Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PP - 17651 SOUTHCENTER PKWY - FLOOR N DÉCOR - PERMITS AND PLANS
17651 SOUTHCENTER PKWY ASSOCIATED PERMITS 21-18 20-18 4-18 (HAZMAT LINK) D17-0217 M17-0198 18-F-014 18-S-004 D18-0039 17-F-249 Date: 6/23/18 CITY OF TUKWILA TEMPORARY SPECIAL EVENT PERMIT Permit #21-18 By virtue of The Provisions of the International Fire Code adopted by City of Tukwila Ordinance, Engine Shop Agency/Floor and Decor located at 17651 Southcenter Parkway having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given, and the PERMIT is granted *To operate a temporary business license per 5.04.010.9 and 5.04.020 of the Tukwila Municipal Code. Please use Washington State Department of Revenue code 1729 when reporting your retail sales tax during your special event. *To use temporary signs per 19.24.050 of the Tukwila Municipal Code: Temporary Sign condition Temporary signs allowed only for the duration of the event (but in no case more than 30 days) shall comply with the following requirements: Temporary Signs Up to two temporary signs per permit. The total area of all temporary signs displayed may not exceed 64 square feet in sign face area. Also refer to TMC 19.24 for additional requirements for placement and setback of temporary signs. Additionally, per TMC 19.12.020, the City does not regulate signs that are not discernable from adjacent properties or public right-of-way. 19.24.050 General Provisions for all Temporary Signs A. Placement. Temporary signs may only be placed on the wall fronting the tenant space of the applicant that has been issued the temporary sign permit or on the associated premises. The sign must be securely attached, either to the wall if located on the building, or securely tied to stakes located in a landscaped area. Display of temporary signs in any other manner, except as outlined by this code, is strictly forbidden. B. Setbacks. All temporary signs not attached to buildings shall be placed a minimum of five feet from all property lines. No temporary sign more than three feet in height shall be placed within the sight distance triangle of a vehicular access point unless it can be demonstrated the sign will not pose a safety issue by reducing visibility. This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -June 23, 2018- '4' -,,,, Fire Marshal THIS PERMIT MUST BE POSTED AT THE EVENT SITE MENTIONED ABOVE. Special Event Permit.dotx Rev. 7/14/16 Date: 6/21/18 Permit #20-18 CITY OF TUKWILA TEMPORARY SPECIAL EVENT PERMIT By virtue of The Provisions of the International Fire Code adopted by City of Tukwila Ordinance, XLR8, LLC/Floor and Decor located at 17651 Southcenter Parkway having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given, and the PERMIT is granted *To operate a temporary business license per 5.04.010.9 and 5.04.020 of the Tukwila Municipal Code. Please use Washington State Department of Revenue code 1729 when reporting your retail sales tax during your special event. *To use temporary signs per 19.24.050 of the Tukwila Municipal Code: Temporary Sign condition Temporary signs allowed only for the duration of the event (but in no case more than 30 days) shall comply with the following requirements: Temporary Signs Up to two temporary signs per permit. The total area of all temporary signs displayed may not exceed 64 square feet in sign face area. Also refer to TMC 19.24 for additional requirements for placement and setback of temporary signs. Additionally, per TMC 19.12.020, the City does not regulate signs that are not discernable from adjacent properties or public right-of-way. 19.24.050 General Provisions for all Temporary Signs A. Placement. Temporary signs may only be placed on the wall fronting the tenant space of the applicant that has been issued the temporary sign permit or on the associated premises. The sign must be securely attached, either to the wall if located on the building, or securely tied to stakes located in a landscaped area. Display of temporary signs in any other manner, except as outlined by this code, is strictly forbidden. B. Setbacks. All temporary signs not attached to buildings shall be placed a minimum of five feet from all property lines. No temporary sign more than three feet in height shall be placed within the sight distance triangle of a vehicular access point unless it can be demonstrated the sign will not pose a safety issue by reducing visibility. This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -June 21 thru July 21, 2018- Fire Marshal THIS PERMIT MUST BE POSTED AT THE EVENT SITE MENTIONED ABOVE. Special Event Permit.dotx Rev. 7/14/16 Date: 3/20/18 TUKWILA FIRE DEPARTMENT OPERATIONAL PERMIT 4-18 By virtue of The Provisions of the International Fire Code adopted by City of Tukwila Ordinance, Horizon Retail Construction, Inc. located at 17651 Southcenter Parkway having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted for installation of or modification to an LP -gas system per International Fire Code 105.7.12 and for the storage and use of LP -gas and operation of cargo tankers that transport LP -gas per Chapter 61 of International Fire Code 105.6.28. This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -Life of the Project- Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. Operational Permit Long 2017.dotx Rev. 6/8/17 TFP #2 27/W # V-A( 3 -zo --/. TUKWILA FIRE DEPARTMENT OPERATIONAL PERMIT APPLICATION PER INTERNATIONAL FIRE CODE, SECTION 105, OPERATIONAL PERMIT(S) ARE REQUIRED FOR ANY PERSON, FIRE OR CORPORATION TO USE A BUILDING OR PREMISE OR ENGAGE IN ANY ACTIVITIES FOR ANY OF THE FOLLOWING PURPOSES LISTED BELOW: ( ) To use, store or handle flammable or combustible liquids. (I.F.C. 105.6.16, Ch. 57) ( ) To store, transport on site, dispense, use or handle hazardous materials. (I.F.C. 105.6.20, table #105.6.20, Ch. 50) To store and use LP -gas and operate cargo tankers that transport LP -gas. (IFC 105.6.27, Ch. 61) ( ) To operate repair garages and automotive, marine and fleet motor fuel -dispensing facilities. (I.F.C. 105.6.39, Ch. 23) ( ) To operate a place of assembly. (I.F.C. 105.6.34, Ch. 10)) ( ) To conduct hot work. (I.F.C. 105.6.23, Ch. 35) ( ) To conduct a spraying or dipping operation utilizing flammable or combustible liquids or the application of combustible powders. (I.F.C. 105.6.41, Ch. 24) ( ) To use any building or portion thereof exceeding 500 sq. ft. for high -piled combustible storage. (I.F.C. 105.6.22, Ch. 32) ( ) To store, transport on site, dispense, use or handle at normal temperatures and pressures compressed gases in excess of the amounts listed in Table #105.6.8. (I.F.C. 105.6.8, Ch. 53) ( ) To erect or operate a tent pr air -supported temporary membrane structure having an area in excess of 400 square feet, or any canopy in excess of 700 square feet. (I.F.C. 105.6.43, Ch. 24) () APPLICATION IS HEREBY MADE BY THE UNDERSIGNED FOR A PERMIT TO (USE, INSTALL, CONDUCT) IN OR ON THE FOLLOWING PREMISES: Business Name:: /�,e_°I DQcc2 Address: / 76 5,c5,17-2-4 hj��` j`7T/r7 2Drt WITHIN 30 DAYS, THIS APPLICATION AND YOUR CHECK PAYABLE TO THE TUKWILA FIRE DEPARTMENT IN THE AMOUNT OF $ /(O- ua, MUST BE RETURNED TO THE TUKWILA FIRE MARSHAL'S OFFICE, 6300 SOUTHCENTER BLVD., #209, TUKWILA, WASHINGTON, 98188. Operational Permit App.doc Rev. 3/7/14 T.F.D. FORM F.P. 6 -4e City of Tukwila Temporary Special Event Permit Application You May Email Application To: TempSpecialEvents@TukwilaWA.gov Or You May Deliver Application to: City of Tukwila, Fire Marshal Office, 6300 Southcenter Blvd, Ste 209, PH# 206-575-4407 No Fee for Event Application. A permit fee may apply depending on event. Please allow 10 -15 business days for issuance of permit. ASSIGNED PERMIT # Event Contact Information Name of Organization Sponsoring Event: Floor & Decor Date of Application: 4.25.18 City of Tukwila Business License: UBI# Event Contact Name: Erica Sieler Phone # 404.654.2850 Email Address: erica@engineshopagency.com Mailing Address: 1170 Howell Mill Road, Suite 315 Atlanta, GA 30318 Event Back Up Contact Name: David Wasserman Phone # 770.712.0626 Email Address: dwasserman@engineshopagency.com Type of Event —Ex: Sidewalk/Parking lot sale, Live Musical Performance, Type of Event: Grand Opening Event Carnival, Block Party, organized walk, run, bike ride, etc. SCALED SITE PLAN OF EVENT IS REQUIRED ATTACH BROCHURES / FLYERS / POSTERS OR MAILING ADVERTISEMENT / ANNOUNCEMENT OF EVENT Dates of Event: June 23rd Hours of Operation: 4 Number of Event Volunteers: 6 Address / location of event: 17601 Southcenter Pkwy, Tukwila, WA 98188 1715`7 Will the event be held at any time during non -day light hours: No Private Security provided: No Will the event be held Streets, Trails Will streets need to If Yes, what streets indoors and Parking be closed: and for how or outdoors: — Attach No long: Outdoors Trail In Parking lot: route, Parking Plan and / On Sidewalk: maps, written to be closed: No of traffic plan required location trail need narrative What trail? Trail route/site Will any portion of a City When and how long: Parking; On street: Off street: I If yes, what streets will be used: 1 How will parking be directed / controlled: Free parking in parking lot, regular store operations with event additions Live Music or Amplified Sound or Voice — TMC Noise Code 8.22 — Refer to Code for Complete Information TMC Noise Code; allowable times 7am — 10pm Monday through Friday 8am — 10pm Saturday and Sunday Use of PA System? No If DJ; Name of DJ: If live music event / performance — Name of performer / group: Start Time: Stop Time: City of Tukwila Temporary Special Event Permit Application - page 2 SCALED SITE PLAN REQUIRED TO SHOW LAYOUT OF EVENT ASSIGNED PERMIT # Restroom / Washing Facilities and Garbage Collection and Disposal NO Hand Washing Permanent Restroom Portable Restroom: YE �� Available: YES FA NO F� Station: YES NO FA Garbage Receptacles: YES FA NO fl Qnty: Garbage Collection and Disposal Plan: Electrical / Propane / Gas Usage — location must be included in scaled site plan Using liquid propane gas / open flame: YES E NO F, For cooking: For heating: Portable generators used: YESENO F, Type: Cord & Plug Hardwire Temporary Structures — location must be included on scaled site Tents: YES TA NO ❑ Qnty: 3 Dimensions, including height: 1 OX1 Electrical Service for / at the event, includinc extension cords: YESE NO plan O use of power / Trailers / Cargo Containers: YES LI NO FA Qnty: Dimensions, including height: Temporary Stages: YES E NO F, Qnty: Dimensions, including height: Scaffolding: YES E NO FA Temporary Water Meter needed: YES IJ NO FA Selling / Serving - Food / Alcohol Selling / Serving Alcohol: YES NO FA WA State Liquor Lic. # Selling / Serving Food: YES FA NO ❑ King County Food Permit #TBD- Truck options are permitted RCW 69.54.445(1) STATES THAT IT IS UNLAWFUL. TO OPEN A PACKAGE CONTAINING, OR CONSUME, MARIJUANA, MARIJUANA - INFUSED PRODUCTS OR MARIJUANA CONCENTRATES IN VIEW OF THE GENERAL PUBLIC OR IN A PUBLIC PLACE Event Entertainment Motorized Carnival Inflatable Floats: YES NO FA vehicles: YES NO FA Rides: YES NO FA Bouncers: YES NO FA Fireworks: YES E NO FA Animals: YES NO FA Types: Booths/ Vendors: YES NO FA Signage — criteria for temporary signage to be followed — max 2 signs, up to 64sqft total, shown on site plan Temporary Signs / Wind Animated Banners: YES FA NO Qnty: 2 Dimensions: 2- 15X8 Objects: YES NO FA Searchlights: YES NO FA CHECKLIST Completed Application Scaled Site Plan Event Fivers / Brochures Insurance - If Required The applicant may be required to procure and maintain proof of minimum insurance 1 full business day prior to the event and for the duration of the event naming the City of Tukwila as Primary and Non-contributory Additional insured. Applicant also agrees to defend, indemnify and hold the City, its officers, officials, employees, representative and volunteers harmless from any and all claims, injuries, damages, losses or sults including attorney fees, arising out of or in connection with activities or operations performed by the Applicant or on Applicant's behalf out of issuance of this Permit, except for injuries and damages caused by the sole negligence of the City. Signature certifies ance of terms and infoRnation profided Is accurate: Signature) AID Date 4.25.18 Layout Food Truck (26'x6') II Tent (10'x10') Scissor Lift (8'x2'x10') PI Tables/Chairs FLOOR (IE DECOR .4114 City of Tukwila Temporary Special Event Permit Application You May Email Application To: TempSpecialEvents@TukwilaWA.gov Or You May Deliver Application to: City of Tukwila, Fire Marshal Office, 6300 Southcenter Blvd, Ste 209, PH# 206-575-4407 No Fee for Event Application. A permit fee may apply. depending on event. Please allow 10 -15 business days for Issuance of permit. ASSIGNED PERMIT # zn /F Event Contact Information Name of Organization Sponsoring Event:( Date of Application: lob( P�cf- CSIv it City of Tukwila Business License: UBI# Event Contact Name.�i-e..1 Vi C'.�e... Phone # 3C0 �5�1 p13 ,105 Email Address:y 1_ tra_ee gixlrsu.co i.yelne Mailing Address: ; 1(J?')j S , p "-P t�-1 1 � LAP n �r {�cr Event Back Up Contact Name: Phone # Type of Event —Ex: Sidewalk/Parking lot Email Address: sale, Live Musical Performance. Carnival, Block Party, organized walk, run, bike ride. etc. Type of Event: G SCALED SITE PLAN OF EVENT IS REQUIRED ATTACH BROCHURES / FLYERS / POSTERS OR MAILING ADVERTISEMENT / ANNOUNCEMENT OF EVENT Dates of Eventh[ot 11\ ill, d7�.1II6 Ili -lours of Operation: Number of Event Volunteers: , Address / location of event: 1'1(6 6'Sy w_ny er—Park Will the event be held at any time during non -day light hours: Private Security provided: ijik ZS "l t ,event e �c'l\5 ko D�.2. OU. fD Will the event e nal mdoor3or oors. In Parking lot: On Sidewalk: Streets, Trails and Parking - Attach Trail route, Parking Plan and location maps, written narrative of traffic control Will streets need to be closed: Will any •ortion of a City trail need to be closed: What trail? If Yes, what streets and for how long: When a d how •ng: Trail route/site plan required i Parking; On street: Off street: yes, what tree - '' . = used: How will parking be directed / controlled: k Live Music or Amplified Sound or TMC Noise Code; allowable times Vcice 1 - TMC Noise Code 8.22 - Refer to Code for Complete Information - lOpm onday through Friday Sam -10pm Saturday and Sunday Use of PA System? If DJ; Name of DJ: If live music event ! performance - Name of performer / group: Start Time: Stop Time: City of Tukwila Temporary Special Event Permit Application - page 2 SCALED SITE PLAN REQUIRED TO SHOW LAYOUT OF EVENT ASSIGNED PERMIT # - - o•m "as ing aci i res and arbage Collection and Disposal Permanent Restroo Portable Restroom: YES / Available: YES / rN0 10 Hand Washing Station: YES / 0 Garbage Receptacles: YES / NO Qnty: Garbage Electrical / Propane 1 Gas Usage — location must Using liquid propane gas / open flame: YES,/ `N J Collection and Disposal Plan: be included in scaled site plan For cooking: For heating: Portable generators used: YES NO Qn ical Se • = for / at the Event , including use of power / extension cords: YES / a Temporary Structures — location must be included Tents: YES / NO Qnty: Di enslons, including on eight: scaled site plan Trailers / Cargo Containers: YES NO Qnty: Den :nsions, ludin, height: Temporary Stages: YES /..C.2.; • nty: Di - nsions, ncluding he • ht Scaffolding: YES / NO Temporary Water Meter needed: YES .,la� Selling / Serving - Food / Alcohol Selling / Serving Alcohol: YES I NO A State Liq or Lic. # Selling / Serving Food: YESNO King County Food Permit # RCW 69.50.445(1) STATES THAT IT IS UNLAWFUL PRODUCTS OR MARIJUANA CONCENTRATES Event Entertainment Motorized vehicles: YES / Carnival Ri, TO OPEN A PACKAGE CONTAINING, OR CONSUME, MARIJUANA, MARIJUANA -INFUSED IN VIEW OF THE GENERAL PUBLIC OR IN A PUBLIC PLACE s: r • ill nilatable Bouncers: YES NO Floats: YES / NO Mel Fireworks: YES NO 14 • _ Bocths/Vendors: YES / N Signage — signage location must be shown on site plan • Temporary Signs / Benne YES / NO Qnty: SeDiimmennss`io C" d Wind Animated Objects: NO Searchlights: YES / NO ecK Completed Application Scaled Site Plan Event Flyers / Brochures Insurance— If Required The applicant may be required to procure and maintain proof of minimum Insurance 1 full business day prior to the event and for the duration of the event naming the City of Tukwila as Primary and Non-contributory Additional insured. Applicant also agrees to defend, indemnify and hold the City, its officers, officials, employees, representative and volunteers harmless from any and all claims, injuries, damages, losses or sults including attorney fees, arising out of or In connection with activities or operations performed by the Applicant or on Applicant's behalf out of issuance of this Permit, except for injuries and damages caused by the sole negligence of the City. Signature certifies acceptance of terms and information provided is accurate: Signature Date Floor & Decor: Decor includes HAS inflata le, pennants and AdverSails. HAS inflatable Cloudbuster balloons And pennants. AdverSails City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 DATE: Tukwila, Washington 98188 (206) 431-3670 PERMIT NO. TEMPORARY AND SPECIAL EVENT SIGN PERMIT APPLICATION �'k. Business Nam pplicant \ Contact Please print \-\6c\ Sof. �c - Address of Sign Address, City, Stat °+31D—(6,ht c2 xl05 Phone oaL, i- 0\23 x 10 Phone CHECKLIST AND SIGN DESCRIPTION Check each item Required Application Materials ❑ Application fee, see land use fee schedule. 2 Sets of the Following Drawings: ❑ Drawing of sign(s) showing dimensions and text ❑ Drawing of site showing sign(s) location ❑ Building elevation if sign is on a wall Temporary Signs (Banners or Rigid) ❑ New ❑ Renewal Number of previous renewals: Businesses are permitted to display temporary signage up to 30 days per calendar quarter. A separate permit is required for each separate display of signage within the quarter. Total number of temporary signs to be displayed: Each business, institutional, or multi -family complex may have up to 2 temporary signs at one time, total size of both signs must be less than 64 square feet. Number of temporary sign permits issued to this business within this calendar quarter: Type of Construction: ❑ Cloth banner ❑ Single -face rigid material ❑ Multi -face rigid material Temporary sign size: square feet per side Date display to start: Date Signs will be removed: 'Temporary signs may be displayed for up to 30 days. Sign must be removed by the end of that period. W:\New Sign Code\Forms\Sign-Temporary, 2010.l0.06.doc when completed Message on Banner(s): Special Event Signage Each business is permitted one special event permit every 24 rnonths. Multi -Family and institutional uses in residential zones may have a special event permit issued up to 12 times per year. The following types of signage are only permitted under a special event signage permit. Mark ALL that apply to your permit: ❑ Banners permitted as outlined under the "Temporary Sign Section of this application i� Strings of Pennants ❑ Streamers ❑ Searchlights ❑ Clusters of Flags Q( Wind -animated objects g/ Balloons ❑ Other similar devices Duration: For businesses, the permit is good for 30 days. For multi- family and institutional uses, the permit is good for up to 72 hours. Date of the last special event signage permit issued: Display Start date End date CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan(a,ci.tukwila.wa.us TEMPORARY AND SPECIAL EVENT SIGNS SIGN CODE GUIDE A temporary sign, such as a banner, is a sign erected for a limited time to advertise special business, real estate or other events. All uses within the City are permitted one temporary sign per quarter to be displayed up to 30 days. Typically, the City will issue a temporary sign permit over the Counter at the time the application is made. Special event signage, such as banners, balloons, or search lights, are typically used for grand openings and other special events taking place at a business, school, or office. Each business is permitted one special event sign permit every 24 -months. Multi -family uses and institutional uses in residential zones are permitted up to 12 special event sign permits per year. Use Type of Sign Maximum Sign Area Maximum # of Signs Other Standards Regular Temporary Signs Cloth, vinyl, rigid plastic or cardboard. 64 sq. ft. if 1 Banner 32 sq. ft. if 2 Banners Total of 2 per business at any time. Both can be displayed for up to 30 days once per calendar quarter. Special Event Permit Signs Searchlights, Balloons, Pennants and Carnival -style displays Banners cannot exceed 32 square feet in area. No size limit on balloons, wind animated devices, or pennants. No limit Each business may have one special event sign permit every 24 months, each good for 30 days. Multi -Family and institutional uses in residential zones may have 12 special event sign permits every year, each good for 72 hours. Temporary Window Signs Cloth, vinyl, rigid plastic or cardboard. 6 sq. ft. each Up to 15% of ground floor transparent windows No permit required. Windows must look into an area open to the public on the same building face as a public entrance. Holiday Decorations Decorations No Limit No Limit No permit required if located entirely on Private Property. I HEREBY CERTIFY that the above information furnished by me is true and that the applicable requirements of the City of Tukwila will be met. I understanding that providing incorrect information is cause for the City to deny the permit or, if the permit has been issued, revoke the issuance of the permit. (Signalt�te of owrlor authorized agent) Date ( c13L- :s\-C).Z. $ O Phone FOR OFFICE USE ONLY Planning O Denied Reviewed by: Date: Comments or Conditions: ❑ }Zy'St}tlijr Sign Cutdc\Purm,\Sign-Taupurary. 2010.10.06.duc O Issued with conditions Permit expiration date: a E O fJ crs -e, cn 0 0 Ci) CO Ca Your Exterior Signage Solution Approx. 15 Ft. TOP TETHER STRAP o - g o jr z w z z a_ o w = LLJ wINZ� I-- D F--4 J LJ.LLJ We use 4 to 8 a Lu IL Lu 440 rtiev IFFE SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: \71t\ 6'0444 .\44'{ Tenant Name: c`to'C' Got King Co. Assessor's Tax No.: Suite Number: Floor: New Tenant?� - Yes ❑ - No Property Owner's Name: Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. h� Jt , Name: ,(10\64e5 t\irk Day Telephone: Z3 ' � 3113 Company Name: 5 a,4rtN It40109y Mailing Address: k Q i3ot M 5 I l0►(ft \ v4 A City State p Zip Fax Number:025g —gp5 ^3175 Contractor's City of Tukwila WET III number: 1'3 7a 1 q Business License number: Total number of new/relocated devices or sprinkler heads: O Valuation of Project (contractor's bid price): $ 4 t,6011 Scope of Work (please provide detailed information): [ 4r �' ite Efi+lot\ dyliel E-mail Address: kNt‘`he 5 Al °m -Tea\ • co PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER I HORIZED A NT: Signatur Print Name: S� Plan Permit App.doc Date: \#7/1(1/17 Day Telephone: d 5 3 ^Qb 1 - 3113 8/22/14 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** TU King Co. Assessor's Tax No.: Site Address: V7 60 t S . (cEk-r\-PK t"),-1 Suite Number: ` Floor: Tenant Name: Fl --00(2- XtJ New Tenant? Yes ❑ - No Property Owner's Name: Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: 3 (ke'1)1\1/4( Day Telephone: 2-5-32-5-3 ?44 `rJer..) Company Name: Vet 1/ tP&E P Mailing Address: 5 Atte .( IN O pu1/4-(414 , p, 90371 J Z - C'O City Fax Number: State Zip E-mail Address: 11/4(0e D PSD Ar'l �"� R� Ig ^ n Contractor's City of Tukwila NICET III number: "I —0S15 (. Business License number: Total number of new/relocated devices or sprinkler heads: g Valuation of Project (contractor's bid price): $ Jul/ 000. 6'0 Scope of Work (please provide detailed information): 00 met ' ' 1 NJ 51k1.1. A -1-10r' Q t- til w ?,pc- spzet S7 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I UNDER PENALTY OF PE FOR THIS PERMIT. BUILDING 0 Signature: Date: /2 — g «g G,, _ LS"3 - 64(0 - ,9 00 Print Name:'f Day Telephone: D AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE HE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY Plan Permit App.doc 8/22/14 TFD FP Form 8 t' FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Floor And Decor 17601 Southcenter Parkway Permit No.: 18-S-004 Date: January 4, 2018 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 "for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 �h inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). c • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2016 Edition. March 07, 2018 City of Tukwila Department of Community Development VANESSA MASELL 355 UNION BLVD - SUITE 301 LAKEWOOD, CO 80228 r2L RE: Correction Letter # 1, Revision #2 DEVELOPMENT Permit Application Number D17-0217 FLOOR & DECOR - 17651 SOUTHCENTER PKWY Dear VANESSA MASELL, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: FIRE - R DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • Based on the latest information that has come to light, the following corrections are needed for this project: 1) The wall hydrant on the SW side (backside) of the building is in very poor condition and obviously has not been maintained. A standard fire hydrant needs to be installed at roughly the same location. 2) Removing the PIV at the vault will result in Ashley Furniture not having a required exterior indicating valve (PIV, WIV) for their fire sprinkler risers. A PIV or WIV will need to be installed for each Ashley Furniture sprinkler riser along with an exterior weatherproof bell/strobe. 3) All exterior indicating valves will need to be electrically supervised by the buildings' fire alarm system and protected from potential damage from vehicular impact as necessary. 4) A fire department connection (FDC) is required to serve each sprinkler riser in Ashley Furniture. 5) A total of 3 wall indicating valves (WIV) shall be installed for the 3 sprinkler risers in Floor & Decor. 6) All fire appurtenances installations shall conform to City of Tukwila standards. 7) Please show the entire fire loop water line for the site on the revised drawing. PLANNING - R DEPARTMENT: Minnie Dhaliwal at 206-431-3685 if you have questions regarding these comments. • Please provide a reconnaissance study from a wetland/watercourse biologist that the area around illegal dumping/around southeast corner of the building is not regulated under the city's sensitive areas ordinance. If the proposed addition is within the buffer of a regulated sensitive area, then it must comply with TMC 18.45. A special permission application is required for a buffer reduction request. PW - R DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • Prior to Public Works approval the following review comments from our NPDES Inspector, Mr. Russell Betteridge, (206) 713-1793 russell.betteridge@tukwilawa.gov need to be addressed. 1. I responded to an illegal dumping at the subject site (photo 422,423) where an unknown party dumped refuse from a restaurant tenant improvement. Waste items included a walk-in refrigerator, seating area material, neon 1505 WESTLAKE AVE. N. SUITE 305 SEATTLE, WA 98109 February 27, 2018 City of Tukwila 6300 Southcenter Boulevard, #100 Tukwila, WA 98188 T 206.522.9510 F 206.522.8344 W W W. PACLAND.COM Subject: Tukwila Floor & Decor (D17-0217) — Revision #2 Summary (version 2) This comment response letter addresses modifications to civil plans made as part of D17-0217 Revision #2. Sheet D-1.0 Removal of existing riser line and wall -mounted hydrant on south side of the building. Revision per direction from Al Metzler (Tukwila Fire). Fire loop now shown per available information along the west and south sides of the site. Revision per direction from Al Metzler (Tukwila Fire). Sheet C-2.0 - Information added regarding existing storm drainage infrastructure along the rear of the site and near the SE corner of the building. Revision per Russell Betteridge (Tukwila NPDES Inspector). Sheet C-3.0 - Addition of wall -mounted PIVs and FDCs. Revision per direction from Al Metzler (Tukwila Fire). - Addition of external hydrant at rear of building to replace removed wall hydrant. Revision per direction from Al Metzler (Tukwila Fire). Modification of water line improvements at SE corner of building to reflect reconnection of water loop running behind the rear of the building. Sheet C-7.0 - Addition of fire hydrant and water valve details. If you have any comments or questions regarding the above responses or the submitted materials, please feel free to contact us at (206) 522-9510. Thank you. Sincerely, Luke Randles, P.E. RECEIVED CITY OF TUKWILA MAR 1 4 2018 PERMIT CENTER AEVISIONN0.2 V11-0211 RECiE1V CITY OF TU WILD PE 7 2013 MIT CENTER RED HAWK A,) FIRE PROTECTION, LLC December 21, 2017 City of Tukwilla Attn: Fire Sprinkler Plan Review Re: Response to Telgian review comments 801 Valley Avenue N.W. Suite 0, Puyallup, WA 98371 Phone: (253) 840-9900 1 Fax: (800) 591-4382 REDHAHF901 OP This letter is the response to the telgian review of the Floor and Decor Project dated 12-15-17 Item #1 Comment: Drawings do not indicate if column sprinkler protection will be provided at columns with in rack storage in excess of 15 -ft. RHFP Response: Column Protection at rack storage has been added to plan and clouded. Item #2 Comment: Due to the size of the existing backflow preventer the riser manifold and manifold supply piping is not large enough to produce required water volume for the backflow forward flow test. As such, the fire sprinkler contractor shall upsize the proposed 4 - inch supply/manifold piping to 6 -inch in order to provide required water volume. All calculations shall be updated using the new arrangement. RHFP Response: Manifold has been upsized to 6" and incorporated into calculations Item #3 Comment: Confirm the type of doors to be utilized at the receiving dock. Provide sprinkler protection beneath roll up doors if they create an obstruction to sprinkler discharge. RHFP Response: Door types not exactly clear at this time. Sprinklers will be added as needed during installation to comply. Item #4 Comment: The fire sprinkler contractor shall be responsible for final coordination with the work of all other trades, with regard to the separations required from the sprinklers to prevent spray obstructions. RHFP Response: RHFP will comply. Item #5 Comment: Ensure complete compliance with all items included in the contract documents. RHFP Response: RHFP will comply Item #6 Puyallup Comment: Coordinate drain location/wall penetrations with the General Contractor and specifications to ensure that proposed locations are acceptable prior to installation. RHFP Response: RHFP will comply Item #7 Puyallup Comment: Ensure all exposed fire protection system piping (located in the storage areas) shall run as tight as possible to the structure to provide as much clearance above the finish floor as possible. Main piping shall be above the bottom of the joist girders per the contract documents. RHFP Response: The Structure is Glu -Lam beams. Branchlines will be installed 6" below the beams and the mains will be installed as high as possible. There is approximately 15-0 of clearance from the highest level of storage to the bottom of the structure. me w RedHawkFP.com Page 2 of 2 tdgerr ENGINEERING S CONSULTING MINDS 1 COOgOUM{ 1 LUPUS I AMMO December 15, 2017 Adrian Holiday Stewart & Reindersma Phone: 480-515-5123 Email: adrian@sra360.com Re: Floor N Decor 17601 South Center Parkway Tukwila, WA 98188 Subj: Contractor Fire Sprinkler Shop Drawing Plan Review #1 Dear Adrian, Telgian has reviewed the following documents prepared by Red Hawk Fire and Security for compliance with the applicable project specific requirements listed. The documents were received by Telgian on December 06, 2017. Documents Reviewed: • Fire Sprinkler Shop Drawings Dated: 12-5-2017 • Hydraulic Calculations Dated: 12-5-2017 • Material Data Sheets Not Dated Project Specific Applicable Requirements: • Telgian Bid Specification Drawings dated 8-29-2017 • Telgian did provide a PMSR dated 3-17-2017 • NFPA 13, 2016 Edition We Accept, with comments as noted below, the submitted documents for fabrication and/or installation. The following items must be addressed and corrected and should be re -submitted for review. 1. Drawings do not indicate if column sprinkler protection will be provided at columns within rack storage in excess of 15 -ft. 2. Due to the size of the existing backflow preventer the riser manifold and manifold supply piping is not large enough to produce required water volume for the backflow forward flow test. As such, the fire sprinkler contractor shall upsize the proposed 4 -inch supply/manifold piping to 6 -inch in order to provide required water volume. All calculations shall be updated using the new arrangement. TELGIAN ENGINEERING & CONSULTING ENGINEERS • CONSULTANTS • ANALYSTS • ASSESSORS EMERGENCY MANAGEMENT & OPERATIONS CONTINUITY • ENGINEERING, DESIGN & CONSTRUCTION ENVIRONMENTAL, HEALTH & SAFETY • FIRE PROTECTION ENGINEERING • RISK MANAGEMENT & LOSS CONTROL • SECURITY RISK CONSULTING 4001 Kennett Pike, Suite 308, Wilmington, Delaware 19807 USA www.telgian.com December 15, 2017 Floor N Decor—Tukwila, WA Sprinkler Plan Review #1 Page 2 of 2 3. Confirm the type of doors to be utilized at the receiving dock. Provide sprinkler protection beneath roll up doors if they create an obstruction to sprinkler discharge. 4. The fire sprinkler contractor shall be responsible for final coordination with the work of all other trades, with regard to the separations required from the sprinklers to prevent spray obstructions. 5. Ensure complete compliance with all items included in the contract documents. 6. Coordinate drain location/wall penetrations with the General Contractor and specifications to ensure that proposed locations are acceptable prior to installation. 7. Ensure all exposed fire protection system piping (located in the storage areas) shall run as tight as possible to the structure to provide as much clearance above the finish floor as possible. Main piping shall be above the bottom of the joist girders per the contract documents. We remind the contractor that while this review is an integral part of this project, it does not relieve them from their responsibility to comply with the applicable provisions of the specifications along with the mandated codes and standards. Nor should this examination be construed as a check of every item in the submitted documents and does not prevent authorities from hereafter requiring corrections of errors in plans or installation. If you have any questions or comments, please contact Telgian at 480-521-6159. Sincerely, Joshua T. Belli, CFPS, CET Senior Fire Protection Consultant Telgian Corporation TUKWILA FIRE MARSHAL'S OFFICE Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date (911 \/ 1534 Permit # — - 0\ Property Address,\ 65) se k\tis ?\c,\/') y City TUKWILA Zip Code' b6 Name of Facility C1'OCR - b.e Coy t1 Occupied as Owner or Representative \) qh s tAq5 t\1 Installing Company 5 Ma gTe(1\ Qt4gY Installing Contractor's Address O ' a\I 5 City'CgCO Installer's Name (PRINT) License and/or Certificate Alar qk @q General Contractor 74 --ted! Electrical Contractor L liic-w FACP Equipment Manufacturer ct‘C� L\r Suite # Phone# ?PO -yy5^4397 Phone # 953 - 566- 3013..? %L / 2 i1 0 7,2,0 f 0kr)d vE' 3 k 6 Model # %0$ This system has b- en 'nstalled, .re -tested and operates accordance with the standards listed below and was inspected by On (date) C1 1• `•2 1$ and includes the devices listed on back. Circle all that apply: NFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions x Manufacturer's Instructions Other (specify) _ Tukwila City Ordinance Numbers 2050, 11 UL Central Station Mo • 1, •' II% System is monitored by JeC a 6e Ne t SIGNE Date System Firmware: Installed version Checksum Date Initial program Installation Revisions and Reasons Programmed by -tee As -G401A c j' Date € ire. +o flotIN EQUIPMENT INSTALLED AND TESTED: Control Panel of Manual Station of()._ Smoke Detectors j of L Heat Detectors j of 0_ Duct Detectors of 12 A/V Devices r of t Audio Devices%\1'A`°3f 33 Visual Devices \ of , Auto Door Release o of 0 Trouble Indictors of Batteries Readings Battery Make/Model S JSOB Make/Model VA Make/Model ` k —p r Make/Model 1 Make/Model Make/Model VA Make/Model 5ythfik 6th 60c e(,,f2 PA, Make/Model y*,(\ 33en5o' Stk Make/Model \v pt Make/Model Full Load AP Charge '.3.3 0 Generator 11 of _ Make/Model HVAC Controls A of k Make/Model 5V 53re tv. 3e {` i.11 1,10 Fire Alarm Dialer of \ Make/Model "Ce 1,1,40 q 1'57 Monitored by r Annunciator of \ Make/Model , \ . 52s(0 Sprinkler System. (Fire Alarm connections only) Water Flow Sw. of3 Make/Model Q6 MI5 Q\ Valve Tamper Sw. of Make/Model PIV *DM 3_ of Make/Model e Y Gd 5 —� Elec. Alarm Bell A_ of A_ Make/Model 3``"��' ,M 6eor L 5.\\ n �(�", Automatic time Delay of Water Flow Alarm ,,,Q! 0 seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes k No Test of alarm System on emergency power, satisfactory? Yes )< No Test Witnessed bye/ c -lac( /16-0pa< Title ,rcrsse .°."{r�1,,--/ Date (o - ! Z -if Comments: Fire Alarm Certificate.doc Revised: 6/17/14 TFD FP Form #110 /Z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Dil-OZIi PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: RON' 1 Sprinklers: Type of Inspection: ,~w c.� Address: Suite #: / %gyp - .�G tiZA-1,1 Contact Per Phone No.: n: / Special Instructions: Approved per applicable codes. COM ENTS: Corrections required prior to approval. e., �GrS /A/sp k/P-rAy _ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:' , Date: 8/4/, g Hrs.: �G 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 i� INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ?A PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Qod n i)c' ( ( Type of Inspectio •• 012, (4—i Fben Contact wertii..ezw-76fiJ �b2✓Per7- on: 14015 Address: Suite #: (-6�( D� S�T 1�-"� y Special Instructions: Permits: Phone No.: Approved per applicable codes. orrections required prior to approval. COMMENTS: nom' e)ikeYt- C.,t n? A&1- -I�iO gra &6. cAi5NMI-6" Q'`J fy��z�i� ,9'p D 19 -opt �i �ra-c Lfis rW5 56 114 /7vC � /N Ems"/07- RY/fr 1(1 gifve=•-- 4- /1-r,( Needs Shift Ins ection: NeW5 Sprinklers: / Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: F-0/ — Date: Wl srlig Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 CORRECTION NOTICE/REINSPECTION FEE Inspector: /-7',7,57 Permit number: PI 7 — 02-/ 7 TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshal (a tukwilawa.gov Business Name:��� T - Type of Inspection: 444-y Location Address: /76'67 R Date : � lY S Contact Person : X21,/4 % rc Phone No. • 97o) A b — 78z0 ACTION REQUIRED : 1-0(01 / y ,L/k'-G .,- ' Aar,- /'�, 4'Y. a'isi y 4�,. ?Ii174/�.� , w CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : Zd / f l FAILURE TO COMPLY MAY RESULT IN THE ISSUANCE OF A M AL CITATION/TICKET. Signature: Billing/Mail n g Address : Attn: Company Name: Address: City: State: Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Rein ,p Fee2.doc Revised 6/17/14 T.F.D. Form F.P. 100 CORRECTION NOTICE/REINSPECTION FEE Inspector: Fling; Permit number: -b'-1- 6-1-4 TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire MarshaWtukwilawa.gov Business Name: 1.%) 41A 04" 'Au 11:i L#1 kkut — ._.11 , C_. v .0 1,... E,,,,,4-1 1vi ki 1 Type of Inspection:11 Location Address: [ to � L � Date : illi z ig Contact Person : . t Er.., . p v Phone No. 49-14 / a t1-7 ol_7 ACTION REQUIRED : 1.%) 41A 04" 'Au 11:i L#1 kkut — ._.11 , C_. v .0 1,... E,,,,,4-1 1vi ki 1 -W ''.7.-....,e) ti/14-4-ci 15 14.., P..4 _ 14a/ 1 TJctir 1. r),= -GL - < /1`4 7 u- `l"°- A14,0044 I4, / i 4&4 i, 06-04 . t Er.., . p v 49-14 / a t1-7 ol_7 cg/V/e -r--- CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : f1f/ FAILURE TO COMPLY MAY RESULT IN THE ISSUANCE OF A CRIMINAL CITATION/TICKET. Signature: Billin g iling Address : Attn: Company Name: Address: City: State: Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reinsp Fee2.doc Revised 6/17/14 T.F.D. Form F.P. 100 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Do- oz -(7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ,...— 4 Dazi,e- Type of Inspection: 4/6/7 Address: Suite #: / .7(Q S -f s'C navy Contact�n: Permits: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: A - , he d /M(t., KA- ,40r,.-0 . Zfier,y-- /J V 74 tare. olevece.41 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: / $2 Date: 6//Y// 8 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Flea, 4 -�.a- Type of Inspection: ,,, 4-(• Address:,Contact Suite #: 76-s/ .SC 1P11 --c( Person: Special Instructions: Pre -Fire: Phone No.: XAPProved per applicable codes. Corrections required prior to approval. COMMENTS: l z 2n( (Al d�.�T aCdro%rs 4c---eetviozewi goevirg 6til (26(1111°1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectors g//4 Date: 6,h�/// f _ Hrs.: /., d v / 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 13-r-©iY —0za-7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:�� 4 \ Type of Ins ection: Address: Suite #: / 76 sy 5(` /0l14v/ Contact erson: Special Instructions: I Phone No.: 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Vslairr SueivA4/Pre-Fire: _ h-fy.. fi,!/40-44 - f 6'4~ 4 olOw n _ I (Q or ceo-/-kcilltS 6c4 45,4-,.10 4 Gr 4 s 1. IA/Alk r Flows k 41,1rA.H 116// s' YNt 1 '/ f!fr«,/ &I/6A OL-¢ic'r 1�-fts Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Vslairr SueivA4/Pre-Fire: Permits: Occupancy Type: Inspector: /SG--= FlaC3 Date: l/13/1 f, Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 v c9 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ��� ���� Type of Ins i n: Address: Suite #: /7 SC,WI Contact Per n: Special Instru ions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 141,ev_ g. 4I *3 PAs #3 2W, s 2Aziati,4 icy, z Wra rs 41@ 2/l /67 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: T ./" U Date: 6p/118 Hrs.: 2.. v $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Inspector: CORRECTION NOTICE/REINSPECTION FEE Permit number: TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshal,tukwilawa. ov Business Name: Qd C ;)f -cd �j Type of Inspection• o Location Address kw 5 S6 Date : 47'5 d Contact Person •lPhone i'lr���lm.�� No.. 7050Y -7d2 o ACTION REQUIRED : /147467/ 6,^) 5 rr-1,� 6-yz- stay -6? -1,, (p'&- , 77.t 4t oh rl Tr)) C0� wLt Aldi 6 g_tf-p_cryts vir.M L,( s /it - CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : FAILURE TO COMPLY MAY RESULT IN THE ISSUANCE OF A C Signatur Billing/Mailing Address : Attn: Address: City: Company Name: State: MINAL CITATION/TICKET. Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reinsp Fee2.doc Revised 6/17/14 T.F.D. Form F.P. 100 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit �Dl'8 — Oa?, 1,8 -S- ooti PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: it— ? 1,-4--citu- ection4 Type of In.6, Address: Suite #: /76st,5G 1io6�w y Contact Person: Special Instructions: / Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: c-0,,,r-t&tof Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: G$. ,a-7 5-3 Date: �- 7 /, R. Hrs.: (, n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 y INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Dfl---O 2-11 &-S - ©O9 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type oar— 4- Sprinklers: of Inspection: Address: Suite #: _ rfer Contact Person: Special Instructions: //W pi. Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: OK- Cz./ cDF-NAck Acre-er&) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector: Oy ice'? Date: cf/a% G Mrs.: (_ c7 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit IS-5-oot PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Proje ` DF' n a Cor Fire Alarm: Type of Inspection: .� o 11LLR C Address: k7 X05 1 Suite #: S <<- �'((1 � `"",� Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: zzb cs,;-„1, z2, -b CDS ak Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:� , ' (Y\ Date: 3' kot\ N 16 Hrs.: 7 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit til I - 0 11 /�-5- of V PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: gat- 7 a.„,..� Fire Alarm: Type of Inspection: 0 lA5ixe- am Address:Contact Suite #: / 75/ SC D‘11 Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Pititif ?et v\See.2.4-L:r..1 (1-) S tiQ et4\- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectors , 5-3 Date: / / j a Hrs.: /_ 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1"1- Ozl 1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: OL�f' . �� `.�_� ,r.. Type of Inspection: 1/► (Of Address: l?. sf Suite #: P/601 Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: WI2LA ^ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: � i--3 Date: //2,7_1I t Hrs.: f_ a l $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 i/ City of Tukwila Fire Department FIRE WATCH REQUIRED Due to the inoperative fire protection system(s) in your facility, you are required to provide a fire watch per City of Tukwila Ordinance #2437, section 16.40.120-D and Ordinance #2436, section 16.42.100-C (see reverse side). The fire watch shall be maintained until the system(s) are operational as determined by the Tukwila Fire Marshal's Office. FAX paperwork to 206-575-4439 to verify the completion of repair work and/or the restoration of system monitoring, in order to end the fire watch. The fire watch is required 24 hours a day. Designated employees may serve as the fire watch during business hours, while performing their regular job. Fire watch personnel must be aware of, and accept the duties of the fire watch. After hours fire watch personnel must be on location and must patrol the building following the close of business. Every two hours they must call 206-971-8737 and leave a message stating the following: 1. Your name. 2. Street address of firewatch location. 3. Time of day. 4. If everything is OK, state all clear. If you discover an emergency during your patrol , call 9-1-1 immediately to report it. Date: 1 / el / ),0 �� Inspectors: /-\kU 504-C, 5 evV` iy Start time: Reason For Fire watch: Mcjy;gy P r ore \Ay hi- Incident #: cl'eM Business Name: ( l(JUY G$ tC./0 Business Address: 6760i SouiNi Ceh}clr Business Phone:n-1 311 9oorKVJGy TuKw; lka. �I Person in Charge: , M.)\ Signature: W — Fire Marshal's Office Y — Owner/Manager Rev. 7/29/14 T.F.D. Form F.P. 41 Tukwila Fire Marshal's Office • Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov Norita Deckard From: Don Tomaso Sent: Friday, January 12, 2018 7:13 PM To: Brenda Holt; Don Tomaso;'dylanbailey@waterdistrict125.com'; Fessenden, Janise; Inna Odemchuk (Inna.Odemchuk@kingcounty.gov); Janine Springer (Janine.M.Springer@usps.gov); Jeremy DelMar; Joanna Fortenberry; Norita Deckard; PSE Addressing - PSE (ServiceAddressCorrec@pse.com); Roman Linsao; scottco@Valleycom.org; Shane Young; 'Tina.c.Fisher@usps.gov'; Valley View Sewer District (valvue@valleyviewsewer.org) Subject: New Address for Commercial Occupancy Importance: High The following address have been assigned for this new project in Tukwila. PIN 35230449088, Floor n Decor — 17651 Southcenter Parkway (is the East half of the Ashley Furniture store 17601) Building permit number is D17-0217, which will divide the building in half with separate fire protection systems. 1 Ashley Furniture 17651 - Floor n Decor Questions let me know. Don Don Tomaso Battalion Chief Fire Marshal City of Tukwila don.tomaso(a�tukwilawa.gov Direct Line 206-971-8723 Office Line 206-575-4407 17855 1 523049107 "You can't live a perfect day without doing something for someone who will never be able to repay you." John Wooden CRED HAWK FIRE PROTECTION, LLC 801 Valley Avenue N.W. Suite D Puyallup, WA 98371 (253) 840-9900 U facidi Vii/Afft FIRE SPRINKLER EQUIPMENT SUBMITTAL FOR FLOOR AND DECOR TUKWILLA, WA RHFP JOB NO. 40107 cl;TABLE OF CONTENTS Section 1 — Pipe and Fittings Description Bull Moose_Eddy Flow Pipe Victaulic_Firelock_Short Pattern_Grooved Fittings Victaulic_No. 67_Groove x Thread_End of Run Fitting Victaulic_Firelock_004_Flexible Coupling Victaulic_Firelock_005H_Rigid Coupling Victaulic_Firelock EZ_009H_Rigid Coupling Victaulic_Firelock_744_Grooved Flange Adapter Victaulic_750_Grooved Reducing Coupling Comments RED HAWK FIRE PROTECTION, LLC Section 2 — Hangers and Sway Bracing Description FPPI_Rod Couplings Hilti_Kwik Bolt TZ_Expansion Anchor Sammy_Sidewinders Sammy_Superscrews Comments Section 3 - Valves and Accessories Description ,taulic_Firelock_705_Grooved Butterfly Valve ?I_Angled Hose Valve (Grooved) Globe_Universal_Manifold Check Assembly Section 4 - Alarms and Supervisory Devices Description Potter PBA & PBD Electric Bell Comments Comments Section 5 - Fire Sprinklers Description Globe_GL1123_QR_Extra Large Orifice Upright_K=11.5 Globe_GL Series_QR_SSP,SSU,SW,Rec Pend_K=2.8, 4.2, 5.6, 7.8, 8.1 Comments Section 6 — Miscellaneous Merit - Adjustable Drop Nipple Globe_Sprinkler Wrenches Argco_Fire Sprinkler Spare Headboxes Anvil_Pipe Out Lets Anvil_Grooved Pipe Out Lets Argco_Fire Sprinkler Pressure Gauges Victaulic_Vic Flex AH -2 Fire Sprinkler Drop Victaulic_Vic Flex AB -1 Bracket 0 Page 1 of 1 C SECTION 1 Pipe & Fittings C C The Cost Effective Replacement for Schedule 10 Realizing the growing need of fire protection systems in commercial and residential construction, Bull Moose Tube has added Eddy Flow to its comprehensive line of sprinkler pipe products. Eddy Flow is a specially engineered replacement for schedule 10, offering better flow characteristics while providing design flexibility. This product is FM approved, as well as UL listed (for U.S. and Canada) for roll grooving and welding for use in fire protection COMPARISON systems with a working pressure of 300 psi or Tess. Please check with appropriate sources for up-to-date listings and approval information. As an added benefit, it is more economical to use than schedule 10 due to reduced delivery costs and ease of handling. Furthermore, Eddy Flow's larger ID provides an opportunity for downsizing and further cost savings. 1 1/4 i 1/2 2 2 1/2 3 4 1.660 1.900 2.375 2.875 3.500 4,500 * Corrosion Resistance Ratio 1.530 1.728 2.203 2.705 3.334 4.310 1.442 1.682 2.157 2.635 3.260 4.260 1.380 1.610 2.067 2.469 3.068 4.026 1.98 3.44 2.78 1.66 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 BENEFITS • Dual Certified to ASTM A135 and A795. • FM Approved for roll grooved, and welded, and plain -end application in wet systems. • UL Listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in wet, dry, preaction, and deluge type sprinkler systems. • UL Listed (for US and Canada) and FM Approved for use with Victaulic® Fl7® Fittings in plain end applications. • Lightweight - saves shipping costs, and offers easier handling. • Can be used with roll grooved couplings or welded outlets for pressures up to 300 psi. • Floor stock available in various lengths produced in Casa Grande (AZ), Gerald (MO), and Masu), (OH). Also can be ordered in custom lengths.. • Can be used for wet and dry* systems. * Eddy Flow can be hot dipped galvanized to meet FM's requirement for dry systems. PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak -tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. (N86 BULL. MOOSE TUBE COIVIPANY A(CRPARO)company 1819 Clarkson Road Chesterfield, MO 63017 (800) 325-4467 FAX: (636) 537-2645 www.bullmoosetube.com e-maii:sales@bullmoosetube.com For additional information, contact your salesperson today at (800) 325-4467 or (636) 537-2600 in the USA, or from Canada call (800) 882-4666 COUS LISTEDa APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incuning obligation 8/08 FireLock° Fittings htauiic �1 10.03 Approvals/Listings: C UL US FM LISTED LPCB VdS Product Description: FireLock® products comprise a unique system specifically designed for fire protection services. FireLock full -flow elbows and tees feature CAD - developed, hydrodynamic design, affording a shorter center -to -end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Victaulic couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. Refer to the appropriate listing agency or approval body for pressure ratings. Pressure ratings vary by agency. Job/Owner System No. Location Contractor Submitted By Date Material Specifications: Fitting: Ductile iron conforming to ASTM A-536, grade 65-45-12. Fitting Coating: ❑ Orange enamel ❑ Red enamel in Europe, Middle East, Africa, and India ❑ Optional: Hot dipped galvanized Engineer Spec Section Paragraph Approved Date victaulic.com I FireLock® Fittings I Publication 10.03 10.03 1539 Rev M Updated 12/2014 © 2014 Victaulic Company. All rights reserved. 1 ✓ctaulic victaulic.com I FireLock® Fittings I Publication 10.03 Dimensions: NO. 003 c toEl 0- 0 c E NO. 002 1 -T No. 006 • Nominal Size inches mm Actual Outside Diameter inches mm No. 001 90° Elbow . • • , . • . , No. 003 45° Elbow No. 002 Straight Tee 1 I No. 006 Cap . C to E inches mm • Approx. Weight Each Lbs. kg I i I ! i C to E inches mm Approx. Weight Each Lbs. kg C to E inches mm I 1 i ! 1 Approx. Weight Each Lbs. kg i 1 ! I C to E inches mm Approx. Weight Each Lbs. kg PA 32 1.660. 42.4 ___ - - it•----- i - - _ - - - - • . • ' i i - - - 1 I ! i 0.82 21 0.3 0.1 1 ih 40 1.900 48.3 - 0.82 21 0.4 0.2 2 50 2.375 60.3 2.75 70 1.7 0.8 I 1 2.00 51 1.8 0.8 2.75 70 1 2.4 1.1 0.88 22 0.6 0.3 2 Y2 65 2.875 73.0 i ! 3.00 76 ; 3.1 1.4 2.25 57 2.2 1.0 3.00 76 i I 3.6 1.6 i 1 0.88 22 1.0 0.5 76.1 mm 3 80 108 mm 3.000 76.1 3.500 88.9 I i 1 3.00 76 3.38. 86 3.30 1.5 4.0 1.8 5.7 2.6 1 I i i ! 2.25 57 2.50 64 3.00 76 2.4 1.1 3.1 1.4 5.1 2.3 3.00 76.2 3.38 86 4.00 102 1 I i i i ! 3.8 1.7 5.3 2.4 7.5 3.4 I 1 - - 1 i '- 0.88 22 1.2 0.5 4.250 108.0 i 1 4.00 102 - 4 100 4.500 114.3 4.00 102 6.7 3.0 3.00 76 5.6 2.5 4.00 102 8.7 3.9 1 -: 1.00 25 2.4 1.1 5 125 5.563 141.3 1 i 4.88 124 12.6 5.7 3.25 83 8.3 3.8 4.88 124 i ! 15.7 7.1 1.00 25 4.1 1.9 139.7 mm 5.500 139.7 1 ! 4.88 124.0 12.4 5.6 1 : 3.25 82.6 8.2 3.7 4.88 124.0 i i 15.4 6.9 I i - 159 mm 6.250 158.8 I ! 5.50 140 i ' i I 12.6 5.7 18.3 8.3 .4 : ! 3.50 89 3.50 89 9.2 4.2 11.7 5.3 5.50 140 5.50 140 1 1 I 17.9 8.0 22.7 10.3 __.g. i - 1.00 25 5.9 2.7 6 150 6.625 168.3 I I 5.50 140 165.1 mm 6.500 165.1 i I 5.43 139.7 17.6 7.9 i 1 3.50 88.9 11.4 5.2 5.50 139.7 22.0 9.9 1 - 8 200 8.625 219.1 1 i 6.81 173 I i 25.5 11.6 1 ! 4.25 108 20.4 9.3 6.94 176 i ] 38.7 17.6 i 1.13 29 12.7 5.8 10.03 1539 Rev M Updated 12/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 2 jctaiulic' victaulic.com 1 FireLock® Fittings 1 Publication 10.03 Flow Data: Nominal Size inches mm Actual Outside Diameter inches mm Frictional Resistance Equivalent Feet/meters of Straight Pipe' Elbows No. 002 Straight Tee No. 001 90° Elbow No. 003 45° Elbow Branch Run 11/4 1.660 - - - - 32 42.4 - - - - 1 Y2 1.900 - - 40 48.3 - - - - 2 2.375 3.5 1.8 8.5 3.5 50 60.3 1.1 0.5 2.6 1.1 2'h 2.875 4.3 2.2 10.8 4.3 65 73.0 1.3 0.7 3.3 1.3 76.1 mm3.000 76.1 4.5 _... 1.4 2.3 0.7 11.0 3.4 4.5 1.4 3 3.500 5.0 2.6 13.0 5.0 80 88.9 1.5 0.8 4.0 1.5 108 mm 4.250 108.0 6.4 2.0 3.2 0.9 15.3 4.7 6.4 2.0 4 4.500 6.8 3.4 16.0 6.8 100 114.3 2.1 1.0 4.92.1 5 5.563 8.5 4.2 21.0 8.5 125 141.3 2.6 1.3 6.4 2.6 139.7mm 5.500 139.7 8.3 2.5 4.1 1.3 20.6 6.3 8.3 2.5 159mm 6.250 158.8 9.4 2.9 4.9 1.5 25.0 7.6 9.6 2.9 6 6.625 10.0 5.0 25.0 10.0 150 168.3 3.0 1.5 7.6 3.0 165.1 mm 6.500 165.1 9.8 3.0 4.9 1.5 24.5 7.5 9.8 3.0 8 8.625 13.0 5.0 33.0 13.0 200 219.1 4.0 1.5 10.1 4.0 The flow data listed is based upon the pressure d op of Schedule 40 pipe. • General Notes: NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009N/009H couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009V/009H couplings. Installation Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Trademarks Victaulic® is a registered trademark of Victaulic Company. 10.03 1539 Rev M Updated 12/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 3 jctauIic Vic® -End 11 End of Run Fitting C No. 67 ✓ctaulicr 10.21 1.0 PRODUCT DESCRIPTION Available Sizes • 11/a — 3'/DN32 — DN80 with l /DN15, 3/a'YDN20 or 1"/DN25 female threaded NPT or BSPT outlet. Pipe Material • Carbon Steel, Schedule 10, Schedule 40. For use with alternative materials and wall thicknesses please contact Victaulic. Maximum Working Pressure • Up to 365 psi/2500 kPa. Function • End of branchline elbow fitting for sprinkler connection. 2.0 CERTIFICATION/LISTINGS cilL us LISTED C3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12, painted Orange Enamel. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. D Optional: Hot dipped galvanized. Outlet: NPT • Optional: BSPT ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Submitted By Date Spec Section Paragraph Approved Date victaulic.com 10.21 3209 Rev F Updated 03/2017 © 2017 Victaulic Company. All rights reserved. 1 ✓ctaulie victaulic.com 4.0 DIMENSIONS No.67 Nominal Size inches DN CtoGE inches mm C to TE inches mm Approximate Weight (Each) Ib kg 13/4 x 1/2 0N32 DN15 (1.875 1.38 0.6 ! 48 35 0.3 3/4 DN20 DN25 11.875 1.38 48 35 2 1.75 51 44 0.5 0.2 0.6 03 11/z x Y DN40 DN15 1.875 1.5 0.7 48 38 0.3 1/4 DN20 1.875 1.5 0.7 48 38 0.3 DN25 2 x 'h DN50 DN15 2 1.625 0.7 51 41 0.3 0.875 k 48 1,75 44 0.7 0.3 3/4 DN20 1 DN25 21/z x Y DN65 DN15 :1.875 48 2 51 1.75 44 1.75 44 1.875 2 48 3 51 0.7 0.3 0.9 0.4 1.3 0.6 3/4 DN20 1.875 i 2 48 51 1.2 0.6 DN25 2 51 2 51 1.3 0.6 3 x 314 DN80 DN20 1 2 1 51 2.375 60 DN25 2 51 2375 60 2.0 0.9 1.9 0.9 5.0 PERFORMANCE Please see applicable coupling publication for performance, or contact Victaulic for more information. 10.21 3209 Rev F Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 2 ✓ctaulie C c C victaulic.com 6.0 NOTIFICATIONS • • This product must be installed by an experienced, trained installer, in accordance with the instructions provided with each valve. These instructions contain important information. Failure to follow these instructions may result in serious personal injury, property damage, or valve leakage. If you need additional copies of this product literature or the valve installation instructions, or if you have any questions about the safe installation and use of this device, contact Victaulic Company, P.O. Box 31, Easton, PA 18044-0031 U SA, Telephone: 001-610-559-3300. 7.0 REFERENCE MATERIALS • X0.64: FireLock gZTM Style 009N Rigid Coupling User Responsibility tyfor Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of as subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. • Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 10.21 3209 Rev F Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3 ✓ctauliic° Victaulic® Standard Flexible Coupling Style 77 ✓ctaulic' 06.04 3/n — 12"/20 — 300 mm sizes 14 — 24"/350 — 600 mm sizes 1.0 PRODUCT DESCRIPTION Available Sizes • 3/4 — 24"/20 — 600 mm • For 14 — 72"/350 — 1800 mm flexible roll groove systems, Victaulic recommends Style W77 AGS couplings. For more information, refer to Victaulic submittal publication 20.03. Maximum Working Pressure • 1000 psi/6900 kPa. Application • This product joins standard roll grooved and cut grooved pipe. • Provides a flexible pipe joint with allows for expansion, contraction and deflection. • Operating temperature dependent upon gasket and/or seal selection - see Section 3.0. • Exclusively for use with pipe and Victaulic products which feature ends formed with the Victaulic OGS groove profile (See section 7.0 for Reference Materials). Pipe Material • Carbon steel. • For use with stainless steel pipe, refer to Victaulic submittal publication 17.09 for pressure ratings and end loads. Codes and Requirements • Support hanger spacing correspond to ASME B31.1 Power Piping Code and ASME B31.9 Building Services Piping Code. 2.0 CERTIFICATION/LISTINGS C I6 MED VdS LPCB NOTES • Refer to Victaulic submittal publication 10.01 for details • Refer to Victaulic submittal publication 02.06 for potable water approvals if applicable. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Submitted By Date • Spec Section Paragraph Approved Date victaulic.com 06.04 1469 Rev R Updated 03/2016 © 2016 Victaulic Company. All rights reserved. 1 ✓ctaulic" victaulic.com 3.0 MATERIAL SPECIFICATIONS • 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 and others. Gasket: (specify choice') • NOTE: Additional gasket styles are available. Contact Victaulic for details. ❑ Grade "E" EPDM EPDM (Green stripe color code). Temperature range —30°F to +230°F/ -34°C to +110°C. May be specified for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +73°F/+23°C and hot +180°F/+82°C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR PETROLEUM SERVICES. ❑ Grade "T" Nitrile Nitrile (Orange stripe color code). Temperature range -20°F to +180°F/ -29°C to +82°C. May be specified for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not compatible for hot water services over +150°F/+66°C or for hot dry air over +140°F/+60°C. 1 Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Gasket 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. Carbon steel heavy hex nuts meeting the mechanical property requirements of ASTM A563 Grade B. Track bolts and heavy hex nuts are zinc electroplated per ASTM B633 ZN/FE5, finish Type III (imperial) or Type II (metric). [li Optional:2 Bolts — Stainless steel, meeting the mechanical property requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Nuts — Stainless Steel meeting the mechanical property requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling reducing coating. 2 Optional bolts/nuts are available in imperial size only. 06.04 1469 Rev R Updated 03/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 2 ✓ctaulic' victaulic.com 4.0 DIMENSIONS Style 77 gra .00). 34 - 12/20 - 300 mm sizes 14 - 24/350 - 600 mm sizes Size Working Pressure 3 End Load 3 Pipe End i Deflection Separation 41 Centerline from 4 Bolt/Nut 5 Dimensions Weight Nominal inches DN Actual Outside Diameter inches mm Maximum psi kPa Maximum Ib N • . , ! • Allowable j Per Cplg. inches 1 mm 1 Degrees Pipe inches/ft. mm/m Qty. 1 1 I I Size inches i X 1 Y i inches 1 inches mm 1 mm Z inches mm Approx. (Each) lb kg 3/4 1.050 DN20 26.7 1000 6900 865 3850 : 0-0.060.72 0-1.6 2 60 3/4 x 2 2.13 54 4.00 102 1.75 1.1 44 0.5 1 1 1.315 DN25 33.4 1000 6900 1,360 0-0.061 2.-43 ' 6050 0-1.6 I 0.57 48 1 3/4 x 2 2.38 61 I 1 4.12 105 1.75 44 1.2 0.5 13/4 1.660 7000 2,160 0N32 42.2 6900 9610 0-0.06. 20-10' 0.45 2½x2V 1 0-1.6 • 38 2 2.65 67 5.00 127 1.882.0 48 0.9 11/2 j1.900 DN40 48.3 11000 6900 2,835 12615 4.. 0-0.06 , 10-56 ' 0-1.6 ' 0.40 33 • I Y2 x 2Y2 3.13 79 5.38 1 137 1 1.88 2.1 48 1.0 2 2.375 1000 DN50 60.3 6900 4,430 19715 0-0.06 0.32 10_31, 0-1.6 26 3.63 ih x 2Y2 92 5.88 149 1 1.88 2.6 48 1.2 72.664 1 57.0 1000 6900 3955 0-0.06' 1,-34 17592 0-1.6 0.33 27 .• 1 1/2 x 21/2 3.43 87 5.73 1 146 1 1.90 3.0 48 1.4 2% DN65Y 2.875 73.0 3.000 76.1 1000 6900 1000 6900 6,490 0-0.06' , 0.26 10-15 , 28880 0-1.6 [ 22 4.25 1/2 x 23/4 108 6.50 165 1.88 3.1 48 1.4 7,070 0-0.06 1°-12' 31460 0-1.6 • 0.26 22 1 2 x 23/4 4.38 111 6.63 1 168 I 1.88 48 3.2 1.5 3 3.500 1000 0N80 88.9 6900 0.22 9,620 0-0.06 10-2' 46810 0-1.6 18 5.007.131.88i 1/2 x 2% 127 181 3.7 48 I 1.7 3% 14.000 DN90 101.6 1000 6900 12,565 0-0.06 I0.19 55915 0-1.6 I (P-54' 16 2, 1 , . 2 1 2 1 1 3/4 x 31/4 3/4 x 33/4 16 x 82.5 5.63 143 6.13 156 6.00 152 1 i .i.._ T 1 1 8.25 1 210 1 ,... 8.88 226 8.63 1 219 i 1.88 48 _ 2.13 54 2.13 54 5.6 2.5 6.7 3.0 11.0 5.0 ...,„ 4 4.500 0N100 114.3 . .. 4.250 108.0 1000 .... 6900 1000 6900 15,900 0-0.13i , .,---.,-; 70755 0-3.2 ' 4° 14,180 0-0.13 , 63100 0-3.2 I P-41' 0.34 0.35 29 5 5.563 ' 1000 141.3 I 6900 1 0.27 24,300 0-0.13 .18 ' • 108135 0-3.2 , 23 7.75 3/4 x 2- 43/4197 ' 10,65 270 . 113 10.6 54 4.8 3 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on othe, pipe. 4 Allowable Pipe /rid 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 3/4 - 3 1/2/20 - 90 mm; 25% for 4/100 mm and larger. 5 Number of bolts required equals number of housing segments. 6 Couplings 8, 10, 12/200, 250, 300 mm sizes available to JIS standards. Refer to Victaulic submittal publication 06.17 for details. 7 For 14 - 72/350 - 1800 mm Roll Groove systems Victaulic offers the Advanced Groove System (AGS) line of products. Refer to Victaulic submittal publication 20.03 for information on the Style W77 flexible AGS coupling. NOTES • Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. • WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. • 06.04 1469 Rev R Updated 03/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 3 jctaulic* victaulic.com 4.0 DIMENSIONS Style 77 3/4 - 12"/20 - 300 mm sizes 14 - 24"/350 - 600 mm sizes 3 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. 4 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 3 - 3 W/20 - 90 mm; 25% for 4'/100 mm and larger. 5 Number of bolts required equals number of housing segments. 6 Couplings 8, 10, 12'/200, 250, 300 mm sizes available to JIS standards. Refer to Victaulic submittal publication 06.17 for details. 7 For 14 - 72'/350 - 1800 mm Roll Groove systems Victaulic offers the Advanced Groove System (AGS) line of products. Refer to Victaulic submittal publication ................................ 20.03 for information on the Style W77 flexible AGS coupling. ................. NOTES • Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. • WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11 times the figures shown. 06.04 1469 Rev R Updated 03/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 4 ✓ctaulic Size Working Pressure 3 End Load 3 Pipe End ' Deflection from Separation 41 Centerline 4 Bolt/Nut 5 Dimensions Weight Nominal inches DN ' j 1 ! Actual Outside Diameter inches mm Maximum psi kPa Maximum Ib N Allowable Per Cplg. inches mm Degrees Pipe inches/ft. mm/m Qty. 1 Size 1 inches 1 X inches mm Y i inches 1 mm Z inches mm Approx. (Each) Ib kg 5.250 133.0 1000 6900 21,635 96275 0-0.13 ? 1°-21' 0-3.2 0.28 24 2 ' 20x108 7.63 194 10.38 ' 264 2.13 54 10.0 4.5 DN125 5.500 1000 23,745 0-0.13 1°-18' 139.7 6900 105665 0-32 - 0.28 , 24 2 20 x 108 8.63 219 10.65 270 2.13 54 10.0 4.5 6 DN150 6.625 168.3 1000 6900 34,470 0-0.130.23 1 °-5' 153390 0-3.2 18 2 ;/a x 4% 8.63 219 ! 11.88 , 302 2.13 54 12.0 5.4 6.250 159.0 1000 6900 30,665 0-0.13 1 °-9' 0.24•20 136460 0-3.2 j 20 x 108 ? 8.63 � 219 11.50 292 ? 2.13 13,2 54 6.0 6.500 165.1 1000 6900 33,185 147660 0-0.13! 1° 6, 0-3.2 0.23 19 2 ! 3/ax4�/a 8.88 226 ' 11.63 ! 295 2.13 54 13.2 6.0 8 s DN200 105 DN250 1 8.625 800 219.1 5500 10.750 800 273.0 5500 46,740 207995 73,280 326100 0-0.130°-50, 0-32 0-0.130.14 0-3.2 0° 40' 0.18 2 14 Ile x 5 11.00 279 14.75 :375 2.50 63 20.8 9.4 27.8 12.6 12 2 1 x 6 13.63 346 17.13 435 2.63 67 12 5 DN300 . 12.750 800 323.9 5500 102,000 0-0.130°-34' ` , 0.12 4539001 0-3.2 9 2 ! 1 x 61/215.63 397 16.75 425 19.25 ` 489 20.25 ! 514 2.63 67 31.1 14.1 14 6 DN350 i ' 14.000 355.6 300 2065 46,180 205500 0-0.13 0° 31' 0-3.2 0.11 9 2 ! 1 x 3,/z 3.00 76 39.2 17.8 14.842 300 51,875 0-0.130.11 377.0 2065 230,845 0-3.2 Q° 31' 9 2 1 x3h 17.39 442 20.96 ` 531 2.80 71 48.8 22.1 16 6 I 16.000 300 406.4 2065 60,320 268425 0-0.1327, ( 0-3.2 0°-DN400 0.10 9 2 ' 1 x 3,/z 18.75 476 22.25 565 3.00 76 45 20.4 16.772 £ 300 2065 66,245 0-0.1327, 294,795 0-3.2 0.10 0°-426.0 9 2 1 x 31/219.69 , 500 22.92 • 581 2.92 56.7 74 25.7 18 6 DN450 ! 1 18.000 300 457.2 2065 76,340 339710 0-0.130.08 0-3.2 0°-24' 7 2 ! 1 /8 x 4 21.56 548 i 25.00 1 635 ' 3.13 80 64.1 29.1 18.898 300 84,105 0-0.1300_24' 0.08 480.0 2065 374,265 0-3.2 7 2 114x4 22.38 569 25.86 655 3.04 77.2 77 35 3 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. 4 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 3 - 3 W/20 - 90 mm; 25% for 4'/100 mm and larger. 5 Number of bolts required equals number of housing segments. 6 Couplings 8, 10, 12'/200, 250, 300 mm sizes available to JIS standards. Refer to Victaulic submittal publication 06.17 for details. 7 For 14 - 72'/350 - 1800 mm Roll Groove systems Victaulic offers the Advanced Groove System (AGS) line of products. Refer to Victaulic submittal publication ................................ 20.03 for information on the Style W77 flexible AGS coupling. ................. NOTES • Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. • WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11 times the figures shown. 06.04 1469 Rev R Updated 03/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 4 ✓ctaulic victaulic.com 4.0 DIMENSIONS • Style 77 INN 3A - 12/20 - 300 mm sizes 14 - 24"/350 - 600 mm sizes 3 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. 4 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 3 - 3 '"/20 - 90 mm; 25% for 4"/100 mm and larger. 5 Number of bolts required equals number of housing segments. 6 Couplings 8, 10, 127200, 250, 300 mm sizes available to JIS standards. Refer to Victaulic submittal publication 06.17 for de ails. 7 For 14 - 72"/350 -1800 mm Roll Groove systems Victaulic offers the Advanced Groove System (AGS) line of products. Refer to Victaulic submittal publication 20.03 for information on the Style W77 flexible AGS coupling. ................. NOTES • Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. • WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1' times the figures shown. • 06.04 1469 Rev R Updated 03/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 5 • ✓ctaulic Size Working Pressure 3 1 End Load 3 Pipe End Deflection from Separation 41 Centerline 4 Bolt/Nut 5 Dimensions Weight Nominal inches DN 3 j Actual Outside Diameter inches mm Maximum psi kPa Maximum Ib N Allowable ; Per Cplg. inches mm Degrees Pipe inches/ft. mm/m Qty. Size inches X inches mm Y inches i mm ! Approx. Z (Each) inches Ib mm kg 20 6 DN500 j 1 i I 20.000 508.0 300 2065 94,000 418300 0-0.1300-22, 0-3.2 0.08 7 2 11/8 x 4 23.63 600 27.00 686 3.13 80 74.8 34 22 DN550 22.000 300 559.0 2065 114,000 0-0.130.07 507300 0_3.2 0°-19' 102,535 0-0.1300-22' 456,280 0-3.2 6 0.08 7 2 2 1lax4 1 Ye x 4 25.63 651 =29.13 740 3.13 80 3.07 77 82.6 37.5 91.7 41.6 20.866 530.0 300 2065 24.29 617 € 27.80 704 22.835 300 580.0 2065 102,380 0-0.130.07 00-19' 455,591 0-3.2 6 2 € 26.76 Wax 4 680 30.01 762. 3.12 ( 92.8 79 42.2 24 6 DN600 ; ? 24.000 609.6 24.803 630.0 250 1725 113,000 502850 0-0.130.07 0-3.2 0°-18 6 ..705787 2 Igo( x 4 submittal publication 27.75 31.00 3.19 81_ 89.6 40.7 96.8 4_ 250 , =1725 102,790 457,416 0-0.13 ; 0,-18' 0-3.2 See Style W77, refer 0'07 6 to Victaulic AGS' 28.42 722 20.03 = 32.10. 3.12 i = 817: I- 79..x_ 14-72 DN350- 1800 AGS 3 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. 4 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 3 - 3 '"/20 - 90 mm; 25% for 4"/100 mm and larger. 5 Number of bolts required equals number of housing segments. 6 Couplings 8, 10, 127200, 250, 300 mm sizes available to JIS standards. Refer to Victaulic submittal publication 06.17 for de ails. 7 For 14 - 72"/350 -1800 mm Roll Groove systems Victaulic offers the Advanced Groove System (AGS) line of products. Refer to Victaulic submittal publication 20.03 for information on the Style W77 flexible AGS coupling. ................. NOTES • Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. • WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1' times the figures shown. • 06.04 1469 Rev R Updated 03/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 5 • ✓ctaulic victaulic.com 5.0 PERFORMANCE • Not applicable — contact Victaulic with any questions. 6.0 NOTIFICATIONS A WARNING • Victaulic RX roll sets must be used when grooving Tight-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 • 20.03: AGS FlexibleCou_pj.ng Style W77 17.09: Pressure Ratings and End Loads for Victaulic Ductile Iron Grooved Couplings on Stainless Steel Pipe 26.04: Victaulic Couplings Vibration Attenuation Characteristics 26.12: Design Data for Seismic Applications of Victaulic Grooved System 17.01: Pipe Preparation for Use on Stainless Steel Pipe With Victaulic Products 10.01: Victaulic© Products forFire Protection Piping Systems - Regulatory Approval Reference Guide 02.06: Potable Water Approvals ANSI/NSF 05.01: Seal Selection Guide 06.17: Couplings and Fittings for JISPipe User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license 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 material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. • • Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic t-istallation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation nstructions of the product you are installing. Hancbsoks are included with each shipment of Victaulic products, providing oncomplete instal at�or and assembly data, and are aval able ._.__..r.....__..__..__.. ......---..__.. ....._.---......_... 'n PDF format on ouuwlb r ebsde at 4ww.victaulic.com. Warranty Refer to the Warranty section of the current Price Li:.t or contact Victaulic for details. Trademarks Victaulic and at other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or Its affiliated entities, in the U.S. and/or other countries. 06.04 1469 Rev R Updated 03/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 6 ✓ctauIic Victaulic® Rigid Coupling Style HP -70 ✓ctaulic' 06.12 2 — 16"/50 — 400 mm sizes Approvals/Listings ® Exaggerated for clarity See Victaulic publication 10.01 for details See Victaulic publication 02.06 for portable water approvals if applicable. Product Description Style HP -70 is designed with a heavy housing for high pressure service. The housing key is wider than standard and the coupling housing is designed to clamp the bottom of the groove, thus providing an essentially rigid joint. To achieve this rigidity it is necessary to torque the nuts on sizes 2 — 4"/50 — 100 mm to 60 — 80 ft. lbs./80 — 110 Nm. The nuts on the 14 and 16"/350 and 400 mm sizes are torqued to 600 and 700 ft. lbs./810 and 950 Nm, respectively. All other sizes must be bolted securely metal -to -metal. HP -70 will not allow linear or angular movement and is useful for valve connections and other points where rigidity is required. The coupling is provided with plated bolts and nuts and standard C -cross section gasket. Job/Owner System No. Location Contractor Submitted By Date WARNING F _ i • 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. Engineer Spec Section Paragraph Approved Date victaulic.com I Couplings I Rigid I Style HP -70 I Publication 06.12 06.12 1661 Rev G Updated 09/2014 © 2014 Victaulic Company. All rights reserved. 1 4tauiicr victaulic.com I Couplings I Rigid I Style HP -70 1 Publication 06.12 Material Specifications Housing: Ductile iron conforming to ASTM A-536, Grade 65-45- 12. Ductile iron conforming to ASTM A-395, Grade 65- 45-15, is available upon special request. Housing Coating: (specify choice) Li Standard: Orange enamel. [ Optional: Hot dipped galvanized Gasket: (specify choice') Grade "E" EPDM EPDM (Green stripe color code). Temperature range —30°F to +230°F/ -34°C to +110°C. May be specified for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +73°F/+23°C and hot +180°F/+82°C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR PETROLEUM SERVICES. 0 Grade "T" Nitrile Nitrile (Orange stripe color code). Temperature range -20°F to +180°F/ -29°C to +82°C. May be specified for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not compatible for hot water services over +150°F/+66°C or for hot dry air over +140°F/+60°C. 1 Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183 06.12 1661 Rev G Updated 09/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 2 ✓ctaulic victaulic.com I Couplings I Rigid I Style HP -70 I Publication 06.12 Dimensions Style HP -70 Y 2 - 12" sizes 14 & 16" sizes 2 IF Nominal Size inches mm Actual Outside Diameter inches i mm Maximum Working Pressure 2 psi kPa Allow. j Maximum Pipe End End Load 2 j Separation 2 1 lbs. I inches N I mm ( ; Bolt/Nut 2 3 (No.) size inches Dimensions j Approx. Weight Each lbs. j kg X inches mm Y inches mm Z inches mm 2 I 2.375 50 € 60.3 1000 6900 4430 19715 0.14 3.6 2-1x23% 3.50 89 6.68 168 2.00 51 3.2 ! 1.5 21/2 2.875 I 65 I 73.0 ; 1000 6900 6490 28881 [ 0.145 3.6 1 2- a x 3 /2 4.13 105 i 7.13 181 2.00 51 4.0 1.8 -: 3 3.500 i 80 88.9 1000 6900 9620 j 42810 i i 0.14 3.6 I 2- % x 31 4.75 121 7.75 197 2.00 51 I 4.4 € 2.0 ; 4 100 4.500 I 114.3 I 1000 6900 15900 70755 0.25 6.4 2- 44 x 41/4 6.00 152 9.63 245 2.13 54 7.5 j i 3.4 6 1 6.625 1 150 168.3 -1 8 j 8.625 I 200 219.1 i 1000 6900_ 800 5500 I 34470 153390 _._ 46740 207995 0.25z 6.4_- ._ T-- 0.252_ ( 6.4 -________ 1 2- x 5 h ^-- x 5'/z ^- 8.63 219 12.68 321 2.50 64 2.75 70 j 16.0 7.3 --- 11.00 279 15.00 381 r 26.1 I I 11.8 10 10.750 250 273.0 800 5500 72640 323250 0.251 ; 6.4 2- 1 x 6/z 13.50 343 17.25 438 3.00 76 [ 32.8 I 14.9 12 12.750 300 I 323.9 800 5500 102000 453900 0.251 6.4 2-1 x 6 /z 15.63 397 19.13 486 3.13 80 I 46.0 20.9 14 4 I 14.000 350 ; 323.9 16 ° 16.000 400 I 406.4 600 4100 600 4100 [ 92360 410800 120600 536400 0.25 ; 6.4 2-1'/4x41/2 1 2-1 /° x 4/z 16.75 425 22.00 559 3.88 99 3.88 99 64.0 29.0 0.251 6.4 18.75 476 j 24.13 613 72.0 32.7 2 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. 3 Number of bolts required equals number of housing segments. 4 These sizes are not UL Listed or FM Approved. These sizes are not intended for use on Advanced Groove System (AGS) roll groove pipe. General Notes Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 111 times the figures shcwn. For field installation only. HP -70 couplings when sufficiently pressurized, will allow pipe ends to separate to maximum point shown before joint acts in a fully restrained manner. Installation Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the cur rent Price List or contact Victaulic for details. Note This product shall be manufactured by Victaulic or bu Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications. designs and standard equipment without notice and without incurring obligations. Trademarks Victaulic® is a registered trademark of Victaulic Company. 06.12 1661 Rev G Updated 09/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 3 jctaulic' ( \ FireLock EZTM Rigid Coupling STYLE 009H ® WARNING 0 0 • Read and understand all instructions before attempting to install any Victaulic piping products. • Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. • Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in serious personal injury, improper product installation, and/or property damage. INSTRUCTIONS FOR THE INITIAL INSTALLATION OF STYLE 009H COUPLINGS 1. DO NOT DISASSEMBLE THE COUPLING: Style 009H Couplings are installation ready. These couplings are designed so that the installer does not need to remove the bolts and nuts for installation. This design facilitates installation by allowing the installer to directly install the grooved end of pipe/ mating components into the coupling. 2. CHECK PIPE/MATING COMPONENT ENDS: The outside surface of the pipe/mating component, between the groove and the pipe/ mating component end, must be smooth and free from indentations, projections (including weld seams), and roll marks to ensure a leak - tight seal. All oil, grease, loose paint, dirt, and cutting particles must be removed. Measurements taken across grooved pipe/mating component ends must not exceed the maximum allowable flare diameter. Refer to current Victaulic grooving specifications for the maximum allowable flare diameter. NOTICE • Victaulic Style 009H Couplings are designed for use ONLY on wet and dry fire protection systems (temperatures greater than —40°F/-40°C). For rigid pipe connections in systems operating below 0°F/ -18°C, Victaulic recommends Style 005 FireLock® Rigid Couplings with Grade "L" (silicone) gaskets. • Victaulic Style 009H Couplings are provided with the Vic-PIusTM gasket system. Additional lubrication is not required for the initial installation of wet pipe systems that are installed at or continuously operating above 0°F/ -18°C. Refer to Victaulic publication 05.03 in the G-100 General Catalog for the Vic -Plus MSDS sheet. Supplemental lubrication is required for Vic -Plus gaskets only if any of the following conditions exist. If any of these conditions exist, apply a thin coat of Victaulic lubricant or silicone lubricant to the sealing lips of the gasket interior only. • If the gasket has been exposed to fluids prior to installation • If the surface of the gasket does not have a hazy appearance • If the gasket is being installed into a dry pipe system • If the system will be subjected to air tests prior to being filled with water • If the gasket was involved in a previous installation • If the gasket sealing surface of the pipe contains raised or undercut weld seams, or cracks or voids at the weld seams. However, lubricated gaskets may not enhance sealing capabilities on all adverse pipe conditions. Pipe condition and pipe preparation must conform to the requirements listed in product installation instructions. A WARNING • Never leave a Style 009H Coupling partially assembled. A partially assembled Style 009H Coupling poses a drop hazard. • Keep hands away from the pipe/mating component ends and the openings of the coupling when attempting to insert the grooved end of pipe/mating components into the coupling. Failure to follow these instructions could cause serious personal injury and/or property damage. 3. CHECK GASKET: Check the gasket to make sure it is suitable for the intended service. The color code identifies the gasket grade. Refer to the "NOTICE" on this page for details concerning operating temperatures and other requirements. Refer to Victaulic publication 05.01 in the G-100 General Catalog or the "Gasket Selection" section in the 1-100 Field Installation Handbook for the color code chart. 4. ASSEMBLE JOINT: Assemble the joint by inserting the grooved end of a pipe/mating component into each opening of the coupling. The ends of the grooved pipe/mating components must be inserted into the www.victaulic.com VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0) 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV_E ✓ctauIic I -009H 1 INSTALLATION INSTRUCTIONS FireLock EZTM Rigid Coupling STYLE 009H I -009H coupling until contact with the center leg of the gasket occurs. A visual check is required to ensure the coupling keys align with the grooves in the pipe/mating components. NOTE: The coupling may be rotated to ensure the gasket is seated properly. NOTE: When assembling Style 009H Couplings onto end caps, take additional care to ensure the end cap is seated fully against the center leg of the gasket. DO NOT use Non-Victaulic fittings with Style 009H Couplings. Use only 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. A 1i ARN[NG • For Victaulic rigid, angle -belt -pad couplings, the nuts must be tightened evenly by alternating sides until metal -to -metal contact occurs at the bolt pads. • For Victaulic rigid, angle -bolt -pad couplings, equal offsets must be present at the bolt pads. • Keep hands away from coupling openings during tightening. Failure to follow these instructions could cause joint failure, serious personal injury, and property damage. 5. TIGHTEN NUTS: Tighten the nuts evenly by alternating sides until metal -to -metal contact occurs at the angle bolt pads. Make sure the housings' keys completely engage the grooves and the offsets are equal at the bolt pads. To ensure a rigid joint, equal and positive offsets are preferred. NOTE: It is important to tighten the nuts evenly to prevent gasket pinching. An impact wrench or standard socket wrench can be used to bring the bolt pads into metal -to -metal contact. Refer to the "Impact Wrench Usage Guidelines" section on page 4. 6. Visually inspect the bolt pads at each jcint to ensure metal -to -metal) contact is achieved. NOTICE Visual inspection of each joint is critical. Improperly assembled joints must be corrected before the system is placed in service. Er GOOD ® BAD i Is IMPROPERLY ASSEMBLED JOINT NEGATIVE OFFSET IMPROPERLY ASSEMBLED JONBT BOLT PAD GAP PROPERLY ASSEMBLED JOINT POSITIVE OFF- SET WITH BOLT PAD CONTACT (PREFERRED) NEUTRAL WITH PROPERLY ASSEMBLED JOINT OFFSET BOLT PAD CONTACT • "Negative" bolt pad offsets can occur when the nuts are not tightened evenly, which produces over -tightening of one side and) under -tightening of the other side. In addition, "negative" offsets can occur if both nuts are under -tightened. www.victaulic.com VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 1-0091-1_2 REV_E INSTALLATION INSTRUCTIONS FireLock EZTM Rigid Coupling STYLE 009H I -009 H INSTRUCTIONS FOR RE -INSTALLATION OF STYLE 009H COUPLINGS Since the coupling housings conform to the outside diameter of the pipe/mating component during an initial installation, direct installation of the pipe/mating components into the coupling may not be possible upon re -installation. If this is the case, refer to the following steps for re -installing the coupling. 1. Make sure the system is depressurized and drained completely before attempting to disassemble any couplings. 2. Follow steps 2 — 3 on page 1. 5. JOIN PIPE/MATING COMPONENTS: Align the two grooved ends of the pipe/mating components. Insert the other pipe/mating component end into the gasket until it contacts the center leg of the gasket. NOTE: Make sure no portion of the gasket extends into the groove of either pipe/mating component. 3. FOR RE -INSTALLATION OF STYLE 009H COUPLINGS, LUBRICATE GASKET: Apply a thin coat of Victaulic lubricant or silicone lubricant to the gasket sealing lips and exterior. It is normal for the gasket surface to have a hazy white appearance after it has been in service. 6. TO FACILITATE RE -ASSEMBLY: One bolt can be inserted into the housings with the nut threaded loosely onto the bolt to allow for the "swing -over" feature, as shown above. NOTE: The nut should be backed off no further than flush with the end of the bolt. 4. INSTALL GASKET: Insert the grooved end of a pipe/mating component into the gasket until it contacts the center leg of the gasket. 7. INSTALL HOUSINGS: Install the housings over the gasket. Make sure the housings' keys engage the grooves p•operly on both pipes/mating components. www.victaulic.com VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV_E ✓ctauIic I -009H_3 FFreLock EZTM Rigid Coupling STYLE O09H 8. INSTALL REMAINING BOLT/NUT: Install the remainins bolt, and thread the nut fingeFtight onto the bolt. (NOTE: Make sure the oval neck of each bolt seats properly in the bolt hole. 9. TIGHTEN NUTS: Follow steps 5 and 6 on page 2 to complete the assembly. HELPFUL INFORMATION 1%-4 761 - 108.0 mm 133.0-139.7 mm 5 159.0-165.1 mm 6-8 ligr4 -0,1014N? 1.660 - 4.500 42.L -114.3 3.000 - 4.250 76.1 - 108.0 5.250 - 5.500 133.0 - 139.7 5.563 141.3 6.250 - 6.500 159.0 165.1 6.625 - 8.625 168.3 - 219.1 3/3 MTO 3/8 M10 Y M12 Y M12 5/3 M10 5/E M16 3 18 3 18 15/16 24 15/16 24 IMPACT WRENCH USAGE GUIDELINES WARNING • Nuts must be tightened evenly by alternating sides until metal - to -metal contact occurs at the bolt pads. For angle -bolt -pad couplings, even offsets must be present at the bolts pads to obtain pipe -joint rigidity. • DO NOT continue to use an impact wrench after the visual installation guidelines for the coupling are achieved. Failure to follow these instructions could cause gasket pinching and coupling damage, resulting in joint failure, serious personal injury, and property damage. Due to the speed of assembly when using an impact wrench, the installer should take extra care to ensure nuts are tightened evenly by alternating sides until proper assembly is complete. Always refer to the specific product installation instructions for complete installation requirements. Impact wrenches do not provide the installer with direct "wrench feel" or torque to judge nut tightness. Since some impact wrenches are capable of high output, it is important to develop a familiarity with the impact wrench to avoid damaging or fracturing bolts or coupling bolt pads during installation. DO NOT continue to use an impact wrench after the visual installation guidelines for the coupling are achieved. If the battery is drained or if the impact wench is under -powered, a new impact wrench must be used to ensure the visual installation guidelines for the coupling are achieved. Perform trial assemblies with the impact wrench and socket or torque wrenches to help determine the capability of the impact wrench. Using the same method, periodically check additional nuts throughout the system installation. For safe and proper use of impact wrenches, always refer to the impact wrench manufacturer's operating instructions. In addition, verify that proper impact grade sockets are being used for coupling installation. For complete contact inforrnation, visit www.victaulic.com I.009H 4079 REV E UPDATED 09/2011 2000009000 VICTAULIC ISA REGISTEF ED TRADEMARK OF VICTAULIC COMPANY. © 2011 VICTAULIC COMPANY. ALL PIGHTS RESERVED. PRINTED IN THE USA. I -009H ✓ctaulic' IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS f Style 744 FireLock® Flange Adapter 7 \ i with Vic -Plus TM Gasket System 10.04 VICTAULIC' IS AN ISO 9001 CERTIFIED COMPANY Victp-)1735 Gasket System F, E",ED PRODUCT DESCRIPTION 2 - 8" Sizes (Exaggerated for clarity) Style 744 FireLock Flange adapter is designed for directly incorporating flanged components with ANSI CL. 125 or CL. 150 bolt hole patterns into a grooved pipe system. Sizes 2 - 8" (50 - 200 mm) are hinged for easy handling with integral end tabs which facilitate assembly. The design incorporates small teeth inside the key shoulder I.D. to prevent rotation. Because of the outside flange dimension, FireLock Flange adapters should not be used on FireLock fittings. When wafer or lug -type valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. FireLock Flange adapters should not be used as anchor points for tie -rods across nonrestrained joints. Mating rubber faced flanges, valves, etc., require the use of a FireLock Flange washer. FireLock Flange adapters with Vic -Plus gaskets do not require lubrication. The gasket must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. Style 744 FireLock Flange Adapters with the Vic -Plus TM Gasket System are designed and recommended for use ONLY on fire protection systems. Vic -Plus Gasket System: Victaulic® now offers a gasket system which requires no field lubrication on wet pipe systems. The Vic - Plus'"' System (patented) is dry, clean, and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over -lubrication, Please refer to the latest copy of the Victaulic Field Installation Handbook (1-100) for supplemental lubrication requirements. See Victaulic publication 10.01 for details. DIMENSIONS Style 744 Sizes 2 - 8" (50 - 200 mm) ANSI Class 125 and 150 Flange -•� z �- Ul ij Note: Gray area of mating face must be free from gouges, undulations or deformities of any type for effective sealing. Pipe Size Max. Work Press.' PSI kPa Max. End Load' Lbs. N No. Bolts 8 Req'd. Bolt Size t Inches Sealing Surface Incheslmm Dimensions Incheslmillimeters APS • Wgt. Each Lbs. kg Nominal Diameter In.lmm Actual Outside Diameter Inimm "A" Max. 'B" Min. W X Y Z 2 2.375 175 775s 2.38 3.41 6 75 6 00 4.75 0.75 2.7 50 60,3 1200 3450 4 /s X 2s /, 60 87 172 152 121 19 1,2 21/2 2 875 175 1135 5/e 2.88 3 91 7 88 7.00 5.50 0.88 4.2 65 73,0 1200 5050 4 X 3 73 99 200 178 140 22 1,9 3 3.500 175 1685s 3.50 4.53 8.44 7.50 6.00 0.94 4.8 80 88,9 1200 7500 4 /e X 3 89 115 214 191 152 24 2,2 4 4 500 175 2780s 4.50 5.53 9.94 9.00 7.50 0.94 7.1 100 114,3 1200 11045 8 /e X 3 114 141 252 229 191 24 3,2 5 5.563 175 42505.56 8 3 /4 X 31/2 6.71 11 00 10 00 8.50 1.00 8.3 125 141,3 1200 18920 141 171 279 254 216 25 3,8 6 150 5 668?3 175 1200 2030 26840 8 3/4 X 31/2 6 168 198 12.00 15 2790 9.4 0 1 00 25 9.1 3 8# 8.625 175 10219 8.63 9.94 14.63 13.50 11.75 1.13 13.9 200 219,1 1200 45475 8 3/4 /° X 31'2 219 252 372 343 298 29 6,3 'Refer to notes below. tTotal bolts required to be supplied by installe . Bolt sizes for conventional flange -to -flange connection. Larger bolts are required when Vic -Flange adapter is utilized with wafer -type valves. # Not available with Vic -Plus gasket system. Lubrication is required. NOTES Working Pressure and End Load are total, from all internal and external loads, based on standard weight steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. Style 744 FireLock Flange adapters provide rigid joints when used on pipe with standard roll or cut groove dimensions and consequently allow no linear or angular movement at the joint. WARNING' Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. ® REGISTERED TRADEMARK OF VICTAULIC - o COPYRIGHT 2004 VICTAULIC - PRINTED IN U.S.A 1477 REV D Victaulic Company of America • Phone: 1-800-PICK-VIC (1-800-742-5842) • Fax. 610-250-8817 • e-mail,pickvic@victaulic.com Victaulic Company of Canada • Phone: 905-884-7444 • Fax: 905-884-9774 • e-mail. viccanada@victaulic.com Victaulic Europe • Phone:32-9-381-1500 • Fax: 32-9-380-4438 • e-mail: viceuro@victaulic.be Victaulic America Latina • Phone: 610-559-3300 • Fax: 610-559-3608 • e-mail: vital@victaulic.com Victaulic Asia Pacific • Phone. 65-6235-3035 • Fax, 65-6235-0535 • e-mail. vicap@victaulic.com J1'tauIic® 10.04 VIC-FLANGE ADAPTER NOTES 1 The Style 744 (2 - 8"/50 - 200 mm) design incorporates small teeth inside the key shoulder I.D to prevent rotation. 2 FireLock Flange adapter should not be used on FireLock fittings. When wafer or lug -type valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. 3 FireLock Flange adapters should not be used as anchor points for tie -rods across nonrestrained joints. Mating rubber faced flanges, valves, etc. require the use of a FireLock Flange washer. 4 Area A -B noted in the above drawing must be free from gouges, undulations or deformities of any type for effective sealing. 5 FireLock Flange adapter gaskets must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. s Flange Washers: FireLock Flange adapters require a smooth hard surface at the mating flange face for effective sealing. Some applications for which the Vic -Flange adapter is otherwise well suited do not provide an adequate mating surface. In such cases, it is recommended that a metal Flange Washer be inserted between the FireLock Flange adapter and the mating flange to p-ovide the necessary sealing surface. Typical applications where a Flange Washer should be used are: A When mating to a serrated flange: a standard flat flange gasket should be used adjacent to the serrated flange and then the Flange Washer is inserted between the FireLock Flange adapter and the flange gasket. B When mating to a wafer valve: where typical valves are rubber lined and partially rubber faced (smooth or not), the Flange Washer is placed between the valve and the FireLock Flange adapter. c When mating a rubber faced flange: the Flange Washer is placed between the FireLock Flange adapters and the rubber faced flange. o When mating AWWA cast flanges to IPS flanges: the Flange Washer is placed between two FireLock Flanges. The hinge points must be oriented approximately 90° to each other. If one flange is not a FireLock Flange adapter (e.g. flanged valve), then a standard flat flange gasket must be placed adjacent to that flange and the Flange Washer inserted between the flange gasket and the FireLock Flange adapter. E When mating to components (valves, strainers, etc.) where the component flange face has an insert: follow the same arrangement as in Application 1. F When mating to a Series 705-W Butterfly valve, Style 744 may only be used on one side of the connection. When ordering Flange Washers, always specify product style (Style 744) and size to assure proper Flange Washer is supplied. MATERIAL SPECIFICATIONS Flange Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Coating: Black enamel • Optional: Hot dipped galvanized Bolts/Nuts: Supplied by installer Gasket: • Grade "E" EPDM - Type A Vic -Plus Gasket System A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Ap- proved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated work- ing pressure using the Grade "E" Type A Vic -Plus Gasket System, requiring no field lubrication for most installation conditions. A Standard gasket approved for dry pipe systems to -40°F (-40°C). Based on "typical" pipe surface conditions, supplemental lubricant is recommended for services installed below 0°F (-18°C) and for all dry pipe systems or systems tc be subjected to air tests prior to being filled with water. Supplemental lubrication may also be rquired on pipe with raised or undercut weld seams or pipe that has voids and/or cracks at the weld seams. This product shall be manufactured by Victaulic Company. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 2 Style 744 FireLock® Flange Adapter Reducing Coupling STYLE 750 The Style 750 Reducing Coupling permits direct reduction on the piping run. Designed to replace two couplings and a reducing fitting, the Style 750 features a special reducing gasket for pressure responsive sealing. A steel washer which prevents telescoping of the smaller pipe inside the larger pipe during vertical systems assembly is available upon request. • c 4L us ® LPCB LISTED 104-1a/05 SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel • Optional: Hot dipped galvanized and others Gasket: (Specify choice*): • Grade "E" EPDM (All other sizes) EPDM (Green color code). Temperature range —30°F to +230°F/ -34°C to +110°C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. • Grade "T" nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F/ -29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150°F/+66°C or for hot dry air over +140F/+60°C. Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. • Optional: Assembly Washer: Galvanized, carbon steel Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY. ® 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_J ✓ctaulicr 06.08_1 CARBON STEEL PIPE - GROOVED COUPLINGS Reducing Coupling STYLE 750 06.08 DIMENSIONS Size Max. Work Pressure Max. End Load * Allow. Pipe End Sep. t Bolt/Nut@ No - Size Dimensions - Inches/mm Approx. Wgt. Each 2 50 x 1 25 350 2410 1/2 350 40 2410 500 2225 1000 4450 0 - 0.07 0-1.8 0 - 0.07 0-1.8 21/2 2 500 2215 0 - 0.07 65 x 50 3450 9850 0 -1.8 76.1 mm x 2 350 1550 0 - 0.07 50 2410 6900 0 - 1 8 3 80 x 2 350 1550 0 - 0.07 50 2410 6900 0 -1.8 21/2 500 3250 0 - 0.07 65 3450 14460 0 -1.8 350 2475 0 - 0.07 2410 11010 0 -1 8 350 1550 0 - 0.13 2410 6900 0-3.2 350 2275 0 - 0.13 2410 10125 0 - 3.2 88.9 mm x 76.1 mm 4 2 100 50 2'1 65 3 500 4810 0-0.13 80 3450 21400 0 - 3.2 114.3mm x 76.1 mm 350 2475 0 - 013 2410 11014 0-3.2 5 4 350 5565 0 - 0.13 125 100 2410 24765 0 - 3.2 6 4 350 5565 0 0.13 150 100 2410 24765 0 - 3.2 5 350 8500 0 - 0.13 125 2410 37825 0 - 3.2 165.1 mm x 4 350 5565 0 - 0.13 100 2410 24765 0 - 3.2 8 6 350 12060 0 - 013 200 150 2410 53645 0 - 3.2 350 11610 0 - 0.13 2410 51645 0 - 3.2 10 8 350 20450 0 - 0.13 273 219.1 2410 90970 0 - 3.2 x x 219.1 mm x 165.1 mm 0° - 57' 0° - 57' 0°-47' • - 47' 0° - 39' 0°-39' • - 39' 1°-19' 1°-19' 1°-19' - 19' 1°-3' • - 52' 0° - 52' 0° - 55' 0° - 38' - 38' 0° - 25' 0.20 17 0.20 17 0.16 14 0.16 14 0.13 11 0.13 11 0.13 11 0.28 25 0.28 25 0.28 25 0.28 25 0.22 19 0.18 15 0.18 15 0.19 16 0.13 11 0.13 11 0.9 8 2-3/8x2 2-3/8x2 2 - 3/8 x 2 2-1/2x23/4 2-1/2x23/4 2-1/2x23/4 2-1/2x23/4 2-5/8x314 2-5/8x314 2-5/8x3''/4 2-5/8x3'/4 2-3/4x4Y4 2-3/4x4'/4 2-3/4x4'14 2-3/4x4Y4 2 - 7/8 x 5 2 - 7/8 x 5 2-1x5'1 3.38 85 5.28 1.88 134 48 3.38 5.28 1.88 85 134 48 2.7 1.2 2.0 1.0 4.00 5.93 1.88 3.1 102 151 48 1.4 438 6.63 1.88 4.6 111 _ 168 48 2.1 4.75 7.13 1.88 4.9 121 181 48 2.2 4.75 7.13 1 88 4.3 121 181 48 2.0 4 75 7.13 1.88 4.2 121 181 48 1.9 6.25 8.90 2.25 8.1 159 226 57 3.7 6.25 8.90 2.25 8.6 159 226 57 3.9 600 8.90 2.25 6.7 152 226 57 3.0 6.25 8.90 2.25 6.9 159 226 57 3.1 7.18 10.70 2.13 11.2 182 272 54 5.1 8.63 11.90 2.25 16.7 181 302 i 57 7.6 8.31 11.90 2.25 12.9 211 302 57 5.9 8.63 11.90 2.25 15.2 219 302 57 6.9 10.81 14.88 2.50 22.4 275 378 64 10.2 10.75 14.88 2.50 23.2 273 378 64 10.5 13.12 17.26 2.62 31.4 333 438 67 14.2 Style 750 Reducing couplings should not be used with end caps (860) in systems where a vacuum may be developed. Contact Victaulic for details. *Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. Maximum working pressure rating based on larger pipe size. Maximum End Load rating based on smaller pipe size. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1'/z times the figures shown. t 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 3/4- 3'/2720 - 90 m m; 25% for 47100 mm and larger. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. I lu www.victaulic.com VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 VICTAULIC COMPANY ALL RIGHTS RESERVED. 06.08_2 ✓ctaulkc REV_J CARBON STEEL PIPE - GROOVED COUPLINGS f , Reducing Coupling STYLE 750 06.08 FLOW DATA HEAD LOSS The head loss across Style 750 Reducing coupling is very small and is essentially the same as for standard short body reducing pipe fittings. Equivalent lengths of standard weight steel pipe are shown in the tables. All data is based on water flowing at ambient temperature. FLOW REDUCING Size Equiv. Pipe Length 2 50 25 11/2 40 5.9 1.8 2.0 0.6 2'k 2 1.9 65 50 0.6 76.1mm x 2 1.9 50 0.6 3 2 5.5 80 50 1.7 2'h 3.8 65 1.2 3.8 1.2 4 2 6.0 100 x 50 1.8 88.9mm x 76.1mm 2' 6.0 65 1.8 3 6.0 80 1.8 114.3mm x 76.1mm 6.0 1.8 5 4 3.0 125 100 0.9 6 4 6.0 150 100 1.8 5 4.5 125 1.4 165.1 mm x 4 6.0 100 1.8 8 6 7.3 200 150 22 219.1mm x 165,1 mm 7.3 2.23 10 8 8.7 273 x 219.1 2.65 FLOW EXPANDING Size Equiv. Pipe Length 1 25 11 40 x 2 50 2 50 2.7 02 1.9 0.6 2 2'k 1.0 50 65 0.3 1.0 0.3 76.1 mm 3 3.5 80 1.1 4 3.0 100 0.9 2% 3 2.5 65 80 0.8 4 3.0 100 0.9 76.1 mm x 88.9mm 2.5 0.8 3.0 0.9 3 4 25 80 100 0.8 4 5 3.3 100 • 125 1.0 6 4.6 150 1.4 4.6 1.4 5 6 23 125 150 0.7 6 8 6.0 150 • 200 1.8 165.1 mm x 219.1 mm 5.4 1 65 8 10 6.3 219.1 • 273 19.2 114.3 mm 165.1 mm www.victaulic.com VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY. m 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_J ✓ctauliC 06.08_3 Reducing Coupling STYLE 750 INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 06.08 1536 REV J UPDATED 08/2012 VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 VICTAULIC COMPANY. ALL FIGHTS RESERVED. 06.08 ✓ctaulid / SECTION 2 Hangers & Sway Bracing ROD ATTACHMENTS €_11").,MW,114: Fig. 135: Straight with Sight -Hole Fig. 135E: straight Less Sight -Hole Fig. 135R: Reducing Size Range:'/4" through 1" Material: Carbon steel Finish: ❑ Fig. 135: Plain; ❑ Fig.135E Zinc Plated and ❑ Fig.135R Zinc Plated Service: For connecting rods to accommodate up to 1" diameter and support up to 5,900 pounds. Ordering: Specify rod size, figure number and name. FIG 135, 135E, 135R: LOADS (LBS) • WEIGHTS (LBS) • DIMENSIONS (IN) Rod Size A Max Load Weight D L Fig. 135: Straight With Sight -Hole 3/e 730 0.09 3/6 11/8 1/2 1,350 0.12 3/4 11/2 5/8 2,160 0.24 15A6 1% 3/4 3,230 0.42 11/6 21/4 1/8 4,480 0.66 15A6 2% 1 5,900 1.00 11/2 3 Fig. 135E: Straight Less Sight -Hole 1/4 240 0.03 3/6 7/, 3/8 730 0.09 5/8 11/6 1/2 1,350 0.14 '1/6 13/4 % 2,160 0.26 13/,6 21/8 3/4 3,230 0.34 1 21/4 7/8 4,480 0.55 11/4 21/2 1 5,900 0.75 13/6 23/4 Fig. 135R: Reducing 3/e x 1/4 240 0.13 5/8 11/2 1/2x% 730 0.13 11/6 11/4 5/8x 1/2 1,350 0.19 13A6 11/4 3/4 x5/8 2,160 0.26 1 11/2 7/8 X 3/4 3,230 0.41 11/4 13/4 Rod Coupling Sight i i Hole PROJECT INFORMATION APPROVAL STAMP Project: ❑ Approved Address: ❑ Approved as noted Contractor: ❑ Not approved igineer: \--Submittal Date: Notes 1: Notes 2: Remarks: PH -1.15 Attached are page(s) from the 2008 Hilti North American Product Technical Guide. For complete details on this product, including data development, product specifications, general suitability, installation, corrosion, and spacing & edge distance guidelines, please refer to the Technical Guide, or contact Hilti. Hiiti, Inc. 5400 South 122"° East Avenue Tulsa, OK 74146 1-800-879-8000 www_hilti.com Hilts Product Technical Guido PROFIS: The World's Most Powerful Anchor Design Software • Easy to Learn - Start working in just minutes • Fast and Powerful - Produce detailed designs quickly • Specify with Confidence - The largest number of approvals and latest design codes No charge. Download now at www.us.hilt"i.com or www.hilti.ca Hilti Online • Technical Library • Design Centers • Interactive Product Advisors • Full -line Product Catalog • Online Ordering • Maps to Hitt' locations • "Contact Us" program to answer your questions DETECTION n SUPPRESSION Firestop Systems When it comes to Life Safety and building code compliance, Hilti provides complete solutions with a wide range of products and unmatched technical support. • Firestop Systems Guides - Through Penetrations - Joint Penetrations • FACT Program • FS 411 • BASIC Training • Engineering Judgements • Firestop Design Center online at www.us.hilti.com or www.hilti.ca MI - Industrial Pipe Support Technical Guide A guide to specifying the Hitti modular pipe support system for medium to heavy loads without welding. • MI System is the ideal solution for pipes up to 24 in. diameter • Reliable fastenings without welds • Easily installed Hilti Diaphragm Deck Design The Hilts Diaphragm Deck Design Program allows designers to quickly and accurately design roof deck and composite floor deck diaphragms. • Ability to design with innovative Hilti fasteners for frame and sidelap connection • Creates easy to use load tables with span ranges based on user input • Allows for different safety factors depending on load type, building code and field quality control • Direct link to lilts website Hilts, Inc. (US) 1-800-879-8000 I www.us.hiki.com 1 en espaiiol 1-800-879-5000 I Hilts (Canada) Corp. 1-800-363.4458 1 www.ca.hiiti.cor®I Froduct Technical Guide 2008 choring Systems 4.3.4 Kwik Bolt TZ Expansion Anchor 4.3.4.1 Product Description 4.3.4.2 Material Specifications 4.3.4.3 Technical Data 4.3.4.4 Installation Instructions 4.3.4.5 Ordering Information 4.3.4.6 Sample Calculations Impact Section (Dog Point) Nut — Washer Red Setting — Mark Anchor — Thread Anchor Body Stainless Steel Expansion Sleeve — (Wedges) Expansion Cone Listings/Approvals ICC -ES (International Code Council) ESR -1917 FM (Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems (3/8" - 3/41 UL (Underwriters Laboratories) Pipe Hanger Equipment for Fire Protection Services (3/8" - 3/4") ES Building Code Compliance IBC® 2006 IRC® 2006 UBC® 1997 4.3.4.1 Kwik Bolt TZ Product Description The Kwik Bolt TZ (KB -TZ) is a torque controlled expansion anchor which is especially suited to seismic and cracked concrete applications. This anchor line is available in carbon steel with zinc electroplated coating and 304 stainless steel versions. The anchor diameters range from 3/8 to 3/4 inch in a variety of lengths. Applicable base materials include normal -weight concrete, structural lightweight concrete, and lightweight concrete over metal deck. Guide Specifications Torque controlled expansion anchors shall be Kwik Bolt TZ (KB -TZ) supplied by Hilti meeting the description in Federal Specification A -A 1923A, Type 4. The anchor bears a length identification mark embossed into the impact section (dog point) of the anchor surrounded by four embossed notches identifying the anchor as a Hilti Kwik Bolt 17 in the installed condition. Anchors are manufactured to meet one of the following conditions: • The carbon steel anchor body, nut, and washer have an electroplated zinc coating conforming to ASTM 8633 to a minimum thickness of 5 pm. The stainless steel expansion sleeve conforms to ALS! 316. • Stainless steel anchor body, nut and washer conform to AISI 304. Stainless steel expansion sleeve conforms to AISI 316. Product Features • Product and length identification marks facilitate quality control after installation. • Through fixture installation and variable thread lengths improve productivity and accommodate various base plate thicknesses, • 316 Stainless Steel wedges pro- vide superior performance in cracked concrete. • Ridges on expansion wedges provide increased reliability. • Mechanical expansion allows immediate load application. • Raised impact section (dog point) prevents thread damage during installation. • Bolt meets ductility requirements of ACI 318-05 Section D1. Installation Drill hole in base material to the appropriate depth using a Hilti carbide tipped drill bit. Drive the anchor into the hole using a hammer. A minimum of four threads must be below the fastening surface prior to applying installation torque. Tighten the nut to the recommended installation torque. Supplemental Design Provisions for ACI 318-05 Appendix D Design strengths are determined in accordance with ACI 318-05 Appendix D and ICC Evaluation Service ESR -1917 Hilti Kwik Bolt 17 Carbon and Stainless Steel Anchors in Concrete. The relevant design parameters are reiterated in Tables 1, 2, and 3 of this document. Supplemental provisions required for the design of the KB -TZ are enumerated in Section 4.0 of ESR -1917 (DESIGN AND INSTALLATION). Note that these design parameters are supplemental to the design provisions of ACI 318-05. 316 Hilti, Inc. (US) 1-800-879-8000 I www.us.hilti.com 1 en espanol 1-800-879-5000 I Hilt (Canada) Corp. 1-800-363-4458 I www.hlttLca 1 Product Technical Guide 2008 Mechanical Anchoring Systems Kwik Bolt TZ Expansion Anchor 4.3.4 4.3.4.2 Material Specifications Carbon steel with electroplated zinc • Carbon steel KB -TZ anchors have the following minimum bolt fracture Toads' Anchor Diameter (in.) Shear (11» Tension (ib) 3/8 NA 6744 1/2 7419 11240 5/8 11465 17535 3/4 17535 25853 • Carbon steel anchor components plated in accordance with ASTM B633 to a minimum thickness of Spm. • Nuts conform to the requirements of ASTM A563, Grade A, Hex. • Washers meet the requirements of ASTM F844. • Expansion sleeves (wedges) are manufactured from AISI 316 stainless steel. Stainless steel • Stainless steel KB -TZ anchors are made of AISI 304 material and have the following minimum bolt fracture Toads' Anchor Diameter (in.) Shear (1b) Tension (Ib) 3/8 5058 6519 1/2 8543 12364 5/8 13938 19109 3/4 22481 24729 • Nuts meet the dimensional requirements of ASTM F594. • Washers meet the dimensional requirements of ANSI 818.22.1, Type A, plain. • Expansion Sleeve (wedges) are made from AISI 316. • All nuts and washers are made from AISI 304 stainless steel. 1 Bolt fracture loads are determined by testing in jig as part of product OC. These Toads are not intended for design purposes. See Tables 2 and 3. Hilti, Inc. {US) 1-800-879-8000) www.us.hitti.com I en espanol 1-800-879-5000 I Hilt (Canada) Corp. 1-800-353-4458 I www.hiftica 1 Product Technical Guide 2008 317 Mechanical Anchoring Systems 4.3.4 Kwik Bolt TZ Expansion Anchor 4.3.4.3 Technical Data Table 1 — Kwik Bolt TZ Specification Table SETTING INFORMATION Symbol Units Nominal anchor drameter (in.) Sig 1/2 5/8 3/4 Anchor O.D. dfl in. (mm) 0.375 (9.5) 0.5 (12.7) 0.625 (15.9) 0,75 (19.1) Nominal bit diameter db0 in. 3/8 1/2 5/8 3/4 Effective min. embedment h in. {mm} 2 (51) 2 (51) 3-1/4 (83) 3-1/8 (79) 4 (102) 3-3/4 (95) 4-3/4 (121) Min. hole depth ha in. (mm) 2-5/8 (67) 2-5/8 (67) 4 (102) 3-3/4 (95) 4-3/4 (121) 4-5/8 (117) 5-3/4 (146) Min. thickness of fixture) 6,a in. (mm) 1/4 (6) 3/4 (19) 1/4 (6) 3/8 (9) 3/4 (19; 1/8 (3) 1.518 (41) Max. thickness of fixture nax in. (mm) 2-1/4 (57) 4 (101) 2-3/4 (70) 5-5/8 (143) 4-3/4 (121) 4-5/8 (117) 3-5/8 (92) Installation torque T,fst ft -(b (Nm) 25 (34) 40 (54) 60 (81) 110 (149) Min. dia. of hole in fixture d in. (mm) 7/16 (11.1) 9/16 (14.3) 11/16 (17.5) 13/16 (20.6) Available anchor lengths I Kid, in. (mm) 3 (76} 3-3/4 (95) 5 (127) 3-3/4 (95) 4-1/2 (114) 5-1/2 (140) 7 (178) 4-3/4 (121) 6 (152) 8-1/2 (216) 10 (254) 5-1/2 (140) 8 (203) 10 (254) Threaded length including dog1 gpoint thread in. (mm) 7/8 (22) 1-518 (41) 2-7/8 (7 3) 1-5/8 (41) 2-3/8 (60) 3-3/8 (86) 4-7/8 (178) 1-1/2 (38) 2-3/4 (70) 5-1/4 (133) 6-3/4 (171) 1-1/2 (38) 4 (102) 6 (152) Unthreaded length tunthr in. (mm) 2-1/8 (54) 2-1/8 (54) 3114 (83) 4 (102) installation embedment him M. (mm) 2-1/4 (57) 2-3/8 (60) 3-5/8 (92) 3-5/8 (92) 4-1/2 (114} 4-3/8 (111) 5-3/8 (137) 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 Figure 1 — Kwik Bolt TZ installed eanch 318 Hilti, Inc. (US) 1-800-879-8000 I www.us.hilti.com 1 en espanot 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008 Mechanical Anchoring Systems Kwik Bolt TZ Expansion Anchor 4.3.4 Table 2 - Carbon Steel Kwik Bolt TZ Strength Design Information DESIGN INFORMATION Symbol Units Nominal anchor diameter 3/8 1/2 5/8 3/4 Anchor 0.0. d in. (mrn) 0.375 (9.5) 0.5 (12.7) 0.625 (15.9) 0.75 (19.1) Effective min. embedmentt hrr in. (mm) 2 (51) 3-1/4 (83) 3-1/8 79) 4 (102) 3-3/4 (95) 4-3/4 (121) Min, member thickness hn,mm in, (mm) 4 (102) 6 (152) 6 (152) 8 (203) 6 (152) 8 (203) 6 (152) 8 (203) 8 (203) Critical edge distance ca4 in. (mm) 4.3/8 (111) 4 (102) 5-1/2 (140) 4-1/2 (114) 7-1/2 (191) 6 (152) 6-1/2 (165) 8-3/4 (222) 6-3/4 (171) 10 (254) 8 (203) 9 (229) Min. edge distance Min. anchor spacing in. (mm) 2- /2 (64) 2-3/4 (70) 2-3/8 (60) 3-5/8 (92) 3-1/4 (83) 4-3/4 (121) 4-1/8 (105) fors > ®1111 tore In. (mm) M. . (mm) 5 (127) 5-3/4 (146) 5-3/4 (146) 6 1;8 (156) 5-7/8 (149) 10-1/2 (267) 8-7/8 (225) 2-1/2 (64) 3.5/8 (92) 2-3/4 (70) 2-3/8 (60) 3-1/2 (89) 3 (76) 5 (127) 4 (102) 4-1/8 (105) 3-1/2 (89) 4-3/4 (121) 4-1/4 (108) 9-1/2 (241) 7-3/4 (197) Min. hole depth in concrete M. (mm) 2-5/8 (67) 2-5/8 (671 4 (102) 3 7/8 (98) 4-3/4 (121) 4-5/8 (117) 5-3/4 (146) Min. specified yield strength Ib/int )N/mm2) 100000 (690) 84800 (585) 84800 (585) 84800 (585) Min. specified u)t. strength Ibfin2 (N/mm2) 125000 (862) 106000 (731) 106000 (731) 106000 (731) Effective tensile stress area int (mm2) 0,052 (33.6) 0.101 (65.0) 0.162 (104.6) 0.237 (152.8) Steel strength in tension lb (kN) 6500 (28.9) 10705 (47.6) 17170 (76.4) 25120 (111.8) Steel strength in shear Ib (KN) 3595 (16.0) 6405 (28.5) 10555 (47.0) 10555 (47,0) 15930 (70.9)_ 14245 (63.4) Steel strength in shear. seismic uses lb (kN) 2255 (10.0) 6405 (28.5) Steel strength in shear, concrete on metal deck2 �'`" Ib (kN) 2130 (9.5) 3000 4945 (13.3) (22) 4600 (20.5) 6040 (26.9) NP Pullout strength uncracked concrete3 N ° °`"'` Ib (kN) 2515 (11.2) NA 5,515 (24.5) NA 9.145 (40.7) 8.280 (36.8) 1 10,680 (47.5) Pullout strength cracked concretes Ib (kN) 2270NA (10.1) 4,915 (21.9) NA NA Pullout strength concrete on metal deck4 Nr''e`"` lb (k N) 1460 (6.5) 1460 2620 (6.5) (11,7) 2000 4645 (8.9) i (20.7) NP Anchor categorys Effectiveness factor kuncracked concrete 24 Effectiveness factor k,, cracked concretes 17 = ku„cr /kcr' 1.41 Strength reduction factor 4) for tension, steel failure modes° 0.75 Strength reduction tactor 4) for shear, steel failure modes° 0.65 Strength reduction factor 4) for tension. concrete failure modes, Condition B9 0.65 Strength reduction factor 4, for shear, concrete failure modes 0.70 1 See Fig. 1. 2 NP (not permitted) denotes that the condition is not supported. 3 NA (not applicable) denotes that this value does not control for design, 4 NP (not permitted) denotes that the condition is not supported. Values are for cracked concrete. Values are applicable to both static and seismic load combinations. 5 See ACI 318 D,4.4. 6 See ACI 318 D.5.2.2. 7 See ACI 318 D.5.2.6. 8 The KB -TZ is a ductile steel element as defined by AC1318 D.1. 9 For use with the load combinations of ACI 318 9.2. Condition 8 applies where supplementary reinforcement in conformance with ACI 318 D.4.4 is not provided, or where putout or pryout strength governs. For cases where the presence of supplementary rein- forcement can be verified, the strength reduction factors associated with Condition A may be used. Hou, Inc. (US) 1-800-879-8000 1 www.us.hitti.com I en espanol 1-800-879-5000 I Hitti (Canada) Corp. 1-800-363-4458 ( wwwhitti.ca 1 Product Technical Guide 2008 319 Mechanical Anchoring Systems 4.3.4 Kwik Bolt TZ Expansion Anchor Table 3 - Stainless Steel Kwik Bolt TZ Strength Design Information DESIGN INFORMATION Symbol Units Nominal anchor diameter 3/8 1/2 5/8 3/4 Anchor 0.0. da in. (mm) 0.375 (9.5) 0.5 (12.7) 0.625 (15.9) 0.75 (19.1) Effective min. embedment' h `� in. (mm) 2 (51) 2 (51) 3-1/4 (83) 3.1 /8 (79) 4 (102)) 3.3/4 (95) 4-3/4 1 (121) Min. member thickness h nr in. (mm) 4 (102) 5 (127) 4 (102) 6 (152) 6 (152) 8 (203) 5 (127) 6 (152) 8 (203) 6 (152) 8 (203) Critical edge distance cac in. (mm) 4-3/8 (111) 3-718 (98) 5-1/2 (140) 4-112 (114) 7-1/2 (191) 6 (152) 7 (178) 8-7/8 (225) 6 (152) 10 (254) 7 (178) 9 (229) Min, edge distance C$R u1 in. (mm) 2-1/2 (64) 2-7/8 (73) 2- /8 (54) 3-1/4 (83) 2-3/8 (60) 4- t4 (108) 4 (102) for s.... in. (mm) 5 (127) 5-3/4 (146) 5-1/4 (133) 5-1/2 (140) 5-1/2 (140) 10 (254) 8-1/2 (216) Min. anchor spacing sn n M. (mm) 2-1/4 (57) 2-7/8 (73) 2 (51) 2-3/4 (70) 2-3/8 (60) 5 (127) 4 (102) for C' in. (mm) 3-1/2 (89) 4-1/2 (114) 3-1/4 (83) 4-1/8 (105) 4-1/4 (108) 9-1/2 (241) 7 (178) Min. hole depthh in concrete ° in. (mm) 2-5/8 (67) 2-5/8 (67) 4 (102) 3-3/4 (95) 4-3/4 (121) 4-5/8 (117) 5-3/4 (146) Min, specified yield strength ' lb/1n2 (N/mm 2) 92000 (634) 92000 (634) 92000 (634) 76125 (525) Min. specifiedf ult. strength 6 ib/int (f:)/rnm2) 115000 (793) 115000 (793) 115000 (793) 101500 (700) Effective tensile stress area Aso int (mm2) 0.052 (33.6) 0.101 (65.0) 0.162 (104.6) 0.237 (152.8) Steel strength in tension Nsa Ib tkN) 5980 (26.6) 11615 (51.7) 18630 (82.9) 24055 (107.0) Steel strength in shear sa ib (kN) 4870 (21.7) 6880 (30.6) 11835 (52.7) 20050 (89.2) Steel strength in tension,is. seismic2 ` ib (kN) 2,735 (12,2) NA NA NA Steel strength in shear, seismic2 Vsa.s-s ib (kN) 2825 (12.6) 6880 (30.6) 11835 ( 52.6} 14615 (65 0) Pullout strength uncracked concrete 2 N "° Ib (kN) 2630 (11.7) NA 5760 (25.6) NA NA 12040 (53.6) Pullout strength cracked concrete2 I'',cr Ib (kN) 2340 (10.4) 3180 (14.1) NA NA 5840 (26.0) 8110 (36.1) NA Anchor categorva Effectiveness factor k,,,,or uncracked concre 24 Effectiveness factor kc, cracked concrete4 17 24 17 1 17 24 17 wc,N m, kuncr/kc,5 1.41 1.00 l17 1.41 1.41 1 1.41 ( 1.00 ( 1.41 Strength reduction factor 4) for tension, steel failure modes 0.75 Strength reduction factor 4) for shear, steel failure modes 0.65 Strength reduction factor 4) tor tension, concrete failure modes, Condition 9 7 0.65 Strength reduction factor 4) for shear, concrete failure modes 0,70 1 2 3 See ACI 318 0.4.4. 4 See ACI 318 D.5.2.2. 5 See ACI 318 0.5.2.6. 6 The KB -TZ is a ductile steel element as defined by AC1318 0.1. 7 For use with the load combinations of ACI 318 9.2. Condition 8 applies where supplementary reinforcement in conformance with ACI 318 0.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. See Fig, 1. NA (not applicable) denotes that this value does not control for design. 320 Hilti, Inc. (US) 1-800-879-8000 I www.us.hitti.com I en esparto! 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 1 www.hitti.ca 1 Product Technical Guide 2008 Mechanical Anchoring Systems Kwik Bolt TZ Expansion Anchor 4.3.4 Figure 2 — Interpolation of Minimum Edge Distance and Anchor Spacing Sdesign Cdesign .i $design Ca, min ats>_ Table 4 — Mean Axial Stiffness Values (1000 Ibtin.) for Kwik Bolt TZ Carbon and Stainless Steel Anchors in Normal -Weight Concrete1 (design edge distance c Concrete condition carbon steel KB -TZ, all diameters stainless steel KB -TZ, all diameters uncracked concrete 700 120 cracked concrete 500 90 Mean values shown. Actual stiffness may vary considerably depending on concrete strength, loading and geometry of applicatan. Figure 3 — Installation in Concrete over Metal Deck Floor Min. 5/8" Typical i -- ` N ta T r -0 C ccC X Min. 3000 psi Normal or Sand - Lightweight Concrete Upper Flute (Valley) Min. 4-1/2° .a s Min. 4-1/2" Max. 1" Offset Typical \\_Minimum No. 20 Gauge Steel Deck Lower Flute (Ridge) Hilti, inc. (US) 1-800-879-8000 1 www.us.ldlti.com 1 en espanol 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.htltLca 1 Product Technical Guide 2008 321 Mechanical Anchoring Systems 4.3.4 Kwik Bolt TZ Expansion Anchor Allowable Stress Design Design values for use with allowable stress design (working stress design) shall be established as follows: Rai, wAso= Rd where Rd= 4b R represents the limiting design strength in tension (4) Nn) or shear ( ¢, V„) as calculated according to AC1318 D.4,1.1 and D,4.1.2 Table 5 -- The value of a shall be taken as follows: Reference for strength a reduction factors including seismic excluding seismic AC1318 0.4.4 1.1 1.4 AC1318 0.4.5 1.2 1.55 Table 6 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Tension (ASD), Normal -Weight Uncracked Concrete, Condition B {lb)1,Z3.4 Nominal Anchor Diameter Embedment Depth hef (in.) Concrete Compressive Strength2 f'c= 2500 psi f'c= 3000 psi f'c= 4000 psi f'c— 6000 psi Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel 3/8 2 1168 1221 1279 1338 1477 1545 1809 1892 1/2 2 1576 1576 1726 1726 1993 1993 2441 2441 3-1/4 2561 2674 2805 2930 3239 3383 3967 4143 5/8 3-1/8 3078 3078 3372 3372 3893 3893 4768 4768 4 4246 4457 4651 4883 5371 5638 6578 6905 314 3-3/4 3844 4046 4211 4432 4863 5118 5956 6268 4-3/4 4959 5590 5432 6124 6272 7071 7682 8660 1 Values are for single anchors with no edge distance or spacing reduction, For other cases, calculation of Rd as per ACI 318-05 and conversion to ASD in accordance with Table 5. 2 Values are for normal weight concrete, For sand -lightweight concrete, multiply values by 0.85. For af•Iightweight concrete, multiply values by 0 75. See ACI 318.05 D.3.4. 3 Condition B applies where supplementary reinforcement in conformance with ACI 318-05 0.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. 4 Allowable static tension loads for 2,500 psi are calculated by multiplying the concrete breakout strength Nb by the strength reduction factor of 0.65 and dividing by an a of 1.4 according to ICC ESR -1917 Section 4.2. Nb is calculated as per ACI 318-05 0.5.2.2. This toad may be adjusted for other concrete strengths according to ICC ESR -1917 Section 4.1.3 by using the following equation. Nt.f'c = N f'c 2500 Table 7 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Tension (ASD), Normal -Weight Cracked Concrete, Condition B (Ib)1,2,3,4 Nominal Anchor Diameter Embedment Depth he (in.) Concrete Compressive Strength2 f'c= 2500 psi f'0= 3000 psi f'c= 4000 psi f `c= 6000 psi Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel ' Carbon Steel Stainless Steel 3/8 2 1054 1086 1155 1190 1333 1374 1633 1683 1/2 2 1116 1476 1223 1617 1412 1868 1729 2287 3-1/4 2282 2312 2500 2533 2886 2925 3535 3582 5/8 3-1/8 2180 2180 2388 2388 2758 2758 3377 3377 4 3157 2711 3458 2970 3994 3430 4891 4201 314 3-3/4 2866 3765 3139 4125 3625 4763 4440 5833 4-3/4 4085 4085 4475 4475 5168 5168 6329 6329 1 Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318-05 and conversion to ASD in accordance with Table 5. 2 Values are for normal weight concrete. For sand -lightweight concrete, multiply values by 0.85. For al -lightweight concrete, multiply values by 0.75. See ACI 318-05 0.3.4, 3 Condition 8 applies where supplementary reinforcement in conformance with ACI 318-05 0.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. 4 Allowable static tension loads for 2,500 psi are calculated by multiplying the putout strength Nor, by the strength reduction $ factor of 0.65 and dividing by an a of 1.4 according to ICC ESR -1917 Section 4.2. See Table 2 for NG,,. This load may be adjusted for other concrete strengths according to ICC ESR -1917 Section 4.1.3 by using the following equation. Npn,crt'c = Nprcr f'e 2500 322 Hilti, Inc. (US)1-800-879-8000 I www.us.Hrti.com r en espanoi 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hi ti.ca r product Technical Guide 2008 Mechanical Anchoring Systems Kwik Bolt TZ Expansion Anchor 4.3.4 Table 8 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Shear (ASD), Steel (Ib)1,2 Nominal Anchor Diameter Allowable Steel Capacity, Static Shear Carbon Steel Stainless Steel 3/8 1669 2661 1/2 2974 3194 5/8 4901 5495 3/4 7396 9309 1 Values are for single anchors with no edge distance or spacing reduction due to concrete failure. 2 Allowable static shear toads are calculated by multiplying V,, by the strength reduction fp factor of 0.65 and dividing by an a of 1.4 according to ICC ESR -1917 Section 4.2. See Table 2 for Vs, Table 9 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Seismic Tension (ASD), Normal -Weight Cracked Concrete, Condition 8 (Ib)1,2,3,4 Nominal Anchor Diameter Embedment Depth her (in.) Concrete Compressive Strength2 f'c= 2500 psi f'c= 3000 psi f'c_ 4000 psi f'c= 6000 psi Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel 3/8 2 1006 1037 1102 1136 1273 1312 1559 1607 1/2 2 1065 1212 1167 1328 1348 1533 1651 1878 3-1/4 2178 2207 2386 2418 2755 2792 3375 3419 5/8 3-1/8 2081 2081 2280 2280 2632 2632 3224 3224 4 3014 2588 3301 2835 3812 3274 4669 4010 3!4 3-3/4 2736 3594 2997 3937 3460 4546 — 4238 5568 4-3/4 3900 3900 4272 4272 4933 4933 6042 6042 1 Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318-05 and conversion to ASD in accordance with Table 5. 