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3806 166th Pl Ne Unit B_BLD5219_2025
i Permit Packet Coversheet Community and Economic Development City of Arlington • 18204 591h Avenue NE • Arlington,WA 98223 • Phone (360)403-3551 Permit Number: BLD5219 Permit Type: Fire Sprinkler Address/Parcel: 3806 166th PI Ne Unit B Completed (Month/Year): EXPIRED December 2024 Land Use ❑ Notice of Decision ❑ Bonding or Assignment of Funds ❑ Staff Report o Confidential Documents. Contact the ❑ Application City to obtain. ❑ Narrative ❑ Letters and Project Documents ❑ Legal Description ❑ Other: ❑ Vicinity Map ❑ Site Plan Civil ❑ Landscape Plan ❑ Issued Permit ❑ Complete Streets Checklist ❑ Application ❑ Traffic Impact Analysis ❑ Other Applications ❑ Snohomish County Traffic Mitigation Offer ❑ Construction Calculation Worksheet ❑ WSDOT Traffic Offer Form ❑ Approved Plans ❑ Tree Survey ❑ Review Comment Form ❑ Stormwater Drainage Report ❑ Letters and Project Documents ❑ Geotech Report ❑ Other Agency Permits ❑ Critical Area Evaluation Form ❑ Reports: ❑ SEPA Checklist o Drainage Report Pg: ❑ Public Notice Material o Stormwater Pg: ❑ Noticing and Related Documents o Geotech Pg: ❑ Water/Sewer Availability Certificate o All Other Reports ❑ Unanticipated Discovery Plan Form ❑ SEPA and Noticing Materials ❑ Aerial Photo of Site ❑ Inspections ❑ Proposed Building Materials ❑ As-Builts ❑ Lighting Plans and Lighting Cut Sheets ❑ Other: ❑ Color Elevations ❑ Design Matrix Building ❑ Plat Map El Issued Permit ❑ Title Report F1 Application ❑ Lot Closures ❑ Additional Applications ❑ Preliminary Civil Plans 0 Approved Plans ❑ Archaeological Survey ❑ Site Plan o Confidential Documents. Contact the 0 Letters and Project Documents City to obtain. 0 Calculations ❑ Topography(Existing Conditions) ❑ Project Specification Manuals ❑ CC&R's 0 Reports ❑ Deeds/Easements/Conveyances ❑ Certificate of Occupancy /Dedications ❑ Inspections ❑ Developer's Agreement 0 Other: Permit extension request ❑ Recorded Copies Page 1 of 1 CITY OF ARLINGTON • 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 3806 166TH PL NE UNIT B Permit#: 5219 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 31052800205500 DATE OF ISSUANCE. Scope of Work: Install a new Wet&Dry Sprinkler System Valuation: 73500.00 OWNER APPLICANT CONTRACTOR RAMO Burns Fire Protection Systems,Inc. Burns Fire Protection Systems 3710 168TH ST NE STE B207 PO Box 1110 PO Box 1110 ARLINGTON,WA 98223 Granite Falls,WA 98252 Granite Falls,WA 98252 360-691-2235 360-691-2235 LIC:BURNSFP841DU EXP:04/14/2024 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: FIRE SPRINKLER CODE YEAR: 2018 STORIES: 1 CONST.TYPE: VB DWELLING UNITS: OCC GROUP: S-1; Storage Mod Hazard BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law, or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC IO/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. 04/06/2023'✓ App i e Date Building Official Date CONDITIONS Adhere to NFPA cceptancc Test Checklist.Approved plans and permit shall be onsite during installation. Call for inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC;.) W1LL REgUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 04/06/2023 Processing/Technology $25.00 04/06/2023 Fire System Plan Review $790.77 04/06/2023 Fire Sprinkler System $1,200.00 Total Due: $2,015.77 Total Payment: $0.00 Balance Due: $2,015.77 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION Pass/Fail I FIRE SPRINKLER PERMIT APPLICATION • Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223• Phone (360)403-3551 Type of Permit: C3 New Installation ❑ System Modification ❑ Phased Installation Property Address: 3806 166th Place NE Project Valuation: $73,500 Lot#: 15 Parcel ID No.: 31052800205500 Preferred Contact: O Owner 7 Contractor Install a new V1L-t & Dry Sprinkler System Project Description: Owner Name: Smokey Point Central, LLC Home No.: 425-508-2704 Email Address: aaron@ramoconstruction.com Cell No.: Mailing Address: 3710 168th St NE City. Arlington State: WA Zip: 98223 Contractor Name: Burns Fire Protection Systems, Inc. Office No.: 360-691-2235 Email Address: audra@burnsfire.com Cell No.: Mailing Address: PO Box 1110 City, Granite Falls State: WA Zip: 98252 L&I Contractor License Number: BURNSFP841DU Expiration Date: 12-31-2023 SUBMITTAL REQUIREMENTS: Provide Information on All Equipment to be Installed Prior to Installation ELECTRONIC FILES AND TWO (2) SETS OF THE FOLLOW: Complete and Scaled Plans 0 Hydraulic Calculations Equipment Specifications for Each Fire Sprinkler Permit Application Specification Sheets ❑ Wiring Diagrams(Point to Point Wiring) ❑ Electrical Plans,if applicable I hereby certify that the above inforunation is correct and that the construction on,and the occupancy and the use of the above described property will be in accordance with the laws,nines and regulation of the State of Washington. Signature Print Name Date FOR STAFF USE ONLY PERMIT# ACCEPTED BY: DATE STAMP REV11.2020 Pagel of3 FIRE SPRINKLER SYSTEMS (105.7.1, 105.7.4, 105.7.11) ** DEVICES include separate individual portions of a Fire Sprinkler System such as: Sprinklers Heads, Risers,Valves,Pull Stations, and other such devices. (Each piece is one device) PLAN REVIEW FEES Less than $5,000.00 = $100.00 (Table 4-10) $5,000.00 &over- based on valuation (Plan Review Fee is 65%of Building Permit Fee Calculation per Table 4-1) REINSPECTION / PHASED INSTALLATION INSPECTIONS Submit Phasing Plan with Application - review and approval required REINSPECTION FEES SHALL BE PAID PRIOR TO INSPECTION FEE Reinspection/Phased Installation fee is charged per hour(1 hour minimum) $75.00 Hydrostatic Pressure Test(1 test included per permit) $150.00 Cover Inspection(1 cover inspection included per permit) $75.00 Fire Ptunp(1 fire ptunp inspection per permit) inspection requires 2 hours $150.00 ff-7 TENANT IMPROVEMENT OR SYSTEM MODIFICATION (NFPA 13/13R) Number of Devices** Device Fee Subtotal 1 to 2 $ 75.00 = $ 3 to 5 $125.00 = $ 6 to 10 $175.00 = $ 11 to 20 $225.00 = $ 21 to 40 $300.00 = $ 41 to 100 $375.00 = $ 101 to 200 $475.00 = $ 201 to 300 $575.00 = $ > 300 $600.00 plus$50.00 per 100 additional devices(round up) Total Number of Devices = $600.00 + I $ 1 = $ Hydraulically Designed Systems Yes ❑ / No ❑ Yes = Permit Fee x 2 $ PERMIT FEE SUBTOTAL $ © NEW COMMERCIAL SYSTEM (NFPA 13/13R) Number of Devices** Device Fee Subtotal 1 to 100 $375.00 = $ 101 to 200 $475.00 = $ 201 to 300 $600.00 = $ 600.00 > 300 $625.00 plus$50.00 per 100 additional devices(round up) Total Number of Devices = $625.00 + 1 $ _ $ Hydraulically Designed Systems Yes 0 / No ❑ Yes = Permit Fee x 2 $ 1200.00 PERMIT FEE SUBTOTAL $ 1200.00 REV11.2020 Page 2 of 3 ❑ RESIDENTIAL (NFPA 13D) Number of Devices" Device Fee Subtotal 1 to 10 $175.00 = $ 11 to 25 $225.00 = $ 26+ $275.00 = $ *NFPA 13D SYSTEM INSTALLED(NOT REQUIRED)Permit Fee Reduced 50% _ $ PERMIT FEE SUBTOTAL $ ❑ HOOD SUPPRESSION SYSTEM Type of System No. of Units Cost per Unit Subtotal Pre-Engineered x $200.00 = $ Custom Engineered x $275.00 = $ PERMIT FEE SUBTOTAL $ ❑ STANDPIPE SYSTEM Type of Standpipe No. of Units Cost per Unit Subtotal Class I - new or existing x $150.00 = $ Class II- new or existing x $150.00 = $ PERMIT FEE SUBTOTAL $ ❑ FFIRE PUMP Fire Pump x $300.00 each = $ PERMIT FEE SUBTOTAL $ ❑ SPRAY BOOTHS (105.7) &INDUSTRIAL OVENS (105.7.7) NOTE:SEPARA TE SPRINKLER PERMIT REQUIRED Type of Booth No. of Units Cost per Unit Subtotal Pre-Engineered w/documents x $150.00 = $ Site-built or used w/o documents x $250.00 = $ Industrial Oven x $250.00 = $ PERMIT FEE SUBTOTAL $ Plan review fee due at time of submittal TOTAL PERMIT FEE $ 1200.00 PLAN REVIEW FEE $ 1221.88 Processing/Technology Fee $25.00 TOTAL $ 2446.88 REV11.2020 Page 3 43 W N O M p ' Z \ T ¢ � M LL O i L D VJ Q J p E� L m M rE-Z W 2 2 CL C� S ur,� m mU C 3 O O� 0 « �VJ w NFO vY3 Z O ° o c� E Q 1` 3 .-O W OmO C3 U1 Z aa ao pEq J O K m p N ¢ e m iT a a Q> m F w a m S o Z C ¢ O z J w m ozpZwrc mFd ° 00 COUa� WDt-z LLl v_ zo'�Fm m<'^ ^�m o o E w R'mQ * Qi a- aZ Z ON—V zoo o �O1a � v00 Z * m O « Q�n' y0 > J w ao�om 'opt `o m `o o,-.a o Q « w_Q -= -K— ., ami� E-Im 0 �aaN z�iE o m.3 '� o w Wo o t m U az -m i� •� coa a WO N « U O �I� d a LJ 6 LL_ NV Z q O (O �i N= om3 i€wa o_a aUw .V 0 c FN- J Oil Cc, m -� oo &a �woo$w `0 3 o a o v w > >o o a zzN�mrc°w NON m O p o w W 0- Vl� y Z NNW'1'0..8�l OSZ �iaai�wxo _m ° w c a s °o' x ¢ v V O O cx9 = I-I--I a ffi p . y�zzo�Nazz Q.N+ c Q� c j O d d S W W m 0 = �i o o qm 1 0 3a F ao'ZoZ N -No E o I z¢ z c 3 OOOUQO�F�U ° O N o... 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ZZm m mm O { pO z m IUI I HW L W • H� 0 _ m o ; Co -u W fAD �(DN <CD o o �� j�y� 4 - m IM w o IZ N � z j Z ZF C+ o D w o rn m From: audra To: Hannah Hardwick Subject: RE: BLD5219-Expiration Notice Date: Thursday,March 21,2024 9:25:49 AM Attachments: imaae001.ona This message is from an External Sender This message came from outside the City of Arlington Good Morning Hannah, Thank you for sending this, May I please request an extension for this permit as the work is not yet complete. Sincerely, Office Manager Burns Fire Protection Systems, Inc. From: Hannah Hardwick<hhardwick@arlingtonwa.gov> Sent: Wednesday, March 20, 2024 2:18 PM To: audra <audra@burnsfire.com> Subject: BLD5219- Expiration Notice Hello, This email is to inform you of the upcoming expiration date for permit 5219.This permit will expire on 4/11/2024. Please ensure that an inspection has been requested and approved prior to the expiration date. If you are not ready an inspection prior to the expiration date, please reply requesting an extension.The request needs to state cause for the extension and requires approval by the Building Official once received.Additional fees may be required upon extension approval. Please use the link below to view and request an inspection.You can also call in an inspection at 360-403-3417. Permits-Arlington (iworq.net) Sincerely, i I I Hannah Hardwick Arlington Community&Economic Development,Permit Technician I 18204 59th Ave NE,Arlington,WA 98223 O:360.403.3549 hhardwickCEbarlin tonwa.gov I www.arlingtonwa. oo Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. Seismic Brace Report '0 p . / Ack,Engineered Solutions Project Name Ramo development Building B APPROVAL STAMP MI Date 03/17/2023 ❑ Approved Address 166th Place NE Building B ❑ Approved as Noted Arlington, WA 99999 ❑ Not Approved Remarks: Standard NFPA 13-2016 BRACE SUMMARY Brace Name Drawing Reference Seismic DesignLoad Structure Brace Description Fastener Attachments Lateral Brace FP2 695 Ibf. Horizontal Beam Flange Lateral Orientation 60'-90°1 NPS AF086 Sch 40 AF700-1/2" AF035-4 NPS x 1 NPS NOTE:Per NFPA 13-2016,all load capacities listed for fasteners installed in cracked concrete have been reduced based on the prying factors listed forASC's swivel attachments.Prying factors for NFPA fastener orientations"A"through "I"may be found in ASC's individual product submittal at asc-es.com NFPA 13-2016 Product loads incorporate a minimum safety factor of 1.5.NFPA 13-2019 FM Product loads have been reduced to include a safety factor of 2.2 unless noted in the applicable product submittal. The products specified within this report are limited to the capability of the sway brace assembly alone to resist the calculated seismic force resulting from user input. Point loads applied to structural elements as a result of seismic forces are not evaluated by the software.The seismic load rating of the fastener attached to a structural element is determined by one of the following:NFPA 13,UL listing,FM Global approval,or other empirical testing.The review of the of the structural element(s)as a whole and/or the entire structure and its ability to resist the seismic load(s)is beyond the scope of these seismic calculations. ASC MAKES NO WARRANTIES,EXPRESS,IMPLIED,STATUTORY,OR OTHERWISE, WITH RESPECT TO THE SOFTWARE OR THE SEISMIC CALCULATIONS,AND ASC SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. 1 LATERAL BRACE - SEISMIC BRACE CALCULATIONS Seismic Project Brace to beams Brace Name Lateral Brace Standard NFPA 13-2016 Drawing Reference FP2 Brace Type Lateral Approval Agency UL Listed STRUCTURE INFORMATION SEISMIC BRACE ATTACHMENTS Structure I-Beam/Joist Model Size Load Rating Substrate Horizontal Beam Flange Structural Att. AF086 N/A 1,095 Ibf. Thickness 0.250 in. Swivel Att. AF700 1/2" 1,632 Ibf. Load Orientation Parallel to Beam Pipe Att. AF035 4 NPS x 1 NPS 2,393 Ibf. BRACE INFORMATION See Appendix A for alternate seismic brace attachments. Brace Member 1 NPS Sch 40 All seismic brace attachments manufactured byASC Engineered Solutions. Brace Length Max 7 ft 0 in Brace Angle 600 - 900 ° ° —Structure: Fig.AF086 Beam(By Others) Least Radius of Gyration 0.421 in. 1/r Ratio Max 200 Max Horizontal Load 1,604 Ibf. Fig.AF700 FASTENER INFORMATION Pipe Schedule 40 Service Fastener Name N/A Brace Pipe Fig.AF035 Net Vertical Reaction Forces do not need to be addressed per NFPA 13-2016. SPRINKLER SYSTEM LOAD CALCULATION (Fpw = Cp*Wp) CP = 0.537 Qty Line Description Pipe Diameter/Type Length Weight per ft Weight 1 Main Braced Pipe 4 NPS Eddy Flow 32.00 ft. 11.29 lb/ft. 361.28 lb. 1 Branch 1 Segment A 2 NPS Eddy Flow 174.40 ft. 3.98 lb/ft. 694.11 lb. Segment B 1 NPS Steel Sch 40 34.00 ft. 2.05 lb/ft. 69.70 lb. Weakest Main Size Spacing Max Fpw Total System Weight 1,125.09 lb. 4 NPS Eddy Flow 35 ft. 867 Ibf. System Design Weight (Wp) 1,294.00 lb. Horizontal Seismic Load (Fpw) 695 Ibf. 2 Appendix A - Alternate Seismic Brace Attachments LATERAL BRACE Structural Attachment Structural Attach. Structural Attach. Swivel Pipe Attachment Size Capacity AF778 1,385 Ibf. AF700 1/2" 1,632 Ibf. AF735 4 NPS x 1 NPS 11,632 Ibf. AF720 1,385 Ibf. AF700 1/2" 1,632 Ibf. AF730 4 NPS 11,632 Ibf. 3 Appendix B - Enlarged Images LATERAL BRACE 4=, I Structure: Fig. AF086 Beam (By Others) o -_ `J Fig. AF700 Schedule 40 Service Brace Pipe Pipe Fig. AF035 4 Appendix C - Cp Calculations BRACE CALCULATION DATA Brace Name Brace Ref Method CP SS Site Fa Sps Z H Lateral Brace FP2 A 0.537 1.088 CALCULATION METHODS A CP calculated per NFPA 13-2016 Table 9.3.5.9.3 B CP entered by user C CP calculated per ASCE/SEI 7-10 per NFPA 13-2016 Section 9.3.5.9.4 Per NFPA 13-2016, the following values are always assumed for a.,RP,and I.: aP RP IP 2.5 4.5 1.5 LEGEND EQUATIONS FPW Seismic Horizontal Design Force Fpu, = CpWp CP Seismic Coefficient per NFPA SS Short Period MCEr Spectral Response Acceleration 0.4 ZZ Where:C = 0.7* RP (1 +2 HI Fa Site Coefficient. See Tables Below. p p Sps Short Period Spectral Acceleration aP Component Amplification Factor. Taken as 2.5 for Fire Sprinkler Applications Where:Sns = 2�3 Fass RP Component Response Modification Factor.Taken as 4.5 for Fire Sprinkler Applications IP Component Importance Factor.Taken as 1.5 for Fire Sprinkler Applications CP max = 0.7* 1.6SDSIp WP Component Operating Weight.Taken as the weight of the Fire Sprinkler System in the ZOI plus 15% Z Height in the structure where the component attaches to the structure. Height is Cp min = 0.7* 0.3SDslp relative to the base of the structure and shall not be taken as less than 0 and shall not be larger than "H". h Average roof height of the structure relative to the base 5 SITE COEFFICIENT, FA PER ASCE/SEI 7-10 SS <_ 0.25 SS = 0.5 SS = 0.75 SS = 1 SS >_ 1.25 A 0.8 0.8 0.8 0.8 0.8 B 1 1 1 1 1 C 1.2 1.2 1.1 1 1 D 1.6 1.4 1.2 1.1 1 E 2.5 1.7 1.2 0.9 0.9 Use straight-line interpolation for intermediate values of S. SITE CLASSIFICATION PER ASCE/SEI 7-10 Site Class Ground Structure A Hard Rock B Rock C Very Dense Soil and Soft Rock D Stiff Soil E Soft Clay Soil 1' H Z t GROUND BEFORE A SEISMIC EVENT DURING A SEISMIC EVENT (Exaggerated) 6 Appendix D - Bill of Materials Project Name Ramo development Building B Code Requirements NFPA 13-2016 Last Updated March 17, 2023 QUANTITY FIGURE NUMBER PRODUCT DESCRIPTION Fastener AF086 AF086 Adjustable Structural Brace Attachment AF086 AF700 1/2"AF700 Universal Swivel Attachment AF700-1/2" AF035 4 NIPS AF035 Model K Brace Clamp AF035-4 NIPS x 1 NIPS 7 AFCONO Seismic Braces kkp Engineered Solutions Adjustable Structural Brace Attachment Fig.AF086 Material Specifications Size Range: Flange Thickness:1/4"—11/4" C UL US FM LISTED APPROVED Material Carbon Steel Finish ❑ Plain ❑ ELectro-Galvanized perASTM B633 Service I A seismic structural attachment designed to attach to steel 1-beams.The AF086 rigidly braces piping systems subjected to horizontal and vertical seismic loads. Approvals cULus Listed(ANSI/UL 203a)and FM Approved 1/2-13 Stud or Bolt x2(Not Included) (FM 1950-13).Complies with NFPA 13,ASCE 7, IBC,&MSS SP-127 bracing requirements. W Features The shear off nuts provide a visual indication that proper installation has been achieved. Fig.AF086 Ordering Bracket x2 Specify figure number,finish,and description. Fig.AF086 Shear Off Nut x2 H 1/z'-13x11/s Hex Bolt(Not Included) /z"-13 Hex Nut(Not Included) FIG.AF086 Dimensions and Weight Mounting Bolt Mounting Slots H W Weight In./mm In./mm Ibs/kgs 1/2" 1i2" 2.75 3.00 2.25 AFCON® (Ml2) (Ml2) 69.85 76.2 1.02 An ASC Engineered Solution PROJECT INFORMATION APPROVAL STAMP Project: Ramo development Building B El Approved Address: 166th Place NE , Building B,Arlington,WA 99999 ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: March 17,2023 Notes 1: Notes 2: SS-05.21 page 1 SS-SUB-AF086-v02 20220303 AFCONO Seismic Braces -F JIr WPPPPF' MC. Adjustable Structural Brace Attachment Engineered Solutions Fig.AF086 FIG.AF086 cULus Listing per ANSI/UL 203a(ASD) Structure Load Orientation Flange Thickness Horizontal Load Rating at Brace Angle V.4 30°-44" 45°-59° 60°-90` Listed 370lbf 523lbf 640lbf 740lbf ° Parallel to Flange Horizontial Steel 0.250-1.250 in (1.65 kN) (2.33 kN) (2.85 kN) (3.29 kN) Flange Perpendicular to (6.35-31.75 mm) 685 Ibf 968 Ibf 1186 Ibf 1370 Ibf Flange (3.05 kN) (4.31 kN) (5.28 kN) (6.09 kN) 1) Listed for installation with Fig.AF075,AF076,AF077,AF700,and AF771.The Lowest Load rating at angle shall control the load rating of the assembly. 2) Brace Angles are determined from Vertical. 3) Listed Load ratings reduced for angle ranges in accordance with NFPA 13-2019 TabLe 18.5.2.3. 4) Minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3. HorizontalSteeLRange FIG.AF086 ccULus Listing per UL 203a(ASD)for NFPA 13-2016 Editions or Earlier Seismic Load Parallel to Flange UL's current Listings are predicated on installation in accordance with the latest edition of NFPA 73.The 2016 and earlier editions of NFPA 13 referenced a minimum safety factor of 1.5 for the load rating as compared to 2.2 for the current edition.The load ratings noted in this table are consistent with the historical cULus Listings that were evaluated to the requirements of UL 203A,Outline of Investigation for Sway Brace Devices for Fire Sprinkler System Piping,based upon a minimum safety factor of 1.5 in accordance with the earlier editions of NFPA 73.The load ratings based upon the 2016 or earlier editions of NFPA 13 should only be used where approved by the Authority HavingJurisdiction(AHJ). O Structure Load Orientation Flange Thickness Horizontal Load Rating at Brace Angle 30"-44" 45°-59° 60°-90" Listed Parallel to Flange 632 Ibf 8941bf 1095 Ibf 1265 Ibf Horizontial Steel 0.250-1.250 in (2.81 kN) (3.98 kN) (4.87 kN) (5.63 kN) Flange Perpendicular to (6.35-31.75 mm) 1007 Ibf 1425 Ibf 1744lbf 2015 Ibf Flange (4.48 kN) (6.34 kN) (7.76 kN) (8.96 kN) Horizontal Steel Flange 1) Listed for installation with Fig.AF075,AF076,AF077,and AF700.The lowest load rating at angle shall control the Seismic Load Perpendicular Load rating of the assembly. e t0 Flan 2) Brace Angles are determined from Vertical. g 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2016 TabLe 9.3.5.2.3. 4) Minimum safety factor of 1.5 in accordance with NFPA13-2016 Section A.9.3.5.2.3. FIG.AF086 FM Approved(Listing)per FM 1950-13(ASD) Structure Load Orientation Flange Thickness Horizontal Load Rating at Brace Angle Notes: 30`-44' 45°-59° 60°-74' 75'-90° ASC Engineered Solutions*^^brand bracing components are designed to be compatible ONLY with other ASC Parallel to Flange 1270 Ibf 890 lbf 1070 lbf 1190 Ibf Engineered Solutions brand bracing components,resulting in a Vertical Steel _ 0.250-1.250 in (5.65 kN) (3.96 kN) (4.76 kN) (5.29 kN) Listed seismic bracing assembly.Updated UL Flange (6.35-31.75 mm) listing information may be viewed at www.uL.com and updated Perpendicular to 1180 Ibf 1630 Ibf 1990 Ibf 2220 Ibf FM approval information may be viewed at Flange (5.25 kN) (7.25 kN) (8.85 kN) (9.88 kN) www.approva[guide.com. 1) Listed for installation with Fig.AF075,AF076,AF077,and AF700.The lowest load rating at angle shall control Disclaimer: the Load rating of the assembly. 2) Brace Angles are determined from Vertical. ASC Engineered Solutions does not provide any warranties 3) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3.To convert the Load ratings and specifically disclaims any liability whatsoever with above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.2.3,multiply Load ratings by a factor of 0.68. respect to ASC bracing products and components that are 4) To convert to LRFD Load Ratings,ASD Load Ratings may be multiplied by a factor of 1.5. used in combination with products,parts or systems not manufactured or sold by ASC.In no event shall ASC be liable Installation for any incidental,direct,consequential,special or indirect damages or lost profits where non-ASC bracing components have been,or are used. Insert one 1/2"x 11/2"hex bolt through the mounting hole of one bracket. Seis Brace®Seismic Fire Protection Design Tool may be Z Place both brackets on a horizontal.steel flange. accessed at www.seisbrace.com 3 Install two 1/2"-13 studs or bolts with the shear off nuts through the mounting slots on both brackets.Studs or bolts manufactured per ASTM A307 or equivalent. 4 Torque Shear off nuts evenly and equally until the heads shear off. 5 Hand tighten the set screws until they contact the flange.Continue to torque the set screws [moo until the heads break off. 6 Install the 1/2"x 11/2"mounting bolt through the 1/2"AF075,AF076,AF077,AF700,or asc-es.com AF771 mounting hole.The mounting bolt shall be installed wrench tight Building connections that last" (Typically finger tight plus 1/4 to 1/2 turns). SS-03.22 page 2 SS-SUB-AF086-v0220220303 AFCONO Seismic Braces Engineered Solutions Universal Swivel Attachment Fig.AF700 Material Specifications Size Range Brace Member:See Table Anchors:1h"-1/4"(M12—M18) Material = Ductile Iron with Carbon Steel Hardware Finish 17, ❑ Plain ❑ ELectro-Galvanized perASTM B633 Service A seismic swivel attachment designed to connect �? a brace member to the building structure or to a seismic structural attachment.The AF700 rigidly braces piping systems subjected to horizontal and vertical seismic loads. i Approvals cULus Listed(ANSI/UL 203a)),FM Approved(FM c ul us Fm 1950-13),&FM Tested(FM 1950-16).FM Tested LISTED APPROVED (ANSI/FM 1950-16).Complies with NFPA 13,ASCE 7,IBC,&MSS SP-127 bracing requirements. Features • The set screw provides a visual indication that proper installation has been achieved OEliminates brace member eccentricity by T—Ac concentrically loading T'and 11/4"brace pipes + Ordering Specify figure number,fastener size,finish and D description. AX Y Disclaimer: L ASC Engineered Solutions does not provide any warranties and specifically disclaims any liability whatsoever with respect to ASC bracing products and components that are used in combination with products,parts or systems not manufactured or sold by ASC.In no event shall ASC be liable FIG.AF700 Dimensions and Weight for any incidental,direct,consequential,special or indirect A B C D L X Y Weight damages or lost profits where non-ASC bracing components have been,or are used. In./mm In./mm In./mm In./mm In./mm In./mm In./mm Ibs/kgs Seis Brace'Seismic Fire Protection Design Tool maybe 1.40 1.983 1.400 1.280 6.40 2.80 1.91 2.25 accessed at www.seisbrace.com 35.56 50.37 35.56 32.51 162.6 71.1 48.5 1.02 Notes: ASC Engineered SolutionsTI brand bracing components are designed to be compatible ONLY with other ���0� ASC Engineered Solutions brand bracing components,resulting in a Listed seismic bracing assembly. q,Updated UL listing information may be viewed at www.ut.com and updated FM approval information may be viewed at www.approvaLguide.com. — An ASC Engineered Solution PROJECT INFORMATION APPROVAL STAMP Project: Ramo development Building B El Approved Address: 166th Place NE , Building B,Arlington,WA 99999 ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: March 17,2023 Notes 1: Notes 2: SS-05.21 page 1 SS-SUB-AF700-vO2 20220408 / • © Seismic Braces Engineered Solutions Universal Swivel Attachment Fig.AF700 FIG.AF700 cULus Listing per ANSIML 203a(ASD) Brace Member Fastener Size Horizontal Load Rating at Brace Angle VA4 30°-44' 45°-59° 60°-90' Listed 1 2" 1/2"-W 942lbf 1333 Ibf 1632lbf 1885lbf Sch 40 Pipe(DN25-DN50) (M12-M18) (4.19 kN) (5.93 kN) (7.26 kN) (8.38 kN) 1) Load ratings may apply to NPFA 13 fastener orientations A,B,C,D,E,F,G,H,or I. 2) Brace Angles are determined from Vertical. 3) Listed Load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. 4) See table below for listed brace members. 5) Minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3. NFPA 13 Orientations A,B,or C FIG.AF700 FM Approved(Listing)per FM 1950-13(ASD) Brace Member Fastener Size Horizontal Load Rating at Brace Angle 30°-44° 45°-59° 60'-74' 74°-90° 1"-2 1/2"-3/4" 1780lbf 2510l1bf 3080lbf 3440lbf O Sch 40 Pipe (M12-M18) (7.92 kN) (11.17 kN) (13.70 kN) (15.30 kN) (DN25-DN50) 1) Load ratings may apply to NPFA 13 fastener orientations A,B,C,D,E,F,G,H,or I. 2) Brace Angles are determined from Vertical. 3) Listed Load ratings reduced for angle ranges in accordance with NFPA 13-2019 TabLe 18.5.2.3. 4) See table below for listed brace members. 5) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3.To convert the Load ratings above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.2.3,multiply Load ratings by a factor of 0.68. 6)To convert to LRFD Load Ratings,ASD Load Ratings may be multiplied by a factor of 1.5. NFPA13 Orientations D,E,or F FIG.AF700 FM Listed,Approved&Tested Brace Members Brace Member Brace Size Standard(or Equivalent) UL FM Sch.40 NPS Pipe 1",11/a",1 v2",2" ASTM A53,Al06,A135,or A795 ✓ ✓ O DN25 KS S 3562 Sch.40 Metric Pipe ✓ ✓ DN32 EN10255H ✓ DN40 GB/T 3091 ✓ Metric Pipe DN50 JIS G3454 ✓ FIG AF700 Horizontal Prying Factors(Pr)Per NFPA 13:Angles(Deg) Fastener Orientation A B c D E F G H I Brace Angle 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° NFPA 13 Orientations G, H,or I AF700 2.55 1.09 0.91 1.41 1.45 2.00 1.83 1.29 1.06 AF700 w/Metal Deck' 2.55 1.09 1.14 - - - - - - AF700 w/Metal Deck 2.75 1.11 1.14 - - - - - - 1) Prying factors reflect the basepLate`B"dimension overhanging the edge of the metal deck.Used for DeWalt [moo anchor Loads. 2) Prying factors reflect the basepLate"A"or"B"dimension overhanging the edge of the metal deck.Used for asc-es.com NFPA&HiLti anchor Loads. .I 3) Prying Factors calculated in accordance with NFPA13-2019 Section A.18.5.12.2. BUILding connections that lat Last' SS-05.21 page 2 SS-SUB-AF700-vo220220408 AFCONO Seismic Braces MC. P / Engineered Solutions Universal Swivel Attachment Fig.AF700 Method 1 - Connection to Brace Member First I Slide the brace member over the Lowerjaw until it contacts the back wall. 2 Hand tighten the set screw until it contacts the brace member.Continue to torque the set screw until the head breaks off. 3 Rotate the brace assembly up to the fastener or the related seismic structural attachment and connect through the mounting hole. 4 Tighten per the fastener or structural attachment specifications. 5 Ensure the brace angle is within the range specified. Notes:The cross bolt should be hand tight.Forvisual inspection,at least one thread should be exposed. Method 2 - Connection to Structure First Connect the AF700 to the fastener or the related seismic structural attachment. 2 Tighten per the fastener or structural attachment specifications. 3 Slide the brace member over the lowerjaw until it contacts the back wall. 4 Hand tighten the set screw until it contacts the brace member.Continue to torque the set screw until the head breaks off. 5 Rotate the brace member until the brace angle is within the specified range. Notes:The cross bolt should be hand tight.Forvisual inspection,at least one thread should be exposed.. Structural Attachments,Anchors,&Fasteners Listed,Approved,&Tested with the AF700 Structural Attachment Structure AF085 Steel Joist(Top Chord) AF086 Horizontal Steel Flange(I-Beam Bottom Flange) AF772 Horizontal Steel Flange(I-Beam Bottom Flange) Horizontal Steel Flange(I-Beam Top or Bottom Flange) AF778 C-Channel(Top or Bottom Flange) Vertical Flange of a Joist(Top Chord) AF779 All Structures with the Applicable Approved Anchor or Fastener DeWalt Cracked Concrete Power-Stud®+SD1 Cracked Concrete Filled Metal Deck DeWalt Cracked Concrete Power-Stud®+SD2 Cracked Concrete Filled Metal Deck DeWalt Cracked Concrete Wood-Knocker®I I+ DeWalt Bang-It°+ Cracked Concrete Filled Metal Deck DeWalt DDI+' Cracked Concrete Filled Metal Deck Cracked Concrete moo Anchors&Fasteners Cracked Concrete Filled Metal Deck Per NFPA 13 Steel asc-es.com Wood Saw Lumber or Glue-Laminated Timbers Building connections that last" SS-05.21 page 3 SS-SUB-AF700-4220220408 AFCONO Seismic Braces Engineered Solutions Model K Lateral Sway Brace Fig.AF035 Material Specifications Size Range: Service Pipe Size:T'-12" Brace Member:T'-2" Material Ductile Iron Casting with Carbon Steel Strap ' and Hardware Finish �#i ❑ Plain ❑ Electro-Galvanized V"a Service A seismic lateral brace designed to connect a brace member to the service pipe.The AF035 rigidly braces steel and CPVC piping systems subjected to horizontal and vertical seismic Loads. c �L us FM Approvals LISTED APPROVED cULus Listed(ANSI/UL 203a)and FM Approved (FM 1950-13).Complies with NFPA 13,ASCE 7, IBC,&MSS SP-127 bracing requirements. Features • The set screw provides a visual indication that proper installation has been achieved • Rounded edge design eliminates potential for abrasion of CPVC pipe Patents No.7,516,922,No.7,523,895 t ° Ordering O Specify figure number,service pipe size,brace size,finish,and description. o 1"(DN25)to 3"(DN80)Service Pipe 4"(DN100)to 12"Service Pipe AFCON® An ASC Engineered Solution PROJECT INFORMATION APPROVAL STAMP Project: Ramo development Building B El Approved Address: 166th Place NE , Building B,Arlington,WA 99999 ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: March 17,2023 Notes 1: Notes 2: SS-04.21 page 1 SS-SUB-AF035-v03 20220408 / • © Seismic Braces Engineered Solutions Model K Lateral Sway Brace Fig.AF035 FIG.AF035:Weight Per Size Brace Member Size Service Pipe Size 1"(DN25) 1%"(DN32) 116"(DN40) 2"(DN50) 1 1.60lbs 1.80lbs 2.00lbs 2.28lbs (DN25) 11�4" 1.68 lbs 1.88 lbs 2.08 lbs 2.36 lbs (DN32) 1/z 1.64 lbs 1.84 lbs 2.04 lbs 2.32 lbs (DN40) 2 1.88lbs 2.08lbs 2.28lbs 2.56lbs (DN50) 21/2" 1.90lbs 2.10lbs 2.30lbs 2.58lbs DN65 2.00lbs 2.20lbs 2.40lbs 2.68lbs 3 2.10lbs 2.30lbs 2.50lbs 2.78lbs (DN80) 4 2.18lbs 3.38lbs 3.58lbs 3.76lbs (DN100) 5 3.40lbs 3.60lbs 3.80lbs 4.08lbs (DN125) DN150 3.80lbs 4.00lbs 4.20lbs 4.48lbs 6" 3.90lbs 4.10lbs 4.30lbs 4.58lbs DN200 4.70lbs 4.90lbs 5.10lbs 5.38lbs 8" 4.80lbs 5.00lbs 5.20lbs 5.48lbs 10" 5.60lbs 5.80lbs 6.00lbs 6.28lbs 12" 6.16lbs 6.36lbs 6.56lbs 6.84lbs ®©o asc-es.com Building connections that last" SS-04.21 page 2 SS-SUB-AF035-4320220408 AFCONO Seismic Braces Engineered Solutions Model K Lateral Sway Brace Fig.AF035 FIG.AF035 cULus Listing per ANSI/UL 203a(ASD) Standard Speicalty Horizontal Load Rating at Brace Angle Service Service Service Pipe Size 30°-44° 45°-59° 60°-90° Listed Pipe Pipe Ibf/kN IVAN IYAN VAN V,Aa Sch.10 Mega-Thread 1" Sch.40 MLT/GL (DN25) CPVC Eddy Thread Metric Pipe EZ-Thread Mega-Flow Sch.10 MLT/GL 11/4° Sch.40 Mega-Thread (DN32) CPVC Eddy Flow Metric Pipe Eddy Thread EZ-Thread Mega-Flow Lateral Application Sch.10 MLT/GL 11/2 Sch.40 Mega-Thread (DN40) CPVC Eddy Flow Metric Pipe Eddy Thread EZ-Thread Fire-Flo 625 884 1082 1250 2.78 3.93 4.81 5.56 Mega-Flow Sch.10 MLT/GL 2" Sch 40 Mega-Thread (DN50) CPVC Eddy Flow Metric Pipe Eddy Thread EZ-Thread Fire-Flo Sch.10 Mega-Flow 2Y2" Sch.40 Eddy Flow CPVC Fire-Flo 4 DN65 Metric Pipe - Lateral Application Sch.10 Mega-Flow 3" Sch.40 Eddy Flow (DN80) CPVC Fire-Flo O Metric Pipe 4" Sch.10 Mega-Flow (DN100) Sch.40 Eddy Flow Metric Pipe Fire-Flo 51, Sch.10 O (DN125) Sch.40 - Metric Pipe DN150 Metric Pipe - 942 1333 1632 1885 Sch.10 4.19 5.93 7.26 8.38 6 Sch.40 Mega-Flow 0 DN200 Metric Pipe - 8„ 0.188"wall _ Sch.40 01ch.wall Riser Application 101, .Sch.40 12" 0.188"wall _ 1125 1591 1948 2250 Sch.40 5.00 7.08 8.67 10.01 1) Brace Angles are determined from Vertical. 2) Sch.10&0.188"Wall Load Ratings may be used for any thicker wall pipe of the same diameter. ®© 3) Listed Load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. 4) See table below for UL listed specialty pipes&UL Listed metric service pipes. 5) Load Ratings reflect 1"(DN25)-2"(DN50)brace members.See table below for Listed asc-es.com brace members. Building connections that last" 6) Minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3. SS-04.21 page 3 SS-SUB-AF035-v0320220408 AFCONO Seismic Braces Engineered Solutions Model K Lateral Sway Brace Fig.AF035 FIG.AF035 cULus Listing Per UL 203a(ASD)For NFPA 13-2016 Editions Or Earlier UL's current Listings are predicated on installation in accordance with the latest edition of NFPA 13.The 2076 and earlier editions of NFPA 13 referenced a minimum safety factor of 1.5 for the load rating as compared to 2.2 for the current edition.The load ratings noted in this table are consistent with the historical cULus Listings that were evaluated to the requirements of UL 2O3A,Outline of Investigation for Sway Brace Devices for Fire Sprinkler System Piping,based upon a V,44 minimum safety factor of 7.5 in accordance with the earlier editions of NFPA 73. The load ratings based upon the 2016 or earlier editions of NFPA 13 should only be used where approved by the Authority Having Jurisdiction(AHJ). Standard Speicalty Horizontal Load Rating at Brace Angle Service Service Service Pipe Size 30°-44° 45°-59° 60°-74° 75°-90° Pipe Pipe Ibf/kN Ibf/kN Ibf/kN Ibf/kN Sch.10 Mega-Thread 1 Sch 40 MLT/GL (DN25) Metric Pipe Eddy Thread EZ-Thread Mega-Flow Lateral Application Sch.10 MLT/GL 1° Sch 40 Mega-Thread (DN32) Metric Pipe Eddy Flow Eddy Thread EZ-Thread Mega-Flow MLT/GL 111 Sch.10 Mega-Thread (DN40) Sch.40 Eddy Flow Metric Pipe Eddy Thread EZ-Thread Fire-Flo Mega-Flaw MLT/GL 2" Sch.10 Mega-Thread (DN50) Sch.40 Eddy Flow Metric Pipe Eddy Thread EThread Fire-Flo Latera[Ap p llcation Fire-Flo 1382 1955 2393 2765 Sch.10 Mega-Flow 6.15 8.70 10.65 r 21/2 Sch.40 Eddy Flow Metric Pipe Fire-Flo O DN65 Metric Pipe - 3" Sch.10 Mega-Flaw (DN80) Sch.40 Eddy Flow Metric Pipe Fire-Flo 4" Sch.10 Mega-Flow O (DN100) Sch.40 Eddy Flow Metric Pipe Fire-Flo 5" Sch.10 (DN125) Sch.40 - Metric Pipe 0 DN150 Metric Pipe - 6" Sch.10 Sch.40 Mega Flow DN200 Metric Pipe - Riser Application 3" 0.188"Wall _ Sch.40 10" 0.188"Wall _ Sch.40 12" 0.188"Wall _ 1870 2644 3238 3740 Sch.40 8.32 11.77 14.40 16.64 1) Brace Angles are determined from Vertical. [moo 2) Sch.10&0.188"Wall Load Ratings may be used for any thicker wall pipe of the same diameter. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2016 Section A.9.3.5.2.3. asc-es.com 4) See table below for UL listed specialty pipes&UL Listed metric service pipes. 5) Load Ratings reflect T'(DN25)-2"(DN50)brace members.See table below for listed brace members. BUILdIng connections that Last" 6) Minimum safety factor of 2.2 in accordance with NFPA 13-2016 Section A.9.3.5.2.3. SS-03.22 page 4 SS-SUB-AF035-v03 20220408 AFCONO Seismic Braces Engineered Solutions Model K Lateral Sway Brace Fig.AF035 FIG.AF035 FM Approved(Listing)per FM 1950-13(ASD) Standard Speicalty Horizontal Load Rating at Brace Angle Service Service Service VAO Pipe Size Pipe Pipe 30°-44° 45°-59° 60°-74° 75'-90° bf/kN Ibf/kN Ibf/kN Ibf/kN Sch.10 Mega-Thread 1 Sch. MLT/GL (DN25) Metric Pipe Eddy Thread EZ-Thread Mega-Flow 1660 2350 2880 3210 MLT/GL 7.38 10.45 12.81 14.28 114° Sch.10 Mega-Thread (DN32) Sch.40 Eddy Flow Metric Pipe Eddy Thread EZ-Thread Lateral Application Mega-Flow MLT/GL 11/2 Sch.10 Mega-Thread (DN40) Sch.40 Eddy Flow Metric Pipe Eddy Thread EZ-Thread Fire-Flo 1540 2170 2660 2970 Mega-Flow 6.85 9.65 11.83 13.21 MILT/GL 2" Sch.10 Mega-Thread (DN50) Sch.40 Eddy Flow Metric Pipe Eddy Thread EZ-Thread Fire-Flo Sch.10 Mega-Flow 2Y2 Sch.40 Eddy Flow Fire-Flo Lateral Application DN65 Metric Pipe - 1270 1790 2200 2450 5.65 7.96 9.79 10.90 O 3" Sch.10 Mega-Flow (DN80) Sch.40 Eddy Flow Metric Pipe Fire-Flo 4" Sch.10 Mega-Flow O 1020 1450 1770 1980 (DN100) Sch.40 Eddy Flow 4.54 6.45 7.87 8.81 Metric Pipe Fire-Flo 5° Sch.10 (DN125) Sch.40 - Metric Pipe O 860 1220 1490 1660 DN150 Metric Pipe - 3.83 5.43 6.63 7.38 6" Sch.10 Mega-Flow Sch.40 Riser Application DN200 Metric Pipe - 540 770 950 1060 8„ 0.188"Wall _ 2.40 3.43 4.23 4.72 Sch.40 1) Brace Angles are determined from Vertical. 2) Sch.10&0.188"Wall Load Ratings may be used for any thicker wall pipe of the same diameter. ®© 3) See table below for FM Listed specialty pipes&FM Listed metric service pipes. 4) Load Ratings reflect 1"(DN25)-2"(DN50)brace members.See table below for Listed brace members. 5) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3.To convert the load ratings asc-es.com above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.2.3,multiply Load ratings by a factor of 0.68. 