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20101 67th Ave Ne_BLD3129_2026
CITY OF ARLINGTON 238 N. OLYMPIC AVE- ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:20101 67th Ave NE Permit#:3129 Parcel#:31051400200700 Valuation:8700,00 OWNER APPLICANT CONTRACTOR Name:Gayteway Business Park,LLC Name:Cosco Fire Protection,Inc Name:COSCO FIRE PROTECTION Address:P.O.Box 1727 Address:4308 S 131st PL Address: 10910 177TH PL NE City,State Zip:Bellevue,WA 98009 City,State Zip:Tukwila,WA 98168 City,State 7.ip:KIKKLAND,WA 98033 Phone: Phone:206-438-3360 Phone:206-827-9654 LiC:COSCOFP110NM EXP:01/14/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip. City,State,Zip: Phone: Phone: L1C#: EXP: LIC#: EXP: JOB.DESCRIPTION PERMIT TYPE: Fire Sprinkler CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE.WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION 1S NOT A PERrMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlingtun must be reported on your sales tax return form and coded City of Arlington#3101. , /= ��pwllyr•�pupY Jennifer Bremmeyer 4/30/2020 � � ZO Signature V Print Name Date Released By bate CONDITIONS 1. Permit and set of approved plans to remain on site during installation. 2. Significant deviations from approved plans made during installation shall be required to be resubmitted for review prior to inspections: may include hangers, earthquake bracing, sprinkler locations and pipe re-routing that could impact hydraulic calculations. Failure to submit revisions could result in cancellation of an inspection while a review of an as-built resubmittal is conducted. 3. Cover inspection required. 4. Hydrostatic test required: 200 psi for 2 hours minimum. 5. Any mechanical tee cut-outs shall be tied to sprinkler piping and be visible at time of cover inspection. 6. Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 7. Owner shall be provided with a set of approved plans and associated documents for their files. 8. Call at least 48 hours in advance to schedule inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED,THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 04/30/2020 Fire Sprinkler Permit $300.00 04/30/2020 Processing/Technology Fee $25.00 04/30/2020 Fire System Plan Review $162.34 Total Due: $487.34 Total Payment: S0.00 Balance Due: $487.34 CALL FOR INSPECTIONS BUILDING(360)403-3417 Wheh.,Aing for an inspection please leave the following inforn, a: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon tAA Permit#: 3129 Permit Date: 04/14/20 Project Name: Clearwater Spa Site Address: 20101 67th Ave NE Company/Applicant Name: Cosco Fire Protection, Inc Company/Applicant Address: 4308 S 131st PL City, State, Zip: Tukwila, WA 98168 Contact: Jennifer Bremmeyer Phone: 206-438-3360 Email:jbremmeyer@coscofire.com Permit Type: Fire Sprinkler Valuation: 8700.00 Square Feet: 1978 Number of Stories: 0 Type of Construction: Occupancy Type: Scope of Work: Fire Sprinkler for office area MIC/Opportunity Zone: Permit Issued: Permit Expires: DNU: Status: IN PROCESS Property Parcel# Address Legal Description Owner Name Owner Phone Zoning Gayteway Business 399 Other 31051400200700 20101 67TH AVE NE Park,LLC Miscellaneous Manufacturing NEC Contractors Contractor Primary Contact Phone Address Contractor Type License License COSCO FIRE PROTECTION 206-827-9654 10910 177TH PL NE CONTRACTOR Plan Reviews Date Review Type Description Assigned To Review Status 04/14/2020 Fire Sprinkler Building In Review 04/14/2020 Fire Alarm Fire In Review Uplo-Aded Files Date File Name 04/14/2020 6516434-3129 Plans.pdf 04/14/2020 6516433-3129 Application.pd Y FIRE SPRINK IER PERMIT APPLICATION ��7NG1� 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: ❑ New Fire Sprinkler ❑✓ Fire Sprinkler Add/Alt ❑ Underground Fire Line 20015 67TH AVE NE Project Address: Parcel ID#: Project Valuation: 8700 Number of Heads: 23 Building Area(Sq Ft):1978 Owner: CLEARWATER SPA Phone Number: 206-900-2935 Address: 20015 67TH AVE NE City:ARLINGTON State: W4 Zip Code: 98223 Contact Person:JENNIFER BREMMEYER Phone Number: 206-900-2935 Cell Phone: 206-900-2935 Email: JBREMMEYER@COSCOFIRE.COM Address: 4308 S 131ST P L City:TU KWI LA State: W4 Zip Code:96168 Contractor: COSCO FIRE PROTECTION INC. Phone Number: 206-438-3360 Address: 4308 S 131ST P L City:TU KWI LA State: W4 Zip Code: Contractor's License Number: COSCOFP110NM Expiration:1/04/202 1 Contact Person: JENNIFER BREMMEYER Email:JBREMMEYER@COSCOFIRE.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 roperty will be in accordance with the laws,rules and regulation of the State of Washington. Vim,a�M,M/r/N�..Um.ww [Y�KJ."'V�AC7LAVKI/fAt�HE 04/13/2020 Applicants Signature Date Jennifer A Bremmeyer Print Applicants Name FOR STAFF USE ONLY rmrrven ?Lz) 31?n APR 2020 Permit# A opted By Amount Received Receipt# Date Received WEB Forms—131 Page 1 of 1 6/16LP City of •• • rr Fire Department April 22, 2020 Permit Number: BLD 3129 Project Address: 20101 671h Avenue NE, Arlington Project Description: Fire Sprinkler Plans for Clearwater Spas Office Area Contractor: Cosco Fire Protection, Inc 4308 S 131 st Place Tukwila, WA 98168 Re: Fire Suppression Shop Drawing Review Comments/Approval The Arlington Fire Department has completed a review of the Fire Suppression shop drawing submittal and approves the issuance of the permit with the following conditions: 1. Permit and set of approved plans to remain on site during installation. 2. Significant deviations from approved plans made during installation shall be required to be resubmitted for review prior to inspections: may include hangers, earthquake bracing, sprinkler locations and pipe re- routing that could impact hydraulic calculations. Failure to submit revisions could result in cancellation of an inspection while a review of an as-built resubmittal is conducted. 3. Cover inspection required. 4. Hydrostatic test required: 200 psi for 2 hours minimum. 5. Any mechanical tee cut-outs shall be tied to sprinkler piping and be visible at time of cover inspection. 6. Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 7. Owner shall be provided with a set of approved plans and associated documents for their files. 8. Call at least 48 hours in advance to schedule inspections. Items noted above are conditions on the issued permit and shall be verified as part of the final inspection of the system at project completion. Final approval will not be provided until all conditions are verified. If there are any questions please do not hesitate to call Sincerely, 6.& Mike Makela Assistant Fire Chief Arlington Fire Department ,.,)FFICE COPY O Hydraulic Overview Job Number:25SS8709 mmensommommob Report Description:Light Hazard Job Job Number Design Engineer 25SS8709 Jennifer Bremmeyerr Job Name: PhW FAX Clearwater Spa 206-900-2935 ddress 1 Stale CedigcalloWl-1 a Number 20015 67TH AVE NE coscofp110nm Address 2 ANJ ARLINGTON 98223 Arlington Add—3 Job SilelSuilding System Daruily Are &Appll.lion 0.10gpm/ft, 900ftz(Actual 907ft2) Most Demanding Sprinkler Data Il—Cba— 5.6 K-Factor 14.82 at 7.000 100.00 Coverage Per Sprinkler Number 01 Sprinklers Calculated Number DI SM,M,Calculated 100ft2 13 0 Sy—P—.Da—d Syetam—Demand 69,581 240.77 Total Demand Pressure Result 340 77 @ 69 581 +17.260(19 9%) Supplies Check Point Gauges Node Name Flow m Hose Flow(opm) Static si Residual(psi) Identifier Pressure(osi) K-Factor(K) Flow(opm) i Water Supply 5000.00 10000 87 000 64 000 Clearwater Spa.cad Water Sup ly at Node 1 (5000.00.100 00.87 000,64.000) — - r 10INTITON 90 ktMic Pressure 87.000 ENT 80 70 40.77 89.581 " 5000.00�64.000 ----- 60 •sIJ""-iURIZFD :F) 13Y THE S0 p rn a` 40 yatelll demand curve I 30 OFFI CE CO 20 PY 101L - 0 I 11 1 1 1 1 III I l l l 610QA0800 4750 5700 6650 7600 8550 9500 fI PR 14 2121, Water flow,gpm 0 M.E.P.CAD,Inc. AutoSPRINK 2019 v15 1 19 0 4/11/2020 10:39:43AM Page 1 Hydraulic Summary Job Number:25SS8709 Report Description:Light Hazard Job Job Number Deslgn Engineer 25SS8709 Jennifer Bremmeyerr Slate CerlifcalloNLlcenae Number Clearwater Spa coscofp110nm areeat AHJ 20015 67TH AVE NE Arlington Addra.2 Jib SIWB.AdNg ARLINGTON 98223 Address 3 D...g Nome Clearwater Spa cad System RemoteArea(s) Most Demanding Sprinkler Data Occupancy -t._.i m• 5.6 K-Factor 14.82 at 7.000 Light Hazard H—A"--Al So— Density Area of Application 100.00 0.10gpm/ft2 900ft2(Actual 907ft2) Additional Hose Supplies Number Of Sprinklers Celculeled Number OI Nolles Calculated Coverage Per Sprinkler ode Flow m 13 0 100ft2 AaluPaak Results:Pressure For Remote Areas)Adjacent To Most Remote Area Left:69.581 Right:69.581 Total Hose Streams 100.00 System Flow Demand Total Water Requlred(Including Hose Allowance) 240.77 340.77 Maximum Pressure Unbalance In Loops 0.000 Mexlmum Velocity Above Ground 32.94 between nodes 25 and 24 ueavn Velocity Under Ground 1.40 between nodes 1 and 2 Volume capacity of Ml Pipes Volume capacity of Dry Pipes 4735.83gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gom) (psi) (psi) °e (gpm) (psi) @ ( pm) (psi) (psi) 1 Water Supply 100.00 87.000 64 000 5000.00 86 840 34077 69.581 17.260 Contractor Contractor Number Contact Name Contact Title COSCOFP110NM JENNIFER BREMMEYER DESIGNER Name of Contactor: Ph— 'COSCO FIRE PROTECTION INC 206-900-2935 ,ltlress7 FAX ' 4308 S 131ST PL Address 2 Email TUKWILA WA 98168 JBREMMEYER@COSCOFIRE.COM Address 3 Web-Site 0 M.E.P.CAD,Inc. ffl AutoSPRINK 2019 v15.1.19.0 4/11/2020 10:39:45AM Page 2 Hydraulic Graph Job Number:25SS8709 Report Des ri lion:Light Hazer Water Supply at Node 1 100 - - - 90 Static Pressure 87.000 80 70 40.77i@ 69581 340.77 with hose streams 5000.00 64.000 60 - N a 50 uNi a a 40 S istem demand curve 30 20 - 10 0 %50 1900 2850 3800 4750 5700 6650 7600 8550 9500 Water flow,gpm NraoPrc awr. - Water Supply at Node 1 &.W.P..N 87.000 Reeldual:Pressure 64.000 @ 5000.00 �vaaW PaHure N):ma of TaN 86-840 @ 340.77 sym.m N- 69.581 @ 240.77 N M—M Q.Uing Moss abwence el sown) 69.581 @ 340.77 &©M.E.P.CAD,Inc. AutoSPRINK 2019 v15 1 19 0 4/11/2020 10:39:47AM Page 3 1111 I Summary Of Ouiflowing De% s Jab Number:25SS8709 Report Description:Light Hazard Actual Flow Minimum Flow K-Factor Pressure Device m I m K (psi) S rinkler 101 17.58 10-00 5.6 9.859 Sprinkle 102 14.98 10.00 5.6 7.158 Spirinkler 103 18.69 10.00 5.6 11.144 4'> S rinkter 104 14.82 10.00 6.6 7.000 Sprinkler 105 21.39 10.00 5.6 14.591 Sprinkler 106 24.47 10.00 5.6 19.089 Sprinkler 107 15.16 10.00 5.6 7.330 Sprinkler 108 17.67 10.00 5.6 9.953 Sprinkler 109 15.21 10.00 5.6 7.375 Sprinkler 110 19.19 10.00 5.6 11.739 Sprinkler 111 21.46 10.00 5.6 14.690 Sprinkler 112 15.60 10.00 5.6 7.762 Sprinkler 113 24.55 10.00 5.6 19.216 b Most Demanding Sprinkler Data ©M.E.P.CAD.Inc. AutoSPRINK 2019 v1 5.1.19.0 4/11/2020 10:39:48AM Page u9 Node Analysis Job Number:25SS8709 Report Descri tion:Light Hazerd Node Elevation Foot Fittinas Pressure si Dischar e m 1 0'-0 S 69.581 240.77 101 9'-0 S r-9.859,fd 21'-0 9.859 17.58 \ 102 9'-0 S r-7.158 fd 21'-0 7.158 14.98 103 9'-0 S r-11.144,fd 24'-0 11.144 18.69 104 9'-0 S r-7.000 fd 24'-0 7.000 14.82 105 8'-0 S r-14.591 fd 21'-0 14.591 21.39 106 8'-0 S r-19.089,fd 21'-0 19.089 24.47 107 9'-0 S r-7.330 fd 21'-0 7.330 15.16 108 9'-0 S r-9.953 fd 21'-0 9.953 17.67 109 9'-0 S r-7.375 fd 21'-0 7.375 15.21 110 8'-0 S r-11.739 fd 21'-0 11.739 19.19 111 8'-0 S r-14.690,fd 21'-0 14.690 21.46 112 9'-0 S r-7.762,fd 21'-0 7.762 15.60 113 8'-0 S r-19.216.fd 21'-0 19.216 24.55 2 0'-0 69.467 3 2'-9'/s fE 15'-3 68.257 4 2'-9'/Y PO 37'-8'/z 68.243 5 12'-1 PO 5'-0 11.876 6 12'-1 PO 5'-0 8.315 7 12'-1 PO 5'-0 13.904 8 12'-1 PO 5'-0 8.331 9 12'-1 PO 5'-0 17.784 10 12'-1 PO 5'-0 23.682 11 12'-1 PO 5'-0 8.542 12 12'-1 PO 5'-0 11.998 13 12'-1 PO 5'-0 8.603 14 12'-1 PO 5'-0 14.029 15 12'-1 PO 5'-0 17.913 16 20'-0Yz E 9'-5 60.029 17 12'-1 PO 5'-0 9.114 18 12'-1 PO 5'-0 23.848 20 12'-1 PO11'-3% 13.240 21 22'-9% PO 13'-7'/s,mecT 13'-7'/z,C 13'-7'/Z 49.869 22 12'-1 PO11'-3'/z 15.423 23 12'-1 I PO11'-3%z 19.649 24 12'-1 1 PO11'-3% 26.021 �Ny©M.E.P.CAD,Inc. AutoSPRINK 2019 v15.1.19.0 4/11/2020 10:39:49AM Page 5 Hydraulic Analysis -� Job Number:25SS8709 Report Description:Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length 60•••••Route 1..... 1.0490 14.82 5.50 120 0.074703 2'-8 Pf 2.665 104 9'-0 14.82 5.6 7,000 Sprinkler, 33'-0 Pe -1.334 8 12'-1 8.331 2E(2'-O),PO(5'-0),fd(24'-0) 35-8 Pv BL 1.7280 29.80 4.08 120 0.023937 8'-10 Pf 0.211 8 12'-1 14.98 8.331 Flow(q)from Route 2 Pe 11 12'-1 8.542 8'-10 IPv BL 1.7280 44.96 6.15 120 0.05123 V-2 Pf 0 061 11 12'-1 15.16 8.542 Flow(q)from Route 3 Pe 13 12'-1 8.603 V-2 IPv 81. 1.7280 60.17 8.23 120 0.087829 5'-10 Pf 0.511 13 12'-1 15.21 8.603 Flow(q)from Route 4 Pe 17 12'-1 9.114 5'-10 IPv DL 1.7280 75.77 10.37 120 0.134550 19'-41/z Pf 4.127 17 12'-1 15.60 9.114 Flow(q)from Route 5 1V-31/z Pe 20 12'-1 13.240 PO(11'-31/z) 30'-8 Pv CIM 1.7280 111.02 15.19 120 0.272780 8'-0 Pf 2182 20 12'-1 35.25 13.240 Flow(q)from Route 6 Pe 22 12'-1 15.423 8'-0 Pv CM 1.7280 148.90 20.37 120 0.469547 9'-0 Pf 4 226 22 12'-1 37.88 15.423 Flow(q)from Route 8 Pe -0.000 23 12'-1 19.649 9'-0 Pv M 1.7280 191 76 26.23 120 0.749724 87 6 Pf 6 373 23 12'-1 42.85 19,649 Flow(q)from Route 10 Pe 24 12'-1 26.021 8'-6 Pv CM 1.7280 240.77 32.94 120 1.142310 3'-0 Pf 3.405 24 12'-1 49.02 26.021 Flow(q)from Route 12 Pe 25 12'-1 29.426 3'-0 Pv r27 2,2030 240.77 20.27 2 0350059 17'-1Yz Pf 25.085 12-1 29.426 54'-6Yz Pe -4642 1 22'-91/z 49.869 2E(6'-10),PO(13'-71/2),mecT(13' 7V-8 'Pv 1 -7'h),C(13'-7%) M 3.2600 240.77 9.26 120 0.051910 143'-21/z Pf 8.968 21 22'-91/z 49.869 29'-7 Pe 1 192 16 20'-01/z 60.029 PO(20'-2),E(9'-5) 172'-9 IPv CM 6.3570 240.77 2.43 120 0.002008 250'-9Yz Pf 0.736 16 20'-0Yz 60.029 116-8 Pe 7.478 4 2'-91/s 68.243 2fE(12'-7),CV(40'-3),BV(12'-7), 366'-51/z'Pv PO(37'-8Yz) CM 8.2490 240,77 1.45 120 0.000565 9'-8Yz Pf 0 014 4 2'-91/2 68.243 15'-3 Pe 3 2'-9Yz 68.257 BFP,fE(15'-3) 24'-111/z Pv RN 7.9810 240.77 1.54 120 0.000663 2'-9Yz Pf 0.002 3 2'-9Yz 68.257 Pe 1208 2 0'-0 69.467 2'-9YZ Pv UG 8,3900 240,77 1.40 140 0.000391 230'-0 Pf 0.114 2 0'-0 69.467 61'-1 Pe 1 0'-0 69.581 2E(30'-6Yz).S 291'-1 Pv 100.00 Hose Allowance At Source 1 340.77 ..•••••Route 2•• BL. 1.0490 14.98 5.56 120 0.076258 2'-8 Pf 2.491 102 9'-0 14.98 5.6 7.158 Sprinkler, 30'-0 Pe -1 334 6 12'-1 8,315 2E(2'-0),POW-0),fd(21'-0) 32'-8 Pv BL 1.7280 14.98 205 120 0.006709 2'-5Yz Pf 0.017 6 12'-1 8.315 Pe 8 12'-1 8 331 2'-5Yz Pv -+•.•••Route 3••.•• AO 1 0490 15.16 5.63 120 0.077953 2'-8 Pf 2.546 107 9'-0 15.16 5.6 7.330 Sprinkler, 30'-0 Pe -1 334 11 12'-1 8.542 2E(2'-0),PO(5'-O),fd(21'-0) 32'-8 Pv s•••••Route 4•• •• 1O 1.0490 15:21 5.65 120 0.078399 2'-8 Pf 2.562 109 9'-0 15.21 5.6 7.375 Sprinkler, 30,-0 Pe -1.334 13 12'-1 8.603 2E(2'-0).PO(5'-0),fd(21'-0) 32-8 Pv -0.....Route 5••••• &@ M.E.P.CAD,Inc. JjAutoSPRINK 2019 05.1.19.0 4/11/2020 10:39:51AM Page 6 I Hydraulic Analysis , � Job Number:25SS8709 Re Descri lion:Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length AU 1,0490 15,60 6.79 120 0.082200 2'-8 Pf 2.685 12 9'-0 15.60 5.6 7.762 Sprinkler, 30'-0 Pe -1,334 17 12'-1 9.114 2E(2'-O),PO(V-0),fd(21'-0) 32'-8 Pv ••••••Route 6••••• AO 1 0490 17.58 6.53 120 0.102551 2'-8 Pf 3.351 101 9'-0 17.58 5.6 9,859 Sprinkler, 30'-0 Pe -1.334 5 12'-1 11.876 2E(2'-0),PO(5'-0),fd(21'-0) 32'-8 1Pv BL 1 72-80 17.58 2.41 120 0.009021 13'-6'/2 Pf 0.122 5 12'-1 11.876 Pe 12 12'-1 11.998 13'-6'/z IPv BL 1.7280 35.25 4.82 120 0.032665 32'-4'/z Pf 1.242 12 12'-1 17.67 11.998 Flow(q)from Route 7 5'-7Y: Pe 20 12'-1 13.240 E(5'-7'/z) 38'-0'/2 Pv 40•••••R0ute7••••- AO 1.0490 17.6756 120 0.103450 2'-8 Pf 3.379 108 9'-0 17.67 5.6 9.953 Sprinkler, 30'-0 Pe -1.334 12 12'-1 11.998 2E(2'-O),PO 5'-0,fd(21'-0) 32,-8 Pv AO 1,0490 18.69 6,94 120 0.114848 2'-8 Pf 4.095 103 9'-0 18.69 5.6 11.144 Sprinkler, 33'-0 Pe -1.334 7 12'-1 13.904 2E(2'-O),PO(5'-0),fd(24'-0) 35'-8 iPv BL 1.7280 18.69 2.56 120 0.010103 12'-4 Pf 0.124 7 12'-1 13.904 Pe 14 12'-1 14.029 12'-4 'Pv BL 1.7280 37.88 5.18 120 0.037316 26'-1�Pf 1.394 14 12'-1 19.19 14.029 Flow(q)from Route 9 1l'-3Y: Pe 22 12'-1 15.423 PO(11'-3'/z) 37'-4 Pv �•••••Route 9••••- AO 1.0490 19.19 7.12 120 0,120512 3'-8 Pf 4.057 110 8'-0 19.19 5.6 11.739 Sprinkler, 30'-0 Pe -1.767 14 12'-1 14.029 2E(2'-O),PO(5'-O),fd(21'-O) 33'-8 Pv ••••••Route 10•••• 1,0490 21.39 7.94 120 0.147370 3'-8 Pf 4.961 105 8'-0 21.39 5.6 14.591 Sprinkler, 30'-0 Pe -1 767 9 12'-1 17.784 2E(2'-O),PO(5'-0),fd(21'-0) 33'-8 Pv BL 1.7280 21.39 2.93 120 0.012964 9'-ll Pf 0.129 9 12'-1 17.784 Pe 15 12'-1 17.913 9'-11 Pv BL 1.7280 42.85 5.86 120 0.046882 25'-9 Pf 1 736 15 12'-1 21.46 17.913 Flow(q)from Route 11 1 V-3'% Pe -0.000 23 12'-1 19.649 PO(lV-3'/z) 37'-0Yz Pv -+• ••Route 11....• AO 1.0490 21.46 7.97 120 0.148292 3'-8 Pf 4 990 `111 8'-0 21.46 5.6 14.690 Sprinkler, 30'-0 Pe -1.767 15 12'-1 17.913 2E(2'-0),PO(5'-0),fd(21'-0) 33'-8 Pv w•••••Route 12••••• AO 1.0490 24.47 9.08 120 0,188951 3'-8 Pf 6.360 106 8'-0 24.47 5.6 19.089 Sprinkler, 30'-0 Pe -1.767 10 12'-1 23.682 2E(2'-0),PO(5'-0),fd(21'-O) 33'-8 Pv BL 1.7280 24.47 3.35 120 0.016622 10'-0 Pf 0.166 10 12'-1 23.682 Pe 18 12'-1 23.848 10'-0 Pv BL 1,7280 49.02 6.71 120 0.060107 24'-10% Pf 2.173 18 12'-1 24.55 23.848 Flow(q)from Route 13 l l'-3% Pe -0 000 24 12'-1 26.021 PO ll'-3'/z 36'-2 Pv ep•••••Route 13••••• AO 1.0490 24.55 9.11 120 0,190114 3'-8 Pf 6.399 113 8'-0 24.55 5.6 19.216 Sprinkler, 30'-0 Pe -1 767 18 12'-1 23.848 2E(2'-O),PO(5'-0),fd(21'-O) 33'-8 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) k C Value Multiplier Actual Inside Diameter 487( Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) Factor Multiplying Factor 0,713 1A6 1.33 151 0 M.E-P-CAD,Inc Na AutoSPRINK 2019 vl5.1 19 0 4/11/2020 10:39:51AM Page 7 11 :::j Hydraulic Analysis Job Number:25SS8709 Report Description Light Hazard Pipe Type_ Diameter Flow Velocity_ HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend Ap Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain BaIV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90' FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DeIV Deluge Valve Pt Total pressure at a point in a pipe SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45'Elbow Pe Pressure due to elevation difference between indicated Eel 11'Y4'Elbow points Ee2 22'/z Elbow Pv Velocity pressure at a point in a pipe f Flow Device Id Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �y 0 M.E.P CAD,Inc AutoSPRINK 2019 vl5.1.19.0 4/11/2020 10:39:51AM Page 8 Flow Diagram (Top View) —� Job Number:25SS8709 Report Description:Light Hazard Do Up �— 0 M.E.P.CAD,Inc. AutoSPRINK 2019 05.1.19.0 4/11/2020 10:39:52AM Page s • see* * * . cosco 0 00 0 'a a • '9 ' Fire Protection FIRE PROTECTION MATERIAL SUBMITTAL CLEARWATER SPA 20015 67TH AVE NE ARLINGTON, WA. 98223 Fire Protection Contractor Cosco Fire Protection 4308 South 1315t PI. Tukwila, Washington 98168 (206) 438-3360 Fax: (206) 438-3356 JOB # 25SS8709 CITY OF ARLINGTON BUILDING DEPARTMENT APPROVED COPY OFFICE DATE 4 20 BY NO CHANGES AUTHORIZED Received UNLESS APPROVED.BY THE BUILDING INSPECTOR APR 14 2020 . 000000 . • • • •• • • • cosco ' 09000 ,0 Fire Protection TABLE OF CONTENTS SECTIONS PAGES 1. PIPE AND FITTINGS a. Schedule 40 4 b. Threaded Fittings 5 - 10 c. VICFLEX AH2 Hose 11 - 34 2. SPRINKLER HEADS a. Viking VK302 1/2" Pendent QR 1559 5.6k 36-40 3. HANGERS a. STRUT BRACKET 42 b. END OF LINE RESTRAINTS 43-46 c. RING HANGER 47 d. ALL THREAD ROD 48 � . : : :: : : � COSCO ' • • •• • • ' Fire Protection SECTION 1. PIPE AND FITTINGS J Fire SpriAkler Pipe Schedule 10 and Schodulo 40 _ Submittal Data Sheet I #, �X qu FM Approved and Fully Listed Sprinkler Pipe SCHEDULE 10 SPECIFICATIONS Wheatland's Schedule 10 and Schedule 40 steel fire sprinkler pipe is FM Approved and UL, NOMINAL NOMINAL C-UL and FM Listed. NPS NOM OD NOM ID WALL WEIGHT UL PIECES In. mm In. mm In. mm Ibs./ft. kg/m CRR* Lift Approvals and Specifications Both products meet or exceed 11/4 1.660 42.2 1.442 36.6 109 2.77 181 2.69 7.3 61 the following standards: , 1/z 1.900 48.3 1.662 427 109 2.77 2.09 3.11 5.9 61 • ASTM A135,Type E, Grade A(Schedule 10) 2 2.375 60.3 2.157 54.0 .109 2.77 2.64 3-93 4.7 37 • ASTM A795,Type E, Grade A(Schedule 40) 21/z 2.875 73.0 2.635 66.9 .120 3.05 3.53 526 3.5 30 • NFPA 13 3 3.500 88.9 3.260 82.8 .120 3,05 4.34 6.46 2.6 19 Manufacturing Protocols Schedule 10 and Schedule 40 are subjected 4 4.500 114.3 4.260 108.2 .120 3.05 5.62 0.37 1.6 19 to the toughest possible testing protocols to 5 5.563 141.3 5.295 134.5 .134 340 7.78 11.58 15 13 ensure the highest quality and long-lasting performance. 6 6.625 168.3 6.357 161.5 134 3.40 9.30 13.85 1.0 10 6 8.625 2191 8.249 209.5 .188 478 16.96 2526 21 7 Finishes and Coatings All Wheatland black steel fire sprinkler pipe 'Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category V/ZY. •The CRR Is a ratio value used to measure the ability of a pipe to withstand corrosion. up to 6" receives a proprietary mill coating to Threaded Schedule 40 steel pipe Is used as the benchmark(value of 1.0). ensure a clean,corrosion-resistant surface that outperforms and outlasts standard lacquer coatings.This coating allows the pipe to be SCHEDULE 40 SPECIFICATIOP easily painted,without special preparation. Schedule 10 and Schedule 40 can be ordered in NOMINAL NOMINAL black,or with hot-dip galvanizing,to meet NPS NOM OD NOM ID WALL WEIGHT UL PIECES FM/UL requirements for dry systems that meet In. mm In. mm In. mm Ibs./ft. kg/m CRR* Lift the zinc coating specifications of ASTM A795 Or A.D.5.All 791-leatlano galvanizea material is also UL Listed. 11/4 1.660 42.2 1.380 35.1 .140 356 2.27 3.39 1.00 51 Product Marking 11/z 1.900 48.3 1.610 40.9 .145 3.68 2.72 4.05 1.00 44 Each length of Wheatland fire sprinkler 2 2.375 60.3 2.067 525 154 3.91 3.66 5.45 1.00 30 pipe is continuously stenciled to show the manufacturer,type of pipe,grade,size 'Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category V/ZY. and length. Barcoding is acceptable as a 'The CRR Is a ratio value used to measure the ability of a pipe to withstand corrosion. supplementary Identification method. Threaded Schedule 40 steel pipe is used as the benchmark(value of 1.0). & C UL FM APPROVED SUBMITTAL INFORMATION A PROJECT: CONTRACTOR: DATE: ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: ❑ BLACK L l HOT-DIP GALVANIZED W FS-051516 700 South Dock Street info@wheatland.com Sharon,PA 16146 wheatland.com Wheatland Tube P 800.257.8182 Follow u5 on Twitter: A DIVISION OF ZEKELMAN INDUSTRIES F 72,1.3,16.7260 (aWheatlandTube SPF/taN:10 DUCTILE ..40N THREADED FITTII, CIS FIG. 3201 90° Elbow I I I I 1 Celts <FM > q 1 USTE0 APPROVED 1 1 For isit o gs/ebsite at Details and tl oomlor visil our website a[www.anvilintl com or mnlact an AnviP Sales Representative FIGURE 3201 900 ELBOW MATERIALtl Nominal Size Maximum Dimension A Approx.Wt.Each Dimensions: ASME B 16.3 Working Pressure♦ In.(MM) PSI(kft In.(MM) Lbs.(kg) Material: ASTM A536 Grade 65-45-12 1 500 1.50 0.62 Finish: Black 20 3450 38-10 0.28 11/a 500 1.75 0.90 Threads: NPT per ASME B1.20.1 32 3450 44.45 041 Agency Approvals: All ductile iron threaded fittings are It/� 1. 40 300 494 41 0 49. 0.20 UL/ULC Listed and FM Approved. 2 500 2.25 1.85 50 3450 57.15 0.84 NOTICE:Ductile iron fittings have higher tensile strength than that of steel pipe. ♦-Working Pressure Ratings are for reference only and based on Sch.AO pipe.For the Therefore,over tightening can cause damage to pipe threads which may cause latest UL/ULC,and FM pressure ratings versus pipe schedule,please visit onvilintl.com or leakage.Ductile iron fittings should be tightened approximately three turns beyond contact your local Anvil Representative. hand tight,but no more than four turns. PROJECT INFORMATION APPROVAL 1 Project: []Approved Address: ❑Approved as noted Contractor: ❑Not approved jineer: Remarks: Submittal Date: Notes 1: Notes 2: SPHDI-1.15 SPF/Atwa: MALLEA .LE IRON THREADED Fb . TINGS WYVI Class 150 (Standard) FIG. 3105R Reducing Tee 2 - B 3 A uSTED APPROVED For Lislings/Approval Details and Urnilalions, 1 visit our websile at www.anvilinll.00m or for contact an Anvil°Sales Representative. C-► 1 x2x3 FIGURE 3105R REDUCING TEE MATERIAL SPECIFICATIONS Nominal Size Dimensions Approx. 1 2 3 A B C Wt.Each Dimensions: Fittings: ASME B16.3 In.(mm) In.(mm) In.(mm) In.(mm) lbs.(kg) Unions: ASME B16.39 'A4 0.97 0.97 0.98 0.24 Bushings/Plugs: ASME B16.14 8 24.64 24.64 24.89 0.11 Material: ASTM, A-197 '/8 1.04 1.04 1.03 0.27 '/2 '/2 10 2642 26.42 1 26.16 012 Finish: Black or Hot Dip Galvanized per ASTM 15 15 '/4 1.22 1.22 1.20 0.37 A153 Class A 20 30.99 3099 30.40 0.17 Threads*: NPT per ASME B1.20.1 1 1.36 1.36 1.26 0.49 25 3454 34.54 32.00 0.22 Pressure Ratings: Fittings: ASME B16.3 '/2 1.20 1.12 1.22 0.38 Unions: ASME B16.39 1/2 15 3048 2616 2845 017 Bushings/Plugs: ASME B16.14 1s 'A 1.31 1.22 1.31 0.45 I/4 1.05 1.05 1.08 0.36 through wall porosity using an air under water process. 1/4 8 26.67 26.67 27.43 0.16 20 '/8 1.12 1.12 1.13 U.39 Agency Approvals: All malleablo iron fittings and unions '/4 10 28.45 28.45 28.70 0.18 are UL/ULC Listed and FM Approved. 20 '/2 1.20 1.20 1.22 0.43 15 3048 30.48 30.99 0.20 * British Standard threading per BS 21 available upon request. 1 1.45 1.45 1.37 0.62 25 3683 36.83 2845 0.28 'A 1 1.50 1.18 1.50 0.63 8 25 38.10 2997 38.10 0.29 '/2 1.26 1.12 1.36 0.48 1 15 3200 2845 3454 0.22 25 '/2 '/a 1.37 1.22 1.45 0.56 15 20 3480 28.45 34.54 025 1 1.50 1.36 1.50 0.67 25 38.10 34.54 3810 0.30 PROJECT INFORMATION APPROVAL 3Tt Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/MI-1.15 SPF/ANVIL' MALLEA6..E IRON THREADED F11 INGS 0�Nvi Class 150 (Standard) FIG. 3105R Reducing Tee 2 B 3 FIGURE 3105R - REDUCING TEE A Nominal Size Dimensions Approx. 1 2 3 A B ( Wt.Each 1 In.(mm) In.(mm) In.(mm) In.(mm) L6s.(kg) C 1 x 2 x 3 1/81.26 1.26 1.44 0.78 10 3200 32.00 3658 03 '/2 1.34 1.34 1.53 0.84 FIGURE 3105111 - REDUCING TEE 15 34.04 34.04 38.86 0.38 Nominal Size Dimensions Approx. '/a 1.45 1.45 1.62 0.921'/a 1'/a 20 36.83 36.83 41.15 0.42 1 2 3 A B C Wt.Each 32 32 1 1.58 1.58 1.67 1.04 In.(mm) In.(mm) In.(mm) In.(mm) lbs.(kg) 25 40.13 40.13 42.42 0.47 '/2 1.26 1.20 1.36 0.53 1'/z 1.88 1.88 1.82 1.34 15 32.00 30.48 34.54 0.24 40 47.15 47.75 46.23 0.61 3/a 1/4 1.37 1.31 1.45 0.61 2 2.10 2.10 1.90 1.65 20 20 34.80 33.27 36.83 0.28 50 5334 5334 48.16 0.75 1 1.50 1.45 1.50 0.71 '/2 1'/2 1.94 1.66 1.94 1.24 25 38.10 3683 38.10 0-32 15 40 49.28 42.16 49.28 0.56 '/s 1.18 1.18 1.27 0.57 '/4 1.50 1.26 1.69 0.86 10 29.97 29.91 32.26 0.26 '/a 10 38.10 32.00 42.93 0.39 1 '/2 1.26 1.26 1.36 0.62 20 1'/2 1.94 1.75 1.94 1.29 25 15 32.00 32.00 34.54 0.28 40 49.28 44.45 4928 0.59 '/a 1.37 1.37 1.45 0.69 1 1.65 1.50 1.80 1.08 1 20 28.45 28.45 36.83 0.31 25 41.91 38.10 45.72 0.49 25 1'A 1.67 1.67 1.58 0.94 1 1'/a 1.82 1.67 1.88 1.23 32 42.42 42.42 4013 0.43 25 32 46.23 42.42 47.75 0.56 1'/2 1.80 1.80 1.65 1.07 1'/2 1.94 1.80 1.94 1.35 40 45.72 45.72 41.91 0.49 40 49.28 45.72 4928 0.61 2 2.02 2.02 1.73 1.45 3/4 1.52 1.45 1.75 1.04 50 51.31 51.31 43.94 0.66 20 38.61 36 83 44.45 0.47 1 1.58 1.36 1.67 0.82 1 1.65 1.58 1.80 1.17 '/2 25 40.13 34.54 42.42 0.37 11/2 25 41.91 40-13 4572 0.53 15 1'A 1.75 1.53 1.75 0.95 40 1'/a 1'A 1.82 1.75 1.88 1.32 32 44.45 38.86 44.45 0.43 32 31 46.23 44.45 41.75 0.60 '/a 1.45 1.31 1.62 0.75 1'/2 1.94 1.88 1.94 1.45 20 36.83 33.27 41.15 0.34 40 49.28 47.75 49.28 0.66 '/a 1 1.58 1.45 1.67 0.87 2 2.10 2.10 1.90 1.82 20 25 40.13 36.83 42.42 0.39 50 5334 5334 48.26 0.83 1'/a 1'/a 1.75 1.62 1.75 1.00 '/2 1.41 1.41 1.66 1.04 31 32 4445 41.15 44.45 0.45 15 35.81 35.81 42 16 0.47 '/2 1.34 1.26 1.53 0.74 '/a 1.52 1.52 1.75 1.14 15 34.04 32.00 38.86 0.34 10 38.61 38.61 44.45 0.52 '/a 1.45 1.37 1.62 0.82 1'/2 1 1.65 1.65 1.80 1.27 1 20 36.83 28.45 41.15 0.37 40 25 41.91 4191 4572 0.58 25 1 1.58 1.50 1.67 0.94 1'A 1.82 1.82 1.88 1.43 25 40.13 3810 4242 0.43 32 4623 46.23 47.75 0.65 1'A 1.75 1.67 1.75 1.08 2 2.16 2.16 2.02 1.89 32 44.45 4242 44.45 0.49 50 5486 54.86 51.31 086 SPF/MI-1.15 9PF�F1NVtL' MALLE�„ LE IRON THREADED F. . TINGS ("lass v'v tofican�iar�ij FIG. 3105R Reducing Tee 2 R 3 A LQ� , 1 1 x 2 x 3 FIGURE 3105R - REDUCING TEE FIGURE 3105R - REDUCING TEE Nominal Size Dimensions72��.25 7Approx. Nominal Size Dimensions Approx. 1 2 3 A B 1 2 3 A B ( Wt.Each In.(mm) In.(mm) In.(mm) M.(mm) In.(mm) In.(mm) In.(mm) lbs.(kg) 1/2 2 2.25 1.88 1.89 '/a 1.74 1.74 2.32 2.67 15 50 57.15 47.75 0.86 20 44.20 44.10 58,93 121 '/a 2 2.25 1.97 2.25 1.93 1 1.87 1.87 2.37 2.84 20 50 57.15 5004 57.15 0.88 25 1 47.50 4750 6020 129 1 1.81 1.75 1.87 1.39 2'/2 21/2 1'A 2.04 2.04 2.45 3.09 1 15 45.91 44.45 47.50 063 65 65 32 51.82 51.82 62.23 140 25 2 2.25 2.02 2.25 2.00 1'/2 2.16 2.16 2.51 3.29 50 57.15 51.31 57.15 091 40 54.86 5486 63.75 149 1'A 1.90 1.75 2.10 1.64 2 2.39 2.39 2.60 3.65 32 48.26 44.45 53.34 0.74 50 60.71 60.71 6604 1.66 32 40 5131 4775 54.86 0.82 50 50 64.01 5715 73.41 176 2 2.25 2.10 2.25 2.09 '/a 1.87 1.87 2.61 3.72 50 57.15 5 3.344 57.15 0.95 20 47.50 47.50 6629 1.69 1 1.73 1.65 2.02 1.57 1 2.00 2.00 2.66 3.96 15 1 43.94 41.91 51.31 0.71 25 50.80 50.80 67.56 1.80 2 1'A 1.90 1.82 2.10 1.71 3 1'/a 2.17 2.17 2.74 4.23 50 1'/2 32 48.26 46.23 53.34 0.78 80 3 32 55.12 55.12 69.60 1.92 40 1'/2 2.02 1.94 2.16 1.88 80 1'/2 2.29 2.29 2.80 4.45 40 51.31 49.28 54.86 0.85 40 58.17 58.17 71.12 2.02 2 2.25 2.16 2.25 2.21 2 2.52 2.52 2.89 4.90 50 57.15 54.86 57.15 1.00 50 64.01 64.01 73.41 2.22 '/2 1.49 1.49 1.88 1.53 2'/2 2.83 2.83 2.99 5.69 15 3785 3785 4775 0.69 65 11.88 71.88 75.95 2.58 '/a 1.60 1.60 1.97 1.63 2 2.74 2.74 3.41 7.52 20 4064 4064 50.04 0.74 50 6960 69.60 8661 3.41 1 1.73 1.73 2.02 1.78 4 4 2'/2 3.05 3.05 3.51 8.51 2 15 43.94 43.94 51.31 0.81 100 100 65 77.47 7747 8915 3.86 50 1'A 1.90 1.90 2.10 1.97 3 3.30 3.30 3.60 9.25 32 48.26 48.26 53.34 0.89 80 83.82 83.82 91.44 420 1'/2 2.02 2.02 2.16 2.12 40 5131 51.31 54.86 0.96 2'/2 2.60 2.60 2.39 3.15 65 66.04 66.04 6071 1.43 CsF-F:/RN:v�'L: DUCTILE _,SON THREADED FITTII FIG. 3221R Reducing Coupling C&S <a> A .._„ USTED APPROVED For Listings/Approval Details and Limilations, visit our websile at www anvilinll.com or contact an Anvil°Sales Representative.1 iFIGURE • - REDUCING COUPLING MATERIAL SPECIFICATIONS Nominal Size Maximum Dimension A Approx.Wt.Each Dimensions: ASME B 16.3 Working Pressure In.(mm) PSI(M) In.(mm) L6s.(kg) Material: ASTM A536 Grade 65-45-12 1 xl/z 500 1.69 0.39 Finish: Black 25 x 15 3450 4292 018 1 x3/4 500 1.69 0,53 Threads: NPT per ASME B1 .20.1 25 x 20 3450 42.92 L 0.24 Agency Approvals: All ductile iron threaded fittings are ♦—Working Pressure Ratings are for reference only and based on Sch.AO pipe.For the UL/U LC Listed and FM Approved. latest UL/ULC,and FM pressure ratings versus pipe schedule,please visit anvilintl.com or pp contact your local Anvil Representative. NOTICE:Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore,over tightening can cause damage to pipe threads which may cause leakage.Ductile iron fittings should be tightened approximately three turns beyond hand tight,but no more than four turns. PROJECT INFORMATION APPROVAL STAMP Project: []Approved Address: ❑Approved as noted Contractor: ❑Not approved gineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/DI-1.15 SPF/RNVIL' d�`V/�111VIL MALLEJ,,LE IRON THREADED F'., TINGS �,` glass 150 t"Standardj FIG. 3124 Cap s c@US <S> A LISTED APPROVED w For Listings/Approval Dahlia and Llmilal vial)our webstle ett www.anvlllntl.com or ar contact an AnviP Sales Representative. ■ CAP MATERIAL SPECIFICATIOWS Nominal Size Dimension A Approx.Wt.Each Dimensions: Fittings: ASME B16.3 In.(MM) In.(MM) tbs.ft) Unions: ASME B 16.39 '/8A 0.53 0.03 Bushings/Plugs: ASME B16.14 6 13.46 0.01 Material: ASTM A-197 'AA 0.63 0.05 8 16.00 002 Finish: Black or Hot Dip Galvanized per ASTM %A 0.74 0.07 Al53 Class A %0 0.87 0.11 Threads*: NPT per ASME B1.20.1 15 22.10 0.05 Pressure Ratings: Fittings: ASME B16.3 3/a 0.97 0.18 Unions: ASME B16.39 20 8 24.64 0.0 1 1. 6 0. Bushings/Plugs: ASME B16.14 25 29.46 0.14 i �' 32 32.51 0.20 through wall porosity using an air under water process. 1'/z 1.33 0.55 Agency Approvals: All malleable iron fittings and unions 40 33.18 0.25 are UL/ULC Listed and FM Approved, 2 1.45 0.85 50 3683 0.39 * British Standard threadingrequest. 2'/z 1.70 1.49 Per BS 21 available upon 65 43.18 068 3 1.80 2.20 80 45.72 1.00 3'/z 1.90 3.02 90 4826 1,37 4 2.08 3.79 100 5283 172 6 2.55 8.77 150 6477 3 98 ♦-Supplied in Sleel only(Black and Galvanized). PROJECT1 ' ' 1 APPROVAL ' Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPHMI-1.15 Victaulic° Vic-FIexTm _ inkler Fittings _..'Ataul;c° Series AH2 and AH2-CC Braided Flexible Hoses 10.85 f lex- Series AH2 Series AH2-CC 1.0 PRODUCT DESCRIPTION Available Sizes by Component • Series AH2 Braided Hose: 31, 36, 48, 60, 727790, 914, 1219, 1525, 1830 mm. Note: length includes adapter nipple and 5.757140mm straight reducer. • Series AH2-CC Braided Hose: 31, 36, 48, 60, 727790, 914, 1219, 1525, 1830 mm. Note: length includes captured coupling and 5.757140 mm straight reducer. • Sprinkler Reducers: 1/2" and 3/4"/15 and 20mm sprinkler connections and 5.75, 9, 137140, 230, 330 mm straight lengths and short, long 90' elbows. Note: The short 90' elbow is typically used with concealed sprinklers while the long 90'elbow is typically used in the installation of recessed pendent sprinklers. Low Profile long, and short 90' elbows for use with Style AB11 Bracket. • Inlet Connections: • 1725 mm Grooved IGS • 1725 mm NPT or BSPT adapter nipples for attaching to pipe and fittings outlined in NFPA standards. • 3/4720 mm NPT or BSPT adapter nipples available for VdS. • 11/47 32mm BSPT adapter nipples available for LPCB. • Brackets: • Style AB1 for suspended and hard-lid ceilings, allows installation before most ceiling tiles in place • Style AB2 for suspended and hard-lid ceilings, allows for vertical sprinkler adjustment, and installation before most ceiling tiles in place • Style AB3 for surface mount applications, wood, metal and block walls • Style AB4 for hard-lid ceilings with hat furring channel grid systems, allows for vertical sprinkler adjustment • Style AB5 for hard-lid ceilings, allows for vertical sprinkler adjustment • Style AB7 for suspended and hard-lid ceilings • Style AB7 Adjustable for suspended and hard-lid ceilings • Style AB8 for hard-lid ceilings with CD 60/27 profile metal studs (regionally available) • Style AB9 for hard-lid ceilings with hat furring channel grid systems • Style AB10 for Armstrong®TechZoneT" ceilings • Style AB11 for lay-in panel suspended t-grid ceilings or drywall suspended t-grid ceilings, allows for low profile installations (use only with 90' low profile elbows) ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION,MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph i Submitted By Date Approved Date victaulic.com 10.85 5839 Rev AA Updated 12/2016 ©2016 Victaulic Company.All rights reserved. 1 ictaul�� victaulic.com 1.0 PRODUCT DESCRIPTI(._ Continued) Maximum Working Temperature • 225°F/107°C Maximum Working Pressure • 200 psi/1375 kPa (FM Approval) • 175 psi/1206 kPa (cULus Listed) • 1600 kPa/232 psi (VdS/LPCB Approved) Connections • To adapter nipple (inlet) via • 1725.4 mm Grooved IGS • 1"/25.4 mm NPT or BSPT male thread • 3/4"/20 mm BSPT male thread (VdS only) • 1'/4"/32 mm BSPT male thread (LPCB only) • To sprinkler head (outlet) via 1/2" or 3/4"/15 mm or 20 mm Minimum Bend Radius • 7"/178 mm (FM Approval) • 2"/51 mm (cULus Listed) • 3/76.2 mm (VdS/LPCB Approved) Maximum Allowable Sprinkler K-Factors • FM (1/2715mm reducer) K5.6/8,1 (S.I.), (3/4"/20mm reducer) K14.0/20,2 (S.I.) • cULus (1/2"/15mm reducer) K8.0/11,5 (S.I.), (3/4"/20mm reducer) K14.0/20,2 (S.I.) • VdS/LPCB (1/2"/15mm reducer) K5.6/8,1 (S.I.), (3/4720mm reducer) K8.0/11,5 (S.I.) 2.0 CERTIFICATION/LISTINGS VdS LPCB R 10.85 5839 Rev AA Updated 12/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 2 �ct-au liic° victaulic.com 3.0 SPECIFICATIONS —MATEI%..,L Series AH2 • Flexible Hose: 300-series Stainless Steel • Collar/Weld Fitting: 300-series Stainless Steel • Gasket Seal: Victaulic EPDM • Isolation Ring: Nylon • Nut and Nipple: Carbon Steel, Zinc Plated • Reducer (1/2715 mm or 3/4720 mm): Carbon Steel, Zinc-Plated • Low Profile Elbows: Stainless Steel Brackets: Carbon Steel, Zinc-Plated Series AH2-CC • Flexible Hose: 300-series Stainless Steel • Collar/Weld Fitting: 300-series Stainless Steel • Gasket Seal: Victaulic EPDM • Isolation Ring: Nylon • Nut and Nipple: Carbon Steel, Zinc Plated • Reducer (1/2715 mm or 3/4720 mm): Carbon Steel, Zinc-Plated • 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. Coupling Housing Coating: • Orange enamel (North America, Asia Pacific). • Red enamel (Europe). • Hot dipped galvanized. Gasket:' • Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. 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 Viclaulic Gaskel Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. • Bolts/Nut: Zinc electroplated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A 449 and physical requirements of ASTM A 183. • Linkage: CrMo Alloy Steel zinc electroplated per ASTM B633 Zn/Fe 5, Type III Finish 10.85 5839 Rev AA Updated 12/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 3 �ctaulid victaulic.com 4.0 DIMENSIONS Product Details - Series AH2 Braided Hose Item Description 1 Flexible Hose _ 2 _ Isolation Ring 3 _ Gasket 4 _ Nut 5_ Adapter_Nipple 1J 6 Braid q I _N 7 Collar/weld Fitting r B 8 Sleeve Hose Length Dimensions Hose Length A B inches inches inches mm mm mm 31/790 _25.3/641 31/790 36/915 31.3/794 36/915 42.3/1073 I 48/1220 60/1525 _ 54.3/1378 I 60/1525 72/1830 66.3/1683 72/1830 Series AH2-CC Braided Hose Item Description 1 6 0- 4 1 Flexible Hose ' 2 Isolation Ring ® 3 Gasket 4 Nut A 5 Captured Coupling 8 6 Braid 7 C_ollar/Weld Fitting_ 8 Sleeve _ Hose Length A B inches inches inches mm mm mm 31/790 24.5/b22 29.81757 48/1219 41.5/1054 46.8/1189 _ 60/1525 _ 53.5/1359 58.8/1494 72/1830 65.5/1664 70.8/1798 10.85 5839 Rev AA Updated 12/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 4 �ctaulic victaulic.com 4.0 DIMENSIONS (Continued) Standard Reducer ii1111M L -j 5.757140 mm straight reducer Optional Reducers ILJItllltlWilllWll[tll 9.07229 mm straight reducer ILI—7UIIIIDIDUt1IlIIlIIllOI 1�-1 13.0"/330 mm straight reducer 2.627 66.5 m m �— 2.627 665 mm 6.577 166.9 mm 4.837 122.7 mm Short 90'elbow reducer Long 900 elbow reducer NOTE • The Short 90°elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent sprinklers. • FM/VdS Approved only. 10.85 5839 Rev AA Updated 12/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 5 ✓ctauhc� victaulic.com 4.1 DIMENSIONS VicFlex Brackets Style AB1 • Suspended Ceilings • Hard-Lid Ceilings (FM Only) Item Description _ 1 24"/610mmor48"/1219mm Square Bar"__ 2 Patented Center Bracket 3 End Bracket 'Both sizes FM/VdS/LPCB approved,cULus listed Style AB2 . Suspended Ceilings . Hard-Lid Ceilings Item Description _ 1 24"/610 mm or 481/1219 mm Square Bar' 2 Patented Vertically Adjustable_Center Bracket 3 End Bracket Both sizes FM/VdS/LPCB approved,cULus listed Style AB3 • Surface Mount Applications • FM Approved 0 10.85 5839 Rev AA Updated 12/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 6 �ctsrul�c victaulic.com 4.2 DIMENSIONS VicFlex Brackets Style AB4 • Hard-Lid Ceilings with Hat furring 2 channel grid system 3 Item l Description 1 24"/610 mm or 48'71219 mm Square Bar' 3 2 Patented Vertically Adjustable Center Bracket 3 End Bracket for Hat Furring Channel 'Both sizes FM/VdS approved,cULus listed Style AB5 • Hard-Lid Ceilings Item_ I Description _1 I 247610 mm or 48'71219 mm Square Bar* 2 Patented Vertically Adjustable Center Bracket 3 End Bracket 'Both sizes FM/VdS approved,cULus listed Style AB7 • Suspended Ceilings • Hard-Lid Ceilings Item Description 1 24'/610 mm or 48'71219 mm Square Bar* 2_ Patented 1-Bee2'Center Bracket 3 End_Bracket 'Both sizes FM/VdS approved. Style AB7 Adjustable • Suspended Ceilings • Hard-Lid Ceilings Item Description 1 1 700mm or 1400mm Square Bar* 2 Patented 1-Bee2®Center Bracket 3 End Bracket(adjustable) I 'Both sizes FM/VdS approved. 10.85 5839 Rev AA Updated 12/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 7 ✓otaul�a° victaulic.com 4.3 DIMENSIONS VicFlex Brackets Style AB8 13 • Hard-Lid Ceilings 1 Item Description 1 _ 700mm 0r 1400mm Square Bar* 2 Patented Vertically Adjustable Center Bracket 3 _ End BrdLket Both sizes FM/VdS approved. 3 Style AB9 p • Hard-Lid ceilings with Hat furring channel grid system Item DeS dption 1 24"/610mm or48"/1219mm Square Bar* ® t 2 Patented 1-Beet®Center Bracket 3— _ End Bracket for Hat Furring Channel Both sizes FM/VdS approved. Style AB10 • Suspended ceilings t • ArrTislrong°TechZoneT" 10 Item Description 1 6"/152 mm Square Bar* 2 Patented 1-Bee26 Center Bracket 3 End Bracket 'FM/VdS approved,cULus listed. 10.85 5839 Rev AA Updated 12/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 8 �cts ulicr victaulic.com 4.3 DIMENSIONS (Continued) VicFlex Brackets Style AB11 • Suspended ceilings • Hard-Lid Ceilings Item l Description 1 24"/610 mm or 48"/1219 mm Square Bar* 2 Patented 1-Bee26 Center Bracket 3 End Bracket 'FM/VdS approved,cULus listed. Low Profile 4.597 116 mm 2.847 72 mm 1.47 Q47/36 mm 3 P. Short 90'elbow reducer Long 90'elbow reducer NOTE • The Short 90'elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent sprinklers. 10.85 5839 Rev AA Updated 12/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 9 ✓otauliar victaulic.com 4.4 DIMENSIONS CLEARANCES ABOVE CEILING Series AH2 Braided Hose and Style AB1 Bracket Suspended Ceiling Grid with Recessed Sprinkler Suspended Ceiling Grid with Concealed Sprinkler / kc Ilnl �t A style A61� See Chan nurtrl Mwatll Sry1r ABI 4 4'/ Ise ' — nln htlY 113 mm 7AImm P/."/6a3inm F4-/Pj h mn hW - in ale 1 M { 1 r11 - (fNI mm IYP(N<e�lp q.d VlI}}1f'/mm tMrq�i4 Stt not ot•gc Iy1Rol 11MiWq gld 24'/610 mm filYll.tA .49'/1219 mm dl CenK. seenp[p Zq'/610 mm ar40"/1719 mm tNnO(1`f an Center V2707 3/4719mm Max. Recess V3802 1/2712.7mm Max. Recess Hose Clearance Chart Hose Clearance Chart Dimension I Dimension �incheslinchesiinches inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm mm mm mm R Minimum 2 3 4 5 6 7 R Minimum 2 3 4 5 6 7 Bend Radius 50 80 100 125 150 17.5 — I Bend Radius 50 80 100 125 150 175 108 11 B 128 13.8 14.8 15.8 10.1 11.1 12.1 13.1 14.1 15.1 A Min. 273 1299 1324 349 375 400 A I Min. 1269 281 307 333 358 383 Suspended Ceiling Grid with Recessed Sprinkler with Suspended Ceiling Grid with Concealed Sprinkler with 90' Elbow (Long) 90' Elbow (Short) Aft I IL A ' g 'IYASI — ,NMIm,- � 1I3 mm Ynl mm Set(vt 44'/ ro' 71) Vi/In e.n /I r.,4n.d JA'/I.IOmm W/01QTM.b r41iNNmm sx noce 4e•/Ill4mman en[eVe V2707 3/4719mm Max. Recess V3802 1/2'712.7mm Max. Recess Hose Clearance Chart Hose Clearance Chart Dimension Dimension inches inches mm mm A Min. i 8.0 200 A Min. 47 10.85 5839 Rev AA Updated 12/2016 ©2016 Victaulic Company.All rights reserved - victaulic.com 10 LcMaulic° victaulic.com 4.4 DIMENSIONS (Continued) 1 CLEARANCES ABOVE CEILING Series AH2 Braided Hose and Style AB2 Bracket Hard-lid Ceiling with Concealed Sprinkler Hard-lid Ceiling with Recessed Sprinkler W t..rl A r 10u 1 e g. Ir/ Wb rtY,9 fad. .�IYt�r V3802 1/2"/12.7mm Max. Recess V2707 3/4"/19mm Max. Recess Hose Clearance Chart Hose Clearance Chart Dimension Dimension inches inches inches inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm I mm mm mm mm mm Minimum 2 3 4 5 6 7 Minimum 2 3 4 5 6 7 R Bend Radius 50 80 100 125 150 175 R Bend Radius 50 80 100 125 150 1_75 7.6 8.6 9.6 10.6 11.6 12.6 6.1 7.1 8.1 9.1 10.1 11.1 A Min. 193 218 244 269 295 320 A Min. 155 180 206 231 256 282 NOTE l • Variations of ceiling grids,sprinkler heads,brackets,and hoses are permitted but may result in clearance differences from the figures above. I Hard-lid Ceiling Grid with Concealed Sprinkler with Hard-lid Ceiling with Recessed Sprinkler with 90' Elbow (Short) 90' Elbow (Long) r.rwl 2-AW mr . ma Iwlen �- l'/5 dN �. e evm I 1 I� 11 I � I I gr h N'I500TMMIU 5rfspev.bGirt {r+lie ItLV•ae V3802 1h"/12.7mm Max. Recess V2707 3/4"/19mm Max. Recess Hose Clearance Chart Hose Clearance Chart Dimension Dimension inches inches mm mm A Min. 5.0 A Min. I 39.6 10.85 5839 Rev AA Updated 12/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 11 �ctaWiie victaulic.com 4.5 DIMENSIONS CLEARANCES WITHIN SIDEWALL Series AH2 Braided Hoye and Style AB2 Bracket Horizontal Sidewall Sprinkler Horizontal Sidewall Sprinkler with 900 Elbow (Long) i St[eMl kr<w1 .10Y•.+ Be".r.assembly See u Style A01 ���/ .lOScrew k 1' x{yw -- Hrf A�1 rm.'ro,o.x rxruw ' rn m rarmm 09 mm � I i.!xd u.ig facr <n✓eJ wNoo.nev.dGt - rpAgnmroL.ACK V2707 3/4'Y19mm Max. Recess V2707 3/4719mm Max. Recess Hose Clearance Chart Hose Clearance Chart Dimension Dimension inchesinchesinchesinchesinchesinches inches mm mm mm mm mm mm mm R Minimum i 2 3 4 5 6 7 A Min. 3.6 Bend Radius 50 80_ 100 125 150 175 91 6.1 7.1 8.1 9.1 10.1 11.1 A Min. 155 180 206 231 256 282 10.85 5839 Rev AA Updated 12/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 12 �ctalulic` victaulic.com 4.6 DIMENSIONS CLEARANCES ABOVE CEILING Series AH2 Braided Hose and Style AB4 Bracket Hat Furring Channel Grid with Recessed Sprinkler xfa°.,t tt YAI — ii E! 9^ham t I See noleJ lJ�� 14'IICA - e(I'�It � ,rvn9(aff tl��lf>rq 1'I V2707 3/4'719mm Max. Recess Hose Clearance Chart Dimension inches inches inches inches inches inches mm mm mm mm mm mm R Minimum12672 2 3 4 5 6 7 _ Bend Radiu50 _80_ 100 125 150 175 11.3 12.3 13.3 14.3 15.3 A Min. 287 313 338 363.5 389 Hat Furring Channel Grid with Recessed Sprinkler with Hat Furring Channel Grid with Concealed Sprinkler with 90' Elbow (Long) 90' Elbow (Short) A See Chail A 1 7pd N'N01tMt• �t[WtwV See Able 16'/C06mm- N'NI•ttwtt+tmp,� zavcio mm on ceie< V2707 3/4Y19mm Max. Recess V2707 3/4Y19mm Max. Recess Hose Clearance Chart Hose Clearance Chart Dimension Dimension inches inches mm mm 5.9 A Min. 200 _ A I Min. 1_ 49 NOTE • Variations of ceiling grids,sprinkler heads,brackets,and hoses are permitted but may result in clearance differences from the figures above. J 10.85 5839 Rev AA Updated 12/2016 ©2016 Victaulic company.All rights reserved. victaulic.com 13 ✓ctauIIC victaulic.com 4.6 DIMENSIONS (Continue. , CLEARANCES ABOVE CEILING Series AH2 Braided Hose and Style AB5 Bracket Hard-lid Ceiling with Recessed Sprinkler nap r \ • r..✓w 'I,MNt�� 4aJn,wF+W Y1µ i 1 TY I1M rll , � 1'hY w- fr.1..1 ' 1D OryNM ,.Film IC/aoc mm 51ua C2 Ir'/r00nntiW U V2707 3/4Y19mm Max. Recess V3802 1/2"/13mm Max. Recess _ Hose Clearance Chart Hose Clearance Chart Dimension Dimension inches inches inches inches inches inches inches inches inches inches inches inches _ mm mm mm mm mm mm mm mm mm mm mm mm Minimum 2 1 3 4 5 6 7 Minimum 2 3 4 5 6 7 i R Bend Radius 50 80 100 125 150 175 R_ _ Bend Radius 50 80 100 125 150 175 A Min. I 55 I 80 206 231 256 282 A Min. 93 218 244 295 320 269 Recessed Pendent with 90' Elbow (Long) Hard-lid Ceiling with Concealed Pendent with 90' Elbow (Short) ,.etivi nm rohr • flrr Mw,... In41.Y J 11 / / r.Fi W WNee.rty-ice. II,+A-.,•a(.c— V2707 3/4Y19mm Max. Recess V3802 1/2713mm Max. Recess Hose Clearance Chart Hose Clearance Chart Dimension Dimension inches inches mm mm A Min. 3.6 A 7-K 3.3 91 84 NOTE i Variations of ceiling grids,sprinkler heads,brackets,and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AA Updated 12/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 14 A—t-clul-icr victaulic.com 4.6 DIMENSIONS (Continued) 1 CLEARANCES ABOVE CEILING Series AH2 Braided Hose and Style AB11 Bracket (LOW PROFILE SOLUTION) Suspended Ceiling Grid with Recessed Sprinkler with LP 900 Elbow (Long) Bracket assembly Style ABl 1 I A 21/8"/60 mm See chart max hole I I 2751 mm I I I I 76 mm min.hole II II 5/a/l6 mm 1.7"/43 mm I r cellingatile I Lj % Typical ceiling grid Finished See Note ceiling face 247610 mm of 4871219 mm on Center V2707'/a"/19 mm MAX.RECESS V2707 MAX.EXTENSION Hose Clearance Chart Dimension inches mm A 1 — Min. 1 0 i 00 Suspended Ceiling Grid with Concealed Pendent with LP 90" Elbow (Short) Bracket assembly Style ABl 1 AQf— 2"/a°/68 mm See chart max hole I I I 3/ 21/8'/60 mm I I I 76 mm min,hole II II X X w 5/s"/16 mm f o 0 Typical I i " 1.7"/43 mm I I ceiling file Typical ceiling grid a ME M Finished See Note 247610 mm Ceiling Face or48"/1210 mm on Center V38021/2"/13 mm MAX.RECESS V3802 MAX.EXTENSION Hose Clearance Chart Dimension inches mm A Min. 3.9 99 J 10.85 5839 Rev AA Updated 12/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 15 ✓ctaulrc' victaulic.com 4.6 DIMENSIONS (Continuk- , CLEARANCES ABOVE CEILING Series AH2 Braided Hose and Style AB3 bracket Surface Mount Application with Recessed Sprinkler �i R \ C r 33/4/ 95.3 mm - See Note B A v 23/a"/60 mm max.hole 2751 mm min.hole Hose Clearances Wall Thickness 2 4 6 8 10 2 4 6 8 10 50 100 150 200 250 50 100 150 200 250 Outlet Length 5.75 9 13 5.75 9 13 9 13 13 13 5.75 9 13 N7-1 9 13 9 13 13 13 146.1 228.E 330.2 146.1 228.6 330.2 228.6 330.2 330.2 330.2 146.1 228.6 330.2228.6 330.2228.6 330.2 330.2 330.2 Hose 11.6 14.8 16.8 9.6 12.8 16.8 10.8 14.8 12.8 10.8 12.6 15.8 19.813.8 17.611.8 15.8 13.8 11.8 Clearance"C" 294 376 478 243 325 427 275 376 325 275 319 402 503351 452 300 402 351 300 Bend Radius 7 8 "R" 175 200 NOTE • Variations of ceiling grids,sprinkler heads,brackets,and hoses are permitted but may result in clearance differences from the figures above. • See installation instructions for mounting screw type and size. 10.85 5839 Rev AA Updated 12/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 16 atau1-1Cr victaulic.com 4.7 DIMENSIONS BRANCHLINE CLEARANCES Series AH2 Braided Hose with female threaded outlet Series AH2-CC Braided Hose with grooved outlet R See chart R See chart >F A A See chart See chart M 1 t Female Threaded Weld Outlet No.142 Grooved Weld Outlet 2"/50 mm 2"/50 mm Hose Clearance Chart Hose Clearance Chart Dimension I Dimension inches inches inches inches inches inches inches inches inches inches inches inches , mm mm mm mm mm mm mm mm mm mm mm mm Minimum 2 3 4 5 6 7 Minimum 2 3 4 5 6 7 R Bend Radius 50 80 100 125 150 175 R Bend Radius 50 80 100 125 150 175 8.4 9.4 10.4 11.4 12.4 13.41 7.1 8.1 9.1 10.1 11.1 12.1 A Min. 214 239 264 290 315 341 A Min. _I 180 205 231 256 281 307 10.85 5839 Rev AA Updated 12/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 17 �ot-au liic victaulic.com 4.7 DIMENSIONS (Continut., BRANCHLINE CLEARANCES Series AH2 Braided Hose with Style 922 threaded outlet Series AH2-CC Braided Hose with Style 922 grooved outlet R See chart i �R See chart See chart See chart 62'/5'0 yyk 922 Threaded �1ap 7 Mech snicnj T e Outlet Style 922 Grooved _ Mechanical Tee Outlet mm 2750 mm Hose Clearance Chart Hose Clearance Chart Dimension 1 � Dimension inches inches inches inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm mm mm mm R Minimum 2 , 3 4 I 5 ' 6 7 J R Minimum 2 3 4 5 6 7 8.4 9.4 r 10.4 11.4 12A 13.4 6.7 7.7 8.7 9.7 10.7 11.7 A Min. A Min. 212 238 l 263 289 314 339 171 _197_ 222 247 273 298 10.85 5839 Rev AA Updated 12/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 18 �ats, iilr' victaulic.com 5.0 PERFORMANCE— FRICTIt... LOSS DATA c 4L us Series AH2 and AH2-CC Braided Hoses with Straight 5.751140 mm Reducers USTED Style AB1, AB2, AB4, AB5 and AB10 Brackets Maximum Equivalent Length Number of of 1733.7 mm 90°Bends at 2'751 mm Sch.40 Pipe(C=120) Bend Radius inches/mm inches/mm/type feet/meters 31/775 1/z"/15/Straight 16/4.9 4 3/4"/20/Straight 17/5.2 4 36/900 1/2'715/Straight 21/6.4 _ 5 3/4"/20/Straight 23/7.0 5 48/1200 1/z'715/Straight 32/9.8 8 _ 3/a"/20/Straight _ _ 37/11.3 _ _ _ 8 60/1500 1/z"/15/Straight 46/14.0 10 _ 3/4"/20/Straight 46/14.0 10 72/1800 1/2'/15/Straight 55/16.8 12 3/4"/20/Straight 53/16.2 12 c 4L us Series AH2 Braided Hose with 90' Low Profile Elbows usnW Style AB11 VicFlex Bracket Maximum Equivalent Length Number of of 1733.7 mm 90'Bends at 2751 mm Sch.40 Pipe Bend Radius inches/mm inches/mm feet/meters / 31/775 1/z"/15 — 24/7.3 4 / 3/4"/20 24/7.3 4 36/900 1/z'715 26/7.9 5 3/a'720 28/8.5 5 48/1200 1/2V15 _ 43/13.1 8 3/4"/20 _ 42/12.8 8 60/1500 1/2"/15 49/14.9 10 3/4"/20 50/15.2 10 72/1800 1/2'715 65/19.8 12 3/4"/20 63/19.2 12 10.85 5839 Rev AA Updated 12/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 19 ✓ctaulgc' victaulic.com 5.0 PERFORMANCE— FRIG..JN LOSS DATA (Continued) Series AH2 and AH2-CC Braided Hoses Equivalent Length Design Guide Equivalent length values at various numbers of 90 degree bends at 2751 mm center line bend radius Length of Stainless Steel Flexible Outlet 1 2 3 4 5 6 7 8 9 10 11 1 12 Hose Size Bend Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends inches/ inches/ feet/ feet/ feet/ I feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ I feet/ mm mm meters meters meters meters meters meters meters meters meters meters meters meters 31/775 1/2715 8.5/2.6 11.0/3.4_ 13.0/4.0 16.0/4.9 N.A N.A N.A N.A N.A N.A N.A N.A 3/4"/20 10.0/3.0 12.5/3.8 14.0/4.3 17.0/5.2 N.A N.A N.A I N.A N.A N.A N.A N.A 36/900 1/2715 13.5/4.1 16.0/4.9 18.0/5.5_ 19.0/5.8 21.0/6.4 N.A N.A N.A N.A _ N.A N.A N.A 3/n720 14.0/4.3 17.0/5.2 19.5/5.9 20.0/6.1 23.0/7.0 NA— N.A N.A N.A N.A N.A N.A 48/1200 — 1/2/15 15.5/4.7 17.0/5.2 19.5/5.9 20.0/6.1 21.0/6.4 22.0/6.7 28.018.5 32.0/9.8 N.A N.A N.A N.A 314720 17.0/5.2_ 19.0_/5.8 21.5/6.6 24.5/7.5 26.0/7.9 27.0/8.2 _30.0/9.1 37.0/11.3 N.A N.A N.A _N.A 60/1500 1/2/15 21.5/6.6 24.0/7.3 27.0/8.2 28.5/8.7 30.0/9.1 31.0/9.4 37.0/1 1.3 42.0/12.8 44.0/13.4 46.0/14.0 N.A N.A 3/4'720 kk 23.0/7.0 24.0/7.3 28.0/8.5 29.5/9.0 30.5/9.3 31.0/9.4 38.0/11.6 42.0/12.8 44.0/13.4 46.0/14.0 N.A N.A 1/2'71 8 5 130.0/9.1 132.0/9.8 36.5/11.1 37.5/11.4 40.5/12.5 41.0/12.8 42.0/12. 146.0114.0 49.0/14.9 52.0/15.8 54.0/16.5 55.0/16.8 72/1800 3/-720 32.0/9.8 tlT 32.5/9.9 i 35.0/10.7 35.5/10.8140.0/12.3 40.5/12.3 41.0/12.5I46.0/14.0 50.0/15.2 51.0/15.5 52.0/15.8 53.0/16.2 NOTES: • Values for use with 5.757140 mm straight reducers. How to use this Design Guide: • For some systems,it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends.In this case,the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. • It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected.When this happens,the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations.The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. 10.85 5839 Rev AA Updated 12/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 20 XActsulic' victaulic.com 5.1 PERFORMANCE— FRICTIG.. LOSS DATA FM Series AH2 and AH2-CC Braided Hoses Style AB1, AB2, AB3, A134, AB5, AB7, AB7 Adj., AB8, AB9 and AB10 VicFlex Brackets Maximum Equivalent Number Length of Length of of 90'Bends Stainless Steel Outlet 1'733.7mm at 7'%178mm Flexible Hose K-Factor Size Sch.40 Pipe Bend Radius inches/mm Imperial/S.I. inches/mm/ feet/meters 31/775 5.6/8.1 1/2715/Straight 23.5/7.1 2 _ 1/2"/15/90'Elbow 23.5/7.1 36/900 5.6/8.1 _ 1/2"/15/Straight 27.8/8.5 2 1/2"115190'Elbow 25.6/7.8 1/2"/15/Strai ht 38.2/11.6 48/1200 5.6/8.1 3 1/2"/15/90"Elbow 30.7/9.3 60/1500 5.6/8.1 1/2715/Straight 42.4/12.9 4 1/2"/15/90"Elbow 35.9/10.9 72/1800 5.6/8.1 1/2715/Straight 46.6/14.2 4 1/2715/90`Elbow 41.1/12.5 31/775 8.0/11.5 3/4"/20/Strai ht 16.8/5.1 2 _ 3/4"/20/90"Elbow _ 16.8/5.1 36/900 8.0/11.5 3/4"/20/Strai ht 20/6.0 2 3/4"/20/90"Elbow 19.7/6.0 48/1200 8.0/11.5 - 3/4"/20/Straight 27.8/8.4 3 _ 3/4"/20/90"Elbow 26.6/8.1 60/1500 8.0/11.5 _ 3/4"/20/Straight 35.7/10.9 4 _ 3/4"/20/90"Elbow _ 33.6/10.2 72/1800 8.0/11.5 Ni"/20/Straight _ 43.5/13.2 4 _ 3/4"/20/90'Elbow 40.6/12.2 _ 31/775 11.2/16.1 3/4"/20/Strail ht 16.5/5.0 2 3/4"/20/90`Elbow 17.8/5.4 36/900 11.2/16.1 3/4"120/Straight 19.5/5.9 2 3/4"/20/90"Elbow 20.7/6.3 48/1200 11.2/16.1 3/4"/20/Strai ht 26.7/8.1 3 3/4"/20/90'Elbow 27.9/8.5 60/1500 11.2/16.1 3/4"/20/Strai ht 33.9/10.3 4 3/a"/20/90"Elbow 35/10.7 72/1800 11.2/16.1 3/4"/20/Strai ht 41.3/12.5 4 3/4"/20/90°Elbow 42.2/12.8 31/775 14.0/20.2 3/4"/20/Straight 14.9/4.5 2 3/4"/20/90'Elbow 15.5/4.72 36/900 14.0/20.2 3/4"/20/Strai ht 19.4/5.9 2 3/4"/20/90°Elbow 19.6/5.9 48/1200 14.0/20.2 3/4"/20/Straight 30.3/9.2 3 3/4"/20/90`Elbow 29.5/8.9 60/1500 14.0/20.2 __ 3/4"/20/Straight 33.9/10.3 4 _ 3/4"/20/90°Elbow 34.1/10.4 72/1800 14.0/20.2 3/4"/20/Straight 37.5/11.4 4 3/4"/20/90'Elbow 38.6/11.7 FM NOTES: • Series AH2 has been tested and Approved by FM Global for use in wet,dry and preaction systems per NFPA 13, 13R,and 13D and FM data sheets 2-0,2-5, and 2-8.FM 1637 and Vds standards for safety include,but are not limited to,pressure cycling,corrosion resistance,flow characterisitics,vibration resistance, leakage,mechanical and hydrostatic strength. • Differences in equivalent lengths are due to varying test methods,per FM 1637 and VdS standards.Refer to these standards for additional information regarding friction loss test methods. • EXAMPLE:A 48-inch hose installed with two 30'bends and two 90'bends at a 7-inch bend radius is permitted and considered equivalent to the data in the table shown above.In this example,the total number of degrees is 240",which is less than the allowable 270°. 10.85 5839 Rev AA Updated 12/2016 0 2016 Victaulic Company.All rights reserved. victaulic.com 21 �ctaulic" victaulic.com 5.2 PERFORMANCE — FRIC...JN LOSS DATA Series AH2 Braided Hose with 90' Low Profile Elbows Fv . Style AB11 VleFlex Bracket Maximum Equivalent Number Length of Length of of 90°Bends Stainless Steel Outlet 111/33.7mm at 717178mm Flexible Hose K-Factor Size Sch.40 Pipe Bend Radius inches/mm Imperial/S.I. inches/mm feet/meters 31/775 5.6/8.1 1/2 715 13.7/4.2 2 36/900 5.6/8.1 1/2"/15 17.0/5.2 2 48/1200 5.6/8.1 1/2"/15 25.0/7.6 3 60/1500 5.6/8.1 1/2 715 33.0/10.1 4 72/1800 5.6/8.1 1h"/15 41.1/12.5 4 31/775 8.0/11.5 3/a"/20 13.6/4.14 2 300 8.0/11.5 3/4720 16.9/5.2 2 48/1200 8.0/11.5 3/4 720 27.8/8.5 3 60M500 8.0/11.5 ?A/20 32.6/9.9 4 72/1800 8.0/11.5 3/a"/20 40.6/12.4 4 31/775 1'1.2/16.1 %*/20 13.7/4.2 2 36/900 11.2/16.1 3/a"/20 17.0/5.2 2 48/1200 1 1.2./16.1 V4720 24.9/7.6 3' 60/1500 11.2/16.1 3/a"/20 I 32.9/10.0 4 72/1800 11.2/16.1 3/a"/20 40.9/125 4 31/77.5 14,0/20,2 3/a"/20 13,5/4.1 2 36/900 14.0/20.2 'M1'/20 16.8/5.1 2 48/1200 14.0/20.2 3/a"/20 24.7/7.5 3 60/1500 14.0/20.2 1 3/a°/20 32.7/9.9 4 72/1800 14.0/20.2 3/4 720 40.7/12.4 4 FM NOTES: • Series AH2 has been tested and Approved by FM Global for use in wet,dry and preaction systems per NFPA 13,13R,and 13D and FM data sheets 2-0,2-5, and 2-8.FM 1637 and Vds standards for safety include,but are not limited to,pressure cycling,corrosion resistance,flow characterisitics,vibration resistance, leakage,mechanical and hydrostatic strength. • Differences in equivalent lengths are due to varying test methods,per FM 1637 and VdS standards.Refer to these standards for additional information regarding friction loss test methods. • EXAMPLE:A 48-inch hose installed with two 30'bends and two 90'bends at a 7-inch bend radius is permitted and considered equivalent to the data in the table shown above.In this example,the total number of degrees is 240°,which is less than the allowable 270°. 10.85 5839 Rev AA Updated 12/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 22 i0tauhil victaulic.com 5.3 PERFORMANCE— FRICTIG.. LOSS DATA VdS Series AH2 Braided Hose Style AB1, AB2, AB4, AB5, AB7, AB7 Adj., AB8, AB9, AB10 and AB11 Brackets i Series AH2 Hose Equivalent Length of Maximum Number Length of steel pipe according to of 90'Bends at Stainless Steel Outlet EN 10255 ON 25 3176.2mm Bend Flexible Hose Size (33,7 x 3,25) Radius mm/inches mm/inches _ meters/feet meters/feet 775/31 15mm/'h' 5.5/18.0 3 20 mm/3/4" _ 900/36 15mm/'/:' 6.4/21.0 3 20 mm/3/4" 1200/48 15mm/%' 8.5/27.9 3 20 mm/3/4" 1500/60 15mm/'h' 10.7/35.1 4 20 mm/'/c' 1800/72 15mm/'/2" 12.8/42.0 4 20 mm/'/4' VDS CEILING MANUFACTURERS LIST ABl,A132,A137,AB10,AB11 AB4/9 A135,A138 1.AMF No specific approval 1.Hilti 2.Armstrong 2.Knauf 3.Chicago Metallic 3.Lafarge 4.Dipling 4.Lindner 5.Durlum 5.Rigips 6.Geipel 7.Gema-Armstrong 8,Kna ti 9. nuf 10.Lafarge 11.Linder 12.Odenwald 13.Richter 14.Rigips 15.Rockfon Pagos 16.Suckow&Fischer 17.USG Donn LPCB Series AH2 Braided Hose Style AB1 Bracket Series AH2 Hose Length of Equivalent Length Maximum Stainless of steel pipe Number of Steel according to 900 Bends at Flexible Outlet EN 10255 ON 25 3'776.2mm Hose Size (33,7 x 3,25) Bend Radius mm/inches mm/inches/type meters/feet 775/31 15mm/'h"/Straight 1.8/6.0 2 20 mm/'/4"/Straight 15mm/Y2"/Straight 900/36 20 mm/3/4"/Straight 3.6/11.9 3 15mm/'/z"/Straight_ 1200/48 20 mm(3/4"/Straight 4.3/14.0 3 1500/60 15mm/Yz"/Straight 4.1/13.6 3 20 mm/3/4"/Straight 1800/72 _15mm/'/2"/Straight 5.5/18.1 3 20 mm/3/4"/Straight 10.85 5839 Rev AA Updated 12/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 23 ictsulic" victaulic.com 6.0 NOTIFICATIONS • It is the responsibility of the system designer to verify suitability of 300-series stainless steel flexible hose for use with the intended fluid media within the piping system and external environments. • The effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on 300-series stainless steel flexible hose must be evaluated by the material specifier to confirm system life will be acceptable for the intended service. Failure to follow these instructions could cause product failure, resulting in serious personal injury and/or property darnage. 7.0 REFERENCE MATERIALS —CHARACTERISTICS Flexible Hose In-Plane Bend Characteristics One Bend Two Bends ` Three Bends 4: zx fibendfadmms i Minimum Minimum bend radius bend radius r I \' OR Minimum OR bend radius 90. I I Minimum bend radius Minimum __—_--- _ _ bend radius Minimum_ bend r hr Minimum _ bend radius Minimum ,1 bend radius 11 NOTE For out-of-plane (three-dimensional) bends, care must be taken to avoid imparting torque on the hose. I-VicFlex-A B 1-A B 2-A B 10 (-VicF1ex-6B3 I-VicFlex-AB7 I-VicFlex-AB8 I-VicFlex-A84-6139 User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications.All products Victaulic products for a particular end-use application,in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions, standards and project specifications,and the applicable building codes and related Victaulic reserves the right to change product specifications,designs and standard regulations as well as Victaulic performance,maintenance,safety,and warning equipment without notice and without incurring obligations. instructions.Nothing in this or any other document,nor any verbal recommendation, Installation advice,or opinion from any Victaulic employee,shall be deemed to alter,vary,supersede, Reference should always be made to I-VICFLEX-AB1-AB2-AB10,I-VICFLEX-AB4-AB9, or waive any provision of Victaulic Company's standard conditions of sale,installation I-VICFLEX-AB7,or I-VICFLEX-AB8 for the product you are installing.Handbooks are guide,or this disclaimer. included with each shipment of Victaulic products for complete installation and assembly Intellectual Property Rights data,and are available in PDF format on our website at www.victaulic.com. No statement contained herein concerning a possible or suggested use of any material, Warranty product,service,or design is intended,or should be constructed,to grant any license Refer to the Warranty section of the current Price List or contact Victaulic for details. under any patent or other intellectual property right of Victaulic or any of its subsidaries or affiliates covering such use or design,or as a recommendation for the use of such Trademarks material,product,service,or design in the infringement of any patent or other intellectual Victaulic and all other Victaulic marks are the trademarks or registered trademarks of property right.The terms"Patented"or"Patent Pending"refer to design or utility patents Victaulic Company,and/or its affiliated entities,in the U.S.and/or other countries. or patent applications for articles and/or methods of use in the United States and/or other countries. 10.85 5839 Rev AA Updated 12/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 24 ✓Ctaube � . • • •• • • . � COSCO Fire Protection SECTION 2, SPRINKLER HEADS J Page 1 of 5 VK3021 QUICK RESPONSE -NIIKJNG4 PENDENT SPRINKLER (K5 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc-corn 1. DESCRIPTION The Viking VK3021 Quick Response Pendent Sprinkler is a small therrnosensitive glass bulb spray sprinkler available with various finishes and temperature ratingsef to meet design requirements. The special Polyester and Electroless Nickel PTFE - (ENT) coatings can be used in decorative applications where colors are desired. ; In addition, these coatings have been investigated for installation in corrosive environments and are Listed and Approved as indicated in the Approval Chart. I ' 2. LISTINGS AND APPROVALS ►} {' C&L US UL Listed: Category VNIV l F M _ FM Approved: Classes 2017, 2015, 2043 J Refer to the Approval Chart and Design Criteria for requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Rated to: 175 psi (12 bar)water working pressure. ' Factory tested hydrostatically to 500 psi (34.5 bar). Thread size: 1/2" NPT(15 mm BSPT) Nominal K-factor: 5.6 U.S. (80.6 metric*) WARNING:Cancer and Reproductive Harm- Glass-bulb fluid temperature rated to-65 °F (-55 °C) www.PB5Warriings.c:a.gov * Metric K-factor measurement shown is in Bar.When pressure is measured in kPa, divide the metric K-factor shown by 10.0 Material Standards: Sprinkler Body. Brass CW602N, UNS-C84400 or QM Brass Pip Cap Shell -Stainless Steel UNS-S44400 Pip Cap Disc-Stainless Steel UNS-S30100 Belleville Spring - Nickel AIIuy Pip Cap Seal - Polytetrafluoroethylene(PTFE) Compression Screw: Brass CW612N, CW508L, UNS-C36000 or UNS-C26000 Shipping Cap: Polyethylene Bulb: Glass, nominal 3 mm diameter Finishes and Temperatures: Finish Brass Chrome White Polyester Black Polyester ENV Suffix A F M-/W M4B JN Temperature 135°F(57°C) 1 155'F 68"C 175"F 79°C► 200°F 93°C► 286"F 141 °C Open Suffix A I B D E G Z Ordering Information: (Refer to Table 1 and the current Viking List Price Book.) 4. INSTALLATION Refer to appropriate NFPA, FM Global, and/or any other applicable installation standards. 5. OPERATION During fire conditions,when the temperature around the sprinkler reaches its operating temperature,the heat-sensitive liquid in the glass bulb expands, causing the bulb to shatter, releasing the pip cap assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. 7. AVAILABILITY Viking Sprinkler Model VK3021 is available through a network of domestic and international distributors. See The Viking Corpora web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F-020616 19.06.10 Rev 19.5 Replaces Form No. F_020616 Rev 19.1 (Revised FM Design Criteria;removed NP-4 Escutcheon;added new wnrech PN 22940) I Page 2 of 5 ' NIIQNG* VK3021 QUICK RESPONSE PENDENT SPRINKLER (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com TABLE 1: ORDERING INFORMATION Instructions: Using the sprinkler base part number, .. the suffix for the desired.. the suffix for the desired Temperature Rating. Sprinkler I 1: Finishes 2: Temperature Ratings Base Part NPT , Max.Ambient Ceiling No. Inch Description Suffix Nominal Rating Bulb Color Temperature Suffix 19917 1/2Brass A 135 °F 57 °C Orange 100 °F (38 °C A 19929 -- Chrome F 155 °F (68 °C) Red 100 °F (38 °C) B White Polyester 4.6 M-/W 175 °F (79 °C) Yellow 150 °F (65 °C) D Black Polyester 4.6 M-/B 200 °F (93 °C) Green 150°F (65 °C) E ENT 4,5,6 JN 286 °F 141 °C) Blue 225 °F (107 °C) G Open -- Z Example: 19917MB/W= VK3021 with White Polyester Finish and 155 °F (68 °C) Nominal temperature rating.This sprinkler is to be installed into an area with a maximum ambient temperature of 100°F(38°C)meaning if the area will experience temperatures above the maximum ambient rating, you shall use a higher temperature-rated sprinkler. Accessories Sprinkler Wrenches (see Figure 1): A. Installer Wrench: Part No. 22055 (available since 2017). B. Cabinet Wrench: Part No. 20901 M/B (available since 2017). C. Recessed Socket Wrench: Part No. 20951 M/BZ (available since 2017). D. Straight Wrench: Part No. 22940MB Sprinkler Cabinet: A. Up to 6 sprinklers: Part number 01724A(available since 1971). B. 6-12 Sprinklers: Part number 01725A(available since 1971). Footnotes 1 Where a dash(-)is shown in the Finish suffix designation,insert the desired Temperature Rating suffix.See example above Y Requires a 1/2"ratchet which is not available from Viking 3- Based on NFPA 13, NFPA 13R, and NFPA 13D. Other limits may apply,depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction Refer to specific installation standards 4. UL Listed as corrosion resistant 5, FM Approved as a corrosion proofing coating for installation in corrosive environments. ® The corrosion resistant and corrosion proofing coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chart. These tests cannot and do not represent all possible corrosive environments Prior to installation,verify through the end-user that the coatings are compatible with or suitable for the proposed environment For automatic sprinklers,the ENT coating is applied to all exposed exterior surfaces,including the waterway. 7/16"(11 mm) A B C D Nominal Pipe Engagement 1/2"NPT 15 mm BSPT 1-16/16" (49 mm) Figure 1: Sprinkler Wrenches Figure 2: Sprinkler Dimensions Form No. F_020616 19.06.10 Rev 19.5 Page 3 of 5 l VK3021 QUICK RESPONSE �! PENDENT SPRINKLER (K5 .N41KJN The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggrouninc.com APPROVAL CHART Finish(es) Viking Quick Response Pendent Sprinkler Temperatures)- 0 A 1'X KEY VK3021 K5.6 (80.6 metric) Maximum 175 PSI (12 Bar) WWP Escutcheon(s),If applicable 1 Sprinkler Base Thread Size Listings and Approvals2 Part Number' NPT BSPT UL FM Inch mm 19917 1/2 - Al, B2X, 133Y Al, B2X, 133Y 19929 15 1 Al, B2X, 133Y Al, B2X, 133Y Approved Temperature Rating Code: A = 135 °F (57 -C), 155 °F (68 -C), 175 -F (79 °C), 200 -F (93 °C), and 286 °F (141 °C) B = 135 °F (57 -C), 155 -F (68 -C), 175 -F (79 °C), and 200 °F (93 °C) Approved Finish Code: 1 = Brass, Chrome, White Polyester 3,4, Black Polyester 3.4, and ENT4.5 2 = Brass, Chrome, White Polyester 3.4, and Black Polyester 3.4 3 = ENT4.5 Approved Escutcheon Code: X= installed with":king Recessed Esltcheons Models NP-1, NP-2, and NP-3, or viking Standard Surrface Mounted Escutcheons Y= Installed with Viking Model NP-1 Recessed Escutcheon OR Standard Surface Mounted Escutcheons Footnotes Base Part number is shown For complete part number,refer to Viking's current price schedule z This table shows the listings and approvals available at the time of printing-Check with the manufacturer for any additional approvals 3 Other colors are available upon request with the same Listings and Approvals as the standard colors. CULUS Ustea as of r tant. FM Approved as corrosion proofing for corrosive environments. DESIGN CRITERIA - UL cULus Listina Reauirements: The Viking VK3021 Quick Response Pendent Sprinkler is cULus Listed as indicated in Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. • Designed for use in Light and Ordinary occupancies. • The sprinkler installation rules contained in NFPA 13 for standard spray Pendent sprinklers shall be followed. IMPORTANT:Always refer to Form No. F_091699 -Care and Handling of Sprinklers.Also refer to Form No. F 080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking Technical Data, the appropriate standards of NFPA, LPCB,APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances,and standards,whenever applicable. DESIGN CRITERIA - FM FM Aranroval Reauirements: The Viking VK3021 Quick Response Pendent Sprinkler is FM Approved as quick response Non-Storage Pendent sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets(including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM Installation guidelines may differ from UL and/or NFPA criteria. IMPORTANT:Always refer to Form No. F_091699 -Care and Handling of Sprinklers.Also refer to Form No. F 080614 for general care, installation, and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking Technical Data, the appropriate standards of NFPA, LPCB,APSAD,VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards,whenever applicable. Form No. F_020616 19.06.10 Rev 19.5 Page 4 of 5 ' N11UNG4 VK3021 QUICK RESPONSE PENDENT SPRINKLER (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1.Install the escutcheon inner ring 2.Carefully slide the wrench""sideways 3.Install the sprinkler and escutcheon onto the sprinkler threads. around the protective cap then push assembly into the pipe fitting.Be sure upwards to engage with the sprinkler the escutcheon outer ring contacts wrench flats. the surface of the finished ceiling. I. i a Figure 3: Recessed Installation (with Recessed Socket Wrench) ""A 1/2"ratchet is required(not available from Viking). 1.Install the escutcheon inner ring 2.Carefully slide the wrench sideways onto the sprinkler threads. around the protective cap then push upwards to engage with the sprinkler wrench flats. I Y, MMMMM: r� � 3.Install the sprinkler and escutcheon assembly into the pipe fitting.Be sure the escutcheon outer ring contacts the surface of the finished ceiling. Figure 4: Recessed Installation (with standard Installer's Wrench) Form No. F_020616 19.06.10 Rev 19.5 Page 5 of 5 N41 KI Wb VK3021 QUICK RESPONSE PENDENT SPRINKLER (K5 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Vikina website for the latest edition of this technical data page www.vikinggroupinc.com 1.install the escutcheon onto the 2.Carefully slide the wrench"sideways 3. install the sprinkler and escutcheon sprinkler threads. around the protective cap then push assembly Into the pipe fitting.Be sure upwards to engage with the sprinkler the escutcheon contacts the surface wrench flats. of the finished ceiling. Figure 5: Installation (with Straight Wrench) 2-1/8"(54 mm) 2-1/8"(54 mm) Model NP-2 or NP-3 Model NP-1 Recessed — Thread-On Recessed Escutcheon Ceiling opening size: Escutcheon Maximum:2-1/2"(64 mm) largerdiameter) Min. 13/16" Min. 15/16" (21 mm) (24 mm) Max. 1-7/16" Max. 1-3/4" (37 mm) (44 mm) Ceiling opening size: + Minimum:2-5/16"(59 mm) Maximum:2-1/2"(64 mm) 1-7/16" (37 mm) Standard Surface-Mounted Escutcheon Figure 6: Installation Dimensions with Viking Escutcheons Form No. F_020616 19.06.10 Rev 19.5 Replaces Form No. F_020616 Rev 19.1 (Revised FM Design Criteria.removed NP-4 Escutcheon,added new wnrech PN 22940) . : : :: : : : cosco ' • � •• • • Fire Protection SECTION 3. HANGER COMPONENTS Brackets B289-14 141/2" (368.3) Bracket B291 181/2" (469.9) Bracket • Uniform Loading 900 Lbs. (4.00 M) • Uniform Loading 1070 Lbs. (4.76 kN) • Safety Factor of 2.b • Safety Factor of 2.b • Standard finishes: ZN, GRN • Standard finishes: ZN, GRN • Wt./C 295 Lbs. (133.8 kg) • Wt./C 468 Lbs. (212.3 kg) 13/16 13/16" (30.1) 1 13/16" (30.1) 13/16" I (30,1) (30.1) II 1I % 31/4"\ 1 �� \ \ 6., 5�/4,. \ (152.4) O (82.8)31/8" 141/2„ (152.4) � (133.3) (79A (368.3) 31/$..\ 181/2.. \ o (79.4) (469.9) C 53/4" (146.0) 73/4" (196.8) O 21/2,. 21/2 I 13/16" (63.5) c (63.5) 11 (30.1) I 13/16„ (30.1) B292 201/2" (520.7) Bracket B409 • Uniform Loading 600 Lbs. (2.67 M Single Channel Bracket • Safety Factor of 2.5 • Safety Factor of 2.5 • Standard finishes: ZN, GRN, HDG, SS4 • Standard finishes: ZN, GRN, SS4 • Wt./C 490 Lbs. (222.2 kg) 13/16" 45/8" 2., (50.8) 13/-I b" (117.5) (30.1) 13/16" 1 (30.1) 71/4 A (152.4) (184.1) 201/2„ ` 31/8„ (520.7) 3" B22 (63.5) (79.4) (76.2) 73/4 ad Wt./C 21/2.. (196 8) Part A Uniform Load _ No. In. mm ` Lbs. MLbs. kg 13/16" B409-6 6" (152.4) 1920 (8.54) 152 (68.9) (30.1) B409-9 9" (228.6) I 1280 (5,69) 195 (88.4) B409-12 12" (304.8) 960 (4.27) 232 (105.2) B409-14 14" (355.6) 800 (3.56) 274 (124.3) B409-16 16" (406.4) 730 (3.25) 314 (142.4) B409-18 18" (457.2) 640 (2.84) 347 (157.4) B409-24 24" (609.6) 480 (2.13) 450 (204.1) J C4Dimension compatible fitting B-Line Reference page 73 for general fitting and standard finish specifications. by E-'[•N 101 Strut Systems a r c���y raditional methods for instal ) Patent Pending branch line restraints in fire sprinkler systems are cumbersome and time-consuming. Contractors often cut (and re-cut)threaded rod to precise measurements to restrain the sprinkler pipe with a loop hanger and surge restraint.Traditional methods also commonly require five or more parts ' per restraint. To avoid these labor-intensive methods, ERICO has streamlined the process and developed the Branch Line Restraint LI System, part of the CADDY" line of hanging & hraring solutions for the fire Features protection market. Ideal for restraining Complete restraint • easy to install 1" (25 mm)through 2" (50 mm) branch • ers . . :� , , time savings per branch restraint lines, this innovative system is significantly * Eliminates ,•• • -.•-• •• • • .ct • faster and easier to install than current � � . •• ns irietlwds. It attaches directly to steel 9 Works with * Restraint • • • 41 961 • • •- • structure with bar joists, I-beams or purlins, as well • ed as concrete and wood structures. The hardware is installed with only one tool, components install with a 5/16" (8 mm) sock- drill driver a 5/16" (8 mm)socket drill driver, which -•uirements • •+ • plated provides significant labor savings and convenience. It features a simple, two- step installation process, allowing atime 6:rfaiW-E Likl e R'-Stri iird Nrg; P%J-'49i:Q fiOvie savings up to 80% compared to other W R5 Unlike most solutions that only accept � 3/8" threaded rod, the versatile Branch H _ of Line Restraint System features a swivel f attachment that can be rotated to accept 3/8" (M10) or 1/2" (M12)threaded rod. This allows greater restraint distances s WL s Li tpee FM Approved,and OSHPD pre-approved for light walled(SCH 7),SCH 10,and SCH 40 from the pipe to structure with 1/2" (M12) threaded rod. •accepts 3/8" (M10)or 112" (M12)threaded rod on either side of the service pipe The system meets the requirements •Quick grip clamp simplifies measuring and cutting of threaded rod of NFPA1 13, making it ideal for new •Works with rough-cut threaded rod and eliminates pipe-side deburring construction applications. The total •Shear-off head helps ensure correct torque and simplifies inspection system is cULus Listed and FMO Approved, Nomina and has been pre-approved by the state Numb Pipe Size (mm) (mm) (m m) (m m (mm) of California (OSHPD OPA-2629-10). CSBBRP0100[G 404477 1 1 32 3/8, 112 6.67 088 2.86 (25) (33 4) (M10,M12) (169.4) (22 2) (72 6) CSBBRP0125EG 404478 1-1/4 1,66 3/8, 112 7 56 0.88 3 31 (32) (42 2) (M10,M12) (192.0) (22.2) (84.1) F M> C&S CSBBRP0150EG 404479 1-112 1.90 3/8, 112 820 088 3.63 (40) (48.3) (M10,M12) (208.4) (22.2) (92.2) nrraovED USTED 2 2.38 3/8, 1/2 945 088 4.25 CSBBRP0100EG 404480 (50) (60 3) (M10,M12) (240.0) (22 2) (108 0) �, www.enco.corn Branch Line Restraint Strur,ilire Attachment to Steel ' I SCRL • CAM'cow W •Swivel connector accepts 3/8" (M10)or 1/2" (M12)threaded rod • Attaches to steel members with thickness from 0.105" (12 GA)to 0.5" (2.7- 12.7 mm) with self-drilling/tapping screw CSBBRSIEG WA 38, 1/2 12-24x1-114 1.11 1.06 1.59 <1 (12-24 x 32) (28.2) (26.9) (40.4) CSBBRSIMEG 402239 (M10,M12) 12-24x 1-1/4 1.11 1.06 1,59 02-24x 32) (28.2) (26.9) (40.4) Branch Line Restraint Structure Attachment to Wood/Concrete M RS i W •Swivel connector accepts 3/8"(M10)or 1/2"(M12)threaded rod •Attaches to wood/concrete structure. Pre-drill concrete with 3/16"(4.8 mm)drill bit(not included) i CSBBRS2EG WA 3/8, 1/2 1/4x 1-3/4 1.11 1.06 1.59 (6.4 x 44.5) (28.2) (26.9) (40.4) CSBBRS2MEG 402240 (M10,M12) 1/4 x 1 3/4 ill 1.06 1.59 (6.4 x 44.5) (28.2) (26.9) (40.4) Branch Line Restraint Structure Attachment to Threaded Insert LOW,-SCxL CADDY,caw H RS L w •Swivel connector accepts 3/8"(M10)or 1/2"(M12)threaded rod •Attaches to concrete anchors or structural attachments with female threads •Also for use with Snake+•anchor(not included);part number 6401SD Number Number (mm) (mm) mm) mm (mm) .� CSBBR53EG WA 3/8, 12 3/8-16 x 3/4 1.11 1.06 1.59 (M10 x 19) (28.2) (26.9) (40.4) CSBBRS3MEG 402241 (M10,M12) 3/8-16 x 3/4 1.11 106 1.59 (M10 x 19) (28.2) (26.9) (40.4) Note:Branch line structural attachments are for restraint only and not for the hanging of fire sprinkler piping. www.erico.com E�J�C�• Maximum Restraint Lengths Other products available for restraint lengths over 40" 1OrAContinuous Threaded Rod %— ^:^:;. .fi�I. "r•e'ico•co�T1 for more fire protection and Gyrationof Rod Root Least Radius hanging&bracing solutions. 1 0 1 3/8 0.300 0.075 7 14 22 30 ~ 1/2 0.404 0.101 10 20 30 40 J _„r �• Least Radius .. Root f M10 7.94 1.99 198 397 595 794 M12 9.60 240 740 480 720 960 ftFfr•rence: NFPA13,(2007) *Reference: NFPA13,(2010) eI FM is a registered certification mark of FM Approvals I.I.C.LTD. NFPA is a registered trademark of the National Fire Protection Association. Snake+is a registered trademark of Powers Fasteners,Inc. cULus is a registered certification mark of UL I.I.C. WARNING ERICO products shall be installed and used only as indicated In ERICO's product instruction sheets and training materials. Instruction sheets are available at www.erioo oom and from your ERICO customer service representative. improper installation,misuse,misapplication or other failure to completely follow ERICO's instructions and warnings may cause product malfunction,property damage,serious bodily Injury and death. WARRANTY ERICO products are warranted to be free from defects in material and workmanship at the time of shipment,NO OTHER WARRANTY,WHETHER EXPRESS OR IMPLIED QNCLUDING ANY WARRANTY OF MERCHAN(ABILITY OR FITNESS FOR A PARTICULAR PURPOSE),SHALL EXIST IN CONNECTION WITH THE SALE OR USE OF ANY ERICO PRODUCTS.Claims for errors, shortages,defects or nonconformities ascertainable upon inspection must be made in writing within 5 days after Buyer's receipt of products.All other claims must be made in writing to ERICO within 6 months from the date of shipment or transport.Products claimed to be nonconforming or defective roust,upon ERICO's prior written approval in accordance with Its standard terms and procedures governing returns,promptly be returned to ERICO for inspection.Claims not made as provided above and within the applicable time period will be barred.ERICO shall In no event be responsible If the products have not been stored or used in accordance with Its specifications and recommended procedures.ERICO will,at Its option, either repair or replace nonconforming or defective products for which it is responsible or return the purchase price to the Buyer. THE FOREGOING STATES BUYER'S EXCLUSIVE REMEDY FOR ANY BREACH OF ERICO WARRANTY AND FOR ANY CLAIM,WHETHER SOUNDING IN CONTRACT,TORT OR NEGLIGENCE,FOR LOSS OR INJURY CAUSED BY THE SALE OR USE Of ANY PRODUCT. LIMITATION OF LIABILITY ERICO excludes all liability except such liability that is directly attributable to the willful or gross negligence of ERICO's employees.Should ERICO be held liable its liability shall In no event exceed the total purchase price under the contract.ERICO SHALL IN NO EVENT BE RESPONSIBLE FOR ANY LOSS OF BUSINESS OR PROFITS,DOWNTIME OR DELAY,LABOR,REPAIR OR MATERIAL COSTS OR ANY SIMILAR OR DISSIMILAR CONSEQUENTIAL LOSS OR DAMAGE INCURRED BY BUYER. Copyright 02012 ERICO International Corporation.All rights reserved. CADDY,CADWELD,CRITEC,ERICO,ERIFLEX,ERITECH,and LENTON are registered trademarks of ERICO International Corporation. ER/C� M10aSS-WWEN DM14S7LTIIVMN 1OW312 M T0Lq__ _ www.folcoocom Revision 10/24/2007 � Fig. 2 — Adjustable Band Hanger &S LISTEO Size Range — Size 21/2" thru 6" pipe. Fnn Material — Carbon Steel, Pre-Galvanized ° Function — Recommended for the suspension of non-insulated pipe or insulated pipe with Fig. 220 shield. Fig. 2NFPA accommodates the reduced rod schedule of the National Fire J: Protection Association Pamphlet 13. C Approvals — Factory Mutual Engineering approved. Underwriters Laboratories Listed. Conforms to Federal Specification WW-H-171 E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Finish — Pre-Galvanized Note — Available in Stainless Steel materials. � B Order By — Figure number, pipe size and material Dimensions•Weights Pipe Max.Rec. Approx. Size Rod Size A B C Load Lbs. Wt./100 21/2 1/2* 53/4 41/4 15/8 600 41 3 1/2* 6 41/8 11/4 600 45 31/2 1/2* 73/8 51/4 21/e 600 52 4 5/8* 73/8 5 15/8 1000 59 5 5/8** 9 61/8 21/4 1250 97 6 3/4** 93/8 61/2 17/8 1250 139 OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE.•CORONA,CA 92879•PH: 951 737 5599•FAX: 951 737 0330 CUSTOMER SERVICE•800 786 5266 www.toico.com Threaded Acces.;Aes B3205-Threaded Rod (right-hand threads - both ends) (TOLCO Fig.103) IDTOLCO- B3205L-Threaded Rod (right& left hand threads) Size Range: 3/8"-16 thru 3"-4 rod / TL Material: Steel Specify Length Function: Recommended for use as a hanger support in hanger assemblies. L Rod is threaded on both ends with right hand threads of the length shown.Also available with left and right hand threads-specify Fig. B3205L when ordering. TL Maximum Temperature: 750°F(399°CI A Finish: Plain or E)ectro-Ga Ivan ized. Contact B-I ine for alternative finishes and Thread Size materials. Order By: Figure number, rod size, length and finish 0000 Standard Design Load Thread Size Thread Length TL 650OF(343°C) 750OF(399"C) Part No. A in. (mm) Lbs. NN) Lbs. (kN) B3205-3/8x'L' 3/8"-16 21/2" (63.5) 730 (3.25) 572 12.54) B3205-1/2 x'L' 1/2"-13 21/2" (63.5) 1350 16.00) 1057 (4.70) B3205-5/a x'L' 5/8%11 21/2" (63.5) 2160 19.61) 1692 (7.52) B3205-3/4 x'L' 3/4"-10 3" (76.2) 3230 (14.37) 2530 111.25) B3205-7/e x'L' 7/8"-9 31/2" (88.9) 4480 (19.93) 3508 115.60) For larger sizes consult full line pipe hanger catalog. ATR - All Threaded Rod - 120" (3.05m) Lengths (TOLCO Fig.100) Fig. 99 - All Threaded Rod Cut To Length Material: Steel `s cU, Maximum Temperature: 750°F(399°C) ^< Finish: Plain or Electro-GaIvanized. Contact B-Line for alternative finishes and materials. r ' 1 Order By: Figure number, rod size, length and finish Y g 9 Part No.-Size x Length Threads Recommended Load Approx.WtJ100 Ft. ATR Fig,99 Per Inch Lbs. (kN) Lbs. (kg) ATR 1/4"x 120 99-1/4"x length 20 240 11.07) 12 15.44) ATR 3/a"x 120 99-3/9"x length 16 730 (3.24) 29 (13.15) ATR 1/2"x 120 99-1/2"x length 13 1350 (6.00) 53 (24.04) ATR 5/a"x 120 99-5/8"x length 11 2160 (9.60) 89 (40.37) ATR 314"x 120 99-3/4"x length 10 3230 (14.37) 123 (55.79) ATR 7/s"x 120 99-7/e"x length 9 4480 (19.93) 170 (77.11) For larger sizes consult full line pipe hanger catalog. ■ All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. by E:t•N Line Revised412812014 94 Fire Protection Solutions by L&I regional offices are closed to putjllc visits until further notice. Offices can still help you by phone from 8 a.m. to 5 p.m. weekdays (except state holidays). Use the phone number for your closest regional office or you can call the Office of Information and Assistance at 360-902-5800. w.N-m�so�a�s+.Mw labor&Industries-(t-tPsv inima.gov). COSCO FIRE PROTECTION INC Owner or tradesperson 4308 South 131 st Place Principals TUKWILA,WA 98168 HANSON,THEODORE JOHN,PRESIDENT 425-827-9654 KING County ■ JUMP, ROGER JERRY,TREASURER ■ BERRIES,JOHN PAUL,MANAGER ■ ELEK, EDWARD E, PRESIDENT (End:01/17/2002) POOL, DANIEL F,VICE PRESIDENT (End:01/17/2002) ■ O'CONNELL,JOHN P, PRESIDENT (End:02/14/2008) ■ FIELDING,KEITH RYAN, PRESIDENT (End:03/31/2017) ■ Berres,John Paul, CHIEF EXECUTIVE OFFICER (End:06/11/2015) ■ YOUNT, MICHAEL GEORGE,PRESIDENT (End:08/02/2012) ■ KERN, DAVID,VICE PRESIDENT (End: 11/02/2007) ■ SHAFFER,STEVE,TREASURER (End: 11/02/2007) ■ CARRIER,TED,SECRETARY (End: 12/12/2014) Doing business as COSCO FIRE PROTECTION INC WA UBI No Business type 601 198 501 Corporation Governing persons JOHN P BERRES JOHN HALBAKKEN; THEODORE J HANSON; ROGERJJUMP: 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. COSCOFP110NM Effective—expiration 08/14/1989—01/14/2021 Bond Westchester Fire Insurance Company $12,000.00 Bond account no. K0878694A Received by L&I Effective date 11/13/2012 11/12/2012 Expiration date Until Canceled Insurance HDI Global Insurance Company $2,000,000.00 Policy no. gld1447202 Received by L&I Effective date 12/27/2019 01/01/2019 Expiration date 01/01/2021 Insurance history Savings .._..... .... No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I 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. Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Registered training agent.Check their eligible programs and occupations. Workers' Comp This company has multiple workers'comp accounts. Active accounts L&I Account ID Account is current. 287,024-05 Doing business as COSCO FIRE PROTECTION INC Estimated workers reported Quarter 1 of Year 2020"Greater than 100 Workers" L&I account contact T4/CASSANDRA SMITH(360)902-5632-Email:SMCA235@lni.wa.gov Track this contractor A Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training—Effective July 1,2019 Exempt from this requirement. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace Safety & Health Check for any past safety and health violations found on jobsites this business was responsible for, No inspections during the previous 6 year period_ 1 1y •� FIRE SPRINKLER PERMIT APPLICATION lJNIGV 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: ❑ New Fire Sprinkler ❑✓ Fire Sprinkler Add/Alt ❑ Underground Fire Line 20015 67TH AVE NE Project Address: Parcel ID#: Project Valuation: 8700 Number of Heads: 23 Building Area(Sq Ft): 1978 Owner: C LEARWATE R SPA Phone Number: 206-900-2935 Address: 20015 67TH AVE NE City:ARLINGTON State: WA Zip Code: 98223 Contact Person:JENNIFER BREMMEYER Phone Number: 206-900-2935 Cell Phone: 206-900-2935 Email: JBREMMEYER@COSCOFIRE.COM Address: 4308 S 131ST P L City:T U KWI LA State: WA Zip Code:96168 Contractor: COSCO FIRE PROTECTION INC. Phone Number: 206-438-3360 Address. 4308 S 131ST P L C ty:TU KWI LA State: WA Zip Code:98168 Contractor's License Number: COSCOFP110NM Expiration:1/04/2021 Contact Person: JENNIFER BREMMEYER Email:JBREMMEYER@COSCOFIRE.COM 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. �� f�C-ir Kev 04/13/2020 Applicants Signature Date Jennifer A Bremmeyer Pr.nt App cants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received WEB Forms—131 Page 1 of 1 6116LP NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED PERMIT#: S!2 of LOT#: DATE: b- JOB ADDRESS: dojo o (calf' Al ve- bAlG TYPE OF INSPECTION: Sp r.n L I a e,�y Jrf, c�/O'✓r ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. Cl CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION 5(JuCf - 106C. C� THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 i ' S-300 �/h,lc,- Y►�Uke �t 1,—I INSPECTOR DATE Cl BUILDING DEPT. Cl PLANNING DEPT. CITY OF ARLINGTON CITY OF ARLINGTON 1� 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:20101 67th Ave NE Permit#:3129 Parcel#:31051400200700 Valuation:8700.00 OWNER APPLICANT CONTRACTOR Name:Gayteway Business Park,LLC Name:Cosco Fire Protection,Inc Name:COSCO FIRE PROTECTION Address:P.O.Box 1727 Address:4308 S 131st PL Address: 10910 177TH PL NE City,State Zip:Bellevue,WA 98009 City,State Zip:Tukwila,WA 98168 City,State Zip:KIRKLAND,WA 98033 Phone: Phone:206-438-3360 Phone:206-827-9654 LIC:COSCOFPI IONM EXP:01/14/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: L1C#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Fire Sprinkler CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. (�P�1'Il'll P.Y 1�l'P�I�IPUA� Jennifer Bremmeyer 4/30/2020 z0 Signature Print Name Date Released By bate CONDITIONS 1. Permit and set of approved plans to remain on site during installation. 2. Significant deviations from approved plans made during installation shall be required to be resubmitted for review prior to inspections: may include hangers, earthquake bracing, sprinkler locations and pipe re-routing that could impact hydraulic calculations. Failure to submit revisions could result in cancellation of an inspection while a review of an as-built resubmittal is conducted. 3. Cover inspection required. 4. Hydrostatic test required: 200 psi for 2 hours minimum. 5. Any mechanical tee cut-outs shall be tied to sprinkler piping and be visible at time of cover inspection. 6. Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 7. Owner shall be provided with a set of approved plans and associated documents for their files. 8. Call at least 48 hours in advance to schedule inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 04/30/2020 Fire Sprinkler Permit $300.00 04/30/2020 Processing/Technology Fee $25.00 04/30/2020 Fire System Plan Review $162.34 Total Due: $487.34 Total Payment: $0.00 Balance Due: $487.34 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:20101 67th Ave NE Permit#:3129 Parcel#:31051400200700 Valuation:8700.00 OWNER APPLICANT CONTRACTOR Name:Gayteway Business Park,LLC Name:Cosco Fire Protection,Inc Name:COSCO FIRE PROTECTION Address:P.O.Box 1727 Address:4308 S 131st PL Address: 10910 177TH PL NE City,State Zip:Bellevue,WA 98009 City,State Zip:Tukwila,WA 98168 City,State Zip:KIRKLAND,WA 98033 Phone: Phone:206-438-3360 Phone:206-827-9654 LIC:COSCOFPI IONM EXP:01/14/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: L1C#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Fire Sprinkler CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRCI l0. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By bate CONDITIONS 1. Permit and set of approved plans to remain on site during installation. 2. Significant deviations from approved plans made during installation shall be required to be resubmitted for review prior to inspections: may include hangers, earthquake bracing, sprinkler locations and pipe re-routing that could impact hydraulic calculations. Failure to submit revisions could result in cancellation of an inspection while a review of an as-built resubmittal is conducted. 3. Cover inspection required. 4. Hydrostatic test required: 200 psi for 2 hours minimum. 5. Any mechanical tee cut-outs shall be tied to sprinkler piping and be visible at time of cover inspection. 6. Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 7. Owner shall be provided with a set of approved plans and associated documents for their files. 8. Call at least 48 hours in advance to schedule inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 04/30/2020 Fire Sprinkler Permit $300.00 04/30/2020 Processing/Technology Fee $25.00 04/30/2020 Fire System Plan Review $162.34 Total Due: $487.34 Total Payment: $0.00 Balance Due: $487.34 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 CLUALIWATEr SUA o SCOPE OF WORK m O 1.Add 23 sprinklers to conform to tenant improvement per 11113, 2016 and the city of Arlington. ul 12- o - — -- -- _ , _ . w° 2. Point of connection existing 3" Branch lines. Uw cgs 3. Max head spacing 225 sq ftfor Light Hazard. o.g General Notes 1.All design and installation is in accordance with NFPA 13, 2016 and the City of Arlington. ;----------- °w ° 2.All material and equipment to be new UL Listed or FM approved °Z, 3. Black Schedule 40 for 1"pipe, Schedule 10 for 1-1/4 , Flow for 1-112 4 pipe on all wets stempiping. ' p p p'p Y : 4. 1" Threaded pipe and fittings and 1-114"-4" grooved pipe and fittings. o $ Oz 5. Piping dimensions are cut length. Bio Ta_ 6. Hangers and method of hanging to be in accordance with NFPA 13 2016 and the City of Arlington. e , m a.e• a.n t,.............. .i 7. Joining of pipe and fittings, threaded and welded shall be in accordance with NFPA 13 2016 and the City of Arlington. 8. Owner to provide adequate heat to prevent pipe from freezing in areas protected b wet pipe sprinkler system. p q p p'p g ' p Y p'p p Y .�N r m '� �� LL o SECTION VIEW 1 It T'1 _ RETAINING STRAP SCALE: N.T.B. i .0 PBEA -MP CONCRETE WALL C IL 12-X 2.25'HILTI KWIK BOLT - FIG.980SWNEL -_3R'ATR 'LL GONNEONONo = �% VSCH.<OPIPE sp o FROM VERT I BEAM OR BAR JOIST _ ro I RING LL A -6 1❑I-❑ 51-9 31-4'/ 51-6 31-1❑'/ 51-1'/ O•\ A FIG.SIR FIG.10001 1 001 FASTCLAMP PI E } MT 311X 2" ❑ It"a Ly O. }� !�Q } v � ' LATERAL BRACE TO CONCRETE TOP BEAM CLAMP a$Y co D a m (E)BRANCHUNE z '� _: FP 1.00 y� II 1 I 0/a 1"X0'-8"DROP 1'ARMOVER (n n ^13 1%-PIPE LEN VARIES t FVI"" MTRE WHERE �����6EGTH IVE0ECAI SITE PLAN �Lon EATOrVICF N15'B"STRUTOicNcEE L[RqR^III /j O I SCALE: N.T.B. STRUTCLAMP E013 FO 22 /^L..O ,O }-% /1, 1"FENDERW HER �y ^� 'Y 2 1 �� �� } 1/a'TEKSCREW MBLY N 1 C - SI-1 1 METALSNDWALL ~ N g 9 g ® RACKET U � « NT SPRINKLER ^n UNISTRUT TO METAL STUD CEILINGVICFLEX DETAIL \ I I I I I ¢ N a o I u 0 o I a m m D Ifl } } ° a ID I Area Of WIC a ° F Ll --� I ------ 0 m �®®_ I E �C D z 11, ❑ 1 } 11 /z } ff : 1 ywe N 1 1iz 10 1 1 V. Q 1 1/z 1 1/ 1 '/a 1 1 '/a 1 1/ O 1 ,/ I R I = NWn rmo w m j t a NEW CEILING AND WALL m 2 2 41_8 \ q I _ _ WQQ WOm Z_ STRUCTURE DETAIL SPRINKLER HEAD LOCATION IN ACT �1I �_ o ❑ 0/.... �O ^D adz ;ZM; F a Z- QI I I------ --�- --.--- u zM i qMp i Ul IS ❑ A 41 4 r 3 3 n Gn< °O a"E c 4 }� `� ❑ 8-GONG.WALL• u 1 ` N dr: 1 1 z i0 1 1 \ 1 V. ��' 1 '/z 1 '/a •°;p are'N a WASH 1 v I z� z z — a} a MegNwgc --lr--�� ❑ �Y HILT KWIK LTS S R CUMP wT cq q } 1 1PX312'EM EDMENT•: + T Eq e ,` t 5re'sTRur pes' e \ (7 BITE PLAN a, •-',� J r. SCALE: N.T.B. . < PIPE NTERLINE W.E.E. 4'-1 1-❑ 6'-4 1 3-4 2-B a a �° LE GCE N D UNISTRUT TO CONCRETE WALL _ ReFeReMC EXISTING SPRINKLER NEW PIPE SCALE; All 11— EXISTING PIPE E OVERHEAD PIPING PLAN NEW WALLS SHEETND. 'geDALE-,�/e D• ZO scnLE. lie = 1-D FP 1.0D y0 u 0 m mS os vl9? �,-I L.,§ � �--I ;�P; U.h V a 'oo8 FLEx LE% 7�W—Ip J�W�p O A ❑ "'I" Ir PP-P -DO'vuK "'I"M&-B-N N1 ELECTRIC-RM BELL ® ®_YESAGF IOI�I—PE u kEIIEE �^ P x/T'hi, VRLVE ®9 TWA E�OW Sx'aRIR iCx [OUB LE—LTDR CHECK VPLVP PSS BLY ® 10 _CHECN O�CV-1P' H iNiEGRAiEO ipMPFR SmtCHE9 EM 5 REL.LE W GRU—7050-990 1 iBPMTPER SWIiCH� ttPE(1Y—OUT)5 90 „ 21 REx LN B(z—IGI R "49 9axJ BB bBo J� / \ r —a.r PIPE sTnxos— O� 4 .o� EU aPE s�I o RISERXDETAIL 3 17) vnl-v a 2$ IL LL RISER DETAIL EIS SCALE: N-T-S. r� "U Nm p 0 LL� 0) Y 16 � 1 y c ------------------------------------------------------------------------------------------------------------------------------------------------ fi b0 I s 329'-7 S D' I .................................................................222r-o........................................... ........................ I � N I � I Z I I N� I LLs I �s i LFJ 1 � I •u z I I X I I Eam x.>,ma.loaPmm•aI ao Lu13 u I _ __ • I •i ti to ' 1N SITE PLAN a m m o $GALE:41 D F I e D O 1 p JIN q Q q p F 4 N q 4 0 00. uz lm Riser Tag Hydraulically CO5CDI System FIRE PLAN5 00 d 1 Design Basis O W J Occupancy: Light Hazard rr T.CT aZn w a Z Total Sprinklers: 178 cLEARwAT a m MElgo m J y I I Number Of Sprinklers Calculated: 13 WiQ ..Wom i IX W� I Number Of Nozzles Calculated: 0Zu3 rc o o KLI factoC 5.6 u Imo I-ozo N Q I I Orifice Size: 0.5 -.. m Q'^z °fwo z w F it D. DO ,L — : Design Density: 0.10gpm/ft' °qx xEo.,�Tlom' q JCn °u R�C e it Average Density: 0.27gpm/ft' n DNQ I Area of Application: 900ft'(Actual 907fN) in t Demand at Base Of Riser or Point Of Connection I Total Demand Flow(gpm): 240.77 Pressure 69.243 (psi): I Water Supply Information At Time Of Design I.ind.d.nd in UhI I UP—o. "I Static Pressure(psi): 67.000 LI GNT HAZARD Residual Pressure(psi): 64.000 N/A fqY e I Supply Flow(gpm): 5000.00 Total Demantl Flow(gpm): 340.77 N/n HYDRAULIC PLAN Total Demand Pressure(psi): 69.581 CCSCC FIRE PROTECTION INC. I SCALE: 1/S =1-C mTesLlme w.W.E. Safety Margin(psi): 17.260 OI...EEE.... SCALE Al 11= •L� FP 1.D 1 Permit#: 3129 Permit Date: 04/14/20 Permit Type: FIRE SPRINKLER Project Name: Clearwater Spa Applicant Name: Cosco Fire Protection, Inc Applicant Address: 4308 S 131 st PL Applicant, City, State, Zip: Tukwila, WA 98168 Contact: Jennifer Bremmeyer Phone: 206-438-3360 Email:jremmeyer@coscofire.com Scope of Work: Fire Sprinkler for office area Valuation: 8700.00 Square Feet: 1978 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 04/30/2020 Permit Expires: 10/27/2020 Form Permit Type: Status: COMPLETE Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 399 Other 31051400200700 20101 67TH AVE NE Park,,LLC way Business Miscellaneous P Manufacturing NEC Contractors Contractor Primary Contact Phone Address Contractor Type License License# COSCO FIRE 206.438.3360 4308 S 131 ST PL CONSTRUCTION UBI 601 198 501 PROTECION CONTRACTOR COSCO FIRE 206.438.3360 4308 S 131ST PL CONSTRUCTION LABOR& COSCOFP110NM PROTECION CONTRACTOR INDUSTRIES Plan Reviews Date Review Type Description Assigned To Review Status 04/14/2020 FIRE SPRINKLER BUILDING 1.Permit and set of approved plans to remain on site during installation. 2.Significant deviations from approved plans made during installation shall be required to be resubmitted for review prior to inspections:may include hangers,earthquake bracing,sprinkler locations and pipe re-routing that could impact hydraulic calculations.Failure to submit revisions could result in cancellation of an inspection while a review of an as-built resubmittal is conducted. 04/14/2020 FIRE ALARM 3.Cover inspection required. FIRE 4.Hydrostatic test required:200 psi for 2 hours minimum. 5.Any mechanical tee cut-outs shall be tied to sprinkler piping and be visible at time of cover inspection. 6.Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 7.Owner shall be provided with a set of approved plans and associated documents for their files. 8.Call at least 48 hours in advance to schedule inspections. Fees Fee Description Notes Amount Fire Sprinkler System Commercial NFPA 13/13R $300.00 Processing/Technology $25.00 Fire System Plan Review Table 4-1 $162.34 Credit Card Service $14.62 Total $501.96 Attached Letters Date Letter Description 04/14/2020 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 04/30/2020 John Halbakken 80083322 $487.34 04/30/2020 80083322 CC Surcharge Raelynn Jones $14.62 Outstanding Balance $0.00 Uploaded Files Date File Name 10/11/2021 9865755-3129 IC 6.15.2020.pdf 04/14/2020 6516433-3129 Apnlication.pdf 04/14/2020 6516434-3129 Plans.pdf ■ a n � o R a + N d 2 P3' 81-0 5'-3 a 7�. ° N --- m p _ f •6 -6 � 1 1 p r� { .�.�°�L�R° ! IT-6 6 ,^� r r-p 0 N O H &L-h HK i o - 13- 0 0. nrn a it, _. p.___- n 0 0 m z p _ m 111 �'� M 1 2'-❑ ' 1 O'-O 5'- f e Q Z I � G) d ! O ! ! + O' + 1 u Iv O- � '2 11 7?1iA F—I O' 7 � o «, 1 ! ! A - -lL—� O 3 ! 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