2 Values are for normal weight concrete. For sand -lightweight concrete, multiply values by 0.85. For all -lightweight concrete, multiply values by 0 75. See ACI 318-05 0.3.4. 3 Condition B applies where supplementary reinforcement in conformance with ACI 318-05 D.4.4 is not provided, or where putout or pryout strength governs. For cases where the presence of supplementary reinforcement car: be verified, the strength reduction factors assuciated with Condition A may be used. 4 Allowable seismic tension loads for 2,500 psi are calculated by multiplying the pullout strength No by the strength reduction 4) factor of 0.65. then multiplying by 00.75 factor describe in ACI 318-05 0.3.3.3, and dividing by an cx of 1.1 according to ICC ESR -1917 Section 4.2. See Table 2 for No. This load may be adjusted for other concrete strengths according to ICC ESR -1917 Section 4.1.3 by using the following equation. Nen cr,t'c = IVen,cr f°c 2500 Table 10 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Seismic Shear (ASD), Steel (Ib)1.2 Nominal Anchor Diameter Allowable Steel Capacity, Seismic Shear Carbon Steel Stainless Steel 3/8 999 1252 1/2 2839 3049 5/8 4678 5245 3/4 6313 6477 1 Values are for single anchors with no edge distance or spacing reduction due to concrete failure. 2 Allowable seismic shear loads are calculated by multiplying V, „Is by the strength reduction 4, factor of 0.65, then multiply by 0.75 as per ACI 318- 05 0.3.3.3, and dividing by an a of 1.1 according to ICC ESR -1917 Section 4.2. See Table 2 for Vsa. . Hilti, Inc. (US)1-800-879.8000 ! www.us.hifti.com 1 en espanoi 1-800-879-5000 I Hilti (Canada) Corp. 1.800-363-4458 I www.hiltkca I Product Technical Guide 2008 323 Mechanical Anchoring Systems 4.3.4 Kwik Bolt TZ Expansion Anchor Table 11 - Kwik Bolt TZ Carbon Steel Allowable Tension and Shear Loads (ASD), Installed into the Underside of a Lightweight Concrete over Metal Deck Stab1.Z3 Nominal Anchor Diameter Embedment Depth he (in.) Tension Seismic (Ib)4 Tension non -Seismic {ib}5 Shear Seismic (Ib)4 Shear non -Seismic { bj5 3/8 2 709 743 944 989 1/2 2 709 743 1330 1393 1/2 3-1/4 1272 1333 2192 2296 5/8 3-1/8 971 1017 2039 2136 5/8 4 2255 2362 2677 2804 1 Pullout strength values Npa,aecx are for anchors installed in lightweight concrete having a minimum 2,500 psi compressive strength at the time of installation, See Table 3 ESR -1917. The values listed in Table 11 have been calculated assuming a minimum 3.000 psi concrete compressive strength, The pullout strength may be adjusted for other lightweight concrete compressive strengths according to ICC ESR -1917 Section 4.1.3 using the following equation: Non,dedc,t'c = Npn.de k 2500 (Ib, Psi) 2 Minimum anchor spacing along the flute shall be the greater of 3.0 he, or 1.5 times the flute width in accordance with ICC ESR -1917 Section 4.1.3. 3 Anchors in the lower flute may be installed with a maximum 1 -inch offset in either direction. See Rgure 5 in ESR -1917. 4 Allowable seismic tension and shear loads are calculated by multiplying N , , and Vim, -;, by the strength reduction 4) factor of 0.65, the seismic reduction 41 factor of 0.75 according to ACI 318 03.3.3, and then divided by an a 011.1 according to ICC ESR -1917 Section 4.2. 5 Allowable non -seismic tension and shear loads are calculated by multiplying Non,dedc and Vsa.0„x by the strength reduction 4) factor of 0.65 and dividing by an a of 1.4 according to ICC ESR -1917 Section 4.2. Table 12 — Kwik Bolt TZ Length Identification System Length ID marking on bolt head ABCDE F G 11 I J KL MNOPOR ST UVW Length of anchor, e„d, (In.) From 11/2 2 2% 3 31/ 4 41/2 5 51/2 6 612 7 7112 8 81/ 9 91 10 11 12 13 14 15 Up to but not including 2 21 3 31/2 4 4% 5 51/2 6 61/2 7 71/ 8 81/2 9 91/2 10 11 12 13 14 15 16 Figure 4 — Boit Head with Length Identification Mark and Kwik Bolt TZ Head Notch Embossment 324 Hili, Inc. (US) 1-800-879-8000 I www.us.hilti.com 1 en espanol 1-800-879-5000 1 Hilt (Canada) Corp. 1-800-363-4458 1 www.hilti.ca 1 Product Technical Guide 2008 Mechanical Anchoring Systems Kwik Bolt TZ Expansion Anchor 4.3.4 4.3.4.4 Kwik Bolt TZ Anchor Installation Instructions into normal -weight and lightweight concrete //A 1. Hammer drill a hole to the same nominal diameter as the Kwik Bolt TZ. The hole depth must exceed the anchor embedment by at least 1 f4 inch. The fixture may be used as a drilling template to ensure proper anchor location. / 11 3. Drive the Kwik Bolt TZ 'nto the hole using a hammer. The ancho must be driven until at least 4 threads are below the surface of the fixture. 2. Clean hole. C 4. Tighten the nut to the recommended installation torque. Hilt, Inc. (US) 1-800-879-8000 I www.us.hitti.com I en espanoi 1-800-879-5000 t Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca 1 Product Technical Guide 2008 325 Mechanical AnchOrtng Systems 4.3.4 Kwik Bolt TZ Expansion Anchor 4.3.4.5 Kwik Bolt TZ Anchor Ordering Information Item No. Description Length (in.) Thread Length (in.) Box Quantity 304581 KB -TZ 318x3 3 7/8 50 304582 KB -TZ 3/8x3-3/4 3-3/4 1-5/8 50 304583 KB -TZ 3/8x5 5 2-7/8 50 304584 KB -TZ 1/2x3-3/4 3-3/4 1-5/8 25 304585 KB -TZ 1/2x4-1/2 4-1/2 2-3/8 25 304586 KB -TZ 1/2x5.1/2 5-1/2 3-3/8 25 304587 K8 -TZ 1/2x7 7 4-7/8 25 304588 KB -TZ 5/8x4-3/4 4-3/4 1-1/2 15 304589 K8 -TZ 5/8x6 6 2-3/4 15 304590 KB -TZ 5/8x8-1/2 8-1/2 5-1/4 15 304591 KB -TZ 5/8x10 10 6-3/4 15 202880 K8 -TZ 3/4x5.1/2 5 1/2 1-1/2 10 202881 K8 -TZ 3/4x8 8 4 10 202882 KB -TZ 3/4x10 10 6 10 202883 KB -TZ SS304 318x3 202884 KB -TZ SS304 3/8x3-3/4 202885 KB -TZ SS304 3/8x5 202886 KB -TZ SS304 1/2x3-14 202887 KB -TZ SS304 1/2x4 -112 202888 KB -TZ 55304 1/2x5-1,2 5-1/2 202889 KB -TZ SS304 1/2x7 7 202890 KB -TZ 55304 5/8x4-3/4 4-3/4 3 3-3/4 5 3-3/4 4-1/2 7/8 50 1-5/8 50 2-7/8 50 1-5/6 25 2-3/8 25 3-3/8 25 4-7/8 25 1-1/2 15 202891 KB -TZ SS304 5/8x6 6 202892 KB -TZ S5304 5/8x8-1/2 8-1/2 202893 KB -TZ SS304 5/8x10 10 202894 KB -TZ SS304 3/4x5-1/2 5-1/2 202895 K8 -TZ SS304 3/4x8 8 202896 KB -TZ SS304 314x10 10 2-3/4 15 5-1/4 15 6.3/4 15 1-1/2 10 4 10 6 10 326 Hilti, Inc. (US) 1-800-879-8000 I www.us.hlki.com 1 en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-80D-363-4458 I www.hllti.ca 1 Product Technical Guide 2008 Mechanical Anchoring Systems Kwik Bolt TZ Expansion Anchor 4.3.4 4.3.4.6 Kwik Bolt TZ Anchor Sample Calculations Given: (2) 1/2 in. KB -TZ anchors under static tension load as shown. het = 3.25 in. Normal wt. concrete, fc = 3,000 psi No supplementary reinforcing. Assume uncracked concrete. Condition 8 per ACI 318-05 0.4.4(c) Calculate the allowable tension load for this configuration. Calculation per ACI 318-05 Appendix 0 and ICC ESR -1358. Code Ref. Reference Step 1. Calculate steel strength of anchor in tension: b Nn= n * N,---, 0.75 ` 2 ' 10,706 =16,059 Ib 0"5'1'2 D.4.4 Table 2 Step 2. Calculate concrete breakout strength of anchor in tension. See ESR -1917 for edge factor IlfoN . Now = -4,-4--,14-cc (Pec,N) (IN) ('cp,N) Nb 0.5.2.1 ESR 1917 4.1.2 Step 2a. Verify minimum member thickness, spacing and edge distance:` hmtn = 6 in. { 6 in. :. ok Sm,,, 2.375 - 5.75 2.375, 5.75 3.5.2.375 D.8 Table 2 Hg. 2 slope= 3.5-2.375 --3.0 for cm,-, =4 in. Y1 . Y2 - m (x1 - x2) 2.375 controls Sm;n = 5.75 - [(2.375 - 4.0) - (3.0)1=0.875 < 2.375 in. < 6 in. , •. ok 0.875 cm„r Step 2b. Check: 1.54 = (1.5) (3.25) = 4.88 in. > c 3.0he1 = (3) (3.25) = 9.75 in. > s 0.5.2.1 Table 2 Step 2c. Calculate AN„ and ANC for the anchorage: AN„ = 9he1 ` _ (9) (3,25)2 = 95.1 in' ANc = (1.5) (her c) (3) (het + s) = [(1.5) (3.25) + 41 [(3 x 3.25) + 6] = 139.8 int < 2ANco .•. ok D.5.2.1 Table 2 Step 2d. Calculate '1' eG,N : eN' = 0, Vico =1 0.5.2.4 D.5.2.2 Table 2 Step 2e. Calculate Nb: Nb = kcr , j f'C (he±)' `` = 17 J3000 (3,25)`' = 5,456 lb APetl,N 0.7 0.3 0.95 D.5.2.5 Table 2 Step 2f. Calculate modification factor for edge distance: = + (1.5) (3.25) = Step 2g. 1I'c.N = 1.4 (uncracked concrete) 0.5.2.6 Table 2 Step 2h. Calculate modification factor for splitting: 1,5he1 controls cam1° > 1.5hei check: 4 = 0,53: (1.5) (3.25) = 0.65 0.53 < 0.65 D.5.2.7 Table 2 . `P'N = c ac c ac 7.5 7.5 c ac = 6,983 Ib 0,5.2.1 Table 2 Step 21. Calculate Nog : Nog = (139'895.1 ) (1) (0.95) (1.4) (5,456) (0.65) c Step 3. Check pullout strength: See ESR -1917 for adjustment for concrete strength D.5.3.2 2 T Table ble1917 4.1.6 Np=r,r'c (1) '"2 N„,,,,.1 re ] = 2 1(5,515)1/3000 ] = 12,082 lb V 2500 2500 Step 4. Controlling strength: 4) Nog = (0.65) (6,983) = 4,539 lb < 4) Nn .`. cb Ncb9 controls 0.4.4(c) Table 2 9 Step 5. Convert value to ASD: T aim = 154 = 3,242 Ib - Table 5 Hilt. Inc. (US) 1-800-879-8000 t www.us.hitti.com I en espariol 1-800-879.5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 wrww.hilti.ca 1 Product Technical Guide 2008 327 In The United Sates PAYMENT TERMS: FREIGHT: Net 30 days from date of invoice. Customer agrees to pay all costs incurred by Hilti in collecting any delinquent amounts. including attomey's fees. All sates are F.O.B. Destination with transportation allowed via Hilti designated mode. Delivery dates are estimates only. Addtional charges for expedited shipments, special handling requirements, and orders below certain dollar amourrts shall be the responsibility of Customer. Fuel surcharges may apply depending on market conditions. CREDIT: All orders sold on credit are subject to Credit Department approval. RETURN POLICY: Products must be in saleable condition to qualify for return. Saleable condition is defined as unused items in original undamaged packaging and unbroken quantities and in as -new condition. All returns are subject to Hilti inspection and acceptance, and a $125 restocking charge if returned more than 90 days after invoice date. Proof of purchase is required for all returned materials. Special orders products and discontinued items are not eligible for return credit. Dated materials are only returnable in case quantity, and within 30 days after invoice date. WARRANTY: Hitti warrants that for a period 0112 months from the date it sells a product it will, at its sole option and discretion, refund the purchase price, repair, or replace such product if it contains a defect in material or workmanship. Absence of Hies receipt of nottication of any such defect within this 12 -month period shall constitute a waiver of all claims with regard to such product. THE FOREGOING WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Hilt) shall in no event be liable for, and Customer hereby agrees to indemnify Hilti against all claims related to special, direct, indirect, incidental, consequential, or any other damages arising out of or related to the sale, use, or inability to use the product. ACCEPTANCE OF ORDER: Acceptance is limited to the express terms contained herein, and terms are subject to change by Hilti without notice. Additional or different terms proposed by Customer are deemed material and are objected to and rejected, but such rejection shall not operate as a rejection of the offer unless 4 contains variances in the terns of the description, quantity, price or delivery schedule of the goods. Orders are not deemed "accepted" by Hitt) unless and until it ships the associated items. DOMESTIC ORIGIN: Any non-domestic Hitti product will be so identified on shipping documents and invoices for customers who properly identify themselves as a federal government entity. All other customers may obtain such information by written request to Hilti, Inc., Contract Compliance, P.O. Box 21148, Tulsa, Oklahoma 74121. Hitti's Quality Department personnel are the only individuals authorized to warrant the country of origin of Hitti products. BUSINESS SIZE: Hitti is a Targe business. PRICES: Prices are those stated on the order, and unless otherwise noted are based on purchasing all items on the order — pricing for individual products may vary for purchases of different quantities or item combinations. Hilti does not maintain most favored customer records, makes no representation with respect to same, and rejects any price warranty terrns proposed by Customer. Hitti's published net price list is subject to change without notice. CONSENT TO JURISDICTION: All transactions made pursuant hereto shall be deemed to have been made and entered into in Tulsa, Oklahoma. Any and all disputes arising directly or irxi)reotty from such transactions shall be resolved in the courts of the County of Tulsa, Stale of Oklahoma, to the exclusion of any other court, and any resulting judgment may be enforced by any court having jurisdiction of such an action. All transactions shall be governed by and construed in accordance with the laws of the State of Oklahoma. INDEMNIFICATION: Customer hereby agrees to indemnify Hint for any costs, including attorney's fees, incurred by HiIti as a result, In whole or in part, of any violation by Customer of any Federal, State or Local statute or regulation, or of any nationally accepted standard. It shall be Customer's sole responsibility to comply with all applicable laws and regulations regarding the handling,use. transportation, or disposal of products upon taking possession of same. AUTHORIZATION: HILT] LEGAL DEPARTMENT PERSONNEL ARE THE ONLY INDIVIDUALS AUTHORIZED TO MODIFY THESE TERMS AND COND1TONS, WARRANT PRODUCT SUITABILITY FOR SPECIFIC APPUCATIONS, OR EXECUTE CUSTOMER DOCUMENTS, AND ANY SUCH ACTION IS NULL AND VOID UNLESS IN WRITTEN FORM SIGNED BY SUCH INDIVIDUAL. Hilo Product Technical Guide PAYMENT TERMS: Net 30 days from date of invoice, Customer agrees to pay all costs incurred by Hi t) in collecting delinquent amounts, 11 any, including reasonable attorney's fees. FREIGHT; Sales are FOB. Destination Point with transportation allowed via Hill designated mode. Additional charges may apply for expedited delivery, special handling requirements, and order under certain limits. A fuel surcharge may apply depending on market conditions. CREDIT All orders sold on credit are subject to Credit Department approval. RETURN POLICY: Product may be returned prepaid (unless otherwise authorized) to Hilti provided: i) it is retumed by the original purchaser i) it is not dated product returned more than 30 days after the original delivery date 1)) n is not discontinued, clearance or special order product iv) it is unused, in original packaging and in unbroken quantities. Hifi will inspect product and, if the above requirements are satisfied, will credit to customer the original purchase price. A 15% restocking fee may apply. WARRANTY: Other than the manufacturer's published warranty, no warranties or conditions, express or Implied, written or oral, statutory or otherwise are implied. Any and all conditions and warranties Implied by law or by the Sale of Goods Act or any similar statutes of any Province are hereby expressly waived. TITLE TO PRODUCT: Title to product remains with HIV until the total purchase price of product is paid. PRICES: Customer agrees to pay Hilt) prices set out on invoice. Customer agrees to pay taxes as indicated on invoice unless KW receives acceptable exemption certificates. INDEMNIFICATION: Customer agrees to use product at own risk and to indemnify Hitti against all liabilities, including legal fees, to third parties arising out of the use or possession thereof. Hitti shall in no event be liable for special, incidental or consequential damages. CHANGES: Hat) sales personnel are not authorized to modify these Terms and Conditions or modify Customer's credit terms. Terrns are subject to change by Hitti with reasonable notice to Customer. CASH SALES: Payment in full is due prior to goods being released. QUOTATIONS: All terms and conditions apply once customer agrees to purchase product. Quotations on special promotion products are only valid until end of promotion period. Hitt), inc. (US) 1-800-879-8000 I www.us.hitti.com I en espanol 1-800-879-5000 I Hill (Canada) Corp. 1-800-363-4458 I www.ca.hflti.com 1 Product Technical Guide 2008 Iwn-mBuilder 2012 PRODUCT CATALOG www.itwbuildex.com 800-BUILDEX 44t -4.S! ' , TABLE OF CONTENTS Sammys° for Wood Sidewinder° for Wood Sammys Swivel Head'' for Wood Sammys° for Steel Sidewinder° for Steel Sammys Swivel Head' for Steel Sammy X -Press® Sammy X -Press Sidewinder' Sammy X -Press Swivel' Sammy X -Press It° Installation Tool Sammys° for Concrete Sidewinder° for Concrete Sammys Swivel Head' for Concrete Concrete/Wood Installation Kit Sammys Toggle" Ceiling Screws Dektite° Pipe Flashing 4 5 5 6 7 7 8 8 9 9 10 10 11 11 12 12 13 Speedy Pole Tool' 13 Spot Rite Level' 13 Approvals and Listings 14 Special Notes 15 Warranty • Disclaimer of Warranty Proper fastener connection design takes in to account where and how fasteners are used. Allowance for special characteristics in materials, differences in materials, differences in types of materials being joined, unique or unusual environmental service or installation conditions and the safety factors required by anticipating normal or short term loading conditions must be considered. Due to possible differences in specifications, applications, and interpretation of results, purchasers and specifiers must make their own evaluation of the products, to determine the suitability of these products for intended use. All warranties of Buildex products, expressed or implied, including the warranties of merchantabilty and fitness for particular purposes are specifically excluded except for the following: Buildex will repair or replace any product which, within twelve months after sale by Buildex or its distributors, is found by Buildex to be defective in material or workmanship - normal wear and tear accepted. This is the sole warranty of Buildex and the sole remedy available to distributor or buyer. Buildex shall not be liable for any injury, loss or damage, direct, indirect, or consequential, arising out of the use of, or the inability to use, any Buildex product For the most up to date information, visit www.itwbuildex.com INSTALLATION INSTRUCTIONS FOR WOOD & STEEL Tol 1. Insert the appropriate nut driver into a 3/8" or 1/2" portable drill. 2. Insert the SAMMYS into the #14 (black) nut driver (p/n 8113910). Drill should be in a vertical position. 3. Push the face of the nut driver tight to the member. Begin installation when the nut driver spins freely on the SAMMYS, stop drill and remove. 4. The SAMMYS is now ready to receive 1/4", 3/8", 1/2" or metric all thread rod, bolt stock. (The 1/2" requires the #14SW red nut driver) Note: When installing DSTR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximumpullout in purlin steel. 1. Insert the appropriate nut driver into a 3/8" or 1/2"portable drill. 2. Insert the SAMMYS into the #14SW (red) nut driver (p/n 8114910). With drill Wit in a horizontal position and at a right angle to the structural member, begin installation. 3. When the nut driver spins freely on the SAMMYS, stop the drill and remove. 4. The unit is now ready to receive 1/4", 3/8", M10, M8 or metric all thread rod or bolt stock. Note: When installing SWDR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in puffin steel. INSTALLATION INSTRUCTIONS FOR CONCRETE INSTALLATION STEPS - ,;?I'Ar,,'3L INTO CONCRETE: . 1. Using an SDS 250 carbide tip bit or a HEX RECEIVER with a #250 carbide tip bit, pre -drill the concrete member to a depth of 2" with a hammer/rotary hammer drill set on impact mode. 2. After pre -drilling has been completed, install the SLEEVE TOOL over the bit (the bit should remain in the drill), and insert the #14 (black) nut driver (p/n 8113910) into the opposite end (see Vertical Installation note above). 3. Insert the CST screw into the nut driver. 4. Place tip of screw into the pre -drilled hole, tum impact/drill unit to drill mode and begin insertion. When the nut driver spins freely on the CST screw, installation is complete. Stop and remove drill. 5. The concrete screw is ready to receive 1/4", 3/8", 12", or metric all thread rod or bolt stock. (#14SW red nut driver used with 1/2" screw) Note: Use a 1200 maximum RPM drill for installation. Note: Do not install concrete screws while the drill unit is in impact mode — doing so will destroy the pullout factor of the screw. INSTALLATION STEPS • _ ;m,. `' + INTO CONCRETE: 1. Using an SDS 250 carbide tip bit or a HEX RECEIVER with a #250 carbide tip bit, pre -drill the concrete member to a depth of 2" with a hammer/ rotary hammer drill set on impact mode. 2. After pre -drilling has been completed, install the SLEEVE TOOL over the bit (the bit should remain in the drill), and insert the #14SW (red) nut driver (p/n 8114910) into the opposite end. 3. Insert the SWC screw into the nut driver. 4. Place tip of screw into the pre -drilled hole, tum impact/drill unit to drill mode and begin insertion. When the nut driver spins free on the SWC screw, installation is complete. Stop and remove drill. 5. The SWC screw is ready to receive 1/4", 3/8" or metric all thread rod or bolt stock. Note: Use a 1200 maximum RPM drill for installation. Note: Do not install concrete screws while the drill unit is in impact mode — doing so will destroy the pullout factor of the fastener. SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are instating into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. 1 3 To find a distributor near you, call 800-BUILDEX SAMMYS® FOR WOOD SAMMYS° FOR WOOD - Vertical Application Application Product Features Not k?ssthan 2° nomnal width (1-1/2°) Wood Fboring IofNot less than 3' nominal thickness (2-1/2") (depth or side vertical member) For al use .-< nsiall in center of lower Double Sheefrock Ceiling f<'1irdmum 2" embedmentinta base' material for NFPA 13 compliance. Composite 1 Truss Consult truss manufacturer far recommended Installation point. Pre-dn/ling maybo.requlred for GS7 25-39b."rod aim* bieonpann • No pre -drilling required. • Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. • Saves time from traditional methods. • Reduces installation costs. • Manufactured in the U.S.A. Approvals Rod Size VERTICAL MOUNT Part Number Model Screw Descriptions Ulti mate Pullout (lbs) UL Test FM Test Box Case Load (lbs) Load (lbs) Qty Qty #14 Black Nut Driver Part#8113910 #14 SW Red Nut Driver Part # 8114910 TA" 8002957 GST 100 1/4 x 1" 210 (7/1E OSB) 670 (3/4" Ply) 1/4' 8003957 GST 200 _ 1/4x2' 1760 (Fir) 3/8" 8007957 GST 10 1/4 x 1" 210 (7116" OSB) 300 670 (3/4" Ply) 343" 8008957 GST 20 114x2' 1760 (Fir) 850 1475 25 125 3/8" 8068925 GST 20 -SS 1/4 x 2" 1760 (Fir) 850 25 125 3/8" 8009925 GST 25-380 3/8 x 2-1/2' 2113 (Fir) 1500 25 125 318" 8010957 GST 30 1/4 x 3" 2060 (Fir) 1500 1475 25 125 38' 8069925 GST 30 SS 1/4 x 3" 2060 (Fir) = 25 125 1/2' 8013925 GST 2 1/4 x 2" 1760 (Fir) 25 125 /2" 8015925 GST3 114x3' 2275 (Fir) 25 125 25 25 125 125 25 125 MANUFACTURED US SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. For the most up to date information, visit www-itwbuiPdex.com - Hori • nt • .l Aanli - tion Not less than 2' nominal width (1-1/2') up to 3-112' pipe; not less than 3° (2-1/2°) nominal width 4° & 5" pipe Minimum 2-1/2° from bottom for branch lines. Minimum 3° from bot- tom for main lines. Exception: This requirement shall not apply to 2' or thicker nailing ships resting on top of steel beams. • Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. • Saves time from traditional methods. Composite 1 Truss vonsult truss manufacturer for commended installation point, g may be required for Model 0. Tool available on page 11 #14 SW Red Nut Driver Part # 8114910 * May require pre-driI ng; consult joist manufacturer. Approvals Rod Size HORIZONTAL MOUNT Part Number Model Screw Descriptions Ultimate Pullout (lbs) UL Test Load (lbs) Box Case Qty Qty 1/4'' 3/67 3/8' 318- 3/8"• 3Bfl 8019957 8020957 8021957 8073925 8022925 8023925 SWG 200 SWG 10 ° SWG 20 SWG 20SS SWG 25-380 SWG 30 1/4x2" 114x1" 1/4 x 2" 1/4x2" 3/8 x 2-1/2" 1/4 x3" 1725 (Fir) 822 (Fir) 1725 (Fir) 1725 (Fir) 2249 (Fir) 1884 (Fir) 300 1050 850 1500 25 125 25 125 25 125 25 125 25 125 25 125 SAMMYS SWIVEL HEADTM FOR WOOD - Swivel Application Application Product Features • Eliminates distortion of threaded rod. • Accommodates up to 3'/:" x 12 pitch roof. • Allows 17° deflection from vertical. • Saves time from traditional methods. • Reduces installation costs. • Manufactured in the U.S.A. #14 Black Nut Driver Part # 8113910 Approvals Rod Part Size_ Number SWIVEL MOUNT Model Screw Descriptions Ultimate Pullout (lbs) UL Tes Load FM Test Min Box Case (lbs) Load (Ibs) Thickness Qty Qty 3/8' 8139957 SH -GST 20 1/4 x 2" 1257 (Fir) 1903 Dim.L 3/8"° 8269957 SH-GST/CST 20 5/16x 1-3/4" 1406 @ 45° Dim. Lumber 1050 1475 25 125 85 @ 25 125 903 Dim. Lumber 1/2" 8303957 SH-GST/CST 2.0 5/16 x 1-3/4" 1406 @ 45°off vertical Dim. Lumber ' May require pre-driling; consult joist manufacturer. 25 125 #14 SH Orange Nut Driver Part # 8273910 To find a distributor near you, call 800-BUILDEX SAMMYS® FOR STEEL SAMMYS° FOR STEEL - Vertical Application Application Product Features #14 Black Nut Driver Part # 8113910 #14 SW Red Nut Driver Part # 8114910 NOM 040.0 • Made with Teks® self -drilling fasteners - no pre -drilling required. • Installs into steel range from 20 gauge — 1/2" thicknesses. • Saves time from traditional methods. • Reduces installation costs. • Quick to install using the Sammys Nut Driver with an 18V cordless drill/driver. • A standard screwgun with a depth sensitive nosepiece should be used to install Teks. For optimal fastener performance, the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. • Manufactured in the U.S.A. Watch a video demonstration at www.itwbuildex.com Approvals Rod Part Size Number ITEITKATfm. Model Screw Descriptions Ultimate UL Test Pullout (lbs) Load (lbs) IMMATI FM Test Min Max Box Case Load (Ibs) Thick Thick Qty Qty 1/4" 1/4" 1/4" 1/4" 318" 3/8" 38" 8024957 8025957 8026957 8027957 8030957 8038957 8037957 8039957 DSTR 100* DST 100 DST 150 DST 200 TEK 500 DSTR 1* DSTR 1-1/2* DSTR 516 3/8" 8040957 DST 10 3/8" 8077925 DST 10 -SS 3/8" 8041957 DST 15 3/8" 8078925 DST 15 -SS 3/8" 8042957 DST 20 3/8" 8044957 DST 30 3/8" 8045957 DST 516 3/8" 8046957 TEK 50 1/2" 8031925 DST2.0 1/2" 1/2" 1/2" 1/2" *Includes retaining nut MANUFACTURED U S A 8033925 8034925 8035925 8036925 DSTR1.0* DSTR 5.16* DST 5.16 TEK 5.0 1/4-20 x 1" TEKS 3 1/4-14 x 1" TEKS 3 1/4-14 x 1-1/2" TEKS 3 1/4-14x2"TEKS3 12-24 x 1-1/2" TEKS 5 1/4-20 x 1"TEKS 3 12-24 x 1-1/2" TEKS 5 5/16-18 x 1-114° TEKS 3 1/4-14 x 1" TEKS 3 1/4-14 x 1"TEKS3 1/4-14 x 1-1/2" TEKS 3 1/4-14x1.12"TEKS 3 1/4-14 x 2° TEKS 3 1/4-14 x 3" TEKS 3 5/16-18 x 1-1/4' TEKS 3 12-24 x 1-1 t2" TEKS 5 1/4-14 x 2" TEKS 3 1/4-20x1"TEKS3 5/16-18 x 1-1/4" TEKS 3 5/16.18 x 1-1/4" TEKS 3 12-24 x 1-1/2" TEKS 5 1510 (20 ga.) 446 (20 ga.) 970 (16 ga.) 446 (20 ga.) 3125 (3/16") 1510 (20 ga.) 1510 (3/16") 2200 (20 ga) 446 (20 ga.) 970 (16ga.) 446 (20 ga.) 970 (16 ga.) 446 (20 ga.) 970 (16 ga.) 446 (20 ga.) 970 (16 ga.) 446 (20 ga.) 970 (16 ga.) .036"-20 ga 3/16" 25 125 .036"-20 ga 3/16" 25 125 .036"-20 ga 3/16" 25 125 .036"-20 ga 3/16" 25 125 .188"-3/16" 1/2" 25 125 1500 1475 .036"-20 ga 3/16" 25 125 1500 1475 .060"-16 ga. 1/2" 25 125 1500 1475 .036-20 ga 3/16" 25 125 446 (20 ga.) 970 (16 ga.) 1500 (3/16") 1500 3125 (3/161 1.5.00 446 (20 ga.) 970 (16 ga.) 1510 (20ga) 2220 (20 ga.) 1500 (3/16") 3125 (3/16") .036"-20 ga 3/16" 25 125 ,036"-20 ga 3/16" 25 125 .036"-20 ga 3/16" 25 125 .036"-20 ga 3/16" 25 125 .036"-20 ga 3/16" 25 125 .03T-20 ga 3/16" 25 125 1475 .125-1/8" 3/16" 25 125 1475 .250°-1/4° 1/2" 25 125 ,188"-3/16" 1/4" 25 125 .036"-20 ga 3/16" 25 125 .036"-20 ga 3/16" 25 125 .125"-118" 3/16" 25 125 .188"-3/16" 1/2" 25 125 SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. For the most up to date information, visit www.itwbuildex.com SIDEWINDER° FOR STEEL - Horizontal Application #14 SW Red Nut Driver Part # 8114910 Application Product Features • Made with Teks® self -drilling fasteners - no pre -drilling required. • Installs into steel range from 20 gauge — 1/2" thicknesses. • A standard screwgun with a depth sensitive nosepiece should be used to install Teks. For optimal fastener performance, the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. • Saves time from traditional methods. • Reduces installation costs. • Quick to install using the Sammys Nut Driver with an 18V cordless drill/driver. • Manufactured in the U.S.A. ()Watch a video demonshation et www.itwbuildexcom Approvals Rod Part Site Number tl TA . Qt�T�ari Model Screw Descriptions Ultimate UL Test FM Test Min Max Box Case Pullout (Ibs) Load (Ibs) Load (Ibs) Thickness Thickness Qty Qty 1/4" 1/4" 3i8' 3/8" 3/8" 3/8" 3/8" ry:.. 3/8" 3/8" *Includes retaining nut 8047957 SWD 100 1/4-14 x 1" TEKS 3 8049957 SWDR100* 1/4-20 x 1"TEKS 3 8050957 SWD 10 1/4-14 x 1" TEKS 3 8080925 SWD 10 -SS 1/4-14 x1" TEKS 3 8052957 SWD 20 1/4-14 x 2" TEKS 3 8055957 SWDR 1 * 114-20 x 1' TEKS 3 8054957 SWDR 1-1/2 * 12-24 x 1-1/2" TEKS 5 8056957 SWDR 516* 5116-18 x 1-1/4" TEKS 3 8057957 SWT 15 12-24 x 1-1/2" TEKS 5 1477 (16 ga.) 1900 (20ga.) 1477 (16 ga.) 1477 (16 ga.) 1477 (16 ga.) 1900 (20 ga.) 2375 (3/16") 2480 (20ga.) 2375 (3/16") 1500 1500 1500 1475 1475 1475 .060"-16 ga .036"-20 ga .060"-16 ga .060"-16 ga .060"-16 ga .036"-20 ga .188"-3/16" .036"-20ga .188"-3/16" 3/16' 3/16' 3/16" 3/16" 3/16" 3/16' 1/2" 3/16' 1/2" 25 25 25 25 25 25 25 25 25 125 125 125 125 125 125 125 125 125 SAMMYS SWIVEL HEADTM FOR STEEL - Swivel Application Application' Product Features • Eliminates distortion of threaded rod in sloped roof applications. •Accommodates 3-1/2 x 12 pitch. • Installs into angled z-purlin; allows threaded rod to hang plumb. • Allows 17° deflection from vertical. • Manufactured in the U.S.A. ■ #14 Black Nut Driver - Part # 8113910 414 SH Orange Nut Driver Part # 8273910 Wafrh a video demonstration et wwwMwbuildex.com Approvals Rod Part Size Number Model Screw Descriptions Ultimate Pullout (lbs) UL Test Load (lbs) FM Test Min Max Box Case Load (lbs) Thick Thick Qty Qty 3/8" 3/8" 8137957 SH-DSTR1* 8268957 SH-TEK 50 8270957 SH-TEK 50 1/4-20 XV TEKS 3 12-24 x 1-3/4" TEKS 5 12-24 x 1-3/4' TEKS 5 "Does not comply with ROHS requirements/Includes retaining nut 3220 (3/16") 2368 (1/2" steel Vertical) 1306 (45° off Vertical) 2281 (3/16" HSS) 1585 (3/16" HSS 45° off Vertical) 2368 (1/2'steet Vertical) 1306 (45* off Vertical) 2281 (3/16'HSS) 1585 (3/16"1 -ISS 45* off Vertical) 1500 1500 (Vertical) 850 (45° off Vertical) 1475 035' 3/16' 25 125 4" 2-1/2" 3/16" 1/2" 25 125 3/16' 1/2' 25 125 7 To find a distributor near you, call 800-BUILDEX C W O V I�[•l•3.1.T•7aI *.1' SAMMY X_PRES S® Installs into Metal Deck, Pullin, or Tubular Steel SAMMY X -PRESS® - Vertical Application Application Product Features • The Sammy X -Press expands to provide direct vertical attachment in: - light gauge steel deck or pudin (22 ga. -1 /8'). • Installs in seconds with Sammy X -Press It° Tool, saving time & installation costs. • Use in applications where access to the back of the installed fastener is prohibited. ie. metal roof deck, tubular steel, or vapor barrier fabric. • Less jobsite material needed. • No retaining nut required. • Provides design flexibility. • Manufactured in the U.S.A. Watch a video demon trdtim at www.itwbuildex°com ) Approvals Rod Part Model Description Ultimate UL Test UL Min FM Test FM Min Max Box Case Application Size Number Pullout (lbs) Load (lbs) Thick Load (lbs) Thick Thick Qty Qty ,22 1/4" 8181922 XP 200 Sammy X -Press 200 14 3/8' 8150922 XP 20 <P.> 3/8" 8153922 XP 35 3/8" 8150922 XP 20 Sammy X -Press 20 Sammy X -Press 35 Samnry X -Press 20 1146 (22 ga) 1146 (22 ga) 1783 (16 gal 185 (Luminaire) 250 (Luminaire) .027' .056° 850 (2'14' Pipe) .027' 185 (Luminaire) .027' 250 (Luminaire) .056' 283 (Conduit & Cable) .029' .125° 25 125 Metal Deck 940 (2" Pipe} , .029' 1475 (4° Pipe .104' .125' 25 125 Metal Deck 1500 (4' Pipe) .060° 185 (Luminaire) .029° 940 (2' Pipe) .029' 250 (Luminaire) .056° 1475 (4' Pipe) .104' 416 (Conduit & Cable) .059° 1146 (22 ga); 850 (2'14 Pipe) .125° 25 125 Pullin Pre -Pour Structural Concrete@ 3000 psi Post -Pour Range II t.WCs 35 PCF Ober) 25 125 Metal Deck (Pre -Pour) Metal Deck (Post -Pour) SAMMY X -PRESS SIDEWINDERTM - Horizontal Application Application Product Features • The SammyX-Press Sidewinder expands to • Less jobsite material needed. provide horizontal attachment in: -16 ga - 3/16° steel - pudin, tubular steel. • No retaining nut required. • Installs in seconds with Sammy X -Press Ita Tool, • Provides design flexibility. saving time & installation costs. • Manufactured in the U.S.A. • Use in applications where access to the back of the installed fastener is prohibited; ie. metal roof deck, tubular steel, or vapor barrier fabric. Watch a video demmst, Oon at ®www°itwbuildex°com Approvals Rod Size 7*01 f4 Of t+ Part Number Model Description Ultimate Pullout (lbs) UL Test Load (lbs) UL Min FM Test Max Box Case Application Qty Thick Load (Ibs) Thick Qty y 3/8" 8293957 SWXP 35 Sidewinder X -Press 35 1250 (314' Pipe) 1798(16ga) 80 (Luminaire) .059' 416 (Con&at&Cable) .125° 25 125 Pullin nformation, visit www.itwbuildex.com SAMMY X -PRESS SWIVELTM - Swivel Application Application Product Features • The Sammy X -Press Swivel allows you to hang plumb in extreme roof pitches: - 89° in z-pur(in - 45° in metal deck for 12/12 pitch • Installs in seconds with Sammy X -Press It® Tool, saving time & installation costs • Use in applications where access to the back of the installed fastener is prohibited. ie. metal roof deck, tubular steel, or vapor barrier fabric. • Less jobsite material needed. • No retaining nut required. • Provides design flexibility. • Manufactured in the U.S.A. (4wwwilwbuildex.com Watch a video demonshation at) Rod Part Approvals Size Number Model Description Ultimate Pullout (lbs) UL Test UL Min FM Test FM Min Max Box Case Application Load (lbs) Thick Load (lbs) Thick Thick Qty Qty 114415; ;1:4/14.; =;77 7:775AP7'7 (F‘P 3/8" 8294922 SXP 20 3/8" 8295922 SXP 35 Swivel 1061 (22 ga Vert) X -Press 20 829(45" Off Vert) Swivel 1675 (16 ga Vert) X -Press 35 1558 (89° Off Vert) Swivel 1861 (22 ga Vert) 1/2' 8272957 SXP 2.0 X -Press 2.0 829(457 Off Vert) Swivel 1675 (16 ga Vert) 1/2" 8271957 SXP 3.5 X -Press 3.5 1558 (89° Off Vert) 750(2" PO) 170 verfigal (Luminaire) 80 45*. (Luminaire) .029" 635 (2' Pipe) .029" .125 25 125 Metal Desk 283 Vertical (Conduit & Cable) 2338-/ 45* (Conduit & Cable) 1250 (3-1/2' Pipe) 250 Vertical (Luminaire) 80 @ 90° (Luminaire) .059° 500 Vertical (Conduit & Cable) 333 @ 89° (Conduit & Cable) 635 (T Pipe) .029' .125" 25 125 Purlin .0270 .125' 25 125 Metal Deck .060" .125" 25 125 Pudin SAMMY X -PRESS IT Installation Tool Application Product Features • The Sammy X -Press expands to provide direct vertical attachment in: - metal deck (22-16 gauge) - z-purlin (18-16 gauge) • Manufactured in the U.S.A. (:)===) Part Number 8194910 8152910 *Tool Includes: Sleeve, Bit Receiver, Hex Wrench, and 25/64" Drill Bit Model UXP1T* XPDB Description Qty Universal X -Press 1t Tool 25/64" Drill Bit To find a distributor near you, call 800-BUILDEX SAMM YS® FOR CONCRETE SAMMYS° FOR CONCRETE - Vertical Application Application Product Features • Easy two step process (Drill hole & drive Sammys concrete anchor). •'/." pre -drilled pilot hole required. • Concrete Installation Tool available for a one tool installation process. • Manufactured in the U.S.A. #14 Black Nut Driver Part # 8113910 #14SW Red t— Nut Driver —E Part # 8114910 watch a video demonstration et www. itwbuildex.com Approvals Rod Part Size Number VERTICAI. MOUNT Model Screw Ultimate FM Test Box Case Descriptions Pullout (lbs)* Load (lbs) Qty Qty 1/4" 3/8 8058957 8059957 3/8" 8145925 112' 8060925 CST 200 CST 20 CST 20 -SS CST 2 5/16 x 1-3/4" 2400 5116 x 1-3/4" 2400 5/16 x 1-3/4" 2400 5/16 x 1-3/4" 2400 475 25 25 25 25 125 125 125 125 * Tested in 3000 PSI concrete SIDEWINDER° FOR CONCRETE - Horizontal Application Application Product Features • Easy two step process (Drill hole & drive Sammys concrete anchor). •'/4" pre -drilled pilot hole required. • Concrete Installation Tool available for a one tool installation process. • Manufactured in the U.S.A. #14SW Red Nut Driver Part # 8114910 Watch a video demonstration at www.itwbuildexcom Approvals Rod Part Size Number Model Screw Ultimate FM Test Box Case Descriptions Pullout (lbs)* Load (lbs) Qty Qty H ONTAL MOUNT 1/4" 8062957 SWC200 3/8" 8061957 SWC 20 5/16 x 1-3/4" 5/16 x 1-3/4" 2450 2450 1475 25 25 125 125 Tested in 3000 PSI concrete SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation -•"� V each time. When the face of the dr ver comes into contact with the material ou are installin Into, continue ddllin until nut drivers Ins OHS y g 9 PMnmhruruaeo a sa- free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. For the most up to date information, visit www.itwbuildex.com 10 A Ut24JW SAMMYS SWIVEL HEADTM FOR CONCRETE - Swivel Application Application Product Features • Installs vertically and swivels up to 89° in wood & concrete structures. • Eliminates distortion of threaded rod. • 1/4" pre -drilled pilot hole required. • Concrete installation tool available for a one piece installation process. • Manufactured in the U.S.A. #14 SH Orange Nut Driver Part # 8273910 Approvals Rod Part Size Number Model Screw Ultimate Box Case Descriptions Pullout (lbs)' Qty Qty SWIVEL MOUNT 3/8" 8269957 SH-GST/CST 20 5/16 x 1-314" 1/2" 8303957 SH-GST/CST 20 5/16 x 1.34" Note: UL Listed for wood - see page 5 2537 in 3000 psi concrete 1459 @ 45°off vertical in 3000 psi concrete 2852 in 6000 psi concrete 1636 @ 45°off vertical in 6000 psi concrete 2537 in 3000 psi concrete 1459 @ 45°off vertical in 3000 psi concrete 2852 in 6000 psi concrete 1636 @ 45°off vertical in 6000 psi concrete 25 125 25 125 ' Tested in 3000 PSI concrete CONCRETE / WOOD INSTALLATION KIT Application Rotary Hammer Drill into concrete Hammer Drill into concrete (9) (d) (h) (a) Part Nember Description Each Qty 8122910 Concrete Installation Kit (a) Kit indudes the following items: 8113910 #14 Black Nut Driver (b) 1 8114910 #14 SW Red Nut Driver (c) 1 8116910 #250 Bit (1/4") (d) 1 8117910 SDS Bit (114") (e) 1 8118910 7/32 Wood Bit (f) 1 8120910 HEX 250 Bit Receiver (1/4") (9) 1 8098910 SL 250 Sleeve (h) 1 8121910 SDS B250 Bit Receiver (1/4")* 'Only sold separately - not included in kit. 11 To find a distributor near you, call 800-BUILDEX Use the Speedy Pole Toor for easy installation of ceiling screws without ladders or scaffolding! (see pg 13 for details) • ACCESSORIES SAMMYS TOGGLETM Application Installation Steps #14 Blackf Nut Driver Part # 8113910 Pre -Cast Hollow Core Concrete 1. Pre -drill a 5/8" hole with a regular drill or hole saw. 2. Insert SST screw into #14 black nut driver. With wing nut and washer on bolt, insert wing nut through surface, and begin installation. 3. When bolt is secure and nut driver spins free, stop drill motor and remove. 4. SST screw is now ready to receive 1/4", 3/8", or Metric all thread rod or bolt stock. Rod Size Part Number Model Screw Descriptions Ultimate Pullout (lbs) Box Qty Case Qty 1/4" 8063925 SST 300 3/8" 8064925 SST 30 1/4 x 3" 1/4 x 3" 450 (Lath & Piaster) 404 (2 Layers 5/8 Rock) 450 (Lath & Plaster) 404 (2 Layers 5/8 Rock) 25 25 125 125 CEILING SCREWS Application Product Features CWIT Installation Tool Part#8110910 • 3/16" eyelet to accommodate common wire size. • ICC approvals can be found at www.itwbuildex.com under Evaluation Report # ER -5367. Approvals Substrate Part Number Model Point Description Overal Total Ultimate Max ICC Test Box Case Length Pullout (lbs) Gauge Load (lbs) Qty Qty ICC STFFt ICC STEEL WOOD ICC STEEL ICC 8107957 CWSD 1` Teks 8190957 CWSD 15* Gimlet Teks 8108957 CWSD 2` Teks 8110910 CWIT Installation Tool 1/4 x 1" 1/4 x 1-1/2" 1/4x2" 2° 2-3/4" 3.1/4" 472 (20 ga) 472 (20 ga) 1393 (Fir) 472 (209a) 16 ga. 170 (20 ga.) 25 20 ga. 170 (20 ga.) 25 125 16 ga. 170 (20 ga.) 25 125 1 * Does not comply with ROHS requirements 125 For the most up to date information, visit www.itwbuildex.com 12 DEKTITE° PIPE FLASHING Application Product Features STAY UP TO CODE! snth a uidex, mono cfficitct ray t, flash your rt'rigerotion rfrtrzcr units. • Complies with NFPA 13 Code Changes. • Flashing for dry pendant sprinklers subject to extreme temperature changes. • One piece construction is easy to install. • Pipe diameter markings ensure accurate fit. • EPDM temperature range of -65°F to +250°F. Part Number Description Pipe Outside Diameter Dektite Base Diameter Dektite Height Box Qty 4001910 4003910 4004910 Mini 1 2 1/4°-1-118' 1/4° - i-3/4° - 3-1/4' 3-1/2" 4-3/4" 6-1/4" 1.314" 20 3° 10 4" 10 SPEEDY POLE TOOLTm & UNIVERSAL SOCKET KIT Universal Pole Tool Socket Kit (8129910) Includes: Product Features • Adaptor Plug (a) • Socket Driver for SAMMYS (b) • Socket Driver for Ceiling Wire Screws (c) • Socket Driver for 1/4" Standard Nut Drivers (d) • Stud Plug for Viper or Ladd Powder Actuated Attachment (e) (Items not sold seperately) • The Pole Tool and Universal Socket lOt provide easy and safe installation for. - Sammys - Threaded Rod - Pencil Rod - Ceiling Screws - Jack Chain - Wire - Screws Watch a video demonstration at www.itwbuildex.com • Ideal for retrofit and hard -to -reach projects in wood and steel. Part Number Description Box Qty 8123910 8124910 8125910 8126910 Pole Tool 6' (3 - G) Pole Tool 17 (4' -12') Pole Tool 18' (6' -18')_ Pole Tool 24 (8' - 24') 8127910 Sammys Socket Driver 8128910 Ceiling Wire Socket Driverfor wire and chain 8129910 Universal Pole Tool Socket Kit 1 1 SPOT -RITE LEVEL"' Part Number 8130910 Model Ea. Qty Spot Rite Level Product Features 1/2", 3/4", and 1" threading • Magnetic strip for ease of use • Pocket Sized • Lightweight • 3 -vial design for measurement of 0°, 45°, and 97 angles To find a distributor near you, call 800-BUILDEX APPROVALS Part Number Model Rod Size SAMPAYS"FOR WOOD - PIPE HANGER Mount Direction UL Max Pipe Size UL Test Load (Ibs) UL Min Wood Thickness FM Max Pipe Size FM Test Load (Ibs) FM Min Wood Thickness 8007957 8020957 808957 8068925 8010957 8009925 8022925 8021957 8073925 8269957 8269957 8139957 GST10 SWG 10 GST 20 GST 20 -SS GST 30 GST 25-380 SWG 25-380 SWG 20 SWG 20 -SS SH-GST/CST 20 SH-GST/CST20 SH -GST 20 3/8' 3/8" 3/8' 3/8" 3/8' 3/8° Vertical Horizontal Vertical Vertical Vertical Vertical 343' Horizontal 3/8" Horizontal 3/8' Horizontal 3/8° 45° Angle off Vertical 3/8' 45° Angle off Verbal 3/8" 17° Angle off Vertical CPUC 1-1/2' CPVC 1-1/2' 2-1/2' 2-1/2" 4' 4" 3-1/2° - 4'" 2-1/2" - 2-1/2" 2-1/2" 4' 3" 300 300 850 850 1500 1500 1500 1050 850 850 1500 1050 1-1/2" 1-1/2' 1-1/2' 1-1/2" 1-1/2' 1-1/2" 1-1/2' 1-1/2° 1-1/2' 1-1/2° 1-1/2' 1-1/2° 4" 1475 1-1/2' 4" 1475 1-1/2' 4° 1475 1-1/2" 8038957 8037957 8039957 8045957 8046957 8055957 8056957 8054957 8137957 DSTR 1 DSTR 1-1/2 DSTR 516 DST 516 TEK 50 SWDR 1 SWDR 516 SWDR 1-1/2 SH-DSTR 1 8268957 SH-TEK 50 3/8" 3/8" 3/8" 3/8° 3/8" 3/8" 3/8" 3/8" 3B" 3/8" 8150922 XP 20 3/8" 8153922 XP 35 8294922 SXP 20 8295922 SXP 35 8293957 SWXP 35 3/8" 3/8' 3/8" 3/8" Vertical Vertical Vertical Vertical Vertical Horizontal Horizontal Horizontal 17° Angle oft Vertical Vertical 70° Angle off Vertical Vertical Vertical Vertical or up to 45° Vertical or up to 89° Horizontal 4" 4" 4" 4° 4" 4" 4" 4" 4" 2-1/2" 4" 2-1/2" 4" 2' 3-1/2" 3-1/2" 1500 1500 1500 1500 1500 1500 1500 1500 1500 850 1500 850 1500 750 1250 1250 .035' .035" .037° .188° .250' .037° .037' .037' .035' .027' .060" .027" .060" .060" 4" 4° 4' 4° 4" 4" 4' 4" 4" 1475 1475 1475 1475 1475 1475 1475 1475 1475 2' 940 4' 1475 2° 940 4° 1475 2" 635 2° 635 .105' .105" .105" .188" .188" .060" .060" .060' .105' .029" .105" .029' .125° .029" .029" SAMMYS FOR CONCRETE - ME HANGER 8059957 CST 20 3/8" 8061957 SWC 20 8150922 XP 20 8150922 XP 20 3/8" 3/8" 3/8" Vertical Horizontal Vertical Vertical 4" 4" 2-1/2' 850 Pre -Pour Structural @ 3000psi 2-1/2" 850 Post -Pour Range II LWC <_ 35 PCF (Ibs/ft3) 1475 1475 3000 3000 Part Model Rod amber Size SA M.,yS FORSTEElY uJMIN, E RUING Mount Direction UL Load Rating (Ibs) UL Min Steel Thickness 8150922 8153922 8181922 8294922 8295922 8293957 XP 20 XP 35 XP 200 SXP 20 SXP 35 SWXP 35 3/8' 3/8" 1/4" 3/8" 3B' 3/8" Vertical Vertical Vertical Vertical 45" Vertical 90" Horizontal 185 250 185 250 185 250 170 80 250 80 80 .027" 035" .027' .035° .027" 035° .027" .027" 060* .060° .060" Part Model Rod Mount Number Size Direction SAMMYS FOR STE NDDItT TUBING, AND CABLE UL Load Rating (Ibs) UL Min. Steel Thickness Listed Application 8150922 XP 20 8153922 XP 35 8294922 SXP 20 8295922 SXP 35 8293957 SWXP35 3/8" 3/8° 3/8" 3/8" Vertical Vertical Vertical Vertical 3/8" Horizontal 8149957 CZ2000 1/4" or 3/8" Onto Vertical Rod 283 500 283 500 500 .027" .060° .027° .060" .fit} Max 4 trade size EMT, RMC, and IMC & 5 trade size rigid PVC conduit Max 4 trade size EMT & 6 trade sze RMC, IMC, and rigid PVC conduit Max 4 trade size EMT RMC, and MMC & 5 trade size rigid PVC conduit Max 4 trade size EMT & 6 trade sze RMC, IMC, and rigid PVC conduit Max 4 trade size EMT & 6 trade sze RMC, IMC, and rigid PVC conduit UL Listed 4S16 - Cable Hanger, Cat. No. C -Z2000 Plenum Rated, Complies w/ NEC Standards Sheet Steel Gauges Gauge No. 22 ga. 20 ga. Nominal Decimal Equivalent .030" .036" `SWG 25-380 Maximum pipe size in composite wood joist allowed by UL is 3-1/2' `SWG 25-380 Maximum pipe size in wood timber or joist allowed by UL is 4° ""SWG 20 Maximum pipe size in composite wood joist allowed by UL is 2-1/2° ""SWG 20 Maximum ,i"e size in wood timber or'oist allowed b UL is 3" For the most up to date information, visit www.itwbuildex.com 18 ga. .048" 16 ga. .060" 14 ga. 12 ga. 1/8" 3116' 114" .075" .105" .125" .188" .250" UL compiance with NEC Standards. UL and FM tests were performed in compiance with NFPA 13 Standards. Fastening requirement 5 times weight of water -filled schedule 40 pipe plus 250 pounds. SPECIAL NOTES Engineering Note In 1996, the anchors listed by UL were tested in plate steel that measured .188" and .118". Subsequent testing was done for z-puriin applications in May 1997 using (.037") or 20 gauge steel. Most recently in 2008, testing with the new Sammy X -Press® was completed using (.030") or 22 gauge steel metal deck. Sammys® Nut Drivers Special nut drivers were designed to be used with Sammys. When the appropriate nut drivers are used for installation, the driver spins freely on the screw after installation is complete and eliminates the expected wrist snap, reduces over -torque, and prevents screw failure. Steel Screws Due to variations in hardness of certain metals, it should be noted that our self -drilling screws for steel will experience different drill speeds. 500-1500 RPM drill speed should be used. Metric Products Metric versions of the Sammy anchors are available at www.itwbuildex.com Sammys for Seismic Please visit www.itwbuildex.com for our current Seismic product offering. Vibratory Environments\; For attaching or anchoring in high vibratory environments, special care should be taken not just for building attachments but also for the hangers or assemblies being supported. Consult local code authorities for accepted anchoring devices. Composite Joist/Truss Truss manufacturers vary installation recommendations for composite joist. UL testing was completed to validate that Sammys and Sidewinders SWG 20 and SWG 25-380 can be installed into the top cord of a truss. Sammy GST 20 can be installed into the center of the lower cord of a composite joist. Penetration of the upright center web is permitted by some joist manufacturers. Consult truss manufacturer for recommended installation point. Pre -drilling may be required by joist manufacturers. If so, pre -drill pilot hole 1/8" smaller than root diameter of fastener. Consult the table below: Model GST 20 GST 25-380 SWG 20 SWG 25-380 Root Diameter .182" .280" .182" 280" Hole Size 1/8" 7/32° 1/8° 7/32" To increase efficiency of the installation process, sleeve tools, bit receivers, and wood bits are available for pre -drilling. NFPA/NEC Standards All UL and FM testing complies with NFPA 13 and NEC standards. Check with your local (AHJ) Authority Having Jurisdiction to confirm application and usage. UL Listings / FM Approvals UL and FM reports are available at www.itwbuildex.com UL FM s LISTED PPE MANGER aevmtc ALSO talED AS MeV F NO CAME HARDWARE MAO U M AS AMONON FOR LURMAPE Milt Technical Drawings Technical drawings are available and can be downloaded at www.itwbuildex.com in the following formats:.dwg, .dxf, and .igs. Manufactured in the U.S.A. Products Contact Information Technical Assistance: (800) BUILDEX Option #6 (x 3259) Customer Service: (800) BUILDEX Option #1 MANUFACTURED U SA To find a distributor near you, call 800-BUILDEX CATALOG ISSUE 2012 BUILDING IDEAS, THAT WORK FOR OVER 40 YEARS! QUALITY At ITW Buildex we pride ourselves on serving the construction industry for over 40 years with innovative, quality products that help our customers save time and money. We are, commited to our customers by providing world class customer service and technical support. We are here to help! Sammys Sammy X -Press Sammy X -Press It Sdewinder Sammy X -Press Svvel Sammy X -Press Side:Ander Tapcon'. Sammy Saddle Speedy Pole Tool Spot -Rite Level Dektte'. Smvel Head'". Sammys Toggle and Teks are trademares of Illmois Tool Works, Inc. Deklite Is a registered trademark of Deks Industries Pty Ltd. BX8a re,0712 ro 2012 ITdT Buildex and Illinois Tool Works. Inc SA MMYS® FOR WOOD Application Product Features Not less than 2' nominal width Wood Flooring IoNot less than 3° nominal thickness (2-1/7) (depth or side f Not member) • No pre -drilling required. • Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Wood Joist Double Sheelrock Ceiling Mirumu material mbedmenl into base )FPA 13 compliance. • Saves time from traditional methods. • Reduces installation costs. • Made in the U.S.A. Composite 1 Truss consult tees menufacturer for recommendedmstatlation point y'be revere dforGST noab/e on page 1/...'<.:'' #14 Black Nut Driver Part # 8113910 Wafch a video demonst,atlon of . www.itwbuildex.com AFprovals Rod Part Size Number VERTICAL MOUNT Model Screw Descriptions Olt mate Pullout (Ibs) UL Test FM Test Box Case Load (lbs) Load (Ibs) Qty Qty #14 SW Red Nut Driver Part # 8114910 1/4" 8002957 GST 100 1/4 x1" 210 (7/16" OSB) 670 (314" Ply) 1/4" 8003957 GST 200 104 x 2• 1760 TO 1/4" 8004957 GST 300 1/4 x 3" 2060 (Fir) 3/8' 8007957 GST 10 114 x 1" 210 (715' OSB) 300 670 (3/4" Ply) -Q 3/8" 8008957 GST 20 1/4 x 2" 1760 (Fir) 850 1475 25 125 0- 3/8" 8068925 GST 20 -SS 1114x2" 1760 (Fir) 850 25 125 0. 3/8" 8009925 GST 25-380 3,8 x 2-1/T 2113 (Fir) 1500 25 125 1• ' 3/8" 8010957 GST 30 114x3' 2060 (Fir) 1500 1475 25 125 3/8' 8069925 GST 30 -SS 1/4 x 3" 2060 (Fir) 25 125 3)8' 8011925 GST 40 1€4 x 4° 2180 (Fir) 25 125 1/2" 8013925 GST 2 14 x 2" 1760 (Fir) 25 125 1/2" 8014925 GST 2.5.380 38 x 21/2' 2113 (Fr) 25 125 1/2" 8015925 GST 3 1/4 x 3" 2275 (Fir) 25 125 25 125 25 125 25 125 25 125 MADE IN U.S.A SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. For the most up to date information, visit www.ivvbuildex.com SAMMYS® FOR STEEL SAMMYS° FOR STEEL - Vertical Application Application Product Features no P e are q uire- • Made with Teks® self -drilling fasteners - no pre -drilling required. • Installs into steel range from 20 gauge - 1/2" thicknesses. • Saves time from traditional methods. • Reduces installation costs. • Quick to install using the Sammys Nut Driver with an 18V cordless drill/driver. • A standard screwgun with a depth sensitive nosepiece should be used to install Teks. For optimal fastener performance, the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. • Made in the U.S.A. Watch a adeo demwrstrafion at www.itwbulldex.com) Approvals Rod Part Size Number #14 Black Nut Driver Part # 8113910 #14 SW Red 8036925 Nut Driver — Part # 8114910 'Includes retaining nut — kr-0,2 O 1/4" 1/4" 1/4" 1/4" 1/4" 343' 3/8" 3/8" 8024957 8025957 8026957 8027957 8030957 8038957 8037957 8039957 Screw Ultimate UL Test FM Test Min Descriptions Pullout (lbs) Load (lbs) Load (lbs) Thick DSTR 100 • 1/4-20 x 1" TEKS 3 DST 100 1/4-14 x 1" TEKS 3 DST 150 1/4-14 x 1-1/2' TEKS 3 DST 200 1/4-14 x 2" TEKS 3 TEK 500 12-24 x 1-1/2" TEKS 5 DSTR 1* 1/4-20 x 1' TEKS 3 DSTR 1-1/2 • 12-24 x 1-1/2' TEKS 5 DSTR 516' 5/16.18 x 1-1/4" TEKS 3 3/8" 8040957 DST 10 3/d" 8077925 DST 10 -SS 3/8" 8041957 DST 15 3/8" 8078925 DST 15 -SS 3/8" 8042957 DST 20 3/8" 8043957 DST 25 3/8" 8044957 DST 30 3/6" 8045957 DST 516 3/8" 8046957 TEK 50 112" 8031925 DST2.0 1/2" 1/2" 1/2" 1/2" 8033925 8034925 8035925 MADE IN U.SA wa DSTR 1.0* DSTR 5.16* DST 5.16 TEK 5..0 1/4-14 x1" TEKS 3 114-14 x 1" TEKS 3 1/4-14 x 1-1/2" TEKS 3 1/4-14 x 1-1/2" TEKS 3 1/4-14 x 2" TEKS 3 1/4-14 x 2-1/2" TEKS 3 1/4-14 x 3' TEKS 3 5/16-18 x 1-1/4' TEKS 3 12-24 x 1-1/2" TEKS 5 1/4-14x2" TEKS 3 1/4-20 x 1" TEKS 3 5/16.18x1-1/4 TEKS3 5/16-18 x 1-1/4" TEKS 3 12-24 x 1-1/2" TEKS 5 1510 (20 ga.) 446 (20 ga.) 970 (16 ga.) 446 (20ga.) 3125 (3/16") 1510 (20ga) 1510 (3/16") 2200 (20ga) 446 (20 ga.) 970 (16 ga.) 446 (20 ga.) 970 (16 ga.) 446 (20 ga.) 970 (16 ga.) 446 (20 ga.) 970 (16 ga.) 446 (20 ga.) 970 (16ga.) 446 (20 ga.) 970 (16ga.) 446 (20 ga.) 970 (16ga.) 1500 (3/16") 3125 (3/16") 446 (20 ga.) 970 (16 ga.) 1510 (20 ga.) 2220 (20 go.) 1500 (3/16") 3125 (3/16") .036"-20 ga 3/16" 25 125 .036"-20 ga 3/16" 25 125 .036"-20 ga 3/16" 25 125 .036"-20 ga 3/16° 25 125 .188"-3/16" 1/2" 25 125 1500 1475 .936 -20 ga 3/16" 25 125 1500 1475 .060"-16 ga. 1/2" 25 125 1500 1475 .036.-20 ga 3/16" 25 125 .036'-20 ga 3/16" 25 125 .036"-20 ga 3/16" 25 125 .036"-20 ga 3/16" 25 125 .036'-20 ga 3/16' 25 125 .036"-20 ga 3/16" 25 125 .036"-20 ga 3/16' 25 125 036"-20 ga 3/16" 25 125 1500 1475 .125-1 /8' 3/16" 25 125 1500 1475 .250"-1/4° 1/2" 25 125 .188"-3116" 1/4" 25 125 .036"-20 ga 3/16" 25 125 .036"-20 ga 3/16' 25 125 .125%1/8" 3/16° 25 125 .188'-3/16' 1/2' 25 125 SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. For the most up to date information, visit www.itwbuildex.com SAMMYS® FOR CONCRETE 1 SAMMYS° FOR CONCRETE - Vertical Application Application Product Features • Easy two step process (Drill hole & drive Sammys concrete anchor). • /4" pre -drilled pilot hole required. • Concrete Installation Tool available for a one tool installation process. • Made in the U.S.A. Watch a video demonshatiomat www.itwbuildexco Approvals Rod Part Size Number Model Screw Ultimate FM Test Box Case Descriptions Pullout (lbs)` Load (lbs) Qty Qty VERTICAL MOUNT #14 Black 1/4" 8058957 CST 200 Nut Driver Part # 8113910 ▪ 8059957 CST 20 #14SW Red..._3/8" 8145925 CST20-SS Nut Driver — 1/? 8060925 CST2 Part # 8114910 5/16 x 1-3/4" 2400 25 125 5/16 x 1-3/4" 2400 1475 25 125 5/16 x 1-3/4" 2400 25 125 5116 x 1-3/4" 2400 25 125 • Tested in 3000 PSI concrete SIDEWINDER° FOR CONCRETE - Horizontal Application Application Product Features • Easy two step process (Drill hole & drive Sammys concrete anchor). •'/4" pre -drilled pilot hole required. • Concrete Installation Tool available for a one tool installation process. • Made in the U.S.A. #14SW Red Nut Driver Part # 8114910 Watch a deo demonstration at www.itwbuildex.com Approvals Rod Part Size Number Model Screw Ultimate FM Test Box Case Descriptions Pullout (lbs)* Load (lbs) Qty Qty [ HORIZONTAL MOUNT 1 /4" 318" MADE IN U.S.A 8062957 SWC 200 5/16 x 1-3/4" 8061957 SWC 20 5/16x 1-314" 2450 25 125 2450 1475 25 125 • Tested in 3000 PSI concrete SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. For the most up to date information, visit www.itwbuildex.com 10 Valves & Accessories f FireLock® Buterfly Valve Style 705 with Weatherproof Actuator ✓ctaulid 10.81 Approvals/Listings: c®US FM LISTED # G410001 104j/04 See Victaulic Publication 10.01 for more details. VdS LPCB Product Description: The Series 705 Butterfly Valve features a weatherproof actuator housing Approved for indoor or outdoor use, a ductile iron body and disc with EPDM seats. Designed for fire protection services only. Victaulic FireLock Series 705 Butterfly Valve is cULus Listed, LPCB Listed, FM and VdS Approved for 300 psi/2068 kPa service. Contact Victaulic for details of agency approvals. Job/Owner System No. Location Contractor Submitted By Date Material Specifications: Body: Ductile iron conforming to ASTM A-536, grade 65-45-12 End Face, 2 — 6750 — 150 mm: Ductile iron conforming to ASTM A-536, grade 65-45-12 Seal Retainer, 8 — 127200 — 300 mm: Ductile iron conforming to ASTM A-536, grade 65-45-12 Coating: Black alkyd enamel Disc: Ductile iron conforming to ASTM A-536, grade 65-45-12, with electroless nickel coating conforming to ASTM B-733 Seat: 0 Grade "E" EPDM Stems: 416 stainless steel conforming to ASTM A-582 Stem Seal Cartridge: C36000 brass Bearings: Stainless Steel with TFE lining Stem Seals: EPDM Stem Retaining Ring: Carbon steel Actuator: ❑ 2 — 8750 — 200mm: Brass or bronze traveling nut on a steel lead screw, in a ductile iron housing ❑ 10 — 12"/250 — 300mm: Steel worm and cast iron quadrant gear, in a cast iron housing Engineer Spec Section Paragraph Approved Date victaulic.com 1 Butterfly Valve I Series 705 I Publication 10.81 10.81 5662 Rev F Updated 11/2014 © 2014 Victaulic Company. All rights reserved. 1 ✓ctaulid victaulic.com I Butterfly Valve I Series 705 I Publication 10.81 Approvals and Listings: Size 3 Approval/Listing Service Pressures Series 705 Butterfly Valve cULus FM Vds LPCB 2750 mm up to 300psi/2068kPa n/a up to 300psi/2068kPa up to 300psi/2068kPa 21/2765 /65 mm ! up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa up to 300psi/2068kPa 76.1 mm up to 300psi/2068kPa up to 300psi/2068kPa 3"/80 mm up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 47100 mm i 9 up to 300psi/2068kPa � up to 300psi/2068kPa up to 300psi/2068kPa t up to 300psi/2068kPa 5"/125 mm up to 300psi/2068kPa i up to 300psi/2068kPa n/a t up to 300psi/2068kPa 139.7 mm up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 6"/150 mm up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 165.1 mm up to 300psi/2068kPa up to 300psi/2068kPa I up to 300psi/2068kPa n/a up to 300psi/2068kPa 87200 mm up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 10"/250 mm >_ up to 300psi/2068kPa up to 300psi/2068kPa n/a n/a up to 300psi/2068kPa up to 300psi/2068kPa 12"/300 mm up to 300psi/2068kPa up to 300psi/2068kPa 10.81 5662 Rev F Updated 11.2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 2 \Ctaaulic: victaulic.com I Butterfly Valve I Series 705 I Publication 10.81 Dimensions: A NOTE: OPTIONAL W/15MM TAP AVAILABLE. CONTACT VICTAULIC FOR DETAILS. �-D Nominal Size inches mm Actual Outside Diameter inches mm -- E to E A inches mm B inches mm C inches mm ' D inches mm Dimensions E inches mm F inches mm G I inches mm DIA H inches mm J inches mm 2 60.3 2.375 60.3 4.25 108.0 2.28 57.9 6.41_ 162.8 € _ 4.00 101.6 4.22 107.2 4.50 114.3 2.12 53.8 2' 73 2.875 73.0 3.000 76.1 3.77 95.8 3.77 95.8 2.28 57.9 . 7.54_ 191.5 _ _ 4.00 101.6 4.22 I 107.2 4.50 114.3 1.77 45.0 1.77 45.0 76.1 mm 2.28 57.9 7.54 191.5 _ 4.00 101.6 i 4.22 107.2 4.50 114.3 3 88.9 3.500 88.9 3.77 95.8 2.53 64.3 7.79_ 197.9 _ 4.50 114.3 4.22 [ 107.2 4.50 114.3 1.77 45.0 108 mm 4.250 108.0 4.63 117.6 2.88 73.2 8.81 223.8 _ I 5.50 139.7 € 4.22 107.2 4.50 114.3 2.20 55.9 4 114.3 133 mm 4.500 114.3 4.63 117.6 5.88 149.4 2.88 73.2 3.35 85.1 8.815.50 223.8 _ _ 5.50 139.7 6.56 166.6 4.22 107.2 4.50 114.3 2.20 55.9 2.58 65.5 5.250 133.0 10.88 276.4 _ 6.19 157.2 6.30 160.0 139.7 mm 5 141.3 5.500 139.7 5.563 1413 5.88 149.4 5.88 149.4 3.35 85.1 3.35 85.1 10.88 276.4 10.88 276.4 1-6.56 j _ _ 6.56 166.6 6.56 166.6 6.19 157.2 E 6.19 157.2 6.30 160.0 6.30 160.0 2.58 65.6 2.58 65.5 159 mm 6.250 159.0 5.88 149.4 3.84 97.5 11.38 289.1 - 0.41 10.4 7.52 191.0 6.19 1572 6.30 160.0 2.58 65.5 165.1 mm 6.500 165.1 5.88 149.4 3.84 97.5 11.38 289.1 _ I 0.41 ( 10.4 7.52 191.0 6.19 157.2 6.30 160.0 2.58 65.5 6 168.3 8 219.1 6.625 168.3 8.625 219.1 5.88 149.4 3.84 97.5 11.380.41 289.1 13.53 343.6 I _ 0.80 20.3 10.4 ( 1.47 37.3 7.52 191.0 10.00 254.0 6.19 157.2 6.19 157.2 6.30 160.0 8.10 205.7 1.90 48.3 2.33 59.2 5.33 135.4 5.07 128.8 10 273 10.750 273.0 6.40 162.6 6.37 161.8 15.64 397.3 1 1.41 35.8 1.81 46.0 12.25 311.2 8.10 1 205.7 9.00 228.6 _ 12 323.9 12.750 323.9 6.50 165.1 7.36 186.9 i ? 16.64 422.7 2.30 58.4 2.80 71.1 14.25 362.0 8.10 j 205.7 9.00 228.6 - 10.81 5662 Rev F Updated 11/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 3 ✓ctaulic' victaulic.com 1 Butterfly Valve 1 Series 705 I Publication 10.81 Performance: The chart expresses the frictional resistance of Victaulic Series 705 Butterfly Valve in equivalent feet/ meters of straight pipe. Nominal Size mm inches Outside Diameter mm inches Equivalent Feet/m of pipe 2 2.375 6 50 60.3 1.8 21 2.875 6 65 73.0 1.8 76.1 mm 3.000 76.1 6 1.8 3 3.500 7 80 88.9 2.1 4 4.500 8 100 114.3 2.4 108mm 108mm 2.4 5 5.563 12 125 1413 3.7 133 mm 133 mm 12 3.7 139.7 mm 5.500 139.7 12 3.7 6 6.625 14 150 168.3 4.2 159mm 159mm 14 4..33 165.1 mm 6.500 165.1 14 4.2 8 8.625 16 200 219.1 4.9 10 10.750 18 250 273.0 5.5 12 12.750 19 300 323.9 5.8 10.81 5662 Rev F Updated 11/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 4 ✓ctaulic victaulic.com I Butterfly Valve I Series 705 I Publication 10.81 ._._.._.._....... Performance: Cy values for flow of water at +60°F/+16°C through a fully open valve are shown in the table below. For additional details, contact Victaulic. Formulas for Cv values AP = Q2/Cv2 Q=CvxVAP Where: Flow Coefficient Q (Flow) i GPM AP (Pressure Drop) € I Valve Size I Full Open Nominal Size 1 inches ! mm Actual Outside Diameter inches mm Flow Coefficient C, 1 2 50 2.375 60.3 .._.._.........._.._..____............_"P ___......___._ 2.875 73.0 170 .................._...---..._..._... .___ 260 F--- -.