5)To convert to LRFD Load Ratings,ASD Load Ratings may be muLtipLied by a factor of 1.5. BUILding connections that Last" SS-04.21 page 5 SS-SUB-AF035-v0320220408 AFCONO Seismic Braces xcwk, / Engineered Solutions Model K Lateral Sway Brace Fig.AF035 Place the AF035 over the service pipe to be braced. Z Insert the brace member through the cast hoop ends. The end of the brace pipe shall extend at least 1"(25.4 mm)past the cast hoop ends. 3 Hand tighten the set screws until they contact the brace member. Continue to torque the set screws until the heads bottom out on the cast hoop ends. 4 Tighten per the fastener or structural attachment specifications. 5 Ensure the brace angle is within the specified range. Notes:The brace member may be installed above or below the service pipe. 1"Min. ❑ ❑ Set Screw Installation 10i FIG.AF035 cULus Listed&FM Approved Brace Members Brace Member Brace Size Standard(or Equivalent) UL FM Sch.40 NPS Pipe 1",1Y4",1'h",2" ASTM A53,Al06,Al35,or A795 ✓ ✓ KS S 3562 ✓ ✓ Sch.40 Metric Pipe DN25 EN10255H ✓ DN32 DN40 GB/T 3091 ✓ DN50 Metric Pipe JIS G3454 ✓ FIG.AF035 cULus Listed&FM Approved Metric Service Pipes Service Pipe Standard(or Equivalent) Service Pipe Size UL FM KS D 3507 ✓ ✓ KS D 3537 DN25 KS D 3562 DN32 ✓ ✓ Sch.40 DN40 GB/T 3091 DN50 ✓ GB/T 3092 DN65 JIS G3452 DN80 ✓ DN100 EN 10255M DN125 ✓ DN150 EN 10255H DN200 ✓ Notes: ASC Engineered Solutions-brand bracing components are designed to be compatible ONLY with other ASC Engineered Solutions brand bracing components,resulting in a Listed seismic bracing assembly.Updated UL Listing information may ®© be viewed at www.uL.com and updated FM approval information may be viewed at www.approvaLguide.com. Disclaimer: asc-es.com ASC Engineered Solutions does not provide any warranties and specifically disclaims any Liability whatsoever with respect to ASC bracing products and components that are used in combination with products,parts or systems not Buildin connections that last' manufactured or sold by ASC.In no event shall ASC be Liable for any incidental,direct,consequential,special or indirect g damages or lost profits where non-ASC bracing components have been,or are used. Seis Brace®Seismic Fire Protection Design Tool may be accessed at www.selsbrace.com SS-04.21 page 6 SS-SUB-AF035-v0320220408 Seismic Brace Report '0 p . / Ack,Engineered Solutions Project Name Ramo development Building B APPROVAL STAMP MI Date 03/17/2023 ❑ Approved Address 166th Place NE Building B ❑ Approved as Noted Arlington, WA 99999 ❑ Not Approved Remarks: Standard NFPA 13-2016 BRACE SUMMARY Brace Name Drawing Reference Seismic Design Load Structure Brace Description Fastener Attachments Longitudinal 1 FP2 558 Ibf. Horizontal Beam Flange Longitudinal Orientation 60°-90° 1 NPS AF778 Sch 40 AF700-1/2" AF730-4 NPS NOTE:Per NFPA 13-2016,all load capacities listed for fasteners installed in cracked concrete have been reduced based on the prying factors listed forASC's swivel attachments.Prying factors for NFPA fastener orientations"A"through "I"may be found in ASC's individual product submittal at asc-es.com NFPA 13-2016 Product loads incorporate a minimum safety factor of 1.5.NFPA 13-2019 FM Product loads have been reduced to include a safety factor of 2.2 unless noted in the applicable product submittal. The products specified within this report are limited to the capability of the sway brace assembly alone to resist the calculated seismic force resulting from user input. Point loads applied to structural elements as a result of seismic forces are not evaluated by the software.The seismic load rating of the fastener attached to a structural element is determined by one of the following:NFPA 13,UL listing,FM Global approval,or other empirical testing.The review of the of the structural element(s)as a whole and/or the entire structure and its ability to resist the seismic load(s)is beyond the scope of these seismic calculations. ASC MAKES NO WARRANTIES,EXPRESS,IMPLIED,STATUTORY,OR OTHERWISE, WITH RESPECT TO THE SOFTWARE OR THE SEISMIC CALCULATIONS,AND ASC SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. 1 LONGITUDINAL 1 - SEISMIC BRACE CALCULATIONS Seismic Project Longitudinal brace to beams Brace Name Longitudinal 1 Standard NFPA 13-2016 Drawing Reference FP2 Brace Type Longitudinal Approval Agency UL Listed STRUCTURE INFORMATION SEISMIC BRACE ATTACHMENTS Structure I-Beam/Joist Model Size Load Rating Substrate Horizontal Beam Flange Structural Att. AF778 N/A 1,385 Ibf. Thickness 0.250 in. Swivel Att. AF700 1/2" 1,632 Ibf. Load Orientation Perpendicular to Beam Pipe Att. AF730 4 NPS 1,632 Ibf. BRACE INFORMATION See Appendix A for alternate seismic brace attachments. Brace Member 1 NPS Sch 40 All seismic brace attachments manufactured byASC Engineered Solutions. Brace Length Max 7 ft 0 in Brace Angle 60' -90' _ Fig.AF778 Structure: Least Radius of Gyration 0.421 In. Beam (By Others) I/r Ratio Max 200 Fig.AF701 Max Horizontal Load 1,604 Ibf. FASTENER INFORMATION Schedule 40J ® Fig.AF730 Brace Pipe Fastener Name N/A Service Pipe Net Vertical Reaction Forces do not need to be addressed per NFPA 13-2016. SPRINKLER SYSTEM LOAD CALCULATION (Fpw = Cp*Wp) Cp = 0.537 ;111&. M Qty Line Description Pipe Diameter/Type Length Weight per ft Weight 1 Main Braced Pipe 4 NPS Eddy Flow 80.00 ft. 11.29 lb/ft. 903.20 lb. Total System Weight 903.20 lb. System Design Weight (Wp) 1,039.00 lb. Horizontal Seismic Load (Fpw) 558 IV. 2 Appendix A - Alternate Seismic Brace Attachments LONGITUDINAL 1 Structural Attachment Structural Attach. Size Structural Attach. Capacity Swivel Pipe Attachment AF720 1,385 Ibf. AF700 1/2" 11,632 Ibf. AF086 1,744 Ibf. AF700 1/2" 11,632 Ibf. 3 Appendix B - Enlarged Images LONGITUDINAL 1 Fig. AF77S Structure. Beam (By Others) �\ `J Fig. AF700 c. Fig. AF730 Schedule 40 O Brace Pipe \� Service Pipe 0 4 Appendix C - Cp Calculations BRACE CALCULATION DATA Brace Name Brace Ref Method CP Ss Site Fa SDS Z H Longitudinal 1 FP2 A 0.537 1.088 CALCULATION METHODS A CP calculated per NFPA 13-2016 Table 9.3.5.9.3 B CP entered by user C CP calculated per ASCE/SEI 7-10 per NFPA 13-2016 Section 9.3.5.9.4 Per NFPA 13-2016, the following values are always assumed for a.,RP,and I.: aP RP IP 2.5 4.5 1.5 LEGEND EQUATIONS FPW Seismic Horizontal Design Force Fpu, = CpWp CP Seismic Coefficient per NFPA SS Short Period MCEr Spectral Response Acceleration 0.4 ZZ Where:C = 0.7* RP (1 +2 HI Fa Site Coefficient. See Tables Below. p p SpS Short Period Spectral Acceleration aP Component Amplification Factor. Taken as 2.5 for Fire Sprinkler Applications Where:Sns = 2�3 Fass RP Component Response Modification Factor.Taken as 4.5 for Fire Sprinkler Applications IP Component Importance Factor.Taken as 1.5 for Fire Sprinkler Applications CP max = 0.7* 1.6SDSIp WP Component Operating Weight.Taken as the weight of the Fire Sprinkler System in the ZOI plus 15% Z Height in the structure where the component attaches to the structure. Height is Cp min = 0.7* 0.3SDslp relative to the base of the structure and shall not be taken as less than 0 and shall not be larger than "H". h Average roof height of the structure relative to the base 5 SITE COEFFICIENT, FA PER ASCE/SEI 7-10 SS <_ 0.25 SS = 0.5 SS = 0.75 SS = 1 SS >_ 1.25 A 0.8 0.8 0.8 0.8 0.8 B 1 1 1 1 1 C 1.2 1.2 1.1 1 1 D 1.6 1.4 1.2 1.1 1 E 2.5 1.7 1.2 0.9 0.9 Use straight-line interpolation for intermediate values of S. SITE CLASSIFICATION PER ASCE/SEI 7-10 Site Class Ground Structure A Hard Rock B Rock C Very Dense Soil and Soft Rock D Stiff Soil E Soft Clay Soil 1' H Z t GROUND BEFORE A SEISMIC EVENT DURING A SEISMIC EVENT (Exaggerated) 6 Appendix D - Bill of Materials Project Name Ramo development Building B Code Requirements NFPA 13-2016 Last Updated March 17, 2023 QUANTITY FIGURE NUMBER PRODUCT DESCRIPTION Fastener AF778 AF778 Universal Structural Brace Attachment AF778 AF700 1/2"AF700 Universal Swivel Attachment AF700-1/2" AF730 4 NPS AF730 Longitudinal&Lateral Seismic Clamp AF730-4 NPS 7 / • © Seismic Braces Engineered Solutions Universal Structural Brace Attachment Fig.AF778 Material Specifications Size Range: Flange Thickness: '/s"to 1/4"thick Material A Ductile Iron Casting with Carbon Steel Hardware Finish ❑ Plain + '• ❑ ELectro-Galvanized perASTM B633 7 Service A seismic structural attachment designed to 1/2"Mounting Bolt attach to steel I-beams,flanges,and joists.The AF778 rigidly braces piping systems subjected to L horizontal and vertical seismic loads. Approvals cULus Listed(ANSI/UL 203a),FM Approved(FM 1950-13),&OSHPD(OPM-0351-13).Complies with NFPA 13,ASCE 7,IBC,&MSS SP-127 bracing osr )pd C&S FM requirements. OPM 0351 13 LISTED APPROVED "'Z6— Features • The set screw provides a visual indication that proper installation has been achieved FIG. AF778 Dimensions and Weight May be installed anywhere a Fig 92 standard A B L W H Weight throat beam clamp may be installed Mounting Bolt In./mm In./mm In./mm In./mm In./mm Ibs/kg Ordering 1/2" 0.75 0.75 4.13 2.75 2.25 2.26 Specify figure number,finish,and description. (M12) 19.1 19.1 104.8 69.9 57.2 1.03 Installation 3 Mount the AF700,AF771,or AF076 to the Place the AF778 on a horizontal or vertical 1/2'mounting bolt.The mounting bolt shall steel flange be installed wrench tight(typically finger tight plus 1/4 to 1/2 turns). 2 Hand tighten the set screws until they Notes: When installed with the AF700,AF771, AFCON® contact the flange.Continue to torque the orAF076,the lowest load rating at angle 10set screws until the heads break off. shall control the load rating of the assembly. An ASC Engineered Solution PROJECT INFORMATION APPROVAL STAMP Project: Ramo development Building B El Approved Address: 166th Place NE , Building B,Arlington,WA 99999 ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: March 17,2023 Notes 1: Notes 2: SS-05.21 page 1 SS-SUB-AF778-v02 20220304 AFICONO Seismic Braces mc. Universal Structural Brace Attachment Engineered Solutions Fig.AF778 FIG.AF778 cULus Listing per ANSI/UL 203a(ASD) Structure Load Orientation Flange Thickness Horizontal Load Rating at Brace Angle 30°-44° 45°-59° 60°-90° Listed Horizontal Steel Flange and Parallel to Flange 0.1875-0.750 in 800 lbf 1131 lbf 1385 lbf 1600 lbf Vertical Steel Flange Perpendicular to Flange (4.76-19.05 mm) (3.56 W) (5.03 kN) (6.16 kN) (7.12 kN) 1) Listed for installation with Fig.AF700,AF771,and AF076 2) Brace Angles are determined from Vertical. /7 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. 4)Minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3. Horizontal Steel Flange FIG.AF778 cULus Listing per UL 203a(ASD)for NFPA 13-2016 Editions or Earlier Seismic Load Parallel to Flange UL's current Listings are predicated on installation in accordance with the latest edition of NFPA 73.The 2076 and earlier editions of NFPA 13 referenced a minimum safety factor of 1.5 for the load rating as compared to 2.2 for the current edition.The load ratings noted in this table are consistent with the historical cULus Listings that were evaluated to the requirements of UL 203A,Outline of Investigation for Sway Brace Devices for Fire Sprinkler System Piping,based upon a minimum safety factor of 7.5 in accordance with the earlier editions of NFPA 73.The load ratings based upon the 2016 or earlier editions of NFPA 73 should only be used where approved by the Authority HavingJurisdiction(AHJ). Structure Load Orientation Flange Thickness Horizontal Load Rating at Brace Angle 30°-44" 45'-59° 60°-90" Listed 0.1875-0.249 in 500 lbf 707lbf 865lbf 1000 lbf (4.76-6.32 mm) (2.22 kN) (3.15 kN) (3.85 kN) (4.45 kN) Horizontal Steel Flange and Parallel to Flange 0.250-0.499 in 800 lbf 1131 lbf 1385 lbf 1600 lbf Vertical Steel Flange Perpendicular to Flange (6.35-12.67 mm) (3.56 kN) (5.03 kN) (6.16 kN) (7.12 kN) Horizontal Steel Flange 0.500-0.750 in 1007lbf 1425lbf 1744lbf 20151bf Seismic Load Perpendicularto Flange (12.70-19.05 mm) (4.48 kN) (6.34 kN) (7.76 kN) (8.96 kN) 1) Listed for installation with Fig.AF700&AF771 2) Brace Angles are determined from Vertical. po po 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2016 Table 9.3.5.2.3. 4)Minimum safety factor oft.5in accordance with NFPA13-2016 Section A.9.3.5.2.3. 0 FIG.AF778 FM Approved(Listing)per FM 1950-13(AS Horizontal Load Rating at Brace Angle D) Structure Load Orientation Flange Thickness 30°-44° 45°-59° 60°-74° 75°-90° Parallel to Flange 870 lbf 1440 lbf 1230 lbf 1360 lbf (3.87 kN) (6.14 kN) (5.47 kN) (6.05 kN) Horizontal Steel Flange Perpendicular to Flange 1030lbf 2260lbf 2490lbf 2750lbf 0.125-0.750 in (4.58 kN) (10.05 kN) (11.08 kN) (12.23 kN) Vertical Steel Flange (3.18-19.05 mm) 1280 lbf 18401bf 2210 lbf 2470 lbf Seismic Load Parallel to Flange Parallel to Flange (5.69 kN) (8.18 kN) (9.83 kN) (10.99 kN) Vertical Steel Flange Perpendicular to Flange 1570lbf 1490lbf 1040lbf 1150lbf (6.98 kN) (6.63 kN) (4.63 kN) (5.12 kN) 1) Listed for installation with Fig.AF700&AF771 2) Brace Angles are determined from Vertical. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. O 4) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3.To convert the load ratings above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.2.3,multiply load ratings by a factor of 0.68. 5) To convert to LRFD Load Ratings,ASD Load Ratings may be multiplied by a factor of 1.5 Notes: ASC Engineered SolutionsTm brand bracing components are designed to be compatible ONLYwith other ASC Engineered Solutions brand bracing components,resulting in a Listed seismic bracing assembly.Updated UL Listing information may be viewed at www.uL.com and updated FM approval information may be viewed at www.approvaLguide.com. Vertical Steel Flange Seismic Load Perpendicularto Flange Disclaimer: ASC Engineered SolutionsTm does not provide any warranties and specifically disclaims any liability whatsoever with respect to ASC bracing products and components that are used in combination with products,parts or systems not manufactured or sold by ASC.In no event shall ASC be liable for any incidental,direct,consequential,special or ®© indirect damages or lost profits where non-ASC bracing components have been,or are used. Seis Brace®Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com asc-es.com Building connections that last" SS-03.22 page 2 SS-SUB-AF778-v0220220304 AFCONO Seismic Braces Engineered Solutions Universal Swivel Attachment Fig.AF700 Material Specifications Size Range Brace Member:See Table Anchors:1h"-1/4"(M12—M18) Material Ductile Iron with Carbon Steel Hardware Finish ❑ Plain ❑ ELectro-Galvanized perASTM B633 Service A seismic swivel attachment designed to connect a brace member to the building structure or to a seismic structural attachment.The AF700 rigidly braces piping systems subjected to horizontal and vertical seismic loads. i Approvals cULus Listed(ANSI/UL 203a)),FM Approved(FM c ul us Fm 1950-13),&FM Tested(FM 1950-16).FM Tested LISTED APPROVED (ANSI/FM 1950-16).Complies with NFPA 13,ASCE 7,IBC,&MSS SP-127 bracing requirements. Features • The set screw provides a visual indication that proper installation has been achieved OEliminates brace member eccentricity by T—Ac concentrically loading T'and 11/4"brace pipes + Ordering Specify figure number,fastener size,finish and D description. AX Y Disclaimer: L ASC Engineered Solutions does not provide any warranties and specifically disclaims any liability whatsoever with respect to ASC bracing products and components that are used in combination with products,parts or systems not manufactured or sold by ASC.In no event shall ASC be liable FIG.AF700 Dimensions and Weight for any incidental,direct,consequential,special or indirect A B C D L X Y Weight damages or lost profits where non-ASC bracing components have been,or are used. In./mm In./mm In./mm In./mm In./mm In./mm In./mm Ibs/kgs Seis Brace'Seismic Fire Protection Design Tool maybe 1.40 1.983 1.400 1.280 6.40 2.80 1.91 2.25 accessed at www.seisbrace.com 35.56 50.37 35.56 32.51 162.6 71.1 48.5 1.02 Notes: ASC Engineered SolutionsTI brand bracing components are designed to be compatible ONLY with other ���0� ASC Engineered Solutions brand bracing components,resulting in a Listed seismic bracing assembly. q,Updated UL listing information may be viewed at www.ut.com and updated FM approval information may be viewed at www.approvaLguide.com. — An ASC Engineered Solution PROJECT INFORMATION APPROVAL STAMP Project: Ramo development Building B El Approved Address: 166th Place NE , Building B,Arlington,WA 99999 ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: March 17,2023 Notes 1: Notes 2: SS-05.21 page 1 SS-SUB-AF700-vO2 20220408 / • © Seismic Braces Engineered Solutions Universal Swivel Attachment Fig.AF700 FIG.AF700 cULus Listing per ANSIML 203a(ASD) Brace Member Fastener Size Horizontal Load Rating at Brace Angle VA4 30°-44' 45°-59° 60°-90' Listed 1 2" 1/2"-W 942lbf 1333 Ibf 1632lbf 1885lbf Sch 40 Pipe(DN25-DN50) (M12-M18) (4.19 kN) (5.93 kN) (7.26 kN) (8.38 kN) 1) Load ratings may apply to NPFA 13 fastener orientations A,B,C,D,E,F,G,H,or I. 2) Brace Angles are determined from Vertical. 3) Listed Load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. 4) See table below for listed brace members. 5) Minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3. NFPA 13 Orientations A,B,or C FIG.AF700 FM Approved(Listing)per FM 1950-13(ASD) Brace Member Fastener Size Horizontal Load Rating at Brace Angle 30°-44° 45°-59° 60'-74' 74°-90° 1"-2 1/2"-3/4" 1780lbf 2510l1bf 3080lbf 3440lbf O Sch 40 Pipe (M12-M18) (7.92 kN) (11.17 kN) (13.70 kN) (15.30 kN) (DN25-DN50) 1) Load ratings may apply to NPFA 13 fastener orientations A,B,C,D,E,F,G,H,or I. 2) Brace Angles are determined from Vertical. 3) Listed Load ratings reduced for angle ranges in accordance with NFPA 13-2019 TabLe 18.5.2.3. 4) See table below for listed brace members. 5) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3.To convert the Load ratings above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.2.3,multiply Load ratings by a factor of 0.68. 6)To convert to LRFD Load Ratings,ASD Load Ratings may be multiplied by a factor of 1.5. NFPA13 Orientations D,E,or F FIG.AF700 FM Listed,Approved&Tested Brace Members Brace Member Brace Size Standard(or Equivalent) UL FM Sch.40 NPS Pipe 1",11/a",1 v2",2" ASTM A53,Al06,A135,or A795 ✓ ✓ O DN25 KS S 3562 Sch.40 Metric Pipe ✓ ✓ DN32 EN10255H ✓ DN40 GB/T 3091 ✓ Metric Pipe DN50 JIS G3454 ✓ FIG AF700 Horizontal Prying Factors(Pr)Per NFPA 13:Angles(Deg) Fastener Orientation A B c D E F G H I Brace Angle 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° NFPA 13 Orientations G, H,or I AF700 2.55 1.09 0.91 1.41 1.45 2.00 1.83 1.29 1.06 AF700 w/Metal Deck' 2.55 1.09 1.14 - - - - - - AF700 w/Metal Deck 2.75 1.11 1.14 - - - - - - 1) Prying factors reflect the basepLate`B"dimension overhanging the edge of the metal deck.Used for DeWalt [moo anchor Loads. 2) Prying factors reflect the basepLate"A"or"B"dimension overhanging the edge of the metal deck.Used for asc-es.com NFPA&HiLti anchor Loads. .I 3) Prying Factors calculated in accordance with NFPA13-2019 Section A.18.5.12.2. BUILding connections that lat Last' SS-05.21 page 2 SS-SUB-AF700-vo220220408 AFCONO Seismic Braces MC. P / Engineered Solutions Universal Swivel Attachment Fig.AF700 Method 1 - Connection to Brace Member First I Slide the brace member over the Lowerjaw until it contacts the back wall. 2 Hand tighten the set screw until it contacts the brace member.Continue to torque the set screw until the head breaks off. 3 Rotate the brace assembly up to the fastener or the related seismic structural attachment and connect through the mounting hole. 4 Tighten per the fastener or structural attachment specifications. 5 Ensure the brace angle is within the range specified. Notes:The cross bolt should be hand tight.Forvisual inspection,at least one thread should be exposed. Method 2 - Connection to Structure First Connect the AF700 to the fastener or the related seismic structural attachment. 2 Tighten per the fastener or structural attachment specifications. 3 Slide the brace member over the lowerjaw until it contacts the back wall. 4 Hand tighten the set screw until it contacts the brace member.Continue to torque the set screw until the head breaks off. 5 Rotate the brace member until the brace angle is within the specified range. Notes:The cross bolt should be hand tight.Forvisual inspection,at least one thread should be exposed.. Structural Attachments,Anchors,&Fasteners Listed,Approved,&Tested with the AF700 Structural Attachment Structure AF085 Steel Joist(Top Chord) AF086 Horizontal Steel Flange(I-Beam Bottom Flange) AF772 Horizontal Steel Flange(I-Beam Bottom Flange) Horizontal Steel Flange(I-Beam Top or Bottom Flange) AF778 C-Channel(Top or Bottom Flange) Vertical Flange of a Joist(Top Chord) AF779 All Structures with the Applicable Approved Anchor or Fastener DeWalt Cracked Concrete Power-Stud®+SD1 Cracked Concrete Filled Metal Deck DeWalt Cracked Concrete Power-Stud®+SD2 Cracked Concrete Filled Metal Deck DeWalt Cracked Concrete Wood-Knocker®I I+ DeWalt Bang-It°+ Cracked Concrete Filled Metal Deck DeWalt DDI+' Cracked Concrete Filled Metal Deck Cracked Concrete moo Anchors&Fasteners Cracked Concrete Filled Metal Deck Per NFPA 13 Steel asc-es.com Wood Saw Lumber or Glue-Laminated Timbers Building connections that last" SS-05.21 page 3 SS-SUB-AF700-4220220408 / • © Seismic Braces `11111�:p Engineered Solutions Longitudinal & Lateral Seismic Clamp Fig.AF730 Material Specifications Size Range Service Pipe Size:1"-12",DN25-DN100 Material Carbon Steel Clamp and Hardware.Ductile Iron l Brace Member Attachment Fitting. Finish ❑ Plain .. .- ❑ Clamp:Hot Dipped Galvanized per T,,r' ' ASTM A153 c us <a> El Brace Member Attachment Fitting: LISTED APPROVED Electro-Galvanized per ASTM B633 A Service A seismic longitudinal and Lateral brace clamp designed to connect a piping system to a brace BB O member.The AF730 rigidly braces piping systems :+ O subjected to horizontal and vertical seismic loads. Y Approvals cULus Listed(ANSI/UL 203a)and FM Approved (FM 1950-13).FM Tested(ANSI/FM 1950-16). FIG.AF730 Dimensions and Weight Complies with NFPA 13,ASCE 7,IBC,&MSS SP-127 bracing requirements. Size A B Y Weight Features In./mm In./mm In./mm Ibs/kgs • Torque off set screw and nuts provide a visual 1"(DN25) 7.6 193 2.49 1.13 indication that the desired installation torque 11/2"(DN32) 8.0 203 2.55 1.13 values have been achieved. 11/2" DN40 8.2 208 2.64 1.20 Ordering ( ) Specify figure number,service pipe size,finish, 2"(DN50) 8.7 221 2.78 1.26 and description. 21/2" 9.2 234 2.92 1.32 DiscLaimer: ASC Engineered Solutions does not provide any warranties 3"(DN80) 9.8 249 3.13 1.42 and specifically disclaims any liability whatsoever with 1.50 38.1 1.91 48.5 respect to ASC bracing products and components that 4"(DN 100) 10.8 274 3.38 1.53 are used in combination with products,parts or systems not manufactured or sold by ASC.In no event shall ASC 5" 12.1 307 3.81 1.73 be liable for any incidental,direct,consequential,special or indirect damages or lost profits where non-ASC bracing 6" 13.2 335 4.12 1.87 components have been,or are used. 8 15.2 386 6.40 2.90 Sells Brace'Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com 10" 18.1 460 7.60 3.45 12" 20.1 511 8.60 3.90 Notes: ASC Engineered SolutionsT"'brand bracing components are designed to be compatible ONLYwith other AFCON® ASC Engineered Solutions brand bracing components,resulting in a Listed seismic bracing assembly. 10 Updated UL listing information may be viewed at www.uL.com and updated FM approval information may be viewed at www.approvaLguide.com. An ASC Engineered Solution PROJECT INFORMATION APPROVAL STAMP Project: Ramo development Building B El Approved Address: 166th Place NE , Building B,Arlington,WA 99999 ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: March 17,2023 Notes 1: Notes 2: SS-OT20 page 1 SS-SUB-AF730-vO4 20221228 AFCONO Seismic Braces MC Engineered Solutions Longitudinal & Lateral Seismic Clamp Fig.AF730 FIG.AF730 cULus Listing per ANSI/UL 203a(ASD) Horizontal Load Rating at Brace Angle Service Standard Specialty Longitudinal Load Rating Lateral Load Rating Pipe Service Service V.,O `11111�:p Size Pipe Pipe 30°-44° 45`-59` 60°-90° Listed 30`-44` 45°-59° 60°-90° Listed VAN VAN VAN IVAN IVAN VAN VAN VAN Sch.A Mega-Thread 1 Sch.40 MLT/GL 340 480 588 680 340 480 588 680 (DN25) Metric Pipe Eddy Thread 1.51 2.14 2.62 3.02 1.51 2.14 2.62 3.02 EZ-Thread Mega-Flow O Sch.10 MLT/GL 11/4 Sch.40 Mega-Thread (DN32) Metric Pipe EEddd Flow Longitudinal Application ThreaEZ-Thread Mega-Flow MLT/GL 11/2 Sch.10 Mega-Thread Sch.40 Eddy Flow 375 530 649 750 375 530 649 750 (DN40) Metric Pipe Eddy Thread 1.67 2.36 2.89 3.34 1.67 2.36 2.89 3.34 Fire-Flo EZ-Thread Mega-Flow MLT/GL 2" Sch.10 Mega-Thread (DN50) Sch.40 Eddy Flow Metric Pipe Eddy Thread Fire-Flo 0 EZ-Thread Mega-Flow 21/2 Sch.10 Eddy Flow Sch.40 Fire-Flo Lateral Application 545 770 943 1090 545 770 943 1090 Sch.10 Mega-Flow 2.42 3.43 4.19 4.85 2.42 3.43 4.19 4.85 3 Sch.40 Eddy Flow (DN80) Metric Pipe Fire-Flo 4„ Sch.10 Mega-Flow (DN100) Sch.40 Eddy Flow Metric Pipe Fire-Flo 51, Sch.10 _ Sch.40 Sch.10 942 1333 1632 1885 942 1333 1632 1885 6 Sch.40 Mega-Flow 4.19 5.93 7.26 8.38 4.19 5.93 7.26 8.38 Sch.10 8" 0.188"Wall - Riser Application Sch.40 10" 0.188"Wall _ Sch.40 Brace Angles are determined from Vertical. Sch.10&0.188"Wall Load Ratings may be used for any thicker wall pipe of the same diameter. ®© Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. See table on page 4 for UL listed specialty pipes&UL Listed metric service pipes. asc-es.com See table on page 4 for UL listed brace members. Load ratings include a minimum safety factor of 2.2 in accordance with NFPA13-2019 Section A.18.5.2.3. BUILdIng connections that Last' All load ratings may be used for NFPA 13-2016 designs. SS-07.20 page 2 SS-SUB-AF730-v0420221228 AFCONO Seismic Braces MC Engineered Solutions Longitudinal & Lateral Seismic Clamp Fig.AF730 FIG.AF730 FM Approved(Listing)per FM 1950-13(ASD) Horizontal Load Rating at Brace Angle Service Standard Specialty Longitudinal Load Rating Lateral Load Rating Pipe Service Service VAO %IIZ:P Size Pipe Pipe 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° Ibf/kN Ibf/kN Ibf/kN Ibf/kN Ibf/kN Ibf/kN Ibf/kN bf/kN Sch.10 Mega-Thread V Sch.40 MLT/GL 550 640 670 740 1740 2460 3010 3360 (DN25) Metric Pipe Eddy Thread 2.24 2.84 2.98 3.29 7.74 10.94 13.39 14.95 EZ-Thread Mega-Flow 0 Sch.10 MLT/GL 1Y4" Sch.40 Mega-Thread 740 680 820 1620 1430 2020 2480 2770 (DN32) Metric Pipe Eddy Flow 3.29 3.02 3.65 7.21 6.36 8.99 11.03 12.32 Eddy Thread Lon itudinatA EZ-Thread g ppllcatlon Mega-Flow Sch.10 MLT/GL 1v2" Sch.40 Mega Thread Y 800 650 790 1800 1790 2530 3100 3460 ( ) DN40 Metric Pipe Eddy Flow Eddy Thread 3.56 2.89 3.51 8.01 7.96 11.25 13.79 15.39 Fire-Flo EZ-Thread Mega-Flow Sch.10 MLT/GL 2" Sch.40 Mega Thread Y 830 990 1190 1620 1820 2580 3160 3530 ( ) DN50 Metric Pipe Eddy Flow Eddy Thread 3.69 4.4 5.29 7.21 8.1 11.48 14.06 15.7 Fire-Flo EZ-Thread 2h' Sch.10 Edda Flow 800 700 850 1930 1610 2280 2790 3120 Sch.40 Fire-Flo 3.65 3.11 3.78 8.59 7.16 10.14 12.41 13.88 Sch.10 Mega-Flow Lateral Application 3" Sch.40 EddyFlow 960 1330 1540 1700 1550 2200 2690 3010 (DN80) Metric Pipe Fire-Flo 4.27 5.92 6.85 7.56 6.89 9.79 11.97 13.39 4" Sch.10 Mega-Flow 760 1040 1270 1400 1260 1790 2190 2440 (DN100) Sch.40 Eddy Flow Metric Pipe Fire-Flo 3.38 4.63 5.65 6.23 5.6 7.96 9.74 10.85 51, Sch.10 _ 890 1230 1410 1550 1260 1790 2190 2440 Sch.40 3.96 5.47 6.27 6.89 5.6 7.96 9.74 10.85 6„ Sch.10 Mega-Flow 700 940 1140 1310 950 1340 1640 1830 Sch.40 3.11 4.18 5.07 5.83 4.23 5.96 7.3 8.14 8„ 0.188"Wall _ 990 1130 1360 1520 1540 2170 2660 2970 Sch.40 4.4 5.03 6.05 6.76 6.85 9.65 11.82 13.21 10" 0.188"Wall _ 1020 850 1000 1100 1700 2410 2950 3290 Riser Application Sch.40 4.54 3.78 4.45 4.89 7.56 10.72 13.12 14.63 12" 0.188"Wall _ 970 1010 1220 1430 1690 2390 2930 3270 Sch.40 4.31 4.49 5.43 6.36 7.52 10.63 13.03 14.55 Brace Angles are determined from Vertical. Sch.10&0.188"Wall Load Ratings may be used for any thicker wall pipe of the same diameter. [moo Load ratings include a minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3.To convert the load ratings above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.2.3,multiply load ratings asc-es.com by a factor of 0.68. To convert to LRFD Load Ratings,ASD Load Ratings may be multiplied by a factor of1.5. BUILdIng connections that Last" See table on page 4 for FM approved metric service pipes. See table on page 4 for FM approved brace members. SS-07.20 page 3 SS-SUB-AF730-v0420221228 AFCONO Seismic Braces rlrs:) / Engineered Solutions Longitudinal & Lateral Seismic Clamp Fig.AF730 Method 1 - Connection to Brace Member First I Slide the brace member over the lowerjaw until it contacts the back wall of the brace member attachment fitting. 2 Hand tighten the set screw until it contacts the brace member.Continue to torque the set screw until the head breaks off. 3 Rotate the brace assembly to the service pipe.Unbolt the back nut&bolt and rotate the clamp halves over the service pipe.Re-assemble the nut and bolt. 4 Hand tighten the nuts on both sides of the clamp.Evenly and alternately torque the nut until the head breaks off.It is best practice to tighten the nut at thejaw side first. 5 Ensure the brace angle is within the range specified. Method 2 - Connection to Service Pipe First 1 Unbolt the back nut&bolt and rotate the clamp halves over the service pipe. Re-assemble the nut and bolt. 2 Hand tighten the nuts on both sides of the clamp.Evenly and alternately torque the nut until the head breaks off.It is best practice to tighten the nut at thejaw side first. 3 Slide the brace member over the lowerjaw until it contacts the back wall of the brace member attachment fitting. 4 Hand tighten the set screw until it contacts the brace member.Continue to torque the set screw until the head breaks off. FIG.AF730 cULus Listed&FM Approved Brace Members Brace Member Sizes Standards(or Equivalent) UL Listed FM Approved Sch.40 1",1 Y,",1 v2",2" ASTM A53,Al 06,Al 35,or ✓ ✓ NIPS Pipe A795 Sch.40 Metric Pipe KS D 3562 ✓ ✓ DN25,DN32, EN10255H ✓ Metric Pipe DN40,DN50 GB/T3091 ✓ AS G3454 ✓ FIG.AF730 cULus Listed&FM Approved Metric Service Pipes Brace Member Service Pipe Sizes UL Listed FM Approved KS D 3507 ✓ ✓ KS D 3537 KS D 3562 ✓ ✓ Sch.40 G B/T 3091 ✓ GB/T 3092 DN25,DN32,DN40, JIS G3452 DN50,DN 80,DN100 ✓ EN10255M asc-es.com EN 10255H Building connections that last" ss-07.20 page 4 SS-SUB-AF730-v04 20221228 Burns Fire Protection Systems, Inc. P.O. Box 1110 Granite Falls, WA 98252 PH: (425) 388-0124 Lot 15 Building B 3806 166th PL NE Arlington, WA 98223 Item No DESCRIPTION MANUFACTURER MFG. NO. FINISH REMARKS Ready Riser Tyco RM-1 Air Compressor Jenny Butterfly Valve Tyco BFV-N Blk/Red Backflow Preventor Ames Derringer DCDA Blk/Blue Check Valve Tyco CV-1 Blue/BLK Dry Valve Tyco DPV-1 Sprinkler Head Tyco TY5111 Sprinkler Head Tyco TY3351 Sprinkler Head Tyco TY3131 Electric Bell Potter Storage Cabinet FPPI red Steel Pipe Bull Moose ddy Flow ISched 10/4C BIk Sammy Screw Buildex Hangers Caddy Seismic Bracing Caddy Sway Brace Caddy Grooved Coupling Victaulic 009H Orange Grooved Fitting Victaulic Orange Mech Tee Tyco 730 Orange Threaded Fittings Shurjoint BIk CO® Worldwide www.tyco-fire.com Contacts Model RM-1 Riser Manifold Commercial and Residential General Optional Pressure Relief Kits feature a 175 psi pressure relief valve and trim Description components for convenient integration 1 into commercial and residential riser / The TYCO commercial and residential manifold assemblies. Model RM-1 Riser Manifold provide The pressure relief valve, installed in the necessary waterflow alarm, pres- manifold assemblies above the nor- ,t sure gauge, alarm test orifice, drain, mally closed test and drain or drain and sight glass equipment in a single valve, automatically bleeds system assembly for use in NFPA 13 com- pressure exceeding 175 psi through a A& mercial sprinkler systems and in NFPA flexible hose connected to the mani- 13D/13R residential sprinkler systems fold drain outlet(Ref. Figure 5), reduc- as follows: ing system pressure to 175 psi. r NFPA 13" • 1-1/2 in. (DN40) MUM Male Thread x Female Thread The Model RM-1 Riser Manifolds • 2 in.-6 in. (DN50—DN150) described herein must be installed ( r Groove x Groove and maintained in compliance with this document, as well as with the applica- NFPA 13D We standards of the NATIONAL FIRE • 1 in. (DN25) PROTECTION ASSOCIATION (NFPA), / Female Thread x Female Thread in addition to the standards of any other J NFPA 13R authorities having jurisdiction. Failure / • 1-1/2 in. (DN40) to do so may impair the performance Male Thread x Female Thread of these devices. • 2 in. (DN50) The owner is responsible for main- Groove x Groove taining their fire protection system and devices in proper operating con- Although the Riser Manifold described in this techni- dition. Contact the Installing contrac- cal data sheet is intended for NFPA 13 sprinkler sys- tems,it may be used for NFPA 13D or 13R residential for or product manufacturer with any sprinkler systems,where a test orifice of 2.8K or 4.2K questions. is acceptable. The variety of sizes and grooved end Technical connections allow cost effective and easy transition to check valves,control Data valves, and system piping. The Model RM-1 Riser Manifolds may be installed Approvals either horizontally (flow switch on top) UL and ULC Listed or vertically(flow going up)orientation, FM Approved for both single sprinkler rises and floor Listed by California State Fire Marshall control in high-rises. Maximum Working Pressure 300 psi(20,7 bar) Test Orifice 1 in.-3 in.(DN25-DN80)Manifolds:2.8K 4in.-6 in.