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HomeMy WebLinkAbout20101 67TH AVE NE_BLD3479_2026 `Y City of Arlington dC44LG O[ 4l�[n] CQL� • Development Services +4ING"'0 238 N. Olympic•Arlington, WA 98223 DATE JOB NO. ❑Administration ❑Building ❑Engineering ATTENTION ❑Planning ❑Utilities TO RE: WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION TvW1 ��IIVUI,L-� �1)bwlliTG �- l v THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO v SIGNED: If enclosures are not as noted,kindly notify us at once. ��TY 04 City of Arlington [LIEUT n @7 4 D a HQM044Lad • Public Works 7�'�NG_0 238 N. Olympic • Arlington, WA 98223 DATE JOB NO. ❑Administration ❑Maintenance & Operations ATTENTION ❑Engineering ❑Utilities TO RE_ t WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATF NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. ' OPERATING PERMIT APPLICATION Department of Community& Economic f city or Arlington•18204 59th Ave NE•Arlington,WA 98223•Ph Part I Applicant/Building Information Applicant's Name: Thermal Hydra Plastic, LLC. dba Clearwater Spas 1 Applicant's Address:20015 67th Ave NE, Arlington, WA 98223 Contact Person:Michael Ahmad Telephone:425-_ Address of Premises for which Operating Permit is requested: © Same as above ❑ Other(specify): Tax Parcel ID#: 46-3255889 Current Occupancy Class:F-1 Part II Type of Operating Permit An Operating Permit is required to conduct any activity or to use any class of building listed below. Please indicate the type(s) of Operating Permit(s)requested by checking each applicable box. (If you require assistance,or would like more information, contact the City of Arlington Building Department at 360-403- 3551.) ❑ Manufacturing, storing or handling hazardous materials in quantities exceeding those listed in the Fire Code (see Appendix A.) Identify the materials and quantities and describe the manner in which the materials will be manufactured, stored or handled (attach additional sheets if necessary): NA Revised 4/l/08 Received Page 1 of 4 FEB 2 3 2021 tjp��4�;' Part II (cont'd) Conducting a hazardous process or activity, including, but not limited to, any commercial or industrial operation which produces combustible dust as a byproduct, fruit and crop ripening, waste handling,spray operations, and high-piled storage (see Appendix B.) Describe the process(es) or activity(ies) to be conducted (attach additional sheets if necessary): The operating permit request is to use a (foam booth) to spray hot tubs with foam ( a mix of polyol resin) ❑ Use of pyrotechnic devices in assembly occupancies (see Appendix C.) Describe the devices to be used and type of event(attach additional sheets if necessary): NA ❑ Aboveground Storage Tank(AST) (see Appendix D) ❑ Removal ❑ Decommissioning ❑ Temporary rank closure ❑ Chcrrrges in service ❑ Permanenttankclosure NA Brief description: ❑ Underground Storage Tank (UST) (see Appendix D) ❑ Removal ❑ Decommissioning ❑ Temporary tank closure ❑ Changes in service ❑ Perrnanenttankclosure NA Brief description:— ❑ Temporary Membrane Structures, including tents and canopies (see Appendix E.) Brief description of structure and use: NA Cc: Fire Department Page 2 of 4 Part II (cont'd) ❑ Special Event Operating Permit -An Operating Permit is required for any special event that takes place within an occupied building, or an outdoor mass gathering,which is outside the scope of the permitted use(see Appendix F.) Brief description of type of gathering proposed: NA Part III Premises/Building Information 1. Date of last inspection of Premises: 2/22/2021 2. Has a Certificate of Occupancy been issued for the premises?❑ Yes © No Type: ©Permanent ❑ Temporary Date of Issuance: 3. Are there currently any open Building Permits associated with the premises? ❑ Yes ❑✓ No If yes,please describe(attach additional sheets if necessary): 4. Additional Comments: SIGNATURE OF APPLICANT I herby certify that the foregoing information (and all information in attached sheets, if any) is true and complete. G�CclzaeL�h:vrzad � �•� 02/22/2021 Signature of Applicant or Authorized Representatives Signature Date Michael Ahmad Name and Title (if applicable) of person signing Application (Please print) Cc: Fire Department Page 3 of 4 Part IV To be completed by the City of Arlington Building Department Inspection Required: M Yes ❑ No Inspections Performed: ❑ Yes [9No Date of Inspection: Tests or Reports required verifying compliance? ❑ Yes ® No If YES, have Tests or Reports been received? ❑ Yes ❑ No Application(s) Approved: ® Yes ❑ No Operating Permit Issued by: 1 Date Operating Permit Issued: /Azl/s Z" Date Operating Permit Expires: Type/Description of Operating Permit: .5Ptok-C 1`Z_—i Lk Conditions of Operating Pernut (list conditions here AND in the space provided in the Operating Permit): 1`1i1�� l� yt1 1%I1ZL .5;[.1 FP oz--Motif SYSTG f-1 1 II1 Additional Comments: (Attach additional pages if needed) Cc: Fire Department Page 4 of 4 Y w Z N L U p W wow w O w U > N =WFo = .` M I--�}om cn N ti fnzx= c: U w¢ o ' ` , CO � o- G Z (�'7 �JJwa' N Qj 70¢ i } co o U W C ch U) cr) z z c6 O 4 �GpCL O N N ¢woa - U 2Pz<° i ly O¢aa N w� w �— G wZC9LL Q �¢ZO Ip o�T w �O Q + FZ z o Z 2OFU / w C) W U Oww J Z ❑a, W cn O Q W I F a 00 V) LL W N .1 - > p N Z _ O _O w LL / \ Z O LL U) ~W W \ \ W W / � o U) w z \ 01 W ww p 0 o F- I O d o W z w W { < U) U x Q CITY OF ARLINGT w w BUILDING DEPARTMENT U APPROVED w oo LL O cn U) Lu 2U) z cn DA BY wJ wo z cin QD zz o0 NO CHANGES AUTHORIZED = z w w �-r UNLESS APPROVED BY THE (n CD = o = w BUILDING INSPECTOR W z ~ p (j v < < cnwzQ cn - z 0c w w U — w F- J W W J z D Cn Q F- 1 e 2 ?/§ a . ) � \ � Of } § \ \ \ o + z2 = o If j8/ \ / a ® ± J e > & EEI zj / jc 42 = / \ em 0 = 6 = 2 ± [ 2J = � � w /\(m }® ® ® E § \ g \ j \ j / \z Ld c / < << « = = ± Gi % % $ � r ea0\ §) § ) x = x � c � _ :z E = [ f \ aa ® ± _ o e,}§ 2 \ \ \ \ xX xx § / / 0ir 9 S $ ° G ~ © ? / / \([\ / / ° (D % o\\( Lu � _ _ G ® }\\ \ \§4G ~ //\\ < ` co :D < Mo-> < °0°fr 3±0 CO 0 x c ca N \ � � 6 _ ® ® 3 \ \\ ƒ 0 ƒ w 2 « G / N ^ G z m @ / < w _ m G 3 * z J 9 F- P O u J / \ � ^ / w \ \ \ g + / / ƒ m ± II I \ \ % / / z 2 m \ L \ % D ® Zz@ < D \ 2 - 2 \ � \ kW / z I ® < < \ 22 \ ¥ E ± m@zI \ \ /\z � M§: q 7 g/ a) e j//a � \ \ \Zjw / \\j 04 . _ @ maG\ . 2 % \ % Z�-- \ Ho' � g � ::mo % §}!/ .. 22}r 4 [/[0 /(/) 4 . 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We design and manufacture in compliance with the standards/guidelines set forth by ' NFPA 33. Our USA made booths are designed with UL approved components and consideration for /1 II OSHA 1910. However, since local regulations may vary, we provide support to meet those requirements based on your individual needs. Merchant 1 Manufacturing LLC will provide support in / the installation of the booth through consultation by our experience technical staff at plant location. II IWBT05302018 / ' II r ram►����►�����►r��� `�r������ �����a�r`► Quote Paint Booth Clearwater Spas: MODEL NUMBER PBOF171124--Custom Open Face Paint Booth INSIDE DIMENSIONS 16' Wide x 101 Tall x 20' Deep--Note: Custom Dimensions--Inside depth is 20' working area. OUTSIDE ; 17' Wide x 1 V Tall x 24' Deep +/- inches DIMENSIONS CONSTRUCTION 18 GAUGE G-90 GALVANIZED STEEL FRONT OPENING 16' Wide x 10' 'Tall DIMENSIONS LIGHTING 18@ 4 TUBE, 2' X 4' FLUORESCENT T-8 FIXTURES WITH GLASS EXHAUST SYSTEM 30" Fan;5 HP-3 PHASE MOTOR; 15680 CFM @ 1/2" S.P.--Note: Customer has 3 phase power input. FILTRATION 20" X 20" EXHAUST FILTER PADS--Note: There will be a exhaust blanket filter to serve as a pre filter. This blanket will attach at top of exhaust bank and hang down over the 20 x 20 filters. The purpose is to catch heavy material build up before the final filters. On the 20 x 20 filters use the 22 gram filters. MANOMETER/DRAFT INCLUDED GAUGE, HARDWARE AND SEALANTS Your Cost for Open Face Paint Booth will be: $7,600 Duct work package consisting of: 30"D x 20'L- duct, mounting ring, roof curb and butterfly top cost: $1,400 Control Panel/VFD(control fan speed)-5 hp-three phase in 3 phase out-208-240 vac-controls S lights cost: $1400 Surcharge for West Coast shipping cost: $ 00 Total Cost for All Above: 11 400 with Shipping & Crating to Arlington, 'WA New Plant Location. ' OPERATING 1 PERMIT APPLICATION Department of Community& Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 Part I Applicant/Building Information Applicant's Name: Thermal Hydra Plastic, LLC. dba Clearwater Spas Applicant's Address:20015 67th Ave NE, Arlington, WA 98223 Contact Person:Michael Ahmad Telephone-425-367-9977 Address of Premises for which Operating Permit is requested: © Same as above ❑ Other(specify): Tax Parcel ID#: 46-3255889 Current Occupancy Class:F-1 Part II Type of Operating Permit An Operating Permit is required to conduct any activity or to use any class of building listed below.Please indicate the type(s) of Operating Permit(s)requested by checking each applicable box. (If you require assistance,or would like more information, contact the City of Arlington Building Department at 360-403- 3551.) ❑ Manufacturing, storing or handling hazardous materials in quantities exceeding those listed in the Fire Code(see Appendix A.)Identify the materials and quantities and describe the manner in which the materials will be manufactured, stored or handled (attach additional sheets if necessary): NA Revised 4/l/08 R:�c:eived Page 1 of 4 FEB 2 3 2021 Port II (conVd) ❑ Conducting a hazardous process or activity, including, but not limited to, any commercial or industrial operation which produces combustible dust as a byproduct, fruit and crop ripening, waste handling,spray operations, and high-piled storage (see Appendix B.) Describe the process(es)or activity(ies) to be conducted (attach additional sheets if necessary): The operating permit request is to use a (spray booth) to spray hot tubs with acrylobond DR 03-130-1. ❑Use of pyrotechnic devices in assembly occupancies (see Appendix C.) Describe the devices to be used and type of event(attach additional sheets if necessary): NA ❑ Aboveground Storage Tank(AST) (see Appendix D) ❑ Removal ❑ Decommissioning ❑ Temporary tank closure ❑ Changes in service n Permanent tank closure Brief description:N A ❑ Underground Storage Tank(UST) (see Appendix D) ❑ Removal ❑ Decommissioning ❑ Temporary tank closure ❑ Changes in service ❑ Permanent tank closure Brief description:NA ❑ Temporary Membrane Structures, including tents and canopies (see Appendix E.) Brief description of structure and use: NA Cc: Fire Department Page 2 of 4 Part II (cont'd) ❑ Special Event Operating Permit -An Operating Permit is required for any special event that takes place within an occupied building, or an outdoor mass gathering,which is outside the scope of the permitted use(see Appendix F.) Brief description of type of gathering proposed: NA Part III Premises/Building Information 1. Date of last inspection of Premises: 2/22/2021 2. Has a Certificate of Occupancy been issued for the premises? ❑ Yes ©No Type: ©Permanent ❑ Temporary Date of Issuance: 3. Are there currently any open Building Permits associated with the premises? ❑ Yes © No If yes,please describe(attach additional sheets if necessary): 4. Additional Comments: SIGNATURE OF APPLICANT I herby certify that the foregoing information(and all information in attached sheets, if any) is true and coillpicte. 6M,-,-ha,Z 'A(h".ue ..r W.>,.•,� 02/22/2021 Signature of Applicant or Authorized Representatives Signature Date Michael Ahmad Name and Title (if applicable) of person signing Application (Please print) Cc: Fire Department Page 3 of 4 Part IV To be completed by the City of Arlington Building Department Inspection Required: D<Yes ❑No Inspections Performed: ❑ Yes gNo Date of Inspection: Tests or Reports required verifying compliance? ❑ Yes Ed"No If YES, have Tests or Reports been received? ❑ Yes ❑ No Application(s) Approved: 0 Yes ❑ No Operating Permit Issued by: V O Date Operating Permit Issued: ' Z Date Operating Permit Expires: Type/Description of Operating Permit: S PIZt�t� 130,0T-1 Conditions of Operating Permit (list conditions here AND in the space provided in the Operating Permit). M'LIS'� u MV +� rtrJl�.f: -�15P�.��10�1 --- Additional Comments: (Attach additional pages if needed) Cc: Fire Department Page 4 of 4 y V♦Lu 06 `+ s' w OROO LL t t U) O OF ARLINGTON V BUILDING DEPARTMENT APPROVED DATE / Z BY NO CHANGES AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR co 1 m O 1 J LL Cl) v 1 1 1 y F OM W ®0 i J - LL Cl) U) - O � r U) 0 CL z 0 Tj (D— A-, c w en —m 715 m m �d E o 5 Lu -'- Er Q a 11, 0 LL Ca 7,1 0 75 iLI ?'S 'o CIL 011 w in � (Dr cn + 0 m [ OQ 1) a) aj 0) w 'AJ, 0 X x x x x x x x x- 71 z - - 6 --,r 4 (Z' i, 'n '-J, 0 -r vv M 1-11 (Nil ALL U- co a cnn cn . I 0 0 Ir CL Cl Cl CJ CG Go 0 F(<8 a.a. N IL co IL 0. U? 0. co uj uj CM z -i LU F- 0 0 m z Move < Lu U) 0 0 z 0 LL co cn Cl ri is 0 Cl C3 cuQ cy u 00 a) 0) 0) 0) INOU=l tv ;-,r- (cIq — Cr ) uD CN 0 0 rvr� -,rLo C) c) . M V _Z J LL1 V 2 H O O 0o Q W CL 5 J rsy G Q U U) L Z O OM W C3 O J LL U) O - - w c z --- w r. LO -- I � ra 70 Q �` u r LL. E7 a o 0 J ti r3 U� J I,L cq r SV CL' E r Cl. 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F- U) m x X OLL Cl) O A4 Certificate of Compliance Merchant 1 Manufacturing, ILLC Paint Spray Booths 1203 Freeway Drive Reidsville, NC 27320 888-853-9992 Merchant 1 Manufacturing booths are made in the U.S., in Reidsville, NC and are in compliance with the standards of: ✓ National Fire Protection Association (NFPA-33) ✓ OSHA 1910 ✓ Guide to ICC Spray Booth Codes ✓ All booths are made using 18GA G90 galvanized steel Booth components are designed to applicable standards as shown below: Component . Standard-2 Standard-3 Motor UL Recognized CSA certified NEMA Table 12.10 Tube Axial Fan AMCA Type B Spark-Resistant Props ----N/A---- Light Fixtures (Litnonia) UL Listed CSA certified NOM certified Fixture Glass 16 CFR 1201 ANSI Z 97.1 ----N/A---- Filters (Intake) UL Class 2 (R13458) 85.30% efficiency ----N/A---- Filters (Exhaust) EPA (98.65%efficiency) NFPA Standard 33 OSHA(standard 1910-107) MiM Compliance Statement: Our manufacturing company, Merchant 1 Manufacturing, LLC designs and builds all of our paint booths, media booths, and powder coating booths. We design and manufacture in compliance with the standards/guidelines set forth by NFPA 33. Our US-made booths are designed with UL-approved components and consideration for OSHA 1910 and ICC Spray Booth Codes. However, since local regulations may vary, we provide support to meet those requirements based on your individual needs. WBT09152016 Moll Michael Ahmad From: Michael Ahmad Sent: Tuesday, March 02, 2021 6:57 AM To: Annemarie Todd Subject: FW: Paint Booth Quote-Cross Flow-Anderson-Woodinville, WA 98208 Attachments: Cross Flow Assembly Sheets Inside Bridge Plenum.pdf; New Certificate of Compliance wbt09l 52016.docx From: William Turner [mailto:wbtmlm@yahoo.com] Sent: Monday, March 6, 2017 12:17 PM To: Harlen Anderson <handerson@CLEARWATERSPAS.COM> Cc: C. B. Lawrence <cbl@mlm-Ilc.com>; Mark Satterfield <markmlm@yahoo.com>; Andy Turner <andymlm@yahoo.com> Subject: Paint Booth Quote-Cross Flow-Anderson-Woodinville, WA 98208 Mr. Anderson, below is quote for Custom Cross Flow Paint Booth you inquired about by phone to Andy this morning. Please review the details and make sure the quote reflects your needs. Thank you! Mr. Anderson, below is our Cross Flow Paint Booth w/Bridge Exhaust Plenum which will be customized and is being quoted. There is a data block showing the details of your booth. Please review the dimensions and details to make sure they meet your needs. On the attachments are drawings of the booth and our "Certificate of Compliance". Your cost quote is below. CROSS FLOW PAINT BOOTH WITH HORSESHOE EXHAUST MODEL NUMBER PBCF14914H-Bridge Exhaust Plenum-Custom INSIDE DIMENSIONS 14'WIDE X 97ALL X 14'LONG-Note: Shorter Length OUTSIDE DIMENSIONS 15'WIDE X 9'6"TALL X 14'3"LONG CONSTRUCTION 18 GAUGE G-90 GALVANIZED STEEL FRONT DOOR OPENING DIMENSIONS 97ALL X 10'WIDE-Note: Drive Through Doors cost: $1,500 MAN ACCESS DOOR OPENING 1 DOOR WITH WINDOW @ 7-TALL X 3'WIDE LIGHTING 8 @ 4 TUBE, 2' X 4' FLUORESCENT T-8 FIXTURES WITH GLASS EXHAUST SYSTEM 30" FAN; 3HP-3PHASE MOTOR; 12600 CFM @ 1/2"S.P. FILTRATION 20" X 20" INTAKE & EXHAUST FILTER PADS MANOMETER/DRAFT GAUGE, HARDWARE INCLUDED AND SEALANTS i ti Your cost for Cross Flow Paint Booth w/Bridge Exhaust Plenum will be: $5,999 Drive Through Doors cost: $1,500 Duct work package consisting of: 30"D x 81 duct, mounting ring, roof curb and butterfly top cost: $900 Surcharge for West Coat shipping: $500 Total Cost of all above: $8,899 with Shipping & Crating to Woodinville WA Clifford, we manufacture the paint booths ourselves here in Reidsville, NC. Our production time is currently(February 27, 2017) or less from order/payment. You can see all our booths at: www.paint- spray-booths.com. Please check with your local permitting authorities before you purchase the booth. Thank you for letting me quote you. William B.(Buddy) Turner, Jr Merchant 1 Marketing, Llc Main Website: m1mequipment.com Merchant 1 Manufacturing, Llc Email: wbtmlmpyahoo.com 1203 Freeway Drive Reidsville, NC 27320 888-853-9992 Our paint booths are designed for extended service and production requirements, while providing the correct environment to produce the finest quality finishes. All of our paint booths and spray booths are constructed of Premium 18 gauge G-90 galvanized steel. This provides a longer life for your investment. Fast & easy installation with engineered panels and self tapping TEK screws. • Buyer considerations/responsibilities: off-loading of delivery truck, light bulbs, installation, electrical, local permitting and fire suppression if required by code z r CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 42 INSPECTIONS: 360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT 20101 67TH AVE NE Permit#:3479 Permit Expiration Date: 04/06/2021 Parcel#:31051400200700 Valuation: 12360.00 OWNER APPLICANT CONTRACTOR Gayteway Business Park,LLC Cosco Fire Protection,Inc Cosco Fire Protection P.O.Box 1727 4308 S 131st PL 4308 S. 131st PL Bellevue,WA 98009 Tukwila,WA 98168 Tukwila,WA 98168 206-438-3360 206-438-3360 LIC:COSCOFP110NM EXP:01/14/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Fire Sprinkler CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC I I OARC l 10. 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. Ian Cass 11/25/2020 pass -o.N 10 ` �- Signature Print Name Date Released By Da c 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 sin inerectinn while a review of an as-built resubmittal is conducted.3.Cover inspection required.4.Hydrostatic test required:200 psi for 2 hours minimum.Test shall include all new pipe/components from point where connected to existing overhead branch line.5.Separate water flow switches required on drops to paint booths.6.Sprinklers in paint booths shall be covered with cellophane bags having a thickness of 0.08 mm(0.003 in.)or less or by thin paper bags.7.As no paint booth details were provided with fire sprinkler drawings,additional fire sprinkler requirements may be made in the field by Arlington Fire Department after visually examining paint booths, 8.Mechanical tec cut-outs shall be tied to sprinkler piping and be visible at time of cover inspection.9.installations of fans in warehouse are required to be centered between four(4)ESFR fire sprinklers. 10. Sidewall fire sprinklers were called for on plans,but none were found during plan review. 11. Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 12.Owner shall be provided with a set of approved plans and associated documents for their files. 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 11/25/2020 Fire Sprinkler Permit $375.00 11/25/2020 ProcessinglTechnology Fee $25.00 11/25/2020 Fire System Plan Review $217.02 11/25/2020 Credit Card Surcharge $18.51 Total Due: $635.53 Total.Payment: $635.53 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternuun i -- CIT� -Y OF ARLINGTON 18204 59th Avenu e NE,Arlington, WA 98223 Iiv SpECTIONS: 360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT 20101 67TH AVE NE Permit#:3479 Parcel#: 31051400200700 Permit Expiration Date: 04/06/2021 OWNER APP'L I CANT Valuation: 12360.00 Gayteway Business Park,LLC Cosco moire protection,Inc CONTRACTOR P.O.Box 1727 4305 S 13 1 stPL Cosco Fire Protection Bellevue,WA 98009 TukN .,j - w,�98168 4308 S. 131 st PL 206-438-3360 Tukwila, WA98168 206-438-3360 MECHANICAL CONTRACTOR LIC:COSCOFP110NM EXP:01�14/2021 PIA"NIB►NG CONTRACTOR LIC#: EXP: LIC#: JOB DESCRIPTION EXP: PERMIT TYPE: Fire Sprinkler STORIES: CODE YEAR: 2015 DWELLING UNITS: CONST. TYPE: BUILDINGS: OCC GROUP: OCC LOAD: 'PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a other ordinance or order of the City,of an state or federalPermit for,or a roval of an violation of this Code or an dance advice Governor of this State. To the extent the issuance or granting laW or of any order,proc amation, Y of this permit is interpreted to allow construction activityof the period of time when such construction is prohibited or restricted bor advice or decision of the Governor of this State, this y any state or federal law,or order during any Perrnit shall not authorize such work and shall not be valid.The building Proclamation, official is authorized to prevent occupancy or use of a ,guidance P p y structure where in violation of this Code an other City jurisdiction or any other ordinance or executive order of the g guidance advice or decision of the Governor.The building City, or of any state or federal law,or of any order,ordinances of this determined to be issued in error or on the basis of incorrect,°flicial is authorized to suspend or revoke this a proclamation, ordinance regulation or order,state or federal law, or an o inaccurate or incomplete infit if it is ormation,or in violation on of an ' g Y order,Proclamation,,guidance or decision of the Governor. Y City I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONS TRUCT AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF TION AND IN DOING THE WORK OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION HE LABOR CODE THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED INSURANCE AND RCW IS 27 OF THE STATE ALL FEES ARE PAID. BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.L A FINAL INSPECTION HAS BEEN IBC 1 I 0/IRC 110. SALES TAX NOTICE: Sales tax relating to construction and ton Your sales tax return form and coded City of Arlington#3101. construction materials in the City of Arlington must be reported on Signature Print Name Date Released By � CONDITIONS Doi e 1. Permit and set of approved plans to remain on site during installation. 2 Significant deviations front a rov during installation shall be required to be resubmitted for review prior to inspections:may include hangers earthquake made Pp ed rthquake bracing, e to submit revisions could resulostatic that could impact hydraulic calculations.Fal cction required. 4.sprinkler locations and pipe re-roi b oint where connected to existing i e/cnmponcnts from P r'r ra in paint booths shall be inspection while a review of an as-built all►ttcwtp p conducted,3.Cover inspection s mcellation of an Test shall to s to aint booths.6. p paint booth detail ;st required:200 Psi for 2 hours minimum. hired on drop P thin paper hags.7. As no p Fire Separate water flow switches req 0 003 in.)or less or by be made in the field by Arlington overhead branch line. 5 shaving a thickness of 0.08 mm(sprinkler requirements may sprinkler piping and be visible at )vered with cellophane bagrinkler drawings,additional fire 4 ESFR fire sprinklen were provided with fire sp paint booths.8.Mechanical teecut-Outs e yen'entered d between four( ) Department after visually examining p Sprinkler system Contra000�r�s laps,but non were found during plan review. l 1• time of cover inspection•9.Installations of fans in warehouse are required provided with a set of app rinklers were called for on P rior to close out of permit. 12.Owner shall be p 10.Sidewall fire sp plans and associated documents for their files• SIDEWALKS,DRIVEWAYS, VA Material and Test Certificate shall be submitted p NOTED.THIS PERMIT GOVERSB WORK' BE DONE ON YR► DO] (CUR THIS PERMIT AUTHORIZES ONLY THE WO SEPARATE PERMISSION. PROPERTY ONLY. ANY CONS gESGETOCN WILL REQUIREPUBLIC D MARQU , PERMIT FEES Fee Amount $315.00 $25.00 Description $217.02 Date Fire Sprinkler Permit $18.51 11125/2020 processing/Technology Fee 1112512020 Fire system Plan Review $635.53 11/25/2020 Total Due: Credit Card Surcharge $63 5.5 3 11125/2020 Total Payment: �0.00 Balance Due: CALL FOR INSPECTIONS m for next day inspection,allow 48 hours for Fire rmati on InsPee ons Call by 3:30 p inspection p►casc leave the followinginformation: or afternoon When calling for an insp rc nested,and whether you prefer morning Permit Number,Type of inspection being q 40 Permit#: 3479 Permit Date: 10/08/20 Project Name: Clearwater Spa Company/Applicant Name: Cosco Fire Protection, Inc Company/Applicant Address: 4308 S 131st PL City, State, Zip: Tukwila, WA 98168 Contact: Ian Cass Phone: 206-438-3360 Email: icass@coscofire.com Permit Type: Fire Sprinkler Valuation: 12360.00 Square Feet: 0 Number of Stories: 0 Type of Construction: Occupancy Type: Scope of Work: Fire Sprinkler alteration MIC/Opportunity Zone: Permit Issued: Permit Expires: 04/06/2021 DNU: Status: IN PROCESS Assigned To: Raelynn Jones Properq 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 Ian Cass 206-438-3360 4308 S. 131st PL CONTRACTOR L&I COSCOFP110NM Plan Reviews Date Review Type Description Assigned To Review Status Oi08/2020 Fire Sprinkler Building In Review 10/08/2020 Fire Sprinkler Fire In Review Fees Fee Description Notes Amount Fire SprinMer Permit Commercial NFPA 13/13R $375.00 Processing/Technology Fee $25.00 Fire System Plan Review Table 4-2 or 4-10 $217.02 Total $617.02 Uploaded Files Date File Name I Or08/2020 7494165-Clearwater Spa Fire+phase+ll+FP.pdf 10/08/2020 7494454-0carwaterSpa Fire Sprinklyr System Permit ApplicatiottlMOzBIaSmFt86p,p� G,11, FIRE SPRINKLER PERMIT APPLICATION 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: $12,360.00 Number of Heads: 53 Building Area(Sq Ft): 1978 Owner: Clearwater Spa Phone Number: 206-900-2935 Address: 20015 67th Ave N E City:Arlington State: wa Zip Code: 98223 Contact Person;Ian Cass Phone Number: 425-606-1810 Cell Phone: 425-606-1810 Email: icass@coscofire.com Address: 4308 S 131st Place City:Tukwila State: W3 Zip Code:98168 Contractor: Cosco Fire Protection Phone Number: 206-438-3360 Address: 4308 S 131st Place City:Tukwila State: W4 Zip Code:98168 Contractor's License Number: COSCOFP110NM Expiration:1/04/2021 Contact Person: Ian Cass Email:ica ss@ coscof ire.corn I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described rope:91%, dance with the laws,rules and regulation of the State of Washington �ic4.�1 - ...... ,. 10/08/2020 Applicants Signature Date Ian Cass Print Applicants Name FOR STAFF USE ONLY o C T V Q 2020 Permit# Accepted By Amount Received Receipt# Dale Received WEB Forms—131 Page 1 of 1 6/16LP L&I regional offices are closed to public 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 (htt7s dru gov/agency/contact/#otfice-locatioiis), or you can call the Office of Information and Assistance at 360-902-5800. OJ,va,h��9os�e��meo� L=r&Industries_(https YAM we gov). COSCO FIRE PROTECTION INC Owner .o.tradesperson 4308 South 131st 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; ROGER J JUMP; 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 gId1447202 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 L8,11 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 Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is in good standing. 287,024-05 Quarterly report received and is being processed. Doing business as COSCO FIRE PROTECTION INC Estimated workers reported Pending current quarter filing L&I account contact T4/CASSANDRA SMITH(360)902-5632-Email:SMCA235@lni.wa.gov 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. City of Arlington Fire Department November 10, 2020 Permit Number: BLD 3479 Project Address: 20101 67th Avenue NE, Arlington Project Description: Fire Sprinkler Plans for Clearwater Spas Warehouse and Paint Booths Contractor: Cosco Fire Protection, Inc 4308 S 131st 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. Test shall include all new pipe/components from point where connected to existing overhead branch line. 5. Separate water flow switches required on drops to paint booths. 6. Sprinklers in paint booths shall be covered with cellophane bags having a thickness of 0.08 mm (0.003 in.) or less or by thin paper bags. 7. As no paint booth details were provided with fire sprinkler drawings, additional fire sprinkler requirements may be made in the field by Arlington Fire Department after visually examining paint booths. 8. Mechanical tee cut-outs shall be tied to sprinkler piping and be visible at time of cover inspection. 9. Installations of fans in warehouse are required to be centered between four(4) ESFR fire sprinklers. 10. Sidewall fire sprinklers were called for on plans, but none were found during plan review. 11. Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 12. Owner shall be provided with a set of approved plans and associated documents for their files. 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. Call at least 48 hours in advance to schedule inspections. If there are any questions please do not hesitate to call. Sincerely, %w U"C& Mike Makela Assistant Fire Chief COPY Arlington Fire Department JOB, 6231 iArlington, 1 .11 1 • r DepartmentCity of Arlington Fire �lNG November 10, 2020 Permit Number: BLD 3479 Project Address: 20101 67th Avenue NE, Arlington Project Description: Fire Sprinkler Plans for Clearwater Spas Warehouse and Paint Booths 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. Test shall include all new pipe/components from point where connected to existing overhead branch line. 5. Separate water flow switches required on drops to paint booths. 6. Sprinklers in paint booths shall be covered with cellophane bags having a thickness of 0.08 mm (0.003 in.) or less or by thin paper bags. 7. As no paint booth details were provided with fire sprinkler drawings, additional fire sprinkler requirements may be made in the field by Arlington Fire Department after visually examining paint booths. 8. Mechanical tee cut-outs shall be tied to sprinkler piping and be visible at time of cover inspection. 9. Installations of fans in warehouse are required to be centered between four(4) ESFR fire sprinklers. 10. Sidewall fire sprinklers were called for on plans, but none were found during plan review. 11. Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 12. Owner shall be provided with a set of approved plans and associated documents for their files. 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. Call at least 48 hours in advance to schedule inspections. If there are any questions please do not hesitate to call. Sincerely, I*Y161C X"C& Mike Makela Assistant Fire Chief Arlington Fire Department OFFICE �� 6231 i. 9822311 , . 0000 ■ • 00• e ® ■ cosco Fire Protection WATER BASED FIRE PROTECTION MATERIAL SUBMITTAL Clearwater Phase 2 20015 67th Ave N e Arlington WA, 98223 Fire Protection Contractor Cosco Fire Protection 4308 South 131St PI. Tukwila, Washington 98168 0(206) 438-3360 Fax: (206) 438-3356 JOB # 25SS8726 ----------------------------- � WASNINGTON STATE � ■ CERTIFICATE OF COMPETENCY ■ FIRE PROTECTION SPRINKLER SYSTEMS ■ Jeffrey D.Ad John aon 7915-1016-C Leve13 0 ■ Cosco Fire Protection,Inc. COSCOFP110NM 333 Q , , o■ c ■ i Signaturo -2-3-J20 ■ ■----------------- ------ •-� Received OCT a82ozo M,. FFICE COPY , • iv• ® • . • • 0000 COSCO Fire Protection PAGE Piping: 3 Steel pipe Schedule 10, 40 4 Fittings/Couplings 5 Anvil Threaded Fittings 6-12 Victaulic Mechanical Tee 13-17 Victaulic Grooved Fittings 18-21 Victaulic Rigid Grooved Coupling Style 009N 22-30 Victaulic Flex Coupling Style 75 31-35 HangerslSeismk: 36 Strut Brackets 37-38 Uni-strut Clamps 39-41 Tolco Seismic Bracing 42-65 Hilti TZ Qwik Bolts 66-73 Valves: 74 Milwaukee Butterball valve 75-80 FPPI Brass Body Ball Valve 81 Sprinklers: 82 Viking VK 3021 QR Pendent 83-87 Reliable Model N25 ESFR Pendent RA0912 88-91 Viking VK 152 Dry Horizontal Sidewall 92-100 Viking VK 2021 SR Pendent 100-105 . 000000 . COSCO Fire Protection PIPING Standarc? Steel Pt A53 Schedulei Submittal ` FM Approved and Fully Listed Sprinkler Pipe WEIGHTS AND DIMENSIONS CHART Wheatland's A53 Schedule 40 steel fire sprinkler pipe is UL�Listed and FM Approved,sizes 1-6 NPS,for use in fire NOM.OD NOMINAL WT./FT. WT./LBS. sprinkler pipe applications,and is suitable for welding, NPS INCHES WALL H2O FILLED FT. threading and grooving.8 NPS Schedule 40 is FM Approved 1 1.315 0.133 2.052 1.68 but not UL Listed. 1% 1.660 0.140 2.919 2.27 Approvals and Specifications 1+h 1.990 0.145 3.601 2.72 The product meets or exceeds the following standards: 2 2.375 0.154 5.109 3.66 ASTM A53,Type F,Grade A,1-4" 21/2 2.875 0.203 7.871 5.80 ASTM A53,Type E,Grade B,2-8" 3 3.500 0.216 10.783 7.58 • ASME B36.10M 4 4.500 0.237 16.311 10.88 • Federal Specification WW-P-404 5 5.563 0.258 23.262 14.63 6 6.625 0.280 31.498 18.99 Manufacturing Protocols The weld seam of Wheatland's A53 ERW Grade B is heat- treated 8.625 0.322 50.210 28.58 treated after welding to 1,400'F;we slowly cool the steel in 8 NPS Schedule 40 is FMApproved but not UL Listed order to toughen it and reduce its brittleness.Our products are subjected to the toughest possible testing protocols to U` C U` F M ensure the highest quality and long-lasting performance. •vrxov¢o Wheatland's SureThread'"standard steel pipe is hot-formed and heated during tube formation-not just the edges.As to clean the contact surface.MIC SHIELD coating thereafter the coiled steel reaches 2,450'F,rollers bend the steel into a adheres to the pipe wall,serving as a protective coating that cylindrical shape,and the pressure and heat fuse the edges guards against contamination by impeding the attachment together.There are no flash forms in this process,allowing for of microbes to the pipe wall.This limits the opportunities for a continuous weld.It all adds up to an extremely strong yet corrosion from microbiological organisms in the water supply easily machinable pipe.Our 1-4"SureThread product is a when the sprinkler pipe is initially installed.The integrity Finishes and Coatings combination of additional and routine treatment options The average weight of zinc coating shall not be less than 1.8 outlined in NFPA 13.MIC SHIELD coating is available for ounces per square foot of surface(inside and outside).When Wheatland black steel pipe,sizes 1-6"and 8"upon request. galvanized pipe is bent or otherwise fabricated to a degree Product Marking that causes zinc coating to stretch or compress beyond the Each length of Wheatland fire sprinkler pipe is continuously limit of elasticity,some flaking of the coating may occur. stenciled to show the manufacturer,type of pipe,grade,size Wheatland's MIC SHIELD'"antimicrobial coating,when initially and length.Bar coding is acceptable as a supplementaryidentification method. applied to the inner wall of the pipe,acts as a sanitizing agent SUBMITTAL INFORMATION PROJECT: CONTRACTOR: DATE: ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: 700 South Dock Stree.L nfo��-wheatland,com Sharon,PA 16146 wheatland.com Wheatland Tube P 800.2578182 Follow u5 on 1wltter: A DIVISION OF ZEKEI.MAN INDUSTRIES F 724.346.7260 Cci,WhcaLlandTube . • • •• • •00 COSCO : 0 �� % � ' Fire Protection FITTINGS/ COUPLINGS SPF/IaNvIL' CAST IRON THREADED FITTINGS 0-W .AWIL Class 125 (Standard) FIG. 3351 90' Elbow 1 a 1 , I I I 1 c yl us <Fe> A 1 I LISTED APPROVED 1 - --- For Llslings/eb Ile at Dww a and tI corn or , ---r------� vlsg our web Ile at www anvlllntl corn or 1 1 contact an Anvlr Sales Representative FIGUREI0 ELBOW MATERIAL Nominal Size Maximum Dimension A Approx.Wt.Each Working Pressure• Dimensions: ASME B16.4 Class 125 In.(mm) PSI(M) In.(mm) , lbs.(kg) Material: ASTM A126 1 300 1.50 0.84 Finish: Black or Hot Dip Galvanized per ASTM 25 2065 38 10 0.38 A153 Class A 11/a 300 1.75 1.34 32 2065 44.45 0 61 Threads: NPT per ASME B1.20.1 1 t/2 300 1.94 1.80 110 2045 4927 082 Agency Approvals: All cast iron threaded fittings are 2 300 2.25 2.90 UL/ULC Listed and FM Approved. 50 2065 5715 132 2Ys 300 2.70 4.75 65 2065 6858 215 orosf on pressure rahngs versus pipe schedule,p ease wail ono 1 .com or contod your local Anvil Represenfolive. PROJECT • 1 APPROVAL STAMP Project: []Approved Address: [-]Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/CI-1.15 SPF/RNVIL' CAST IRON THREADED FITTINGS � nn ! Class 125 (Standard) FIG. 3351R Reducing 90• Elbow t�B I _ /' T 1 1 1 c(AL US FM A 1 __ us1FD APPROVED i - For Uft our lAppmval Delells and tl comlor 1 1 1 vlsll ourwebslle al www.anvlllnll com or contact an Anvll•Sales Representative FIGURE 3351R • I ELBOW MATERIAL SPECIFICATIOMS Nominal Size Max.Working Dimensions Approx. Pressured A 8 Wt.Each Dimensions: ASME 616.4 Class 125 In.(mm) PSI00) In.(mm) In.(mM) lbs.(kg) Material: ASTM A126 1 x'/2 300 1.26 1.36 0.64 Finish: Black or Hot Dip Galvanized per ASTM ?065 32 00 3434 0 29 I x'/t 300 1.37 1.45 0.87 A153 Class A 2065 3479 36.83 0.39 Threads: NPT per ASME B1.20.1 1''A x'/s 300 1.34 1.53 0.96 V 36,56 0.,14 Agency Approvals: All cast iron threaded fittings are 1;(x/1 300 IAS 1.62 1.13 UL/ULC Listed and FM Approved. 32 x 20 2065 36.83 4114 0,51 1'/+x 1 300 1.58 1.67 1.16 rvGS 40 Ia4. 4 1 0 s3 1 h x'h 300 1.41 1.66 1.17 41615 2065 3581 42 16 053 1'/z x 3/, 300 1.52 1.75 1.28 10 t M ..06 3b 60 44 0 0_Sn Ph x 1 300 1.65 1.80 1.51 �13 iS 2061 41.91 45.11 0.68 1'/2 x 1'/, 300 1.82 1.88 1.62 10 A 2065 46,21 41,15 013 2 x'/: 300 1.49 1.88 2.00 50.1 40 2065 31.84 V.A 0.91 2 x 1/, 300 1.60 1.97 2.05 T<:u ?06s 4064 su 0.; 0 93 2 x 1 300 1.73 2.02 2.10 50 x 25 2065 43 94 5130 0 95 2 x 1'/, 300 1.90 2.10 2.30 50 z dr 1 2065 48?6 53.34 1 1A 2 x 1'/e 300 2.02 2.16 2.60 50 x 40 2065 1 5130 5486 1.18 ♦-Working Pesssure Ratings aro for reference only and based on Sch.40 pipe.For the latest 11 ULC,and FM pressure rafings versus pipe schedule,please visit anvilintl.corn or contact your local Anvil Representative. PROJEGT INFORMATION Project: []Approved APPROVAL STAMP Address: [-]Approved as noted Contractor: [-]Not approved Engineer: Remarks: %utimlttal Date: Notes 1: Notes 2: SPF/CI-1.15 SPF/FINvtL CAST IRON THREADED FITTINGS Class 125 (Standard) FIG. 3358 Straight Tee �A AEI J 1 I I 1 — — ----- ----;— ---- us p I , APPROVED AFa Usimps/Approvnl Delalls and Unillallons, —--—1---�—i ASK our a■bsa•al~anPenlrcoao or 1 oonlacl an Anvil°Sales Represen[allve 1 FIGURE STRAIGHT MATERIAL SPECIFICATIONS Nominal Size Maximum Dimension A Approx.Wt.Each Dimensions: ASME B16.4 Class 125 Working Pressure. In.(mm) PSI ffa) In.(mm) lbs.(kg) Material: ASTM A126 1 300 1.50 1.21 Finish: Black or Hot Dip Galvanized per ASTM 25 2065 3810 055 A 153 Class A 11/4 300 1.75 1.87 32 2065 4445 085 Threads: NPT per ASME B 1.20.1 11/z 300 1.94 2.51 Agency Approvals: All t iron threaded fittings are 40 2045 4927 174 g Y PProva cast rea 9 2 300 2.25 3.96 UL/ULC Listed and FM Approved. 50 2065 5715 1.80 21/I 300 2.70 6.45 65 1 2065 1 6858 1 293 —W i {4eswro Hahn s are for reference only and based on I.4U I .hor Ike pressure ra mgs versus pipe sc u e,p eoso wsl an n .w"'or contacl your local Anvil Rcp:ose wive. PROJECTi • I r APPROVAL Project: ❑Approved Address: I❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/CI-1.15 (Cs PF/RNv1L' CAST IRON THREADED FITTINGS Class 125 (Standard) FIG. 335SR Reducing Tee I 1 1 2 1 1 r _ _ - C Lim 3 1 For Llstings/Approvel Delalls and Limltellons, --n--- vlsll our webslte el w envillntl corn or 1 1 x 2 x 3 conlecl an Anvil"Sales Represenlelive FIGURE 3358R REDUCING TEE MATERIAL SPECIFICATIONS Nominal Size Max. Dimensions Approx. Dimensions: ASME B16.4 Class 125 l x 2 x 3 Working A 8 Wt.Each Pressure• Material: ASTM A126 In.(MM) PSI(kPa) In.(MM) In.(mm) In.(MM) lbs.(kg) Finish: Black or Hot Dip Galvanized per ASTM 1 x'/s x 1 300 1.50 1.36 1.50 1.08 A153 Class A 25 x 15 x 25 1 2065 3810 3454 1 3810 049 1 Threads: NPT per ASME B 1.20.1 1 X 3/4 x 1 300 1.50 1.45 1.50 1.18 25x20x25 2065 38.10 3683 3810 054 Agency Approvals: All cast iron threaded fittings are 1 X 1 x'/2 300 1.26 1.26 1.36 0.95 UL/ULC Listed and FM Approved. 25 x 25 x 15 2065 3200 3200 3454 043 1 x 1 x'/4 300 1.37 1.37 1.45 1.10 25 x 25 x 20 2065 3479 3419 1 3683 050 1 FIGURE 3358R REDUCING TEE 1 x 1 X 1'/4* 300 1.67 1.67 1.58 1.52 11 Max. 25 x 25 x 32 2065 42 418 42 418 40 132 069 Nominal Size Dimensions Working Approx. 1 x 1 x 1'/z* 300 1.8 1.8 1.65 1.13 l x 2 x 3 Pressure• A 8 C Wt.Each 25 x 25 x 40 2065 45,72 45.72 4191 078 11/4X 1 X'/2 300 1.34 1.26 1.53 1.17 In.(MM) PSI(kPa) In.(mm) In.(MM) In.(mm) lbs.(kg) 32 x 25 x 15 2065 3403 3200 1 38 86 053 1 I/4 X 1'/4 x'/z 300 1.34 1.34 1.53 1.37 1'/4 X 1 X 3/4 300 1.45 1.37 1.62 1.38 32 x 32 x 15 2065 34.03 34 03 3886 062 32 x 25 x 20 2065 36 83 34 79 41 1.1 063 11/4 X 1'/4 X'/4 300 1.45 1.45 1.62 1.54 1'/4 X 1 X 1 300 1.58 1.50 1.57 1.47 32 x 32 x 20 2065 36.83 36 83 4114 070 32 x 25 x 15 2065 4013 38,10 39.87 067 1'/x 11/4 X 1 300 1.58 1.58 1.67 1.65 1 I'A X 1 X 11/4 300 1.75 1.67 1.75 1.80 32 x 32 x 25 2065 40 13 40 13 4241 0/5 32 x 25 x 32 2065 44 45 42 41 44 45 0 82 1 I'A x 11/4 X 11/:* 300 1.88 1.88 1.82 2.21 32 x 32 x 40 2065 47 752 41752 46 228 100 1'/4 X 1 X 1'/z* 300 1.88 1.8 1.82 2.05 11/4 X 11/4 X 2* 300 2.1 2.1 1.9 2.55 32 x 25 x 40 2065 47 752 4512 46 228 0 9L-J 25 x 25 x 40 1 2065 5334 5334 4826 1 16 ♦Working Pressure Ratings are for reference only and based on Sch.40 pipe.For the latest UL/ULC,and FM pressure ratings versus pipe schedule,please visit onvilintl.com or contact your local Anvil Representative. * Part supplied as"Bull Head Tee". PROJECT1 APPROVAL l Project: []Approved Address: []Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/CI-1.15 r(SPF/R7v: CAST IRON THREADED FITTINGS Class 125 (Standard) FIG. 3358R Reducing Tee I`-A B - - 1 2 - C 3 REDUCINGREDUCING Nominal Size Max' Dimensions Approx. Nominal"ize Max. Dimensions Approx. l x 2 x 3 Working Wt.Each l x 2 x 3 Working Wt.Each Pressure• A B C Pressure. A B C In.(mm) PSI 06) In.(mm) In.(mm) In.(mm) lbs.(kg) In.(mm) PSI 00) In.(mm) In.(mm) In.(mm) lbs.(kg) 1%x 1 x 1h 300 1.41 1.34 1.66 1.41 1'/z x 1%x 2* 300 2.16 2.16 2.02 3.28 40,v 2.S r 15 2065 ~RI 3403 42 16 064 10x 403 50 2065 5.1.844 1 u.> 1 1'/z x 1 x 3/ 300 1.52 1.37 1,75 1.65 1 x 1 x 2 $00 2,25 2.02 2,25 3.40 ;f,'.r'S 20 %Ubi 38.bp 34.1/ 44;: 0./5 50x25x6U 2U65 57.15 6130 1 ! 1.54 1'A x 1 x 1 300 1.65 1.50 1.80 1.65 2 x 1/4 x 2 300 2.15 2.10 2.25 2.00 40 x 25 x 25 2065 4191 d8.10 45.12 0./5 5002 32 A 50 7065 Y 15 34 V.15 1,27 1112 x 1 x 1'A 300 1.82 1.67 1.88 2.00 2 x 1%x Ve 300 1.49 1.41 1.88 2.09 2065 42.41 41.75 50 x 40 x 15 2065 3184 ,`-81 47.75 0.95 116 x 1 x 1% 300 1.94 1.8 1.94 2,30 2 x 1'/z x 3/ 300 1.60 1.52 1.97 2.40 40x25x40 2063 49.21 45.77 49.21 1,0; 50x40A20 2063 406' 38.60 50.03 1.09 40 r 31 S 2065 35.81 34 03 47 L6 077 50 x 40 x 25 71165 43 94 4191 5130 1,IS V4 x 1'/4 x Y4 300 1.52 1.45 1.75 1.72 2 x 11/2 x 1/4 300 1.90 1.82 2.10 US 40.e 32 x 20 1063 38.60 36 83 41 , 078 50 x 40x 3? 7065 48.26 46?7 53.34 1.30 1'/r x 11/x 1 300 1.65 1.58 1.80 1.85 2 x 1%x 144 300 1.49 1.41 1.88 2.24 40 x 32.r 25 1065 .1191 40,13 1 45.12 0.84 50 x 40 x 40 2065 3784 35.8) 4775 102 Nix 1'%x 1% 300 1.82 1.75 1.88 2.22 2 x 1'/z x 2 300 2.25 2.16 2.2S 3.75 40 x 32 A 32 2065 4622 44 45 47.75 50 x 40 x S0 2063 5715 5486 5/15 170 1'/:x 1'/4 x 11/z 300 1.94 1.08 1.94 2.45 2 x 2 x% 300 1.49 1.49 1.88 2.60 40 x 32 x 15 2065 1 4927 47.75 021 21 50 s 50 x 15 2065 3184 3184 41.15 L i i; l yr x 11/4 x 2* 300 2.16 2.1 2.02 2.80 2 x 2 x 3/ 300 1.60 1.60 1.97 2.71 40x32.r40 MA 54864 53.34 51.306 50A50s?0 2065 40.64 4064 50,03 LY.' 1/r x 1'/r x'/T 300 1.41 1.41 1.66 1.76 2 x 2 x 1 300 1.73 1.73 2.62 2.97 40:i 40 A 40 1065 35.8) 33,81 1 1116 O.b'd 50 x 50 x 15 1 ?065 43.94 43 94 5130 1.35 1%x 1%x V4 300 1.52 1.52 1.75 1.87 2 x 2 x 1/4 300 1.90 1.90 2.10 3.32 40 x 40,r 20 2065 38.60 38.60 4445 0.85 50 x 50 x 32 201; 53.34 1.5! 1/z x 1'/P x 1 300 1.65 1.6S 1.80 1.94 2 x 2 x 1'/z 300 2.02 2.02 2.16 3.72 1065 41,91 4191 45.77 0.68 50 x 50 x 40 2065 5130 51.30 54,86 1.69 1'/2 x 1'/z x 1'/4 300 1.82 1.82 1.88 129 2 x 2 x 2%* 300 2.6 2.6 2.39 5.10 40x40x32 20.S •16P 46.:11 4775 1,0, 50x50x60 1 7005 6604 4G04 1 60701, 7-31 ♦Working Pressure Ratings are for reference only and based on Sch.40 pipe.For the latest UL/ULC,and FM pressure ratings versus pipe schedule,please visit anvilintl.com or contact your local Anvil Representative. Part supplied as"Bull Head Tee" SPF/CI-1.15 C(EPF/AN>) CAST IRON THREADED FITTINGS Class 125 (Standard) FIG. 3367 Reducing Coupling c 9L Ds <FM> A LUTED APPROVED For Lislings/Approval Details and Limitations, visit our webs at www.anvllintl corn or contact an AnviM Sales Representative FIGURE 3367 REDUCING COUPLINGMATERIALSPECIFICATIONS Nominal Size Maximum Dimension A Approx.Wt.Each Working Pressure. Dimensions: ASME B16.4 Class 125 in.(mm) PSI0a) in.(mm) lbs.Rg) Material: ASTM A126 1 x t/2 300 1.70 0.62 Finish: Black or Hot Dip Galvanized per ASTM 25 x 15 2065 43.18 0.28 A]53 Class A 1 x'/< 300 1.70 0.80 25 x 20 1 2065 1 43 18 1 0..6 Threads: NPT per ASME B 1.20.1 ♦—Working Pressure Ratings ore For reference only and based on Sch.40 pipe.For the Agency Approvals: All cast iron threaded fittings latest UIMC,and FM pressure ratings versus pipe schedule,please visit anvilind.com or g y pp roya 9s are Contact your local Anvil Representative. UL/ULC Listed and FM Approved. PROJECT1 APPROVAL t Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/CI-1.15 SPF/:F NVIL' CAST IRON THREADED FITTINGS O-W Class 125 (Standard) FIG. 3387 Cored Plug cULas FM A _ _ LISTED APPROVED For Lielings/App/Approval Details and Llmltellons, visit our websee at www.anvlllntl corn or contact an Anvil•Sales Representative FIGURE CORED PLUG MATERIAL • 1 • Nominal Size Maximum Dimension A Approx.Wt.Each Dimensions: ASME B 16.14 Working Pressure In.(MM) PSI0a) In.(MM) lbs.(kg) Material: ASTM A126 /t* 300 0.94 0.10 Finish: Black or Hot Dip Galvanized per ASTM 15 2065 2387 005 1 A153 Class A 300 1.07 0.17 2065 27 11 008 Threads: NPT per ASME B1.20.1 1 300 1.25 0.28 1 2065 .25 0.13 Agency Approvals: All cast iron threaded fittings are It/, 300 1.36 0.44 UL/ULC Listed and FM Approved. 32 2065 3454 0,20 1 t/2 300 1.45 0.62 ♦Pressure-Temperature Ratings in accordance with ASME B16 4 Class 125 40 2065 3683 0 28 2 300 1.56 0.91 50 2065 39 62 0 41 -Working Pressure Ratings are for reference only and based an Sch.40 pipe.For the latest UL/ULC,and FM prossure ratings vursus pipe schedule,please visit anvilind.com or contact your local Anvil Representative. *Port supplied as Solid Plug. PROJECTt APPROVAL STt Project: []Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/CI-1.15 Victaulic® Firel-ockT"" Outlet T ictauliC' Style 922 10.52 �_ _ � 1. 6 1.0 PRODUCT DESCRIPTION Available Sizes • 1 1/4—2 1/2YDN32—DN65 • Threaded Outlet Sizes: 1/2'YDN15, 3/4"/DN20, and 17DN25 NOTE • IGS Grooved 1'/DN25 Outlets available for this product See publication 10.54. Maximum Working Pressure • 300 psi/2068 kPa/21 Bar Application • Provides a convenient method of incorporating outlets for directly connecting sprinklers, drop nipples, sprigs, gauges, drains and other outlet products Pipe Material • Carbon steel • Contact Victaulic for use on additional pipe types and wall thicknesses 2.0 CERTIFICATION/LISTINGS e VL - <FM> VdS LPCB LWM NOTES • See Section 7.2 REFERENCE MATERIALS for additional certification information. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION,MAINTENANCE OR SUPPORT. •System No. Location Spec Section Paragraph Submitted By Date I Approved Date victaulic.com 10.52 3355 Rev H Updated 06/2018 ®2018 Victaulic Company.All rights reserved. 1 tctaul-cr victaulic.com 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) ❑ Orange enamel (North America, Latin America, Asia Pacific). ❑ Red enamel (Europe). ❑ Optional: Contact Victaulic with your requirements for other coatings. Gasket': Grade "E" EPDM (Type A) EPDM (Violet color code)Applicable for wet and dry(oil-free air)sprinkler services only. Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems at-40°F/-40°C and above. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. ' Services listed are General Service Guidelines only.It should be noted that there are services for which these gaskets are not compatible.Reference should always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: ❑ Standard:Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449(imperial) and ISO 898-1 Class 9.8(metric). Carbon steel hex flange nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial-hex nuts) and ASTM A563M Class 9(metric-hex nuts). Track bolts and hex flange nuts are zinc electroplated per ASTM B633 Fe/Zn 5,finish Type III (imperial) or Type II (metric). 10.52 3355 Rev H Updated 06/2018 ©2018 Victaulic Company.All rights reserved. victaulic.com 2 �a-a-laulicr victaulic.com 4.0 DIMENSIONS Style 922 Y h--Z--�{ V t t W Style 922 Size _Bolt/Nut Dimensions Weight Nominal Actual Approximate Run x Branch FPT2 Outside Diameter Qty. Size T3 I V W Y z (Each) inches inches inches inches inches inches inches inches lb DN mm mm mm mm mm mm mm k 1 1/a 1/2 1.660 0.840 1 x 1 l 1.30 1.83 1.10 3.87 2.56 1 DN32 x DN15 42.4 X 21.3 2 33 47 28 98 65 _ 0.5 3/a 1.050 x 1 1.28 1.83 1.10 3.87 2.56 1 DN20 26.9 2 33 47 28 98 65 0.5 1 1.315 1.52 2.18 1.10 3.87 2.56 1 DN25 33.7 2 x 1 39 55 28 98 65 0.5 11/2 1/2 1.900 0.840 1.42 1.95 1.22 4.08 2.56 1 40 x DN15 48.3 x 21.3 2 x 1'� 36 50 31 104 _ 65 0.5 3/a 1.050 - i 1.40 1.95 1.22 4.08 2.56 1 DN20 26.9 2 x 1 36 50 31 104 65 0.5 1 1.315 1.64 2.30 1.22 4.08 2.56 1 DN25 33.7 2 x 1 42 _ 58 31 104 65 0.6 2 1/z 2.375 0.840 1.66 2.19 1.46 4.60 2.56 1 50 x DN15 60.3 x 21.3 2 x 1' 42 _ 56 37 117 65 0.6 3/a 1.050 1.64 2.19 1 A6 4.60 2.56 1 DN20 26.9 2 x 1'� 42 56 37 117 65 0.6 1 1.315 1.88 2.54 1 A6 4.60 2.56 2 DN25 33.7 2 x 1 48 65 37 117 65 0.7 21/2 1/2 2.875 0.840 1 x 1 I 1.91 2.44 1.71 5.40 2.56 2 x DN15 73.0 x 21.3 2 49 62 43 137 65 0.7 3/a 1.050 1.89 2.44 1.71 5.40 2.56 2 DN20 26.9 2 x 1 48 _ 62 43 137 65 0.7 1 1.315 2.13 2.79 1.71 5.40 2.56 2 _ DN25 33.7 2 x 1 54 71 43 137 65 0.7 DN65 1/2 3.000 0.840 1.91 2.44 1.71 5.50 2.56 2 x DN15 76.1 x 21.3 2 %x 1 1 49 62 43 140 65 0.7 3/a 1.050 1.89 2.44 1.71 5.50 2.56 2 DN20 26.9 2 x 1 48 62 43 140 65 0.7 1 1.315 2.13 2.79 1.71 5.50 2.56 2 DN25 33.7 2 1x 1 54 71 43 140 65 0.8 R Victaulic Female threaded products are designed to accommodate standard NPT or BSPT(optional)male pipe threads only.Refer to the specific literature for these types of special male-threaded products for guidance and possible limitations for use.Failure to verify suitability in advance may result in assembly problems or leakage. 3 Center of run to engaged pipe end for NPT threads(dimensions are approximate). 10.52 3355 Rev H Updated 06/2018 ©2018 Victaulic Company.All rights reserved. victaulic.com 3 ✓ctaluha victaulic.com 5.0 PERFORMANCE Style 922 Equivalent Length of 1 inch Schedule 40 Steel Pipe(per UL 213,Section 16)(C=120)4 Run Size x Outlet Size Threaded Grooved5 inches feet feet DN meters meters 1�/4 1 8.5 12.5 DN32 x DN25 2 6 3.8 1�/2 1 85 12.5 DN40 x DN25 _ 2.6 3.8 2 1 8.5 12.5 DN50 x DN25 _ 26 3.8 21/2 1 85 12.5 x DN25_ 2 6 3.8 1 8.5 — — — — 12.5 DN65 x DN2S 2b 3.8 4 Hazen-Williams coefficient of friction is 120. 5 F FireLockTm Innovative Groove System 0GS)outlet 6.0 NOTIFICATIONS • Read and understand all instructions before attempting to install, remove,adjust,or maintain any Victaulic piping products. • Depressurize and drain the piping system before attempting to install, remove,adjust, or maintain any Victaulic piping products. • Wear safety glasses, hardhat,and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. Dimensions Minimum Hole Diameter/ Maximum Hole Diameter/ Hole Saw Size Hole Saw Size inches inches mm mm All Outlet Sizes 1)rs 1'/4 30 32 10.52 3355 Rev H Updated 06/2018 ©2018 Victaulic Company.All rights reserved. victaulic.com 4 �tats�ulid victaulic.com 7.1 REFERENCE MATERIALS Size Services Pressures per Regulatory Approvals and Listings6 Nominal UL ULC FM VdS LPCB CNBOP inches psi psi psi psi psi psi DIN kPa kPa _ kPa kPa kPa kPa 1 1/4 x 1/2 300 300 300 232 232 232 DN32 X DN15 2068 2068 2068 1600 1600 1600 1 1/4 X 3/4 300 300 300 232 232 232 DN32 X DN20 2068 2068 2068 1600 _ 1600 1600 1 1/4 x 1 300 300 300 232 232 232 DN32 X DN25 2068 2068 2068 _ 1600 1600 1600 11/2x1/2 300 300 300 232 232 232 DN40 X DN15 2068 2068 2068 1600 1600 1600 1'/2 X 3/4 300 300 300 232 232 232 DN40 X DN20 2068 2068 2068 1600 _ 160_0 1600 _ 1 1/2 x 1 300 300 300 232 232 232 DN40 X DN25 2068 2068 2068 _ 1600 1600 1600 2 x 1/2 300 300 300 232 232 232 DN50 X DN15 _ 2068 2068 2068 160_0 1600 1600 2 x 3/4 300 300 300 232 232 232 DN50 X 20 2068 2068 2068 1600 1600 1600 _ 2x1 300 300 300 232 232 232 DN50 X DN25 _ 2068 2068 2068 1600 1600 1600 2 1/2 x 1/2 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 21/2 x 3/4 300 300 300 232 232 232 2068 2068 2068 1600 1600 _ 1600 2 1/2 x 1 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 300 232 232 232 DN65 X DN15 2068 _ 1600 1600 1600 _ 300 232 232 232 DN65 X DN20 2068 1600 1600 _ 1600 _ _ 300 232 232 232 DN65 X DN25 2068 1600 1600 1600 6 Pressures listed in this chart are based upon standard wall pipe Approved and Listed pressures may vary by pipe schedule. NOTE • Consult regulatory agency websites for details and the most recent regulatory information. 7.2 REFERENCE MATERIALS Q,Q1,Yictauhc Seal Selection Guide 29.016 Victaulic Terms and Conditions of Sale 1-100,Installation Instructions I-922:Installation Instructions FireLock'"Outlet-T 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 the Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale,installation instructions of the product you are installing.Handbooks are included with each shipment guide,or this disclaimer. of Victaulic products,providing complete installation and assembly data,and are available Intellectual Properly Rights in PDF format on WeChat. 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 subsidiaries 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. 10.52 3355 Rev H Updated 06/2018 ©2018 Victaulic Company.All rights reserved. victaulic.com 5 �cts uluar Victaulic® FireLodem Fittings XAL-1 ulcer 10.03 1.0 PRODUCT DESCRIPTION Available Sizes • 11/a—8"/DN32—DN200 Maximum Working Pressure • Pressure ratings for Victaulic FireLockTM Fittings conform to the ratings of Victaulic FireLock EZTM Style 009N couplings(refer to publication 10.64 for more information). Application • FireLockTM fittings are designed for use exclusively with Victaulic couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. • Connects pipe, provides change in direction and adapts sizes or components Pipe Materials • Carbon steel 2.0 CERTIFICATION/LISTINGS e w F IPCB VdS E S am EN 10311 Regulation(EU) No.305/2011 3.0 SPECIFICATIONS-MATERIAL Fitting: Ductile iron conforming to ASTM A536, Grade 65-45-12. Fitting Coating: ❑ Orange enamel. ❑ Red enamel in Europe, Middle East, Africa, and India. ❑ Optional: Hot dipped galvanized. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION,MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date victaulic.com 10.03 1539 Rev N Updated 09/2017 ®2017 Victaulic Company.All rights reserved. ✓C1CalJ�iGr 1 victaulic.com 4.0 DIMENSIONS kctoE� C to E'I p C tom ./�.. t z b C- C toE } ��� to av No.001 No.003 No.002 No.006 No.001 No.003 No.002 No.006 90°Elbow _ 45°Elbow _ $kWliAt.Tee Cap Actual Approximate Approximate Approximate Approximate Nominal Outside Weight Weight Weight Weight Size Diameter C to E Each C to E Each C to E Each T Each inches inches inches lb inches lb inches lb inches lb ON mm mm kg mm kg mm kg mm kg 1 1'/4 1.660 - - - - - - 0.82 0.3 DN32 42.4 i - - - - - 21 0.1 11/2 1.900 - - - - - - 0.82 0.4 DN40 48.3 - - _ - - - - 21 0.2 2 2.375 2.75 1.7 2.00 1.8 - 2.75 2.4 0.88 0.6 DN50 60.3 _ 70 0.8 51 0.8 70 1.1 22 0.3 21/2 2.875 3.00 3.1 - 2.25 2.2 3.00 3.6 0.88 1.0 _ 73.0 76 1.4 57 1.0 76 1.6 22 0.5 3.000 3.00 3.30 2.25 2.4 3.00 I 3.8 - - DN65 76.1 _ _ 76 1.5 57 _ 1.1 76 1.7 3 - 3.500 3.38 4.0 2.50 3.1 3.38 5,3 0.88 1.2 DN80 88.9 _ 86 1.8 64 _ 1.4 86 2.4 22 0.5 4.250 4.00 5.7 3.00 5.1 4.00 7.5 _ 108.0 _ 102 2.6 _ 76 2.3 102 3.4 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 DN100 114.3 _ 102 3.0 _7_6 _ 2.5 102 3.9 25 1.1 5 ` 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 Jl 141.3 124 5.7 83 3.8 124 7.1 25 1.9 J 5.500 4.88 12.4 3.25 8.2 4.88 15A _ DN125 _ 139.7 _ 124 5.6 82.6 _3.7 124 6.9 6.250 5.50 - 12.6 3.50 9.2 5.50 17.9 158.8 140 5.7_ 89 4.2 140_ 8.0 1 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 D_N150 168.3 140 8.3 89 5.3 140 10.3 25 2.7 6.500 5.43 17.6 3.50 11.4 5.50 22.0 165.1 140 7.9 89 5.2 140 _ 9.9 8 8.625 6.81 25.5 4. 425 20.4 6.9 38.7 1.13 12.7 DN200 219.1 173 11.6 108 9.3 176 17.6 29 5.8 8.515 6.81 23.1 - - 6.94 33.6 _ 216.3 173 10.5 176 15.2 10.03 1539 Rev N Updated 09/2017 ®2017 Victaulic Company.All rights reserved. victaulic.com 2 ✓atlouli r victaulic.com 5.0 PERFORMANCE Flow Data Size Frictional Resistance Equivalent of Straight Pipe' No.002 Actual Elbows Straight Tee Nominal Outside No.001 No.003 Size Diameter 90'Elbow 45'Elbow Branch Run Inches inches feet feet feet feet DN mm meters meters meters meters 1 V4 1.640 - DN32 _ 4,2.4 - - - 11h 1.900 - - - - - - DN40 48.3 - - - - 2 2.375 3.5 1.8 8.5 3.5 DN50 _ 60.3 1.1 0.5 2.6 1.1 21k 2.875 4.3 2.2 10.8 4.3 73.0 1.3 0.7 3.3 1.3 --- - 3.000 4.5 2.3 11.0 4.5 DN65 76.1 1.4 _ 0.7 3.4 1.A 3 3.500 5.0 2.6 13.0 5.0 DN80 88.9 1.5 0.8 4.0 1.5 4.250 6A 3.2 15.3 6.A 108.0 2,0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 _ DN100 114.3 2.1 _ 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 141.3 2.6 _ 1.3 6.4 2.6 5.500 8.3 4.1 20.6 8.3 DN125 139.7 2.5 1.3 6.3 i 2.5 6.250 9.4 4.9 25.0 I 9.6 158.8 2.9 1.5 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 DN150 168.3 3.0 1.5 7.6 3.0 6.500 9.8 - 4.9 -_ 24.5 9.0 _ 165.1 3.0 1.5 7.5 3.0 8 8.625 13.0 15.0 33.0 13.0 UN200 L 17.1 4.0 1 U.1 _ _ 8.515 13.0 = 33.0 13.0 216.3 4.0 I 10.1 4.0 ' The flow data listed is based upon the pressure drop of Schedule 40 pipe. 10.03 1539 Rev N Updated 09/2017 ®2017 Victaulic Company.All rights reserved. victaulic.com 3 XA6ulicr victaulic.com 6.0 NOTIFICATIONS General Notes NOTE: When assembling FireLock EZTM couplings onto end caps,take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZT^^ Style 009N/009H couplings, use FireLockTm No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009V/009H/009N couplings. 7.0 REFERENCE MATERIALS 10.64:Victaulic®FireLock'"lbeid Coigne Style 009N 1 ,Vtclati icQD FiJeLockT"Rigid Couphng Style 005H with Vic-Plus'"Gasket System 29.01:VictaulkAD Terms and Conditions of Sale 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 Victaullc employee,shall be deemed to alter,vary,supersede, Reference should always be made to the Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale,Installation instructions of the product you are Installing Handbooks are included with each shipment guide,or this disclaimer of Victaulic products,providing complete installation and assembly data,and are available Intellectual Property Rights 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 Victaullc or any of its subsidiaries 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 Victaullc 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. 10.03 1539 Rev N Updated 09/2017 ®2017 Victaulic Company.All rights reserved. victaulic.com 4 X/ctaulaC Victaulic® Firel-ock�" Installation-ReadyT" Rigid Couplings XA6" 11& Style 009N and Style 109 10.64 5. Patented Patented 1.0 PRODUCT DESCRIPTION Available Sizes • Style 009N: 1 1/4— 12VDN32— DN300 • Style 109: 1 1/4—2 1h"/DN32—73.0 mm Pipe Material • Schedule 10, Schedule 40 or specialty carbon steel pipe listed in Section 5. For use with alternative materials and wall thicknesses please contact Victaulic. Maximum Working Pressure • Up to 365 psi/2517 kPa. Function • Joins carbon steel pipe with grooved ends conforming to publication 25.01. • Provides a rigid pipe joint designed to restrict axial or angular movement. 2.0 CERTIFICATION/LISTINGS C& FM LPCBLam vas E C104-1a/36 EN 10311 Regulation(EU) ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION,MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date victaulic.com 10.64 7072 Rev M Updated 12/2018 ©2018 Victaulic Company.All rights reserved. u6c' 1 victaulic.com 3.0 SPECIFICATIONS—MATERIAL Housing: Ductile iron conforming to ASTM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) ❑ Orange enamel (North America, Asia Pacific) ❑ Red enamel (Europe) ❑ Optional for Style 009N: Hot dipped galvanized Gasket: (specify choice) ❑ Grade "E" EPDM (Type A) Vic-Plugm Pre-lubricated Gasket EPDM (Violet Color Code). Applicable for wet and dry(oil-free air)fire protection systems only. Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems at-40°F/-40°C and above. Not compatible for use with hot water services or steam services. NOTES • Reference should always be made to publication 1-100,Victaulic Field Installation Handbook for gasket lubrication instructions. • 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 publication 05.01,Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: (specify choice) ❑ Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8(M1O-M16) Class 8.8(M20 and greater). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial)and ASTM A563M Class 9 (metric).Track bolts and hex nuts are zinc electroplated per ASTM B633 Fe/Zn 5, finish Type III (imperial) or Type II (metric). ❑ Optional for Style 009N: Stainless steel oval neck track bolts meeting the requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel Heavy Hex nuts meeting the requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling-resistant coating.' Optional bolts/nuts are available in imperial size only. Coupling Linkage: High Strength Steel with comparable physical properties to that of the Track Bolt(ASTM A449). Linkage is zinc electroplated per ASTM B633 Fe/Zn 5, Type III Finish. J 10.64 7072 Rev M Updated 12/2018 ®2018 Victaulic Company.All rights reserved. victaulic.com 2 �ataul-cd victaulic.com 4.0 DIMENSIONS Style 009N Two-Bolt Installation-Ready Coupling Y Z. Y x x , 93 Style 009N Pre-Assembled Style 009N Joint Assembled Size _ ' Bolt/Nut Dimensions Weight Actual Maximum Maximum Allow. Pre-assembled Joint Assembled Outside Working End Pipe End Approx. Nominal Diameter Pressurez Loadz Saparati-3 oty. Size X Y X Y Z (Each) inches inches i psi lb inches inches inches inches inches inches inches lb ON mm kPa N r mm mm mm mm mm mm kg 1 Ya 1.660 365 790 0.10 '/e x 2 3.13 5.00 2.75 5.00 2.00 1.4 DN32 42.4 2517 31514 2.54 2 _M10 x 51 79 127 70 127 _ 51 0.6 1 Y: 1.900 365 1035 0.10 '/e x 2 3.38 5.13 3.00 5.13 2.00 1.5 DN40 48.3 2517 4604 2.54 2 M10 x 51 8_6 130 76 130 51 0.7 2 2.375 365 1617 0.12 '/a x 2 1/2 4.00 5.63 3.50 5.63 2.00 1.9 DN50 60.3 2517 7193 3.05 2 I M1 O x 63 _ 102 143 89 143 51 0.9 2 Y2 2.875 365 2370 0." 1/e x 21/2 4.50 6.13 4.00 6.13 2.00 2.1 73.0_ 2517 10542 .1.0.5 12 4 M 10 x 63 114 156 102 156 51 1.0 3.000 365 2580 0.12 1 '/a x 21/z 4.63 6.00 4.13 6.13 2.00 2.1 DN65 76.1 2517 11476 3.05 Mill 0 x 63 118 152 105 156 51 1.0 3 3.500 365 3512 0.12 2 '/a x 2 Y2 5.13 6.75 4.63 6.75 2.00 2.3 DN80 88.9 2517 15622 l 3.05 _ M10 x 63 130 171 117 171 51 1.0 4 J 4.500 365 5805 0.17 2 j 3/e x 2Yz 6.00 7.88 5.63 7.50 2.13 2.9 DN100 114.3 2517 25822 4.32 M10 x 63 152 200 143 191 I 54 1.3 4.250 365 5178 u i 7 Ya x 2 1/2 5.63 7.38 5.38 7.38 2.13 3.1 108.0 2517 23020 4.37 2 M70x63 152 1.87 137 187 54 1.4 5 5.563 365 8872 0.17 1 x 3 7.25 I 9.25 6.75 1 9.13 2.25 I 5.0 141.3 2517 39456 4.32 2 hM12 x 76 184 235 171 232 57 2.3 5.250 365 7901 0.17 1/2 x 3 6.63 9.00 6.38 9.00 `2.25 4.8 133.0 2517 35106 4.32 2 M12 x 76 168 229 162 229 57 2.2 5.500 365 8672 0.17 lh x 3 6.88 9.25 6.75 9.13 2.25 4.9 DN125 139.7 2517_ 38529 4.32 2 M12 x 76 17_5 235 _171 232 _ 57 2.2 6 6.625 365 12582 0.17 Yz x 3 Ya 8.38 10.38 7.88 10.13 2.25 6.0 6.250 365 11196 0.17 'A x 3 Y4 7.88 10.00 7.38 9.88 2.25 5.G 1 159.0_ 2517 49753 4.32 2 M12 x 83 200 254_ 187 251 57 2.5 6.500 365 12112 0.17 Y2 x 3 1/48.00 10.25 7.75 10.13 2.25 6.0 165.1 2517 _ 53813 4.322 M12 x 83 203 _ 260 197 _257 57 _ 2.7 8 8.625 365 21326 0.17 1/e x 4 10.88 13.38J 10.25 13.13 2.50 11.4 DN2 0 219.1 _ 2517 9_48b3 4.32 2 M16x101 276 _340 260 333 _ 64 _ 5.2 8.500 365 20712 0.17 5/s x 4 10.63 13.25 10.25 �10.13 2.63 11.4 216.0 2517 55968 4.32 2 M16x101 270 337 260 257 67 _ 5.2 10 10.750 300 27229 0.25 7/a x 6Y2 13.75 17.00 13.25 Tl 7.13 2.75 22.6 DN250 273.0 2068 121121 6.4 _ 2 M22 x 165 349 _ 432 337 435 70 10.3 12 12.750 300 38303 0.25 '/e x 6 Y2 16.00 19.00 15.50 19.13 2.75 27.6 DN300 323.9 2068 170380 6.4 2 M22 x 165 406 483 394 486 70 i 12.5 Working Pressure and End Load are total,from all internal and external loads,based on standard weight(ANSI)steel pipe,standard roll or cut grooved in accordance with Victaulic specifications.See the Listings/Approvals section of this publication for ratings on other pipe. The allowable pipe separation dimension shown is for system layout purposes only.Style 009N couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTES • When assembling Style 009N or Style 109 couplings onto end caps,take additional care to make certain the end cap is fully seated against the gasket end stop.For Style 009N or Style 109 couplings,use FireLock No.006 end caps containing the"EZ"marking on the inside face or No.60 end caps containing the "QV EZ"marking on the inside Face.Non-Victaulic end cap products shall not be used with Style 009N or Style 109 couplings.IMPORTANT:Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N or Style 109 coupling.There is no interchanging of gaskets or housings between coupling styles. • Use Of FlushSeal Gaskets For Dry Pipe Systems Style 009N or Style 109 couplings are supplied with Grade"E"Type A gaskets.These gaskets include an integral pipe stop,that once installed provides the similar benefits as a FlushSeal gasket for dry pipe systems.It should be noted that standard Victaulic FlushSeal gaskets cannot be used with the Style 009N or Style 109 couplings. 10.64 7072 Rev M Updated 12/2018 ©2018 Victaulic Company.All rights reserved. victaulic.com 3 A-tm-ulicr victaulic.com 4.1 DIMENSIONS Style 109 One-Bolt Installation-Ready Coupling YB Z_ YB Z YL YL X X Style 109 Pre-Assembled Style 109 Joint Assembled Size �NutBolt/ Dimensions Weight Actual Maximum Maximum Pipe End Pre-assembled Joint Assembled Outside Working End (Separation - - Approx. Nominal Diameter Pressure4 Load4 Allowables Qty. Size YL YB X Z YL YB X Z (Each) inches inches psi Ito inches inches inches inches inches inches, inches inches Inches inches Ib mm mm kPa N mm mm mm mm mm mm I mm mm mm mm k 1 1/4 1.660 1 365 790 0.10 Na x 21/4 1.88 2.50 3.13 1.88 1.88 2.63 2.75 1.88 1.4 DN32 42.4 _ 2517 3514 2.54 i_ 1M10 x 57 I 48 64 79 48 48 67 70 48 0.6 1�/2 1.900 365 1035 0.10 Na x 21/4 2.00 2.63 3.25 1.88 2.00 2.75 3.00 1.88 1.5 DN40 48.3 2517 4604 2.54 1 M10 x 57 51 6_7 83 48 51 70_ 76 48 0.7 2 2.375 365 1616 0.12 '/a x 21h 2.25 2.88 3.88 2.00 2.25 3.13 3.50 2.00 1.8 DN50 60.3 2517 _ 7193 3JD5 1 M70 x 63 57 73 98 51 57 79 89 51 0.8 21/2 2.875 2.1 73.0 2517 _10542 -3.05 1 M10x 63 '1- 64 3.13 79 111 5110 I. 64 86 98 5110 0.9 4 Working Pressure and End Load are total,from all internal and external loads,based on standard weight(ANSI)steel pipe,standard roll or cut grooved in accordance with Victaulic specifications.See the Listings/Approvals section of this publication for ratings on other pipe. 5 The allowable pipe separation dimension shown is for system layout purposes only.Style 109 couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTES • When assembling Style 009N or Style 109 couplings onto end caps,take additional care to make certain the end cap is fully seated against the gasket end stop.For Style 009N or Style 109 couplings,use FireLock No.006 end caps containing the"EZ"marking on the inside face or No.60 end caps containing the "QV El"marking on the inside face.Non-Victaulic end cap products shall not be used with Style 009N or Style 109 couplings.IMPORTANT:Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N or Style 109 coupling.There is no interchanging of gaskets or housings between coupling styles. • Use Of FlushSeal Gaskets For Dry Pipe Systems Style 009N or Style 109 couplings are supplied with Grade"E"Type A gaskets.These gaskets include an integral pipe stop,that once installed provides the similar benefits as a FlushSeal gasket for dry pipe systems.It should be noted that standard Victaulic FlushSeal gaskets and cannot be used with the Style 009N or Style 109 couplings. 10.64 7072 Rev M Updated 12/2018 ©2018 Victaulic Company.All rights reserved. victaulic.com 4 ✓ctauhc� victaulic.com 5.0 PERFORMANCE Style 009N Two-Bolt Installation-Ready Coupling Listings/Appi lss The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approval agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Size cULus" FMII VdS LPCB Actual Outside Sch. 10 Sch.40 Sch. 10 Sch.40 Nominal Diameter psi psi psi psi psi psi inches inches kPa kPa kPa kPa kPa kPa DIN mm bar bar bar bar bar bar .660 365 365 363 363 363 363 1'/a 1 DN32 .66 2517 2517 2503 1 2503 2S00 2500 25 25 25 I 25 25 25 11/2 1.900 365 365 363 363 363 363 DN40 48.3 2517 2517 2503 2503 2500 2500 25 25 25 25 25 25 2 2.375 365 365 363 363 363 363 DN50 60.3 2517 2517 2503 2500 2500 2500 _ 25 25 25 _ 25 25 25 2.875 365 365 363 363 363 363 21/2 73.0 2517 2517 2503 2500 2500 2500 25 25 25 25 25 25 t 3657 3638 363 363 3.000 25177 N/A 25036 N/A 2500 2500 DN65 76.1 _ _ 257 _ 258 25 25 3 3.500 365 365 363 363 363 363 DN80 — 88.9 2517 2517 — 2503 2503 2500 2500 25 25 25 25 25 25 4 4.500 365 365 363 363 363 363 DN100 114.3 2517 2517 2503 2503 2500 2500 25 25 _ 25 25 _ 25 25 363 363 108.0 N/A N/A 2503 2503 N/A N/A _ 25 25 _ 5.563 290 365 363 363 232 363 5 2000 2517 2503 2503 1600 2500 1 141.3 20 25 25 25 16 25 363" I 5.250 N/A N/A 25030 N/A N/A N/A 5.500 2909 3638 232 363 DN125 20009 N/A 2503e N/A 1600 2500 139.7 209 _ 2_56 _ 25 25 300 365 363 363 232 363 6 6.625 2068 2517 2503 2503 1600 2500 DN150 168.3 20 25 2_57 25 16 25 3638 6.250 N/A N/A 25038 N/A N/A N/A 159.0 2_5 6.500 29010 3631 363 165.1 200010 N/A 25038 N/A N/A 2500 20 251 25 6 Listed/Approved for continuous use in wet and dry systems.Listed/Approved for dry systems-40'F/C and above. Please see the Victaulic Installation Manual 1-009N for details concerning when supplemental lubrication is required. 7 cULus listed for DIN 2458(EN 10220)2.6 mm pipe wall. 8 FM approved for BS 1387(EN 10255)Medium 3.6 mm pipe wall. I cULus listed for EN 10220 4.0 mm pipe wall. 10 cULus listed for EN 10255 4.5 mm pipe wall. 11 With optional stainless steel fasteners,cULus Listed to 175psi/1207 kPa/12 bar and FM Approved to the FM ratings shown in the above table.The stainless steel fasteners have a marking designation of'316'on the end face of the bolt. 12 cUL listed to 250 psi/1720 kPa/17 bar. 10.64 7072 Rev M Updated 12/2018 ©2018 Victaulic Company.All rights reserved. victaulic.com 5 XCtau11G' victaulic.com 5.0 PERFORMANCE(CONTINUED) Style 009N Two-Bolt Installation-Ready Coupling Listings/Approvals6 The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approval agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Size cULus" FM11 VdS LPCB Actual Outside Sch. 10 Sch.40 Sch. 10 Sch.40 Nominal Diameter psi psi psi psi psi psi inches inches kPa kPa kPa kPa kPa kPa DIN mm bar bar bar bar _ bar _ bar 8 8.625 300 365 363 363 232 363 DN200 219.1 2068 2517 2503 2503 1600 2500 20 25 _ 25 25 16 25 8.500 290 3638 — 216.0 2000 N/A 25030 N/A N/A N/A 20 2_57 10^ 10.750 300 300 300 300 DN250 273.0 2068 2068 2068 2068 N/A N/A _ _ 20 _ 20 _ 20 20 30012 300 r 250 300 DN300 323.9 206812 12.75012 2068 1720 2068 N/A N/A 2012 25 17 L 20 Listed/Approved for continuous use in wet and dry systems.Listed/Approved for dry systems-40'F/C and above. Please see the Victaulic Installation Manual 1-009N for details concerning when supplemental lubrication is required. 7 cULus listed for DIN 2458(EN 10220)2.6 mm pipe wall. e FM approved for BS 1387(EN 10255)Medium 3.6 mm pipe wall. 9 cULus listed for EN 10220 4.0 mm pipe wall. 11 cULus listed for EN 10255 4.5 mm pipe wall. 11 With optional stainless steel fasteners,cULus Listed to 175psi/1207 kPa/12 bar and FM Approved to the FM ratings shown in the above table.The stainless steel fasteners have a marking designation of'316'on the end face of the bolt. 12 cUL listed to 250 psi/1720 kPa/17 bar. 5.1 PERFORMANCE Style 109 One-Bolt Installation-Ready Coupling Listings/ApprovaIS13 The information provided below is based on the latest listing and approval data at the time of publication. Listings/ Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Size cULus FM Actual Outside Sch. 10 Sch.40 Sch. 10 Sch.40 Nominal Diameter psi psi psi psi inches inches kPa kPa kPa kPa DIN mm bar bar bar bar 11/4 1.660 365 365 365 365 DN32 42.4 2517 2517 2517 2517 25 25 25 25 11/2 1.900 365 365 365 365 DN40 48.3 2517 2517 2517 2517 25 25 25 25 365 365 365 365 DN50 .375 2517 2517 2517 2517 25 25 25 25 _ 2.875 365 365 365 365 21/2 73.0 2517 2517 2517 2517 25 25 25 _ _ 25 13 Listed/Approved for continuous use in wet and dry systems.Listed/Approved for dry systems-40'F/C and above. Please see the Victaulic lngallati4lMduttsl L-M for details concerning when supplemental lubrication is required. 10.64 7072 Rev M Updated 12/2018 ©2018 Victaulic Company.All rights reserved. victaulic.com 6 ✓ctaulru victaulic.com 5.2 PERFORMANCE Specialty Pipe Style 009N Two-Bolt Installation-Ready Coupling Listings/Approvals Size Pressure Rating cULus FM psi psi inches kPa kPa Pipe Type DN bar bar 1 1/4-4 300 EF DN32—DN100 2068 N/A 20 300 300 i EL 1 1/4—2 2066 2068 DN32—DN50 20 20 1 1/4-2 300 ET40 20611 N/A DN32 DN50 20 300 EZF 3-4 DN80—DN 100 22008 N/A 1 1/4-2 300 300 EZT DN32—DN50 2068 2068 20 20 300 1 rh-4 FF DN40—DN100 2068 N/A 20 _ 1 1/4-2 300 300 GL DN32—DN50 2068 2068 20 20 300 300 1 Y4-4 2068 2068 DN32—DN100 20 20 MF 175 175 6 1205 1205 DN150 12 12 r/4—2 300 300 1 MT 2068 2068 DN1432 2 20 20 MLT 1'/4—2 N/A 2068 DN32—DN50 20 2rk-4 300 TF 73.0 mm—DN100 N/A 2068 20 i 175 300 WG5,WGSE,WF5,WG7,WG7E,WL7 1 r/4—4 1205 2068 DN32—DN 100 12 20 1 1/4-2 300 300 WLS DN32—DN50 2068 2068 20 20 NOTES • EF=EDDY FLOW steel pipe manufactured by Bull Moose Tube Co. • MT=Mega-Thread steel pipe manufactured by Wheatland Tube Co. • EL=EDDYLITE steel pipe manufactured by Bull Moose Tube Co. • MLT=MILT steel pipe manufactured by Wheatland Tube Co • ET40=Eddythread 40 steel pipe manufactured by Bull Moose Tube Co. • TF=Tex-Flow steel pipe manufactured by Tex-Tube Co. • EZF=EZ-Flow steel pipe manufactured by Northwest Pipe Co. • WG5,WGSE,WF5=WGalweld 5,WGalweld 5E,WFlow 5 steel pipe • EZT=EZ-Thread steel pipe manufactured by Youngstown Tube Co. manufactured by Wuppermann Stahl GmbH. • FF=Fire-Flo steel pipe manufactured by Youngstown Tube Co. • WG7,WG7E,WL7=WGalweld 7,Wgalweld 7E,WLight 7 steel pipe • GL=GL steel pipe manufactured by Wheatland Tube Co. manufactured by Wuppermann Stahl GmbH • MF=Mega-Flow steel pipe manufactured by Wheatland Tube Co. • WLS=WLS steel pipe manufactured by Wheatland Tube Co. 10.64 7072 Rev M Updated 12/2018 ©2018 Victaulic Company.All rights reserved. victaulic.com 7 xctsubd victaulic.com 5.3 PERFORMANCE Specialty Pipe Style 109 One-Bolt Installation-Ready Coupling Listings/Approvals Size Pressure Rating cULus FM inches psi psi kPa kPa Pipe Type DIN bar bar 1 1/4—21/2 300 DN32-73.0mm N/A I 2068 EF 2� _ 1 1/2—21/a 300 DN40—73.0 mm 2068 I N/A _ 20 _ - --- 300 Easy-Flow 1 1/4—2 N/A 2068 DN32—DN50 20 300 1 1/4-2 EL DN32—DN50 N/A 22008 1 2 300 300 ET40 DN32—DN50 2068 2068 _ 20 20 — -- 1 1/4-2 300 DN32—DN50 N/A 2068 EZT 300 20 — — 1 1/2-2 2068 N/A DN40—DN50 _ 20 11/2 21/2 300 300 FF DN40—73.0 mm 2068 2068 _ 20 20 11/4-2 300 GL DN32—DN50 N/A 2068 1 1/4—21/2 300 300 MF DN32—73.0 mm 2068 2068 20 20 11/a 2 300 300 MT DN32—DN50 2068 2068 _ 20 20 1 1/4-2 300 300 MILT 2068 2068 DN32—DN50 _ 20 20 300 TF 73.0 1/2 N/A 2068 _ _ 20 300 WG7,WG7E 1 1/4-2 N/A 2068 DN32—DN50 20_ 1 1/4-2 300 WLS DN32—DN50 N/A 2068 20 NOTES • GL=GL steel pipe manufactured by Wheatland Tube Co. • EF=EDDY FLOW steel pipe manufactured by Bull Moose Tube Co. • MF=Mega-Flow steel pipe manufactured by Wheatland Tube Co. • Easy-Flow=Easy-Flow steel pipe manufactured by Borusan • MT=Mega-Thread steel pipe manufactured by Wheatland Tube Co. Mannesmann Boru. • MILT=MILT steel pipe manufactured by Wheatland Tube Co. • EL=EDDYLITE steel pipe manufactured by Bull Moose Tube Co. . TF=Tex-Flow steel pipe manufactured by Tex-Tube Co. • ET40=Eddythread 40 steel pipe manufactured by Bull Moose Tube Co . WG7,WG7E=WGalweld 7 and WGalweld 7E steel pipe manufactured by • EZT=EZ-Thread steel pipe manufactured by Youngstown Tube Co. Wuppermann Stahl GmbH. • FF=Fire-Flo steel pipe manufactured by Youngstown Tube Co. • WLS=WLS steel pipe manufactured by Wheatland Tube Co. 10.64 7072 Rev M Updated 12/2018 ©2018 Victaulic Company.All rights reserved. yictaullc.corn 8 �Ct:aUlr1::� victaulic.com 6.0 NOTIFICATIONS A WARNING • Read and understand all instructions before attempting to install any Victaulic products. • Always verify that the piping system has been completely depressurized and drained immediately prior to installation,removal,adjustment,or maintenance of any Victaulic products. • Wear safety glasses,hardhat,and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. • These products shall be used only in fire protection systems that are designed and installed in accordance with current,applicable National Fire Protection Association(NFPA 13, 13D, 13R,etc.)standards,or equivalent standards,and in accordance with applicable building and fire codes.These standards and codes contain important information regarding protection of systems from freezing temperatures,corrosion,mechanical damage,etc. • The installer shall understand the use of this product and why it was specified for the particular application. • The installer shall understand common industry safety standards and potential consequences of improper product installation. • It is the system designer's responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. • The material specifier shall evaluate the effect of chemical composition,pH level,operating temperature,chloride level,oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure,resulting in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS 05.01:Seal Selection Guide $5.D1:Ornrnml Gruuvu Svnlq�,cc7cst rtlyt;yy�Le�ili�a(luna 1.009N�Installation Instructions Firel-os 1-Rigid CoUnlinig$Ivle 009N 1-100.Victaulic Field Installation Handbook 1.109-Installation Instructions FlreLock'"One-Bolt Rrgrd Counfing Style 10 I-ENDCAP.Victaulic End CaoS Installation Instructions 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 the Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale,installation instructions of the product you are installing.Handbooks are included with each shipment guide,or this disclaimer. of Victaulic products,providing complete installation and assembly data,and are available Intellectual Property Rights 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 subsidiaries 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. 10.64 7072 Rev M Updated 12/2018 ©2018 Victaulic Company.All rights reserved. victaulic.com 9 x tauhd Victaulic® Flexible Coupling Style 75 06.05 77 I" 1—87DN25—DN200 Exaggerated for clarity 1.0 PRODUCT DESCRIPTION Available Sizes • 1—87DN25—DN200 Pipe Material • Carbon steel • Stainless steel Maximum Working Pressure • Accommodates pressures ranging from full vacuum (29.9in Hg/760mm Hg) up to 500psi/3447 kPa/34 bar • Working pressure dependent on material,wall thickness and size of pipe Application • Joins standard roll grooved and cut grooved pipe, as well as grooved fittings, valves and accessories • Provides a flexible pipe joint which allows for expansion, contraction and deflection • Up to 50% lighter in weight than standard Victaulic Style 77 or Style 177N flexible couplings 2.0 CERTIFICATION/LISTINGS eOa <R> VdS LPCB Or NOTES • Download publication 10.01 for Fire Protection Certifications/Listings Reference Guide. • See publication 02.06:Victaulic Potable Water Approvals ANSI/NSF for potable water approvals it applicable. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION,MAINTENANCE OR SUPPORT. S,s ytem No. Location Spec Section Paragraph bmitted By Date Approved Date victaulic.com 06.05 1470 Rev P Updated 10/2017 ®2017 Victaulic Company.All rights reserved. ✓ctaub�1 victaulic.com 3.0 SPECIFICATIONS— MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) [] Standard: Orange enamel Optional: Hot dipped galvanized Optional: Contact Victaulic with your requirements for other coatings. Gasket: (specify choice') El Grade "E" EPDM EPDM (Green stripe color code). Temperature range—30"F to+230"F/-34"C to+110"C. May be specified for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +730F/+23°C and hot+180°F/+82°C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR USE WITH PETROLEUM SERVICES OR STEAM SERVICES. 1 Grade "T" Nitrile Nitrile (Orange stripe color code). Temperature range—20"F to+180"F/-29"C to+82"C. May be specified for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; not compatible for hot dry air over+140°F/+60°C and water over+150°F/+66°C. NOT COMPATIBLE FOR USE WITH HOT WATER. Others For alternate gasket selection, reference publication 05.01: Victaulic Seal Selection Guide- Elastomeric Seal Construction. Services listed are General Service Guidelines only.It should be noted that there are services for which these gaskets are not compatible.Reference should always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: (specify choice2) Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449(imperial) and ISO 898-1 Class 9.8(metric). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - heavy hex nuts) and ASTM A563M Class 9 (metric- hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 ZN/FE5,finish Type III (imperial)or Type II (metric). Optional (imperial): Stainless steel oval neck track bolts meeting the mechanical property requirements of ASTM F593. Group 2 (316 stainless steep.condition CW. Stainless steel heavv nuts meeting the mechanical urooerty requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling reducing coating. 2 Optional bolts/nuts are available in imperial sizes only. 06.05 1470 Rev P Updated 10/2017 ©2017 Victaulic Company.All rights reserved. victaulic.com 2 ✓ctaulntr victaulic.com 4.0 DIMENSIONS Style 75 la Y� I� z-� X Pipe End Deflection from Size Separation3 Centerline3 Balt/Nut Dimensions Weight Actual Outside Approx. Nominal Diameter Allowable Per Cplg. Pipe Qty. Size X Y Z (Each) Inches inches inches inches/ft. imperial inches inches inches lb ON mm mm Degrees mm/m metric mm mm mm k 1 1.315 0-0.06 0.57 3/a x 2 2.38 4.27 1.77 1.3 DN25 33.7 0-1.6 2-43 48 2 M10 x 51 61_ 108 45 0.6 1 1/4 1.660 0-0.06 0.45 3/a x 2 2.68 4.61 1.77 1.4 DN32 42.4 0-1.6 2-10 38 2 M10 x 51 68 117 45 0.6 1 1/2 1.900 0-0.06 0.40 'A x 2 2.91 4.82 1.77 1.5 DN40 48.3 0-1.6 1 -56 33 2 M10 x 51 74 122 45 0.6 2 2.375 0-0.06 0.32 3/e x 2 3.43 5.22 1.88 1.7 DN50 60.3 0-1.6 1 -31' 26 2 M10 x 51 87 133 48 0.8 1 - 21h 2.875 0-0.06 0.26 No x 2 3.88 5.68 1.88 1.9 73.0 0-1.6 1 -15 22 2 Ml0 x 51 98 144 48 0.9 3.000 0-0.06 0.26 3/6 x 2 4.00 5.90 1.88 1.9 DN65 76.1 0_-1.6 1 -12 22 2 M10 x 51 102 150 48 _ 0.9 _ 3 3.500 0-0.06 0.22 1/2 x 2 3/ 4.50 7.00 1.88 2.9 DN80 88.9 0-1.6 1 -2 18 2 M12 x 70 114 178 48 1.3 31/2 4.000 0-0.06 0.19 'A x 2 3/4 5.00 7.50 1.88 2.9 DN90 101.6 0-1.6 0-54' 16 2 M12 x 70 127 _ 191 48 _ 1.3 4 4.500 0-0.13 0.34 '/2 x 2 V. 5.80 8.03 2.13 4.1 1 DN100 114.3 0-3.2 1 -36 28 2 M12 x 70 147 204 54 1.9 4.250 0-0.13 1 41' 0.35 2 1/2 x 2 3/4 5.55 7.79 2.13 3.7 108.0 0-3.2 29 M12 x 70 141 _ 198 54 1.7 5.000 0-0.13 0.25 %x 31/4 6.13 9.43 2.13 5.5 127.0 0-3.2 1 -26 21 2 M16 x 83 156 240 54 1 2.5 5 5.563 0-0.13 0.27 %x31/4 6.88 10.07 2.13 5.8 141.3 0-3.2 1 -18 23 2 M16 x 83 175 256 54 2.6 _ 5.250 0-0.13 0.28 'A x 31/4 6.55 9.37 2.13 6.0 133.0 0-3.2 1 -21 24 2 M16 x 83 166 238 54 2.7 _ 5.500 0-0.13 0.28 'A x 31/4 6.80 9.59 2.13 6.3 DN125 139.7 0-3.2 1 -1 B 24 2 M16 x 83 173 244 54 2.9 6.000 0-0.13 0.21 %x31/4 7.38 10.48 1.88 6.2 _ 152.4 0-3.2 1 -12 _ _18 __ 2 M16 x 83 _ 187 266 48 2.8 6 6.625 0-0.13 0.23 %x 3 1/4 8.00 11.07 2.13 7.0 DN150 16_8.3 0-3.2 1 -5 18 2 M16x83 203 _ 281 54 3.2 6.250 0-0.13 0.24 Sib x 31/4 7.63 10.49 2.13 6.8 159.0 0-3.2 1 -g 20 2 M16 x 83 _194 266 54 3.1 6.500 0-0.13 0.23 %x 31/4 _ 7.84 10.66 2.08 6.6 165.1 0-3.2 1 -7 58 2 M16 x 83 199 271 53 3.0 _ 8.515 0-0.13 0.18 3/4 x 41/4 10.19 13.75 2.32 13.2 216.3 0-3.2 0-51 46 2 M20 x 108 259 350 59 6.0 _ 8 8.625 0-0.13 0.18 3/4 x 41/4 10.34 13.97 2.13 12.4 DN200 219.1 0-3.2 0-50' 14 2 M20 x 108 263 355 59 5.6 3 Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled.These figures are maximums;for design and installation purposes these figures should be reduced by: 50%for 1/4-3 1/2"/DN20-DN90;25%for 4"/DN100 and larger. NOTE • Metric thread size bolts are available(color coded gold)for all coupling sizes upon request.Contact Victaulic for details. 06.05 1470 Rev P Updated 1012017 ©2017 Victaulic Company.All rights reserved. victaulic.com 3 ✓ctaulrc' victaulic.com 5.0 PERFORMANCE Style 75 Size Actual Maximum Outside Working Maximum Nominal Diameter Pressure4 End 1-oad4 inches inches psi lb DIN mm kPa N 1 1.315 500 680 DN25 33.7 3447 3,025 1 1/4 1.660 500 1080 DN32 42.4 3447 4,805 1 1h 1.900 500 1420 _ DN4_0 48.3 3447 6,320 2 2.375 500 2215 DN50 60.3 3447 9,860 21/z 2.875 500 3245 _ 73.0 3447 14,440 3.000 500 3535 DN65 76.1 3447 15,730 3 3.500 506 4800 DN80 88.9 3447 21,360 3 Y2 4.000 500 6300 DN90 101.6 3447 28,035 4 4.500 500 7950 DN100 114.3 3447 35,380 4.250 450 6380 108.0 3103 28,395 5.000 450 8820 127.0 3103 39,250 5 5.563 450 10935 141.3 3103 48,660 5150 450 9735 133.0 3103 43,325 5.500 450 10665 DN 125 139.7 3103 47,460 6.000 450 12735 152.4 3103 56,670 45U 15525 DN 150 168.3 3103 69,085 6.250 450 13800 159.0 3103 61,405 6.500 450 14930 165.1 3103 66,412 8.515 450 25625 216.3 3103 113,986 8 8.625 450 26280 DN200 219.1 3103 116,945 4 Working Pressure and End Load are total,from all internal and external loads,based on ANSI B36.10 sized carbon steel pipe,grooved in accordance with Victaulic specifications.Contact Victaulic for performance on other pipe. NOTE • WARNING:FOR ONE TIME FIELD TEST ONLY,the Maximum Joint Working Pressure may be increased to 11h times the figures shown. 06.05 1470 Rev P Updated 10/2017 m 2017 Victaulic Company.All rights reserved. victaulic.com 4 ✓otaulid victaulic.com 6.0 NOTIFICATIONS A WARNING • Victaulic RX roll sets must be used when grooving light-wall/thin-wall stainless steel pipe for use with Victaulic Couplings. Failure to use Victaulic RX roll sets when grooving light-wall/thin-wall stainless steel pipe may cause joint failure, resulting in serious personal injury and/or property damage. NOTICE • Victaulic RX grooving rolls must be ordered separately.They are identified by a silver color and the designation RX on the front of the roll sets. 7.0 REFERENCE MATERIALS V Qu Vritalulir rw I'QULIP Waller Aowuvals ANSI/NSF 05.01.Viciaul"Seat Selection Guide-Flastomeric Seal Constn,clipn 06 1 :Vi latdic®Pressure Ratings and End LQAWQfylclaullc Counllnvs on steel Pig)e 10.01:Viclaulu:0 Products[of Fire Proig lion Pipings Systems-Regulatory Approval Refergnce Gug1g 17.01,Victaullce Pine Preparation for Use on With Yicfaulic Products 1704 ViclaulicS Ductile Iron Grooved Couplings Per(ormance Data for Stainless Steel Pipe 25.01.Victaulic®Standard Groove Specifications 26.01,Viclauhc®Design Data 29 01:Vfgtauticge Terms anConditions of Sale LIDO:VlclauliClb Field lnstallatian Han&Qoh • 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 Vlclaulic 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 Victaullc 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 the Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale,installation instructions of the product you are installing.Handbooks are included with each shipment guide,or this disclaimer. of Victaulic products,providing complete installation and assembly data,and are available Intellectual Property Rights in PDF format on our webslte 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 subsidiaries 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 Victaullc 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. • 06.05 1470 Rev P Updated 10/2017 m 2017 Victaulic Company.All rights reserved. victaulic.com 5 �i�tsuha . • • •• : : COSCO •• Fire Protection HANGERSISEISMIC BRACING STRUT BRACKETS BRACKETS FINISHES: HDG, E.G.,T-316 \ Max.recommended load 300 lbs. A using A-12 channel �2" 3" \ Safety factor 2 1/2 SIZE INFORMATION (4)CENTER 6" HOLES ON 13/16' 8" STANDARD SERIES 12"&LARGER O 10" Hole Size 9/16" ONLY 9/32"0 12 Std.Finish E.G. TP-BR10 R & L (6") 20' (Right hand shown) 1 3/16" (TYP) Max.recommended load 900 lbs. k using A-12 channel Safety factor 2 1/2 A 8 1/2" 101/2" 6" 12 1/2" ' 14 2" � 22" TP-BR11 (12 1/2') 1 3/16" Max.recommended load 1200 lbs. 16 1/2" using A-12 channel 5 1/4" Safety factor 2 1/2 5 3/4" 6' f TP-BR12 4 3/4" 4 3/4" j \ Max.recommended load Q ® \. 1200 lbs.using A-12 channel / Safety factor 212 �. Moment in inches-lbs.(of 5 7/8"I fitting only)using A-12 7 1/2" channel TP-BR13 6300lbs. / TP-BR14 13000 lbs. TP-BR13 TP-BR14 For single A channel For double A channel TRWPAC A OIVISICNCF TRIPAC MARKETING,INc. 475 KLuG C/RcLE•Comm,CA 92BBO-6406 WWW.TPIPACONLINE.COM 33 (951)280-44BB•Fax:(951)272-4445 STRUT BRACKETS BRACKETS SIZE INFORMATION STANDARD SERIES Hole Size 9/16" A is available in any length. Std.Finish E.G.,HDG, PLAIN, Specify length by changing 1/4'.—�< &T-316 suffix. 1/4" Max.rernmmended Inar1(Ihs) using A-12 channel �A SA 6" 1600 5 3/8" 5 3/8" 12" 800 18" 600 24" 450 TP-BR15 (6") Safety factor 2 1/2 TP-BR16 (6") A is available in any length.Specify length / by changing suffix. �3/8" L Max.recommended load(Ibs)using A-12 �A channel A� �. A TP--8BR22 TP-BR17 6 0 4 7/8" / 12" 1000 2000 6 1/2" " 00 1300 24 5 24" 00 1000 3 " 60 / 36" 650 TP-BR22 (6") Safety factor 21/2 TP-BR17 (12") A is available in any length.Specify length by changing suffix. channel A�• 6" 1200 r 1 12" 600 31/2" 31/2" 18" 400 24" 300 TP-BR18 (6") Safety factor 21/2 TP-BR19 (6") //t 1 om /4" 7/16"0 3 1/2" may/ 4" TP-BR20 Safety factor 21/2 TP-BR21 Max.recommended load 85 lbs. i R F-RAC; A DMS/ONGF TRIPAC MARKEnNG,INC. 475 KLuc CIRCLE•CORoNA,CA 9288"408 WWW.TRIPACONLINE.COM 34 1951]2804488•Fax:(95112724445 UNISTRUTP1 109 thru P1 126 "A. Material: Product • The steel meets or exceeds the ph sical properties of ASTM Ga.(Thick Weight/P All 011 GR 33,except with SS,ST&AL finishes. Mw Finishes: P1109 3/8' 0.675" 16(1.5) EG 0.1 • Electrogalvanlzed(EG): Conforms to ASTM B633,Type III SC1 P1109 3/6" 0.675" 16(1.5) HG 0.106 • Unlstrut Defender(DF): Conforms to ASTM A1059 P1109 3/8" 0.675" 16(1.5) ss 0.1 • Hot Dip Galvanized(HG): Conforms to ASTM A123 or A153 P1109 3/8" 0.675" 16(1.5) ST 0.1 • Perma-Gold(ZD): Conforms to ASTM B633,Type II SC1 • Copper Coated (CC): TBD P1109 3/8' 0.675' 16(1.5) AL 0.03 • Everdur(E EG):TBD P1109AS 3/8" 0.675" 16(1.5) EG 0.1 • Stainless Steel,Type 304(SS): ASTM A240,Type 304' • Stainless Steel,7lyppa 316(ST): ASTM A240,Type 316' Pl1ll 1/2" 0.840' 16(1.5) EG 0.11 • Aluminum(AL): IBD P1111 1/2" 0.840" 16(1.5) HG 0.117 "These materials have different physical properties and P1111 1/2" 0.840" 16(1.5) ZD 0.11 performance characteristics. Please co_n?__, i_is.for design P1111 1/2' 0.840" 16(1.5) SS 0.11 support. PI711 1/2" 0.840" 16(1.5) ST 0.11 Materiel&Finish Combinations: P1111 1/2" 0.840" 16(1.5) AL 0.037 Material/Finish Part Number Pipe Clamp Fasteners(Scre Example P1111AS 1/2" 0.840" 16(1.5) EG 0.11 Suffix Material/Finish w&Nut) P1111AS 1/2" 0.840" 16(1.5) ZD 0.11 Material/Finish P1111AS 1/2" 0.840" 16(1.5) AL 0.04 Electro-galvani EG EG EG P1109EG P1112 3/4' 1.050" 14(1.9) EG 0.15 zed Hot-dippedgaly HG HG SS P1109HG P1112 3/4" 1.050" 14(1.9) DF 0.159 anlzed P1112 3/4" 1.050" 14(1.9) HG 0.159 UnlstrutDefend DF DF DF P1109DF P1112 3/4" 1.050" 14(1.9) ZD 0.15 a P1112 3/4' 1.050" 14(1.9) SS 0.16 StainlessSteelT SS ss SS P1109Ss P1112 3/4" 1.050" 14(1.9) ST 0.15 ype 304 PI712 3l4" 1.050" 14(1.9) AL 0.06 Stainless Steel ST ST ss P1109ST yps316 P1112AS 3/4" 1.050" 14(1.9) EG 0.15 Aluminum AL AL AL P1109AL P1112AS 3/4" 1.050" 14(1.9) ZD 0.15 Copper Coated CC CC CC P1109CC P1112AS 3/4' 1.050" 14(1.9) AL 0.05 Everdur EEG EG E P1109EEG P1113 1" 1.316 14(1.9) EG 0.17 P1113 1" 1.316" 14(1.9) DF 0.18 P1113 1" 1.316' 14(1.9) HG 0.18 P1113 1" 1.315" 14(1.9) ZD 0.17 P1113 1" 1.315' 14(1.9) SS 0.17 P1113 1" 1.315" 14(1.9) ST 0.17 P1113 1" 1.315" 14(1.9) AL 0.057 P1113AS 1" 1.315" 14(1.9) EG 0.17 P1113AS 1" 1.315" 14(1.9) HG 0.17 P1113AS 1" 1.316' 14(1.9) ZD 0.17 P1113AS 1" 1.315" 14(1.9) AL 0.06 P1114 1-1/4" 1.660" 14(1.9) EG 0.19 P1114 1-1/4" 1.660" 14(1.9) DF 0.201 P1114 1-1/4" 1.660" 14(1.9) HG 0.201 P1114 1-1/4" 1.660" 14(1.9) ZD 0.19 P1114 1-1/4" 1.660" 14(1.9) SS 0.19 P1114 1-1/4" 1.660" 14(1.9) ST 0.19 P1114 1-1/4" 1.660" 14(1.9) AL 0.063 P1114AS 1-1/4" 1.660' 14(1.9) EG 0.19 P7114AS 1-1/4" 1.660" 14(1.9) ZD 0.19 P1114AS 1-1/4" 1.660" 14(1.9) AL 0.07 P1115 1-1/2" 1.900" 12(2,7) EG 0.29 P1115 1-1/2" 1.900" 12 DF 0.307 P1115 1-1/2" 1.900" 12(2.7) HG 0307 P1115 1-1/2" 1.900" 12(2.7) ZD 0.29 P1115 1-1/2" 1.900" 12(2.7) SS 0.29 P1115 1-1/2" 1.900" 12(2.7) ST 0.29 P1115 1-1/2" 1.900" 12(2.7) AL 0.097 P1115AS 1-1/2" 1.900" 12(2.7) EG 0.29 P1115AS 1-1/2" 1.900" 12(2.7) HG 0.29 P1115AS 1-112" 1.900" 12(2-7) ZD 0.29 P1116AS 1-1/2" 1.900" 12(2.7) AL 0.1 P1117 2" 2.375" 12(2.7) EG 0.34 P1117 2" 2.375" 12(2.7) DF 0.36 P1117 2" 2,375" 12(2.7) HG 0.36 PI117 2" 2.375" 12(2.7) ZD 0.34 P1117 2' 2.375" 12(2.7) SS 0.34 P1117 2" 2.375" 12(2.7) ST 0.34 P1117 2" 2.375" 12(2.7) AL 0.113 P1117AS 2" 2.375" 12(2.7) EG 0.34 P1117AS 2" 2.375" 12(2.7) HG 0.34 P1117AS 2" 2.375" 12(2.7) ZD 0.34 P1117AS 2" 2.375" 12(2.7) AL 0.12 P1118 2-1/2" 2.875" 12(2.7) EG 0.4 P1118 2-1/2" 2.875" 12(2.7) DF 0.424 P1118 2-1/2" 2.875" 12(2.7) HG 0.424 P1118 2-1/2" 2.875" 12(2.7) ZD 0.4 P1116 2-1/2" 2.875" 12(2.7) SS 0.4 P1118 2-1/2" 2.875" 12(2.7) ST 0.4 P1118 2-1/2" 2.875" 12(2.7) AL 0.133 P111BAS 2-1/2" 2.875" 12(2.7) EG 0.41 P111BAS 2-1/2" 2.875" 12(2.7) ZD 0.4 P1118AS 2-1/2" 2.875" 12(2.7) AL 0.14 P1119 3" 3.500" 12(2.7) EG 0.47 P1119 3" 3.500" 12(2.7) DF 0.498 P1110 3" 3.600" 12(2.7) HG 0.498 P1119 3" 3.500" 12(2.7) ZD 0.47 P1119 3" 3.500" 12(2.7) ST 0.47 P1119 3" 3.500" 12(2.7) AL 0.157 P1119AS 3" 3.500" 12(2.7) EG 0.47 P1119AS 3" 3.500" 12(2.7) ZD 0.47 P1119AS 3" 3.500" 12(2.7) AL 0.16 P1120 3-1/2" 4.000" 11(3.0) EG 0.62 P1120 3-1/2" 4.000" 11(3.0) HG 0.657 P1120 3-1/2" 4.000" 11(3.0) ZD 0.62 P1120 3-1/2" 4.000" 11(3.0) SS 0.62 P1120 3-1/2" 4.000" 11(3.0) ST 0.62 P1120 3-1/2" 4.000' 11(3.0) AL 0.207 P1120AS 3-1/2" 4.000" 11(3.0) EG 0.62 P1120AS 3-1/2" 4.000" 11(3.0) ZD 0.62 P1120AS 3-1/2" COW' 11(3.0) AL 0.21 P1121 4" 4.500" 11(3.0) EG 0.67 P1121 4" 4.500" 11(3.0) HG 0.71 P1121 4" 4.500" 11(3.0) ZD 0.67 P1121 4" 4.500" 11(3.0) SS 0.67 P1121 4" 4.500" 11(3.0) ST 0.67 P1121 4" 4.500" 11(3.0) AL 0.223 P1121AS 4" 4.500" 11(3.0) EG 0.67 P11121AG 4" 4.500" 11(0.0) ZD 0.67 P1121AS 4" 4.500" 11(3.0) AL 0.223 P1123 5" 5.563" 11(3.0) EG 0.8 P1123 5" 5.563" 11(3.0) HG 0.848 P1123 5" 5.563" 11(3.0) SS 0.8 P1123 5' 5.563' 11(3. AL 0.267 P1123AS 5' 5.563" 11(3.01 EG 0.0 P1123AS 6" 5.563" 11(3.0) zo 0.8 P1124 6' 6.625" 10(3.4) EG 1.02 P1124 6' 6.625' 10(3.4) HG 1.061 P1124 6" 6.625" 10(3.4) SS 1.02 P1124 6' 6.625' 10(3.4) Al 0.35 P1124AS 6" 6.626" 10(3.4) EG 1.02 P1124AS 6" 6.625' 10(3.4) zo 1.02 P1125 8" 8.625" 10(3.4) EG 1.3 P1126 8" 8.625' 10(3.4) HG 1.378 P1126 8' 8.625" 10(3.4) SS 13 P1 126 8' 8.626' 10(3.4) AL 0.4 P1126AS S. 8.625" 10(3.4) EG 1.3 Pt 126AS 8' 8.625' 10(3.4) zo 1.3 Project: Architect/ Engineer: Date: Phone: Contractor: Address: Notes: Approval Stamp: Seismic Bracing w 3 �• r 0 m The TOLCOTI seismic bracing products are the most complete line of bracing components in the industry. Our offering includes both rigid and cable bracing systems and many components are multi-size adaptable or universal in application. • Visual verification of proper installation • OSHPD Approval (OPA-0300) • Underwriters Laboratories Listed TOLCO"m • FM Approved • Engineering Support&TOLBraceT"' Software • Buy American Act&ARRA Compliant The TOLCO brand has a history of over 40 years in seismic bracing of non-structural systems including fire sprinklers, plumbing, mechanical, HVAC and electrical. In addition to the products shown in this catalog we also offer engineered solutions for any seismic bracing application. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 171 B-Line series Pipe Hangers&Supports Seismic Bracing TOLCO'' Fig.4A- Pipe Clamp for Sway Bracing Component of State of California OSHPD Approved Size Range: 4"(loomm)thru 8"(200mm)pipe. For sizes smaller than Seismic Restraints System 4"(loomm) use 133140. Material: Steel B Function: For bracing pipe against sway and seismic disturbance. C@08 LISTED Approvals: Underwriters Laboratories Listed in the USA JUL)and Canada (cUL)4" (loomm)thru 8" (200mm). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development(OSHPD). A Installation Instructions: Fig.4A is the"braced pipe"attachment component of a longitudinal, lateral or riser brace assembly. It is intended to be combined D k o, with the"bracing pipe"and TOLCO transitional and structural attachment component(s)to form a complete bracing assembly. NFPA 13 and/or OSHPD m guidelines should be followed. To Install: Place the Fig.4A over the pipe to be braced.Attach TOLCO C transitional fitting, either Fig. 980, 910 or 909, to the clamp ears.Tighten bolts rn and nuts;torque requirement is a minimum of 50 ft./Ibs. (68Nm). HHCS and Hex Nuts Included Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact customer service for alternative finishes and materials. Order By: Figure number, pipe size and finish 1 0 0 Fig.4A-Longitudinal Fig.4A- Brace Lateral Brace (UL Listed Up to 8"12ggmm)IPS) O Pipe Max.Horizontal Approx. Part Size A C D Bolt Design Load JUL) Miloo No. in. (nun) in. (mm) in. (mm) in. (nun) Size Ibs. NN) lbs. (kg) 4A-4 4" (100) 81/2" (215.9) 3 /8"(85.7) 311/16" 193.7► 1/2"-13 1600 (7.11) 221 (100.2) 4A-5 5" (125) 93/4" (247.6) 37/8" (96.4) 43/8" (111.1) 1/2"-13 1600 (7.11) 253 (114.7) 4A-6 6" (150) 111/2" (292.1) 5" (127.0) 51/8" (130.2) 1/2"-13 2015 (8.96) 513 (232.7) 4A-8 8" (200) 131/4"(336.5) 611/16"(169.9) 61/8" (155.6) 1/2%13 2015 (8.96) 601 (272.6) Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that,in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are ! combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers&Supports 172 Eaton Seismic Bracing TOLCO'"' Figure 4B Pipe Clam for Sway Bracing Component of State v 9 p p Y � California O.,I If'D Approved Size Range: 3/4" (20mm)to 8" (200mm)pipe Seismic Restraints System Material: Steel Function: For bracing pipe against sway and seismic disturbance C Approvals: Included in the Seismic Restraints Catalog approved by the / �� A State of California Office of Statewide Health Planning and Development (OSHPD). � B1 Standard Finish: Plain or Electro-Plated, Contact customer service for 1 D alternative finishes and materials. m Ordering: Specify part number and finish. Installation Instructions: Fig.413 is the "braced pipe" attachment �+ component of a longitudinal or lateral sway brace assembly. It is intended °0 to be combined with the "bracing pipe" and transitional and structural attachment component(s)to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install: Place the Fig.413 over the pipe to be braced.Attach other transitional fitting, Fig.909, 910, or 980.Tighten bolts and nuts.Transitional fitting attachment can pivot for adjustment to proper brace angle. rHanger/Longitudinal o Cooper B-Line d Schedule 40 pipe. ce Pipe Size Rod Size B C D Bolt Size Design Load Approx.Wt./100 Part No. in. (mm) A in. (nun) in. (MM) in. (mm► Lbs, (M) Lbs. (kg) 4B-3/4 3/4" (20) 3/8"-16 1" (25.4) 27/8" (73.0) 25/8" (66.7) 5/16"-18 330 (1.47) 56 (25A) 4B-1 1" (25) 3/B"-16 1" (25.4) 31/4" (82.5) 215/16" (74.6) 5/16"-18 330 (1,47) 60 (27.2) 4113-11/4 11/4" (32) 3/8"-16 1" (25.4) 38/16" (90.6) 31/4" (82.5) 5/16"-18 330 (1.47) 74 (33.5) 4B-11/2 11/2" (40) 3/8"-16 V (25.4) 313/16" (96.8) 37/16" (87.3) 5/1611-18 330 (1.47) 79 (35.8) 4B-2 2" (50) 3/8"-16 11/2" (38.1) 51/8" (130.2) 45/8" (117.5) 5/16"-18 440 (1.78) 156 (70.7) 4B-21/2 21/2' (65) 1/2'-13 13/4" (44.4) 55/8" 1142.9) 53/8" (136.5) 3/8%16 440 (1.78) 176 (79.8) 4B-3 3" (8o) 1/2"-13 17/8" (47.6) 63/4" (171.4) 61/8" (155.5) 3/8"-16 660 (2.93) 198 (89.9) 4B-31/2 31/2" (90) 1/2"-13 2" (50.8) 71/4" (184.1) 63/4" (171.4) 3/a"-16 660 (2.93) 219 (99.3) 4B-4 4" (100) 5/B"-11 2" (50.8) 85/8" (219.1) 71/4" (184.1) 1/2"-13 800 (3.56) 288 (130.6) 4B-5 5" (125) 5/8"-11 2" (50.8) 97/8" (250.8) 85/16" (211.1) 5/8"-11 980 (4.36) 390 (176.9) 4B-6 6" (150) 3/4"-10 21/B" (54.0) 1015/16"(277.8) 91/2" (241.31 5/8%11 980 (4.36) 448 (203.2) 4B-8 8" (200) 7/B"-9 21/B" (54.0) 137/16" (341.2) 111/2" (292.1) 3/4"-10 1200 (5.34) 691 (313.4) Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton,except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 173 B-Line series Pipe Hangers&Supports Seismic Bracing TOLCO'Fig. K- Longitudinal "in-Line" Sway Brace Attachment C @ us FM Size Range: 2"(5omm)through 8"(200mm) IPS. USTED ."...�. Material: Steel Set Screw&Hardware Function: For bracing pipe against sway and seismic disturbance. Included Approvals: Underwriters Laboratories Listed in the USA(UL)and Canada(cUL)21/2"(65mm)through 8"(200mm)pipe.Approved by Factory Mutual Engineering(FM), 21/2"(65mm)through 8"(200mm)pipe. Installation Instructions: Fig.4L is the"braced pipe"attachment component of a longitudinal sway brace assembly. It is intended to be p A combined with the"bracing pipe"and TOLCO structural attachment + component to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. c To Install: Place the Fig.4L over the pipe to be braced and tighten m bolts.Then engage"bracing pipe"into jaw opening and tighten set screw � until head snaps off.Jaw attachment can pivot for adjustment to proper y brace angle. I / N Finish: Plain. Contact customer service for alternative finishes and materials. Order By: Figure number, pipe size and finish. Longitudinal Brace 4-Way Riser Brace (plan view) Pipe Max.Horizontal Approx. Part Size A C D Bolt Size Design Load(cULuc) Wt./100 No. in. (nun) in. (nun) in. (nun) in. (nun) lbs. (kN) lbs. (kg) 4L-21/2 21/2" 165) 67/16" (163.5) 21/2" (63.5) 23/4" (69.8) 1/2"-13 2015 (8.96) 253 (114.7) 4L-3 3" (8o) 7" (177.8) 23/4" (69.8) 31/16" (77.8) 1/2"-13 2015 18.96) 268 (121.5) 41.-4 4" 1100) 81/2" (215.9) 33/8" (85.7) 311/16" (93.7) 1/2"-13 2015 (8.96) 348 (157.8) 4L-5 5" (125) 93/4" (247.6) 37/8" (98.4) ON' (111.1) 1/2%13 2015 (8.96) 380 (172.3) 4L-6 6" 11501 111/2"(292.1) 5" (127.o) 51/8" (130,2) 1/2"-13 2015 (8.96) 640 (290.3) 4L-8 8" (200) 131/4"(336.5) 55/6" (142.8) 55/8" (142.8) 1/2"-13 2015 (8.96) 728 (330.2) Pipe Max.Horizontal Max.Horizontal Design Load(FM) The loads listed are axial Part Size Design Load(cULuc) 30-44° 45-59° 600-740 75°-90° loads on the brace.The No. in. (on) IbsJ(kN) IbsJ(kN) lbs./(kN IbsAkN) IbsJlkNI horizontal load capacity, H, of 4L-21/2 21/2" (65) 2015(8.96) 1030(4.58) 118015.24) 1420(6.31) 1590(7.07) the brace is: H = F x sin ?, where ?the installation angle 4L-3 3" (80) 2015(8.96) 1030(4.58) 1180(5.24) 1420(6.31) 1590(7.07) measured from the vertical. 41.4 4" (100) 2015(8.96) 530(2.36) 730(3.25) 890(3.96) 990(4.40) FM approved when used with 4L-5 T (125) 2015(8.96) 530(2.36) 730(3.25) 890(3.96) 990(4.40) 1", 11/4", 11/2"or 2"Sch.40 4L-6 6" (150) 2015(8.96) 530(2.36) 730(3.25) 890(3.961 990(4.40) brace pipe. 4L-8 8" (200) 2015(8.96) 490(2.18) 680(3.02) 830(3.69) 930(4.13) Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton,except that,in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers&Supports 774 Eaton Seismic Bracing TOLCO' Fig. 4LA - Longitudinal "in-Line" Sway Brace Attachment c @us � Size Range: 1"(25mm)through 12"(300mm) IPS. LISTED Material: Steel Function: For bracing pipe against sway and seismic disturbance. Approvals: Approved by Factory Mutual Engineering(FM), 1"(25mm) through 12" (300mm) pipe. Underwriters Laboratories Listed in the USA and _f Canada(cULus), 1"(25mm)through 10" (250mm) pipe.See allowable loads in charts on page 172. Installation Instructions: Fig.4LA can be used as the system attachment 1 D A component of a longitudinal or lateral brace assembly. It is intended to be C combined with the"bracing member"and TOLCO transitional attachment and ) C y structural attachment to form a complete bracing assembly. For fire sprinkler �r 3 applications NFPA 13 guidelines should be followed. E e 0o To Install: Place the Fig.4LA pipe clamp component over the pipe to be e; braced and tighten down the break-off nuts until the hex head portion breaks 4LA-1 thru 4LA-4 off to verify correct installation torque. Next engage brace member(pipe or strut) with jaw component and tighten break-off head bolt until the hex head breaks off to verify correct installation torque. Pivot jaw for correct angle and attach to structure using TOLCO brand transitional attachment and structural attachment. Finish: Plain or Electro-Galvanized. Contact customer service ; -1 011 for alternative finishes and materials. Order By: Figure number, pipe size and finish. ;yam AN As AL. AN A-40 Pipe Approx. Part Size A C D Bolt Size Wt./100 No. in, (mm) in. (mm) in. (mm) in. (mm) 16s. (kg) 4LA-1 1" (25) 319/32" (91.2) 15/16" (33.5) 15/16" (33.5) 3/811-16 119 (54.0) 4LA-11/4 11/4' (32) 329/32" (99.3) 13/B' (35.3) 13/e" (35.3) 3/8"-16 123 (55.8) 4LA-11/2 11/2" (40) 45/32" (105.7) 11/2" (38.5) 11/2" (38.5) 3f811-16 127 (57.6) 4LA-2 2" (50) 511/32" (135.6) 21/32" (51.9) 21/iC (51.9) 3/8"-16 142 (64.4) 4LA-21/2 21/2" (65) 521/32" (148.7) 25/16" (58.5) 25/4" (58.5) 3/8"-16 173 (78.5) 4LA-3 3" (80) 61/2" (164.9) 25/6" (66.6) 25/e' (66.6) 3/8"-16 187 (84.8) 4LA-4 4" (100) 717/32" (191.3) 31/8" (79.5) 31/8" (79.5) 3/8"-16 209 (94.8) 4LA-6 6" (150) 105/8" (269.9) 49/16" (115.9) 49/16" (115.9) 1/2"-13 521 (236.3) 4LA-8 8" (200) 1213/16" (325.5) 59/16" (143.7) 521/32" (143.7) 1/2"-13 629 (285.3) 4LA-10 10" (250) 161/2" (419.1) 71/4" (184.2) 71/4" (184.2) 1/2"-13 1320 (598.7) 4LA-12 12" (300) 181/2" (469.9) 81/4" (209.6) 81/4" (209.6) 1/2"-13 1496 (678.6) Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton,except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 175 B-Line series Pipe Hangers&Supports Seismic Bracing TOLCO' Fig.4LA- Longitudinal "in-Line" Sway Brace Attachment cont. C&US FM LISTED '°"°"m o ' Q Longitudinal Lateral © Brace Brace -`------- - ------- O u E .O Longitudinal Loads Max.Horizontal Design Load(FM) Max.Horizontal Part Pipe Size 30°-44° 45°-59° 60°-74° 75°-90° Design Load(UL) No. in. (nun) lbs. (M) lbs. (M) lbs. (kN) lbs. NN) lbs. (M) 4LA-1 1" (25) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1000 (4.45) 4LA-11/4 11/4" (32) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1000 (4.45) 4LA-11/2 11/2" (40) 680 13.02) 970 14.31) 1190 (5.29) 1320 (5.87) 1000 (4.45) 4LA-2 2" (50) 680 (3.02) 860 13.82) 1030 (4.58) 1150 (5.11) 1000 (4.45) 4LA-21/2 21/2" (65) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 15.87) 1000 14.45) 4LA-3 3" (80) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1000 (4.45) 4LA-4 4" (100) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1000 (4.45) 4LA-6 6" (150) 1620 (7.20) 2,260110.05) 2010 (8.94) 2220 (9.87) 1600 (7.11) 4LA-8 8" (200) 1620 (7.20) 1,660 (7.38) 1570 (6.98) 1740 (7.74) 2015 (8.96) 4LA-10 10" (250) 1620 (7.20) 1,660 17.38) 1570 16.98) 1740 (7.74) NA (NA) 4LA-12 12" (300) 1620 17.20) 1,660 (7.38) 1570 (6.98) 1740 17.74) NA (NA) Lateral Loads Max.Horizontal Design Load(FM) Max.Horizontal Part Pipe Size 30°-44D 45°-59° 60°-74° 75°-90° Design Load(UL) No. in. (mm) lbs. (M) lbs. (kN) lbs. (kN) lbs. NN) lbs. NN) 4LA-1 1" 125) 680 13.02) 970 (4.31) 1190 (5.29) 1320 (5.87) NA (NA) 4LA-11/4 11/d' (32) 680 (3.02) 970 14.31) 1190 15.29) 1320 (5.87) NA (NA) 4LA-11/2 11/2" 140) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) NA (NA) 4LA-2 2" 15o► 680 (3.02) 970 (4.31) 1190 (5,29) 1320 (5.87) NA (NA) 4LA-21/2 21/2" (65) 680 (3.02) 970 (4,31) 1190 (5.29) 1320 15.B7) NA (NA) 4LA-3 3" (80) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1000 (4.45) 4LA-4 4" 000) 680 (3.02) 970 (4.31) 1190 15.29) 1320 (5.87) 1000 14.45) 4LA-6 6" (150) 1620 (7.20) 2,300110.23) 2820 112.54) 3140 113.96) 1600 (7.11) 4LA-8 8" (200) 1620 (7.20) 2,300 110.23) 2820 112.54) 3140 (13.96) 2015 (8.96) 4LA-10 10" (250) 1620 (7.20) 2,300110.23) 2820 112.54) 3140 113.96) NA (NA) 4LA-12 12" (300) 1620 (7.20) 2,300 (10.23) 2820 (12.54) 3140 113.96► NA (NA) Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton,except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers&Supports 176 Eaton Seismic Bracing TOLCO'' Fig.800-Adjustable Sway Brace Attachment to Steel Component of State of California OSHPD Approved Size Range: 4"(101.6mm)thru 18"(457.2mm)beam width Seismic Restraints System Material: Steel Function: Seismic brace attachment to steel. Features: This product's design incorporates a concentric attachment point which is C UL US critical to the performance of structural seismic connections. NFPA 13 indicates the USTED importance of concentric loading of connections and fasteners. Permits secure connection to steel where drilling and/or welding of brace connection could present structural issues. Installation Instructions: Fig. 800 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a m Cooper B-Line/TOLCO transitional attachment, "bracing pipe"and a B-Line/TOLCO 3 "braced pipe"attachment to form a complete bracing assembly. B' NFPA 13 and/or OSHPD guidelines should be followed. Set Screws&Hardware W To Install: Place the Fig.800 on the steel beam,tighten the cone point set screws Included on flange until the heads break off.Tighten hex head bolts into clamp body until lock f° washers are fully flat.Attach other TOLCO transitional attachment fitting, Fig. 909, 910, 980 or 986.Transitional fitting attachment can pivot for adjustment to proper brace angle. Approvals: Underwriters Laboratories Listed in the USA(UL)and Canada(cUL). Approved by Factory Mutual Engineering(FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development(OSHPD). For additional load, spacing and placement information - relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish: Plain. Contact customer service for alternative finishes and materials. Order By: Figure number,type number and size number. Part Number Example: FIG.800 TYPEIX8-10 Type 1 (beam flange thickness) 8-10(flange width range) Max.Horizontal Max.Horizontal Design Loads(FM) Cif,Ruum I rlu,inn 1 nude 1.111 net Type Flange Thickness I Along Across i Lalledal-Parallel to Structural Member Longitudinal-Perpendicular toStrucbnalMember Beam Beam 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° in. (mm) IbsAkN) IbsAN) IbsJ(kN) IbsJ(kN) IbsJ(kN) IbsAkN) IbsJ(kN) IbsJ(kN) IbsJIkN) lbs./IkN► 1 Up to 3/4" (Up to 19.0) 1265 2015 1430 1970 1980 NR 930 1310 1610 1800 (5.62) (8.96) I (6.36) 18.76) (8.81) MR) (4.13) (5.82) (7.16) 18.00) 2 3/4"to 11/4" (19.0 to 31.7) 1265 2015 NR NR NR NR NR NR NR NR (5.62) (8.96) (NR) (NR) (NR) (NR) IN) (NR) (NR) INR) Fits Flange Width Range in. (mm) ti 4-6 4".6' (101.6-152.4) 4' 17=L, 6-8 6""-8" (152.4-203.2) 8-10 8"-10" (203.2-254.0) 10-12 10"-12" (254.0-304.8) 10 Shown with Fig.980 Shown with 1 1 12-14 12""-14"" (304.8-355.6) �� 1 1 brace fitting to Fig.980 brace 1 i 14-16 14""-16"" (355.6-406.4) ,' pipe brace fitting it pipe brace 1 16-18 16--18"" (406.4-457.2) ,' (Across Beam) (Along Beam) 1 1 Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 177 B-Line series Pipe Hangers&Supports Seismic Bracing Component of State of TOLCO' Fig.825- Bar Joist Sway Brace Attachment California CSHPD Approved Seismic Restraints System Size Range: One size accommodates all Fig.900 Series sway brace attachments. Maximum C �L us Horizontal Design Load 2015 Ibs(8.96kN). �M Material: Steel LISTED Function: To attach sway bracing and hanger assemblies I� 03/6 to steel open web structural members. ) Features: This product's design incorporates a concentric attachment point which is critical to the performance ofstructural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure non-friction connection without cdrilling or welding. Unique design reinforces point of connection to joist. Break off head set screw design assures verification of proper installation torque (min.31 ft.-Ibs.). crews& Approvals: Underwriters Laboratories Listed in the USA(UL)and Canada(WL). Hardware Included E Approved by Factory Mutual Engineering(FM). Included in our Seismic Restraints a Catalog approved by the State of California Office of Statewide Health Planning and rn Development(OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems - Guidelines. Installation Instructions: Fig. 825 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, "bracing pipe"and a TOLCO"braced pipe' attachment,to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines J should be followed. (25.4mm) Top View 1/2"Bolt&Nut To Install: Place the Fig. 825 on the steel beam,tighten the cone point set screws Furnished until heads break off.Attach other TOLCO transitional attachment fitting, Fig.909, 910, 980 or 986.Transitional fitting Max. attachment can pivot for adjustment to Bar joist shown attached to 6"1152.4mm) proper brace angle. various roof materials Shown with Finish: Plain, Electro-Galvanized and HDG Fig.910 Approx.Wt./100: 247.5 Lbs. (112.2kg) f 1 - Fig. Fig.1000 825 Order By: Figure number and finish Shown with ? US Patent#6,098,942, Fig.910 _ / Canada Patent#2,286,659 May pivot in any May pivot in any direction direction Max.Horizontal Design Load(UL) Front View Side View 2015 Ibs.(e.96kN) UL Listed as Hanger Attachment for 6"(150mm)Pipe at Maximum Spacing fa�u . Shown with Fig.910 Max.Horizontal Design Loads(FM) Fig.825 30°-44° 45°-59° 60°-741 75°-90° Ibs./(kN) lbs./(kN) Ibs./(kN) Ibs./(kN) Fig.1000 Maximum Perpendicularto 990 1360 1670 1860 3/e"Thick Flange Structural Member 14.40) (6.05) (7.43) (8.27) Maximum Parallel to 460 630 770 860 3/6"Thick Flange Structural Member (2.04) (2.80) (3.42) (3.82) Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton,except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers&Supports 178 Eaton Seismic Bracing TOLCO' Fig.825A- Bar Joist Sway Brace Attachment Cells Size Range: One size accommodates all Fig. 900 Series sway brace LISTED attachments. Maximum Horizontal Design Load 1600 Ibs(7.11kN). Material: Steel Set Screws& Function: To attach sway bracing to steel open web structural members. Hardware Included > Features: This product's design incorporates a concentric attachment 3/81,(95) point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure non-friction connection without drilling or welding. Unique design reinforces point of connection to joist. Break off head bolt design assures verification of proper installation. Approvals: Underwriters Laboratories Listed in the USA(UL)and 3 Canada(WL). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint O0 Systems Guidelines. 0 Installation Instructions: Fig. 825A is the structural attachment component of Maximum Design Load a longitudinal or lateral sway brace assembly. It is intended to be combined with a 1600lbs. TOLCO transitional attachment, "bracing pipe"and a TOLCO"braced pipe" attachment to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install: Place the Fig. 825A on the stool boam,tighten the cone point set f' screws until heads break off.Attach other TOLCO transitional attachment fitting, Fig. 909, 910,980 or 986.Transitional fitting attachment can pivot for adjustment �- to proper brace angle. Finish: Plain or Electro-Ga Ivan ized Approx.Wt./100: 154.5 Lbs. (70.1 kg) Order By: Figure number and finish Patent#6,098,942 V- Bar joist shown attached to Max. various rool materials mm I pivot in any Shown with Fig.980 direction May 0 O Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton,except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 179 B-Line series Pipe Hangers&Supports Seismic Bracing TOLCO'' Fig.828- Universal Sway Brace Attachment c @ us FM Size Range: One size accommodates all Fig. 900 Series sway brace US1ED attachments. Fits from 3/8" (9.4mm)to 7/8" (22.2mm)thick steel structure. For thicknesses less than 3/8" (9.4mm)refer to Fig.825 and Fig. 825A. Cone Point Material: Steel Set Screws A Function: To attach sway bracing to various types of steel structural members. Features: Permits secure non-friction connection without drilling or welding. Unique \. design allows offset placement on wide flange beam, I-beam, C-channel, open web, Set Screws welded steel trusses, etc..Secures brace to structure either across or along the ®� Included beam. Break-off set screws allow for visual verification of proper installation torque. Approvals: Underwriters Laboratories Listed in the USA(UL)and ,` c Canada(cUlQ. Factory Mutual Approved(FM). Installation Instructions: The Fig. 828 is the structural attachment Cone Point to component of a longitudinal or lateral sway brace assembly. It is intended Set Screw B E to be combined with a TOLCO transitional attachment, "bracingpipe"and a TOLCO Mh p pe UL Horizontal Design Load in "braced pipe"attachment to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. Maximum Design Load Across Beam To Install: Place the Fig. 828 on the flange of the beam,truss,or girder. Be sure the 2015lbs.(8.96kN) attachment is fully engaged to the rear of the opening.Tighten the cone point Maximum Design Load Along Beam set screws (A) until the heads break off.Tighten the cone point set screw(B) until the 2015 lbs.(8.96kN) head breaks off. Remove the flange nut from set screw(B). Install a TOLCO swivel fitting (Fig, 909, 910, 980, 986). Use flange nut to secure the swivel fitting. Finish: Plain or Electro-Galvanized Approx.Weight/100: 275 Lbs. (124.7kg) Order By: Figure number and finish Patent#6,098,942,#8,534,625 Canada Patent#2,286,659 a 's Patent Pending Max.Horizontal Design Load(FM) With Brace Perpendicular To The Beam Brace Angle(degrees from vertical) 30°-44° 450-590 600-74° 75°-90° 1570 2220 1210 700 (6.98kN) (9.87kN) (5.38kN) (3.11kN) Beam,truss, Beam,truss,or girder or girder Fig.828 Max.Horizontal Design Load(FM) Awith � --------With Brace Parallel To The Beam Fig.828 Ma ivot in anBrace Angle(degrees from vertical) Shown y p y 30'-44° 45°-59° 601-74' 75°-90° Fig.980 direction Shown with 690 970 1210 1330 Fig.980 (3.07kN) (4.31kN) (5.38kN) (5.91kN) FM Approved design loads are based on ASD design method. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton,except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers&Supports 780 Eaton Seismic Bracing TOLCO' Fig.906- Sway Brace Multi-Fastener Adapter Component of State of California OSHPD Approved Seismic Restraints System Size Range: Use with 1"(25 amm)and 11/4"(31.7mm) UL listed Fig. 900 Series Earthquake Brace Attachments. Material: Steel C@U3 Application: Allows sway brace fittings to develop greater unn load carrying ability by providing multiple fastener H1 attachments.The National Fire Protection(NFPA)provides information on fastener loads to various structures. Refer to NFPA 13(2010)9.3.5.9.1. Approvals: Underwriters Laboratories Listed in the USA B (UL)and Canada(cUL)only when used with TOLCO / Fig.900 Series Earthquake Brace Attachments. Included in H1 000 3 our Seismic Restraints Catalog approved by the State of D �. California Office of Statewide Health Planning and W Development(OSHPD). For additional load, spacing and H2 placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. ( i Installation Instructions: Fig. 906 is a multiple fastener A structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a Mounting Hardware TOLCO transitional attachment, "bracing pipe"and a TOLCO C Is Not Included "braced pipe"attachment to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install: Attach the Fig.906 to the structural surface as per fastener design guidelines.Attach other TOLCO transitional attachment fitting Fig. 909, 910, 980 or 986. Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact customer service for alternative - - finishes and materials. Order By: Figure number and specify dimensions H1 and H2. Part A B C D H1 H2 Approx.Wt./100 Number in. (mm) in. (mm) in. (mm) in. (mm) Lbs. (kg) 906 12" (305.0) 9" (228.6) 2" (50.8) 1/4" (6.3) Specify Specify 307 (139.3) Load Note:Actual design load determined by anchor and concrete strength, not to exceed the UL Listed maximum horizontal load of 2015 lbs. (8.96kN). Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 781 B-Line series Pipe Hangers&Supports Seismic Bracing TOLCO''Fig. 907 - 4-Way Longitudinal Sway Brace Attachment Component of State of California OSHPD Approved Size Range: 1"(25.4mm)x 1"(25.4mm), 1"(25.4mm)x 11/4"(31,7mm)and Seismic Restraints System 11/4"(25.4mm)X 11/4'(25.4mm)bracing pipe. Material: Steel, hardened cone(or cup)point set screw Function: For bracing pipe against sway and seismic disturbances, Functions A as a longitudinal brace connection when attached to a lateral brace pipe. Bracing connection must be positioned as close as physically possible to the braced pipe (No more than 3"(76.2mm)away). Must be used only with TOLCO bracing components.When used in conjunction with Fig. 1000,this combination bracing restricts piping movement in tension and compression both laterally and longitudinally. Approvals: Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development(OSHPD). For additional load, spacing and placement information relating to OSHPD m` projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. =' B Set Screws H Installation Instructions: Fig. 907 is a transitional component of a / Included .3 longitudinal 4-way sway brace assembly. It is intended to be installed with the longitudinal and lateral"bracing pipes",TOLCO structural attachment fittings, Fig.909,910 and 980 and the Fig. 1000 TOLCO"braced pipe"fitting,to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install: Attach the Fig. 907 over the lateral"bracing pipe"to within 3"(76.2mm) of its position relative to the"braced pipe"connection. Adjust brace angle and ` tighten set screws until the heads bottom out on surface. Finish: Plain. Contact customer service for alternative finishes and materials. Order By: Figure number, bracing pipe sizes and finish. 1 f, Shown With Fig.909 j- Fig.907 Shown With Fig.980 Fig.1000 � � Fig.907 Can Be Attached On Either Side Of The Pipe Being Braced 4-Way Riser Brace Part Number Brace Pipe Size A B Max.Design Load Approx.Wt./100 in. (mm) in. (mm) in. (mm) lbs. (M) lbs. Ng) 907-1 X 1 1"x 1" (25 x 251 43/4" (120.6) 43/4" 1120.6) 655* (2.91) 103 (46.7) 907-1 X 11/4 1"x 11/4" (25 x 32) 53/16" 1128.6) 413/16" (122.2) 655* (2.91) 107 (48.5) 907-11/4 X 11/4 11/4"x 11/4" (32 x 32) 53/8" 1136.51 51/4" (133.1) 655* (2.91) 109 (49.4) " Load will accommodate up to 4" (100mm)pipe at maximum spacing. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton,except that,in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers&Supports 182 Eaton Seismic Bracing TOLCO'' Fig.909- No-Thread Swivel Sway Brace Attachment Component of State of 9 V California OSHPD Approved Seismic Hestraints System Size Range: 1"(25mm) bracing pipe. For brace pipe sizes larger than 1"(25mm), use Fig. 980.Available with holes for 1Pz"-13 thru 3/4"-10 fastener attachment. g@0 Material: Steel, hardened cone point set screw Una Function: The structural component of a sway and seismic bracing system. Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (2010)9.3.5.8.4 indicates clearly that fastener table load values are based only on concentric loading. No threading of the bracing pipe is required. Open design allows for easy m inspection of pipe engagement. 3 Application Note: Fig. 909 is used in conjunction with the Fig. 1000, m� 0 Fig. 1001, Fig.4(A)or Fig.4L pipe clamp, and joined together with bracing pipe. Sway brace assemblies are intended to be installed in accordance with 2. NFPA 13(or TOLCO State of California OSHPD Approved Seismic Restraint \ (o Manual)and the manufacturer's installation instructions.The required type, Set Screw A number and size of fasteners used for the structure attachment fitting shall Included B be in accordance with NFPA 13 and/or OSHPD. Approvals: Underwriters Laboratories Listed in the USA(UL) Mounting Hardware and Canada (WL). Included in our Seismic Restraints Catalog Is Not Included approved by the State of California Office of Statewide Health Planning and Development(OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. 1 Installation Instructions: Fig.909 is the structural or transitional attachment component of a longitudinal or lateral sway brace 1 assembly. It is intended to be combined with the"bracing pipe" and TOLCO"braced pipe"attachment, Fig, 1000, 1001,4A, 4B or 4L to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install: Place the Fig.909 onto the bracing pipe.Tighten the set screw until the head bottoms out on surface.Attachment can pivot for adjustment to proper brace angle. — - Order By: Figure number,fastener attachment size and finish. Part Mounting Hole Brace Max.Design Approx. Number D Pipe Size A B Load wt./100 in. (mm) in. (nun) in. (mm) in. (mm) Ibs. (kN) Ibs. (kg) 9M-1/2* 17/32" (13.5) 1" (25) 6" (152.4) 15/8" (41.3) 2015 (8.96) 91 (41.3) 909-5/B 11/16" (17.5) 1" (25) 6" (152.4) 15/8" (41.3) 2015 (8.96) 90 (40.8) 909-3/4 13/16" (20.6) 1" (251 6" (152.4) 15/8" (41.3) 2015 (8.96) 89 (40.4) " Standard size. Important! -For load information when using Fig.909 with pre-installed or post-installed concrete anchors in compliance with NFPA 13(2016)or ASCE 7-10,including prying factors,see load tables on pages AL1 thru AL21. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton,except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 783 B-Line series Pipe Hangers&Supports 1 Seismic Bracing TOLCO'"' Fig.910- Swivel Sway Brace Attachment Component of State v 9 y California OSHPD Approved Seismic Restraints System Size Range: 1"(25mm)bracing pipe. For brace pipe sizes larger than 1"(25mm), use Fig. 980.Available with holes for 3/8"-16 thru 3/4"-10 fastener attachment. Material: Steel C @tis D Function: For bracing pipe against sway and seismic disturbances.The LISTED A building attachment component of a sway brace system;the Fig. 910 is used in conjunction with the Fig. 1001, Fig. 1000 or with a Fig.4A, Fig. 4L, or �•� B Fig. 4LA pipe clamp and joined together with a brace pipe per NFPA 13. Features: This product's design incorporates a concentric attachment g opening which is critical to the performance of structural seismic connections. � NFPA 13 (2010)9.3.5.8.4 indicates that fastener table load values are based E only on concentric loading. Universal swivel design allows Fig.910 to be C c attached at any surface angle. F Mounting Hardware m Approvals: Underwriters Laboratories Listed in the USA(UL)and Canada Is Not Included (WL). Included in our Seismic Restraints Catalog approved by the State of E California Office of Statewide Health Planning and Development(OSHPD, a OPA-0300). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Installation Instructions: Fig.910 is a structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the"bracing pipe", and TOLCO"braced pipe"attachment, ' Fig. 1000, Fig. 1001, Fig. 4A, Fig.4L or Fig.4LA to form a complete bracing assembly. Follow NFPA 13 and/or OSHPD guidelines. To Install: Thread the pipe into the Fig.910 until pipe threads are visible through inspection site hole. Attachment can pivot for adjustment to proper - — brace angle. O Note: Fig. 910 swivel attachment and Fig. 1001, Fig. 1000, Fig.4A Fig.4L, or Fig.41LA pipe clamps make up a sway brace system of(UL) Listed attachments and bracing materials which satisfies the requirements of Underwriters Laboratories and the National Fire Protection Association (NFPA). Finish: Pre-Galvanized. Contact customer service for alternative finishes and materials. Order By: Figure number, pipe size,fastener attachment size, and finish. p Lateral Brace Part Brace Mounting Max.Design Approx. Number Pipe Size A B C Hole D E F Load wt./100 in. (nun) in, (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) lbs. NN) lbs. (kg) 910-1 X 1/2 V (25) 2" (50.8) 11/2" (38.1) 3- (76.2) 9/16" (14.3) 25/16"(58.7) 2" (50.8) 1600 (8.96) 88 (39.9) 910-1 X5/8 1" (25) 2" (50.8) 11/2" (38.1) 3" (76.2) 11/16" (17.5) 25/16"(58.7) 2" (50.8) 1600 (8.96) 87 (39.4) 910-1 X 3/4 1'" (25) 2" (50.8) 11/2" (38.1) 3" (76.2) 13/16" (20.6) 25/16"(58.7) 2" (50.8) 1600 (8.96) 86 (39.0) Importantl -For load information when using Fig.910 with pre-installed or post-installed concrete anchors in compliance with NFPA 13(2016)or ASCE 7-10,including prying factors,see load tables on pages AL1 thru AL21. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are i combined with products not provided by Eaton. i All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers&Supports 184 Eaton Seismic Bracing TOLCOTM' Fig.975- Straight Sway Brace Fitting ceUg Size Range: 1"(25mm)bracing pipe. For brace pipe sizes larger than USTED 1"(25mm), use Fig. 980.Available with holes for 1&'-13 thru 3/4"-10 fastener attachment. C Material: Steel Mounting Hardware Function: For bracing pipe against sway and seismic disturbances.The Is Not Included building attachment component of a sway brace system;the Fig.975 is used in conjunction with the Fig. 1000, Fig. 1001 or with a Fig.4A pipe clamp and joined together with a brace pipe per NFPA 13. B NO Features: Open design allows for easy checking of thread engagement. m Approvals: Underwriters Laboratories Listed in the USA(UL)and Canada(cUL). 3 Installation: Fig. 975 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the B A "bracing pipe"and TOLCO"braced pipe"attachment, Fig. 1000, 1001,4A,4B or 4L to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install: Thread the Fig.975 onto the threaded bracing pipe. Attachment can pivot for adjustment to proper brace angle. (Bending of plate not permitted.) Finish: Plain. Contact customer service for alternative finishes and materials. Order By: Figure number and finish. Note: Bending of this fitting alters the material strength. Use Fig. 909 or Fig. 910 when angle fitting is required. 0 Lateral Brace Part Brace Mounting Hole Max.Design Approx. Number Pipe Size A B C D Load W000 in. (mm) in. (mm) in. (mm) in. (mm) in. (am) Ibs. (kN) lbs. (kg) 975-1/2* 1" (25) 4" 1101.61 31/2" 188.9) 11/2" (38.1) 9/16" (14.3) 2015 (8.96) 88 (39.9) 975-5/8 1" 125) 4" (101.6) 31/2" (88.9) 11/2"(38.1) 11/16"(17.5) 2015 (8.96) 87 (394) 975-3/4 1" (25) 4" (101.6) 31/2" (88.9) 11/2"(38.1) 13/16"(20.6) 2015 (8.96) 86 (390) *Standard size. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton,except that,in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 185 B-Line series Pipe Hangers&Supports Seismic Bracing TOLCO' Fig.980 - Universal Swivel Sway Brace Attachment-3/8"-16 to 3/4"-10 rods TOLCO' Fig.980H - Universal Swivel Sway Brace Attachment-7/6"-9 to 11/4"-7 rods Size Range: One size fits bracing pipe 1"(25mm)thru 2"(5omm), Component of State of 12 gauge(2.6mm)channel,and all structural steel up to 1/4"(31.7mm)thick. California OSHPD Approved Seismic Restraints System Material: Steel. Stainless Steel Type 316(SS6) optional. C @ us M Function: Multi-functional attachment to structure or braced pipe fitting. Set Screw 1JSTEl1 Features: This product's design incorporates a concentric attachment Included Mounting Hardware opening which is critical to the performance of structural seismic connections. 980 '�• Is Not Included NFPA 13(2010)9.3.5.8.4 indicates clearly that fastener table load values are _D based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. I �, Installation: Fig.980 is the structural or transitional attachment component A 4� of a longitudinal or lateral sway brace assembly. It is intended to be combined with the"bracing pipe"and TOLCO"braced pipe"attachment, Fig. 1000, 1001, !�1 2002,4L, 4A or 4B to form a complete bracing assembly. NFPA 13 and/or w OSHPD guidelines should be followed. To Install: Place the Fig.980 onto the"bracing pipe".Tighten the set screw • until the head breaks off.Attachment can pivot for adjustment to proper brace angle. Approvals:-Underwriters Laboratories Listed in the USA(UL)and Canada(cUL).Approved by Factory Mutual Engineering(FM). Included in our D Seismic Restraints Catalog approved by the State of California Office of 980H Statewide Health Planning and Development(OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. A. Note: Fig. 980 Swivel Attachment and Fig. 1001, Fig. 1000, Fig.2002, g Fig.4A, Fig.4B or Fig.4L pipe clamps make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters Laboratories and the National Fire Protection Association(NFPA) Finish: Plain, Electro-Galvanized or Stainless Steel. Contact customer service for alternative finishes. Order By: Figure number and finish. US Patent Numbers 0 Pat.#6,273,372,Pat.#6,517,030,Pat.#6,953,174, Pat.#6,708,930,Pat.#7,191,987,Pat.#7,441,730,Pat.#7,669,806 Part Max.Horizontal Max.Horizontal Design Load""(FM) Approx. Number A B D" Design Load(cULus) 30°-44' 45°-59° 60°-74° 75°-90° W000 in. (mm) in. (mm) in. (nun) IbsJ(kN) IbsJ(kN) IbsJ(kN) IbsJ(kN) IbsJ(kN) lbs. (kg) 980-3/8 51/4" (133.3) 17/8" (47.6) 13/32" (10.3) 149 (67.6) 980-1/2 51/4" (133.3) 17/6" (47.6) 17/32" (135) 148 (67.1) 980-5/8 51/4" (133.3) 17/8" (47.6) 11/16" (17.5) 147 (66.7) 980-3/4 51/4" (133.3) 17/8" (47.6) 13/16" (205) 2015 1320 1970 2310 2550 146 (66.2) 98OH-7/8 63/4" (171.4) 31/2" (88.9) 15/16" (23.8) (8.96) (5.87) (8.76) (10.27) 111.34) 402 (182.3) 98OH-1 63/4" (171.4) 31/2" (88.9) 11/16" (27.0) 400 (181.4) 98OH-11/6 63/4" (1714) 31/2" (88.9) 13/16" (30.2) 397 (180.1) 98OH-11/4 63/4" (171.4) 31/2" (88.9) 15/16" (33.3) 390 (176.9) " Mounting attachment hole size. Important! -For load information when using Fig.980 with MM Installed with 1" or 11/4" Schedule 40 brace pipe. pre-installed or post-installed concrete anchors in compliance with NFPA 13(2016)or ASCE 7-10,including prying factors,see load tables on pages AL1 thru AL21. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton,except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers&Supports 786 Eaton Seismic Bracing TOLCO' Fig. 981 - Fast Attach Universal Swivel Sway Brace Attachment Component of State California OSHPD Approved Seismic Restraints System Size Range: Fits bracing pipe 1"(25mm)thru 2"(50mm), 12 gauge(2.6mm) channel and all structural steel up to 1/4"(6.3mm)thick. Fig.981-S fits rod sizes 3/8"thru 5/8". Fig. 981-L fits rod sizes 3/4"thru 7/8". Set Screws Material: Steel Included Function: Multi-functional attachment to hanger rod,trapeze rod, structure or C braced pipe fitting. O B Features: Fits multiple sizes of bracing pipe, strut or structural steel. Swivel allows adjustment to various surface angles. Breakaway bolt heads assure A y verification of proper installation torque. Unique"fast attach"yoke design fits m multiple rod sizes;3/8"thru 5/8"and 3/4"thru 7/8". "Stackable" design allows 9 installation of both lateral and longitudinal braces to be easily installed on a single , 0 hanger rod, with no disassembly. W R Installation: Fig. 981 is the "braced pipe" attachment component of a lateral 3 or longitudinal brace assembly. It is intended to be combined with the pipe hanger, 1° all-thread rod, "bracing pipe" and TOLCO transitional and structural attachment k component(s)to form a complete bracing assembly. NFPA 13 and or OSHPD guidelines should be followed. To Install: Spin nut on top of hanger counterclockwise to loosen the nut and raise it above the top of the hanger.Attach Fig. 981 by slipping the open side of the 981 yoke onto the all thread rod above the top of the hanger.Tighten 3/8"cone point set screw on yoke until head breaks-off to ensure proper installation torque. Spin the hex nut clockwise and tighten securely. Insert brace pipe into the jaw of the 981 and tighten the cone point set screw until the head breaks off ensuring proper installation torque. Pivot brace pipe to proper angle and attach to structure using a TOLCO swivel structural attachment. Shown with 1" Approvals: Included in our Seismic Restraint Systems Guidelines, approved by I® Sch.40 Pipe Brace the California Office of Statewide Health Planning and Development(OSHPD). For additional load, spacing and placement information relating to OSHPD Shown with Fig.981-Fast projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. =`-' Attach Universal Swivel Sway Finish: Electro-Galvanized ` Brace Attachment Order By: Figure number, rod size Fin, OWON Band Hanae r Pat.#6,273,372,Pat.#7,097,141,Pat.#7,654,043,Pat.#7,654,043 B2 Part Rod Size Max.Horizontal Approx. Number Range A B C D Design Load W000 in. (mm) in. (mm) in. (mm) in. Win) lbs. (kN) lbs. (kg) 981-S 3/8"thru 5/e" 51/8" (130.2) ON'(104.8) 11/4" (31.7) 21/4" (57.1) 2015 (8.96) 88 (39.9) 981-L 3/41"&7/81" 51/8" (130.2) 41/8"(104.8) 11/4" (31.7) 21/4" (57.1) 2015 (8.96) 82 (37.2) Shown with Fig.981-Fast Shown with 12 Ga. Shown with 1" Attach Universal Swivel Channel Brace O Sch.40 Pipe Brace O Sway Brace Attachment Shown with Fig.981-Fast _.-- -- Attach Universal Swivel Sway - a Brace Attachment Shown with Fig.1 Shown with Trapeze + Hanger Clevis Hanger with Fig.1CBS All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton Revised June-7-2017 187 B-Line series Pipe Hangers&Supports Seismic Bracing TOLCO'' Fig. 985- Mechanical Fast Clamp Set Screw O Size Range: Fig. 985-S fits rod sizes 3/8" thru 5/8" Included Fig. 985-L fits rod sizes 3/4" thru 7/8" rod sizes Material: Steel Function: Used for attachment of seismic bracing to pipe hanger or trapeze Features: Allows up to 12" (304.8mm)of adjustability in brace length, when used with Fig. 986. Break-off set screw heads visually verify required installation torque. Unique "Fast Attach" yoke design allows Fig. 985 to be '' �t► installed to hanger rods 3/8" thru 5/8" or 3/4" thru 7/8" � `� Finish: Electro-galvanized t Order By: Figure number, rod size&finish o, Patent Pending � B � ' m so Part Rod Max.Horizontal Approx. I E Number Size A B Design Load Wt./100 0 a in. (mm) in. (mm) lbs. (kN) lbs. (kg) A I s1 H 0 oy 985-S 3/8"thru 5/8" 2" (%8) 11/2" (38.1) 2015 (8.96) 204 (92.5) t �5 985-L 3/4"&7/8" 2" (50.8) 15/8" (41.3) 2015 (8.961 198 (89.8) Rod Size TOLCO' Fig. 986- Mechanical Fast Clamp o Size Range: Available with holes for 112"-13 thru 3/4"-10 fastener attachment. Mounting Hardware Material: Steel Is Not Included Function: Used for attachment of seismic bracing to structure or hanger. _ Features: Allows up to 12" (304.8mm)of adjustability in brace length, when } used with Fig. 985. Break-off set screw heads visually verify required installation torque. Swivel allows adjustment to various surface angles. Finish: Electro-galvanized Order By: Figure number, rod size &finish Patent Pending Part Rod Hole Dia. Max.Horizontal Approx. ®O Set Screw Number Size D Design Load* Wt./100 Included in. (mm) lbs. (kN) lbs. (kg) 986-1/2 1/2" 8/16" (14.3) 2015 (8.96) 204 (92.5) 986-5/8 5/8" 11/16" (17.5) 2015 (8.96) 203 (92.1) 986-3/4 3/4" 13/16" (20.6) 2015 (8.96) 202 (91.6) *When used with 15/8" (41 3mm)x 15/8" (41.3mm) 12 Ga.(2.6mm)channel Fig.986 Max. Structural Attachment O �6"(152.4mm) 0 15/8"(41.3mm)x 15/8"(41.3mm) 12 Ga.(2.6mm)Channel(Typ.) Max. o fi:? �.: - ?��-.� Fig.985 6"(152.4mm) — . -..- Hanger or Trapeze Attachment All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers&Supports 188 Eaton Seismic Bracing TOLCOTM' Fig. BRC CABLE - Pre-Stretched 7 x 19 Galvanized Aircraft Cable Size Range: Available in cable diameters of 1/8", 3/16", and 1/4" Material: Steel Function: Used for attachment of seismic bracing to structure or hanger. ` Features: Meets requirements of IBC 2009 and ASCE 7-05 for seismic bracing. Finish: Galvanized f$. Order By: Figure number and size t 'r Note: Only pre-stretched aircraft cable should be used in seismic bracing installations where cable is used as the bracing component. Use of other types , f N of cable will, over time, begin to sag and deform,thus rendering the bracing 3' system to not perform properly. 0' w iv Part Cable Max.Rec. Approx. Number Diameter Load* WtJ10d Ft. in. (mm) lbs. (kN) lbs. (kg) BRC CABLE-1/6 1/8" (3.2) 975 (4.33) 2.9 11.311 BRC CABLE-3/16 3/16" (4.8) 2050 (9.12) 6.5 12.95) 709 19 BRC CABLE-1/4 1/4" (6.3) 3150(14.01) 11.0 (4.99) * Cable breaking strength d 7 Pre-Stretched _ Cable �,�o U ` Fig.991 Cable E_ Sway Brace Attachment + 1 (Page 187) G Fig.990 Cable Sway Brace O Pre Stretched Attachment Cable (Page 186) Ci` O All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 189 B-Line series Pipe Hangers&Supports Seismic Bracing TOLCO'' Fig.990- Cable Sway Brace Attachment-3/8"-16 to 3/4"40 rods Component of State of California 0SHPD Approved TOLCO' Fig.990H - Cable Sway Brace Attachment-7/8"-9 to 11/4"-7 rods Seismic Restraints System Size Range:—1/8",3/16"and 1/4"pre-stretched cable. Fig. 990 for 3W, 112", 5/8", or 3/4"hanger rod, bolt,or fastener. 1 Fig.990H for 7/8", 1", 11/8", or 11/4"hanger rod, bolt, or fastener. Hardware Included shown B Mounting Hardware e Is Material:—Steel Not Included Function:—Cable attachment for sway bracing.Attaches sway brace to structure or to hanger.To be used with 7 x 19 strand core pre-stretched galvanized aircraft cable. 990 Features:—Cable easily slides into oversized front arch opening. Breakaway hex nuts assure verification of proper installation.Will mount to any surface angle. Approvals:—Included in our Seismic Restraints Catalog approved by the I4 r State of California Office of Statewide Health Planning and Development1f m` (OSHPD). For additional load, spacing and placement information relating -------- E to OSHPD projects, please refer to the TOLCO Seismic Restraint System Guidelines. A Finish:—Electro-Galvanized /1p� D N Order By:—Figure number, cable size and mounting hole size. Note:—Order 990H for hanger rod, bolt or fastener holes sized for 7/8"(22.2mm) A thru 11/4"(31 7mm)rods. Cable** 990 Dimensions 990H Dimensions Max.Horizontal Ems' Diameter A B A B Design Load in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kN) 1/8" (3.2) 45/16" (14.3) 2" (50.8) 73/4" (196.8) 31/2" 88-9) 975 14.33) 3/16" (4.8) 5" (127.0) 21/4" (57.1) 81/2" (215.9) 31/2" 8B.9) 2050 (9.12) 1/4" 16.3) 5" (127.0) 25/a" (66.7) 81/2" (215.9) 31/2" 88.9) 3150 (14.011 * Maximum load rating controlled by cable breaking strength. r Part Rod D Approx. Number Sizes Die. W000 in. (nun) 990-3/8 X"* 3/8" 13/32" (10.3) Varies 990H 990-1/2 X** 1/2" 17/32" (13.5) Varies D 990-5/8 X"" 5/81" 11/16" (17.4) Varies 999-3/4 X*�* 3/4" 13/16" (20.6) Varies O 9NH-7/e X'* 7/e1, 15/16" (23.8) Varies 99OH-1X** 1"" 11/8" (28.6) Varies 9NH-11/8 X"* 11/81 , 11/4" (31.7) Varies ® B 99OH-11/4 X"* 11/4" 13/8" (34.9) Varies A '* Insert cable diameter in part number. — G Fig.990 Cable Sway Fig.990 Cable Brace Attachment Sway Brace Note: Attachment See Page 185 For Fig.1 Clevis Hanger& Pre-Stretched Fig.1CBS Clevis Cross Cable Information Bolt Spacer All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers&Supports 190 Eaton Seismic Bracing TOLCO'"" Fig.991 - Fast Attach-Cable SwayBrace Attachment Component of State of 9 California OSHPD Approved Seismic Restraints System Size Range: 1/8",3/16" and 1/4" pre-stretched cable. Fig.991S fits rod sizes 3/8"thru 5/8". Fig.991 L fits rod sizes 3/4"thru 7/8" O Hardware Included � As Shown Material: Steel Function: Cable attachment for sway bracing.Attaches sway brace to hanger rod.To be O used with 7 x 19 strand core pre-stretched galvanized aircraft cable. Features: Cable easily slides into oversized front arch opening. Swivel allows adjustment to various surface angles. Break-away hex nuts assure verification of proper installation p+�� torque. Unique "Fast-Attach" yoke design fits multiple rod sizes;3/8"thru 5/8" or 3/4" thru N 7/8".To verify proper installation to hanger rod,simply install yoke to hanger rod and tighten i 2. 3/e"cone point set screw until head breaks off. "Stackable" design allows installation of 3 both lateral and longitudinal braces,as well as opposing braces,to be easily installed on a �+ single hanger rod, with no disassembly.The retrofit yoke has a visual verification of proper installation torque.Tighten existing hex nut down until the slight gap in the yoke assembly d closes completely. fO Approvals: Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development(OSHPD) For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO f� v Seismic Restraint System Guidelines. Finish: Electro-Ga Ivan ized Order By:-Figure number, rod size range 3/8'thru 5/8"or 3/4"thru 7/8" US Patent Numbers: Pat.#7,097,141,Pat.#7,654,043,Pat.#7,654,043 B2 Part Rod Cable Max.Horizontal Approx. �- B Number Sizes I Diameter A B Design Load" Wt./100 in. (nun) In. (mm) in. (mm) lbs. NN) lbs. (kg) t 991-S-1/8 3/6„ 1/8" (3.2) 45/16"(14.3) 2" (50.8) 975 (4.33) 128.3 (58.2) 991-S-3/16 thru 3/16" (4.8) 5" (127.0) 21/4" (57.1) 2050 (9.12) 182.1 (82.6) O 991-S-1/4 5/8 1/4" 16.3) 5" 027.0) 25/8" (66.71 3150 (14.01) 221.1 (100.3) A Part Rod Cable Max.Horizontal Approx. Number sins Diameter A B Design oa in. (mm► in. (min) in. Win) lbs. NN) lbs. (kg) ®W-W 991-L-1/6 3/4„ 1/8" (3.2) 45/ic"(14.3) 2" (50.8) 975 (4.33) 122.3 (55.5) 991-L-3/16 I & 3/16" (4.8) 5" (127.0) 21/4" (57.1) 2050 (9.12) 176.1 (79.9) 991A-1/4 , 7/1" 1/4" (6.3) 5" (127.0) 25/8" (66.7) 3150 (14.01) 215.1 (97.5) Maximum load rating controlled by cable breaking strength. r Note: See Page 185 For - Pre-Stretched � o �t1 Cable Information 0 0 All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 191 B-Line series Pipe Hangers&Supports •1 Seismic Bracing TOLCO' Fig. 1000- "Fast Clamp" Sway Brace Attachment Component of State of California OSHPD Approved Size Range: Pipe size to be braced: 1"(25mm)thru 6"(150mm)Schedule 10 Seismic Restraints System thru 40 IPS. Pipe size used for bracing: 1"(25mm)and 11/4"(32mm)Schedule 40 IPS. l; �` uM" Material: Steel LIS1E0 Function: A restraint device intended for lateral bracing. Features: Field adjustable, making critical pre-engineering of bracing pipe unnecessary. Hardware Unique design requires no threading of bracing pipe. Can be used as a component of a Included 4-way riser brace. Can be used as longitudinal brace with Fig. 907. Steel leaf spring insert provided to assure installer and inspector necessary minimum torque has been achieved. Installation: Fig. 1000 is the"braced pipe"attachment component of a lateral sway ff r� brace assembly. It is intended to be combined with the'bracing pipe'and TOLCO structural attachment component, Fig. 980, 910 or 909 to form a complete bracing c assembly. Follow NFPA 13 and/or OSHPD guidelines. To Install: Place the Fig. 1000 over the pipe to be braced, insert bracing pipe through 0° opening leaving a minimum of 1"extension. Brace pipe can be installed on top or bottom lJ,f of pipe to be braced.Tighten hex nuts until leaf spring is flat. It is recommended that the 1 brace angle be adjusted before hex nuts are fully tightened. rn Approvals: Underwriters Laboratories Listed in the USA(UL)and Canada(cUL).Approved UL Listed Design Load for use with Allied Dyna Flow sprinkler pipe up to 2"as a restraint device. Maximum 1"(25mm)thru 2"(50mm)pipe size-655 horizontal design load is 655 lbs. (2.91 kN)Torque requirement is 6-8 ft./lbs. (8-10Nm) lbs.(2.911M) Approved by Factory Mutual Engineering(FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and DevelopmentV`_­.'.,. LateraI (OSHPD). For additional load, spacing and placement information relating to OSHPDprojects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Application Note: Position Fast Clamp and tighten two hex nuts until leaf spring flattens. A minimum of 1"pipe extension beyond the Fig. 1000 is recommended.Finish: Plain. Contact customer service for alternative finishes and materials. Order By: Order first by pipe size to be braced, followed by pipe size used for bracing,figure number and finish. 1 Pipe Part Number&Approx.WtJ100 Max.Horizontal Design Load(FM)1.2 Size 1"(24mm)Brace Pipe 11/4"(32mm)Brace Pipe 30°440 45°-59° 60°-74" 75"-90" in. (mm) Lbs. (kg) I Lbs. (kg) Lbs. (M) Lbs. (kN) Lbs. (M) Lbs. (M) 1" (25) 1000-1 X 1 71.6 (32,5) 1000-1 X 11/4 75.8 134.4► 200 (0,89) 280 11.24) 340 (1.51) 380 (1.69) 11/4" (32) 1000-11/4 X 1 74.8 (33.9) 1000-11/4 X 11/4 79.1 (35.9) 200 10,89► 280 (1.24) 340 (1.51) 380 (1.69) 11/2" (40) 1000-11/2 X 1 77.8 (35.3) 1000-11/2 X 11/4 82.1 (37.2) 200 (0.89) 280 (1.24) 340 (1.51) 380 (1.69) 2" (5o) 1000-2X1 84.1 (38.1) 1000-2X11/4 88.4 (40.1) 200 (0.89) 280 (1.24) 340 11.51) 380 (1.69) 21/2" (65) 1000-21/2 X 1 90.2 (40.9) 1000-21/2 X 11/4 94.6 142.9► 200 (0.89) 280 (1.24) 340 (1.51) 380 (1.6$ 3" (80) 1000-3 X 1 97.3 (44.1) 1000-3 X 11/4 101.7 (46.1) I 230 (1.02) 320 11.42) 400 (1.78) 450 (2.00) 31/2" (90) 1090-31/2 X 1 104.0 (47.2) 1000-31/2 X 11/4 108.4 (49.2) ' 230 (1.02) 320 (1.42) 400 (1.78) 450 (2.00► 4" (100) 1000-4 X 1 110.3 (50.0) 1000-4 X 11/4 114.6 (52.0) 230 11.02) 320 (1.42) 400 (1.78) 450 (2.00) 5" (125) 1000-5 X 1 123.1 (55.8) 1000-5 X 11/4 127.4 (57.8) -- 6" (150) 1000-6 X 1 136.5 (61.9) 1000-6 X 11/4 140.8 (63.8) •- - •• - -• - 1 FM Approved when used with 1,11/4,11/2,or 2 inch NPS Schedule 40 GB/T 3091,EN 10255H,or JIS G3451 steal pipe as the brace member. 2 Load rating for LW above refers to FM Approved Lightwall Pipe commonly referred to as"Schedule 7".These ratings may also be applied when EN 10220 and GB/T 8163 steel pipe. 3 Load rating for Schedule 10 above may be applied to GB/T 3092,EN 10255M and H,or JIS G3454,FM Approved Thinwall,or Schedule 40 steel pipes. Note:See UL load ratings in UL Listed Design Load chart shown under drawing. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that,in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are 1 combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers&Supports 792 Eaton Seismic Bracing TOLCO'' Fig. - Swa Brace Attachment Component of Stateof 9 y Callfornla OSHPD Approved Seismic Restraints System Size Range: Pipe size to be braced: 1"(25mm)thru 8"(200mm) IPS. * Pipe size used for bracing: 1"(25mm)and 11/4"(32mm)Schedule 40 IPS. Material: Steel C �� US faa LIB Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13,forming a complete sway brace assembly. Features: Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a four-way yr riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. qSets Installation Note: Position Fig. 1001 over the pipe to be braced and tighten O0 two hex head cone point set screws until heads bottom out.A minimum of V(25mm)pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Pipe Max.Horizontal Design Load(UL)-Lbs. Size For Brace Pipe Size 1"/11/4" Approvals: Underwriters Laboratories Listed in the USA and Canada(cULus). Sch.7 Sch.10 Sch.40 Approved by Factory Mutual Engineering(FM). Included in our Seismic Restraints in. (nun) 1"/11/4" 1"/11/4" 1"/11/4" Catalog approved by the State of California Office of Statewide Health Planning 1" (25) / 1000/1000 1000/1000 and Development(OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic 11/4" (32) 1000/1000 1000/1000 1000/1000 Restraint Systems Guidelines, OPA-0300-10. 11/2" 140) 1000/1000 1500/1500 1500/1500 Finish: Plain or Electro-Galvanized. Contact customer service for alternative 2" (50) 1000/1000 2015/2015 2015/2015 finishes and materials. 21/2" (65) 1600/1600 2015/2765 2015/2765 Order By: Indicate pipe size to be braced followed by pipe size used for bracing, 3" (80) 1600/1600 2015/2765 2015/2765 figure number and finish. Important Note: Fig. 1001 is precision manufactured to perform its function as 4" (100► 1600/1600 2015/2765 2015/2765 a critical component of a complete bracing assembly.To ensure performance,the 6" (150) 1600/1600 2015/2765 2015/2765 UL Listing requires that Fig. 1001 must be used only with other TOLCO bracing 8" (200) 1600/1600 2015/2765 2015/2765 products. Part Number&Approx.Wt./100 Max.Horizontal Design Load(FM) Pine I For Sch.7.Sch.10.&Sch.40 Pipe 1,z 3 Size 1"124mm)Brace Pipe 11/4"(32mm)Brace Pipe 30°44' 45°-59° 50°-74° °-900 in. Win) Lbs. (kg) Lbs. (kg) ' Lbs. (kN) Lbs. NN) Lbs. (kN) Lbs. NN) 1" (25) 1001-1 X 1 100.0 (45.3) 1001-1 X 11/4 118.0 153.51 1800 (8.00) 2550 (11.34) 3120 (13.88) 3490 (25.52) 11/4" (32) 1001-11/4 X 1 100.0 (45.3) 1001-11/4 X 11/4 114.0 (51,7) 1230 15.47) 1740 (7.741 2140 (9.52) 2380 (10.58) 11/2" (40) 1001-11/2 X 1 100.0 (45.3) 1001-11/2 X 11/4 115.0 (52.1) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.% 2" (50) 1001-2 X 1 108.0 (49.0) 1001-2 X 11/4 121.0 (54.9) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) 21/2" (65) 1001-21/2 X 1 138.6 (62.8) 1001-21/2 X 11/4 160.4 (72.7) 800 13.561 1130 (5.02) 1380 (6.14) 1540 (6.85) 3" (8o) 1001-3 X 1 147.2 (66.7) 1001-3 X 11/4 168.7 (76,5) 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 (7.29) 4" (100) 1001-4 X 1 160.9 (73.0) 1001-4 X 11/4 182.4 (82.7) 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 (7.29) 6" (150) 1001-6 X 1 190.0 (86.2) 1001-6 X 11/4 211.4 (95.9) 510 (2.27) 730 (3.25) 890 13.96) 990 (4.40) 8" (200) 1001-8 X 1 217.4 (98.6) 1001-8 X 11/4 238.8 (108.3) 510 (2.27) 730 (3,25) 890 (3.96) 990 (4.40) 1 FM Approved when used with 1 or 11/4 inch NPS Schedule 40 GB/T 3091,EN 10255H,or JIS G3451 steel pipe as the brace member. 2 Load rating for LW above refers to FM Approved Lightwall Pipe commonly referred to as"Schedule 7".These ratings may also be applied when EN 10220 and GB/T 8163 steel pipe. 3 Load rating for Schedule 10 above may be applied to GB/T 3092,EN 10255M and H,or JIS G3454, FM Approved Thinwall, or Schedule 40 steel pipes. Note:See UL load ratings in UL Listed Design Load chart shown under drawing. VX All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 193 B-Line series Pipe Hangers&Supports Seismic Bracing TOLCO' Fig.2002- Sway Brace Attachment Component of State of California OSHPD Approved Seismic Restraints System Size Range: Pipe size to be braced: 21&'(65mm)thru 8"(200mm)all steel schedules, copper, plastic, FRP, cast iron and ductile iron. Consult factory when bracing other than steel.The Fig. 2002 accepts brace pipes sizes 1112"(40mm)and 2"(5omm)steel schedule 10 C �L Us through schedule 40. Limo Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 2002 is used in conjunction with a TOLCO 900 Series sway brace attachments and joined together with bracing pipe. Install per NFPA 13 and/or TOLCO State of California OSHPD Approved Seismic Restrain Manual. Features: Unique design will not damage thin wall, plastic, do Hardware copper or ductile iron pipe. Easy verification of proper installation Included 0o by tightening bolts until ears touch. E Installation: Place Fig.2002 over pipe to be braced. Slide bracing pipe through attachment and tighten hex nuts until ears UL Listed Design Load touch. 2015 lbs.(8.96kN) Approvals: Underwriters Laboratories Listed in the USA(UL)and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development(OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish: Plain. Contact customer service for alternative finishes and materials. Shown with Order By: Figure number, pipe size to be braced, pipe size Fig.980 used for bracing (1112"(40mm)or 2"(5omm))and finish. Important Note: Fig. 2002 is precision manufactured to perform its function as a critical component of a complete fo,. bracing assembly.To ensure performance, the UL Listing requires that the Fig. 2002 must be used only with other TOLCO bracing products. ,0 1"(25.4mm) Min. Pipe Part Number&Approx.Wt./100 Max.Horizontal Size 11/2"132mm)Brace Pipe 2"(5omm)Brace Pipe Design Load(UL) ✓- in. (mm) Lbs. (kgl I Lbs. (kg) Lbs. (kg) 4 21/2" (65) 2002-21/2 X 11/2 224.9 (102.0) 2002-21/2 X 2 283.3 (128.6) 2015 (8.96) ; 3" 180) 2002-3 X 11/2 241.0 (109.3) 2002-3 X 2 299.4 (135.8) 2015 (8.96) t'"1 4" (100) 2002-4 X 11/2 268.4 (121.7) 2002-4 X 2 326.8 (148.2) 2015 18.96► I �„ 6" (150) 2002-6 X 11/2 326.6 (148.1) 2002-6 X 2 385.0 (174.6) 2015 18.96) 8" 1200) 2002-8 X 11/2 381.3 (172.9) 2002-8 X 2 439.7 (199.4) 2015 18.96) **See load ratings in UL Listed Design Load chart. O O ........ f....... • sa .... ........................... _ 0 0 All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers&Supports 194 Eaton LM 0 1 IMES Evaluation Report ESR-3785 Reissued July 2019 Revised January 2020 This report is subject to renewal July 2020. www.icc-es.org 1 (800)423-6587 1 (562)699-0543 A Subsidiary of the International Code Council® DIVISION:04 00 00—MASONRY Type 316 stainless steel. The hex nut for the carbon steel Section:04 0519.16—Masonry Anchors KB-TZ conforms to ASTM A563-04, Grade A, and the hex nut for the stainless steel KB-TZ conforms to ASTM F594. REPORT HOLDER: The anchor body is comprised of a high-strength rod HILTI,INC. threaded at one end and a tapered mandrel at the other end. The tapered mandrel is enclosed by a three-section EVALUATION SUBJECT: expansion element that freely moves around the mandrel. The expansion element movement is restrained by the KWIK BOLT TZ MASONRY ANCHORS mandrel taper at the bottom and by a collar at the top of the mandrel. The anchor is installed in a predrilled hole 1.0 EVALUATION SCOPE with a hammer. When torque is applied to the nut of the installed anchor, the mandrel is drawn into the expansion Compliance with the following codes: element, which is in turn expanded against the wall of the ■ 2018, 2015, 2012 and 2009 International Building drilled hole. Code®(IBC) 3.2 Fully Grouted CMU Masonry: ■ 2018, 2015, 2012 and 2009 International Residential Fully grouted CMU masonry must comply with Chapter 21 Code®(IRC) of the IBC. The compressive strength of masonry must be ■ 2013 Abu Dhabi International Building Code(ADIBC)l at least 1,500 psi (10.3 MPa) at the time of anchor installation. The concrete masonry must be fully grouted For evaluation for compliance with codes adopted by Los and constructed from the following materials: Angeles Department of Building and Safety (LADBS), see ESR-3785 LABC and LARC Sugnlement. 3.2.1 Concrete Masonry Units (CMOs): Fully grouted concrete masonry walls must be constructed from Me ADIBC is based IBC.2009 IBC code sections referenced minimum Type I, Grade N, lightweight, medium-weight or In this report are the same se sectiontion s in the ADIBC. normal-weight concrete masonry units (CMUs)conforming Structural of the CMU is 8 inches (203 mm) wide by 8 inches 2.0 USES (203 mm)high by 16 inches(406 mm)long. The Kwik Bolt TZ (KB-TZ) Masonry Anchor is used to 3.2.2 Grout: The masonry units must be fully grouted resist static, wind, and seismic tension and shear loads in with grout complying with Section 2103.3 of the 2018 and uncracked, fully grouted concrete masonry unit (CMU) 2015 IBC, Section 2103.13 of the 2012 IBC, or Section construction. The anchor system is an alternative to cast- 2103.12 of the 2009 IBC, Section R606.2.12 of the 2018 in-place anchors described in Section 8.1.3 (2016 and IRC, Section R606.2.11 of the 2015 IRC, or Section 2013 edition) or Section 2.1.4 (2011 or 2008 editions) of R609.1.1 of the 2012, 2009 IRC, as applicable. TMS 402/ ACI 530/ ASCE 5 as referenced in Section Alternatively,the grout must have a minimum compressive 2107.1 of the IBC. The anchor systems may also be used strength, when tested in accordance with ASTM C1019, where an engineered design is submitted in accordance equal to its specified strength, but not less than 2,000 psi with Section R301.1.3 of the IRC. (13.8 MPa). 3.0 DESCRIPTION 3.2.3 Mortar:Mortar must be Type N,S or M, prepared in accordance with Section 2103.2.1 of the 2018 and 2015 3.1 Kwik Bolt TZ: IBC,Section 2103.9 of the 2012 IBC,Section 2103.8 of the KB-TZ anchors are torque-controlled, mechanical 2009 IBC, Section R606.2.8 of the 2018 IRC, Section expansion anchors. KB-TZ anchors consist of a stud R606.2.7 of the 2015 IRC, or Section R607.1 of the 2012 (anchor body), wedge (expansion elements), nut, and and 2009 IRC,as applicable. washer. The anchor (carbon steel version) is illustrated in 4.0 DESIGN AND INSTALLATION Figure 1. The stud is manufactured from carbon steel or 4.1 Design: AISI Type 304 or Type 316 stainless steel materials. Carbon steel KB-TZ anchors have a 5 pm (0.0002 inch) Minimum embedment depth, edge distance, and spacing zinc plating. The expansion elements for the carbon steel requirements are provided in Tables 1A, 1B, 3, and 4 of and stainless steel KB-TZ anchors are fabricated from AISI this report. Allowable stress design tension and shear /CC-ES Evaluation Reports are not to be construed as representing aesthetics or an),other attributes not specifically addressed,nor are they to be construed qM as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as , ' to any finding or other matter in this report•or as to any product covered by the report. sr.ra Copyright®2020 ICC Evaluation Service,I.I.C. All rights reserved. Page f of 8 ESR-3785 I Most Widely Acceptec. d Trusted Page 2 of 8 loads are provided in Tables 3 and 4. Allowable loads for 5.6 When using the basic load combinations in Kwik Bolt TZ anchors subjected to combined shear and accordance with IBC Section 1605.3.1, allowable tension forces are determined by the following equation: loads are not permitted to be increased for wind or (pdpt)5t3+(Vs/Vt)5t3 5 1 seismic loading. When using the alternative basic load combinations in 2009 IBC Section 1605.3.2 that where: include wind or seismic loads, the allowable shear PS = Applied service tension load. and tension loads for anchors are permitted to be Pt = Allowable service tension load. increased by 331/3 percent. Alternatively, the basic load combinations may be multiplied by a factor of Vs = Applied service shear load. 0.75 when using IBC Section 1605.3.2. For the 2018, Vi = Allowable service shear load. 2015 and 2012 IBC, the allowable loads or load combinations may not be adjusted. See Table 5 of 4.2 Installation: this report. Kwik Bolt TZ must be installed in holes drilled into the base 5.7 Where not otherwise prohibited in the applicable material using carbide-tipped masonry drill bits complying code, anchors are permitted for use with fire- with ANSI B212.15-1994. The nominal drill bit diameter resistance-rated construction provided that at least must be equal to that of the anchor. The minimum drilled one of the following conditions is fulfilled: hole depth is given in Tables 1A and 1B. Prior to installation, dust and debris must be removed from the • Anchors are used to resist wind or seismic forces drilled hole to enable installation to the stated embedment only. depth. The anchor must be hammered into the predrilled . Anchors that support fire-resistance-rated hole until hnom is achieved. The nut must be tightened construction or gravity load—bearing structural against the washer until the torque values specified in elements are within a fire-resistance-rated Tables 1A and 1B are attained. See the manufacturers envelope or a fire-resistance-rated membrane, printed installation instructions (MPII) depicted in Figure 5 are protected by approved fire-resistance-rated of this report. materials, or have been evaluated for resistance to 4.3 Special Inspection: fire exposure in accordance with recognized Special inspection under the IBC and IRC must be standards. provided in accordance with Sections 1704 and 1705 of • Anchors are used to support nonstructural the IBC. Under the IBC, additional requirements as set elements. forth in Sections 1705 and 1706 must be observed,where 5.8 Use of carbon steel Kwik Bolt TZ anchors must be applicable.The code official must receive a report,from an limited to dry,interior locations. approved special inspector, that includes the following details: 5.9 Use of stainless steel Kwik Bolt TZ anchors as specified in this report are permitted for exterior 1. Anchor description, including the anchor product exposure and damp environments. name, nominal anchor and bolt diameters,and anchor length. 5.10 Special inspection must be provided in accordance 2. Hole description, including verification of drill bit with Section 4.3 of this report. compliance with ANSI B212.15-1994. 5.11 Anchors are manufactured by Hilti, Inc., under a quality control program with inspections conducted by 3. Installation description, including verification of ICC-ES. masonry compressive strength and verification of 6.0 EVIDENCE SUBMITTED anchor installation and location (spacing and edge distance) in accordance with Hilti's published Data in accordance with the ICC-ES Acceptance Criteria installation instructions and this report. for Expansion Anchors in Masonry Elements (AC01), 5.0 CONDITIONS OF USE approved March 2018, including seismic tests, reduced The Kwik Bolt TZ Masonry Anchors described in this report spacing tests and reduced edge distance tests. 7 0 IDENTIFICATION are suitable alternatives to what is specified in the codes listed in Section 1.0 of this report, subject to the following 7.1 The anchors are identified by packaging labeled with conditions: the manufacturer's name (Hilti, Inc.) and contact 5.1 Anchor sizes, dimensions, and installation must information, anchor name, anchor size, and comply with this report and Hilti's printed installation evaluation report number (ESR-3785). The anchors instructions (MPII). In case of conflict, this report have the letters KB-TZ embossed on the on the governs. anchor stud and four notches embossed into the anchor head. The letters are visible after installation 5.2 Allowable tension and shear loads must be as noted for verification as depicted in Figure 3 of this report. in Tables 3 and 4 of this report. The letter system indicating length embossed on the 5.3 Calculations and details demonstrating compliance head of the anchor is described in Table 2. with this report must be submitted to the code official 7.2 The report holder's contact information is the for approval. following: 5.4 The use of anchors must be limited to installation in HILTI,INC. uncracked fully grouted CMU masonry. Cracking 7250 DALLAS PARKWAY,SUITE 1000 occurs when ft > fr due to service loads or PLANO,TEXAS 75024 deformations. (800)879-8000 5.5 Design of Kwik Bolt TZ Masonry Anchors installed in www.us.hilti.com fully grouted CMU masonry to resist dead, live, wind lilltiTechEnq at7us.hilti.com and seismic load applications must be in accordance with Section 4.1. ESR-3785 I Most Widely Accnp, and Trusted Page 3 of 8 TABLE 1A—SETTING INFORMATION(CARBON STEEL ANCHORS) Design Symbol Units Nominal anchor diameter(In.) Information 3/e 112 % 3l4 in. 0.375 0.5 0.625 0.75 Anchor O.D. de (mm) (9.5) (12.7) (15.9) (19.1) Nominal bit dnx in. 3/6 /2 % 3/4 diameter Effective min. in, 2 2 31/4 31/a 4 314 43/4 embedment hey (mm) (51) (51) (83) (79) (102) (95) (121) Nominal In. 26/16 23/e 31/a 3e/16 47/16 41/16 5%6 embedment h 4, (mm) (59) (60) (91) (91) (113) (110) (136) in. 2% 26/6 4 37/e 43/4 41/2 51/4 Min.hole depth h4 (mm) (67) (67) (102) (98) (121) (114) (146) Min.thickness of in. 0 3/4 1/4 3/8 3A 0 7/6 fastened part' W, (mm) (0) (19) (6) (9) (19) (0) (23) Installation ft-lb 15 25 35 70 torque Tm, (Nm) (20) (34) (47) (95) Min.die.of hole In. 7/16 6/16 11/16 13/16 in fastened part do (mm) (11.1) (14.3) (17.5) (20.6) Standard anchor in. 3 33/4 5 33/4 41/2 51/2 7 43/4 6 8'/2 10 51/2 7 8 10 lengths 1—h (mm) (76) (95) (127) (95) (114) (140) (178) (121) (152) (216) (254) (140) (178) (203) (254) Threaded length in. 11/2 21/4 31/2 1% 23/e 33/8 47/8 11/2 23/4 51/4 63/4 2112 4 5 7 (incl.dog point) t°iae° (mm) (38) (57) (89) (41) (60) (86) (124) (38) (70) (133) (171) (63) (103) (128) (179) Unthreaded f°"m In. 1112 21/e 31/4 3 length (mm) (39) (54) (83) (77) 1The minimum thickness of the fastened part is based on use of the anchor at minimum embedment and is controlled by the length of thread. If a thinner fastening thickness is required,increase the anchor embedment to suit. TABLE 1B—SETTING INFORMATION(STAINLESS STEEL ANCHORS) Design Nominal anchor diameter(In.) Information Symbol Units 3/6 '/p sib 3l4 in. 0.375 0.5 0.625 0.75 Anchor O.D. d° (mm) (9.5) (12.7) (15.9) (19.1) Nominal bit dnx n- 3/e 1/2 e/e 3/4 diameter Effective min. in- 2 2 31/4 31/a 4 33/4 43/4 embedment h°7 (mm) (51) (51) (83) (79) (102) (95) (121) Nominal in. 26/16 23/e 3% 36/16 47/16 46/16 51/16 embedment h"°" (mm) (59) (60) (91) (91) (113) (110) (136) Min.hole in. 2% 26/e 4 33/4 43/4 41/2 53/4 depth h° (mm) (67) (67) (102) (95) (121) (114) (146) Min.thickness in. Y, 3/4 1/4 3/e 3/4 '/e 1% of fastened 6,, part' (mm) (6) (19) (6) (9) (19) (3) (28) Installation ft-lb 15 25 35 70 torque T6t (Nm) (20) (34) (47) (95) Min.die.of in. 7/16 9/16 71/16 13/16 hole in do (11 1) (14.3) (17.5) (20.6) fastened part (mm) Standard in. 3 33/4 5 33/4 41/2 51/2 7 43/4 6 8'/2 10 5112 8 10 anchor lengths 6'"`" (mm) (76) (95) (127) (85) (114) (140) (178) (121) (152) (216) (254) (140) (203) (254) Threaded in. 1/e 16/e 27/e 1% 23/e 33/e 47/e 1112 23/4 51/4 61/4 11/2 4 6 length n tlhe4a dog point) (mm) (22) (41) (73) (41) (60) (86) (124) (38) (70) (133) (171) (38) (102) (152) t) Unthreaded in. 21/e 2'/8 31/4 4 length 6inex (mm) (54) (54) (83) (102) 'The minimum thickness of the fastened part is based on use of the anchor at minimum embedment and Is controlled by the length of thread. If a thinner fastening thickness is required,increase the anchor embedment to suit. ESR-3785 I Most Widely Accepter d Trusted Page 4 of 8 UNC thread mandrel 1 dog point expansion setting assist element collar washer hex nut bolt FIGURE 1—HILTI CARBON STEEL KWIK BOLT TZ(KB-TZ) `thread na dh t `anch funthr de he1 hnom ho FIGURE 2—HILTI KB-TZ INSTALLED TABLE 2—LENGTH IDENTIFICATION SYSTEM(CARBON STEEL AND STAINLESS STEEL ANCHORS) STAMP ON ANCHOR A B C D E F G H I J K L M N O P Q R S T U V W Length of From 11/z 2 21/z 3 31/z 4 41/z 5 51/z 6 61/2 7 71/2 8 81/2 9 91/2 10 11 12 13 14 15 Anchor Up to but not , , , , , , , , (inches) including 2 2/z 3 3/z 4 4/z 5 5/z 6 6/z 7 7/z 8 8/z 9 9/z 10 11 12 13 14 15 16 For SI:1 inch=25.4 mm. t j FIGURE 3—ANCHOR HEAD WITH LENGTH IDENTIFICATION CODE AND KB-TZ HEAD NOTCH EMBOSSMENT ESR-3785 I Most Widely Arcap, and Trusted Page 5 of 8 TABLE 3-ALLOWABLE TENSILE LOADS FOR CARBON STEEL AND STAINLESS STEEL KB-TZ ANCHORS IN THE FACE OF GROUT-FILLED CONCRETE MASONRY WALLS 1,3AS.6 _Spacing Ediie Distance Allowable Critical Minimum Tensile Minimum Edge Edge Nominal Critical spacing, Distance, Distance, Nominal an hor embedment at SW and Spacing,Su Sm�"' Multiplier C" C.I. Load Multiplier at diameter 1 In. mm C In mm In mm at S " In mm In mm C 3/8 25/16 (59) 515 (2.3) 91/4 (235) 3 (76) 0.49 0.70 23/e (60) 565 (2.5) 91/2 (241) 0.49 0.85 �/s 35/a (92) 735 (3.3) 141/2 (368) 4 (102) 0.59 1.00 5/6 39/1a (90) 790 (3.5) 141/4 (362) 5 (127) 0.66 12 (305) 4 (102) 0.89 47/16 (113) 870 (3.9) 173/4 (451) 0.60 1.00 45/16 (110) 1060 (4.7) 171/4 (438) 0.45 0.80 3/4 59/16 (141) 1165 (5.2) 221/4 (565) 6 (152) 0.41 0.85 TABLE 4-ALLOWABLE SHEAR LOADS FOR CARBON STEEL AND STAINLESS STEEL KB-TZ ANCHORS IN THE FACE OF GROUT-FILLED CONCRETE MASONRY WALLS',3,4,5.6 Spaci_g Ed a Distance Allowable Critical Minimum Shear Minimum Edge Edge Perpendicular Parallel Nominal Capacity Critical spacing, Distance, Distance, Load Load Nominal embedment at Su and CW Spacing,Sa Smm2 Load Ca Cm. Direction Direction anchor Multiplier Multiplier at Multiplier diameter In, mm lb kN in mm In mml at S,. in mm in mm C.h, at C 1 3/a 2 N% (59) 625 (2.8) 9-1/4 (235) 3 (76) 0.81 1.00 2-3/a (60) 940 (4.2) 9-'/z (241) 0.45 0.85 bs 35/8 (92) 1055 (4.7) 1411, (368) 4 (102) 0.41 0.88 * 39/16 (90) 1615 (7.2) 141/4 (362) 5 (127) 0.46 12 (305) 4 (102) 0.40 0.87 4,/16 (113) 1860 (8.3) 173/4 (451) 0.38 0.90 45/16 (110) 1615 (7.2) 171/4 (438) 0.40 0.87 3/4 59/16 (141) 1860 (8.3) 221/4 (565) 6 (152) 0.38 0.90 Footnotes for Table 3 and Table 4: 'Values valid for anchors installed in face shells of Type 1,Grade N,lightweight,medium-weight,or normal-weight concrete masonry units conforming to ASTM C90.The masonry units must be fully grouted with coarse grout conforming to 2018 and 2015 IBC Section 2103.3,2012 IBC Section 2103.13,or 2009 IBC Section 2103.12.Mortar must comply with 2018 and 2015 IBC Section 2103.2.1,2012 IBC Section 2103.9, or 2009 IBC Section 2103.8.Masonry compressive strength must be at least 1,500 psi at the time of anchor installation. 2Loads tabulated are applicable to anchors spaced a critical distance of 16 times the anchor diameter.The anchors maybe placed at a minimum spacing,sr,",provided that reductions are applied to the tabulated values. 3Anchors must be installed a minimum of 13/a inches from any vertical mortar joint in accordance with Figure 4. AAloowable loads or applied loads may be modified in accordance with Section 5.6 of this report for the 2009 IBC,due to short-term wind or seismic loads. 5mmbedment depth must be measured from the outside face of the concrete masonry unit. 6For intermediate edge distances,allowable loads may be determined by linearly interpolating between the allowable loads at the two tabulated edge distances. TABLE 5-MODIFICATION FACTORS FOR ALTERNATIVE LOAD COMBINATIONS UNDER THE 20091BC1-2,3 Modification factor for Modification factor for alternate basic load combinations allowable loads for short-term loading conditions Tension Shear Tension Shear 0.75 0.75 1.33 1.33 'When using the basic load combinations in accordance with IBC Section 1605.3.1,allowable loads must not be increased for wind or seismic loading. 2 When using the alternative basic load combinations in the 2009 IBC Section 1605.3.2 that include wind or seismic loads,the allowable loads for anchors may be increased by the tabulated factors found in the right half of the table.Alternatively,the basic load combinations may be reduced by multiplying them by the factors found on the left half of the table.For example,the alternate basic loads for wind or seismic loading may be multiplied by 0.75 or divided by 1.33,as applicable.For the 2018,2015 and 2012 IBC,the allowable loads or load combinations must not be adjusted. 3 The above modification factors are applicable under the 2009 IBC only for Tables 3 and 4 of this report for seismic and wind loads. ESR-3785 I Most Widely Acceptec d Trusted Page 6 of 8 4"minimum edge distance 12"critical edge distance No installation within 1-3/8"of head joint lo 4"minimum edge distance o 12"critical edge distance Installations in this area for full allowable load capacity Mortar Joint Concrete Masonry Unit Installation in this area for reduced (Grouted) allowable load capacity Anchor Installation is restricted to shaded areas FIGURE 4—ACCEPTABLE INSTALATION LOCATIONS(SHADED AREAS)FOR KB-TZ ANCHORS IN GROUT-FILLED CONCRETE MASONRY CONSTRUCTION 90, ho WS J l i A i --� � t luny T �f TE•C (� FIGURE 5—INSTALLATION INSTRUCTIONS L ICC-ES Evaluation Report ESR-3785 LABC and LARC Supplement Reissued July 2019 Revised January 2020 This report is subject to renewal July 2020. www.icc-es.orq 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION:04 00 00—MASONRY Section:04 0519.16—Masonry Anchors REPORT HOLDER: HILTI,INC. EVALUATION SUBJECT: KMK BOLT TZ MASONRY ANCHORS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Kwik Bolt TZ(KB-TZ)Masonry Anchors, described in ICC-ES evaluation report ESR-3785, have also been evaluated for compliance with the codes noted below as adopted by the Los Angeles Department of Building and Safety(LADBS). Applicable code editions: ■ 2020 City of Los Angeles Building Code(LABC) ■ 2020 City of Los Angeles Residential Code(LARC) 2.0 CONCLUSIONS The Kwik Bolt TZ (KB-TZ) Masonry Anchors, described in Sections 2.0 through 7.0 of the evaluation report ESR-3785,comply with LABC Chapter 21, and LARC,and are subject to the conditions of use described in this supplement. The Kwik Bolt TZ (KB-TZ) Masonry Anchors described in this evaluation report supplement must comply with all of the following conditions: • All applicable sections in the evaluation report ESR-3785. • The design, installation, conditions of use and labeling of the Kwik Bolt TZ(KB-TZ) Masonry Anchors are in accordance with the 2018 International Building Code®(2018 IBC)provisions noted in the evaluation report ESR-3785. • The design, installation and inspection are in accordance with additional requirements of LABC Chapters 16 and 17, as applicable. • Under the LARC,an engineered design in accordance with LARC Section R301.1.3 must be submitted. • The allowable design values listed in the evaluation report and tables are for the connection of the anchors to fully grouted masonry. The connection between the anchors and the connected members shall be checked for capacity (which may govern). • For use in wall anchorage assemblies to flexible diaphragm applications, anchors shall be designed per the requirements of City of Los Angeles Information Bulletin P/BC 2020-071. This supplement expires concurrently with the evaluation report, reissued July 2019 and revised January 2020. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter In this report,or as to any product covered by the report Copyright 0 2020 ICC Evaluation service,LLC. All rights reserved. Page 7 of 8 LS ICC-ES Evaluation Report ESR-3785 FBC Supplement Reissued July 2019 Revised January 2020 This report is subject to renewal July 2020. www.icc-es.org 1 (800)423-6587 1 (562)699-0543 A Subsidiary of the Intemational Code Council® DIVISION:04 00 00—MASONRY Section:04 0519.16—Masonry Anchors REPORT HOLDER: HILTI,INC. EVALUATION SUBJECT: KWIK BOLT TZ MASONRY ANCHORS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Kwik Bolt TZ(KB-TZ)Masonry Anchors, recognized in ICC-ES evaluation report ESR-3785,have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2017 Florida Building Code—Building ■ 2017 Florida Building Code—Residential 2.0 CONCLUSIONS The Kwik Bolt TZ (KB-TZ) Masonry Anchors, described in Sections 2.0 through 7.0 of the evaluation report ESR-3785,comply with the Florida Building Code—Building and the Florida Building Code—Residential,provided the design and installation are in accordance with the 2015 International Building Code®provisions noted in the evaluation report. Use of the Kwik Bolt TZ (KB-TZ) stainless steel anchors for use in exterior exposure and damp environments has also been found to be in compliance with the High-Velocity Hurricane Zone provisions of the Florida Building Code—Building and the Florida Building Code—Residential. Use of the Kwik Bolt TZ (KB-TZ) carbon steel anchors for use in dry, interior locations has also been found to be in compliance with the High-Velocity Hurricane Zone provisions of the Florida Building Code—Building and the Florida Building Code—Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official, when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the evaluation report,reissued July 2019 and revised January 2020 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation far its use.There is no warranty by ICC Evaluation Service,LLC,express a•implied, to any finding or other matter in this report,or as to any product covered by the report. Copyright 0 2020 ICC Evaluation Service,LLC. All rights reserved. Page 8 of 8 . 000000 . go 0000 . COSCO •• � Fire Protection VA L VES SPECIFICATIONS AND INSTALLATION INSTRUCTIONS ButterballO BB-SC SERIES AND "LEAD FREE" UPBBTSC SERIES <: F M -- -: -- -•� .�. APPROVED C PL US --- , LISTED - ''� ,tom. � •. FIRE SPRINICLEI-0 S YSTEM SLO-CLOSE, INDICATING BUTTERFLY VALVES RATED FOR INDOOR & OUTDOOR AND << � t POTABLE WATER SYSTEMS ■ llrXJ'1,11�116rlN EVERY VALVE ' MILWAUKEE VALVE REV. 10/18 SPECIFICATIONS FOR SLO - CLOSE ALL BUTTERBALL SLO-CLOSE PATENTED INSTALLATION (BB-SC) SLO-CLOSE BUTTERBALL VALVES... A. The BBSC can be installed in any orientation in a piping system using standard National Pipe Threads. s provide slow opening and closing properties in a quarter- Wrench should be used to hex on the end of valve turn valve.The purpose is to eliminate hydraulic shock and water hammer in fire protection and other liquid being threaded to pipe.Pipe sealants should be used systems. sparingly. B. The valves with internal switches can be easily wired •are available with or without an internal,pre-wired in the field.They will have two switches,switch-1 will supervisory tamper switch assembly.When mounted on have dual leads on the terminals.This switch is to be any slo-close valve and wired,the switches signal connected to the supervisory circuit of a Listed alarm movement of the valve disc from the full open position. control panel.Switch-2 will have single leads and may ®are available factory mounted to a valve or as a kit for field be connected to auxiliary equipment per direction of installation on previously installed valves. the local authority having jurisdiction. Cap any unused wire leads with wire nuts and tuck into e have switch ratings of: junction box.All connections shall be reviewed and 10 Amps/115 VAC-60 Hz approved by the local authority having jurisdiction. 0.5 Amps/28 VDC C. A 14 gage green wire has been fastened to the interior of the housing and is to be used as a housing v are equipped with tamper switch assemblies EM ground. INDOOR AND OUTDOOR USE, D. Recommended type of wire to be used is No.16 Dual ®have UL/FM ratings to 175 psi.(Also available at 350 psi Rated UL 300V 80 C and 300V 105 C. with N.Y.C.B.S.A.a0Pd*9.)4.approval.) E. Installation must be in compliance with NFPA 72 and 13,or bonded and grounded per Canadian Electrical Code Part 1. F. The BB-SC, BBHSC (threaded-end) and BBVSC, UR6 BVHSC (grooved-end) valves are intended for use APPROVED LISTED 1/2",2"and 2-1/2"perASME/ANSI B36.10. For use with fire protection sprinkler systems 175psi. INSTALLATION FOR NEW YORK CITY VALVES N.Y.C. special valves have a large flow indicator which Approved by the New York City Board of Stds.& points in the direction of the valve disc,indicating open or Appeals under Calendar No.996-81 -SM,for 175 psi and closed.The valve should be installed in a position where Calendar number 720-83-SA for 350 psi. the indicator is readily visible. MODEL DESCRIPTION SIZES BB-SC100 Valve Less Switch NYC BSA 1", 1-1/4", 1-1/2", BB-SCS02 Valve With Switch 175 psig-Threaded Ends Approved 211, 2-1/2" BBVSC100 Valve Less Switch NYC BSA 175 psig-Grooved Ends 211, 2-1/2" BBVSCS02 Valve With Switch Approved BBHSC100 Valve Less Switch NYC BSA 1", 1-1/4", 1-1/2", BBHSCS02 Valve With Switch 350 psig-Threaded Ends Approved 211, 2-1/2" BVHSC100 Valve Less Switch 350 psig-Grooved Ends NYC BSA 211, 2-1/211 BVHSCS02 Valve With Switch Approved The information presented on this sheet is correct at time of publication.Milwaukee Valve reserves the right to change design and/or materials without notice.For our Installation,Operation and Maintenance Manual and the most current product information go to www.milwaukeevalve.com. At State of California Prop 65 WARNING:Cancer and Reproductive Harm.For more information visit www.p65warnings.ca.gov. Rev.2 2 MILWAUKEE VALVE Butterball ® BUTTERFLY VALVES 4FH► 4FM► .W7 Mt i�=w �� �"'." ems• F M..L. _ .M Wz - }D' .T:- yam MAX "G..G, `- - -V. nd -' BB-g �Q d B C �T r ded tl5 paece dy B -IY $1 �1 �ds) ed �► ed n b 21' �n '112" =Moft � m ■ 1.50 1 H' OPEN rOR .4 .' , 2 J ;witch node) h 3 Is Il�uu..0 11 Vl w�v►1 1 � ALL DIMENSIONS-INCHES 5 THREADED GROOVED SIZE 1" 1.1 4' 1-1/2. 2' SIZE 2- 2-1 2- A 2.13 2.63 2.89 3.25 A 413 B 3.94 4.28 4.50 5.00 B 5.00 5.41 D 1.72 1.94 2.19 2.75 D 3.06 3.19 50 MATERIAL LIST D 172 2.11 2.38 3.06 D 3.06 3.50 555 591 B.18 6.67 E 0.63 0.31 O. PART MATERIAL SPECIFICATION K 093 090 0.99 1-41 F 6.00 4.63 50 1 Indicator Sintered Iron F0008P L 0.83 090 0.99 1-61 G 6.00 4.50 Md0 105 ].3A ].61 2-07 H 2.39 289 2 HoUSin Bronze ASTM B584 Meo 096 1.7R 1so 1.94 1 6-13 6-25 3 BodyBronze ASTM B584 Nd0 215 2.00 2.50 2.25 K 0.79 1.18 W 1 1.13 1 1.75 1 1,41 1.69 E 1.41 1.29 4 Handle Brass M-40 2-07 2.47 5 Disc Stainless Steel Type 304 M-40ARE DIMENSIONS USING M-RD 1.94 232 6 DISC Seal EPDM Elastomer SCHEDULE 40 PIPE N-40 7,7s 10.00 M-80ARE DIMENSIONS USING W 1.7s 7 Cover Bronze ASTM B584 SCHEDULE 80 PIPE N-40 IS FLOW RESISTANCE EXPRESSEDIN EQUIVALENT LENGTH OF SCHEDULE 40 PIPE W IS THE WRENCH MAKE-UP LENGTH The information presented on this sheet is correct at time of publication.Milwaukee Valve reserves the right to change design and/or materials without notice.For our Installation,Operation and Maintenance Manual and the most current product information go to www.milwaukeevalve.com. p A State of California Prop 65 WARNING:Cancer and Reproductive Harm.For more information visit www.p65warnings.ca.gov. Rev.2 q MILWAUKEE VALVE a7 Butterball ® BUTTERFLY VALVES VA L � tFH► tPH►� 4-VT Y� P j: ', ' ,,y ` s1 '� .F. r jJ / * -MIL I •D• •q MAX "G'.G. •G"-,- g CBBV&V-and ffAWfOO1and B 1 b 8 rele3c&s BBVHS02 3 iece E BBVHS02 Uni-BodP Y Y 2 ) with Grooved with Grooved Izes 11" 1-11 " t/ "; ' Ends Size 2" Ends Size 2-1/2" 1 s�w� ■ _ - - 3.50 - - 1.50 Aft 1 1 11 fY/7LY �-VO�PIEV►i� � i � "� * 1 � � k � roR 4 �; �� 7 ;witct - - ' node) C 1 h 3 IS ALL DIMENSIONS-INCHESvV•Vv 5 THREADED GROOVED SIZE 1" 1-1 4' 1-1/2- 2" SIZE 2' 2.1 2" A 713 263 229 325 A 4-13 8 3.94 4.28 450 5.00 8 5.00 541 D 1.72 2.11 2.38 2.75 D 775 3.19 50 MATERIAL LIST D 1.72 2.11 2.38 3.06 D 3.06 3.50 1 5.55 5.91 9.18 6.67 I E 0.63 0.31 NO. PART MATERIAL SPECIFICATION K 0. 0. 0. 0.79 P 0.63 0.63 1 Indicator Sintered Iron F0008P L 093-83 0.90 90 0.99 99 141 I G 6.00 4.50 M40 105 1.38 1.61 2.07 H 2.38 2.99 2 Housing Bronze ASTM B584 M-so 0.96 1-28 1-50 194 1 613 6.25 3 BodyBronze ASTM B584 N�0 2.25 2.00 250 2.25 K 0.79 1.19 W 1-13 1.25 1-41 1.69 1 L 141 1.z9 4 Handle Brass M.A0 707 2.47 5 Disc Stainless Steel Type 304 M-40ARE DIMENSIONS USING to-so 19A 2-32 6 DISC Seal EPDM Elastomer SCHEDULE 40 PIPE N-AO 725 10.00 M-80 ARE DIMENSIONS USING w 1.75 7 Cover Bronze ASTM B584 SCHEDULE 80 PIPE Nato IS FLOW RESISTANCE EXPRESSEDIN EQUIVALENT LENGTH OF SCHEDULE 40 PIPE W IS THE WRENCH MAKE-UP LENGTH The information presented on this sheet is correct at time of publication.Milwaukee Valve reserves the right to change design and/or materials without notice.For our Installation,Operation and Maintenance Manual and the most current product information go to www.milwaukeevalve.com. State of California Prop 65 WARNING:Cancer and Reproductive Harm.For more information visit www.p65warnings.ca.gov. Rev. 2 Y A MILWAUKEE VALVE } Bronze Slo-Close Butterfly Valve For Potable Water Ul ltra ure'm One-Piece • 175 psi A AIU.WANO:L VALVE PRODUCT UUFM Rating UPBBTSCUUPBBTSCS02L 1 11-21" Threaded Ends c@us APPrOVCo 7 MATERIAL LIST 4.50 ITEM PART MATERIAL ASTM SPEC 1 Indicator Sintered Iron F0008P 2 Housing Bronze ASTM 584 3 Body Bronze ASTM 584 4 Handle Brass 5 Disc Stainless Steel Type 304 B I 6 Disc Seal EPDM 7 1 Cover Die Cast Aluminum 1 ALL DIMENSIONS-INCHES SIZE 1" 1-1./4" 1-112" — 2" — C 4 A 2.13 2,63 2..88 3.25 6 6 3.94 4.28 4.5 5 C 1.56 1.94 2.19 2-75 s 5 0 1.72 2.11 2-30 3.07 ^ D_ .. K 0.66 _0,73 _ 0.73 4..74 L 0.$3 9,9 01 1-41 M-40 1.1 1.38 161 207 M-80 0.96 128 1.5 1.94 B N40 2.25 2 . 2.25 W 1.13 1.25 yAY 1.69 I ��Y M-40 ARE DIMENSIONS USING SCHEDULE 40 PIPE M-80 ARE DIMENSIONS USING SCHEDULE $U PIPE L M N-40 IS FLOW RESISTANCE I EXPRESSED IN EQUIVALENT LENGTH OF f Si; SCHEDULE 40 PIPE K W IS THE WRENCH MAKE-UP LENGTH W "' (MAX ENTRY) FEATURES 4-1/ •Slow opening and closing V - -- -- �- •Quarter turn operation - UPBBTSCL •Water Hammer elimination •Optional internal tamper switch SIZES 1", 1-114", 1-1/2", 2" (Indoor/Outdoor use). -Signals disc movement -Factory or Field installation UPBBTSCO2L -10 Amp/115 VAC-60 Hz — (INCLUDES SWITCH) -0.5 Amp/28 VDC SIZES 1", 1-114", 1-1/2", 2" M, Note: LWd free refers to the wetted surface of the pipe,fittings and fixtures in potable water systems that have a weighted average'read content<0.25%.Source: California Health and Safety Code(116875). The information presented on this sheet is correct at time of publication.Milwaukee Valve reserves the right to change design and/or materials ��notice.For our Installation,Operation and Maintenance Manual and the most current product information go to www.milwaukeevalve.com. gf,California Prop 65 WARNING:Cancer and Reproductive Harm.For more information visit www.p65%varnings.ca.gov. MILWAUKEEVALVE `-� WIRING DIAGRAM (SWITCH POSITION VALVE FULL OPEN) SWITCH 1: DUAL LEADS BLACK LISTED FIRE ALARM TO NEXT INDICATOR CONTROL PANEL OR SUPERVISORY CIRCUIT WHITE END OF LINE RESISTOR com NO RED SWITCH 2: SINGLE LEADS ORANGE AUXILIARY NC6,, EQUIPMENT VOLTAGE BLUE SOURCE `OM11 NO YELLOW Green Lead provided is ground for switch housing Switch Rating: 10 AMP/115 VAC .5 AMP/28 VDC Cap unused leads with wire nuts and tuck inside junction box(not provided) NOTE:Valves incorporating supervisory tamper switches are for indoor and outdoor use. o 1/2 ELECTRICAL CONDUIT SUPERVISORY TAMPER 1 SWITCH JUNCTION BOX — JUCTION BOX The information presented on this sheet is correct at time of publication.Milwaukee Valve reserves the right to change design and/or materials without notice.For our Installation,Operation and Maintenance Manual and the most current product information go to www.milwaukeevalve.com. State of California Prop 65 WARNING:Cancer and Reproductive Harm.For more information visit www.p65warnings.ca.gov. - u' Rev.2 6 MILWAUKEE VALVE qW Ball Valve 1 F P P I Description FPPI's complete line of TrimFit Forged Brass*, Full Port Ball Valves feature forged components machined to exacting specifications. UUULc listed and FM approved. Listed for fire sprinkler systems for trim,test or drain applications, our Full Port Ball Valves are rated 600 PSI for sizes'/4"- 11/2" IPS and 300 PSI for the 2"size. Each valve is complete with plastic coated valve handle marked as required by UL. Blow out proof stem. Installation Specifications Installation practices consistent with those of the fire sprinkler industry are Nomenclature and Material: appropriate for the installation of this product.Always make sure to properly "hold back"the valve and each component being installed to the valve to prevent Part: Material: over tightening or stressing of the valve body. It is also necessary to make sure Nut Steel all components are in proper alignment in the assembly where the ball valve is Handle Steel Stem Gland Brass* present. Improper alignment of attached components may create stress on the Stem Packing PTFE valve leading to valve failure. Use a suitable thread sealant such as PTFE tape or Stem Brass* PipeFit Thread Sealant Paste with PTFE. Never use tape and paste together. Body Forged Brass* Ball Disc Pack PTFE We do not recommend the use of anaerobic sealants with this product.The Ball Disc Chrome Plated materials used in this sealant type are highly caustic and may cause failure of the Brass or synthetic components present in this product. Forged Brass* End Plug Forged Brass* *UUULc Listed 2R97 Part No.: Size: Take-Out: 06-838-00 1/4"IPS 1tt/16" DO NOT USE MORE THAN ONE SEALANT TYPE PER THREADED 06-840-00 1/2" 21/f6" 06-842-00 3/4" 2%" CONNECTION. DO NOT OVER TIGHTEN THREADS.OVER TIGHTENING WILL 06-844-00 1" 27/s" CAUSE LEAKS IN THIS AND OTHER THREADED COMPONENTS. 06-845-00 1Y4" 37/s" 06-846-00 i t/2" 3%6" 06-848-00 2" 4%" *Full port valves have slightly larger"take out"dimensions The Information contained herein is produced in good faith and is believed to be reliable but is provided than standard port valves. for guidance and information purposes only.FPPI and Its agents cannot assume liability or responsibility You may need to adjust trim for results obtained In the use or misuse of Its product by persons whose methods and qualifications components accordingly. are outside and beyond our control.It Is the user's responsibility to determine the suitability of,methods COm p g y of use,preparation prior to use,and appropriate Installation for all products purchased from FPPI.It Is the user's sofa responsibility to observe and adapt such precautions as may be advisable or necessary *Contains lead.Not for use In for the protection of personnel and property In the handling and use of any of our products. water systems Intended for human 3198 LIONSHEAD AVE consumption. CARLSBAD, CA 92010 +1(760)599-1168 +1(800)344-1822 +1(800)344-3775 FAX ceus FM 0 2017 Fire Protection Products,Inc. Lima APPflOVEII • • •• • • COSCO � 0 �� % � : Fire Protection SPRINKLERS Page 1 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 1. DESCRIPTION The Viking VK3021 Quick Response Pendent Sprinkler is a small thermosensitive glass bulb spray sprinkler available with various finishes and temperature ratings 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. 2. LISTINGS AND APPROVALS C UL US UL Listed: Category VNIV _ t F M FM Approved: Classes 2017,2015,2043 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: UL -250 PSI (17.2 bar)WWP FM- 175 PSI (12 bar)WWP Factory tested hydrostatically to 500 psi(34.5 bar). Thread size: 1/2"NPT(15 mm BSPT) WARNING:Cancer and Reproductive Harm- Nominal K-factor: 5.6 U.S. (80.6 metric*) wwwp65Wamings.ca.gov Glass-bulb fluid temperature rated to-65°F(-55°C) * 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 Deflector: Stainless Steel UNS S30400 Pip Cap Shell-Stainless Steel UNS-S44400 Pip Cap Disc-Stainless Steel UNS-S30100 Belleville Spring-Nickel Alloy 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 ENT Suffix A F M-/W M-/B JN Temperature 135°F 57°C 155°F 68°C 175°F 79°C 200"F 93°C 286 T 141 "C open Suffix A B I 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 Corporation 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 19.09.23 Rev 19.6 Replaces Form No. F 020616 Rev. 19.5 (added 250 PSI rated PIN for JQ Page 2 of 5 NIIKJNG* 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 Instructions: Using the sprinkler base part number, .. the suttix tor the desired Sprinkler Size 1: Finishes 2:Temperature Ratings Base Part NPT BSPT , Max.Ambient Ceiling No. Inch mm Description Suffix Nominal Rating Bulb Color Temperature' Suffix 19917 1/2 -- Brass A 135°F(57 °C) Orange 100-F 38 °C A 199297 -- 15 Chrome F 155-F(68 -C) Red 100 °F 38 °C B 231017 1/2 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/B2(available since 2017). D. Straight Wrench: Part No. 22940MB S rinkler Cabinet: A. Up to 6 sprinklers: Part number 01724A(available since 1971). B. 6-12 Sprinklers: Part number 01725A(available since 1971). Footnotes I.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 corrosion-proofing for installation in corrosive environments. e.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• UL Listed for 250 PSI(17.2 bar)WWP. 7116"(11 mm) A B C D Nominal Pipe Engagement 1/2"NPT 15 mm BSPT 1-15/16" 0/ (49 mm) Figure 1: Sprinkler Wrenches Figure 2: Sprinkler Dimensions Form No.F_020616 19.09.23 Rev 19.6 Page 3 of 5 ® 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 APPROVAL CHART Finish(es)—� Viking Quick Response Pendent Sprinkler Temperature(s)—j A 1 X KEY VK3021 K5.6 (80.6 metric) Escutcheon(s),if applicable 1 Thread Size Listings and Approvals' Sprinkler Base NPT BSPT cULus FM Part Number' Inch I mm Approval Code(s) Maximum WWP Approval Code(s) Maximum WWP 19917 1/2 — Al, B2X, B3Y 175 PSI (12 bar) Al, B2X, 133Y 175 PSI (12 bar) 19929 -- 15 Al, B2X, B3Y 250 PSI (17.2 bar) Al, B2X, 133Y 175 PSI (12 bar) 23101 1/2 -- Al, B2X, B3Y 250 PSI (17.2 bar) Al, B2X, 133Y 175 PSI (12 bar) Approved Temperature Rating Codes: 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 Codes: 1 = Brass, Chrome,White Polyester 3.4, Black Polyester 3.4, and ENT4,e 2=Brass, Chrome,White Polyester 3.4, and Black Polyester 3.4 3= ENT4,s Approved Escutcheon Code: X= Installed with Viking Recessed Escutcheons Models NP-1, NP-2, and NP-3,or Viking Standard Surface 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. This table shows the listings and approvals available at the time of printing.Check with the manufacturer for any additional approvals. Other colors are available upon request with the same Listings and Approvals as the standard colors. cULus Listed as corrosion resistant. FM Approved as corrosion-proofing for installation in corrosive environments. DESIGN CRITERIA- UL cULus Listing Requirements: 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 ADDroval Requirements: 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 19.09.23 Rev 19.6 Page 4 of 5 l VK3021 QUICK RESPONSE J PENDENT SPRINKLER (K5.6) . NiKiN 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 telling. 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 l� 3.Install the sprinkler and escutcheon assembly into the pipe fitting.Be sure the escutcheon outer ring contacts the surface of the finished ceiling. l t� Figure 4: Recessed Installation(with standard Installer's Wrench) Form No. F_020616 19.09.23 Rev 19.6 Page 5 of 5 ® VK3021 QUICK RESPONSE 4 I KJ W4j 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 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. 't ' t��'` it �� _ tlw , � I • �� 1 i��t 1, .• �l &IF -, Figure 5: Installation(with Straight Wrench) 2-1/8"(54 mm) 2-1/8"(54 mm) i E Model NP-2 or NP-3 Model NP-1 Recessed �� Thread-On Recessed Escutcheon i Ceiling opening size: i Escutcheon Minimum:2-5116"(59 mm) � _' (NP-3 Outer ring has a Maximum:2-1/2"(64 mm) larger diameter) 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) -� I q 1-7/16" I I (37 mm) Standard Surface-Mounted Escutcheon Figure 6: Installation Dimensions with Viking Escutcheons Form No. F_020616 19.09.23 Rev 19.6 Replaces Form No. F_020616 Rev. 19.5 (added 250 PSI rated PN for UL) Bulletin 909 August 2020 ® Model N25 ESFR Pendent Sprinkler 175 psi(12 bar)rated Features • FM Approved as a quick-response storage sprinkler • Fusible link operating element z Product Description The Reliable Model N25 Early Suppression Fast Response 1 (ESFR)Sprinkler is intended for use against severe fire challenges.The sprinkler is designed to respond quickly , to a growing fire and deliver a heavy discharge of water to �i suppress the fire.The Model N25 is FM Approved as a quick response storage sprinkler. The Model N25 ESFR Sprinkler utilizes a levered fusible Model N25 ESFR Sprinkler alloy solder link in either a 165°F(74°C)or 212OF(100°C) temperature rating.The sprinkler has a nominal K Factor of 25.2(metric 360),and is available with 1"NPT or ISO 7-1R1 _ threads,or with the Victaulic®IGSTm Style V9 Sprinkler Coupling". The small deflector and frame provide a broad, symmetrical, hemispherical pattern capable of suppressing fires between sprinklers in high-piled storage areas.At the same time,a high momentum central core discharge penetrates and suppresses fires occurring directly beneath the sprinkler in lower height The N25 ESFR sprinkler is less susceptible to damage due to ---�j� the smaller deflector and frame design,and has passed rough =. . use and abuse testing required for approval without the need for plastic protectors. Model N25 Sprinkler w/ "Note:Victaulic0 and IGSTm are trademarks of Victaulic Victaulic®IGSTm Style V9 Company. Sprinkler Coupling Model N25 ESFR Pendent Sprinkler Model Nominal K-factor Approvals Sprinkler Identificaiton gpm/psl"2(Umin/bar'll Number(SIN) N25 25.2(360) FM,CNBOP-PIB RA0912 www.reliablesprinkler.com Model N25 ESFR Sprinkler SIN RA0912 Technical Specifications Sensitivity Style:Pendent Quick-Response Connection:1"NPT or IS07 R-1 threads,IGSTm _ Style V9 Sprinkler Coupling Temperature Ratings — 1 Nominal K-Factor.25.2(360) Ordinary:165°F(74°C) Max.Working Pressure:175 psi(12 bar) Intermediate:212°F(100°C) Material Specifications Guards and Shields 3 : Thermal Sensor.Beryllium Nickel Solder Link K25 Guard(In-rack ONLY) Sprinkler Frame:Brass Casting S-5 Water Shield(In-rack ONLY) Button:Copper Alloy Sealing Assembly:Nickel with PTFE Sprinkler Wrench Load Screw:Stainless Steel Mode[W5 Deflector.Bronze Levers:Stainless Steel Listings and Approvals Ejection Spring:Stainless Steel FM Approved CNBOP-PIB Sprinkler Finishes Standard(Brass Only) Model N25 Sprinkler Components and Dimensions 4-11T[114 mm] if 15/16"[75 mm) —2"[52 mm] 1 1-7/8"[47 mm] 1.15/1 •' 3-3/8"[86 mm] 3-7/16'[87 mm] 1.1/2"[39 mm] 1-11TBOBFG01 - 1.5/8"[40 mm] Threaded IGSTM Grooved with Style V9 Couping (Shown with optnnal S-5 Water Shield, ordered separately;available for threaded sprinklers only) Model N25 ESFR Sprinkler with Model 25 Guard(For in-rack use ONLY) 3.718" [98 nm] 3.3/8' (86 mm] Bulletin 909 Page r.of 5 August 2020 www.reliablesprinkler.com Model N25 ESFR Commodity Selection and Design Criteria Overview .• - Storage Type NFPA FM GLOBAL Sprinkler Type ESFR Storage Response Type ESFR OR System Type wet wet Temperature Rating OF(°C) 165,212(74, 100) 165,212(74, 100) Roof Construction See NFPA 13 See FM Global 2-0 Ceiling Slope See NFPA 13 See FM Global 2-0 Maximum Coverage Area See NFPA 13 See FM Global 2-0 Minimum Coverage Area See NFPA 13 See FM Global 2-0 Maximum Spacing See NFPA 13 See FM Global 2-0 Minin-iurn Spacing See NFPA 13 See FM Global 2-0 Minimum Clearance to Commodity See NFPA 13 See FM Global 2-0 Sprinkler Distance to Ceiling See NFPA 13 See FM Global 2-0 Open Frame, Single, Double,Multiple Row,or Portable Rack Storage of Class See NFPA 13 See FM 2-0 and 8-9 1-IV Commodity and Group A Plastic Solid Pile or Palletized Storage of Class See NFPA 13 See FM 2-0 and 8-9 1- IV Commodity and Group A Plastic Idle Pallet Storage See NFPA 13 See FM 2-0,8-9 and 8-24 Rubber Tire Storage See NFPA 13 See FM 2-0 and 8-3 rolled Paper Storage See NFrA 13 See FM 8-21 Flammable Liquid Storage See NFPA 30 See FM 7-29 Aerosol Storage See NFPA 30B See FM 7-31 Auto Components in Portable Racks N/A N/A Bulletin 909 prb rho Page 3 of 5 August 2020 www.reliablesprinkler.com Installation Model W5 Sprinkler Wrench Model N25 sprinklers are intended for installation in accordance with NFPA 13 and FM Loss Prevention Data Sheets 2-0 and 8-9,as well as the requirements of any Authorities Having Jurisdiction.See Table B for information on NFPA and FM �+� Global design criteria for the Model N25 sprinklers. For threaded sprinklers only,use the Model W5 sprinkler wrench for installation(Figure 3). Any other type of wrench may damage the sprinkler.A grooved wrench boss is provided on Ordering Information the sprinkler to limit the potential for the wrench to slip during installation. Specify: • Sprinkler [N25] Model N25 sprinklers should be tightened between 14-40 • Temperature Rating: [165°F(640C)][212°F(100°C)] Ibs-ft(19-54 N•m)torque.Do not tighten sprinklers over the End Connection: [1" NPT] [IS07 R-1] maximum recommended torque.Exceeding the maximum [Victaulic@ IGS'"Style V9 Sprinkler Coupling] recommended torque may cause leakage or impairment of the sprinklers. For grooved sprinklers, push the IGSTm Style V9 Sprinkler Coupling onto the grooved outlet until contact with the center leg of the gasket occurs. Align the sprinkler frame arms and the pads of the coupling with the sprinkler piping and tighten the coupling until the pads of the coupling meet. For additional information,please reference Victaulic@ technical bulletin I-V9. Caution:When handling sprinklers,hold sprinklers only by the frame arms and do not apply any force on the link assembly. ` Damaged sprinklers must be replaced immediately. Note: 1"S/142 IGSrm grooved welded Maintenance outlets are also available from Reliable. Reliable Model N25 sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA Victaulic@ IGSTm Style V9 25,as well as the requirements of any Authorities Having Sprinkler Coupling installation Jurisdiction. bit-One bit provided in each Prior to installation,sprinklers should remain in the original box of 25 sprinklers. cartons and packaging until used.This will minimize the potential for damage to sprinklers that could cause improper operation or non-operation. Do not clean sprinklers with soap and water,ammonia liquid or any other cleaning fluids. Remove dust by gentle vacuuming without touching the sprinkler. Replace any sprinkler which has been painted(other than factory applied).A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers, Failure to properly maintain sprinklers may result in inadvertent operation or non-operation during a fire event. Guarantee For the Reliable Automatic Sprinkler Co., Inc. guarantee,terms, and conditions,visit www.reliablesprinkler.com. co co N 0 rn rn M rn rn z a Bulletin 909 Page 5 of 5 August 2020 •■`■■ob■` www.reliablesprinkler.com Page 1 of 9 ® STANDARD RESPONSE DRY HORIZONTAL SIDEWALL SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. 1. DESCRIPTION Viking Standard Response Dry Horizontal Sidewall Sprinklers are thermosensitive spray sprinklers suitable for use in areas subject to freezing. The sprinklers are designed for dry systems and preaction systems where it is necessary to prevent water or condensation from entering the supply nipple before sprinkler operation. AIL- They may also be installed in spaces subject to freezing and supplied from a wet system in an adjacent heated area. Viking Standard Response Dry Horizontal Sidewall Sprinklers are available in various finishes and temperature ratings to meet design requirements.The special Polyester and Electroless Nickel PTFE (ENT) coatings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note: FM Global has no approval classification for Polyester coatings as corrosion resistant.) 2. LISTINGS AND APPROVALS a& cULus Listed: Category VNIV For Light Hazard Occupancies Only a% FM Approved: Class 2013 and 2015 WARNING:Cancer and Reproduclive Harm- ' NYC Approved: MEA 89-92-E,Volume 2 www.P65Wamings.ca.gov China Approval:Approved according to China GB Standard Refer to Approval Chart 1 and Design Criteria for cULus Listing requirements,and refer to Approval Chart 2 and Design Criteria fa. FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 1991. Minimum Operating Pressure: 7 psi(0.5 bar) Maximum Working Pressure: 175 psi(12 bar). Factory tested hydrostatically to 500 psi(34.5 bar). Thread size: 1"NPT or 25 mm BSPT Nominal K-Factor: 5.6 U.S. (80.6 metric*)for all listed and approved lengths. *Metric K-factor measurement shown is when pressure is measured in bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to-65°F (-55°C) Covered by the following U.S. Patent numbers: 8,636,075 and 8,376,060 and 10,220,231 Material Standards: Frame Casting: Brass UNS-C84400 Deflector: Phosphor Bronze UNS-051000 Bulb:Glass,nominal 5 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy,coated on both sides with PTFE Tape Compression Screw: Brass UNS-C36000 Pip Cap: Brass UNS-C31400 or UNS-C31600 Pip Cap Adapter: Brass UNS-C36000 Orifice:Copper UNS-C22000 or UNS-C11000 Tube: ERW Hydraulic Steel Tube Inlet and Barrel Threads: QM Brass Support(Internal): Stainless Steel UNS-S30400 Barrel: Steel Pipe UNS-G10260, Electrodeposited Epoxy Base finish Sleeve(for Adjustable Standard style only): Brass UNS-C26000 or UNS-C26800 Escutcheon Materials: Adjustable Standard Dry Escutcheons: Brass UNS-C26000 or UNS-C26800 Recessed Dry Escutcheons: Cold Rolled Steel UNS-G10080 ENT Coated Adjustable and Recessed Escutcheons: Stainless Steel UNS-S30400 Form No.F_073091 20.02.19 20.1 Replaces Form No. F_073091 Rev 19.3 (Revised approval specifications for 20375U.) Page 2 of 9 ® STANDARD RESPONSE * * * DRY HORIZONTAL SIDEWALL SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. Ordering Information: (Also refer to the current Viking price list.) Order Standard Response Dry Horizontal Sidewall Sprinklers by first adding the appropriate suffix for the sprinkler finish, the ap- propriate suffix for the temperature rating,and then the suffix for the length ("A"dimension)to sprinkler base part number. Order in a specific length noted as the"A"dimension (see Figures 2.4,and 6).The"A"dimension is the distance from the face of the fitting (tee)to the desired finished surface of the wall in which it is to be installed. These sprinklers are listed and approved in lengths from 1-1/2" to 45-1/2" (38.1 mm to 1,156 mm) for the adjustable standard style, 3"to 47"(76.2 mm to 1,194 mm)for the plain barrel style,and 3-1/4"to 47-1/2"(82.5 mm to 1,207 mm)for the adjustable recessed style. Lengths exceeding the standard lengths are available, with no approvals, on a "made-to-order" basis: Recessed Dry Horizontal Sidewall up to 65-1/4" (1,664 mm). Adjustable Standard Dry Horizontal Sidewall up to 63-1/2" (1,613 mm). Plain Barrel Dry Horizontal Sidewall up to 65" (1,651 mm).Contact the manufacturer for more information. Finish Suffix: Brass=A, Chrome= F,White Polyester=M-/W, and ENT=JN Temperature Suffix("F/"C): 155"/68"= B, 175"/79* =D, 200"/93"=E, 286°/141" =G Escutcheon Suffix=Y for the adjustable recessed sprinkler with the Model G-1 Escutcheon (no suffix needed for the Model E-1 Escutcheon). For example,sprinkler VK162 with 1"NPT Threads,a Chrome finish,a 155"F/68"C temperature rating,a Model G-1 Escutcheon, and"A"length of 10"= Part No.07856UFBY10. Available Finishes And Temperature Ratings: Refer to Table 1. NLIIE; Sprinkler is turned sideways Accessories: (Also refer to the Viking website.) for clarity. (Refer to Figures 2-7 for correct deflector orlentation) Sprinkler Wrenches: Protective A. Standard Wrench: Part No. 07297W/B(available since 1991) Sprinkler B. Recessed Sprinkler Wrench: Part No.07565W/B**(available since 1991) Shield **A Y:"ratchet is required(not available from Viking). t� Dry Sprinkler Protective Cover: Part No. 15610 Replacement Escutcheons: A.Adjustable Standard Dry Escutcheon: Base Part No.08086F B. Model E-1 Recessed Dry Escutcheon Cup: Base Part No.05459A Wrench Flat 4. INSTALLATION Refer to appropriate NFPA Installation Standards. - o 5. OPERATION During fire conditions,the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the internal parts to open the water- Figure 7: Standard Sprinkler Wrench 07287WIB way. Water flowing through the sprinkler orifice strikes the sprinkler deflector,forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. 7. AVAILABILITY The Viking Standard Response Dry Horizontal Sidewall Sprinkler is available through a network of domestic and international dis- tributors. See The Viking Corporation 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_073091 20.02.19 20.1 Page 3 of 9 STANDARD RESPONSE • DRY HORIZONTAL SIDEWALL SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. AVAILABLE Sprinkler Temperature Sprinkler Nominal Maximum Ambient Ctessification Temperature Rating' Calling Temperature2 Bulb Color Ordinary 155°F(68°C) 100°F(38°C) Red Intermediate 175-F(79-C) 150-F(65-C) Yellow Intermediate 200°F(93-C) 150-F(65-C) Green High 286°F(141 °C) 225-F(107-C) Blue Sprinkler Finishes: Brass, Chrome,White Polyester,and ENT Corrosion-Resistant Coating'.':White Polyester and ENT in all temperature ratings Footnotes 'The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion-resistant Polyester and ENT coatings have passed the standard corrosion test required by the approving agencies Indicated In the Approval Charts.These tests cannot and do not represent all possible corrosive environments.Note:These coatings are NOT cor- rosion proof.Prior to installation,verify through the end-user that the coatings are compatible with or suitable for the proposed environ- ment.Polyester and ENT coatings are applied to the exposed exterior surfaces only. Note that the spring Is exposed on sprinklers with Polyester and ENT coatings. `When installed in some corrosive environments,the Polyester finish may change color.This natural discoloration overtime Is not in Itself an indication of corrosion and should not be treated as such.All sprinklers installed in corrosive environments should be replaced or tested as described in NFPA 25 on a more frequent basis. Step 21 Press the wrench onto the sprinkler wrench flats and turn slightly to ensure engage- Sprinkler Wrench Part ment with the wrench flats. No. 07565W/Bxe for installing recessed dry sprinklers, )-A 112' ratchet Is required, (Not avallable from Vlking.) I^}•----------- I I ------ I �'-------- i - - ---------- --1—==-ti F------ -------i__= - ". --------- _�! 1��----------- -- - Step 1: Carefully slide the Note: The Model E-1 Escutcheon wrench sideways around the Is shown, Installation Is similar deflector and protective shield as shown, with the Model 6-1 Escutcheon, Figure 2: Wrench 07565WIB for Adjustable Recessed Dry Horizontal Sidewall Sprinklers Form No.F_073091 20.02.19 20.1 Page 4 of 9 STANDARD RESPONSE N11UNG44 4 DRY HORIZONTAL SIDEWALL SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. Approval Chart 1 (UL) -Temperature KEY Standard Response Dry Horizontal Sidewall Sprinklers i+ Finish AlX Eawkheaiptapp110i"al Maximum 175 PSI(12 bar)WWP Sprinkler Thread Size Nominal K-Factor' Order Length Listings and Approvals4 Base Part SIN Style Increment (Refer also to Design Criteria below.) Number' NPT BSPT U.S. metric' Inches mm cULuse NYC" China Approval 07857U VK156 Adjustable 1" - 5.6 80.6 1/2" 12.7 Al,A5 Al - 07860U Standard 25 mm 5.6 80.6 1/2" 12.7 Al.A5 - 07856U Adjustable 1" -- 5.6 80.6 1/4" 6.35 B2.B6 B2 - 07859U VK162 Recessed 25 mm 5.6 80.6 1/4" 6.35 B2.B6 07858U 1" 5.6 80.6 112" 12.7 A3 A4 - 07861 U VK152 Plain Barrel 25 mm 5.6 80.6 112" 1 12.7 A3 20375UB VK152 1 Plain Barrel I -- 25 mm 5.6 80.6 1/2" 1 12.7 C7 I - I C7 Approved Finishes and"A"Dimensions Approved Temperature Ratings 1 -Chrome, Brass, or White Polyester'sprinkler with a Chrome, Brass, or White Polyester Sleeve and A- 155°F(68°C), 175°F(79°C),200°F(93 Escutcheon with"A"dimensions 1-1/2"to 45-1/2"(38.1 mm to 1,156 mrn) 141 °C 2-Chrome,Brass,or White Polyester?with"A"dimensions 3-1/4"to 47-1/2"(82.5 to 1,207 mm) °C ,and 286°F ( ) 3-Chrome,Brass,White Polyester',or ENT with"A"dimensions 3"to 47"(76.2 to 1,194 mm) B - 155 °F (68 °C), 175 °F (79°C), and 200 °F 4-Chrome or Brass with"A"dimensions 3"to 47"(76.2 to 1,194 mm) (93°C) 5- ENT'sprinkler with an ENT'Sleeve and Escutcheon with"A"dimensions 1-1/2"to 45-1/2"(38.1 mm 68°C to 1,156 mm) C-155°F ( ) 6-ENT with"A"dimensions 3-1/4"to 47-1/2"(82.5 to 1,207 mm) 7-Chrome with"A"dimensions 3"to 47"(76.2 to 1,194 mm) Footnotes 'Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 2 K-Factor applies for standard lengths("A"Dimensions indicated above). 3 Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 4 This chart shows the listings and approvals available at the time of printing.Other approvals may be in process.Check with the manufacturer for any additional approvals. 5 Listed by Underwriter's Laboratories for use in the U.S.and Canada. B Accepted for use.City of New York Department of Buildings,MEA 89-92-E,Vol.2. 7 cULus Listed as corrosion resistant. a Approved according to China GB Standard. DESIGN GMTEMA-UL (Also refer to Approval Chart 1 above.) NOTE:When using CPVC fittings with Viking dry sprinklers,use only new Nibco Model 5012-S-BI tees.When selecting other CPVC fittings, contact Viking Technical Services. cULus Listina Requirements: Standard Dry Horizontal Sidewall Sprinklers are cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for standard spray horizontal sidewall sprinklers, • Limited to Light Hazard occupancies,where allowed by the installation standards being applied,with smooth ceilings only. • Protection areas and maximum spacing shall be in accordance with the tables provided In NFPA 13. • Minimum spacing allowed is 6 ft.(1.8 m). • Deflector must be positioned between 4"and 6"(102 mm and 152 mm)below the ceiling. Keep the top of the deflector oriented parallel with the ceiling. • Locate no less than 4"(102 mm)from end walls. • Maximum distance from and walls shall be no more than one-half of the allowable distance between sprinklers.The distance shall be measured perpendicular to the wall. • The sprinkler installation and obstruction rules contained in NFPA 13 for sldewall standard spray sprinklers must be followed. IMPORTANT. Always refer to Bulletin Form No. F 091699 - Care and Handling of Sprinklers. Also refer to page 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 organiza- tions,and also with the provisions of governmental codes,ordinances,and standards,whenever applicable. Form No.F_073091 20.02.19 20.1 Page 5 of 9 STANDARD RESPONSE TECHNICALW*J DRY HORIZONTAL SIDEWALL SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384.5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Vlking webslte for the latest edition of this technical data page. Approval Chart 2 (FM) Temp„ralma KEY Standard Response Dry Horizontal Sidewall Sprinklers A} Flnisn A7Xf-Escutdieoa(it nppllcAble) Maximum 175 PSI(12 bar)WWP Sprinkler Thread Size Nominal K-Factorz Order Length 4 Base Part SIN Style Increment FM Approvals Number' � (Refer also to Design Criteria below.) NPT BSPT U.S. metric Inches mm 07857U Adjustable 1" -- 5.6 80.6 1/2" 12.7 Al VK156 Standard 07860U — 25 mm 5.6 80.6 1/2" 12.7 Al 07856U Adjustable 1" — 5.6 80.6 1/4" 6.35 B2 VK162 07859U Recessed — 25 mm 5.6 80.6 1/4" 6.35 B2 07858U Plain 1" -- 5.6 80.6 1/2" 12.7 A3 VK152 07861U Barrel — 25 mm 5.6 80.6 1/2" 12.7 A3 203751.1° VK152 25 mm -- 25 mm 5.6 80.6 1/2" 12.7 C4 Approved Finishes and"A"Dimensions Approved Temperature Ratings 1 -Brass,Bright Brass,Chrome,White Polyester,or ENT'with"A"dimensions 1-1/2" A-155"F(68°C), 175-F(79"C),200"F(93"f:),and to 45-1/2"(38.1 mm to 1,156 mm) 11 286"F(141 -C) 2-Brass,Bright Brass,Chrome,While Polyester,or ENT'with"A"dimensions 3-1/4" B- 155-F(68-C),175°F(79"C),and 200°F(93°C) to 47-1/2"(82.5 mm to 1,207 mm) C-155"F(68-C) 3 -Brass, Bright Brass, Chrome,White Polyester, or ENT'with"A" dimensions 3"tc. 47"(76.2 mm to 1,194 mm) 4-Chrome with"A"Dimensions 3"to 47"(76.2 mm to 1,194 mm) Footnotes K-Factor applies for standard lengths("A"Dimensions indicated above). 3 Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. °This chart shows the FM Approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any ad- dltlonal approvals. 'FM approved as corrosion resistant. 'Approved according to China GB Standard. DESIGN CRITERIA-FMI (Also refer to Approval Chart 2 above.) NOTE:When using CPVC fittings with Viking dry sprinklers,use only new Nlbco Model 5012S-13I tees.When selecting other CPVC fittings, contact Viking Technical Services. FM Approval Reaurrements: Dry horizontal sidewall sprinklers VK152,VK156,and VK162 are FM Approved as dry standard response Non-Storage sidewall sprinklers as indicated in the FM Approval Guide.For specific application and installation requirements,reference the latest applicable FM Loss Prevention Data Sheets(in- cluding 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 calling. NOTE:The FM Installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F 091699 - Care and Handling of Sprinklers. Also refer to page 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 organiza tions, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable.nizations, ana also with the provisions of governmental codes,ordinances, and standards,whenever applicable. J Form No.F_073091 20.02.19 20.1 Page 6 of 9 ® STANDARD RESPONSE A I A A DRY HORIZONTAL SIDEWALL SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. For 'A' Dimension, 1. Determine the distance from the face of the tee to the face of the finished wall, NOTE To locate the 2. Round to the nearest 1/2' (12.7 mm) deflector at the between 1-1/2' (38.1 mm) and 45-1/2' minimum distance (1,156 mm). Finished Ceiling from the wall, with no ad just- NOTEi The deflector will extend approx- ment available, imately 4-1/4' (108 mm) from the wall Finished Wall — order the stan- wlth 2' (+/- 1' (25.4 mm) of horizon- dard horizontal tal adjustment available. 4' (102 mm) Minimum (92.6/nn) sidewall sprinkler A 6' (152 mm) Maximumw 1' (25.4 mm) shorter Deflector at than the "A" Minimum Distance 'A' dimension. From Wall 5/13' (15.9 mm) 3-1/16' NOTE; To locate the at Minimum wall opening max Imumodistancee diameters 1-3/4' (44.5 mm) from the wall, Sleeve Maximum wall opening I L with no adjust- diameteri 2-1/4' (57 mm) �� ve diameter, ment available, 1-1/2' (38.1 mm). order the stan- 13/16' Sleeve finish matches (20.6 mm) finish of escutcheon, 5-1/4' dard horizontal (133,4 mm) sidewall sprinkler May be allowed u to 18' (457 mm) for certain t an h longer Y P Deflector at than the A" FM Installations. Refer to the appropriate Installation Maximum Distance 'A' dimenslon, standards, Including NFPA 13 and/or FM Loss From Wall Prevention Data Sheet 2-0. Figure 3: Adjustable Standard Dry Horizontal Sidewall Sprinkler VK156 Slot Deflector�— — — Slot Push and rotate Sleeve STEP 1i Align the slot In STEP 21 Push the rounded STEP 31 Pull the escutcheon STEP 4, Push and rotate STEP 5 To minimize the escutcheon with the end of the slot against the away from the near edge the escutcheon onto the visibility of the slot horizontal surface of near edge of the deflector. of the deflector. Move the sleeve. In the escutcheon, the deflector as shown, Push the far side of the near side of the escut- position the slot escutcheon past the deflec- cheon over the deflector. at the top of the tor, toward the sleeve. sprinkler sleeve. Figure 4: Adjustable Standard Escutcheon Installation Form No. F 073091 20.02.19 20.1 Page 7 of 9 STANDARD RESPONSE A A A DRY HORIZONTAL SIDEWALL SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. For 'A' Dimension 1. Determine the distance from the face of the tee to the face of the finished wall 2. Round to nearest 1/4' (6.35 mm) between r 3-1/4' (82.5 mm) and 47-1/2' (1,207 mm) Ceiling I NOTE The sprinkler will be recessed approxi- Wall mately 5/16' (7.9 mm) with 5/8' (15.8 mm) horizontal adjustment available. 4' (102 mrri) Minimum 6' (152 mm) Maxlm Um)K A 5/8' (15.9 mm) _ 3-1/16' (77.8 mm) I Minimum ceiling openings l 2-1/B' (54 mm) diameter. I I Maximum telling opening; 2-1/2' (63.5 mm) diameter. Available Adjustment x May be allowed up to 18' (457 mm) for certain 1-7/B' (47.6 mm) Minimum FM installations, P,efer to the appropriate installation 2-1/2' (63.5 mm) Maximum standards, including NFPA 13 and/or FM Loss 5/16' (7.9 mm) Outward Adjustment Prevention Data Sheet 2-0. 5/16' (7.9 mm) Inward Adjustment Figure 5: Adjustable Recessed Dry Horizontal Sidewall Sprinkler VK162 with the Model E-1 Escutcheon Tee turned to j ` �; ��\ req'd angle for n�{p 1 Far 'A' DIrlEnslGn� slope of celling 1',I,1 1� 1. Measure B Dlmenslon from centerline of the \, face of the tee to the horizontal centerline of the wall opening. naJuc cable-� .� \ P. Menpure C Dlmenslon from the renterllne of Adapter \ the Face of the tee to the finished wall Ring 3. Calculate A Dimension using, A = B t C pj Fv NOTE,A Din-1—wi(l provide approximately 1/4' C6.35 mm) of adjustment In either direction. Depth (27 mm) .''� 2 } (3.2 mm) AtlJustable Ceiling Outer Cup Deflector distance 4-6' (102 to 152 mm) 2-5/e• q• below the celling(. (66 mm) (102 mm) Minimum wall opening: When measuring for L 2-5/8' (66 mm) diameter the A Dlmenslon, the Maximum wall opening, . exact deflector `I 3-3/4' (95 mm) diameter �' l-Wall distance below the celling must be known. 1-1n6• C. r May be allowed up to 18' (457 mm) (27 nm) for certain FM Installations, Refer to the appropriate Installation standards, Including NFPA 13 and/or FM Loss Prevention Data Sheet 2-0, Figure 6: Adjustable Recessed Dry Horizontal Sidewall Sprinkler VK162 with the Model G-1 Escutcheon Form No.F_073091 20.02.19 20.1 Page 8 of 9 ® STANDARD RESPONSE • DRY HORIZONTAL 4 I KiSIDEWALL SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. For "A" Dimension 1. Determine the distance from the face of tee to the base of the sprinkler, Ceiling 2. Round to next highest 1/2" (12.7 mm) increment, between 3" (76.2 mm) and Wall 47" (1,194 mm). 4" (102 mm) Minimum 6" (152 mm) Maximumw A 2-7/16' (61.9 mm) 5/8" (15.9 mm) Outside diameter; 1-5/16" (33.4 mm). (Same as 1° Do not exceed 6" (152 mm), (25 mm) Schedule 40 pipe. Do not recess wrench boss. May be allowed up to 18' (457 mm) for certain FM installations. Refer to the appropriate installation standards, including NFPA 13 and/or FM Loss Prevention Data Sheet 2-0, Figure 7: Plain Barrel Dry Horizontal Sidewall Sprinkler VK152 Top View-Dry HSW Sprinkler Side View-Sprinkler Cover 15610 NOTE: Shown with an Adjustable Standard Dry HSW Sprinkler.The protective cover may also be used with the Adjustable Recessed or Press the cover together Plain Barrel style Dry HSW Sprinkler. until it snaps closed. After the sprinkler is installed, carefully place the cover over NOTE: Remove the sprinkler clip and cover the dry sprinkler as shown. before placing the system in servicel Figure 8: Dry Horizontal Sidewall Sprinkler Cover Part Number 15610(shown with an Adjustable Standard Dry HSW Sprinkler) (Optional for temporary use with Viking Dry HSW Sprinklers until finish work is completed around the sprinkler.) Form No.F_073091 20.02.19 20.1 Page 9 of 9 k STANDARD RESPONSE NAA DRY HORIZONTAL SIDEWALL SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. 