___ 21/2 65 76.1 mm 3.000 76.1 260 3 80 3.500 88.9 440 4 100 108mm 4.500 114.3 108mm 820 820 5 125 5.563 141.3 5.563 141.3 133mm 1200 133mm 133mm 5.500 139.7 1200 139.7 mm 1200 6 150 6.625 168.3 i 1800 159 mm 159 mm 1800 [ 165.1 mm 6.500 165.1 1800 8 200 8.625 219.1 3400 10 250 10.750 273.0 5800 12 300 12.750 323.9 9000 Formulas for Kv values AP = Q2/Kv2 Q=KvxVAP Where: Flow Factor Q (Flow) m3/hr bar AP (Pressure) Valve Size I Full Open Nominal Size inches mm Actual Outside Diameter inches mm Flow Coefficient Kv 2 50 2' 65 2.375 60.3 2.875 73.0 j 147 225 76.1 mm 3 80 4 100 7600 3.500 88.9 225 380 4.500 114.3 j 710 108mm 108mm 710 5 125 133 mm 5.563 141.3 133mm ; 1040 1040 139.7 mm 5.500 139.7 1040 6 150 159 mm 6.625 168.3 159 mm 1560 1560 165.1 mm 6.500 165.1 1560 8 200 8.625 219.1 2940 10 250 12 300 10.750 273.0 5020 7790 12.750 323.9 1 10.81 5662 Rev F Updated 11/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 5 ✓ctaulic* victaulic.com 1 Butterfly Valve I Series 705 I Publication 10.81 Switch and Wiring: 1. The supervisory switch contains two single pole, double throw, pre -wired switches. 2. Switches are rated: 10 amps @ 125 or 250 VAC/60 Hz 0.50 amps @ 125 VDC 0.25 amps @ 250 VDC 3. Switches supervise the valve in the "OPEN" position. 5. One switch has two #18 insulated wires per terminal, which permit complete supervision of leads (refer to diagrams and notes below). The second switch has one #18 insulated wire per terminal. This double circuit provides flexibility to operate two electrical devices at separate locations, such as an indicating light and an audible alarm, in the area that the valve is installed. 6. A #14 insulated ground lead (green) is provided. Switch #1 = S1 si For connection to the supervisory circuit of a UL Listed alarm control panel Switch #2 = S2 Auxiliary switch that may be connected to auxiliary devices, per the authority having jurisdiction { Normally Closed: (2) Blue Common: (2) Yellow Normally Closed: Blue with Orange Stripe S2 Normally Open: Brown with Orange Stripe Common: Yellow with Orange Stripe FIRE ALARM CONTROL PANEL SUPERVISORY CIRCUIT VOLTAGE SOURCE NO CCM SWrTCH CONTACT RAT,NG OA AT12S AND 250VAC, 05A AT 125 VDC. 025 AT 250VDC NMI INN o END -0E -LINE RESISTOR, OR NEXT INDICATOR Switch 1:2 leads per terminal Switch 2:1 lead per terminal BELL OR ORN NOTE: The above diagram shows a connection between the common terminal (yellow — S1 and yellow -with - orange stripe — S2) and the normally closed terminal (blue — S1 and blue -with -orange stripe — S2). In this example, the indicator light and alarm will stay on until the valve is fully open. When the valve is fully open, the indicator light and alarm will go out. Cap off any unused wires (e.g. brown with orange stripe). Only S1 (two leads per terminal) may be connected to the fire alarm control panel. The connection of the alarm switch wiring shall be in accordance with NFPA 72 and the auxiliary switch per NFPA 70 (NEC). Installation Reference should always be made to the 1-100 V,ctaulc FIeIo Insta,latlon Handbook for the product you are installing. Handbooks are Included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard egmpment without notice and without incurring obligations Trademarks Victaulic® is a registered trademark of Victaulic Company 10.81 5662 Rev F Updated 1112014 © 2014 Victaulic Company. All rights reserved. victaulic.com 6 ✓ctaulic Description Angle hose valves feature all brass* construction with forged or cast bodies for rigidity and light weight. Typical uses are in rack assemblies or any other application which requires a listed fire hose valve. Available in rough brass or polished chrome finish with a red hand wheel. UL, ULc Listed, FM Approved. Rated 300psi Installation Install in accordance with customary installation practices. Use an approved thread sealant such as PipeFit® Thread Sealing Paste with PTFE on the male threads to which the valve is being installed. DO NOT OVER TIGHTEN. Over tightening of the valve during installation ( o the male pipe threads may crack or deform the valve body. Only use ["- 'tools suitable for the installation of this product. Do not use pipe wrench extenders to increase leverage on pipe wrenches. This may result in valve damage as well as personal injury. The information contained herein is produced in good faith and is believed to be reliable but is provided for guidance and information purposes only. FPPI and its agents cannot assume liability or responsibility for results obtained in the use or misuse of its product by persons whose methods and qualifications are outside and beyond our control. It is the user's responsibility to determine the suitability of, methods of use, preparation prior to use, and appropriate installation for all products purchased from FPPI. It is the user's sole responsibility to observe and adapt such precautions as may be advisable or necessary for the protection of personnel and property in the handling and use of any of our products. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 + 1 (760) 599-1168 + 1 (800) 344-1822 + 1 (800) 344-3775 FAX © 2017 Fire Protection Products, Inc. Specifications Material: Cast or Forged Brass* Body Finish: Rough Brass Polished Chrome* Threads: 2 t/a" FNPT 2'/2" GRV 2 1/2" FNPT 1 Y2" FNPT x FNPT x MNST x MBCT x MOST x MONT x MPHX x MTEM x MCLV x MNYFD x MDET x MCF x MRCH x FNPT x MNST x MOST x MNYFD x 3 MNST x FNPT x MNST *Contains lead. Not for use in water systems intended for human consumption. 37WL Angle Hose Valves E - CLOSED C - OPEN ITEM # CONFIGURATION 07-000-00 2 1" FNPTX MNST 07-000-10 2 1/2" FNPTX MNST (PC) 07-001-00 2 1/2" GRV X MNST 07-001-02 2 1/2" GRV X MOST 07-001-03 21" GRV X MNYFD --- 07-002-00 2 1" FNPTX MBCT/NYCORP 5" 07-003-00 2 1/2" FNPTX MNYFD 5" 127 A (IN) E A (MM) 5" 127 5" 5" 5" 127 127 127 B (IN) 8.64" 8.64" 9.42" B (MM) C (IN) C (MM) ) D (IN) D (MM) I 219.5 10.41" 264.5 € 5.2" 132 ) 219.5 10.41" 264.5 5.2" 132 1 239.3 11.2" ' 284.3 5.12" i 130 239.3 11.2" 284.3 5.12" 130 239.3 11.2" , 284.3 ! 5.12" 130 219.5 10.41" 264.5 5.2" ' 132 219.5 10.41" 264.5 5.2" 132 07-004-00 ? 2 1/2" FNPTX MQST 5" 127 8.64" $ 219.5 07-005-00 i 2 Y" FNPT X MRCH 5" g 127 8.64" { 219.5 07-006-00 2 1/2" FNPT X MONT 5" 127 8.64" • 219.5 07-008-00 2 1/2" FNPT X MPHX 5" 127 8.64" , 219.5 07-010-00 2 1/2" FNPT X MTEM 5" 127 8.64" 219.5 07-012-00 2 1/2" FNPTX MCLV 5" 127 8.64" 219.5 07-014-00 i 2 1/2" FNPT X MDET 5" 127 8.04" ! 219.5 07-016-00 5" 127 2 Y" FNPTX MCF 8.64" 219.5 10.41" 264.5 5.2" 10.41" 264..5 5.2" 132 10.41" 264.5 5.2" 132 10.41" 264.5 5.2" 132 10.41" 264.5 5.2" 132 10.41" 264.5 5.2" 132 132 10.41" 264.5 5.2" 132 10.41" 264.5 132 07-020-00 2 Y" FNPTX FNPT 5" 127 8.64" 219.5 10.41" 1 264.5 5.2" 132 07-021-00 2 h" GRV X FNPT t 5" 127 9.42" 239.3 11.2" 284.3 5.12" 130 t 7.81" 198.5 3.84" 1 97.5 170.4 7.81" 198.5 3.84" 97.5 07-050-00 1 2 1/2" FNPTX 3 MNST 5" 127 , 8.64" 1 219.5 10.41" 264.5 07.74" 196.5 07-022-00 1 Y2" FNPTX MNST 07-024-00 1 'h" FNPTX FNPT 3.89" 98.8 6.71" 170.4 3.89" 98.8 6.71" 3198 LIONSHEAD AVE CARLSBAD, CA 92010 + 1 (760) 599-1168 + 1 (800) 344-1822 + 1 (800) 344-3775 FAX © 2016 Fire Protection Products, Inc. 11 TY TI .. FIRE SPRINKLER CORPORATION 4077 Airpark Dr. Standish, MI 48658.989-846-4583 • www.globesprinkler.com Technical Support • 989-414-2600 • techservice@globesprinkler.com MODEL UMC UNIVERSAL MANIFOLD CHECK ASSEMBLY (With or Without Control Valve) GENERAL DESCRIPTION The Globe Series "UMC" Universal Manifold Check is a first of its kind UL Listed and FM Approved complete floor con- trol station or shotgun riser assembly. It is pressure rated for 300 psi (20,6 bar). It provides the most compact "footprint" while delivering all of the necessary components for your floor control station as required by the NFPA Standards. With its multiple available configurations, it allows the con- tractor to order the suitable configuration for the site spe- cific needs. The "UMC" Universal Manifold Check is more than just a traditional stand-alone manifold. It serves as a complete floor control station as well as a complete shot- gun riser assembly inclusive of; Control Valve; Check Valve; Flow Switch; Test and Drain Assembly; Adjustable Pressure Relief Valve Assembly pre -piped to drain; supply gauge (4" and 6") and system gauge (1 1/4" through 6"). The "UMC" Universal Manifold Check replaces the need to order indi- vidual "Riser Manifolds" plus control valves, check valves, '-and relief valve kits as all of these components are inte- -as the labor to connect rated into the one theseact s separate rate components. asace The design takes into account both "left-hand" and "right-hand" orientations. FLOOR CONTROL ASSEMBLY The UMC may be utilized to meet the NFPA 13 require- ments for Floor Control Valve Assemblies where there are multistory buildings exceeding two stories in height requir- ing zoning by floor or whenever separate control and floor zoning is specified. The UMC has been engineered with space savings in mind for those commonly installed appli- cations in stairwell landings and small alcoves. All UMC assemblies include the NFPA 13 required Listed Pressure Relief Valve which is pre -piped to drain. The relief valve is preset for 175 psi and is adjustable to 310 psi for high pres- sure system conditions. In addition to the relief valve, the UMC is equipped with a Test and Drain Valve. The Test and Drain Valve contains a test orifice of K2.8 so that it may be utilized for flow testing any system with sprinklers having K - Factors of 2.8 or larger. Note: NFPA 13 requires that a test connection providing a flow rate equal to or less than one sprinkler of a type having the smallest orifice on the system is to be provided. A pressure gauge is provided above the check valve clap- per for sizes 1 '/<" through 3" to meet the gauge require- ment per NFPA 13 for Floor Control Assemblies. Typically the supply side gauge is not required for multistory build- ings with floor control stations as a system gauge would be on the main feed/riser but all Model UMC Manifold Check 'Valves are equipped with a 1/4" (DN 8) port below the clap - ,,der to accommodate a second gauge if desired. MODEL UMC UNIVERSAL MANIFOLD CHECK ASSEMBLY SHOTGUN RISER ASSEMBLY "Shotgun Riser Assemblies" are those assemblies which are typically installed in vertical orientations on individual system Risers. The Globe "Shotgun" Riser Manifold As- sembly is available in 4 inch (DN 100) and 6 inch (DN 150) sizes and is equipped with a control valve; check valve; flow switch; test and drain valve with NFPA required pres- sure relief valve; 2 gauges (system and supply). Sizes 4 in (DN 100) and 6 in (DN 150) are equipped with a pressure gauge on both system side and supply side of the check valve clapper. TECHNICAL DATA Approvals • cULus • FM Maximum System Working Pressure • 300 psi (20.6 Bar) End Connections • See Table A Materials of Construction • See Figure 1 *Multiple Patents Pending NOV 2017 GFV-120 Page 1 of 11 SECTION A -A ITEM NO. = DESCRIPTION MATERIAL 1 UMC VALVE BODY DUCTILE IRON 2 RECESSED HEX PLUG STAINLESS STEEL 3 FLOW SWITCH SEE FLOW SWITCH TECHNICAL LITERATURE 4 RIGID COUPLING SEE COUPLING TECHNICAL LITERATURE 5 BUTTERFLY CONTROL VALVE SEE BUTTERFLY CONTROL VALVE TECHNICAL LITERATURE 6 PRESSURE GAUGE PLASTIC 7 THREEWAY VALVE BRONZE 8 UMC COVER PLATE DUCTILE IRON 9 BOLT STAINLESS STEEL 10 FLOW WATCH ADAPTER DUCTILE IRON 11 MODEL UTD TEST AND DRAIN SEE GLOBE TECHNICAL DATASHEET GFV570 12 MODEL ARV ADJUSTABLE RELIEF VALVE SEE GLOBE TECHNICAL DATASHEET GFV575 13 FLOW SWITCH PLUG DUCTILE IRON 14 UMC VALVE CLAPPER STAINLESS STEEL 15 UMC VALVE CLAPPER RETAINING BOLT STAINLESS STEEL 16 UMC VALVE CLAPPER RETAINING NUT STAINLESS STEEL 17 UMV VALVE HINGE PIN STAINLESS STEEL 18 CLAPPER FACING RETAINING RING STAINLESS STEEL 19 CLAPPER FACING EDPM 20 FLOW SWITCH PLUG BOLT STAINLESS STEEL 21 CLAPPER SPRING STAINLESS STEEL NOTE: • 4" (DN100) shown as reference • See ordering procedure for replacement part kits and Table A through G for part numbers for all sizes and configurations • Flow switch rotated 90 degrees on 1-1/4" through 21/2" sizes FIGURE 1: MODEL UMC MANIFOLD CHECK ASSEMBLY MATERIALS OF CONSTRUCTION NOV 2017 GFV-120 Page 2 of 11 MODEL UMC MANIFOLD CHECK VALVE ASSEMBLY LEFT HANDED VS RIGHT HANDED .doth the shotgun riser assembly and the floor control station assembly are available as left handed or right handed assembly. The determining factor of the left handed vs right handed is the position of the Model UTD Test and Drain. While looking at the faceplate with the Model UMC valve in the vertical orientation and flow upward (shotgun riser orientation), the posi- tion of the Model UTD Test and Drain determines the "Hand" of the valve. If the Model UTD Test and Drain is connected to the port on the right side of the valve body, it is considered a right handed assembly. If the Model UTD Test and Drain is connected to the port on the left side of the Model UMC valve the assembly is considered left handed. TEST AND DRAIN ASSEMBLY UMC BODY TEST AND DRAIN ASSEMBLY MIRRORED PORTS FOR ALTERNATE TEST AND / DRAIN LOCATIONS ------- NOTE: NOTE: SUPPLY GAUGE NOT INCLUDED ON 3" ASSEMBLY FLOW FLOW LEFT HANDED ASSEMBLY RIGHT HANDED ASSEMBLY FLOW SWITCH NOTE: SUPPLY GAUGE NOT INCLUDED ON 3" ASSEMBLY BUTTERFLY VALVE MIRRORED PORT CONFIGURATION REPRESENTATIVE OF SIZES 3" THROUGH 6" FLOW SWITCH BUTTERFLY VALVE FLOW UMC BODY TEST AND DRAIN ASSEMBLY FLOW SWITCH MIRRORED PORT UMC BODY TEST AND DRAIN ASSEMBLY LEFT HANDED ASSEMBLY RIGHT HANDED ASSEMBLY CONFIGURATION REPRESENTATIVE OF SIZES 1 1/4" THROUGH 2 1/2" FIGURE 2: MODEL UMC MANIFOLD CHECK VALVE ASSEMBLY LEFT HANDED VS RIGHT HANDED NOV 2017 GFV-120 Page 3 of 11 TABLE A: 1 1/4" MODEL UMC ASSEMBLY CONFIGURATIONS SIZE ASSEMBLY R -RIGHT L -LEFT CONTROL VALVE UMC BODY END CONNECTIONS MODEL UTD TEST AND DRAIN SIZE PART NUMBER 1 1/4" R GL300T MXF THREADED 1" 317800 -R -B 1 1/4" R NONE MXF THREADED 1" 317800-R 1 1/4" L GL300T MXF THREADED 1" 317800 -L -B 1 1/4" L NONE MXF THREADED 1" 317800-L 1 1/4" R NONE GXG 1" 317843-R 1 1/4" L NONE GXG 1" 317843-L TABLE B: 1 1/2" MODEL UMC ASSEMBLY CONFIGURATIONS SIZE ASSEMBLY R -RIGHT L -LEFT CONTROL VALVE UMC BODY END CONNECTIONS MODEL UTD TEST AND DRAIN SIZE PART NUMBER 1 1/2" R GL300T MXF THREADED 1" 317803 -R -B 1 1/2" R NONE MXF THREADED 1" 317803-R 1 1/2" L GL300T MXF THREADED 1" 317803 -L -B 1 1/2" L NONE MXF THREADED 1" 317803-L 11/2" R NONE GXG 1" 317844-R 1 1/2" L NONE GXG 1" 317844-L TABLE C: 2" MODEL UMC ASSEMBLY CONFIGURATIONS SIZE ASSEMBLY R -RIGHT L -LEFT CONTROL VALVE UMC BODY END CONNECTIONS MODEL UTD TEST AND DRAIN SIZE PART NUMBER 2" R GL300G GXG 1" 317806 -R -B 2" R NONE GXG 1" 317806-R 2" L GL300G GXG 1" 317806 -L -B 2" L NONE GXG 1" 317806-L TABLE D: 2 1/2" (65 MM)/ 76.1 MM MODEL UMC ASSEMBLY CONFIGURATIONS SIZE ASSEMBLY R -RIGHT L -LEFT CONTROL VALVE UMC BODY END CONNECTIONS MODEL UTD TEST AND DRAIN SIZE PART NUMBER 2 1/2" R GL300G GXG 1 1/4" 317809 -R -B 2 1/2" R NONE GXG 1 1/4" 317809-R 2 1/2" L GL300G GXG 1 1/4" 317809 -L -B 2 1/2" L NONE GXG 1 1/4" 317809-L 76.1 mm R GLR300G GXG 1 1/4" 317809 -D -R -B 76.1 mm R NONE GXG 1 1/4" 317809 -D -R 76.1 mm L GLR300G GXG 1 1/4" 317809 -D -L -B 76.1 mm L NONE GXG 1 1/4" 317809 -D -L NOV 2017 G FV -120 Page 4 of 11 TABLE E: 3" (80 MM) MODEL UMC ASSEMBLY CONFIGURATIONS SIZE ASSEMBLY R -RIGHT L -LEFT CONTROL VALVE UMC BODY END CONNECTIONS MODEL UTD TEST AND DRAIN SIZE PART NUMBER 3" R GLR300G GXG 11/4" 317812 -R -B 3" R NONE GXG 1 1/4" 317812-R 3" L GLR300G GXG 1 1/4" 317812 -L -B 3" L NONE GXG 1 1/4" 317812-L TABLE F: 4" MODEL UMC ASSEMBLY CONFIGURATIONS SIZE ASSEMBLY R -RIGHT L -LEFT CONTROL VALVE UMC BODY END CONNECTIONS MODEL UTD TEST AND DRAIN SIZE PART NUMBER 4" R GLR300G GXG 2" 317817 -R -B 4" R NONE GXG 2" 317817-R 4" L GLR300G GXG 2" 317817 -L -B 4" L NONE GXG 2" 317817-L TABLE G: 6" (150 MM)/ 165.1 MM MODEL UMC ASSEMBLY CONFIGURATIONS SIZE ASSEMBLY R -RIGHT L -LEFT CONTROL - VALVE UMC BODY END CONNECTIONS MODEL UTD TEST AND DRAIN SIZE PART NUMBER 6" R GLR300G GXG 2" 317818 -R -B 6" R NONE GXG 2" 317818-R 6" L GLR300G GXG 2" 317818 -L -B 6" L NONE GXG 2" 317818-L 165.1 mm R GLR300G GXG 2" 317818 -D -R -B 165.1 mm R NONE GXG 2" 317818 -D -R 165.1 mm L GLR300G GXG 2" 317818 -D -L -B 165.1 mm L NONE GXG 2" 317818 -D -L y NOV 2017 GFV-120 Page 5 of 11 PRESSURE LOSS - PSI FLOW RATE - LPM 200 300 400 500 600 700800 1000 2000 3000 5000 7000 1.00 0.90 0.80 0.70 0.60 200 300 400 500 600 FLOW RATE - GPM 800 1000 0.40 0.30 0.20 0.10 0.09 0.08 0.07 0.06 0.05 0.04 2000 PRESSURE LOSS - BAR UMC Equivalent Length of Piping for Friction Losses Through Schedule 40 Pipe • 1-1/4" = 6 feet • 1-1/2" = 9 feet • 2" =8feet • 2-1/2" = 14 feet • 3" = 11 feet • 4" = 14 feet • 6" = 30 feet FIGURE 3: MODEL UMC MANIFOLD CHECK (WITHOUT BFV) FRICTION LOSS CURVES 1 1/4" TO 6" 7.00 • 6.00 5.00 4.00 F 200 FLOW RATE - LPM 300 400 500 600 700800 1000 2000 3000 5000 7000 0.40 --1 1.00 0.90 0.80 L 0.70 0.60 0.50 40 50 60 70 80 90100 200 300 400 500 600 800 1000 FLOW RATE - GPM 2000 0.30 0.20 0.10 0.09 0.08 0.07 0.06 0.05 0.04 PRESSURE LOSS - BAR UMC Equivalent Length of Piping for Friction Losses Through Schedule 40 Pipe • 1-1/4" = 8 feet • 2-1/2" = 22 feet • 6" = 38 feet • 1-1/2" = 11 feet • 3" = 17.5 feet • 2" = 12 feet • 4" = 18.5 feet FIGURE 4: MODEL UMC MANIFOLD CHECK (WITH BFV) ASSEMBLY FRICTION LOSS CURVES 1 1/4" TO 6" NOV 2017 GFV-120 Page 6of11 TABLE H: MODEL UMC AND BUTTERFLY VALVE END TO END DIMENSIONS Size End to End Dimension Without Butterfly Control End to End Dimension With GiotButterfly Control Valve End to End Dimon - sion Globe Butterfly Control Valve Valve 1 1/4" 10.75 12.89 2.64 MT x FT (273) (327) (67.9) 1 1/2" 10.75 13.12 2.87 MT x FT (273) (333) (73) 2" 10 ' 14.49 4.49 G x G (254) (368) (114) 2 1/2" 10.63 15.12 4.49 G x G (270) (384) (114) 76.1 mm 10.63 15.12 4.49 G x G (270) (384) (114) 3" 12.75 16.55 3.8 G x G (324) (420) (96.4) 4" 14.63 19.13 4.5 G x G (371) (486) (115.4) 6" 17.44 22.64 5.2 G x G (443) (575) (132.4) 165.1 mm 17.44 22.64 5.2 (443) (575) (132.4) NOV 2017 GFV-120 Page 7 of 11 SIZE A B C D E F G H 1 1/4" TXT 3.1 (79) 6.2 (157) 8.4 (214) 6 (150) 6.7 (170) 13 (328) 2 (50) 10.7 (272) 9.5 (241) 1 1/4" GXG 3.1 (79) 6.2 (157) 8.4 (214) 6 (150) 6.7 (170) 11.9 (301) 2 (50) 11.4 (290) - 1 1/2" TXT 3.1 (79) 6.2 (157) 8.4 (214) 6 (150) 6.7 (170) 13 (328) 2 (50) 10.7 (272) 9.5 (241) 1 1l2" GXG 3.1 (79) 6.2 (157) 8.4 (214) 6 (150) 6.7 (170) 11.9 (301) 2 (50) 11.4 (290) - 2" 3.9 (99) 5.4 (136) 7.6 (193) 6 (150) 6.8 (173) 11.9 (301) 2.1 (53) 10 (254) - 2 1/2" 3.3 (84) 6.7 (171) 9.2 (233) 6.2 (157) 7.2 (182) 12.3 (312) 2.3 (58) 10.6 (269) - 76.1 mm 3.3 (84) 6.7 (171) 9.2 (233) 6.2 (157) 7.2 (182) 12.3 (312) 2.3 (58) 10.6 (269) - FIGURE 5: MODEL UMC ASSEMBLY WITHOUT BFV DIMENSIONAL DRAWING FOR SIZES 1 1/4" TO 2 1/2" :r. .v E SIZE A 8 C D E F G H 6.5 6.9 9.4 6.4 16 2.4 12.7 3„ (165) (176) (238) _ (161) (406) (61) (324) 7 8.3 11.2 5.6 7 17.7 3 14.6 4„ (177) (210) (284) (143) (178) (449) (76) (371) 6" 8 (203) 9.5 (241) 12.4 (315) 6.4 (163) 7.9 (201) 19.9 (504) 3.9 (99) 17.5 (444) 165.1 mm 8 (203) 9.5 (241) 12.4 (315) 6.4 (163) 7.9 (201) 19.9 (504) 3.9 (99) 17.5 (444) FIGURE 6: MODEL UMC ASSEMBLY WITHOUT BFV DIMENSIONAL DRAWING FOR SIZES 3" TO 6" NOV 2017 GFV-120 Page 8 of 11 FLOW SWITCH REQUIREMENTS ,The Model UMC Floor Control/ Shotgun Riser assembly is old inclusive of a Potter VSR flow switch. The flow switch .utilizes exactly the same electrical and switch components as the Potter VSR flow switch but includes an adapter which attaches directly to the Model UMC Manifold Check as- sembly. This adapter has been tested as part of the UMC assembly to ensure the hydrostatic strength as well as the placement and sensitivity of the paddle is within the criteria set forth by UL and FM. The part number for the flow switch assembly can be found in the replacement parts section of the technical literature. The Potter VSR Flow switch includes 2 sets of switches, one set can be used to activate the central fire alarm system while the other set can be utilized to activate a local alarm (if necessary). See figure 7 for a typical wiring diagram for the Model VSR Flow switch. Note: For more information on the flow switch see www. pottersignal. com. CONNECTOR NEUTRAL FROM BREAKER NEUTRAL FROM BELL BREAKER J LINE FROM BREAKER BELL EOL (End Of Line Resistor) NOTE: When connecting to a UL Listed control panel, use the panel's resistor value for circuit supervision. FIGURE 7: MODEL VSR FLOW SWITCH TYPICAL WIRIN G DIAGRAM RED RED FIRE ALARM CONTROL PANEL SUPERVISORY CIRCUIT CONTACT RATINGS: 16A 125V/250 VAC COMMON (WHITE) VOLTAGE SOURCE YELLOW S-1 COMMON (WHITE) GEAR OPERATOR —2 COMMON (BLACK) 0 YELLOW GREEN ORANGE END OF UNE RESISTOR 1 OPERATOR CASE GROUND BLUE VALVE WRING SHOWN WITH VALVE IN OPEN POSITION AUX. DEVICE (BELL/HORN) FIGURE 8:TYPICAL BUTTERFLY VALVE WIRING DIAGRAM NOV 2017 GFV-120 Page 9 of 11 INSTALLATION AND MAINTENANCE INSTALLATION The Model UMC Floor Control/ Shotgun Riser assembly is sold as a complete unit, assembled and shipped in a single box. The Model UMC Manifold Check Valve must be installed in an accessible and visible location, which is maintained at or above a minimum temperature of 40°F (4°C). The UMC may be installed in the horizontal or vertical (flow upward) orientation. All valves must be installed in accordance with the appropri- ate installation standard (i.e. NFPA 13 or other). All electri- cal connections must be made per the applicable installation standard and/or the National Electric Code (i.e. NFPA 70, NFPA 72 or other). Proper hydrostatic test procedure must be followed per NFPA 13. Note: It is not necessary to remove the ARV Relief Valve prior to system hydrostatic test. The Adjustable ARV may simply be temporarily adjusted to a pressure above the test pressure during the hydrostatic test. Be sure to re- turn the ARV Relief Valve to it's normal setting after the completion of the hydrostatic test. MODEL ARV RELIEF VALVE SETTING PROCEDURE The Globe 1/2 inch Model ARV, 300 psi Adjustable Pressure Relief Valve, is factory set to relieve at a pressure of ap- proximately 175 psi (12 bar). The Pressure Relief Valve may be reset to a higher pres- sure; however, it must be reset to relieve at a pressure which is in accordance with the requirements of the author- ity having jurisdiction, typically nominal 10 psi (.7 bar) above the expected normal system pressure. To reset the Model ARV pressure relief valve, use an ad- justable crescent wrench, to turn the hex cap clockwise for a higher pressure setting or counter -clockwise for a lower pressure setting. Use the calibrated lines on the stem for an approximate relief pressure setting. 1 full turn of the hex cap will result in approximately 25 psi increase or decrease. To verify the new setting, isolate the Model ARV relief valve and use a small hydrostatic pump attached to the supply. Increase the pressure at the relief valve to 10 psi above the expected normal system pressure. Readjust the ARV as needed to maintain a 10 psi higher relief setting. TESTING Reference NFPA 25, Standard for the Inspection, Testing and Maintenance of Water -Based Fire Protection Systems. Before proceeding with any tests involving water flow, the following precautions need to be taken: STEP 1. Check the location where the test connection discharges to make sure that all is clear and that there is no possibility of the water flow causing damage or injury. STEP 2. Check the end of the test connection to make sure that it is unobstructed. To achieve a satis- factory test, there must be an unrestricted flow of water when the test valve is wide open. STEP 3. Check for alarm connections to a central sta- tion or fire department. If such connections are found, give proper notice to the signal receiving station before proceeding with the test. Note: A main drain test may also operate local fire alarms unless they are tem porarily disabled. MAINTENANCE The owner is responsible for the Inspection, Testing and Maintenance of their fire protection system. System inspection, testing and maintenance shall be per- formed in accordance with this section as well as NFPA 25 or other applicable Standard to insure the integrity of the entire system, including alarm functions as well as other system components. Any impairments must be immediately corrected. Before closing a system main control valve for maintenance work on the fire protection system, obtain permission to shut down the affected fire protection system from the proper au- thorities and notify all personnel who may be affected. Note: All valves should be carefully inspected, tested, and maintained in accordance with NFPA 25 or other applicable Standard. It is important to ensure a clean water supply free of debris and solid particles such as sand, gravel, or mud. If, during an inspection of a water control valve, sediment or free particles of matter are noted, a further examination of internal valve parts is necessary. All deposits should be removed from all operating parts and ports. Where difficulty in performance is experienced, the manu- facturer or its authorized representative shall be contacted before any field adjustment is to be made. UMC Clapper Facing. The rubber clapper facing should bE checked for wear or damage and to determine that it is free, of dirt and other foreign substances. If found to be worn or damaged (e.g., foreign matter embedded in the surface; cut or torn facing), the facing should be replaced. If it is dirty, it should be cleaned. Compounds which could damage the rubber facing must never be used. Should clapper facing replacement become necessary, the following steps should be performed; Note: Before performing the following steps, insure that the system has been depressurized and drained. Clapper Removal STEP 1. Remove handhole cover. STEP 2. Remove hinge pin plugs from front and back of UMC. STEP 3. Using alien wrench, push hinge pin from back of UMC towards front. STEP 4. Once hinge pin is accessible, carefully grab with pliers or similar to pull hinge pin out of body. Note: Care must be taken to confine clapper spring while extracting hinge pin from body. Spring is under tension around hinge pin. It is also recommended to cover drain port to minimize the possibility of spring inadvertently dropping into drain piping. STEP 5. Carefully remove clapper assembly from UMC. Clapper Replacement. When replacing clapper, be sure clapper spring has been properly positioned around hinge pin such that tension is applied to the clapper by the spring. Seat Ring. The seat ring should be checked for nicks and for stones, dirt or other foreign matter. It should be cleaned, thoroughly. If the seat ring is found to be damaged, UMC should be replaced. NOV 2017 GFV-120 Page 10 of 11 Water Flow Switch (VSR-M). There is no maintenance re- quired, only periodic testing and inspection. Should switch be found to be malfunctioning, refer to Potter Signal Techni- ( ,:al Literature for guidance. Model ARV Adjustable Relief Valve. Valve is not field ser- viceable. If inadvertent leakage is observed, first test the pressure setting utilizing the procedure outlined in the ARV Relief Valve Setting Procedure. If valve does not respond to field adjustments, valve shall be replaced. Note: Visual calibration lines on valve are used for approximate adjustment. Verify pressure setting with pressure gauge. Model UTD Universal Test & Drain Valve: The Globe Model UTD Universal Test and Drain Valve does not require any regularly scheduled maintenance. The UTD is not field serviceable. Model ARV Care and Maintenance ORDERING INFORMATION MODEL UMC UNIVERSAL MANIFOLD CHECK VALVE ASSEMBLY Specify: MODEL UMC MANIFOLD CHECK VALVE ASSEMBLY,SIZE (1 1/4", 1 1/2", 2", 2 1/2", 76.1 mm,3", 4", 6", 165.1 mm) PN (see Part Number in TableA-G) REPLACEMENT PARTS MODEL UMC UNIVERSAL MANIFOLD CHECK VALVE REPLACEMENT PARTS/KITS VSR FLOW SWITCH with ADAPTER -\1 1/4" - 2" 91144802-A '2 1/2" 91144825-A 3" 91144803-A 4" 91144804-A 6" 91144806-A MODEL UTD TEST AND DRAIN (SEE GFV-570 for more information) Specify: MODEL UTD TEST AND DRAIN WITH RELIEF VALVE,SIZE (1", 1 1/4", or2") PN: 1" (DN25) 311729 1 1/4"(DN32) 311730 2" (DN50) 311731 Specify: MODEL UTD TEST AND DRAIN,SIZE (1", 1 1/4", or 2") PN: 1"(DN25) 311704 1 1/4"(DN32) 312368 2"(DN50) 311708 MODEL ARV RELIEF VALVE (SEE GFV-575 for more information) Specify: MODEL ARV 1/2" ADJ RELEIF VALVE PN. 317900 Note: 300 psi (20.6 Bars) Pressure Gauges Standard (600 psi (41.2 Bars) Ordered Separately PN 300121-D GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufac- tured products found to be defective in material or work- manship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 Airpark Dr. Standish, MI 48658 Ph. 989-846-4583 Technical Support 1-800-248-0278 techservice@globesprinkler.com www.globesprinkler.com NOV 2017 GFV-120 Page 11 of 11 SECTION 4 Alarms & Supervisory Devices POTFFR The Symbol of Protection BELLS PBA -AC & MBA -DC UL, ULC, and FM Approved Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) -40° to 150°F (-40° to 66°C) (Outdoor use requires weatherproof backbox.) Termination: AC Bells - 4 No. 18 AWG stranded wires DC Bells - Terminal strip Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox Model BBX-1 deep weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" (101mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox or BBX-1 deep weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. Notes: 1 Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F (-34° to 66°C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation 3. ULC only applies to MBA DC bells. Size inches (nun) Voltage Model Number Stock Number Current (Max.) Typical dB at 10 ft. (3m) (2) Minimum dB at 10 ft. (3m) (1) 6 (150) 12VDC MBA -6-12 1750070 .12A 85 76 8 (200) 12VDC MBA -8-12 1750080 .12A 90 77 10 (250) 12VDC MBA -10-12 1750060 .12A 92 78 6 (150) 24VDC MBA -6-24 1750100 .06A 87 77 8 (200) 24VDC MBA -8-24 1750110 .06A 91 79 10 (250) 24VDC MBA -10-24 1750090 .06A 94 80 6 (150) 24VAC PBA246 1806024* .17A 91 78 8 (200) 24VAC PBA248 1808024* .17A 94 77 10 (250) 24VAC PBA2410 1810024* .17A 94 78 6 (150) 120VAC PBA1206 1806120* .05A 92 83 8 (200) 120VAC PB'A1208 1808120* .05A 99 84 10 (250) 120VAC PBA12010 1810120* .05A 99 86 All DC bells are polarized and have built-in transient protection. * Does not have ULC listing. In outdoor or wet installations, bell must be mounted with weatherproof backbox, BBK-1 or BBX-1. Standard electrical boxes will not provide a weatherproof enclosure. If the bell and/or assembly is exposed to moisture, it may fail or create an electrical hazard. Potter Electric Signal Company, LLC • St. Louis, MO, • Phone: 866-572-3005/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MFG. #5400776 - REV Y-1 01/13 PAGE 1 OF 2 POTTER The Symbol of Protection BELLS PBA -AC & MBA -DC Bells Dimensions Inches (mm) Wiring (rear view) Fig. 1 Fig. 3 2 11/16" (68) DWG# 776-1 Weatherproof Backbox Dimensions Inches (mm) Fig. 2 Box has one threaded 1/2" conduit entrance 5 3/4" (146) 0 15/8" L.61- (41) DWG# 776-2 A.C. BELLS WHITE (IN) WHITE (OUT) FROM CONTROL PANEL OR PRECEDING BELL BLACK (IN) BLACK (OUT) CAUTION: WHEN ELECTRICAL SUPERVISION IS REQUIRED USE 114 AND OUT LEADS AS SHOWN. NOTES: 1. WHEN USING AC BELLS, TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL. 2. END -OF -LINE RESISTOR IS NOT REQUIRED ON AC BELLS. DWG# 763 To Next Device or End -of -Line Resistor Installation 1. The bell shall be installed in accordance with NFPA 13, 72, or local AHJ. The top of the device shall be no less than 90" AFF and not less than 6" below the ceiling. 2. Remove the gong. 3. Connect wiring (see Fig. 3). 4. Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). 5. Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). PRINTED IN USA MFG. 65400776 - REV Y-1 01/13 PAGE2OF2 Failure to install striker down will prevent bell from operating. PRINTED IN USA MFG. 65400776 - REV Y-1 01/13 PAGE2OF2 SECTION 5 Sprinklers FIRE SPRINKLER CORPORATION QUICK RESPONSE MODEL GL1123 EXTRA LARGE ORIFICE AUTOMATIC SPRINKLERS FOR USE IN 21NFPA 2�1F � SreMs DESCRIPTION AND OPERATION The Globe Quick Response Model GL1123 Extra Large Orifice Upright Sprinkler is intended for use in NFPA 13, 231, 231C, 231D and 231F Systems when installed in accordance with the Standard Sprinkler Positioning and area / density flow calculation requirements as specified in each respective standard. This sprinkler is intended for use in wet systems only when used for storage applications. When acceptable to the Authority having Jurisdiction the Model GL1123 Sprinkler may be used as a "special application" sprinkler when installed to protect single, double and multiple -row and portable rack storage of Class I - IV group A and B plastics, cartoned, expanded or unexpanded, as well as exposed unexpanded with a maximum storage height of 20 feet, maximum ceiling height of 25 feet, 36 inch minimum deflector to top of storage clearance, design density of 0.60 gpm / sq. ft., and a design area of 2,000 sq. ft. for wet systems only. The Model GL1123 is a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. While the sprinkler provides an aesthetically pleasing appearance, it serves to protect various area coverages. This sprinkler series is available in the upright style, and several temperature ratings and finishes to meet varying design requirements. The heart of Globe's Model GL1123 sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern. TECHNICAL DATA • See reverse side for Approvals and Specifications. • Temperature Rating - 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C). • Water Working Pressure Rating - 175 psi (12 Bars). • Minimum Operating Pressure - 10 psi (0.7 Bars). • Factory tested hydrostatically to 500 psi (34 Bars). • Maximum low temperature glass bulb rating is -67°F (-55°C). • Frame - bronze • Deflector - brass • Screw - brass • Bulb seat - copper • Spring - nickel alloy • Seal - teflon • Bulb - glass with alcohol based solution, 3mm size. UPRIGHT • SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER TEMPERATURES BULB COLOR N.F.RA. MAXIMUM CEILING TEMPERATURE ORDINARY1a5"E - INTERMEDIATE 175° /2OQ°F - HIGH 286°F �;e�� 68'C ::79"C/93"C: 141"C• :: RBD ` YELLOW/GREEN BLUE z :;'2�°:,:... 1:7" C 4077AIRPARKDRIVE, STANDISH, MICHIGAN 48658 OCTOBER2002 989-846-4583 • FAX989-846-9231 A-50 BULLETIN GL1123, REV. #3 QUICK RESPONSE MODEL GL1123 EXTRA LARGE ORIFICE AUTOMATIC SPRINKLERS FOR USE IN NFPA 13, 231, 231C, 231D & 231F SYSTEMS SPECIFICATIONS NOMIINAL "K" FACTOR THREAD SIZE LENGTH FINISHES 11.5 (166 metric) 3/4" NPT 2 7/16" (6.19 cm) Factory Bronze 'Satin Chrome Bright Chrome White Polyester 2 Black Polyester2 'Lead Coated NOTE: METRIC CONVERSIONS ARE APPROXIMATE. APPROVALS 'FINISHES AVAILABLE ON SPECIAL ORDER. 2AVAILABLE AS UL LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. STYLE SIN MODEL K FACTOR 155°F 68°C 175°F 79°C 200°F 93°C 286°F 141°C cULus NYC - DOB MEA 101-92-E UPRIGHT GL1123 11.5 X X X X X X ORDERING INFORMATION SPECIFY • Quantity • Model Number • Style • Orifice • Temperature • Finishes desired • Quantity - Wrenches - P/N 333010 GLBE FIRE SPRINKLER CORPORATION GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077AIRPARKDRIVE, STANDISH, MICHIGAN 48658 989-846-4583 1-800-248-0278 OCTOBER 2002 PRINTED U.SA. FAX 989-846-9231 www.globesprinkler.com BULLETIN GL1123, REV. #3 f�GL BE FIRE SPRINKLER CORPORATION QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT • PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the additional feature of greatly increased safety to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. TECHNICAL DATA • See reverse side for Approvals and Specifications. •Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C) *Water Working Pressure Rating -175 psi (12 Bars) • Factory tested hydrostatically to 500 psi (34 Bars) • Maximum low temperature glass bulb rating is -67°F (-55°C) • Frame - bronze • Deflector - brass • Screw - brass • Lodgement Wire - stainless steel • • Bulb seat - copper • Spring - nickel alloy • Seal - teflon • Bulb - glass with alcohol based solution, 3mm size *SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING QUICK RESPONSE UPRIGHT CONVENTIONAL QUICK RESPONSE PENDENT VERTICAL SIDEWALL QUICK RESPONSE HORIZONTAL LPC/CE SIDEWALL HORIZONTAL SIDEWALL CLASSIFICATION ORDINARY INTERMEDIATE HIGH AVAILABLE SPRINKLER TEMPERATURES BULB COLOR ORANGE/RED YELLOW/GREEN BLUE N.F.P.A. MAXIMUM CEILING TEMPERATURE 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 JULY 2012 A-20 989-846-4583 • FAX 989-846-9231 BULLETIN GL5615, REV. #9 QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT. PENDENT. VERTICAL SIDEWALL HORIZONTAL SIDEWALL . CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4" (5.7cm) 286°F 141°C cULus FM LPC CE Factory Bronze 4.2 (59 metric) 1/2" NPT 2 1/4" (5.7cm) X 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7cm) Chrome 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7cm) White Polyester s 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2cm) Black Polyester 2 METRIC CONVERSIONS ARE APPROXIMATE. HORIZONTAL SIDEWALL IS 2 9/16". 2 FINISHES AVAILABLE ON SPECIAL ORDER. 3 AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS STYLE SIN MODEL K FACTOR HAZARD' 135°F 57°C 155°F 68°C 175°F 79°C 200°F 93°C 286°F 141°C cULus FM LPC CE NYC - DOB MEA 101-92-E GL2815 2.8 LH X X X X X X — — — X GL4215 4.2 LH X X X X X X — — — X UPRIGHT GL5615 5.6 LH/OH X X X X X X X X X X GL8115 7.8* LH/OH X X X X X X — — — X GL8118 8.1 LH/OH X X X X X X X X X X GL2801 28 LH X X X X X X — — — X GL4201 4.2 LH X X X X X X — — — X PENDENT GL5601 5.6 LH/OH X X X X X X X X X X GL8101 7.8* LH/OH X X X X X X X — — X GL8106 8.1 LH/OH X X X X X X X X X X VERTICAL GL5632 5.6 LH X X X X X X X — — — SIDEWALLI GL8133 8.1 LH X X X X X X — — — — GL2826 § 2.8 LH X X X X X X — — — X HORIZONTAL GL4226 § 4.2 LH X X X X X X — — — X SIDEWALL GL5626 § GL562713 5.6 5.6 LH/OH LH/OH X X X X X X X X X X X — X — — X — X X — GL8127 § 8.1 LH/OH X X X X X X — — — — CONVENTIONAL GL5624 5.6 LH/OH X X X X X — — X X — (OLD STYLE) GL8125 8.1 LH/OH X X X X X — — X X — 1SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NF §HORIZONTAL S DEWALL cUlus LISTED FOR DEFLECTOR 4" TO 12" BE INSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DO 'PENDENT VERTICAL SIDEWALL cULus LISTED FOR 6' MIN. SPACING. tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9' MIN. SPACING. OH: ORDINARY HAZARD LH: LIGHT HAZARD "1/2" NPT ORDERING INFORMATION SPECIFY • Quantity • Model Number • Style • Orifice • Thread Sizes • Temperature • Finishes desired • Quantity - Wrenches - P/N 325390 (1/2"); P/N 312366 (L.O.) PA13 AND ANY OTHER RELATED DOCUMENTS. LOW THE CEILING, FM APPROVED 4" TO 6" BELOW THE CEILING. CUMENTS. GLBE FIRE SPRINKLER CORPORATION JUNE 2012 PRINTED U.S.A. BULLETIN GL5615, REV. #9 GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com SECTION 6 Miscellaneous MERIT. f ,eliminator \`Kdjustable Drop Nipples 7 0 (E) APPROVED For Wing/approval details °orad your Ar v Star' Representative. PRODUCT APPROVALS Eliminator Adjustable Drop Nipple : (UL VGSO - EX6033, FM Approval Guide Chapter 1 • Adjustable Sprinkler Fittings VdS Certificate #64930033 BSA: 886.86 -SA) Adjustable Drop Model Inlet x Outlet Size Adjustment Equivalent Length Rated Pressure Max. Ceiling Ambient Temperature NPT In. (rim;) In. (nun) FI. (M) psig F (C) M1.150 1 x '/ 25x13 1 25.4 1 63 300 300° 745` "M3.150 1 x'/ 25 x 13 3 Tel 1 0.3 ME3.150 1 x '.43 25 ; I.; 75.2 1 0.3 F1.150 1 x Y 25 > 73 1 254 4.2 1.3 F2.150 1 x '/: 25: iS 2 50.8 1.3 p,4 F3.150 1 x' 25.k 13 3 76 2 1.5 0 5 F3.175 1x4 25 x 19 3 76.2 2.9 0.9 Merit Eliminator Adjustable Drop Nipples provide the user with the ability to adjust fire sprinkler assemblies (concealed, recessed, or pendent) to fit flush to the finished ceiling without having to cut a drop nipple or drain the system. • Available in two models, female or male thread inlet, with three standard lengths with adjustment up to 3° (7.62 cm) • UL Listed, FM Approved, and BSA -NYC Approved for installation to NFPA Bulletin 13 requirements. VdS Approved for the European market. • Cold formed from steel conforming to ASTM Grade. • Inner nipples employ two (2) "0 -Rings" to provide added assurance of sealing. The "F" Model is designed to keep "0 -Rings" from impinging upon the one inch (1') inlet threads when fully retracted. • The bore of the outer nipple is precision formed to a close tolerance while held to a microfinish of 50 to provide for positive sealing of the "0 -Rings". • Each unit is hydrostatically tested to insure "0 -Ring" integrity prior to shipment. • Each unit is marked with a lot number to insure full traceability. • Qualifying tests on all models are performed at 1500 PSI, while the various models are rated for 300 PSI operation. • Threads are cut to be better than or equal to the requirements of ANSI 81.20.1, NPT or IS0-7-1 threads. Model Number Part # Inlet Outlet Minimum Length Maximum Length Maximum Adjustment Maximum Sprinkler Orifice Weight NPT/ISO NPT/ISO NPT/ISO In. (mm) In. (sir) In. (mm) In. (mal Lhs.(kp) M1.150" 531150 1" Male 1/2' Female 4.125 5.125 1.00 0.531 1.00 5511.50 25mm M4,71t 13n1' ke,' .. ?04.81 130.2 25 4 13 5 745 M3.150 533150 553150 1" Male 2 m,,n .1:s>t' 1h' Female 13r:7r1 F!:' ... 6.125 1 n.0 9.125 3.00 0.531 13.5 1.25 157 ME3.150" 543150 1' Male '1/2' Female 7.875 10.875 3.00 0.531 1.50 5531500 25m,~r 1,1,11e 13mm ft.„( 200.0 276.2 a ° 13.5 3 53 F1.150 501150 1" Female ' 1h ' Female 3.500 4.500 1.00 0.625 0.80 51115," 251rm Fern,,;,' 13mur Fr^ :.-e Fn =, 774 3 1 15 4 3 33 F2.150' 502150 512159 1' female 25mm Ferna1 1/z' Female 13mm Fru ... 4.500 , ... 6.500 ;95 1 2.00 E.. 3 0.625 1.00 5.4, .. F3.150 503150 513150 1' Female 25mmFer,�afe 1' Female 13mmFOIMIp 5.500 }33; 8.500 2i59 3.00 0.531 1.25 F3.175 I 503175 1' Female 'I/4' Female 7.350 10 3. .00 135 0 1.57 513175 2Sm Fart. , 79P7m FN1' ,i: * i r" ri 7I1' 9 : 2 ' :',.9 €7 54 " Special Order Length Tolerance t Ya Merit -1.10 GL � BE WRENCHES GLOBE AUTOMATFORIC SPRINKLERS FIRE SPRINKLER CORPORATION 1/2" NPT STANDARD WRENCH P/N 325390 3/4" NPT STANDARD WRENCH P/N 312366 3/4" NPT EXTRA LARGE ORIFICE WRENCH P/N 333010 1/2" NPT 1" ADJUSTABLE CONCEALED WRENCH P/N 332765 989-846-4583 1-800-248-0278 JULY 2009 DRY SPRINKLER RECESSED WRENCH P/N 337014 3/4" NPT RECESSED WRENCH P/N 325401 '/z" NPT RECESSED/CONCEALED WRENCH P/N 325391 RESIDENTIAL SIDEWALL RECESSED WRENCH P/N 327102 1/2" NPT MILLENNIUM WRENCH P/N 332334 4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658 FAX 989-846-9231 www.globesprinkler.com B-4 BULLETIN SPRWR, REV. #3 ARGCO F' IRE SPRINKLER SPARE HEADBOXES Heavy duty 20 gauge steel construction Red powder coated firish Knockouts and shelf to accommodate any 1/2" or 3/4" sprinkler head All -welded construction and full length hinge Slotted for easy mounting with screws, rivets or strapping 3 Head Box 12 Head Box /C:5> C:2,11 .5 (6510152) 6 Head Box GUARANTEED 7 14' (6510151) 5' 14' (6510150) 6 Large Head Box (6510151A) The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suiitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is 'N'he user's responsibifitty to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and „use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM Welded Outlet Fittings ANVIL INTIERNATICINIAL For Fire Protection & Other Low Pressure Piping Systems SPF Welded Outlet Fittings offer the user a high strength, low cost forged threaded and grooved line of fittings specifically designed and manufactured to be installed on proprietary thin wall flow pipe, Schedule 5, 10, and 40 standard wall pipes. SPF Welded Outlets are forged steel welding outlet fittings. The material used in manufacture meets the chemical and physical requirements of ASTM A 53. SPF Welded Outlet Fittings employ a low weld volume design to provide either a partial or full penetration weld employing a single pass with minimum burn -through and pipe distortion. Threads comply with ANSI 81.20.1. The SPF Welded Outlets are UL Listed and FM Approved for use conforming to the requirements of NFPA 13. SPF Welded Outlet Fittings are rated for 300 psi when used in fire sprinkler system applications. OTs FM LISTED APPROVED For Listings/Approval Details and Limitations, visit our website at www.anvilintl.com or contact an Anvil. Sales Representative. Outlet Model SPF WELDED OUTLET Outlet Pipe Size FITTINGS Header Pipe Size Rated Pressure Address: In. In. € psig MTM -40 1/2,3/4,1 1%, 11/2, 2, 21/2, 3, 4 'h • 8 (Sch.10, 40) 300 '/ - 4 (Sch. 5, DynaFlow) 2 4, 6 (El -Flow) GR 40 1.8 1'/4 .8 (Sch.10, 40) 300 21/2.8 21/2 - 8 (Sch. 5, DynaFlow) 1) Size -on size (i.e. 2 x 2) SPF Welded Outlet Fittings are not FM Approved. 2) FM rated working pressure when welded on Sch. 5 or lightwall pipe is 175 psi. 3) Refer to the UL and FM websites for the most current pressure ratings. PROJECT INFORMATION APPROVAL STAMP Project: ❑ Approved Address: Approved as noted Contractor: ❑ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF -8.14 l � Welded Outlet Fittings ANVIL SPF Welded Outlets are designed and Manufac- tured to reduce the amount of weld required to install the Tee -Lets on thin wall or proprietary flow pipe. Typically only one weld -pass completes the installation. SPF Welded Outlets install with less weld volume than any other brand of welding outlet fittings for fire sprinkler applications. To accomplish this: • The contoured end of the fittings employs a reduced outside diameter. Two major advantages are immediately apparent: • The thinner wall on the contoured end permits welding temperatures to be matched to the thickness of the branch line or main thereby insuring complete penetration without cold welds, weld roll -off, burn - through or excessive distortion. • On smaller sizes a heavier section is maintained on the threaded end of the fitting. This protects the threads from damage during shipping and handling prior to installation as well as from weld distortion. • Each outlet size 11/2" and larger, whether female threaded, cut grooved or beveled requires the same hole size in the header pipe. This simplifies the installation process. • SPF Welded Outlets threaded and grooved welding outlet fittings are UL/ULC Listed and FM Approved for use in the fire sprinkler systems installed in accordance with the requirements of NFPA 13. They are rated for 300 PSI operation in fire sprinkler systems, and higher pressures in other non-critical piping systems. • SPF Welded Outlets are offered in a wide variety of header sizes. The consolidated header sizes shown in the following charts allow the fittings to be installed on more than one header size, permitting the first size listed to fit the header perfectly, while a small gap along the longitudinal center line of the header will appear for the second size listed. • SPF Welded Outlets are identified by a lot number that provides full traceability. GENERAL SPECIFICATIONS • Welded outlet fittings are manufactured from highly weldable steel which conforms to the chemical and physical requirements of ASTM A-53, Grades A or B, Type E. Ease of installation is assured when automatic welding equipment is used to install SPF Welded Outlets. • Threads are cut in accordance with the requirements of ANSI B1.20.1, national standard for tapered pipe threads. SPF -8.14 FOR YOUR PIPING SYSTEMS SPECIFY SPF WELDED OUTLETS Branch Outlet Fittings shall be SPF Welded Outlets, Lightweight forged steel, employing low weld volume profile to provide for full penetration welds with minimum burn through and pipe distortion on Schedule 5 thru 10, proprietary thin wall, and standard wall pipe. Threads are to be ANSI 81.20.1 and the bore of the fittings calculated to improve flow. Welding outlets to be UL Listed, FM Approved for use conforming to NFPA 13, and pressure rated for 300 PSI maximum. Welded Outlet FittingsINTRIIIMATIIONAL MTM -40 Female Thread SPF WELDED OUTLETS - MTM -40 Part Number Nominal Outlet A Nominal Header B Outlet Length ( Inside Diameter D Make U M p Weight Each NPT In./mm lo./mm =in/mm In./mm In./mm tbs./kg 0870001005 1/2 x 13 x 1'/e -1 Yz 32 - 40 1.063 27.0 0.700 17.8 0.500 12.7 0.171 0.08 0870001013 11/� - 2 40- 50 1.063 27.0 0.700 17.8 0.500 12.7 0.171 0.08 0870001021 2.2'/2 50 - 65 1.063 27.0 0.700 17.8 0.500 12.7 0.171 0.08 0870001039 21/2 - 8 65 - 200 1.063 27.0 0.700 17.8 0.500 12.7 0.169 0.08 0870001054 3/4x 19x 1'/4.1'/2 32 - 40 1.125 28.6 0.900 22.9 0.500 12.7 0.260 0.12 0810001062 1'/2.2 40-50 1.125 28.6 0.900 22.9 0.500 12.7 0.260 0.12 0870001070 2.2'/2 50 - 65 1.125 28.6 0.900 22.9 0.500 12.7 0.260 0.12 0870001088 2'%- 8 65 - 200 1.125 28.6 0.900 22.9 0.500 12.7 0.256 0.12 0810001096 1 x 25 x 11/4- 11/2 32-40 1.250 31.8 1.145 29.1 0.500 12.7 0.331 0.15 0870001104 11/2 - 2 40-50 1.250 31.8 1.145 29.1 0.500 12.7 0.331 0.15 0870001112 2.2'1 50-65 1.250 31.8 1.145 29.1 0.500 12.7 0.320 0.15 0870001120 2'/2.3 65-80 1.250 31.8 1.145 29.1 0.500 12.7 0.314 0.14 0870001138 3.4 80 -100 1.250 31.8 1.145 29.1 0.500 12.7 0.309 0.14 0870001146 5.8 125-200 L250 31.8 1.145 29.1 0.500 12.7 0.291 0.13 0810001153 11/2 x 32x 1'/4.1'/ 32-40 1.375 34.9 1.490 37.8 0.500 12.7 0.432 .019 0870001161 1'/.2 40.50 1.375 34.9 1.490 37.8 0.500 12.7 0.421 .019 0870001179 2 - 21/2 50.65 1.375 34.9 1.490 37.8 0.500 12.7 0.421 .019 0810001187 2'/2.3 65 - 80 1.375 34.9 1.490 37.8 0.500 12.7 0.411 .019 0870001195 3.4 80-100 1.375 34.9 1.490 37.8 0.500 12.7 0.389 .018 0870001203 5.8 125-200 1.375 34.9 1.490 37.8 0.500 12.7 0.389 018 0870001211 11/2x 40x 11/2 40 1.625 41.3 1.610 40.9 0.875 22.2 0.477 .022 0870001229 2 50 1.625 41.3 1.610 40.9 0.875 22.2 0.477 .022 0870001237 21/2 65 1.625 41.3 1.610 40.9 0.875 22.2 0.477 .022 0870001245 3.4 80-100 1.625 41.3 1.610 40.9 0.875 22.2 0.477 .022 0870001252 4 100 1.625 41.3 1.610 40.9 0.875 22.2 0.477 .022 0870001260 5.8 125.200 1.625 41.3 1.610 40.9 0.875 22.2 0.477 .022 SPF -8.1 4 ANVIL SPF WELDED OUTLETS - MTM -40 IPart Number Nominal Outlet A Nominal Header B Outlet length Inside Diameter D Make Up M Weight Each NPT/BSPT In./mm !n/mm tn./mrrf fn./mm In./mm ibs./kg 0870001278 2 x 50 x 2 50 1.750 44.5 2.067 52.5 0.875 22.2 0.857 0.38 0870001286 21/2 65 1.750- 44.5 2.067 52.5 0.875 22.2 0.829 0.38 0870001294 3 80 1.750 44.5 2.067 52.5 0.875 22.2 0.829 0.39 0870001302 4 100 L750 44.5 2.067 52.5 0.875 22.2 0.800 0.36 0810001310 6 150 L750' 44.5 2.067 52.5 0.875 22.2 0.743 0.34 0870001328 8 200 1.750 44.5 2.067 52.5 0.875 22.2 0.743 0.34 For Listings/Approval Details and Limitations, visit our website at www.anvilintl.com or contact an Anvile Sales Representative. Welded Outlet Fittings ANVIL GR -40 Cut Groove Standard Weight E C F F GR -40 Cut Groove Std. Wt. SPF WELDED Nominal Outlet A OUTLETS -GR-40 Nominal Header B (Nominal Outlet length C Sizes 11/4" Inside Diameter D thru 2") Outside Diameter E Wall Thickness F NPT fn.jmm Von In./mm Injmm injmm in./mm 0870004009 11/4 x 32 x 1'/4 32 3 80 1.368 34.7 1.660 42.2 0.140 3.6 0870004025 1% 40 3 80 1.368 34.7 1.660 42.2 0.140 3.6 0870004041 2 - 21/2 50 - 65 3 80 1.368 34.7 1.660 42.2 0.140 3.6 0870004066 3.4 80- 100 3 80 1.368 34.7 1.660 42.2 0.140 3.6 0870004082 5 - 8 125 - 200 3 80 1.368 34.7 1.660 42.2 0.140 3.6 0870004108 11/2 x 40 x 11/2 40 3 80 1.610 40.9 1.900 48.3 0.145 3.7 0870004124 2 50 3 80 1.610 40.9 1.900 48.3 0.145 3.7 0870004140 2% 65 3 80 1.610 40.9 1.900 48.3 0.145 3.7 0870004165 3-4 80-100 3 80 1.610 40.9 1.900 48.3 0.145 3.7 0870004181 5-8 125-200 3 80 1.610 40.9 1.900 48.3 0.145 3.7 0810004207 2 x 50x 2 50 3 80 2.067 52.5 2.375 60.3 0.154 3.9 0870004223 21/2 65 3 80 2.067 52.5 2.375 60.3 0.154 3.9 0870004249 3 80 3 80 2.067 52.5 2.375 60.3 0.154 3.9 0870004264 4 100 3 80 2.067 52.5 2.375 60.3 0.154 3.9 0870004280 6 150 3 80 2.067 52.5 2.375 60.3 0.154 3.9 0870004306 8 200 3 80 2.067 52.5 2.375 60.3 0.154 3.9 Note: Welded Outlets are manufactured to fit size -on -size, that is the contoured shape on a given Welded Outlet is made to fit perfectly on the first listed header size. If installed on the second header size marked on the fitting, a slight gap of approximately V32" will appear along the longitudinal centerline of the header. For example, a 1" x 2 - 21/2" Welded Outlet, is a 1" outlet fitting manufactured to fit perfectly on the 2" header size listed, while leaving a'/32" gap along the longitudinal centerline of the 21/2" size. If a perfect fit is required for a 21/2" header pipe, then a 1" x 21/2 - 3" Welded Outlet would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. (Additional larger sizes on next page.) SPF -8.14 Wielded Outlet Fittings /ANVIL GR -40 Cut Groove Standard Weight f C I- F F D-�I GR -40 Cut Groove Std. Wt. Nominal Outlet A Nominal Header B Outlet Length C Inside Diameter - D Outside Diameter E Wall Thickness - F Standard Weight Schedule 10 Standard Weight Schedule 10 NPT !n./mm !n/rmn In/mm frr/mrn tri./mm ln./mm tn./mm tn./mm 0870004322 21/2 x 65 x 2/ 65 3 80 2.469 62.7 2.635 67.0 2.875 76.2 0.203 5.0 0.120 3.0 0870004348 4 100 3 80 2.469 62.7 2.635 67.0 2.875 76.2 0.203 5.0 0.120 3.0 0870004363 6 175 3 80 2.469 62.7 2.635 67.0 2.875 76.2 0.203 5.0 0.120 3.0 0870004389 8 200 3 80 2.469 62.7 2.635 67.0 2.875 76.2 0.203 5.0 0.120 3.0 0870004405 3 x Box 3 80 3 80 3.068 78.0 3.260 83.0 3.500 88.0 0.216 5.0 0.120 3.0 0870004421 4 100 3 80 3.068 78.0 3.260 83.0 3.500 88.0 0.216 5.0 0.120 3.0 0870004447 6 150 3 80 3.068 78.0 3.260 83.0 3.500 88.0 0.216 5.0 0.120 3.0 0870004462 8 200 3 80 3.068 78.0 3.260 83.0 3.500 88.0 0.216 5.0 0.120 3.0 0870004504 4 x 700 x 4 100 4 100 4.026 102.0 4.260 108.0 4.500 114.0 0.237 6.0 0.120 3.0 0870004520 6 150 4 100 4.026 102.0 4.260 108.0 4.500 114.0 0.237 6.0 0.120 3.0 0870004546 8 200 4 100 4.026 102.0 4.260 108.0 4.500 114.0 0.237 6.0 0.120 3.0 0870004603 6 x 750x 6 150 4 100 6.065 155.0 6.357 161.5 6.625 168.3 0.280 7.1 0.134 3.0 0870004629 8 200 4 100 6.065 155.0 6.357 161.5 6.625 168.3 0.280 7.1 0.134 3.0 0870004702 8 x 200 x 8 200 4 100 7.981 203.0 8.329 212.0 8.625 213.0 0.322 8.0 0.148 3.0 Note: Welded Outlets are manufactured to fit size -on -size, that is the contoured shape on a given Welded Outlet is made to fit perfectly on the firstl sted header size. If installed on the second header size marked on the fitting, a slight gap of approximately Yat" will appear along the longitudinal centerline of the header. For example, a 1" x 2-2W Welded Outlet, is a 1" outlet fitting manufactured to fit perfectly on the 2" header size listed, while leaving a' 2" gap along the longitudinal centerline of the 21/2" size. If a perfect fit is required for a 21" header pipe, then a 1" x 21/2-3" Welded Outlet would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. SPF -8.14 Welded Outlet Fittings Threading Practice SPF Welded Outlets thread form is consistent with Aeronautical National Form (ANPT) AS71051. The thread is fully formed over both the L-1 hand tight and L-3 wrench tight threads. NPT tapered threads are typically gauged only over the L-1 threads. This makes SPF Welded Outlets more forgiving of field cut threaded pipe that may only marginally conform to the specifi- cation. Fewer leaks translate into lower costs. Ease of Installation SPF Welded Outlets are designed to sit higher on the pipe, thereby requiring less weld and eliminating burn through. SPF Welded Outlets sit higher on the header or branch line pipe than competitive fittings. This allows the welding torch to remain in an optimum position for welding. In addition, 11/211 and larger female threaded and grooved welded outlets require the same hole size for installation. This results in fewer change overs when installed using automatic welders. T Effective Thread L2 Vanish 8 0111 IUMIP.,_. Tapered hole male. pitch line at thread ksanga fa}f famed female areal SPF NPT THREAD FORM ANVIL Effective Thread L2 II 11111111111111^ Vanish Sdialtandard ex torication mow. STANDARD NPT THREAD FORM F _,11: f 1:J1:11.1 i»1:1:1 ±i11-01 Drop Nipple or Tee -Let Outlet Size 11 Nand Tight L3 Wrench Tight Total Ll - 1.3 Length L2 Effective Threads In./mm In./no threads la/mm Threads In./mm Threads In ion Threads 1/2 15 0.320 8.1 4.48 • 0.214 5.4 • 3.00 0.534 13.6 7.48 0.534 13.6 7.47 3/4 20 0.339 8.6 4.75 • 0.214 5.4 3.00 0.553 14.0 7.75 • 0.546 13.9 7.64 10.400 25 10.2 4.60 0.261 6.6 3.00 0.661 16.8 7 60 0.683 17.3 7.85 14/4 32 0.420 10.7 4.83 0.261 6.6 3.00 0.681 17.3 7.83 0'707 18.0 8.13 11/2 40 0.420 10.7 4.83 0.261 6.6 3.00 0.691 17.7 7.83 0.124 184 8.32 2 50 0.436 11.1 5.01 0.261 6.6 3.00 0.706 17.9 8.01 0.757 19.2 8.70 21/2 65 0.682 17.3 5.46 0.250 6.4 2.00 0.932 23.7 7.46 1.138 28.9 9.10 3 80 0.766 19.5 6.13 0.250 6.4 2.00 1.016 25.8 8.13 1.200 30.5 9.60 4 100 0.844 21.4 6 75 0.250 6.4 200 1.094 27.8 8 75 1.300 33.0 10.40 Welding Practice When measured with respect to linear inches of weld required for installation, SPF Welded Outlets require up to 15% less weld than competitive fittings. This reduces time and savings over time are substantial. The diameter of the contoured end of Welded Outlet has been reduced so that the wall thickness more nearly matches the header or branch line pipe wall thickness. There- fore, current and voltage settings required for welding are set to provide for adequate penetration without burn through and cold shutting. Also, weld volume required for installation is lower for SPF Welded Outlets than most other fittings. Typically, SPF Welded Outlets require one -weld pass for attachment. .325' --I 2" Competitive Fitting Outlet Size WELDING PRACTICE SPF WELDED OUTLETS COMPETITIIE FITTING WELD VOLUME* LINEAR WELDING WELD VOLUME* LINEAR WELDING In. (mm) Crass Set. Area %less In.(mm) %less Crass Sec Asea ";more la. (ram) =less 1" 25 0.051 sq. in. 32.9sgmm 0 12/0 2.48 62.9 0 0% 0.058 sq. in. 37.4sgmm v 12`° 2.48 62.9 °; 0t° 11/4" 32 0.032" 20.6 48% 2.88 73.1 4% 0.063 40.6 48% 3.01 76.4 4% 11" 40 0.036" 23.2 40% 3.12 79.2 100/ 0.060 38.7 0, 40 ° 3.46 87.8 0, l0io 2" 50 0.040" 25.8 62% 3.77 95] 15% 0.106 68.3 62 ° 4.41 112.0 15% SPF -8.14 Welded Outlet Fittings Recommended Installation Procedures SPF Welded Outlet Fittings are designed and manufactured to reduce the cost of installation from both the standpoint of labor required and energy consumed. In addition, by B following the recommended installation procedures, many of the problems associated with installing welding outlet fittings on standard weight or light weight pipe are eliminated, including burn through and excessive shrinkage resulting in pipe distortion. Recommended Hole Sizes The hole cut in the branch or header pipe can be cut prior or subsequent to attachment of the Welded Outlets. One advantage of cutting the hole after welding is that the pipe is left intact during welding, thereby, reducing shrinkage and possible distortion. If holes are cut prior to welding, as some codes require, then the following hole sizes are recommended. Recommended Welding Procedures 11/4- 2 Outlet SPF Welded Outlet Fittings are designed to be installed on standard weight or light weight pipe with one weld pass on sizes through 4". Moreover, the wall thickness at the weld end of the fitting approximately matches standard weight pipe. Accordingly, heat settings can be made to optimize penetration on both the fitting and the pipe which it is being welded. Aside from reducing the likelihood of burn through and distortion resulting from excessive heat, the amount of weld required for adequate penetration is significantly reduced. As a general rule, the weld should be only as hot as required to allow the weld to penetrate the materials being welded while concomitantly allowing gases developed in the welding process to escape. Every effort must be made to avoid welding too hot or overheating both the pipe and the Welded Outlets. Excessive heat may cause the wrench tight threads (those in the bottom of the Welded Outlets near the weld zone) to distort while also causing the branch pipe to bend. It should be noted that SPF Welded Outlet Fittings have been subjected to exhaustive testing and evaluation, and only negligibly distort when subjected to excessive heat. The threads, on the other hand, may not return to their gauged form after cooling if excessive heat causes them to expand. The following is intended only as a guide, and assumes that the welding equipment is properly calibrated and functioning normally and the operator is qualified. 1/2,%& 1 Outlet Note: Please refer to www.anvilintl.com or latest catalog for recommended hole size and welding practice. SPF -8.14 ANVIL INTERNATIONAL Y 1._u AMOUNT OF WELD Outlet Size A B in./mitt = In./min In/mm 1 1/4 3/16 )5 7 5 11/1 1/4 3/16 31 7 5 11/2 1/6 1/4 38 8 lu a 2 1/16 1/4 50 8 2'/6 61 21/2 1/16 1/4 .6? GR -40 41 00 3 3A 1/16 0 4 3A 'As 00 10 ,y RECOMMENDED OUTLET HOLE SIZES Welded Outlet Size Type Recommended Hole Size Van I On 13 MTM -40 % .16 3�' MTM -40 2. MTM -40 1 8 28 1'/, MTM -40 I ![ 1'b GR -40 13/s 35 134 MTM -40 or GR -40 lu a 20 MTM -40 or GR -40 2'/4 ;, GR -40 2'/6 61 3 GR -40 753 4 GR -40 41 00 Holes may be cut employing mechanica means — including hole sawing, mechanical Flame cutting (oxy-acetylene or propane), and air plasma cutting (constricted tungsten arc) machines. Anvil offers a simple approach to cutting the hole. Hand—held templates are sized to match your plasma cutter. Welded Outlet Fittings /ANVIL Shielding Gas Flow (FOR ALL saes) 20-25 CFH 1) Co2- Deeper penetration, faster welding, low cost. 2) 25% - Argon, 75% - Co2, Recommended for .134 wall and lighter, high welding speeds without melt through, minimum distortion and spatter, good penetration. SPF -8.14 Anvil assumes no liability for any consequential damages resulting from the improper use of its Welded Outlet Fittings, nor for any recommendations made with respect to installation procedures. RECOMMENDED SETTINGS FOR MICROWIRE WELDING PROCESS Header Size Pipe Wall Thickness Welded Outlet MTM 40 & GR 40 dertrode Size Welding Current Arc. Volts Wire Feed Travel Speed !n./mm infra m./mm AMPS -I( P05. FFM IPM h•2 0.035 100-130 16.20 210 25-30 0.065 1.3-50 21/2-4 0.035 115-150 17-21 210 20-25 1'A-2 63-100 31-50 1h-2 0.035 110-140 18-22 220 25-30 0.109 13.50 21/2-4 0.035 120-160 19-22 290 20-25 63-100 1h-2 0.035 110140 17-20 210 20-25 0.083 13.50 - 21h-4 0.035 120-150 17-20 270 20-25 21h.4 63-100 63-100 'h-2 0.035 120-160 19-22 290 20-25 0.120 13-50 3 2'h • 4 0.035 130-160 19-22 240 20-25 03-100 1h-2 0.035 120-150 17-20 210 20-25 0.109 13.50 3 2'h • 4 0.035 130-150 18-20 270 15-20 33-1000 5-6 'h•2 0.035 130-160 19.22 290 20-25 125-150 13-50 0.134 2'h • 4 0.035 140-160 20-22 270 15-20 3.5 63-100 21/2-4 0.045 180-205 20-24 245 27-32 03100 'h•2 0.035 120-150 17-20 240 20-25 1350 0.109 2'h-4 0.035 130-150 18-20 260 15-20 3 6.3-1011 21/2 •4 0.045 170-220 18-22 290 12-18 8 63-100 200 'h-2 0.035 130-160 19-22 240 20-25 0.148 2'h-4 0.035 140-160 20-22 260 15-20 3.5 63-100 214-4 0.045 180-225 20-24 290 12-18 63-100 Shielding Gas Flow (FOR ALL saes) 20-25 CFH 1) Co2- Deeper penetration, faster welding, low cost. 2) 25% - Argon, 75% - Co2, Recommended for .134 wall and lighter, high welding speeds without melt through, minimum distortion and spatter, good penetration. SPF -8.14 Anvil assumes no liability for any consequential damages resulting from the improper use of its Welded Outlet Fittings, nor for any recommendations made with respect to installation procedures. Welded Outlet Fittings For Fire Protection & Other Low Pressure Piping Systems SPF Welded Outlet Fittings offer the user a high strength, low cost forged threaded and grooved line of fittings specifically designed and manufactured to be installed on proprietary thin wall flow pipe, Schedule 5, 10, and 40 standard wall pipes. SPF Welded Outlets are forged steel welding outlet fittings. The material used in manufacture meets the chemical and physical requirements of ASTM A 53. SPF Welded Outlet Fittings employ a low weld volume design to provide either a partial or full penetration weld employing a single pass with minimum burn -through and pipe distortion. Threads comply with ANSI 81.20.1. The SPF Welded Outlets are UL Listed and FM Approved for use conforming to the requirements of NFPA 13. SPF Welded Outlet Fittings are rated for 300 psi when used in fire sprinkler system applications. LISTED APPROVED For Listings/Approval Details and Limitations, visit our website at www.anvilintl.com or contact an Anvil. Sales Representative. Outlet Model SPF WELDED OUTLET Outlet Pipe Size FITTINGS Header Pipe Size Rated Pressure Address: 1n- _ In = € ; Psig MTM -40 V2,3/ , 1 1%, 11/2, 2, 2'/z, 3, 4 1/2 - 8 (Sch.10, 40) 300 '/2.4 (Sch. 5, DynaFlow) 2 4, 6 (EZ -Flaw) 6R 40 1.8 1'/4 .8 (Sch.10, 40) 300 2'/2 - 8 2'/2.8 (Sch. 5, DynaFlow) 1) Size -on size (i.e. 2 x 2) SPF Welded Outlet Fittings are not FM Approved. 2) FM rated working pressure when welded on Sch. 5 or lightwall pipe is 175 psi. 3) Refer to the UL and FM websites for the most current pressure ratings. PROJECT INFORMATION APPROVAL STAMP Project: Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF -8.1 4 Welded Outlet Fittings SPF Welded Outlets are designed and Manufac- tured to reduce the amount of weld required to install the Tee -Lets on thin wall or proprietary flow pipe. Typically only one weld -pass completes the installation. SPF Welded Outlets install with less weld volume than any other brand of welding outlet fittings for fire sprinkler applications. To accomplish this: • The contoured end of the fittings employs a reduced outside diameter. Two major advantages are immediately apparent: • The thinner wall on the contoured end permits welding temperatures to be matched to the thickness of the branch line or main thereby insuring complete penetration without cold welds, weld roll -off, burn - through or excessive distortion. • On smaller sizes a heavier section is maintained on the threaded end of the fitting. This protects the threads from damage during shipping and handling prior to installation as well as from weld distortion. • Each outlet size 11/2" and larger, whether female threaded, cut grooved or beveled requires the same hole size in the header pipe. This simplifies the installation process. ANVIL • SPF Welded Outlets threaded and grooved welding outlet fittings are UL/ULC Listed and FM Approved for use in the fire sprinkler systems installed in accordance with the requirements of NFPA 13. They are rated for 300 PSI operation in fire sprinkler systems, and higher pressures in other non-critical piping systems. • SPF Welded Outlets are offered in a wide variety of header sizes. The consolidated header sizes shown in the following charts allow the fittings to be installed on more than one header size, permitting the first size listed to fit the header perfectly, while a small gap along the longitudinal center line of the header will appear for the second size listed. • SPF Welded Outlets are identified by a lot number that provides full traceability. GENERAL SPECIFICATIONS • Welded outlet fittings are manufactured from highly weldable steel which conforms to the chemical and physical requirements of ASTM A-53, Grades A or B, Type E. Ease of installation is assured when automatic welding equipment is used to install SPF Welded Outlets. • Threads are cut in accordance with the requirements of ANSI B1.20.1, national standard for tapered pipe threads. SPF -8.1 4 FOR YOUR PIPING SYSTEMS SPECIFY SPF WELDED OUTLETS Branch Outlet Fittings shall be SPF Welded Outlets, Lightweight forged steel, employing low weld volume profile to provide for full penetration welds with minimum burn through and pipe distortion on Schedule 5 thru 10, proprietary thin wall, and standard wall pipe. Threads are to be ANSI 81.20.1 and the bore of the fittings calculated to improve flow. Welding outlets to be UL Listed, FM Approved for use conforming to NFPA 13, and pressure rated for 300 PSI maximum. Welded Outlet Fittings MTM -40 Female Thread SPF WELDED OUTLETS - MTM -40 Part Number Nominal Outlet A Nominal Header B Outlet Length ( Inside Diameter D Make Up M Weight Each NPT In./mm in./mm (n./mm In jmm Minn tbs./kg 0870001005 /2 x 13 x 1 % -1'/2 32-40 1.063 27.0 0.700 17.8 0.500 12.7 0.171 0.08 0870001013 1'/2.2 40-50 1.063 27.0 0.700 17.8 0.500 12.7 0.171 0.08 0870001021 2 - 21/2 50- 65 1.063 21.0 0.700 17.8 0.500 12.7 0.171 0.08 0870001039 2%-8 65.200 1.063 27.0 0.700 17.8 0.500 12.7 0.169 0.08 0870001 054 3 /4x 19x 11/4-11/2 32 - 40 1.125 28.6 0.900 22.9 0.500 12.7 0.260 0.12 0870001062 1'/2 - 2 40-50 1.125 28.6 0.900 22.9 0.500 12.7 0.260 0.12 0870001070 2.2'/2 50- 65 1.125 28.6 0.900 22.9 0.500 12.7 0.260 0.12 0870001088 2'/2.8 65 - 200 1.125 28.6 0.900 22.9 0.500 12.7 0.256 0.12 0870001096 1 x 25x 1'/4 -1'/2 32-40 1.250 31.8 1.145 29.1 0.500 12.7 0.331 0.15 0870001104 11/2 - 2 40-50 1.250 31.8 1.145 29.1 0.500 12.7 0.331 0.15 0870001112 2.2'/2 50-65 1.250 31.8 1.145 29.1 0.500 12.7 0.320 0.15 0870001120 2'/2.3 65 - 80 1.250 31.8 1.145 29.1 0.500 12.7 0.314 0.14 0870001138 3 - 4 80 -100 1.250 31.8 1.145 29.1 0.500 12.7 0.309 0.14 0870001146 5 - 8 125 - 200 1.250 31.8 1.145 29.1 0.500 12.7 0.291 0.13 0870001153 11/4 x 32x 1'/4.1'/2 32-40 1.375 34.9 1.490 37.8 0.500 12.1 0.432 .019 0870001161 11/2 - 2 40 - 50 1.375 34.9 1.490 37.8 0.500 12.7 0.421 .019 0870001179 2 - 2'/2 50 - 65 1.375 34.9 1.490 37.8 0.500 12.7 0.421 .019 0870001187 2'/2-3 65-80 1.375 34.9 1.490 37.8 0.500 12.7 0.411 .019 0870001195 3 - 4 80 -100 1.375 34.9 1.490 37.8 0.500 12.7 0.389 .018 0870001203 5.8 125- 200 1.375 34.9 1.490 37.8 0.500 12.7 0.389 .018 0870001211 11/2x 40r 11/2 40 1.625 41.3 1.610 40.9 0.875 22.2 0.477 .022 0870001229 2 50 1.625 41.3 1.610 40.9 0.875 22.2 0.477 022 0870001237 21/2 65 1.625 41.3 1.610 40.9 0.875 22.2 0.477 .022 0810001245 3.4 80-100 1.625 41.3 1.610 40.9 0.875 22.2 0.477 .022 0870001252 4 100 1.625 41.3 1.610 40.9 0.875 22.2 0.477 .022 0870001260 5.8 125-200 1.625 41.3 1.610 40.9 0.875 22.2 0.477 .022 SPF -8.14 ANVIL SPF WELDED OUTLETS - MTM -40 Part Number Nominal Outlet A Nominal Header 8( Outlet Length inside Diameter D Make Up M Weight Each NP1J8SPT kV= In./mm ln./mm kr jmm In./mm Lbs./kg 0870001278 2 x 50x 2 50 1.750 44.5 2.067 52.5 0.875 22.2 0.857 0.38 0870001286 21/2 65 1.750 44.5 2.067 52.5 0.875 22.2 0.829 0.38 0870001294 3 80 1.750 44.5 2.067 52.5 0.875 22.2 0.829 0.39 0870001302 4 100 1.750 44.5 2.067 52.5 0.875 22.2 0.800 0.36 0870001310 6 150 1.750 44.5 2.067 52.5 0.875 22.2 0.743 0.34 0870001328 8 200 1.750 44.5 2.067 52.5 0.875 22.2 0.743 0.34 For Listings/Approval Details and Limitations, visit our website at www.anvilintl.com or contact an Anvil® Sales Representative. Welded Outlet Fittings ANVIL GR -40 Cut Groove Standard Weight I C -I GR -40 Cut Groove Std. Wt. SPF WELDED Nominal Outlet A OUTLETS -GR-40 Nominal Header B (Nominal Outlet Length C Sizes 11/4" Inside Diameter D thru 2") Outside Diameter E Wall Thickness F NPT In./mm In./mm !n./mm In./ram In jmin ]n./mm 0870004009 11/4 x 32 x 11/4 32 3 80 1.368 34.7 1.660 42.2 0.140 3.6 0870004025 11/2 40 3 80 1.368 34.7 1,660 42.2 0.140 3.6 0870004041 2.2' 50- 65 3 80 1.368 34.7 1.660 42.2 0.140 3.6 0870004066 3.4 80 -100 3 80 1.368 34.7 1.660 42.2 0.140 3.6 0870004082 5-8 125-200 3 80 1.368 34.7 1.660 42.2 0.140 3.6 0870004108 11/2 x 40 x 11/2 40 3 80 1.610 40.9 1.900 48.3 0.145 3.7 0870004124 2 50 3 80 1.610 40.9 1.900 48.3 0.145 3.7 0870004140 21/2 65 3 80 1.610 40.9 1.900 48.3 0.145 3.7 0870004165 3.4 80.100 3 80 1.610 40.9 1.900 ='8.3 0.145 3.7 0870004181 5 - 8 125-200 3 80 1.610 40.9 1.900 48.3 0.145 3.7 0870004207 2 x 50x 2 50 3 80 2.067 52.5 2.375 60.3 0.154 3.9 0870004223 21 65 3 80 2.067 52.5 2.375 60.3 0.154 3.9 0870004249 3 80 3 80 2.067 52.5 2.375 60.3 0.154 3.9 0870004264 4 100 3 80 2.067 52.5 2.375 60.3 0.154 3.9 0870004280 6 150 3 80 2.067 52.5 2.375 60.3 0.154 3.9 0870004306 8 200 3 80 2.067 52.5 2.375 60.3 0.154 3.9 Note: Welded Outlets are manufactured to fit size -on- ize, that is the contoured shape on a given Welded Outlet is made to fit perfectly on the first listed header size. If installed on the second header size marked on the Fitting, a slight gap of approximately' 2" will appear along the longitudinal centerline of the header. For example, a 1" x 2 - 21/2" Welded Outlet, is a 1" outlet fitting manufactured to fit perfectly on the 2" header size listed, while leaving a Yat" gap along the longitudinal centerline of the 21/2" size. If a perfect fit is required for a 21" header pipe, then a 1" x 21/2 - 3" Welded Outlet would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. (Additional larger sizes on next page.) SPF -8.14 Welded Outlet Fittings GR -40 Cut Groove Standard Weight A11IVIL GR -40 Cut Groove Std. Wt. SPF Nominal Outlet A WELDED OUTLETS Nominal Header B - Outlet Length GR -40 (Nominal Inside Diameter Sizes - D 21/2" thru Outside Diameter E 8") Wall Thickness - F Standard Weight Schedule 10 Standard Weight Schedule 10 HP! lafmm In./mm In fmm !n./mm In/mm !n./mm !n./mm in./mm 0870004322 21/2 x 65 x 21 65 3 80 2.469 62.7 2.635 67.0 2.875 76.2 0.203 5.0 0.120 3.0 0870004348 4 100 3 80 2.469 62.7 2.635 67.0 2.875 76.2 0.203 5.0 0.120 3.0 0870004363 6 175 3 80 2.469 62.7 2.635 67.0 2.875 76.2 0.203 5.0 0.120 3.0 0870004389 8 200 3 80 2.469 62.7 2.635 67.0 2.875 76.2 0.203 5.0 0.120 3.0 0870004405 3 x 80x 3 80 3 80 3.068 18.0 3.260 83.0 3.500 88.0 0.216 5.0 0.120 3.0 0870004421 4 100 3 80 3.068 78.0 3.260 83.0 3.500 88.0 0.216 5.0 0.120 3.0 0870004447 6 150 3 80 3.068 78.0 3.260 83.0 3.500 88.0 0.216 5.0 0.120 3.0 0870004462 8 200 3 80 3.068 78.0 3.260 83.0 3.500 88.0 0.216 5.0 0.120 3.0 0870004504 4 x l00 x 4 100 4 100 4.026 102.0 4.260 108.0 4.500 114.0 0.237 6.0 0.120 3.0 0870004520 6 150 4 100 4.026 102.0 4.260 108.0 4.500 114.0 0.237 6.0 0.120 3.0 0870004546 8 200 4 100 4.026 102.0 4.260 108.0 4.500 114.0 0.237 6.0 0.120 3.0 0870004603 6 x 150x 6 150 4 100 6.065 155.0 6.357 161.5 6.625 168.3 0.280 7.1 0.134 3.0 0870004629 8 200 4 100 6.065 155.0 6.357 161.5 6.625 168.3 0.280 7.1 0.134 3.0 0870004702 8 x 200 x 8 200 4 100 7.981 203.0 8.329 212.0 8.625 213.0 0.322 8.0 0.148 3.0 Note: Welded Outlets are manufactured to fit size -on -size, that is the contoured shape on a given Welded Outlet is made to fit perfectly on the first listed header size. If installed on the second header size marked on the fitting, a slight gap of approximately 1/22" will appear along the longitudinal centerline of the header. For example, a 1" x 2. 2W Welded Outlet, is a 1" outlet fitting manufactured to fit perfectly on the 2" header size listed, while leaving a /32" gap along the longitudinal centerline of the 21/2" size. If a perfect fit is required for a 21/2" header pipe, then a 1" x 21/2 - 3" Welded Outlet would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. SPF -8.14 � 1 � y Welded Outlet Fittings Threading Practice SPF Welded Outlets thread form is consistent with Aeronautical National Form (ANPT) AS71051. The thread is fully formed over both the L-1 hand tight and L-3 wrench tight threads. NPT tapered threads are typically gauged only over the L-1 threads. This makes SPF Welded Outlets more forgiving of field cut threaded pipe that may only marginally conform to the specifi- cation. Fewer leaks translate into lower costs. Ease of Installation SPF Welded Outlets are designed to sit higher on the pipe, thereby requiring less weld and eliminating burn through. SPF Welded Outlets sit higher on the header or branch line pipe than competitive fittings. This allows the welding torch to remain in an optimum position for welding. In addition, 11/2" and larger female threaded and grooved welded outlets require the same hole size for installation. This results in fewer change overs when installed using automatic welders. WeNedO:MN Ptah line Tapered Ives mettles math lee ofthread kameg eIdly Maned Mask haat SPF NPT THREAD FORM Efiecti eTMead L2 110111111111W Vanish Threads ale Pate ANVIL Effective Thread L2 Female P°chI Wash Threads 1411".1.1.1121.11114.111,E Standard tap di leaves excess truncation on L3 threads. STANDARD NPT THREAD FORM Male Rpe Welding Practice When measured with respect to linear inches of weld required for installation, SPF Welded Outlets require up to 15% less weld than competitive fittings. This reduces time and savings over time are substantial. The diameter of the contoured end of Welded Outlet has been reduced so that the wall thickness more nearly matches the header or branch line pipe wall thickness. There- fore, current and voltage settings required for welding are set to provide for adequate penetration without burn through and cold shutting. Also, weld volume required for installation is lower for SPF Welded Outlets than most other fittings. Typically, SPF Welded Outlets require one -weld pass for attachment. I- 2.650" I- 2.820' -j .325" --I 2" Competitive Fitting NPT TAPERED PIPE THREADS Drop Nipple or Tee let SizeLength 11 Hand light L3 Wrench Tight Total 11 L3 L2 Effe five Threads in./mm in./mm Threads in/mm Threads in./mm Threads in./mm Threads 1/2 15 0.320 8.1 4.48 0.214 5.4 3.00 0.534 13.6 7.48 0.534 13.6 7.41 3/4 20 0.339 8.6 475 0'214 5.4 3.00 0.553 14.0 7.75 0.546 13.9 7.64 10.400 25 10.2 4.60 0.261 6.6 3.00 0.661 16.8 7.60 0.683 17.3 7.85 11/4 32 0.420 10.7 4.83 0.261 6.6 3.00 0.681 17.3 7.83 0.707 18.0 8.13 11/2 40 0.420 10.7 4.83 0.261 6.6 3.00 0.697 17.7 7.83 0.724 18.4 8.32 2 50 0.436 11.1 5.01 0.261 6.6 3.00 0.706 17.9 8.01 0'757 19.2 8.70 21/2 65 0.682 17.3 5.46 0.250 6.4 2.00 0.932 23.7 7.46 1.138 28.9 9.10 3 80 0.766 19.5 613 0.250 6.4 200 1.016 25.8 813 1.200 30.5 9.60 4 100 0.844 21.4 6 75 0.250 6.4 2.00 1.094 27.8 8.75 1.300 33.0 10.40 Welding Practice When measured with respect to linear inches of weld required for installation, SPF Welded Outlets require up to 15% less weld than competitive fittings. This reduces time and savings over time are substantial. The diameter of the contoured end of Welded Outlet has been reduced so that the wall thickness more nearly matches the header or branch line pipe wall thickness. There- fore, current and voltage settings required for welding are set to provide for adequate penetration without burn through and cold shutting. Also, weld volume required for installation is lower for SPF Welded Outlets than most other fittings. Typically, SPF Welded Outlets require one -weld pass for attachment. I- 2.650" I- 2.820' -j .325" --I 2" Competitive Fitting SPF -8.14 WELDING PRACTICE Outlet SPF WELDED OUTLETS COMPETITIJE FITTING Size WELD VOLUME* LINEAR WELDING WELD VOLUME* LINEAR WELDING in. (mm) Cross Sec. dreg %less ln.(mm) %less Crass Sec. Aren %more la.(mm) ',Mess 1" 25 0.051 sq. in. 32.9 sq mm 12% 2.48 62.9 0% 0.058 sq. in. 37.4 sq mm 12% 2.48 62.9 0% 1'/" 0.032"g 48% 2.88 ° 0.063 3.01 32 20.6 13.1 4/° 40.6 48% 76.4 4% 11/2' 40 0.036" 23.2 40% 3.12 79.2 10% 0.060 38.7 40% 3.46 87.8 10% 2" 0.040" 3.77 0 0.106 4.41 50 25.8 62% 95.7 15/0 68.3 d 62 D 112.0 15% SPF -8.14 Welded Outlet Fittings Recommended Installation Procedures SPF Welded Outlet Fittings are designed and manufactured to reduce the cost of installation from both the standpoint of labor required and energy consumed. In addition, by B following the recommended installation procedures, many of the problems associated with installing welding outlet fittings on standard weight or light weight pipe are eliminated, including burn through and excessive shrinkage resulting in pipe distortion. Recommended Hole Sizes The hole cut in the branch or header pipe can be cut prior or subsequent to attachment of the Welded Outlets. One advantage of cutting the hole after welding is that the pipe is left intact during welding, thereby, reducing shrinkage and possible distortion. If holes are cut prior to welding, as some codes require, then the following hole sizes are recommended. Recommended Welding Procedures 11/4- 2 Outlet SPF Welded Outlet Fittings are designed to be installed on standard weight or light weight pipe with one weld pass on sizes through 4". Moreover, the wall thickness at the weld end of the fitting approximately matches standard weight pipe. Accordingly, heat settings can be made to optimize penetration on both the fitting and the pipe which it is being welded. Aside from reducing the likelihood of burn through and distortion resulting from excessive heat, the amount of weld required for adequate penetration is significantly reduced. As a general rule, the weld should be only as hot as required to allow the weld to penetrate the materials being welded while concomitantly allowing gases developed in the welding process to escape. Every effort must be made to avoid welding too hot or overheating both the pipe and the Welded Outlets. Excessive heat may cause the wrench tight threads (those in the bottom of the Welded Outlets near the weld zone) to distort while also causing the branch pipe to bend. It should be noted that SPF Welded Outlet Fittings have been subjected to exhaustive testing and evaluation, and only negligibly distort when subjected to excessive heat. The threads, on the other hand, may not return to their gauged form after cooling if excessive heat causes them to expand. The following is intended only as a guide, and assumes that the welding equipment is properly calibrated and functioning normally and the operator is qualified. Y2,3/4&1 Outlet Note: Please refer to www.anvilind.com or latest catalog for recommended hole size and welding practice. SPF -8.14 ANVIL v v 1, AMOUNT OF YIELD Outlet Size A B fn./mm In./mm la/mm 1 25 % 7 3/16 5 1144 31 ' 7 3/6 5 11/2 38 5/16 8 /4 . 2 5 5/16 144 , 21/2 h3 5/16 3 t/4 7 3 75 % 10 5A6 8 4 100 34 18 5/6 8 • V V 1 i" 1 OUTLET HOLE SIZES Welded Outlet Size Type Recommended Hole Size In/mm In/mm MTM -40 s13 � 34' MTM -40 72 1MTM-40 1 28 1' MTM -4 3k 1'/4 3f GR -40 13/s 35 11/2 .54 MTM -40 or GR -40 1,5� 2 MTM -40 or GR -4050 2 50 22 53 GR -40 2'b6 0? 3 GR -405 3 73 4 GR-40log 4 loo Holes may be cut employing mechanica means — including hole sawing, mechanical flame cutting (oxy-acetylene or propane), and air plasma cutting (constricted tungsten arc) machines. Anvil offers a simple approach to cutting the hole. Hand—held templates are sized to match your plasma cutter. Welded Outlet Fittings ANVIL Shielding Gas Flow FOR ALL SIZES) 20-25 CFH 1) Coe- Deeper penetration, faster welding, low cost. 2) 25% - Argon, 75% - Co2, Recommended for .134 wall and lighter, high welding speeds without melt through, minimum distortion and spatter, good penetration. SPF -8.14 Anvil assumes no liability for any consequential damages resulting from the improper use of its Welded Outlet Fittings, nor for any recommendations made with respect to installation procedures. RECOMMENDED SETTINGS FOR MICROWIRE WELDING PROCESS Header Size Pipe Wall Thickness Welded Outlet MTM -40 & GR -40 Electrode Size Welding Current Arc. Volts Wire Feed Travel Speed P ht/mm in./mm In./mm 44IPS•DC PDS. '_ RPM IPM h•2 0.035 100-130 16-20 210 25-30 0.065 1360 7 2'h-4 0.035 115-150 17-21 270 20-25 1'/4.2 63-100 31-50 1/2-2 0.035 110-140 18-22 220 25.30 0.109 13:50 3 21.4 0.035 120-160 19-22 290 20-25 0i) 63.0i) 1/2-2 0.035 110-140 17-20 210 20-25 0.083 13-30 2.5 21/2-4 0.035 120-150 17-20 270 20-25 2'h-4 6 3-100 6i-100 1/2-2 0.035 120-160 19-22 290 20-25 0.120 13-50 3 21/2-4 0.035 130-160 19-22 240 20-25 63-100 'h • 2 0.035 120-150 17-20 210 20-25 0.109 1350 3 21/2 -4 0.035 130-150 18-20 270 15-20 63-100 5-6 1/2-2 0.035 130.160 19-22 290 20-25 125-136 13-50 0.134 2'h • 4 0.035 140-160 20-22 270 15-20 3.5 65.100 2'4-4 0.045 180-205 20-24 245 27-32 63-100 1/2-2 0.035 120-150 17-20 240 20-25 1350 0.109 21/2 -4 0.035 130-150 18-20 260 15-20 65.103 21/2 - 4 0.045 170-220 18-22 290 12-18 8 63-100 200 '4.2 0.035 130-160 19-22 240 20-25 1,.50 0.148 21/2.4 0.035 140-160 20-22 260 15-20 3.5 53-100 2'h • 4 0.045 180-225 20-24 290 12-18 63-100 Shielding Gas Flow FOR ALL SIZES) 20-25 CFH 1) Coe- Deeper penetration, faster welding, low cost. 2) 25% - Argon, 75% - Co2, Recommended for .134 wall and lighter, high welding speeds without melt through, minimum distortion and spatter, good penetration. SPF -8.14 Anvil assumes no liability for any consequential damages resulting from the improper use of its Welded Outlet Fittings, nor for any recommendations made with respect to installation procedures. ARGCO Fire Sprinkler Pressure Gauges 0-300 psi water 0-300 psi air 0-300 psi air/water GUARANTEED Application: Fluid medium which does not clog connection port or corrode copper alloy. Specifically designed for the fire sprinkler industry. Size: 4" (100 mm) Accuracy ± 3/2/3% of span (ASME B40.1 Grade B) Working Range Steady: 3/4 of full scale value Fluctuating: 2/3 of full scale value Short time: full scale value Operating Temperature Ambient: -40°F to 140°F (-40°C to 60°C) Media: max. 140°F (+60°C) Temperature Error Additional error when temperature changes from reference temperature of 68°F (20°C) +0.4% for every 18° F (10°C) rising or falling. Percentage of span. Standard Features Connection Material: copper alloy Lower mount (LM) - not available for 11/2" size 1/4" NPT limited to wrench flat area Bourdon Tube: Material: copper alloy C-type Movement: Copper alloy, silicone dampened Dia: White plastic with stop pin - black & red lettering Pointer: Black aluminum Case: Black polycarbonate Approvals UL listed (UL -393) FM approved Meets NFPA 25 Standards Standard Scale PSI Window Acrylic, ultrasonically welded to case Standard Series • Type 110.10sp Order Options water air/water air The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM r \ CERTIFICATE OF COMPLIANCE /1. Wika Instrument, LP Certifies that the products specified herein have been manufactured in accordance with established technical standards, and comply with the requirements of ANSI/ASME B40.100 CUSTOMER CUSTOMER P.O. NO. ORDER NO. ORDER DATE CUSTOMER P/N WIKA P/N DESCRIPTION QUANTITY Allied Rubber & Gasket Co 5400 S 66 St FORT SMITH, AR 72903 34042 1830225 08/8/2012 (KA Instrument, LP 1000 Wiegand Boulevard LAWRENCEVILLE, GA 30043 Tel : (+1) 770-513 8200 Fax : (+1) 770-338 5118 http://www.wika.com info@wika.com 6510161 4276192 111.10SP 4 300PSI 1/4 L WATER ARGCO 2,400.00 AUTHORIZED SIGNATURE .46c.t....0-747,,,eitecAD .4dekp, DATE 02/7/2013 Victaulic® Vic-FlexTM Sprinkler Fittings Series AH2 and AH2-CC Braided Flexible Hoses jctaulic* 10.85 Series AH2 Series AH2-CC 1.0 PRODUCT DESCRIPTION Available Sizes by Component • Series AH2 Braided Hose: 31, 36, 48, 60, 72"/790, 914, 1219, 1525, 1830 mm. Note: length includes adapter nipple and 5.757140mm straight reducer. • Series AH2-CC Braided Hose: 31, 36, 48, 60, 72"/790, 914, 1219, 1525, 1830 mm. Note: length includes captured coupling and 5.757140 mm straight reducer. • Sprinkler Reducers: 1/2" and 3/4715 and 20mm sprinkler connections and 5.75, 9, 137140, 230, 330 mm straight lengths and short, long 90° elbows. Note: The short 90° elbow is typically used with concealed sprinklers while the long 90° elbow is typically used in the installation of recessed pendent sprinklers. Low Profile long, and short 90° elbows for use with Style AB11 Bracket. • Inlet Connections: • 1725 mm Grooved IGS • 1"/25 mm NPT or BSPT adapter nipples for attaching to pipe and fittings outlined in NFPA standards. • 3/4720 mm NPT or BSPT adapter nipples available for VdS. • 11/4"/ 32mm BSPT adapter nipples available for LPCB. • Brackets: • Style AB1 for suspended and hard -lid ceilings, allows installation before most ceiling tiles in place • Style AB2 for suspended and hard -lid ceilings, allows for vertical sprinkler adjustment, and installation before most ceiling tiles in place • Style AB3 for surface mount applications, wood, metal and block walls • Style AB4 for hard -lid ceilings with hat furring channel grid systems, allows for vertical sprinkler adjustment • Style AB5 for hard -lid ceilings, allows for vertical sprinkler adjustment • Style AB7 for suspended and hard -lid ceilings • Style AB7 Adjustable for suspended and hard -lid ceilings • Style AB8 for hard -lid ceilings with CD 60/27 profile metal studs (regionally available) • Style AB9 for hard -lid ceilings with hat furring channel grid systems • Style AB10 for Armstrong® TechZone— ceilings • Style AB11 for lay -in panel suspended t -grid ceilings or drywall suspended t -grid ceilings, allows for low profile installations (use only with 90° low profile elbows) ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Submitted By Date • Spec Section i Paragraph Approved Date victaulic.com 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. 1 ✓ctaulrc' victaulic.com 1.0 PRODUCT DESCRIPTION (Continued) Maximum Working Temperature • 225°F/107°C Maximum Working Pressure • 200 psi/1375 kPa (FM Approval) • 175 psi/1206 kPa (cULus Listed) • 1600 kPa/232 psi (VdS/LPCB Approved) Connections • To adapter nipple (inlet) via • 1725.4 mm Grooved IGS • 1725.4 mm NPT or BSPT male thread • 3/4"/20 mm BSPT male thread (VdS only) • 11/4732 mm BSPT male thread (LPCB only) • To sprinkler head (outlet) via 1/2" or 3/4°/15 mm or 20 mm Minimum Bend Radius • 77178 mm (FM Approval) • 2751 mm (cULus Listed) • 3'776.2 mm (VdS/LPCB Approved) Maximum Allowable Sprinkler K -Factors • FM (1/2"/15mm reducer) K5.6/8,1 (S.I.), (3/4'720mm reducer) K14.0/20,2 (S.I.) • cULus (1/2'715mm reducer) K8.0/11,5 (S.I.), (3/4"/20mm reducer) K14.0/20,2 (S.I.) • VdS/LPCB (1 "/15mm reducer) K5.6/8,1 (S.I.), (3/4'720mm reducer) K8.0/11,5 (S.I.) 2.0 CERTIFICATION/LISTINGS c US LOUD VdS LPCB CD v AtneP-PIR 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 2 ✓ctaulic' victaulic.com 3.0 SPECIFICATIONS - MATERIAL Series AH2 • Flexible Hose: 300 -series Stainless Steel • Collar/Weld Fitting: 300 -series Stainless Steel • Gasket Seal: Victaulic EPDM • Isolation Ring: Nylon • Nut and Nipple: Carbon Steel, Zinc Plated • Reducer (V2'/15 mm or 3/4'/20 mm): Carbon Steel, Zinc -Plated • Low Profile Elbows: Stainless Steel Brackets: Carbon Steel, Zinc -Plated Series AH2-CC • Flexible Hose: 300 -series Stainless Steel • Collar/Weld Fitting: 300 -series Stainless Steel • Gasket Seal: Victaulic EPDM • Isolation Ring: Nylon • Nut and Nipple: Carbon Steel, Zinc Plated • Reducer (W/15 mm or 3/a"/20 mm): Carbon Steel, Zinc -Plated • Housing: Ductile iron conforming to ASTM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395, Grade 65-45-15, is available upon special request. Coupling Housing Coating: • Orange enamel (North America, Asia Pacific). • Red enamel (Europe). • Hot dipped galvanized. Gasket:' • Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. 1 Services listed are General Service Guidelines only. It should be noted that there are services for which these gasket. are not compatible. Reference should always be made to the latest Victaulc Gasket Selection Gude for specific gasket service guidelines and for a listing of services which are not compatible. • Bolts/Nut: Zinc electroplated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A 449 and physical requirements of ASTM A 183. • Linkage: CrMo Alloy Steel zinc electroplated per ASTM B633 Zn/Fe 5, Type III Finish 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 3 ✓ctaulicr victaulic.com 4.0 DIMENSIONS • Product Details - Series AH2 Braided Hose A Hose Length Dimensions B Hose Length inches mm A inches mm B inches mm 31/790 25.3/641 31/790 36/915 31.3/794 36/915 48/1219 42.3/1073 48/1220 60/1525 54.3/1378 60/1525 72/1830 66.3/1683 72/1830 Series AH2-CC Braided Hose Hose Length inches mm A inches mm B inches mm 31/790 24.5/622 29.8/757 36/915 29.5/749 34.8/884 48/1219 41.5/1054 46.8/1189 60/1525 53.5/1359 58.8/1494 72/1830 65.5/1664 70.8/1798 • Item Description _1__ 2 i Flexible Hose Isolation Ring 3 Gasket 4 Nut 5ip Adapter Nipple 6 [ Braid 7 i Collar/Weld Fitti0g 8 1_______ Sleeve Item Description 1Flexible 2 Hose Isolation Ring 3 4 Gasket Nut 5 Captured Coupling 6 Braid 7 Collar/Weld Fitting 8 Sleeve 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 4 ✓ctauliic' victaulic.com 4.0 DIMENSIONS (Continued) • Standard Reducer l111111 1111111111111 III. ir 111111 '11111111i 1111111111111 ill. 5.757140 mm straight reducer Optional Reducers �111111111111111111�11111111= " 9.07229 rim straight reducer 11111111 11111111111111111 111111111111111111111111111 111 111 lir 11111111111111 13.0'/330 mm straight reducer 2.627 Short 90° elbow reducer NOTE 2.62"/ Long 90° elbow reducer • The Short 90° elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent sprinklers. • FM/VdS Approved only. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 5 ✓ctauliic' victaulic.com 4.1 DIMENSIONS VicFlex Brackets Style AB1 • Suspended Ceilings • Hard -Lid Ceilings (FM Only) Item Description 1 24"7610 mm or 48"11219 mm Square Ba 2 Patented Center Bracket 3 End Bracket 'Both sizes FM/VdS/LPCB approved, cULus listed Style AB2 • Suspended Ceilings • Hard -Lid Ceilings Item Description 1 247610mmor48"7t219mmSquare Bar* 2 Patented Vertically Adjustable Center Bracket 3 End Bracket 'Both sizes FM/VdS/LPCB approved, cULus listed Style AB3 • Surface Mount Applications • FM Approved 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 6 ✓ctaulic' victaulic.com 4.2 DIMENSIONS • VicFlex Brackets Style AB4 • Hard -Lid Ceilings with Hat furring channel grid system Item ' Description 1 2 24"/610 mm or 48"/1219 mm Square Bar* 2 ! Patented Vertically Adjustable Center Bracket End Bracket for Hat Furring Channel 3 'Both sizes FM/VdS approved, cULus listed Style AB5 • Hard -Lid Ceilings Item Description Description 1 2 24"/610 mm or 48"11219 mm Square Bar* 2 ' Patented Vertically Adjustable Center Bracket 3 End Bracket *Both sizes FM/VdS approved, cULus listed Style AB7 • Suspended Ceilings • Hard -Lid Ceilings Item Description 1 24"/610 mm or 4871219 mm Square Bar* 2 Patented 1 -Beet• Center Bracket 3 End Bracket 'Both sizes FM/VdS approved. Style AB7 Adjustable • Suspended Ceilings • Hard -Lid Ceilings Item Description 1 700 mm or 1400 mm Square 8ar* 2 Patented 1 -Beet• Center Bracket 3 End Bracket (adjustable) • 'Both sizes FM/VdS approved. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 7 • jctaulic" victaulic.com 4.3 DIMENSIONS VicFlex Brackets Style AB8 • Hard -Lid Ceilings Item Description 1 700 mm or 1400 mm Square Bar* 2 Patented Vertically Adjustable Center Bracket J.......; ................. End Bracket *Both sizes FM/VdS approved. Style AB9 • Hard -Lid ceilings with Hat furring channel grid system Item Description 24'7610 mm or 48'71219 mm Square Bar* Patented 1-Bee2° Center Bracket End Bracket for Hat Furring Channel Both sizes FM/VdS approved. Style AB10 • Suspended ceilings • Armstrong® TechZone Item i Description 1 6/1,52mmSquare Bar°..... 2 Patented 1-Bee2° Center Bracket 3 End Bracket TM/VdS approved, cULus listed. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 8 ✓ctaulid victaulic.com 4.3 DIMENSIONS (Continued) VicFlex Brackets Style AB11 • Suspended ceilings • Hard -Lid Ceilings Item Description 1 24"/610mat or 48"/1219 mm Square Bar* 2 Patented 1 -Beet• Center Bracket 3 End Bracket 'FM/VdS approved, cULus listed Low Profile Short 90° elbow reducer NOTE • The Short 90° elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent sprinklers. • Long 90° elbow reducer 10.85 5839 Rev AA Updated 12/2016 m 2016 Victaulic Company. All rights reserved. victaulic.com 9 'CtauIicr victaulic.com 4.4 DIMENSIONS CLEARANCES ABOVE CEILING Series AH2 Braided Hose and Style AB1 Bracket Suspended Ceiling Grid with Recessed Sprinkler V2707 3/4"/19mm Max. Recess Hose Clearance Chart Dimension inches mm inches'inches€inchesIinches mm i mm 1 mm j mm inches mm R 1 Minimum Bend Radius 2. 50 3 4' 5' 6 7 80 100 ( 125: 150 175 , A Min. 10.8 273 11.8 12.8 i 13.8 i 14.8 299 324 ! 349 1 375 15.8 400 Suspended Ceiling Grid with Concealed Sprinkler V3802 1/2"/12.7mm Max. Recess Hose Clearance Chart Dimension inches'inchesinchesinches mm mm 1 mm mm inches mm inches mm R Minimum 2 3 1 4. 5 6 7 Bend Radius 50 80:1 100: 125 150 175 A Min. 10.1 269 11.1 ' 12.1 i 13.1 281 11 307 i 333 14.1 358 15.1 383 Suspended Ceiling Grid with Recessed Sprinkler with Suspended Ceiling Grid with Concealed Sprinkler with 90° Elbow (Long) V2707 3/4"/19mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 8.0 200 90° Elbow (Short) }4'/610 mmw 48'/1219 mmmCm[e V38021/2"/12.7mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 5.8 147 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 10 ✓ctaulic' victaulic.com 4.4 DIMENSIONS (Continued) CLEARANCES ABOVE CEILING Series AH2 Braided Hose and Style AB2 Bracket Hard -lid Ceiling with Concealed Sprinkler V3802 1/2"/y2.7mm Max. Recess Hose Clearance Chart Dimension :inches rnm inches mm inches mm inches'inches'inches. mm ' mm ' mm I Minimum - 2 R I Rend Radius I 50 3 80 4 100 5£ 6 7 125 ' 150 175 I 7.6 A ( Min. 193 8.6 218 9.6 244 10.6 ; 11.6 12.6 269 j 295 320 Hard -lid Ceiling with Recessed Sprinkler V2707 3/4"/19mm Max. Recess Hose Clearance Chart Dimension inchesinchesiinches mm mm mm inches inches mm mm inches, mm Minimum ! 2 Bend Radius 50 80-'. 100 5 ? 6 125 s 150 A Min. 6.1 i 7.1 I 8.1 155 1180 [ 206 9.1 10.1 231 i 256 175 11.1 282 NOTE • Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. Hard -lid Ceiling Grid with Concealed Sprinkler with 90° Elbow (Short) V3802 l /12.7mm Max. Recess Hose Clearance Chart Dimension inches mm A € i Min. 5.0 127 Hard -lid Ceiling with Recessed Sprinkler with 90° Elbow (Long) V2707 3/4"/19mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 3.6 91 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 11 ✓ctaulic victaulic.com 4.5 DIMENSIONS CLEARANCES WITHIN SIDEWALL Series AH2 Braided Hose and Style AB2 Bracket Horizontal Sidewall Sprinkler V2707 34Y19mm Max. Recess Hose Clearance Chart Dimension finches i mm inches mm inches mm inches; inches: inches; mm f mm f mm f R ' Minimum i 2 Bend Radius ; 50 3 80 7.1 180 4 100 8.1 206 5 i 6 7 125 150 175 F 9.1 ' 10.1 11.1 231 i 256 282 f A Min. 6.1 i 155 Horizontal Sidewall Sprinkler with 90° Elbow (Long) V2707 3/4"/19mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 3.6 91 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 12 ✓ctaulio' victaulic.com 4.6 DIMENSIONS CLEARANCES ABOVE CEILING Series AH2 Braided Hose and Style AB4 Bracket Hat Furring Channel Grid with Recessed Sprinkler V2707 3/4'Y19mm Max. Recess Hat Furring Channel Grid with Recessed Sprinkler with Hat Furring Channel Grid with Concealed Sprinkler with 90° Elbow (Long) 247610 mrn Feiner V2707 3/4"119mm Max. Recess Hose Clearance Chart Dimension inches mm A Min, 8 200 90° Elbow (Short) V2707 4719mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 5.9 149 NOTE • Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 13 ✓ctaulic' Hose Clearance Chart Dimension ;inches inches inches inches incheslinchesl 1 mm mm mm mm mm 1 mm 1 R Minimum 2 Bend Radius ' 50 3 80 4 100 5 j 6 i 7 1 125 1 150 1 175 [ 1 10.3 11.3 12.3 13.3 1 14.3 1 15.3 A Min. 1262 287 313 338 1363.51 389 1 Hat Furring Channel Grid with Recessed Sprinkler with Hat Furring Channel Grid with Concealed Sprinkler with 90° Elbow (Long) 247610 mrn Feiner V2707 3/4"119mm Max. Recess Hose Clearance Chart Dimension inches mm A Min, 8 200 90° Elbow (Short) V2707 4719mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 5.9 149 NOTE • Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 13 ✓ctaulic' victaulic.com 4.6 DIMENSIONS (Continued) • CLEARANCES ABOVE CEILING Series AH2 Braided Hose and Style AB5 Bracket Hard -lid Ceiling with Recessed Sprinkler V2707 3"/19mm Max. Recess Hose Clearance Chart Dimension :inches , mm inches mm inches mm inches:inches inches' mm ' mm mm R Minimum i 2 Bend Radius; 50 3 80 4 100 5 6 7 125 150 175 A Min. I 6.1 j 155 7.1 180 8.1 206 9.1 10.11 11.1 I 231 256 i 282 I Recessed Pendent with 90° Elbow (Long) V2707 3/4"/19mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 3.6 91 V3802' /13mm Max. Recess Hose Clearance Chart Dimension ti :inches mm Minimum 2 ! 3 4 5 Bend Radius i 50 80 100 125 A Min. : 7.6 8.6 9.6 10.6 193 218 244 269 inches mm inches inches mm mm inches: inches! mm mm 6 7 150 175 11.6 112.6 295 i 320 Hard -lid Ceiling with Concealed Pendent with 90° Elbow (Short) V3802 W/13mm Max. Recess it Al Ir.A! Hose Clearance Chart Dimension inches mm A Min. 3.3 84 NOTE • Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 14 ✓ctaulic victaulic.com 4.6 DIMENSIONS (Continued) CLEARANCES ABOVE CEILING Series AH2 Braided Hose and Style AB11 Bracket (LOW PROFILE SOLUTION) Suspended Ceiling Grid with Recessed Sprinkler with LP 90° Elbow (Long) A See chart 1.7"/43 mm Typical ceiling grid Bracket assembly Style AB11 III 01 14h-,,it0/;‘,, See Note —:�1 ro • 5/8"/16 mm fi Typical ceiling tile II I 24"/610 mm or48"/1219mm on Center 3"/ 76 mm Finished ceiling face V2707 3/x"/19 mm MAX. RECESS Hose Clearance Chart Dimension inches mm 4.0 100 23/8760 mm max. hole 2"/51 mm min. hole rap I V2707 MAX. EXTENSION Suspended Ceiling Grid with Concealed Pendent with LP 90° Elbow (Short) A See chart 1.7"/43 mm Typical ceiling grid Bracket assembly Style AB11 See Note 5/2"/16mm4.4 [7'r r' Typical ceiling tile 24"/610 mm or48"/1210mm on Center 3"/ 76 mm Finished Ceiling Face V3802 3"113 mm MAX. RECESS Hose Clearance Chart Dimension inches mm 3.9 99 A Min. 2/6'/68 mm 4- max. hole 23/2760 mm min. hole V3802 MAX. EXTENSION 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 15 4tauiicr victaulic.com 4.6 DIMENSIONS (Continued) CLEARANCES ABOVE CEILING Series AH2 Braided Hose and Style AB3 Bracket Surface Mount Application with Recessed Sprinkler 23/8760 mm max. hole 4- 2751 mm min. hole NOTE • Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. • See installation instructions for mounting screw type and size. 10.85 5839 Rev AA Updated 12/2016 2016 Victaulic Company. All rights reserved. victaulic.com 16 jctsulic* Hose Clearances • Wall Thickness i I 2 4 1 6 1 8 10 2 4 6 8 10 50 100 1 150 200 250 50 100 150 200 250 Outlet Length 5.75 i 9 1 13 5.75 9 13 ; 9 13 i 13 13 5.75 9 i 13 5.75 1 9 i 13 9 ,13 13 13 "8" 146.11228.6 330.2 146.1 228,6'3302,228.6 330.2.330.2 330.2 146.1 228.6,3302 146.1;228.6;330.2 228.6,330.2 330.2 330.2 Hose 11.6 i 14.8 128 96 122 : 162 110.8 14.8 I 12.8 102 12.6 152 I 19.8 I 10.6 132 i 172 11.8 1 152 13.8 11.8 Clearance "C" 294 I 376 478 I 243 325 427 275 376 1 325 275 319 402 1 503 i 268 351 1 452 300 402 351 300 Bend Radius 7 8 "R" 175 200 NOTE • Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. • See installation instructions for mounting screw type and size. 10.85 5839 Rev AA Updated 12/2016 2016 Victaulic Company. All rights reserved. victaulic.com 16 jctsulic* victaulic.com 4.7 DIMENSIONS BRANCHLINE CLEARANCES Series AH2 Braided Hose with female threaded outlet Series AH2-CC Braided Hose with grooved outlet See chart Female Threaded Weld Outlet 2750 mm A See chart Hose Clearance Chart Dimension inches mm 1 . i ! incheslincheslinchesiinches mm ! mm 1 mm 1 mm inches mm Minimum 2 ' 3 ' 4 '5 6 R Bend Radius 50 E 80 ' 100 i' 125 i 150 7 175 A Min. 8.4 214 9.4 ' 10.4 1 11.4 i 12.4 239 ! 264 I 290 1 315 13.41 341 • 11 See chart I. No. 142 Grooved Weld Outlet 2750 inm See chart Hose Clearance Chart Dimension !inches mm Minimum 2 " Bend Radius I 50 80 100 125 R inches mri inches mm inches mm :•• • inches i inches! mm mm 16 7 150 175 11.1 ' 12.1 281 ! 307 1 3 4 5 i 7.1 A I Min. 1 180 8.1 205 9.1 231 10.1 256 10.85 5839 Rev AA Updated 12/2016 02016 Victaulic Company. All rights reserved. victaulic.com 17 jctaulic* ( victaulic.com • 4.7 DIMENSIONS (Continued) • BRANCHLINE CLEARANCES Series AH2 Braided Hose with Style 922 threaded outlet Series AH2-CC Braided Hose with Style 922 grooved outlet R See chart A See chart Style 922 Threaded Mechanica I Tee Outlet 2"/50 mm Hose Clearance Chart Dimension 'inches 1 mm inches mm inches mm inchesiinches.inchesi mm i mm mm 1 R Minimum 1 2 Bend Radius ` 50 3 80 4 100 5 6; 7 125 150 175 ; A Min. ,' 8.4 1212 9.4 238 10.4 263 11.4112.4; 13.4; 289 314 1 339 1 See chart A See chart Style 922 Grooved Mechanical Tee Outlet Hose Clearance Chart Dimension I inches: inches!inches;inches mm mm 1 mm i mm inches mm inches mm Minimum R Bend Radius 2 " 3 4 5 50 " 80!i 100 i 125 6.7 7.7 i 8.7 I 9.7 171 1 197 i 222 247 6 150 10.7 273 7 175 A Min. 11.7 298 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 18 ✓ctaulic victaulic.com 5.0 PERFORMANCE — FRICTION LOSS DATA c0 us Series AH2 and AH2-CC Braided Hoses with Straight 5.75'7140 mm Reducers usTED Style AB1, AB2, AB4, AB5 and AB10 Brackets Series AH2 Braided Hose with 90° Low Profile Elbows CO US LISTED Style AB11 VicFlex Bracket inches/mm 7 1 inches/mm Equivalent Length of 1/33.7 mm Sch. 40 Pipe feet/meters IT .• . . ,•' i .. Maximum Number of 90° Bends at 2751mm Bend Radius Maximum W/15 24/73 Equivalent Length of 1733.7mm Number of 90° Bends at 2751mm 24/7.3 4 36 /900 Sch. 40 Pipe (C=120) 1/2715 Bend Radius inches/mm 15 inches/mm/type 3/4720 feet/meters 28/8.5 31/775 48/1200 r --- 1/2"/IS/Strajgrtt 43/13.1 42/12.8 16/4.9 8 8 60/1500 1/2715 W/20/Straight 17/5.2 ; 4 36/900 50/15.2 1/2715/Straight 72/1800 21/6.4 , 5 3/4"/20/Straight 23/7.0 1 5 48/1200 1/2715/Straight 32/9.8 8 3/4720/Straight 37/11.3 60/1500 1/2715/Straight 46/14.0 10 3/4720/Straight 46/14.0 10 72/1800 4 i r 1/2715/Strajght i 3A720/Straight ; 55/16.8 53/162 ; ! , 12 12 Series AH2 Braided Hose with 90° Low Profile Elbows CO US LISTED Style AB11 VicFlex Bracket inches/mm 7 1 inches/mm Equivalent Length of 1/33.7 mm Sch. 40 Pipe feet/meters IT .• . . ,•' i .. Maximum Number of 90° Bends at 2751mm Bend Radius 31/775 W/15 24/73 W/20 24/7.3 4 36 /900 1/2715 26/7.9 15 3/4720 : 1 28/8.5 5 48/1200 , W/15 W/20 43/13.1 42/12.8 ..;. 8 8 60/1500 1/2715 49/14.9 10 3/4"/20 50/15.2 10 72/1800 1/V/15 65/19.8 12 W/20 63/19.2 12 • 10.85 5839 Rev AA Updated L2/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 19 jictaulic* victaulic.com 5.0 PERFORMANCE — FRICTION LOSS DATA (Continued) Series AH2 and AH2-CC Braided Hoses Equivalent Length Design Guide Equivalent length values at various numbers of 90 degree bends at 2751 mm center line bend radius Length of( Stainless [ Steel Flexible ` Outlet I 1 Hose `' Size I Bend inches/ [ inches/ ; feet/ mm i mm I meters 2 3 Bends Bends feet/ feet/ meters i meters 4 ' Bends feet/ meters 5 Bends feet/ meters 6 , 7 8 Bends ! Bends Bends feet/ feet/ feet/ meters : meters meters 9 10 11 Bends € Bends Bends feet/ E feet/ feet/ meters meters ? meters 12 Bends feet/ meters 'h"115 ' 8.5/2.6 31/775 ; _� : ..__. win 1/2"%15 113.5/4.1 36/900 F 3 ....._ /4 /20 14.0/4.3 i. 11.0/3.4 ..--_-_ 16.0/4.9 17.0/5.2 ' 13.0/4.0 ; 16.0/4.9 N.A N.A ; N,A N.A .._..._ .____._._..<._...N•A ..._; N �A_....._N �A N.A N.A ! N A N.A N.A N A N.A ....____ N A N.A 14.0/4.3 118.0/5.5 `: 19.5/5.9 __17.0/5.2 119.0/5.8 ? 20.0/6.1 NA 21.0/6.4 23.0/7.0 N.A I N.A N.A N.A N.A N.A N.A -.. f._._N.A........ N.A......... _ ...._. N.A N.A N.A N.A 3/2715 . 15.5/4.7 17.0/5.2 193/5.9 ; 20.0/6.1 21.0/6.4 22.0/6.7 ' 28.0/8.5. 32.0/9.8 ' N.A i i N.A N.A N.A 48/1200 , /20 i 17.0/5.2 19.0/5.8 21.5/6.6 24.5/7.5 26.0/7.9 27.0/8.2 ! 30.0/9.1 37.0/11.3 N.A N.A ' N.A N.A 1 'h"/15 i 21.5/6.6 24.0/7.3 27.0/8.2 28.5/8.7 ' 29.5/9.0 ; 37.5/11.4 r35.5/10.8 30.0/9.1 30.5/9.3 40.5/12.5 = 40.0/12.3 31.0/9.437.0/11.3 31.0/9.4 '138.0/11.6 41.0112.8: 42.0/12.8.46.0/14.0,49.0/14.91_52.0/15.8.__ ............ 40.5/12.3 ` 41.0/12.5 i 42.0/12.8 42.0/12.8 ._ ; 46.0/14.0 44.0/13.4 46.0/14.0 N.A 44.0/13.4 46.0/14.01 I N.A N.A N.A 55.0/16.8 53.0/16.2 60/1500 1 3/4"/20 i 23.0/7.0 24.0/7.3 's. 28.0/8.5 32.00/9.8 _ 36.5/11.1 323/9.9 -35.0/10.7 r 3/2'115 1 30.0/9.1 ;54.0116.5 150.0/15.2 i 51.0/153152.0/15.8 72/1800: W/20 ' 32.0/9.8 NOTES: • Values for use with 5.75'/140 mm straight reducers. How to use this Design Guide: • For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. • It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 20 ✓ctaulic victaulic.com 5.1 PERFORMANCE — FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hoses Style AB1, AB2, AB3, AB4, AB5, AB7, AB7 Adj., AB8, AB9 and AB10 VicFlex Brackets Length of Stainless Steel Flexible Hose inches/mm K -Factor Imperial/S.I. Outlet Size inches/mm/type Equivalent [ Length of € 1'733.7mm Sch. 40 Pipe feet/meters Maximum Number of 90° Bends at 7'7178mm Bend Radius [. 31/775 = 5.6/8.1 W/15/Straight 23.5/7.1 2 1, /15/90' Elbow 235/7.1 36/900 5.6/8.12 1/2715/Straight 27.8/8.5 1/2"/15/90° Elbow 25.6/7.8 48/1200 60/1500 5.618.13 1W/15/Straight 38.2/11.6 ; 1/2715190° Elbow 30.7/9.3 , 5.6/8.14 1/2 /15/Straight 42.4/12.9 1h"/15/90° Elbow 35.9/10.9 72/1800 5.618.14 1/2715/Straight 46.6/14.2 11"115/90°Elbow 41.1/12.5 1 31/775 8.0/11.52 3/4720/Straight 16.8/5.1 I 3/4720/90° Elbow 16.8/5.1 36/900 8.0/11.5 Win/Straight 20/6.0 § 2 3/4"/20/90' Elbow 19.7/6.0 i 48/1200 8.0/11.53 3/4/20/Straight 27.8/8.4 [. 3/4720/90° Elbow 26.6/8.1 60/1500 8.0/11.5 3/4720/Straight -.._. __ 35.7110.9_.__-.-_---_' 33.6/102 43.5/13.2 4 ._ 3/a'"/20/90°Elboinr 3/4"/20/Straight 72/1800 8.0/11.5 4 3/4"/20/90° Elbow 40.6/12.2 31/775 11.2116.13/4"/20/90°Elbow 3/4"120/Strai•ht 16.5/5.0 - 2 17.8/5.4 36/900 11.2/16.12 3/4"/20/Straight 19.5/5.9 3/4"/20/90° Elbow 20.7/6.3 { 48/1200 11.2/16.1 ~ 3/4"/20/Strai9!._..........__.. _. Jd /20/90° Elbow 26.7/8.1 —.__ ............ . __.. 27.9/8.5 3 60/1500 11.2/16.14 3/4720/Straight 33.9/10.3 I 3/4/20/90° Elbow 35/10.7 72/1800 = 11.2/16.1 3/4720IStraight___.-- 3/41720/90'Elbow 413/12.5 4 ---. _ . _. _ 42.2/12.8 31/775 14.0/20.22 3/4720/Straight 14.9/4.5 3/4"/20/90° Elbow 15.5/4.72 36/900 14.0/20.23/4"/20/90° 3/4720/Straight 19A/5.9 2 Elbow 19.6/5.9 48/1200 14.0/20.2 3/4720/Straight 30.3/9.2 [' 3 3/4°/20/90° Elbow 29.5/8.9 60/1500 14.0/20.24 3/4720/Straight 3/4720190` Elbow 33.9/10.3 34.1/10.4 37.5/11.4 72/1800 14.0/20.24 3/4720/Straight 3/4720/90° Elbow 38.6/11.7 FM NOTES: • Series AH2 has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 and Vds standards for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. • Differences in equivalent lengths are due to varying test methods, per FM 1637 and VdS standards. Refer to these standards for additional information regarding friction loss test methods. • EXAMPLE: A 48 -inch hose installed with two 30° bends and two 90° bends at a 7 -inch bend radius is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 21 ✓ctaulic" victaulic.com 5.2 PERFORMANCE — FRICTION LOSS DATA • Series AH2 Braided Hose with 90° Low Profile Elbows Style AB11 VicFlex Bracket Length of Stainless Steel Flexible Hose inches/mm K -Factor Imperial/5.1. Outlet Size inches/mm Equivalent Length of 1"/33.7mm Sch. 40 Pipe feet/meters ! Maximum Number of 90° Bends at 7'7178mm Bend Radius 31/775 5.6/8.1 W715 13.7/4.2 2 36/900 { 5.6/8.1 1/2"/15 17.0/5.2 2 48/1200 5.6/8.1 'h"/15 25.0/7.6 3 1 J 60/1500 5.6/8.1 1/2'/15 33.0/10.1 4 72/1800 5.6/8.1 'W/15 41.1/12.5 4 31/775 8.0/11.5 3/4"/20 13.6/4.14 2 36/900 8.0/11.5 3/x°/20 16.9/52 2 -{f i 48/1200 8.0/11.5 3/a"/20 27.8/8.5 € 3 60/1500 72/1800 8.0/11.5 8.0/11.5 3/a°°/20 32.6/9.9 4 3/4"/20 40.6/12.4 4 31/775 11.2/16.1 3/a"/20 13.7/4.2 2 36/900 48/1200 11.2/16.1 11.2/16.1 3/a"/20 W/20 17.0/5.2 24.9/7.6 2 3 i 60/1500 11.2/16.1 W/20 32.9/10.0 4 72/1800 11.2/16.1 W/20 40.9/12.5 4 31/775 14.0/20.2 3/4"/20 13.5/4.1 2 36/900 14.0/20.2 3/a"/20 16.8/5.1 2 48/1200 14.0/20.2 3/x°/20 24.7/7.5 3 60/1500 14.0/20.2 14.0/20.2 3/a"/20 3/a"/20 32.7/9.9 4 72/1800 40.7/12.4 4 FM NOTES: • Series AH2 has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 and Vds standards for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. • Differences in equivalent lengths are due to varying test methods, per FM 1637 and VdS standards. Refer to these standards for additional information regarding friction loss test methods. • EXAMPLE: A 48 -inch hose installed with two 30° bends and two 90° bends at a 7 -inch bend radius is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 22 • ✓ctaulic' victaulic.com 5.3 PERFORMANCE - FRICTION LOSS DATA [VdS, Series AH2 Braided Hose Style AB1, AB2, AB4, AB5, AB7, AB7 Adj., AB8, AB9, AB10 and AB11 Brackets Length of Stainless Steel Flexible Hose mm/inches 3i ? Outlet Size mm/inches Series AH2 Hose Equivalent Length of steel pipe according to EN 10255 DN 25 (33,7 x 3,25) meters/feet Maximum Number of 90° Bends at 3'776.2mm Bend Radius meters/feet 775/31 ;v5.5/18.0 SmmIW 5.5/18.0 3 i 20 mm/3k" 900/36 15mm/Y2° 6.4/21.0 3 20 mm/3/d' 1200/48 £. 15mm/1h" 8.5/27.9 3 20 mm/3/4" 1500/6010.7/35.1 15mm/1h" 20 mm/3/4" 4 1800/72 15mm/1/2" 12.8/42.0 4 20 mm/3/4" VDS CEILING MANUFACTURERS LIST AB1, AB2, AB7, AB10 ,AB11 AB4/9 1. AMF 2. Armstrong 3. Chicago Metallic 4. Dipling 5. Durlum 6. Geipel 7. Gema -Armstrong 8. Hilti 9. Knauf 10. Lafarge 11. Linder 12. Odenwald 13. Richter 14. Rigips 15. Rockfon Pagos 16. Suckow & Fischer 17. USG Donn LPCB AB5, AB8 No specific approval 1. Hilti 2. Knauf 3. Lafarge 4. Lindner 5. Rigips Series AH2 Braided Hose Style AB1 Bracket Length of Stainless Steel Flexible j Hose j Outlet Size mm/inches j mm/inches/type Series AH2 Hose Equivalent Length of steel pipe according to EN 10255 DN 25 (33,7 x 3,25) meters/feet Maximum Number of 90° Bends at 3'/76.2mm Bend Radius 775/31 15mmrh"/Straight 20 mm/3/4"/Straight 1.8/6.0 900/36 1200/48 15mm/1/2"/Straight 20 mm/3/4"/Straiight 3.6/11.9 3 t Smm/Y2"/Straiight 20 mm/W/Straight 1500/60 15mm/Y2"/Straight 20 mm/3/4"/Straight 4.3/14.0 3 4.1/13.6 3 15mm/1/2"/Stra ht I 20 mm/3/4"/Straight 5.5/18.1 3 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 23 ✓ctaulic' victaulic.com 6.0 NOTIFICATIONS • It is the responsibility of the system designer to verify suitability of 300 -series stainless steel flexible hose for use with the intended fluid media within the piping system and external environments. • The effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on 300 -series stainless steel flexible hose must be evaluated by the material specifier to confirm system life will be acceptable for the intended service. Failure to follow these instructions could cause product failure, resulting in serious personal injury and/or property damage. 7.0 REFERENCE MATERIALS — CHARACTERISTICS Flexible Hose In -Plane Bend Characteristics One Bend Minimum bend radius Imo\ 90°° L Two Bends OR Minimum bend radius Minimum bend radius Three Bends 2X Minimum I Minimum bend radius 1 bend radius OR Minimum bend radius , Minimum bend radius Minimum bend radius NOTE For out -of -plane (three-dimensional) bends, care must be taken to avoid imparting torque on the hose. I-VlcFlex-AB1-AB2-AB10 I-VicFlex-A53 I-VlcFlex-A87 J-VlcFlex-ABB 1-VI,cFlegx AD4.-AB9 • User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as wet as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, adwce, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidaries or affiliates covering such use or design, or as a recommendation for the use of such matenal, product, service, or design in the infringement of any patent or other intellectual property nght. The terms "Patented" or "Patent Pending' refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. • Note This product shall be manufactured by Victaulic or. o Victaulic specifications. All products to be installed in accordance with current Victaulic nstallation/assembly instructions Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to I-VICFLEX-A111-AB2-AB10, I-VICFLEX-AB4-AB9, I-VICFLEX-AB7, or I-VICFLEX-AB8 for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in lite U.S. and/or other countries. • 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 24 ✓ataulic Victaulic° Vic-FIexTM Sprinkler Fittings Series AH1 Braided Flexible Hose ✓ctauliic 10.95 1.0 PRODUCT DESCRIPTION Available Sizes by Component • Series AH1 Braided Hose: 31, 36, 48, 60, 72"/790, 914, 1220, 1525, 1830mm. Note: length includes adapter nipple and 5.75"/140 mm straight reducer. • Sprinkler Reducers: 1/2' and 3/a°/15 and 20 mm sprinkler connections and 5.75"/140 mm, 9"/230 mm, 137330 mm straight lengths and short, long 90° elbows. Note: The short 90° elbow is typically used with concealed sprinklers while the long 90° elbow is typically used in the installation of recessed pendent sprinklers. • Adapter Nipples: 1'/25 mm NPT or BSPT adapter nipples for attaching to pipe and fittings outlined in NFPA standards. 3/4720 mm NPT or BSPT available for VdS. 11/a"/ 32mm BSPT available for LPCB. • Brackets: • Style AB1 for suspended and hard -lid ceilings, allows installation before ceiling tiles in place • Style AB2 for suspended and hard -lid ceilings, allows for vertical sprinkler adjustment, and installation before ceiling tiles in place • Style AB3 for surface mount applications, wood, metal and block walls • Style AB4 for hard -lid ceilings with hat furr ing channel grid systems, allows for vertical sprinkler adjustment • Style AB5 for hard -lid ceilings, allows for vertical sprinkler adjustment • Style AB6 for cold storage applications, refer to submittal 10.90 • Style AB7 for suspended and hard -lid ceilings • Style AB7 Adjustable for suspended and hard -lid ceilings • Style AB8 for hard -lid ceilings with CD 60/27 profile metal studs (regionally available) • Style AB9 for hard -lid ceilings with hat furring channel grid systems • Style AB10 for Armstrong® TechZone'" ceilings Maximum Working Temperature • 225°F/107°C Maximum Working Pressure • 200 psi/1375 kPa (FM Approval) • 175 psi/1206 kPa (cULus Listed) • 1600 kPa/232 psi (VdS/LPCB Approved) ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Submitted By Date • Spec Section Paragraph Approved Date victaulic.com 10.95 8507 Rev D Updated 1012016 © 2016 Victaulic Company. All rights reserved. 1 • ✓ctauliic victaulic.com 1.0 PRODUCT DESCRIPTION (Continued) Connections • To adapter nipple (inlet) via 1"/25.4 mm NPT or BSPT male thread OR • To adapter nipple (inlet) via 3/4"/20 mm BSPT male thread(VdS only) • To sprinkler head (outlet) via l or 3/4715 mm or 20 mm Minimum Bend Radius • 7"/178 mm (FM Approval) • 3"/76.2 mm (cULus Listed) • 3"/76.2 mm (VdS/LPCB Approved) Maximum Allowable Sprinkler K -Factors • FM (l '/15mm reducer) K5.6/8,1 (S.I.), (3/4"/20mm reducer) K14.0/20,2 (S.I.) • cULus (l '/15mm reducer) K8.0/11,5 (S.I.), (3/4"/20mm reducer) K14.0/20,2 (S.I.) • VdS/LPCB (1/2"/15mm reducer) K5.6/8,1 (S.I.), (3/4720mm reducer) K8.0/11,5 (S.I.) 2.0 CERTIFICATION/LISTINGS uL us vdS LPCB 3.0 SPECIFICATIONS — MATERIAL Series AH1 • Flexible Hose: 300 -series Stainless Steel • Collar/Weld Fitting: 300 -series Stainless Steel • Gasket Seal: Victaulic EPDM • Isolation Ring: Nylon • Nut and Nipple: Carbon Steel, Zinc Plated • Reducer (' or 3/4"): Carbon Steel, Zinc -Plated Brackets: Carbon Steel, Zinc -Plated 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 2 ✓ctaulic victaulic.com 4.0 DIMENSIONS Product Details - Series AH1 Braided Hose A I�Oro CIIIIIIIIIIIIIIIIIIIIIIIIIII�'' Hose Length Dimensions B Hose Length inches mm A inches mm B inches mm 31/790 25.25/641 31/790 36/915 31.25/794 36/915 48/1220 42.25/1073 48/1220 60/1525 54.25/1378 60/1525 72/1830 66.25/1683 72/1830 Standard Reducer 911 1111unim wino' ill 5.75"/140 mm straight reducer Optional Reducers MI I I I I I I I I 111111111111111111 �Illllllllllllllllllillllllll 11111111111111111111111111' 9.0'/229 mm straight reducer llllllllllllllll!IIIIICIII 11111111 1111111111 IIIIIII11111111 IIIIIIIIIIIIIIICIIIIIIIIII 13.0'/330 mm straight reducer 2.62"/ Short 90° elbow reducer 262"/ Long 90° elbow reducer Item Description 1 Flexible Hose 2 1 Isolation Ring 3 Gasket 4 Nut 5 Branch Line Nipple 7 ....Braid Collar/Weld Flttina NOTE • The Short 90° elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent sprinklers. • FM/VdS Approved Only. 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 3 ✓ctaiulic' victaulic.com 4.1 DIMENSIONS VicFlex Brackets Style AB1 • Suspended Ceilings • Hard -Lid Ceilings (FM Only) Item Description 1 24"/610 mm or 4891220 mm Square Bar* 2 ! Patented Center Bracket v........ 3__.._.i ..............._. End Bracket_..__..._.. 'Both sizes FM/VdS/LPCB approved, cULus listed Style AB2 • Suspended Ceilings • Hard -Lid Ceilings Item i Description 1 24"/610 mm or 48"/1220 mm Square Bar* 2 I Patented Vertically Adjustable Center Bracket 3 End Bracket 'Both sizes FM/VdS/LPCB approved, cULus listed Style AB3 • Surface Mount Applications • FM Approved 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 4 ✓ctaulie victaulic.com 4.2 DIMENSIONS • VicFlex Brackets Style AB4 • Hard -Lid Ceilings with Hat furring channel grid system Item i Description 1 i 24"/610min or48"/1220 mm Square Bar' 2 Patented Vertically Adjustable Center Bracket 3 ; End Bracket fgr Hat Furring Channel I 'Both sizes FM/VdS approved, cULus listed Style AB5 • Hard -Lid Ceilings Item Description 1 2 24"/610mmor48"/1220mmS•uare Bar" Patented Vertically Adjustable Center Bracket 3 End Bracket 'Both sizes FM/VdS approved, cULus listed Style AB7 • Suspended Ceilings • Hard -Lid Ceilings Item I Description 1 24"/610 mm or 48"/1220 mm Square Bar* 2 Patented 1 -Beer Center Bracket 3 End Bracket 'Both sizes FM/VdS approved. Style AB7 Adjustable • Suspended Ceilings • Hard -Lid Ceilings Item Description 1 700mm or 1400mm Square Bar* 2 Patented 1 -Beer Center Bracket 3 ? End Bracket (adjustable) 'Both sizes FM/VdS approved. 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 5 ✓ctaulic' victaulic.com 4.3 DIMENSIONS • VicFlex Brackets Style AB8 • Hard -Lid Ceilings Item I Description 1 700 mm or 1400 mm Square Sar* 2 Patented Vertically Adjustable Center Bracket 3 *Both sizes FMNdS 'Both sizes FM/VdS approved. Style AB9 • Hard -Lid ceilings with Hat furring channel grid system Item Description 24°/610 mm or 48' /1220mm Square Bar* Patented 1-Bee2° Center Bracket End Bracket for Hat Furring Channel 'Both sizes FM/VdS approved. Style AB10 • Suspended ceilings • Armstrong® TechZone Item ' Description 1 6"/152 mm Square Bar* 2 Patented 1-Bee2° Center Bracket 3 End Bracket 'FM/VdS approved, cULus listed. 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 6 • jctaulic victaulic.com 4.4 DIMENSIONS CLEARANCES ABOVE CEILING Series AH1 Braided Hose and Style AB1 Bracket Suspended Ceiling Grid with Recessed Sprinkler V2707 3/4719mm Max. Recess Hose Clearance Chart Dimension inches inches inches inches inches inches [ mm mm mm mm 3 mm j mm R Minimum 12 Bend Radius =50 3 80 4 100 5 125 6 i 7 150 , 175 I I 10.8 11.8 12.8 13.8 ! 14.8 i 15.8 A Min. [ 273 298.5 324 349 i 375 i 400 i Suspended Ceiling Grid with Concealed Sprinkler A See Chart OrAlle r7 EME Bracket Asserm.y Style AB1 2"/,,,a/683 mm ole 23/47603 mm min hole 44'/1 3 mm 12'/43 mm Typcal c Ming grid See cote 247610 mm or 4&/1219 mm on Center V3802 1/2/12.7mm Max. Recess Hose Clearance Chart Dimension inches inches mm mm inches mm inches; inches; inches mm ? mm I mm A Minimum 2 i 3 4 5 6, 7 Bend Radius ' 50 '. 80 100 125 150 ; 175 10.1 11.1 12.1 13.1 14.1 15.1 Min. 269 281 307 333 i 358 i 383 Suspended Ceiling Grid with Recessed Sprinkler with Suspended Ceiling Grid with Concealed Sprinkler with 90° Elbow (Long) V2707 3/4"/19mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 8.0 200 90° Elbow (Short) See Char 2,7613mm max hole ,.,bOmm n� 113 mm 7,3mm Ve/16mm Typcalcein Typcalceclhggnd 24"/6lpmmp d8"/12t9 mm mCenter Fa cemg lace V38021/2"/12.7mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. .8 147 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 7 ✓ctauIic victaulic.com 4.5 DIMENSIONS CLEARANCES ABOVE CEILING Series AH1 Braided Hose and Style AB2 Bracket Hard -lid Ceiling with Concealed Sprinkler Hard -lid Ceiling with Recessed Sprinkler V3802' 712.7mm Max. Recess Hose Clearance Chart Dimension inches'incheslinches inches inches inches; I mm mm ; mm mm mm mm R Minimum i 2 3` 4 5 6 i 7 Bend Radius ' 50 . 80 , 100 125 150 175 A Min. : 7.6 i 8.6 I 9.6 10.6 11.6 12.6 I 193 ; 218 1244 269 295 320 V2707 3/4"/19mm Max. Recess NOTE • Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. Hard -lid Ceiling Grid with Concealed Sprinkler with 90° Elbow (Short) Hard -lid Ceiling with Recessed Sprinkler with 90° Elbow (Long) 1 7416 mm Stud GC FnISM1N ce..9 face V3802' 712.7mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 5.0 127 V2707 3/4"/19mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 3.6 91 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 8 ✓ctaulic' Hose Clearance Chart Dimension inches inches incheslinches inches inches i mm mm i mm I mm mm mm R Minimum Bend Radiusi " 2 50 3' 4 1 5 80 100 1125 6 150 7 175 A Min. 6.1 7.1 8.1 i 9.1 10.1 11.1 155 180 206 i 231 256 282 NOTE • Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. Hard -lid Ceiling Grid with Concealed Sprinkler with 90° Elbow (Short) Hard -lid Ceiling with Recessed Sprinkler with 90° Elbow (Long) 1 7416 mm Stud GC FnISM1N ce..9 face V3802' 712.7mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 5.0 127 V2707 3/4"/19mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 3.6 91 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 8 ✓ctaulic' victaulic.com 4.6 DIMENSIONS CLEARANCES WITHIN SIDEWALL Series AH1 Braided Hose and Style AB2 Bracket Horizontal Sidewall Sprinkler V2707 3/4"/19mm Max. Recess Hose Clearance Chart Dimension inches mm inches mm inches mm inchesinchesiinches! i i mm , mm i mm , Minimum R I Bend Radius : 2 50 3 80 4 100 5 j 6 ! 7 125 i 150 i 175 A 1 6.1 A 1 Min. ...i 155 7.1 180 8.1 206 9.1 I 10.1 I 11.1 1 231 i 256 i 282 Horizontal Sidewall Sprinkler with 900 Elbow (Long) V2707 3/4"/19mm Max. Recess Hose Clearance Chart Dimension inches mm = A Min. 3.6 91 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 9 jctsulic* victaulic.com 4.7 DIMENSIONS ^ CLEARANCES ABOVE CEILING Series AH1 Braided Hose and Style AB4 Bracket Hat Furring Channel Grid with Recessed Sprinkler I- rapili ��- ^��~ | �g. "=��^~ Van m~ Typical gnd V2707 3/4719mm Max. Recess Hose Clearance Chart Dimension | linches inches inches i imm mm mm mm 1 mm 1 mm mmmwm z a � � 1 6 1 7 R Bend Radius 50 80 100 125 1 150 I 175| A | min.| 10.3 11.312.313.3| 14.3| 15.3| 1 | um 287313 338|363.5| 389 1 Hat Furring Channel Grid with Recessed Sprinkler with Hat Furring Channel Grid with Concealed Sprinkler with 90° Elbow (Long) V2707 3/4719mm Max. Recess Hose Clearance Chart Dimension A Min. 90° Elbow (Short) 2./51 mrn V2707 3/4719mm Max. Recess Hose Clearance Chart | Dimension inches inches mm / mm 8.0| | � 5.9 200 I A Min. 149 NOTE • Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. " 10.95 8507 Rev D Updated 10/2016 2016 Victaulic Company. All rights reserved. victaulic.com 10 victsulie victaulic.com • 4.8 DIMENSIONS CLEARANCES ABOVE CEILING Series AH1 Braided Hose and Style AB5 Bracket Hard -lid Ceiling with Recessed Sprinkler V2707 3/719mm Max. Recess Hard -lid Ceiling with Recessed Pendent with 90° Elbow (Long) Hard -lid Ceiling with Concealed Sprinkler V3802 l /13mm Max. Recess Hose Clearance Chart Dimension inches inches € inches I mm mm mm inches mm GO mismr le inches mm inmmches] R Minimum 2 3 4 5 1 Bend Radius ; 50 ; 80 100 125 150 7.6 I 8.6 T9.6 10.6 11.6 A Min. 193 1 218 1 244 269 295 175 Y 12.61 320 Hard -lid Ceiling with Concealed Pendent with 90° Elbow (Short) V3802 1713mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 3.6 91 V2707 3/4719mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 3.3 84 NOTE • Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.95 8507 Rev D Updated 10/2016 m 2016 Victaulic Company. All rights reserved. victaulic.com 11 ✓ctaulic' Hose Clearance Chart Dimension inches mm inches mm inches mm inchesinches' inches: mm ' mm ? mm R Minimum Bend Radius 2 50 3 80 4 100 5" 6 1 7 125 ' 150 175 1 A 1 j 6.1 Min. 1 155 7.1 180 8.1 206 9.1 10.1 11.1 ' 231 256 1282 Hard -lid Ceiling with Recessed Pendent with 90° Elbow (Long) Hard -lid Ceiling with Concealed Sprinkler V3802 l /13mm Max. Recess Hose Clearance Chart Dimension inches inches € inches I mm mm mm inches mm GO mismr le inches mm inmmches] R Minimum 2 3 4 5 1 Bend Radius ; 50 ; 80 100 125 150 7.6 I 8.6 T9.6 10.6 11.6 A Min. 193 1 218 1 244 269 295 175 Y 12.61 320 Hard -lid Ceiling with Concealed Pendent with 90° Elbow (Short) V3802 1713mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 3.6 91 V2707 3/4719mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 3.3 84 NOTE • Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.95 8507 Rev D Updated 10/2016 m 2016 Victaulic Company. All rights reserved. victaulic.com 11 ✓ctaulic' victaulic.com 4.8 DIMENSIONS (Continued) CLEARANCES ABOVE CEILING Series AH1 Braided Hose and Style AB3 Bracket Surface Mount Application with Recessed Sprinkler 23/4"/60 mm max. hole E- --> 2"/51 mm min. hole Wall Thickness Hose Clearances 2 4 6 8 50 100 150 1200 10 250; 6 150 8 200 10 2501 Outlet Length 5.75 ( 9 13 i 5.75 9 i 13 9 13 , 13 13 5.75 9 13 5.75 °B" 146.1 228.6 3302 146.1 228.6 330.2.228.6 330.2 330.2 3302 , 146.1 228.6.330.2 146.1 Hose mmm 11.6 1 14.8 ~ 18.8 I 9.6m 12.8? 16.8 10.8 14.8 12.8 10.8: 12.6 15.8 1 19.8 1 10.6 Clearance ''Cu 294 1 376 478 243 325 1 427 275 376 325 275 1319 402 1 503 268 9 13 9 13 13 228.6 i 3302 ; 228.6 330.2 3302 13.8 1 17.8 11.8 15.8 13.8 351 452 300 1 402 351 13 3301 11.8 300 Bend Radius 7 175 8 200 NOTE • Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. • See installation instructions for mounting screw type and size. • 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 12 ✓ctauli;cr victaulic.com 5.0 PERFORMANCE - FRICTION LOSS DATA • �Oe Series AH1 Braided Hose with Stra ight 5.75" Reducers c Style AB1, AB2, AB4, AB5 and AB10 Brackets Length of Stainless Steel Flexible Hose inches/mm Outlet Size inches/mm/type Series AH1 Hose Maximum Equivalent Length Number of of 1'733.7 mm 90° Bends at 3"/51 mm Sch. 40 Pipe (C=120) Bend Radius feet/meters 31/775 1/2715/Straight ..............._............._._-._52/15.8__._._._.......-. 55/16.8 3 3/4720J5traight 36/900 1/2'/15/Straight 63/19.2 4 3/4720/Straight 66/20.1 4 48/1200 /715/Straight 78/23.8 _ 4 3/4720/Straight 80/24.4 4 88/26.8 60/1500 1/2715/Straht 3/4720/Straight 90/27.4 4 72/1800 1/2715/Straight 112/34.1 5 118/36.0 5 44720/Straight Series AH1 Braided Hose Equivalent Length Design Guide Equivalent length values at various numbers of 90 degree bends at 3751 mm center line bend radius Length of Stainless Steel Flexible Hose inches/mm Outlet Size inches/mm 1 Bend feet/meters 2 3 Bends Bends feet/meters feet/meters 4 Bends feet/meters 5 Bends feet/meters 31/775 W/15 32/9.842/12.8 _ 52/15.9 N.A N.A 3/720 33/10.1 44/13.4 55/16.8 N.A N.A 36/900 -.-..-......-'/2"/15 3/a"/20__ 33/10.1 _��__�_53/16.2 _ 46/14.0 56/17.1 63/19.2 N.A ._ _ __. _..........____43/13.1_ 36/11.0 66/20.1 N.A 48/1200 W/15 46/14.0__ 57/17.4 68/20.7 78/23.8 N.A 4,4720 ___ v 51/15.5 60/183 ' 71/21.6 i 88/26.8 N.A 60/1500 1/2715 56/17.1 67/20.4 77/23.5 88/26.8 N.A 3/4720 58/17.7 69/21.0 80/24.4 90/27.4 N.A 1h"/15 72/1800 3/a"/20 69/21.0 79/24.1 91/27.7 102/31.1 112/34.1 73/22.6 84/25.6 95/29.0 i 106/32.3 118/36.0 NOTES: • Values for use with 5.75' straight reducers. How to use this Design Guide: • For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. • It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. • 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 13 \OtaUtic victaulic.com 5.0 PERFORMANCE — FRICTION LOSS DATA • Series AH1 Braided Hose Style AB1, AB2, AB3, AB4, AB5, AB7, AB7 Adj., AB8, AB9 and AB10 VicFlex Brackets inches/mm Imperial/S.I. inches/mm/type Series AH1 Hose Equivalent Length of 1733.7mm Sch. 40 Pipe feet/meters 1 Maximum j Number of 90° Bends at 7"/178mm Bend Radius 31/775 5.6/8.7 'h"115/Straight 53.8/16.4 2 1/2"/15/90° Elbow 53.8/16.4 36/900 5.6/8.1 'h"/15/Straight 63.7/19.4 2 'h"/15/90° Elbow 63.1/19.2 48/1200 1/2"/15/Straight 87.9/26.8 5.618.1 1/2°/15/90. Elbow 85.8/26.1 3 5.6/8.1 1/2/15/Strai ht 112.2/34.160/1500 108.4/33.0 4 1/2"/15/90° Elbow 72/1800 5.618.1 3h"/15/Straight 136.5/41.6 4 t '/15/90° Elbow 131.1/39.9 31/775 8.0/11.5 3/4720/Straight -. 44.4/13.5 2 3/4"/20/90° Elbow 47.6/14.5 36/900 8.0/11.5 3/a"/20/Straight _ _j 55.6/16,9 2 ----- 57.5/17.5 3/4"/20190° Elbow 3/4"/20/Straight 82.8/25.2 48/1200 8.0/11.5 3/4"/20/90° Elbow 81.7/24.9 3 3/4"120/Straight 110.1/24.9 60/1500 8.0/11.5 3/4"/20/90° Elbow 105.9/32.2 4 3/4"/20/Straight 137.3/41.8 72/1800 8.0/11.5 3/4720/90° Elbow 130.2/39.7 4 3/4720/Straight 45.5/13.8 t 31/775 11.2/16.1 3/4"/20/90° Elbow 47.1/14.3 2 36/900 11.2/16.1 3/4"/20/Straight 66.3/20.2 2 3/4"/20/90° Elbow 57.5/17.5 48/1200 11.2/16.1 3/4720/Straight 82.7/25.2 3 _ 3/4720/90' Elbow _....... 82.8/25.2... 60/1500 11.2/16.1 .... ............................. 3/4"/20/Straight 109.1/33.2 _ 4 3/4"/20/90' Elbow 108.1/32.9 72/1800 3/4720/Straight 135.5/41.3 11.2/16.1 3/a"/20190° Elbow 133.4/40.6 4 31/775 3/4"/20/Straight 44.3/13.5 14.0/20.2 — 3/4°/20/90° Elbow 46.4/14.1 2 36/900 74.0/20.2 3/4°/20/Straight 55.5/16.9 2 ? ' 3/4"/20/90' Elbow 56.7/17.3 48/1200 14.0/20.2 3/4"/20/Straight 83.0/25.3 34 /20/90° Elbow 82.1/25.0 3 ( 60/1500 14.0/20.2 3/4720/Strai ht 3/4720/90e Elbow 110.4/33.6 107.5/32.7 ___ 4 72/1800 14.0/20.2 –. _._._..3/4'/20/Strarght__......._......................_. 3/4"/20/90° Elbow _._.___137.9/42:0 132.8/40.4 - -- 4 FM NOTES: • Series AH1 has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 and Vds standards for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. • Differences in equivalent lengths are due to varying test methods, per FM 1637 and VdS standards. Refer to these standards for additional information regarding friction loss test methods. • EXAMPLE: A 48 -inch hose installed with two 30° bends and two 90° bends at a 7 -inch bend radius is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. • 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 14 • ✓ctaulic° victaulic.com 5.0 PERFORMANCE — FRICTION LOSS DATA vdS Series AH1 Braided Hose Style AB1, AB2, AB4, AB5, AB7, AB7 Adj., AB8, AB9, and AB10 Brackets Length of Stainless Steel Flexible Hose mm/inches Outlet Size mm/inches/type Series AH1 Hose Maximum Number of 90° Bends at 3'776.2mm Bend Radius Equivalent Length of steel pipe according to EN 10255 DN 20 (26,9 x 2,65) meters/feet j Maximum Number of 90° Bends at 3"/76.2mm Bend Radius meters/feet 790131 15mmtW/Straight 4.0/12.9 915/36 3 20 mml3/a"/Straight 915/36 15mm/1/2"/Straight 4.6/15.0 6.1/20.0 7.6/25.0 15mm/1/2/Straight 3 3 4 3 L______22 20 mm/3/4"/Straight 1220/48 15mm/1/2/Straight 20 mm/3 /Straight 1525/60 15 m m_../h"/St-r_a—ight____ 20 mm/3/4"/Straight 1830/72 15mmP/2"/Straight 9.2/30.0 20 mm/3l4"/90° Elbow 4 20 mm/3/4'"/Straight VDS CEILING MANUFACTURERS LIST AB1, AB2, AB7, AB10 AB4/9 AB8 1. AMF 2. Armstrong 3. Chicago Metallic 4. Dipling 5. Durlum 6. Geipel 7. Gema -Armstrong 8. Hilti 9. Knauf 10. Lafarge 11. Linder 12. Odenwald 13. Richter 14. Rigips 15. Rockfon Pagos 16. Suckow & Fischer 17. USG Donn No specific approval 1. Hilti 2. Knauf 3. Lafarge 4. Lindner 5. Rigips [LPCB] Series AH1 Braided Hose Style AB1 Bracket Length of Stainless Steel Flexible Hose 1 mm/inches Outlet Size mm/inches/type Series AH1 Hose Maximum Number of 90° Bends at 3'776.2mm Bend Radius Equivalent Length of steel pipe according to EN 10255 DN (33,7 x 3,25) meters/feet 790/31 i. 15mm/1/2/Straight 12.7/41.8 2 : 20 mm/3l4"/Straight 915/36 15mm/1h"/Straight 16.4/53.8 3 20 mm/3/4"/Strai ht 1220/48 15mm/1/2/Straight 19.6/64.3 24.0/78.8 3 3 20 mm/3f4"/Straight 15mm/1/2"/Straight 1525/60 20 mm 3/a"Straight 15mm/Y/Straight _I 1830/72 r 20mm13k"/S/Straight I 28.5/93.4 3 • Length of i Stainless Steel Flexible Hose mm/inches Outlet Size mm/inches/type Series AH1 Hose Maximum Number of 90° Bends at 3'/76.2mm Bend Radius Equivalent Length ofr steel pipe according to EN 10255 DN 25 (33,7 x 3,25) meters/feet 790131 15mm/1h"/90°Elbow 73.6144.6 2 20 mm/3/4"/90° Elbow 915/36 15mm/1/z"/90° Elbow 16.9/55.4 3 20 mm/3/4"/90° Elbow 1220/48 1.525/6024.5/80.2 1 15mm/1/2/90° Elbows 19.9/65.1 3 20 mm/14 /90° Elbow 15mm/1h"/90° Elbow 20 mm/3/4"/90° Elbow 3 1830/72 15mmPh"/90° Elbow 7.8t91.1 3 20 mm/3l4"/90° Elbow 10.95 8507 Rev D Updated 10.'2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 15 ✓ctaulic' victaulic.com 6.0 NOTIFICATIONS • • It is the responsibility of the system designer to verify suitability of 300 -series stainless steel flexible hose for use with the intended fluid media within the piping system and external environments. • The effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on 300 -series stainless steel flexible hose must be evaluated by the material specifier to confirm system life will be acceptable for the intended service. Failure to follow these instructions could cause product failure, resulting in serious personal injury and/or property damage. 7.0 REFERENCE MATERIALS — CHARACTERISTICS Flexible Hose In -Plane Bend Characteristics One Bend Minimum bend radius Imo\ 90°° Two Bends OR Minimum bend radius Minimum bend radius Three Bends Minimum bend radius OR Minimum bend radrus Minimum bend radius Minimum bend radius NOTE • For out -of -plane (three-dimensional) bends, care must be taken to avoid imparting torque on the hose. • User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victauhc employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. • • Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to I-VICFLEX-ABI-AB2-AB10, I-VICFLEX-AB4-AB9, I-VICFLEX-AB7, or I-VICFLEX-AB8 for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 16 • ✓ctaulic' INTELLIKNIGHT FIRE ALARM CONTROL PANEL SILENT KNIGHT by Honeywell IntelliKnight® Model 5700 Single Loop Addressable Fire Alarm Control System The affordable addressable fire alarm control panel solution. IntelliKnight Model 5700 is a class leading single loop addressable fire alarm control/communicator system. 5700 provides you with the revolutionary value and performance of addressable sensing technology combined with exclusive, built-in digital communication, distributed intelligent power, that includes an easy to use interface. Powerful features such as drift compensation and maintenance alert are delivered in this powerful FACP from Silent Knight. For more information about the IntelliKnight system, or to locate your nearest source, please call 1-800-328-0103. Description The basic IntelliKnight 5700 system can be enhanced by adding modules such as 5860 remote annunciator, 5824 serial/parallel printer interface module (for printing system reports), and 5496 intelligent power module. 5700 supports SD or SK devices. 5700 also features a powerful built-in dual line fire communicator that allows for reporting of all system activity to a remote monitoring location. Features • Built-in support for up to 50 SK detectors and 50 SK modules creating a total point capacity of 100 points • Built in support for up to 50 SD devices • Up to 125 zones and 125 output groups • Uses standard wire—no shielded or twisted pair required • Built-in digital communicator • Central station reporting by point or by zone • Supports Class B (Style 4) and Class A (Style 6 or 7) configuration for SLC • Drift compensation • 13 pre-programmed output cadences (including ANSI - 3.41) and 4 programmable outputs • Notification circuits configurable as 1 Class A (Style Z) or 2 Class B (Style Y), or auxiliary power for resettable, constant, or door holder power • Built-in synchronization for AMSECO, Gentex®, Faraday, System Sensor® and Wheelock® appliances • Built-in annunciator with 80 -character LCD display • RS -485 bus provides communication to system accessories • Upload or download programming, event history, or detector status onsite or from a remote location using a PC and 5660 Silent Knight Software Suite (SKSS) • Two built-in Form C programmable relays rated at 2.5A at 27.4 VDC SC `:7 SILENT KNIGHT IntelliKnight \ir,dd sra Model 5700 • Improvements in SKSS deliver five times faster upload/downloads • Built-in RS -232 interface for programming via PC • Built-in Form C trouble relay rated at 2.5A at 27.4 VDC • Programmable date setting for Daylight Saving Time Compatibility The 5700 signal line circuit (SLC) supports multiple device types of the same protocol: • SK • SD You cannot mix SD and SK SLC devices on a FACP. P/N 350392 Rev M © 2014 Honeywell International Inc. INTELLIKNIGHT FIRE ALARM CONTROL PANEL Model 5700 Fire Alarm Control Panel SISAIrniten Alaror iR'Jtiao.l Noh Rte[ aM«n PK A<.xbwr accomd 111,2or. SXM,N- 6 No4fe Ymtr NrtLM Mml. 915.1 A. 5496 Specifications Electrical Primary AC: 120 VAC, 60 Hz, 1.5A Total Accessory Load: 2.5A @ 27.4 VDC Notification Power: 2.5A @ 27.4 VDC, power -limited Standby Current: 200 mA Alarm Current: 365 mA Notification/Aux Power Circuits: 2.5A @ 27.4 VDC per circuit, power -limited Battery Charging Capacity: 7.0-35.0 AH Battery Size: 7 AH max. allowed in FACP cabinet. Larger capacity batteries can be housed in an RBB accessory cabinet. Physical Dimensions: 12.75" W x 15.2" H x 3.4" D (32.39 W x 38.42 H x 8.57 D cm) Weight: 11.5 lbs. (5.2 kg) Color: Red Telephone Requirements: FCC Part 15 and Part 68 approved Type of Jack: RJ31X (two required) Listings NFPA 13, NFPA 15, NFPA 16, NFPA 70, & NFPA 72: Central Station; Remote Signalling; Local Protective Signalling Systems; Auxiliary Protected Premises Unit; & Water Deluge Releasing Service. Suitable for automatic, manual, waterflow, sprinkler supervisory (DACT non -coded) signalling services. Other Approvals: UL Listed; CSFM 7170-0559: 144; MEA 429-92-E Vol. XVI; OSHPD (CA) OSP-0065-10 S -BUS Accessories 5860/R Remote Fire Annunciator Features the same 80 character backlit LCD display keypad and firefighter's key switch as the 5700. The system can be fully programmed and operated from any 5860. 5860 is gray and 5860R is red. 5496 Intelligent Power Module A 6 amp notification power expander that provides four additional power -limited notification appliance circuit outputs. 5880 LED/IO Module Features 40 LED outputs, 8 normally open dry contact inputs and one piezo output. 5865-3 and 5865-4 Remote LED Annunciator Features 30 Programmable LED (15 red and 15 yellow) outputs and a piezo sounder. The 5865-4 adds a silence and reset switch to the package. 5883 Relay Board Features 10 general purpose Form C relays. Used with 5880 module. 5824 Serial/Parallel Printer Interface Module Provides one parallel and one RS -232 serial port for connecting a printer to 5808. Use to print a real-time log of system events, detector status reports, and event history. Interfaces with building control system. Miscellaneous Accessories 5660 Silent Knight Software Suite User-friendly Windows software for remote programming of 5700s using a PC. Upload and view panel account information, event history, and detector status. 5670 Silent Knight Software Suite End-user facility management software allows viewing of detector status and event history via modem or direct connection. RBB Remote Battery Box Accessory Cabinet. Use if backup batteries are too large to fit into FACP cabinet. Dimensions: 16" W x 10" H x 6" D (406 mm W x 254 mm H x 152 mm D SK -SCK Seismic Compliance Kit. SD505-DTS-K Remote test switch that provides remote key operated test function and annunciation of detector alarm with SD505-DUCTR. SP -TR Small panel trim ring. Use to flush mount the panel. 16.975" H x 14.630" W. SD and SK Devices See the data sheets listed below for a complete listing of the SD and SK devices. 53624 SD Devices data sheet 53623 SK Devices data sheet SILENT KNIGHT by Honeywell This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Silent Knight 12 Clintonville Road, Northford, CT 06472-1610 Phone: (800) 328-0103, Fax: (203) 484-7118. For Technical Support, Please call 800-446-6444. www.silentknight.com Assembled In America INTELLIKNIGHT ACCESSORY SILENT KNIGHT fl) by Honeywell SK -Beam and SK -Beam -T Single -ended Reflected Type Projected Beam Smoke Detectors The SK -Beam and SK -Beam -T are uniquely suited for protecting open areas with high ceilings where other methods of smoke detection are difficult to install and maintain. Now there's even more power and flexibility available to the IntelliKnight family of products! For more information about the IntelliKnight system, or to locate you nearest source, please call 1-800-328-0103. Description The SK -Beam and SK -Beam -T are addressable beam smoke detectors for use with Silent Knight IntelliKnight series fire alarm control panels (FACPs). The SK -Beam -T also includes an integrated sensitivity test feature. Installation of the single -ended reflective design is much easier than dual ended projected beam detectors. Alignment is quickly accomplished using an optical sight and a two -digit signal strength meter incorporated into the SK -Beam and SK -Beam -T. Listed for operation from -22°F to 131°F (-30°C to 55°C), the SK - Beam and SK -Beam -T can be used in applications to provide early warning in environments where temperature extremes exceed the capability of other types of smoke detectors. The SK -Beam and SK -Beam -T consist of transmitter/receiver unit and one reflector. When smoke enters the area between the unit and the reflector it causes a reduction in the signal. When the smoke level reaches the predetermined threshold, the detector generates an alarm signal. These beam smoke detectors have four sensitivity selections along with two Acclimate settings. When either of the two Acclimate settings are selected, the detector will automatically adjust its sensitivity using advanced software algorithms to select the optimum sensitivity for the specific environment. The SK -Beam -T is equipped with an integral sensitivity test feature that consists of a test filter attached to a servo motor inside the detector optics. Using the remote test station, System Sensor® PN RTS151, the motor is activated and moves the filter in the pathway of the light beam, which tests the detector sensitivity. This integral sensitivity test feature allows the user to quickly and easily meet the annual maintenance and maintenance and test requirements ofNFPA72. Features • 16 to 328 foot protection range • Single -ended, reflective design • Remote test station available • User friendly alignment procedure • Six user selectable sensitivity levels SK -Beam and SK -Beam -T • Optional integral NFPA 72 sensitivity test feature • Removable plug-in terminal blocks • Digital display for easy alignment • Built-in automatic gain control compensates for signal deterioration from dust build-up • Rotary address switches for fast installation • Paintable cover Installation The SK -Beam and SK -Beam -T transceiver/receiver can be mounted over a recessed junction box or surface mounted using the System Sensor surface mounting kit BEAMSMK. The reflector is surface mounted. For applications in which the reflector cannot be placed at the necessary angle, the multi - mounting kit is required System Sensor PN BEAMMMK. Compatibility The SK -Beam and SK -Beam -T are compatible with the following IntelliKnight FACP's: 5700 5808 5820XL 5820XL-EVS INTELLIKNIGHT ACCESSORY Model SK -Beam and SK -Beam -T Beam Smoke Detectors Engineering Specifications The contractor shall furnish and install where indicated on the plans, Single -ended Reflected Type Projected Beam Detector Silent Knight model SK -Beam or SK -Beam -T. The long range projected beam smoke detector is designed to provide open area protection.. The detector shall consists of a transmitter/receiver unit and a reflector. Three LEDs on the detector indicate the current status: a red LED for alarm, a yellow LED for trouble, and a blinking green LED for standby operation Specifications Operating Protection Range: 16' — 328' (5 — 100 m) Adjustment Angle: +/-10° horizontal & vertical (optics move independent of the unit) Sensitivity Levels: Level 1-25%; Level 2-30%; Level 3-40%; Level 4-50%; Level 5-30 to 50% ( Acclimate) Level 6-40 to 50%(Acclimate) Fault Condition (Trouble): 96% or more obscuration blockage in alignment mode; improper alignment; self - compensation limit reached Alignment Aid: Optical gun sight; integral signal strength indication; 2 -digit display LEDs: Normal—flashing green; Yellow—trouble; Red—alarm Test/Rest Feature: Integral sensitivity test filter (SK -Beam -T only); sensitivity filter (incremental scale on reflector); local test switch; local reset switch; remote test and reset switch (compatible with RTS151 and RTS151KEY test station) Physical Detector: 10" H x 7.5" W x 3.3" D (25.4cm x 19.1cm x 8.4cm) Reflector for 16' — 230': 7.9" H x 9.1" W (20cm x 23cm) Reflector for Beyond 230': 15.7" H x 18.1" W (40cm x 46cm) Shipping Weight: 3.9 lbs (1.77 kg) Environmental Operating Temperature: -22°F — 131°F (-30°C — 55°C) Humidity: 10% — 93% non -condensing Electrical Operating Voltage: Standby Current (Avg): Current During Testing (Avg): Alarm Current: Fault Current: Alignment Mode Current: Accessories BEAMLRK BEAMMMK BEAMSMK RTS151 RTS151KEY BEAMHK BEAMHKR 15 — 32 VDC 2 mA max 500 mA max 8.5 mA max 4.5 mA max 20 mA Long Range Accessory Kit. Required for applications in excess of 230 ft (70m). Multi -Mount Kit. Provides ceiling or wall mount capability with increased angular adjustment for either the beam or the reflector. When installed with the transmitter/receiver unit, BEAMSMK must also be used. Surface Mount Kit Remote Test Station. Used to initiate the NFPA sensitivity test function. Remote Test Station with Key Lock Heater Kit for Transmitter/Receiver Unit. See electrical requirements in the Specifications. Heater Kit for Reflector. See electrical requirements in the Specifications section. SILENT KNIGHT by Honeywell This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Silent Knight 12 Clintonville Road, Northford, CT 06472-1610 Phone: (800) 328-0103, Fax: (203)484-7118. For Technical Support, Please call 800-446-6444. www.silentknight.com MADE IN AMERICA FORM# 350123 Rev C © 2013 Honeywell International Inc. INSTALLATION AND MAINTENANCE INSTRUCTIONS SK -Beam, SK -Beam -T Single -ended Reflected Type Projected Beam Smoke Detector Honeywell ®SILENT KNIGHT 12 Clintonville Road, Northford, CT 06472-1610 Phone: 203-484-7161 Fax: 203-484-7118 www.silentknight.com SPECIFICATIONS GENERAL Range: Sensitivity: Spacing: Response Time: Trouble Conditions: Test/Reset Features: Indicators: Style 7 Operation: ENVIRONMENTAL Temperature: Humidity: Mechanical Shipping Weight: Shipping Size: Mounting: Wiring: Adjustment Angle: Paintable Trim Ring: Electrical Voltage: Standby Current: External Supply (SK -Beam -T only): Remote Output: (alarm) 16 to 230 Feet (5 to 70 m); 230 to 328 Feet (70 to 100 m) using optional accessory BEAMLRK 25% to 50% Total Obscuration in 6 levels Level 1 = 25 % Level 2 = 30% Level 3 = 40% Level 4 = 50% Level 5 = 30% to 50% (Acclimate) Level 6 = 40% to 50% (Acclimate) 30 to 60 Feet (9.1 to 18.3 m) ALARM - 20 seconds typical TROUBLE - 30 seconds typical Beam Blockage (96% or More Obscuration) Improper Initial Alignment Self -compensation limit reached (service needed) In Alignment mode Integral Sensitivity Test Filter (SK -Beam -T only, requires additional external power supply) Sensitivity Filter (Incremental scale on reflector) Local Alarm Test Switch Local Alarm Reset Switch Remote Test and Reset Switch Capability (compatible with RTS451/RTS451KEY/RTS151/RTS151KEY) ALARM - Remote Output, Local LED (red) TROUBLE - Remote Output, Local LED (yellow) Blink Pattern Indicates Trouble Diagnostics NORMAL OPERATION - Local LED (flashing green with communication) ALIGNMENT AIDS - Optical Gunsight (coarse adjustment) 00 to 99 Digital Display (fine adjustment) SENSITIVITY - Digital Display Readout in Percent Obscuration On -board isolators provide style 7 operation. (may be disabled via shunts on circuit board) -22°F to 131°F (-30°C to 55°C); NOTE: for applications below 32°F (0°C) see Special Applications section of this manual. 10% to 93% RH Noncondensing 3.9 lbs. (1.77 kg) 15" x 10.5" x 6.5" (381 mm x 267 mm x 165 mm) Wall only without optional accessories Plug-in Terminal Blocks (12 to 22 AWG) ± 10° Horizontal and Vertical May be painted using enamel or acrylic type paints 15 to 32 VDC Avg. Standby: Max. Alarm (LED on): Max. Trouble (LED on): Max. Alignment: VOLTAGE - 15 to 32 VDC CURRENT - 0.5 A Max. VOLTAGE - 15 to 32 VDC; NOTE: Output voltage same as device input voltage. CURRENT - 15 inA maximum; 6 mA minimum; NOTE: Output current is limited by 2.2 kS2 resistor. 2 mA Max. (1 communication every 5 sec., LED flashing, SLC @ 24 V) 8.5 mA Max. 4.5 mA Max. 20 mA Max. GENERAL DESCRIPTION Model SK-Beam/SK-Beam-T is a long range projected beam smoke detector designed to provide open area protection. It is to be used with UL -listed com- patible control panels only. The detector consists of a transmitter/receiver unit and a reflector. Smoke entering the area between the transmitter/receiver and reflector causes a reduction in signal. When the obscuration reaches alarm thresholds (chosen at the transmitter/receiver unit), the detector generates an alarm signal. Complete blockage of the beam causes a trouble signal. Slow changes in obscuration due to a build up of dirt or dust on the lens of the detector are compensated for by a microcontroller that continuously monitors the signal strength and periodically updates the alarm and trouble thresh- olds. When the self -compensation circuit reaches its limit, the detector gen- erates a trouble signal, indicating the need for service. Three LEDs on the detector indicate the current status: a red LED for alarm, a yellow LED for trouble, and a blinking green LED for standby operation. Note: The panel controls the status of the red and green LEDs. The local reset button is accessible by removing the outer paintable trim ring. The yellow LED will blink in specific patterns to provide a diagnostic aid when diagnosing the cause of a trouble signal. It will also blink the amount of drift compensation that has been used at the conclusion of the test. Trouble sig - 1 156-3433-004 04-12 TELGUARD Telguard Portal Telguard makes adopting cellular easy with a secure Internet portal. The straightforward web interface allows security dealers and central stations to quickly and efficiently access Telguard based services 24/7. This advanced tool has multi-level user authorization and provides total account management of UL Listed Telguard cellular alarm communicators. TG-7FS LTE -V P/N: TG7LVF01 t) COMMERCIAL FIRE PRODUCT FEATURES 1. Certified for use on Verizon's LTE network for long, sunset - free installation. F Meets UL 864 requirements for sole, primary or backup path communications. 1- Minimizes false alarms by providing dual paths for self -tests. The Telguard TG-7FS LTE -V is the ideal cellular alarm communications solution for commercial fire systems. The TG-7FS LTE -V transmits alarm signals from the fire panel over the digital cellular network to the designated monitoring station. Compliant with the 2016 Edition of NFPA 72, the TG-7FS LTE -V can serve as the sole communications path for the fire alarm system. It replaces all of the landlines currently dedicated to the master control unit. On average, cellular monitoring costs the end user significantly less than a dedicated landline. For each landline replaced with a TG-7FS LTE -V, the monthly communications bill decreases. By being able to signal failures to the central station within sixty minutes of an outage, the TG-7FS LTE -V can be installed as the sole path for commercial fire installations. For existing installations, all landlines can be swapped for a single TG-7FS LTE -V because of the new sixty minute supervision mode. The TG-7FS LTE -V can also be installed as a backup path and upgraded to sole path at a later date. Telguard Cellular Service Telguard Cellular Service provides Verizon LTE network coverage for all Telguard units. Telguard's Communication Center is UL compliant and provides seamless connectivity between the alarm panel, the Telguard family of products and the central station. Telguard Technical Support provides a single point of contact for both cellular service and telguard'product questions. Advanced Reliability • Features the ability to utilize multiple cellular technologies to increase availability and reduce false alarms. • Automatic self -tests with central station notification ensure the cellularrsystem is operating. • Available relay output for tripling the alarm control panel when a troublercondition occurs. TELGUARD Power • Transmit Power: 200mW in all bands. Power Consumption: 60mA (Standby) 250mA (Transmission). • Transformer: 12VAC, 800mA UL listed plug-in. Radio Transceiver • LTE Bands: 4 & 13. • Antenna: 9" dipole with 2dBi gain 12 ft of cable and universal mounting bracket. • FCC part 15, 27 and 68 compliant. Physical Details • TG-7FS LTE -V: 7.5" H x11.5" W x 3.5" D. • Shipping Weight: 8lbs. • Operating Environment: 0°C to +50°C; up to 95% humidity (non -condensing). Standard Features • Full data reporting. • Automatic self -test (60 min. & daily). • Power supply with battery harness. • Locking, red metal enclosure. • Two programmable supervisory trip outputs. • Supports virtually all alarm formats (Contact ID, SIA2, and others) using dial capture for universal panel compatibility. • Telephone line monitor built-in, with Standard Line Security. TG -7F5 LTE -V P/N: TG7LVF01 `G -.•FS 1 LTE Telgt.a'd Netwo,• Commur..calon ante, (111 tOandl:ne ottonal; ItO Central Station roe Telguard technology allows full data reporting for unlimited point-to-point signal details and maximum transmitting power for superior in -building penetration. Telguard products are easy to install, economical, and UL Listed. Accessories • ACD 12, ACD 35, ACD 50, ACD 100: 12/35/50/100 feet of low loss, high performance cable. • HGDL-0: High gain directional antenna. • EXDL-0: External antenna. UL Listings Commercial Fire 864 Commercial Burglary Residential • Control units & 365 • Police Station 985 • Household fire accessories for connected warning systems fire alarm systems burglar alarm 1023 • Household burglar units and systems alarm systems 1610 • Central station burglar alarm units: Line security servcies For the most current product specifications and UL Listings visit www.Telguard.com SECURITY SIGNALING LISTED NFPA INTERNATIONAL 114/ ELECTRONIC SECURITY ASSOCOCIAATION' //fix vertert NETWORK CERTIFIED Telguard, a Division of Telular Corporation • 3225 Cumberland Blvd SE • Suite 300 • Atlanta, GA 30339 • USA 800-229-2326, Option 5 • www.Telguard.com • Copyright C2017 Telular Corporation • AH Rights Reserved CERTIFICATE OF COMPLIANCE Certificate Number Report Reference Issue Date Issued to: This is to certify that representative samples of Standard(s) for Safety: Additional Information: 20120308 — S50526A S5052 — 2007 April 26 2010 March 08 TELULAR CORP 311 S WACKER DR SUITE 4300 CHICAGO, IL 60606 USA Control Unit Accessories, System, Control Units and Accessories, Household System Type, Central Station Alarm Units, Police -station -connected Alarm Units & Household Burglar Alarm System Units Fire Alarm and Security Equipment: Models, TG7G0004, TG7GA004 and TG7GFSO4. All these models are suitable for Standard Line Security. Have been investigated by UL in accordance with the Standard(s) indicated on this Certificate. ANSI/UL 864, "Control Units and Accessories for Fire Alarm Systems," ANSI/UL 985, "Household Fire -Warning System Units," ANSI/UL 1610, "Central -Station Burglar -Alarm Units," ANSI/UL 1635, "Digital Alarm Communicator System Units," ANSI/UL 365, "Police Station Connected Burglar Alarm Units and Systems," ANSI/UL 464, "Audible Signal Appliances" and ANSI/UL 1023, "Household Burglar -Alarm System Units." See the UL Online Certifications Directory at www.ul.com/database for additional information Only those products bearing the UL Listing Mark should be considered as being covered by UL's Listing and Follow -Up Service. The UL Listing Mark generally includes the following elements: the symbol UL in a circle: ®with the word "LISTED"; a control number (may be alphanumeric) assigned by UL; and the product category name (product identifier) as indicated in the appropriate UL Directory. Look for the UL Listing Mark on the product. William R. Camay, Director, North American Certification Programs UL LLC Any information and documentation involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL. For questions, please contact a local UL Customer Service Representative at www.ul.com/contactus Page 1 of 1 CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM LISTING SERVICE CAL FIRE SINCE ions LISTING No. 7300-1402:0109 Page 1 of 1 CATEGORY: 7300 -- FIRE ALARM CONTROL UNIT ACCESSORIES/MISC. DEVICES LISTEE: TELULAR CORP2727 Paces Ferry Rd., Ste. 1-800, Atlanta, GA 30339 Contact: Raj Kosaraju (678) 264-2012 Fax (678) 264-2062 Email: rkosaraju@telular.com DESIGN: Models TG7G0004, TG7GFSO4, and TG7GA004 digital cellular radio alarm transmission system for fire/burglar alarm system control units. Models TG7G0004 and TG7GA004 are household apploication and Mode TG7GFSO4 is for commercial application. Refer to listee's printed data sheet for additional detailed product description and operational considerations INSTALLATION: In accordance with listee's printed installation instructions, applicable codes and ordinances and in a manner acceptable to the authority having jurisdiction. MARKING: Listee's name, model number, electrical rating and UL label. APPROVAL: Listed as digital cellular radio alarm transmission devices to provide a primary transmission path (cellular) for connection to a listed compatible fire and burglar alarm control unit with integral digital alarm communicator transmitter (DACT). Refer to listee's Installation Instruction Manual for details. NOTE: Burglary and other non -fire functions were not examined. 12-08-11 bh This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed the test results and/or other data but does not make an independent verification of any claims. This listing is not an endorsement or recommendation of the item listed. This listing should not be used to verify correct operational requirements or installation criteria. Refer to listee's data sheet, installation instructions and/or other Date Issued: Authorized By: July 01, 2012 JASON DEWITT, Deputy State Fire Marshal Fire Engineering Division Listing Expires June 30, 2013 T Y.Y TELGUARD TG-7FS INSPECTION CHECKLIST Compliant with the 2013 Edition of NFPA 72, the TG-7FS can serve as the sole communications path for the fire alarm system, replacing all of the landlines currently dedicated to the master control unit. By being able to signal failures to the central station within sixty minutes of an outage, the TG-7FS can be installed as the sole path of communications for commercial fire installations. For existing installations, all landlines can be swapped for a single TG-7FS because of the sixty minute supervision mode. The TG-7FS can also be installed as a backup path, and upgraded to sole path at a later date. In an effort to help facilitate the inspection of the TG-7FS, we have put the following checklist together for your use. REQUIREMENTS Requirement AC transformer lines in flexible conduit. AC transformer plugged into un - switched outlet. AC transformer plugged into dedicated branch circuit. Antenna cable in flexible conduit concealed or covered by motion detector. 12V battery backup requirement (minimum of 7AH to ensure 24hrs standby + 60 minute transmit). AC and battery failure supervision. 60 -minute supervision. 03/22/2012 Rev 2.0 Commercial Fire Sole Path Required Commercial Fire ✓ Backup Required Required Required Required Required Required Required Required Required Required Required Required Not Required REQUIRED INSPECTIONS: TG-7FS LED DISPLAY Visually inspect the LED display while on Standby. Make sure the LEDs show as described below: LED D Display Commercial Fire Sole Commercial Fire Path Backup LED D1 ON ON . • LED D2 »OFF :OFF LED D3 OFF ON LED D4 OFF OFF LED D5 OFF 2 FLASHES EVERY 5 SECONDS LED D8 ON ON SYSTEM TROUBLE CONDITION OUTPUTS Inspect to make sure that the STC outputs are connected to a monitored zone in the panel. Furthermore, make sure that the TG-7FS device notices the loss of AC power, battery connection and Cellular signal. CHECKING FOR AC FAILURE SUPERVISION: 1. When you remove the connection to the AC source: a. LED 8 will turn off. b. LED 2 will begin to flash in a pattern of a single flash every two seconds. c. The relay in that set of STC outputs will trigger after a programmed time (standard is 2 hours). 2. When you reconnect the AC connection, both of these conditions will clear: a. LED 8 will turn on. b. LED 2 will turn off. c. If the relay was active, it will clear after 60 seconds. CHECKING FOR BATTERY CONNECTION SUPERVISION: 1. When you remove the battery connection: a. LED 2 will begin to flash in a pattern of two flashes every two seconds. b. The relay in that set of STC outputs will trigger in less than 60 seconds. 2. When you reconnect the battery: a. LED 2 will turn off. b. If the relay was active, it will clear in less than 60 seconds. 12/19/2012 Rev 3.0 CHECKING FOR SIGNAL LOSS SUPERVISION: 1. When you disconnect the antenna: a. LED 2 will begin to flash in a pattern of 4 flashes every two seconds. b. The relay in that set of STC outputs will trigger in 60 seconds (reprogrammable). c. If the Telguard unit does not have a Telco line connected, the Tip and Ring connections from the Telguard device will stop producing voltage. 2. When you reconnect the antenna: a. LED 2 will turn off after the unit establishes a connection to the network. b. If the relay was active, it will clear after reestablishing connection. c. The voltage produced by the Tip and Ring will return. SIGNAL DELIVERY VERIFICATION Inspect to make sure that the TG-7FS will deliver an alarm event from the Alarm Panel to the Monitoring Station within the required 90 seconds. 1. Make sure that the TG-7FS is the only means of communication for the Alarm Panel. 2. Trigger the Alarm Panel so that it attempts to transmit an event to the monitoring Station. 3. Look at LED 3. a. LED 3 will be either lit or off when it is in idle mode. It will only flash when the tip and ring connections are off -hook 4. When LED 3 begins to flash, start the timer. a. Contact the Monitoring Station and wait for the alarm event to arrive. b. The event code should arrive to the Monitoring Station within 90 seconds. SOLE PATH SUPERVISION Inspect to make sure that the system will deliver a Supervised Communication failure message to the Monitoring Station within 60 minutes of a confirmed loss of communication. 1. Power down the unit completely. a. Remove both AC and Battery connections from the unit. b. Make sure that no LEDs are lit. c. Start the timer. 2. Contact the Monitoring Station and wait for the failure message to arrive. a. During the registration process of the device, a failure and a restoral code was submitted. Depending on the alarm format used, this code may vary. b. Look for the Central Station to be contacted by our Messaging Center within 60 minutes of the unit being powered down to deliver this code. 12/19/2012 Rev 3.0 Note: Due to the 60 minute timeframe that the unit has to wait to report the failure, on-site testing of this feature will be time-consuming and may not be feasible during an inspection. SUGGESTED INSPECTIONS: The following are suggested inspections to maximize the efficiency of the device. TG-7FS SIGNAL STRENGTH 1. Press the RSSI Toggle button, and take note of the LEDs. 2. Below are the minimum requirements for each type of installation. These represent the minimum manufacturer recommended signal strength for proper operation. If more LEDs are on, the unit will have a better signal strength. LED Commercial Fire Sole Path Commercial Fire Backup LED Di IGNORE IGNORE ✓ LED D2 OFF OFF LED D3 ON FLASHING/ON LED D4 ON ON LED D5 ON ON 12/19/2012 Rev 3.0 • • • • • TELULAR" •• January 1, 2013 RE: TG-7FS Sole Path Cellular Alarm Communicator To whom it may concern: In November 2009, the National Fire Protection Association (NFPA) released the newest addition to the NFPA 72, National Fire Alarm and Signaling Code, 2010 Edition. This addition contained numerous code updates, but one in particular affected Telular's Telguard product line. The new code defined a set of general communication guidelines which, if adhered to, would allow new communications technologies to act as the sole path for fire control panel communications. Cellular was one such technology. Now at the beginning of 2013, the NFPA has approved their 2013 edition of the code. With a further, favorable revision of the sole -path clauses, this edition allows a less aggressive supervision rate for cellular installations. The updated code outlines in its main body and appendix the requirements products must meet to operate as a sole path (i.e., no redundant path) of communications. Essentially, two requirements are introduced: 1. The communications path must be supervised once every sixty minutes and annunciated at the supervising station within five minutes of any failure, and 2. The battery backup must provide 24 hours of standby current plus five minutes of signaling current while operating at the sixty minute supervision interval. In December 2010, Telular launched the TG-7FS Sole Path Cellular Alarm Communicator. Prior to its release, it was subjected to stringent tests by UL following the UL 864 Rev. 9 test suite. This revision was developed to test the newest NFPA 72 code and specifically verifies the strict 2010 edition requirements (five minute supervision). With the updated code, Telular has recertified the TG-7FS against the new 2013 edition and its sixty minute supervision requirement. Please refer to the attached documents for more details on the features of the TG-7FS, certification letters from testing authorities, and a reference guide to the NFPA code sections that allow the Telular Telguard TG-7FS to be a sole path for fire control panels. Sincerely, T1 44AX11 VV Shawn Welsh Vice President Telular Corporation Telular Corporation 3225 Cumberland Blvd • Suite 300 • Atlanta, GA 30339 MAIN: (678) 945-7770 • FAX: (678) 945-7758 • www.Telular.com CELLULAR GUIDE TO THE NFPA 72 2013 EDITION NFPA 72 2013 Edition contains language in key sections that allow cellular based products to be used as the sole path of communications for fire control panels. It specifically defined a section for performance-based techno/gies. The specific requirements for performance-based technologies are detailed in a table in the code's Annex. UL 864 Rev. 9 has been written to specifically test products to the NFPA 72 2013 Edition code. The Telguard TG-7FS is UL 864 Rev. 9 listed and found fully compliant with NFPA standards. TELGUARD TG-7FS NETWORK DIAGRAM Code Section Section Summary 26.6.3 26.6.1 Table A.26.6.1 This section defines communication methods that differ from DACT, Two -Way Radio and One -Way Private Radio. Equipment that meets the performance requirements of this section are permitted as suitable communications methods. This section covers all communications methods between the premises and the supervising station. It directs the reader to Table A.26.6.1. This table defines that annunciations on the degradation and restoral of a communications path must occur within sixty (60) minutes. Telguard's Compliant Component It also defines the fact that equipment conforming to 26.6.3 must only provide a redundant path if the communications failure cannot be annunciated within sixty (60) minutes. ((t >8 (((j))) TG-7FS Cellular Telguard Network Communication Center ((t i I)) (€v)) TG-7FS II Cellular Telguard Network Communication Center TG-7FS 1 Cellular Telguard Network Communication Center Telguard 3225 CUMBERLAND BLVD SE • STE 300 ATLANTA GA 30339 800-229-232 Hydraulic Calculations Project Name: FLOOR AND DECOR Location: 17601 SOUTHCENTER PKWY, TUKWILLA, WA 98188, Drawing Name: MFPD FLOOR AND DECOR FIRE.cad Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: for 1 - ZONE 3 SHEET FP 2.10 Storage - Loading Dock/Overhead SEE SHEET FP 1.0 0.330gpm/ft2 2000.00ft2 (Actual 2031.44ft2) 100.00ft2 Upright 23 In -rack Demand: N/A gpm at Node: N/A Hose Streams: 500.00 gpm at Node: 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: Type of System: WET Volume of Dry or PreAction System: Name of Contractor: Address: Phone Number: Name of designer: Allowance at Source 1324.11 gpm @ 88.079 psi N/A RED HAWK FIRE PROTECTION LLC. 1002 N. MERIDIAN, SUITE 100, BOX 227, 253-840-9900 Richard Moye Authority Having Jurisdiction: TUKWILLA FIRE Notes: Calculation Date: 12/21/2017 kA M.E.P.CAD, Inc. JAutoSPRINK 2018 v13.1.73.0 1 - ZONE 3 12/21/2017 3:10:52PM Page 1 'oul `CIVO'd'3'W 0'£L' L'£ l A 9L0Z NN RidSo;nv Wd£9:OL:£ LIOZ/LZ/ZL 0 N 0 Pressure - psi o tin UD 0 cn 0 w N 11111111 III 111111111 111111111 111111111 111111111 111111111 111111111 111111111 Static Pressure 14 Availablf 1 1 System demand curve war 11 88.0 -• 1324.11 / 21950.00 @ 84.000 Icwance at Source / Water Supply Summary Sheet Node: 1 E 3NOZ - I :JegwnN easy LIOZ/LZIZL :e eCI 2J003C7 CINV IOOld :aweN qof Ott L'£ IA 810Z JiNRidSo;ny I41d£9:01:£ LIOZ/lZ/Zl O O O CO O 0 N O W 0 O O O O N 0 a Pressure - psi O (vr4 co 0 N N O W (ll N O 1111114.1.61,`11111 111111111 111111111 111111111 111111111 1 u 1 11 111 111111111 1111111111111111111 Static Pressure 146.000 ILAvailable Supply 1324.11 131.914 1 System demand curve 824.11 © 76.E [— 1324.11 950.00 @ 84.000 1,14 Ill BOR@716 Summary Sheet £ 3NOZ - 4 :JegwnN eery Ll OZ/lZ/Zl :e;ea 2J 0030 ONV Id0Olj :eweN qor Job Number: 40107 - Report Description: Storage - Loading Dock/Overhead (1 -ZONE 3) Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Density (gpmpft2) Coverage (Foot) Sprinkler 801 35.50 - 33.00 11.2 10.048 0.355gpm/ft2 100.00ft2 Sprinkler 802 35.65 33.00 11.2 10.131 0.356gpm/ft2 100.00ft2 Sprinkler 803 36.42 33.00 11.2 10.577 0.364gpm/ft2 100.00ft2 Sprinkler 804 36.46 33.00 11.2 10.595 0.365gpm/ft2 100.00ft' Sprinkler 839 33.00 33.00 11.2 8.682 0.330gpm/ft2 100.00ft' Sprinkler 840 33.15 33.00 11.2 8.761 0.332gpm/ft2 100.00ft2 Sprinkler 841 33.91 33.00 11.2 9.166 0.339gpm/ft2 100.00ft2 Sprinkler 842 35.64 33.00 11.2 10.127 0.356gpm/ft2 100.00ft2 Sprinkler 843 35.79 33.00 11.2 10.210 0.358gpm/ft2 100.00ft2 Sprinkler 844 36.56 33.00 _ 11.2 10.658 0.366gpm/ft2 100.00ft2 Sprinkler 845 36.59 33.00 11.2 10.675 0.366gpm/ft2 100.00ft2 b Sprinkler 880 33.00 33.00 11.2 8.681 0.330gpm/ft2 100.00ft2 Sprinkler 881 33.15 33.00 11.2 8.760 0.331gpm/ft2 100.00ft2 Sprinkler 882 33.92 33.00 11.2 9.174 0.339gpm/ft2 100.00ft2 Sprinkler 883 37.02 33.00 11.2 10.926 0.370gpm/ft2 100.00ft2 Sprinkler 884 37.19 33.00 11.2 11.026 0.372gpm/ft2 100.00ft' Sprinkler 885 37.83 33.00 11.2 11.411 0.378gpm/ft2 100.00ft' Sprinkler 886 37.85 33.00 11.2 11.422 0.379gpm/ft2 100.00ft2 Sprinkler 919 33.53 33.00 11.2 8.961 0.335gpm/ft2 100.00ft2 Sprinkler 920 33.68 33.00 11.2 9.042 0.337gpm/ft2 100.00ft2 Sprinkler 921 34.46 33.00 11.2 9.468 0.345gpm/ft2 - 100.00ft2 Sprinkler 1882 41.81 33.00 11.2 13.934 0.418gpm/ft2 100.00ft2 Sprinkler 1883 41.99 33.00 11.2 14.058 0.420gpm/ft2 100.00ft2 4> Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 12/21/2017 3:10:54PM Page 4 Job Name: FLOOR AND DECOR Remote Area Number: 1 - ZONE 3 Date: 12/21/2017 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) 1 Water Supply 146.000 84.000 2950.00 131.914 1324.11 88.079 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -4-0 Supply 88.079 824.11 801 35-4 Sprinkler 10.048 35.50 Density: 0.355gpm/ft2 Coverage: 100.00ft2 802 35-4 Sprinkler 10.131 35.65 Density: 0.356gpm/ft2 Coverage: 100.00ft2 803 35-4 Sprinkler 10.577 36.42 Density: 0.364gpm/ft2 Coverage: 100.00ft2 804 35-4 Sprinkler 10.595 36.46 Density: 0.365gpm/ft2 Coverage: 100.00ft2 839 30-2 Sprinkler 8.682 33.00 Density: 0.330gpm/ft2 Coverage: 100.00ft2 840 30-2 Sprinkler 8.761 33.15 Density: 0.332gpm/ft2 Coverage: 100.00ft2 841 30-2 Sprinkler 9.166 33.91 Density: 0.339gpm/ft2 Coverage: 100.00ft2 842 35-4 Sprinkler 10.127 35.64 Density: 0.356gpm/ft2 Coverage: 100.00ft2 843 35-4 Sprinkler 10.210 35.79 Density: 0.358gpm/ft2 Coverage: 100.00ft2 844 35-4 Sprinkler 10.658 36.56 Density: 0.366gpm/ft2 Coverage: 100.00ft2 845 35-4 Sprinkler 10.675 36.59 Density: 0.366gpm/ft2 Coverage: 100.00ft2 880 30-4 Sprinkler 8.681 33.00 Density: 0.330gpm/ft2 Coverage: 100.00ft2 881 30-4 Sprinkler 8.760 33.15 Density: 0.331 gpm/ft2 Coverage: 100.00ft2 882 30-4 Sprinkler 9.174 33.92 Density: 0.339gpm/ft2 Coverage: 100.00ft2 883 35-4 Sprinkler 10.926 37.02 Density: 0.370gpm/ft2 Coverage: 100.00ft2 884 35-4 Sprinkler 11.026 37.19 Density: 0.372gpm/ft2 Coverage: 100.00ft2 885 35-4 Sprinkler 11.411 37.83 Density: 0.378gpm/ft2 Coverage: 100.00ft2 886 35-4 Sprinkler 11.422 37.85 Density: 0.379gpm/ft2 Coverage: 100.00ft2 © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73. 12/21/2017 3:10:56PM Page 5 Job Name: FLOOR AND DECOR Remote Area Number: 1 - ZONE 3 Date: 12/21/2017 Node Number Elevation (Foot) Node Type Pressure at Node (Psi) Discharge at Node (gpm) Notes 919 30-6 Sprinkler 8.961 33.53 Density:0.335gpm/ft2 Coverage: 100.00ft2 920 30-6 Sprinkler 9.042 33.68 Density: 0.337gpm/ft2 Coverage: 100.00ft2 921 30-6 Sprinkler 9.468 34.46 Density:0.345gpm/ft2 Coverage: 100.00ft2 1882 35-4 Sprinkler 13.934 41.81 Density: 0.418gpm/ft2 Coverage: 100.00ft2 1883 35-4 Sprinkler 14.058 41.99 Density: 0.420gpm/ft2 Coverage: 100.00ft2 4 1-0 78.240 15 33-9 12.002 16 35-4 10.632 17 33-9 17.146 26 30-2 9.278 32 33-9 12.096 33 35-4 10.715 34 33-9 17.179 42 30-4 9.289 - 45 30-4'/2 9.841 48 33-9 12.300 52 33-9 13.010 53 35-4 11.512 i 88 33-9 17.290 92 30-6 9.587 100 33-9 15.615 139 33-9 17.506 141 33-9 18.687 © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73. 12/21/2017 3:10:56PM Page 6 Job Name: FLOOR AND DECOR Remote Area Number: 1 - ZONE 3 Date: 12/21/2017 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (Wm) Notes 179 33-9 17.804 181 33-9 21.917 219 33-9 18.051 223 33-9 25.509 237 35-4 14.667 261 33-9 18.200 265 33-9 29.644 301 33-9 18.251 375 33-9 38.766 716 4-0 Gauge 76.881 1225 4-0 76.114 (.,© M.E.P.CAD, Inc. 111AutoSPRINK 2018 v13.1.73. 12/21/2017 3:10:56PM Page 7 Job Name: FLOOR AND DECOR Remote Area Number: 1 - ZONE 3 Date: 12/21/2017 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) ID Nominal Fittings & Devices Equiv. Length (Foot)Friction(Pf) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as an.g=Eivo val.% FittingPf (Foot) Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) 880 30-4 11.2 33.00 2(See Notes) 8-101/2 120 8.681 Route 1 Sprinkler 0.008860 881 30-4 33.00 2.2030 8-10'/2 0.079 881 30-4 11.2 33.15 2 (See Notes) 6-6 120 8.760 Sprinkler, P0(10-0) 10-0 0.032073 42 30-4 66.15 2.2030 16-6 ; 0.529 42 30-4 100.06 + 33.92 3 (See Notes) 2-21/2 120 9.289 Flow (q) from Route 2 and 5 fT(15-0) 15-0 0.033056 -0.017 45 30-4'/2 200.13 3.3340 17-2'/2 0.569 45 30-4'/2 101.67 3 (See Notes) 26-6 120 9.841 Flow (q) from Route 3 2fE(7-0), P0(15-0) 29-0 0.070679 -1.464 48 33-9 301.80 3.3340 55-6 3 923 48 33-9 184.77 3 4-2 120 12.300 Flow (q) from Route 7 0.171011 52 33-9 486.57 3.3340 4-2 0.709 52 33-9 100.92 3 10-9 120 13.010 Flow (q) from Route 13 0.242355 100 33-9 587.48 3.3340 10-9 2.605 100 33-954.75 3 10-9 120 15.615 Flow (q) from Route 16 0.285787 ' 141 33-9 642.23 3.3340 10-9 3.072 141 33-9 17.59 3 10-9 120 18.687 Flow (q) from Route 18 0.300438 181 33-9 659.83 3.3340 10-9 3.230 181 33-939.08 3 10-9 120 21.917 Flow (q) from Route 19 0.334179 i 223 33-9 698.90 3.3340 10-9 3.5921 223 33-9 55.13 3 10-9 120 25.509 - Flow (q) from Route 10 0.384577 265 33-9 754.03 3.3340 10-9 4.134 265 33-9 70.08 3 (See Notes) 5-11/2 120 29.644 Flow (q) from Route 20 P0(15-0) 15-0 0.453302 375 33-9 824.11 3.3340 20-11/2 9.123 f, © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 1 - ZONE 3 12/21/2017 3:10:57PM Page 8 Job Name: FLOOR AND DECOR Remote Area Number: 1 - ZONE 3 Date: 12/21/2017 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 179 33-9 17.804 181 33-9 21.917 219 33-9 18.051 223 33-9 25.509 237 35-4 14.667 261 33-9 18.200 265 33-9 29.644 301 33-9 18.251 375 33-9 38.766 716 4-0 Gauge 76.881 1225 4-0 76.114 ©M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73. 12/21/2017 3:10:56PM Page 7 Job Name: FLOOR AND DECOR Remote Area Number: 1 - ZONE 3 Date: 12/21/2017 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P1) and shown as a vege.% wal.•e Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 , Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 375 33-9 4 (See Notes) 116-5 120 38.766 3fE(10-0), f(-0.000), sCV(9-11) , BV(12-0), PO(20-0) 71-11 0.129815 12.897 1225 4-0 824.11 4.3100 188-4 24.450 1225 4-0 6 (See Notes) 1-6 120 76.114 BOR@716, P0(37-81/2) 37-8% 0.019561 716 4-0 824.11 6.3570 39 2'/2 0.767 716 4-0 6 3-0 120 76.881 0.019561 1.301 4 1-0 824.11 6.3570 3-0 0.059 4 1-0 10 (See Notes) 255-111/2 140 78.240 4E(35-1), EE(17-6'/2), BFP(-7. 000), GV(7-11%), S, T(79-8%) 245-6% 0.001338 2.168 1 -4-0 824.11 10.4000 501-6 7 671 500.00 88.079 Hose Allowance At Source Total(Pt) Route 1 1 1324.11 839 30-2 11.2 33.00 2 (See Notes) 8-101/2 120 8.682 Route 2 Sprinkler 0.008861 840 30-2 33.00 2.2030 8-101/2 0.079 840 30-2 11.2 33.15 2 (See Notes) 6-1 120 8.761 Sprinkler, P0(10-0) 10-0 0.032076 26 30-2 i 66.15 2.2030 16-1 0.517 26 30-2 33.91 3 8-9V2 120 9.278 Flow (q) from Route 4 0.009169 -0.069 42 30-4 100.06 3.3340 8-9% 0.080 9.289 Total(Pt) Route 2 919 30-6 11.2 33.53 2 (See Notes) 8-101/2 120 8.961 Route 3 Sprinkler 0.009123 920 30-6 33.53 2.2030 8-10',4 0.081 920 30-6 33.68 2 (See Notes) 6-6 120 9.042 Sprinkler, P0(10-0) 10-0 0.033026 92 30-6 67.20 2.2030 16-6 0.545 ©M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 1 - ZONE 3 12/21/2017 3:10:57PM Page 9 Job Name: FLOOR AND DECOR Remote Area Number: 1 - ZONE 3 Date: 12/21/2017 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step KO Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a reJacs a value Fitting (Foot) Pf Friction Loss Per Unit (Psi) Elev(Pe) Node 2 Elev 2 (Foot) __ Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 92 30-6 34.46 3 (See Notes) 6-6%z 120 9.587 Flow (q) from Route 6 fT(15-0) 15-0 0.009442 0.051 45 30-4'/z 1 101.67 3.3340 21-6'/2 0.203 9.841 Total(Pt) Route 3 841 30-2 11.2 33.91 2 (See Notes) 2-0 120 9.166 Route 4 Sprinkler, P0(10-0) 10-0 0.009316 26 30-2 - 33.91 2.2030 12-0 0.112 9.278 Total(Pt) Route 4 882 30-4 11.2 33.92 2 (See Notes) 2-41/2 120 9.174 Route 5 Sprinkler, PO(10-0) 10-0 . 0009324 42 30-4 ,- 33.92 2.2030 12-41/2 0.115 9.289 Total(Pt) Route 5 921 30-6 11.2 34.46 2 (See Notes) 2-41/2 120 9.468 Route 6 Sprinkler, PO(10-0) 10-0 0.009600 92 30-6 34.46 2.2030 12-41/2 0.119 9.587 Total(Pt) Route 6 801 35-4 11.2 35.50 2 (See Notes) 8-11/2 120 10.048 Route 7 Sprinkler 0.010143 802 35-4 35.50 2.2030 8-11/2 0.082 802 35-4 11.2 35.65 2 (See Notes) 3-7% 120 10.131 Sprinkler, fT(10-0) 10-0 0.036704 16 35-4 ft ,.: 71.15 2.2030 13-71/2 0.501 16 35-4 20.84 2 (See Notes) 1-7 120 10.632 Flow (q) from Route 9 PO(10-0) 10-0 0.059035 0.686 15 33-9 ;: 91.99 2.2030 11-7 0.684 15 33-9 3 12-0 120 12.002 0.007848 32 33-9 91.99 3.3340 12-0 0.094 32 33-9 92.78 3 7-2 120 12.096 Flow (q) from Route 8 0.028515 48 33-9 fr 184.77 3.3340 7-2 0.204 12.300 Total(Pt) Route 7 L© M.E.P.CAD, Inc. tal� AutoSPRINK 2018 v13.1.73.0 1 - ZONE 3 12/21/2017 3:10:57PM Page 10 Job Name: FLOOR AND DECOR Remote Area Number: 1 - ZONE 3 Date: 12/21/2017 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (4)Length) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) Fitting (Foot) C Factor Pf Friction Loss Per Unit (psi) Total(Pt) Elev(Pe) Notes Fitting/Device (Equivalent Fixed PressureLosses, when applicable, are added directly to (Pf) and shown as a vgahs o "a'u' Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 375 33-9 4 (See Notes) 116-5 120 38.766 3fE(10-0), f(-0.000), sCV(9-11) , BV(12-0), PO(20-0) 71-11 0.129815 12.897 1225 4-0 824.11 4.3100 188-4 24.450 1225 4-0 6 (See Notes) 1-6 120 76.114 BOR@716, P0(37-8%) 37-8'% 0.019561 716 4-0 824.11 6.3570 39-2% 0.767 716 4-0 6 3-0 120 76.881 0.019561 1.301 4 1-0 824.11 6.3570 3-0 0.059 4 1-0 10 (See Notes) 255-11% 140 78.240 4E(35-1), EE(17-6%), BFP(-7. 000), GV(7-111A), S, T(79-8%) 245-6% 0.001338 2.168 1 -4-0 824.11 10.4000 501-6 7 671 500.00 88.079 Hose Allowance At Source Total(Pt) Route 1 1 111 1324.11 839 30-2 11.2 33.00 2 (See Notes) 8-10'/2 120 8.682 Route 2 Sprinkler 0.008861 840 30-2 III 33.00 2.2030 8-10% 0.079 840 30-2 11.2 33.15 2 (See Notes) 6-1 120 8.761 Sprinkler, P0(10-0) 10-0 0.032076 26 30-2 66.15 2.2030 161 0.517 26 30-2 33.91 3 8-9'% 120 9.278 Flow (q) from Route 4 0.009169 -0.069 42 30-4 • 100.06 3.3340 8-91/2 0.080 9.289 Total(Pt) Route 2 919 30-6 11.2 33.53 2 (See Notes) 8-10% 120 8.961 Route 3Sprinkler 0.009123 920 30-6 33.53 2.2030 8-10% 0.081 920 30-6 11.2 33.68 2 (See Notes) 6-6 120 9.042 Sprinkler, P0(10-0) 10-0 0.033026 92 30-6 67.20 2.2030 16-6 0.545 M.E.P.CAD, Inc. �� AutoSPRINK 2018 v13.1.73.0 1 - ZONE 3 12/21/2017 3:10:57PM Page 9 Job Name: FLOOR AND DECOR Remote Area Number: 1 - ZONE 3 Date: 12/21/2017 Pipe Information Node 1 Elev 1 (Foot) Flow added K -Factor this gs)tep Nominal ID Fittings & Devices Equiv. h Length (Foot)Friction(Pf) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as FittingPf (Foot) Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) 842 35-4 11.2 35.64 2 (See Notes) 8-11/2 120 10.127 Route 8 Sprinkler 0.010217 843 35-4 35.64 2.2030 8-1'/2 0.083 843 35-4 11.2 35.79 2 (See Notes) 3_7% 120 10.210 Sprinkler, fT(10-0) 10-0 0.036971 33 35-4 ; 71.43 2.2030 13-7'% 0.504 33 35-4 21.34 2 (See Notes) 1-7 120 10.715 Flow (q) from Route 11 P0(10-0) 10-0 0.059969 0.686 32 33-9 92.78 2.2030 11-7 0.695 12.096 Total(Pt) Route 8 803 35-4 11.2 36.42 2 (See Notes) 4-6 120 10.577 Route 9 Sprinkler, fT(10-0) 10-0 0.003786 16 35-4 20.84 2.2030 14-6 0.055 10.632 Total(Pt) Route 9 803 35-4 11.2 36.42 2 (See Notes) 8-1'% 120 10.577 Route 10 Sprinkler 0.002211 804 35-4 15.58 2.2030 8-1% 0.018 804 35-4 11.2 36.46 2 (See Notes) 265-0'/2 120 10.595 Sprinkler, fT(10-0), PO(10-0) 20-0 0.020577 0.686 17 33-9 52.04 2.2030 285-0'% 5.865 17 33-9 3 12-0 120 17.146 0.002735 34 33-9 52.04 3.3340 12-0 0.033 34 33-9 51.81 3 11 4 120 17.179 Flow (q) from Route 12 0.009821 - 88 33-9 103.85 3.3340 11-4 0.111 88 33-9 48.98 3 10-9 120 17.290 Flow (q) from Route 15 0.020072 139 33-9 152.83 3.3340 10-9 0.216 139 33-9 29.05 3 10-9 120 17.506 Flow (q) from Route 17 0.027696 179 33-9 181.88 3.3340 10-9 0.298 1,0 M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 1 - ZONE 3 12/21/2017 3:10:57PM Page 11 Job Name: FLOORAND DECOR Remote Area Number: 1 - ZONE 3 Date: 12/21/2017 Pipe Information Node 1 e�v� (Foot) Flow this step h) Nominal ID Fittings Devices(Foot)pnunn�owov<suuxm/ont Devices � Equiv. Length (Foot) Length upa«m' Total(Pt)Notes pmeup�u u�Losses, wmenuvn nvamv.umadded u/�m/vm<pqand shown ao FittingLength) (Foot) �p'pmm~~~'"'~^n Unit (n»/) E/ m«pm wvuou s/e,c (Foot) ' --xrwoafi^evatuv Total Flow (o) Actual ID Total'' (Foot) Friction(Pf) 261 33-9 55.18 3 10-9 120 18.200 Route 20 Flow (q)from Route 1O 0.004744 301 33'8 70.08 3.3340 10-9 0.051 301 33-9u (See� Notes) 279-3 120 18251 P0(10-0) o�(10'O).PO(1�O) 40_0 0.035688 -0.000 265 33-97O�OO - 22O3O 319-3 11.383 29.644 Total(Pt) Route 20 m.E.P.Cxo Inc. xumepmwwuomv1o.1.7x.0 1'ZONE o 12m1u017 3:10:57pM Page 14 Job Name: FLOOR AND DECOR Remote Area Number: 1 - ZONE 3 Actual Inside Diameter 4.87 Schedule 40 Steel Pipe Inside Diameter = Factor Date: 12/21/2017 Value Of C Multiplying Factor 100 130 140 0.713 1.16 1.33 150 1.51 ALV Ba1V C CV E Ee2 FDC flg g Ho Hyd Noz PIV PRV sCV St U Z Alarm Valve Ball Valve Cross Flow Turn 90° Check Valve 90° Elbow 22Y2° Elbow Fire Department Connection Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV BFP cplg DeIV EE fE FN GIoV Hose LtE P1 PO red SFx T WirF Angle Valve Backflow Preventer Coupling Deluge Valve 45° Elbow Flow Device 90° FireLock(TM) Elbow Floating Node Globe Valve Hose Long Turn Elbow Pump In Pipe Outlet Reducer/Adapter Seismic Flex Tee Flow Turn 90° Wirsbo b BV Cr DPV Eel fd fEE fT GV HV mecT P2 PrV S Spr Tr WMV Bushing Butterfly Valve Cross Run Dry Pipe Valve 111/4° Elbow Flex Drop 45° FireLock(TM) Elbow FireLock(TM) Tee Gate Valve Hose Valve Mechanical Tee Pump Out Pressure Relief Valve Supply Sprinkler Tee Run Water Meter Valve L© M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 1 - ZONE 3 12/21/2017 3:10:57PM Page 15 Hydraulic Calculations for Project Name: FLOOR AND DECOR Location: 17601 SOUTHCENTER PKWY, TUKWILLA, WA 98188, Drawing Name: MFPD FLOOR AND DECOR FIRE.cad Design Remote Area Number: 2 - OVERHEAD ZONE 3 Remote Area Location: SHEET FP 2.11 Occupancy Classification: Storage - OVERHEAD SYSTEM Commodity Classification: SEE SHEET FP 1.0 Density: 0.330gpm/ft2 Area of Application: 2000.00ft2 (Actual 2040.67ft2) Coverage per Sprinkler: 97.50ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 21 In -rack Demand: N/A gpm at Node: N/A Hose Streams: 500.00 gpm at Node: 1 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1233.78 gpm @ 89.347 psi Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: RED HAWK FIRE PROTECTION LLC. Address: 1002 N. MERIDIAN, SUITE 100, BOX 227, Phone Number: 253-840-9900 Name of designer: Richard Moye Authority Having Jurisdiction: TUKWILLA FIRE Notes: Calculation Date: 12/21/2017 /© M.E.P.CAD, Inc. OilAutoSPRINK 2018 v13.1.73.0 2 -OVERHEAD. 12/21/2017 3:12:02PM Page 1 'oul '01:1d3'd'3i OO `5til 0'£L' 4'£ 4A 91.0Z >1NIddSo;ny IJd£O:Z4:£ LLOZ/LZZ4 O N 0 a Pressure - psi o c�i1 o 8 °ol 11111111 111111111 111111111 1111111LL 111111111 111111111 11111111/ 111111111 111111111 111111111 System demand curve 1 1 733.78 -' 89.347 assure 14 Available 1233.78 / _ N - _ - _ _ — CO N 0 O O QD :P O co O Water Supply Summary Sheet Node: 1 £ 3NOZ OV3HH3AO - Z :JagwnN easy a;owaj :e}ea 21003a aNv 2Ioo1d :aweN qo0 0'EL VELA 8602 >lNlbdSotnV WdEOZ6 E LLOZ/6Z/Z6 O O O O O O O 0 1J O W 0 O O 0 O 0 O O) O O O U1 W 0 Pressure - psi co O 0 UI N O N 0 IIIIIIIII 111111111 111111111 111111111 111111111 111111111 111111111 111111111 IIIIIIIII 111111111 System demand curve assure 14 Available 1233.78 31 N with Hose Allowance at Source BOR@716 Summary Sheet Remote Area Number: 2 - OVERHEAD ZONE 3 L60Z/LZ/Z6 :aTea 2i003d aNV JOO1 :eweN qor a. Z EA V I Job Number: 40107 Report Description: Storage - OVERHEAD SYSTEM (2 - OVERHEAD Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Density (gpmpft2) CoverZ *.1E 3, (Foot) Sprinkler 1322 33.89 33.00 11.2 9.155 0.339gpm/ft2 100.00ft2 Sprinkler 1323 33.24 33.00 11.2 8.811 0.332gpm/ft2 100.00ft2 Sprinkler 1324 33.02 33.00 11.2 8.690 0.330gpm/ft2 100.00ft2 E Sprinkler 1325 33.00 33.00 11.2 8.681 0.330gpm/ft2 100.00ft2 Sprinkler 1326 33.07 33.00 11.2 8.717 0.331gpm/ft2 100.00ft2 Sprinkler 1327 33.42 33.00 11.2 8.905 0.334gpm/ft2 100.00ft2 Sprinkler 1328 34.26 33.00 11.2 9.355 0.343gpm/ft2 100.00ft2 Sprinkler 1356 34.03 33.00 11.2 9.231 0.340gpm/ft2 100.00ft2 Sprinkler 1357 33.39 33.00 11.2 8.887 0.334gpm/ft2 100.00ft2 Sprinkler 1358 33.16 33.00 11.2 8.767 0.332gpm/ft2 100.00ft2 Sprinkler 1359 33.15 33.00 11.2 8.758 0.331gpm/ft2 100.00ft2 Sprinkler 1360 33.21 33.00 11.2 8.794 0.332gpm/ft2 100.00ft2 Sprinkler 1361 33.57 33.00 11.2 8.986 0.336gpm/ft2 100.00ft2 Sprinkler 1362 34.42 33.00 11.2 9.443 0.344gpm/ft2 100.00ft2 Sprinkler 1389 36.66 33.00 11.2 10.717 0.367gpm/ft2 100.00ft2 Sprinkler 1390 36.08 33.00 11.2 10.380 0.361gpm/ft2 100.00ft2 Sprinkler 1391 35.92 33.00 11.2 10.288 0.359gpm/ft2 100.00ft2 Sprinkler 1392 35.92 33.00 11.2 10.288 0.359gpm/ft2 100.00ft2 Sprinkler 1393 36.09 33.00 11.2 10.385 0.361gpm/ft2 100.00ft' Sprinkler 1394 36.69 33.00 11.2 10.730 0.367gpm/ft2 100.00ft2 Sprinkler 1426 47.58 33.00 11.2 18.046 0.476gpm/ft2 100.00ft2 b Most Demanding Sprinkler Data �y © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 12/21/2017 3:12:04PM Page 4 Job Name: FLOOR AND DECOR Remote Area Number: 2 - OVERHEAD ZONE 3 Date: 12/21/2017 Supply Analysis Node Name Static (psi) Residual Flow (psi) e° (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 146.000 84.000 2950.00 133.640 1233.78 89.347 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 716 4-0 Gauge 78.291 1225 4-0 77.672 1 -4-0 Supply 89.347 733.78 1322 35-4 Sprinkler 9.155 33.89 Density: 0.339gpm/ft2 Coverage: 100.00ft2 1323 35-4 Sprinkler 8.811 33.24 Density: 0.332gpm/ft2 Coverage: 100.00ft2 1324 35-4 Sprinkler 8.690 33.02 Density: 0.330gpm/ft2 Coverage: 100.00ft2 1325 35-4 Sprinkler 8.681 33.00 Density: 0.330gpm/ft2 Coverage: 100.00ft2 1326 35-4 Sprinkler 8.717 33.07 Density:0.331gpm/ft2 Coverage: 100.00ft2 1327 35-4 Sprinkler 8.905 33.42 Density: 0.334gpm/ft2 Coverage: 100.00ft2 1328 35-4 Sprinkler 9.355 34.26 Density: 0.343gpm/ft2 Coverage: 100.00ft2 1356 35-4 Sprinkler 9.231 34.03 Density: 0.340gpm/ft2 Coverage: 100.00ft2 1357 35-4 Sprinkler 8.887 33.39 Density: 0.334gpm/ft2 Coverage: 100.00ft2 1358 35-4 Sprinkler 8.767 33.16 Density: 0.332gpm/ft2 Coverage: 100.00ft2 1359 35-4 Sprinkler 8.758 33.15 Density: 0.331gpm/ft2 Coverage: 100.00ft2 1360 35-4 Sprinkler 8.794 33.21 Density: 0.332gpm/ft2 Coverage: 100.00ft2 1361 35-4 Sprinkler 8.986 33.57 Density: 0.336gpm/ft2 Coverage: 100.00ft2 1362 35-4 Sprinkler 9.443 34.42 Density: 0.344gpm/ft2 Coverage: 100.00ft2 1389 35-4 Sprinkler 10.717 36.66 Density: 0.367gpm/ft2 Coverage: 100.00ft2 1390 35-4 Sprinkler 10.380 36.08 Density: 0.361gpm/ft2 Coverage: 100.00ft2 �Ny© M.E.P.CAD, Inc. MAutoSPRINK 2018 v13.1.73. 12/21/2017 3:12:06PM Page 5 Job Name: FLOOR AND DECOR Remote Area Number: 2 - OVERHEAD ZONE 3 Date: 12/21/2017 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1391 35-4 Sprinkler 10.288 35.92 Density: 0.359gpm/ft2 Coverage: 100.00ft2 1392 35-4 Sprinkler 10.288 35.92 Density: 0.359gpm/ft2 Coverage: 100.00ft2 1393 35-4 Sprinkler 10.385 36.09 Density: 0.361gpm/ft2 Coverage: 100.00ft2 1394 35-4 Sprinkler 10.730 36.69 Density:0.367gpm/ft2 Coverage: 100.00ft2 1426 35-4 Sprinkler 18.046 47.58 Density: 0.476gpm/ft2 Coverage: 100.00ft2 4 1-0 79.639 15 33-9 27.556 17 33-9 15.870 32 33-9 27.688 34 33-9 16.031 52 33-9 28.140 88 33-9 16.584 100 33-9 29.036 139 33-9 17.617 141 33-9 30.393 179 33-9 18.468 181 33-9 32.220 219 33-9 19.000 223 33-9 34.611 261 33-9 19.271 265 33-9 37.691 301 33-9 19.353 375 33-9 45.050 (�k © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73. 12/21/2017 3:12:06PM Page 6 Job Name: FLOOR AND DECOR Remote Area Number: 2 - OVERHEAD ZONE 3 Date: 12/21/2017 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this stepNominal (q) ID Fittings & Devices Equiv. LengthTotal (Foot) Length Foot (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as o 'e 'tivo v21-9 FittingPf (Foot) Friction Loss Per Unit si (P ) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID (Foot) Friction(Pf) 1325 35-4 11.2 33.00 2 (See Notes) 8-1% 120 8.681 Route 1 Sprinkler 0.001081 1324 35-4 10.58 2.2030 �_z 8-11/2 0.009 1324 35-4 11.2 33.02 2 (See Notes) 8-11/2 120 8.690 Sprinkler 0.014833 1323 35-4 g N x } 43.60 2.2030 8-11/2 0.121 1323 35-4 11.2 33.24 2 (See Notes) 8-11/2 120 8.811 Sprinkler 0.042321 1322 35-4 76.84 2.2030 8-11/2 0.344 1322 35-4 11.2 33.89 2 (See Notes) 192-111/2 120 9.155 Sprinkler, fT(10-0), PO(10-0) 20-0 0.083192 0.686 15 33-9 ; 110.73 2.2030 212-11% 17.715 15 33-9 3 12-0 120 27.556 0.011059 32 33-9 110.73 3.3340 12-0 0.133 32 33-9 110.92 3 11-3'/2 120 27.688 Flow (q) from Route 4 0.039931 52 33-9 221.65 3.3340 11-3% 0.452 52 33-9 108.17 3 10-9 120 28.140 Flow (q) from Route 6 0.083299 100 33-9', 329.83 3.3340 10-9 0.895 100 33-9 83.22 3 10-9 120 29.036 Flow (q) from Route 7 0.126301 141 33-9 413.05 3.3340 10-9 1.358 141 33-9 71.83 3 10-9 120 30.393 Flow (q) from Route 9 0.169916 181 33-9 4,, 484.88 3.3340 10-9 1.827 181 33-9 75.95 3 10-9 120 32.220 Flow (q) from Route 10 0.222406 223 33-9 g? 560.83 3.3340 10-9 2.391 223 33-9 82.31 3 10-9 120 34.611 Flow (q) from Route 2 0.286529 265 33-9 643.13 3.3340 • . 10-9 3.080 LM © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 2 - OVERHEAD ZONE 3 12/21/2017 3:12:07PM Page 7 Job Name: FLOOR AND DECOR Remote Area Number: 2 - OVERHEAD ZONE 3 Date: 12/21/2017 Pipe Information Node 1(Foot) Elev 1 Flow added K -Factor this gstep Nominal ID Fittings & Devices Equiv. Length (Foot) ) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as a wpthue vai••e Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 I'' j Total Flow i (CO Actual ID Total (Foot) Friction(Pf) 265 33-9 90.64 3 (See Notes) 5-11/2 120 37.691 Flow (q) from Route 11 P0(15-0) 15 0 0.365684 375 33-9 733.78 3.3340 20-1'/2 7.359 375 33-9 4 (See Notes) 116-5 120 45.050 3fE(10-0), f(-0.000), sCV(9-11) , BV(12-0), PO(20-0) 71-11 0.104723 12.897 1225 4-0 r 733.78 4.3100 188-4 19.724 1225 4-0 6 (See Notes) 1-6 120 77.672 BOR@716, P0(37-8%) 37-8'/2 0.015780 716 4-0 ' 733.78 6.3570 39-2'% 0.619 716 4-0 6 3-0 120 78.291 0.015780 1.301 4 1-0 733.78 6.3570 3-0 0.047 4 1-0 10 (See Notes) 255-11% 140 79.639 4E(35-1), EE(17-6'/2), BFP(-7. 000), GV(7-11'h), S, T(79-8%) 245-6% 0.001079 2.168 1 -4-0 733.78 10.4000 501-6 7.541 500.00 89.347 Hose Allowance At Source Total(Pt) Route 1 1 1233.78 1325 35-4 11.2 33.00 2 (See Notes) 8-1'% 120 8.681 Route 2 Sprinkler 0.004332 1326 35-4 22.42 2.2030 8-1% 0.035 1326 35-4 33.07 2 (See Notes) 8-1% 120 8.717 Sprinkler 0.023167 1327 35-4 55.48 2.2030 8-11/2 0.188 1327 35-4 33.42 2 (See Notes) 81'/2 120 8.905 Sprinkler 0.055423 1328 35-4 i 88.91 2.2030 8-1'/2 0.450 1328 35-4 34.26 2 (See Notes) 37-6% 120 9.355 Sprinkler, fT(10-0), PO(10-0) 20-0 0.101287 0.686 17 33-9 123.16 2.2030 57-6'/2 5.828 17 33-9 3 12-0 120 15.870 0.013465 34 33-9 123.16 3.3340 12-0 0.162 © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 2 - OVERHEAD ZONE 3 12/21/2017 3:12:07PM Page 8 Job Name: FLOOR AND DECOR Remote Area Number: 2 - OVERHEAD ZONE 3 Date: 12/21/2017 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step Nominal ID Fittings & Devices Length (Foot)Total(Pt) C Factor Notes Fitting/Device (Equivalent (q) Fitting Length) Elev 2 k Total Flow Equiv. (Foot) Pf Friction Loss Per Unit Elev(Pe) Fixed Pressure Losses, Node 2 (Foot)„ ` * - (Q) ActualID Length(psi) (Foot) Total (Foot) Friction(Pf) when applicable, are added directly to (Pf) and shown as 34 33-9 124.00 3 11-4 120 16.031 aregat1"e "a',ia Flow (q) from Route 3 88 33-9 - te, 247.17 3.3340 11-4 0.048847 0.553 88 33-9 109.21 3 10-9 120 16.584 Flow (q) from Route 5 139 33-9 356.37 3.3340 10-9 0.096124 1.033 139 33-9 3 10-9 120 17.617 179 33-9 320.73 3.3340 10-9 0.079100 0.850 179 33-9 3 10-9 120 18.468 219 33-9 248.90 3.3340 10-9 0.049483 0.532 219 33-9 3 10-9 120 19.000 261 33-9 172.95 3.3340 10-9 0.025233 0.271 261 33-9 2 (See 279-3 120 19.271 Notes) PO(10-0) ^e: 40-0 -0.000 223 33-9 82.31 2.2030 319-3 0.048053 15.340 2fT(10-0), P0(10-0) 34.611 Total(Pt) Route 2 1359 35-4 11.2 33.15 2 (See 8-1% 120 8.758 Route 3 Notes) Sprinkler 1360 35-4 : k A 22.80 2.2030 8-1/2 0.004470 0.036 1360 35-4 11.2 33.21 2 (See 8-11/2 120 8.794 Notes) Sprinkler 1361 35-4 56.01 2.2030 8-11/2 0.023579 0.192 1361 35-4 11.2 33.57 2 (See 8-11/2 120 8.986 Notes) Sprinkler 1362 35-4� 89.59 2.2030 8-11/2 0.056213 0.457 1362 35-4 11.2 34.42 2 (See 37-61/2 120 9.443 Notes) Sprinkler, 20-0 0.686 34 33-9 Vit.= ..... _ 124.00 2.2030 57-6% 0.102573 5.902 fT(10-0), P0(10-0) 16.031 Total(Pt) Route 3 LN © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 2 - OVERHEAD ZONE 3 12/21/2017 3:12:07PM Page 9 Job Name: FLOOR AND DECOR Remote Area Number: 2 - OVERHEAD ZONE 3 Date: 12/21/2017 Pipe Information Node 1 Elev 1 (Foot) Flow added K -Factor this step tq) Nominal ID Fittings & Devices Equiv. Length o) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a .,00.11.,0 value FittingPf (Foot) Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 s Total Flow (Q) Actual ID (Foot) Total Friction(Pf) 1359 35-4 11.2 33.15 2 (See Notes) 8-11/2 120 8.758 Route 4 Sprinkler 0.001036 1358 35-4 ! ; (, 3 10.35 2.2030 811/2 0.008 1358 35-4 11.2 33.16 2 (See Notes) 8-11/2 120 8.767 Sprinkler 0.014774 1357 35-4 43.51 2.2030 8.11/2 0.120 1357 35-4 33.39 2 (See Notes) 811/2 120 8.887 Sprinkler 0.042372 1356 35-4 ` 76.89 2.2030 8-1% 0.344 1356 35-4 11.2 34.03 2 (See Notes) 192-11'/2 120 9.231 Sprinkler, fT(10-0), P0(10-0) 20-0 0.083457 0.686 32 33-9 110.92 2.2030 212-11% 17.771 27.688 Total(Pt) Route 4 1391 35-4 11.2 35.92 2 (See Notes) 9-1 120 10.288 Route 5 Sprinkler 0.000004 1392 35-4 0.50 2.2030 9-1 0.000 1392 35-4 11.2 35.92 2 (See Notes) 9-1 120 10.288 Sprinkler 0.010636 1393 35-4 36.43 2.2030 9-1 0.097 1393 35-4 11.2 36.09 2 (See Notes) 9-1 120 10.385 Sprinkler 0.038019 1394 35-4 72.52 2.2030 9-1 0.345 1394 35-4 11.2 36.69 2 (See Notes) 43-9 120 10.730 Sprinkler, fT(10-0), P0(10-0) 20-0 0.081083 0.686 88 33-9 109.21 2.2030 63-9 5.167 16.584 Total(Pt) Route 5 1391 35-4 11.2 35.92 2 (See Notes) 9-1 120 10.288 Route 6 Sprinkler 0.010101 1390 35-4 35.42 2.2030 9-1 0.092 1390 35-4 11.2 36.08 2 (See Notes) 9-1 120 10.380 Sprinkler 0.037045 1389 35-4 71.51 2.2030 9-1 0.336 © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 2 - OVERHEAD ZONE 3 12/21/2017 3:12:07PM Page 10 Job Name: FLOOR AND DECOR Remote Area Number: 2 - OVERHEAD ZONE 3 Date: 12/21/2017 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot)Friction(Pf) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a ne r*is a va'uo Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) 1389 35-4 11.2 36.66 2 (See Notes) 190-1 120 10.717 Sprinkler, fT(10-0), P0(10-0) 20-0 0.079669 0.686 52 33-9 108.17 2.2030 210-1 16.737 28.140 Total(Pt) Route 6 1426 35-4 11.2 35.64 2 (See Notes) 190-1 120 18.046 Route 7 Sprinkler„ Flow (q) from Route 8 fT(10-0), P0(10-0) 20-0 0.049043 0.686 100 33-9 83.22 2.2030 210-1 10.303 29.036 Total(Pt) Route 7 139 33-9 2 (See Notes) 89-2 120 17.617 Route 8 PO(10-0) fT(10-0) 20-0 0.010216 -0.686 1426 35-4 35.64 2.2030 109-2 1.115 18.046 Total(Pt) Route 8 179 33-9 2 (See Notes) 279-3 120 18.468 Route 9 PO(10-0) 2fT(10-0), P0(10-0) 40-0 0.037358 -0.000 141 33-9 71.83 2.2030 319-3 11.926 30.393 Total(Pt) Route 9 219 33-9 2 (See Notes) 279-3 120 19.000 Route 10 PO(10-0) 2fT(10-0), P0(10-0) 40-0 0.041413 -0.000 181 33-9 �.` 75.95 2.2030 319-3 13.220 32.220 Total(Pt) Route 10 261 33-9 82.31 3 10-9 120 19.271 Route 11 Flow (q) from Route 2 0.007636 301 33-9 __ 90.64 3.3340 10-9 0.082 301 33-9 2 (See Notes) 279-3 120 19.353 PO(10-0) 2fT(10-0), P0(10-0) 40-0 0.057445 -0.000 265 33-9 90.64 2.2030 319-3 18.338 37.691 Total(Pt) Route 11 © M.E.P.CAD, Inc. 9 AutoSPRINK 2018 v13.1.73.0 2 - OVERHEAD ZONE 3 12/21/2017 3:12:07PM Page 11 Job Name: FLOOR AND DECOR Remote Area Number: 2 - OVERHEAD ZONE 3 Date: 12/21/2017 ,e Mu tip„eP Eq i a en !P pee Lengths,01 al es ar% FittingsIG-120 0 ly) Actual Inside Diameter 4.87 = Factor Schedule 40 Steel Pipe Inside Diameter Value Of C Multiplying Factor 100 130 140 0.713 1.16 1.33 150 1.51 ALV BaIV C CV E Ee2 FDC flg g Ho Hyd Noz PIV PRV sCV St U z Alarm Valve Ball Valve Cross Flow Turn 90° Check Valve 90° Elbow 22'/2 Elbow Fire Department Connection Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV BFP cplg DeIV EE fE FN GIoV Hose LtE P1 PO red SFx T WirF Angle Valve Backflow Preventer Coupling Deluge Valve 45° Elbow Flow Device 90° FireLock(TM) Elbow Floating Node Globe Valve Hose Long Turn Elbow Pump In Pipe Outlet Reducer/Adapter Seismic Flex Tee Flow Turn 90° Wirsbo b BV Cr DPV Eel fd fEE fT GV HV mecT P2 PrV S Spr Tr WMV Bushing Butterfly Valve Cross Run Dry Pipe Valve 11W Elbow Flex Drop 45° FireLock(TM) Elbow FireLock(TM) Tee Gate Valve Hose Valve Mechanical Tee Pump Out Pressure Relief Valve Supply Sprinkler Tee Run Water Meter Valve © M.E.P.CAD, Inc.AutoSPRINK 2018 v13.1.73.0 2 - OVERHEAD ZONE 3 12/21/2017 3:12:07PM Page 12 Hydraulic Calculations Project Name: FLOOR AND DECOR Location: 17601 SOUTHCENTER PKWY, TUKWILLA, WA 98188, Drawing Name: MFPD FLOOR AND DECOR FIRE.cad Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: In -rack Demand: N/A gpm at Node: Hose Streams: 500.00 gpm at Node: Total Water Required for 3 - OVERHEAD ZONE 2 SHEET FP2.11 STORAGE - OVERHEAD SYSTEM SEE SHEET FP1.0 0.330gpm/ft2 2000.00ft2 (Actual 2177.32ft2) 97.65ft2 Upright 22 N/A 1 Type: Allowance at Source (including Hose Streams where applicable): From Water Supply at Node 1: Type of System: WET Volume of Dry or PreAction System: Name of Contractor: Address: Phone Number: Name of designer: 1257.00 gpm N/A @ 72.307 psi RED HAWK FIRE PROTECTION LLC. 1002 N. MERIDIAN, SUITE 100, BOX 227, 253-840-9900 Richard Moye Authority Having Jurisdiction: TUKWILLA FIRE Notes: Calculation Date: 12/21/2017 k© M.E.P.CAD, Inc. MAutoSPRINK 2018 v13.1.73.0 3 -OVERHEAD, 12/21/2017 3:12:29PM Page 1 0'£L' 6'£ 6A 810Z >iNI IdSo;ny Wd6E ZL E LI.OZ/I•Z/ZI• N O Pressure - psi O N co O 0 (Ji N O O 11111111 1111 111111111'111111111 111111111`111111111 111111111 111111111 111111111 111111111 Static Pressure 146.000 IlLAvailable Supply 1257.00 @ 133.206— System demand 2950.00 @ 84.000 07 616. with Hose Allowance at Source / / , Water Supply Summary Sheet Node: 1 Z 3NOZ CIV3H2I2AO - E :JagwnN eaay eloweH 0 N 21003a aNv 210013 :aweN qor 0'£L' VE 6A 81.0Z )1NRIdSo1nt1 WdlEZ6£ L40Z/I•Z/Z6 a) 0 0 0 0, 0 0 0 0 w O O T9 - 3 o O O 01 O O O O O Pressure - psi D 01 0 An 0 u Z.0 )5 DO 2950.00 @ 84.000 1 System demand curve 16 with Hose Allowance at Sourc F- BOR@716 Summary Sheet e— m o 3 u o z Fri m CD z c 3 0- 0 0 N 0 z m N m r 0 0 2J D z 0 0 m 0 0 Job Number: 40107 Report Description: STORAGE - OVERHEAD SYSTEM (3 - OVERHEAD Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Density (gpmpft2) CoveinNIE 2 ' (Foot) Sprinkler 1515 33.17 33.00 11.2 8.770 0.332gpm/ft2 100.00ft2 Sprinkler 1516 33.00 33.00 11.2 8.682 0.330gpm/ft2 100.00ft2 c' Sprinkler 1517 33.00 33.00 11.2 8.681 0.330gpm/ft2 100.00ft2 Sprinkler 1518 33.14 33.00 11.2 8.754 0.331gpm/ft2 100.00ft2 Sprinkler 1519 33.66 33.00 11.2 9.032 0.337gpm/ft2 100.00ft2 Sprinkler 1520 34.77 33.00 11.2 9.635 0.348gpm/ft2 100.00ft2 Sprinkler 1553 33.30 33.00 11.2 8.842 0.333gpm/ft2 100.00ft2 Sprinkler 1554 33.14 33.00 11.2 8.754 0.331gpm/ft2 100.00ft2 Sprinkler 1555 33.14 33.00 11.2 8.754 0.331gpm/ft2 100.00ft2 Sprinkler 1556 33.28 33.00 11.2 8.829 0.333gpm/ft2 100.00ft2 Sprinkler 1557 33.81 33.00 11.2 9.111 0.338gpm/ft2 100.00ft2 Sprinkler 1558 34.92 33.00 11.2 9.723 0.349gpm/ft2 100.00ft2 Sprinkler 1589 33.79 33.00 11.2 9.103 0.338gpm/ft2 100.00ft2 Sprinkler 1590 33.63 33.00 11.2 9.018 0.336gpm/ft2 100.O0ft2 Sprinkler 1591 33.63 33.00 11.2 9.018 0.336gpm/ft2 100.00ft2 Sprinkler 1592 33.78 33.00 11.2 9.099 0.338gpm/ft2 100.00ft2 Sprinkler 1593 34.33 33.00 11.2 9.398 0.343gpm/ft2 100.00ft2 Sprinkler 1594 35.49 33.00 11.2 10.040 0.355gpm/ft2 100.00ft2 Sprinkler 1625 48.05 33.00 11.2 18.403 0.480gpm/ft2 100.00ft2 Sprinkler 2127 33.74 33.00 11.2 9.076 0.337gpm/ft2 100.00ft2 Sprinkler 2160 33.87 33.00 11.2 9.148 0.339gpm/ft2 100.00ft2 Sprinkler 2191 34.35 33.00 11.2 9.408 0.344gpm/ft2 100.00ft2 c Most Demanding Sprinkler Data ©M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 12/21/2017 3:12:32PM Page 4 Job Name: FLOOR AND DECOR Remote Area Number: 3 - OVERHEAD ZONE 2 Date: 12/21/2017 Supply Analysis Node Name Static (psi) Residual Flow (psi) @@ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) 1 Water Supply 146.000 84.000 2950.00 133.206 1257.00 72.307 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 718 33-9 34.591 723 33-9 33.833 762 33-9 21.888 766 33-9 33.647 771 33-9 22.074 775 33-9 33.596 819 33-9 22.125 1 -4-0 Supply 72.307 757.00 1515 35-4 Sprinkler 8.770 33.17 Density: 0.332gpm/ft2 Coverage: 100.00ft2 1516 35-4 Sprinkler 8.682 33.00 Density: 0.330gpm/ft2 Coverage: 100.00ft2 1517 35-4 Sprinkler 8.681 33.00 Density: 0.330gpm/ft2 Coverage: 100.00ft2 1518 35-4 Sprinkler 8.754 33.14 Density: 0.331gpm/ft2 Coverage: 100.00ft2 1519 35-4 Sprinkler 9.032 33.66 Density: 0.337gpm/ft2 Coverage: 100.00ft2 1520 35-4 Sprinkler 9.635 34.77 Density: 0.348gpm/ft2 Coverage: 100.00ft2 1553 35-4 Sprinkler 8.842 33.30 Density: 0.333gpm/ft2 Coverage:100.00ft2 1554 35-4 Sprinkler 8.754 33.14 Density: 0.331gpm/ft2 Coverage: 100.00ft2 1555 35-4 Sprinkler 8.754 33.14 Density: 0.331gpm/ft2 Coverage:100.00ft2 1556 35-4 Sprinkler 8.829 33.28 Density: 0.333gpm/ft2 Coverage: 100.00ft2 1557 35-4 Sprinkler 9.111 33.81 Density: 0.338gpm/ft2 Coverage: 100.00ft2 /rt,© M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73. 12/21/2017 3:12:34PM Paqe 5 Job Name: FLOOR AND DECOR Remote Area Number: 3 - OVERHEAD ZONE 2 Date: 12/21/2017 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1558 35-4 Sprinkler 9.723 34.92 Density: 0.349gpm/ft2 Coverage: 100.00ft2 1589 35-4 Sprinkler 9.103 33.79 Density: 0.338gpm/ft2 Coverage: 100.00ft2 1590 35-4 Sprinkler 9.018 33.63 Density:0.336gpm/ftZ Coverage: 100.00ft2 1591 35-4 Sprinkler 9.018 33.63 Density: 0.336gpm/ft2 Coverage: 100.00ft2 1592 35-4 Sprinkler 9.099 33.78 Density: 0.338gpm/ft2 Coverage: 100.00ft2 1593 35-4 Sprinkler 9.398 34.33 Density: 0.343gpm/ft2 Coverage: 100.00ft2 1594 35-4 Sprinkler 10.040 35.49 Density: 0.355gpm/ft2 Coverage: 100.00ft2 1625 35-4 Sprinkler 18.403 48.05 Density:0.480gpm/ftZ Coverage: 100.00ft2 2127 35-4 Sprinkler 9.076 33.74 Density: 0.337gpm/ft2 Coverage: 100.00ft2 2160 35-4 Sprinkler 9.148 33.87 Density: 0.339gpm/ft2 Coverage: 100.00ft2 2191 35-4 Sprinkler 9.408 34.35 Density:0.344gpm/ft2 Coverage: 100.00ft2 4 1-0 62.566 396 33-9 24.680 436 33-9 16.687 447 33-9 24.781 488 33-9 16.852 495 33-9 25.146 534 33-9 17.455 542 33-9 25.923 585 33-9 18.755 592 33-9 27.043 628 33-9 19.946 632 33-9 28.489 [y© M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73. 12/21/2017 3:12:34PM Page 6 Job Name: FLOOR AND DECOR Remote Area Number: 3 - OVERHEAD ZONE 2 Date: 12/21/2017 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 670 33-9 20.848 675 33-9 30.316 713 33-9 21.489 716 4-0 Gauge 61.216 717 33-9 42.736 L© M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73. 12/21/2017 3:12:34PM Page 7 Job Name: FLOOR AND DECOR Remote Area Number: 3 - OVERHEAD ZONE 2 Date: 12/21/2017 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this stepFittings (q) Nominal ID & Devices Equiv. Length (Foot) ( Length (Foot) Foot C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as areg't's%val'.o Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1517 35-4 11.2 33.00 2 (See Notes) 9-1 120 8.681 Route 1 Sprinkler 0.000038 1516 35-4 }' 1.74 2.2030 9-1 0.000 1516 35-4 11.2 33.00 2 (See Notes) 9-1 120 8.682 Sprinkler 0.009741 1515 35-4 34.74 2.2030 9-1 0.088 1515 35-4 11.2 33.17 2 (See Notes) 9-1 120 8.770 Sprinkler 0.033666 2127 35 4 i 67.90 2.2030 9-1 0.306 2127 35-4 11.2 33.74 2 (See Notes) 190-1 120 9.076 Sprinkler, fT(10-0), P0(10-0) 20-0 0.071006 0.686 396 33-9 Xa 101.65 2.2030 210-1 14.917 396 33-9 3 10-81/2 120 24.680 0.009439 447 33-9 101.65 3.3340 10-8% 0.101 447 33-9 101.75 3 10-81/2 120 24.781 Flow (q) from Route 3 0.034062 495 33-9 203.40 3.3340 10-81/2 0.365 495 33-9 102.14 3 10-9 120 25.146 Flow (q) from Route 5 0.072310 542 33-9 305.54 3.3340 10-9 0.777 542 33-9 66.66 3 10-9 120 25.923 Flow (q) from Route 7 0.104171 592 33-9 372.20 3.3340 10-9 1.120 592 33-9 54.26 3 10-9'/z 120 27.043 Flow (q) from Route 9 0.133996 632 33-9 426.46 3.3340 10-91/2 1.446 632 33-9 56.47 3 10-10 120 28.489 Flow (q) from Route 2 0.168657 675 33-9 482.93 3.3340 10-10 1.827 675 33-9 61.05 3 (See Notes) 5-4 120 30.316 Flow (q) from Route 10 fT(15-0) 15-0 0.210209 718 33-9 543.99 3.3340 20-4 4.274 M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 3 - OVERHEAD ZONE 2 12/21/2017 3:12:35PM Page 8 Job Name: FLOOR AND DECOR Remote Area Number: 3 - OVERHEAD ZONE 2 Date: 12/21/2017 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this gstep ) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a nogg+•s o value Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 718 33-9 213.01 3 (See Notes) 14-01/2 120 34.591 Flow (q) from Route 11 fE(7-0) 7-0 0.387380 717 33-9 , 757.00 3.3340 21-0'% 8.145 717 33-9 4 (See Notes) 28 5 120 42.736 f(-0.000), sCV(9-11), BV(12-0), BOR@716 21-11 0.110937 12.897 716 4-0_ a Y; _ 757.00 4.3100 50 4 5.582 716 4-0 6 3-0 120 61.216 0.016716 1.301 4 1-0 757.00 6.3570 3-0 0.050 4 1-0 10 (See Notes) 255-11% 140 62.566 4E(35-1), EE(17-6%2), BFP(-7. 000), GV(7-111/2), S, T(79-8%) 245-61/2 0.001143 2.168 1 -4-0 wmi =F x` 757.00 10.4000 501-6 7 573 500.00 72.307 Hose Allowance At Source Total(Pt) Route 1 1 y- 1257.00 1517 35-4 11.2 33.00 2 (See Notes) 9-1 120 8.681 Route 2 Sprinkler 0.008017 1518 35-4 31.26 2.2030 9-1 0.073 1518 35-4 11.2 33.14 2 (See Notes) 9-1 120 8.754 Sprinkler 0.030524 1519 35-4 64.40 2.2030 9-1 0.277 1519 35-4 11.2 33.66 2 (See Notes) 9-1 120 9.032 Sprinkler 0.066442 1520 35-4 98.06 2.2030 9-1 0.604 1520 35-4 11.2 34.77 2 (See Notes) 34-8 120 9.635 Sprinkler, fT 10-0 , P0(10-0) ( ) 20-0 0.116479 0.686 436 33-9 132.83 2.2030 54 8 6.365 436 33-9 3 10-81/2 120 16.687 0.015484 488 33-9p ,; 132.83 3.3340 10-8/2 1 0.166 488 33-9 133.71 3 10-8% 120 16.852 Flow (q) from Route 4 0.056163 534 33-9 • 266.53 3.3340 10-8% 0.603 © M.E.P.CAD, Inc.AutoSPRINK 2018 v13.1.73.0 3 - OVERHEAD ZONE 2 12/21/2017 3:12:35PM Page 9 Job Name: FLOOR AND DECOR Remote Area Number: 3 - OVERHEAD ZONE 2 Date: 12/21/2017 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this stepNominal (q) ID Fittings & Devices Equiv. Length (Foot) Length Foot ( ) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added PP directly to (P0 and shown as a -new:..) "a'ue (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) a Y d , 3 ......... .: Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 534 33-9 136.87 3 10-9 120 17.455 Flow (q) from Route 6 0.120903 585 33-9 403.41 3.3340 10-9 1.300 585 33-9 3 10-9 120 18.755 0.110789 628 33-9 . , n 384.80 3.3340 10-9 1.191 628 33-9 3 10-91/2 120 19.946 0.083631 670 33-9 330.54 3.3340 10-9% ' 0.903 670 33-9 2 (See Notes) 279-3 120 20.848 PO(10-0) 2fT 10-0 , P0(10-0) ( ) 40-0 0.023936 -0.000 632 33-9 r� 56.47 2.2030 319 3 7.641 28.489 Total(Pt) Route 2 1555 35-4 11.2 33.14 2 (See Notes) 9-1 120 8.754 Route 3 Sprinkler 0.000027 1554 35-4 ': 1.44 2.2030 9-1 0.000 1554 35-4 11.2 33.14 2 (See Notes) 9-1 120 8.754 Sprinkler 0.009659 1553 35-4 1 34.58 2.2030 9-1 0.088 1553 35-4 11.2 33.30 2 (See Notes) 9-1 120 8.842 Sprinkler 0.033643 2160 35-4 r° ,r 67.88 2.2030 9-1 0.306 2160 35-4 11.2 33.87 2 (See Notes) 190-1 120 9.148 Sprinkler, fT(10-0), P0(10-0) 20-0 0.071146 0.686 447 33-9 `` 101.75 2.2030 210-1 14.947 • 24.781 Total(Pt) Route 3 1555 35-4 11.2 33.14 2 (See Notes) 9-1 120 8.754 Route 4 Sprinkler 0.008225 1556 35-4 ? 31.70 2.2030 9-1 0.075 1556 35-4 11.2 33.28 2 (See Notes) 9-1 120 8.829 Sprinkler 0.031031 1557 35-4 , 64.98 2.2030 9-1 0.282 © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 3 - OVERHEAD ZONE 2 12/21/2017 3:12:35PM Page 10 Job Name: FLOOR AND DECOR Remote Area Number: 3 - OVERHEAD ZONE 2 Date: 12/21/2017 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this ste P (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot ) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a nartwa .,ai..a Fitting (Foot) Pf Friction Loss Per Unit (Psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1557 35-4 11.2 33.81 2 (See Notes) 9-1 120 9.111 Sprinkler 0.067352 1558 35-4 98.79 2.2030 9-1 0.612 1558 35-4 11.2 34.92 2 (See Notes) 34-8 120 9.723 Sprinkler, fT 10-0 , P0(10-0 ( )) 20-0 0.117913 0.686 488 33-9 �n E r 133.71 2.2030 54-8 6.443 16.852 Total(Pt) Route 4 1591 35-4 11.2 33.63 2 (See Notes) 9-1 120 9.018 Route 5 Sprinkler 0.000002 1590 35-4 �" ^r,;s 0.37 2.2030 9-1 0.000 1590 35-4 11.2 33.63 2 (See Notes) 9-1 120 9.018 Sprinkler 0.009363 1589 35-4 "t F . x ," ; t; 34.00 2.2030 9-1 0.085 1589 35-4 11.2 33.79 2 (See Notes) 9-1 120 9.103 Sprinkler 0.033561 2191 35-4" • 67.79 2.2030 9-1 0.305 2191 35-4 11.2 34.35 2 (See Notes) 190-1 120 9.408 Sprinkler, fT(10-0), P0(10-0) 20-0 0.071649 0.686 495 33-9 ?wfry,, 102.14 2.2030 2101 15.052 25.146 Total(Pt) Route 5 1591 35-4 11.2 33.63 2 (See Notes) 9-1 120 9.018 Route 6 Sprinkler 0.008993 1592 35-4 33.27 2.2030 0.082 9-1 1592 35-4 11.2 33.78 2 (See Notes) 9-1 120 9.099 Sprinkler 0.032887 1593 35-4 ' tr 67.05 2.2030 9-1 0.299 1593 35-4 11.2 34.33 2 (See Notes) 9-1 120 9.398 Sprinkler 0.070670 1594 35-4 101.39 2.2030 9-1 0.642 1594 35-4 11.2 35.49 2 (See Notes) 34-8 120 10.040 Sprinkler, fT(10-0), P0(10-0) 20-0 0.123131 0.686 534 33-9;r` 136.87 2.2030 54-8 6.729 17.455 Total(Pt) Route 6 I, ©M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 3 - OVERHEAD ZONE 2 12/21/2017 3:12:35PM Page 11 Job Name: FLOOR AND DECOR Remote Area Number: 3 - OVERHEAD ZONE 2 Date: 12/21/2017 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this stepNominal (q) ID Fittings & Devices Equiv. LengthoTotal (Foot) Length Foot (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, licable, are added when applicable, (Pf) and shown as directly .„o3311.,o.,,i..o Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) r Total Flow (Q) Actual ID (Foot) Friction(Pf) 1625 35-4 11.2 18.61 2 (See Notes) 190-1 120 18.403 Route 7 Sprinkler„ Flow (q) from Route 8 fT(10-0), P0(10-0) 20-0 0.032529 0.686 542 33-9 _, 66.66 2.2030 210-1 6.834 25.923 Total(Pt) Route 7 585 33-9 2 (See Notes) 89-2 120 18.755 Route 8 PO(10-0) fT(10-0) 20-0 0.003070 -0.686 1625 35-4 18.61 2.2030 109-2 0.335 18.403 Total(Pt) Route 8 628 33-9 2 (See Notes) 279-3 120 19.946 Route 9 PO(10-0) 2fT(10-0), P0(10-0) 40-0 0.022234 -0.000 592 33-9 54.26 2.2030 319-3 7.098 27.043 Total(Pt) Route 9 713 33-9 274.06 2 (See Notes) 279-3 120 21.489 Route 10 PO(10-0), Flow (q) from Route 14 2fT(10-0), P0(10-0) 40-0 0.027653 -0.000 675 33-9 61.05 2.2030 319-3 8 828 30.316 Total(Pt) Route 10 713 33-9 274.06 3 10-9 120 21.489 Route 11 Flow (q) from Route 14 0.037098 762 33-9 !, F 213.01 3.3340 10-9 0.399 762 33-9 3 10-9 120 21.888 0.017318 771 33-9 141.11 3.3340 10-9 0.186 771 33-9 3 10-9 120 22.074 0.004783 819 33-9 70.39 3.3340 10-9 0.051 819 33-9 2 (See Notes) 278-10 120 22.125 PO(10-0) 2fT(10-0), P0(10-0) 40-0 0.035977 -0.000 775 33-9� 70.39 2.2030 318-10 11.471 775 33-9 3 10-9 120 33.596 0.004783 766 33-9 t 70.39 3.3340 10-9 0.051. dLR © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 3 - OVERHEAD ZONE 2 12/21/2017 3:12:35PM Page 12 Job Name: FLOOR AND DECOR Remote Area Number: 3 - OVERHEAD ZONE 2 Date: 12/21/2017 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) ID Nominal Fittings 8 Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (POand shown as a nQ *i ,e value Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 766 33-9 70.73 3 10-9 120 33.647 Flow (q) from Route 13 0.017318 723 33-9 141.11 3.3340 10-9 0.186 723 33-9 71.90 3 (See Notes) 5-5 120 33.833 Flow (q) from Route 12 fT(15-0) 15-0 0.037098 718 33-9 v '. 213.01 3.3340 20-5 0.757 34.591 Total(Pt) Route 11 762 33-9 2 (See Notes) 279-3 120 21.888 Route 12 PO(10-0) 2fT(10-0), P0(10-0) 40-0 0.037420 -0.000 723 33-9 71.90 2.2030 319-3 11.946 33.833 Total(Pt) Route 12 771 33-9 2 (See Notes) 278-10 120 22.074 Route 13 PO(10-0) 2fT(10-0), P0(10-0) 40-0 0.036299 -0.000 766 33-9 pi 1 70.73 2.2030 318-10 11.573 33.647 Total(Pt) Route 13 670 33-9 56.47 3 10-10 120 20.848 Route 14 Flow (q) from Route 2 0.059134 713 33-9 274.06 3.3340 10-10 0.641 21.489 Total(Pt) Route 14 © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 3 - OVERHEAD ZONE 2 12/21/2017 3:12:35PM Page 13 Job Name: FLOOR AND DECOR Remote Area Number: 3 - OVERHEAD ZONE 2 Date: 12/21/2017 ci e M ltip iel I E i i Pipe i s of�Val�eS d�Frftin s (g ly Actual Inside Diameter 4.87 = Factor Schedule 40 Steel Pipe Inside Diameter Value Of C Multiplying Factor 100 130 140 0 713 1.16 1.33 150 1 51 ALV BaiV C CV E Ee2 FDC flg g Ho Hyd Noz PIV PRV sCV St U Z Alarm Valve Ball Valve Cross Flow Tum 90° Check Valve 90° Elbow 22'1/ Elbow Fire Department Connection Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV BFP cplg DeIV EE fE FN GIoV Hose LtE P1 PO red SFx T WirF Angle Valve Backflow Preventer Coupling Deluge Valve 45° Elbow Flow Device 90° FireLock(TM) Elbow Floating Node Globe Valve Hose Long Turn Elbow Pump In Pipe Outlet Reducer/Adapter Seismic Flex Tee Flow Turn 90° Wirsbo b BV Cr DPV Eel fd fEE fT GV HV mecT P2 PTV S Spr Tr WMV Bushing Butterfly Valve Cross Run Dry Pipe Valve 111h° Elbow Flex Drop 45° FireLock(TM) Elbow FireLock(TM) Tee Gate Valve Hose Valve Mechanical Tee Pump Out Pressure Relief Valve Supply Sprinkler Tee Run Water Meter Valve © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 3 - OVERHEAD ZONE 2 12/21/2017 3:12:35PM Page 14 Hydraulic Calculations for Project Name: FLOOR AND DECOR Location: 17601 SOUTHCENTER PKWY, TUKWILLA, WA 98188, Drawing Name: MFPD FLOOR AND DECOR FIRE.cad Design Remote Area Number: 4 - OVERHEAD ZONE 1 Remote Area Location: SHEET FP 2.13 Occupancy Classification: Storage - overhead Commodity Classification: SEE SHEET FP 1.0 Density: 0.330gpm/ft2 Area of Application: 2000.00ft2 (Actual 2072.36ft2) Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 22 In -rack Demand: N/Agpm at Node: N/A Hose Streams: 500.00 gpm at Node: 1 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1257.66 gpm @ 101.579 psi Type of System: Volume of Dry or PreAction System: N/A Name of Contractor: RED HAWK FIRE PROTECTION LLC. Address: 1002 N. MERIDIAN, SUITE 100, BOX 227, Phone Number: 253-840-9900 Name of designer: Richard Moye Authority Having Jurisdiction: TUKWILLA FIRE Notes: Calculation Date: 12/21/2017 © M.E.P.CAD, Inc. dAutoSPRINK 2018 v13.1.73.0 4 -OVERHEAD. 12/21/2017 3:13:17PM Page 1 'SUI 'avo'd'3'W OO'1J O'£L'6'£I•A91.0Z>1NI dSotny Wd81•:£6:E L6OZ/LZ/Z6 ao O O N O O 0 O N O () 0 0 0 O O (nn O 0) 0 O O O (J- 1 W O A Pressure - psi O N (0 O 0 U1 0- 1 O J 11111111 1 111111111 III I I I I I I 111111111 111111111 iiiIIIiIII iiiiiiiii Iitt11ii1 iiiii1 fn n JI IP Ial :"'i demand N ^ V a)O to JC a) D m (D N _ - 579 with Hose Allowance at Source W co --a 00 , - _ _ _ _ - (0 - � O O O 0 A O O O Water Supply Summary Sheet Node: 1 Remote Area Number: 4 - OVERHEAD ZONE 1 ?:1003D aNv loo1d :aweN qor 0'£L' 6'£ 6A 81.0Z >INI IdSo;nV INd9I.:£1.:£ L60Z/I•Z/ZI• O Cn W O Pressure - psi O (Jll O O Ul N O W 0) N O 11111111 II�1111 111111111 111111111 111111111 111111111 lllllllll IIIIIIIII 111111111 111111111 Static Pressure 146.000 iLAvailable Supply 1257.66 @ 133.194 - System demand curve 57_66 @ 90.486 — I / _ _ _ _ - O (n O O 0 co A O O O BbR@716 Summary Sheet Remote Area Number: 4 - OVERHEAD ZONE 1 L I.OZ/ I•Z/Z 6 :e}ea 2i003d 4Nv 100-1i :eweN qo0 Summa rY Of`O tflowing Dev�ces Job Number: 40107 Report Description: Storage - overhead (4 - OVERHEAD ZONE 1) Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Density (gpmpft2) Coverage (Foot) Sprinkler 1965 45.81 33.00 11.2 16.730 0.458gpm/ft2 100.00ft2 Sprinkler 2001 35.01 33.00 11.2 9.769 0.350gpm/ft2 100.00ft2 Sprinkler 2002 34.41 33.00 11.2 9.440 0.344gpm/ft2 100.00ft2 Sprinkler 2003 34.23 33.00 11.2 9.339 0.342gpm/ft2 100.00ft2 Sprinkler 2004 34.22 33.00 11.2 9.338 0.342gpm/ft2 100.00ft2 Sprinkler 2005 34.34 33.00 11.2 9.401 0.343gpm/ft2 100.00ft2 Sprinkler 2006 34.82 33.00 11.2 9.663 0.348gpm/ft2 100.00ft2 Sprinkler 2007 35.85 33.00 11.2 10.245 0.358gpm/ft2 100.00ft2 Sprinkler 2038 34.00 33.00 11.2 9.215 0.340gpm/ft2 100.00ft2 Sprinkler 2039 33.38 33.00 11.2 8.884 0.334gpm/ft2 100.00ft2 Sprinkler 2040 33.17 33.00 11.2 8.772 0.332gpm/ft2 100.00ft2 Sprinkler 2041 33.16 33.00 11.2 8.766 0.332gpm/ft2 100.00ft2 Sprinkler 2042 33.24 33.00 11.2 8.807 0.332gpm/ft2 100.00ft2 Sprinkler 2043 33.62 33.00 11.2 9.010 0.336gpm/ft2 100.00ft2 Sprinkler 2044 34.49 33.00 11.2 9.483 0.345gpm/ft2 100.00ft2 Sprinkler 2077 33.85 33.00 11.2 9.132 0.338gpm/ft2 100.00ft2 Sprinkler 2078 33.23 33.00 11.2 8.801 0.332gpm/ft2 100.00ft2 Sprinkler 2079 33.01 33.00 11.2 8.688 0.330gpm/ft2 100.00ft2 c> Sprinkler 2080 33.00 33.00 11.2 8.681 0.330gpm/ft2 100.00ft2 Sprinkler 2081 33.08 33.00 11.2 8.721 0.331gpm/ft2 100.00ft2 Sprinkler 2082 33.45 33.00 11.2 8.919 0.334gpm/ft2 100.00ft2 Sprinkler 2083 34.31 33.00 11.2 9.385 0.343gpm/ft2 100.00ft2 c Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 12/21/2017 3:13:19PM Page 4 Job Name: FLOOR AND DECOR Remote Area Number: 4 - OVERHEAD ZONE 1 Date: 12/21/2017 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 146.000 84.000 2950.00 133.194 1257.66 101.579 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes -4-0 Supply 101.579 757.66 1965 35-4 Sprinkler 16.730 45.81 Density: 0.458gpm/ft2 Coverage: 100.00ft2 2001 35-4 Sprinkler 9.769 35.01 Density: 0.350gpm/ft2 Coverage: 100.00ft2 2002 35-4 Sprinkler 9.440 34.41 Density: 0.344gpm/ft2 Coverage: 100.00ft2 2003 35-4 Sprinkler 9.339 34.23 Density: 0.342gpm/ft2 Coverage: 100.00ft2 2004 35-4 Sprinkler 9.338 34.22 Density: 0.342gpm/ft2 Coverage: 100.00ft2 2005 35-4 Sprinkler 9.401 34.34 Density: 0.343gpm/ft2 Coverage: 100.00ft2 2006 35-4 Sprinkler 9.663 34.82 Density: 0.348gpm/ft2 Coverage: 100.00ft2 2007 35-4 Sprinkler 10.245 35.85 Density: 0.358gpm/ft2 Coverage: 100.00ft2 2038 35-4 Sprinkler 9.215 34.00 Density: 0.340gpm/ft2 Coverage: 100.00ft2 2039 35-4 Sprinkler 8.884 33.38 Density: 0.334gpm/ft2 Coverage: 100.00ft2 2040 35-4 Sprinkler 8.772 33.17 Density: 0.332gpm/ft2 Coverage: 100.00ft2 2041 35-4 Sprinkler 8.766 33.16 Density: 0.332gpm/ft2 Coverage: 100.00ft2 2042 35-4 Sprinkler 8.807 33.24 Density: 0.332gpm/ft2 Coverage: 100.00ft2 2043 35-4 Sprinkler 9.010 33.62 Density: 0.336gpm/ft2 Coverage: 100.00ft2 2044 35-4 Sprinkler 9.483 34.49 Density: 0.345gpm/ft2 Coverage: 100.00ft2 2077 35-4 Sprinkler 9.132 33.85 Density: 0.338gpm/ft2 Coverage: 100.00ft2 2078 35-4 Sprinkler 8.801 33.23 Density: 0.332gpm/ft2 Coverage: 100.00ft2 2079 35-4 Sprinkler 8.688 33.01 Density: 0.330gpm/ft2 Coverage: 100.00ft2 (� © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73. 12/21/2017 3:13:21 PM Page 5 Job Name: FLOOR AND DECOR Remote Area Number: 4 - OVERHEAD ZONE 1 Date: 12/21/2017 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 2080 35-4 Sprinkler 8.681 33.00 Density: 0.330gpm/ft2 Coverage: 100.00ft2 2081 35-4 Sprinkler 8.721 33.08 Density: 0.331gpm/ft2 Coverage: 100.00ft2 2082 35-4 Sprinkler 8.919 33.45 Density: 0.334gpm/ft2 Coverage: 100.00ft2 2083 35-4 Sprinkler 9.385 34.31 Density: 0.343gpm/ft2 Coverage: 100.00ft2 4 1-0 91.837 716 4-0 Gauge 90.486 725 33-9 69.119 768 33-9 38.779 810 33-9 18.242 814 33-9 35.536 866 33-9 18.150 877 33-9 33.046 932 33-9 17.845 936 33-9 31.175 974 33-9 17.242 978 33-9 29.816 1016 33-9 16.271 1020 33-9 28.938 1058 33-9 15.076 1062 33-9 28.504 1102 33-9 14.516 1106 33-9 28.378 1155 33-9 14.354 © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73. 12/21/2017 3:13:21 PM Page 6 Job Name: FLOOR AND DECOR Remote Area Number: 4 - OVERHEAD ZONE 1 Date: 12/21/2017 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1282 4-0 89.830 ,© M.E.P.CAD, Inc. AutoS PRINK 2018 v13.1.73. 12/21/2017 3:13:21 PM Page 7 Job Name: FLOOR AND DECOR Remote Area Number: 4 - OVERHEAD ZONE 1 Date: 12/21/2017 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this gs)tep Nominal ID Fittings & Devices Equiv. Length(Foot) (Foot)Friction(Pf) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (POand shown as a ra3a*i"o -21.% Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total 2080 35-4 11.2 33.00 2 (See Notes) 8-1% 120 8.681 Route 1 Sprinkler 0.000808 2079 35-4 4 9.04 2.2030 8-11/2 0.007 2079 35-4 11.2 33.01 2 (See Notes) 8-11/2 120 8.688 Sprinkler 0.013875 2078 35-4 42.06 2.2030 8-1% 0.113 2078 35-4 11.2 33.23 2 (See Notes) 811/2 120 8.801 Sprinkler 0.040742 2077 354 ' 75.28 2.2030 8-11/2 0.331 2077 35-4 11.2 33.85 2 (See Notes) 209-21/2 120 9.132 Sprinkler, fT(10-0), P0(10-0) 20-0 0.080973 0.686 1106 33-9 109.13 2.2030 229-2'% 18.560 1106 33-9 3 11-9 120 28.378 0.010764 1062 33-9 109.13 3.3340 11-9 0.126 1062 33-9 109.26 3 11-2 120 28.504 Flow (q) from Route 3 0.038850 1020 33-9 q 218.39 3.3340 112 0.434 1020 33-9 107.87 3 10-9 120 28.938 Flow (q) from Route 5 0.081639 978 33-9 <r. 326.26 3.3340 10-9 0.878 978 33-9 86.93 3 10-9 120 29.816 Flow (q) from Route 2 0.126383 936 33-9 413.19 3.3340 10-9 1.359 936 33-9 78.14 3 10-9 120 31.175 Flow (q) from Route 8 0.174118 877 33-9 3, 491.33 3.3340 10-9 1.872 877 33-9 81.90 3 10-9 120 33.046 Flow (q) from Route 9 0.231590 814 33-9 _ 573.23 3.3340 10-9 2.490 814 33-9 88.07 3 10-9 120 35.536 Flow (q) from Route 10 0.301680 768 33-9 tr.-s,,,.s, 661.30 3.3340 10-9 3.243 © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 4 - OVERHEAD ZONE 1 12/21/2017 3:13:23PM Page 8 Job Name: FLOOR AND DECOR Remote Area Number: 4 - OVERHEAD ZONE 1 Date: 12/21/2017 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a ie ja a value Fitting (Foot) Pf Friction Loss Per Unit si (P ) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 768 33-9 96.37 3 (See Notes) 50-2% 120 38.779 Flow (q) from Route 7 4fE(7-0) 28-0 0.388010 725 33-9 757.66 3.3340 1 78-2h 30.340 725 33-9 4 (See Notes) 28 5 120 69.119 f(-0.000), 5CV(20-0 BV(12 0), ) 41-11 0.111117 12.897 1282 4-0 757.66 4.3100 70-4 7.813 1282 4-0 6 (See Notes) 1-6 120 89.830 BOR@716, PO(37-81/2) 37-81A 0.016744 716 4-0 757.66 6.3570 39-21/2 0.657 716 4-0 6 3-0 120 90.486 0.016744 1.301 4 1-0 ��` 757.66 6.3570 3-0 0.050 4 1-0 10 (See Notes) 255-111/2 140 91.837 4E(35-1), EE(17-6%), BFP(-7. 000), GV(7-111/2), S, T(79-81/2) 245-6V 0.001145 2.168 1 -4-0 - 757.66 10.4000 501 6 7.574 500.00 101.579 Hose Allowance At Source Total(Pt) Route 1 1 1257.66 2080 35-4 11.2 33.00 2 (See Notes) 8-1'/2 120 8.681 Route 2 Sprinkler 0.004899 2081 35-4 23.96 2.2030 8-1% 0.040 - j 2081 35-4 11.2 33.08 2 (See Notes) 8-1'% 120 8.721 Sprinkler 0.024378 2082 35-4 57.03 2.2030 81'h 0.198 2082 35-4 11.2 33.45 2 (See Notes) 8-1'% 120 8.919 Sprinkler 0.057255 2083 35-4 t t� 90.48 2.2030 81'/2 0.465 2083 35-4 11.2 34.31 2 (See Notes) 21-3'% 120 9.385 Sprinkler, fT(10 0), PO(10 0) 20-0 0.103781 0.686 1155 33-9 124.79 2.2030 41-3'/s 4.283 1155 33-9 3 11-9 120 14.354 0.013796 1102 33-9'" + # 124.79 3.3340 11-9 0.162 iy+ © M.E.P.CAD, Inc. I�� AutoSPRINK 2018 v13.1.73.0 4 - OVERHEAD ZONE 1 12/21/2017 3:13:23PM Page 9 Job Name: FLOOR AND DECOR Remote Area Number: 4 - OVERHEAD ZONE 1 Date: 12/21/2017 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step g Nominal ID Fittings & Devices Equiv. Length o) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a pog.+:,,o "ab•o Fittin g (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 .1 `*°,Total - Flow (CO Actual ID (Foot) Total Friction(Pf) 1102 33-9 125.80 3 11-2 120 14.516 Flow (q) from Route 4 0.050105 1058, 33-9 >r 250.59 3.3340 11-2 0.560 1058 33-9 135.01 3 10-9 120 15.076 Flow (q) from Route 6 0.111214 1016 33-9 4a ate. u 385.60 3.3340 10-9 1.196 1016 33-9 2 (See Notes) 66-0Y2 120 16.271 PO(10-0) fT(10-0) 20-0 0.013311 -0.686 1965 35-4 41.12 2.2030 86-01/2 1.145 1965 35-4 11.2 45.81 2 (See Notes) 213-2Yz 120 16.730 Sprinkler, fT(10-0), P0(10-0) 20-0 0.053170 0.686 978 33-9 86.93 2.2030 '. 233-21/2 12.400 29.816 Total(Pt) Route 2 2041 35-4 11.2 33.16 2 (See Notes) 8-11/2 120 8.766 Route 3 Sprinkler 0.000754 2040 35-4 F . 8.71 2.2030 8-11/2 0.006 2040 35-4 11.2 33.17 2 (See Notes) 8-1% 120 8.772 Sprinkler 0.013770 2039 35-4 >: ,r€ 41.88 2.2030 8-11/2 0.112 2039 35-4 11.2 33.38 2 (See Notes) 8-11/2 120 8.884 Sprinkler 0.040726 2038 35-4 - 75.27 2.2030 8-11/2 0.331 2038 35-4 11.2 34.00 2 (See Notes) 209-2%z 120 9.215 Sprinkler, fT(10-0), PO(10-0) 20-0 0.081163 0.686 1062 33-9�v ` 109.26 2.2030 4 dt �; 229-2% 18.603 28.504 Total(Pt) Route 3 2041 35-4 11.2 33.16 2 (See Notes) 8-1% 120 8.766 Route 4 Sprinkler 0.005087 2042 35-4 24.45 2.2030 8-1% 0.041 2042 35-4 11.2 33.24 2 (See Notes) 8-11/2 120 8.807 Sprinkler 0.024899 2043 35-4 a LL`ka ` ' 57.69 2.2030 8-11/2 0.202 L© M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 4 - OVERHEAD ZONE 1 12/21/2017 3:13:23PM Page 10 Job Name: FLOOR AND DECOR Remote Area Number: 4 - OVERHEAD ZONE 1 Date: 12/21/2017 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this gs)tep Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a naga+i e value Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 2043 35-4 11.2 33.62 2 (See Notes) 8-11/2 120 9.010 Sprinkler 0.058223 2044 35-4 91.31 2.2030 8-11/2 0.473 2044 35-4 11.2 34.49 2 (See Notes) 2131/2 120 9.483 Sprinkler, fT(10-0), P0(10-0) 20-0 0.105330 0.686 1102 33-9 125.80 2.2030 41-3'/2 4.347 14.516 Total(Pt) Route 4 2004 35-4 11.2 34.22 2 (See Notes) 8-7 120 9.338 Route 5 Sprinkler 0.000197 2003 35-4 s 4.22 2.2030 8-7 0.002 2003 35-4 11.2 34.23 2 (See Notes) 8-7 120 9.339 Sprinkler 0.011754 2002 354 38.45 2.2030 8-7 0.101 2002 35-4 11.2 34.41 2 (See Notes) 8-7 120 9.440 Sprinkler 0.038351 2001 354 rt r 72.86 2.2030 8-7 0.329 2001 35-4 11.2 35.01 2 (See Notes) 213-21/2 120 9.769 Sprinkler, tT(10 0), PO(10 0) 20-0 0.079253 0.686 1020 33-9s , 107.87 2.2030 233-2'% 18.482 28.938 Total(Pt) Route 5 2004 35-4 11.2 34.22 2 (See Notes) 8-7Sprinkler 120 9.338 Route 6 0.007429 2005 35-4, 30.00 2.2030 8-7 0.064 2005 35-4 11.2 34.34 2 (See Notes) 8-7 120 9.401 Sprinkler 0.030474 2006 354 64.35 64.35 2.2030 0.262 8-7 2006 35-4 11.2 34.82 2 (See Notes) 8-7 120 9.663 Sprinkler 0.067827 2007 354 rA 99.16 2.2030 8-7 0.582 2007 35-4 11.2 35.85 2 (See Notes) 14-6'% 120 10.245 Sprinkler, fT(10-0), P0(10-0) 20-0 0.120046 0.686 1058 33-9 k t ak 'E 135.01 2.2030 34-6'/2 4.144 15.076 Total(Pt) Route 6 © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 4 - OVERHEAD ZONE 1 12/21/2017 3:13:23PM Page 11 Job Name: FLOOR AND DECOR Remote Area Number: 4 - OVERHEAD ZONE 1 Date: 12/21/2017 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this gstep Nominal ID Fittings 8 Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a no0a44..o Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 866 33-9 3 10-9 120 18.150 val•'e Route 7 0.008552 810 33-9 96.37 3.3340 10-9 0.092 810 33-9 2 (See Notes) 279-3 120 18.242 PO(10-0) 2fT(10-0), P0(10-0) 40-0 0.064333 . 768 33-9 y , 3 96.37 2.2030 319-3 20.537 38.779 Total(Pt) Route 7 1016 33-9 41.12 3 10-9 120 16.271 Route 8 Flow (q) from Route 2 0.090272 974 33-9 k 344.47 3.3340 10-9 0.970 974 33-9 2 (See Notes) 279-3 120 17.242 PO(10-0) 2fT(10-0), PO(10-0) 40-0 0.043645 936 33-9y isr 78.14 2.2030 319-3 13.933 31.175 Total(Pt) Route 8 974 33-9 78.14 3 10-9 120 17.242 Route 9 Flow (q) from Route 8 0.056087 932 33-9 266.34 3.3340 10-9 0.603 932 33-9 2 (See Notes) 279-3 120 17.845 PO(10-0) 2fT(10-0), P0(10-0) 40-0 0.047620 877 33-9 n 81.90 2.2030 319-3 15.202 33.046 Total(Pt) Route 9 932 33-9 81.90 3 10-9 120 17.845 Route 10 Flow (q) from Route 9 0.028420 866 33-9 ., _X, 184.43 3.3340 10-9 0.306 866 33-9 2 (See Notes) 279-3 120 18.150 PO(10-0) 2fT(10-0), PO(10-0) 40-0 0.054462 814 33-9 `� , { 88.07 2.2030 319-3 17.386 35.536 Total(Pt) Route 10 © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 4 - OVERHEAD ZONE 1 12/21/2017 3:13:23PM Page 12 Job Name: FLOOR AND DECOR Remote Area Number: 4 - OVERHEAD ZONE 1 Date: 12/21/2017 Equ va M9ngt, CjVLI ul pfie Actual Inside Diameter 4.87 = Factor Schedule 40 Steel Pipe Inside Diameter Value Of C Multiplying Factor 100 130 140 0.713 1.16 1.33 150 1.51 ALV BaIV C CV E Ee2 FDC flg g Ho Hyd Noz PIV PRV sCV St U Alarm Valve Ball Valve Cross Flow Turn 90° Check Valve 90° Elbow 22W Elbow Fire Department Connection Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV BFP cplg DeiV EE fE FN GIoV Hose LtE P1 PO red SFx T WirF Angle Valve Backflow Preventer Coupling Deluge Valve 45° Elbow Flow Device 90° FireLock(TM) Elbow Floating Node Globe Valve Hose Long Turn Elbow Pump In Pipe Outlet Reducer/Adapter Seismic Flex Tee Flow Turn 90° Wirsbo b BV Cr DPV Eel fd fEE fT GV HV mecT P2 PrV S Spr Tr WMV Bushing Butterfly Valve Cross Run Dry Pipe Valve 11'/<° Elbow Flex Drop 45° FireLock(TM) Elbow FireLock(TM) Tee Gate Valve Hose Valve Mechanical Tee Pump Out Pressure Relief Valve Supply Sprinkler Tee Run Water Meter Valve LC) M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 4 - OVERHEAD ZONE 1 12/21/2017 3:13:22PM Page 13 Hydraulic Calculations for Project Name: FLOOR AND DECOR Location: 17601 SOUTHCENTER PKWY, TUKWILLA, WA 98188, Drawing Name: MFPD FLOOR AND DECOR FIRE.cad Design Remote Area Number: 5 - OFFICE AND BATHROOMS Remote Area Location: SHEET FP2.10 Occupancy Classification: Ordinary Group I Commodity Classification: OFFICE Density: 0.150gpm/ft2 Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: In -rack Demand: N/Agpm at Node: N/A Hose Streams: 250.00 gpm at Node: 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 488.27 gpm @ 43.392 psi Type of System: WET Volume of Dry or PreAction System: N/A 1500.00ft2 (Actual 1007.89ft2) 130.00ft2 Pendent 12 Calculation Date: 1/4/2018 Allowance at Source Name of Contractor: RED HAWK FIRE PROTECTION LLC. Address: 1002 N. MERIDIAN, SUITE 100, BOX 227, Phone Number: 253-840-9900 Name of designer: Richard Moye Authority Having Jurisdiction: TUKWILLA FIRE Notes: THE ENTIRE AREA LOCATED IN ZONE 3 WAS CALCULATED. THE REMAINDER IS LOCATED IN ZONE 2 AND IS APPROXIMATELY 990 SQ. FT WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye 9419-0815-C LEVEL 3 Red Hawk Fire Protection, L.L.C. REDHAHFQP % M.E.P.CAD, Inc. dAutoSPRINK 2018 v13.1.73.0 5 - OFFICE AND 1/4/2018 3:05:52PM Page 1 Hydraulic Graph Job Name: FLOOR AND DECOR Date: 1/4/2018 Remote Area Number: 5 - OFFICE AND BATHROOMS Water Supply Summary Sheet Node: 1 o- o o v co 0 o o u) a) - - - - - 43.392 ' with Hose Allowance at Source Static Pressure 146.000 I I 48\I @ 143.775 System demand curve 1h 1111 11 IIIIIIIII 111111111 IIIIIIIII IIIIIIIII IIIIIIII1 111 11111n III n 111 I17i 0 LO M 0 (N1 1.0 0 O o u) o 0) isd eJnssaJd 0 M 0 1/4/2018 3:05:53PM AutoSPRINK 2018 v13.1.73.0 © M.E.P.CAD, Inc. Job Name: FLOOR AND DECOR Date: 1/4/2018 Remote Area Number: 5 - OFFICE AND BATHROOMS BOR@716 Summary Sheet o o o Ni 0 o 0 o u) 0 - - _ _ - - - Static Pressure 146.000 I 488.27 I \1� 143.775 p, 32.850 ' with Hose Allowance a iemand curve I I 111111111 0 to IIIIIIIII IIIIIIIII 0en. en IIIIIIIII IIIIIIIII 0inN.. IIIIIIIII IIIIIIIII 0(0 111 IIIIIIIIIIIIIIIIIII 0en (1) C isd - einssaid 1/4/2018 3:05:53PM AutoSPRINK 2018 v13.1.73.0 ,© M.E.P.CAD, Inc. uSPRINK 2018 v13.1.73.0 1/4/2018 3:05:54PM Page 4 11 Job Number: 40107 Report Description: Ordinary Group I (5 - OFFICE AND BATHROOMS) Summary Of 0 ini gA.As s ='<F Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Density (gpmpft2) Coverage (Foot) L' Sprinkler 501 19.50 19.50 5.6 12.125 N/A N/A Sprinkler 502 19.51 19.50 5.6 12.139 N/A N/A Sprinkler 503 19.56 19.50 5.6 12.204 N/A N/A Sprinkler 504 19.68 19.50 5.6 12.349 N/A N/A Sprinkler 505 19.69 19.50 5.6 12.367 N/A N/A Sprinkler 506 19.77 19.50 5.6 12.463 N/A N/A Sprinkler 507 19.86 19.50 5.6 12.580 N/A N/A Sprinkler 508 19.99 19.50 5.6 12.748 N/A N/A Sprinkler 509 20.03 19.50 5.6 12.792 N/A N/A Sprinkler 510 20.16 19.50 5.6 12.966 N/A N/A Sprinkler 511 20.17 19.50 5.6 12.976 N/A N/A Sprinkler 512 20.34 19.50 5.6 13.186 N/A N/A c Most Demanding Sprinkler Data i. 'EMI _ uSPRINK 2018 v13.1.73.0 1/4/2018 3:05:54PM Page 4 Job Name: FLOOR AND DECOR Remote Area Number: 5 - OFFICE AND BATHROOMS Date: 1/4/2018 Supply Analysis Node Name Static (psi) Residual Flow (psi) @o (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 146.000 84.000 2950.00 143.775 488.27 43.392 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (Wm) Notes 1 -4-0 Supply 43.392 238.27 501 9-0 Sprinkler 12.125 19.50 Density: N/A Coverage: N/A 502 9-0 Sprinkler 12.139 19.51 Density: N/A Coverage: N/A 503 9-0 Sprinkler 12.204 19.56 Density: N/A Coverage: N/A 504 9-0 Sprinkler 12.349 19.68 Density: N/A Coverage: N/A 505 9-0 Sprinkler 12.367 19.69 Density: N/A Coverage: N/A 506 9-0 Sprinkler 12.463 19.77 Density: N/A Coverage: N/A 507 9-0 Sprinkler 12.580 19.86 Density: N/A Coverage: N/A 508 9-0 Sprinkler 12.748 19.99 Density: N/A Coverage: N/A 509 9-0 Sprinkler 12.792 20.03 Density: N/A Coverage: N/A 510 9-0 Sprinkler 12.966 20.16 Density: N/A Coverage: N/A 511 9-0 Sprinkler 12.976 20.17 Density: N/A Coverage: N/A 512 8-0 Sprinkler 13.186 20.34 Density: N/A Coverage: N/A 2 35-4 13.872 3 35-4 13.899 4 1-0 34.157 5 4-0 32.773 6 35-4 14.322 7 35-4 14.252 ,,© M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73. 1/4/2018 3:05:56PM Page 5 Job Name: FLOOR AND DECOR Remote Area Number: 5 - OFFICE AND BATHROOMS Date: 1/4/2018 Node Number Elevation (Foot) Node Type Pressure at Node (Psi) Discharge at Node (gPm) Notes 8 35-4 14.777 9 35-4 14.251 10 35-4 14.674 11 35-4 14.694 12 35-4 14.801 15 33-9 15.827 17 33-9 15.471 32 33-9 15.829 34 33-9 15.469 52 33-9 15.835 88 33-9 15.463 100 33-9 15.848 139 33-9 15.451 141 33-9 15.882 179 33-9 15.436 181 33-9 15.982 219 33-9 15.430 223 33-9 16.157 261 33-9 15.426 265 33-9 16.495 301 33-9 15.427 375 33-9 17.414 716 4-0 Gauge 32.850 &© M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73. 1/4/2018 3:05:56PM Page 6 Job Name: FLOOR AND DECOR Remote Area Number: 5 - OFFICE AND BATHROOMS Date: 1/4/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as 9 PO3241.2 Va'.e Equiv. Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Elev Pe Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Length (Foot) Total (Foot) (Psi ) Friction(Pf) 501 9-0 5.6 19.50 1 (See Notes) 29-0 120 12.125 Route 1 Sprinkler, 2E(2-0), P0(5-0), fd(68-0) 77-0 0.124177 -11.416 2 35-4 1111 19.50 1.0490 106-0 13.163 2 35-4 2 8-4 120 13.872 0.003275 3 35-4 19.27 2.2030 8-4 0.027 3 35-4 19.51 + 19.68 2 (See Notes) 41-7 120 13.899 Flow (q) from Route 2 and 4 fT(10 0), PO(10 0) 20-0 0.025520 0.686 223 33-9 58.46 2.2030 61-7 1.572 223 33-9 136.33 3 10-9 120 16.157 Flow (q) from Route 3 0.031443 265 33-9 1111 194.79 3.3340 10-9 0.338 265 33-9 43.48 3 (See Notes) 511/2 120 16.495 Flow (q) from Route 7 PO(15-0) 15-0 0.045646 375 33-9 1111 238.27 3.3340 20-11/2 0.919 375 33-9 4 (See Notes) 116-5 120 17.414 3fE(10-0), f(-0.000), sCV(9-11) BV(12-0), P0(20-0) 71-11 0.013072 12.897 5 4-0IIII 238.27 4.3100 188-4 2.462 5 4-0 6 (See Notes) 1-6 120 32.773 BOR@716, PO(37-8'h) 37-8'/2 0.001970 716 4-0 238.27 6.3570 39-2'/2 0.077 716 4-0 6 3-0 120 32.850 0.001970 1.301 4 1-0 11111 238.27 6.3570 3-0 0.006 4 1-0 10 (See Notes) 255-111/2 140 34.157 4E(35-1), EE(17-6'/2), BFP(-7. 000), GV(7-111/2), S, T(79-8%) 245-61/2 0.000135 2.168 1 -4-0 238.27 10.4000 501-6 7 068 250.00 43.392 Hose Allowance At Source 1 1111 488.27 Total(Pt) Route 1 502 9-0 5.6 19.51 1 (See Notes) 29-0Sprinkler, 120 12.139 Route 2 77-0 -11.416 3 35-4 19.51 1.0490 106-0 0.124306 13.176 2E(2-0), P0(5-0), fd(68-0) Lid © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 OFFICE AND BATHROOI 1/4/2018 3:05:57PM Page 7 Job Name: FLOOR AND DECOR Remote Area Number: 5 - OFFICE AND BATHROOMS Date: 1/4/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this s)tep g) Nominal ID Fittings & Devices Equiv. Lengtht (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as • Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 13.899 a nc0ati••o a'ue Total(Pt) Route 2 503 9-0 5.6 19.56 1 (See Notes) 26-4 120 12.204 Route 3 Sprinkler, 2E(2-0), T(5-0), PO(5-0), fd(68 -0) 82-0 0.124926 -11.416 6 35-4 19.56 1.0490 108-4 13.534 6 35-4 24.95 2 (See Notes) 36-8 120 14.322 Flow (q) from Route 6 fT(10-0), P0(10-0) 20-0 0.015415 0.686 141 33-9 44.52 2.2030 56-8 0 874 141 33-9 56.58 3 10-9 120 15.882 Flow (q) from Route 5 0.009345 181 33-9 101.10 3.3340 10-9 0.100 181 33-9 35.23 3 10-9 120 15.982 Flow (q) from Route 10 0.016248 223 33-9 1111 136.33 3.3340 10-9 0.175 16.157 Total(Pt) Route 3 504 9-0 5.6 19.68 1 (See Notes) 25-8 120 12.349 Route 4 Sprinkler, 2E(2-0), P0(5-0), fd(68-0) 77-0 0.126293 -11.416 3 35-4 19.68 1.0490 102-8 12.966 13.899 Total(Pt) Route 4 505 9-0 5.6 19.69 1 (See Notes) 25-2 120 12.367 Route 5 Sprinkler, 2E(2-0), P0(5-0), fd(68-0) 77-0 0.126466 -11.416 2 35-4 111 19.69 1.0490 102-2 12.921 2 35-4 19.27 2 (See Notes) 229-3'% 120 13.872 Flow (q) from Route 1 fT(10-0), P0(10-0) 20-0 0.003483 0.686 261 33-9 19.92 2.2030 249-3% 0.868 261 33-9 3 10-9 120 15.426 0.000321 219 33-9 Ell 16.33 3.3340 10-9 0.003 219 33-9 5.10 3 10-9 120 15.430 Flow (q) from Route 17 0.000530 179 33-9 1111 21.43 3.3340 10-9 0.006 179 33-9 14.81 3 10-9 120 15.436 Flow (q) from Route 16 0.001401 139 33-9 36.25 3.3340 10-9 0.015 © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 OFFICE AND BATHROOI 1/4/2018 3:05:57PM Page 8 Job Name: FLOOR AND DECOR Remote Area Number: 5 - OFFICE AND BATHROOMS Date: 1/4/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a ' e3at". value Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 139 33-9 3 10-9 120 15.451 0.001153 88 33-9 111 32.62 3.3340 10-9 0.012 88 33-9 3 11-4 120 15.463 0.000538 34 33-9 111 21.60 3.3340 11-4 0.006 34 33-9 3 12-0 120 15.469 0.000148 17 33-9 10.77 3.3340 12-0 0.002 17 33-9 2 (See Notes) 279-3 120 15.471 PO(10-0) 2fT(10-0), P0(10-0) 40-0 0.001116 -0.000 15 33 9III 10.77 2.2030 319-3 0.356 15 33-9 3 12-0 120 15.827 0.000148 32 33-9 10.77 3.3340 12-0 0.002 32 33 9 10.83 3 11-3'% 120 15.829 Flow (q) from Route 14 0.000538 52 33-9 III 21.60 3.3340 11-3V2 0.006 52 33-9 11.02 3 10-9 120 15.835 Flow (q) from Route 15 0.001153 100 33-9 11111 32.62 3.3340 10-9 0.012 100 33-9 23.96 3 10-9 120 15.848 Flow (q) from Route 12 0.003193 141 33-9 BM 56.58 3.3340 10-9 0.034 15.882 Total(Pt) Route 5 506 9-0 5.6 19.77 1 (See Notes) 26-8 120 12.463 Route 6 Sprinkler, 2E(2-0), P0(5-0), fd(68-0) 77-0 0.127370 -11.416 7 35 4 19.77 1.0490 103-8 13.205 7 35-4 5.18 2 13-3 120 14.252 Flow (q) from Route 8 0.005283 6 35-4 1111 24.95 2.2030 13-3 0.070 14.322 Total(Pt) Route 6 © M.E.P.CAD, Inc. ��� AutoSPRINK 2018 v13.1.73.0 OFFICE AND BATHROOI 1/4/2018 3:05:57PM Page 9 Job Name: FLOOR AND DECOR Remote Area Number: 5 - OFFICE AND BATHROOMS Date: 1/4/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this g) step Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a •tiy a m: value Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) ry Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 507 9-0 5.6 19.86 1 (See Notes) 28-11'/2 120 12.580 Route 7 Sprinkler, 2E(2-0), P0(5-0), fd(68-0) 77-0 0.128479 -11.416 8 35-4 19.86 1.0490 105-11% 13.613 8 35-4 20.03 + 3.59 2 (See Notes) 49-11 120 14.777 Flow (q) from Route 9 and 18 fT(10-0), P0(10-0) 20-0 0.014758 0.686 265 33-9 43.48 2.2030 69-11 1.032 16.495 Total(Pt) Route 7 508 9-0 5.6 19.99 1 (See Notes) 24-4 120 12.748 Route 8 Sprinkler, E(2-0), P0(5-0), fd(68-0) 75-0 0.130064 -11.416 9 35-4 19.99 1.0490 99-4 12 920 9 35-4 2 1-11% 120 14.251 0.000289 7 35-4 5.18 2.2030 1-111/2 0.001 14.252 Total(Pt) Route 8 509 9-0 5.6 20.03 1 (See Notes) 25-81/2 120 12.792 Route 9 Sprinkler, 2E(2-0), P0(5-0), fd(68-0) 77-0 0.130475 -11.416 8 35-4 20.03 1.0490 102-8% 13.401 14.777 Total(Pt) Route 9 510 9-0 5.6 20.16 1 (See Notes) 24-4 120 12.966 Route 10 Sprinkler, E(2-0), P0(5-0), fd(68-0) 75-0 0.132120 -11.416 10 35-4 20.16 1.0490 99-4 13.124 10 35-4 2 9-8% 120 14.674 0.002076 11 35-4 15.06 2.2030 9-8'/2 0.020 11 35-4 20.17 2 (See Notes) 40-2'/2 120 14.694 Flow (q) from Route 11 fT(10-0), P0(10-0) 20-0 0.010001 0.686 181 33-9 35.23 2.2030 60-21/2 0.602 15.982 Total(Pt) Route 10 511 9-0 5.6 20.17 1 (See Notes) 24-4 120 12.976 Route 11 Sprinkler, E(2-0), P0(5-0), fd(68-0) 75-0 0.132218 -11.416 11 35-4 20.17 1.0490 99-4 13.134 14.694 Total(Pt) Route 11 © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 OFFICE AND BATHROOI 1/4/2018 3:05:57PM Page 10 Job Name: FLOOR AND DECOR Remote Area Number: 5 - OFFICE AND BATHROOMS Date: 1/4/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a aagafis,o vJue Fitting (Foot) Pf Friction Loss Per Unit (Psi ) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 512 8-0 5.6 20.34 1 (See Notes) 25-4 120 13.186 Route 12 Sprinkler, E(2-0), P0(5-0), fd(68-0) 75-0 0.134195 -11.850 12 35-4 1111 20.34 1.0490 100-4 13.464 12 35-4 3.62 2 (See Notes) 53-6'% 120 14.801 Flow (q) from Route 13 fT(10 0), PO(10 0) 20-0 0.004899 0.686 100 33-9 23.96 2.2030 73-6'/2 0.360 15.848 Total(Pt) Route 12 139 33-9 2 (See Notes) 225-8 120 15.451 Route 13 PO(10-0) fT(10-0) 20-0 0.000149 -0.686 12 35-4 3.62 2.2030 245-8 0.037 14.801 Total(Pt) Route 13 34 33-9 2 (See Notes) 279-3 120 15.469 Route 14 PO(10-0) 2fT(10-0), P0(10-0) 40-0 0.001127 -0.000 32 33-9 10.83 2.2030 319-3 0.360 15.829 Total(Pt) Route 14 88 33-9 2 (See Notes) 279-3 120 15.463 Route 15 PO(10-0) 2fT(10 0 P0(10-0) ) 40-0 0.001166 -0.000 52 33-9 11.02 2.2030 319-3 0.372 15.835 Total(Pt) Route 15 9 35-4 5.18 2 (See Notes) 227-4 120 14.251 Route 16 Flow (q) from Route 8 fT(10-0), P0(10-0) 20-0 0.002013 0.686 179 33-9 1111 14.81 2.2030 247-4 0.498 15.436 Total(Pt) Route 16 10 35-4 15.06 2 (See Notes) 229-31/2 120 14.674 Route 17 Flow (q) from Route 10 fT(10-0), P0(10-0) 20-0 0.000280 0.686 219 33-9 5.10 2.2030 249-3% 0.070 15.430 Total(Pt) Route 17 261 33-9 16.33 3 10-9 120 15.426 Route 18 Flow (q) from Route 5 0.000019 301 33-9 11 3.59 3.3340 10-9 0.000 301 33-9 2 (See Notes) 229-3V2 120 15.427 PO(10-0) fT(10-0) 20-0 0.000146 -0.686 8 35-4 3.59 2.2030 249-3% 0.036 L © M.E.P.CAD, Inc. �� AutoSPRINK 2018 v13.1.73.0 OFFICE AND BATHROOI 1/4/2018 3:05:57PM Page 11 Job Name: FLOOR AND DECOR Remote Area Number: 5 - OFFICE AND BATHROOMS Date: 1/4/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this gstep Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as -Ale FittingPf (Foot) Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 14.777 a na jafk,a Total(Pt) Route 18 © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 OFFICE AND BATHROOI 1/4/2018 3:05:57PM Page 12 Job Name: FLOOR AND DECOR Remote Area Number: 5 - OFFICE AND BATHROOMS giivaenk' pe'L=ng hs o ayes 00.11 ings G20,ony Date: 1/4/2018 VIG tip ie Actual Inside Diameter` 4.87 = Factor Schedule 40 Steel Pipe Inside Diameter ) Value Of C Multiplying Factor 100 130 140 0.713 1.16 1.33 150 1.51 MMus Lkagaiv.) ALV BaIV C CV E Ee2 FDC flg 9 Ho Hyd Noz PIV PRV sCV St u z Alarm Valve Ball Valve Cross Flow Turn 90° Check Valve 90° Elbow 22'/z Elbow Fire Department Connection Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV BFP cplg DeIV EE fE FN GIoV Hose LtE P1 PO red SFx T WirF Angle Valve Backflow Preventer Coupling Deluge Valve 45° Elbow Flow Device 90° FireLock(TM) Elbow Floating Node Globe Valve Hose Long Turn Elbow Pump In Pipe Outlet Reducer/Adapter Seismic Flex Tee Flow Turn 90° Wirsbo b BV Cr DPV Eel fd fEE fT GV HV mecT P2 PrV S Spr Tr WMV Bushing Butterfly Valve Cross Run Dry Pipe Valve 11'/<0 Elbow Flex Drop 45° FireLock(TM) Elbow FireLock(TM) Tee Gate Valve Hose Valve Mechanical Tee Pump Out Pressure Relief Valve Supply Sprinkler Tee Run Water Meter Valve �{ © M.E.P.CAD, Inc. 111 AutoSPRINK 2018 v13.1.73.0 OFFICE AND BATHROOI 1/4/2018 3:05:57PM Page 13 Hydraulic Calculations Project Name: FLOOR AND DECOR Location: 17601 SOUTHCENTER PKWY, TUKWILLA, WA 98188, Drawing Name: MFPD FLOOR AND DECOR FIRE.cad Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: for 5 - OFFICE AND BATHROOMS SHEET FP2.10 Ordinary Group I OFFICE 0.150gpm/ft2 1500.00ft2 (Actual 1007.89ft2) 130.00ft2 Pendent 12 Calculation Date: 1/4/2018 In -rack Demand: N/Agpm at Node: N/A Hose Streams: 250.00 gpm at Node: 1 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 488.27 gpm @ 43.392 psi Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: RED HAWK FIRE PROTECTION LLC. Address: 1002 N. MERIDIAN, SUITE 100, BOX 227, Phone Number: 253-840-9900 Name of designer: Richard Moye Authority Having Jurisdiction: TUKWILLA FIRE Notes: THE ENTIRE AREA LOCATED IN ZONE 3 WAS CALCULATED. THE REMAINDER IS LOCATED IN ZONE 2 AND IS APPROXIMATELY 990 SQ. FT WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye 9419-0815-C LEVEL 3 Red Hawk Fire Protection, L.L.C. REDHAHFQP gnatu 01/05/2018 pIra. Data 12/31/17 M.E.P.CAD, Inc. MAutoSPRINK 2018 v13.1.73.0 5 - OFFICE AND 1/4/2018 3:05:52PM Page 1 Z Job Name: FLOOR AND DECOR Date: 1/4/2018 Remote Area Number: 5 - OFFICE AND BATHROOMS Water Supply Summary Sheet Node: 1 o o 0 NI' co a 0 0 o u) rn - - - - - - p, 43.392 ' with Hose Allowance at Source Static Pressure 146.000 1.1 488.27 I\I@143.715 II I l System demand curve 7. IIIIIIIII 111111111 111111111 111111111 111111111 111111111 IIIIIIIII[IIH H H I III P IIII HHIi(IIII 0 to CO111 0 N o u) o O O isd ainssaid co 1/4/2018 3:05:53PM AutoSPRINK 2018 v13.1.73.0 hit © M.E.P.CAD, Inc. Job Name: FLOOR AND DECOR Date: 1/4/2018 Remote Area Number: 5 - OFFICE AND BATHROOMS BOR@716 Summary Sheet o o o v o o 0 o u) rn - - _ -_ _ - - Static Pressure 146.000 I 488.27 @ 143.775 38.27 @ 32.850 488.27 with Hose Allowance a stem demand curve I I I1111111I O 111111111 M 111111111 O r,-, 111111111 um I111 Orn III 111111 ^ 111111111 Oert lf') 11IIII 1IIIII 1111111 Oco In 1111111 C isd - aJnsseid O 0 0 0 0 N O O OE o a 0 0 Li 0 co pO V O CO O O O 0 4) 0 1/4/2018 3:05:53PM AutoSPRINK 2018 v13.1.73.0 ,©M.E.P.CAD, Inc. lig Job Number: 40107 Report Description: Ordinary Group I (5 - OFFICE AND BAT Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Density (gpmpft2) Coverage (Foot) 't Sprinkler 501 19.50 19.50 5.6 12.125 N/A N/A Sprinkler 502 19.51 19.50 5.6 12.139 N/A N/A Sprinkler 503 19.56 19.50 5.6 12.204 N/A N/A Sprinkler 504 19.68 19.50 5.6 12.349 N/A N/A Sprinkler 505 19.69 19.50 5.6 12.367 N/A N/A Sprinkler 506 19.77 19.50 5.6 12.463 N/A N/A Sprinkler 507 19.86 19.50 5.6 12.580 N/A N/A Sprinkler 508 19.99 19.50 5.6 12.748 N/A N/A Sprinkler 509 20.03 19.50 5.6 12.792 N/A N/A Sprinkler 510 20.16 19.50 5.6 12.966 N/A N/A Sprinkler 511 20.17 19.50 5.6 12.976 N/A N/A Sprinkler 512 20.34 19.50 5.6 13.186 N/A N/A c Most Demanding Sprinkler Data ©M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 1/4/2018 3:05:54PM Page 4 Job Name: FLOOR AND DECOR Remote Area Number: 5 - OFFICE AND BATHROOMS Date: 1/4/2018 Supply Analysis Node Name(psi) Static Residual Flow (psi) oe (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 146.000 84.000 2950.00 143.775 488.27 43.392 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -4-0 Supply 43.392 238.27 501 9-0 Sprinkler 12.125 19.50 Density: N/A Coverage: N/A 502 9-0 Sprinkler 12.139 19.51 Density: N/A Coverage: N/A 503 9-0 Sprinkler 12.204 19.56 Density: N/A Coverage: N/A 504 9-0 Sprinkler 12.349 19.68 Density: N/A Coverage: N/A 505 9-0 Sprinkler 12.367 19.69 Density: N/A Coverage: N/A 506 9-0 Sprinkler 12.463 19.77 Density: N/A Coverage: N/A 507 9-0 Sprinkler 12.580 19.86 Density: N/A Coverage: N/A 508 9-0 Sprinkler 12.748 19.99 Density: N/A Coverage: N/A 509 9-0 Sprinkler 12.792 20.03 Density: N/A Coverage: N/A 510 9-0 Sprinkler 12.966 20.16 Density: N/A Coverage: N/A 511 9-0 Sprinkler 12.976 20.17 Density: N/A Coverage: N/A 512 8-0 Sprinkler 13.186 20.34 Density: N/A Coverage: N/A 2 35-4 13.872 3 35-4 13.899 4 1-0 34.157 5 4-0 32.773 6 35-4 14.322 7 35-4 14.252 © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73. 1/4/2018 3:05:56PM Page 5 Job Name: FLOOR AND DECOR Remote Area Number: 5 - OFFICE AND BATHROOMS Date: 1/4/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 8 35-4 14.777 9 35-4 14.251 10 35-4 14.674 11 35-4 14.694 12 35-4 14.801 15 33-9 15.827 17 33-9 15.471 32 33-9 15.829 34 33-9 15.469 52 33-9 15.835 88 33-9 15.463 100 33-9 15.848 139 33-9 15.451 141 33-9 15.882 179 33-9 15.436 181 33-9 15.982 219 33-9 15.430 223 33-9 16.157 261 33-9 15.426 265 33-9 16.495 301 33-9 15.427 375 33-9 17.414 716 4-0 Gauge 32.850 L© M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73. 1/4/2018 3:05:56PM Page 6 Job Name: FLOOR AND DECOR Remote Area Number: 5 - OFFICE AND BATHROOMS Date: 1/4/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (9) Nominal ID Fittings & Devices Equiv.Loss Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a'ing.ri" "a'u Fitting (Foot) Pf Friction Per Unit (psi ) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 501 9-0 5.6 19.50 1 (See Notes) 29-0Sprinkler, 120 12.125 Route 1 2E(2-0), P0(5-0), fd(68-0) 77-0 0.124177 -11.416 2 35-4 19.50 1.0490 106-0 13.163 2 35-4 2 8-4 120 13.872 0.003275 3 35-4 19.27 2.2030 8-4 0.027 3 35-4 19.51 + 19.68 2 (See Notes) 41-7 120 13.899 Flow (q) from Route 2 and 4 fT(10 0), PO(10-0) 20-0 0.025520 0.686 223 33-9 58.46 2.2030 61-7 1.572 223 33-9 136.33 3 10-9 120 16.157 Flow (q) from Route 3 0.031443 265 33-9 194.79 3.3340 10-9 0.338 265 33-9 43.48 3 (See Notes) 5-11/2 120 16.495 Flow (q) from Route 7 P0(15-0) 15-0 0.045646 375 33-9 238.27 3.3340 20-1% 0.919 375 33-9 4 (See Notes) 116-5 120 17.414 3fE(10-0), f(-0.000), sCV(9-11) , BV(12-0), PO(20-0) 71-11 0.013072 12.897 5 4-0 238.27 4.3100 188-4 2 462 5 4-0 6 (See Notes) 1-6 120 32.773 BOR@716, P0(37-8%)716 37-8,V2 0.001970 4-0 238.27 6.3570 39-2% 0.077 716 4-0 6 3-0 120 32.850 0.001970 1.301 4 1-0 238.27 6.3570 3-0 0.006 4 1-0 10 (See Notes) 255-11% 140 34.157 4E(35-1), EE(17-61/2), BFP(-7. 000), GV(7-111/z), S, T(79 -8'/z) 245-6V2 0.000135 2.168 1 -4-0 238.27 10.4000 501-6 7.068 250.00 43.392 Hose Allowance At Source Total(Pt) Route 1 1 ) 488.27 502 9-0 5.6 19.51 1 (See Notes) 29-0 120 12.139 Route 2 Sprinkler, 2E(2-0), P0(5-0), fd(68-0) 77-0 0.124306 -11.416 3 35 4 19.51 1.0490 106-0 13.176 © M.E.P.CAD, Inc. CG�I AutoSPRINK 2018 v13.1.73.0 OFFICE AND BATHROOI 1/4/2018 3:05:57PM Page 7 Job Name: FLOOR AND DECOR Remote Area Number: 5 - OFFICE AND BATHROOMS Date: 1/4/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent 9 ( q Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Length) Fixed Pressure Losses, Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Equiv. Length (Foot) Total (Foot) (psi) Friction(Pf) when applicable, are added directly to (P0 and shown as 13.899 a Pilo -V 4a "a6%% Total(Pt) Route 2 503 9-0 5.6 19.56 1 (See Notes) 26-4 120 12.204 Route 3 82-0 0.124926 -11.416 Sprinkler, 6 35-4 19.56 1.0490 108-4 13.534 2E(2-0), T(5-0), PO(5-0), fd(68 -0) 6 35-4 24.95 2 (See Notes) 36-8 120 14.322 Flow (q) from Route 6 fT(10-0), P0(10-0) 20-0 0.015415 0.686 141 33-9 44.52 2.2030 56-8 0 874 141 33-9 56.58 3 10-9 120 15.882 Flow (q) from Route 5 0.009345 181 33-9 101.10 3.3340 10-9 0.100 181 33-9 35.23 3 10-9 120 15.982 Flow (q) from Route 10 0.016248 223 33-9 136.33 3.3340 10-9 0.175 16.157 Total(Pt) Route 3 504 9-0 5.6 19.68 1 (See Notes) 25-8 120 12.349 Route 4 Sprinkler, 2E(2-0), P0(5-0), fd(68-0) 77-0 0.126293 -11.416 3 35-4 19.68 1.0490 102-8 12.966 13.899 Total(Pt) Route 4 505 9-0 5.6 19.69 1 (See Notes) 25-2 120 12.367 Route 5 Sprinkler, 2E(2-0), P0(5-0), fd(68-0) 77-0 0.126466 -11.416 2 35-4 19.69 1.0490 102-2 12.921 2 35-4 19.27 2 (See Notes) 229-3V2 120 13.872 Flow (q) from Route 1 fT(10-0), P0(10-0) 20-0 0.003483 0.686 261 33-9 19.92 2.2030 249-3'% 0.868 261 33-9 3 10-9 120 15.426 219 33-9 16.33 3.3340 10-9 0.000321 0.003 219 33-9 5.10 3 10-9 120 15.430 Flow (q) from Route 17 179 33-9 21.43 3.3340 10-9 0.000530 0.006 179 33-9 14.81 3 10-9 120 15.436 Flow (q) from Route 16 139 33-9 36.25 3.3340 10-9 0.001401 0.015 (, © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 OFFICE AND BATHROOI 1/4/2018 3:05:57PM Page 8 Job Name: FLOOR AND DECOR Remote Area Number: 5 - OFFICE AND BATHROOMS Date: 1/4/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv.(Foot) Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as a poga*^,o va'u. Fitting Pf Friction Per Unit (psi ) Elev(Pe) Node 2 Elev 2 (Foot) Total FlowLoss (Q) Actual ID Total (Foot) Friction(Pf) 139 33-9 3 10-9 120 15.451 0.001153 88 33-9 111 32.62 3.3340 10-9 0.012 88 33-9 3 11-4 120 15.463 0.000538 34 33-9 El 21.60 3.3340 11-4 0.006 34 33-9 3 12-0 120 15.469 0.000148 17 33-9 10.77 3.3340 12-0 0.002 17 33-9 2 (See Notes) 279-3 120 15.471 PO(10-0) 2fT(10-0), PO(10-0) 40-0 0.001116 -0.000 15 33-9 10.77 2.2030 319-3 0.356 15 33-9 3 12-0 120 15.827 0.000148 32 33-9 IIIII 10.77 3.3340 12-0 0.002 32 33 9 10.83 3 11-3% 120 15.829 Flow (q) from Route 14 0.000538 52 33-9 III 21.60 3.3340 11-3% 0.006 52 33-9 11.02 3 10-9 120 15.835 Flow (q) from Route 15 0.001153 100 33-9 ill 32.62 3.3340 10-9 0.012 100 33-9 23.96 3 10-9 120 15.848 Flow (q) from Route 12 0.003193 141 33-9 1111 56.58 3.3340 10-9 0.034 15.882 Total(Pt) Route 5 506 9-0 5.6 19.77 1 (See Notes) 26-8Sprinkler, 120 12.463 Route 6 2E(2-0), PO(5-0), fd(68-0) 77-0 0.127370 -11.416 7 35-4 19.77 1.0490 103 8 13.205 7 35 4 5.18 2 13-3 120 14.252 Flow (q) from Route 8 0.005283 6 35-4 24.95 2.2030 13-3 0.070 14.322 Total(Pt) Route 6 L© M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 OFFICE AND BATHROOI 1/4/2018 3:05:57PM Page 9 Job Name: FLOOR AND DECOR Remote Area Number: 5 - OFFICE AND BATHROOMS Date: 1/4/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this gstep ) Nominal ID Fittings 8 Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a nagar:,.o value Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 507 9-0 5.6 19.86 1 (See Notes) 28-11'/2 120 12.580 Route 7 Sprinkler, 2E(2-0), P0(5-0), fd(68-0) 77-0 0.128479 -11.416 8 35-4 19.86 1.0490 105-11'% 13.613 8 35-4 20.03 + 3.59 2 (See Notes) 49-11 120 14.777 Flow (q) from Route 9 and 18 fT(10-0), P0(10-0) 20-0 0.014758 0.686 265 33-9 43.48 2.2030 69-11 1.032 16.495 Total(Pt) Route 7 508 9-0 5.6 19.99 1 (See Notes) 24-4 120 12.748 Route 8 Sprinkler, E(2-0), P0(5-0), fd(68-0) 75-0 0.130064 -11.416 9 35-4 19.99 1.0490 99-4 12 920 9 35-4 2 1-111/2 120 14.251 0.000289 7 35-4 5.18 2.2030 1-111/2 0.001 14.252 Total(Pt) Route 8 509 9-0 5.6 20.03 1 (See Notes) 25-8'/2 120 12.792 Route 9 Sprinkler, 2E(2-0), P0(5-0), fd(68-0) 77-0 0.130475 -11.416 8 35-4 20.03 1.0490 102-8% 13.401 14.777 Total(Pt) Route 9 510 9-0 5.6 20.16 1 (See Notes) 24-4 120 12.966 Route 10 Sprinkler, E(2-0), P0(5-0), fd(68-0) 75-0 0.132120 -11.416 10 35-4 20.16 1.0490 99-4 13.124 10 35-4 2 9-8% 120 14.674 0.002076 11 35-4 15.06 2.2030 9-81/2 0.020 11 35-4 20.17 2 (See Notes) 40-21/2 120 14.694 Flow (q) from Route 11 fT(10-0), P0(10-0) 20-0 0.010001 0.686 181 33-9 35.23 2.2030 60-21/2 0.602 15.982 Total(Pt) Route 10 511 9-0 5.6 20.17 1 (See Notes) 24-4 120 12.976 Route 11 Sprinkler, E(2-0), P0(5-0), fd(68-0) 75-0 0.132218 -11.416 11 35-4 20.17 1.0490 99-4 13.134 14.694 Total(Pt) Route 11 �t ©M.E.P.CAD, Inc. ��.;� AutoSPRINK 2018 v13.1.73.0 OFFICE AND BATHROOI 1/4/2018 3:05:57PM Page 10 Job Name: FLOOR AND DECOR Remote Area Number: 5 - OFFICE AND BATHROOMS Date: 1/4/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (c1)Length) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) Fitting (Foot) C Factor Pf Friction Loss Per Unit (psi ) Total(Pt) Elev(Pe) Notes Fitting/Device (Equivalent Fixed PressureLosses, when applicable, are added directly to (Pf) and shown as a ..gafk% •41.14, Node 2 Elev 2 (Foot) Total Flow (0) Actual ID Total (Foot) Friction(Pf) 512 8-0 5.6 20.34 1 (See Notes) 25-4 120 13.186 Route 12 Sprinkler, E(2-0), P0(5-0), fd(68-0) 75-0 0.134195 -11.850 12 35-4 M 20.34 1.0490 100-4 13.464 12 35-4 3.62 2 (See Notes) 53-61/2 120 14.801 Flow (q) from Route 13 fT(10-0), P0(10-0) 20-0 0.004899 0.686 100 33-9 23.96 2.2030 73-61/2 0.360 15.848 Total(Pt) Route 12 139 33-9 2 (See Notes) 225-8 120 15.451 Route 13 PO(10-0) fT(10-0) 20-0 0.000149 -0.686 12 35-4 3.62 2.2030 245-8 0.037 14.801 Total(Pt) Route 13 34 33-9 2 (See Notes) 279-3 120 15.469 Route 14 P0(10-0) 2fT(10-0), PO(10-0) 40-0 0.001127 -0.000 32 33-9 10.83 2.2030 319-3 0.360 15.829 Total(Pt) Route 14 88 33-9 2 (See Notes) 279-3 120 15.463 Route 15 PO(10-0) 2fT(10-0 P010-0) ) 40-0 0.001166 -0.000 52 33-9 11.02 2.2030 319-3 0.372 15.835 Total(Pt) Route 15 9 35-4 5.18 2 (See Notes) 227-4 120 14.251 Route 16 Flow (q) from Route 8 fT(10-0), PO(10-0) 20-0 0.002013 0.686 179 33-9 14.81 2.2030 247-4 0.498 15.436 Total(Pt) Route 16 10 35-4 15.06 2 (See Notes) 229-3'/2 120 14.674 Route 17 Flow (q) from Route 10 fT(10-0), PO(10-0) 20-0 0.000280 0.686 219 33-9 5.10 2.2030 249-31/2 0.070 15.430 Total(Pt) Route 17 261 33-9 16.33 3 10-9 120 15.426 Route 18 Flow (q) from Route 5 0.000019 301 33-9 1111 3.59 3.3340 10-9 0.000 301 33-9 2 (See Notes) 229-31/2 120 15.427 PO(10-0) fT(10 0) 20-0 0.000146 -0.686 8 35-4 3.59 2.2030 249-3%2 0.036 ©M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 OFFICE AND BATHROOI 1/4/2018 3:05:57PM Page 11 Job Name: FLOOR AND DECOR Remote Area Number: 5 - OFFICE AND BATHROOMS Date: 1/4/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step g Nominal ID Fittings & Devices Equiv. Length (Foot)Friction(Pf) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as "e Fitting) (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID (Foot) Total 14.777 a rQD2 vilFw_ Total(Pt) Route 18 ©M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 OFFICE AND BATHROOI 1/4/2018 3:05:57PM Page 12 Job Name: FLOOR AND DECOR Remote Area Number: 5 - OFFICE AND BATHROOMS Eq tt ngs t 2O only Date: 1/4/2018 ie Actual Inside Diameter 4.87 = Factor Schedule 40 Steel Pipe Inside Diameter Value Of C Multiplying Factor 100 130 140 0.713 1.16 1.33 150 1.51 ALV BaIV C CV E Ee2 FDC fig g Ho Hyd Noz PIV PRV sCV St U z Alarm Valve Ball Valve Cross Flow Tum 90° Check Valve 90° Elbow 22V2° Elbow Fire Department Connection Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV BFP cplg DeIV EE fE FN GIoV Hose LtE P1 PO red SFx T WirF Angle Valve Backflow Preventer Coupling Deluge Valve 45° Elbow Flow Device 90° FireLock(TM) Elbow Floating Node Globe Valve Hose Long Turn Elbow Pump In Pipe Outlet Reducer/Adapter Seismic Flex Tee Flow Turn 90° Wirsbo b Bushing BV Butterfly Valve Cr Cross Run DPV Dry Pipe Valve Eel 11'/4 Elbow fd Flex Drop fEE 45° FireLock(TM) Elbow fT FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 Pump Out PrV Pressure Relief Valve S Supply Spr Sprinkler Tr Tee Run WMV Water Meter Valve © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.73.0 OFFICE AND BATHROOI 1/4/2018 3:05:57PM Page 13 /7-F2y, /7(e51 / s��1 Provi.e tem ermanent TABLE OF CONTENTS FA C COVER S` 'EET FA1 . i D2VCr FLACE,M S NT, VI E V 'J _ EE ATTACHMENTS FOR SPEC SI- -TS F 177 c 115 I- IF 177 115 0 H� DEVICE LEGEND C i` INC, V 77 CEILING MOL ,i 1 SCD f, fl WALL MOUNT 177CD WA I - V 115CD STROB OUNT HORN STROBE NT HORN STROBE HORNi STROBE OUNT HORN STROBE OW DOOR HORN STROBE CEILING MOJNT SMOKE DETTCTOR - INTELLIGENT RATE OF RISE CEILING VOUNT H=AT DETECTOR IN L -GAN T -ATE OF RISE IACM; CON ROL MODULE `ARM j EELAY MODULE AIM FACP FACP FAC P FSA- i R VODUL= ICHT MS050-U D BAR COMMUNICATOR U I- STATION - MOT BEAM ANNUNCIATOR DETECTOR, AND REFI -CTOR FIRE ALARM MATRIX orar ire .rotectio ire a I a rm s stem to 471:1;.-4 ACC.. Omenn Without Comments 0 - As Noted in Red - CI Per The Attached Letter • +'Fse plans have beer; reviewed by T'ne Tukwila Fire -er;tion Bureau for conforrnanCe with current City r.;:ards, Acceptance is subject to errors and _ _ j;slor►s which do nor t:u ornze violations of adopted rdaras and ordinance. The responsibliit,y for the . quaCy of design rest totally with the designer. --.-i tions, deletions or revisions to mese drawings after date will void this a cceptance and will require a ..submittal of revised drawings for subsequent approval. reta;:ce p isUr,,C�Ct to Reid cost and inspection by ry��t �r,. T ne- :wily Fire Prevention 8u -eau. 311 I Date: ! (/ 1 By. MANUAL PULL STATION Beam Detector - Blocked Beam Detector - Activated FACP Smoke UK ILA FIRE D PM(TZ : tTf 2M-575-4407 and Mrd ct address for shut- down or restoradon + ppr aL 4 w ile un.er constr e on se:.arate • erm ersion _10.24.1 Panel ID: Location: 5700 - Global Project Values: Project Name: Project ID: Prepared By: Date: ■ ptIonl Floor and Decor JB 12/19/2017 Model: 5700 Add. Fire Alarm Control Panel Volts: 24 VDC Standby Hours: Alarm Mins: Derating Factor. Voltage Drop Warning Threshold % : 24 15 1.5 10 Max NAC Current: 2.5 Amps - Max Panel Current: 2.5 Amps Ckt.# 5700- Circuit Name - 5700 CTRL Panel -- Qty Current Draw Standby Alarm 1 0.200 0.365 SK Photo, Photo -T, PhotoR 1 0.000 0.000 SK SK Ion Heat, Heat -HT, ROR 0.000 0.000 0.000 0.000 SK Beam, Beam -T 6 0.012 SK SK Duct Acclimate 0.000 0.000 0.012 0.000 '4 SK FIRE -CO 0.000 SK Control 0.000 SK Control -6 - 0.000 0.000 0.000 0.000 0.000 SK RelayM on -2 0.000 SK Monitor, Minimon 2 0.001 SK Monitor -2 0.000 SK -- SK Monitor -10 Pull -SA, Pull -DA 0.000 0.000 0.000 0.001 0.000 0.000 SK Relay 0.000 0.000 0.000 SK Relay -6 0.000 SK Zone 0.000 S Zone -6-- `0.000 Wire AWG - & Type - 1000 Ft. -- One -Way Ohms -- EOL Ohms Per Length(ft) Actual Volts Ba %Drop 0.000 0.000' -0.000= - -_- S K -- B224B1 - Isolator Module Isolator Base 0.000 0.000 0.000 0.000 B200SR Sounder Base - 0.000 B200S Intelligent Sounder Base - 0.000 B200SR-LF Low Freq Sounder Base 0.000 13200S -LF Low Freq Sounder Base - 0.000 B224RB RTS151 RTS151KEY RA 100Z - 5860 5824-- - 5496 5895XL 5865-3 5865-4 5880 5883 NAC #1 Relay Base Magnetic Remote Test Key Activated Test Remote LED LCD Remote Annunc. - LCD Remote Annunc. Power Expander Power Expander LED Annunciator (3G) LED Annunciator (4G) LED Drier Module - Relay Module Notification Appl Circuit cfg. NAC #2 Notification Appl Circuit cfg. Total Standby Current (Amps) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.213 0.000 I' 0.000 0.000' 0.000w 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 #14 Solid n 2.52 0.00 20.40 0.000 0.378 Standby Time In Hours 24 0.250 Total Standby AH Required 5.113 0.095 Total Combined AH Required Multiply By The Derating Factor Minimum Battery AmpHours Required 5.21 1.50 7.81 #14 Solid V 2.52 Total Alarm Current (Amps) Alarm Time In Minutes / 60 - - (15 Mins) Total Alarm AH Required - - Command Shortcuts 0.00 20.40 - 0.00% 0.00% Configure Circuits - Print Page SLC ADDRESS LIST 1 BEAv DETECTOR 1 2 BEAM DETECTOR 2 3 BEAU DETECTOR 3 L- BEAM DETECTOR L 5 BEAM DETECTOR 5 6 BEAN. _ DETECTOR 6 _ 7 - FACP SMOKE 8 FACP -UIL_ - 9 TE_CUARD TROUBLE FIRE ALARM MATRIX orar ire .rotectio ire a I a rm s stem to 471:1;.-4 ACC.. Omenn Without Comments 0 - As Noted in Red - CI Per The Attached Letter • +'Fse plans have beer; reviewed by T'ne Tukwila Fire -er;tion Bureau for conforrnanCe with current City r.;:ards, Acceptance is subject to errors and _ _ j;slor►s which do nor t:u ornze violations of adopted rdaras and ordinance. The responsibliit,y for the . quaCy of design rest totally with the designer. --.-i tions, deletions or revisions to mese drawings after date will void this a cceptance and will require a ..submittal of revised drawings for subsequent approval. reta;:ce p isUr,,C�Ct to Reid cost and inspection by ry��t �r,. T ne- :wily Fire Prevention 8u -eau. 311 I Date: ! (/ 1 By. MANUAL PULL STATION Beam Detector - Blocked Beam Detector - Activated FACP Smoke UK ILA FIRE D PM(TZ : tTf 2M-575-4407 and Mrd ct address for shut- down or restoradon + ppr aL 4 w ile un.er constr e on se:.arate • erm ersion _10.24.1 Panel ID: Location: 5700 - Global Project Values: Project Name: Project ID: Prepared By: Date: ■ ptIonl Floor and Decor JB 12/19/2017 Model: 5700 Add. Fire Alarm Control Panel Volts: 24 VDC Standby Hours: Alarm Mins: Derating Factor. Voltage Drop Warning Threshold % : 24 15 1.5 10 Max NAC Current: 2.5 Amps - Max Panel Current: 2.5 Amps Ckt.# 5700- Circuit Name - 5700 CTRL Panel -- Qty Current Draw Standby Alarm 1 0.200 0.365 SK Photo, Photo -T, PhotoR 1 0.000 0.000 SK SK Ion Heat, Heat -HT, ROR 0.000 0.000 0.000 0.000 SK Beam, Beam -T 6 0.012 SK SK Duct Acclimate 0.000 0.000 0.012 0.000 '4 SK FIRE -CO 0.000 SK Control 0.000 SK Control -6 - 0.000 0.000 0.000 0.000 0.000 SK RelayM on -2 0.000 SK Monitor, Minimon 2 0.001 SK Monitor -2 0.000 SK -- SK Monitor -10 Pull -SA, Pull -DA 0.000 0.000 0.000 0.001 0.000 0.000 SK Relay 0.000 0.000 0.000 SK Relay -6 0.000 SK Zone 0.000 S Zone -6-- `0.000 Wire AWG - & Type - 1000 Ft. -- One -Way Ohms -- EOL Ohms Per Length(ft) Actual Volts Ba %Drop 0.000 0.000' -0.000= - -_- S K -- B224B1 - Isolator Module Isolator Base 0.000 0.000 0.000 0.000 B200SR Sounder Base - 0.000 B200S Intelligent Sounder Base - 0.000 B200SR-LF Low Freq Sounder Base 0.000 13200S -LF Low Freq Sounder Base - 0.000 B224RB RTS151 RTS151KEY RA 100Z - 5860 5824-- - 5496 5895XL 5865-3 5865-4 5880 5883 NAC #1 Relay Base Magnetic Remote Test Key Activated Test Remote LED LCD Remote Annunc. - LCD Remote Annunc. Power Expander Power Expander LED Annunciator (3G) LED Annunciator (4G) LED Drier Module - Relay Module Notification Appl Circuit cfg. NAC #2 Notification Appl Circuit cfg. Total Standby Current (Amps) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.213 0.000 I' 0.000 0.000' 0.000w 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 #14 Solid n 2.52 0.00 20.40 0.000 0.378 Standby Time In Hours 24 0.250 Total Standby AH Required 5.113 0.095 Total Combined AH Required Multiply By The Derating Factor Minimum Battery AmpHours Required 5.21 1.50 7.81 #14 Solid V 2.52 Total Alarm Current (Amps) Alarm Time In Minutes / 60 - - (15 Mins) Total Alarm AH Required - - Command Shortcuts 0.00 20.40 - 0.00% 0.00% Configure Circuits - Print Page - Permit Set a)cc-- 0 12/19/2017 Wa) 5 A TECHNOLOGY ty AR 5 Alarm Technology PO Box 9351 Tacoma, WA 98490 - 253-565-3932 - 5AIarmTech.com A Scale: C �E w eflector `VcD!� (, eflector Reflector O Reflector f f r F 00:R C 88, 784 S . (EXISTING `US,gBLE AREA) 86,337 S.F. _f- 230'-0" 0 0 c0 0 L CO C - 0 L 0 a) co Q "0 O Q L . Q O LLr 1- 0 U voininei O 1 —a r - 5 ALARM TECHNOLOGY 5 Alarm Technology PO Box 9351 Tacoma, WA 98490 253-565-3932 5AIarmTech.com o_ co E UCREDT - r €K.OSK eflector - - - P =FAC FACP1 / —o FAI.O Scale: 1„8 Permit Set 1 r.4-, C13 CI - O N C3) N - r� rX N 0 L CO C - 0 L 0 a) co Q "0 O Q L . Q O LLr 1- 0 U voininei O 1 —a r - 5 ALARM TECHNOLOGY 5 Alarm Technology PO Box 9351 Tacoma, WA 98490 253-565-3932 5AIarmTech.com o_ co E UCREDT - r €K.OSK eflector - - - P =FAC FACP1 / —o FAI.O Scale: 1„8 SEISMIC CODE BLOCK ANCHORAGE TO FLOORS, ROOFS, ETC. SEISMIC DESIGN CATEGORY ( D ) SWAY BRACING ON CONST I DOCUMENTS SUBSEQUENT SUBMITTAL LOCATION OF PROFESSIONALLY SEALED ANCHORAGE AND SWAY BRACING DETAILS NOT PROVIDED NOT[PROVIDED DRAWING NO. OR SEPARATE PROVIDED PROVIDED SHOP DRAWINGS SPEC. SECTION ( PERMIT& PLANS I X N/A X COMMENTS N/A I SS=1.44/op =0.68 A F T.. Fasteners (as required Fasteners `-! (as required) Band hanger • Swivel attachment Swivel attachment Restraint rod t,'r _ 400 -Hanger rod Restraint rod Lr = 400 Band hanger Band y - hanger a»- 6 in. (152 mm) maximum FIGURE;t.9.3.6.1(5)(6) Hangers. 1lith'Ihreculed Rod Fere JriaRestraint of Branch Lines. led to Pipe. Used in ("t',nbn:atirita TABLE 9.3.6.4(a) Maximum Spacing Restraints ft 1) of Steel Pipe Pipe (in.) Seismic Coe„ jJieie�rt, ,}1, SYMBOL 0.5<C< 0.71<C. K -FACT. (mm) C <_ 0.50 0.71 5 1.40 1 > 1.40 1/2 (15) 34 (10.3) 29 (8.8) 20 (6.1) 18 (5.5) 34 (20) 38 (11.6) 32 (9.7) 23 (7.W 20 (6.1) 1 (25) 43 (13.1) 36 (11.0) 26 (7.9 22 (6.7) 1'/.x(32) 46(14.0) 39(11.9) 27(8.2) 24(7.3) 11/2 (40) 49 (14.9) 41 (12.5) 29 (8.8) 25 (7.6) 2 (50) 53 (16.1) 45 (13.7) 31 (9.4) 27 (8.2) PROJECT HEAD COUNT RECEIVING STOCK AREA & SALES FLOOR SYMBOL MAN SIN K -FACT. TYPE SIZE RESP. FINISH TEMP NOTE QUANTITY N GLOBE GL1121 11.2 UPRIGHT % QUICK BRONZE 286°F 967 ® GLOBE GL5601 5.6 PENDENT % QUICK WHiTE 155°F RECESSED 35 GLOBE GL5632 5.6 SIDEWALL 1/2 STANDARD BRASS 286°F 13 TOTAL=1015 ZONE 1 HEAD COUNT ZONE 2 HEAD COUNT ZONE 3 HEAD COUNT SYMBOL MAN SIN K -FACT. TYPE SIZE RESP. FINISH TEMP NOTE QUANTITY SYMBOL MAN SIN K -FACT. TYPE SIZE RESP. FINISH TEMP NOTE QUANTITY SYMBOL MAN SIN K -FACT. TYPE SIZE RESP. FINISH TEMP NOTE QUANTITY GLOBE GL1121 11.2 UPRIGHT % QUICK BRONZE 286°F 295 O GLOBE GL1121 GL5601 11.2 5.6 UPRIGHT PENDENT % 1/2 QUICK QUICK BRONZE WHITE 286°F 155°F RECESSED 364 14 0 I) GLOBE GLOBE GL1121 GL5601 11.2 5.6 UPRIGHT PENDENT % 1/2 QUICK QUICK BRONZE WHITE 286°F 155°F RECESSED 308 16 GLOBE GL5601 5.6 PENDENT 1/2 QUICK WHITE 155°F RECESSED 5 4rGLOBE GLOBE GL5632 5.6 SIDEWALL 1/2 STANDARD BRASS 286°F 3 GLOBE GL5632 5.6 SIDEWALL 1/2 STANDARD BRASS 286°F 4 GLOBE GL5632 5.6 SIDEWALL 1/2 STANDARD BRASS 286°F 5 TOTAL = 303 TOTAL = 382 TOTAL = 329 Tol-Brace Seismic Calculations Project Address: FLOOR AND DECOR TUKWILLA. WA MFP DESIGN, LLC 3356E VALLEJO CT GILBERT, AZ 85298 480-506-9271 NICET IV 104478 Tot -Brace Seismic Calculations Project Address: FLOOR AND DECOR TUKWILLA, WA MFP DESIGN, LLC 3356 E VALLEJO CT GILBERT, AZ 85298 480-505-9271 NICET IV 104478 Tol-Brace Seismic Calculations B -Line by E•iij J Project Address: FLOOR AND DECOR MFP DESIGN, LLC 3358 E VALLEJO CT GILBERT, A2 85298 480-606 9271 NICET Iv 104478 B -Line by Eaa Calculations based on 2016 NFPA Pamphlet 011 Cakuta6ons based an 2016 elf PA PampMat a13 C,kulaboms based an 2016 NFPA Pamphlet 413 Brace Information 66dado m Spacing 44' 0" (1341 m) Maximum Brats Length 7' 0" (2 13 m) Bracing Material 1' Sch 40 Angle from Vertical 45° Min Tolco Brace Components Tolco Component Fig. Number Fig 4LA Game Fog 980 Universal Swivel Brace Information Tolco Brace Components Brace Information Tolco Brace Components Adjusted Load 707105 (321 kg) 1425 lbs (646 kg) "Crcurei°n 8exd °n cONCEN'R,C L acorg 'Pleas, Nota These carcua:ona se for Taco oo.nponeros omy Use or any other components wads Moss calq:iators aW the bs:,n9 o• the asumNy LIR Value Max Horizontal Load Force Factor (Cp( 200 1310 lbs (594 kg) 068 Assembly Detail Maximum Spacing 15' 0" (4.57 m) Maximum &ace Length r 0' (2 13 m) Bracing Material Angle from Vertical Least Rad. of Gyration UR Value Mae Horizontal Load Force Factor (Cp) 0 68 1" Sch 40 45' Min. 0 42" (11 mm) 200 1310lbs (594 kg) Tolco Component Fig. Number Fg 1001 Clamp Fig 980 Universal Swivel Adjusted Load 1131 lbs 1513 kg) 1425 Ws (646 kg) -Cax:uoion Based on CONCENTRIC Lindsey -Please Nom ',nese ca,cu^aoons are for taco components wary Use of any other Cpn{)ans-'ts yogis those calculators and die 'tong Or the assemby Assembly Detail Maximum Sparing 25' 0- (7-62 m) Maximum Brace Length T 0- (2 13 m) Bracing Malertal Angle from Vertical Least Rad. of Gyration TOICO FiG. 980-., UNIVERSAL SWAY BRACE -••,, AIIACHMENT STEEL PIPF--•,, LIR Value Max Horizontal Load Force factor (Cp) 1' SCh 40 45' Min 042"(11 mm) 200 1310 lbs (594 kg) 068 Tolco Component Fog. Number Fg 1001 Clang Fig 980 Universal Swivel Adjusted Load 113111 (513 kg) 142565645691 'Caicutauon Bases on CONCENTRIC Loa0n9 'Please Nie These raflu.acros are fdr Toka components only Osa d .te,y other cornponerts ,-mos !Mese caiculatons and the hshr:g of 9.4 assembly Assembly Detail rOLCO FIG. 980 UNIVERSAL SWAY BRACE A TT ACHt'IENT Fastener Information Fastener Onentation NFPA Type E 400 lbs (181 kg) 1/24t Length 4-1/2111 Type Lag -Screw Maximum Load Fastener Information Fastener Orientation Maximum Load Diameter NFPA Type E 720 lbs (327 kg) 5(8in (16 mm) !Annum 4s Wood Member Ll Through -Bolts -Fig 906 TOLCO FIG. 1001 IAST (1 AMP Fastener Information Fastener Orientation Maximum Load Diameter Length NFPA Type E 400163 (181 kg) 1/2m. 4-1)2in Lag -Screw STEEL PiPE-. TOLCO FIG. 1001 FAST CLAMP Braced Pipe: 4' Sch.7 Steel Pipe Size and Type of Pipe Brace Identification on Plans LNG40 Onentation of Brace Longaudmal Load Information Braced Pipe: 3" Sch.7 Steel Pipe Brace Identification on Plans LAT30 Orientation of Brace Load Information Lateral Braced Pepe: 4" Sch.7 Steel Pipe Brace Identification on Plans LA -r40 Orientation of Brace Load Information Lateral 4" Sch 7 Slee! Pipe ;101 6 mn1) Total Length 445 (13.4 m) Total Calculated Load 325 !tis (147 kg) Size and Type of Pipe 3' Sch 7 Slee! Pipe ;'6.2 mm) 2" Sch 7 Steel Pipe (50.8 mint Total Length 15ft t4 6 fill Total Calculated Load 731bs(33 kg) Size and Type of Pipe Sch 7 Steel Pipe (101 6 mm) Total Length 255 17.6 m) Total Calculated Load 185)bs 184 k9) 472 lbs (214 kg) Percentage added for Firings and Sprinklers 49 lbs (22 23 kg) Percentage added tor Fatxgs and Spnnklets Total Adjusted Load of all pipe within Zone of influence 1Td8rac a aorta) 374 bis (170 kg: 82165(372 kg; Percentage added for Filings and Sprinklers 2811(12.7 kg) Total Adjusted Load of all pipe within Zone of Influence rrai-Brace Wotan 61 212 ies (96 kg) (id�race *Nron 51 Tol-Brace Seismic Calculations Hydrant Flow Test Report Test Date 3/14/2017 Location Ashley Furniture 17601 Southcenter Parkway Tukwila, WA Test Time 7:30 AM Tested by Jarron Gass P.E., Telgian Corporation Michael Cusick, P.E., City of Tukwila Public Works Notes Read private hydrant in front of store in parking lot. Flow private hydrant at north front corner of store along fire access lane. Flow downstream of 10' Ames C300 DDC psi 175 140 105 70 35 0 Flow Hydrant(s) Outlet Elev Size C Read Hydrant 146 psi static pressure 84 psi residual pressure 27 ft hydrant elevation Pitot Pressure Flow #1 27 4.5 .747 Flow Graph 44 2994 gpm = RECEIVING STOCK AREA & SALES FLOOR RESTROOMS/OFFICES/BREAKROOM/DATA/CORRIDOR CLASSIFICATION: CLASS HV COMMODITIES TO 16 -FEET / GROUP A PLASTICS TO 5 -FEET 4392.7 gpm at 20 psi DENSITY: 0.33 GPM/SQ. FT. DENSITY: 0.15 GPM/SQ. FT. MINIMUM CALCULATION AREA: 2,000 SQ. FT. MINIMUM CALCULATION AREA: 1,500 SQ. FT. MAX. COVERAGE PER SPRINKLER: 100 SQ. FT. MAX. COVERAGE PER SPRINKLER: 130 SQ. FT. HOSE STREAM ALLOWANCE: 500 GPM HOSE STREAM ALLOWANCE: 250 GPM NFPA #13 FIGURE 16.2.1.3.2(0) REQUIRES A 0.495 DENSITY FOR 20 FT OF NON -ENCAPSULATED CLASS IV COMMODITIES ON SINGLE AND DOUBLE ROW RACKS WHEN PROTECTED BY HIGH TEMPERATURE (286 -DEGREE) SPRINKLERS AND PROVIDED WITH 8 -FOOT AISLES. FIGURE 16.2.1.3.4.1 ALLOWS THE 0.495 DENSITY TO BE REDUCED TO 66% FOR 16 -FEET OF STORAGE. THIS RESULTS IN A DENSITY OF 0.33 (0.495 X 0.666 = 0.33). A 2,000 SQ. FT. REMOTE AREA IS REQUIRED. 01000 2000 3000 gpm 4000 5000 MFP DESIGN, LLC 3356E VALLEJO CT GILBERT, AZ 85298 480-605-9271 NICET iV 104478 ToI-Brace Seismic Calculations MFP DESIGN, LLC 3356 E VALLEJO CT GILBERT, AZ 85298 480-506-9271 WET N 104478 Brace Information Maximum Spacing 45' 0' (13 72 m) Maximum Brace Length T 0- (2 13 m) Bracing Material 1- Sch 40 Bracing Angie from Vertical Least Rad. of Gyration UR Value Max Horizontal Load Force Factor (Cp) 45' Min 0 42"(11 min) 200 1310 Ras (594 kg) 0 68 Tolco Brace Components Tolco Component Fig. Number Fg 4LA Clamp Fg 980 Universal Swivel Brace Information Tolco Brace Components Adjusted Load 707 lbs (321 kg) Maximum Spacing 65 0" (19 81 m) Maximum Brace length 7' 0" (2 13 m) Tolco Component Fog. Number Fg 4LA Damp 142518s (646 k9) 'Caro atop Basra on C05KIEN'RIC Loading "Ill ease Note tress cacwabors are for Taco components only Use of any otter components vo,as thew: tabulators and the NEIN of the assembly Assembly Detail Bracing Material Angle from Vertical Least Rad. of Gyration LJR Value Max Horizontal Load Force Factor (Cp) 1' Sch 40 45' Mtn 0.42" (11 mm) 200 13101b5 (594 1(9) 068 Fig 980 Universal Swivel Adjusted Load 707 lbs (321 kg) 1425 lbs (646 k9) 'Carcuianon Based on CONCENTRIC Loaor^g "Please Note ?Terse caicu,abona are for Taco components only Use of any other components 80th these ceicular<»s and Pre Irving of the assembly Fastener Information Fastener Orientation Maximum Load Otameter NFPA Type E 400 )tis (181 kg) 1/2m_ 4-12tn. Lag -Screw Fastener Information Fastener Onentation Maximum Load Diameter NFPA Type E 400 lbs (181 kg) 1/2in. 4-1(2in Lag -Screw Braced Pipe: 2.5" Sch-7 Steel Pipe Size and Type of Pip. Brace Identification on Plans LNG2S Orientation of Brace Load Information Brace Menthen on Plans LNG30 Langiludrnal Braced Pipit: 3- Sch.7 Steel Pipe Load Information 2 5` Sch 7 Steel Pipe (63.5 inmi Total Length 45ft(137m) Total Calculated Load 156 OTs ;71 k9) Sch 7 Steel Pipe (76 2 mn1) Total Length 65ft (19 8 m) Total Calculated Load 317165(14469) Percentage added tot Fitlrgs and Sprinklers 23 lbs i 10 43 kg Percentage adoed for Fittings and Spnnktets 48 grs (21 77 k9) Total Adjusted Load of all pipe within Zone of Influence (Tor -Brace Vemron 81 1806-8ra.x Vinton a1 THE BUILDING ROOF STRUCTURE IS 14" GLULAM BEAMS FRAMED INTO 36" GLULAM BEAMS. THE 14" GLB ARE 8' ON CENTER. THE 36" GLB ARE 21'6" ON CENTER. THE SPRINKLER SYSTEM DESIGN UTILIZES PANEL CONSTRUCTION DEFINITIONS TO CLASSIFY THE ROOF STRUCTURE AS OBSTRUCTED CONSTRUCTION. THIS PERMITS THE SPRINKLER DEFLECTORS TO BE LOCATED 1-6" BELOW THE BEAM, NOT TO EXCEED 22" IN DEPTH. WITH THE 14" GLULAM BEAMS, THE MAXIMUM DEFLECTOR DEPTH SHALL NOT EXCEED 20" BELOW THE DECK (6" BELOW THE GLB) FLEXIBLE SPRINKLER FITTING 1 rr„p 3a; e: L r is Stip fr_rt !e Strain,,t:sr; S. Spr;rk;+2r Rc a:);-er Figure 1 Sor;rk: .i ti= t riexihle ._-F,e51. er F:t t r5 5i:rnrzkter• Figure 2 (concealed sprinkler shown) $rCr- • t Cr fp y r o'" F'O.ree r,t e prink P'r s PS tri 'i' Ear g\.- P1:r^'t^:srs 3' 0, 1.76.2 or". 1--f €3C.:IS Be, -,0)^ ,ri-i, 1. -LUrg 3ra lee t ur, Asset -sly r0t- CO✓iCpalFS Sr:,ioklers Figure 3 (concealed sprinkler shown) 3' Bend 'oo �> E xar^r, (elan M/Meosore to the n3•. Sur fore or' o' -e kart h, GENERAL NOTES THE INSTALLATION AND MAINTENANCE OF SPRINKLER SYSTEMS SHALL BE IN ACCORDANCE WITH IFC 2015 WIAMENDMENTS, NFPA 13 (2016 EDITION) AND THE LOCAL FIRE DEPARTMENT. ALL SPRINKLER PIPING TO BE PER NFPA 13 AND LOCAL FIRE DEPT THREADED PIPE: SCH 40, BLACK WITH THREADED , GROOVED AND WELDED FITTINGS. GROOVED PIPE: SCH 07 EDDYFLOW, BLACK WITH WELDED AND GROOVED FITTINGS ALL THREADED FITTINGS TO BE CAST OR DUCTILE IRON ALL HANGERS, MATERIALS, DEVICES AND INSTALLATION TO BE IN ACCORDANCE WITH it:FPA 13 AND LOCAL AHJ. ALL AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL BE HYDRAULICALLY CALCULATED PER NFPA 13 AND LOCAL FIRE DEPT. ALL NEW PIPING SHALL BE HYDROSTATICALLY TESTED AT NOT LESS THAN 200 PSI FOR 2 HOURS (OR AT 50 PSI IN EXCESS OF THE MAXIMUM PRESSURE WHERE THE MAXIMUM PRESSURE EXCEEDS 150 PSI) ALL SYSTEMS SHALL BE MONITORED 24 HOURS A DAY BY A CENTRAL STATION. ALL ELECTRICAL DEVICES REQUIRING POWER SHALL BE WIRED BY OTHERS. A SPARE STOCK OF SPRINKLERS SHALL BE MAINTAINED ON THE PREMISES WITH THE APPROPRIATE HEAD WRENCHES. FIELD LOCATE ALL LOW POINT DRAINS. FIRE PROTECTION DESIGN CRITERIA RECEIVING STOCK AREA & SALES FLOOR RESTROOMS/OFFICES/BREAKROOM/DATA/CORRIDOR CLASSIFICATION: CLASS HV COMMODITIES TO 16 -FEET / GROUP A PLASTICS TO 5 -FEET CLASSIFICATION: ORDINARY HAZARD GROUP 1 DENSITY: 0.33 GPM/SQ. FT. DENSITY: 0.15 GPM/SQ. FT. MINIMUM CALCULATION AREA: 2,000 SQ. FT. MINIMUM CALCULATION AREA: 1,500 SQ. FT. MAX. COVERAGE PER SPRINKLER: 100 SQ. FT. MAX. COVERAGE PER SPRINKLER: 130 SQ. FT. HOSE STREAM ALLOWANCE: 500 GPM HOSE STREAM ALLOWANCE: 250 GPM NFPA #13 FIGURE 16.2.1.3.2(0) REQUIRES A 0.495 DENSITY FOR 20 FT OF NON -ENCAPSULATED CLASS IV COMMODITIES ON SINGLE AND DOUBLE ROW RACKS WHEN PROTECTED BY HIGH TEMPERATURE (286 -DEGREE) SPRINKLERS AND PROVIDED WITH 8 -FOOT AISLES. FIGURE 16.2.1.3.4.1 ALLOWS THE 0.495 DENSITY TO BE REDUCED TO 66% FOR 16 -FEET OF STORAGE. THIS RESULTS IN A DENSITY OF 0.33 (0.495 X 0.666 = 0.33). A 2,000 SQ. FT. REMOTE AREA IS REQUIRED. STOCKING ARRANGEMENT: RACKING ARRANGEMENT CLASS I-IV PRODUCT: 16 FT STORAGE MAXIMUM HEIGHT WITH SiNGLE AND DOUBLE ROW FIXED RACKS. GROUP A PLASTICS SOLID PILES ON THE FLOOR, NOT GREATER THAN 5 FEET HIGH WITH 8 FEET AISLES. FLUE SPACES IN 8E1WEEN RACKS MUST BE MAINTAINED AT 6" TRANSVERSE AND 0" OF LONGITUDINAL OR 3" OF TRANSVERSE AND 6" LONGITUDINAL. PROJECT 1 J `'T VICINITY AP NTS L LAG SCREW 3/8"X2 1/2" FOR 2" & SMALLER PIPE 1/2" X 3" FOR 2 1/2" & LARGER PIPE SIDE BEAM BRACKET TAPPED HOLE PIPING CAN BE PARALLEL OR PERPENDICULAR TO TJI'S. • WOOD BEAM 3/8" ATR(MAX 4" PIPE) 1/2" ATR(MAX 6" PIPE) RING HANGER HANGER HA SIDE BM BRACKET 3/8" WELDED END TABS RING HANGER - ATR PER NFPA -- SIZE PER NFPA RING HANGER -- HANGER T PIPE TRAPEZE 112" x 0-12" ATR, NUTS AND WASHERS MAXIMUM LOAD FOR ATTACHMENT: = 620 lbs PER NFPA #13 FIGURE 9.3.5.9.1. <' TRIM ATR TO FIT TO BEAM ..1 r 1" BRACE PIPE 7'-0" MAXIMUM LOAD = 2500 lbs: VA" BRACE PIPE 7'-0" MAXIMUM LOAD = 3385 lbs. i ,/ 45 TO 59 DEG. It r - MAXIMUM HORIZONTAL LOAD RATING .1 TOLCO FIG. 4A PIPE CLAMP = 2015 lbs. LONGITUDINAL SWAY BRACE WOOD CONNECTION TYPE -WA r-a-GLB TOLCO FIG. 980 SWAY BRACE END MAXIMUM LOAD RATING = 2765 lbs. 112" x 0-6" ATR, NUTS AND WASHERS MAXIMUM LOAD FOR ATTACHMENT: = 620 PER T.J.M. DETAILS i 1" BRACE PIPE © 7'-0" j // MAXIMUM LOAD = 2500 lbs. 1%" BRACE PIPE T-0" MAXIMUM LOAD = 3385 lbs.' 45 TO 59 DEG. TOLCO FIG. 980 SWAY BRACE END MAXIMUM LOAD RATING = 2765 lbs, MAXIMUM HORIZONTAL LOAD RATING TOLCO FIG. 1000 SWAY BRACE 2.5"-4" = 2015 lbs. TOLCO FIG. 1001 SWAY BRACE 6"-8" = 2015 lbs. FOR 1" BRACE PIPE TOLCO FIG. 1001 SWAY BRACE 6"-8" = 2765 lbs. FOR 11" BRACE PIPE LATERAL SWAY BRACE WOOD CONNECTION TYPE -WA • GLB if fir -=2-L _. .. x. 1:3 ilklithOUt L 6A3 r<1 -ter? Per The `+ t tcr c7:2 rI YS i b)V` ,fir F€v i rCC: �,>.'_t;l rS e_ Fr .f ., .,. �ri,>_: _. c ,.:t.t tits/ r;..-, - - = --- - -- ' rr�-.tt' 1.. .j ri f'�Lr '' Cit-; ..: ! ^c:. - - . . - r 117T "''1jv.'.rt, it L ..... - - i'.iet{".!'! -..._ _„ _ --_ - - r:-- dvetllr !Ua1 til: _�L:, i✓ sty: l - y -1 3 $y: r7;^_ -s a ,+1 -ter. x =-r T u rid! ta4 1 . i6: • rr 2 RED HAWK FIRE PROTECTION, LLC 801 VALLEY AVE NW, SUITE D PUYALLUP, WA 98371 P40NE: (253) 840-9900 FAX 1800) 591-4382 WA CL# REDHAHF901 OP NICET Stamp IP WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye 9419-0815-C LEVEL 3 Red Hawk Fire Protection. L.L.C. REDHAHFQP �-�//j�/ tttl,narturo 12/22/2017 Onto 1 r - a Approvals Required TUKWILLA FIRE OWNER /ARCHITECT Revisions 1 -12,21.17 Architect/Engineer Review Contract With' HORIZON RETAIL CONST. 1500 HORIZON DRIVE STURTEVANT, WI 53177 PROJECT MGR: DAVE DEMARCO Phone: (262) 638-6000 Email: daved@horizonretail.com CDntract Name: Floor and Decor 17601 SOUTHCENTER PKWY TUKWILLA, WA 98188 Drawing Title FIRE SPRINKLER NOTES AND DETAILS Key Plan Date: Job Number: Designer: Building Permit: December2l, 2017 40107 Richard Moye ENTIRE 1? Drawing No. FP 1.0 4x3" GRV'D REDUCING COUPLING 4x3" GRV'D REDUCING COUPLING FLEX COUPLING (TYP) /— ZONE 3 RISER `- ZONE 2 RISER 2" DRAIN DISCHARGE PIPE STAN ZONE 1 RISER 2" TEST AND DRAIN (TYP 3) 4" WATERFLOW SWITCH (TYP 3) 4" CHECK VALVE (TYP 3) 6" GRV'D B'FLY VALVE 6" HEADER FOR FORWARD FLOW TEST OF BFP 10"x6" GRV'D REDUCER 0 SYSTEM RISER ASSEMBLY 0'/2 = 1 Foot EXISTING 10" SPIGOT 2'/2" HOSE VALVE 2W' HOSE VALVE 2'/2" HOSE VALVE Hydraulically Most Demanding Area Remote Area 1 - ZONE 3 OCCUPANCY CLASSIFICATION STORAGE - LOADING DOCK/OVERHEAD DENSITY (GPM/FT2) 0.33 FOR 2000.00FT2 (ACTUAL 2031.44FT2) TOTAL HOSE STREAMS 500.00 TOTAL HEADS FLOWING 23 TOTAL WATER REQUIRED 1324.11 TOTAL PRESSURE REQUIRED 88.079 BASE OF RISER (GPM) 824.11 BASE OF RISER (PSI) 76.881 SAFETY MARGIN (PSI) +43.836 (33.2%) t C i N 47-0 43-0 (3) 1" BALL VALVE & PLUG FOR MANUAL VENT ZONE 3 +/- 28000 SQ FT INSTALL BRANCH LINE RESTRAINT ALONG THIS MEMBER 43-0 INSTALL BRANCH UNE RESTRAINT ALONG THIS MEMBER i 6'-10 1 2 21-0 ato' 15-5 1 2 21-0 2 21-0" Iva 3-1 N '4 N E 2 12-0 7-1 3 5-9 4-6' 6 I 2-1 3.1 311 2 21-0 9_121-0 - 7-1 2-1 3-1 MENS 9-1 9.1 2 21-0 9- 2 Et r- xx1 21-0' 4 7-7' 1 9- 2 21-0` 9-1 7.7 SST MGR 3.3'4- 2-1 1-21 44 - 1-5 VAULT 1 9-1 1 2? -0 = It 12-0 N2 9-1 2-0 11/2 3.7 i 2 21-0 a G 4" TEST HEADER CONTROL (C.) BFP TEST ASSEMBLY 01/2" = 1 Foot H ti 0-6'h TRAINING 7.6" 3 4 42 9.1 I °ORDINATE TO RELOCATE RETURN Ali GRILLE 9- 2 1-0 ELECTRIC ELECTRIC BELL ipCI®0®® 13-572 2 21-0 s &7 8-7 N --OM 111111.-1111M-1.1111-11111111 11111111-111111111-IMM-� 9 N GNO9 2 M � SOUTHEAST OVERHEAD SPRINKLER PLAN SCALE: 1/8" = 1'-0" 2 2 27 2 i a MATCHLINE SEE SHEET FP2.10 MATCHLINE SEE SHEET FP2.12 2 2 LAG SCREW 3/8"X2 1/2" FOR 2" & SMALLER PIPE 1/2" X 3" FOR 2 1/2" & LARGER PIPE SIDE BEAM BRACKET TAPPED HOLE PIPING CAN BE PARALLEL OR PERPENDICULAR TO TJ I'S. r -WOOD BEAM d z 2 3/8" ATR(MAX 4" PIPE) 1/2" ATR(MAX 6" PIPE) RING HANGER HANGER HA SIDE BM BRACKET 3/8" WELDED END TABS !I � 1 RING HANGER — SIZE PER NFPA RING HANGER HANGER T PIPE TRAPEZE ATR PER NFPA 1/2" x 0-12" ATR, NUTS AND WASHERS MAXIMUM LOAD FOR ATTACHMENT: = 620 lbs PER NFPA #13 FIGURE 9.3.5.9.1 TRIM ATR TO FIT TO BEAM 1" BRACE PIPE @ 7'-0" MAXIMUM LOAD = 2500 lbs. 1'%" BRACE PIPE 7'-0" MAXIMUM LOAD = 3385 lbs. r() i MAXIMUM HORIZONTAL LOAD RATING TOLCO FIG. 4A PIPE CLAMP = 2015 lbs. 45 TO 59 DEG. GLB TOLCO FIG. 980 SWAY BRACE END MAXIMUM LOAD RATING = 2765 lbs. LONGITUDINAL SWAY BRACE WOOD CONNECTION TYPE -WA 1/2" x 0-6" ATR, NUTS AND WASHERS MAXIMUM LOAD FOR ATTACHMENT: = 620 lbs PER T.J.M. DETAILS 1" BRACE PIPE it 7'-0" MAXIMUM LOAD = 2500 lbs— 11/4" BRACE PIPE 7'-0" MAXIMUM LOAD = 3385 lbs. / 45 TO 59 DEG. j a" j TOLCO FIG. 980 SWAY 1��- i BRACE END j MAXIMUM LOAD RATING = 2765 lbs. MAXIMUM HORIZONTAL LOAD RATING TOLCO FIG. 1000 SWAY BRACE 2.5"-4" = 2015 lbs. TOLCO FIG.1001 SWAY BRACE 6"-8" = 2015 lbs. FOR 1" BRACE PIPE TOLCO FIG.1001 SWAY BRACE 6"-8" = 2765 lbs. FOR 11/4" BRACE PIPE LATERAL SWAY BRACE WOOD CONNECTION TYPE -WA 11� GLB RED HAWK FIRE PROTECTION, LLC Eifree 801 VALLEY AVE NW, SUITE D PUYALLUP, WA 98371 PHONE: (253) 840-9900 FAX (800) 591-4382 WA CL# REDHAHF901 QP N ICET Stamp e WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye 9419-0815-C LEVEL 3 Red Hawk Fire Protection, L.L.C. REDHAHFQP 12/22/2017 Data Approvals Required TUKWILLA FIRE OWNER /ARCHITECT Revisions 1 -12.21.17 Architect/Engineer Review Contract With: HORIZON RETAIL CONST. 1500 HORIZON DRIVE STURTEVANT, WI 53177 PROJECT MGR: DAVE DEMARCO Phone: (262) 638-6000 Email: daved@horizonretail.com Contract Name: Floor and Decor 17601 SOUTHCENTER PKWY TUKWILLA, WA 98188 Drawing Title SOUTHEAST OVERHEAD SPRINKLER PLAN Key Plan Date: Job Number: Designer: Building Permit: December 21, 2017 40107 Richard Moye ENTIRE Drawing No. FP 2.10 . • 4 1 1 43-0 5 43-0 ZONE 3 +/- 28000 SQ FT INSTALL BRANCH LINE RESTRAINT ALONG THIS MEMBER 2 z1 -o 8-11, 7-2% INSTALL BRANCH LINE RESTRAINT ALONG THIS MEMBER 4- 8-1% 6 r- INSTALL BRANCH LINE RESTRAINT ALONG THIS MEMBER 47-0 INSTALL BRANCH LINE RESTRAINT ALONG THIS MEMBER 43-8 INSTALL BRANCH LINE RESTRAINT ALONG THIS MEMBER 2 a 143 8-1% ,_•,eo43" 8 -Th 2 21-0 2 1 2 8- 2-0 132, 1-0 6-7 1-6 81'h 81h 3-2'4 e -'Q SLV� 2 GL01 13-1 8-1% 2 21-0 8-1% • 2 1-0 8-th L 10 43% 8 -Th 2 21-0 2, 21-0 41 +,, 1.$p 47 1.6 8-1`451>NC) NN 5-2% 2-11 4 ^St1 O 2 1-0s 13-1 8-11/2 3-2'h � � 45% 8-11 34) L02 aI N 2 2 A B 2 2 2 20-7 6-4 2 21-0 9.1SOc'�S7 2 13-1 GLO3 1 1 2? -0 1 2 21-0 1 1 1 R 1 1 1 9- 2 21-0 4-9 9-1 4-4 4-9 2 21-0 9-1 2 2 21-0 21-0 4-9 9-1 1 2 21-0 1 � 1 1 1 1 1 2 1 1 1 1 1 2 1 21-0 1 9 44 1 1 4-4 49 8 4-4 4-9 1 2 21-0 9-1 2 21-0 9-1 2 21-0 49 E`1 9-1 2 21-0 49 9-1 9- 44 1 1 1 1 1 1 1 r1-0 2 -0 2 �► e 7 i4t 31 11-/ ® 611 1 ► 8-7 49 S 9 44 4-9 2 21-0 9-1 2 21-0 7-2 7-2 1-1 2 21 9.1 1 4743% 7-2 '7.1-72;<?‘ 7-2 7-2 7-2 7-2 9-1 7-2 9-1 9-1 9-1 9-1 9-1 2 9-1 2 21-0 1 9418% 3-5',5 5-4 21-0 9-1 6.7 2 21 2 20-7 2 21-0 GLO4 2-6 9-1 9-1 8-9 7-3 (13-41 9.1 2 ‘1.3'21-0 tF I1 8-2 & 9-1 *441-'."..1 21A 9-1 9-1 9-1 9-1 2 9-1 9-1 2 21-0 8-2 9-3-9 9-1 21A 9-1 ir`it 8-2 2 21-0 9.1' 2 21-0 5-4 9-1 6-7 2 6Kc• 9-1 7��c� 21-0 5-4 SO(� 8-1 5-4 2? -0 8-2 91 3-9 5 4 8-2 2 21-0 2 21-0 9-1 6-7 2-6 orl% 6-7 Xr% 6-7 2 1 2 21 9-1 2-6 °S' 9-1 2 21 2 21 9-1 9-1 2 20-7 2 13-1 6-4 2 1�. �(f 20-7 9-1 u 4 8-9 9-1 2-9 6.4 9-1 9-1 2 20-7 8-9 9-12-9 6-4 9-1 2 21-0 9-1 5.7 X0'5 5-7 (14 a GLO5 9-1 179 2 13-1 Oh 9-1 GLO6 8-9 2 20-7 0 2 21-0 9-1 SLV EIIII 6-4 2 21-0 9-1 2 13-1 0h GLO7 9-1 301 ,- 1" BALL VALVE & PLUG FOR MANUAL VENT r N' 2 21-0 8-2 8-2 9-1 2 21-0 8-2 2 13-1 GNO4 .. oIr 1i ti w II w 2 21-0 W '4uJ W W W W Z 8-7 3-1 5-6 ZONE2 +/- 33200 SQ FT 2 21-0 8-7 6-11 8-7 . 6.5 -*R- 2 21-0 8.7 +'�^ 2 N 21-0 8-7 8-7 2-2 6.1ry 8-7 Itjg 6-0 M 22 1 N 2 2 21-0 0 2�0 1-7 . . 2 21-0 8-7 5.1 3.6 8-7 2 21-0 N 2 20-111/2 2 13-1 GNO5 4-1'. 8-7 628 ORG' 5-4 2 X20 -11Y2 8-7 co 4-11/2 N 2 13-1 8-7 GNO6 ` 1e N C 670 2 8-7 2 21-0 8-7 2 2 21-0 2 21-0 2 20-111/2 8-7 5-1 3-6 8-7 2 13-1 GNO7 8-7 0 1-0 2 21-0 2 21-0 2 21 2 21-0 8-7 3-1 8-7 6-11 MATCHLINE SEE SHEET FP2.11 MATCHLINE SEE SHEET FP2.13 2 8-7 8-7 2-2 8-7 2-7 8-7 8-7 211 46 8-3 2 20-111/2 13-7 8-7 2 2 2 2 SOUTHWEST OVERHEAD SPRINKLER PLAN 2 AUX REMOTE AREA Remote Area 2 - OVERHEAD ZONE 3 OCCUPANCY CLASSIFICATION STORAGE - OVERHEAD SYSTEM DENSITY (GPM/FT2) 0.33 FOR 2000.00FT2 (ACTUAL 2040.67FT2) TOTAL HOSE STREAMS 500.00 TOTAL HEADS FLOWING 21 22 K -FACTOR K -FACTOR 11.2 TOTAL WATER REQUIRED 1233.78 TOTAL PRESSURE REQUIRED 89.347 BASE OF RISER (GPM) 733.78 BASE OF RISER (PSI) 78.291 SAFETY MARGIN (PSI) +44.293 (33.1%) Hydraulically Most Demanding Area Remote Area 3 - OVERHEAD ZONE 2 OCCUPANCY CLASSIFICATION STORAGE - OVERHEAD SYSTEM DENSITY (GPM/FT2) 0.33 FOR 2000.00FT2 (ACTUAL 2177.32FT2) TOTAL HOSE STREAMS 500.00 TOTAL HEADS FLOWING 22 K -FACTOR 11.2 TOTAL WATER REQUIRED 1257.00 TOTAL PRESSURE REQUIRED 72.307 BASE OF RISER (GPM) 757.00 BASE OF RISER (PSI) 61.216 SAFETY MARGIN (PSI) +60.899 (45.7%) LAG SCREW 3/8"X2 1/2" FOR 2" & SMALLER PIPE LARGER PIPE SIDE BEAM BRACKET TAPPED HOLE PIPING CAN BE PARALLEL OR PERPENDICULAR TO TJI'S. , WOOD BEAM 3/8" ATR(MAX 4" PIPE) HANGER HA SIDE BM BRACKET RING HANGER RING HANGER SIZE PER NFPA RING HANGER -' 3/Er WELDED END TABS - Jt ATR PER NFPA HANGER T PIPE TRAPEZE 1/2" x 0-12" ATR, NUTS AND WASHERS 1 MAXIMUM LOAD FOR ATTACHMENT: = 620 lbs PER NFPA #13 FIGURE 9.3.5.9.1 TRIM ATR TO FIT TO BEAM MAXIMUM LOAD = 2500 lbs. MAXIMUM LOAD = 3385 lbs. 45 TO 59 DEG. GLB TOLCO FIG. 980 SWAY BRACE END MAXIMUM LOAD RATING = 2765 lbs. MAXIMUM HORIZONTAL LOAD RATING TOLCO FIG. 4A PIPE CLAMP = 2015 lbs. LONGITUDINAL SWAY BRACE WOOD CONNECTION TYPE -WA 112" x 0-6" ATR, NUTS AND WASHERS 1 MAXIMUM LOAD FOR ATTACHMENT: = 620 lbs PER T.J.M. DETAILS 1" BRACE PIPE T-0" MAXIMUM LOAD = 2500 lbs. VA" BRACE PIPE T-0" MAXIMUM LOAD = 3385 lbs. - 45 TO 59 DEG. TOLCO FIG. 980 SWAY BRACE END \ , MAXIMUM LOAD RATING MAXIMUM HORIZONTAL LOAD RATING TOLCO FIG. 1000 SWAY BRACE 2.5"-4" = 2015 lbs. TOLCO FIG. 1001 SWAY BRACE 6"-8" = 2015 lbs. FOR 1" BRACE PIPE TOLCO FIG. 1001 SWAY BRACE 6"-r = 2765 lbs. FOR11/4" BRACE PIPE LATERAL SWAY BRACE WOOD CONNECTION TYPE -WA RED HAWK FIRE PROTECTION, LLC Cifrelr4 *//a/re. 801 VALLEY AVE NW, SUITE D PUYALLUP, WA 98371 PHONE: (253) 840-9900 FAX (800) 591-4382 NICET Stamp WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye 9419-0815-C LEVEL 3 Red Hawk Fire Protection, L.L.C. REDHAHFQP ,4:2y, 12/22/2017 lermiu Date Approvals Required TUKWILLA FIRE OWNER / ARCHITECT Revisions 1 - 12.21.17 Architect/Engineer Review Contract With: HORIZON RETAIL CONST. 1500 HORIZON DRIVE STURTEVANT, WI 53177 PROJECT MGR: DAVE DEMARCO Phone: (262) 638-6000 Email: daved@horizonretail.com Contract Name: Floor and Decor 17601 SOUTHCENTER PKWY TUKWILLA, WA 98188 Drawing Title SOUTHWEST OVERHEAD SPRINKLER PLAN Key Plan Date: Job Number: Designer: Building Permit: December 21, 2017 40107 Richard Moye ENTIRE Drawing No. FP 2.11 10 - Apollo, DDCV, DCDA 4A 10 - Pipe, DI Class 52 „k® Akv Ahv x,– 10 - Pipe, DI Class 52 �4: O 0 0 0 0 0 0 0 0 0 O 0 a 0 0 0 0 0 0 0 0 49: T ` 10 - Pipe, DI Class 5 9. N EXISTING FDC IN YARD 0 0 0 0 a a a 0 0 0 0 0 O 0 0 0 O a O 0 O 0 0 a 0 a 0 a 0 0 0 O 0 0 0 0 O O 0 Q a 0 0 O 0 0 0 0 0 O O 0 a 0 4� *a©eaaaaarna no©aa0017 10 - Pipe, DI Class 52 723 1 e i MATCHLINE SEE SHEET FP2.10 MATCHLINE SEE SHEET FP2.12 GNO9 2 12-0 2 1 GN10 ti 2 -- 12-0 2-834 w W2 X21-0 E 1 - 34 2 20-10 8-7 2 2 1-0 RD02 0-' 2 D 2-81/2 0 2-7 20-10 2-8!6 0 2-7 -7 2.81/2 i 0 2-7 20-10 2 8 1-0 1 7-4 8-7 5 3b ,as -4 8-T 2 21-0 17li 134 I F i I 21 4-4 le 8-i1 2 7-01 8.134 10 2-3'4 - 8-114 1 $ 8 - 21-0 w'E -3 8-34 1 1 8 3 3-81/2 4-5 1Y,1 4 414 1 3 2' 20-4% 4 8-134 F 212 811/2 8.134 7-0% 2 8 '21-0 8.114 3- H 713 0 2-35 8-11/2 2 1 In; 8 INSTALL BRANCH LINE RESTRAINT ALONG THIS MEMBER 47-0 43-0 NORTHEAST OVERHEAD SPRINKLER PLAN SCALE: 1/8" = 1'-0" f \ 2 OW, -.1111 INSTALL BRANCH LINE RESTRAINT ALONG THIS MEMBER 43-0 C� LAG SCREW 3/8"X2 1/2" FOR 2" & SMALLER PIPE 1/2" X 3" FOR 2 1/2" & — LARGER PIPE SIDE BEAM BRACKET TAPPED HOLE PIPING CAN BE PARALLEL OR PERPENDICULAR TO TJI'S. // .\ ,— RING HANGER ,-WOOD BEAM f d 3/8"ATR(MAX 4" PIPE) 1/2" ATR(MAX 6" PIPE) HANGER HA SIDE BM BRACKET 3/8" WELDED END TABS RING HANGER SIZE PER NFPA RING HANGER HANGER T PIPE TRAPEZE ATR PER NFPA 112" x 0-12" ATR, NUTS AND WASHERS MAXIMUM LOAD FOR ATTACHMENT: = 620 lbs PER NFPA #13 FIGURE 9.3.5.9.1 TRIM ATR TO FIT TO BEAM 1" BRACE PIPE It T-0" MAXIMUM LOAD = 2500 lbs: 1%" BRACE PIPE © 7'-0" MAXIMUM LOAD = 3385 lbs. 45 TO 59 DEG. GLB TOLCO FIG. 980 SWAY BRACE END MAXIMUM LOAD RATING = 2765 lbs. MAXIMUM HORIZONTAL LOAD RATING CL TOLCO FIG. 4A PIPE CLAMP = 2015 lbs. LONGITUDINAL SWAY BRACE WOOD CONNECTION TYPE -WA 112" x 0-6" ATR, NUTS AND WASHERS MAXIMUM LOAD FOR ATTACHMENT: = 620 lbs PER T.JM. DETAILS 1" BRACE PIPE 7'-0" MAXIMUM LOAD = 2500 lbs— 11/4" BRACE PIPE 7'-0" MAXIMUM LOAD = 3385 lbs. , 45 TO 59 DEG. j • TOLCO FIG. 980 SWAY ,1 BRACE END f MAXIMUM LOAD RATING = 2765 Ibs. MAXIMUM HORIZONTAL LOAD RATING TOLCO FIG. 1000 SWAY BRACE 2.5"-4" = 2015 lbs. TOLCO FIG. 1001 SWAY BRACE 6"-8" = 2015 lbs. FOR 1" BRACE PIPE TOLCO FIG. 1001 SWAY BRACE 6"-8" = 2765 lbs. FOR 11/4' BRACE PIPE LATERAL SWAY BRACE WOOD CONNECTION TYPE -WA – GLB RED HAWK FIRE PROTECTION, LLC 5,e/6 kpliae 801 VALLEY AVE NW, SUITE D PUYALLUP, WA 98371 PHONE: (253) 840-9900 Fax (800) 591-4382 WA CL# REDHAHF90 1OP NICET Stamp V WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye 9419-0815-C LEVEL 3 Red Hawk Fire Protection, L.L.C. REDHAHFQP 12/22/2017 Expires I Date 12/31117 Approvals Required TUKWILLA FIRE OWNER /ARCHITECT Revisions 1 -12.21.17 Architect/Engineer Review Contract With: HORIZON RETAIL CONST. 1500 HORIZON DRIVE STURTEVANT, WI 53177 PROJECT MGR: DAVE DEMARCO Phone: (262) 638-6000 Email: daved@horizonretail.com Contract Name: Floor and Decor 17601 SOUTHCENTER PKWY TUKWILLA, WA 98188 Drawing Title NORTHEAST OVERHEAD SPRINKLER PLAN Key Plan Date: Job Number: Designer: Building Permit: December 21, 2017 40107 Richard Moye ENTIRE Drawing No. FP 2.12 MATCHLINE SEE SHEET FP2.11 762 2 1 2 20-11'/z 87 41% w w cn1 w w z -- - 6-11 1 . 8-7 .. . . 8-7 � 2-2 6-0 4.4 .. 8-7 6-0 2.7 20-11Y2 67 41% 4-0 C8-7 L VALVE & PLUG FOR MANUAL VENT 2 o i. 2 t 2 1 21 21-0 L 1 21: 1 IM 21-0 V 8 7 ►� 6-0 2-7 8-7 ►� 8-7 q -3 7-4 :4 8.7 4f 2 20-11% 8.7 = 41h 4-0 7-4% 1- 0.6 2 21-0 2'').-118-7 6-11 20-11'/2 8-7 ►':. 41% 2 1_0 8-7 3-1 8.7 6-11 1- 8-7 fV 20-11Y2�` ! 13-1 8-7 1�f 83 8.7 ►�. 4-14 40 ►i 21-0 21 1 8-7 3-1 • • 20-111/2 �' ►�f 8-7 Z Z {1't 5.4 8-7 ►�o 1-O J r 2 21-0 87 ►�f 3-1._ 56 �f 8-7 6-11 1- �A 8-7 i -. 8-7 - 2-2 -0 L 21-0 1111 21 ►i ►i - - cif 8-7 C 21-0 O 21-0 2-7 8-7 7 7.4 8-7 ► 5-1 :„34 8-7 0 2 GNO5 20-11'2 t - 13-1 ;. B7 ►�. 4-1% 4-0 8-7 ���• ZONE1 +I- 27200 SQ FT 21- 0 21 6-5 8-7 6-0 2-7 8.7 ? RDOG 8.7 Nka 1 t-1% -' 8-1'4 -5' 5.8 ►Af 8-1% 7.2h 8.14 da 43h 8.1% 5-2% 2-1 6-7 1-6.- 8 '4 3-2,2 \4-5'% ear 2 13-1 DO? 81% 2-0 22 1.1'6 - 8-1 A". h 5-8 8.1% 7-2% 1 i i i I'r? in1 I I I2 r C 2 rt? r u19 = 21 21-0 s i --- 1,21-0 0 O �. "` �' 21.0 8-1% :4115 3.2 ► 10 1-0 $3h 4.86 i :I �f ► ► 0, j_ COI 13-1 RD08 6 jai 1 - 8-1% 8-1% 3-2%; 8-1% INSTALL BRANCH LINE RESTRAINT ALONG THIS MEMBER 43-0 INSTALL BRANCH LINE RESTRAINT ALONG THIS MEMBER 43-0 INSTALL BRANCH LINE RESTRAINT LONG THIS MEMBER INSTALL BRANCH LINE RESTRAINT ALONG THIS MEMBER 47-0 INSTALL BRANCH LINE RESTRAINT ALONG THIS MEMBER 43-8 i 4 5 � NORTWEST OVERHEAD SPRINKLER PLAN SCALE: 1/8" = 1'-0" N (4 C`4 ( N Hydraulically Most Demanding Area Remote Area 4 - OVERHEAD ZONE 1 OCCUPANCY CLASSIFICATION STORAGE - OVERHEAD DENSITY (GPM/FT2) 0.33 FOR 2000.00FTP (ACTUAL 2072.36FT2) TOTAL HOSE STREAMS 500.00 TOTAL HEADS FLOWING 22 K -FACTOR 11.2 TOTAL WATER REQUIRED 1257.66 TOTAL PRESSURE REQUIRED 101.579 BASE OF RISER (GPM) 757.66 BASE OF RISER (PSI) 90.486 SAFETY MARGIN (PSI) +31.615 (23.7°%) LAG SCREW 3/8"X2 1/2" FOR 2" & SMALLER PIPE 1/2" X 3" FOR 2 1/2" & LARGER PIPE SIDE BEAM BRACKET TAPPED HOLE PIPING CAN BE PARALLEL OR PERPENDICULAR TO TJI'S. /; � - 3/8" ATR(MAX 4" PIPE) 1/2"ATR(MAX 6" PIPE) ;WOOD BEAM HANGER HA SIDE BM BRACKET RING HANGER 3/8" WELDED END TABS I! RING HANGER SIZE PER NFPA RING HANGER HANGER T PIPE TRAPEZE ATR PER NFPA 112"x0.12"ATR, NUTS AND WASHERS 1 MAXIMUM LOAD FOR ATTACHMENT: = 620 lbs PER NFPA #13 FIGURE 9.3.5.9.1 TRIM ATR TO FIT TO BEAM 1" BRACE PIPE @ 7'-0" MAXIMUM LOAD = 2500 lbs: VA" BRACE PIPE Oa 7'-0" MAXIMUM LOAD = 3385 lbs. 45 TO 59 DEG. GLB TOLCO FIG. 980 SWAY BRACE END MAXIMUM LOAD RATING = 2765 lbs. 0 MAXIMUM HORIZONTAL LOAD RATING TOLCO FIG. 4A PIPE CLAMP = 2015 lbs. LONGITUDINAL SWAY BRACE WOOD CONNECTION TYPE -WA 1/2" x 0-6" ATR, NUTS AND WASHERS MAXIMUM LOAD FOR ATTACHMENT: = 620 Ib8 PER T.J.M. DETAILS 1" BRACE PIPE 7'-0" MAXIMUM LOAD = 2500 lbs: 1'b" BRACE PIPE @ 7'-0" MAXIMUM LOAD = 3385 lbs.' 45 TO 59 DEG. )I II TOLCO FIG. 980 SWAY //E END / M�� UM LOAD RATING = 2765 lbs. MAXIMUM HORIZONTAL LOAD RATING TOLCO FIG. 1000 SWAY BRACE 2.5"-4" = 2015 lbs. TOLCO FIG. 1001 SWAY BRACE 6"-8" = 2015 lbs. FOR 1" BRACE PIPE TOLCO FIG. 1001 SWAY BRACE 6"-8" = 2765 lbs. FOR 1'/4" BRACE PIPE - GLB LATERAL SWAY BRACE WOOD CONNECTION TYPE -WA RED HAWK FIRE PROTECTION, LLC 801 VALLEY AVE NW, SUITE D PUYALLUP, WA 98371 PHONE: (253) 840-9900 FAX (800) 591-4382 WA CL# REDHAHF90 1 QP NICET Stamp e WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye 9419-0815-C LEVEL 3 Red Hawk Fire Protection, L.L.C. REDHAHFQP 12/22/2017 SIgnaturd Date Approvals Required TUKWILLA FIRE OWNER / ARCHITECT Revisions 1 - 12.21.17 Architect/Engineer Review Contract With: HORIZON RETAIL CONST. 1500 HORIZON DRIVE STURTEVANT, WI 53177 PROJECT MGR: DAVE DEMARCO Phone: (262) 638-6000 Email: daved@horizonretail.com Contract Name: Floor and Decor 17601 SOUTHCENTER PKWY TUKWILLA, WA 98188 Drawing Title NORTHWEST OVERHEAD FIRE SPRINKLER PLAN Key Plan Date: December 21, 2017 Job Number: 40107 Designer: Richard Moye Building Permit: ENTIRE Drawing No. FP 2.13 17651 SOUTHCENTER PKWY ASSOCIATED PERMITS 18-F-014 Proposed changes to the Fire Alarm system permit number# We will be making the following changes to this system to incorporate in the additional work found during the constructions phase of Floor and Decor. 1. We will be adding 2 (two) bell strobes to Ashley furniture; these will be outside both riser locations. In the front of the store, and in the side of the store. 2. We will be removing the monitor switch that is on the PI valve located on top of the existing vault. 3. We will be monitoring the shutoff by the double check that is located in the same area. 4. We will be adding monitoring to 2 (two) new PI valves that will be at Ashley furniture, one for each of their two risers. 5. All three wall indicating valves of floor and decor will be monitored by the fire alarm system at floor and decor. Please let me know if you have any questions. Thank you, James Byrne 5 Alarm Technology LLC Manager i UMILA FIRS DEP4r i1;EN�y Piease call 206-575-4407 anu give tfiis Fire Permit No. and exact cddr;;,s for shut .sown or rc ostion approval. n r r-. 77: r „; •L WithoJt omer,t ❑ As Nn"co ❑ Per Th. 4 z •� er These plans have been revia,ithil by i e Tukwila Fire Prevention Bureau for conformc.n-Tw i current City standards. Acceptance is subject to errors and omissions which do not authors a ',AU a1ons of adopted standards and ordinances. The r'sporsibility for the adequacy of desicn rests totally with tr.e 0c -signer. Addlbons, deiet+ons or revisions to 'Merl. drawings after this date will void this acceptance rind r,itW : ec uIre a resubmittal of revised drawings for sut°sc. oLe it approval, Final acceptance is subject to field test and inspection by The Tukwila Fire Pre ention Bureau. Date: '�- $ - l By: l lWhiIONHOUIut uuU wunn11311ImnnNtlIOin niniUnim numNnN mmmIinntlu MONO MI lI i WIhhhIUILIII10I@MMU0lft10 NUUUUU114U4!l9Ul .. _ nuninuII 1 �u IiI, inti��i�uu"ni rni ppmpipet i r11111i'aof Un r ni i nmmliwuhi S4 MATC n MI MN N1-1 ----------------------------------- 177cd ________________ N2-5 - 177cd EOL --------------------- - 0 1 OFFICE 2 11 1 11 , 1 11 1 11 OFFICE 4 N2-2 / 15cd i • • • • • • • • • • OFFICE ,k N2-1 15cd I `\ 1 •i ..1 i DATA i1 I TO NACP 0 N4-1 1 ---------------------------------------------_____ N4-2 177cd ,'------- - 177cd `•• • • • • 1- ----- N2-4 N2-3 30cd 30cd MEN L_ OFFICE 5 WOMEN JL ------1 L J • • • ---------------- • • • • • • • • • , , , , , N1-2 177cd 1©1 b ------------------------------------------------ N1-3 -------- ___________________________ !-_-- N1-4 __-- — 177cd ___----- 1 ------____ 177cd • _------ ` N3-1 __----- ___ 177cd TO NACP - IMO Ma N O MN Mil N3-2 177cd ------------------- Without "Comments Ps Nted in Red Per The Attached Letter These plarls have been reviewed by The CityTukwil Fire Prevention Bureau for conf-orman e wle current standards. Acceptance is subject t' errors and omissions which do not authorize ,'orations of adopted standards and ordinances. The , esoonsibility for the adequacy of design rests totally with Eke designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and ,. ii require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. w 117s- 6.$1, o h�(c� . 'con .N.e_ 61.94. 0.0 irnco.vw I p u ! 15-44-;s 014- 611 -e i --'S • Itis ,11 b✓tatkeu- rig► d IR C\ 4 r» o\ otearavi41'A C'& -\-- b ►'cw l4P - 1/ N 1747-3cd __---- MATCH PROPERTY -rukviTu‘ m't ?,. RTMF— .1 P°e��� 20,3:5-1,S-4407 acid sC�lb give this Fire e Permit o ..� � O isS forshut- down find Ct Gadd e or ff 1 NORTHWEST FIRE ALARM FLOOR PLAN 001101 SCALE: 1/8" = 11-0" N3-3 177cd — ----------------- -- N4-4 177cd MI. OM ION in• OW MN IC I� 1-0 1� 0 -o 17651 SOUTHCENTER PKWY 18-F-014 CNt MN ON it kik .JOHN MOCKER NICET LEVEL 111 T ECHN I1; Ii N Imo: 137219 EX?_ 1 1i2.]1 7/1(7 -7103E1• L- / DESCRIPTION DATE a®a 5 ALARM TECHNOLOGY, LLC NOTES: SQUARE FT: 88,784 OCCUPANCY: B SPRINKLERED: YES SCOPE OF WORK: INSTALL NEW FIRE ALARM SYSTEM AND TIE-IN SPRINKLER WATERFLOW AND TAMPER. SCALE: AS NOTED DATE: 10/19/2017 DRAWN: JM SHEET: FA -2 OF 5 1 1 1 1 1 1 1 Ma N1-2 177cd - __________________________ -_______________ _______ _- N1-3cd _____----__________________________________ _-- _ 177 -- N3-1 177cd 5 N4-27cd --------------------------------------------- - -____- ------ -- 17 ___-_- I ▪ IN NO N3-2 177cd ------------------------------- MN INN 0 N4-3 177cd MATCH PROPERTY MI BE NB Ma I 1 1 1 I 1 1 1 (m I 1 1 i N1-4 177cd ____-- --- N1-5 177cd EOL I[_ll N3-3-------- --- N3-4 177cd _--__- 177cd '--® EOL N4-4 - - ________- N4-5 177cd - - 177cd ON NM NORTHEAST FIRE ALARM FLOOR PLAN SCALE. 1/8 - 11-0"0 1 2 3 4 5 6 7 8 inn W EI MI MI MIS 6121 MATCH PROPERTY ON NM MI MN Mckk JOHN 'MOCKER N10ET LEVE:. 111 TECHNICIAN la: '137219 EX?. 11,-1M1P DESCRIPTION DATE 4* a ® a 5 ALARM TECHNOLOGY, LLC NOTES: SQUARE FT: 88,784 OCCUPANCY: 13 SPRINKLERED: YES SCOPE OF WORK: INSTALL NEW FIRE ALARM SYSTEM AND TIE-IN SPRINKLER WATERFLOW AND TAMPER. SCALE: AS NOTED DATE: 10/19/2017 DRAWN: JM SHEET: FA -3 OF 5 J MATC 4 4 4. 4 • Q.. 4 • 4D D • ' . � Q 4 'D • 4. 4• MO 4 F S5 4 4 4 • D TO NACP N4-1 /--------------------------------------------------- 177cd / _- OL NM MN 0111 =IR TO NACP N5-1 //------------------------------------------------- 177cd,�' _----- TO NACP 177cd•_� _ _ __---- O Lo7 i I—' a MK no N4-2 177cd _ __---- N5-2 m mm3 177cd N6-2 177cd ------------------ NM MB Mk 1M MIN 113= -------------------------------------- ------------------------------------- D • .4 1-\ D . •O • D 4• 4 4 4' 4 O 4 11 1 ---------1 4 • p • 4 •• 4 4 D 4 4 3,0 • N4-3 -------------------__- N4-4 177cd -- MATCH PROPERTY N5-3 177cd MR MN MO OM ▪ IM N6-3 177cd 1 ----- CREDIT -- KIOSK CW1 R CAN COST LOAD AR PY AT ❑vE EA N1 - SOUTHWEST I FIRE ALARM FLOOR PLAN SCALE: 1 /8" = 1'-0" 0 1 2 3 4 6 8 WM UM II II S6 N5-4 177cd N6-4 _1177cd • • • • • • VAN hir? JOHN MOCKER' I`4ICET Lr:' 'E? 1E1 TECHNICIAN la: 137219 EP. MVO% 5 ALARM TECHNOLOGY, LLC (253) 861-3113 NOTES: SQUARE FT: 88,784 OCCUPANCY: B SPRINKLERED: YES SCOPE OF WORK: INSTALL NEW FIRE ALARM SYSTEM AND TIE-IN SPRINKLER WATERFLOW AND TAMPER. SCALE: AS NOTED DATE: 10/19/2017 DRAWN: JM /76'57 36_pZ• SHEET: I FA -4 OF 5 WS -#1#4.14-• .1•111 INM ••• N5-2 177cd N6-2 177cd 0,,,Ileqs••0*••• )\OPY AT JSTEIvER LAD AREA .• . • • . . • . . . • • . . N1- . • . .• . • • • • W•••••••: AMP.00MP•04,.... • • • MATCH PROPERTY N5-3 177cd 1M. 11= IC2 10 N6-3 177cd CW1 R __________CREDIT______ _ 1=1 • ▪ ••• N5-4 177cd N6-4 177cd 1•= ----- ------------------------------------------ •••• ••••••• •••• ------------------------------------ --- •••••• •••• .1•11. ••••• 1•••••• ••••••• •••••• •••••• •••• N5-5 177cd —0EOL N6-5 177cd EOL 11 .• • • • . • . .••• . ••• . . • •.. . • ., .• . .••• *Li • . • . • . • . • . • 1 • • - -- . • 1 . : 3>• . • . • . ••• . . . • I7J •• ..47J• ..• g..A10.0`1. _l_uo 2 Al -.NJk , , Q L°8.( o..Y SOUTHEAST FIRE ALARM FLOOR PLAN SCALE: 1/8" = 1'-0" VAN 0 1 2 3 4 5 6 7 8 1 1 1 1 1 1 EXISTING ELECTRICAL EQUIPvE\T MATCH PROPERTY 0 0 0 0 0 0 VAUL 0 O 0 O 0 zket JOHN NOC?..:ER, WET LEVEL 111 TECHNICIAN 137219 EXP. 1111M1P DESCRIPTION fl DATE 4t < <I A i 5 ALARM TECHNOLOGY, LLC (253) 861-3113 FIRE ALARM SYSTEM PLAN NOTES: SQUARE FT: 88,784 OCCUPANCY: SPRINKLERED: YES SCOPE OF WORK: INSTALL NEW FIRE ALARM SYSTEM AND TIE-IN SPRINKLER WATERFLOW AND TAMPER. SCALE: AS NOTED DATE: 10/19/2017 DRAWN: JM 7C,57 se_ ice2er SHEET: FA -5 OF