(DN100-DN150)Manifolds:4.2K Finish Red Painted IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Page 1 of 8 AUGUST 2018 TFP963 TFP963 Page 2 of 8 Nominal NO DESCRIPTION P/N Nominal End Nominal Dimensions Drain 1 300 psi/2000 kPa Inches Size Water Pressure Gauge..90050001 Riser Connections Size (mm) Inches 2 Test and Drain Valve, Inches (DN) Model TD-1: (DN) 3 Inch Inlet Outlet A B C D E F G H (DN4-DN40-DN8N80) 1-112 Thread Thread 10 15-1/2 2-1/4 5-5/8 8-3/8 15 4-3/8 1-1/4 Size Manifolds, (40) MNPT FNPT (254) (394) (57) (143) (213) (381) (111) (32) 1-1/4",2.8KOrifice.....A61G0420 4-6 Inch 2 Groove Groove 13 18 2-1/16 5-5/8 8-3/8 15-1/4 4-3/8 1-1/4 (DN100-DN150) (50) (330) (457) (53) (143) (213) (388) (111) (32) Size Manifolds, 2",4.2K Orifice........A61 G0601 2-1/2 Groove Groove 13 18-1/16 2-1/16 5-5/8 8-3/8 15-1/4 4-3/8 1-1/4 3 Flow Switch,VSR-M: (65) (330) (460) (53) (143) (213) (388) (111) (32) 1-1/2"(DN40).........91144815 3 13 18-1/16 2-1/16 5-7/8 8-5/8 15-3/4 4-3/8 1-1/4 2"(DN50) ............91144802 (80) Groove Groove (330) (460) (53) (150) (219) (400) (111) 1 (32) 2-1/2"(DN65).........91144825 3"(DN80) ............91144803 4 13 20-1/4 4-1/4 6-3/4 10-3/4 18-3/8 5-3/16 2 4"(DN100) ...........91144804 (100) Groove Groove (330) (514) (108) (172) (273) (467) (132) (50) 6"(DN150) ...........91144806 6 13 20-1/4 4-1/4 7-3/4 11-3/4 21 6-3/4 2 4 Field Replaceable (150) Groove Groove (330) (514) (108) (197) (300) (533) (172) (50) Retard/Switch.........91144800 OUTLET 1 OPTIONAL PRESSURE ° RELIEF TRIM CONNECTION 0 0 In, 3,4 / A B I 2 I O wo b 0 /\ O INLET C G H D E F FIGURE 1 MODEL RM-1 COMMERCIAL RISER MANIFOLDS 1-1/2-6 INCH(DN40-DN150) TFP963 Page 3 of 8 OPTIONAL PRESSURE RELIEF TRIM 1" NPT 1 CONNECTION (FEMALE) NO DESCRIPTION P/N 10" 2 -n 11„ 1 300 psi/2000 kPa Water Pressure Gauge..90050001 (254 mm) O (280 mm) 2 Ball Valve,1"(DN25)....97111603 3 Flow Switch,VSR-M, 1"(DN25) ............91144801 4 Field Replaceable C Retard/Switch.........91144800 2-1/2" 1" (64 mm) NPT DRAIN 3-3/4" (100 mm) 1" NPT 3,4 4-5/8" (FEMALE) (118 mm) 10-1/8" (257 mm) FIGURE 2 MODEL RM-1 RESIDENTIAL RISER MANIFOLD 1 INCH(DN25) OPTIONAL PRESSURE 1 RELIEF T 1 NPT CONNECTION N (FEMALE) 0 13-1/4" (337 mm) NO DESCRIPTION P/N 1011 r- _ 1 300 psi/2000 kPa Water Pressure Gauge..90050001 (254 mm) 2 Ball Valve,1"(DN25)....97111603 2 3 Flow Switch,VSR-M, 1-1/2"(DN40).........91144815 7/16„ 4 Field Replaceable (11 mm) Retard/Switch.........91144800 3-7/8" 3-7/8" 3,4 y (100 mm) 1 (100 mm) 1-1/2" NPT NPT 4-3/4" (MALE) DRAIN (121 mm)~ 11-3/8" (290 mm) FIGURE 3 MODEL RM-1 RESIDENTIAL RISER MANIFOLD 1-1121NCH(DN40) TFP963 Page 4of8 1 2" (GROOVED) OPTIONAL PRESSURE O RELIEF TRIM CONNECTION m 16" r 0 (406 mm) NO DESCRIPTION P/N 13" 41/ 1 300 psi/2000 kPa (330 mm) Water Pressure Gauge..90050001 2 Ball Valve,1"(DN25)....97111603 3 Flow Switch,VSR-M, 2"(DN50) ............91144802 2 4 Field Replaceable Retard/Switch.........91144800 1/2" (13 m3-7/8" 3,4 (100 mm) 1 (105 mm) 2" NPT 5" (GROOVED) DRAIN ~(127 mm)~ 11-7/8" _ (300 mm) FIGURE 4 MODEL RM-1 RESIDENTIAL RISER MANIFOLD 2 INCH(DN50) Notes: Step 1. Install the manifold body with Manifold Where applicable pipe thread sealant the flow arrow pointing in the down- Installation is to be applied sparingly. Use of a stream position using threaded con- non-hardening pipe thread sealant is nections and/or listed mechanical TYCO Model RM-1 Riser Manifold recommended. grooved connections, as applicable. must be installed in accordance with Never remove any piping component Step 2. Connect the drain line and on y piping this section. nor correct or modifyandefi- commercial manifolds set the Model The Model RM-1 Riser Manifold may be ciencies without first depressurizing TD-1 Test and Drain Valve to the OFF position or on residential manifolds installed either horizontally(flow switch and draining the system. close the drain valve. on top)or vertically(flow going up).The provisions for an alarm test flow on inlet of the Riser Manifold may be con- Residential Models must be made. Step 3. Refer to Figure 6 for wiring nected directly to a shut-off control The alarm test flow is to be through guidance.All wiring must be performed valve. an orifice having a flow capacity equal in accordance with the authority having to or smaller than the smallest orifice Jurisdiction and/or the National Electri- sprinkler in the system. One of two cal Code. options can be considered. The first Step 4. Refer to Figure 5 for Optional option is to temporarily install a test Pressure Relief Trim installation. orifice in the outlet of the drain line Step 5. Place the system in service prior to performing the alarm test. The by filling the system with water. When second option is to install an Inspec- filling the system, partially open the tor's Test Connection downstream of control valve to slowly fill the system. the Waterflow Alarm Switch. Filling the system slowly will help avoid damaging the waterflow alarm switch. After the system is fully pressurized, completely open the control valve. Step 6.Secure all supply valves open. TFP963 Page 5of8 Commercial Riser Manifolds Residential Riser Manifolds NO DESCRIPTION P/N NO DESCRIPTION P/N 1 Pressure Relief Valve, 1 Pressure Relief Valve, 175 psi,1/2"NPT..........1001184-01 175 psi,1/2"NPT..........1 001 1 84-01 2 112"x Close Nipple ........1001023-01 MODEL RM-1 2 1/2"x Close Nipple,Qty 2...1001023-01 3 Flexible Hose: COMMERCIAL 3 Flexible Hose,1/2"x 16"....1001266-03 1-1/2-3 Inch(DN40-DN80) RISER MANIFOLD 4 Figure 815 Threaded Size Manifolds, 2 Reducing Tee, 1/2"x 24..................1001266-02 1 1"x 1"x 1/2"NPT.........1001259-07 4-6 Inch(DN100-DN150) \ 5 1"x Close Nipple..........1001025-01 Size Manifolds, 1/2"x 30..................1001266-01 0 4 Figure 323 Reducing Tee, 0 MODEL RM-1 Grooved x NPT Threaded: RESIDENTIAL 1-1/2-3 Inch(DN40-DN80) RISER MANIFOLD Size Manifolds, 2 1-1/4"x 1-1/4"x 1/2 3231305GS 4-6 Inch(DN100-DN150) a Xl Size Manifolds, 2"x 2"x 112.. .............3232005GS5 Figure 577 Rigid Grooved Coupling: 31-1/2-3 Inch(DN40-DN80) 54Size Manifolds, 1-1/4.....................57713AGCP 4-6 Inch(DN100-DN150) 3Size Manifolds, 2 2" ......................57720AGCP FIGURE 5 MODEL RM-1 COMMERCIAL AND RESIDENTIAL RISER MANIFOLDS OPTIONAL PRESSURE RELIEF TRIM INSTALLATION Optional Commercial Manifolds Residential Manifolds Refer to Figure 1 for commercial riser Refer to Figures 2, 3 or 4 for residen- Pressu re manifold features and Figure 5 for pres- tial riser manifold features and Figure sure relief trim components described 5 for pressure relief trim components Relief Trim inthis procedure. described in this procedure. Installation Step 1. Remove 1/2 in. pipe plug from Step 1. Remove 1/2 in. pipe plug from manifold tee. Inspect exposed female manifold tee. Inspect exposed female Model RM-1 commercial and resi- tee threads, remove thread sealant tee threads, remove thread sealant dential riser manifold assemblies are remnants or debris as necessary. remnants or debris as necessary. designed to accommodate an optional Step 2. Install Pressure Relief Valve(1) Step 2. Install Pressure Relief Valve(1) pressure relief valve and trim compo- in manifold tee, orienting valve outlet in manifold tee, orienting valve outlet nents(Ref. Figure 5). port perpendicular to and facing away port perpendicular to and facing away Optional pressure relief trim must be from manifold body. from manifold body. installed in accordance with the follow- Step 3. Install 1/2 in. x Close Nipple Step 3. Disconnect drain piping from ing procedures. (2)in pressure relief valve outlet port. threaded outlet of manifold drain valve Notes: Step 4. Disconnect drain piping from as applicable and install 1 in. x Close grooved outlet of manifold TD-1 test Nipple(5) in valve outlet. installed and For assembly e Riser Manifolds and drain valve as applicable and install Step 4. Install Figure 815 Reducing sservice, verify the fire Figure 323 Grooved Reducing Tee (4) Tee(4)onto 1 inch x close nipple,align- protection system is de-pressurized on valve outlet by securing with Fig- ing tee branch outlet parallel with pres- and drained. Close the system supply ure 577 Grooved Coupling (5), align- sure relief valve outlet port. Reconnect control valve, set commercial manifold ing tee threaded branch outlet parallel drain piping to Figure 815 tee drain out- test and drain valve DRAIN or open with pressure relief valve outlet port. let as necessary. residential drain valvea to relieve resid- Reconnect drain piping to Figure 323 ual pressure and drain system. Make Step 5. Install 1/2 in. x Close Nipples certain that drainage water will not tee drain outlet as necessary. (2) in pressure relief valve outlet port cause any damage or injury. Note: Refer to Technical Data Sheet and in Figure 815 reducing tee branch Refer to Care and Maintenance section G901 for Figure 577 Grooved Coupling outlet. for other requirements when closing a installation and assembly instructions. Step 6. Install Flexible Hose (3) by fire protection system control valve and Step 5. Install Flexible Hose (3) by threading female ends onto 1/2 in. x placing system in service. threading female ends onto 1/2 in. x close nipples installed on relief valve Apply thread sealant or TEFLON tape close nipple installed on relief valve outlet port and Figure 815 reducing tee on all threaded connections, with the outlet port and onto Figure 323 reduc- branch outlet. exception of internally sealed flexible ing tee branch outlet. Note:Assure Flexible Hose is not sus- hose connections. Note:Assure Flexible Hose is not sus- ceptible to being caught or snagged by ceptible to being caught or snagged by other moving equipment. other moving equipment. TFP963 Page 6 of 8 SWITCH TERMINAL CONNECTIONS UNINSULATED CLAMPING SEVERED LOOPED SECTION CAUTION: PLATE STRIPPED SINGLE An uninsulated section of a TERMINAL ENDS CONDUCTOR single conductor is not \ SEPARATE permitted to be looped around CONDUCTORS CLAMPING the terminal and serve as two PLATE \ separate connections.The TERMINAL wire must be severed to serve INCOMING \ as two separate connections, thereby providing supervision of the connection in the event that the wire becomes dislodged from the terminal. OUTGOING IMPROPER CONNECTION METHOD PROPER CONNECTION METHOD WIRE NUT LOCAL WIRE NUT FIRE PANEL OR AUDIBLE/VISUAL ADDRESSABLE NEUTRAL ANNUNCIATOR MODULE WHITE WHITE BLACK w� 1 J c�m BLACK D O (LINE/HOT) o w U J z O Z) m Q Z O92QQ O 00 00 CONTACT RATINGS: 00 Two sets of SPDT(Form C) rv� 10.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps min.at 24VDC N NC C M O NC ----------- ® ® ® ® ® NOTE: When connecting to a UL Listed control panel, use panel resistor rating for circuit supervision NOTE: For supervised circuits,see"Switch Terminal Connections"above.The Waterflow Alarm Switch has two switches,one can be used to operate a central station,proprietary or remote signaling unit,while the other contact is used to operate a local audible or visual annunciator. FIGURE 6 MODEL RM-1 COMMERCIAL AND RESIDENTIAL RISER MANIFOLD WIRING GUIDANCE TFP963 Page 7 of 8 DRAIN 07 O O O 00 ro, O Oul Oo 00 O AAa L S�i Nly�0 OFF MARKING TEST MARKING DRAIN MARKING ON HANDLE ON HANDLE ON HANDLE POSITIONED POSITIONED POSITIONED O ON DETENT ON DETENT ON DETENT O O O O O O O MOD TEST A D1 O DRAIN VALVE O O O 0 �O O O �- Oo Oo Oo SIGHT FLOW O O O O O O DRAIN SET TEST CONNECTION DRAIN FRONT CONDITION CONDITION CONDITION VIEW FIGURE 7 MODEL RM-1 COMMERCIAL RISER MANIFOLD TD-1 TEST AND DRAIN VALVE OPERATION Care and tion to the standards of any authority of the NFPA,and any impairment must having jurisdiction.Contact the install- be immediately corrected: Maintenance ing contractor or product manufacturer Alarm/Flow Test Procedure with any questions. Step 1.Place the Model TD-1 Test and TYCO Riser Manifolds RM-1 must be It is recommended that automatic Drain Valve in the TEST position (Ref. serviced and maintained in accordance sprinkler systems be inspected,tested, Figure 7). On residential assemblies with this section. and maintained by a qualified Inspec- without a test orifice,temporarily install Before closing a fire protection system tion Service in accordance with local a test orifice in the drain outlet and fully control valve for inspection or main- requirements and/or national codes. open the Drain Valve. Make certain tenance work on the fire protection Note: No attempt is to be made to that drainage water will not cause any system that it controls, permission to repair any Riser Manifold component damage or injury. shut down the effected fire protection in the field. Only the pressure gauge, Step 2.Verify operation of associated system must first be obtained from waterflow alarm switch, or relief valve alarms. the proper authorities and all person- can be replaced. If any other problems Step 3. Verify that the residual (i.e., nel who may be affected by this action are encountered the entire riser mani- flowing)pressure indicated by the pres- must be notified. fold must be replaced. sure gauge is no less that originally After placing a fire protection system The alarm/flow test procedure will recorded for the system when it was in service, notify the proper authorities result in operation of the associated first installed. and advise those responsible for moni- alarms. Consequently, notification Step 4. Close the Drain Valve on the toring proprietary and/or central station must be given to the owner and the fire Residential models and the Test and alarms. department, central station, or other i nal station to which the alarms are Drain valve on commercial models. s The owner is responsible for the connected, and notification must be Step 5. Verify that the static (i.e., not inspection,testing,and maintenance of their fire protection system and devices given to the building occupants. flowing)pressure indicated by the pres- sure gauge is no less that originally in compliance with this document, as The following inspection procedure recorded for the system when it was well as with the applicable standards must be performed as indicated, in first installed. of the NATIONAL FIRE PROTECTION addition to any specific requirements ASSOCIATION(e.g., NFPA 25), in addi- TFP963 Page 8of8 Limited Orderin Optional 175 psi Pressure Relief Kit Specify: Pressure Relief Kit, Model Warranty Procedure cial ResidentalaManifold,(specify Commer- cial or Residential application),(specify For warranty terms and conditions,visit Contact your local distributor for avail- size range), P/N(specify): www.tyco-fire.com. ability. When placing an order, indi- Commercial cate the full product name, including 1-1/2 in.—3 in.(DN40—DN80) 40721 description and part number(P/N). 4in.—6 in.(DN100—DN150) 40731 Residential Riser Manifolds 1 in.-2 in.(DN25—DN50) ..............40711 Specify:Size(specify)Connection Type Replacement Parts (specify inlet x outlet)Model RM-1 Riser Specify: Model RM-1 Riser Manifold Manifold, P/N (specify): (specify part description), P/N (specify Commercial from Figures 1, 2, 3,4 or 5) 1-1/2 in.(DN40)MT x FT ..............40551 2 in.(DN50)G x G ...................40601 2-1/2 in.(DN65)G x G ................40611 3 in.(DN80)G x G ...................40621 4 in.(DN100)G x G ..................40651 6 in.(DN150)G x G...................40661 Residential 1 in.(DN25)FT x FT..................40671 1-1/2 in.(DN40)MT x FT ..............40571 2 in.(DN50)G x G ...................40591 1400 Pennbrook Parkway,Lansdale,PA 19446 Telephone+1-215-362-0700 m 2018 Johnson Controls.All rights reserved.All specifications and other information shown were current as of document revision date and are subject to change without notice. Johnson 1 nson ORO NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registered trademarks of National Fire Protection Association; Controls TEFLON Is a registered trademark of DuPont • �'J1��`_J J' ���J�J JlJ �J � ����J �JJ�J J Base Plate Mounted ■ Directional air shroud for reduced pump temperatures Standard Features ■Totally enclosed heavy-duty belt guard ■ Heavy-duty single stage cast iron compressor pump ■ Powder coated, extra heavy steel base plate Made in Somerset, PA USA ■ Large canister intake filter with replaceable filter elements ■ Splash lubricated ■ Magnetic starter is included on all 5HP and larger units ■ Belt driven with a large flywheel for extra cooling and easier start-up ■ Industrial/Commercial grade UL Listed electric motor ■ Each unit is filled with Jenny Ultimate Blue Compressor Pump Oil ■Thermal overload motor protection Base Mounted System Size Optional Maximum Gallons Auto F12S-30S in system to be pumped to 40 PSI Pump CFM del'd @ Control in 30 Minutes Model Pump HP Power Supply RPM 40 PSI Group 220 F13S-BS 1/3 670 2.9 290 F12S-BS F 1/2 950 3.8 ACGF 350 F34S-BS 3/4 115 Volt 1200 4.4 425 K34S-BS K (through 2 HP) 520 5.3 ACGK 480 F1S-BS F or 230 1 1 Phase Volt 1430 6.0 ACGF 600 K1 S-BS 790 7.4 885 K15S-BS K 1-1/2 1140 10.9 ACGK 985 K2S-BS 208, 230, 1280 12.4 2 460 or 1215 G2S-BS 575 Volt 630 15.1 0 1775 G3S-BS G 3 3 Phase 950 21.8 ACGD 1950 GC5S-BS 5 1030 24.2 ACGJ ■ 2115 J5S-BS J 830 26.0 Tank Mounted/30 Gallon 220 F13S-30UMS 1/3 670 2.9 290 F12S-30UMS F 1/2 950 3.8 350 F34S-30UMS 3/4 115 Volt 1200 4.4 425 K34S-30UMS K (through 2 HP) 520 5.3 230 Volt 480 F1S-30UMS F 1 1 Phase 1430 6.0 GC5S 30S 600 K1 S-30UMS 790 7.4 885 K15S-30UMS K 1-1/2 1140 10.9 985 K2S-30UMS 208, 230, 1280 12.4 2 460 or 1215 G2S-30UMS G 575 Volt 630 15.1 1775 G3S-30UMS 3 3 Phase 950 21.8 1950 GC5S-30UMS GC 5 1030 24.2 2115 J5S-30UMS J 830 26.0 Tank Mounted Additional Standard Features Options ■Tanks are powder coated and ASME certified ASME National Board tank ■ Protectively mounted fittings Magnetic starter K15S-30S ■ Manual tank drain(s) 17 gallon tank■Vertical tank ■ Large canister intake filter with replaceable filter elements Low oil level switch ■Oil sight glass ■ Special unloading valves to assist in motor starting Automatic tank drain ■Air line filter ■Tank gauge ■ Pressure relief safety valve Aftercooler■ Dryer ■Auto Start/Stop control with pressure unloader set at 25-40 PSI Control Group AIR COMPRESSORS 7 ES-A-Deringer 30 Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval — Representative DeringerTM 30 Double Check Detector Assembly 4. . Sizes: 2"** - 8" a The DeringerTM 30 Double Check Detector Assembly(DCDA-ll) • • ,, prevents non-health hazard pollutants from entering a potable water supply system when backpressure and/or backsiphonage conditions occur. Used primarily on fire Approved for Fire Protection,Waterworks, Plumbing, sprinkler systems when monitoring of unauthorized water and Irrigation Applications. use is required. Materials Features Valve Housing: 304 Stainless Steel •Integral shutoff valves indoor/outdoor application Valve Cover: 304 Stainless Steel •100%stainless steel housing SOV Disks: EPDM/304SS •Tamper-resistant test cocks SOV Shafts: 304 Stainless Steel •Patented Dual-actionTm check modules Bypass Spring 302 Stainless Steel - Poppet action at low flow SOV Bearings: Teflon®fluoropolymer/Bronze -Swing action at high flow Non-wetted Bolts: Grade 8 Zinc Plated •Lead Free* Bronze bypass components Check Disks: Silicone(NSF) •CuFt or gallons bypass meter Wetted Fasteners: 18-8 Stainless Steel •DCDA-II single check bypass Bypass Components: Lead Free Bronze •Silicone elastomer check discs Check Springs: 17-7 Stainless Steel •Prewired supervisory switches Check Pins: 17-7/18-8 Stainless Steel •Flange adapters available Check Seats: Noryl® Polymer(NSF) •IPS grooved ends O-rings: Buna-N (NSF) Bypass Internals: ABS Polymer(NSF) Specifications Pressure — Temperature The Deringer 30 Double Check Detector Assembly shall utilize two independent Dual-action check modules and two integral Temperature Range:33°F-140°F resiliently seated shut-off valves all of which shall be contained Working Pressure: 10-175psi within a single rigid valve housing constructed entirely of 304 stainless steel. Both integral shutoff valves shall include *The wetted surface of this product contacted by consumable pre-wired supervisory tamper switches contained within a water contains less than 0.25%of lead by weight. weatherproof actuator housing approved for both indoor and outdoor use. Dual-action check modules shall operate as a Teflon®is a registered trademark of The Chemours Company. "poppet style"check under low flow conditions, operate as Nory10 is a registered trademark of SABIC Global Technologies B.V. a"swing style"check under high flow conditions and utilize replaceable silicone elastomer sealing discs.Assembly test ONFiToTMM cocks shall be handle-less and operate via a tamper resistant The information contained herein is not actuator.Assembly shall have a single full access service port intended to replace the full product installa- and cover with an "inline" replaceable elastomer seal. The tion and safety information available or the bypass assembly shall include a meter registering either experience of a trained product installer.You gallons or cubic feet, a single check valve and required test are required to thoroughly read all installation cocks.Assembly shall be serviceable without special tools and instructions and product safety information approved for both horizontal and vertical applications. before beginning the installation of Ak this product. A M Ames Fire&Waterworks product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measure- E S. ments,please contact Ames Fire&Waterworks Technical Service.Ames Fire&Waterworks reserves the right to change or modify product design,construction, FIRE&WATERWORKS specifications,or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames Fire&Waterworks products previously or subsequently sold. A WATTS Brand = Rated Flow A=UL Tested O = 15 fps Flow Performance _ (Ipm) 379 757 1136 1514 1893 2271 2650 3028 18 124 a 16 2„/2„ 4" 110 14 3" 96 12 83 J 10 69 8 55 6 41 cn 4 28 2 14 a� 0 (kPa) 0 100 200 300 400 500 600 700 800 Specific orientation&agency flow characteristics available on website Rate of Flow (gpm) pm) 1514 3028 4542 6056 7571 9085 LD 16 110 a 14 6 8" 96 12 83 0 10 69 J 8 55 6 41 4 28 2 14 a� 0 400 800 1200 1600 2000 2400 *Specific orientation&agency flow characteristics available on website Rate Of Flow (gpm) Standards AWWA C510-07 Compliant NSF/ANSI 372, UL CERTIFIED LEAD FREE Dimensions - Weights End Connections - IPS Groove for Steel Pipe: AWWA C606 - Flange Adapters: ANSI B16.1 Class 125 , ssfF� Ht D U� APPROVED H COS • • i ----- AssE U SC � O �Hb APPROVED 1015 L W Size Model 1 2(2'/2)** 30 7.1 180 2.9 74 22.3 566 0.0 0 10.0 254 11.0 279 52 24 2'/2 30 7.1 180 2.9 74 18.7 475 0.0 0 10.0 254 11.0 279 47 21 3 30 7.4 188 2.9 74 18.7 475 0.0 0 10.3 262 11.0 279 49 22 4 30 7.9 201 3.1 79 18.7 475 0.2 5 11.0 279 11.0 279 51 23 6 30 10.1 257 4.5 114 25 726 1.0 25 14.6 370 16.9 429 99 45 8 30 10.4 264 5.4 137 31.0 787 1.8 46 15.8 401 13.8 351 150 68 **2"size utilizes a 2 1/2"assembly with 2 1/2"groove to 2"female NPT adapter and couplings.Adapter and couplings ship unassembled. AM E S FIRE&WATERWORKS A WATTS Brand USA:Backflow T:(978)689-6066•F:(978)975-8350•AmesFireWater.com USA:Control Valves T:(713)943-0688•F:(713)944-9445•AmesFireWater.com Canada: T:(905)332-4090•F:(905)332-7068•AmesFireWater.ca Latin America: T:(52)55-4122-0138•AmesFireWater.com ES-A-Deringer 30 1951 0 2020 Watts tqC0 Fire & Buildings Products Technical Services: Tel: (800) 381-9312/ Fax: (800)791-5500 Model BFV-N Butterfly Valve Wafer Style 21nch - 12 Inch (DN50 - DN300) General Technical Description Data The Model BFV-N Wafer Style Butter- Model fly Valves (Ref. Figure 1) are indicat- BFV-N ing type valves designed for use in fire Sizes:ANSI Inches/DN protection systems where a visual in- 2 (DN50), 2-1/2(DN65), 3 (DN80), dication is required as to whether the 4(DN100), 5(DN125), 6(DN150), valve is open or closed.They are used, 8(DN200), 10(DN250), 12 (DN300) for example, as system, sectional, and Approvals pump water control valves. They are The 2 through 12 inch (DN50- DN300) suitable for installation between ANSI Model BFV-N Wafer Style Butterfly Class 125 or 150 flanges without the Valves are UL and C-UL Listed and FM need for flange gaskets. Approved. For applications requiring supervision In addition, the Model BFV-N Wafer of the open position of the valve, the Style Butterfly Valves are listed by the Gear Operators for the Model BFV-N California State Fire Marshall under Butterfly Valves are provided with Listing No.7770-1670:101. two sets of factory installed internal switches each having SPDT contacts. All laboratory listings and approvals are The supervisory switches transfer their for indoor and outdoor use. Friction Loss electrical contacts when there is move- Maximum Working Pressure The approximate friction loss, based ment from the valve's normal open po- 250 psi (17,2) bar on the Hazen Williams formula and ex- sition during the first two revolutions of Materials of Construction: pressed in equivalent length of pipe the handwheel. Body with C= 120, is as follows. Unless oth- WARNINGS Ductile iron conforming to ASTM A-536 erwise indicated, the data is based on The Model BFV-N Wafer Style Butter- Disc friction loss information collected at a flyMod described herein must Butter- in- typical flow rate of 15 feet per second. Ductile iron conforming to ASTM A-395, .4.4 feet of 2 inch Sch. 40 pipe for stalled and maintained in compliance Nickel Plated with this document, as well as with the the 2 inch valve. applicable standards of the National Seat Material • 6.2 feet of 2-1/2 inch Sch. 40 pipe Fire Protection Association, in addition Grade EPDM "E" rubber conforming for the 2-1/2 inch valve. to the standards of any other authori- to ASTM D-2000 • 7.6 feet of 3 inch Sch. 40 pipe for ties having jurisdiction. Failure to do Upper Stem the 3 inch valve. so may impair the performance of Type 416 Stainless Steel conforming •9.2 feet of 4 inch Sch. 40 pipe for these devices, to ASTM 582 the 4 inch valve. The owner is responsible for maintain- Operator •9.0 feet* of 5 inch Sch. 40 pipe for ing their fire protection system and de- Gear operator with iron housing the 5 inch valve. vices in proper operating condition. • 8.2 feet of 6 inch Sch. 40 pipe for The installing contractor or sprinkler the 6 inch valve. manufacturer should be contacted • 12.7 feet*of 8 inch Sch.30 pipe for with any questions. the 8 inch valve. •20.1 feet*of 10 inch Sch.30 pipe for the 10 inch valve. •22.3 feet* of 12 inch Sch. 30 pipe for the 12 inch valve. *NFPA 13 Page 1 of 4 MAY, 2007 TFP1515 Page 2 of 4 TFP1515 Nominal Nominal Installation Dimensions in Inches and(mm) Weight Valve Sizes A B C D E F G H J K lbs.lbs. 2" 2.53 1.68 12.62 2.88 6.48 6.00 5.80 2.12 1.38 5/8 21 DN50 (64,0) (43,0) (320,5) (73,0) (164,6) (152,4) (147,3) (53,8) (35,1) (15,9) (10,0) 2-1/2" 2.90 1.81 13.51 3.25 6.98 6.00 5.80 2.12 2.00 5/8 24 DN65 (74,0) (46,0) (343,1) (83,0) (177,3) (152,4) (147,3) (53,8) (50,8) (15,9) (11,0) 3" 3.17 1.81 13.88 3.38 7.22 6.00 5.80 2.12 2.55 5/8 24 DN80 (81,0) (46,0) (352,6) (86,0) (183,4) (152,4) (147,3) (53,8) (64,8) (15,9) (11,0) 4" 4.17 2.06 15.24 4.00 7.98 6.00 5.80 2.12 2.58 5/8 27 DN100 (106,0) (52,0) (387,0) (102,0) (202,7) (152,4) (147,3) (53,8) (65,5) (15,9) (12,0) 5" 5.17 2.19 16.49 4.75 8.48 6.00 7.80 2.12 4.64 3/4 31 DN125 (131,0) (56,0) (418,8) (121,0) (215,4) (152,4) (198,1) (53,8) (117,9) (19,1) (14,0) 6" 6.17 2.19 17.65 5.25 9.10 6.00 7.80 2.12 5.75 3/4 34 DN150 (157,0) (56,0) (448,3) (133,0) (231,1) (152,4) (198,1) (53,8) (146,1) (19,1) (15,0) 8" 8.17 2.38 20.11 6.50 10.35 10.00 7.90 2.12 7.77 3/4 49 DN200 (208,0) (60,0) (510,8) (165,0) (262,9) (254,0) (200,7) (53,8) (197,4) (19,1) (22,0) 10" 10.17 2.68 23.35 8.00 12.27 11.80 9.50 3.03 9.77 7/8 78 DN250 (258,0) (69,0) (593,1) (203,0) (311,7) (300,0) (241,3) (77,0) (248,2) (22,2) (35,0) 12" 12.17 3.00 26.10 9.25 13.77 11.80 9.50 3.03 11.75 7/8 103 DN300 (309,0) (76,0) (663,0) (235,0) (349,8) (300,0) (241,3) (77,0) (298,5) (22,2) (47,0) H �—G—jINDICATOR HANDWHEEL FLAG 1/2"NPT CONDUIT CONNECTION GEAR OPERATOR FF O 1 BODY E C A 1 J K-BOLT ��� D DISC DIAMETER if B FIGURE 1 MODEL BFV-N WAFER STYLE BUTTERFLY VALVE -NOMINAL DIMENSIONS- TFP1515 Page 3 of 4 Installation The BFV-N Wafer Style Butterfly Valves F- — — — — — — may be installed with flow in either di- SUPERVISORY rection and can be positioned either SWITCH horizontally or vertically. They are de- signed for installation between the fac- I SWITCH SHOWN es of ANSI Class 125 and 150 flanges. L _J WITH VALVE XW The Series BFV-N are self-sealing be- — FULL OPEN tween mating flanges; therefore, they o o 0 do not require the use of additional gaskets. r i 0 0 The BFV-N may be installed with any pressure class or schedule of pipe or tubing no greater than schedule 40 that END OF LINE PANEL is listed or approved for fire protection RESISTOR service and installed in accordance with the manufacturers instructions. The wafer bodies have locating lugs to F ensure proper centering of the valve AUXILIARY body when flange bolts are installed. I G 40 ND I SWITCH Refer to Figure 1 for bolt diameter. Bolts and studs must meet the mini- SWITCH SHOWN mum strength requirements of ASTM L _ X�w _J WITH VALVE A307 (Grade B), and the nuts must FULL OPEN meet the minimum strength require- w J ments of ASTM A563(Grade A). 0 0 m o Prior to installation, close the valve. Z Spread the flanges apart to allow the - + 0 BELL valve to slip easily between the flang- es. Make sure the pipe flange faces POWER + are clean of any foreign material such as scale, metal shavings, or weld- ing slag. Insert the valve between the flanges (without flange gaskets). Do not apply lubricant to the seat faces as this may damage the seat materi- CONTACT RATING .... 1/2A @ 125 VDC al. Be sure to center the valve and do 1/4A @ 250 VDC not damage the liner. Relax the sepa- 15.1A/12HP @ 125,250 VAC ration of the flanges, install, and hand- 5A @ 125 VAC 1" tighten all flange bolts. Slowly open the valve, checking for free movement FIGURE 2 of the disc. If valve opens freely, leave MODEL BFV-N BUTTERFLY VALVE the valve in the open position, and us- -INTERNAL SWITCH WIRING DIAGRAM- ing a cross-draw sequence, tighten all flange bolts until the valve is metal-to- metal with both mating flanges. Rec- ommended tightening torques are list- NOTE ed in Table 1. For outdoor applications with inter- Nominal Recommended Flange Size Minimum Torque Be certain to keep flange faces as par- nal supervisory switches, it is recom- allel as possible during and after tight- mended that wiring connections be ANSI Inches Ft. Lbs ening bolts or studs. After final tight- made at a temperature above 150F DN (Nm) ening, again check the valve for full (-9°C), in order to insure sufficient flex- 2-4 20-30 opening and closing. ibility of the wire lead insulation. DN50- DN100 (27,1 -40,7) As applicable, refer to Figure 2 for the 5-8 33-50 internal switch wiring diagram. DN125- DN200 (44,7-67,8) Conduit and electrical connections 10 53-75 are to be made in accordance with DN250 (71,8- 101,7) the authority having jurisdiction and/ or the National Electrical Code. With 12 80- 110 reference to Figure 2,the"supervisory DN300 (108,4- 149,1) switch" is intended for connection to the supervisory circuit of a fire alarm TABLE 1 control panel in accordance with NFPA RECOMMENDED TORQUES 72. The "auxiliary switch" is intend- ed for the unsupervised connection to auxiliary equipment in accordance with NFPA 70, National Electric Code. Page 4 of 4 TFP1515 Care and Limited Ordering Maintenance Warranty Procedure The owner is responsible for the in- Products manufactured by Tyco Fire Wafer Style Butterfly Valves: spection,testing, and maintenance of & Building Products (TFBP) are war- Specify: (specify inch size) Mod- their fire protection system and devic- ranted solely to the original Buyer for el BFV-N Wafer Style Butterfly Valve es in accordance with the applicable ten (10)years against defects in mate- with internal supervisory switches, standards of the National Fire Pro- rial and workmanship when paid for P/N (specify). tection Association (e.g., NFPA25), in and properly installed and maintained Valve Size Valve Part Number addition to the standards of any au- under normal use and service. This thority having jurisdiction.The install- warranty will expire ten(10)years from 2.......................... 59-801-1-02ON in contractor or product manufac- date of shipment b TFBP. No warran- 3... .......................59-801-1-025N g p p Y 3.......................... 59-801-1-030N turer should be contacted relative to ty is given for products or components 4.......................... 59-801-1-04ON any questions. Any impairment must manufactured by companies not af- 5.......................... 59-801-1-05ON be immediately corrected. filiated by ownership with TFBP or for 6.......................... 59-801-1-06ON It is recommended that automatic products and components which have 8.......................... 59-801-1-08ON sprinkler systems be inspected, test- been subject to misuse, improper in- 10..........................59-801-1-10ON ed, and maintained by a qualified in- stallation, corrosion,or which have not 12..........................59-801-1-12ON spection service. been installed,maintained,modified or repaired in accordance with applicable NOTE Standards of the National Fire Protec- Before closing a fire protection sys- tion Association, and/or the standards tem control valve for maintenance or of any other Authorities Having Juris- inspection work on either the valve or diction. Materials found by TFBP to be fire protection system which it con- defective shall be either repaired or re- trols, permission to shut down the af- placed, at TFBP's sole option. TFBP fected fire protection systems must be neither assumes, nor authorizes any obtained from the proper authorities person to assume for it, any other ob- and all personnel who may be affected ligation in connection with the sale of by this decision must be notified. products or parts of products. TFBP shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect,special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied, including warranties of merchantability and fitness for a par- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue, Lansdale Pennsylvania 19446 CO® Worldwide www.tyco-fire.com Contacts Model DPV4 Dry Pipe Valve External Resetting General Description The TYCO Model DPV-1 Dry Pipe Valves are differential valves used to automatically control the flow of water into dry pipe fire protection sprinkler systems upon operation of one or more automatic sprinklers. The DPV-1 also provides for actuation of fire alarms upon system operation. The Model DPV-1 features are as follows: • External reset. • 250 psi (17,2 bar) pressure rating. • Unique offset single clapper design enabling a simple compact valve to minimize installation labor. • Ductile iron construction to ensure Available Sizes and End Connections a lightweight valve to minimize ship- ping cost. Nominal Valve Size • A variety of inlet and outlet End Connection 2-1/2 in. 3 in. 4 in. 6 in. connections. (DN65) (DN80) (DN100) (DN150) • Compact, Pre-Trimmed, and Semi- Flange x Flange N/A N/A • Assembled, easy to operate valve Flange x Groove N/A N/A • trim. Groove x Groove • • Simple reset procedure through the .=Available elimination of priming water. N/A=Not Available Dry pipe sprinkler systems are used in unheated warehouses, parking INOTRIM Dry Pipe Valve garages, store windows, attic The Model DPV-1 Dry Pipe Valves The TYCO Model DPV-1 Dry Pipe spaces, loading docks, and other described herein must be installed Valves shall be installed in the verti- areas exposed to freezing tempera- and maintained in compliance with cal orientation only (supply at bottom tures, where water filled pipe cannot this document, as well as with the flowing upward)and are rated for use at be utilized. When set for service, the applicable standards of the National a maximum service pressure of 250 psi dry pipe sprinkler system is pressur- Fire Protection Association, in addition (17,2 bar). Valve and trim dimensions ized with air (or nitrogen). The loss of to the standards of any other authori- are shown in Figure 6. pressure through an operated auto- ties having jurisdiction.Failure to do so Flanged connections are available and matic sprinkler in response to heat may impair the performance of these drilled per ANSI,ISO,AS,and AS spec- from a fire permits the DPV-1 Dry devices. ifications (Ref. Table A). The grooved Pipe Valve to open and allow a flow of outlet connections, as applicable, are water into the sprinkler system piping. The owner is responsible for main- cut in accordance with standard groove Table B establishes the minimum taining their fire protection system specifications for steel pipe. They are required system air pressure that and devices in proper operating con- suitable for use with grooved end pipe includes a safety factor to help prevent dition. Contact the installing contrac- couplings that are listed or approved false operations that might occur due for or product manufacturer with any for fire protection system service. to water supply fluctuations. questions. Available combinations of inlet and outlet connections are described in Technical Data the Ordering Procedure section and in IMPORTANT the Available End Connection and Sizes Refer to Technical Data Sheet Approvals table on page 1. TFP2300 for warnings pertaining to UL and C-UL Listed regulatory and health information. FM Approved Trim port connections of valves having NYC Approved flanges drilled to ANSI,AS,or AS spec- Page 1 of 20 OCTOBER 2018 TFP1020 TFP1020 Page 2 of 20 NO. DESCRIPTION QTY. REF 1 Valve Body.......1 NR 2 Air and Water Seat . .. .... .....1 NR 3 Handhole Cover...1 NR 4 Handhole Cover Gasket . .........1 (b) 0-11 5 1/2-13 UNC x 1" Hex Head Cap Screw: 2-1/2&3 Inch 12 Valves.. .........5 CH 6 4 Inch Valve ......6 CH ® 13 6 Clapper. .........1 (a) 7 Clapper Facing....1 (a)or(b) 7 RESET 8 Clapper Facing CLAPPER 14 PLUNGER Retaining Plate....1 (a) ASSEMBLY ��8 PARTS 9 2-1/2 and 3 Inch Valves: 15,18 1/4"x Long Shoulder � #10-32 Shoulder 9 Screw.. .........5 (a) 16 4 Inch Valve: 1/4-20 UNC x 1/2" Socket Head Cap 17 Screw.. .........7 (a) 10 Clapper Hinge Pin .. .. .. .......1 (a) 11 Reset Knob ......1 (c)or(d) 12 Reset Spring .....1 (c) 0 13 Reset Bushing ....1 (c) 14 Reset Bushing O-Ring.. .........1 (b),(c)or(e) 15 Reset Plunger O-Ring . .. .......1 (b)or(c) 16 Reset Plunger.....1 (c) 17 Reset Latch ISubassembly .....1 (c) 18 Dow Corning FS3452 FlouroGrease, 1.5ne 1 Grease,1.5 g .....1 (b)or(c) 4 NR:Not Replaceable / 3 CH:Common Hardware 2 \ ® / REPLACEMENT PARTS NO. DESCRIPTION P/N / ® Q (a) Clapper Assembly Includes Items 6-10: I 0 Q 2-1/2&3 Inch Valves. . 92-310-2-203 4 Inch Valve ........ . 92-310-2-403 ® (b) Repair Parts Kit 10 Includes Items 0 5 4,7, 14,15,&18: 2-1/2&3 Inch Valves. . 92-310-1-204 4 Inch Valve ........ . 92-310-1-404 (c) Reset Plunger Parts Kit Includes Items 11-18. . 92-310-1-405 (d) Reset Knob, Item 11.. . 92-310-1-406 (e) Reset Plunger O-Ring,Item 15 ..... . 92-310-1-407 FIGURE 1 -PART 1 OF MODEL DPV-1 DRY PIPE VALVE 2-1/2,3,AND 4 INCH(DN65,DN80, DN100)ASSEMBLIES TFP1020 Page 3 of 20 NO. DESCRIPTION QTY. REP.PART NO. DESCRIPTION QTY. REP.PART NO. DESCRIPTION QTY. REP.PART 1 Valve Body.. ... ..1 NR 5 Socket Head Cap 8 Hex Head Cap Screw 2 Air and Water Screw 5/8-11 UNC x 1". ..6 CH Seat . .. .... ... ..1 NR 3/8-16 UNC x 1". . .8 NR 9 Clapper. .. .. ... ..1 (a) 3 Water Seal 6 Handhole Cover. ..1 NR 10 Clapper Facing.. ..1 (a)or(b) O-Ring . .........1 NR 7 Handhole Cover 11 Clapper Facing 4 Air Seal O-Ring....1 NR Gasket . .. .. ... ..1 (b) Retaining Plate....1 (a) 12 Socket Head Cap Screw 1/4-20 UNC x 1/2" .9 (a) 0-14 13 Clapper Hinge Pin..1 (a) 14 Reset Knob ......1 (c)or(d) / 15 Reset Spring .....1 (c) 15 16 Reset Bushing ....1 (c) / 17 Reset Bushing 16 O-Ring.. .........1 (b),(c)or(e) 10 1 1 18 Reset Plunger CLAPPER RESET O-Ring1 b or c ASSEMBLY 17 PLUNGER 19 Reset Plunger.....1 (c) j—1 PARTS 20 Reset Latch 18,21 Subassembly .....1 (c) 12 21 Dow Corning FS3452 Flourosilicone 19 Grease,1.5 g ... ..1 (b)or(c) 0 0 NR:Not Replaceable 20 CH:Common Hardware CD 0 \ REPLACEMENT PARTS ° NO. DESCRIPTION P/N / (a) Clapper Assembly Includes Items 9-13.. . 92-310-2-603 (b) Repair Parts Kit 2 0 Includes Items 7, 10,17, 18,21 . . . .. . 92-310-1-604 (c) Reset Plunger Parts Kit CD Includes Items 14-21 . . 92-310-1-405 l\ (d) Reset Knob, Item 14.. . 92-310-1-406 O O (e) Reset Plunger IO-Ring,Item 18 ..... . 92-310-1-407 4 / 1 7 00 3 5 o ® o 13 0 0 � o o ' 0 FIGURE 1 -PART 2 OF 2 MODEL DPV-1 DRY PIPE VALVE 6 INCH(DN150)ASSEMBLY TFP1020 Page 4 of 20 Flange Drilling Specification Nominal Dimensions in Inches and(mm) Dim.A Nominal Bolt Circle Valve ANSI B16.11 ISO 7005-2 JIS B 2210 AS 2129 Diameter Size (Class 125) (PN16)2 (10K) (Table E) /o—o Dim. Dim. Qty. Dim. Dim. Qty. Dim. Dim. I Qty. Dim. Dim. Qty. o o Dim. B A B N A I B I N A B N A B N I ���Bolt Hole 4 in. 7.50 0.75 8 7.09 0.75 8 6.89 0.59 8 7.00 0.71 8 ° j Diameter (DN100) (190,5) (19,0) (180,0) (19,0) (175,0) (15,0) (178,0) (18,0) o—o� 6 in. 9.50 0.88 9.45 0.91 9.45 0.75 9.25 0.87 Qty.N (DN150) (241,3) (22,2) 8 (240,0) (23,0) 8 (240,0) (19,0) 8 (235,0) (22,0) 8 Number of Bolt Holes 1. Drilling same as ANSI 316.5(Class 150)and ANSI 1316.42(Class 150). 2. Drilling same as BS 4504 Section 3.2(PN16)and DIN 2532(PN16). TABLE A SELECTION OF FLANGE DRILLING SPECIFICATIONS ifications are NPT threaded per ANSI Pre-trimmed valve assemblies also 4 in.(DN100)FxF....................77 lb(36 kg) Standard B1.20.1. Trim port connec- include the following equipment: 6 in.(DN150)GxG...................95 lb(44 kg) tions of valves having flanges drilled . Model BFV-300 butterfly valve 6 in. DN150 FxG..................108 lb 50 k to ISO are available either threaded ( ) ( g) per ISO 7-1 or NPT threaded per ANSI • Figure 577 grooved coupling 6 in.(DN150)FxF...................121 lb(56 kg) Standard B1.20.1. Valves with NPT . PS10-2 waterflow alarm switch threaded ports will readily accept the Air Supply trim arrangements shown in Parts 2 • PS40-2 low air pressure alarm switch Table B shows the system air pres- and 3 of Figures 3, 4, and 5. Order the above equipment sepa- sure requirements as a function of the ro- Model DPV-1 Valve assemblies are rately when ordering trim packages water supply pressure.The air(or stem shown in Figure 1.The Body and Hand- separately. is re pressure in the sprinkler system hole Cover are ductile iron.The Hand- is recommended to be automatically hole Cover Gasket is neoprene, and Note: When the system pressure is maintained by using one of the follow- hole greater than 175 psi(12,1 bar),provision ing pressure maintenance devices, as the Clapper Facing is EPDM. The Air/ shall be made to replace the standard appropriate: Water Seat Ring is brass, the Clapper order 300 psi(20,7 bar)Water Pressure . Model AMD-1 Air Maintenance is bronze or aluminum bronze,and both gauge with a separately ordered 600 the Clapper Retaining Plate and Latch psi(41,4 bar) Water Pressure Gauge. Device(pressure reducing type) are bronze.The Hinge Pin is aluminum • Model AMD-2 Air Maintenance bronze,and the fasteners for the Hand- Weights Device(compressor control type) hole Cover are carbon steel. The following are the nominal weights for Pre-Trimmed Valve Assemblies, • Model AMD-3 Nitrogen Maintenance Valve Trim Semi-Assembled Trim, and DPV-1 Device(high pressure reducing type) Installation dimensions are provided Valves without trim. in Figure 6, and Valve Trim and Pre- The Pressure Relief Valve provided with Trimmed Valve Assemblies are shown Pre-Trimmed DPV-1 Valve the valve trim is factory set to relieve in Figures 3, 4, and 5. Assemblies: at a pressure of approximately 45 psi (3,1 bar). If the normal system air pres- The valve trim,ordered separately or as 2-1/2 in.(DN65)GxG..............87 lb(40 kg) sure is less than or exceeds 40 psi(2,8 a pre-trimmed valve assembly, forms bar , 3 In.(DN80)GxG.....................90 lb(42 kg) ) then pressure Relief Valve the t be reset to relieve at a pressure approvals of the DPV-1 Valve and is 4 in.(DN100)GxG.................121 lb(56 kg) that is in accordance with the authority necessary for the proper operation of 4 in.(DN100)FxG..................135 lb(64 kg) having jurisdiction. the DPV-1 Valve. 4 in.(DN100)FxF..................145 lb(69 kg) Quick Opening Device Trim packages or pre-trimmed valve The Model DPV-1 Dry Pipe Valve may assemblies include the following 6 in.(DN150)GxG.................175 lb(81 kg) optionally be equipped with an elec- equipment: 6 in.(DN150)FxG..................195 lb(90 kg) tronic or mechanical dry pipe valve • Water Supply Pressure Gauge accelerator. Select the VIZOR Elec- 6 in.(DN150)FxF...................208 lb(96 kg) tronic Dry Pipe Valve Accelerator • System Air Pressure Gauge Standard Galvanized (4 and 6 in. sizes only) described in • Air Supply Connections Semi-Assembled DPV-1 Trim: Technical Data Sheet TFP1105 or the • Main Drain Valve 2-1/2 in.(DN65)........................23 lb(11 kg) Model ACC-1 Mechanical Dry PipeValve Accelerator (2-1/2 through 6 in. • Low Body Drain Valve 3 in.(DN80)..............................23 lb(11 kg) sizes) described in Technical Data • Alarm Test Valve 4 in.(DN100)............................30 lb(14 kg) Sheet TFP1112. • Automatic Drain Valve 6 in. DN150 30 lb 14 k The VIZOR or the ACC-1 is used to ( )"""""""""""""" ( g) reduce the time to valve actuation fol- • Drip Funnel DPV-1 Valve(Without Trim): lowing the operation of one or more • Connections For Optional Quick 2-1/2 in.(DN65)GxG...............37 lb(17 kg) automatic sprinklers. In some cases the use of a quick opening device Opening Device(Accelerator) 3 in.(DN80)GxG......................38 Ib(18 kg) such as the VIZOR or the ACC-1 may 4 in.(DN100)GxG...................57 lb(26 kg) be required to meet the requirements of the National Fire Protection Association 4 in.(DN100)FxG....................67 1b(31 kg) to meet water delivery times. TFP1020 Page 5 of 20 Maximum System Air FLOW RATE IN LITRES PER MINUTE(LPM) Water Supply Pressure (1 GPM=3.785 LPM) Pressure Range 500 700 1000 2000 3000 5000 10000 psi psi 9.0 � 0,60 20 10 a 7.0 0,50 60 15-23 = 80 20-28 0,40 z 5.0 100 25-33 Lu 4.0 0 0,30 Z� 145 35-43 O 3'0 Q 0,20 m 165 40-48 � 185 45-53 a 2.0 O Oa Q 205 50-58 0 ^� 0,10 tr m Lo 225 55-63 =�O� 0,08 LLJ°' 250 1 60-68 a 1.0 v� O= D o TABLE B z G� 0,06 co o 2 D C 0,05 w n SYSTEM AIR PRESSURE a 0.7 N = � REQUIREMENTS � ^� (0 0,04 a a p 0.5 ti z w 0,03 Operation r[ 0.4 0 0 0.3 0,02 Z The TYCO Model DPV-1 Dry Pipe Valve a is a differential type valve that utilizes a a 0.2 substantially lower system(air or nitro- Q gen) pressure than the supply (water) 0,01 pressure, to maintain the set position o shown in Figure 2A. The differential Z 0.1 nature of the DPV-1 is based on the 100 200 300 500 700 1000 2000 3000 area difference between the air seat FLOW RATE IN GALLONS PER MINUTE(GPM) and the water seat in combination with The approximate friction losses,based on the Hazen and Williams formula and expressed in equivalent length of the ratio of the radial difference from Schedule 40 pipe with C=100 and flowing at typical flow rates,are as follows: the Hinge Pin to the center of the Water 2-1/2 in.valve at 250 GPM flow=2.2 ft 4 in.valve at 600 GPM flow=8.9 ft Seat and the Hinge Pin to the center of 3 in.valve at 350 GPM flow=4.9 ft 6 in.valve at 1500 GPM flow=22.0 ft the Air Seat.The difference is such that GRAPH A 1 psi (0,07 bar) of system air pressure MODEL DPV-1 DRY PIPE VALVES can hold approximately 5.5 psi (0,38 1 NOMINAL PRESSURE LOSS VS. FLOW bar)of water supply pressure. Table B establishes the minimum sure of 100 psi (6,9 bar). It is for this After a valve actuation and upon sub- required system air pressure that reason that the plunger of the Auto- sequent closing of a system main includes a safety factor to help prevent matic Drain Valve must be depressed control valve to stop water flow, the false operations that occur due to water during several of the resetting steps, Clapper Assembly will latch open as supply fluctuations. as well as during inspections, making shown in Figure 3D. Latching open of certain that the Automatic Drain Valve the DPV-1 will permit complete drain- The Intermediate Chamber of the is open. ing of the system (including any loose DPV-1 is formed by the area between scale)through the main drain port. the Air Seat and Water Seat as shown in When one or more automatic sprin- Figure 213. The Intermediate Chamber klers operate in response to a fire, During the valve resetting procedure normally remains at atmospheric pres- air pressure within the system piping and after the system is completely sure through the Alarm Port connection is relieved through the open sprin- drained,the external reset knob can be and the valve trim to the normally open klers. When the air pressure is suf- easily depressed to externally unlatch Automatic Drain Valve (Fig. 3, 4, or ficiently reduced, the water pressure the Clapper Assembly, as shown 5). Having the Intermediate Chamber, overcomes the differential holding in Figure 2E. As such, the Clapper Figure 213, open to atmosphere is criti- the Clapper Assembly closed and the Assembly is returned to its normal set cal to the DPV-1 Valve remaining set, Clapper Assembly swings clear of the position to facilitate setting of the dry otherwise the full resulting pressure of water seat, as shown in Figure 2C, pipe sprinkler system,without having to the system air pressure on top of the This action permits water flow into the remove the Handhole Cover. Clapper Assembly cannot be realized. system piping and subsequently to be discharged from any open sprinklers. For example, and assuming a water Also,with the Clapper Assembly open, supply pressure of 100 psi (6,9 bar), if the intermediate chamber is pressur- the system air pressure is 25 psi (1,7 ized and water flows through the alarm bar) and there was 15 psi (1,0 bar) port (Ref. Figure 213) at the rear of the pressure trapped in the Intermediate DPV-1 Valve to actuate system water Chamber,the resulting pressure across flow alarms. The flow from the alarm the top of the Clapper would only be 10 port is also sufficient to close the oth- psi (0,7 bar). This pressure would be erwise normally open Automatic Drain insufficient to hold the Clapper Assem- Valve in the valve trim. bly closed against a water supply pres- TFP1O2O Page 6 of 20 Installation be equipped with a Dry Pipe Valve however, it must be reset to relieve Accelerator, refer to the Technical at a pressure which is in accordance General Instructions Data Sheet TFP1105 for the VIZOR with the requirements of the author- Proper operation of the Model DPV-1 Electronic Dry Pipe Valve Accel- ity having jurisdiction. Dry Pipe Valve depends upon its trim erator or TFP1112 for the Model To reset the Pressure Relief Valve, being installed in accordance with the ACC-1 Mechanical Dry Pipe Valve first loosen the jam nut and then instructions given in this Technical Data Accelerator. adjust the cap accordingly — Sheet. Failure to follow the appropriate • Care must be taken to make sure that clockwise for a higher pressure trim diagram may prevent the DPV-1 check valves,strainers,globe valves, setting or counter-clockwise for a Valve from functioning properly, as etc.are installed with the flow arrows lower pressure setting.After veri- well as void listings,approvals,and the in the proper direction. fying the desired pressure setting, manufacturer warranties. tighten the jam nut. • Drain tubing to the drip funnel must . Installation of an Air Maintenance Failure to latch open the Clapper be installed with smooth bends that Device,Installation described in the MaintTechnienance prior to a system hydro- will not restrict flow. cal Data Section, is recommended. static test may result in damage to the . The main drain and drip funnel drain Clapper Assembly. may be interconnected provided a • An Inspector's Test Connection as The DPV-1 Valve must be installed in a check valve is located at least 12 in. required By NFPA 13 must be pro- readily visible and accessible location. (300 mm)below the drip funnel.The vided on the system piping at the Low Body Drain Valve(Figure 3,4,or most remote location from the Model The DPV-1 Valve and associated trim DPV-1 Valve. must be maintained at a minimum tem- 5) may be piped so as to discharge must ure of40°Fed at into the Drip Funnel or to a separate Conduit and electrical connections peradrain. are to be made in accordance with Heat tracing of the DPV-1 Valve or its Suitable provision must be made the requirements of the author- associated trim is not permitted. Heat for disposal of drain water. Drainage ity having jurisdiction and/or the tracing can result in the formation of water must be directed such that it National Electric Code. hardened mineral deposits that are will not cause accidental damage to Before a system hydrostatic test is capable of preventing proper operation. property or danger to persons. performed in accordance with NFPA The Model DPV-1 Dry Pipe Valve is to 13 system acceptance test require- be installed in accordance with the fol- Unused pressure alarm switch and/ ments, the Clapper Assembly is to lowing criteria: or water motor alarm connections be manually latched open (Ref. Fig- must be plugged. ure 2D); the Automatic Drain Valve • All nipples,fittings,and devices must The Pressure Relief Valve provided (Figure 3,4,or 5)is to be temporarily be clean and free of scale and burrs with the Valve Trim is factory set to replaced with a 1/2 in. NPT plug,the before installation. Use pipe thread relieve at a pressure of approximately 3/32 in. Vent Fitting (Item 13, Figure sealant sparingly on male pipe 45 psi (3,1 bar), which can typically 3; Item 15, Figure 4; or Item 15, Fig- threads only. be used for a maximum normal sys- ure 5) is to be temporarily replaced • The DPV-1 Valve must be trimmed tem air pressure of 40 psi (2,8 bar). with a 1/4 in. NPT plug, and the in accordance with Figures 3, 4, or The Pressure Relief Valve may be Handhole Cover Bolts are to be tight- 5, as applicable. If the DPV-1 is to reset to a lower or higher pressure; ened using a cross-draw sequence. TFP1O2O Page 7 of 20 Valve Setting Step 5.As necessary,replace all sprin- to the Care and Maintenance section klers that have operated. Replacement under Automatic Drain Valve Inspection Procedure sprinklers must be of the same type to determine/correct the cause of the and temperature rating as those which leakage problem. Steps 1 through 11 are to be performed have operated. Step 10. Partially open the Main when initially setting the Model DPV-1 Control Valve. Slowly close the Main Dry Pipe Valve;after an operational test grow= Drain Valve as soon as water dis- of the fire protection system; or, after In order to prevent the possibility of charges from the drain connection. system operation due to a fire. a subsequent operation of an over- heated solder type sprinkler,any solder Depress the plunger the Automatic NOTES:If the DPV-1 is equipped with type sprinklers possibly Drain Valve to make sure that it is open ners which were possy a Dry Pipe Valve Accelerator, refer to and that there is no water discharging. its resetting instructions before reset- exposed to a temperature greater than The absence of water discharging from ting the DPV-1.Refer to TFP1105 for the their maximum rated ambient must be the Automatic Drain Valve is an indica- VIZOR or TFP1112 for the ACC-1. replaced. tion of a properly set water seat within Based on the instructions provided, Step 6. Push down on the Reset Knob the DPV-1 Valve. If water is discharg- reset the Accelerator at the appropriate (Figure 2E)to allow the Clapper Assem- ing, refer to the Care and Maintenance time during the resetting of the DPV-1. bly to re-seat. section under the Automatic Drain Step 7. Pressurize the system with air Valve Inspection to determine/correct Unless otherwise noted,refer to Figure (or nitrogen) to 10 psi (0,7 bar), and the cause of the leakage problem. 3, 4, or 5 to identify functional trim components. then individually o all auxiliary drain If there are no leaks,the DPV-1 Valve is pen y valves in the system piping to drain ready to be placed in service and the Step 1. Close the Main Control Valve, any remaining water in trapped sec- Main Control Valve must then be fully and close the Air Supply Control Valve. tions. Close each drain valve as soon opened. If the DPV-1 is equipped with a Dry as water ceases to discharge. Pipe Valve Accelerator, remove the Dry Note: After setting a fire protection Pipe Valve Accelerator from service in Also partially open the Low Body Drain system, notify the proper authorities accordance with its Technical Data Valve to assure that the riser is com- and advise those responsible for moni- Sheet(Refer to TFP1105 for the VIZOR pletely drained. Close the Low Body toring proprietary and/or central station or TFP1112 for the ACC-1). Drain Valve as soon as water ceases alarms. Step 2.Open the Main Drain Valve and to discharge. Step 11. Once a week after a valve is all auxiliary drains in the system.Close Step 8. Refer to Table B and then reset following an operational test or the auxiliary drain valves after water restore the system to the normal system operation,the Low Body Drain ceases to discharge. Leave the Main system air pressure as necessary to Valve (and any low point drain valves) Drain Valve open. hold the DPV-1 Valve closed. should be partially opened (and then Step 3. Depress the plunger of the Step 9. Depress the plunger on the subsequently closed) to relieve drain- back water. Continue this procedure Automatic Drain Valve to verify that it is Automatic Drain Valve to make sure until drain-back water is no longer open and that the DPV-1 Valve is com- it is open and that there is no air present. pletely drained. discharging. Step 4. Open the Optional Alarm The absence of air discharging from Control Valve, as applicable, if it was the Automatic Drain Valve is an indica- closed to silence local alarms. tion of a properly set air seat within the DPV-1 Valve. If air is discharging, refer TFP1020 Page 8 of 20 AIR PRESSURE WATERFLOW TO SYSTEM TO SYSTEM itCLAPPER CLAPPER 1" NPT ASSEMBLY ASSEMBLY AIR SUPPLY IN SET FULLY OPEN \ PORT POSITION CLAPPER LATCH PIVOTS TO ALLOW 1WATERT "o CLAPPER ASSEMBLY L ° SUPPLY �, TO FULLY OPEN PR ESSURE -T-T- 3/4" NPT ALARM - - &ALARM i�Y PORT OPEN TO TEST PORT ATMOSPHERE VALARM PORT WATERFLOW CLAPPER TO ALARM ASSEMBLY FROM FROM WATER SUPPLY AIR WATER SUPPLY SEAT FIGURE 2A FIGURE 2C SET POSITION WATER OPERATED POSITION SEAT I � ALARM \ PORT DRAIN FROM DRAIN FROM SYSTEM SYSTEM VALVE INTERMEDIATE COMPLETE WATERWAY CHAMBER PUSH HERE It FIGURE 2B TO RESET SET POSITION VALVE INTERMEDIATE RESET CLAPPER CHAMBER KNOB ASSEMBLY - - LATCHED RESET OPEN ASSEMBLY CLAPPER _ LATCH o PIVOTS TO r o CLAPPER UNLATCH ' LATCH CLAPPER ASSEMBLY MAIN DRAIN PORT: 3/4" NPT 1-1/4" NPT`(2-1/2 INCH CLAPPER LOW BODY &3 INCH VALVES) ASSEMBLY DRAIN 2" NPT(4 INCH VALVE) RESEATED PORT WATER SUPPLY DN40 FOR VALVES WITH WATER SUPPLY SHUT OFF ISO THREADED PORTS SHUT OFF FIGURE 2D FIGURE 2E DRAIN POSITION RESET POSITION FIGURE 2-PART 1 OF 2 MODEL DPV-1 DRY PIPE VALVES 2-112, 3,AND 4 INCH(DN65, DN80,AND DN100) SET AND OPEN POSITIONS TFP1020 Page 9 of 20 AIR PRESSURE WATERFLOW TO SYSTEM TO SYSTEM CLAPPER t ASSEMBLY t FULLY OPEN 1" NPT CLAPPER LATCH AIR SUPPLY PIVOTS TO ALLOW PORT CLAPPER ASSEMBLY TO FULLY OPEN 3/4" NPT ALARM PORT OPEN TO ° CLAPPER ATMOSPHERE ASSEMBLY f, IN SET POSITION 1/2" NPT WATER SUPPLY m PRESSURE /— &ALARM TEST PORT ALARM PORT WATERFLOW CLAPPER TO ALARM ASSEMBLY AIR FROM SEAT FROM WATER SUPPLY WATER SUPPLY FIGURE 2A ALARM FIGURE 2C SET POSITION WATER PORT OPERATED POSITION SEAT m I DRAIN FROM DRAIN FROM SYSTEM SYSTEM INTERMEDIATE VALVE COMPLETE CHAMBER WATERWAYIt PUSH HERE FIGURE 2B SET POSITION TO RESET INTERMEDIATE VALVE CLAPPER CHAMBER RESET ASSEMBLY KNOB LATCHED OPEN - - RESET ASSEMBLY 3/4" NPT CLAPPER LOW BODY ° LATCH ` ° DRAIN PORT PIVOTS TO UNLATCH ' �- CLAPPER i i ASSEMBLY 2" NPT CLAPPER MAIN DRAIN LATCH PORT CLAPPER ASSEMBLY RESEATED WATER SUPPLY WATER SUPPLY SHUT OFF SHUT OFF FIGURE 2D FIGURE 2E DRAIN POSITION RESET POSITION FIGURE 2-PART 2 OF 2 MODEL DPV-1 DRY PIPE VALVES 6INCH(DN150) SET AND OPEN POSITIONS TFP1020 Page 10 of 20 NOTES: 1. SEE FIGURE 3 PART 3 FOR TRIM ARRANGEMENT WITH BILL OF MATERIALS LOW AIR AND COMPONENT PART NUMBERS. PRESSURE 2. TRIM SHOWN FULLY ASSEMBLED;COMPONENTS SUCH AS GAUGES AND ALARM SWITCHES MAY REQUIRE ASSEMBLY IN TRIM AT INSTALLATION. / SWITCH SYSTEM AIR SUPPLY 1 INCH NPT SYSTEM CONTROL VALVE CONNECTION AIR SUPPLY / (NORMALLY FOR LOCAL PRESSURE OPEN) SPRINKLER GAUGE �I 2-1/2 INCH(DN65) ��/A WATERFLOW 1/2 INCH NPT / or INCH(DN80) PRESSURE CONNECTION MODEL DPV-1 ALARM FOR SYSTEM DRY PIPE VALVE / SWITCH AIR SUPPLY (GxG ONLY) GROOVED MAIN COUPLING TEST VALVE e® DRAIN VALVE (NORMALLY ® (NORMALLY 1/2 INCH NPT CLOSED) CLOSED) CONNECTION SYSTEM 3/4 IN NPT \ SYSTEM FOR OPTIONAL WATER CONNECTION SHUT-OFF SUPPLY 1-1/4 INCH NPT ACCELERATOR PRESSURE TO DRAIN VALVE CONNECTION GAUGE LOW BODY (NORMALLY TO DRAIN AUTOMATIC DRAIN VALVE OPEN) DRAIN VALVE (NORMALLY 1-1/4 INCH NPT CLOSED) CONNECTION DRIP TO DRAIN FUNNEL FIGURE 3-PART 1 OF 3 2-112 AND 3 INCH(DN65 AND DN80)MODEL DPV-1 DRY PIPE VALVE PRE-TRIMMED ASSEMBLY AIR SUPPLY 1/2 INCH NPT 1/2 INCH NPT NOTES: CONTROL VALVE CONNECTION CONNECTION 1. INSTALL TRIM ASSEMBLIES IN (NORMALLY OPEN) FOR OPTIONAL FOR OPTIONAL ALPHABETICAL ORDER. ACCELERATOR AIR PRESSURE AUTOMATIC SWITCH 2. SEE FIGURE 2 FOR VALVE PORT 1/2 INCH NPT I DRAIN VALVE IDENTIFICATION. CONNECTION 3. ROUTE 1/4"TUBING TO DRIP FOR SYSTEM AIR SUPPLY H FUNNEL. \e = SYSTEM AIR SUPPLY MAIN 1/2 INCH NPT G D PRESSURE GAUGE A DRAIN VALVE CONNECTION (NORMALLY FOR WATERFLOW \ E \ CLOSED) PRESSURE ALARM SWITCH 1-1/4 INCH NPT DRIP CONNECTION FUNNEL TO DRAIN 1-1/4 INCH NPT \ CONNECTION 2-1/2 INCH(DN65) TO DRAIN 1 INCH NPT C or 3 INCH(DN80) CONNECTION MODEL DPV-1 FOR LOCAL DRY PIPE VALVE SPRINKLER (GxG ONLY) ALARM / F B/ LOW BODY TEST VALVE � DRAIN VALVE (NORMALLY SYSTEM (NORMALLY CLOSED) WATER SUPPLY 3/4 INCH NPT CLOSED) PRESSURE CONNECTION GAUGE TO DRAIN FIGURE 3-PART 2 OF 3 2-112 AND 3 INCH(DN65 AND DN80)MODEL DPV-1 DRY PIPE VALVE EXPLODED ARRANGEMENT OF SEMI-ASSEMBLED TRIM TFP1020 Page 11 of 20 NO. DESCRIPTION QTY P/N NO. DESCRIPTION QTY P/N NO. DESCRIPTION QTY P/N 1 250 psi/1750 kPa 13 3/32"Vent 28 1"x 1"x 1/2" Air Pressure Fitting .. .. .. ... ..1 92-032-1-002 Reducing Tee ... ..1 CH Gauge.. .. .. ... ..1 92-343-1-012 14 1/4"Tube, 29 Not Used 2 300 psi/2000 kPa 18" Long....... ..1 CH PIPE NIPPLES: Water Pressure 15 1/4" Plug....... ..2 CH 30 1/4"x 3" ....... ..2 CH Gauge.. .. .. ... ..1 92-343-1-005 16 1/2" Plug....... ..2 CH 31 1/2"x Close .... ..4 CH 3 1/4"Gauge Test 17 1" Plug . .........1 CH 32 1/2"x 1-1/2".... ..8 CH Valve. .. .. .. ... ..2 46-005-1-002 18 1/2" Union. .......1 CH 33 1/2"x 2" ....... ..1 CH 4 Model AD-1 19 1/2"x 1/4" Reducing 34 1/2"x 4-1/2".... ..1 CH Automatic Bushing .........1 CH 35 1/2"x 6" ....... ..1 CH Drain Valve .. ... ..1 52-793-2-004 20 1/2"90'Elbow....3 CH 36 3/4"x Close .... ..1 CH 5 1/4" Pressure 21 3/4"90'Elbow....1 CH 37 3/4"x 1-1/2".... ..1 CH Relief Valve.. ... ..1 92-343-1-020 22 1-1/4"90'Elbow...1 CH 38 3/4"x 2-1/2".... ..1 CH 6 1/2" Ball Valve .. ..2 46-050-1-004 23 1/2"Cross........2 CH 39 1"x Close...... ..1 CH 7 3/4"Angle Valve. ..1 46-048-1-005 24 1/2"x 1/2"x 1/4" 40 1-1/4"x Close .. ..1 CH 8 1-1/4"Angle Valve .1 46-048-1-007 Reducing Tee .....1 CH 41 1-1/4"x 4"...... ..1 CH 9 1/2"Swing 25 1/2"Tee .........1 CH COMPONENTS INCLUDED ONLY IN Check Valve .... ..2 46-049-1-004 26 1/2"x 1/4"x 1/2" PRE-TRIMMED VALVE ASSEMBLIES: 10 Drip Funnel Reducing Tee .....2 CH Connector... ... ..1 92-211-1-005 27 1/2"x 1/2"x 3/4" 42 Model BFV-300 11 Drip Funnel Reducing Tee .....1 CH Butterfly Valve, Bracket. .... ... ..1 92-211-1-003 2-1/2"(DN65).....1 59300GO25W 12 Drip Funnel.. ... ..1 92-343-1-007 3"(DN80) ........1 59300GO30W 45 43 Figure 577 Coupling, 2-1/2"(DN65).....1 57725ACP \/ 16 3"(DN80) ...... ..1 57730ACP 44 Waterflow Pressure 20 1 Alarm Switch, Model PS10-2... ..1 25710 9 19 45 Low Air Pressure 32 30 Alarm Switch, 5 32 6 32 23 Model PS40-2... ..1 25730 32 24 20 17 32 15 ® 34 39 3 44 33 28 2-1/2 INCH(DN65) g 16 4 or 3 INCH(DN80) MODEL DPV-1 25 31 27 DRY PIPE VALVE (GxG ONLY) 31 LOCATION 32 23 FOR OPTIONAL 10 36 41 8 18 ELECTRICALLY SUPERVISED 32 N.O.ALARM 20 1 22 31 40 CONTROL 11 VALVE 26 13 12 37 NOTES: 1 (GREEN 14 43 1. SEE FIGURE 2 FOR VALVE TINS 21 PORT IDENTIFICATION. 38 7 42 2. ROUTE 114"TUBING,ITEM 14, 31 TO DRIP FUNNEL,ITEM 12. 6 3. ALL FITTINGS AND NIPPLES 32 35 o ARE GALVANIZED. 26 2 4. CH:COMMON HARDWARE 30 5. ITEMS 42-45 INCLUDED 3 ONLY IN PRE-TRIMMED VALVE ASSEMBLIES AS APPLICABLE;OTHERWISE SEPARATELY ORDERED. FIGURE 3-PART 3 OF 3 2-112 AND 3 INCH(DN65 AND DN80)MODEL DPV-1 DRY PIPE VALVE EXPLODED ARRANGEMENT OF VALVE TRIM TFP1020 Page 12 of 20 1. SEE FIGURE 4 PART 3 FOR TRIM ARRANGEMENT WITH BILL OF MATERIALS LOW AIR AND COMPONENT PART NUMBERS. PRESSURE 2. TRIM SHOWN FULLY ASSEMBLED;COMPONENTS SUCH AS GAUGES AND ALARM SWITCHES MAY REQUIRE ASSEMBLY IN TRIM AT INSTALLATION. SWITCH SYSTEM / AIR SUPPLY 1/2 INCH NPT SYSTEM 4 INCH(DN100) CONTROL VALVE CONNECTION AIR SUPPLY MODEL VALVE (NORMALLY \/ ® FOR SYSTEM PRESSURE DRY PIPE VALVE OPEN) AIR SUPPLY GAUGE (FxG SHOWN) 3/4 INCH NPT 1 INCH NPT\ J \1 FLANGE ADAPTER CONNECTION CONNECTION OR GROOVED FOR WATER FOR LOCAL COUPLING MOTOR ALARM SPRINKLER MAIN WATERFLOW C�3/4 INCH NPT DRAIN VALVE o PRESSURE CONNECTION (NORMALLY - ALARM TO DRAIN / CLOSED) 1/2 INCH NPT SWITCH CONNECTION ALARM / FOR OPTIONAL TEST VALVE \ SYSTEM 2 INCH NPT ACCELERATOR (NORMALLY LOW BODY CONNECTION CLOSED) DRAIN VALVE SYSTEM SHUT-OFF TO DRAIN AUTOMATIC WATER VALVE (NORMALLY SUPPLY (NORMALLY DRAIN VALVE CLOSED) PRESSURE OPEN) 1-1/4 INCH NPT GAUGE CONNECTION DRIP TO DRAIN FUNNEL FIGURE 4-PART 1 OF 3 4 INCH(DN100)MODEL DPV-1 DRY PIPE VALVE PRE-TRIMMED ASSEMBLY 1/2 INCH NPT AIR SUPPLY CONNECTION CONTROL VALVE FOR OPTIONAL (NORMALLY ACCELERATOR OPEN) 1/2 INCH NPT MAIN CONNECTION SYSTEM DRAIN VALVE 0 1/2 INCH NPT AUTOMATIC AIR SUPPLY NORMALLY CONNECTION DRAIN VALVE FOR OPTIONAL PRESSURE AIR PRESSURE CLOSED) FOR WATERFLOW \ SWITCH GAUGE SLOPE PRESSURE ALARM DOWN SWITCH \ D I 3/4 INCH NPT CONNECTION FOR WATER A MOTOR ALARM � \ � 1/2 INCH NPT �/ 2 INCH NPT CONNECTION CONNECTION FOR SYSTEM ~ TO DRAIN � I AIR SUPPLY C 0 4 INCH(DN100) ALARM �' �o_ — C) MODEL DPV-1 TEST VALVE / DRY PIPE VALVE (NORMALLY (FxG SHOWN) CLOSED) 3/4 1 INCH NPT NOTES: B CONNECTION 1. INSTALL TRIM ASSEMBLIES IN SYSTEM INCH NPT FOR LOCAL ALPHABETICAL ORDER. ONNECTON CI WATER SUPPLY SPRINKLER PRESSURE TO DRAIN 2. SEE FIGURE 2 FOR VALVE PORT GAUGE LOW BODY IDENTIFICATION. DRIP DRAIN VALVE 3. ROUTE 1/4"TUBING TO DRIP FUNNEL. FUNNEL 1-1/4 INCH NPT (NORMALLY 4. SLOPE ASSEMBLY B DOWN TOWARD CONNECTION CLOSED) BACK OF VALVE TO FACILITATE TO DRAIN SUFFICIENT LOW BODY DRAINAGE. FIGURE 4-PART 2 OF 3 4 INCH(DN100)MODEL DPV-1 DRY PIPE VALVE EXPLODED ARRANGEMENT OF SEMI-ASSEMBLED TRIM TFP1020 Page 13 of 20 l NOTES: 47 16 48 1. SEE FIGURE 2 FOR VALVE 28 18 PORT IDENTIFICATION. 5 6 2. ROUTE TUBING, ITEM 16, FUNNEL, 0 15 27 TO DRIP FUNNEL,ITEM 14. 34 (GREEN 3. SLOPE 3/4"ANGLE VALVE, 9 29 y TINT) 18 12 ITEM 9,DOWN TOWARD SLOPE 34 14 BACK OF VALVE TO DOWN ® 34 26 34 FACILITATE SUFFICIENT 8 LOW BODY DRAINAGE. 19 34 27 = 4. ALL FITTINGS AND NIPPLES 36 ARE GALVANIZED. LOCATION FOR OPTIONAL 30 21 1 5. CH:COMMON HARDWARE ELECTRICALLY r 32 17 13 6. ITEMS 45-48 INCLUDED SUPERVISED 3 ONLY IN PRE-TRIMMED N.O.ALARM 41 30 VALVE ASSEMBLIES AS CONTROL 39 40 APPLICABLE;OTHERWISE VALVE 10 SEPARATELY ORDERED. 39 i' 23 30 40 4 INCH(DN100) 24 34 84 43 MODEL DPV-1 1 DRY PIPE VALVE 33 42 31 I (FxG SHOWN) 25 7 9 20 CQ CD 0 33 38 � 46 37 CD �(D 2 11 44 NO. DESCRIPTION QTY P/N 22 1 250 psi/1750 kPa 28 3 45 Air Pressure 35 Gauge.. .........1 92-343-1-012 32 17 2 300 psi/2000 kPa Water Pressure Gauge.. .........1 92-343-1-005 3 1/4"Gauge Test NO. DESCRIPTION QTY P/N Valve. .. .........2 46-005-1-002 4 1/4" Pressure 21 1/2"x 1/4" Reducing Relief Valve.......1 92-343-1-020 Bushing ....... ..1 CH 5 1/2"Angle Valve...1 46-048-1-004 22 1/2" Union...... ..1 CH NO. DESCRIPTION QTY P/N 6 Model AD-1 23 3/4" Union...... . . 1 CH 41 3/4"x 2" .. .. ... ..1 CH Automatic 24 1/2"90'Elbow.. .. 1 CH 42 3/4"x 3" .. .. ... ..1 CH Drain Valve .. ... ..1 52-793-2-004 25 1/2"45'Elbow....1 CH 43 1"x 4".. .. .. ... ..1 CH 7 1/2" Ball Valve .. ..1 46-050-1-004 26 1/2"Cross........1 CH 44 2"x 4-1/2". .. ... ..1 CH 8 1/2"Swing 27 1/2"Tee .........2 CH COMPONENTS INCLUDED ONLY IN Check Valve . ... ..1 46-049-1-004 28 1/2"x 1/4"x 1/2" PRE-TRIMMED VALVE ASSEMBLIES: 9 3/4"Angle Valve. ..1 46-048-1-005 Reducing Tee .....2 CH 10 3/4"Swing 29 1/2"x 1/2"x 1/4" 45 Model BFV-300 Butterfly Check Valve .... ..1 46-049-1-005 Reducing Tee .....1 CH Valve,4"(DN100)..1 59300GO40W 11 2"Angle Valve .. ..1 46-048-1-009 30 3/4"x 1/2"x 3/4" 46 Butterfy Valve 12 Drip Funnel Reducing Tee .....3 CH Assembly Component: Connector... ... ..1 92-211-1-005 31 1"x 1"x 1/2" GxG DPV-1 Valves, 13 Drip Funnel Reducing Tee ... ..1 CH Figure 577 Coupling, Bracket. .........1 92-211-1-003 PIPE NIPPLES: 4"(DN100) .......1 57740ACP 14 Drip Funnel.......1 92-343-1-007 32 1/4"x 3" ....... ..2 CH FxF,FxG DPV-1 Valves, 15 3/32"Vent 33 1/2"x Close .... ..2 CH Figure 71 Flange Adapter, Fitting .. .........1 92-032-1-002 34 1/2"x 1-1/2".... ..7 CH 4"(DN100) .......1 7140S 16 1/4"Tube, 35 1/2"x 2" ....... ..1 CH 47 Waterflow Pressure 24" Long.........1 CH 36 1/2"x 2-1/2".... ..1 CH Alarm Switch, 17 1/4" Plug.........2 CH 37 1/2"x 3" .........1 CH Model PS10-2.....1 25710 18 1/2" Plug.........2 CH 38 1/2"x 3-1/2"......1 CH 48 Low Air Pressure 19 3/4" Plug.........1 CH 39 3/4"x Close ......2 CH Alarm Switch, 20 1" Plug . .........1 CH 40 3/4"x 1-1/2". ... ..2 CH Model PS40-2.....1 25730 FIGURE 4-PART 3 OF 3 4 INCH(DN100)MODEL DPV-1 DRY PIPE VALVE EXPLODED ARRANGEMENT OF VALVE TRIM TFP1020 Page 14 of 20 NOTES: 1. SEE FIGURE 5 PART 3 FOR TRIM ARRANGEMENT WITH BILL OF MATERIALS LOW AIR AND COMPONENT PART NUMBERS. PRESSURE 2. TRIM SHOWN FULLY ASSEMBLED;COMPONENTS SUCH AS GAUGES AND ALARM SWITCHES MAY REQUIRE ASSEMBLY IN TRIM AT INSTALLATION. SWITCH SYSTEM AIR SUPPLY SYSTEM CONTROL VALVE AIR SUPPLY (NORMALLY PRESSURE OPEN) 1/2 INCH NPT GAUGE CONNECTION SYSTEM LOW BODY FOR SYSTEM / WATER DRAIN VALVE AIR SUPPLY SUPPLY (NORMALLY PRESSURE CLOSED) 1 INCH NPT GAUGE CONNECTION ®AUTOMATIC FOR LOCAL GROOVED DRAIN VALVE SPRINKLER COUPLING OR FLANGE ° 1/2 INCH NPT DRIP FUNNEL ADAPTER CONNECTION e FOR OPTIONAL MAIN / ® ACCELERATOR DRAIN VALVE ALARM (NORMALLY 2 INCH NPT TEST VALVE 1-1/4 INCH NPT CLOSED) CONNECTION SYSTEM (NORMALLY WATERFLOW CONNECTION 6 INCH(DN150) SHUT-OFF CLOSED) 3/4 INCH NPT PRESSURE TO DRAIN MODEL DPV-1 VALVE CONNECTION ALARM TO DRAIN DRY PIPE VALVE (NORMALLY FOR WATER SWITCH (GxG SHOWN) OPEN) MOTOR ALARM FIGURE 5-PART 1 OF 3 6 INCH(DN150)MODEL DPV-1 DRY PIPE VALVE PRE-TRIMMED ASSEMBLY 1/2 INCH NPT 1/2 INCH NPT NOTES: B CONNECTION CONNECTION 4. SLOPE 3/4"ANGLE VALVE AND ��' d FOR OPTIONAL FOR SYSTEM 3/4"x 4-1/2" NIPPLE(OF ASSEMBLY B) O va SYSTEM AIR PRESSURE AIR SUPPLY INTO DRIP FUNNEL TO FACILITATE AIR SUPPLY SWITCH SUFFICIENT LOW BODY DRAINAGE. PRESSURE AIR SUPPLY DRIP GAUGE \, CONTROL VALVE LOW BODY 112 INCH NPT FUNNEL— (NORMALLY DRAIN VALVE CONNECTION SLOPE 1 INCH NPT OPEN) (NORMALLY FOR OPTIONAL TO FIT CONNECTION CLOSED) ACCELERATOR 1/2 INCH NPT FOR LOCAL CONNECTION SPRINKLER A o o AUTOMATIC FOR WATERFLOW 0 o DRAIN VALVE PRESSURE ALARM (7) SWITCH 0 0 MAIN o o B 3/4 INCH NPT CONNECTION DRAIN VALVE FOR WATER (NORMALLY I MOTOR ALARM CLOSED) D 2 INCH NPT CONNECTION 6 INCH(DN150) / TO DRAIN MODEL DPV-1 DRIP i D(FxF SHOWN)RY PIPE E FUNNEL (; NOTES: 1. INSTALL TRIM ASSEMBLIES IN ALPHABETICAL ORDER. / ALARM 2. SEE FIGURE 2 FOR VALVE PORT 1-1/4 INCH NPT SYSTEM TEST VALVE IDENTIFICATION. CONNECTION WATER SUPPLY (NORMALLY 3. ROUTE 1/4"TUBING TO DRIP TO DRAIN PRESSURE CLOSED) FUNNEL. GAUGE FIGURE 5-PART 2 OF 3 6 INCH(DN150)MODEL DPV-1 DRY PIPE VALVE EXPLODED ARRANGEMENT OF SEMI-ASSEMBLED TRIM TFP1020 Page 15 of 20 9 BACK OF 4 NOTES: 1. SEE FIGURE 2 FOR VALVE 4. ALL FITTINGS AND NIPPLES (( VALVE 29 PORT IDENTIFICATION. ARE GALVANIZED. 42 \\ o 35 2. ROUTE 1/4"TUBING, ITEM 16, 5. CH:COMMON HARDWARE 5 TO DRIP FUNNEL, ITEM 14. 6. ITEMS 45-48 INCLUDED 14-- 18 3. SLOPE 3/4"ANGLE VALVE, ONLY IN PRE-TRIMMED SLOPE 48 ITEM 9,AND 3/4"x 4-1/2" VALVE ASSEMBLIES AS TO FIT 35 NIPPLE, ITEM 42, INTO APPLICABLE;OTHERWISE DRIP FUNNEL, ITEM 14,TO SEPARATELY ORDERED. 1 21 26 ~ 8 40 FACILITATE SUFFICIENT 15 LOW BODY DRAINAGE. (GREEN LOCATION 35 TINT) FOR OPTIONAL 3 9 85 18 �� ELECTRICALLY 30 27 SUPERVISED 17 33 35 42 6 16 47 N.O.ALARM 11 20 43 27 35 28 CONTROL 32 31 37 VALVE � 40 31 44 10 40 i 40 41 19 23 6 INCH(DN150) 1� 42 12 MODEL DPV-1 DRY PIPE VALVE 40 (GxG SHOWN) 31 13 35 24 NO. DESCRIPTION QTY P/N 39 14 38 1 250 psi/1750 kPa 22 7 34 Air Pressure 36 35 25 Gauge.. .........1 92-343-1-012 28 2 300 psi/2000 kPa 2 Water Pressure Gauge.. .........1 92-343-1-005 3 1/4"Gauge Test Valve. .. .. .. ... ..2 46-005-1-002 33 4 1/4" Pressure 46 3 Relief Valve..... ..1 92-343-1-020 17 NO. DESCRIPTION QTY P/N 5 1/2"Angle Valve. ..1 46-048-1-004 45 35 1/2"x 1-1/2".... ..8 CH 6 Model AD-1 36 1/2"x 2" ....... ..1 CH Automatic 37 1/2"x 2-1/2".... ..1 CH Drain Valve .......1 52-793-2-004 ® 38 1/2"x 3" ....... ..1 CH 7 1/2" Ball Valve .. ..1 46-050-1-004 ® 39 1/2"x 6" ....... ..1 CH 8 1/2"Swing 40 3/4"x 1-1/2"......5 CH Check Valve ......1 46-049-1-004 p 41 3/4"x 2" .........1 CH 9 3/4"Angle Valve...1 46-048-1-005 42 3/4"x 4-1/2"......2 CH 10 3/4"Swing 43 1"x 4".. .........1 CH Check Valve . ... ..1 46-049-1-005 44 2"x 4-1/2"... ... ..1 CH 11 2"Angle Valve .. ..1 46-048-1-009 COMPONENTS INCLUDED ONLY IN 12 Drip Funnel Connector...... ..1 92-211-1-005 PRE-TRIMMED VALVE ASSEMBLIES: 13 Drip Funnel NO. DESCRIPTION QTY P/N 45 Model BFV-300 Butterfly Bracket. ....... ..1 92-211-1-003 25 1/2"45'Elbow.. ..1 CH Valve,6"(DN150)..1 59300GO60W 14 Drip Funnel..... ..1 92-343-1-007 26 1/2"Cross .......1 CH 46 Butterfy Valve 15 3/32"Vent 27 1/2"Tee .........2 CH Assembly Component: Fitting .. .........1 92-032-1-002 28 1/2"x 1/4"x 1/2" GxG DPV-1 Valves, 16 1/4"Tube, Reducing Tee .....2 CH Figure 577 Coupling, 24" Long....... ..1 CH 29 1/2"x 1/2"x 1/4" 6"(DN150) .......1 57760ACP 17 1/4" Plug....... ..2 CH Reducing Tee .....1 CH FxF,FxG DPV-1 Valves, 18 1/2" Plug....... ..2 CH 30 3/4"90'Elbow....1 CH Figure 71 Flange Adapter, 19 3/4" Plug....... ..1 CH 31 3/4"x 1/2"x 3/4" 6"(DN150) .......1 7160S 20 1" Plug . .... ... ..1 CH Reducing Tee .....3 CH 47 Waterflow Pressure 21 1/2"x 1/4" Reducing 32 1"x 1"x 1/2" Alarm Switch, Bushing .. . . . . . . . 1 CH Reducing Tee ... ..1 CH Model PS10-2.....1 25710 22 1/2" Union. . . . . . . . 1 CH PIPE NIPPLES: 48 Low Air Pressure 23 3/4" Union... ... .. 1 CH 33 1/4"x 3" .. . . . . . . .2 CH Alarm Switch, 24 1/2"90'Elbow....1 CH 34 1/2"x Close . . . . . . 1 CH Model PS40-2... ..1 25730 FIGURE 5-PART 3 OF 3 6 INCH(DN150)MODEL DPV-1 DRY PIPE VALVE EXPLODED ARRANGEMENT OF VALVE TRIM TFP1020 Page 16 of 20 7-1/8" _ _ 8-3/8" 14-7/8" 9-1/4" (180 mm) (213 mm) (380 mm) (235 mm) 2-1/2&3 INCH 0 ® o (DN65&DN80) 20-7/16" VALVE ® (520 mm) 16-1/8" (409,6 mm) 2-1/2 or 3 INCH ° q VALVES ° P o 0 if _ 12" 9-5/8" _ 12" __ 14" (300 mm) (245 mm) (300 mm) (355 mm) 4 INCH O a o (DN100) VALVE ® 21-7/8" ® (555 mm) d� FxF: 18-3/16"(462 mm) O �qP FxG: 18-1/4"(464 mm) ® ac GxG:18-5/16"(465 mm) o O O 11-1/2" 11-3/8" 15" 14-3/4" _ (290 mm)�~(289 mm) (380 mm) (375 mm) 6INCH (DN 150) VALVE 0 P O 24-1/2" 0 (620 mm) d b 21-7/8" O (555,6 mm) O O O FIGURE 6-PART 1 OF 2 MODEL DPV-1 DRY PIPE VALVE INSTALLATION DIMENSIONS, PRE-TRIMMED VALVE TFP1020 Page 17 of 20 6-3/4" 8" 14-7/8" 9-1/4" (170 mm) (200 mm) (380 mm) (235 mm) 2-1/2&3 INCH O vc 16-9/16" ® o (DN65&DN80) (420,7 mm) VALVE ® 12-1/4" (311, 2-1/2 orr IN 3 INCH VALVES o qP �I Y 6" (150 mm) _ 12" _ 6" 12" _ 14" _ (300 mm) (150 mm) (300 mm) (355 mm) 4 INCH D Q 17-1/4" O (DN100) qP (440 mm) VALVE ® ® FxF:13-5/8"(346,1 mm) FxG: 113 1/4" 49,3 mm) .pbQ GxG:13-3/4"(349,3 mm) �qP ® DQ O 2-1/2"(65 mm) 11-1/2" 7-1/4" 15" __ 14-3/4" (290 mm) (190 mm) �_— (380 mm) (375 mm) 6INCH (DN150) VALVE O D P 18-3/4" o (475 mm) ® 16" (406,4 mm) FxF,FxG, or GxG ° D Q o �P nQ o 4-1/2" (115 mm) FIGURE 6-PART 2 OF 2 MODEL DPV-1 DRY PIPE VALVE INSTALLATION DIMENSIONS, VALVE AND SEMI-ASSEMBLED TRIM TFP1020 Page 18 of 20 Step 3. Verify that the DPV-1 Valve Care and has operated, as indicated by the flow Nominal Torque Maintenance of water into the system and that all Valve Sizes lb-ft waterflow alarms operate properly. in. (N•m) (DN) The following procedures and inspec- Step 4.Close the system Main Control tions should be performed as indicated, Valve. 2-1/2 30 in addition to any specific requirements (DN65) (41) Step 5. Reset the DPV-1 Valve in of the NFPA,and any impairment must accordance with the Valve Setting 3 30 be immediately corrected. Procedure. (DN80) (41) Before closing a fire protection system Note: It is recommended that the 4 30 main control valve for maintenance requirement of NFPA 25 to annually (DN100) (41) work on the fire protection system that inspect the inside of the valve be per- 6 55 it controls,permission to shut down the formed at this time and prior to reset- (DN150) (75) affected fire protection system must be ting the DPV-1 Valve. Refer to the obtained from the proper authorities Automatic Drain Valve Inspection sub- TABLE C and notify all personnel who may be HANDHOLE COVER BOLTS affected by action. section Steps 2 through 5 for ction c- MAXIMUM TORQUE tions with regard to the inspection of The owner is responsible for the the Clapper Facing. inspection,testing,and maintenance of Quarterly Waterf low Alarm Test Gauge), and then after removing the their fire protection system and devices Handhole Cover, perform the follow- in compliance with this document, as Procedure ing steps: well as with the applicable standards Testing of the system waterflow alarms of the National Fire Protection Associa- should be performed quarterly.To test Step 1. Make sure that the Seat Ring tion (e.g., NFPA 25), in addition to the the waterflow alarm, open the Alarm is clean and free of any nicks or signifi- standards of any authority having juris- Test Valve, which will allow a flow of cant scratches. diction. Contact the installing contrac- water to the Waterf low Pressure Alarm Step 2. Remove the Clapper Assem- tor or sprinkler manufacturer regarding Switch and/or Water Motor Alarm. bly from the valve by first pulling out any questions. Upon satisfactory completion of the the Hinge Pin. Automatic sprinkler systems are rec- test, close the Alarm Test Valve. Step 3. Disassemble the Clapper ommended to be inspected, tested, Water Pressure Inspection Facing Retainer from the Clapper and maintained by a qualified Inspec- The Water Pressure Gauge is to be so that the Clapper Facing can be tion Service in accordance with local inspected monthly (per NFPA 25) to removed and inspected. Make sure requirements and/or national codes. ensure that normal system water pres- that the Clapper Facing does not show sure is being maintained. signs of compression set,damage,etc. The operational test procedure and Clapper the lace waterflow pressure alarm test pro- Air Pressure Inspection Replace pP Facing if there is cedure will result in operation of the The Air Pressure Gauge is to be any signs of wear. associated alarms. Consequently, inspected monthly (per NFPA 25) to Step 4. Clean the Clapper Facing, notification must first be given to the ensure that normal system air pressure Clapper, and Clapper Facing Retainer, owner and the fire department, central is being maintained. and then reassemble the Clapper station,or other signal station to which Automatic Drain Valve Inspection Assembly. the alarms are connected. The Automatic Drain Valve should be Step 5.Reinstall the Clapper Assembly Annual Operation Test Procedure inspected monthly (per NFPA 25) by with its Hinge Pin. Note:Unless otherwise noted, refer to depressing the plunger and check- Figure 3, 4, or 5 to identify functional g in to ensure that the Automatic Drain Step 6. Install Handhole Cover: trim components. Valve is not discharging water and/or a. Align Handhole Cover Gasket and air. A discharge of water and/or air is Handhole Cover in proper orien- Proper operation of the DPV-1 Valve an indication that the air and/or water tation with valve body(Ref. Figure (i.e.,opening of the DPV-1 Valve during seats are leaking, which could subse- 1)and hold in place a fire condition) should be verified at quently cause a false operation should least once a year as follows: the intermediate chamber become b. Apply o Hex E It t rea s equiv- Step 1. If necessary, prevent water inadvertently pressurized. anent)to Hex Bolt threads Hand- from flowing beyond the riser by: If leakage is present, take the DPV-1 c. Insert Hex Bolts through Hand- • Close the Main Control Valve Valve out of service (i.e., close the hole Cover Gasket and le main control valve,open the main drain Cover, hand-tighten inttoo valve • Open the Main Drain Valve valve,close the air supply control valve, body • Open the Main Control Valve one turn remove the Dry Pipe Valve Accelerator d. Using crossdraw sequence to beyond the position at which water from service, as applicable, in accor- assure uniformity,wrench-tighten just begins to flow from the Main dance with its Technical Data Sheet Hex Bolts to appropriate torque Drain Valve (Refer to TFP1105 for the VIZOR or values(Ref.Table C) • Close the Main Drain Valve TFP1112 for the ACC-1), and open the e. Inspect to assure all Hex Bolts Inspector's Test Connection to relieve are securely tightened Step 2. Open the system Inspector's the system air pressure to 0 psig as Test Connection. indicated on the System Air Pressure TFP1020 Page 19 of 20 Limited Specify:6 in. DPV-1 Pre-Trimmed Valve Accessories Assembly, (specify) End Connection, Refer to Technical data Sheets describ- Warranty P/N (specify): ing the following accessories, as Flange x Flange...............52-310-3-060 applicable. For warranty terms and conditions,visit Flange x Groove...............52-310-3-460 Specify: Description, P/N (specify): www.tyco-fire.com. Groove x Groove..............52-310-3-960 Model PS10-2 Potter Electric Waterflow Pre-Trimmed DPV-1 Assemblies Pressure Alarm Switch ...............25710 Ordering without Butterfly Valve (Ref.Potter Electric Technical Data Sheet) Specify:4 in. DPV-1 Pre-Trimmed Valve Model PS40-2 Potter Electric Low Air Pressure Alarm Switch ...............25730 Procedure Assembly without Butterfly, (Specify) (Ref.Potter Electric Technical Data Sheet) End Connection, P/N (specify): Model WMA-1 Contact your local distributor for avail- Water Motor Alarm.............52-630-1-001 ability.When placing an order.indicate Flange x Flange...............52-310-4-440 (Ref.Technical Data Sheet TFP921) y p g Flange xGroove...............52-310-4- 40 the full product name and Part Number Model AMD-1 (P/N). Specify:6 in. DPV-1 Pre-Trimmed Valve Air Maintenance Device.........52-324-2-002 Assembly without Butterfly, (specify) (Ref.Technical Data Sheet TFP1221) Standard DPV-1 Dry Pipe Valve End Connection, P/N (specify): Model AMD-2 ANSI standard outside diameter(O.D.) ( p y) Air Maintenance Data Se..... 1231)-326-2-001 pipe size with grooved or ANSI drilled Flange x Flange...............52-310-4-460 Mod I AMDc31 Data Sheet TFP1231) Flange xGroove...............52-310-4-460 flange end connections and NPT Nitrogen Maintenance Device....52-328-2-001 threaded ports. Standard Galvanized (Ref.Technical Data Sheet TFP1241) Specify: (specify size) Model DPV-1 Semi-Assembled DPV-1 TrimNote: Valves with NPT threaded ports Replacement Valve Parts Dry Pipe Valve with(specify) End Con- are intended for use with the Standard Specify: (description) for use with nections, P/N (specify): Galvanized Semi-Assembled Standard (specify size) Model DPV-1 Dry Pipe Groove x Groove, Valve Trim described in Figures 3, 4 Valve, P/N (see Figure 1). ANSI 2.in.( in. 5)G G.O.D.Grooves: and 5 of this document. Replacement Trim Parts Groove e (DN65)G x G..........52-310-1-925 Specify: (description) for use With GroovexGroove, Specify: 2-1/2 and 3 in. DPV-1 ANSI 3.50 in.(88,9 mm)O.D.Grooves: Semi-Assembled Galvanized Trim, (specify size) Model DPV-1 Dry Pipe 3 in.(DN80)G x G .............52-310-1-930 P/N 52-309-2-005 Valve, P/N (see Figures 3, 4,or 5). Groove x Groove, Other DPV-1 Dr Pipe Valves ANSI 4.50 in.(114,3 mm)O.D.Grooves: Specify: 4 in. DPV-1 Semi-Assembled Y p 4 in.(DN100)G x G ............52-310-1-940 Galvanized Trim, P/N 52-309-2-001 Notes: Other DPV-1 Dry Pipe Valves Flange x Groove, are valves ordered with any combi- ANSI Flange x ANSI 4.50 in.(114,3 mm)O.D. Specify: 6 in. DPV-1 Semi-Assembled nation of flange drilling, pipe groove Groove: Galvanized Trim, P/N 52-309-2-002 outside diameter(0.D.), or port thread 4 in.(DN100)F x G.............52-310-1-440 Flange x Flange, Optional Electronic Accelerator: specification not offered as Standard ANSI Flanges: DPV-1 Dry Pipe Valves. 4 in.(DN100)F x F.............52-310-1-040 VIZOR Electronic Dry Pipe Groove xGroove, Accelerator(with Trim) Valves with NPT threaded ports are ANSI 6.62 in.(168,3 mm)O.D.Grooves: (Ref.Technical Data Sheet TFP1105) intended for use with the Standard 6 in.(DN150)G x G ............52-310-1-960 Galvanized Semi-Assembled DPV-1 Flange x Groove, Specify: VIZOR Electronic Dry Pipe Valve Trim described in Figures 3, 4 ANSI Flange x ANSI 6.62 in.(168,3 mm)O.D. Accelerator for use with the 4 or 6 in. and 5 of this document. Valves with ISO Groove: TYCO Model DPV-1 Dry Pipe Valve threaded parts are intended for use 6 in.(DN150)F x G.............52-310-1-460 Trim, P/N 52-312-3-001 p Flange x Flange, with special order trim that is provided ANSI Flanges: Optional Mechanical Accelerator: by local distributors to meet the spe- 6 in.(DN150)F x F.............52-310-1-060 Model ACCA Dry Pipe Accelerator cific needs of certain localities. Please Pre-Trimmed DPV-1 Assemblies (Ref.Technical Data Sheet TFP1112) contact your local distributor regard- with ButterflyValve regard- ing valves and valve trim for specific Specify: Model ACC-1 Dry Pipe localities. Specify: 2-1/2 in. DPV-1 Pre-Trimmed Accelerator, P/N 52-311-1-001, Valve Assembly,Grooved End Connec- and Galvanized Accelerator Trim Specify: (specify size) Model DPV-1 tions, P/N 52-310-3-925 for Model DPV-1 Dry Pipe Valve, Dry Pipe Valve with(specify) End Con- Specify:3 in. DPV-1 Pre-Trimmed Valve P/N 52-311-2-010 nections and (specify NPT or ISO) Assembly, Grooved End Connections, Optional 600 PSI Water Pressure threaded ports, P/N (specify): P/N 52-310-3-930 Gauge: Other 2-1/2 in. (DN65)Valves Specify:4 in. DPV-1 Pre-Trimmed Valve Specify: 600 PSI Water Pressure with NPT Threaded Ports Assembly, (specify) End Connection, Gauge, P/N 92-343-1-004 Groove x Groove, s ecif 3.00 in.(76,1 mm)O.D. P/N (specify): Grooves.....................52-309-1-930 Flange x Flange...............52-310-3-040 Flange x Groove...............52-310-3-440 Groove x Groove..............52-310-3-940 TFP1020 Page 20 of 20 Other 2-1/2 in. (DN65)Valves Other 4 in. (DN100)Valves Other 6 in.(DN150)Valves with ISO Threaded Ports with ISO Threaded Ports with ISO Threaded Ports Groove x Groove, Groove x Groove, Groove x Groove, ANSI 2.88 in.(73,0 mm)O.D. ANSI 4.50 in.(114,3 mm)O.D. ANSI 6.62 in.(168,3 mm)O.D. Grooves.....................52-309-1-920 Grooves.....................52-309-1-923 Grooves.....................52-309-1-925 Groove x Groove, Flange x Groove, Groove x Groove, 3.00 in.(76,1 mm)O.D. ISO Flange x ANSI 4.50 in.(114,3 mm)O.D. 6.50 in.(165,1 mm)O.D. Grooves.....................52-309-1-940 Groove......................52-309-1-213 Grooves.....................52-309-1-945 Flange x Flange, Flange x Groove, Other 3 in.(DN80)Valves ISO Flanges..................52-309-1-113 ISO Flange x ANSI 6.62 in.(168,3 mm)O.D. with ISO Threaded Ports O Groove......................52-309-1-215 Other 6 in. DN150 Groove x Groove, ( )Valves Flange x Groove, ANSI 3.50 in.(88,9 mm)O.D. with NPT Threaded Ports ISO Flange x 6.50 in.(165,1 mm)O.D. Grooves.....................52-309-1-922 Groove x Groove, Groove......................52-309-1-315 DN100 Valves 6.50 in.(165,1 mm)O.D. Flange x Flange, Other 4 in. ( ) Grooves.....................52-309-1-935 ISO Flanges..................52-309-1-115 with NPT Threaded Ports Flange x Groove, Flange x Groove, ANSI Flange x 6.50 in.(165,1 mm)O.D. ISO Flange x ANSI 4.50 in.(114,3 mm)O.D. Groove......................52-309-1-435 Groove......................52-309-1-253 Flange x Groove, Flange x Groove, ISO Flange x ANSI 6.62 in.(168,3 mm)O.D. AS Flange x ANSI 4.50 in.(114,3 mm)O.D. Groove......................52-309-1-255 Groove......................52-309-1-613 Flange x Groove, Flange x Groove, ISO Flange x 6.50 in.(165,1 mm)O.D. JIS Flange x ANSI 4.50 in.(114,3 mm)O.D. Groove......................52-309-1-335 Groove......................52-309-1-813 Flange x Groove, Flange x Flange, AS Flange x ANSI 6.62 in.(168,3 mm)O.D. ISO Flanges..................52-309-1-133 Groove......................52-309-1-615 Flange x Flange, Flange x Groove, AS Flanges...................52-309-1-513 AS Flange x 6.50 in.(165,1 mm)O.D. Flange x Flange, Groove......................52-309-1-635 es 52-309 1-713 Flange x Groove, JIS Flanges JIS Flange x ANSI 6.62 in.(168,3 mm)O.D. Groove......................52-309-1-815 Flange x Groove, JIS Flange x 6.50 in.(165,1 mm)O.D. Groove......................52-309-1-835 Flange x Flange, ISO Flanges..................52-309-1-135 Flange x Flange, AS Flanges...................52-309-1-515 Flange x Flange, JIS Flanges ..................52-309-1-715 1400 Pennbrook Parkway,Lansdale,PA 19446 Telephone A-215-362-0700®2018 Johnson Controls.All rights reserved.All specifications and other Information shown were current as of document revision date and are subject to change without notice. Johnson 400 NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registered trademarks of National Fire Protection Association; Controls LOCTITE is a registered trademark of Henkel Corporation Worldwide www.tyco-fire.com tqC00 Contacts Model CV4 FR Grooved-End Riser Check Valves 2 Inch to 12 Inch (171450 to DN300) General C The Model CV-1FR Riser Check Valve :\ Description described herein must be installed ' and maintained in compliance with The TYCO Model CV-1FR Grooved- this document and with the applicable End Riser Check Valve is a compact standards of the NATIONAL FIRE PRO- and rugged swing-type unit that allows TECTION ASSOCIATION,in addition to water flow in one direction and pre- the standards of any authorities having '• vents flow in the opposite direction. jurisdiction. Failure to do so may impair A resilient elastomer seal facing on the performance of this device. the spring-loaded clapper ensures a Never remove any piping component leak-tight seal and non-sticking opera- tion. The Model CV-1 FR Riser Check nor correct ciencies without modify any piping out first de-pressurizing Valves are designed to minimize water hammer caused by flow reversal. and draining the system. Failure to do FM so may result in serious personal injury, V V The Model CV-1FR Riser Check Valve property damage, and/or impaired °L °L APPROVED is furnished with grooved ends and device performance. can be installed using GRINNELL The owner is responsible for maintain- Grooved Couplings or GRINNELL ing their fire protection system and Installation Figure 71 Flange Adapters.The Model devices in proper operating condition. CV-1 FR Riser Check Valves have been Contact the installing contractor or The Model CV-1 FR Riser Check Valves designed with a removable cover for manufacturer with any questions. are to be installed in accordance with ease of field maintenance.These valves this section: can be installed horizontally(with cover Technical in the upward position)or vertically with 1.The arrow cast on the Body must the flow in the upward direction. Refer Data point in the direction of the flow. to Figure 6. 2.Valves installed vertically must To facilitate their use in wet-type auto- Approvals be positioned with the flow in the matic sprinkler system risers, the UL,C-UL Listed upward direction. Model CV-1 FR Riser Check Valves are FM Approved provided with threaded outlets for pres- Sizes 3.Valves installed horizontally must be sure gauges and a drain connection. 2 in.to 12 in.(DN50 to DN300) positioned with the Cover facing up. They provide a more compact and eco- Maximum Working Pressure Refer to Figure 6. nomical alternative to an alarm check 300 psi(20,7 bar) 4.Grooved-end pipe couplings used valve where a water motor alarm is not Valve Assembly Finish with the Model CV-1 FR Riser Check required. Provisions must be made for Red, non-lead paint Valve must be installed in accordance a local alarm using an approved flow with manufacturer's instructions. switch (not included). NOTE. Valves should be installed a The Model CV-1FR Riser Check Valve reasonable distance downstream from is also Listed for use in conjunction pumps, elbows, expanders, reducers, with the TYCO DV-5 Deluge Valve in or other similar devices to extend the Preaction Systems under air pressure valve life. Standard piping practices without the use of prime water. call for a minimum of five times the pipe The Model CV-1 FR Riser Check Valves diameter for general use. are a redesign for the Central Figure 590FR and GRINNELL Figure 590FR. IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Page 1 of 6 DECEMBER 2020 TFP95O TFP950 Page 2 of 6 A B 1/4" 1/4" NPT NPT C O.D. D J K E F Nominal Dimensions Nominal Pipe Size Inches Cover Approx. (mm) Bolt Weight Torque ANSI O.D. lb Inches K Inches A B C D E F J Inches (N-m•m) (kg) DN (mm) NPT 2 2.375 6.75 4.38 1.96 2.57 3.25 4.37 1.56 7 9.0 DN50 (60,3) (171,5) (111,3) (49,8) (65,3) (82,3) (111,0) (39,6) 1 (10) (4,5) 2-1/2 2.875 8.00 5.38 2.63 3.09 3.87 5.12 1.73 1-1/4 10 10.0 DN65 1 (73,0) (203,2) (136,7) (66,8) (78,5) (98,3) (130,0) (43,9) (14) (4,5) 76,1 - 8.00 5.38 2.63 3.09 3.87 5.12 1.72 1-1/4 10 10.0 DN65 (76,1) (203,2) (136,7) (66,8) (78,5) (98,3) (130,0) (43,7) (14) (4,5) 3 3.500 8.37 5.72 2.81 3.31 3.87 5.12 1.72 1-1/4 10 11.0 DN80 (88,9) (212,6) (145,3) (71,4) (84,1) (98,3) (130,0) (43,7) (14) (5,0) 4 4.500 9.63 6.68 3.80 3.63 4.53 5.78 2.12 10 25.0 DN100 (114,3) (245,6) (169,7) (96,5) (92,2) (115,4) (146,8) (53,8) 2 (14) (11,3) 139.7 - 10.50 7.40 4.46 4.13 4.90 7.00 2.09 10 29.0 DN125 (139,7) (266,7) (188,0) (113,2) (104,9) (124,5) (177,8) (53,1) 2 (14) (13,2) 5 5.563 10.50 7.40 4.46 4.13 4.90 7.00 2.09 10 29.0 DN125 (141,3) (266,7) (188,0) (113,2) (104,9) (124,5) (177,8) (53,1) 2 (14) (13,2) 165.1 - 11.50 8.00 4.62 4.50 5.00 7.25 2.00 30 47.0 DN150 (165,1) (292,1) (203,2) (117,4) (114,3) (127,0) (184,2) (50,8) 2 (40) (21,3) 6 6.625 11.50 8.00 4.62 4.50 5.00 7.25 2.00 30 47.0 DN150 (168,3) (292,1) (203,2) (117,4) (114,3) (127,0) (184,2) (50,8) 2 (40) (21,3) 8 8.625 14.00 10.14 6.67 5.52 5.46 10.50 2.43 50 66.0 DN200 (219,1) (355,6) (257,6) (169,4) (140,2) (138,7) (266,7) (61,7) 2 (68) (30,0) 10 10.750 18.00 12.38 8.62 6.41 7.50 10.75 3.38 70 109.7 DN250 (273,1) (457,2) (314,5) (218,9) (162,8) (190,5) (273,1) (85,9) 2 (95) (49,4) 12 12.750 21.0 14.28 9.93 7.27 7.62 10.00 3.13 80 151.0 DN300 (323,9) (533,4) (362,7) (252,2) (184,7) (193,5) (254,0) (79,5) 2 (108) (68,0) FIGURE 1 MODEL CV-1FR RISER CHECK VALVES NOMINAL DIMENSIONS TFP950 Page 3 of 6 8 8 4,15 17 16 9 __ 5 2 SEE 2 7 9 3 VIEW A 2"-8" 2 10"-12" 7 5 (DN50 DN200) (DN250-DN300) VIEW A 13 D O C 5 13 11,15 11 14,15 SEE 6 / 18 DETAIL B 5 6 1 2"-8" 10"-12" (DN50-DN200) (DN250-DN300) DETAIL B Detail Part Material Oty. Detail Part Material Oty. Detail Part Material Oty. 1 Body Ductile Iron 1 6 Clapper EPDM 1 14 Locknut Stainless 1 Facing Grade"E" Steel 2 Cover Ductile Iron 1 7 Spring Stainless 1 15 Adhesive Thread AR Steel Sealer 3 Cover Nitrite Rubber 1 g Hinge Stainless 1 i6 Nameplate Aluminum 1 Gasket Shaft Steel Hex Cap Steel,Zinc Retaining Stainless 4 Screw Plated AR 9 Ring Steel AR 17 Rivet Steel 2 Clapper Stainless Retention Stainless Stainless 2 -8 Steel 11 Bolt Steel 1 18 Spacer Steel 1 5 (DN50-200) 1 Clapper Retaining Stainless 10--12- Ductile Iron 13 Disc Steel 1 (DN250-300) FIGURE 2 MODEL CV-1FR RISER CHECK VALVES ASSEMBLY FLOW RATE IN LITRES PER MINUTE(LPM) (1 GPM=3,785 LPM) 500 700 1000 2000 3000 5000 7000 10000 20000 30000 50000 5.0 4.0 o roy 0,30 h a= 3.0 o 0,20m O Z --f N a ito fm�� 2.0 �O p 0 Lo 00 �� 2V Np Do 010 o a w ? 0,09 11z cn V� 0,08 a FT LU =1.0 0,07 a z 2V z Z) 0.9 a 0.8 z 0.7IIIIIIIIA-1110,05 0 0.6 0,04 0.5 100 200 300 400 600 1000 2000 3000 4000 6000 10000 15000 FLOW RATE IN GALLONS PER MINUTE(GPM) FIGURE 3 MODEL CV-1FR RISER CHECK VALVES PRESSURE LOSS DATA TFP950 Page 4of6 i A I 0 C E B D - Nominal Dimensions Nominal Pipe Size Inches (mm) ANSI O.D. E Inches Inches A B C D Inches DN (mm) NPT 2 2.375 6.75 5.87 3.25 9.52 1 DN50 (60,3) (171,5) (149,1) (82,6) (241,9) 2-1/2 2.875 8.00 6.66 3.87 10.80 1-1/4 DN65 (73,0) (203,2) (169,2) (98,3) (274,3) 76,1 - 8.00 6.66 3.87 10.80 1-1/4 DN65 (76,1) (203,2) (169,2) (98,3) (274,3) 3 3.500 8.37 6.88 3.87 11.02 1-1/4 DN80 (88,9) (212,6) (174,8) (98,3) (279,9) 4 4.500 9.63 7.63 4.53 11.92 2 DN100 (114,3) (244,6) (193,7) (115,1) (302,7) 139,7 - 10.50 8.13 4.90 12.42 2 DN125 (139,7) (266,7) (206,4) (124,5) (315,4) 5 5.563 10.50 8.13 4.90 12.42 2 DN125 (141,3) (266,7) (206,4) (124,5) (315,4) 165,1 - 11.50 8.50 5.00 12.79 2 DN150 (165,1) (292,1) (215,8) (127,0) (324,8) 6 6.625 11.50 8.50 5.00 12.79 2 DN150 (168,3) (292,1) (215,8) (127,0) (324,8) 8 8.625 14.00 9.52 5.46 13.81 2 DN200 (219,1) (355,6) (241,7) (138,7) (350,7) 10 10.750 18.00 10.41 7.50 14.70 2 DN250 (273,1) (457,2) (264,3) (190,5) (373,3) 12 12.750 21.00 11.27 7.62 15.56 2 DN300 (323,9) (533,4) (286,1) (193,5) (395,2) FIGURE 4 MODEL CV-1FR RISER CHECK VALVE WITH TRIM COMPONENTS NOMINAL DIMENSIONS TFP950 Page 5 of 6 P/N 59-591-1-020 2 Inch(DN50) NO. DESCRIPTION QTY. P/N 1 300 psi/2000 kPa NOTES: MAIN Water Pressure Gauge ..2 92-343-1-005 1. All Fittings and Nipples are DRAIN VALVE 2 1/4"Gauge Test Valve . .2 46-005-1-002 galvanized(Standard Order). (NORMALLY 3 1/4" Plug2 CH CLOSED) •• •• •••• • • • • • 2. CH:Common Hardware. 4 1"Angle Valve.... . . . . .1 46-048-1-006 5 1/4"x 2" Nipple... . . . . . 1 CH 6 1/4"x 5" Nipple... . . . . . 1 CH 7 1"x 3" Nipple. ..... . . . . 1 CH 7 4 P/N 59-591-1-030 2-1/2 Inch(DN65)through 3 Inch(DN80) NO. DESCRIPTION QTY. P/N 1 300 psi/2000 kPa / SYSTEM i Water Pressure Gauge ..2 92-343-1-005 PRESSURE_� j GAUGE 2 1/4"Gauge Test Valve ..2 46-005-1-002 3 1/4" Plug .. .. .........2 CH 1 4 1-1/4"Angle Valve......1 46-048-1-007 SUPPLY 5 1/4"x2" Nipple........1 CH / 2 PRESSURE 6 1/4"x 5" Nipple........1 CH ® GAUGE 7 1-1/4"x 3" Nipple......1 CH 5 3 i P/N 59-591-1-080 4 Inch(DN100)through 12 Inch(DN300) MODEL CV-1 FR NO. DESCRIPTION QTY. P/N RISER CHECK 1 1 300 psi/2000 kPa VALVE 2 Water Pressure Gauge ..2 92-343-1-005 6 2 1/4"Gauge Test Valve ..2 46-005-1-002 3 3 1/4" Plug .... .........2 CH 4 2"Angle Valve.........1 46-048-1-009 7� 5 1/4"x 2" Nipple........1 CH 6 1/4"x 5" Nipple........1 CH 7 2"x 3" Nipple..........1 CH FIGURE 5 MODEL CV-1FR RISER CHECK VALVES TRIM PARTS LIST COVER OUTLET INLET OUTLET F COVER FLOW o LOW INLET VERTICAL ORIENTATION HORIZONTAL ORIENTATION FIGURE 6 MODEL CV-1FR RISER CHECK VALVES INSTALLATION TFP950 Page 6of6 Care and Limited Maintenance Warranty Before closing a fire protection system For warranty terms and conditions,visit main control valve for maintenance www.tyco-fire.com. work on the fire protection system that it controls, obtain permission to Ordering shut down the affected fire protection system from the proper authorities procedure and notify all personnel who may be affected by this decision. Contact your local distributor for avail- After placing a fire protection system ability.When placing an order, indicate in service, notify the proper authorities the full product name and Part Number and advise those responsible for moni- (P/N). toring proprietary and/or central station Model CV-1 FIR Check Valves alarms. Specify: Size and P/N (below): The owner is responsible for the inspec- 2 in.(DN50)............. P/N 59-590-1-020 tion, testing, and maintenance of their 2-1/2 in.(DN65).......... P/N 59-590-1-025 fire protection system and devices in 76,1 mm(DN65) ......... P/N 59-590-1-076 compliance with this document,as well 3 in.(DN80)............. P/N 59-590-1-030 as with the applicable standards of the 4 in.(DN100)............ P/N 59-590-1-040 NATIONAL FIRE PROTECTION ASSO- 139,7 mm(DN125) ....... P/N 59-590-1-139 CIATION such as NFPA 25, in addition 5 in.(DN125)............ P/N 59-590-1-050 to the standards of any authority having 165,1 mm(DN150) ....... P/N 59-590-1-165 jurisdiction.Contact the installing con- 6 in.(DN150)............P/N 59-590-1-060 tractor or product manufacturer with 8 in.(DN200)............ P/N 59-590-1-080 any questions. Any impairments must 10 in.(DN250)........... P/N 59-590-1-100 be immediately corrected. 12 in.(DN300)........... P/N 59-590-1-120 Automatic sprinkler systems are rec- Model CV-1FR ommended to be inspected, tested, Riser Check Valve Trim Assembly and maintained by a qualified Inspec- Specify: Size and P/N (below). tion Service in accordance with local 2 in.(DN50)............. P/N 59-591-1-020 requirements and/or national codes. 2-1/2 in.(DN65).......... P/N 59-591-1-030 76,1 mm(DN65) ......... P/N 59-591-1-030 3 in.(DN80)............. P/N 59-591-1-030 4 in.(DN100)............ P/N 59-591-1-080 139,7 mm(DN125) ....... P/N 59-591-1-080 5 in.(DN125)............ P/N 59-591-1-080 165,1 mm(DN150) ....... P/N 59-591-1-080 6 in.(DN150)............ P/N 59-591-1-080 8 in.(DN200)............ P/N 59-591-1-080 10 in.(DN250)........... P/N 59-591-1-080 12 in.(DN300)........... P/N 59-591-1-080 1400 Pennbrook Parkway,Lansdale,PA 19446 Telephone+1-215-362-0700 m 2020 Johnson Controls.All rights reserved.All specifications and other information shown were current as of document revision date and are subject to change without notice. Johnson I nson ORO NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are register,d tratlemarks of National Fire Protection Association; Controls CO® Worldwide www.tyco-fire.com Contacts Series TY.B - 5.6 K-factor Horizontal and Vertical Sidewall Sprinklers Standard Response, Standard Coverage General when exposed to corrosive atmo- spheres. Although corrosion resistant Description coated sprinklers have passed the standard corrosion tests of the appli- The TYCO Series TY-B, 5.6 K-factor, cable approval agencies,the testing is Horizontal and Vertical Sidewall Sprin- not representative of all possible cor- klers described in this technical data rosive atmospheres. Consequently, sheet are standard response,standard it is recommended that the end user coverage decorative 5 mm glass bulb be consulted with respect to the suit- type spray sprinklers designed for use ability of these coatings for any given in light and ordinary hazard, commer- corrosive environment. The effects of cial occupancies such as banks,hotels, ambient temperature,concentration of _ and shopping malls. chemicals, and gas/chemical velocity, should be considered, as a minimum, They are designed for installation along along with the corrosive nature of the a wall or the side of a beam and just chemical to which the sprinklers will be beneath a smooth ceiling. Sidewall exposed. sprinklers are commonly used instead of pendent or upright sprinklers due INOTOM to aesthetics or building construction The Series TY-8 Sprinklers described considerations, where piping across herein must be installed and main- the ceiling is not desirable. tained in compliance with this docu- The recessed version of the Series ment, as well as with the applicable TY-B Horizontal Sidewall Sprinkler is standards of the National Fire Protec- intended for use in areas with a fin- tion Association,in addition to the stan- ished wall. It uses a two-piece Style 10 dards of any other authorities having Recessed Escutcheon. The Recessed jurisdiction. Failure to do so may impair OL Escutcheon provides 1/2 in. (12,7 mm) the performance of these devices. of recessed adjustment or up to 3/4 in. The owner is responsible for main- } (19,1 mm) of total adjustment from the taining their fire protection system flush sidewall position.The adjustment and devices in proper operating con- provided by the Recessed Escutcheon dition. Contact the installing contrac- Maximum Working Pressure reduces the accuracy to which the fixed for or product manufacturer with any Refer to Table B pipe nipples to the sprinklers must be questions. Discharge Coefficient cut. K=5.6 gpm/psis/2(80,6 Ipm/bars/2) Corrosion-resistant coatings, where Sprinkler Temperature Ratings applicable,are utilized to extend the life of copper alloy sprinklers beyond that Identification Refer to Table A which would otherwise be obtained Nul'nbers Finishes Sprinkler: Refer to Table C TY3351. . . . . . . . Horizontal Sidewall Recessed Escutcheon:Signal or Pure IMPORTANT White,Grey Aluminum,Jet Black,Chrome Refer to Technical Data Sheet TY3451. . . . . . . . . . .Vertical Sidewall Plated,or Natural Brass TFP2300 for warnings pertaining to Physical Characteristics regulatory and health information. Technical Frame ............................Bronze Always refer to Technical Data Button......................Brass/Copper Sheet TFP700 for the "INSTALLER Data Sealing Assembly. Beryllium Nickel w/TEFLON WARNING" that provides cautions Bulb pressi .........................Glass p Approvals Compression Screw.......... ...Bronze with respect to handling and instal- UL and als Listed HSW Deflector .....................Bronze lation of sprinkler systems and com- UL Approved VSW Deflector..................... Copper ponents. Improper handling and FIVI LPCB Certified installation can permanently damage NYC Approved a sprinkler system or its compo- nents and cause the sprinkler to fail (Refer to Table A for complete approval to operate in a fire situation or cause information, including corrosion-resis- it to operate prematurely. tant status.) Page 1 of 6 JULY 2018 TFP161 TFP161 Page 2of6 DEFLECTOR \ DEFLECTOR 1 - Frame HAT �, \ 5 1 - Frame HAT 5 2 - Button � \ 2 - Button � 3 - Sealing 3 - Sealing Assembly Assembly 4 - Bulb 4 - Bulb 5 - Compression 5 - Compression Screw Screw 6 - Deflector* 6* 4 2 3 1 6 - Deflector* 6* 4 2 3 1 9/16" WRENCH 1/2"** 9/16" WRENCH 1/2" (14,3 mm) FLATS NPT (14,3 mm) FLATS NPT O _ O 1-13/16" 7/16" 1-13/16" 7/16" (46,0 mm) (11,1 mm) (46,0 mm) (11,1 mm) CENTERLINE NOMINAL CENTERLINE NOMINAL OF SPRINKLER MAKE-IN OF SPRINKLER MAKE-IN WATERWAY 1 1/2" WATERWAY 1-1/2" (38,1 mm) _ (38,1 mm) ESCUTCHEON ESCUTCHEON PLATE SEATING 2-3/16" _ PLATE SEATING 2-3/16" SURFACE (55,6 mm) SURFACE (55,6 mm) STYLE 10 STYLE 10 RECESSED RECESSED 1 ESCUTCHEON ESCUTCHEON *Temperature rating is *Temperature rating is indicated on Deflector indicated on Deflector jii ** Pipe thread connections per ISO 7-1 can be provided on special request 2-7/8" DIA. 2-7/8" DIA. (73,01 mm) (73,01 mm) 1 1 ALL FINISHES EXCEPT POLY-STAINLESS POLY-STAINLESS FINISH ONLY FIGURE 1 SERIES TY-B TY3351 HORIZONTAL SIDEWALL SPRINKLER 5.6 K-FACTOR STANDARD RESPONSE Poly-Stainless Physical Characteristics Design Criteria Installation Frame ............................Bronze Button................ L316316 Stainless Steel` The TYCO Series TY-B, 5.6 K-fac- The TYCO Series TY-B, 5.6 K-factor, St Bulb...............................Glass tor, Horizontal and Vertical Side- Horizontal and Vertical Sidewall Sprin- Compression Screw..... L316 Stainless Steel` wall Sprinklers are intended for klers must be installed in accordance HSW Deflector ..............Copper/Bronze fire protection systems designed with this section. Sealing Assembly.Gold Plated Beryllium Nickel In accordance with the standard w/TEFLON installation YUI@S recognized by General Instructions *Type L316 stainless steel(UNS 31603)per ASTM Y@CO n g A479/479M or BS EN 1008 WN1.4404. the applicable Listing or Approval Do not install any bulb type sprinkler agency (for example, UL Listing is if the bulb is cracked or there is a loss Operation based on the requirements of NFPA of liquid from the bulb. With the sprin- The glass bulb contains a fluid which 13, and FM Approval is based on the kler held horizontally,a small air bubble expands when exposed to heat.When requirements of the FM Loss Preven- should be present.The diameter of the the rated temperature is reached, the tion Data Sheets). Only the Style 10 air bubble is approximately 1/16 in. fluid expands sufficiently to shatter the Recessed Escutcheon, as applicable, (1,6 mm)for the 135oF(57°C)to 3/32 in. glass bulb, allowing the sprinkler to is to be used for recessed horizontal (2,4 mm)for the 360 F(182 C)tempera- activate and water to flow. installations. ture ratings. TFP161 Page 3of6 *Temperature ** Pipe thread 1 - Frame 4 - Bulb 7 - Ejection rating is connections 2 - Button 5 - Compression Spring indicated on per ISO 7-1 can 3 - Sealing Screw Deflector. be provided on Assembly 6 - Deflector* WRENCH RECESS special request. (END"A" USED FOR ARROW MUST 1/2" NPT MODELS) POINT AWAY 7/16" FROM AND BE FIGURE 4 ESCUTCHEON (11,1 mm) PERPENDICULAR O W-TYPE6 PLATE SEATING ** NOMINAL TO THE BACK /� SPRINKLER WRENCH SURFACE NPT MAKE-IN WALL SURFACE WRENCH 6* RECESS FLOW - 5 / 6" 2-3/16" 4 (55,6 ) (55,6 mm) 1-1/2" \ 2 (38,1 mm) WRENCH/ 7 FLATS 3 i PUSH WRENCH 1 IN TO ENSURE SHOWN SHOWN CROSS ENGAGEMENT PENDENT UPRIGHT SECTION WITH SPRINKLER FIGURE 2 WRENCHING AREA SERIES TY-B VERTICAL SIDEWALL(TY3451)SPRINKLER FIGURE 5 5.6 K-FACTOR, STANDARD RESPONSE W-TYPE 7 RECESSED SPRINKLER WRENCH 5/8 1/4" Horizontal Sidewall Sprinkler (15,9 6,4 mm) Installation FACE OF The TYCO Series TY-B Recessed Hor- MOUNTING izontal Sidewall Sprinklers must be SURFACE SPRINKLER installed in accordance with the fol- lowing instructions. Install recessed horizontal sidewall sprinklers in the horizontal position with the centerline CLOSURE of waterway perpendicular to the back wall and parallel to the ceiling. The 2-7/8" DIA. word "TOP" on the Deflector is to face SERIES (73,0 mm) towards the ceiling. - TY-B - 2-1/4" DIA. Step A. After installing the Style 10 (57,2 mm) Mounting Plate over the sprinkler threads,hand-tighten the sprinkler into MOUNTING 11 the sprinkler fitting. PLATE Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 5). Apply the W-Type 7 Recessed Sprinkler Wrench to the (3,2 mm) sprinkler wrench flats(Ref. Figure 1). 1-1/4" (31,8 mm) 3/4"(19,1 mm) Step C.After the ceiling is installed or 3/4" (19,1 mm) 1/4"(6,4 mm) the finish coat is applied, slide on the Style 10 Closure over the Series TY-B FIGURE 3 Sprinkler and push the Closure over the SERIES TY-B RECESSED PENDENT SPRINKLER ASSEMBLY Mounting Plate until its flange comes in WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT contact with the ceiling. STYLE 10 RECESSED ESCUTCHEON, 5.6 K-FACTOR, 112 INCH NPT A leak-tight 1/2 in. NPT sprinkler make-up for insufficient adjustment in joint should be obtained by apply- the escutcheon plate by under-or over- ing a minimum-to-maximum torque of tightening the sprinkler. Readjust the 7 to 14 lb-ft (9,5 to 19,0 N•m). Higher position of the sprinkler fitting to suit. levels of torque may distort the sprin- kler inlet and cause leakage or impair- ment of the sprinkler. Do not attempt to TFP161 Page 4of6 Vertical Sidewall Sprinkler INOTAT473 Automatic sprinklers must never be Installation painted, plated, coated, or other- The Series TY-B Vertical Sidewall Only retouching of the wax coating wise altered after leaving the factory. Sprinklers must be installed in accor- applied to the wrench flats and frame Modified sprinklers must be replaced. dance with the following instructions. arms is permitted, and the retouching Sprinklers that have been exposed to Install vertical sidewall sprinklers in the t i itil sprinkler installation.be performed only at the time of corrosive products of combustion, but pendent or upright position with the the initial have not operated,should be replaced arrow on the Deflector pointing away The steel rod should be heated only if they cannot be completely cleaned from the wall. to the point at which it can begin to by wiping the sprinkler with a cloth or Step 1. With pipe thread sealant melt the wax, and appropriate precau- by brushing it with a soft bristle brush. applied to the pipe threads, hand- tions need to be taken when handling Care must be exercised to avoid tighten the sprinkler into the sprinkler the heated rod in order to prevent the damage to the sprinklers before, fitting. installer from being burned. during, and after installation. Sprin- Step 2. Tighten the sprinkler into the Care and klers damaged by dropping, striking, sprinkler fitting using only the W-Type wrench twist/slippage,or the like, must 6 Sprinkler Wrench (Ref. Figure 4). For be replaced.Also,replace any sprinkler wax-coated sprinklers, use an 8 or 10 Maintenance that has a cracked bulb or that has lost in. adjustable Crescent wrench. Apply The TYCO Series TY-B, 5.6 K-factor, liquid from its bulb. (Refer to Installa- tionthe W-Type 6 Sprinkler Wrench or the Horizontal and Vertical Sidewall Sprin- Section.) Crescent wrench,as applicable,to the klers must be maintained and serviced The owner is responsible for the wrench flats(Ref. Figure 2). in accordance with this section. inspection,testing,and maintenance of When installing wax-coated sprinklers Before closing a fire protection system their fire protection system and devices with the adjustable Crescent wrench, main control valve for maintenance in compliance with this document, as well as with the applicable standards exercise care to prevent damage to the work on the fire protection system wax coating on the sprinkler wrench that it controls, obtain permission to of the National Fire Protection ion to flats or frame arms and, consequently, shut down the affected fire protection the s n standards N f a y of in addition to exposure of bare metal to the corro- system from the proper authorities the standards of any other authorities sive environment.Open the jaws of the and notify all personnel who may be having jurisdiction.Contact the install wrench sufficiently wide to pass over affected by this action. ing contractor or product manufacturer with any questions. the wrench flats without damaging the wax coating. Before wrench-tighten- The owner must assure that the sprin- Automatic sprinklers are recommended ing the sprinkler, adjust the jaws of the klers are not used for hanging any to be inspected,tested,and maintained wrench to contact only the sprinkler objects and that the sprinklers are only by a qualified Inspection Service in wrench flats. After wrench tightening cleaned by means of gently dusting accordance with local requirements the sprinkler, loosen the wrench jaws with a feather duster; otherwise, non- and/or national codes. before removing the wrench. operation in the event of a fire or inad- After installation, inspect the sprin- vertent operation may result. kler wrench flats and frame arms and Absence of an escutcheon, which is retouch(repair)the wax coating when- used to cover a clearance, may delay ever the coating has been damaged the time to sprinkler operation in a fire and bare metal is exposed. Retouch situation. the wax coating on the wrench flats by Sprinklers which are found to be gently applying a heated 1/8 in. diam- leaking or exhibiting visible signs of eter steel rod to the damaged areas of corrosion must be replaced. wax to smooth it back over areas where bare metal is exposed. TFP161 Page 5of6 SPRINKLER FINISH(10) K SPRINKLER TEMPERATURE QUIP WAX- TYPE RATING COLOR NATURAL CHROME POLYESTERS POLY- LEAD WAX OVER- BRASS PLATED STAINLESS° COATED COATED LEAD COATED 135°F(57°C) Orange 155°F(68°C) Red HORIZONTAL 175°F 79°C Yellow 1,2,3,4,9 1,2,3,9 1,2,3,9 SIDEWALL ( ) (TY3351) 200°F(93°C) Green 1,2 1,2,3,9 Figure 1 5.6 286°F(141°C) Blue 11h,2b,3b,9b 1/2 in. NPT 360°F(182°C) Mauve 1,2,4,9 1,2,9 N/A RECESSED 135°F(57°C) Orange HORIZONTAL 155°F(68°C) Red SIDEWALL 1,2,3,9 1,2 N/A (TY3351)a 175°F(79°C) Yellow Figure 3 200°F(93°C) Green 135°F(57°C) Orange VERTICAL 155°F(68°C) Red SIDEWALL 5,6,7,9 5.6 (TY3451) 175°F(79°C) Yellow 4,5,6,7,8,9 N/A 1/2 in. PENDENT 5,6,7,9 NPT or 200°F(93°C) Green UPRIGHT 286°F(141°C) Blue 5b,6b,7b,9b Figure 2 360°F(182°C) Mauve 4,5,6,8,9 N/A N/A Notes: 1. UL Listed for use in Light and Ordinary Hazard Occupancies at a 4 to 12 in.(100 to 300 mm)top of deflector-to-ceiling distance 2. C-UL Listed for use in Light and Ordinary Hazard Occupancies at a 4 to 12 in.(100 to 300 mm)top of deflector-to-ceiling distance 3. FM Approved for use in Light Hazard Occupancies at a 4 to 12 IN.(100 to 300 mm)top of deflector-to-ceiling distance 4. LPCB Approved(Ref.No.094a&007k)at a 4 to 6 in.(100 to 150 mm)deflector-to-ceiling distance 5. UL Listed for use in Light and Ordinary Hazard Occupancies 6. C-UL Listed for use in Light and Ordinary Hazard Occupancies 7. FM Approved for use in Light Hazard Occupancies 8. -PCB Approved(Ref.No.094a&007k) 9. Approved by the City of New York under MEA 354-01-E 10.Where Polyester Coated,Lead Coated,Wax Coated,and Wax-over-Lead Coated Sprinklers are noted to be UL and C-UL Listed,the sprinklers are UL and C-UL Listed as corrosion-resistant sprinklers.Where Lead Coated,Wax Coated,and Wax-over-Lead Coated Sprinklers are noted to be FM Approved,the sprinklers are FM Approved as corrosion-resistant sprinklers. a. Installed with Style 10(1/2 in.NPT)or Style 40(3/4 in.NPT)3/4 in.Total Adjustment Recessed Escutcheon,as applicable b. 150°F(66°C)maximum ceiling temperature c. Frame and deflector only N/A-Not Applicable TABLE A SERIES TY-B HORIZONTAL AND VERTICAL SPRINKLERS LABORATORY LISTINGS AND APPROVALS SPRINKLER FINISH K SPRINKLER TYPE NATURAL CHROME POLYESTERI LEAD WAX WAX-OVER-LEAD BRASS PLATED COATED COATED COATED HORIZONTAL SIDEWALL (TY3351) 250 psi(17,2 bar)2 OR 5.6 RECESSED 175 psi(12,1 bar) 112 in. HORIZONTAL SIDEWALL NPT (TY3351) VERTICAL SIDEWALL 175 psi(12,1 bar) (TY3451) Notes: 1. Frame and deflector only 2. The maximum working pressure of 250 psi(17,2 bar)only applies to UL Listing,C-UL Listing and Approval by the City of New York TABLE B SERIES TY-B HORIZONTAL AND VERTICAL SPRINKLERS MAXIMUM WORKING PRESSURE TFP161 Page 6of6 P/N 57 — XXX — X — XXX SIN SPRINKLER TEMPERATURE FINISH I RATING 578 HORIZONTAL SIDEWALL TY3351 1 NATURAL BRASS 135 135°F(57°C) 575 VERTICAL SIDEWALL TY3451 POLY-STAINLESS GREY 155 155°F(68°C) 2 ALUMINUM(RAL9007)1 POLYESTER 175 175°F(79°C) Notes: 3 PURE WHITE(RAL9010)2 93°C°F 1. Available for TY3351 only POLYESTER 200 200 ( ) 2. Eastern Hemisphere sales only 4 SIGNAL WHITE(RAL9003) 3. Available only for 155 T(68°C)or 200 T(93°C)temperature POLYESTER rated sprinklers 286 286°F(141-C) 4. Available only for horizontal sidewall TY3351 for use in Deluge JET BLACK(RAL9005)3 Systems("OPEN'indicates sprinkler assembly without glass 5 POLYESTER 360 360°F(182°C) bulb,button,and sealing assembly) 6 WAX COATED 286°F(141 °C)MAX 000 OPEN4 7 LEAD COATED 8 WAX-OVER-LEAD 286°F(141 °C)MAX 9 CHROME PLATED TABLE C SERIES TY-B HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS PART NUMBER SELECTION Color Sprinkler Part Number Temperature Rating Black 135°F(57°C) 56-065-1-135 Red 155°F(68°C) 56-065-1-155 Yellow 175°F(79°C 56-065-1-175 Blue 200°F(93°C) 56-065-1-286 286°F(141-C) TABLE D SERIES TY-B HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS WAX RETOUCHING STICK PART NUMBER SELECTION Li 1'n ited Sprinkler Assemblies with Wax Sticks NPT Thread Connections (for retouching wrench-damaged Warrant Specify: Series TY-B (specify SIN), wax coating) Y (specify K-factor), (specify Horizontal Specify:(specify color,below)Colored For warranty terms and conditions,visit or Vertical Sidewall) Sprinklers with Coded Wax Stick for retouching www.tyco-fire.com. (specify) temperature rating, (specify) (specify temperature rating) tempera- finish or coating, P/N(Refer to Table C) ture-rated Series TY-B Sprinklers, P/N Ordering Recessed Escutcheon (specify) Specify: Style 10 Recessed Escutch- Note: Each wax stick is suitable for Procedure eon with(specify)finish, P/N(specify*) retouching up to 25 sprinklers. Contact your local distributor for avail- *Refer to Technical Data Sheet TFP770 Note: The wax used for 286°F (141°C) ability.When placing an order, indicate Sprinkler Wrench sprinklers a the same as thefor 200°F(41'C) the full product name and Part Number Specify: W-Type 6 Sprinkler Wrench, sprinklers,and,therefore,the maximum (P/N). P/N 56-000-6-387 sprinkler is limited to the same maximum ceiling temperature as the 200°F(93°C) Specify: W-Type 7 Sprinkler Wrench, sprinkler(i.e., 150°F(66°C]). P/N 56-850-4-001 1400 Pennbrook Parkway,Lansdale,PA 19446 1 Telephone+1-215-362-0700 m 2018 Johnson Controls.All rights reserved.All specifications and other information shown were current as of document revision date and are subject to change without notice. Johnson 1 nson ORO NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registered trademarks of National Fire Protection Association; Controls TEFLON Is a reglstered trademark of DuPont CO® Worldwide www.tyco-fire.com Contacts Series ELO.231 - 11.2 K-factor Upright and Pendent Sprinklers Standard Response, Standard Coverage General ronment. The effects of ambient tem- perature, concentration of chemicals, -` Description and gas/chemical velocity, should be considered, as a minimum, along with r TYCO Series ELO-231 11.2K Stan- the corrosive nature of the chemical to which the sprinklers will be exposed. dard Response, Standard Coverage Upright and Pendent Sprinklers (Ref. An upright intermediate level version ' Figure 1) are automatic sprinklers of of the Series ELO-231 Sprinklers for the fusible solder type. They are stan- in-rack applications can be obtained dard response, spray sprinklers that by utilizing the Series ELO-231 Upright produce a hemispherical water distri- Sprinkler with the WSG-2 Guard & bution pattern below the deflector. Shield, and a pendent intermediate The 11.2 K-factor, ELO-231 Sprinklers level version of the Series ELO-231 were subjected to full scale, high-piled Sprinklers can be obtained by utilizing storage, fire tests to qualify their use the Series ELO-231 Pendent Sprinkler in lieu of 5.6 or 8.0 K-factor standard with the WS-2 Shield. If there is a pos- sibility of the pendent intermediate level high-piled storage. version being exposed to mechanical damage, a G-2 Guard can be added. Higher flow rates can be achieved at much lower pressures with the 11.2 r K-factor, ELO-231 Sprinklers, making their use highly advantageous in high The 11.2 K-factor, Series ELO-231 density applications, such as the pro- Upright and Pendent Sprinklers tection of high-piled storage. described herein must be installed and maintained in compliance with this Technical Wax or lead coatings can be used document, as well as with the applica- to extend the life of the copper alloy We standards of the National Fire Pro- components used in Series ELO-231 tection Association(NFPA),in addition Data sprinklers beyond that which would to the standards of any other authori- otherwise be obtained when exposed ties having jurisdiction.Failure to do so Approvals to corrosive atmospheres. Although may impair the performance of these UL and C-UL Listed wax and lead coated sprinklers have devices. FM Approved passed the standard corrosion tests of NYC Approved the applicable approval agencies, the The owner is responsible for main- taining their fire protection system Refer to Table C for specific details testing is not representative of all pos- on laboratory listings and approvals, sible corrosive atmospheres. Conse- and devices in proper operating con- including corrosion-resistant status. quently,it is recommended that the end dition. Contact the installing contrac- The approvals apply to the service con- user be consulted with respect to the for or product manufacturer with any ditions indicated in the Design Criteria suitability of these corrosion resistant questions. section. coatings for any given corrosive envi- Installation of Series ELO-231 Pendent Finishes Sprinklers in recessed escutcheons will Refer to Table C IMPORTANT void all sprinkler warranties, as well as Refer to Technical Data Sheet possibly void the sprinkler's Approvals Physical Characteristics and/or Listings. Frame ............................Bronze TFP2300 for warnings pertaining to Seal Disc......................... Copper regulatory and health information. Cap..............................Bronze Always refer to Technical Data Sprinkler Strut Assembly..Solder,Bronze Stainless Steel Y Compression Screw.................Bronze Sheet TFP700 for the "INSTALLER Identification Deflector..........................Bronze WARNING" that provides cautions Helper Spring ............... Stainless Steel with respect to handling and instal- Ejector Spring...................... Nickel lation of sprinkler systems and com- 14 umbers S I S Strut Clip................... Stainless Steel ponents. Improper handling and Refer to Table A for sprinkler identifica- Additional Technical Data installation can permanently damage tion numbers. Refer to Table A for additional techni- a sprinkler system or its compo- cal data. nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 6 AUGUST 2018 TFP340 TFP340 Page 2 of 6 1/2"(12,7 mm) Components: NOMINAL MAKE-IN 1 - Frame 1 g3�/4" 2 - Seal Disc - ap 4- Strut 2-13/16" 2 Assembly (71,4 mm) WRENCH THREAD7 5 - Compression TYP. FLATS RELIEF3 Screw 8 6- Deflector* 4� 7 - Helper 9 Spring 1/2" 3/4" 5 8- Ejector NPT NPT Spring 6 9- Strut Clip 7/16"(11,1 mm) � 1/2"(12,7 mm) *Temperature NOMINAL MAKE-IN NOMINAL MAKE-IN rating is UPRIGHT UPRIGHT PENDENT CROSS indicated on TY5811 TY5111 TY5211 SECTION deflector FIGURE 1 SERIES ELO-231 11.2K UPRIGHT-314 IN. NPT(TY5111), UPRIGHT- 1121N. NPT(TY5811),AND PENDENT-314 IN. NPT(TY5211)SPRINKLERS Operation Item Description A fusible alloy is sealed into a bronze TY5111 -Upright-3/4 in.NPT actuating rod (center strut) by a stain- TY5211 -Pendent-3/4 in.NPT less steel ball. When the alloy melts at Sprinkler Identification Number(SIN) TY5811 -Upright-1/2 in.NPT TY5111 is a redesignation for Central SIN C5111. its rated temperature,the ball is forced TY5211 is a redesignation for Central SIN C5211. upward into the center strut, releas- TY5811 is a redesignation for Central SIN C5811. ing the two ejectors and operating the sprinkler. K-factor,(gpm/psi)(Ipm/bar) 11.2 gpm/psi%(161,4 Ipm/bar'/) 165°F(74°C)1 Design Temperature Rating°F(°C)1 212°F(100°C) 286°F(141°C) Criteria Thread Size 3/4 in. NPT or ISO 7-R 3/4 1/2 in. NPT UL and C-UL Listing Requirements Sprinkler Orientation Upright/Pendent TYCO Series ELO-231 11.2K Stan- Maximum Working Pressure,psi(bar) 175 psi(12,1 bar) dard Response, Standard Coverage Upright and Pendent Sprinklers are NOTES to be installed In accordance with 1. Refer to Table C for laboratory listings and approvals. NFPA 13 standard sprinkler posi- TABLE tion and area/density flow calcula- SERIES ELO-231 UPRIGHT AND PENDENT SPRINKLER tion requirements for light, ordinary, TECHNICAL DATA or extra hazard occupancies, as well as high piled storage occupancies, such as solid piled, palletized, rack storage, bin box, and shelf storage including but not limited to Class I-IV and Group A plastics, with a minimum residual (flowing) pressure of 7 psi (0,5 bar)for wet or dry pipe systems. FM Approval Requirements The 11.2 K-factor, Model ELO-231 Sprinklers are to be installed in accor- dance with the applicable control mode density/area guidelines provided by FM Global. Note: FM Approval guidelines may differ from UL and C-UL Listing criteria. TFP340 Page 3of6 Storage Type NFPA FM Global Sprinkler Type Standard Coverage Storage Response Type SR SR System Type Wet Wet 165°F(74°C)1 165°F(74°C)1 Temperature Rating°F(°C)1 212°F(100°C) 212°F(100°C) 286°F(141°C) 286°F(141°C) Open Frame (i.e., no solid shelves) Single, Double, Multiple- Row, or Portable Rack Storage of Class I-IV and Group A or Refer to NFPA 13 Refer to FM 2-0 and 8-9 B Plastics Solid Pile or Palletized Storage of Class I-IV and Group A or Refer to NFPA 13 Refer to FM 2-0 and 8-9 B Plastics Idle Pallet Storage Refer to NFPA 13 Refer to FM 2-0,8-9,and 8-24 Rubber Tire Storage Refer to NFPA 13 Refer to FM 2-0 and 8-3 Roll Paper Storage Refer to NFPA 13 Refer to FM 8-21 (Refer to the Standard) Flammable/Ignitable Liquid Storage Refer to NFPA 30 Refer to FM 7-29 (Refer to the Standard) Aerosol Storage Refer to NFPA 30B Refer to FM 7-31 (Refer to the Standard) Automotive Components in Portable Racks N/A N/A (Control mode only;refer to the Standard) NOTES 1. Refer to Table C for laboratory listings and approvals. N/A—Not Applicable TABLE B SERIES ELO-231 UPRIGHT AND PENDENT SPRINKLERS COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW SPRINKLER TEMPERATURE FRAME SPRINKLER FINISH TYPE RATING COLOR NATURAL CHROME LEAD WAX WAX-OVER-LEAD BRASS PLATED COATED COATED COATED 165°F(74°C) Unpainted UPRIGHT 1,2,3,4 (TY5111 &TY5811) 212°F(100°C) White 1,2,3,4 286°F(141°C) Blue 1,2,3,4 1',2',3',4' 165°F(74°C) Unpainted PENDENT 1,2,4 (TY5211) 212°F(100°C) White 1,2,3,4 286°F(141°C) Blue 1,2,4 1',2',4' NOTES 3. FM Approved 1. ILL Listed 4. Approved by the City of New York(NYC)under MEA 291-04-E 2. C-UI Listed ` Listed/Approved for a maximum ceiling temperature of 150°F(66°C) TABLE C 11.2K SERIES ELO-231 UPRIGHT&PENDENT SPRINKLERS, STANDARD RESPONSE LABORATORY LISTINGS AND APPROVALS TFP340 Page 4of6 "FITTING SIDE" When installing wax-coated sprinklers Care and TOWARDS SPRINKLER with the adjustable wrench, additional FITTING care needs to be exercised to prevent Maintenance damage to the wax coating on the sprinkler wrench flats or frame arms TYCO Series ELO-231 11.2K Standard �\ and, consequently, exposure of bare Response,Standard Coverage Upright metal to the corrosive environment. and Pendent Sprinklers must be main- WRENCH jaws the wrench should be tained and serviced in accordance with WRENCH opened suffficiently wide to pass over this section. RECESS the wrench flats without damaging the (END"A") wax coating. Before wrench-tightening Before closing a fire protection system the sprinkler,the jaws of the wrench are control valve for maintenance work on FIGURE 2 to be adjusted to just contact the sprin- the fire protection system that it con- W-TYPE 3 kler wrench flats. After wrench-tight- trols, permission to shut down the SPRINKLER WRENCH ening the sprinkler, loosen the wrench affected fire protection system must jaws before removing the wrench. be obtained from the proper authorities After installation, the sprinkler and all personnel who may be affected Installation wrench flats and frame arms must by this action must be notified. TYCO Series ELO-231 11.2K Stan- be inspected and the wax coating Sprinklers that are found to be leaking dard Response, Standard Coverage re-touched (repaired) whenever the or exhibiting visible signs of corrosion Upright and Pendent Sprinklers must coating has been damaged and bare must be replaced. be installed in accordance with this metal is exposed. The wax coating on Automatic sprinklers must never be section. the wrench flats can be retouched by painted, plated, coated or otherwise gently applying a heated 1/8 in. diam- altered after leaving the factory. Modi- A leak-tight 3/4 in. NPT sprinkler joint eter steel rod to the areas of wax that fied or over-heated sprinklers must be should be obtained by applying a min- have been damaged, to smooth it replaced. imum-to-maximum torque of 10 to back over areas where bare metal is 20 lb-ft (13,4 to 26,8 N•m). A leak- exposed. Care must be exercised to avoid tight 1/2 in. NPT sprinkler joint should Note:Onlyretouchingofthewaxcoating damage to the sprinklers before, be obtained by applying a minimum- during, and after installation. Sprin- to-maximum torque of 7 to 14 Ib-ft applied to the wrench flats and frame klers damaged by dropping, striking, (9,5 to 19,0 N•m). Higher levels of arms is permitted, and the retouching wrench twist/slippage,or the like,must torque can distort the sprinkler inlet is to be performed only at the time of be replaced. with consequent leakage or impairment the initial sprinkler installation. of the sprinkler. The steel rod should be heated only Frequent visual inspections are rec- to the point at which it can begin t ommended to be initially performed o Do not attempt to make up for insuf- melt and appropriate preca for corrosion resistant sprinklers, after the wax, ficient adjustment in the escutcheon mti elt need b taken, the installation has been completed,to plate by under- or over-tightening the eaen, when handling verify the long term potential integrity sprinkler. Re-adjust the position of the the heated rod, in order to prevent the of the sprinkler coatings. Thereafter, sprinkler fitting to suit. installer from being burned. annual inspections per NFPA 25 should The Series ELO-231 Upright and If attempts to retouch the wax coating suffice; however, instead of inspecting Pendent Sprinklers must be installed with complete coverage are unsuc- from the floor level,a random sampling in accordance with the following cessful,additional wax can be ordered of close-up visual inspections should instructions: in the form of a wax stick (the end of be made,so as to better determine the which is color coded). Only the correct exact sprinkler condition and the long Step 1. Pendent sprinklers are to be color-coded wax is to be used, and term integrity of the corrosion resistant installed in the pendent position, and retouching of wrench flats and frame coating, as it may be affected by the upright sprinklers are to be installed in arms is only permitted at the time corrosive conditions present. the upright position. of initial sprinkler installation. With The owner is responsible for the Step 2. With pipe thread sealant the steel rod heated as previously inspection,testing,and maintenance of applied to the pipe threads, hand described, touch the rod to the area their fire protection system and devices tighten the sprinkler into the sprinkler requiring additional wax with the rod in compliance with this document, as fitting. angled downward, and then touch well as with the applicable standards the wax stick to the rod approximately of the National Fire Protection Associ- Step 3. Tighten the sprinkler into the 112 in. away from the area requiring ation, such as NFPA 25, in addition to sprinkler fitting using only the W-Type retouching. The wax will melt and run 3 Sprinkler Wrench (Ref. Figure 2), down onto the sprinkler. the standards of any other authorities except that an 8 in. or 10 in. adjust- having jurisdiction.Contact the install- able Crescent wrench is to be used wit contractor or product manufacturer for wax coated sprinklers. With refer- with any questions. ence to Figure 1, the W-Type 3 Sprin- It is recommended that automatic kler Wrench or the adjustable wrench, sprinkler systems be inspected,tested, as applicable, is to be applied to the and maintained by a qualified Inspec- wrench flats. tion Service in accordance with local requirements and/or national codes. TFP340 Page 5of6 P/N 50 - XXX - X - XXX SIN SPRINKLER TEMPERATURE FINISH RATING 110 11.2K UPRIGHT(3/4 in. NPT) TY5111 1 NATURAL 165 165°F(74°C) BRASS 112 11.2K PENDENT(3/4 in.NPT) TY5211 6 WAX COATED 212 212°F(100°C) 210 11.2K UPRIGHT(1/2 in.NPT) TY5811 7 LEAD 286 286°F(141°C) COATED 8 WAX-OVER-LEAD COATED 9 CHROME PLATED TABLE D SERIES EL0231 11.2K UPRIGHT AND PENDENT SPRINKLERS, STANDARD RESPONSE PART NUMBER SELECTION Limited Orderin Wax Sticks (for retouching wrench-damaged wax Warranty Procedure coating) Specify: (specify Color) color-coded For warranty terms and conditions,visit Contact your local distributor for avail- Wax Stick for retouching (specify www.tyco-fire.com. ability.When placing an order, indicate temperature rating) temperature- the full product name and part number rated Series ELO-231 Sprinklers, (P/N). P/N (specify): Sprinkler Red for 165°F(74°C) ...........56-065-1-155 Specify: ELO-231 11.2K Standard Blue for 212°F(100°C)and Response(specify Pendent or Upright) 286 F(141°C).................56-065-1-286 Sprinkler, SIN (specify), temperature Note: Each wax stick is suitable for rating (specify), with (specify) finish, retouching up to twenty-five sprinklers. P/N (specify from Table D) The wax used for 286°F (141°C) Sprinkler Wrench sprinklers is the same as for 212°F Specify: W-Type 3 Sprinkler Wrench, (100°C) sprinklers, and, therefore, the Spec P/N if y: -1-001 286°F(141°C)sprinkler is limited to the same maximum ceiling temperature as the 212°F(100°C)sprinkler, such as 150°F(66°C). TFP340 Page 6 of 6 1400 Pennbrook Parkway,Lansdale,PA 19446 1 Telephone+1-215-362-0700 m 2018 Johnson Controls.All rights reserved.All specifications and other information shown were current as of document revision date and are subject to change without notice. Johnson I nson ORO NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registered trademarks of National Fire Protection Association Controls tqCaRre Suppression & Building Products Technical Services 800-381-9312 1+1-401-781-8220 www.tyco-fire.com Series TY-FRB — 2.8, 4.2, 5.6, and 8.0 K-Factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage Corrosion-resistant coatings, where General applicable, are utilized to extend the Descri t/fin life of copper alloy sprinklers beyond p that which would otherwise be obtained The TYCO Series TY-FRB,2.8,4.2,5.6, when exposed to corrosive atmo- and 8.0 K-factor, Upright and Pendent spheres.Although corrosion-resistant Sprinklers described in this data sheet coated sprinklers have passed the are quick response,standard coverage, standard corrosion tests of the appli- decorative 3 mm glass bulb-type spray cable approval agencies,the testing is . sprinklers designed for use in light or not representative of all possible cor- 5 ; ordinary hazard,commercial occupan- rosive atmospheres. Consequently, - cies such as banks, hotels, and shop- it is recommended that the end user ping malls. be consulted with respect to the suit- ability of these coatings for any given The recessed version of the Series TY- corrosive environment. The effects of FRB Pendent Sprinkler,where applica- ambient temperature, concentration of ble, is intended for use in areas with a chemicals, and gas/chemical velocity, finished ceiling.This recessed pendent should be considered, as a minimum, - sprinkler uses one of the following, along with the corrosive nature of the • A two-piece Style 10 (1/2 inch NPT) chemical to which the sprinklers will be exposed. _ or Style 40 (3/4 inch NPT) Recessed ex p .� Escutcheon with 1/2 inch(12,7 mm)of An intermediate level of the Series TY- recessed adjustment or up to 3/4 inch FRB Pendent Sprinklers is detailed - (19,1 mm)of total adjustment from the in Technical Data Sheet TFP356, and flush pendent position,or a Sprinkler Guards are detailed in Tech- • A two-piece Style 20 (1/2 inch NPT) nical Data Sheet TFP780. or Style 30 (3/4 inch NPT) Recessed Escutcheon with 1/4 inch(6,4 mm)of recessed adjustment or up to 1/2 inch The Series TY-FRB Concealed Pendent Model/Sprinkler (12,7 mm)of total adjustment from the Sprinklers described herein must be flush pendent position. installed and maintained in compliance Identification The adjustment provided by the with this document and with the appli- Number (SIN) Recessed Escutcheon reduces the cable standards of the National Fire accuracy to which the fixed pipe drops Protection Association, in addition to to the sprinklers must be cut. the standards of any authorities having TY1131: Upright 2.8K, 1/2-NPT jurisdiction. Failure to do so may impair TY1231: Pendent 2.8K, 1/2-NPT the performance of these devices. TY2131: Upright 4.2K, 1/2-NPT Owners are responsible for maintaining TY2231: Pendent 4.2K, 1/2-NPT their fire protection system and devices TY3131: Upright 5.6K, 1/2-NPT in proper operating condition. The TY3231: Pendent 5.6K, 1/2-NPT IMPORTANT installing contractor or sprinkler manu- TY4131: Upright 8.OK, 3/4-NPT Always refer to Technical Data facturer should be contacted with any TY4231: Pendent 8.OK, 3/4-NPT Sheet TFP700 for the "INSTALLER questions. TY4831: Upright* 8.OK, 1/2-NPT WARNING" that provides cautions TY4931: Pendent* 8.OK, 1/2-NPT with respect to handling and installation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Eastern Hemisphere Sales Only Page 1 of 10 JULY 2010 TFP171 TFP171 Page 2 of 10 7/16"(11,1 mm) ESCUTCHEON STYLE 10 or 20 SSU* NOMINAL PLATE SEATING RECESSED DEFLECTOR MAKE-IN NPT SURFACE ESCUTCHEON 6* \ 5 7/16° 2-1/4" q (11,1 mm) NOMINAL (57,2 mm) 2 MAKE-IN 3 2-3/16" 1-9/16" (55,6 mm) WRENCH (39,7 mm) 1 FLATS 7 1/2" NPT SSP DEFLECTOR* 2-7/8"(73,0 mm)DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT 1 -Frame 3-Sealing 4-Bulb 6-Deflector Assembly 'Temperature rating is indicated on deflector or adjacent to 2-Button 5-Compression 7-Bushing orifice seat on frame. Screw FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY1131)AND PENDENT(TY1231)SPRINKLERS 2.8 K-FACTOR, 112 INCH NPT 7/16"(11,1 mm) ESCUTCHEON STYLE 10 or 20 SSU* NOMINAL PLATE SEATING RECESSED DEFLECTOR MAKE-IN NPT SURFACE ESCUTCHEON 6* 5W2-3/16" 7/16" (11,1 mm) 2-3/16" 4NOMINAL (55,6 mm) MAKE-IN 2 ,6 mm) WRENCH (38,1 mm) 3 FLATS 1 1/2" NPT SSP DEFLECTOR* 2-7/8"(73,0 mm)DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT 1 -Frame 3-Sealing 4-Bulb 6-Deflector Assembly 'Temperature rating is indicated on deflector or adjacent to 2-Button 5-Compression orifice seat on frame. Screw FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY2131)AND PENDENT(TY2231)SPRINKLERS 4.2 K-FACTOR, 112 INCH NPT TFP171 Page 3 of 10 7/16"(11,1 mm) ESCUTCHEON STYLE 10 or20 SSU* NOMINAL PLATE SEATING RECESSED DEFLECTOR MAKE-IN NPT SURFACE ESCUTCHEON 6* 5T2-3/16" 7/16" (11,1 mm) 2-3/16" 4NOMINAL (55,6 mm) MAKE-IN 2 1-1/2" ,6 mm) WRENCH (38,1 mm) 3 FLATS 1 1/2"NPT SSP DEFLECTOR* 2-7/8"(73,0 mm)DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT 1 -Frame 3-Sealing 4-Bulb 6-Deflector Assembly 'Temperature rating is indicated on deflector or adjacent to 2-Button 5-Compression orifice seat on frame. Screw FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY3131)AND PENDENT(TY3231)SPRINKLERS 5.6 K-FACTOR, 112 INCH NPT 112"(12,7 mm) ESCUTCHEON STYLE 30 or 40 SSU* NOMINAL 3/4„ PLATE SEATING RECESSED DEFLECTOR MAKE-IN NPT SURFACE ESCUTCHEON i 6*, 5_ 1/2" (12,7 mm) 2-5/16" 4 NOMINAL (58,7 mm) MAKE-IN (57,2 mm) (39,7 mm) 3 1 �3/4" NPT SSP DEFLECTOR* 2-7/8"(73,0 mm)DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT 1 -Frame 3-Sealing 4-Bulb 6-Deflector Assembly 'Temperature rating is indicated on deflector or adjacent to 2-Button 5-Compression orifice seat on frame. Screw FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY4131)AND PENDENT(TY4231)SPRINKLERS 8.0 K-FACTOR, 314 INCH NPT TFP171 Page 4 of 10 7/16"(11,1 mm) SSU* NOMINAL 1/2" DEFLECTOR MAKE-IN NPT 6* 1, T I _T 57/ (55,6mm) 7/16" (11,1 mm) f 2-1/4" 4NOMINAL (57,2 mm) MAKE-IN 22-3/16" 1-9/16" WRENCH (39,7 mm) 3 FLATS 1 f SSP* Il CROSS 112" NPT DEFLECTOR SECTION UPRIGHT PENDENT 1 -Frame 3-Sealing 4-Bulb 6-Deflector Assembly 'Temperature rating is indicated on deflector or adjacent to 2-Button 5-Compression orifice seat on frame. Screw FIGURE 5 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY4831)AND PENDENT(TY4931)SPRINKLERS 8.0 K-FACTOR, 112 INCH NPT Technical O eration inch (1,6 mm) for the 135°F/57°C and N 3132 inch(2,4 mm)for the 286°F/141°C Data The glass Bulb contains a fluid that temperature ratings. expands when exposed to heat.When Obtain a leak-tight 112 inch NPT sprin- Approvals the rated temperature is reached, the kler joint by applying a minimum to UL and C-UL Listed fluid expands sufficiently to shatter the maximum torque of 7 to 14 ft.lbs. (9,5 FM, LPCB, and NYC Approved glass Bulb, allowing the sprinkler to to 19,0 Nm). Higher levels of torque Refer to Table A and B for complete activate and water to flow. can distort the sprinkler Inlet with con- approval information including sequent leakage or impairment of the corrosion-resistant status. Design sprinkler. Maximum Working Pressure Criteria not attempt to compensate for Refer to Table C. insufficient adjustment in the Escutch- eon Plate by under-or over-tightening Discharge Coefficient The TYCO Series TY-FRB Pendent the sprinkler. Re-adjust the position of K=2.8 GPM/psi1i2 (40,3 LPM/bar1/2) and Upright Sprinklers are intended the sprinkler fitting to suit. K=4.2 GPM/psi1i2 (60,5 LPM/bar1/2) for fire protection systems designed in The Series TY-FRB Pendent and accordance with the standard installa- K=5.6 GPM/psi1i2 (80,6 LPM/bar1/2) tion rules recognized by the applicable Upright Sprinklers must be installed K=8.0 GPM/psi1i2 (115,2 LPM/bar1/2) Listing or Approval agency(such as, UL in accordance with the following Temperature Rating Listing is based on the requirements of instructions. Refer to Table A and B. NFPA 13,and FM Approval is based on 1. Install Pendent sprinklers in the the requirements of FM's Loss Preven- pendent position. Install upright Finishes tion Data Sheets). Only the Style 10, sprinklers in the upright position. Sprinkler: Refer to Table A and B. 20,30,or 40 Recessed Escutcheon,as Recessed Escutcheon: White Coated, applicable, is to be used for recessed 2 With pipe-thread sealant applied to Chrome Plated, or Brass Plated. pendent installations. the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Physical Characteristics Installation 3. Tighten the sprinkler into the sprin- Frame. . . . . . . . . . . . . . . . . . . Bronze kler fitting using only the W-Type 6 Button. . . . . . . . . . . . . .Brass/Copper The TYCO Series TY-FRB Sprinklers Sprinkler Wrench (Figure 14). With Sealing Assembly. . . . . . . . .Beryllium must be installed in accordance with reference to Figures 1 through Nickel w/Teflont the following instructions. 5, apply the W-Type 6 Sprinkler Bulb . . . . . . . . . . . . . . . . . . . . . .Glass Wrench to the sprinkler wrench Compression Screw. . . . . . . . Bronze flats. Deflector. . . . . . . . . . .Copper/Bronze LEM Bushing (K=2.8) . . . . . . . . . . . Bronze Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bub- ble should be present. The diameter t Registered Trademark of Dupont of the air bubble is approximately 1116 TFP171 Page 5 of 10 SPRINKLER FINISH(See Note 5) K BULB LIQUID NATURAL CHROME WHITE*** FACTOR TYPE TEMPERATURE COLOR BRASS PLATED POLYESTER 135°F/57°C Orange PENDENT 155°F/68°C Red (TY1231) and 175°F/79°C Yellow 1,2,3,4 UPRIGHT(TY1131) 200°F/93°C Green 286°F/141°C Blue 135°F/57°C Orange 2,8 RECESSED 1/2"NPT PENDENT 155°F/68°C Red (TY1231)* 175°F/79°C Yellow Figure 6 200°F/93°C Green 135°F/57°C Orange 1 2 4 RECESSED PENDENT 155°F/68°C Red (TY1231)** 175°F/79°C Yellow Figure 7 200°F/93°C Green 135°F/57°C Orange PENDENT 155°F/68°C Red (TY2231) and 175°F/79°C Yellow UPRIGHT(TY2131) 200°F/93°C Green 286°F/141°C Blue 135°F/57°C Orange 4.2 RECESSED 1/2"NPT PENDENT 155°F/68°C Red 1,2 (TY2231)" 175°F/79°C Yellow Figure 8 200°F/93°C Green 135°F/57°C Orange RECESSED PENDENT 155°F/68°C Red (TY2231)** 175°F/79°C Yellow Figure 9 200°F/93°C Green NOTES: 1. Listed by Underwriters Laboratories,Inc.,(UL)as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories,Inc.,for use in Canada(C-UL)as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers. 4. Approved by the City of New York under MEA 354-01-E. 5. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed,the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. Installed with Style 10(1/2"NPT)or Style 40(3/4"NPT)3/4"Total Adjustment Recessed Escutcheon,as applicable. Installed with Style 20(1/2"NPT)or Style 30(3/4"NPT)1/2"Total Adjustment Recessed Escutcheon,as applicable. Frame and Deflector only.Listings and approvals apply to color(Special Order). N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS FOR 2.8 AND 4.2 K-FACTOR SPRINKLERS TFP171 Page 6 of 10 SPRINKLER FINISH(See Note 8) K TYPE TEMPERATURE BULB LIQUID NATURAL CHROME WHITE*** LEAD FACTOR COLOR BRASS PLATED POLYESTER COATED 135°F/57°C Orange PENDENT(TY3231) 155°F/68°C Red and 175°F/79°C Yellow 1,2,3,4,5,6,7 1,2,3,5 UPRIGHT 200°F/93°C Green (TY3131) 286°F/141°C Blue 135°F/57°C Orange RECESSED 155°F/68°C Red 5.6 PENDENT 175°F/79°C Yellow 1,2,4,5 N/A 1/2"NPT (TY3231)* Figure 10 200°F/93°C Green 286°F/141°C Blue 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT 175°F/79°C Yellow 1,2,3,4,5 N/A (TY3231)** Figure 11 200°F/93°C Green 286°F/141°C Blue 135°F/57°C Orange PENDENT(TY4231) 155°F/68°C Red and 175°F/79°C Yellow 1,2,3,4,5,6,7 1,2,5 UPRIGHT 200°F/93°C Green (TY4131) 286°F/141°C Blue 135°F/57°C Orange RECESSED 155°F/68°C Red 8.0 PENDENT 175°F/79°C Yellow 1,2,5 N/A 3/4"NPT (TY4231)* Figure 12 200°F/93°C Green 286°F/141°C Blue 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT 175°F/79°C Yellow 1,2,3,5 N/A (TY4231)** Figure 13 200°F/93°C Green 286°F/141°C Blue 135°F/57°C Orange 8.0 PENDENT 155°F/68°C Red 1/2$NPT (TY4931)and 175°F/79°C Yellow 1,2,4,5,6 1,2,5 UPRIGHT 200°F/93°C Green (TY4831) 286°F/141°C Blue NOTES: 1. Listed by Underwriters Laboratories,Inc.,(UL)as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories,Inc.,for use in Canada(C-UL)as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers. 4. Approved by the Loss Prevention Certification Board(LPCB Ref.No.007k/04)as Quick Response Sprinklers.However,LPCB does not rate the thermal sensitivity of recessed sprinklers. 5. Approved by the City of New York under MEA 354-01-E. 6. VdS Approved(For details,contact Tyco Fire Suppression&Building Products,Enschede,Netherlands,Tel.31-53-428-4444/Fax 31-53-428-3377.) 7. Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06)as Quick Response Sprinklers. 8. Where Polyester Coated and Lead-Coated Sprinklers are noted to be UL and C-UL Listed,the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers.Where Lead-Coated Sprinklers are noted to be FM Approved,the sprinklers are FM Approved as a Corrosion-Resistant Sprinklers. "Installed with Style 10(112"NPT)or Style 40(3/4"NPT)3/4"Total Adjustment Recessed Escutcheon,as applicable. "Installed with Style 20(1/2"NPT)or Style 30(3/4"NPT)1/2"Total Adjustment Recessed Escutcheon,as applicable. Frame and Deflector only. Listings and approvals apply to color(Special Order). N/A:Not Available TABLE B LABORATORY LISTINGS AND APPROVALS FOR 5.6 AND 8.0 K-FACTOR SPRINKLERS TFP171 Page 7 of 10 SPRINKLER FINISH K TYPE NATURAL I CHROME WHITE LEAD FACTOR BRASS PLATED POLYESTER COATED PENDENT(TY1231) and 2.8 UPRIGHT(TY1131) 175 PSI(12,1 BAR) N/A 1/2"NPT RECESSED PENDENT(TY1231) PENDENT(TY2231) and 4.2 UPRIGHT(TY2131) 175 PSI(12,1 BAR) N/A 1/2"NPT RECESSED PENDENT(TY2231) PENDENT(TY3231) 175 PSI and (12,1 BAR) 5.6 UPRIGHT(TY3131) OR 105 PSI (11(12,BAR) 1/2"NPT (SEE NOTE 1) 1 BAR) RECESSED N/A PENDENT(TY3231) PENDENT(TY4231) 175 PSI and UPRIGHT(TY4131) (12,1 BAR) 8.0 175 PSI(12,1 BAR) 3/4"NPT RECESSED N/A PENDENT(TY4231) 8.0 PENDENT(TY4931) 175 PSI 1/2"NPT and 175 PSI(12,1 BAR) (12,1 BAR) UPRIGHT(TY4831) NOTES: 1. The maximum working pressure of 250 psi(17,2 bar)only applies to the Listing by Underwriters Laboratories Inc.(UL);the Listing by Underwriters Laboratories,Inc.for use in Canada(C-UL);and,the Approval by the City of New York. TABLE C MAXIMUM WORKING PRESSURE The Series TY-FRB Recessed Pendent Care and Exercise care to avoid damage to Sprinklers must be installed in accor- sprinklers before, during, and after dance with the following instructions. installation. Never paint, plate, coat, 1. After installing the Style 10, 20, 30, Maintenance or otherwise alter automatic sprinklers or 40 Mounting Plate, as applica- The TYCO Series TY-FRB must be after they leave the factory. ble, over the sprinkler threads and maintained and serviced in accordance Replace sprinklers that: with pipe-thread sealant applied to with the following instructions. . were modified or over-heated. the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. • were damaged by dropping,striking, wrench twisting,wrench slippage,or 2. Tighten the sprinkler into the sprin- Before closing a fire protection system the like. kler fitting using only the W-Type 7 main control valve for maintenance . are leakingor exhibiting visible signs Recessed Sprinkler Wrench (Fig- work on the fire protection system g g ure 15). With reference to Figures 1 of corrosion. � g that it controls, obtain permission to to 4, apply the W-Type 7 Recessed shut down the affected fire protection • were exposed to corrosive products Sprinkler Wrench to the sprinkler systems from the proper authorities of combustion but have not oper- wrench flats. and notify all personnel who may be ated, if you cannot easily remove 3. After ceiling installation and finish- affected by this action. combustion by-products with a cloth. ing, slide on the Style 10, 20, 30, or Absence of the outer piece of an • have a cracked bulb or have lost liq- 40 Closure over the Series TY-FRB escutcheon, which is used to cover uid from the bulb. Refer to the Instal- Sprinkler and push the Closure over a clearance hole, can delay sprinkler lation section in this data sheet. the Mounting Plate until its flange operation in a fire situation. comes in contact with the ceiling. TFP171 Page 8 of 10 2-7/8" DIA. _ 2-7/8" DIA. _ 5/8 1/4" (73,0 mm) 3/4"(19,1 mm) 1/2 1/8" (73,0 mm) 1/2"(12,7 mm) (15,9 6,4 mm) 2-1/4" DIA. 1/4"(6,4 mm) (12,7 3,2 mm) 2-1/4" DIA. 1/4"(6,4 mm) FACE OF (57,2 mm) MOUNTING FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1/8" 1/8" ' (3,2 mm) (3,2 mm) l MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 1-5/16"(33,3 mm) CLOSURE SERIES 1-5/16"(33,3 mm) TY-FRB 13/16"(20,6 mm) TY-FRB 1-1/16"(27,0 mm) FIGURE 6 FIGURE 7 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 112 INCH NPT 2.8 K-FACTOR, 112 INCH NPT 2-7/8" DIA. _ 2-7/8" DIA. 5/8 1/4" (73,0 mm) 3/4"(19,1 mm) 1/2 1/8 (73,0 mm) y 1/2"(12,7 mm) " (15,9 6,4 mm) 2-1/4" DIA. 1/4"(6,4 mm) (12,7 3,2 mm) 2-1/4" DIA. 1/4"(6,4 mm) FACE OF (57,2 mm) MOUNTING FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1/8" 1/8" (3,2 mm) (3,2 mm) I 1 MOUNTING MOUNTING SURFACE SURFACE/ + CLOSURE SERIES 1-1/4"(31,8 mm) CLOSURE SERIES 1-1/4"(31,8 mm) TY-FRB 3/4"(19,1 mm) TY-FRB 1"(25,4 mm) FIGURE 8 FIGURE 9 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 112 INCH NPT 4.2 K-FACTOR, 112 INCH NPT Initial and frequent visual inspections of Responsibility lies with the owner for Care must be exercised to avoid dam- random samples are recommended for the inspection, testing, and mainte- age to the sprinklers -before, during, corrosion-resistant sprinklers to verify nance of their fire protection system and after installation. Sprinklers dam- the integrity of the corrosion-resistant and devices in compliance with this aged by dropping, striking, wrench material of construction. Thereafter, document, as well as with the appli- twist/slippage, or the like, must be annual inspections per NFPA 25 should cable standards of the National Fire replaced. Also, replace any sprinkler suffice. Protection Association (for example, that has a cracked bulb or that has lost Inspections of corrosion-resistant NFPA 25), in addition to the standards liquid from its bulb. (Ref. Installation sprinklers are recommended at close of any other authorities having jurisdic- Section). or range, instead of from the floor level sprinkler Contact the installing contractornkler manufacturer regarding any y Initial and frequent visual inspections of per NFPA. Inspection at close range spri random samples are recommended for can better determine the exact sprin- questions. corrosion-resistant sprinklers to verify kler condition and the long-term integ- Automatic sprinkler systems are rec- the integrity of the corrosion-resistant rity of the corrosion-resistant material, ommended to be inspected, tested, material of construction. Thereafter, which can be affected by the corrosive and maintained by a qualified Inspec- annual inspections per NFPA 25 should conditions present. tion Service in accordance with local suffice. requirements and/or national codes. TFP171 Page 9 of 10 2-7/8" DIA. _ 2-7/8" DIA. _ 5/8 1/4" (73,0 mm) 3/4"(19,1 mm) 1/2 1/8" (73,0 mm) 1/2"(12,7 mm) (15,9 6,4 mm) 2-1/4" DIA. 1/4"(6,4 mm) (12,7 3,2 mm) 2-1/4" DIA. 1/4"(6,4 mm) FACE OF (57,2 mm) MOUNTING FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING / (3,2 mm) (3,2 mm) 1 MOUNTING MOUNTING SURFACE SURFACE /I,/ CLOSURE SERIES 1-1/4"(31,8 mm) CLOSURE SERIES 1-1/4"(31,8 mm) TY-FRB 3/4"(19,1 mm) TY-FRB 1"(25,4 mm) FIGURE 10 FIGURE 11 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 112 INCH NPT 5.6 K-FACTOR, 112 INCH NPT 2-7/8" DIA. _ 2-7/8" DIA. 5/8 1/4" (73,0 mm) 3/4"(19,1 mm) 1/2 1/8" (73,0 mm) 1/2"(12,7 mm) (15,9 6,4 mm) 2-1/4" DIA. 1/4"(6,4 mm) (12,7 3,2 mm) 2-1/4" DIA. 1/4"(6,4 mm) FACE OF (57,2 mm) MOUNTING FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1/8" 1/8" (3,2 mm) (3,2 mm) I 1 MOUNTING MOUNTING71 I SURFACE SURFACE 4 11 CLOSURE SERIES 1-5/16"(33,3 mm) CLOSURE SERIES 1-5/16" (33,3 mm) TY-FRB 13/16"(20,6 mm) TY-FRB 1-1/16" (27,0 mm) FIGURE 12 FIGURE 13 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 314 INCH NPT &0 K-FACTOR, 314 INCH NPT Inspections of corrosion-resistant sprinklers are recommended at close WRENCH range, instead of from the floor level RECESS per NFPA. Inspection at close range / WRENCH RECESS can better determine the exact sprin- (END"A" USED FOR kler condition and the long-term integ- 1/2" NPT MODELS) rity of the corrosion-resistant material, which can be affected by the corrosive conditions present. WRENCH RECESS (END"B" USED FOR 3/4" NPT MODELS) PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH FIGURE 14 SPRINKLER WRENCHING AREA W-TYPE 6 SPRINKLER FIGURE 15 WRENCH W-TYPE 7 RECESSED SPRINKLER WRENCH TFP171 Page 10 of 10 P/N 57 - XXX - X - XXX MODEL/SIN SPRINKLER TEMPERATURE FINISH RATINGS 330 2.8K UPRIGHT(1/2"NPT) TY1131 1 NATURAL BRASS 135 135°F(57°C) 331 2.8K PENDENT(1/2"NPT) TY1231 4 WHITE POLYESTER 155 155°F(68°C) 340 4.2K UPRIGHT(1/2"NPT) TY2131 3 WHITE(RAL9010)" 175 175°F(79°C) 341 4.2K PENDENT(1/2"NPT) TY2231 9 CHROME PLATED 200 200°F(93°C) 370 5.6K UPRIGHT(1/2"NPT) TY3131 7 LEAD COATED 286 286°F(141°C) 371 5.61K PENDENT(1/2"NPT) TY3231 390 8.OK UPRIGHT(3/4"NPT) TY4131 391 8.OK PENDENT(3/4"NPT) TY4231 360 8.OK UPRIGHT(1/2"NPT) TY4831' Eastern Hemisphere sales only. 361 8.OK PENDENT(1/2"NPT) TY4931` TABLE D PART NUMBER SELECTION SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS responsible for sprinkler system design Limited ordering errors or inaccurate or incomplete infor- Warrant r supplied by Buyer or Buyer's procedure Y representatives. Products manufactured by Tyco Fire In no event shall TFSBP be liable, in Contact your local distributor for Suppression & Building Products contract, tort, strict liability or under availability. When placing an order, (TFSBP) are warranted solely to the any other legal theory, for incidental, indicate the full product name and Part original Buyer for ten(10)years against indirect,special or consequential dam- Number(P/N). defects in material and workmanship ages, including but not limited to labor when paid for and properly installed charges, regardless of whether TFSBP Sprinkler Assemblies with NPT and maintained under normal use and was informed about the possibility of Thread Connections service. This warranty will expire ten such damages, and in no event shall Specify: (Specify Model/SIN), Quick (10) years from date of shipment by TFSBP's liability exceed an amount Response, (specify K-factor), (specify TFSBP. No warranty is given for prod- equal to the sales price. temperature rating), Series TY-FRB ucts or components manufactured by s ecif Pendent or Upright) Sprinkler companies not affiliated by ownership The foregoing warranty is made in lieu (specify with TFSBP or for products and com- of any and all other warranties,express with (specify type of finish or coating), ponents which have been subject to or implied, including warranties of mer- P/N (specify from Table D). misuse, improper installation, corro- chantability and fitness for a particular Recessed Escutcheon: sion, or which have not been installed, purpose. Specify: Style (10, 20, 30, or 40) maintained, modified or repaired in This limited warranty sets forth the Recessed Escutcheon with (specify") accordance with applicable Standards exclusive remedy for claims based on finish, P/N (specify'). of the National Fire Protection Associa- failure of or defect in products, materi- tion, and/or the standards of any other als or components,whether the claim is Sprinkler Wrench Authorities Having Jurisdiction. Mate- made in contract,tort, strict liability or Specify: W-Type 6 Sprinkler Wrench, rials found by TFSBP to be defective any other legal theory. P/N 56-000-6-387. shall be either repaired or replaced, at TFSBP's sole option. TFSBP neither This warranty will apply to the full Specify: W-Type 7 Sprinkler Wrench, assumes, nor authorizes any person extent permitted by law.The invalidity, P/N 56-850-4-001. to assume for it, any other obligation in in whole or part, of any portion of this Refer to Technical Data Sheet TFP770. connection with the sale of products or warranty will not affect the remainder. parts of products.TFSBP shall not be Copyright©2007-2010 Tyco Fire Suppression&Building Products.All rights reserved. CP� POTTER BELLS The Symbol of Protection 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 Notes: signaling devices. They have low power consumption and high decibel 1. Minimum dB ratings are calculated from integrated sound pressure ratings.The unit mounts on a standard 4"(101mm)square electrical box measurements made at Underwriters Laboratories as specified in UL for indoor use or on a model BBK-1 weatherproof backbox or BBX-1 Standard 464. UL temperature range is-30'to 150°F(-341 to 661C). deep weatherproof backbox for outdoor applications. Weatherproof 2. Typical dB ratings are calculated from measurements made with a backbox model BBK-1,Stock No. 1500001. conventional sound level meter and are indicative of output levels in an actual installation. 3. ULC only applies to MBA DC bells. Size inches Voltage Model Stock Current Typical dB at Minimum dB at (mm) Number Number (Max.) 10 ft.(3m)(2) 10 ft.(3m)(1) 6(150) 12VDC MBA126 1750070 .12A 85 76 8(200) 12VDC MBA128 1750080 .12A 90 77 10(250) 12VDC MBA1210 1750060 .12A 92 78 6(150) 24VDC MBA246 1750100 .06A 87 77 8(200) 24VDC MBA248 1750110 .06A 91 79 10(250) 24VDC MBA2410 1750090 .06A 94 80 6(150) 24VAC PBA246 1806024* .17A 91 78 8(200) 24VAC PBA248 1808024* .17A 94 77 10(250) 24VAC PBA2410 1810024* .17A 94 78 6(150) 120VAC PBA1206 1806120* .05A 92 83 8(200) 120VAC PBA1208 1808120* .05A 99 84 10(250) 120VAC PBA12010 1810120* .05A 99 86 All DC bells are polarized and have built-in transient protection. *Does not have ULC listing. A WA R N I N G 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•2081 Craig Road,St.Louis,MO,63146-4161•Phone:800-325-3936/Canada 888-882-1833•www.pottersignal.com PRINTED IN USA MFG.#5400776-REV Y PAGE 1 OF 2 5/08 (E) POTTER BELLS ® The Symbol of Protection PBA-AC & MBA-DC Bells Dimensions Inches(mm) Wiring(rear view) Fig. 1 Fig.3 A.C.BELLS 10" WHITE(RN) WHITE(OUT) 8" FROM CONTRO (200) L 6" i � PANEL OR (150) PRECEDING BELL � BLACK(E__ (IN) CBLACK �OT CAUTION: 2 11/16" WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. (68) DWG#776-1 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. DWGtt 7763 Weatherproof Backbox Dimensions Inches(mm) Fig.2 FACP Box has one threaded 1/2"conduit entrance 0 � 3/4" � — 3(3/8" (1" To Next Device or End-of-Line Resistor 3 3/8" 1 5/8, (86) (41) 4 1/4" (108) Installation DWG#776-2 1. The bell shall be installed in accordance with NFPA 13,72,or local AHJ.The top of the device shall be no less than 90"AFF and not less than 6"below the ceiling. O 2. Remove the gong. o 3. Connect wiring(see Fig.3). 0 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). o `S�l 6. Test all bells for proper operation and observe that they can BBx-1 be heard where required(bells must be heard in all areas as designated by the authority having jurisdiction). AWARNING Failure to install striker down will prevent bell from operating. PRINTED IN USA MFG.#5400776-REV Y PAGE 2 OF 2 5/08 Spare Sprinkler Head Storage Cabinet 111S1S7r-_1L FPPI° Description Fire Protection Products, Inc. Spare Sprinkler Head Cabinets are designed to allow for spare sprinkler head storage as required by NFPA guidelines. The Spare Sprinkler Head Cabinets are available in six configurations. Three head, six head, six head ESFR, twelve head, twenty-four head and thirty-six head. All six styles are manufactured with "knockouts"to accommodate the most common size sprinklers. The shelf is located to allow for the storage of a typical sprinkler head wrench. Each cabinet is finished with a red enamel finish. Each spare head cabinet comes with a hinged door which remains closed to protect the spare sprinklers from the elements and features two holes on the back panel to allow for attachment to most surfaces utilizing the appropriate fasteners. Not intended for exposed or harsh environments. Installation Specifications Select the correct Spare Sprinkler Head Cabinet in accordance with the Material: Automatic Sprinkler Systems Handbook. As per the 1989 Edition the correct Painted Plain Steel number of spare sprinkler is as follows: Finish: 0-300 sprinklers, not less than 6; 300-1000, not less than 12; 1000 or more, Red enamel not less than 24. Stock of spare sprinklers shall include all types and ratings Styles: installed.* 3 Spare sprinklers, '/2 or 3/4 6 Spare sprinklers, '/2 or 3/4 6 Spare, ESFR, 1/2, 3/4 or 1" Once the correct Spare Sprinkler Head Cabinet has been selected, installation 12 Spare sprinklers'/2 or 3/ is accomplished by inserting the correct fastener in each of the two holes inside 24 Spare sprinklers the cabinet, securing the cabinet securely to the wall. The insert the correct 36 Spare sprinklers number and type of sprinklers in accordance with the "handbook". *Final determination is subject to approval by the AHJ. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL+1 760 599-1168 +1 800 344-1822 FAX+1 800 344-3775 ©2012 Fire Protection Products,Inc. TT AT AT U Schedule • and Schedule 40 FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer Bull Moose Tube's Sch. 10 and Sch. 40 pipes are of quality pipe products. Our Schedule 10 and made to ASTM A135 and ASTM A795. These Schedule 40 are FM Approved and UL Listed (for U.S. products are typically supplied with our protective and Canada), even though these products do not coating but can be supplied without the coating so require separate approvals and listings. Bull Moose they can be hot-dip galvanized to meet FM Tube made the decision to have them approved and requirements for use in dry systems in accordance listed for your peace of mind. Our Sch. 10 and Sch. 40 with the zinc coating specifications of ASTM A795 or have been through the same rigorous testing as our ASTM A53. All Schedule 10 and Schedule 40 pipe other fine pipe products. has a pressure rating of 300 PSI. Schedule 10 Pipe Nominal .- Size (in) Nominal O.D. 1 1.315 1.097 1.41 Ibs/ft 91 1 1/4 1.660 1.442 1.81 Ibs/ft 61 1 1/2 1.900 1.682 2.09 Ibs/ft 61 2 2.375 2.157 2.64 Ibs/ft 37 2 1/2 2.875 2.635 3.53 Ibs/ft 30 3 3.500 3.260 4.34 Ibs/ft 19 4 4.500 4.260 5.62 Ibs/ft 19 Schedule 40 Pipe 116� Nominal Pipe Size (in) Nominal O.D. (in) 1 1.315 1.049 1.68 Ibs/ft 70 1 1/4 1.660 1.380 2.27 Ibs/ft 51 1 1/2 1.900 1.610 2.72 Ibs/ft 44 2 2.375 2.067 3.66 Ibs/ft 30 2 1/2 2.875 2.468 5.80 Ibs/ft 30 3 3.500 3.068 7.58 Ibs/ft 19 4 4.500 4.026 10.80 Ibs/ft 19 PIPE PREPARATION For proper operation,all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket,pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint,scale,dirt,chips,grease,and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly,causing leakage. Also,check the manufacturer's instructions for the specific fitting used. QiIZChe Clarkson Road For additional information, C �L us Lji,�Chesterfield, MO 63017 contact your salesperson (800)325-4467 today at(800)325-4467 or usrEo BULL MOOSE TUBE COMPANY FAX:(636)537-2645 (636)537-2600 in the USA, www.bullmoosetube.com or from Canada F M A CRPR 0 company e-mail: saleskbullmoosetube.com call(800)882-4666 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 incurring obligation. 12/09 BULL MOOSE® EDDY FLOW SPRINKLER PIPE SUBMITTAL DATA SHEET TUBE APPROVALS AND SPECIFICATIONS FINISHES AND COATINGS • ASTM A135,Grade A Eddy Flow Sprinkler Pipe receives an OD mill coating of water-based • ASTM A795,Type E, Grade A paint which has corrosion protection expected with a painted carbon • Pressure rated to 300 psi steel product, i.e. it would be expected to resist corrosion for an • Underwriters Laboratories— extended and indefinite period in a clean and dry environment and, United States of America as environmental conditions deteriorate,the corrosion protection • Underwriters Laboratories—Canada would also diminish. • Factory Mutual • Eddy Flow Sprinkler Pipe (black) receives an ID mill coating of Eddy • NFPA-13 Guard II MIC preventative coating. EG2 has been tested at • NFPA-13R independent laboratories to resist bacterial growth and maintain • NFPA-14 minimal bacterial count after multiple flushes (25) of the pipe. • CIVIL DEFENSE APPROVAL— • Eddy Flow Sprinkler Pipe when Hot Dip Galvanized by ASTM A123 United Arab Emirates and supplied by Bull Moose Tube is UL listed and FM approved. • Made in the United States of America PRODUCT IDENTIFICATION • UL, ULC&FM listed for roll-groove, plain-end and welded joints for wet, dry, Every length of BUII Moose fire sprinkler pipe features large, easy-to- preaction and deluge sprinkler systems. read, continuous stenciling, clearly identifying the manufacturer,type • LEED v4 Certified of pipe,size,and length. mom 1.660 1.900 2.375 2.875 3.500 4.500 1.530 1.728 2.203 2.705 3.334 4.310 7 JEMPtVWe'11gJnT(10F1.222 1.844 2.330 2.809 3.361 4.968 Water Filled Weight(lb/ft) 2.019 2.860 3.982 5.299 7,144 11.290 C.R.R.* 1.98 3.44 2.78 1.66 1.00 1.00 Pieces per Lift 61 61 37 30 19 19 *Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category VIZY UL C ul FM r..�ornr SUBMITTAL INFORMATION Project Contractor Engineer Specification Reference Date System Type Locations Comments O Eddy Flow-Black Eddy Flow-Hot Dip Galvanized BULLT/[OOSETUBE. - 00 00 t t tllll &64mmys 20184019 � + Product Catalog Ap TABLE OF CONTENTS Sammys°for Wood .......................................................................................................................... 4 Sidewinder°for Wood....................................................................................................................... 5 Sammys Swivel Head" for Wood......................................................................................................5 Sammys°for Steel............................................................................................................................ 6 Sidewinder"for Steel........................................................................................................................ 7 Sammys Swivel Head'm for Steel....................................................................................................... 7 SammyX-PressO............................................................................................................................... 8 SammyX-Press SidewinderTM............................................................................................................ 8 SammyX-Press Swivel'm................................................................................................................... 9 Sammy X-Press It° Installation Tool ..................................................................................................9 Sammys°for Concrete................................................................................................................... 10 Sidewinder"for Concrete ................................................................................................................ 10 Sammys Swivel HeadT11 for Concrete................................................................................................11 Concrete/Wood Installation Kit........................................................................................................ 11 SammysToggleTM............................................................................................................................ 12 Dektite° Pipe Flashing..................................................................................................................... 12 Sammys X-Press° Pole Tool Kit...................................................................................................... 13 SammysPole ToolTM......................................................................................................................... 13 Approvalsand Listings.................................................................................................................... 14 SpecialNotes .................................................................................................................................. 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. INSTALLATION • • ' WOOD & STEEL INSTAILAnONS1FP INTO WOOD&STEEL- INSTALLAnONS WOOD&STEEL. 1.Insert the appropriate nut driver into a 3/8"or 1/2"portable drill. 1.Insert the appropriate nut driver into a 3/8"or 1/2"portable drill. 2.Insert the SAMWS®into the#14(black)nut driver(p/n 8113910).Dell 2.Insert the SAMv1YS into the#14SW(red)nut driver(p/n 8114910).With drill should be in a vertical position. unit in a horizontal position and at a right angle to the structural member, begun installation. 3.Push the face ofthe nut driver tight to the member.Begun installation when the nut driver spins freely on the SAMIIYS,stop dull and remove. 3.When the nut driver spins freely on the SANMYS,stop the drill and remove. 4.The SANMYS is nowreadyto receive 1/4",3/8",1/2"or metric all thread rod,bolt stock('Ihe 1/2"requires the#14SW red nut driver) 4.The unit is nowready to receive 1/4",3/8,M10,NE or metric all thread rod or bolt stock Note:When installing DSTR,fbllowthe above instructions,then add retainer nut and torque to 20 inch lbs.for maaa<n umpullout in purlin steel Note:When installing SWDR,followthe above instructions,then add retainer nut and torque to 20 inch lbs.for maximum pullout in purlin steel INSTALLATIONL —i Alp" 4% 711 • FOR CONCRETE kNSDnATION STEPS- INTO CONCRETE: INSTALL Anm STEP •� r• i, l INTO CONCRETE: 1.Using an SIDS 250 carbide tip bit or a BEXRECEIVER with a #250 1.Using an SDS 250 carbide tip bit or a BEXRECER ER with a #250 carbide tip bit,pre-da the concrete member to a depth of2"with a carbide tip bit,pre-dull the concrete member to a depth oft"with a hammer/ hammer/rotary hammer drill set on impact mode. rotary hammer drill set on impact mode. 2.After pre-drilling has been completed,install the SLEEVE TOOLover 2.After pre-dulling has been completed,install the SLEEVE TOOL the bit(the bit should remain in the drill),and insert the#14(black) over the bit(the bit should remain in the drill),and insert the#14S W(red) nut driver(p/n 8113910)into the opposite end(see Vertical Installation nut driver(p/n 8114910)into the opposite end. note above). 3.Insert the SW screw into the nut driver. 3.Insert the CST screw into the nut driver. 4.Place tip of screw into the pre-drilled hole,turn impact/drill unit to 4.Place tip ofscrew into the pre-drilled hole,turn impact/dril unit to dell dell rode and begin insertion.When the nut driver spins free on the mode and begin insertion.When the nut driver spins freely on the SW screw,installation is complete.Stop and remove dn1L CST screw,installation is complete.Stop and remove dull 5.The SW screwis ready to receive 1/4",3/8"or metric all thread rod 5.The concrete screw is ready to receive 1/4'3/8';1/2",or metric all or bolt stock thread rod or bolt stock(#14SWred nut driver used with 1/2"screw) Note:Use a 1200 maximum RPMdrill for installation. Note:Use a 1200 maxiunnn RPMdnll for installation. Note:Do not install concrete screws Abi1c the dull unit is in impact mode— Note:Do not install concrete screws whale the drill unit is in impact mode— doing so will destroy the pullout factor ofthe fastener. doing so will destroy the pullout factor of the screw. SPECIAL NUrDRAER SYSTEM The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time.When the face of the driver comes into contact with the material you are installing into,continue drilling until nut driver spins free.Installation is then complete.Warranty requires the use of the appropriate nut driver for installations. 3 To find a distributor near you,call 800-848-5611 SAMMYS° FOR WOOD SAMMYS' FOR WOOD - Vertical Application Application Product Features Not less than Wood Flooring No pre-drilling required. 2"nominal width P 9 •Quick to install using the Sammy Not less than Nut Driver with an 18V cordless 3"nominal drill. thickness(2-1/2") (depth or side Wood Joist of vertical member) _ _ _ •Saves time from traditional methods. Double Sheetrock Ceiling •Reduces installation costs. Assembled in the U.S.A. Composite/Truss Consult truss manufacturer for recommended installation point. Tre-drilling may he required f3r GST 1`1 r. -- View our installation videos! OYOUT& Box Case size Number • Qty Qty vERTicALwuNr 1/4" 8002957 GST 100 1/4 x 1" 210 (7/16"OSB) 25 125 670 (3/4"Ply) 1/4" 8003957 GST 200 1/4 x 2" 1760 (Fir) 25 125 L 3/8" 8007957 GST 10 1/4 x 1" 210 (7/16"OSB) 300 25 125 670 (3/4"Ply) O 3/8" 8008957 GST 20 1/4 x 2" 1760 (Fir) 850 1475 25 125 #14 Black NL 3/8" 8068925 GST 20-SS 1/4 x 2" 1760 (Fir) 850 25 125 Nut Driver v 3/8" 8009925 GST 25-380 3/8 x 2-1/2" 2113 (Fir) 1500 25 125 Part#8113910 3/8" 8010957 GST 30 1/4 x 3" 2060 (Fir) 1500 1475 25 125 _ 1/2" 8013925 GST 2 1/4 x 2" 1760 (Fir) 25 125 1/2" 8015925 GST 3 1/4 x 3" 2275 (Fir) 25 125 #14 SW Red Nut Driver Part#8114910 is �Compl M ASSEMBLED U.S.A. SPECIALNUI 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. O SIDEWINDERI FOR WOOD -Horizontal Application Apptication Product Features Not less than 2"nominal width •No pre-drilling required. (1-1/2")up to 3-1/2"pipe;not less than 3"(2-1/2")nominal width 4"&5"pipe I •Quick to install using the Sammy Floor Joist Nut Driver with an 18V cordless Minimum 2-1/2"from bottom for drill/driver. branch lines.Minimum 3"from bot- tom for main lines.Exception:This •Saves time from traditional requirement shall not apply to 2"or methods. thicker nailing strips resting on top of steel beams. •Reduces installation costs. •Assembled in the U.S.A. :r View our installation videos! OYONTW* Size ',kirnber s criptions Shear Obs) Load abs)Rod Part Screw Uthriate LLTest Box Case HORIZONrALNDUNT 3/8" 8020957 SWG 10 1/4 x 1" 622 (Fir) 300 25 125 Q• 3/8" 8021957 SWG 20 1/4 x 2" 1725 (Fir) 1050 25 125 Q. 3/8" 8022925 SWG 25-380 3/8 x 2-1/2" 2249 (Fir) 1500 25 125 + 3/8"* 8023925 SWG 30 1/4 x 3" 1884 (Fir) 25 125 #14 SW Red Nut Driver Part#8114910 SAMMYS SWIVEL HEAD Tm • - WOOD Swivel Application Application Product Features a100°.,r,.i0•', •Eliminates distortion of threaded rod. -Accommodates up to 3%"x 12 pitch roof. •Allows 17°deflection from vertical. ■r,r •Saves time from traditional methods. •Reduces installation costs. rr•w us•rac w Assembled in the U.S.A. • ascriptionsSize Number Qty Qty #14 Black SVdWLNDuNr Nut Driver 3/8" 8139957 SH-GST 20 1/4 x 2" 1257(Fir) 1050 1475 25 125 Part#811391T 1903 Dim.Lumber3/8"* 8269957 SH-GST/CST 20 5/16 x 1-3/4" 1406 @ 45°off vertical 1500850 @ 45° 25 125 May require pre-drilling;consult joist manufacturer. Dim.Lumber #14 SH Orange ••will not swivel until installed with black nut driver. • Nut Driver Part#8273910 • To find.distributor near y• 800-848-5611 SAMMYS® FOR STEEL SAMMYS' FOR STEEL - Vertical Application ApplicationProduct Features •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. II •Quick to install using the Sammys Nut Mtn 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. •Assembled in the U.S.A. PE' QR� tt1 View our L� installation videos! OYOUT& Approvals Rod Part lvbdel Screw Ultimate LJLTest FMTest Nin Nhx Box Case Size Number Descriptions Pullout(lbs) Load Ohs) Load Obs) 'Mick Thick Qty Qty —TIERTrAL NDuNrA 1/4" 8024957 DSTR 100* 1/4-20 x 1"TEKS 3 1510 (20 ga.) .036"-20 ga 3/16" 25 125 1/4" 8025957 DST 100 1/4-14 x V TEKS 3 446 (20 ga.) .036"-20 ga 3/16" 25 125 1/4" 8026957 DST 150 1/4-14 x 1-1/2"TEKS 3 970 (16 ga.) .036"-20 ga 3/16" 25 125 _ 1/4" 8027957 DST 200 1/4-14 x 2"TEKS 3 446 (20 ga.) .036"-20 ga 3/16" 25 125 3/8" 8038957 DSTR 1* 1/4-20 x 1"TEKS 3 1510 (20 ga.) 1500 1475 .036"-20 ga 3/16" 25 125 0 3/8" 8037957 DSTR 1-1/2* 12-24 x 1-112"TEKS 5 1510 (3/16") 1500 1475 .060"-16 ga. 1/2" 25 125 �} 3/8" 8039957 DSTR 516* 5/16-18 x 1-1/4"TEKS 3 2200 (20 ga.) 1500 1475 .036"-20 ga 3/16" 25 125 3/8" 8040957 DST 10 1/4-14 x 1"TEKS 3 446 (20 ga.) .036"-20 ga 3/16" 25 125 i 0 970 (16 ga.) 3/8" 8041957 DST 15 1/4-14 x 1-1/2"TEKS 3 446 (20 ga.) .036"-20 ga 3/16" 25 125 970 (16 ga.) 3/8" 8044957 DST 30 1/4-14 x 3"TEKS 3 446 (20 ga.) .036"-20 ga 3/16" 25 125 970 (16 ga.) #14 Black 3/8" 8045957 DST 516 5/16-18 x 1-114"TEKS 3 1500 (3/16") 1500 1475 .125"-1/8" 3/16" 25 125 Nut Driver Y 0 3/8" 8046957 TEK 50 12-24 x 1-1/2"TEKS 5 3125 (3/16") 1500 1475 .250"-1/4" 1/2" 25 125 Part#8113910 446 (20 ga.) •� 1/2" 8031925 DST 2.0 1/4-14 x 2"TEKS 3 970 (16 ga.) 188"-3116" 114" 25 125 1/2" 8036925 TEK 5.0 12-24 x 1-1/2"TEKS 5 3125 (3/16") .188"-3/16" 1/2" 25 125 *Includes retaining nut #14 SW Red Nut Driver Part#8114910 4P oHS ASSEMBLED U.S.A. V SPECALNLJr 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. o�ffffTo' SIDEWINDERI FOR STEEL -Horizontal Application Application Product Features • •Made with Teks®self-drilling fasteners-no pre-drilling required. •Installs into steel range from 20 gauge—1/2"thicknesses. ppDi',� `r, •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. J •Reduces installation costs. W •Quick to install using the Sammys Nut Driver with an View our W 18V cordless drill/driver. installation videos! •Asembled in the U.S.A. 0 Youbbe CO) Approvals Rod Pail TYbdel Screw Utirnate ULTest FMTest Nil, Nkx Box Case Size Numbei • Qty Qty HORIZONEALNDUNT 3/8" 8050957 SWD 10 1/4-14 x 1"TEKS 3 1477 (16 ga.) .060"-16 ga 3/16" 25 125 v 3/8" 8052957 SWD 20 1/4-14 x 2"TEKS 3 1477 (16 ga.) .060"-16 ga 3/16" 25 125 3/8" 8055957 SWDR 1* 1/4-20 x 1"TEKS 3 1900 (20 ga.) 1500 1475 .036"-20 ga 3116" 25 125 3/8" 8054957 SWDR 1-1/2* 12-24 x 1-1/2"TEKS 5 2375 (3/16") 1500 1475 .188"-3/16" 1/2" 25 125 3/8" 8056957 SWDR 516* 5/16-18 x 1-1/4"TEKS 3 2480 (20 ga.) 1500 1475 .036"-20 ga 3/16" 25 125 *Includes retaining nut #14 SW Red Nut Driver Part#8114910 SAMMYS SWIVEL HEAD Tm • ' STEEL Application Apphcation Product • r- •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. t •Asembled in the U.S.A. View our installation videos! OYouTube • • Approvals Rod Part Nbdel Screw Utinnate LLTest FMTest Nln Nbx Box Case Size Nuanber • Qty Qty #14r Black e 0 " * 1/ X 1" TEKS 3 Nut 3/8 8137957 SH-DSTR 1 Driver TEK 3220(3/16") 1500 1475 .035" 3/16" 25 125 Nut Part#8113910 2368(1/2"steel Vertical) 3/8" 8268957 SH-TEK 50 12-24 x 1-5/8" 1306(45°off Vertical) 1500(Vertical) 4" 3/16" 1/2" 25 125 TEKS 5 2281(3/16"HISS) 850(45°off Vertical) 2-1/2" 1585(3/16"HISS 45°off Vertical) Toes not comply with ROHS mquuements/Includes mtaro g nut #14 SH Orange • Nut Driver • Part#8273910 • • SA MMY X-PRESS® Installs into Nbtal Deck Purim, or Tubular Steel SAMMYX-PRESSOApplication ApplicationProduct •The SammyXPress expands to provide •Less jobsite material needed. direct vertical attachment in: (XP) - light gauge steel deck or purlin •No retaining nut required. (22 ga.-1/8"). •Provides design flexibility. •Installs in seconds with Sammy X-Press It'Tool, saving time&installation costs. •Assembledin the U.S.A. •Use in applications where access to the back of View our the installed fastener is prohibited.is.metal roof installation videos! deck,tubular steel,or vapor barrier fabric. Oyeduk Approvals 11Part Wdel ascription Utimate LJL Test ULMn FMTest FMMn NhxBox Case Application PulloutSize Nurriber ..1 1.1 Qty Qty NERTI=T,•IUNT Sammy 1/4" 8181922 XP 200 X-P ess 200 1146(22 ga) 250(Luminaire) .056" .125" 25 125 Metal Deck ■ 850(2%"Pipe) .027" 940 (2"Pipe) .029" 3/8" 8150922 XP 20 Sammy 1146(22 ga) 185(Luminaire) •027" 1475(4"Pipe) .104" .125" 25 125 Metal Deck X-Press 20 250(Luminaire) .056" 283(Conduit&Cable) .029" 1500(4"Pipe) .060" 3/8" 8153922 XP 35 X Pr-Press 35 mmy 1783(16 ga) 185(Luminaire) .029"250(Luminaire) .056" 4775((4"PIpe pe) .1104" 125" 25 125 Purlin 416(Conduit&Cable) .059" Pre-Pour Structural Concrete@ 3000 psi Metal Deck 3/8" 8150922 XP 20 Sammy 1146(22 ga) 850(2%Pipe) 25 125 (Pre-Pour) X-Press 20 Post-Pour Range II LWC<_35 PCF(Ibs/ft') Metal Deck i (Post-Pour) Pre-Pour Structural Concrete @ 3000 psi Post-Pour Range II LWC<_35 PCF(Ibs/ft') SAMMYX-PRESS SIDEWINDER TM Horizontal Application Application Product •The Sammy YPres s Sidewinder expands to •Less jobsite material needed. provide horizontal attachment in: ' -16 ga-3/16"steel-purlin,tubular steel. •No retaining nut required. •Installs in seconds with Sammy X-Press It®Tool, •Provides design flexibility. saving time&installation costs. -Assembled in U.S.A.of •Use in applications where access to the back of Canadian Steel the installed fastener is prohibited;ie.metal roof View our deck,tubular steel,or vapor barrier fabric. installation videos! O Youbbe Approvals 11 Nhx Box Case Application size Nurriber Shear Ohs) Load Ohs) Thick 1.• Qty Qty A is y 1250(V?Pipe)Sidewinder Metal Deck 3/8" 8293957 SWXP 35 X-Press 35 1798(16 ga) 80 (Luminaire) .059" .125" 25 125 purlin 416(Conduit&Cable) ASSEMB` � — SAMMYX-PRESSApplication Application Product Features •The Sammy XPress Swivel allows you •Less jobsite material needed. to hang plumb in extreme roof pitches: 89*in z-purlin •No retaining nut required. 45'in metal deck for 12/12 pitch •Provides design flexibility. v�RE n�� •Installs in seconds with Sammy X-Press It®Tool, Ell L•G saving time&installation costs. •Assembled in the U.S.A. OR (� •Use in applications where access to the back of View our the installed fastener is prohibited.ie.metal roof installation videos! deck,tubular steel,or vapor barrier fabric. aYOINT& Approvals Rod Part rvbdel ascription Utimate LLTest UL N4n FMTest FMMn Nhx Box Case Application Size Number Pullout Ohs) Load Obs) Thick Load Obs) Thick Thick Qty Qty ■.Y.�lVi:lw��•DLIi 750(2"Pipe) Swivel 1061(22 ga Vert) 170 Vertical(Luminaire) Metal Deck/ 3/8" 8294922 SXP 20 80 @ 45°(Luminaire) .029" 635(2"Pipe) .029" .125" 25 125 X-Press 20 829(45°Off Vert) 283 Vertical(Conduit&Cable) Pudin 11J 233 @ 45°(Conduit&Cable) 'W 1250(3-1/2"Pipe) 250 Vertical(Luminaire) 3/8" 8295922 SXP 35 Swivel 1675(16 ga Vert) 80 @ 90°(Luminaire) '059° 029" 125" 25 125 Metal Deck/ co X-Press 35 1558(89°Off Vert) 500 Vertical(Conduit&Cable) 635(2"Pipe) Purlin 333 @ 89°(Conduit&Cable) 1/2" 8272957 SXP 2.0 Swivel 1061(22 ga Vert) .027" .125" 25 125 Metal Deck X-Press 2.0 829(45°Off Vert) Pudin 1/2" 8271957 SXP 3.5 Swivel 1675(16 ga Vert) Metal Deck/ X-Press 3.5 1558(89°Off Vert) .060" .125" 25 125 Pudin • SAMMYX-PRESS IrInstallation • • Application Product ` •The Sammy X-Press expands to provide direct vertical attachment in: metal deck(22-16 gauge) • y4 J t z-purlin(18-16 gauge) •Assembled in the U.S.A. View our installation videos! OYoubbe 8194910 UXPIT* Universal X-Press It Tool 1 8152910 XPDB 25/64"Drill Bit 1 *Tool Includes:Sleeve,Bit Receiver,Hex Wrench,and 25/64"Drill Bit. 1 • To find a distributor near you,Gall 800-848-5611 SAMMYS° FOR CONCRETE SAMMYS@ FOR CONCRETE — Vertical Application Apphcation Product Features •Easy two step process(Drill hole& drive Sammys concrete anchor). �7 .v i3,•� •v p .a•D r•a a' a •1W pre-drilled pilot hole required. •'p •� •�',p • •� •Concrete Installation Tool available for C a one tool installation process. �> •Assembled in the U.S.A. 1 ' View our r+ n installation videos! O Youbbe Approvals Rod Part 'vbdet Screw Utimate FMTest Box Case Size Number Descriptions Pullout Ohs)* Load Ohs) Qty Qty VERTICAL NDUNr #14 Black 1/4" 8058957 CST 200 5/16 x 1-3/4" 2400 25 125 Nut Driver FM 3/8" 8059957 CST 20 5/16 x 1-3/4" 2400 1475 25 125 Part#8113910 — #14SW Red 1/2" 8060925 CST 2 5/16 x 1-3/4" 2400 25 125 Nut Driver <FM 36g9EFM 3/8" 8306957 CCST 516 5116-14 x 2-1/2" 857** 25 125 Part#8114910 — For complete performance data see ICC Report ESR 3699 *Tested in 3000 PSI concrete **Pullout strength for Cracked Concrete and Seismic Zones A-F SIDEWINDER91 FOR CONCRETE - Horizontal Application Apphcation Product •Easy two step process(Drill hole&drive ' Sammys concrete anchor). o ,V p^1 - •'/<"pre-drilled pilot hole required. �Vt1N / •Concrete Installation Tool available for a one tool installation process. a ti •Assembleded in the U.S.A. View our installation videos! OYOUTulbe Approvals Size Number Descriptions Shear Ohs)* Load Ohs) Qty Qty HORIZONIAL NDUNF i 0 3/8" 8061957 SWC 20 5/16 x 1-3/4" 2450 1475 25 125 O 36g9EFM 3/8" 8307957 SW-CCST 516 5/16-14 x 2-1/2" 857** 25 125 #14SW Red Tested in 3000 PSI concrete **Pullout strength for cracked concrete and Seismic Zones A-F Nut Driver Part#8114910 SPECIALNUTDRIVER FM The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation }S each time.When the face of the driver comes into contact with the material you are installing into,continue drilling until nut driver spins ASSEMBLED U.S.A. free.Installation is then complete.Warranty requires the use of the appropriate nut driver for installations. ozzEff,yo, SAMMYS SWIVEL HEAD Tm FOR CONCRETE Swivel Application Apphcation Product •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. •Assembled in the U.S.A. Approvals Rod Part Tvbdel Screw Utimate Box Casc Size Number • • SWIVEL M)UNI 2537 in 3000 psi concrete 3/8" 8269957 SH-GST/CST 20 5/16 x 1-3/4" 1459 @ 45°off vertical in 3000 psi concrete 25 125 2852 in 6000 psi concrete 1636 @ 45°off vertical in 6000 psi concrete FM 3/8" 8308957 SH-CCST 516 5/16-14 x 2-1/2" -.. 25 125 Note:Misted for wood-see page 5 #14 SH Orange Nut Driver Part#8273910 *Tested in 3000 PSI concrete **Pullout strength for cracked concrete and Seismic Zones A-F • -ETE/ WOOD INSTALLATION KIT LU V Application Z 0 Rotary . concrete Flannner Drifl into concreteV (h) "7 9) d) h) (e) (h) woo Part Number ascription Each Qty • 8122910 Concrete Installation Kit(a) I Kit includes the following items: 8113910 #14 Black Nut Driver(b) 1 8114910 #14 SW Red Nut Driver(c) 1 8116910c #250 Bit(1/4")(d) 1 8117910 SDS Bit(1/4")(e) 1 8118910 7/32 Wood Bit(f) 1 8120910 HEX 250 Bit Receiver(1/4")(g) 1 8098910 SL 250 Sleeve h 1 • ACCESSORIES SAMMYS TOGGLE TM Application Installation Steps 1.Pre-drill a 518"hole with a regular drill or hole saw. 2.Insert SST screw into#14 black nut driver.With wing nut and rwasher on bolt,insert wing nut through surface,and begin installation. 3.When bolt is secure and nut driver spins free,stop drill motor and remove. Pre-Cast Hollow Core 4.SST screw is now ready to receive 114",3/8",or Metric all Concrete thread rod or bolt stock. ee •�I • 3/8" 8064925 SST 30 450 (Lath&Plaster) 4 x 3" 404 (2 Layers 5/8 Rock) 25 125 #14 Black Nut Driver Part#8113910 DEKTITE0 PIPE FLASHING Application Product •Complies with NFPA 13 Code Changes. 5T AY JP 10 •Flashing for dry pendant sprinklers subject to 4 —MRmz extreme temperature changes. CODE! •One piece construction is easy to install. with a gw(lit r, Pipe diameter markings ensure accurate fit. c�exvaw[E more eefficient way p g N01 r re e lfsA Yo•r •EPDM temperature range of-65OF to+250°F. rcfriycration/frcaicr units. rrtsuurFn FMZF r STRIKTURF to Part Number Description Pipe Outside Diameter Dektite Base Diameter Dektite Itight Box Qty � a � 1 �--DRT SPRfMRLFR 4003910 1 1/4"-2" 4-314` 3" 10 4004910 2 1-3/4"-3-1/4" 6-1/4' 4" 10 QQZffffyo' SAMMYX-PRESS POLE TOOLApplication Product Features Speed your labor by 25% Work from the ground up t No scaffolding,ladders,or lifts Perfect for working in tight spaces,through ceiling grid, and high vaulted ceilings For use installing Works with any Sammy X-Press product - Sammy X-Press anchors from the ground up! View our installation videos! O Youlube XPKIT* XPKIT Sammy X-Press Pole Tool Kit 1 3/4"electdcal conduit needed for pole tool assembly • SAMMYS •, POLE TOOL tIns taRation Instructions Product Speed your labor by 25% 1 2 3 Insert _ •Work from the ground up adjusting pin here No scaffolding,ladders,or lifts it— Ago! Perfect for working in tight spaces,through ceiling grid, and high vaulted ceilings Atljust the Pole Tool to length. Load rod and Sammys into The socket will spin free The adjusting pin must be 18" Pole Tool. when the screw is completely below the base or the pin may installed.Pull down to remove •Works with any Vertical SAMMYS:Wood,Steel,or interfere with the rod. the Pole Tool. Concrete • Nut Numbei Description Box Ot� Speedy Pole 6'-18' co W O 0 Ito V V Q • APPROVALS ... ..r Number Direction Pipe Size .., ..,Ohs) Thickness FOR Vv00D-PIPE 8007957 GST 10 3/8" Vertical CPVC 1-1/2" 300 1-1/2" 8020957 SWG 10 3/8" Horizontal CPVC 1-1/2" 300 1-1/2" 8008957 GST20 3/8" Vertical 2-1/2" 850 1-1/2" 4" 1475 1-1/2' 8068925 GST20-SS 3/8" Vertical 2-1/2" 850 1-1/2" 8010957 GST30 3/8" Vertical 4" 1500 1-1/2" 4" 1475 1-112' 8009925 GST25-380 3/8" Vertical 4" 1500 1-1/2" 8022925 SWG25-380 3/8" Horizontal 3-1/2"-4"* 1500 1-1/2" 8021957 SWG 20 3/8" Horizontal 2-1/2"-3"** 1050 1-1/2" 8073925 SWG 20-SS 3/8" Horizontal 2-1/2" 850 1-1/2" 8269957 SH-GST/CST 20 3/8" 45°Angle off Vertical 2-1/2" 850 1-1/2" 8269957 SH-GST/CST 20 3/8" 45'Angle off Vertical 4" 1500 1-1/2" 8139957 SH-GST 20 3/8" 17°Angle off Vertical 3" 1050 1-1/2" 4" 1475 1-1/2" SAWYS •• I' 8038957 DSTR 1 3/8" Vertical 4" 1500 .035" 4" 1475 .105" 8037957 DSTR 1-1/2 3/8" Vertical 4" 1500 .035" 4" 1475 .105" 8039957 DSTR 516 3/8" Vertical 4" 1500 .037" 4" 1475 .105" 8045957 DST 516 3/8" Vertical 4" 1500 .188" 4" 1475 .188" 8046957 TEK 50 3/8" Vertical 4" 1500 .250" 4" 1475 .188" 8055957 SWDR 1 3/8" Horizontal 4" 1500 .037" 4" 1475 .060" 8056957 SWDR 516 3/8" Horizontal 4" 1500 .037" 4" 1475 .060" 8054957 SWDR 1-1/2 3/8" Horizontal 4" 1500 .037" 4" 1475 .060" 8137957 SH-DSTR 1 318" 17'Angle off Vertical 4" 1500 .035" 4" 1475 .105" 8268957 SH-TEK 50 3/8" Vertical 2-1/2" 850 70*Angle off Vertical 4" 1500 8150922 XP 20 3/8" Vertical 2-1/2" 850 .027" 2" 940 .029" 4" 1475 .105" 8153922 XP 35 3/8" Vertical 4" 1500 .060" 2" 940 .029" 4" 1475 .125" 8294922 SXP 20 318" Vertical or up to 45° 2" 750 .027" 2" 635 .029" 8295922 SXP 35 3/8" Vertical or up to 89' 3-1/2' 1250 .060" 2" 635 .029" 8293957 SWXP35 3/8" Horizontal 3-1/2' 1250 .060" SAIVMYS FOR CONCRETE-PIPE HANGER 8059957 CST 20 3/8" Vertical 4" 1475 3000 8061957 SWC 20 3/8" Horizontal 4" 1475 3000 8150922 XP 20 3/8" Vertical 2-1/2" 850 Pre-Pour Structural @ 3000psi 8150922 XP 20 3/8" Vertical 2-1/2" 850 Post-Pour Range II LWC<_35 PCF(lbs/fC) DirectionPart N/Iudct Rod lvbunt UL Load ULMn Steel Number Size SAMW-STORSTFEL-LUNINAIREEWIM 8150922 XP 20 318" Vertical 185 .027' 250 .035` 8153922 XP 35 3/8" Vertical 185 .027' 250 .035` 8181922 XP 200 114" Vertical 185 .027" 250 .035" 8294922 SXP 20 3/8; Vertical 170 .027" 45' 80 .027" 8295922 SXP 35 3/8' Vertical 250 .060" 90, 80 .060" 8293957 SWXP 35 3/8' Horizontal 80 .060" ... LLMn.Steel Listed Application Number Size • Thickness FOR • BM, I•CABLE 8150922 XP 20 3/8" Vertical 283 .027" Max 4 trade size EMT,RMC,and IMC&5 trade size rigid PVC conduit 8153922 XP 35 3/8" Vertical 500 .060" Max 4 trade size EMT&6 trade sze RMC,IMC,and rigid PVC conduit 8294922 SXP 20 3/8" Vertical 283 .027" Max 4 trade size EMT,RMC,and IMC&5 trade size rigid PVC conduit 8295922 SXP 35 3/8" Vertical 500 .060" Max 4 trade size EMT&6 trade sze RMC,IMC,and rigid PVC conduit 8293957 SWXP 35 3/8" Horizontal 500 .060" Max 4 trade size EMT&6 trade sze RMC,IMC,and rigid PVC conduit 8149957 CZ2000 1/4"or 3/8" Onto Vertical Rod UL Listed 4S16-Cable Hanger,Cat.No.C-Z2000 Plenum Rated, Complies w/NEC Standards Sheet Steel Gauges Gauge No. 22 ga. 20 ga. 18 ga. 16 ga. 14 ga. 12 ga. 1/8" 3/16" 1/4" Nominal Decimal Equivalent .030" .036" .048" .060" .075" .105" .125" .188" .250" *SWG 25-380 Maximum pipe size in composite wood joist allowed by UL is 3-112" UL compliance with NEC Standards. *SWG 25-380 Maximum pipe size in wood timber orjoist allowed by UL is 4" UL and FM tests were performed in compliance with NFPA 13 Standards. **SWG 20 Maximum pipe size in composite wood joist allowed by UL is 2-112" Fastening requirement:5 times weight of water-filled schedule 40 pipe plus 250 pounds. **SWG 20 Maximum pipe size in wood timber or'oisl allowed to UL is 3" SPECIAL NOTES • Engineering Note • In 1996,the anchors listed by UL were tested in plate steel that measured.188"and.118".Subsequent testing was done for z-purlin applications in May 1997 using(.037")or 20 gauge steel.Most recently in 2008,testing with the new Sammy X-Press®was completed using(.030")or 22 gauge steel metal deck. Sammys®Nut Drivers Special nut drivers were designed to be used with Sammys.When the appropriate nut drivers are used for installation,the driver spins freely on the screw after installation is complete and eliminates the expected wrist snap,reduces over-torque,and prevents screw failure. Steel Screws Due to variations in hardness of certain metals,it should be noted that our self-drilling screws for steel will experience different drill speeds.500-1500 RPM drill speed should be used. Metric Products Metric versions of the Sammy anchors are available at www.itwbuildex.com Sammys for Seismic Please visit www.itwbuildex.com for our current Seismic product offerring. Vibratory Environments For attaching or anchoring in high vibratory environments,special care should be taken not just for building attachments but also for the hangers or assemblies being supported. Consult local code authorities for accepted anchoring devices. Composite Joist/Truss Truss manufacturers vary installation recommendations for composite joist.UL testing was completed to validate that Sammys and Sidewinders SWG 20 and SWG 25-380 can be installed into the top cord of a truss.Sammy GST 20 can be installed into the center of the lower cord of a composite joist.Penetration of the upright center web is permitted by some joist manufacturers.Consult truss manufacturer for recommended installation point. Pre-drilling may be required by joist manufacturers.If so,pre-drill pilot hole 1/8"smaller than root diameter of fastener. Consult the table below: GST 20 .182" 1/8" GST 25-380 .280" 7132" SWG 20 .182" 1/8" SWG 25-380 .280" 7/32" To increase efficiency of the installation process,sleeve tools,bit receivers,and wood bits are available for pre-drilling. NFPA/NEC Standards All UL and FM testing complies with NFPA 13 and NEC standards.Check with your local(AHJ)Authority Having Jurisdiction to confirm application and usage. UL Listings/FM Approvals UL and FM reports are available at www.itwbuildex.com �uLD 5 O • 111B RAKER ALSO LISTED AS CONDUIT AN O CABLE HARD WARE ALSO USMB AS ANCHOR FOR LUMINAIRE B., Technical Drawings Technical drawings are available and can be downloaded at www.itwbuildex.com in the following formats:.dwg,.dxf,and.igs. Assembled in the U.S.A. Products Contact Information As—bledUSA Technical Assistance:(800)848-5611 Option#6(x 3259) Customer Service:(800)848-5611 Option#1 • J Q Q. Q. Q 15 To find a distributor near you,call 800-848-5611 115 Standard Duty Loop Hanger - J — The 115 Standard Duty Loop Hanger is Ideal for suspending stationary, non-Insulated pipe lines, including CPVC pipes, in fire sprinkler systems.A knurled insert nut helps simplify vertical adjustments and flared edges on the base(1/2"to 4" sizes)help protect pipes from coming into contact with any sharp edges of the hanger. • Flared edges help prevent any sharp surfaces from coming into contact with the pipe(1/2"to 4"sizes) • Retained insert nut helps ensure the loop hanger and insert nut stay together • Recommended for the suspension of stationary non-insulated pipe lines • Manufactured to use the minimum rod size permitted by NFPA'for fire sprinkler piping • Conforms with Federal Specification WW-H-171 (Type 101, Manufacturers Standardization Society(MSS1 SP-58(Type 101 C a r,p �r Material:Steel UL US FM Finish: Pregalvanized �,.•o Eo Outer Diameter Rod Size Static Load Part Number Pipe Size DD IRSA B C F Certificatrons 1150050EG 1/2" 0.840' 3/8' 213/16' 11/8, 1 3001b cULus 1150075EG 3/4" 1.050' 3/8" 3" 1 3/16" 15/16" 3001b cULus,FM 1150100EG 1' 1.315` 3/8` 3 1/4' 1 3/8' 15/16' 3001b cULus,FM 1150125EG 1 1/4" 1.660' 3/8" 3 9/16" 1 1/2- 15/16" 30011b cULus,FM 1150150EG 1 11' 1.900' 3/8' 3 13/16' 1 5/8' 15/16' 300 to cULus.FA1 1150200EG 2" 2.375" 3/8' 4 1/4" 1 7/8' 15/16' 3001b cULus,FM 1150250EG 2 1/2" 2.875' 3/8' 5 15/16" 3 7/16" 2- 525 lb cULus.FM 115030DEG 3" 3.500" 3/8' 6 9/16" 3 1/2' 1 15/16' 5251b cULus.FM 1150350EG 3 112' 4.000` 3/8' 7 1/16' 3 3/4' 1 15/16"' 585 tb cULus.FM 1150400EG 4" 4.500- 3/8" 79/16' 4" 115/16" 6501b cULus.FM 1150500EG 5" 5.563' 1/2' 9 13/16" 4 3/4' 2 1/4' 1,0001b cAus,FM 1150600EG 6" 6.625" 1/2" 11 5/16" 6 5/16' 3 5/16' 1.000 lb cULus.FM 1150800EG 8" 8.625" 1/2" 12 7/8' 6 7/8" 2 7/8" 1.000 lb CULus.FM n\/ent CAWY FM is a registered certification mark of FM Approvals LLC,LTD.NFPA is a registered trademark of National Fire Protection Association,Inc.UL,UR,cUL,cUR,cULus and cURus are registered certification marks of UL LLC. WARNING nVent products shall be installed and used only as indicated in nVent's product instruction sheets and training materials.Instruction sheets are available at www,erico.com and from your nVent customer service representative.Improper installation,misuse,misapplication or other failure to completely follow nVent's instructions and warnings may cause product malfunction,property damage,serious bodily injury and death and/or void your warranty. ®2019 nVent All rights reserved nVent,nVent CADDY,nVent ERICO,nVent ERIFLEX and nVent LENTON are owned by nVent or its global affiliates. All other trademarks are the property of their respective owners.nVent reserves the right to change specifications without prior notice. Ji nNknt CADDY FCOR. SEISMIC BRACES "W! Fig. AF086 (Formerly Afcon Fig. 086) Adjustable Structural Brace Attachment Size Range:Flange Thickness: Up to'/i'thick(UL), Up to 3/8"thick(FM) C UL US FM LISTED APPROVED Material:Carbon Steel Finish:❑Plain or❑Electro-Galvanized per ASTM B633 Service:A seismic structural attachment designed to attach to steel I-beams.The structural brace attachment rigidly braces piping systems subjected to horizontal seismic loads. Approvals:cULus Listed(UL 203a)and FM Approved(FM 1950-10 y' &FM 1950-13).Complies with the hanging and bracing requirements listed in NFPA 13.Additionally,cULus Listed(UL 203)as a hanger for up to 8"pipe. Features:Shear off nuts provide a visual indication that the desired torque value has been achieved. Installation Instructions: • Insert one'/2"x P/i'hex bolt through the mounting hole of one bracket. • Place both brackets on a horizontal steel flange. • Install two'/2"-13 studs or bolts with the shear off nuts through the mounting slots on both brackets.Studs or bolts manufactured per ASTM A307 or equivalent. • Torque shear off nuts evenly and equally until the heads shear off. • Install the'/2"x 1'/2"mounting bolt through the 1/2"AF075,AF076,or AF077 mounting hole.The mounting bolt shall be installed wrench tight(typically finger tight plus'/a to'/2 turns). • Installation angle determined by the brace angle of the brace pipe and the AF075,AF076,or AF077. • Fire Protection applications shall also be installed per the requirements of NFPA 13 and local codes. Patent:No.6,334,285 1/2"-13 Stud or Bolt x2(Not Included) Ordering:Specify figure number,finish and description. Note:Only sold with brackets and shear off nuts.1/2"x 1'/2" hex bolt and'/i'-13 studs or bolts not included. W Notes:Anvil International®brand bracing components are designed to be compatible ONLY with other Anvil International®brand bracing components, Fig.AF086 resulting in a Listed seismic bracing assembly.Updated UL listing information Bracket x2 may be viewed at www.ul.com and updated FM approval information may be viewed at Fig.AF086 www.approva[guide.com. Shear Off Nut x2 H Disclaimer:Anvil International("Anvil')does not provide any warranties and specifically disclaims any liability whatsoever with respect to Anvil bracing products and components that are used in combination with products,parts or 1/2"-13x11/2 Hex Bolt(Not Included) systems not manufactured or sold by Anvil.In no event shall Anvil be liable for 1/2"-13 Hex Nut(Not Included) any incidental,direct,consequential,special or indirect damages or lost profits where non-Anvil bracing components have been,or are used. FIG.AF086: DIMENSIONS (IN) •WEIGHT(LBS) SeisBrace°Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com Mounting Bolt Mounting Slots H W Weight 1/2 1/2 21/4 3 2.25 PROJECT1 1APPROVAL Project: ❑Approved Address: ❑Approved as noted Contractor: []Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-1.18 Z ANVIL �FCOW. SEISMIC BRACES Fig. AF086 (Formerly Afcon Fig. 086) Adjustable Structural Brace Attachment (cont.) Fig. AF086 Fig. AF086 Fig. AF076 O O Fig. AF076 Brace Pipe Brace Pipe Horizontal Steel Flange Horizontal Steel Flange Seismic Load Parallel to Flange Seismic Load Perpendicular to Flange FIG.AF086 cULus MAX SEISMIC HORIZONTAL LOADS: DIMENSIONS (IN) 0 LOADS(LBS) Structure Seismic Load Orientation Max Flange Thickness Max Seismic Brace Load Max Service Pipe Size Parallel to Flange 1265 4 Horizontal Steel Flange 1'/4 Perpendicular to Flange 2015 8 FIG.AF086 FM MAX SEISMIC HORIZONTAL ASD LOADS":DIMENSIONS(IN)• LOADS(LBS)0 ANGLES(DEG) Structure Seismic Load Flange Max Seismic Brace Load at Brace Pipe Angle* Orientation Thickness 30-44 45-59 60-74 75-90 Parallel to Flange 1270 890 1070 1190 Horizontal Steel Flange Perpendicular to Flange '/a 1'/a 1180 1630 1990 2220 "Brace Pipe Angles are determined from vertical. **The allowable FM approved capacity of brace subassemblies are listed in Allowable Stress Design(ASD).For Load Resistance Factor Design(LRFD)capacities,the above values will need to be multiplied by 1.5. PH-1.18 4 9/ o P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 001/020 SWAY BRACE FITTING MODEL E Part#077 1"min. Load Ratings Size SIZE-SYSTEM PIPE: Nominal 39 s9 Steel V thru 4" Sch. 10 and Sch.40 1 250 1000 11/4 250 1000 SIZE-BRACE PIPE: V or 1 1/4" Sch.40 1 1/2 250 1000 MATERIAL-Carbon Steel or S.S.(Type 304). 21/2 800 1300 FINISH-Plain or E.G. 3 soo 1300 LISTING/APPROVAL- a aoo 1500 <3>FM Approved-1950 OSHPD See Website. FUNCTION- Lateral fitting of an AFCON sway brace assembly. Sway brace assemblies are intended to be installed in accordance with NFPA 13 and the manufacturer's installation instructions. INSTALLATION-Per these instructions including NFPA 13 and 13R. Load rating-see chart. Align brace pipe perpendicular to system pipe. ASSEMBLY-See drawing. Combine with proper AFCON components-see disclaimer below. Insert brace pipe through rod bend and under channel bracket to achieve minimum 1" extension. Tighten hex nuts until gage spring lays flat or torque to 165 in.-lbs. FEATURES *Visual inspection,verifies proper installation. ORDERING-Part#,size-system pipe,size-brace pipe and finish. Specific AFCON products are exclusively designed to be compatible ONLY with other AFCONproducts including parts and fasteners,resulting in a listed sway brace,restrainer or hanger assembly. Be advised the following warranty restriction will apply.DISCLAIMER-AFCON will NOT warrant against the failure of its products when used in combination with other products,parts or systems not manufactured or sold by AFCON.AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect,incidental or consequential damages of any kind,including but not limited to loss of business or profit,when non-AFCON products have been,or are used. 3/13 FireLock EZ° Rigid Coupling C&f FM yds SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 009H The FireLock EZ Style 009H coupling is a rigid, installation-ready coupling for fire protection pipe joining.The coupling's unique design eliminates loose parts, insures consistent installation and provides substantial gains in productivity. IMPORTANT FireLock EZ Style 009H couplings are recommended for use ONLY on fire protection systems. PATENTED LISTINGS/APPROVALS * The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies.Contact Victaulic for performance on other pipe and the latest listings and approvals. Standard Pipe Nominal Size 11/a 175 365 365 365 365 32 1206 2517 2517 2517 2517 11h 175 365 365 365 365 40 1206 2517 2517 2517 2517 2 175 365 365 365 365 50 1206 2517 2517 2517 2517 21h N/A 365 365 365 365 65 2517 2517 2517 2517 76.1mm N/A N/A 365** 365 365 2517** 2517 2517 3 N/A 365 365 365 365 80 2517 2517 2517 2517 4 365 365 365 365 100 N/A 2517 2517 2517 2517 165.1mm N/A N/A 290** 232 300 1999** 1600 2068 6# N/A 290 365 232 365 150# 1999 2517 1600 2517 rt Listed/Approved for wet and dry pipe systems(>—40°F/-400C). Please refer to the Victaulic Installation Manual(1-009H_009_009V.pdf)for details concerning when supplemental lubrication is required. *` EN-10219(L)for 76.1mm size;EN-10255(M)for 165.1mm size # Regional availability only Speciality Pipe Pipe Size psi/ a Pipe Size psi/ Pipe Size /kPa BLT 1 Ya—2 300 300 EZT 1/a—2 300 300 MT 1'/a—2 300 300 2068 2068 2068 2068 2068 2068 DF 1 Ya—4 300 300 FF 1 Ya—4 300 300 MLT 1 Ya—2 N/A 300 2068 2068 2068 2068 2068 DT 1 Ya—2 300 300 FLF 1 Ya—4 N/A 300 ST 1'/a—2 N/A 300 2068 2068 2068 2068 EF 1 Ya—4 175 175 FLT 1 Ya—2 N/A 300 STF 1'/a—4 N/A 300 1206 1206 2068 2068 EL 1 Ya—2 300 300 FLTL 1 Ya—2 N/A 300 TF 2Ya—4 N/A 300 2068 2068 1 2068 1 1 2068 ET40 1 Ya—2 300 300 GL 1 Ya—2 300 300 WLS 1'/a—2 300 300 2068 2068 2068 2068 2068 2068 EZF 3-4 300 300 MF 1'/a-4 300 300 WST 1'/a-2 N/A 175 2068 2068 2068 2068 1206 XL 1'/a—2 300 300 2068 2068 JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. IC_tau I1C REV_F 10.61_1 IPS CARBON STEEL PIPE-FIRE PROTECTION PRODUCTS 10.61 FireLook EZ° Rigid Coupling STYLE 009H STYLE 009H DIMENSIONS No.-Size Dimensions-Inches/mm L�a e m b I ed ss St R1.660365 condition) Joint Assembled M Inches X 1 Ya 790 0.10 1 2 -3/8 x 2 1 2.95 1 4.77 2.70 1 4.63 1.93 1.4 32 42.4 2517 1 3514 2.54 -M10 x 2 75 121 69 1 118 49 1 0.7 1'/2 1.900 365 1035 0.10 2 -3/8 x 2 3.19 4.97 2.94 4.79 1.93 1.5 40 48.3 2517 4604 2.54 -M10 x 2 81 126 75 122 49 0.7 STYLE 009H PRE-ASSEMBLED 2 2.375 365 1616 0.12 2 -3/8x2 3.79 5.53 3.45 5.42 1.93 1.9 (PUSH ON CONDITION) 50 60.3 2517 7193 3.05 -M10 x 2 96 140 88 138 49 0.9 2'/2 2.875 365 2370 0.12 2 -3/a x 2 Y2 4.29 6.09 3.92 5.85 1.93 2.1 Y E L� 65 73.0 2517 10542 3.05 M10 x 2'/2 109 155 1 100 149 49 1.0 76.1 mm 3.000 365 2580 0.12 2 -1/8 x 2 1/24.40 6.31 4.05 5.90 1.93 2.1 76.1 2517 11476 3.05 M10 x 2'/2 112 160 103 150 49 1.0 X 3 3.500 365 3512 0.12 2 -3/8 x 2'/2 4.91 6.70 4.55 6.46 1.93 2.3 80 88.9 2517 15622 3.05 M10 x 2'/2 125 170 116 164 49 1.0 _ 4 4.500 365 5805 0.17 2 -3/8 x 2 1/2 5.95 7.82 5.54 7.47 2.14 2.9 100 114.3 2517 25822 4.32 M10 x 2'h 151 199 141 190 55 1.3 STYLE 009H JOINT ASSEMBLED 165.1 mm 6.500 290 9623 0.17 2 -1/8 x 3 Ya 7.84 10.93 7.55 10.85 2.11 5.69 165.1 1999 42805 4.32 M16 x 3 Ya 199 278 192 276 54 2.6 6 6.625 290 9997 0.17 1 2 -1/a x 3 Ya 7.96 11.08 7.67 11.99 2.11 5.92 150 168.3 1999 44469 4.32 -M16 x 3 Ya 1 202 281 195 305 54 2.69 Working Pressure and End Load are total,from all internal and external loads,based on standard weight (ANSI)steel pipe,standard roll or cut grooved in accordance with Victaulic specifications.See page 1 of this document for Listed/Approved ratings on other pipe. WARNING:FOR ONE TIME FIELD TEST ONLY,the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown in the chart on page 1,specific to pipe schedule and size. t The allowable pipe separation dimension shown is for system layout purposes only.Fire Lock EZ couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. @ Number of bolts required equals number of housing segments. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536,grade 65-45-12. Ductile iron conforming to ASTM A-395,grade 65-45-15, is available upon special request. Housing Coating: • Orange enamel(North America,Asia Pacific) • Red enamel(Europe) Optional Coatings: • Hot dipped galvanized Gasket: • Grade"E" EPDM (Type A) Fire Lock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited,and Approved by Factory Mutual Research for wet and dry(oil free air)sprinkler services within the rated working pressure. Bolts/Nuts: Heat-treated plated carbon steel,trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. ICt.9UI1C® 10.61_2 REV_F FFireLock EZ° Rigid Coupling STYLE 009H GENERAL NOTES NOTE:When assembling FireLock EZ couplings onto end caps,take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009H couplings, use FireLock No.006 end caps containing the"EZ" marking on the inside face or No.60 end caps con- taining the"QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009H couplings. IMPORTANT:Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009H coupling.There is no interchanging of gaskets or housings between coupling styles. USE OF FLUSHSEAL GASKETS FireLock EZ couplings are supplied with FireLock EZ Grade "E"Type A gaskets.These gaskets FOR DRY PIPE SYSTEMS include an integral pipe stop,that once installed provides the same benefits as a FlushSeal gasket for dry pipe systems. It should be noted that standard FlushSeal gaskets are not compatible and cannot be used with the FireLock EZ couplings. INSTALLATION Reference should always be made to the 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 10.61 5731 REV F UPDATED 10/2011 �CtaLlIiC VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 10.61 FireLock° Fittings <&> @ LPCB See Victaulic publication 10.01 for details 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 IPS-sized couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock Style 005 couplings. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536,grade 65-45-12. Fitting Coating: • Orange enamel. • Red Enamel in EMEA-l. • Optional: Hot dipped galvanized. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2010 VICTAULIC COMPANY.ALL RIGHTS RESERVED. IC._tau IiC REV_I 10.03_1 IPS CARBON STEEL PIPE-FIRE PROTECTION PRODUCTS 10.03 FireLock° Fittings DIMENSIONS �-CtoE� toE� I u CtoE WC - o o , •� TEto E oo tE �<e NO.001 NO.003 NO.002 NO.006 Size ,. 'Elbow 45'Elbow Straight Tee Cap Size Outside Diameter C to E Weight Each C to E Weight Each C to E Weight Each Thickness"T" Weight Each Inches Inches Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs 1 Y4 1.660 0.8 0.3 32 42.4 21 1 0.1 1'/2 1.900 - - - - - 0.82 0.4 40 48.3 21 0.2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 50 60.3 70 0.8 51 0.8 70 1.1 22 0.3 21/2 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 65 73.0 76 1.4 57 1.0 76 1.6 22 0.5 76.1 mm 3.000 3.00 3.30 2.25 2.4 - - - - 76.1 76 1.5 57 1.1 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 L2 80 88.9 86 1.8 64 1.4 86 2.4 22 0.5 108mm 4.250 4.00 5.7 3.00 5.1 4.00 7.5 108.0 102 2.6 76 2.3 102 3.4 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 100 114.3 102 3.0 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 125 141.3 124 5.7 83 3.8 124 7.1 25 1.9 159mm 6.250 5.50 12.6 3.50 9.2 5.50 17.9 158.8 140 5.7 89 4.2 140 8.0 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 150 168.3 140 8.3 89 5.3 140 10.3 25 2.7 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 200 219.1 173 11.6 1 108 9.3 176 17.6 29 5.8 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2010 VICTAULIC COMPANY.ALL RIGHTS RESERVED. IC-tau I-id 10.03_2 REV_I IPS CARBON STEEL PIPE-FIRE PROTECTION PRODUCTS 10.03 FireLock° Fittings FLOW DATA Size Equivalent Feet/meters of Straight Pipe t Actual No.002 Nominal Outside Elbows Straight Tee Size Diameter Inches Inches �� �0 0.Elbow Elbow Branch Run 1'/4 I 1.660 1.5 0.8 3.7 1.5 32 42.4 0.5 0.2 1.1 0.5 1 Yz 1.900 2.2 1.1 5.5 2.2 40 48.3 0.7 0.3 1.7 0.7 2 2.375 3.5 1.8 8.5 3.5 50 60.3 1.1 0.5 2.6 1.1 2'/2 2.875 4.3 2.2 10.8 4.3 65 73.0 1.3 0.7 3.3 1.3 76.1 mm 3.000 4.5 2.3 11.0 4.5 76.1 1.4 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 80 88.9 1.5 0.8 4.0 1.5 108mm 4.250 6.4 3.2 15.3 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 100 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 125 141.3 2.6 1.3 6.4 2.6 159mm 6.250 9.4 4.9 25.0 9.6 158.8 2.9 1.5 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 150 168.3 3.0 1.5 7.6 3.0 8 8.625 13.0 5.0 33.0 13.0 200 219.1 4.0 1.5 10.1 4.0 t The flow data listed is based upon the pressure drop of Schedule 40 pipe. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2010 VICTAULIC COMPANY.ALL RIGHTS RESERVED. IC-tau I-id REV-1 10.03_3 A . r�FireLockO Fittings GENERAL NOTES NOTE:When assembling FireLock EZ couplings onto end caps,take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009/009WO09H 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. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. For complete contact information,visit www.victaulic.com 10.03 1539 REV I UPDATED 2/2010 �CtaLJIIC VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2010 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 10.03 Mechanical-T° Bolted Branch Outlets �� FM �c VdS LPCB VNIIPO SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLES 920 AND 920N Victaulic Mechanical-TO Outlet provides a direct branch connection at any location a hole can be cut in pipe.The hole is cut oversize to receive a "holefinder" locating collar which secures the outlet in position permanently.A pressure responsive gasket seals on the pipe O.D. - Cross-type connections can be achieved by utilizing two upper housings of the same style and size,with the same or differing branch size connections. NOTE: Style 920 and Style 920N housings cannot be mated to each other to achieve a cross connection. Style 920 and Style 920N Mechanical-T outlets are available with grooved or female threaded STYLES 920 AND 920N STYLE 920 CROSS outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized hous- PATENTED ings are available,supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500 psi/3450 kPa working pressure on Schedule 10 and 40 carbon steel pipe.They may also be used on high density polyethylene or poly- butylene(HDPE) pipe. Pressure ratings on HDPE are dependent on the pipe rating.Contact Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on PVC plastic pipe. Standard piping practices dictate that the Mechanical-T Styles 920 and 920N must be installed so that the main and branch connections are a true 900 angle when permanently attached to the pipeline surface. Additionally,the Vic-Tap II®hole cutting tool,which allows for hole cutting capabilities on pressurized systems, utilizes the Style 920 Mechanical-T in conjunction with the Series 726 Vic-Ball Valve to create the Style 931 Vic-Tap II Mechanical-T unit.See page 8 for further information. MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A-536,grade 65-45-12,with orange enamel coating. Ductile iron conforming to ASTM A-395,grade 65-45-15, is available upon special request. • Optional: Hot dipped galvanized Gasket: (Specify choice*) • Grade"E" EPDM EPDM (Green color code).Temperature range—30OF to+230OF/-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/+820C. 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+140°F/+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. Bolts/Nuts: Heat-treated plated carbon steel,trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2018 VICTAULIC COMPANY.ALL RIGHTS RESERVED. iIIIIC 1I1C® REV_O 11.02_1 CARBON STEEL PIPE- HOLE CUT PRODUCTS 11 .02 Mechanical-TO Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS Style Max.Work Approx. Size No. Pressure@ Dimensions Weight Each min a I Size 920 D. Inches or psi +0.13 Inches Inches Inches Inches Inches Inches Lbs. L's 'i F Y �Z� 00 - ke - 2 x Yz(a)d 920N 500 1.50 2.00 2.53 1.61 5.35 2.75 3.1 50 15 3450 38.1 51 64 41 136 70 1.5 V 3/4(a)a 920N 500 1.50 1.97 2.53 1.61 5.35 2.75 3.1 20 3450 38.1 50 64 41 136 70 1.5 1(a)n 920N 500 1.50 1.85 2.53 _ 1.61 5.35 2.75 3.0 w 25 3450 38.1 47 64 41 136 70 1.4 C5 4, 1 Y4(a)to 920N 500 1.75 2.05 2.75 3.00 1.61 5.35 3.00 3.5 3.2 GROOVED OUTLET 32 3450 44.5 52 70 76 41 136 76 1.7 1.5 1 Yz(a)to 920N 500 1.75 2.03 2.75 3.12 1.61 5.35 3.25 3.6 3.2 40 3450 44.5 52 70 79 41 136 83 1.7 1.5 Y �Z� 65 x Yz(a)§d 920N 500 L50 2.21 2.74 _ 1.82 143 2.0 1 A 65 a) 3450 1.5 .1 70 46 1.6 70 1.4 3/a(a)§d 920N 500 i 1.50 2.18 2.74 _ 1.82 5.64 2.75 3.0 _ V 20 3450 38.1 55 70 46 143 70 1A T 1(a)§n 500 1.50 2.06 2.74 _ 1.82 5.64 2.75 2.9 25 920N 3450 38.1 52 70 46 143 70 1.4 w 1'/4 t(a)0 920N 500 1.75 2.30 3.00 3.25 1.82 6.29 3.00 3.5 3.2 32 3450 44.5 58 76 83 46 160 76 1.7 1.5 FEMALE THREADED OUTLET 1�/2 t(a)0 920N 500 2.00 2.28 3.00 3.25 1.82 6.26 3.25 3.6 3.3 40 3450 50.8 58 76 83 46 159 83 1.7 1.6 1/2(a) 300 1.50 2.22 2.75 _ 2.25 6.46 3.18 3.9 76.1 x 15 920N 2065 38.1 56 70 57 164 81 1.8 • Provides a direct branch connection at 3/4(a) 920N 300 1.50 2.19 2.75 2.25 6.46 3.18 3.9 any location where a hole can be cut 20 2065 38.1 56 70 - 57 164 81 1.8 in the pipe 1(a) 920N 300 1.50 2.07 2.75 _ 2.25 6.46 3.18 3.8 25 2065 38.1 53 70 57 164 81 1.7 • A pressure responsive gasket provides 1'/4(a)a 920N 500 1.75 2.30 3.00 3.31 1.92 6.29 3.00 3.5 3.2 the seal 32 3450 44.5 58 76 84 49 160 76 1.6 1.5 1 Yz(a)a 920N 500 2.00 2.28 3.00 3.31 1.92 6.29 3.25 3.5 3.3 • Request Publication 11.03 for 40 3450 50.8 58 76 84 49 160 83 1.6 1.5 Mechanical-T cross assemblies 3 /2(a)❑ 500 1.50 2.52 3.05 _ 2.28 6.15 2.75 3.4 80 x 15 920N 3450 38.1 64 78 58 156 70 1.6 • Pressure rated up to 500 psi/3450 kPa 3/4(a)a 920N 500 1.50 2.49 3.05 2.28 6.15 2.75 3.4 on steel pipe; also available for use 20 3450 38.1 63 78 - 58 156 70 1.6 with HDPE pipe 1 (a) 920N 500 1.50 2.38 3.06 _ 2.28 6.15 2.75 3.3 25 3450 38.1 61 78 58 156 70 1.6 • Sizes from 2 x 1/2'/50 x 15 mm 1'/4(a)to 920N 500 1.75 2.55 3.25 3.56 2.28 6.15 3.00 3.8 3.7 through 8 x 47200 x 100 mm 32(b) 3450 44.5 65 83 90 58 156 76 1.8 1.8 1 1/2(a)to 920N 500 2.00 2.78 3.50 3.56 2.28 6.15 3.25 4.1 3.8 40(b) 3450 50.8 71 89 90 58 156 83 1.9 1.8 2(a)o 920N 500 2.50 2.75 3.50 3.56 2.28 6.75 3.88 4.9 4.6 50 3450 63.5 70 89 90 58 172 99 2.3 2.1 3/2 x 2 920N 500 2.50 3.00 _ 3.75 2.44 6.72 3.88 _ 3.8 90 50 3450 63.5 76 95 62 171 99 1.8 IMPORTANT NOTES: TABLE CONTINUED ON PG.3 Style 920 and Style 920N housings cannot be **Center of run to engaged pipe end,female threaded outlet only(dimensions approximate). mated to one another t Available with grooved or female threaded outlet.Specify choice on order. to achieve cross connections. t Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a)British Standard female pipe threaded outlet is available as listed.Specify"BSPT clearly on order. (b)For 76.1 mm threaded outlet,specify 2'/2"BSPT clearly on order. §Vds approved for fire protection services o-PCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com ICtaUI1C° VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2018 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 11.02_2 REV-0 CARBON STEEL PIPE- HOLE CUT PRODUCTS 11 .02 Mechanical-TO Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS St'le Max.Work Approx. Size No. Pressure@ Dimensions Weight Each Inches or +0.13 Inches Inches Inches Inches Inches inch I Lbs. Lbs. 'tl e Ma k 920 or E Y �Z m m 920N -0.00 TABLE CONTINUED FROM PAGE 2 - 4 1/2(a)n 500 1.50 3.03 3.56 2.69 7.01 2.75 3.7 V 100 x 15 920N 3450 38.1 77 90 68 178 70 1.8 r I 3/4(a)n 920N 500 1.50 3.00 3.56 _ 2.69 7.01 2.75 3.7 20 3450 38.1 76 90 68 178 70 1.8 w 1(a)n 500 1.50 2.88 3.56 _ 2.69 7.01 2.75 3.6 _ 25 920N 3450 38.1 73 90 68 178 70 1.8 GROOVED OUTLET 1 Y4(a)to 920N 500 1.75 3.08 3.78 4.00 2.69 7.01 3.00 4.0 3.6 32(b) 3450 1 44.5 78 96 102 68 178 76 1.9 1.8 1/2(a)to 920N 500 2.00 3.28 4.00 4.00 2.69 7.01 3.25 4.2 3.9 40(b) 3450 50.8 83 102 102 68 178 83 2.0 1.9 Y Z 2(a)to 920N 4 0 63.5 83 102 100 68 17 99 2.3 4.6 50 3450 63.5 83 102 102 68 178 99 2.3 2.1 21/2(a)t 920 500 2.75 2.88 4.00 4.00 2.69 7.34 4.63 5.8 5.0 T 65 3450 69.9 73 102 102 68 186 118 2.6 2.3 76.1 mm 920 500 2.75 2.88 _ 4.00 2.69 7.34 4.63 _ 6.4 w 3450 69.9 73 102 68 186 118 2.9 1? 3(a)t 500 3.50 3.31 4.50 4.12 2.69 7.73 5.12 8.4 6.4 FEMALE THREADED OUTLET 80 920 3450 88.9 84 114 105 68 196 130 3.8 2.9 1 1/4(a)n 500 1.75 3.08 3.78 _ 2.63 7.64 3.05 5.0 _ 108.0 x 32 920N 3450 44.5 78 96 67 194 78 2.3 11/2(a)n 920N 500 2.00 3.28 4.00 2.63 7.64 3.25 5.0 • Provides a direct branch connection at 40 3450 50.8 83 102 - 67 194 83 2.3 any location where a hole can be cut 2(a) 920N 500 2.50 3.25 4.00 2.63 7.64 4.00 4.0 in the pipe 50 3450 63.5 83 102 - 67 194 1 102 1.9 76.1 mm 920 500 2.75 2.88 4.00 4.00 2.63 7.64 4.29 8.0 7.8 • A pressure responsive gasket provides 3450 69.9 73 102 102 67 194 109 3.6 3.5 the seal 3(a) 920 500 3.50 3.31 4.50 4.50 2.63 7.63 4.88 6.8 6.5 80 3450 88.9 84 114 114 67 194 124 3.1 3.0 • Request Publication 11.03 for 5 1'/2(a)t 500 2.00 4.03 4.75 4.75 3.16 9.70 3.69 7.4 7.6 Mechanical-T cross assemblies 125 x 40 920 3450 50.8 102 121 121 80 246 94 3.4 3.4 2(a)t 500 2.50 4.00 4.75 4.75 3.16 9.70 4.38 8.2 8.0 • Pressure rated up to 500 psi/3450 kPa 50 920 3450 63.5 102 121 121 80 246 111 3.7 3.6 on steel pipe; also available for use rig(a)t 920 500 2.75 3.63 4.75 4.75 3.16 9.70 4.63 8.3 7.9 with HDPE pipe 65 3450 69.9 92 121 121 80 246 118 3.8 3.6 76.1 mm n 920 500 2.75 3.75 _ 4.75 3.16 9.70 4.63 _ 8.0 • Sizes from 2 x 1/2750 x 15 mm 3450 699 95 121 80 246 118 3.6 through 8 x 47200 x 100 mm 3(a)t 920 500 3.50 3.81 5.00 4.63 3.16 9.70 5.31 8.4 8.8 80 3450 88.9 97 127 118 80 246 135 3.8 4.0 2 500 2.50 3.75 4.50 _ 3.17 8.00 3.88 8.0 _ 133.0 x 50 920N 3450 63.5 95 114 81 203 99 3.6 3 500 3.50 3.81 5.00 _ 3.00 9.46 5.31 8.0 _ 80 920 3450 88.9 1 97 1 127 76 240 135 3.6 TABLE CONTINUED ON PG.4 IMPORTANT NOTES: **Center of run to engaged pipe end,female threaded outlet only(dimensions approximate). Style 920 and Style 920N housings cannot be t Available with grooved or female threaded outlet.Specify choice on order. mated to one another t Center of run to end of fitting. to achieve cross connections. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a)British Standard female pipe threaded outlet is available as listed.Specify"BSPT"clearly on order. (b)For 76.1 mm threaded outlet,specify 2/2"BSPT clearly on order. §Vds approved for fire protection services ❑LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com iiiCtaILJIiiiC® VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2018 VICTAULIC COMPANY.ALL RIGHTS RESERVED. REV_O 11.02_3 CARBON STEEL PIPE- HOLE CUT PRODUCTS 11 .02 Mechanical-TO Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS Dimensions D. +0.13 Inches Inches Inches Inches Inches Inches es y �Z� 0r TABLE CONTINUED FROM PAGE 3 - 1 Yz t 500 2.00 3.78 4.50 3.30 i 8.23 i 3.25 7.0 139.7 x 40 920N 3450 50.8 96 114 - 84 209 83 3.2 - T 2 t 920N 500 2.50 3.75 4.50 3.30 8.23 3.88 9.0 -- 50 3450 63.5 95 114 84 209 99 4.1 w 6 1 Ya(a) 500 1.75 4.43 5.13 5.13 3.79 9.15 3.25 5.1 4.8 150 x 32(b) 920N 3450 44.5 112 130 130 96 232 83 2.3 2.2 GROOVED OUTLET 1'/z(a)trl 920N 500 2.00 4.40 5.13 5.13 3.79 9.15 3.25 5.4 5.1 40(b) 3450 50.8 112 130 130 96 232 83 2.4 2.3 2(a)to 920N 500 2.50 4.38 5.13 5.13 3.79 9.15 3.88 6.0 5.6 50 3450 63.5 111 130 130 96 232 99 2.7 2.5 Y 7 Z� 2 5 920 4 0 69.9 110 130 130 94 10.51 118 8.3 3.4 '� 65 3450 69.9 110 130 130 94 267 118 3.8 3.4 V 500 2.75 4.15 _ 5.21 3.69 10.51 4.63 _ 8.4 76.1 mm 920 T 3450 69.9 105 132 94 267 118 3.8 3(a)t 500 3.50 4.31 5.50 5.13 3.69 10.51 5.31 9.9 8.4 w 80 920 3450 88.9 110 140 130 94 267 135 4.5 3.8 4(a)to 920 500 4.50 3.81 5.75 5.38 3.69 10.51 6.25 10.1 10.1 100 3450 114.3 97 146 137 94 267 159 4.6 4.6 FEMALE THREADED OUTLET 1 1/2(a) 500 2.00 4.41 5.13 _ 3.63 9.40 3.25 7.8 159.0 x 40 920N 3450 50.8 112 130 92 239 83 3.5 2(a) 920N 500 2.50 4.38 5.13 _ 3.63 9.40 3.88 8.0 • Provides a direct branch connection at 50 3450 63.5 111 130 92 239 99 3.6 any location where a hole can be cut 76.1 mm 920 500 2.75 4.38 5.50 5.13 3.63 9.40 4.63 9.5 9.5 in the pipe 3450 69.9 111 140 130 92 239 118 4.3 4.3 3 500 3.50 4.31 5.50 5.13 3.63 9.40 5.31 8.1 14.0 • A pressure responsive gasket provides 80 920 3450 88.9 110 140 130 92 239 135 3.7 6.4 the seal 500 4.50 4.45 _ 5.38 3.63 9.40 6.12 _ 10.0 108.Omm 920 3450 114.3 113 137 92 239 155 4.5 • Request Publication 11.03 for 4 500 4.50 3.81 5.75 _ 3.63 9.40 6.25 18.0 _ Mechanical-T cross assemblies 100 920 1 3450 114.3 96.80 1 146 92 239 159 ' 8.2 TABLE CONTINUED ON PG.5 • