoM-2r[d­ am licable codes This revi W-is_to.ensure-gc$iera]-conf fn •e with-th de ign concept o'this proiecti and generalinforwt ion- pr vided in the contract d uments. The cdntractor is res ;onsible for co tinning and correlating quantities and di ensions; utilize 8 acce ted tea ion preo ses an tec mques of install tion; coordinatic n work and orming work m a sa a and satisfactory WOMI R&ASSOCIATES. F RE PROTEC ION CONSULTING ENGINEERS L�L;MRCrelgltonft Wolfe Fire Protection,Inc.17321 Tye Street SE#B Monroe,WA 98272(360)794-7926 Fax(360)863-1559 Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:STILLAGUAMISH ICHC Contract No.:F16059 City: ARLINGTON, WA 98223 Project Location: 5700 172nd Street N.E. Date:2/27/2017 Contractor Information Name of Contractor: WOLFE FIRE PROTECTION Address: 17321 TYE ST S.E.#B City: MONROE, WA 98272 Phone Number: 360-794-7926 E-mail:CASEYY@WOLFEFP.COM Name of Designer: CASEY YARDLEY Authority Having Jurisdiction: CITY OF MARYSVILLE Design Remote Area Name 1 Remote Area Location L2 MECHANICAL ROOM Occupancy Classification ORDINARY HAZARD 1 Density(gpm/ftl 0.212 Area of Application(ft) 800 Coverage per Sprinkler(ft2) 100 Number of Calculated Sprinklers 8 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 250 Total Water Required(incl.Hose Streams)(gpm) 448.4 Required Pressure at Source(psi) 54.8 Type of System Wet Volume-Entire System (gal) 3442.2 gal Water Supply Information Date XX Location 8"DI PIPE ON 59TH AVE Source W 1 Notes File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright C 2002-2012 Tyco Fire Protection Products Page 1 Job:STILLAGUAMISH ICHC Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F(15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ftz) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 89 2861 62 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source Pressure Pressure (Psi) (Psi) (gpm) (psi) (gpm) (psi) W1 89 62 2861 88.8 448.4 54.8 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 250 Other(custom defined) Hose Flow(gpm) ------------------------------------------------------------------------------------ Total Hose Flow(gpm) 250 Sprinklers Ovehead Sprinkler Flow(gpm) 198.4 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ------------------------------------------------------------------------------------ Total Sprinkler Flow(gpm) 198.4 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 54.8 W1 -Flow(gpm) 198.4 Demand w/o System Pump(s) N/A File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright C 2002-2012 Tyco Fire Protection Products Page 3 N N {C a 00 U1 V1 d N m �o J J j N Q7 O. z'a g' n 0 U T O_ O U J Q U � o � r D m v' w LL o R •� 2 0 U LO d Q co m d ~ M 'y c 8 D .r Q N V> N N O J N E d LM U N r CD a1'E o T a+ m 0 G C ii 0 O a V N N T T N f0 U_ E G7 N U ui i2 U 2 _U 2 Q D n 0 g N J n U0 co a 0 v a CD rn O U a O U N O a = 00 0 U M U 0 9 LO Q a C co E 610 LO H LU N Im Q m E a •� N ~ w p 3 � LL a E C Qa V U) O O .� c 3 N 8 Ln CL C 2 LL. O U O c Ln Y raS >+ T d jco O U f� N61 p r U fn o o rn ao ro (.0LO M o 0 r U 2 U 2 U) Q C9 n g o J N H n U a 0 o Job: STILLAGUAMISH ICHC Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 89 S2 Supply point#2-Residual 2861 62 D1 Elevation Pressure 0 14.3 D2 System Demand 198.4 54.8 D3 System Demand+Add.Out.Hose 448.4 54.8 Curve Intersections &Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow m Pressure (psi) @ Flow m (P ) (gpm) (P ) (gpm) Supply 88.6 275.3 33.3 448.4 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psil/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) S101 Overhead 100 8 0.15 15 7 0.214 21.4 7.2 Sprinkler S102 Overhead 100 8 0.15 15 7 0.216 21.6 7.3 Sprinkler S103 Overhead 100 8 0.15 15 7 0.237 23.7 8.7 Sprinkler S104 Overhead 100 8 0.15 15 7 0.33 33 17 Sprinkler S105 Overhead 100 8 0.15 15 7 0.212 21.2 7 Sprinkler S106 Overhead 100 8 0.15 15 7 0.214 21.4 7.1 Sprinkler S107 Overhead 100 8 0.15 15 7 0.234 23.4 8.6 Sprinkler 5108 Overhead 100 8 0.15 15 7 0.327 32.7 16.7 Sprinkler File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 5 Job:STILLAGUAMISH ICHC 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/psi'h gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 5105 Overhead Sprinkler 8 21.2 100 7 7 28 1 HEAD Open 6.2 0.212 -14.3 15 S106 Overhead Sprinkler 8 21.4 100 7.1 7 28 HEAD Open 6.4 0.214 -14.3 15 5101 Overhead Sprinkler 8 21.4 100 7.2 7 28 HEAD Open 6.4 0.214 -14.3 15 S102 Overhead Sprinkler 8 21.6 100 7.3 7 28 HEAD Open 6.6 0.216 -14.3 15 S107 Overhead Sprinkler 8 23.4 100 8.6 7 28 HEAD Open 8.4 0.234 -14.3 15 5103 Overhead Sprinkler 8 23.7 100 8.7 7 28 HEAD Open 8.7 0.237 -14.3 15 5108 Overhead Sprinkler 8 32.7 100 16.7 7 28 HEAD Open 17.7 0.327 -14.3 15 S104 Overhead Sprinkler 8 33 100 17 7 28 HEAD Open 18 0.33 -14.3 15 002 Node 7.9 28 NODE -14.3 003 Node 9.5 28 NODE -14.3 004 Node 17.2 28 NODE -14.3 019 Node 31 28 NODE -14.3 200-0 Node 45.2 7.57 NODE -5.4 200-I Node 46.1 6.77 NODE -5.1 209-0 Node 48.2 3 NODE -3.5 209-I Node 49.9 3 NODE -3.5 211 Node 53.7 -5 NODE 0 214 Node 54.5 -5 NODE 0 w1 Supply -198.4 54.8 -5 SUPPLY 0 File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 6 Job:STILLAGUAMISH ICHC Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x(name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psis/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 5105 28 8 21.2 1.5 10.81 120 7 5101 28 8 21.2 1.68 0 0.0145 0 10.81 0.2 5101 28 8 21.4 1.5lx(us.90)=4.92 9.56 120 7.2 002 28 42.6 1.68 4.92 0.053 0 14.48 1 0.8 002 28 43 1.5 8 120 7.9 003 28 85.6 1.68 0 0.1932 0 8 1.5 003 28 47.1 1.5 lx(us.Tee-Br)=9.84 8 120 9.5 004 28 132.6 1.68 9.84 0.4349 0 17.84 7.8 004 28 65.7 1.5lx(us.Tee-Br)=9.84 5.17 120 17.2 019 28 198.4 1.68 9.84 0.9164 0 15.01 13.8 019 28 0 4lx(coupling)=1.32 319.04 120 31 200-0 7.57 198.4 4.26 5x(us.90)=65.84 227.79 0.0099 8.9 6x(us.Tee-Br)=158 546.83 5.4 lx(elbow.22.5)=2.63 200-0 7.57 0 4 0.8 0 45.2 CV-1F Check 200-I 6.77 198.4 0 0 0.5887 0.3 *** 0.8 0.5 200-I 6.77 0 41x(coupling)=1.32 6.65 120 46.1 209-0 3 198.4 4.26lx(us.90)=13.17 40.82 0.0099 1.6 lx(us.Tee-Br)=26.33 47.47 0.5 209-0 3 0 4 2.43 0 48.2 Ames3000SS 209-I 3 198.4 0 0 0.7 0 *** 2.43 1.7 209-I 3 0 4 2x(us.90)=26.33 10.3 120 49.9 211 -5 198.4 4.26 26.33 0.0099 3.5 36.63 0.4 211 -5 0 4lx(coupling)=1.83 89.58 140 53.7 214 -5 198.4 4.3lx(us.90)=18.33 23.83 0.0071 0 lx(elbow.22.5)=3.67 113.41 0.8 214 -5 0 8 11x(us.90)=348.7 1045 140 54.5 W1 -5 198.4 8.55 348.7 0.0002 0 1393.71 1 0.3 W 1 54.8 Path No: 2 5106 28 8 21.4 1.5 10.81 120 7.1 5102 28 8 21.4 1.68 0 0.0148 0 10.81 0.2 5102 28 8 21.6 1.5lx(us.Tee-Br)=9.84 1.56 120 7.3 002 28 43 1.68 9.84 0.054 0 11.4 0.6 002 7.9 File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 7 Job:STILLAGUAMISH ICHC Hydraulic Calculations PIPE INFORMATION Path No: 3 S107 28 8 23.4 1.5 10.81 120 8.6 S103 28 8 23.4 1.68 0 0.0175 0 10.81 0.2 S103 28 8 23.7 1.51x(us.Tee-Br)=9.84 1.56 120 8.7 003 28 47.1 1.68 9.84 0.0638 0 11.41 1 0.7 [o03 9.5 Path No: 4 S108 28 8 32.7 1.5 10.81 120 16.7 S104 28 8 32.7 1.68 0 0.0325 0 10.81 0.4 S104 28 8 33 1.5 1.56 120 17 004 28 65.7 1.68 0 0.1185 0 1.56 1 0.2 004 17.2 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 28.71 ft/s occurs in the following pipe(s): (019-004) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 8 Job:STILLAGUAMISH ICHC Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.:WI; Supply Name:W1 1001 88.1 psi @448.4gpm(198.4gpm+250gpm add.out.hose) 90 - 85 80 75 70 g► 65 C4 60 7 55 W W 50 d IL 45 40 35 30 25 20 15 10 t 0 N N N Flow,gpm Pressure Loss Function Design Area: 1; BFP Ref.: 977 (Ames3000SS, Size = 4); Inlet Node: 2094; Outlet Node: 209-0 9,45 945 y 7,45 a 6A5 N W 5 45 W A 443 345 2 45 1.7 psi @ 198.4 gpm i45 045 'n O N /1 O vt O of O ./1 O v1 O vl O vl Flow,gpm File:C:\Users\CaseyY\Desktop\Fl6059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dv g Date 2/27/2017 Copyright C 2002-2012 Tyco Fire Protection Products Page 9 Job:STILLAGUAMISH ICHC Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 976 (CV-1F Check, Size = 4); Inlet Node: 2004; Outlet Node: 200-0 45 y 35 a ai rn W a- 25 IL is 0.5 psi @ 196.4 gpm US n o n o ca vi r o Flow,gpm ~ File:C:\Users\CaseyY\Desktop\Fl6059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 10 HYDRAULIC CALCULATIONS for Job Information Project Name:STILLAGUAMISH ICHC Contract No.:F16059 City: ARLINGTON, WA 98223 Project Location: 5700 172nd Street N.E. Date:2/27/2017 Contractor Information Name of Contractor: WOLFE FIRE PROTECTION Address: 17321 TYE ST S.E.#B City: MONROE, WA 98272 Phone Number: 360-794-7926 E-mail:CASEYY@WOLFEFP.COM Name of Designer: CASEY YARDLEY Authority Having Jurisdiction: CITY OF MARYSVILLE Design Remote Area Name 2 Remote Area Location L2 CONFERENCE CENTER Occupancy Classification LIGHT HAZARD Density(gpm/ft� 0.108 Area of Application(ftJ 1568 Coverage per Sprinkler(ft� 196 Number of Calculated Sprinklers 8 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 250 Total Water Required(incl.Hose Streams)(gpm) 444.9 Required Pressure at Source(psi) 47.7 Type of System Wet Volume-Entire System (gal) 3374.7 gal Water Supply Information Date XX Location 8"DI PIPE ON 59TH AVE Source W1 Notes File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 1 N N 07 m a 00 Ni 6i N 7E { J m J � d z d Ma 0 U / a 0 U m J Q o) N d C 3 LL ° U a E _ ° Q co W o m C a V � d cm•— F- if 'H 7 = 8 p ¢ N D N .0 = g o E 0 J N ` N U3 t of E Ln � T Z o 0 �.. O V 'n N `0 T T N to f0 _U Lq aD w U ui IL U 2 r 0 2 m 2 Q 0 � g J N H r � a a O m 0 Job:STILLAGUAMISH ICHC Hydraulic Analysis for : 2 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 89 2861 62 Supply Analysis Residual Available Node at Source Static Pressure pressure Flow Pressure Total Demand Required Pressure (Psi) (psi) (gpm) Pressure (gpm) (PSI) W1 89 62 2861 88.8 444.9 47.7 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 250 Other(custom defined) Hose Flow(gpm) ------------------------------------------------------------------------------------ Total Hose Flow(gpm) 250 Sprinklers Ovehead Sprinkler Flow(gpm) 194.9 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ------------------------------------------------------------------------------------ Total Sprinkler Flow(gpm) 194.9 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 47.7 W1 -Flow(gpm) 194.9 Demand w/o System Pump(s) N/A File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 3 a cD O U O O U N T O a = 0 O 0 U O (h U 0 roC']4 � Q d> Q C3 LO m N U .. U 2 16.O O U ° 0 O N t w '§ E E a .N N w U. a E p a $ O O c� g M CL LL O O a U O O LO Y r y 2co T OL G) O" O U N / r w M r 1j N p r U N p p O m Il O 0 co I- cD In �T M JO O r G U 2 _U 2 to Q (7 � g o J N � a a O (� � o Job:STILLAGUAMISH ICHC Hydraulic Analysis for : 2 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1-Static 0 89 S2 Supply point#2-Residual 2861 62 D1 Elevation Pressure 0 13 D2 System Demand 194.9 47.7 D3 System Demand+Add.Out.Hose 444.9 47.7 Curve Intersections &Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 88.6 297.1 40.5 444.9 Open Heads Head Ref. Head Type Coverage K-Factor Required Calculated Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis/2) (gpm/ft2) (gpm) (psi) (gpm/ftz) (gpm) (psi) S201 Overhead 196 8 0.1 19.6 7 0.146 28.6 12.7 Sprinkler S202 Overhead 196 8 0.1 19.6 7 0.119 23.4 8.5 Sprinkler S203 Overhead 196 8 0.1 19.6 7 0.133 26.2 10.7 Sprinkler S204 Overhead 196 8 0.1 19.6 7 0.108 21.2 7 Sprinkler S205 Overhead 196 8 0.1 19.6 7 0.129 25.3 10 Sprinkler S206 Overhead 196 8 0.1 19.6 7 0.122 23.9 9 Sprinkler S207 Overhead 196 8 0.1 19.6 7 0.119 23.3 8.5 Sprinkler S208 Overhead 196 8 0.1 19.6 7 0.118 23.1 8.4 Sprinkler File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 5 Job:STILLAGUAMISH ICHC 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/psi'h gpm ftz psi psi ft gpm gpm/ft2 psi gpm S204 Overhead Sprinkler 8 21.2 196 7 7 25 HEAD Open 1.6 0.108 -13 19.6 S208 Overhead Sprinkler 8 23.1 196 8.4 7 25 HEAD Open 3.5 0.118 -13 19.6 S207 Overhead Sprinkler 8 23.3 196 8.5 7 25 HEAD Open 3.7 0.119 -13 19.6 S202 Overhead Sprinkler 8 23.4 196 8.5 7 25 HEAD Open 3.8 0.119 -13 19.6 S206 Overhead Sprinkler 8 23.9 196 9 7 25 HEAD Open 4.3 0.122 -13 19.6 S205 Overhead Sprinkler 8 25.3 196 10 7 25 HEAD Open 5.7 0.129 -13 19.6 S203 Overhead Sprinkler 8 26.2 196 10.7 7 25 HEAD Open 6.6 0.133 -13 19.6 S201 Overhead Sprinkler 8 28.6 196 12.7 7 25 HEAD Open 9 0.146 -13 19.6 001 Node 12.6 28 NODE -14.3 006 Node 12.8 28 NODE -14.3 022 Node 13.3 28 NODE -14.3 021 Node 13.6 28 NODE -14.3 007 Node 13.6 28 NODE -14.3 020 Node 14.3 28 NODE -14.3 008 Node 15.5 28 NODE -14.3 018 Node 16.2 28 NODE -14.3 013 Node 25.8 28 NODE -14.3 016 Node 25.8 28 NODE -14.3 200-0 Node 38.1 7.57 NODE -5.4 200-I Node 38.9 6.77 NODE -5.1 209-0 Node 41 3 NODE -3.5 209-I Node 42.7 3 NODE -3.5 211 Node 46.6 -5 NODE 0 214 Node 47.3 -5 NODE 0 wl Supply -194.9 47.7 -5 SUPPLY 0 File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 6 Job:STILLAGUAMISH ICHC 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/p5is/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 'I S204 25 8 21.2 1 lx(us.Tee-Br)=5 43 120 7 Flex-48" 001 28 21.2 1.049 5 0.144 -1.3 48 6.9 001 28 0 1.5 13.54 120 12.6 006 28 21.2 1.68 0 0.0145 0 13.54 0.2 006 28 26.2 1.5 12.71 120 12.8 007 28 47.3 1.68 0 0.0645 0 12.71 0.8 007 28 23.4 1.5 13.45 120 13.6 008 28 70.7 1.68 0 0.1356 0 13.45 1.8 008 28 28.6 1.5 lx(us.Tee-Br)=9.84 30.68 120 15.5 013 28 99.3 1.68 9.84 0.2542 0 40.52 10.3 013 28 0 4 12.23 120 25.8 016 28 99.3 4.26 0 0.0027 0 12.23 0.0 016 28 95.7 4lx(coupling)=1.32 192.39 120 25.8 200-0 7.57 194.9 4.26 3x(us.90)=39.5 172.49 0.0096 8.9 5x(us.Tee-Br)=131.67 364.88 3.5 200-0 7.57 0 4 0.8 0 38.1 CV-1F Check 200-I 6.77 194.9 0 0 0.5784 0.3 *** 0.8 0.5 200-I 6.77 0 4lx(coupling)=1.32 6.65 120 38.9 209-0 3 194.9 4.26lx(us.90)=13.17 40.82 0.0096 1.6 lx(us.Tee-Br)=26.33 47.47 0.5 209-0 3 0 4 2.43 0 41 Ames3000SS 209-I 3 194.9 0 0 0.7039 0 *** 2.43 1.7 209-I 3 0 4 2x(us.90)=26.33 10.3 120 42.7 211 -5 194.9 4.26 26.33 0.0096 3.5 36.63 0.3 211 -5 0 4lx(coupling)=1.83 89.58 140 46.6 214 -5 194.9 4.3lx(us.90)=18.33 23.83 0.0069 0 lx(elbow.22.5)=3.67 113.41 0.8 214 -5 0 8 11x(us.90)=348.7 1045 140 47.3 W1 -5 194.9 8.55 348.7 0.0002 0 1393.7 0.3 W 1 47.7 File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 7 Job:STILLAGUAMISH ICHC Hydraulic Calculations PIPE INFORMATION Path No: 2 5208 25 8 23.1 1 lx(us.Tee-Br)=5 32 120 8.4 Flex-48" 022 28 23.1 1.049 5 0.1696 -1.3 37 6.3 022 28 0 1.5 13.54 120 13.3 021 28 23.1 1.68 0 0.0171 0 13.54 0.2 021 28 23.3 1.5 12.72 120 13.6 020 28 46.4 1.68 0 0.0622 0 12.72 0.8 020 28 23.9 1.5 13.46 120 14.3 018 28 70.4 1.68 0 0.1344 0 13.46 1.8 018 28 25.3 1.5lx(us.Tee-Br)=9.84 30.69 120 16.2 016 28 95.7 1.68 9.84 0.2376 0 40.53 9.6 016 25.8 Path No: 3 5207 25 8 23.3 1 lx(us.Tee-Br)=5 32 120 8.5 Flex-48" 021 28 23.3 1.049 5 0.1721 -1.3 37 6.4 021 13.6 Path No: 4 5202 25 8 23.4 1 lx(us.Tee-Br)=5 32 120 8.5 Flex-48" 007 28 23.4 1.049 5 0.1729 -1.3 37 6.4 007 13.6 Path No: 6 5206 25 8 23.9 1 lx(us.Tee-Br)=5 32 120 9 Flex-48" 020 28 23.9 1.049 5 0.1809 -1.3 37 6.7 020 14.3 Path No: 6 S205 25 8 25.3 1 lx(us.Tee-Br)=5 32 120 10 Flex-48" 018 28 25.3 1.049 5 0.2009 -1.3 37 7.4 018 16.2 Path No: 7 5203 25 8 26.2 1 lx(us.Tee-Br)=5 11 120 10.7 Flex-288" 006 28 26.2 1.049 5 0.2133 -1.3 16 3.4 006 12.8 File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright®2002-2012 Tyco Fire Protection Products Page 8 Job:STILLAGUAMISH ICHC 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/psiY2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 8 S201 25 8 28.6 1 1x(us.Tee-Br)=5 11 120 12.7 Flex-288" 008 28 28.6 1.049 5 0.2508 -1.3 16 4 008 15.5 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 14.37 ft/s occurs in the following pipe(s): (013-008) *** Device pressure loss (gain In the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 9 Job:STILLAGUAMISH ICHC Device Graphs Pressure vs. Flow Function Design Area: 2; Supply Ref.:W1; Supply Name:W1 100 B8.1 psi @444.9gpm(194.9 gpm+250gpm add.out.hose) 90 85 So 75 70 y 65 e0 7 55 N 50 OL 45 •10 35 30 25 20 15 10 5 0 7 D ao O „'ni N N N Flow,gpm Pressure Loss Function Design Area: 2; BFP Ref.: 977 (Ames3000SS, Size = 4); Inlet Node: 2094; Outlet Node: 209-0 8.45- 7.45 '�. .15- d y 5,45 M a 4.45 .15- 2 45- 1.7 psi @ 194.9 gpm 1 15 045 Flow,gpm File:C:\Users\CaseyY\Desktop\Fl6059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright C 2002-2012 Tyco Fire Protection Products Page 10 Job:STILLAGUAMISH ICHC Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 976 (CV-1F Check, Size = 4); Inlet Node: 2004; Outlet Node: 200-0 45 fA 35 ai 7 N W 25 a 15 0.5 psi Q 194.9 gpm) 0s o � o N r r c Flow,gpm ~ File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dM Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 11 HYDRAULIC CALCULATIONS for Job Information Project Name:STILLAGUAMISH ICHC Contract No.:F16059 City: ARLINGTON, WA 98223 Project Location: 5700 172nd Street N.E. Date:2/27/2017 Contractor Information Name of Contractor: WOLFE FIRE PROTECTION Address: 17321 TYE ST S.E.#B City: MONROE, WA 98272 Phone Number: 360-794-7926 E-mail:CASEYY@WOLFEFP.COM Name of Designer: CASEY YARDLEY Authority Having Jurisdiction: CITY OF MARYSVILLE Design Remote Area Name 3 Remote Area Location L2 STORAGE Occupancy Classification ORDINARY HAZARD 2 Density(gpm/ft') 0.232 Area of Application(ft2) 182.08 Coverage per Sprinkler(ftz) 91.04 Number of Calculated Sprinklers 2 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 250 Total Water Required(incl.Hose Streams)(gpm) 293 Required Pressure at Source(psi) 28 Type of System Wet Volume-Entire System (gal) 3341.2 gal Water Supply Information Date xx Location 8"DI PIPE ON 59TH AVE Source W1 Notes File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/2 712 0 1 7 Copyright 0 2002-2012 Tyco Fire Protection Products Pagel N N Ol f0 a tt-t: 00 n fq N / m m /I)lC f0 J J z d i. a 0 U T O_ O U U U J U � rn o , M d co , LL o .. a IC _ g ` E U Q c m a U •� � � T D ¢ w Lm N U t L o 10 , coo O o Y H G7 T T N h l9 U_ N N U ui FL CD 2 U 2 Q (7 g N J n c a Job:STILLAGUAMISH ICHC Hydraulic Analysis for : 3 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F(15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 89 2861 62 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) W1 89 62 2861 89 293 28 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 250 Other(custom defined) Hose Flow(gpm) ------------------------------------------------------------------------------------ Total Hose Flow(gpm) 250 Sprinklers Ovehead Sprinkler Flow(gpm) 43 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ------------------------------------------------------------------------------------ Total Sprinkler Flow(gpm) 43 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 28 W1 -Flow(gpm) 43 Demand w/o System Pump(s) N/A File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 3 It R IL m O ti tn Ui (rJ �a O � U W T 4 p U � M U © a LO o M ; $ U a 0 E U c CL m H E a` .� o E co Q O j LL g o V y © N c! $ J •� N N >+ q CL O n O In w � m 1 T Q' O U w f� a — LL O O O O O O cq O O LL O O OD f-- CO LO M U 2 _U S g g J_ N H N a o Job:STILLAGUAMISH ICHC Hydraulic Analysis for : 3 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 89 S2 Supply point#2-Residual 2861 62 D1 Elevation Pressure 0 12.4 D2 System Demand 43 28 D3 System Demand+Add.Out.Hose 293 28 Curve Intersections &Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 88.9 101.4 60.6 293 Open Heads Head Ref. Head Type Coverage K-Factor Required Calculated Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ft2) (gpm) (psi) (gpm/ftz) (gpm) (psi) S301 Overhead 91.04 8 0.2 18.2 7 0.239 21.8 7.4 Sprinkler S302 Overhead 91.04 8 0.2 18.2 7 0.232 21.2 7 Sprinkler File:C:\Users\CaseyY\Desktop\Fl6059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 5 Job:STILLAGUAMISH ICHC 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 m ft2 psi psi ft 9Pm/Psi'�2 gpm gpm/ft2 psi gpm S302 Overhead Sprinkler 8 21.2 91.04 7 7 23.5 HEAD Open 3 10.232 -12.3 18.2 S301 Overhead Sprinkler 8 21.8 91.04 7.4 7 23.5 HEAD Open 3.6 10.239 -12.3 18.2 005 Node 6.9 28 NODE -14.3 035 Node 6.9 28 NODE -14.3 016 Node 7.2 28 NODE -14.3 033 Node 7.2 28 NODE -14.3 200-0 Node 16.2 7.57 NODE -5.4 200-I Node 16.7 6.77 NODE -5.1 209-0 Node 18.3 3 NODE -3.5 209-I Node 24.4 3 NODE -3.5 211 Node 27.9 -5 NODE 0 214 Node 28 -5 NODE 0 wl Supply 28 -5 SUPPLY -43 0 File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 6 Job:STILLAGUAMISH ICHC 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/psiV2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 5302 23.5 8 21.2 1 lx(us.Tee-Br)=5 6.05 120 7 035 28 21.2 1.049lx(us.90)=2 7 0.144 -1.9 13.05 1.9 035 28 0 1.5 lx(us.Tee-Br)=9.84 5.9 120 6.9 033 28 21.2 1.68 9.84 0.0145 0 15.74 0.2 033 28 21.8 4lx(coupling)=1.32 183.87 120 7.2 200-0 7.57 43 4.26 3x(us.90)=39.5 172.49 0.0006 8.9 5x(us.Tee-Br)=131.67 356.36 0.2 200-0 7.57 0 4 0.8 0 16.2 CV-1F Check 200-I 6.77 43 0 0 0.1263 0.3 *** 0.8 0.1 200-I 6.77 0 4lx(coupling)=1.32 6.65 120 16.7 209-0 3 43 4.26 lx(us.90)=13.17 40.82 0.0006 1.6 lx(us.Tee-Br)=26.33 47.47 0.0 209-0 3 0 4 2.43 0 18.3 Ames3000SS 209-I 3 43 0 0 2.5142 0 *** 2.43 6.1 209-I 3 0 4 2x(us.90)=26.33 10.3 120 24.4 211 -5 43 4.26 26.33 0.0006 3.5 36.63 0.0 211 -5 0 4lx(coupling)=1.83 89.58 140 27.9 214 -5 43 4.3 lx(us.90)=18.33 23.83 0.0004 0 lx(elbow.22.5)=3.67 113.41 0.0 214 -5 0 8 11x(us.90)=348.7 1045 140 28 W 1 -5 43 8.55 348.7 0.0000 0 1393.7 0.0 W 1 28 Path No: 2 S301 23.5 8 21.8 1 lx(us.Tee-Br)=5 4.5 120 7.4 005 28 21.8 1.049 5 0.152 -1.9 9.5 1.4 005 28 0 1.5 lx(us.Tee-Br)=9.84 5.92 120 6.9 016 28 21.8 1.68 9.84 0.0153 0 15.76 0.2 016 28 0 4 8.53 120 7.2 033 28 21.8 4.26 0 0.0002 0 8.53 0 033 7.2 File:C:\Users\CaseyY\Desktop\Fl6059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 7 Job:STILLAGUAMISH ICHC 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/psiY2) (gpm) (in) (ft) (ft) (psi) (psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 8.09 ft/s occurs in the following pipe(s): (005-S301) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\UserskCaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 8 Job:STILLAGUAMISH ICHC Device Graphs Pressure vs. Flow Function Design Area: 3; Supply Ref.:W1; Supply Name:W1 88.6psi @293gpm(43 gpm+250gpm add.out.hose) 90 85 80 75 70.. i� 65 60 55 W N 50 IL 45 40 35 30- 25- 20- 15 10 5- 0 v o 00 0 � o n ao N N N Flow,gpm Pressure Loss Function Design Area: 3; BFP Ref.: 975 (Ames3000SS, Size = 4); Inlet Node: 2094; Outlet Node: 209-0 s-4s 7.45- r� 6.1 psi @ 43 gpm p 6.45- a; y 5.45- W d aA.S 3.45- 2.45- 1.45 0.45- Flow,gpm File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 9 Job:STILLAGUAMISH ICHC Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 974 (CV-1F Check, Size = 4); Inlet Node: 2004; Outlet Node: 200-0 4.5 fA 35 7 w w 0 25 a 1.5 05 N vl 1� O Flow,gpm ~ File:C:\Users\CaseyY\Desktop\Fl6059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 10 HYDRAULIC CALCULATIONS for Job Information Project Name:STILLAGUAMISH ICHC Contract No.:F16059 City: ARLINGTON, WA 98223 Project Location: 5700 172nd Street N.E. Date:2/27/2017 Contractor Information Name of Contractor: WOLFE FIRE PROTECTION Address: 17321 TYE ST S.E.#B City: MONROE, WA 98272 Phone Number: 360-794-7926 E-mail:CASEYY@WOLFEFP.COM Name of Designer: CASEY YARDLEY Authority Having Jurisdiction: CITY OF MARYSVILLE Design Remote Area Name 4 Remote Area Location L1-SOUTHEAST CORNER Occupancy Classification LIGHT HAZARD Density(gpm/ft') 0.1 Area of Application(ft2) 1792 Coverage per Sprinkler(f:2) 224 Number of Calculated Sprinklers 8 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 250 Total Water Required(incl.Hose Streams)(gpm) 465.7 Required Pressure at Source(psi) 69.1 Type of System Wet Volume-Entire System (gal) 3451.6 gal Water Supply Information Date XX Location 8"DI PIPE ON 59TH AVE Source W1 Notes File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 1 N N 01 f0 (L 00 //^^ N7 N f a� d a _n z a C+ n O U !+ n O U U U J U •� CD V U') N Av' LL o U a • 0 0 i E Q co m a of z 8 Q Q N > = N J N L N � E G OI 0 O a '++ co 0 G p " n � o Y N N T T N N U La a) N U ui EL U 2 _U Q g s J N H N N O m Job:STILLAGUAMISH ICHC Hydraulic Analysis for : 4 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 89 2861 62 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) W1 89 62 2861 88.8 465.7 69.1 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 250 Other(custom defined) Hose Flow(gpm) ------------------------------------------------------------------------------------ Total Hose Flow(gpm) 250 Sprinklers Ovehead Sprinkler Flow(gpm) 215.7 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ------------------------------------------------------------------------------------ Total Sprinkler Flow(gpm) 215.7 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 69.1 W1 -Flow(gpm) 215.7 Demand w/o System Pump(s) N/A File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright C 2002-2012 Tyco Fire Protection Products Page 3 v a CD O oi a 4 O U to ' O a O O O U O c� U J N 0 Q o U O E o LO CL w f/! N L 0 3 CDLL c O a L � N rn O o N .� r^ O g O VJ N N L L L _ a LL U O n O $ L Y T d � T CL ca O as CL O U 7 aLI)i H U t-1 N — p '�4 O ui 04 O O O O O O O O LL O O 00 I-- Co In cn T T isd t ainssajA 2 _U 2 _U Q g J N to a d � Job:STILLAGUAMISH ICHC Hydraulic Analysis for : 4 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1-Static 0 89 S2 Supply point#2-Residual 2861 62 D1 Elevation Pressure 0 9.1 D2 I System Demand 215.7 69.1 D3 I System Demand+Add.Cut.Hose 465.7 69.1 Curve Intersections &Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 88.7 251.2 18.9 465.7 Open Heads Head Ref, Head Type Coverage K-Factor Required Calculated Density Flow Pressure Density Flow Pressure (ftz) (gpm/ps11h) (gpm/ft2) (gpm) (psi) (gpm/ftz) (gpm) (psi) S401 Overhead 224 8 0.1 22.4 7.8 0.1 22.4 7.8 Sprinkler S402 Overhead 224 8 0.1 22.4 7.8 0.103 23.1 8.3 Sprinkler S403 Overhead 224 8 0.1 22.4 7.8 0.125 28.1 12.3 Sprinkler S404 Overhead 224 8 0.1 22.4 7.8 0.125 28.1 12.3 Sprinkler S405 Overhead 224 8 0.1 22.4 7.8 0.129 28.9 13.1 Sprinkler S406 Overhead 224 8 0.1 22.4 7.8 0.125 28 12.3 Sprinkler S407 Overhead 224 8 0.1 22.4 7.8 0.128 28.8 12.9 Sprinkler 5408 Overhead Sprinkler 224 8 0.1 22.4 7.8 0.126 28.3 12.5 File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright®2002-2012 Tyco Fire Protection Products Page 5 Job:STILLAGUAMISH ICHC Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pros. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/PSIV2 gpm ftz psi psi ft gpm gpm/ftz psi gpm S401 Overhead Sprinkler 8 22.4 224 7.8 7.8 16 1 HEAD Open 0 0.1 -9.1 22.4 S402 Overhead Sprinkler 8 23.1 224 8.3 7.8 16 HEAD Open 0.7 0.103 -9.1 22.4 S406 Overhead Sprinkler 8 28 224 12.3 7.8 16 HEAD Open 5.6 0.125 -9.1 22.4 S404 Overhead Sprinkler 8 28.1 224 12.3 7.8 16 HEAD Open 5.7 0.125 -9.1 22.4 S403 Overhead Sprinkler 8 28.1 224 12.3 7.8 16 HEAD Open 5.7 0.125 -9.1 22.4 S408 Overhead Sprinkler 8 28.3 224 12.5 7.8 16 HEAD Open 5.9 0.126 -9.1 22.4 S407 Overhead Sprinkler 8 28.8 224 12.9 7.8 16 HEAD Open 6.4 0.128 -9.1 22.4 S405 Overhead Sprinkler 8 28.9 224 13.1 7.8 16 HEAD Open 6.5 0.129 -9.1 22.4 634 Node 13.2 18 NODE -10 183 Node 13.8 18 NODE -10 010 Node 14 18 NODE -10 633 Node 14.2 18 NODE -10 638 Node 14.8 18 NODE -10 012 Node 15.1 18 NODE -10 030 Node 52.5 11.5 NODE -7.1 028 Node 52.6 11.5 NODE -7.1 200-0 Node 59.1 7.57 NODE -5.4 200-I Node 60 6.77 NODE -5.1 209-0 Node 62.2 3 NODE -3.5 209-I Node 63.9 3 NODE -3.5 211 Node 67.8 -5 NODE 0 214 Node 68.7 -5 NODE 0 w1 Supply -215.7 69.1 -5 SUPPLY 0 File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICH0F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 6 Job:STILLAGUAMISH ICHC Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 5401 16 8 22.4 1 1x(coupling)=1 37.77 120 7.8 Flex-48" 634 18 22.4 1.049 1 0.1599 -0.9 38.77 6.2 634 18 28.1 1.5lx(us.Tee-Br)=9.84 4.5 120 13.2 633 18 50.5 1.68 9.84 0.0727 0 14.34 1 633 18 -6.9 1.5 15.75 120 14.2 012 18 43.6 1.68 0 0.0555 0 15.75 0.9 012 18 80.3 1.5 lx(us.Tee-Br)=9.84 70.66 120 15.1 028 11.5 123.9 1.68 2x(us.90)=9.84 19.68 0.3835 2.8 90.35 1 34.6 028 11.5 91.7 4lx(coupling)=1.32 277.07 120 52.6 200-0 7.57 215.7 4.26 3x(us.90)=39.5 146.15 0.0115 1.7 4x(us.Tee-Br)=105.34 423.22 4.9 200-0 7.57 0 4 0.8 0 59.1 CV-1F Check 200-I 6.77 215.7 0 0 0.6416 0.3 *** 0.8 0.5 200-I 6.77 0 4 lx(coupling)=1.32 6.65 120 60 209-0 3 215.7 4.26 lx(us.90)=13.17 40.82 0.0115 1.6 lx(us.Tee-Br)=26.33 47.47 0.5 209-0 3 0 4 2.43 0 62.2 Ames3000SS 209-I 3 215.7 0 0 0.7148 0 *** 2.43 1.7 209-I 3 0 4 2x(us.90)=26.33 10.3 120 63.9 211 -5 215.7 4.26 26.33 0.0115 3.5 36.63 0.4 211 -5 0 41x(coupling)=1.83 89.58 140 67.8 214 -5 215.7 4.3lx(us.90)=18.33 23.83 0.0083 0 lx(elbow.22.5)=3.67 113.41 0.9 214 -5 0 811x(us.90)=348.7 1045 140 68.7 Wl -5 215.7 8.55 348.7 0.0003 0 1393.7 0.4 W 1 69.1 Path No: 2 5402 16 8 23.1 1 1x(coupling)=1 37.76 120 8.3 Flex-48" 010 18 23.1 1.049 1 0.1689 -0.9 38.76 6.5 010 18 28.9 1.5lx(us.Tee-Br)=9.84 4.5 120 14 012 18 52 1.68 9.84 0.0767 0 14.34 1.1 012 15.1 File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright®2002-2012 Tyco Fire Protection Products Page 7 Job:STILLAGUAMISH ICHC Hydraulic Calculations PIPE INFORMATION Path No: 3 5406 16 8 28 1 lx(us.Tee-Br)=5 6.94 120 12.3 638 18 28 1.049lx(us.90)=2 7 0.2419 -0.9 13.94 3.4 638 18 63.7 1.5 lx(us.Tee-Br)=9.84 129.43 120 14.8 030 11.5 91.7 1.68 4x(us.90)=19.68 29.53 0.2197 2.8 158.96 1 34.9 030 11.5 0 4 22.77 120 52.5 028 11.5 91.7 4.26 0 0.0024 0 22.77 0.1 028 52.6 Path No: 4 S404 16 8 28.1 1 lx(us.Tee-Br)=5 2 120 12.3 634 18 28.1 1.049 5 0.2434I -0.9 7 1.7 634 13.2 Path No: 5 5403 16 8 28.1 1 lx(us.Tee-Br)=5 6.5 120 12.3 638 18 28.1 1.049lx(us.90)=2 7 0.2435 -0.9 13.5 3.3 638 14.8 Path No: 6 5408 16 8 28.3 1 lx(us.Tee-Br)=5 6.94 120 12.5 012 18 28.3 1.049lx(us.90)=2 7 0.2467 -0.9 13.94 3.4 012 15.1 Path No: 7 5407 16 8 28.8 1 lx(us.Tee-Br)=5 2 120 12.9 183 18 28.8 1.049 5 0.2541 -0.9 7 1.8 183 18 0 1.5 lx(us.Tee-Br)=9.84 4.95 120 13.8 633 18 28.8 1.68 9.84 0.0256 0 14.79 0.4 633 18 6.9 1.5 14.25 120 14.2 638 18 35.6 1.68 0 0.0381 0 14.25 0.5 638 14.8 Path No: 8 5405 16 8 28.9 1 lx(us.Tee-Br)=5 2 120 13.1 010 18 28.9 1.049 5 0.2566 -0.9 7 1.8 010 14 File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 8 Job:STILLAGUAMISH ICHC 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/psiY2) (gpm) (in) (ft) (ft) (psi) (psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.94 ft/s occurs in the following pipe(s): (028-012) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\UserskCaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 9 Job:STILLAGUAMISH ICHC Device Graphs Pressure vs. Flow Function Design Area:4; Supply Ref.: W1; Supply Name:W1 Ian 88.1 psi to�465.7gpm(215.7 gp m+250 gpm add.out.hose) 90- 85 --- 80 75 70 Y! GS 60 55 N 50 d 45 40 35 :n 25 20 15 IO 5 0 O � b o00 O vl N N N Flow,glom Pressure Loss Function Design Area: 4; BFP Ref.: 978 (Ames3000SS, Size = 4); Inlet Node: 2094; Outlet Node: 209-0 945 845 y T45 a 645 61 N 545 fn d 4.45 3.45 2.45 1.7 psi @ 215.7 gpm 1.45 0.45 0 0 0 n o 0 0 0 0 0 0 o O o 0 0 0 '^ o 2i no n o vi o n o vi o n o n Flow,gpm File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 10 Job:STILLAGUAMISH ICHC Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 977 (CV-1F Check, Size = 4); Inlet Node: 2004; Outlet Node: 200-0 45 1 35 a ai a W 25 IL is 0.5 psi @ 215.7 gpm 05 M O O O O N V1 l� O Flow,gpm ~ File:C:\Users\CaseyY\Desktop\F16059-STILLAGUAMISH TRIBE ICHC\F16059-CALCS-Copy-Copy.dwg Date 2/27/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 11 r �� I szee—beL—ose aam�w ..� wm.rn�cv..n�7nuea (h s8208 tl5+ '-.18ulptl zezes tlM '--w ' w n....� 'a.N}aa11S P-841 OOLS F1#as 1s-Ai, mul agcow DHJI aglJTj, gsnuen2ujjj"IS uot100401d aztA a;Ioly LL -� g53:�9_9gga�aSl e g IF• �5 If nor n - - I - ! MIM S. G? - _G a i C� N LU > LU w SSS J J X flo 2 CK S ill I son 9864-466-09P, N C2296 via W96 yM 'a luoR '3'N 1—Is Pv ZLi OOLS 9N 8s is -Al 1ZE47 n. e OHaI aq!jil usiumn�NIFIS uOIID@}Oad @JTA MOM LL tow o. f u o ;{I � aLL i cn 7 1►1 liY � owe _ � ��-- - � � —� I w a e t ' 1 I Em W 4L I Y O •` ° ,- —w— �� +� • (' LU _ � J i m {{t z 5i m r' 8 r b�j 3 Ar�`LII= � jeE 'I D Z 4 ` iu °-r Q-o- Q a - �16 1 1l � �) � GC •{ _ S f 5 � • . (A41YIItR.Crlr�Ulll�w•N}1.(�IAIMw.p[:11J11.Y'1 A.MltwClr{R.osw.w i.' �` ty YYIVIt 11Y DIW^.r.(.MM.+[t4G.taT.WI:I[YMO[I.IpN..K1vEpMVFrtn',i. T w. N � i ► i{ft T1 �^ Wolfe Fire Protection Stillaguamish Tiribe ICHC0 "D 17321 Tye St. SE µB 5700 172nd Street N.E. 1 Monroe. WA 98272 Arlington, WA 96223 • cvr.ud�• ' 360-794-7926 iifi iYiiiiii ! m ._ m= p m :ty ia�; iEii!•68 6 Eat c� $� mA "o y n�S o � g"T�� NT�� cn m Z III 9r- w �3= NNN ni d m v f.�+,+'' Z iii e�a m� m� r$ � o DON Z Orr 4 i sfi ?586 ca m Ao 0 a�� Ag "o m n i itF Ora of i ii ! fit i$1 ; fPgEgq "$ 9 m0 � b' o �Am a + •r" i '; its ; C i r H Nod >Ns m cif t .$f B fl8H8 s o ^ �s� F ; m off° D tt• tf, m o a S#� t i o tf fi'Ss}, ag5>f6f5 'n5e5 t 1 gE t;• tf' a 1t ritiiMi?` i? i, I--------I-I- o- � 1cn f Ir R (D A < Iry Ju� Co D N Op 0 O A --------ff � ( c p I rn 8 ` b ,�•S' 1 .. 1 1f u IInII I j�J N l9 j ri - 7 ^ Wolfe Fire Protection Stillaguamish Tiribe ICHC Flom it J 17321 Tye St SE8 5700 172nd Street N.E. CA) - Monroe, WA 96272 Arlington, WA 96223 c 00 360-794-7926 Sheet 1 -LAT of 1 �j 9600 Klingennan Street P.O.Box 3365 South El Monte,CA 91733'USA Phone:626.446.44 4.0541"Fax:626.444.3887 www.afcon.org e-mail:info@afcon.org Sway Bracing Calculations per 2016 NFPA 13 Project/Contractor Information Seismic Brace Attachments Project: ICHC Stucture Attachment Adapter: Project Address: Listed load rating:!