5-1/4' Seal the clearance space around the sprinkler barrel to avoidV,11, 1)eftector 4 —) I leakage of air Into the protected area and consequent formation imum of condensate around the sprinkler frame, which could Inhibit oper- ation or cause premature operation. Refer to Figure 10 below.If humidity and temperaturedifferential causes condensation on the exposed dry sprinklerbarrel, consider wrapping the _________exposed barrel with insulation, Il�lii�j -------�� NOTEi To locate the foam Insulating tape, Il)iiill r at deflector at the ih 13/16' stance maximum distance from or, equivalent. In�uli Celling From Wall lu)nllgo.6 mm) the wall, with no Install 1 inch NPT threaded 4' (102 mn) Mlnlmum adjustment available, 6' U52 mm) Maximum. order the standard end of dry sidewall sprinkler i dry horizontal side- Into the 1 Inch NPT outlet of 4,I Up to 2' (50.8 mm) wall sprinkler 1' a malleable Iron tee fitting nh�i� I of adjustment longer than the 'A' per ANSI B 16.3 (Class 150) or -- dimension. cast Iron threaded tee fitting 5/8' (15.9 mm) Is available, per ANSI 16.4 (Class 125) only, 3-1/16' Minimum wall opening, (77.8 mm) l�m n 3-1/4' NOTEi To locate the diameters 1-3/4' (44.5 mm) "" "" (82.6 mm) deflector at the (Exposed i��i i ii ii ii Minimum minimum distance from Maximum wall opening Barrel) 1-1/2' (38.1 mm) i i„ the wall, with no diameter, 2-l/4' (57 mm), (Protected diameter. Sleeve Area) __ adjustment available, finish matches order the standard An6knt xpose re Outer escutcheon finish dry horizontal side- Temperature rf/4-dAnblent Temperature Surface - shorter thonwatL ethe, mf Prml.rlo.1 /4 SO'F/10'C60'F/16'C of the Wall Area.-at tho LAposedNniw Marro( i,n u 'A' dimrm+Inn. ftcha,V End Ltngthwu Face of the ii ii ii Deflector at OF the Spld*l Tee to the Duter u n Minimum Distance Surface of the Wall From Wall < ) n(w) 40•F (4•C) 0 0 1 0 )KMay Ioe allowed up to 18' (457 mm) for certain FM 30•F C-1•C) 0 0 0 Installations. Refer to the appropriate Installatlon standards, 20•F (-7•0 4 (100) 0 0 Inrludlno NFPA 13 and/nr FM I nss Prpvpntlnn Dntn Sheet 2-0. i0'F (-12'C) 8(203) 1(25,4) 0 o•F (-18•C) 12(305) 3 <76> 0 wwThe protected area refers to the area below the telling, The ambient temperature Is the tem erature at the discharge end of the sprinkler. -20'F (-29'C)14 (356)6(I52) 3 (76) values lksted, use he next cooler temperature. -30•F (-34•0 16(406)8 (203)4 (102) X)KwThe minimum required barrel length Is not the some as the 'A' dimension. -40'F (-40'C)18(457)8(203)4 (102) -507 (-4610 20(508)10(254 6 (152) Refer to Figures 3, 5, and 7 for the 'A' dimension. -0F (-5110 20(5W 10(254 6 (152> Exposed minimum barrel lengths are Inclusive up to 30 mph wind velocities. Figure 9: Dry Horizontal Sidwall Sprinkler Required Minimum Barrel Length Based on Ambient Temperature in the Protected Area (Adjustable Standard Dry HSW Sprinkler is Shown) Seal (or equivalent f Seal method) Clearance Opening Insulated Wall Insulated Wall Dry Sprinkler Seal on the Exterior of the Wall Dry Sprinkler Seal Within the Wall Figure 10: Dry Sprinkler Seal(Adjustable Standard Dry HSW Sprinkler is Shown) Form No. F_073091 20.02.19 20.1 Replaces Form No.F_073091 Rev 19.3 (Revised approval specifications for 20375U.) Page 1 of 5 ® VK2021 STANDARD RESPONSE PENDENT 41K] SPRINKLER (K8.0) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. DESCRIPTION The Viking VK2021 Standard Response Pendent Sprinkler is a small thermosensitive � glass bulb spray sprinkler available with various finishes and temperature ratings �' t 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. 2. LISTINGS AND APPROVALS it C @US UL Listed: Category VNIV A F M FM Approved: Classes 2001, 2015,2043 urna,eu I S: 7 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: 3/4"NPT(20 mm BSPT) Nominal K-factor: 8.0 U.S. (115 metric") WARNING:Cancer and Reproductive Harm- Glass-bulb fluid temperature rated to-65°F(-55°C) wwwP65Warningsca.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 Deflector: Stainless Steel UNS S30400 Pip Cap Shell-UNS-S44400 Pip Cap Disc-Stainless Steel UNS-S30100 Belleville Spring-Beryllium Nickel UNS-N03360 Pip Cap Seal-Polytetrafluoroethylene(PTFE) Compression Screw: Brass CW612N, CW508L, UNS-C36000 or UNS-C26000 Shipping Cap: Polyethylene Bulb: Glass, nominal 5 mm diameter Finishes and temperatures: Flnish Brass Chrome White Polyester Black Polyester ENT Suffix A F M-/W M-/B JN Temperature 135 IF 57"C 155 IF 68°C 175 TF 79°C 200 TF 93°C 286°F 141 "C Open Suffix A 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 VK2021 is available through a network of domestic and international distributors.See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_020916 19.06.10 Rev 19.5 Replaces Form No. F_020916 Rev 19.1 (Removed NP-4 Escutcheon;added new wrench PIN 22940) Page 2 of 5 VK2021 STANDARD NJ1K1W*j8RESPONSE PENDENT SPRINKLER (K8.0) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Vikinq website for the latest edition of this technical data a e www.vikin rou inc.com IeINFORMATION Instructions; Using the sprinkler base part number, (1) add the Suffix for tile desired Finish .. the suffix for the desired Temperature Rating. Sprinkler Size 1: Finishes 2:Temperature Ratings Base Part NPT BSPT , Max.Ambient Ceiling No. Inch mm Description Suffix Nominal Rating Bulb Color Temperature Max. Suffix 19923 3/4 -- Brass A 135°F (57 °C) Orange 100°F 38 °C A 19935 -- 20 Chrome F 155 °F (68 °C) Red 100°F(38 °C) B White Polyester 4.6 M-AW 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 I Z Example: 19923MBM=VK2021 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. U to 6 s rinklers: Part number 01724A available since 19711. B. 6-12 Sprinklers: Part number 01725A(available since 1971). Footnotes I. Where a dash(-)is shown in the Finish suffix designation,insert the desired Temperature Rating suffix See example above z• 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 coaling for installation in corrosive environments. e• 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 3/4"NPT 20 mm BSPT 2„ (51 mm) Figure 1: Sprinkler Wrenches Figure 1:Sprinkler Dimensions Form No. F_020916 19.06.10 Rev 19.5 Page 3 of 5 VK2021 STANDARD ° RESPONSE PENDENT SPRINKLER (K8.0) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com APPROVAL CHART Finish(es) " Viking Standard Response Pendent Sprinkler Temperature(s) A 1 X KEY VK2021 K8.0 (115 metric) Maximum 175 PSI (12 Bar)WWP Escutcheon(s),If applicable 1 Sprinkler Base Thread Size Listings and Approvals' Part Number' NPT BSPT UL FM Inch mm 19923 3/4 -- Al, B2X, 133Y Al, B2X, 63Y 19935 -- 20 Al, B2X, 133Y A1, B2X, B3Y Approved Temperature Rating Codes: 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 Codes: 1 =Brass, Chrome, White Polyester 3,4, Black Polyester 3.4, and ENT'-' 2=Brass, Chrome, White Polyester 3.4, and Black Polyester 3,4 3= ENT4,e Approved Escutcheon Codes: X= Installed with Viking Recessed Escutcheons Models NP-1, NP-2, and NP-3, or Viking Standard Surface 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. 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 Listed as corrosion resistant. e FM Approved as corrosion proofing for corrosive environments. DESIGN CRITERIA- UL cULus Listing Repuirements: The Viking VK2021 Standard 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, Ordinary, and Extra Hazard 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 Approval Reauirements: The Viking VK2021 Standard Response Pendent Sprinkler is FM Approved as standard 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_020916 19.06.10 Rev 19.5 Page 4 of 5 ® VK2021 STANDARD RESPONSE PENDENT SPRINKLER (K8.0) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1.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 I VIP r i 0. i 1 �r 11• � '}' w IR+�� Figure 3: Recessed Installation (with Recessed Socket Wrench) "A 1l2"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 ` V MMMMM:rt � - 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. moo** Figure 4: Recessed Installation (with standard Installer's Wrench) Form No. F_020916 19.06.10 Rev 19.5 Page 5 of 5 VK2021 STANDARD NJIKJNG* RESPONSE PENDENT SPRINKLER (K8.0) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1.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 Q wrench flats. of the finished ceiling. •J 1 1061 i ,I It Ir 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 a Thread-On Recessed Escutcheon j Ceiling opening size: Escutcheon �1 Minimum:2-5/16"(59 mm) _. (NP-3 Outer ring has a Maximum:2-1/2"(64 mm) larger diameter) t Min. 13/16" 5 16" r Min. 1 / I� (21 mm) (24 mm) Max. 1-7/16" Max. 1-3/4" (37 mm) - — (44 mm) Ceiling opening size: I �I Minimum:2-5/16"(59 mm) Maximum:2-1/2"(64 mm) - fl 1-7/16" I I (37 Imm) - I Standard Surface-Mounted Escutcheon Figure 6: Installation Dimensions with Viking Escutcheons Form No. F_020916 19.06.10 Rev 19.5 Replaces Form No. F_020916 Rev 19.1 (Removed NP-4 Escutcheon;added new wrench PN 22940) .# a O c O x D z N Z y N 1 m m —a �. C „ c m G) C 1 r mI Z O x i CO) D O m $ CA rn a F 2 = s m m m ° z .9 1 518"STR 0 O N m T`I / ♦J p`mp /m\ — PIPE >D n --�— D n T�2 0 T D �� -1 r Z to m -t n " m m m N 6 ' N X8 w Px X 30 $ N mT x m m x a o jj z ' - yt"�-_ 'o c' m J N N ( z N N O x q T,�pQ E7f - 1 -i S. W \ IJ m xx_ Ij • m D m _ G i g n 'D N A Nr i b �✓ Wig"p, g r FBI = r �F�D9y 9 >� �1 _ rn m rn i m m _A 1. 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Finish Trim Finish uan' --- - ----------- ISz Z n _ mp N - nl°.°.'.Tol'.w."vaaaa ReeLOuwu -- Pendent Reliable RAD912 1 Fa& 25.2 165°F 5ooze 27 +I Z m -`m �i: y E [o«Ta.[Tw�T: ------- • Pendent VIKING VK2021 3: Standard 8 155°F White White 14 FlaeFanTettln„„„,„„L.EHa,raTe Fire Protection < D >i < PATTI90N o6ENERALRCCNTRACTCR• FLOW: Skfewall Vki VK152 'A Standard 5.6 155°F White Plain Barrel 3 ceanncnrE OFC Em«m«owe saosa "'cDl«.0 Pendent Miaohret VK3021 'A Quick 5.6 200°F Ch.me Chrome 8 '.1,fojscm�a.a13 ,•.•o•E• ...o •.r• •oE•.•.• 'O *'A w3 vl.iTCE --"—"-"—'--"- - — DATE OF TEST: - Total=50 cosco Flee P.oLenion,Inc. o LI rio e n r n p n n m rSFALE 0FHC1oE D N [ D D n e D cos N m o 0 N Z N e n n 0 n n m lukwllo,wa:M1i ton 98 dB d • coFvtlo m a DETAIL$ ' �: cd I[C614383360•fm 1' I+as 2 • J G Np e S o -'IVNIxo • CONTRAS I1c.N5E.:COMCOFP110NM i aiF--tu°c ' MANTO- •LOS ANGELEM•FF6N0•SAN FRANCn E N P � O o.AN Nv 406 N �f m -0"BUS ING OVERALL A2? m Z t t50'-0"EXISTING t50'-0"EXISTING t50'-0"EXISTING T w 9 -1 A x In fLfl m 0 0 z Z Z 2 m m N N Z 2 T T 'e 9 ----------- ----�J'�--- A i i+ Z ra C U�t W O M D Z = C X O f ------- -- ---- Z 2 5 ------ ------1g------ Z 15WSTRUT i9 D r - El El4 PIPE 4',e z-0x C 0 M + W - tip 1p do n ,x M O s•e'ax do0 X g s Hai 48: 17, ' b � w z L! 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Finish Trim Finish n• y== n " o _ ii ^ RESIDUAL: Pendent Reliabb RA0812 1 Fast 25.2 185°F Branze 27 wasxwaroa armor. _ E corvr"ncr w.rf.� _ __. ._. __ • Pendent VIKINO VI¢021 % Standard 8 155°F White White 14 Plaa: .a:„R aRarara Fire Protection 0 . a 1 ATTSION 13ENERAL CONTRADTOR• FLOW: Sklewall Mld VK152 x Standard 5.8 155°F White Plain Barrel 3 .. a n .gf _x .o„o„o w:°areoef e��LOINou _._. _ - _- PenM Mkrow VK3021 x Quick 5.6 200°F Ch— Ch— 8 leis-w�s•°M a°n,,.°9 J N " C o A �� 9 9 mow rvo rrt�t: -- DATE DF TEBT: Total=50 r� FlaProleet on,lna ; rv".�norm � ��1�..°n�s, D D ; Me P r 0 G a a a 1a• w N 0 " 110.- r .al P Z p Z A P ? 2 y NORTH PIMINO PLAN ti ��'' q,as• .was • --.._' 1� � °a lIDsl 9eaxo.rm l:Ds)aa"asss a ala.."tw" �a coMnnpoRuce"se s:coscowllown P y Z 0 s....................... ....a sAN gEGO•LOS nNc6a.frearvo.UN FRnNC4C0 O p SUIRE•US VEGAS•SPOKnrvE•oErv�Ex• 11-IMMENEMON aWl all rl I.F!, ISO NIS I I IN " I I ISO OMEN No mg, ON IRS SUN IN---- N "WI, -I ISM IMENNM , MIN MEN EN, IMMESIN SMIS NOW,, "EMMEWWWW"I'll MENN" a IRMIN as, ,MINE ON- O"N"I"MEM,01 is m."I.- m ENIN WN M, MW somms INS- SNOW OM IMMEN, --- --—------IMES, L-A`-- P.A. 2 nkler Aend ---��ZAL RTAXP 719"MM ------------------------------ W41M 1. COSCO I IIIAII -;A7T�I-;�;;�6KNERAL CONTRA-D.. L......... Fire Protection .2-NE�P�-B.T2-T BUILDION3 U D J-- RIB.... 7 7, v K!m 7� J 11-1"ITITLI SUM EWFICE BDUYH P-ING PLAN C-11 .............------------- i NOTICE TO PERMITEE AND/OR OWNER PARTIAL APPROVAL 0 CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: �,L{-1 q M ❑ PM I DATE: I - uh OB ADDRESS: C'c)[O !c 7"-� W /`✓F PROJECT: TYPE OF INSPECTION•=pr n�I e� �)Q, i -�v - ✓�� '' t'={ OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $SO REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-35S1 Cl CALL FOR REINSPECTION Iv �r I THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY- FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE p PLANNING o CIVIL p BUILDING CITY OF ARLINGTON :,,;, NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY 1 �q APPROVED PERMIT#• 3�I�� I AM/PM (DATE: JOB ADDRESS: X010I V-14' 1 ve Al F LOT#: PROJECT: [e&, wJ S06, TYPE OF INSPECTION:Sp`.n 1tl e C F OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ 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. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE 0 PLANNING M CIVIL M BUILDING CITY OF ARLINGTON Y� . CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#:3479 20101 67TH AVE NE Permit Expiration Date: 04/06/2021 Parcel#: 31051400200700 Valuation: 12360.00 OWNER APPLICANT CONTRACTOR Gayteway Business Park,LLC Cosco Fire Protection,Inc Cosco Fire Protection P.O. Box 1727 4308 S 131st PL 4308 S. 131st PL Bellevue,WA 98009 Tukwila,WA 98168 Tukwila,WA 98168 206-438-3360 206-438-3360 L1C:COSCOFP110NM EXP:01/14/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Fire Sprinkler CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC 110/IRCI10. 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. Ian C - . - Ian Cass 11/25/2020 �FsE qs. v Signature Print Name Date Released By Da e 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.Test shall include all new pipe/components from point where connected to existing overhead branch line. 5. Separate water flow switches required on drops to paint booths. 6. Sprinklers in paint booths shall be covered with cellophane bags having a thickness of 0.08 mm(0.003 in.)or less or by thin paper bags. 7.As no paint booth details were provided with fire sprinkler drawings,additional fire sprinkler requirements may be made in the field by Arlington Fire Department after visually examining paint booths. 8.Mechanical tee cut-outs shall be tied to sprinkler piping and be visible at time of cover inspection.9. Installations of fans in warehouse are required to be centered between four(4)ESFR fire sprinklers. 10. Sidewall fire sprinklers were called for on plans,but none were found during plan review. 11. Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 12. Owner shall be provided with a set of approved plans and associated documents for their files. 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 11/25/2020 Fire Sprinkler Permit $375.00 11/25/2020 Processing/Technology Fee $25.00 11/25/2020 Fire System Plan Review $217 02 11/25/2020 Credit Card Surcharge $18.51 Total Due: $635.53 Total Payment: $635.53 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon y �� FIRE SPRINKLER PERMIT APPLICATION ItNGV� 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 N e Project Address: Parcel ID#: Project Valuation: $12,360.00 Number of Heads: 53 Building Area(Sq Ft): 1978 Owner: Clearwater Spa Phone Number: 206-900-2935 Address: 20015 67th Ave NE City:Arlington State: wa Zip Code: 98223 Contact Person:Ian Cass Phone Number: 425-606-1810 Cell Phone: 425-606-1810 Email: icass@coscofire.com Address: 4308 S 131st Place City:Tukwila State: Wa Zip Code:98168 Contractor: C osco Fire Protection Phone Number: 206-438-3360 Address. 4308 S 131st Place City:Tukwila State: WA Zip Code:98168 Contractor's License Number: C0SC0FP110NM Expiration:1/04/2021 Contact Person: Ian Cass Email:icass@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 7e%ot erty will be in accordance with the laws,rules and regulation of the State of Washington. a -Y 10/08/2020 Applicants Signature Date Ian Cass Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received WEB Forms—131 Page 1 of 1 6116LP SCOPE OF WORK 1. INSTALL 3 NEW AUXILIARY WET FIRE SPRINKLER SYSTEMS IN 2 NEW PAINT BOOTHS AND 1 "DRY ROOM". , Clearwater Phase 2. RELOCATE 6 ESFR SPRINKLER HEADS, PLUG 6 UNUSED OUTLETS AND ADD 25 NEW ESFR HEADS TO G". o w ACCOMMODATE NEW FULL HEIGHT WALLS. /O.0 off 20015 7th Ave NE 3. ADD B BAFFELS TO MAINTAIN ESFR SPACING. V STRUTCLAMP WIRE TIE- o� 2'A"SPRINKLER LINE- a GENERAL NOTES ul a PENDENT SPRINKLBAFFLE- Arlington WA■ 98223 G `gs 7 1. ALL SPRINKLER DESIGN TO BE IN ACCORDANCE WITH NFPA 13, 201 6 AND THE CITY OF ARLINGTON. $008 1/4"Leg/TEKScrew with FerMerW er �y WIRE TIE 2. NON-ESFR SPRINKLER SPACING IS 1 00 SQ FT FOR EXTRA HAZARD. " U� -2WS KLERU E EN SPRINKL 3. ESFR SPACING IS 1 00 SQ FT PER NFPA 1 3 201 3 B.1 2.2.2.1 BAFFLE 4. ALL MATERIALS TO BE NEW U.L. LISTED OR F.M. APPROVED. ozraoiol,7F a woocUmetal ru um 2'-0 S. ALL HANGERS AND SWAY BRACING TO BE INSTALLED IN ACCORDANCE WITH NFPA 13, 2016. r T EET METAL N I m G o "APPLE 6. ALL WET PIPE TO BE BLACK SCHEDULE 1 O/ 40. 02W 9 %..HOLE > yyy D 7. 1" PIPE TO BE THREADED W/THREADED FITTINGS. 1-1/2" PIPE TO BE GROOVED WITH PAINTED GROOVED a :-.2 ` BAFFLE FITTINGS. a ; o UNI.STRUT TO HORIZONTAL STRUCTURE POINT OF CONNECTION ` ♦� �® A4 Jo��� 3 X T MECH TEE _ Flex_ible_Graoved C_ou"ing ", ,"u,", ♦ DRYHORIZINTALSIDEWASIDE ` \,, ♦ \a �� $ ® -EXHAUST DUCT 12 BELOW , �. 1,•. ,� m N M m° _DECK EO BRACE ♦ � . ` POINT OF CONNECTIO�N? L u 3x2 MECH TEE \ c T X 10'-10 12" ♦ Elexibl_e Groov lin V �,, ii c o 1-1-RUTS— /$' HILT TZ \ - '�g E 3 W v "Rzz . KWIK BOLTS by 2"Xa-61/2 vo y s STRUr CIAMP " • ♦ 2"X,3-10/ v \ 2"X11-112"/ 9-11,3-11 V 2"X 10'-101/2 �a 10-7 12,a-8" 2"X 11-1 1/2/ ` - \+ V v RY HORIZINTAL SIDEWALL INSIDE EXHAUST t O A^ �L\ \ 1a'-7 12,0-6" 1„X,,_2 UGT 12"BELOW ROOF DECK \' 12 E .LL 9 R+V 11/2"X1-11/2' ♦ v\ \ #BR22-STRUT BRACKET HANGER TX1T-1� „n'x4'-3 � �_ �� o i-- ti 1"X4'-10 V A \ y'�'�'� 1 1/2"x 8'-3/ \�, v� \,r •0 12 r V N 1 12"X 1'-7 T 2"X 13'-1012/ \ Fle>able Grooved Couping J `o 1'X 0-2 1/2" 6"-10 12,T-0 2"X 13'-6 ^! 1O fO -__ 112•x21'-0/ Y �' "X 1a-0 `y l!-, 00 1'X r-9 \ 0.7,10-0,1a-0.ob r v\ �'' s'-z o-s vz" x y V POINTOFCONNErx 7-4 C 3x112"GRV.CON. CER o A 9�Y � �rLLmm� ♦ 112"X7-012 1 12"x zr-0/ 4'-2 12,1V-0,V-912 1 12•x to-7/ cp ?f Ii n 2 x 0-612" T W-91/2,U-912 a! f f 1"X O-912"T P� -- C6 T T �Q�G. DRAT 1 12"X Y-2 12/ 1 X 0-3 NI (7 a= 1"BALL VALV LL.2 a312",0-6",T-10,04' _ T8- 4 n o P(E) NCHLINE �„ 1"PLUG �-' 2 ---- T MECH TEE DETAIL T' 2 XD6,2 ,"XT-1012 T LOW POINT DRAIN Ta r It rn It 2 X 1 DRAIN 90 1 X 0-3 NIP I"BALL 1"PPLUGVALVE / \ E • \a ♦♦♦ PIPE STAND - PIPE STAN D m ♦® c � 4r\a O .. < L TOP OF PAINT BOOTH u D D T= TYPICAL xozv,s rscuPwrao 4 F w o a FIG.980 SWIVEL -1�4 1X0-2Y2 SPRIG UP W/90 LOW POINT'618AIN xia DROP W/,%3nR N E 4 0 1"SCH.40 PIPE 2 X 1 DRAIN 90 1XO-6 ARM OVER W/90 1 X0-3 NIP T° `\ I� �\, 1X2-41/z DROP W/1X3/4 R 1.BALL VALVE FIG.4L � q5.�q 1"PLUG \+ 1> xoss seam urwi so ' FROM VERT. ♦ \+ CONTROL VALVE;BUTTERBALL %,'��w/W�4 �1-3 H PAINT BOOTH DETAIL SOUTH PAINT BOOTH DETAIL DRY ROOM DETAIL A NTH B BCALE: NT8 SCALE: NTH ��D LONGITUDINAL SEISMIC BRACE Areas Of Work E 0 u F° LEGEND T a - I °m N TOP OF PAINT BOOTH • 1 . FIG.980 SWIVEL - �wu Avenue Northeast wi Avenue No Paint Booths _:-� I - Dry R om w_` �`e _ ] O. 45-59 EXISTING PIPE ------------ -� y, ; F m z F 1"SCH.40 PIPE FROM VERT. r,Ll wox Fk^o ; W NEW PIPE a -- n DNQ O EXIST NG HEADSESFR ®® HEADS I I , _ - FIG.1000 11001 FAST CLAMP LATERAL SEISMIC BRACE VICINITY MAP ^ SITE PLAN BCALE: NT8 Z I SCALE. NTS 0 R •f I-WAY CM RACE f� sae NTeRL�Ne A..... O ........ SCALE AS N—E. DRAWN BY NRI SIECT ND. FP 11.00 Clearwater Phase 2 0 WIRE TIE STRUT CLAMP 2''A"SPRINKLER LINE— yO\ PENDENT SPRINKLER OW- 1 J w BAFFLE 6 V gS "7 2_p�o -�<gs WIRE TIE TOP OF PAINT SOOTH °o'g 1IN'LaglTEKScrew with Fender er m TOP OF PAINT 600TH pOn� _ u o 214"SP KLER LIE FIG.980 SWIVEL FIG.980 SWIVEL EN EPRINKL -�.� °° 1"SCH.40 PIPE 45-59 BAFFLE • FROM VERT. /8' HILTI TZ 1'SCH.40 PIPE ,va°ueisaaM—KEr v , FIG.4L c 45-59 KWIK BOLTS FROM VERT. t'-'-.. eo Z'-0 aTnUTCL1MP •• O ; v OZIHO/�l a ru ure I z L((�/�/''//JJ�r v�ra FF—LEEra. n BAFFLE FIG.10D0/1001 FAST CLAMP HOLE O 1 C " M g 02W J(E) NCHLINE � I.ee I rc iiiE ��"y>F i BAFFLE UNISTRUTTO HORIZONTAL STRUCTURE #BR22—STRUT BRACKET HANGER MECH TEE DETAIL LONGITUDINAL SEISMIC BRACE LATERAL SEISMIC BRACE I LL� 11 r 3r I m�0 F t45'-0"EXISTING �f) � t5(l EXISTING D t5(l EXISTING t50'-0" EXISTING t5(l EXISTING /q 1 6 POINT OF CONNECTION- 3x1% m MECHANICAL �11, c E 110, T-8 IP 1 I p II I A 1�i I - ry ryI` I o�iw ohs o T.;-Y0'-0 5 11 1-6 0' T I m$r r E ,n Q e9 a Z j M1 o X 28'-0 r W LL LL LL LL - O TALLY, ;, ❑ I� ����� eq q I N eOr i F q Q 4 mmmbro If) i1 r 1 F� 9r , ' to I 1 1 q DR I;ROOM ,o�F Y .} I �LLNbtl I 17 1 12-0CEILING ^ I. 1� C 1 � ROOM TEMP � � I V1 1 CI_ I u CONNECTION- '- i� .9 :. I _ A A REDUCER 2 4'2h UNISTRUT 1+/:" q'-2h 1 I I I Y I 1 Y I 1 1 1 II II 1 j. ° ° BI 1 I I I I I 1 I I I 1 1 BAFFEL 3X1 MT u/ I 1 9X1 Mr 1 BAFFEL II 1 Y ^A MAIN TO CONCRETE TILT 5 5 I I I I I I 1 I I II II 1 — I 1 1 II I II I UP WALL 4 I ❑ ElI I ElII I 1 P m II 1 1 I I I u '1J u I I I I I I 1 II 1 a 1 I I II 1 1 I r F�gNg 1 I I I I I 1 1 I 1 I I 1 1 I I I I I I BAFFEL 3X1 MT' 3X1 MT BAFFEL 1PLUMBING 50'X42' I I 1 JETTING 39'X36' II I DRILLING 36'X36' Y 5 E 1 TUBING I I I I I I 7'-4 Z I L h II I _ I STORAGE 1 I 1 I H q 1 II e'-1ai I I 1 BAFFEL 3X1 MT' I 3X1 MT 1 BAFFEL I I I 3 W 4 ❑ ❑ ❑ _ .. o I I 10'-0 I 10 2 8'• 10'-0 F-2'/a T-0 d 10%0 10'-0 '-0 ! 10'-0 1 5!-0 ---- ._. _- < m G E pl n a U =6 EAD FOR LL HEIGHT LL 1 j `Imp ` ° +1 3X1 MT I 3X1 MT 1 1 1 I I I II BAFFEL Rh BAFFEL 1 I I I I 3X1 M7 R 3x1 MT 3X1 MT -0 3X1 MT R 3x1 MT I 1 I II PLUG PLUG PLUG - A 3x1 MT A 3X1 MT A 3X1 MT 3X7 MT 3X1 MT Af3X7 IS I I II I Y 1 1 I I I - II 1 I 1 I I II � 1 1 .— 1 sw I ❑ I I - II 1 1 ❑ 1 1 I I SKIR--SHOP 5'z% 1 TOCI NG 3 30'X40' 1 I 1 I I C ❑ I =� ry� I I N D g p I Ifi I T I 1 - Z p I II I I 1 I < am ' i I a N iao B 1 I II 1 1 I I Z"m POINT OF I• ..ol"CROSS F LOW PAINT BOOTH I I I I 1 1 1 1 Fwa =wzm w= N,oo LL CONNECTION- Kp1' I I I I I I I I < 3 'Zaa '� Z k' 15'-OX14'-3 a ; a sxz ��� +T I I II 1 1 I I ;mc iZz MECHANICAL ry} try 3'-6 TALL 1 p I I 1 1 1 I rcw .F"o = F 9 0 1 1 I I I 1 I I I no aN ; D ti + .o.ry. �w,.o '� '� ❑ n nr°,a °u arc o = - � �i se" I I I I- II I I I o p I Ir � T T I � J I I 1 J I Iry4�o� I 1 I O Y I I I Z I 1 I� LD9 D D/ CONTINUES ON FP 1.1 .o.. LLJ ' i dCd CONTINUES ON FP 1.2 EMTEauHE w.v.v. E „ p , o..au c xereac ee �- �E+ue�E evurur,v DATE: BE 29,2D2D NORTH PIPING PLAN SCALE AS NOTED, zc oLE: ,ie = - SHEET NO. STRUT CLAMP WIRE TIE 2'N SPRINKLER LINE o a �1 gw S. PENDENT SPRINKLER O'0 � R BAFFLE O S TOP OF PAINT BOOTH WIRE TIE TOP OF PAINT BOOTH O 1!4"lag?EK Screw with Fender W er m . N r 2'b"SPRINKLER LI E FIG.980 SWIVEL Om a-ww FIG.980 SWIVEL / l s� "C'3a�w< EN SPRINKL Q °° 1"SCH.40 PIPE 45-59 UGTW "gp BnPFiE J 1"SCH.40 PIPE FROM VERT. G- 15�° \`—#', p V H I LTI TZ FIG.4L® qq55{{y° b g 15IB'UNI aq.erwcKEr ° KWIKBOLTS FROMVERT. , u N re 2-0 sTRUTCUMP S (E)BRANCHLINE. E�, ,u — FIG.1000/1001 FAST CLAMP Q BAFFL O�IW E --. M."HOLE 0.1 I Ci ........... " �� BAFFLE MECH TEE DETAIL LONGITUDINAL SEISMIC BRACE LATERAL SEISMIC BRACE #BR22-STRUT BRACKET HANGER W UNI-STRUT TO HORIZONTAL STRUCTURE W W N poY CONTINUES ON FP 1.1 > I�Oe ego CONTINUES ON FP 1.2 ! I t d^�t n Z 3rx r r a 8 V LZ r N O 1 O c _ +1 LL e 3su r - - c2 =e ILLm3+V 5 'LLLLLLLL v d al `o C Y M �E`u v Z rn LO X b 1 LL.@yp o III n I I I II II I I I I I B l � S 6 A IISX1 MT A 13X7 MT A I13X1 MT A�3X1 MT A3X1 MT ]'A'WX 7 MT A SX1 MT JJ A 1 p I I I I I ! I N F p I II II I I 1 I J F I I I < a � � o o •• m R W 0 LZ r 4 � r - �•I Me z 0 Fo Zp 0J N vm Zm e a z o 11 we WIP = g17m w 3 �2 a x 3u0 IL o �mZ0 ' Z �1. 11 fi Volume Low Speed IMT.S)Fans. The installs 4 W `�' `a _ D No n [il°va °c n N lion of[AIS fans in buildings equipped with sprinklers,in- lMiing ESFR sprinklers,shall complti With the following t45'-0"EXISTING AL t50'-0"EXISTING t50'-0"EXISTING t50'-0"EXISTING AL t50'-0"EXISTING e maximum fan diameter shall be 24 ft(7.3 m 1. t246-C r EXISTING OVERALL the IRIS fan shall be centered approximately beats r adjacent sprinklers. The vertical clearance from the MIS fan to sprinkler L E D C B d lNector shall be a minimum of 3 ft(09 m1. :Ul IINIS fans shall be interlocked to shut down immed ` atelr upon receiving a waterflow signal from the alarm s� NTE0.L1NC••• sutem in accordance with the requirements of ATM 72. Clearwater Phase L E c'L R FeRCNC S-E: AS NOTED SOUTH PIPING PLAN 21 OLE: 1/4 =le0 SHEET NO. SCALE-� FP 11.2 Date: 04/02/2026 Permit#: 3479 Permit 10/08/2020 Date: Review 10/08/2020 Date: Permit FIRE SPRINKLER Type: Review FIRE SPRINKLER Type: Target Date: 10/22/2020 Scheduled 00:00 Time: Completed 11/10/2020 Date: Description: 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. Test shall include all new pipe/components from point where connected to existing overhead branch line. 5. Separate water flow switches required on drops to paint booths. 6. Sprinklers in paint booths shall be covered with cellophane bags having a thickness of 0.08 mm(0.003 in.) or less or by thin paper bags. 7. As no paint booth details were provided with fire sprinkler drawings, additional fire sprinkler requirements may be made in the field by Arlington Fire Department after visually examining paint booths. 8. Mechanical tee cut-outs shall be tied to sprinkler piping and be visible at time of cover inspection. 9. Installations of fans in warehouse are required to be centered between four (4) ESFR fire sprinklers. 10. Sidewall fire sprinklers were called for on plans,but none were found during plan review. 11. Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 12. Owner shall be provided with a set of approved plans and associated documents for their files. Review Status: Assigned FIRE To: Time In: 00:00 Time Out: 00:00 Hours: 2.0 Review Items 01.Application Requirements Property Information Parcel#: 31051400200700 Gayteway Business Park, LLC Gayteway Business Park, LLC P.O. Box 1727 20101 67TH AVE NE Bellevue, WA 98009 Zoning: 399 Other Miscellaneous Manufacturing NECLot: Block: Permit#: 3479 Permit Date: 10/08/20 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: Ian Cass Phone: 206-438-3360 Email: icass@coscofire.com Scope of Work: Fire Sprinkler alteration Valuation: 12360.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 11/25/2020 Permit Expires: 05/24/2021 Form Permit Type: Status: LASERFICHE 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 10/08/2020 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. 3.Cover inspection required. 4.Hydrostatic test required:200 psi for 2 hours minimum. Test shall include all new pipe/components from point where connected to existing overhead branch line. 5.Separate water flow switches required on drops to paint booths. 10/08/2020 FIRE SPRINKLER 6.Sprinklers in paint booths shall be covered with FIRE cellophane bags having a thickness of 0.08 mm(0.003 in.) or less or by thin paper bags. 7.As no paint booth details were provided with fire sprinkler drawings,additional fire sprinkler requirements may be made in the field by Arlington Fire Department after visually examining paint booths. 8.Mechanical tee cut-outs shall be tied to sprinkler piping and be visible at time of cover inspection. 9.Installations of fans in warehouse are required to be centered between four(4)ESFR fire sprinklers. 10.Sidewall fire sprinklers were called for on plans,but none were found during plan review. 11.Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 12.Owner shall be provided with a set of approved plans and associated documents for their files. Fees Fee Description Notes Amount Fire Sprinkler System Commercial NFPA 13/13R $375.00 Processing/Technology $25.00 Fire System Plan Review Table 4-1 $217.02 Credit Card Service $18.51 Total $635.53 Attached Letters Date Letter Description 11/25/2020 Building Permit 10/08/2020 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 11/18/2020 Ian Casss 83483444 $617.02 11/18/2020 83483444 Raelynn Jones $18.51 Outstanding Balance $0.00 Notes Date Note Created By: 10/08/2020 Emailed applicant for business license Raelynn Jones Uploaded Files Date File Name 10/11/2021 9865852-3479 IC 2.17.2021.pdf 10/11/2021 9865853-3479 IC 1.7.2021.pdf 10/08/2020 7494465-Clearwater Spa Fire+phase+II+FP.pdf 10/08/2020 7494454-Clearwater Spa Fire Sprinkler System Permit Application 1 MOzB 1 aSmFt86p.pdf Permit#: 3479 Permit Date: 10/08/20 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: Ian Cass Phone: 206-438-3360 Email: icass@coscofire.com Scope of Work: Fire Sprinkler alteration Valuation: 12360.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 11/25/2020 Permit Expires: 05/24/2021 Form Permit Type: Status: LASERFICHE 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 10/08/2020 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. 3.Cover inspection required. 4.Hydrostatic test required:200 psi for 2 hours minimum. Test shall include all new pipe/components from point where connected to existing overhead branch line. 5.Separate water flow switches required on drops to paint booths. 10/08/2020 FIRE SPRINKLER 6.Sprinklers in paint booths shall be covered with FIRE cellophane bags having a thickness of 0.08 mm(0.003 in.) or less or by thin paper bags. 7.As no paint booth details were provided with fire sprinkler drawings,additional fire sprinkler requirements may be made in the field by Arlington Fire Department after visually examining paint booths. 8.Mechanical tee cut-outs shall be tied to sprinkler piping and be visible at time of cover inspection. 9.Installations of fans in warehouse are required to be centered between four(4)ESFR fire sprinklers. 10.Sidewall fire sprinklers were called for on plans,but none were found during plan review. 11.Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 12.Owner shall be provided with a set of approved plans and associated documents for their files. Fees Fee Description Notes Amount Fire Sprinkler System Commercial NFPA 13/13R $375.00 Processing/Technology $25.00 Fire System Plan Review Table 4-1 $217.02 Credit Card Service $18.51 Total $635.53 Attached Letters Date Letter Description 11/25/2020 Building Permit 10/08/2020 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 11/18/2020 Ian Casss 83483444 $617.02 11/18/2020 83483444 Raelynn Jones $18.51 Outstanding Balance $0.00 Notes Date Note Created By: 10/08/2020 Emailed applicant for business license Raelynn Jones Uploaded Files Date File Name 10/11/2021 9865852-3479 IC 2.17.2021.pdf 10/11/2021 9865853-3479 IC 1.7.2021.pdf 10/08/2020 7494465-Clearwater Spa Fire+phase+II+FP.pdf 10/08/2020 7494454-Clearwater Spa Fire Sprinkler System Permit Application 1 MOzB 1 aSmFt86p.pdf Date: 04/02/2026 Permit#: 3479 Permit 10/08/2020 Date: Review 10/08/2020 Date: Permit FIRE SPRINKLER Type: Review FIRE SPRINKLER Type: Target Date: 10/22/2020 Scheduled 00:00 Time: Completed 11/10/2020 Date: Description: 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. Test shall include all new pipe/components from point where connected to existing overhead branch line. 5. Separate water flow switches required on drops to paint booths. 6. Sprinklers in paint booths shall be covered with cellophane bags having a thickness of 0.08 mm(0.003 in.) or less or by thin paper bags. 7. As no paint booth details were provided with fire sprinkler drawings, additional fire sprinkler requirements may be made in the field by Arlington Fire Department after visually examining paint booths. 8. Mechanical tee cut-outs shall be tied to sprinkler piping and be visible at time of cover inspection. 9. Installations of fans in warehouse are required to be centered between four (4) ESFR fire sprinklers. 10. Sidewall fire sprinklers were called for on plans,but none were found during plan review. 11. Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 12. Owner shall be provided with a set of approved plans and associated documents for their files. Review Status: Assigned FIRE To: Time In: 00:00 Time Out: 00:00 Hours: 2.0 Review Items 01.Application Requirements Property Information Parcel#: 31051400200700 Gayteway Business Park, LLC Gayteway Business Park, LLC P.O. 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