�+ Project City/St: Arlington Structure Attachment Fitting: Contractor: Wolfe Fire #077 Attachment End(Locking) Contractor Address: Listed load rating: 2,015lbAdj.load rating per 9.3.5.2.3: 1,42511 Contractor City/St: Brace Pipe Adaptor: Brace Pipe Information "4"Oedw # Listed load rating: Adj.load rating per 9.3.5.2.3: Lenght of Brace: 7 ft 0 in Sway Brace Fitting: Diameter of Brace: 1 in #035 Sway Brace(Model K) Type of Brace: Schedule 40 Listed load rating: 2,765 lb Adj.load rating per 9.3.5.2.3: 1,955 lb Angle of Brace: 45°to 59° Seismic Brace Assembly Detail Least Radius of Gyration: 0.42 L/R Value: 200 Maximum Horizontal Load: 1,310lb Fastener Information Generic Drawing, Check The Data \ In The Sections To Make Sure \ The Data Is Filled In Completely. ❑NFPA 13 Fastener ■ Listed Adapter Fasteners:n/a Structural Supporting Member: Steel 05� Orientation of connecting surface: „E„ Fastener Type: n/a Fastener Diamter: n/a Brace identification no. Calculated To: NFPA Fastener Length(under head): n/a (to be used on plans) LAT Maximum Load: n/a ■ Lateral Brace ❑ Longitudinal Brace I El 4-WayBrace Sprinkler System Load Calculation [Fpw=CpWp(default is 0.5Cp)] Ss 1.08 Cp 0.53 Diameter Type Length(ft) Total(ft) Weight per ft Cp Total Weight ■ 4 in Schedule 10 loft 10.0 ft 11.78 0.53 62.43 ❑ 1.1/2 in Schedule 10 51 ft + 100 ft + 94 ft 245.0 ft 3.04 0.63 394.74 ❑ 1 in Schedule 40 40.0 ft 1.06 0.63 43.46 ❑ O NO EXCEP'rIONS TAKEN REVISE AND RESUBMIT ❑ Q REJ CTED Q EVISE AS NOTED ❑ anolicat e codes This reviewt with the ❑ design ncept of this project and gc teral compliance with the information ❑ provide in the contract ocument . The contractor is responsible for ,T I 500.64 Brace Connection manner Fpw x 1.15 575.73 WOMER&ASSOCIATES,INC. Filename: C:%UserslChuckB DesktopllCHC.FIF�g�PROTECTION CONSULTING ENGINEERS Date:317/2017 I oj'/?4I Sislnic* 't19a4!oy-.- to�ihPL 1 LAT 1 *. I ANNEX A 13-321 Seismic Bracing Calculations Sheet 1 of 1 Project: STILLAGUAMISH ICHC Contractor: WOLFE FIRE PROTECTION Address: 5700 72ND ST. NE Address: 17321 TYE ST. SE $#B ARLINGTON, WA 98223 MONROE, WA 98272 Telephone: 3 6 0-7 94-7 92 6 Fax: 360-863-1559 Brace Information Seismic Brace Attachments Length of brace: 7 ' —0 Structure attachment fitting or tension-only bracing system: Diameter of brace: 1 it Make: AFCON Model: 077 S CH.4 0 Transition attachment fitting(where applicable): Type of brace: 4 5°-5 9° Make: AFCON Model: 078 Angle of brace: 2 015 1425 . 04 .421 Listed load rating: Adjusted load rating per 9.3.5.2.4: Least radius of gyration:* Sway brace(pipe attachment)fitting: I/r value:* 200 Make: AFCON Model: 411 Maximum horizontal load: 1310$# 2 7 6 5 1955 .45 Listed load rating: Adjusted load rating per 9.3.5.2.4: Fastener Information Seismic Brace Assembly Detail Orientation of connecting surface: E Fastener: Type: AFCON 087 Diameter: 1/211 Length(in wood): 2 X 1/2" SET SCRE Maximum load: 2 6 7 5$# Brace identification no. 411 (to be used on plans) ❑ Lateral brace ® Longitudinal brace ❑ 4-way brace SS= 1 . 075 Sprinkler System Load Calcul5ttiion (Fpa, = CpWp) Cp Diameter Type Length(ft) Total(ft) Weight per ft Weight 4" SCH. 10 40 ' —0 4 0 ' 0 11 . 78 lb/ft 471 .2 lb lb/ft lb lb/ft lb Ib/ft I NO EXCEPTIONS TAKEN RE 'ISE AND RESUBMIT lb/ft lb C rection or comments made on theses submittals do not relieve contractor C ubtotal weight 471 .2 lb oM compliance with requirements o me arawings, specs Icanons an tic e c i review is with th Wp(incl.15%) 541 . 88 lb design concept of this project and general compliance with the informatTi4lSa (Fpw) 2 92 .62 lb provided in the contract documents. the contractor is responsible for *Excludes tension-only t1f Ak. e�icesses and techniques of installation;coordination work and ©2012 National Fire Prote G?QWWRthcr trades; and performing work in a safe and satisfactory NFPA 13 FIGURE A.9.3.5(a) S ismic Bracing Calcttl SOCIATEs,INC_ FIRE PROTECTION CONSULTING ENGINEERS Date: 4/11/2017 Reviewed by: Scott R Creighton PE M' 2013 Edition a" copyright National Fire Protection Association 4/2012 Wolfe Fire Protection OFFICE: (360)794-7921 FAX: (360) 863-1559 F16059 : EQUIPMENT CUT SHEETS SUBMITTAL PACK STILLAGUAMISH TRIBE ICHC 5700 172ND STREET N.E. ARLINGTON, WA 98223 �wrrrrrrrrrrrrrrrrrrrrrrrrrrri � IrA1�1�POM tTAtf 1 1 CrICIlIGA110!OOwfi1M0Y o lINl�It01�6ff0UIlMrNa��Y�7M� ; Chart s Warren Bamford 1 0 -0392-C Level3 1 e Fire Protection C. EFP9 DD 1 1 ritn howwr�rrrrrrrr now was *mesa WOLFE FIRE PROTECTION, INC 17321 TYE STREET SOUTHEAST#B MONROE, WA 9827 (360) 794 - 7926 tip � � Apd ES-A-C300 C30ON ColtTM Series C300, C30ON PL A M E S Double Check Detector Assemblies FIRE&WATERWORKS Sizes: 21/2" — 10" (65—250mm) C30OBFG C3000SY Features The Colt C300, C30ON Double Check Detector Assemblies are designed to protect Extremely Compact Design drinking water supplies from dangerous cross-connections in accordance with national plumbing codes and water authority requirements for non-potable service • 70% Lighter than Traditional applications such as irrigation, fire line, or industrial processing.The Colt C300, Designs C30ON may be installed under continuous pressure service and may be subjected • 304(Schedule 40) Stainless Steel to backpressure for non-toxic applications.The Colt C300, C30ON is used primarily Housing &Sleeve on fire line sprinkler systems when it is necessary to monitor unauthorized use of • Groove Fittings Allow Integral water. For use in non-health hazard applications. Pipeline Adjustment Specifications • Patented Tri-Link Check Provides The Colt C300, C30ON Double Check Detector Assemblies shall consist of two Lowest Pressure Loss independent Tri-Link Check modules within a single housing, sleeve access port, • Unmatched Ease of Serviceability four test cocks and two drip tight shutoff valves.Tri-Link Check shall be removable • Available with Grooved Butterfly and serviceable, without the use of special tools. The housing shall be constructed Valve Shutoffs of 304 (Schedule 40) stainless steel pipe with groove end connections.Tri-Link • May be Used for Horizontal, Checks shall have reversible elastomer discs and in operation shall produce Vertical or N Pattern Installations drip tight closure against the reverse flow of liquid caused by backpressure or backsiphonage.The bypass assembly shall consist of a meter, which registers in • Replaceable Check Disc Rubber either gallon or cubic measurement, a double check valve assembly and required test cocks.Assembly shall be a Colt C300, C30ON as manufactured by the Ames t Company. It is illegal to use this product in any plumbing system providing water for human consumption, MWITIMM such as drinking or dishwashing, in the United States.Before installing standard material prod- The information contained herein is not intended to replace the full product installation uct,consult your local water authority,building and safety information available or the experience of a trained product installer.You are and plumbing codes. required to thoroughly read all installation instructions and product safety information before beginning the installation of this product. Job Name Contractor Job Location_ Approval Engineer Contractor's P.O.No. Approval Representative Ames Fire&Waterworks product specifications in U.S,customary units and metric are approximate and are provided for reference only.For precise measurements,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. Configurations Available Models • Horizontal Suffix: • Vertical up OSY- UUFM outside stem and yoke resilient • "N" pattern horizontal seated gate valves BFG - UUFM grooved gear operated butterfly valves Materials with tamper switch • Housing &Sleeve: 304 (Schedule 40)Stainless Steel *OSY FxG - Flanged inlet gate connection and grooved • Elastomers: EPDM, Silicone and Buna 'N' outlet gate connection • Tri-Link Checks: Noryl®, Stainless Steel *OSY GxF-Grooved inlet gate connection and flanged • Check Discs: Reversible Silicone or EPDM outlet gate connection • Test Cocks: Bronze Body Nickel Plated *OSY GxG - Grooved inlet gate connection and grooved • Pins &Fasteners: 300 Series Stainless Steel outlet gate connection Available with grooved NRS gate valves-consult factory* • Springs: Stainless Steel Post indicator plate and operating nut available-consult factory* *Consult factory for dimensions Dimensions — Weights Pressure — Temperature Temperature Range: 330F—140°F (0.5°C—60°C) Maximum Working Pressure: 175psi (12.1 bar) "H — A C(open)0 O ------------------- — __.. ..... P ..--..... C300, C30ON SIZE(ON) DIMENSIONS WEIGHT A C(OS`() D G H I J P C300 C30ON in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. firm in. min lbs. kgs. lbs. kgx 21/2 65 30% 781 16% 416 31/2 89 291/6 738 211/2 546 15'/2 393 813/16 223 133/6 335 139 63 147 67 3 80 313/4 806 187/a 479 311/16 94 30'/a 768 221/4 565 17'/a 435 93/16 233 14'/2 368 159 72 172 78 4 100 333/4 857 223/4 578 4 102 33 838 231/2 597 18'/2 470 915/16 252 153/6 386 175 79 198 90 6 150 431/2 1105 301/6 765 51/2 140 44% 1137 331/4 845 233/16 589 131/16 332 19 483 309 140 350 159 8 200 1 493/4 1264 373/4 959 611/6 170 541/a 1375 401/a 1019 1 277/16 697 1511/16 399 213/6 538 494 224 569 258 10 250 1 573/4 1467 453/4 1162 83/6 208 66 1676 491/2 1257 321/2 826 175/s 440 24 610 795 361 965 438 i O Q P i C J nL I 1 D _ -------------------- A.._ __ _ �---------------------.. H ..... ..... .....,.... P _......... — .... G.....------------. C300BFG, C300NBFG SIZE(ON) DIMENSIONS WEIGHT A C D G H I J P C30OBFG C30ONBFG in. mm in. mm in. mnl in. mm im mm in. mm in. mm in. mm im mm ft kg& lbs. kgs 21/2 65 271/4 705 8 203 31/2 89 291/6 759 211/2 546 1415/6 379 8"/16 223 13 330 70 32 78 35 3 80 281/4 718 86/6 211 311/16 94 3011/16 779 221/4 565 157/16 392 93/16 233 131/2 343 68 31 81 37 4 100 29 737 81/16 227 311/16 94 3111/% 811 231/2 597 16'/4 412 91/16 252 14 356 75 34 98 44 6 150 1 361/2 927 10 254 5 127 433/6 1097 1 33Y4 845 1911/6 500 1 131/16 332 1 141/ 3368 131 59 1 171 78 8 200 1 423/4 1086 1 121/4 311 61/2 165 1 511/1, 1297 1 401/a 1019 1 235/6 592 1 1511/6 399 1 183/e 462 1 275 1251 351 159 Noryl0 is a registered trademark of SABIC Innovative PlastiCSTM. I I Approvals Capacity • Approved by the Foundation for Cross-Connection UUFM Certified Flow Characteristics Control and Hydraulic Research at The University of Flow characteristics collected using butterfly shutoff valves. Southern California(FCCCHR-USC) For additional approval information please contact the factory or Flow capacity chart identifies valve performance based visit our website at www.amesfirewater.com upon rated water velocity up to 25fps • Service Flow is typically determined by a rated velocity of 7.5fps based upon schedule 40 pipe. FM • Rated Flow identifies maximum continuous duty perfor- A5 S P® CUkUs Approved mance determined by AWWA. C us • UL Flow Rate is 150% of Rated Flow and is not recom- 1048 B64.5 (**BFG&OSY Only) mended for continuous duty. • AWWA Manual M22 [Appendix Cl recommends that the maximum water velocity in services be not more than 1 Ofps. Horizontal Vertical ------- N- Pattern 2'/" (65mm) 6" (150mm) psi Service Flow Rated Flow *UL Rated Flow psi Service Flow Rated Flow *UL Rated Flow '4 12 N 2 N 10 it H c O v V H 8 ' s z 6 r ' ' H Z 6 y � 4 yP: 2 LL 2 0 0 0 50 100 150 200 250 300 350 gpm 0 300 600 900 1200 1500 gpm 0 190 380 570 760 950 1140 1330 Ipm 0 1140 2280 3420 4560 5700 Ipm 7.5 15 fps 7.5 12 fps psi 3" (80mm) psi 8" (200mm) 12 Service Flow Rated Flow *UL Rated Flow Service Flow Rated flow UL Rated Flow 12 N 10 H 10 H ; s 8 �'� N as 8 V i; F 6 s = 6 4 a 4 2 —� r — — 0 2 0 0 100 200 300 400 500 gpm 0 500 1000 1500 2000 2500 gpm 0 380 760 1140 1520 1900 Ipm 0 1900 3800 5700 7600 9500 Ipm 7.5 15 fps 7.5 10 fps psi4" (100mm) 10" (250mm) 24 Service Flow flated Flow *UL Radz 12 d Flow psi Service Flow Rated Flow *UL Rated Flow 20 N 10 N h 16 ,r H y 8 H op 00 12 V ��' ' �Z 6 i� - _ _ o0 a � 4 !. d 4 v LL 2 .� 0 0 0 100 200 300 400 500 600 700 800 gpm 0 380 760 1140 1520 1900 2280 2660 3040 Ipm 0 500 1000 1500 2000 2500 3000 3500 gpm 7.5 13 fps 0 1900 3800 5700 7600 9500 11400 13300 Ipm 7.5 10 fps SWITITITOrm Inquire with governing authorities for local installation requirements i :,. LAN ALE I NTERNAT10NAL. 1050 Broadway, Westville, NJ 08093 R 800-908-0523 F. 856-456-9223 www.lansdaleinternational.com B O Row Teat Pcsanbty L EX159 8 0 '°"Z 3-WAY LISTED VAL VE MATERIAL LIST 2 F 6 STREET NO Description Qty 4 f1WROMrn121 ELBOW 1 LANSDALE AIR/WATER-3-1/2"DIA 0-300 PSI -�-- vu� G w/STAINLESS STEEL CASE UL&FM approved 1 ®--- $ � 2 1/4" 3-Wa VALVE 1 4 1 5 - - - - - - - 3 System Sensor Water Flow Switch PRESSURE - w retard UL/FM Approved 1 GAUGE 4 1/4 x 2 Black Nipple 1 r l E 5 1/4 Black Cl Plug 1 3 9^/l L NOT R7 SCALE 6 Commercial Riser Body Sch 40 A53 Steel Pipe 1 A 7 Black Nipple_x close 1 8 Galvanized Street Elbow 90 degree) 1 aA Ball Valve'400 ESI,600 WQG QI-/FM approved1 9B Lansdale International or equal,Test&Drain H UL/FM Approved 1 BALL WATERFLOW MANIFOLD VALVE DETECTOR BODY C 0womf "a") OR TEST AV DRAIN UL/FM* APPROVED BASIC ASSEMBLY (3" (80MM) VERSION SHOWN) Nominal Size 2" 2.5 " 3" 4" 6" Body Size 2" 2.5 " 3" 4" 6" A 1311 13" 13" 13" 13" Ball Valve Size 1" 1.25" 1.25" 2" 2" B (Ball Valve) 13" 131/4" 153/4" 19%" 20" Test&Drain Size 1" 1.25" 1.25" 2" 2" B Test& Drain 131/2" 14'/4" 16'/4" 19" 203/4" NOTE: 51/4" 5" rj'/2" 7" 87/4�r All tolerances(with exception of the grooves)plus or minus 1/4 of an inch. All Welds to be/4"fillet surface prep of body-SSPC-SP-7 finished with 2.5 mils D 91/411 91/2" 91/2" 1 03/8" 1 1" Bengal Red TGIC/Acryllic Epoxy powder coat,electrostatically applied. E Ball Valve 5s/8" 71/8" 97/8" 121/8" 131/2" E Test& Drain 1011 10'/4" 12'/4" 143/4" 141/2" F 1 31/2" 1 31/2" 31/2„ 31/2" 31/2" G 41/2" 41/2" 41/2" 41/7" 41/2" H 1 31/21' 31/2" 3'/2" 31/2" 31/2„ * AVAILABLE WITH PRESSURE RELIEF OPTION PROJECT INFORMATION APPROVAL STAMP Project: Ej Approved Address: 0 Approved as noted Contractor: 8 Not approved Engineer: Remarks: Submittal Data: Notes 1: Notes 2: 1 � i i r� Pipe Sch 40 & Sch 10 Pipe Specification A795 Spec A795 NPS 1/2 -- 10" Schedule 10 and Schedule 40 Scope Covers seamless and welded,black and hot dipped galvanized nominal wall pipe. For coiling,bending,flanging and is suitable for welding.Pipe ordered for this specification is intended for use in free protection system. Kinds of Steel Open-hearth Basic-oxygen Permitted Electric-furnace for Pipe Material Hot-Dipped ;Sets standards for coating of pipe with zinc inside and outside by the hot-dipped process Galavanizing Weight of coating must not average less than 1.8oz per square ft and not less than 1.6oz per sq.ft. Permissble The minimum wall thickness at any point shall not be more than 12.5%under the nominal wall Variations thickness specified. in Wall 'Thickness Chemical C max o Mn max% P max% S max Requirements Seamless or ERW Grade A 0.25 0.95 0.05 0.06 Grade B 0.30 1.20 0.05 0.06 Furnace-weld Pipe Type F --- --- 0.08 0.08 NDE& Hydrostatic inspection test pressures for plain end and threaded are specified.Hydrostatic Hydrostatic pressure shall be maintained for not less than 5 second for all sizes of seamless electric Testing resistanceweld pipe.Non destructve electric test in accordance with practice E 213 or E 309 for the larger sizes.Pressure is maintinaed for not less than 5 seconds. Permissible Plus or minus 5% 'Variations in Weights per Foot Permissible Outside Diameter at any point sha I not vary from standard specified more than-- Variations For NPS 1 1/2 and Smaller Sizes For NPS 2 and Larger Sizes in Outside 1/64"over 1/32"under 1%over 1%under Diameter Number of Fattening--Tests are to be preformed on electric-resistance welded pipe,and furnace Tests welded pipe. Required Lengths Unless specified,pipe shall be furnished on singe random lengths or 16 to 2 tt Required Rolled,Stamped or Stenciled(Mfgrs.Option) Markings on Each Manufacturer's name or brand. Length (On Tags Electric-resistance welded A,Electric-resistance welded B,Seamless A,Seamless B, attached to each Bundle Grade A or B for type E or S pipe,wall thickness schedule ASTM A795,the letters NH if in case not hydrstatically tested.The length of pipe. of Bundled Pipe) General End finish may be plain end beveled or plain end square cut. Information A795- 1 of 1 I I I I LAN DALF. I N T E R N A T 1 0 N A L 1050 Broadway, Westville, NJ 08093 P. 800-908-0523 F. 856-456-9223 www.lansdaleinternational.com 350 PSI GROOVED-END SWING CHECK VALVE • Installed in both Horizontal or Vertical Line with Upward Flow • Easier and Faster to Maintain and Install • Low Pressure Drop • EPDM non-stick leak tight sealing • All Stainless Steel Wetted Parts to Provide Superior Corrosion Resistance • FM Approved &UL/ULC Listed Material Specifications PART SPECIFICATION 1.Body Ductile Iron ASTM A 536 2.Seat Bronze 3.Clapper Stainless Steel 304 4.Facing Seal EPDM Rubber A 5.Clamping Ring Stainless Steel 304 6.Gasket EPDM Rubber 1 8 z 7.Spring Stainless Steel 304 8.Hinge Pin Stainless Steel 304 9.Bolt Stainless Steel 304 ) ' 10.Locknut Stainless Steel 304 11.Plug 1/4"NPT Carbon Steel 12.Plug 1/2"NPT Carbon Steel Dimension size A Weight In. In. Ibs 2 6.65 5.5 11 9 6 3 4 5 10 12 11 21/2 7.20 8.8 3 7.80 13 4 8.58 20 < FM > C Ul. US 6 10.63 42 APPROVED LISTED _ 8 12.80 77 PROJECT INFORMATION APPROVAL STAMP Project: ❑ Approved Address: ❑ Approved as noted Contractor: ❑ Not approved Engineer: Remarks: Submittal Data: Notes 1: M—fno ')" ■ r� ■ ■ I • ■ I 1 1 LAN ALE I N T E R N A T 1 0 N A L 1050 Broadway, Westville, NJ 08093 P. 800-908-0523 F. 856-456-9223 www.lansdaleinternational.com SPADE HEAD BOX All cabinets come with"knockouts to accommodate 3/4" IPS sprinklers. Finished in red enamel. 1 3.325" 5° L <M) (9m) O 4" 14" PROJECT INFORMATION APPROVAL STAMP Project: ❑ Approved Address: ❑ Approved as noted Contractor: ❑ Not approved Engineer: Remarks: Submittal Data: Notes 1: Notes 2: 1 `� t► Fire Department Connection Straight Pattern f P P I" Il Description The Straight Pattern Fire Department Connection is Underwriters' Laboratories listed and Factory Mutual Approved. Manufactured from solid brass*components to increase service life. The single clapper design features brass clapper and brass seats within a cast brass* body. The 21/2" swivels are pin lug design for ` ease of use and compatibility with local fire service districts. Swivel gaskets are f included. Breakable caps or plugs should be installed to protect swivels and prevent debris from being accidently introduced into the water way. Installation Specifications Installation of the Fire Department Connection is achieved with readily available jobsite tools. Prior to installation make sure the proper identification sign has Size: 4 IPS Outlet been installed on the nipple. Coat male threads of 4" IPS nipple liberally with (2)21/2"Swivel Inlets a suitable pipe thread sealant such as Pipefit®.Tighten FDC one full turn past hand tight. Make sure FDC is aligned according to requirements. fie' Straight Pattem DO NOT OVER TIGHTEN. OVERTIGHTENING MAY CAUSE SEVERE Material: STRETCHING AND POSSIBLE CRACKING OF THE OF THE FDC BODY. B16 Brass* Swivels*: NST 3.0686 x 71/2 T BCT 3.0000 x 8 TP CF 2.9900 x 7'/2 T CIN-new 3.0580 x 6 TP CIN-old 3.0930 x 6 TP CLV 3.0780 x 8 TP Dayton 3.2340 x 6 TP DET 3.1250 x 7'/2 T NovaSco 3.2300 x 5 TP NYFD 3.0300 x 8 TP ONT 3.1250 x 5 TP PHX 3.0620 x 6 TP QST 3.0310 x 7 TP Raleigh 3.3400 x 6 TP Richmon 3.3120 x 8 TP TEM 3.0750 x 6 TP Approvals: UL Listed 300psi FM Approved 300psi 3198 LIONSHEAD AVE CARLSBAD CA 92010 "Contains lead.Not for use in , TEL+1 A 9 2010 water systems intended for human consumption. +1 800 344-1822 FAX+1 800 344-3775 ©2012 Fire Protection Products,Inc. LISTED APPROVED nirn � � 1r x I 3 I 7 Tut Bolt & Gasket Kit Grade 2 Zinc coated Hex Bolts and Nuts with 1/8" thick Red Rubber ring gaskets. law se-:: 1 � . - � - I PROTECTIONIPS CARBON STEEL PIPE- FIRE 10.04 VICTAULIC° IS AN ISO9001 CERTIFIED COMPANY Style 744 FireLock° Flange Adapter VICMud with Vic-PIusTM Gasket System Gasket System PRODUCT DESCRIPTION Style 744 FireLock Flange adapter is designed for directly incorporating flanged components with ANSI CL. 125 or CL. 150 bolt hole patterns into a grooved pipe system. Sizes 2 - 8" (50 - 200 mm) are hinged for easy handling with integral end tabs which facilitate assembly. The design incorporates small teeth inside the key shoulder I.D.to prevent rotation. Because ofthe outside flange dimension, FireLock Flange adapters should not be used on FireLock fittings. When wafer or lug-type valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. FireLock Flange adapters should not be used as anchor points fortie-rods across nonrestrained joints. Mating rubber faced flanges, valves, etc., require the use of a FireLock Flange washer. 2-8"Sizes FireLock Flange adapters with Vic-Plus gaskets do not require lubrication. The gasket must always be assembled With the color coded lip on the pipe and the other lip facing the mating flange. Style 744 FireLock Flange Adapters with the Vic-PlusT°° Gasket System are designed and recommended for use ONLY on fire protection systems. Vic-Plus Gasket System: Victaulic now offers a gasket system which requires no field lubrication on wet pipe systems. The Vic- Plusn' System (patented) is dry, clean, and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over-lubrication. Please referto the latest copy of the Victaulic Field Installation Handbook (1-100)for supplemental lubrication requirements. & UDC FM See Victaulic (Exaggerated for clarity) publication 10.01 for details. DIMENSIONS Style 744 Sealing Sizes 2 - 8" (50- 200 in m) Surface Dimensions Pipe Size Incheslmm Incheslmillimeters ANSI Class 125 and 150 Flange Max. Max. Aprx. Actual Work End Wgt. Z Nominal Outside Press! Load" No. Bolt Each Diameter Diameter PSI Lbs. Bolts t Size t T-A "B Lbs. Indmm In.lmm kPa N Reci'd. Inches W X Y 2 kg OQ �� 2 2.375 115 775 2.38 3.41 6.75 6.00 4.75 0.75 2.7 rl A 50 60,3 1200 3450 4 1 5/a X 23/4 60 87 172 152 121 19 1,2 (� X Y W 2112 2.875 175 1135 4 s/ X 3 2.88 3.91 7.88 7.00 5.50 0.88 4.2 e ES 65 73.0 1200 5050 73 99 200 178 140 22 1,9 OQ O OD 3 3.500 175 1685 4 s 3 3.50 4.53 8.44 7.50 6.00 0.94 4.8 60 88.9 1200 7500 /9' 89 115 214 191 152 24 2.2 4 4.500 175 2780 4.50 5.53 9.94 9.00 7.50 0,94 71 100 114.3 1200 11045 8 1/8 X 3 114 141 252 229 191 24 3,2 Note:Gray area of mating face must he free from gouges,undulations or 8 a/4 X 3'7:�5 5.563 175 4250 5.56 6.71 11.00 10.00 8.50 1.00 8.3 deformities of any type for effective 125 141.3 1200 18920 141 171 279 254 216 25 3,6 sealing, 6# 6.625 175 6030 8 a/ X 3 h 6.63 7.78 12.00 11.00 9.50 1.00 9.3 4 150 168,3 1200 26840 168 198 305 279 241 25 4,2 8# 8.625 175 10219 8.63 9.94 14.63 13.50 11.75 1.13 13.9 200 219.1 1200 45475 8 /4 X 3/2 219 252 372 343 298 29 63 Refer to notes below. dotal bolts required to be supplied by installer. Bolt sizes for conventional flange-to-flange connection.Larger bolts are required when Vic-Flange adapteris utilized with wafer-type valves. #Not available with Vic-Plus gasket system.Lubrication is required. NOTES Working Pressure and End Load are total,from all internal and external loads,based on standard weight steel pipe,standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe, WARNING:FOR 0NF. TIMF FIELD TEST ONLY,the Maximum Joint Working Pressure may be increased to 11/2.times the figures shown. Style 744 FireLock Flange adapters provide rigid joints when used on pipe with standard roll or cut groove dimensions and consequently allow no linear or angular movement at the joint. WARNING: Depressurize and drain the piping system before attempting to install,remove,or adjust any Victaulic piping products. REGISTERED TRADEMARK OF VICTAULIC-©COPYRIGHT 2004 VICTAULIC-PRINTED IN U.S.A. 1477 REV D Victaulic Company of America - Phone:1-800-PICK-VIC(1-800-742-5842) - Fax:610-250-8817 •e-mail:pickvic@victaulic.com Victaulic Company of Canada• Phone:905-884-7444 - Fax:905-884-9774-e-mail:viccanadac-victaulic.com Victaulic Europe - Phone:32-9-381-1500• Fax:32-9-380-4438- e-mail:viceuroevictaulic.be Victaulic America Latina - Phone:610-559-3300 • Fax:610-559-3608-e-mail:vical@victaulic.com Ct"u' �� Victaulic Asia Pacific • Phone:65-6235-3035 • Fax:65-6235-0535 •e-mail:vicapevictaulic.com I� �� ,� 1 0.04 VIC-FLANGE ADAPTER NOTES 9 The Style 744 (2 - 8750- 200 mm) design incorporates small teeth inside the key shoulder I.D.to pre vent rotation. z FireLock Flange adapter should not be used on FireLock fittings. When wafer or lug-type valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance, 3 FireLock Flange adapters should not be used as anchor points fortie-rods across nonrestrained joints. Mating rubber faced flanges, valves, etc. require the use of a FireLock Flange washer. 4 Area A-B noted in the above drawing must be free from gouges, undulations or deformities of any type for effective sealing. 5 FireLock Flange adapter gaskets must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. s Flange Washers: FireLock Flange adapters require a smooth hard surface atthe mating flange face for effective sealing. Some applications for which the Vic-Flange adapter is otherwise well suited do not provide an adequate mating surface. In such cases,itis recommended that metal Flange Washer be inserted between the FireLock Flange adapter and the mating flange to provide the necessary sealing surface. Typical applications where a Flange Washer should be used are: A When mating to a serrated flange: a standard flatflange gasket should be used adjacentto the serrated flange and then the Flange Washer is inserted between the FireLock Flange adapter and the flange gasket. e When mating to a wafervalve:where typical valves are rubberlined and partiallyrubberfaced (smooth or not),the Flange Washeris placed between the valve and the FireLock Flange adapter. e When mating a rubberfacedflange:the Flange Washeris placed between the FireLock Flange adapters and the rubber faced flange. o When mating AWWA castflanges to IPS Flanges:the Flange Washeris placed between two FireLock Flanges. The hinge points must be oriented approximately 90'to each other. If one flange is not a FireLock Flange adapter(e.g. flanged valve),then a standard flatflange gasket must be placed adjacentto that flange and the Flange Washer inserted between the flange gasket and the FireLock Flange adapter. E When mating to components (valves, strainers, etc.) where the componentflange face has an insert: follow the same arrangement as in Application 1, F When plating to a Series 705-W Butterfly valve, Style 744 may only be used on one side ofthe connection. When ordering Flange Washers,always specify product style(Style 744)and size to assure proper Flange Washer is supplied. MATERIAL SPECIFICATIONS Flange 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. Coating: Black enamel • Optional: Hot dipped galvanized Bolts/Nuts: Supplied by installer Gasket: • Grade"E"EPDM-Type A Vic-Plus Gasket System A (Violet color code). FireLock products have beon Listed by Underwriters Laboratories Inc. and Ap- proved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated work- ing pressure using the Grade 'E"Type A Vic-Plus Gasket System,requiring no field lubrication for most installation conditions. A Standard gasket approved for dry pipe systems to-40'F(-40'C). eased on'typical"pipe surface conditions,supplemental lubricant is recommended for services installed below e°F(-18"C)and for all dry pipe systems or systemstu he subjected to"it tests priurto being filled with water.supplemental lubrication may also be rquired on pipe with raised or undercutweld seams or pipe that has voids and/or cracks at the weld scams. This product shall be manufactured by Victaulic Company. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the rightto change product specifications,designs and standard equipment without notice and without incurring obligations. 2 Style 744 FireLock Flange Adapter ai f (I ( Flanged Fittings - 125# Cast Iron & 150# Ductile Iron C UL (iS Fig. 38E I - 90'Elbow LISTED I< A Size Part Number Materials N Weight' 1-1/4 38E 1012D 150 lb. Ductile Iron 3.75 9 1-1/2 38E 1014D 150 lb. Ductile Iron 4.00 9 2 38E 1020D 150 lb.Ductile Iron 4.50 14 j A 2-1/2 38E 1024D 150 lb. Ductile Iron 5.00 19 3 38E 1030D 150 lb.Ductile Iron 5.50 25 3-1/2 38E 1034D 150 lb. Ductile Iron 600 25 4 38E 1040D 150 lb. Ductile Iron 6.50 45 5 38E 1050D 150 lb. Ductile Iron 7.50 52 6 38E 1060D 150 lb. Ductile Iron 8.00 65 8 38E 1080 125 lb.Cast Iron 9.00 105 10 38E 1100 125 lb. Cast Iron 11.00 165 12 38E 1120 125 lb.Cast Iron 12.00 255 14 38E 1140 125 lb.Cast Iron 14.00 353 16 38E 1160 125 lb.Cast Iron 15.00 430 18 38E 1180 125 lb.Cast Iron 16.50 450 20 38E 1200 125 Ib Cast Iron 18.00 580 24 38E 1240 125 lb. Cast Iron 22.00 900 Fig. 38RE1 - 90'Reducing Elbow A size A Weight IN Part Number Materials IN LB 2 x 1-112 38RE1020014D 150 lb.Ductile Iron 4.50 22 3 x 1-1/2 38RE1030014D 150 lb. Ductile Iran 5.50 22 A 3 x 2 38RE1030020D 150 lb. Ductile Iron 5.50 22 _ 3 x 2-112 38RE1030024D 150 lb. Ductile Iron 5.50 22 4 x 2 38RE1040020D 150 lb. Ductile Iron 6.50 29 4 x 2-1/2 38RE1040024D 150 lb. Ductile Iron 6.50 31 4 x 3 38RE1040030D 150 lb. Ductile Iron 6.50 29 5 x 2 38RE1050020D 150 lb. Ductile Iron 7.50 50 5 x 2-1/2 38RE1050024D 150 Ib. Ductile Iron 7.50 5o 5 x 4 38RE1050040D 150 lb. Ductile Iron 7.50 50 6 x 2 38RE1060020D 150 lb. Ductile Iron 8.00 42 6 x 2-112 38RE1060024D 150 lb. Ductile Iron 8.00 45 6 x 3 38RE1060030D 150 lb. Ductile Iron 8.00 50 6 x 4 38RE1060040D 150 lb. Ductile Iron 8.00 55 6 x 5 38RE1060050D 150 lb. Ductile Iron 8.00 65 8 x 4 38RE1080040 125 lb.Cast Iron 9.00 80 8 x 5 38RE1080050 125 lb.Cast Iron 9.00 85 8 x 6 38RE1080060 126 lb. Cast Iron 9.00 85 10 x 4 38RE1100040 125 lb. Cast Iron 11.00 110 10 x 6 38RE1100060 125 lb. Cast Iron 11.00 130 10 x 8 38RE1100080 125 lb. Cast Iron 11.00 150 12 x 6 38RE1120060 125 lb.Cast Iron 12.00 188 12 x 8 38RE1120080 125 lb. Cast Iron 12.00 185 12 x 10 38REi 120100 125 lb. Cast Iron 12.00 210 14 x 12 38RE1140120 125 lb. Cast Iron 14.00 275 16 x 12 38RE1160120 125 Ib Cast Iron 1500 310 I r I � :ice ■ 7 . 1 - ■ 1 I • 1 . J `m - 1 w IYI 1 Flanged Fittings - 125# Cast Iron & 150# Ductile Iron �u►>Lrrr Oxus Fig. 38CR1 - Concentric Reducer LISTED Size Part Number Materials T ININ WeiBght 2 x 1-112 38CR1020014D 125 lb.Ducyile Iron 5.00 12 A 2-112 x 2 38CR1024020D 150 lb.Ductile Iron 5.50 14 3 x 1-1/2 38CR1030014D 150 lb. Ductile Iron 6.00 15 3 x 2 38CRIO30020D 150 lb.Ductile Iron 6.00 16 3 x 2-1/2 38CR1030024D 150 lb. Ductile Iron 6.00 20 4 x 2 38CR1040020D 150 lb.Ductile Iron 7.00 25 4 x 2-1/2 38CR1040024D 150 lb. Ductile Iron 7.00 28 4 x 3 38CR1040030D 150 lb.Ductile Iron 7,00 30 5 x 2 38CR1050020D 150 lb. Ductile Iron 8.00 26 5 x 2-112 38CRIO50024D 150 lb.Ductile Iron 8.00 31 5 x 3 38CR1050030D 150 lb. Ductile Iron 8.00 32 5 x 3-1/2 38CR1050034D 150 lb Ductile Iron 8.00 32 5 x 4 38CR1050040D 150 lb. Ductile Iron 8.00 39 6 x 1-1/2 38CR1060014D 150 lb.Ductile Iron 9.00 34 6 x 2 38CR1060020D 150 lb. Ductile Iron 9.00 34 6 x 2-1/2 38CR1060024D 150 lb.Ductile Iron 9.00 38 6 x 3 38CR1060030D 150 lb.Ductile Iron 9.00 40 6 x 4 38CR1060040D 150 lb.Ductile Iron 9.00 45 6 x 5 38CR1060050D 150 lb. Ductile Iron 9.00 50 8 x 3 38CR1080030 125 lb Cast Iron 1100 60 8 x 4 38CR1080040 125 lb.Cast Iron 11.00 65 8 x 5 38CR1080050 125 lb Cast Iron 11.00 70 8 x 6 38CR1080060 125 lb.Cast Iron 11.00 75 10 x 3 38CR1100030 125 lb Cast Iron 12.00 85 10 x 4 38CR1100040 125 lb. Cast Iron 12.00 85 10 x 6 38CRl 100060 125 lb. Cast Iron 12.00 93 10 x 8 38CRl100080 125 lb. Cast Iron 12.00 109 12 x 4 38CR1120040 125 Ib Cast Iron 14.00 130 12 x 6 38CRl120060 125 lb. Cast Iron 14.00 130 12 x 8 38CRl 120080 125 lb Cast Iron 14.00 151 12 x 10 38CR1120100 125 lb. Cast Iron 14.00 170 14 x 6 38CRl 140060 125 lb.Cast Iron 16.00 185 14 x 8 38CR1140080 125 lb. Cast Iron 16.00 175 14 x 10 38CRl 140100 125 lb Cast Iron 1600 194 14 x 12 38CR1140120 125 lb. Cast Iron 16.00 223 16 x 6 38CR1160060 125 lb.Cast Iron 18.00 190 16 x 8 38CR1160080 125 lb.Cast Iron 18.00 210 16 x 10 38CRl 160100 125 lb Cast Iron 1800 258 16 x 12 38CR1160120 125 lb.Cast Iron 18.00 310 16 x 14 38CR1160140 125 lb. Cast Iron 18.00 279 18 x 6 38CR1180060 125 lb. Cast Iron 19.00 195 18 x 8 38CRl 180080 125 lb.Cast Iron 19.00 240 18 x 10 38CRl 180100 125 lb. Cast Iron 19.00 265 18 x 12 38CRl 180120 125 lb.Cast Iron 19.00 295 18 x 14 38CR1180140 125 lb. Cast Iron 19.00 310 18 x 16 38CR1180160 125 lb.Cast Iron 19.00 340 20 x 6 38CR1200060 125 lb.Cast Iron 20.00 345 20 x 8 38CR1200080 125 lb Cast Iron 20.00 345 20 x 10 38CR1200100 125 lb.Cast Iron 20.00 345 20 x 12 38CR1200120 125 lb Cast Iron 2000. 345 20 x 14 38CR1200140 125 lb.Cast Iron 20.00 355 20 x 16 38CR1200160 125 lb.Cast Iron 20.00 390 ' 20 x 18 38CR1200180 125 lb. Cast Iron 20.00 410 24 x 8 3SCR1240080 125 lb Cast Iron 24.00 420 24 x 10 38CR1240100 125 lb.Cast Iron 24.00 460 24 x 12 38CR1240120 125 lb Cast Iron 24.00 480 24 x 14 38CR1240140 125 lb. Cast Iron 24.00 490 24 x 16 38CR1240160 125 lb,Cast Iron 24.00 525 24 x 18 38CR1240180 125 lb. Cast Iron 24.00 550 24 x 20 38CR1240200 125 Ito Cast Iron 24.00 590 II FireLock® Fittings Ac—ta—uha 10.03 Material Specifications: Fitting: i Ductile iron conforming to ASTM A-536, grade 65-45-12. Fitting Coating: Orange enamel Red enamel in Europe, Middle East, Africa, and India Optional: Hot dipped galvanized Approvals/Listings: C Du5 FM LPCB VdSj US1E0 �J Product Description: Fire Lock® products comprise a unique system specifically designed for fire protection services. Fire Lock full-flow elbows and tees feature CAD- developed, hydrodynamic design, affording a shorter center-to-end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings. Fire Lock fittings are designed for use exclusively with Victaulic couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. Refer to the appropriate listing agency or approval body for pressure ratings. Pressure ratings vary by agency. Job/Owner Engineer System No. Spec Section a - Location Paragraph Contractor Approved Submitted By Date Date vict�lulic.com I Fire Lock® Fittings I Publication 10.03 10.03 1539 Rev M Updated 12/2014 m 2014 Victaulic Company.All rights reserved. 1 Ac—t a_U1 ii Cr i l i I ' it victaulic.com I FireLock® Fittings I Publication 10.03 Dimensions: hCtoE i C - I to F'I p ci C j�f/ p /O�® C / L- am oo _E NO.001 NO.003 NO.002 No.006 No.001 No.003 No.002 No.006 90°Elbow 45°Elbow Straight Tee Cap _ Actual Approx. Approx. Approx. Approx. Nominal Outside Weight Weight Weight Weight Size Diameter C to E Each C to E Each C to E Each C to E Each inches inches inches Lbs. inches Lbs. inches Lbs. inches Lbs. mm I mm mm kg mm kg _ mm kg _ mm kg 11/4 1.660 0.82 0.3 32 42.4 - - - - 21 0.1 1 1/2 1.900 - - - - - - 0.82 0.4 40 48.3 - - - - 21 0.2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 50 60.3 70 0.8 51 0.8 70 1.1 22 0.3 21/2 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 65 73.0 76 1.4 57 1.0 76 1.6 22 _ 0.5 76.1 mm 3.000 3.00 3.30 2.25 2.4 3.00 3.8 _ _ 76.1 76 1.5 57 1.1 76.2 1.7 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 80 88.9 _ 86 1.8 _ 64 1.4 _ 86 _ _ _2.4 22 0.5 108mm 4.250 4.00 V 5.7 3.00 5.1 4.00 7.5 108.0 102 2.6 76 2.3 _ 102 3.4 _ 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 '2.4 100 114.3 102 3.0 76 2.5 _ 102 _39 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 1.9 139.7mm 5.500 4.88 12.4 3.25 8.2 4.88 15.4 139.7 124.0 5.6 82.6 33 124.0 6.9 159mm 6.250 5.50 12.6 3.50 9.2 5.50 17.9 _ _ 158.8 140 5.7 89 4.2 140 8.0 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 150 168.3 140 8.3 89 5.3 140 10.3 25 2.7 165.1 mm 6.500 5.43 17.6 3.50 11.4 5.50 22.0 _ _ 165.1 139.7 7.9 88.9 5.2 139.7 9.9 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 128 200 219.1 173 I 11.6 108 9.3 176 17.6 29 S.B 10.03 1539 Rev M Updated 12/2014 ©2014 Victaulic Company.All rights reserved. victaulic.com 2 ictsulid i �i� �I victau)ic.co I FireLock® Fittings I Publication 10.03 Flow Data: Frictional Resistance Actual Equivalent Feet/meters of Straight Pipe' Nominal Outside No.002 Size Diameter Elbows Straight Tee inches inches No.001 No.003 mm mm 90'Elbow_ 45°Elbow Branch Run 11/4 1.660 - - - - 32 42.4 - - - 11/2 1.900 - - - - 40 48.3 - - - 2 2.375 3.5 1.8 8.5 3.5 50 603 1,1 0.5 2.6 1.1 21/2 2.875 4.3 2.2 10.8 4.3 65 73.0 1.3 0.7 3.3 1.3 76.1 mm 3.000 4.5 2.3 11.0 4.5 76.1 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 108mm 4.250 6.4 3.2 15.3 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 100 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 125 141.3 2.6 1.3 6.4 2.6 139.7mm 5.500 8.3 4.1 20.6 8.3 139.7 2.5 _ 1.3 6.3 2.5 159mm 6.250 9.4 4.9 25.0 9.6 158.8 2,9 1.5 7.6 _2.9_ 6 6.625 10.0 5.0 25.0 10.0 150 168.3 3.0 1.5 7.6 3.0 165.1 mm 6.500 I 98 4.9 24.5 9.8 165.1 30 1.5 7.5 3.0 8 8.625 13.0 5.0 33.0 13.0 200 219.1 4.0 1.5 10.1 4.0 The flow data listed is based upon the pressure drop of Schedule 40 pipe. 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 009N/009H couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009WO09H couplings. Installation Note Reference should always be made to the 1-.140 ViOaulic. raid Ins ahl3iion Handbnf�!.for This product shall be manufactured by Viclaulic or to Victaulic specifications.All products the product you are installing.Handbooks ire included-with each shipment of Victaulic to be installed in accordance with current Victaulic installation/assembly instructions. products for complete installation and assembly data,and are available in PDF formal Victaulic reserves the right to change product specifications,designs and standard on our website at www.victaulic.com. equipment without notice and without incurring obligations. Warranty Trademarks Refer to the Warranty section of the current Price List or contact Victaulic for details. Victaulic'is a registered trademark of Victaulic Company. 10.03 1539 Rev M Updated 12/2014 ©2014 Victaulic Company.All rights reserved. victaulic.corn 3 ilCtaulicr 1 � } � +, r � JI it i� Victaulic° Firelock " Rigid Coupling —WUlid Style 009N 10.64 r» Patented 1.0 CERTIFICATION/LISTINGS C@— FM LPCB VdS WM C104-1a/36 2.0 PRODUCT DESCRIPTION • The FireLock EZTM Style 009N Installation-ReadyTM Rigid Coupling is for use in the fire protection market. • The coupling's unique design eliminates loose parts, promotes consistent installation and provides substantial gains in productivity. • IMPORTANT. FireLock EZTM Style 009N couplings are recommended for use ONLY on fire protection systems. 3.0 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: (specify choice) Orange enamel (North America, Asia Pacific) Red enamel (Europe) Hot dipped galvanized Gasket: (specify choice') Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry(oil free air) sprinkler services within the rated working pressure. 1 Services listed are General Service Guidelines only.It should be noted that there are services for which these gaskets are not compatible.Reference should always be made to the latest"Vita_lic i1aSk¢E ScleLi_t G.iide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: Zinc electroplated carbon steel,trackhead meeting the physical and chemical requirements of ASTM A 449 and physical requirements of ASTM A 183. System No. Location Spec Section Paragraph Submitted By Date Approved Date victaulic cum I Couplings I FireLock I Rigid I Style 009N I Publication 10.64 10.64 7072 Rev G Updated 1012014 ©2014 Victaulic Company.All rights reserved. _ ,C '�� 1 au I M victaulic.com I Couplings I FireLock I Rigid I Style 009N I Publication 10.64 4.0 LISTINGS/APPROVAL 2 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. Nominal Size Wl-us FM Vds LPCB Sch.5 Sch. 10 Sch.40 Sch.5 Sch. 10 Sch.40 inches psi psi psi psi psi psi psi psi mm kPa kPa kPa kPa kPa kPa kPa kPa 1�/a 232 365 365 175 363 363 363 363 32 1600 2517 2517 1205 2502 2502 2500 2500 11/2 232 365 365 175 363 363 363 363 40 1600 2517 2517 1205 2502 2502 2500 2500 2 363 365 365 175 363 363 363 363 50 2502 2517 2517 1205 2502 2502 2500 2500 21/2 N/A 365 365 175 363 363 363 363 65 2517 2517 1205 2502 2502 2500 2500 76.1 mm N/A 365 3 N/A N/A 363 4 N/A 363 363 25173 25024 _ 2500 2500 3 N/A 365 365 175 363 363 363 363 80 2517 2517 1205 2502 2502 2500 2500 4 N/A 365 365 175 363 363 363 363 100 1 2517 2517 1205 2502 2502 2500 2500 108.0mm N/A N/A N/A 120 2502 363 25 3 N/A N/A 5 N/A 290 365 N/A 363 363 232 N/A 125 _ 2000 2517 2502 2502_ 1600 133.Omm N/A N/A N/A N/A 5024q N/A N/A N/A 139.7mm I N/A 20001 N/A N/A 363 4 N/A 232 N/A 159.0mm N/A N/A N/A N/A 6344 N/A N/A N/A 02 165.1 mm N/A 200066 N/A N/A 24 5024 N/A N/A N/A 6 290 365 363 363 232 150 N/A 2000 2517 N/A 2502 2502 1600 N/A 216.0 mm N/A N/A N/A N/A 36 4 N/A N/A N/A 1 2502 8 N/A 290 365 N/A 363 363 232 N/A 200 1 2000 2517 2502 2502 1600 2 Listed/Approved for wet and dry pipe systems(>—40oF/-4OoC)for continuous use in freezing conditions,use of Style 005H Coupling with Silicone Gasket is recommended. Please see the Victaulic irsla! fiaa Manual I.009NE0491 for details concerning when supplemental lubrication is required. 3 cULus listed for DIN 2458 2.6 mm pipe wall. 4 FM approved for BS 1387 Medium 3.6 mm pipe wall. 5 c l-us listed for EN 10220 4.0 mm pipe wall. 6 cULus listed for EN 10255 4.5 mm pipe wall. 10.64 7072 Rev G Updated 10/2014 m 2014 Victaulic Company,All rights reserved. victaulic.co 2 '✓CtaulilC; I victaulic.com I Couplings I Fire Lock I Rigid I Style 009N I Publication 10.64 4.1 LISTINGS/APPROVAL • Speciality Pipe Pipe Size Pressure Rating_ Pipe Size Pressure Rating Pipe Size Pressure Rating cULus FM cULus FM cULus FM� inches psi psi inches psi psi inches psi psi kPa kPa kPa kPa kPa kPa BLT 1 1/4—2 300 365 EZT 1 1/a—2 300 365 MT 1 1/a—2 300 365 2068 2517 2068 2517 2068 2517 DF 11/a-4 300 365 FF 11/a-4 300 365 MILT 11/a-2 N/A 365 2068 2517 2068 2517 2517 DT 11/4-2 300 365 FLF 11/a-4 N/A 365 ST 11/a-2 N/A 365 2068 2517 2517 2517 EF 11/a-4 175 175 FLT 11/a-2 N/A 365 STF 11/a-4 N/A 365 1206 1206 2517 2517 EL 11/a-2 300 365 FLTL 11/a-2 N/A 365 TF 21/a-4 N/A 365 2068 2517 2517 2517 ET40 11/a-2 300 365 GL 11/a-2 300 365 WLS 11/a 2 300 365 2068 2517 2068 2517 2068 2517 EZF 3-4 300 365 MF 11/a-4 300 365 WST 11/a-2 N/A 365 2068 2517 2068 2517 2517 XL 1%—2 300 365 2068 2517 NOTES • BLT=BLT steel pipe manufactured by Allied Tube&Conduit Corp. • DF=DYNA-FLOW steel pipe manufactured by Allied Tube&Conduit Corp. • DT=DYNA-FLOW steel pipe manufactured by Allied Tube&Conduit Corp. • EF=EDDY FLOW steel pipe manufactured by Bull Moose Tube Co. • EL=EDDYLITE steel pipe manufactured by Bull Moose Tube Co. • ET40=Eddythread 40 steel pipe manufactured by Bull Moose Tube Co. • EZF=EZ-Flaw steel pipe manufactured by Northwest Pipe Co. • EZT=EZ-Thread steel pipe manufactured by Youngstown Tube Co. • FF=Fire-Flo steel pipe manufactured by Youngstown Tube Co. • FLF=Fire-Line Flow steel pipe manufactured by Western International Forest Products Inc. • FLT=Fire-Line Threadable steel pipe manufactured by Western International Forest Products Inc. • FLTL=Fire-Line Threadable Light steel pipe manufactured by Western International Forest Products Inc. • GL=GL steel pipe manufactured by Wheatland Tube Co. • MF=Mega-Flaw steel pipe manufactured by Wheatland Tube Co. • MT=Mega-Thread steel pipe manufactured by Wheatland Tube Co. • MILT=MLT steel pipe manufactured by Wheatland Tube Co • ST=STD wall pipe in accordance with ASTM A53. • STF=Steady Flow steel pipe manufactured by AMS Tube Corp. • TF=Tex-Flow steel pipe manufactured by Tex-Tube Co. • WLS=WLS steel pipe manufactured by Wheatland Tube Co. • WST=WST steel pipe manufactured by Wheatland Tube Company. • XL=XL steel pipe manufactured by Allied Tube&Conduit Corp. 10.64 7072 Rev G Updated 10/2014 0 2014 Victaulic Company.All rights reserved. victaulic.com 3 ✓ctaulicr i� I i I �: i, it vietaltlic.earrl I Couplings I FireLock I Rigid I Style 009N I Publication 10.64 5.0 DIMENSIONS Style 009N Y Z - .r 7 X X Style 009N Pre-Assembled (Push On Condition) Style 009N Joint Assembled Dimensions Actual Maximum Maximum Allow. Pre-assembled(PushOn Condition) Joint Assembled Approx. Nominal Outside Working End Pipe End Bolt/Nut 9 Weight i Size Diameter Pressure 7 Load 7 Separation8 Size X Y j X Y Z Each inches inches psi Ibs, inches inches inches inches ! inches inches inches lbs. mm mm kPa N _ mm No., mm mm mm mm mm mm kg 1 1/ 1.660 365 790 0.10 3/9 x 2 3.13 5.00 2.75 5.00 2.00 1.4 32 42.4 2517 _3514 2.54 2 M 10 x 2 79 127 70 127 51 0.6 11/2 1.900 365 1035 0.10 3/e x 2 3.38 5.13 3.00 5.13 2.00 1.5 40 48.3 2517 _4604 2.54 2 M 10 x 2 86 130 76 130 51 0.7 2 2.375 365 1616 0.12 Ye x21/2 4.00 5.63 3.50 5.63 2.00 1.9 50 60.3 2517 7193 3.05 2_ MI 0 x 2 Y: 102 143 89 143 51 0.9 21/2 2.875 365 2370 0.12 3/a x 21/2 4.50 6.13 4.00 6.13 2.00 2.1 65 73.0 2517 10542 3.05 2 M10 x 21/2 114 156 102 156 51 1.0- 3.000 365 2580 0.12 3/e x 21/2 4.63 6.00 4.13 6.13 2.00 2.1 76.1 mm 76.1 2517 11476 3.05 2 M10 x 21h 118 152 105 156 51 1.0 3 3.500 365 3512 0.12 ;/a x 21/2 5.13 6.75 4.63 6.75 2.00 2.3 80 88.9 2517 15622 3.05 2 M 10 x 21/2 130 171 117 171 51 1.0 4 4.500 365 5805 0.17 3/s x 21/2 6.00 7.88 5.63 7.50 2.13 2.9 100 114.3 2517 25822 4.32 2 M1Ox2116 152 200 143 191 54 1.3 4.250 365 5175 0.17 3/8 x 21/2 5.63 7.38 5.38 7.38 2.13 3.1 108.Omm 108.0 2517 23020 4.32 2 M10 x 21/2 152 1.87 137 187 54 1.4 5 5.563 365 8870 0.17 1/2 x 3 7.25 9.25 6.75 9.13 2.25 5.0 125 141.3 2000 39456 4.32 21 M12 x 3 184 235 171 232 _ 57 2.3 133.0 mm 5.250 365 7897 0.17 2 1/2 x 3 6.63 9.00 6.38 9.00 2.25 4.8 133.0 2517 35106 4.32 M12 x 3 168 229 162 229 57 2.2 5.500 365 8667 0.17 1/2 x 3 6.88 9.25 6.75 9.13 2.25 4.9 139.7mm 139.7 2517 38529 4.32 2 M12 x 3 175 235 171 232 57 2.2 159.Omm 6.250 365 11192 0.17 2 1/2 x 3 1/4 7.88 10.00 7.38 9.88 2.25 5.6 159.0 2517 49753 4.32 M12 x 3 1/4 200 254 187 251 57 2.5 6.500 365 12105 0.17 1/2 x 3 1/4 8.00 10.25 7.75 10.13 2.25 6.0 165.1 mm 165.1 2517 53813 4.32 2 M12 x 3 Y4 203 260 197 257 57 _2.7 6 6.625 365 12582 0.17 1/2 x 31/4 8.38 10.38 7.88 10.13 2.25 6.0 150 168.3 2000 44469 4.32 _ 2 M12 3-14 213 264 200 257 57 2.7 216.Omm 8.500� 365 20712 0.17 2 5/8 x 4 10.63 13.25 10.25 10.13 _ 2.63 11.4 216.0 2517 55968 4.32 M16 x 4 _ 270 337 260 257 67 5.2 8 8.625 365 21326 0.17 5/e x 4 10.88 13.38 10.25 13.13 2.50 11.4 200 219.1 1620 94863 4.32 1 2 M16 x 4 276 340 260 333 64 5.2 7 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 the Listings/Approvals section of this publication for ratings on other pipe. 8 The allowable pipe separation dimension shown is for system layout purposes only,FireLock EZTM couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. 9 Number of bolts required equals number of housing segments. NOTES • When assembling FireLock EZTM couplings onto end caps,take additional care to make certain the end cap is fully seated against the gasket end stop.For FireLock EZTM Style 009N couplings,use FireLock No.006 end caps containing the"EZ"marking on the inside face or No.60 end caps containing the"QV EZ"marking on the inside face.Non-Victaulic end cap products shall not be used with Style 009N couplings.IMPORTANT:Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N coupling.There is no interchanging of gaskets or housings between coupling styles. • Use Of Flushseal Gaskets For Dry Pipe Systems FireLock EZTM couplings are supplied with FireLock EZTM Grade"E"Type A gaskets.These gaskets include an integral pipe stop,that once installed provides the similar benefits as a FlushSeal gasket for dry pipe systems.It should be noted that standard Victaulic Flush-SealTM gaskets are not compatible and cannot be used with the FireLock EZTM couplings. • y 10.64 7072 Rev G Updated 10/2014 ©2014 Victaulic Company.All rights reserved. YICt3UliC.cQm 4 ✓ctaUhG i Victaulic® Flexible Coupling �ctaulid Style 75 06.05 A WARNING Victaulic RX roll sets must be used when grooving -� light-wall/thin-wall stainless steel pipe for use with Victaulic Couplings. Failure to use Victaulic RX roll sets when grooving light-wall/thin-wall stainless steel pipe may cause joint failure, resulting in serious personal injury and/or Exaggerated for clarity property damage. Approvals/Listings FM O LPCB U— vds NOTICE • See Victaulic pu;lc atirn 10.0.1 for details Victaulic RX grooving rolls must be ordered separately.They are identified by a silver color and See Victaulic Iiui;Lctttio...,0'?.0(S for portable water approvals if applicable. the designation RX on the front of the roll sets. Product Description Style 75 is available where moderate pressures are expected or weight considerations are a factor. Up to 50% lighter in weight than the Style 77, the Style 75 coupling is recommended for service up to 500 psi/3450 kPa depending on size. Housings are cast in - two identical pieces in all sizes. Hot-dip galvanized and special coatings are available for all sizes. The Victaulic standard flexible coupling offering for grade "EHP" or "T" gaskets is the Style 177 installation-ready flexible coupling. For all available sizes, the Style 177 is the standard flexible coupling Victaulic supplies in North America for piping systems using Grade "EHP" or "T" gaskets. Contact Victaulic for further details. Performance data presented in this document is based on use with standard wall, carbon steel pipe. For use with stainless steel pipe, please reference publication_17.09 for pressure ratings and end loads. When used on light wall stainless steel pipe, the Victaulic RX roll set must be used to roll groove the pipe. For further information regarding roll grooving stainless steel, refer to l:uhlicc.�ion 17.01. _ Job/Owner Engineer System No. _ _ _ Spec Section 1 Location Paragraph Contractor Approved Submitted By Date Date victaulic.com I Couplings I Flexible I Style 75 1 Publication 06.05 . 06.05 1470 Rev 0 Updated 09/2014 ©2014 Victaulic Company.All rights reserved. 1 Jctauli�` i :; victaulic.com I Couplings I Flexible I Style 75 1 Publication 06.05 Material Specifications Housing: Bolts/Nuts: Ductile iron conforming to ASTM A-536, grade 65-45-12. Heat-treated plated carbon steel,trackhead meeting the Ductile iron conforming to ASTM A-395, grade 65-45-15, physical and chemical requirements of ASTM A-449 and is available upon special request. physical requirements of ASTM A-183 Housing Coating: (specify choice) Standard: Orange enamel. —.3 Optional: Hot dipped galvanized and others. Gasket:(specify choice') NOTE:Additional gasket styles are available.Contact Victaulic for details. I.....I Grade"E" EPDM EPDM (Green stripe color code). Temperature range—30 F to+230 F/-34 C to +110 C. May be specified 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 +73 17/+23 C and hot+180 F/+82 C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR PETROLEUM SERVICES. ...... Grade"T" Nitrile Nitrile(Orange stripe color code). Temperature range 20 F to+180 F/29 C to+82 C. May be specified for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not compatible for hot water services over +150 F/+66 C or for hot dry air over+140 F/+60 C. 1 Services listed are General Service Guidelines only.It should be noted that there are services for which these gaskets are not compatible.Reference should always be made to the latest Victaulic;Gasket&flechon Guide for specific gasket service guidelines and for a listing of services which are not compatible. 06.05 1470 Rev 0 Updated 09/2014 ©2014 Victaulic Company.All rights reserved. victaulic.com 2 itCfi.�Ulid i �I �� v ctaulic.com I Couplings I Flexible I Style 75 1 Publication 06.05 Dimensions Style 75 x I Actual Maximum Maximum Allow. Dimensions Approx. Nominal Outside Working End Pipe End Deflection from Weight Size Diameter Pressure 2 Load 2 Separation Centerline3 Bolt/Nut4 X Y Z Each Pipe inches inches psi lbs. inches PerCplg. inches/ft. inches inches inches lbs. mm mm kPa N mm Degrees mm/m (No.)size inches mm mm mm kg 1 1.315 500 680 0-0.06 0.57 2.38 4.27 1.77 1.3 25 33.4 3450 3025 0-1.6 2-43 48 2-3/8 x 2 _ 61 108 45 0.6 11/4 1.660 500 1080 0-0.06 0.45 2.68 4.61 1.77 1.4 32 42.2 3450 4805 0-1.6 2-10 38 2-3/9 x 2 68 117 45 0.6 11/2 1.900 500 1420 0-0.06 0.40 3 2.91 4.82 1.77 1.5 40 48.3 3450 6320 0-1.6 1 -56' 33 2-/e x 2 74 122 45 0.6 2 2.375 500 2215 0-0.06 0.32 3.43 5.22 1.88 1.7 50 60.3 3450 9860 0-1.6 1 -31 26 2_3/a x 2 87 133 48 0.8 21/2 2.875 500 3245 0-0.06 0.26 3.88 5.68 1.88 1.9 65 73.0 3450 14440 0-1.6 1 -15' 22 2-3/e x 2 98 144 48 0.9 3.000 500 3535 0-0.06 �0.26 4.00 5.90 1.88 1.9 76.1 mm 76.1 3450 15730 0-1.6 1 -12' 22 2-3/a x 2 102 150 48 0.9 3 3.500 500 4800 0-0.06 1 -2 0.22 4.50 7.00 1.88 2.9 80 88.9 3450 21360 0-1.6 18 2-Y2 x 2 3/4 114 178 48 1.3 31/2 4.000 500 6300 0-0.06 0.19 5.00 7.50 1.88 2.9 90 101.6 3450 28035 0-1.6 0-54' 16 2 1/2 x 2 3/4 127 191 48 1.3 4 4.500 500 7950 0-0.13 0.34 5.80 8.03 2.13 4.1 100 114.3 3450 35380 0-3.2 1 -36' 28 2-1/2 x 2 3/4 147 204 54 1.9 4.250 450 6380 0-0.13 0.35 5.55 7.79 2.13 3.7 108.0 mm 108.0 3100 28395 0-3.2 1 -41' 29 2-12 x 70 141 198 54 1.7 41/2 5.000 450 8820 0-0.13 0.25 6.13 9.43 2.13 5.5 120 127.0 3100 39250 0-3.2 1 -26' 21 2-5/e x 3 1/4 156 240 54 2.5 5 5.563 450 10935 0-0.13 0.27 6.88 10.07 2.13 5.8 125 141.3 3100 48660 0-3.2 1 -18' 23 2-'/a x 3 1/4 175 256 54 2.6 5.250 450 9735 0-0.13 0.28 6.55 9.37 2.13 6.0 133.0 mm 133.0 3100 43325 0-3.2 1 -21' 24 2-16 x 82.5 166 238 54 2.7 5.500 450 10665 0-0.13 0.26 6.80 9.59 2.13 6.3 139.7 mm 139.7 3100 47460 0-3.2 1 -18' 24 2-5/e x 3 1/4 173 244 _54_ 2.9 6.000 450 12735 0-0.13 0.21 7.38 10.48 1.88 6.2 152.4 mm 152.4 3100 56670 0-3.2 1 -12' 18 2-5/e x 3 1/4 187 266 48 2.8 6 6.625 450 15525 0-0.13 0.23 8.00 11.07 2.13 7.0 150 168.3 3100 69085 0-3.2 1 -5' 18 2-5/e x 31/4 203 281 54 3.2 6.250 450 13800 0-0.13 0.24 7.63 10.49 2.13 6.8 159.0 mm 159.0 3100 61405 0-3.2 1 -9' 20 2-16 x 82.5 194 266 54 3.1 8 8.625 450 26280 0-0.13 0-50' 0.18 2-3/4 x 41/a 10.34 13.97 2.13 12A 200_ 219.1 3100 116945 0-3.2 14 263 _ 355 59 5.6 2 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.Contact Victaulic for performance on other pipe. 3 Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled.These figures are maximums;for design and installation purposes these figures should be reduced by: 50%for 1/4-3 1h"/20-90 mm;25%for 4"/100 mm and larger. 4 Number of bolts required equals number of housing segments. General Notes Metric thread size bolts are available(color coded gold)for all coupling sizes upon request.Contact Victaulic for details. WARNING:FOR ONE TIME FIELD TEST ONLY,the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. 06.05 1470 Rev 0 Updated 09/2014 ©2014 Victaulic Company.All rights reserved. victatulic.com 3 at Millar 1 � �� I - I I I St,BD4ITTALRECORD p U Ro Submittal Form .IOB LOCATION SUBMITTED TO Threaded Rod SUBMITTAL PREPARED BY , APPROVED BY DATE, DESCRIPTION: Hanging ductwork, equipment, wiring trays or other building components requires secure structural assemblies. These assemblies are comprised of support members attached to building anchor points with fasteners. The support members are often lengths of strut or angle iron. The fastener frequently is threaded rod combined with washers and nuts. Duro Dyne stocks Zinc plated threaded rod in five diameters and in lengths of 6 feet, 10 feet and 12 feet. The rod is shipped in sturdy cardboard tubes. FEATURES: f • Zinc plated • Low carbon steel meeting the minimum requirements of ASTM A307,grade A • 60,000 PSI Tensile Strength • Five diameters; 1/4",3/8", 1/2", 5/8",3/4" • Lengths of 6 feet, 10 feet,and 12 feet(on select diameters) • Shipped in sturdy cardboard tubes • Threads • 1/4" — 20 threads per inch •3/8" - 16 threads per inch • 1/2" — 13 threads per inch •5/8" — 11 threads per inch •3/4" — 10 threads per inch Ordering Informaijon Item# Code Description Weight PackaLine tij 21.164 TR 14ZP06 Zinc Plated 1/4in Threaded Rod 6ft 35 50/Tube 21 165 TR38ZP06 Zinc Plated 3/8in Threaded Rod Eft 43 25/Tube 21166 TR 12Z_P06 Zinc Plated 1/2in Threaded Rod lift 37 12/Tube 21161 TIZ58Z,P06 Zinc Plated 5/8i.n Threaded Rod Eft 40 8/Tube 21162 TR34ZP06 Zinc Plated 3/4in Threaded Rod(aft 38 5/Tube 21167 TR 14ZP I 0 Zinc Plated 1/4in Threaded Rod 1011 59 50/Tube 21168 TR38ZPI O Zinc Plated 3/8in Threaded Rod 1 Oft 72 25/Tube 21169 TR12ZP10 'Zinc Plated 1/2in Threaded Rod 1011 62 12/Tube 21163 TR14ZP l2 Zinc Plated 1/4in Threaded Rod 12ft Made in the U.S.A 70 50/Tube 21159 TR38ZP12 Zinc Plated 3/8in Threaded Rod 12ft Made in the U.S.A 86 25/Tube 21160 TR12ZP 12 Zinc Plated 1/2in Threaded Rod 12ft Made in the U.S.A 74 12/Tube 21188 TR38ZP12 Zinc Plated 3/8in Threaded Rod 1211t 86 25 'Tube 21199 TR12ZP12 Zinc Plated 1/2in Threaded Rod 12ft 78 12/Tube Duro Dyne East Division, Bay Shore,NY 631-249-9000 Fax: 631-249-8346 DU RO V Duro Dyne Midwest Division, Fairfield,Off 5.13-870-6000 Fax: 513-870-6005 Duro Dyne West Division, Fontana,CA 562-926-1774 Fax: 562-926-5778 � Duro Dyne Canada,Lachine,Quebec,Canada 514-422-9760 Fax: 514-636-0328 02014 Duo Dyne Corporation www.Aurodyne.com E-mail:durodyne(z:durodyne.com Primed in USA3/14 130050013 A _ _ - - - . 1 I Vggo'D P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 551 Im REVOLVER Wo0raO�dP°� 00 /- �roe �- SIZE-ROD: 3/8" o0o 2.0312 SIZE /- -SYSTEM PIPE: 4" max. t MATERIAL-Carbon Steel or S.S.(Type 304). 1 318 1.250 , FINISH-Mil.Galvanized. LISTING/APPROVAL- �;;'<(!R E3 cE&D"203-EX 2551 ki E PATENT- No.6,568,642 d FUNCTION-Attachment component of an AFCON hanger. To support horizontal piping. INSTALLATION-Per NFPA 13 and these instructions. `; Install on vertical mounting surface. ASSEMBLY/ATTACHMENT-See drawing. Center mounting hole accepts 3/8" and 1/2" fasteners. Special Note: The purlin lip is not capable of supporting SPECIAL -& FASTENERS PER NFPA 13-See table. NFPA 13 fire sprinkler pipe at 1(wt.)+250 ibs min. EaTED When purlin manufacturers specify 200 lbs.max. FEATURES *Universal fastener array for enhanced mounting. *Hangs plumb from one fastener. *Radius-Tapped Rod Bore:Improves thread engagement and eliminates structural deficiencies associated with rod inserts. *No backing nuts required. ORDERING-Part#and finish. ° U1 STEEL PIPE MOUNTING FASTENERS n5TE0 Steel-#14 SMS or#14 Tek Steel- #lo SMS or#9o5 Wood Qiy. Pipe Min. Pipc Min. Pipe Size Thi n s Qty. Size Thickness Qiy' Size 1/4 x l %2 LS 1 2 14 GA. 1 3 18 GA. 1 2'/z 2 4 2 4 2 3 #14 x l Yz SMS 1 2 16 GA. 1 2 '/2 3 4 2 4 2 4 20 GA. 2 3 #16 x 2 DS 2 2 18 GA. 1 2'/2 4 4 3 4 2 3 22 GA. 3 3 Wood-Thru 5/]4� 3 4 1/4 x 2 LB 20 GA. * 1 2 2 * @ B ONLY 2 3 5M5-Slxa Fln+l Screw DS=Drive Screw #14 x 2 SMS 122 GA. 3 2/Z s=C'yj'Lrg rcw crn=crns�,s" a 2 Tek=Tek Screw pO© *Fastener Locations iL BorB 3@ A-C-F Q 0* 2C B-F 3G B-D-F (D 2@ A-C 4@ A-C-D-F ll/15 � w 1 SAMMYS® FOR WOOD FOR • • AppHcation ApplicationProduct Features Not less than Wood Flooring 2'nominal width •No pre-drilling required, t+h'm► •Quick to install using the Sammy Not less than Nut Driver with an 18V cordless 3"nominal drill/driver. thickness(2-112') (depth or side Wood J&l of vertical member) _ _ •Saves time from traditional -- — methods. Double Shedrock Ceiling •Reduces installation costs. Manufactured in the U.S.A. Composite recommended instalhalion point Consult truss manufacturer for i Wakha Woo do a.h• www 1twbuMh.rx,cm Approvals Rod Part Model screw Ultimate UL Test FM Test Box Case Size Number • Qty Cty MOUNTVERTICAL 1/4" 8002957 GST 100 1/4 x 1" 210 (7/16"OSB) 25 125 670 (3/4"Ply) 1/4' 8003957 GST 200 114 x 2' 1760 (Fir) 25 125 `! 318" 8007957 GST 10 1/4 x 1" 210 (7116"OSB) 300 25 125 670 (3/4"Ply) 3/8' 8008957 GST 20 1/4 x 2' 1760 (Fir) a50 1475 25 125 + 3/8" 8068925 GST 20-SS 114 x 2" 1760 (Fir) 850 25 125 #14 Black 1$)). 3/8" 8009925 GST 25-380 318 x 2-1/2' 2113(Fir) 1500 25 125 Nut Driver Part#8113910 � 3!8" 8010957 GST 30 114 x 3" 2060 (Fir) 1500 1475 25 125 3/8' 8069925 GST 30-SS 114 x 3' 2060 (Fir) 25 125 1/2" 8013925 GST 2 1/4 x 2" 1760 (Fir) 25 125 i t 1/2" 8015925 GST 3 1/4 x 3' 2275 (Fir) 25 125 I ,04 SW Red Nut Driver ?art#8114910 3�S 1.wnuvacrua:.nusn ar.. 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. EL ■ 0 �- ■ ■ � ■ ■ - ol ■ ON r- ■■ ■ 141 ■ EL ON 0 M I or- NO • I IL • I � � � r � 1 ■ ■ IrLmg&. ■ ■ ■ f■ ■ L• ra z T �T ■ . '.� a . . tr � Lp jr i rVolINEEN` =PON 1 f • 1 ' J I • r � I ■ 1 1 ■i� L :I ONE . ti Or■ I . L � � ■ �Q ,HIT SIDEWINDER' FOR WOOD -Horizontal Application Applkation Product Features Not less than 2'nominal width •No pre-drilling required. (1-112")up to 3-112"pipe;not less than 3"(2-1/2")nominal width 4'&5"pipe •Quick to install using the Sammy ~� Floor Joist Nut Driver with an 18V cordless Minimum 2-1/2"from bottom for drill/driver. branch lines.Minimum 3"from bot- tom for main lines,Exception:This •Saves time from traditional requirement shall not apply to 2"or methods. thicker nailing strips resting on top of steel beams. •Reduces installation costs. Manufactured in the U.S.A. :r Approvals Rod Part Model Screw Ultimate ULTest ( lthWrs rxlc�dertur•+sAnlidrM l_ • www.itwbuildex.com x Case Size Number Descriptions Pullout(lbs) Load(lbs) �• r ity KGRLZONTAL MOUNT 114" 8019957 SWG 200 1/4 x 2" 1725 (Fir) 25 125 3/8' 8020957 SWG 10 1/4 x 1" 622 (Fir) 300 25 125 ( 318" 8021957 SWG 20 1/4 x 2" 1725 (Fir) 1050 25 125 3/8' 8073925 SWG 20-SS 114 x 2' 1725 (Fir) 850 25 125 3/8" 8022925 SWG 25.380 318 x 2-1/2" 2249 (Fir) 1500 25 125 914 SW Red 318" 8023925 SWG 30 1/4 x 3' 1884 (Fir) 25 125 Nut Driver Par°:#8114910 •May require pre-drilling;consultjoist manufacturer. SAMMYS SWIVEL I Tm FOR WOOD Swivel ApplicationApplication , Product mum$ .w�' •Eliminates distortion of threaded rod. •Accommodates up to 3%"x 12 pitch roof. Allows 17'deflection from vertical. rwm—' Roo •Saves time from traditional methods. we--•r p.1 Reduces installation costs. MNeu (1 MAXArxu 0' Manufactured in the U.S.A. Approvals Red Part Model Screw Ultimate UL Test Load FM Test Min x Case i ! Size Number , City R ity #14 Black SWPJEL MOUNT Nut Driver t`.!} "' 318" 8139957 SH-GST 20 114 x 2" 1257(Fir) 1050 1475 25 125 Part#8113910 1903 Dim.Lumber 318" 8269957 SH-GST/CST 20 5116 x 1-3/4' 1406 @ 45'off vertical 850 @ 45' 25 125 Dim.Lumber 903 Dim.Lumber 1/2" 8303957 SH-GST/CST 2.0 5/16 x 1-3/4" 1406 @ 45°off vertical 25 125 Dim.Lumber May require pre-drilling;consult joist manufacturer. #14 SH Orar;Get Nut al..±ds;-,H. . • 1 APPROVALS Part UL Max UL Tr-,t UL Min Wood FM Max FM Test FM Min Wood Number .. Size Mou"tn Directio P�pe S�ze Load�Ibs� Thickness Pipe Size Load(lbs) Thickness SAMUYS . .., 8007957 GST 10 3/8" Vertical CPVC 1-1/2" 300 1-112" 8020957 SWG 10 3/8" Horizontal CPVC 1-1/2" 300 1-1/2" 8008957 GST 20 318' Vertical 2-1/2' 850 1-1/2' 4' 1475 1-112' 8068925 GST 20-SS 3/8' Vertical 2-1/2" 850 1-1/2" 8010957 GST30 318" Vertical 4" 1500 1-1/2' 4' 1475 1-1/2' 8009925 GST 25-380 3/8" Vertical 4" 1500 1-1/2" 8022925 SWG25-380 3/8' Horizontal 3-1/2"-4' 1500 1-1/2' 8021957 SWG 20 3/8" Horizontal 2-1/2"-3"" 1050 1-1/2" 8073925 SWG 20-SS 3/8' Horizontal 2-112" 850 1-112' 8269957 SH-GSTICST 20 3/8" 45'Angle off Vertical 2-1/2" 850 1-1/2" 8269957 SH-GST/CST 20 3/8' 45'Angle off Vertical 4' 1500 1-1/2' 8139957 SH-GST20 30 17°Argille off Vertical 3" 1050 1-112" 4" 1475 1-1/2" FAMIlk I M If 8038957 DSTR 1 3/8' Vertical 4' 1500 .035' 4' 1475 105' 8037957 DSTR 1-1/2 318" Vertical 4" 1500 .035" 4" 1475 105" 8039957 DSTR 516 3/8' Vertical 4" 1500 .037" 4' 1475 105' 8045957 DST 516 318" Vertical 4" 1500 .188" 4" 1475 188" 8046957 TEK 50 318' Vertical 4' 1500 .250" 4" 1475 188" 8055957 SWDR 1 3/8" Horizontal 4" 1500 .037" 4" 1475 060" 8056957 SWDR 516 3/8' Horizontal 4" 1500 .037' 4' 1475 060' 8054957 SWDR 1-1/2 3/8" Horizontal 4" 1500 .037" 4" 1475 060" 8137957 SH-DSTR 1 3/8" 17°Angle off Vertical 4' 1500 .035' 4' 1475 105' 8268957 SH-TEK 50 3/8' Vertical 2-1/2" 850 70'Angle off Vertical 4" 1500 8150922 XP 20 3/8' Vertical 2-1/2' 850 .027• 2' 940 .029' 4' 1475 .105' 8153922 XP 35 3/8" Vertical 4" 1500 .060" 2" 940 .029" 4" 1475 .125" 8294922 SXP 20 3/8' Vertical or up to 45' 2' 750 .027' 2' 635 .029' 8295922 SXP 35 3/8" Vertical or up to 89' 3-1/2' 1250 .060" 2" 635 .029" 8293957 SWXP 35 318" Horizontal 3-1/2" 1250 .060" SAMMYS FOR CONCRETE-PIPE HANGER 8059957 CST 20 3/8" Vertical 4' 1475 3000 8061957 SWC 20 3/8" Horizontal 4" 1475 3000 8150922 XP 20 318' Vertical 2-1/2' ON Pre-Pour Structural @ 3000psi 8150922 XP 20 3/8" Vertical 2-1/2" 650 Post-Pour Range II LWC<_35 PCF(lbs/ft') Part Rod Mount UL Lo�id UL Min Steel Number Model Size Dirccliori -% 8150922 XP 20 318' Vertical 185 .027' 250 .035' 8153922 XP 35 3/8" Vertical 185 .027" 250 .035" 8181922 XP 200 1/4" Vertical 185 027' 250 .035' 8294922 SXP 20 3/8" Vertical 170 .027" 45' 80 .027" 8295922 SXP 35 3/8• Vertical 250 060" 90° 80 .060' 8293957 SWXP 35 3/8" Horizontal 80 .060" Pali Model Rod Moul�l UL Load UL Mm Ste�l Listed Application SAMMYS FOR STEEL-CONDufr,lUOING,AND CABLE 8150922 XP 20 3/8' Vertical 283 .027' Max 4 trade size EMT,RMC,and IMC&5 trade size rigid PVC conduit 8153922 XP 35 3/8" Vertical 500 .060" Max 4 trade size EMT&6 trade sze RMC,IMC,and rigid PVC conduit 8294922 SXP 20 3/8' Vertical 283 .027' Max 4 trade size EMT,RMC,and IMC&5 trade size rigid PVC conduit 8295922 SXP 35 3/8" Vertical 500 .060" Max 4 trade size EMT&6 trade sze RMC.IMC,and rigid PVC conduit 8293957 SWXP 35 3/8' Horizontal 500 .060' Max 4 trade size EMT&6 trade sze RMC,IMC,and rigid PVC conduit 8149957 CZ2000 1/4"or 3/8" Onto Vertical Rod UL Listed 4S16-Cable Hanger,Cat No.C-Z2000 Plenum Rated, Complies wl NEC Standards Sheet Steel Gauges Gauge No. 22 ga. 20 ga. 18 ga. 16 ga. 14 ga. 12 ga. ilr 3116" 114" Nominal Decimal Equivalent .030" .036" 048" 060" 075" .105" .125' 188" .250" 'SWG 25-380 Maximum pipe size in composite woad joist allowed by UL is 3-1/2" EC Standards. N 'SWG 25-380 Maximum pipe size in wood limber orjoist allowed by UL is 4" UL and FM tests were performed in compliance with UL compliance with ith 13 Standards. "SWG 20 Maximum pate size in composite wood joist allowed by UL is 2-112" Fastening requirement:5 times weight of water-filled schedule 40 pipe plus 250 pounds- "SWG Za Maximrrm size fn wood limber or allowed 111 is 3" SPECIAL NOTES ■ Engineering Note In 1996,the anchors listed by UL were tested in plate steel that measured.188"and.118".Subsequent testing was done for z-purlin applications in May 1997 using(.037")or 20 gauge steel.Most recently in 2008,testing with the new Sammy X-Press$was completed using(.030")or 22 gauge steel metal deck. Sammys®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 complete and eliminates the expected wrist snap,reduces over-torque,and prevents screw failure. Steel Screws 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 used. Metric Products Metric versions of the Sammy anchors are available at www.itwbuildex.com Sammys for Seismic Please visit www.itwbuildex.com for our current Seismic product offerring, Vibratory Environments -' For attaching or anchoring in high vibratory environments,special care should be taken not just for building attachments but also for the hangers or assemblies being supported. Consult local code authorities for accepted anchoring devices. Composite Joist/Truss 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 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 some joist manufacturers.Consult truss manufacturer for recommended installation point. Pre-drilling may be required by joist manufacturers,If so,pre-drill pilot hole 1/8"smaller than root diameter of fastener. Consult the table below: Model Root Diameter Hole Size GST 20 .182" 1/8" GST 25-380 .280" 7/32" SWG 20 .182" 1/8" SWG 25-380 .280" 7/32" To increase efficiency of the installation process,sleeve tools,bit receivers,and wood bits are available for pre-drilling. NFPA/NEC Standards 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. UL Listings/FM Approvals UL and FM reports are available at www.itwbuildex.com �ULo s ,.FM" WPEMARGER 11W IAROtl(Oi➢f YDtIgI MMYNPi ' M W 111R10/i4Y[Rtll/411MM1� /Rll Technical Drawings Technical drawings are available and can be downloaded at www.itwbuildex.com in the following formats:.dwg,.dxf,and.igs. Manufactured in the U.S.A. Products Contact Information Technical Assistance:(800)BUILDEX Option#6(x 3259) Customer Service:(800)BUILDEX Option#1 .: I 00Z P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 610 CEILING PLATE q P SIZE-ROD: 3/8" g SIZE-SYSTEM PIPE: 4"max. I-JOIST MATERIAL-Carbon Steel or S.S.(Type 304). FINISH-E.G. LISTING/APPROVAL- '(MD"' 203-EX 2551 FUNCTION- Attachment component of an AFCON hanger. To support horizontal piping. INSTALLATION-Per NFPA 13 and these instructions. Install on horizontal mounting surface. ASSEMBLY/ATTACHMENT-See drawing. *FASTENER LOCATION OPTIONS-See chart. SPECIAL -@os FASTENERS PER NFPA 13 usno FOR STEEL PIPE-SEE TABLE. FEATURES *Fastener Locations * Fastener array for enhanced mounting ability. © z @,A-c ur ti-n Wood I-Joist-alternative to joist clamp. spaces fasteners remote from web element. Steel web joist-self centers in chord space. * Offset tapped rod bore allows 3/16"thread through. ORDERING-Part#and finish. `„�;0°s MOUNTING FASTENERS Wood Steel -1/4 or#14 Tek STEEL Fastener- Qty. Steel Min. Qty. Steel WEB JOIST No Pre Drill Pipe Thickness Pipe 1/4 x 1 '/z LB 2 3 14 GA. 2 4 4 4 1 16 GA. 2 2 #14 x l '/z SMS 2 3 4 4 'A"� 4 4 Wood - rhru 518 Uyn. Steel - #1 o SMS or#905 1/4 x 2 LB 2 2 18 GA. 4 2 4 4 20 GA. 4 2'/2 #14 x 2 SMS 2 2 22 GA. 4 2 4 4 SMS-sheet Mehl screw DS-Dn; Soew ` LB=tag Boa Gyv=Gyp-.Board 10/15 �� I I '��1 �, .z 00,0 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 300 RING HANGER NFPA 13 UL 1 WT. 5 WT.+250 TEST PIPE ROD LOAD 1 1 318 30.75 40375 750 11/4 316 43.95 469.75 750 1 112 3/B 54.15 520.75 750 2 318 76.95 634.75 750 2 1/2 318 118.35 841.75 850 3 3/8 162.30 1061.50 1050 1 thru 4 inch pipe 112&3/4 inch pipe LISTED FOR STEEL/CPVC 5 thru 6 inch pipe 4 3/B 246.00 1480.00 1500 5 V2 349.45 1996.75 2000 5 1/ 47635 2631.75 2650 8 112 711.00 3805.00 4050 SIZE-ROD-3/8"or 1/2" SIZE-SYSTEM PIPE- 1/2" thru 8" MATERIAL-Carbon Steel. FINISH-Mil. Galvanized to G-90 specification. LISTING/APPROVAL- '@"203-EX 2551 1"-8" <F >Approval guide-1"-8" OSHPD OPA-0601 See Website. USTEn Conforms to Federal Specification WW-H-171E type 10,and Manufacturers Standardization Society SP-69,type 10. MAXIMUM TEMPERATURE-650°F. FUNCTION-Pipe component of an AFCON hanger. To support horizontal steel, CPVC or copper pipe. INSTALLATION-Per these instructions including NFPA 13 and the CPVC manufacturers instructions. PIPE A B FEATURES 19793 25259 1 1/4 z 1362 2.76s0 *Sized and listed exclusively for use with#310 Surge Restrainer. „12 22673 P914U *Band edge is offset for EASY pipe insertion. TTs 2 2.6048 32516 - * Custom fit swivel nut for better retention in ring. ^ 2,12 27599 35969 ORDERING-Part#,pipe size. 3 30625 432" 4 3 5625 a 3z6s 6 4.0940 4.9397 fj 46250 5470 4707 6 7 5620 a 46n 9/15 �: V I t• �I Upper Attachments B3199R - Ceiling Flange B3199RCT - Ceiling Flange Dura-Copper Coated B 27i"" Overall Height (73.0) Size Range: 3/8"-16&1/2"-13 rod 2" e tso.el Material: Malleable Iron (Stainless Steel Type 304 available) For 114"Flat Head Standard Finish: Plain or Electro-Galvanized Machine Screws B3199RCT is DURA-COPPER"coated or wood screws Function: Designed for attaching a hanger or support rod to beams, ceilings, or walls. (34.9) Order By: Part number and finish. A (Rod or Pipe Thread) Hanger Rod or Pipe Not Included B3199RCT B3199R Part No. Thread Size B Design Load Approx.Wt./100 B3199R-318 B3199RCT-3/8 3/8"-16 7/16" (11.1) 180 (.80) 13 (5.9) 83199R-1/2 B3199RCT-1/2 1/2"-13 1/2" (12.7) 180 (.80) 17 (7.7) Fig. 78- All Steel Ceiling Plate &TOLC© c Size Range: 3/8"-16 rod 8 \ A Material: Pre-Galvanized Steel - Function: Attachment to wood beams, ceilings, metal decks or walls. Can also be welded to steel beams. Approvals: Underwriters Laboratories Listed in the USA(UL) and Canada(cUL). Additionally, UL has listed the Fig. 78 with fasteners as shown in the table below. E Finish: Plain. Contact B-Line for alternative finishes and D materials. (2 Holes) Order By: Part number, rod size and finish C �I us f ( US Patent#5,702,077 LISTED UL Listed Fastener Table Pipe Size Qty Fastener Type Material 112"-2" 2 #14 x 11/4"A-point hex-washer-head sheet metal screw Wood 21/2"-4" 2 1/4"x 11/2"wood screws' Wood 1/2"-2" 2 1/4"x 1"tek screws Metal(18 gauge) 1/2"-2" 2 #14 x 11/4"A-point hex-washer-head sheet metal screw Wood 1/2"-2" 2 #14 x 2"A point hex washer head sheet metal screw Wood thru 5/8"gyp board "No pre-drilling i Part No. Pipe Size A B C Hole Dia. D Thread Size Design Load II 78-3/8 1/2" -2"1 (15-60) 3" (76.2) 21/8" (54.0) 11/8" 1 (28.6) 5/16 (7.9) 3/8"-16 150* 1 (0.67) — Consult Factory For Data All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Pipe Hangers&Supports 214 by E.Z-N i �. it �0 Do P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 087 SWAY BRACE ADAPTER 6' McArnum 1YY O on oTe— O 411 SIZE- 1/2"bolt. MATERIAL-Carbon Steel or Ductile(Pictured). FINISH-Plain or E.G. PATENT-No. 6,629,678. LISTING/APPROVAL- c& 203A-EX 2625,203-EX 2551 OSHPD See Website. LISTED FUNCTION-Sway brace adapter for an AFCON sway brace assembly. 0 Designed to attach to the vertical or horizontal flange of a steel structural member. Additionally listed as an 6"hanger attachment. INSTALLATION-Per these instructions t including NFPA 13. 0 Load rating-see chart. Combine with proper AFCON components-see disclaimer below. % The structural members design will dictate specific attachment criteria. ASSEMBLY- See drawing. Install set bolts finger tight,then additionally tighten 1/2 turn or torque to 40 lb-ft. Attach AFCON sway brace assembly with 1/2" bolt. FEATURES *Design conforms to angular geometry at panel point. Max. Horizontal Load *Fits 1/2" max.flange thickness. ORDERING-Part#and finish. Parallel 30'thru 90' 2765 Perpendicular 30'thru 90' 2765 ® 1: Click Here Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners,resulting in a listed sway brace,restrainer or hanger assembly. Be advised the following warranty restriction will apply.DISCLAIMER-AFCONwill NOT warrant against the failure or its products when used in combination with other products,parts or systems not manufactured or sold by AFCON.AFCON shall NOT be liable under any circumstances whatsoever for any dii ect or indirect,incidental or consequential damages of any kind,including but not limited to loss of business or pi ofit,when non-A I-CON products have been,or are used. 12/1 3 I �� ggoz P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444,3887 www. Afcon.org 035 SWAY BRACE FITTING MODEL K 1"min. 1 1 thru 4 inch pipe 5 thru 12 inch pipe SIZE-SYSTEM PIPE: Nominal ©• Max.Horizontal Load Steel 1"thru 12" * Steel Specially listed-see chart. syNPs Sch 30°-44° 45"-59° 60°-89° 90° CPVC 1" thru 3". 11. 10-40 1383 1956 2394 2765 Brace common O.D. -Copper,Plastic,FRP, Ductile and Cast Iron 11/4"-4" 1383 1956 2394 2765 SIZE-BRACE PIPE: 1"thm 2" Sch.40 1383 1956 2394 2765 " 1383 1956 2394 2765 Min. 1 1/411 required for 12" system pipe 10" 10-40 1383 1956 2394 2765 MATERIAL-Carbon steel and ductile iron. 12 10-40 1870 2645 3236 FINISH-Plain or E.G. PATENTS- No.7,516,922 No.7,523,895 LISTING/APPROVAL- © Max.ASD Horizontal Load System Sch. 30°-44° 45°-59° 60°-74° 75°-90° NPs 203A EX 2625 1'-1 1/2" 10.40 1680 2380 2920 3250 L' 0 2"-3" 10.40 1800 2350 3120 3490 <a> FM Approved- 1950 4 10,40 1370 1930 2370 2640 OSHPD See Website. 5,6",8" 10.40 730 1040 1270 1420 FUNCTION-Lateral fitting of an AFCON sway brace assembly. SPECIALLY LISTED PIPE INSTALLATION- Per these instructions AS T Pipes PVT LTD AI]a—ra Steel Products Co,SADti including NFPA 13 or FM 2-8 and CPVC manufacturers instructions. Allied Tube&Conduit Corp. Load rating-see chart. Bihar Tubes LTD. Bluestecl Scry ices L L C Bums-Mannesmann Boni AS ASSEMBLY-See drawing. Bull Moose Tube Co. Combine with proper AFCON components-see disclaimer below. `Hai Ch Metal ld Supply LTD. proper p Hai Chin Worldwide I TD Insert brace pipe through bores to achieve minimum 1"extension. Hickman Pipe&Tube Corp. hedong Economy Development Testing Zone Tighten 035 set screws until heads bottom out. Fndal Industries LTD FEATURES lotindra Steel&Tubes I.TD NBual Canada lne. * N1S Pipe Ca LTD Patented-designed for system pipe of varying material. Nonhwest Pipe Co, ,k acific Pipe Public Ca LTD Improved assembly-extra large bore for brace pipe. SahaP Thad Steel Pipc Public Co.LTD * Shield Fire Safety&Security TAD Visual inspection,verifies proper installation. Surya Roshini LTD ORDERING-Part# size-system pipe,size-brace pipe and finish. S Ta x*Pipes LTD Y 111� , p p Tex-'rube Co. Universal Tube&Plastic Industries LTD Weifang East Pipe Industry Technical Co.LTD Welded Tube-Berkeley LLC Wheatland Tube Co.Wh Div. " Yieh Phui Enterpaisc Co.LTD Youngstown Tube Co. Zenith Birla Hrdia)LTD Special Note:Thin wall sprinkler pipe has a propensity for damage to its circumference resultingin egging. When egging exists-shift mounting location. COMMONLY KNOWN AS SCH.7 gg g� gg g g Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners,resulting in a listed sway brace,restrainer or hanger assembly. Be advised the following Warranty restriction will apply, DISCLAIMER-AFCONwill NOT warrant against the failure of its products when used in combination with other products,parts or systems not manufactured or sold by AFCO•'V. AFCONshall NOT be liable under any circumstances whatsoever for any direct or indirect,incidental of consequential damages of any kind,including but not limited to loss ofbusiness or profit,when non-AFCON products have been,or are used, 6/14 J 1 I 0§0 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 100 REVERSIBLE BEAM CLAMP 3/4" MOUTH 74-- SIZE-ROD: 3/8" SIZE-SYSTEM PIPE: 4"max. SIZE-ROD: 1/2" SIZE-SYSTEM PIPE: 8"max. MATERIAL-Ductile iron. FINISH-Plain,E.G. and H.D.G. LISTING/APPROVAL- 'S" 203-EX 2551 „�,�, FN FM Approved-1951 FUNCTION-Attachment component of an AFCON hanger. To support horizontal piping. INSTALLATION- Per NFPA 13 and these instructions. Install on steel flange-thickness less than 3/4". Set bolt up or down. ASSEMBLY/ATTACHMENT-See drawing. Torque-3/8"=60 lb-in or 1/2"= 125 lb-in. In the absence of a torque wrench, engage set bolt finger tight then additionally tighten 1/4 turn. Only tighten set bolt with hand tools. NEVER INSTALL SET BOLT WITH IMPACT/DRILL DRIVER. FEATURES *Maintains CONSTANT HANGER CENTER-LINE,with set bolt up or down. *Flat throat back to prevent twisting on structure during installation. ORDERING-Part#,rod size and finish. 1115 i , 1 r it 0§0 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 078 ATTACHMENT FITTING LOCKING Part#077 45 9/16 Dia. ® Part#078 Part#411 SIZE-BRACE PIPE: V and 1 1/4" Sch.40 ' MATERIAL-Carbon Steel or S.S. (Type 304). FINISH-Plain or E.G. LISTING/APPROVAL- -@-- 203A-EX 2625 <F > FM Approved-1950 OSHPD See Website. usno FUNCTION-Structure attachment fitting of an AFCON sway brace assembly, Common transition component with 411 sway brace fitting-see drawing INSTALLATION- Per these instructions including NFPA 13 or FM 2-8. Load rating-see chart. DO NOT BEND-If angle required use part 070,075,076 or 077. ASSEMBLY cr�,Ea Max. Horizontal Load Combine with proper AFCON components-see disclaimer below. Insert brace pipe thru .fitting near pivot bolt. 30°thru 90° 2015 Tighten set bolt until head contacts bracket. FEATURES *Visual inspection,verifies proper installation. <> Max.ASD Horizontal Load *Bolt hole tits 411 sway brace fitting. ORDERING-Part#,size-brace pipe and finish. 30 -44 45 -59 60 -74 75 -90 430 620 760 940 Specific AFCONproducts are exclusively designed to be compatible ONLY with other AFCONproducts including parts and fasteners,resulting in a listed sway brace,restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER-AFCON will NOT wan ant against the failure of its products when used in combination with other products,parts or systems not manufactured or sold by AFCON.AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect,incidental or consequential damages of any kind,including but not limited to loss of business or profit,when non-AFCOA products have been,or ure used. 8/14 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 411 SWAY BRACE FITTING Part#077- p jarl#078 r r r r SIZE-SYSTEM PIPE:Nominal Pipe Size Sch.40 Steel V - 12" Sch. 10 Steel 1 1/4"- 12" Sch. 7 Steel 2"-6" MATERIAL-Carbon Steel or S.S.(Type 304) FINISH-Plain or E.G. PATENT-No.7,140,579 ©" Max.Horizontal Load LISTING/APPROVAL 1"-10" 2765 12" 3740 -0-5 203A-EX 2625 © FM Approved- 1950 WW FUNCTION-Longitudinal fitting of an AFCON sway brace assembly. O Max.Asp Horizontal Load INSTALLATION- Per these instructions System Sch 300-44' 45°-59° 60°-74" 75°-90° including NFPA 13 or FM 2-8 1"-1 112" 10-40 1070 420 1 7 Load rating-see chart. 2" LW-40 1570 1900 1730 1930 2 1l2"-4" 1000 860 1030 1150 ASSEMBLY-See drawing. 4"-5" 10-40 1000 sso 1150 1280 Combine with proper AFCON components-see disclaimer below. 6" LW-40 1620 2220 27201 3040 Align brace member parallel to face of 411 fastener flanges. 6" 1 1 - 0 2070 _12501 15101 1690 Tighten 1/2"bolts until fastener flanges connect. FEATURES * Patented-design eliminates bending of fastener flanges during installation. * Patented-design prevents over tightening on system pipe. * Improved assembly-fastener flanges connect for superior strength. * Visual inspection-proper installation when 411 fastener flanges connect. ORDERING-Part#, size-system pipe and finish. Specific AFCON products me exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners,resulting in a listed sway brace,restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER-AFCONwill NOT warrant against the failure of its products when used in combination with other products,parts or systems not manufactured or sold by AFC01V.AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect,incidental or consequential damages of any kind,including but not limited to loss of business or profit,when non-AFCON products have been,or are used. 8/14 ti V I P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 160 RESTRAINING STRAP L SIZE-One size fits both 3/8"and 1/2"rod or set screw. 5/8",3/4"and 7/8"are sized individually. Available lengths 4"and longer. MATERIAL-Carbon Steel. FINISH-Mil. Galvanized. LISTINGS- c U us 203-EX 2551 for 3/8"/1/2"roe size. FUNCTION-To enhance hanger attachment in areas subject to earthquakes. ROD HOLE STOCK INSTALLATION-Install tight to structure and component parts. SIZE SIZE SIZE Minimum return bend= 1"on strap. L-dimension is measured from hanger rod center 3/8/1/2 33/64 16 ga x 1 to the strap end. 5/8 11116 14 ga x 1 1/4 ORDERING-Part#,L-dimension and rod size. 3/4 13/16 14 ga x 1 114 7/8 15/16 1 12 ga x 1 1/4 l/08 V 1 I I • QUICK RESPONSE G11 owns AUTOMATIC SPRINKLERS N10 UUW GL SERIES FIRE SPRINKLER CORPORATION UPRIGHT • PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION w The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass !I ¢ ) ampule as the thermosensitive element. This provides sprinkler f� operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically ` pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable Stan- QUICK RESPONSE dards. It offers the additional feature of greatly increased safe- UPRIGHT CONVENTIONAL ty to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick Response Sprinklers should be used advisedly and under -� A the direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuat- ing assembly is a hermetically sealed frangible glass ampule that r 1 contains a precisely measured amount of fluid. When heat is ab- sorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure ' within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distrib- QUICK RESPONSE uted in an approved pattern depending upon the deflector style PENDENT VERTICAL used. SIDEWALL TECHNICAL DATA • See reverse side for Approvals and Specifications. • Temperature Ratings - 135°F (57'C), 155°F (68'C), y 175°F (79°C), 200°F (93°C), 286°F (141°C) ( , • Water Working Pressure Rating - 175 psi (12 Bars) V T • Factory tested hydrostatically to 500 psi (34 Bars) • Maximum low temperature glass bulb rating is -67'F (-55'C) QUICK RESPONSE • Frame - bronze • Deflector- brass • Screw- brass HORIZONTAL LPC/CE • Lodgement Wire - stainless steel • Bulb seat- copper SIDEWALL HORIZONTAL • Spring - nickel alloy • Seal -teflon SIDEWALL • Bulb - glass with alcohol based solution, 3mm size ®SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING AVAILABLE SPRINKLER N.F.P.A.MAXIMUM CLASSIFICATION TEMPERATURES BULB COLOR CEILING TEMPERATURE ORDINARY ORANGE/RED 38- INTERMEDIATE J7C 5'F1200•F 79'Cl93'C YELLOW/GREEN - -•• HIGH 286•F 141°C 44 BLUE NOV 2016 GFS-100a(FormerlyA-20) m`�. I I I QUICK RESPONSE " AUTOMATIC SPRINKLERS GL SERIES UPRIGHT PENDENT VERTICAL .SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL"K"FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (40 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) 4.2 (60 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Factory Bronze 5.6 (80 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Chrome White Polyester3 8.0 (115 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Black Polyesters,' 8.0 (115 metric) I 3/4"NPT (20mm) 2 7/16" (6.2cm) NOTE: ME IC CONVERSIONS AREAPPROXIMATE. 'HORIZONTAL SIDEWALL IS 2 9/16". zFINISHES AVAILABLE ON SPECIAL ORDER. 'AVAILABLE AS cULus LISTED COROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS TEMPERATURE STYLE SIN K MODEL FACTOR HAZARD' 135°F 155°F 175°F 200°F 286°F cULus FM LPC ' CE MEA 10NYC-D92E (57°C) (68°C) (79°C) (93°C) (141°C) GL2815 2.8 LH X X X X X X --- --- --- X GL4215 4.2 LH X X X X X X --- --- --- X UPRIGHT GL5615 5.6 LH/OH X X X X X X X X X X GL8115 8.0* LH/OH X X X X X X --- --- --- X GL8118 8.0 LH/OH X X X X X X X X X X GL2801 2.8 LH X X X X X X --- --- --- X GL4201 4.2 LH X X X X X X --- --- --- X PENDENT GL5601 5.6 LH/OH X X X X X X X X X X GL8101 8.0* LH/OH X X X X X X X --- --- X GL8106 8.0 LH/OH X X X X X X X X X X VERTICAL GL5632 5.6 LH X X X X X X X -- -- -- SIDEWALLt GL8133 8.0 LH X X X X X X - -- -- - GL2826§ 2.8 LH X X X X X X --- --- --- X HORIZONTAL GL4226§ 4.2 LH X X X X X X --- --- --- X SIDEWALL GL5626§ 5.6 LH/OH X X X X X X X --- --- X GL562713 5.6 LH/OH X X X X X --- --- X X -- GL8127§ 8.0 LH/OH X X X X X X --- --- --- -- CONVENTIONAL GL5624 5.6 LH/OH X X X X X --- — X X — (OLD STYLE) GL8125 8.0 LH/OH X X X X X — --- X X — 'SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4"TO 12"BELOW THE CEILING,FM APPROVED 4"TO 6"BELOW THE CEILING. aINSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. tPENDENT VERTICAL SIDEWALL cULus LISTED FOR 6'MIN SPACING. tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9'MIN SPACING. OR ORDINARY HAZARD LH:LIGHT HAZARD *1/2"NPT ORDERING INFORMATION GLOBE° PRODUCT WARRANTY SPECIFY Globe agrees to repair or replace any of its own manufactured • Quantity • Model Number • Style • Orifice products found to be defective in material or workmanship for a • Thread Size • Temperature • Finishes desired period of one year from date of shipment. • Quantity-Wrenches - P/N 325390 (1/2"); For specific details of our warranty please refer to Price List P/N 312366 (L.O.) Terms and Conditions of Sale(Our Price List). 4077 AIRPARK DRIVE,STANDISH, MICHIGAN 48658 b 989-846-4583 FAX 989-846-9231 GLIBL 1-800-248-0278 www.globesprinkler.com FIRE SPRINKLER CORPOPATION NOV 2016 PRINTED U.S.A. GFS-100a(Formerly A-20) '° I 1 QUICK RESPONSE " EXTENDED COVERAGE -UUMNU-' LIGHT HAZARD .I F& FIRE SPRINKLER CORPORATION AUTOMATIC SPRINKLERS MODEL GL 8109 PENDENT • RECESSED PENDENT DESCRIPTION AND OPERATION The Globe Quick Response Model GL8109 Extended Coverage Pendent Sprinkler for Light Hazard occupancies is a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approxi- mately six times faster than ordinary sprinklers. While this Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard light hazard extended coverage pendent sprinklers are specified; but offers the additional feature of greatly increased safety to life. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction, in accordance with their listings and in accor M. - dance with NFPA 13. The heart of Globe's GL Series sprinkler proven actuating as- QUICK RESPONSE sembly is a hermetically sealed frangible glass ampule that contains EXTENDED COVERAGE a precisely measured amount of fluid. When heat is absorbed, the PENDENT liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This GLOBE' results in water discharge which is distributed in an approved pattern. TECHNICAL DATA • See reverse side for Approvals and Specifications. A4 • Temperature Ratings - s ' 135°F (57°C), 155°F (68°C), 175°F (79°C), 200-F (93°C) • Water Working Pressure Rating - 175 psi (12 Bars) • Factory tested hydrostatically to 500 psi (34 Bars) _''`' 7` • Maximum low temperature glass bulb rating is -67°F (-55°C) • Frame - bronze • Deflector- brass • Screw - brass QUICK RESPONSE • Bulb seat- copper • Spring - nickel alloy • Seal - teflon EXTENDED COVERAGE • Bulb - glass with alcohol based solution, 3mm size RECESSED PENDENT • Escutcheon Assembly - steel SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A.MAXIMUM CEILING TEMPERATURES TEMPERATURE ORDINARY 135•FI155°F 57°C/68'C ORANGE/RED 1000F 38•C INTERMEDIATE 175'F/200°F 79°C/93`C YELLOWIGREEN 1S&F 884C NOV 2016 GFS-205(Formerly A-41) r 4 �x: �i ,.CAI UICK RESPONSE EXTENDED COVERAGE LIGHT HAZARD AUTOMATIC SPRINKLERS MODEL GL8109 PENDENT • RECESSED PENDENT SPECIFICATIONS AND APPROVALS SIN NOMINAL THREAD LENGTH FINISHES cULus MODEL "K"FACTOR SIZE Factory Bronze GL8109 8.0(115 metric) 3/4"NPT 3" Chrome X (20mm) (7.6cm) White Polyester' Black Polyester'' NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'FINISHES AVAILABLE ON SPECIAL ORDER. 'AVAILABLE AS cULus LISTED AS CORROSION RESISTANT WHEN SPECIFIED ON ORDER. cULus LISTING DESIGN - USE REQUIREMENTS FOR LIGHT HAZARDS ONLY TEMPERATURE MAX.AREA OF MIN.DISTANCE MODEL STYLE 135°F 155°F 17 SIN COVERAGE MIN. MIN.FLOW BETWEEN LENGTH x WIDTH PRESSURE G.P.M.(Umin.) SPRINKLERS (57°C) (68°C) (79-C) (93-C) Feet(Meters) P.S.I.(bars) Feet(Meters) PENDENT X X X X 16(4.9)x 16(4.9) 10.3(0.71) 26(98) GL8109 RECESSED 18(5.5)x 18(5.5) 16.6(1.14) 33(125) 8(2.4) PENDENT X __ — 20(6.1)x 20(6.1) 24.4(1.68) 40(151) NOTE:METRIC CONVERSIONS ARE APPROXIMATE. SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. FOR COVERAGE AREA DIMENSIONS LESS THAN OR BETWEEN THOSE INDICATED,USE THE MINIMUM FLOW FOR THE NEXT HIGHEST COVERAGE AREA FOR WHICH DESIGN CRITERIAARE STATED. CROSS SECTION 2 15/16"DIA,- 2"DIA.MIN. HOLE IN CEILING 1 29/32"DIA. 1"x 3/4' I I REDUCER j I JR 1/B MIN. 7/B MAX. C11 MIN. 1 3/4"MAX. 3/4"ADJUSTMENT RECESSED PENDENT ORDERING INFORMATION GLOBE®PRODUCT WARRANTY SPECIFY Globe agrees to repair or replace any of its own manufactured •Quantity•Model Number•Style • Orifice products found to be defective in material or workmanship for a •Thread Size •Temperature • Finishes desired period of one year from date of shipment. •Quantity-Wrenches-P/N 325390 For specific details of our warranty please refer to Price List • Quantity-3/<"Adjustable Recessed Escutcheons Terms and Conditions of Sale(Our Price List). • Quantity-Recessed Wrenches-P/N 325391 •Quantity-Protective Caps-P/N 327109-CAP(Friction Fit Recessed) 4077 AIRPARK DRIVE,STANDISH,MICHIGAN 48658 989-846-4583 FAX 989-846-9231 FIRE SPRINKLER CORPORATION 1-800-248-0278 www.globesprinkler com PRINTED U.S.A. NOV 2016 GFS-205(Formerly A-41) ;.4 , I � QUICK RESPONSE GL AUTOMATIC SPRINKLERS Ib GL SERIES FIRE SPRINKLER CORPORATION INTERMEDIATE LEVEL UPRIGHTpPENDENT DESCRIPTION AND OPERATION The Globe Quick Response GL Series Intermediate Level Sprinklers are primarily designed for use in rack storage sprinkler systems, where their thermosensitive elements must be shielded from the water spray of higher elevation sprinklers which could operate earlier during a fire. The Globe GL Series Sprinkler is a low profile yet durable design which utilizes a fran- gible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. The ti- Quick Response Sprinkler can be installed wherever standard Intermediate Level Sprinklers are specified. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction r and in accordance with their listings. The Globe Intermediate Level Sprinklers are available in either upright or pendent styles, with 5.6, 7.8*, 8.1, or 11.5 K-factor orifices, in several QUICK RESPONSE temperature ratings and with various finishes to meet customer requirements. UPRIGHT The Upright style is factory fitted with a water shield having a 3 3/4" diameter. The water shield for the pendent may be either factory fitted or installed in the field (see shield part numbers below). Either style can be provided with sprinkler guards for use where mechanical injury might be expected. The Upright style may be provided with a one piece head guard and shield; when ordered as such (order as GL5615, GL8115, GL8118, or GL1123 with sprinkler - guard part number 321406 (red)or 321407 (chrome)). 1 The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured - amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. QUICK RESPONSE PENDENT TECHNICAL DATA -See reverse side for Approvals and Specifications. -Temperature Ratings- 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C) *Water Working Pressure Rating- 175 psi (12 Bars) -Factory tested hydrostatically to 500 psi (34 Bars) -Maximum low temperature glass bulb rating is-67'F (-55°C) -Frame- bronze• Deflector- brass •Screw- brass -Bulb Seat-copper•Spring - nickel alloy•Seal -teflon SHIELD PART NUMBERS -Bulb-glass with alcohol based solution, 3mm size 1/2"NPT 3/4°NPT -Shield -steel - 3 3/4" diameter 325706 325707 •SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A.MAXIMUM CEILING TEMPERATURES TEMPERATURE ORDINARY 135`F/155°F 57'CJ68'C ORANGE/RED 100'F 38'C INTERMEDIATE 175'F1200'F 79'C/93'C YELLOW/GREEN 150'F 66'C HIGH 286'F 141'C BLUE 225'F 107'C MARCH 2O16 A-39 BULLETIN GL5617,REV.#8 •ti i i F .,QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES INTERMEDIATE LEVEL UPRIGHT • PENDENT SPECIFICATIONS NOMINAL"K"FACTOR THREAD SIZE LENGTH FINISHES 5.6 (80 metric) 1/2"NPT(15mm) 2 1/4"(5.7cm) 7.8 (111 metric) 1/2"NPT(15mm) 2 1/4"(5.7cm) Factory Bronze' 8.1 (116 metric) 3/4"NPT(20mm) 2 7/16"(6.2cm) 11.5 (166 metric) 3/4"NPT(20mm) 2 7/16"(6.2cm) NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'OTHER FINISHES AVAILABLE ON SPECIAL ORDER. APPROVALS SIN MODEL "K" 1357 155'F 175*F 200*F 286*F SHIELD STYLE (previous SIN Model) FACTOR HAZARD' (57°C) (68°C) l (79°C) (93°C) (141°C) cULuS FM P/N GL5617 5.6 LH/OH' X X I X X X X X GL8117 7.8* LH/OH' X X X X X X — UPRIGHT N/A GL8120 8.1 LH/OH' X X X X X X X GL1124 11.5 ALL - X X X X I X — GL5601 (GL5612) 5.6 LH/OH X X X X X X X GL8101 (GL8112) 7.8* LH/OH X X X X X X X 325706 $PENDENT GL8106(GL8108) 8.1 LH/OH X X X X X X X GL1114(GL1115) 11.5 ALL — X X X X X — 325707 $THE WATER SHIELD FOR THE PENDENT MAY BE EITHER FACTORY FITTED OR INSTALLED IN THE FIELD,PLEASE SPECIFY ON ORDER. SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. +CAN ALSO BE USED FOR IN RACK SPRINKLERS FOR STORAGE APPLICATIONS PER NFPA13 1/2"NPT;RETRO-FIT ONLY LH:LIGHT HAZARD OR ORDINARY HAZARD ALL:ALL HAZARDS h _I — i 1"x 1/2"�\ / REDUCER �0 to ONE-HALF THREAD MAX. ADHERE RACK SHIELD INTO PLACE AS SHOWN, USING LOC FrE OR EQUIVALENT. RACK SFII71r NOTE: INSTALL RACK SHIELD ONTO SPRINKLER THREADS BEFORE SYSTEM INSTALL. ORDERING INFORMATION GLOBE°PRODUCT WARRANTY SPECIFY Globe agrees to repair or replace any of its own manufactured • -Quantity •Model Number•Style •Orifice products found to be defective in material or workmanship for a *Thread Size -Temperature• Finishes desired period of one year from date of shipment. -Quantity-Wrenches - P/N 325390 (1/2"); For specific details of our warranty please refer to Price List P/N 312366 (L.O.); P/N 333010 (E.L.O.) Terms and Conditions of Sale(Our Price List). 4077 AIRPARK DRIVE,STANDISH,MICHIGAN 48658 989-846-4583 FAX 989-846-9231 FIRE SPRINKLER CORPORATION 1-800-248-0278 www.globesprinkler.com MARCH 2O16 PRINTED U.S.A. BULLETIN GL5617,REV.#8 =a V � I �� I I Date: 04/06/2026 Permit#: 1355 Perm t Date: 03/01/2017 Review Date: 03/02/2017 Perm t Type: FIRE SPRINKLER Review Type: FIRE SPRINKLER Target Date: 03/09/2017 Scheduled 00:00 Tim e Com pleted 03/02/2017 Date: Description: The Water Departm acts requirem acts for both pressure and bacteria sam Bing on this fire line have been satisfied.GS A DCVA at point of connection with the m do is required. GUS Review Status: Assigned To: PW WAT-REV Tim eIn: 00:00 Time O tt: 00:00 H cars: 0.0 Property Information Parcel#: 31052700201300 STILLAGUAM ISH TRIBE OF INDIANS - IN TRUST STILLAGUAMISH TRIBE OF INDIANS - IN 3310 SMOKEY PT DR TRUST 5702 172ND ST NE A RLINGTON, WA98223 Zoning: 539 Other Retail Trade NECLot: Block: Date: 04/06/2026 Permit#: 1355 Permit Date: 03/01/2017 Review Date: 03/02/2017 Permit Type: FIRE SPRINKLER Review Type: FIRE SPRINKLER Target Date: 03/09/2017 Scheduled Tim a 00:00 Com pleted 05/02/2017 Date: Description: Received approvals from W om a-and Assoc. as third party review approvers and FOR of project. Review Status: Assigned To: z.Rick Karns Tim eln: 00:00 Time O it: 00:00 H curs: 0.0 Property Information Parcel#: 31052700201300 STILLAGUAM ISH TRIBE OF INDIANS - IN TRUST STILLAGUAMISH TRIBE OF INDIANS - IN 3310 SMOKEY PT DR TRUST 5702 172ND ST NE A RLINGTON, WA98223 Zoning: 539 Other Retail Trade NECLot: Block: Permit#: 1355 Permit Date: O3/01/17 Permit Type: FIRE SPRINKLER Project Nam e Island Crossing Healing Center Applicant Nam a Wolfe Fire Protection, Inc. Applicant Address: 17321 Tye Street SE, #13 Applicant, City, State, Zip: Monroe,WA98272 Contact: Casey Yardley Phone: 360-794-7926 Em al: caseyy@wolfefp.com Scope of Work: Installation for new com m ecial healing/dosing center Valuation: 92600.00 Square Feet: 41592 Num ber of Stories: 2 Construction Type: O xupancy G ioup: ID Code: Permit Issued: 05/04/2017 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address L egal Description O wner Nam e Ovner Phone Zoning 31052700201300 5 702 172ND ST NE S ection 27 Township 31 STILLAGUAM ISH 539 Other Retail Range 05 Quarter NW ALL TRIBE OF Trade NEC THAT PTN NE 1/4 NW 1/4 INDIANS-IN BEING PTN REV LOT 1 SP TRUST REC AFN 8304280231 DAF COM NW COR SD NEIA NW 1/4 FROM WHICH NE COR SD SUB BEARS S88*30 20E DIST 1330.68FTTH S02*07 28W ALG W LN SD SUB DIST 30.00FT TAP 30.00FT S OF AS MEAS PERP TO N LN SD SUB TH S88*30 20E DIST 634.40FT TPOB TH CONT S88*30 20E DIST 440.63FT TO NE COR SD LOT 1 TH S02*07 28W ALG E LN SDLOT 1 DIST 667.29FT TO ANG PT IN SD E LN TH N88*30 20W ALG SD E LN&ITS WLY EXT DIST 316.41FT TAP WH BEARS S08*26 28E FROM TPOB TH N08*26 28W DIST 677.41FT TPOB PER CITY OF ARL BLA NO PLN 20100022REC AFN 201010045003 Contractors Contractor P rim ay Contact P hone A ddress C ontractor Type L icense License# Wdfe Fire Protection, Jodi Joams 3 60-794-7926 17321 Tye St SE, CONSTRUCTION UBI 602 377 322 Inc. #B CONTRACTOR Wdfe Fire Protection, Jodi Joanis 3 60-794-7926 17321 Tye St SE, CONSTRUCTION Labor and WOLFEFP906DD Inc. #B CONTRACTOR Industries Inspections Date Inspection Type D escription S cheduled Date C om Iieted Date I nspector Status Sprinkler flex heads in place 11/08/2017 Inspection ok to cover,North wing to 11/08/2017 B UILDING Approved elevator com Bete. 02/03/2017 FS07.FIRE BUILDING Com Iieted SPRINKLER FINAL Plan Reviews Date Review Type D escription A ssigned To R eview Status 03/02/2017 FIRE SPRINKLER B UILDING The Water Departm ants requirem ants for both pressure and bacteria sam Icing on this fire line have been 03/02/2017 FIRE SPRINKLER satisfied.GS PW W U-REV A DCVA at point of connection with the in an is required. GUS 03/02/2017 FIRE SPRINKLER Received approvals from W cm cr and Assoc.as third party z.Rick Karns review approvers and FOR of project. 03/02/2017 FIRE SPRINKLER z Tom Cooper Fees Fee D escription N otes A in aunt Fire System Plan Review T able 4-1 $100.00 Processing/Technology $25.00 Fire Sprinkler System C om in ecial NFPA 13/13R $1,341.35 Total $1,466.35 Attached Letters Date Letter D escription 05/03/2017 Building Perm Paym alts Date P aid By D escription P aym ant Type A ccepted By A in cant 0V01/2017 W lfe Fire Protection,Inc F ire Review Fee C heck#100266 K ristin Foster $ 100.00 OVO4/2017 W lfe Fire Protection,Inc C heck#100401 K ristin Foster $ 1,366.35 O ttstanding Balance $ 0.00 Notes Date Note C reated By: 03/02/2017 Plans and Specs are available for review at the CED plan review room. 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ITT , C l � 4 0 t 1 �H 1 ` ZOm v� g �r zyh �m z Cp Y m 1 0 0$' "n I �` pz, m 1{ � m z C A C y G 2Nm ' zg vOm _�D F. �`__ N O x� Nz, n n mX L � cp~t 'THIS DOES Nor DEPICT THE ROUTE IN WHI H t 11F"WAT F R I INI.M ROUTED ON SITE,WATERLINE IS ONLY DRAWN IN-THIS toz moo, s MANNOR THIS I'D ENSURE THAT THE HYDRAI II t - z")RRECT AND ALL FRICTION LOSS IS ACCOUNTED FOR 9 170-0 G 3 �m 1T0-0 R FS arc cm, L' NPae °i �m �� b S - �m 110 8y�„ B 9 g > 1m•p 17o-p 'f B 170-0 ------------------ Wolfe Fire Protection JO0 � Stillaguamish Tiribe ICHC �so59 PERMIT NO. -ri 9hW 17321 Tye St. SE #B 5700 172nd Street N.E. CONTRACT NO. op° Monroe, WA 98272 Arlington, WA 98223 APPROVAL—� 6 DRAWN BY CASEY YARDLEY „Q MMM �; CONTRACTOR#:WOLFEFP90060D SCALE AS NOTED 360-794-7926 1DATE:oz/z?2017 -------------- t 1 {. 3 Q) �Z � m ' ae to m ° r. _ °' i�1' , o_- (n g„ - 0 4- 44 _ 9 u! -- -. e 9-6 r 111 _ ' T. dl-a 1 I j u 1 _ 4 ° ` ( r p y 0 } � N 9 t - _ Vti _ ..V t , my , r 0 I _ i _ ra � o - a o- 8�C. 0 s — J. ^� I 2 - I o Yt_ _ �z i Z C� b i m r wZD � 1 7-2 z's �• ��< 'tom �_ NCO �m l r • �- - e.H N - s D z ZI I ( - L ,.-�{ _ v. - ---- a4 p wp i-V- N Nw Nm Po m t I 4-a.. `2 O w n i a o zb o p { - __- _.,� T -- 1 �� s= l. ^ r 7 = 4 s: 3 g my --- O L O F _ _ o �( 'Y ^ o" �°"'Y �p•-y—o '� `; fl-^ ! ,.T _ s:"� i{'_ _ :._T (� 7 'in r m y o 0 o c z� ) ®fie ' mmm _n DOo �� 'd�� � � �o N ° K y, a12 ?o m m G wC:sue ( ti m s w P w m l i q m TO p -------------- # Wolfe Fire Protection Stillaguamish Tiribe ICHC F16059 PERMrr NO. Nd $ 17321 Tye St. SE #B 5700 172nd Street N.E. CONTRACT NO. a• Monroe, WA 98272 ORAwN a CASEY YARDLEY APPROVAL 3 ,; Arlington, WA 98223 ' 5w d CONTRACTOR#:WOLFEFP9006DD SCALE AS NOTpp w L? p N •;L�tl : DATE:02/27/2017 360-794-7926 a ti O 3 �n A A n O O P 2 . YY0 p O Z Z �`/^ i i O r VI V% Z u 3 mxm > rm m / m i aD M t , o ° r cn Sso�, m m m - NN �0 ^nZ�4= _ CDQn DO O — ITm m C)J S ➢ y �� Nm '�.. Z OT2 _ __ �---=�� � s p➢�,m n� =rpm �x � 1' D S2 y t. nA mox`—� Dtmit H >ODAD }�z. X�yn 1 INS- 3 O K ��p e� , CmmD crtl '•,� O m N �pZ �V fJ��A ca m m yyyyNN P mo O� y o S I r yy ;' 1 m m ✓ '1 iA -Ni D ri OA N:. �YmAZ p00 i A O GD w O m ➢D S y m '`,1�uY �11 1; o s _k , b A I o N V ------------ ,tN w_ * 8+ zl m u N } m - t mo 4 J - m 1 _ N _ w 444 1`: --- 01 Ir �i 4 d0m , AN, N _ I � _ [ 5-10 , # f! 4 ....✓--*h'1 �..q.^- 1��+-..;.—„-'`.`"11-L.b -' � •--"G'Y-'_ n m _ itt k � u i tt d. sT 8-0 8-0 Y t :_— ( j; 4 o" _ N 4 ' I � a tC) (MI Wolfe Fire Protection JOB -1-� oo�d Stillaguamish Tiribe ICHC fi oy 17321 Tye St. SE B PERMIT N°. Y # 5700 172nd Street N.E. OONTRACT N°- 9�� Monroe, WA 98272 Arlington, WA 98223 DRAWN ' 9 CALESNOTEDY II v�r m y: CONTRACTOR#:WOLFEFP9006DD wQ 360-794-7926 °ZiZ'i2°" ;s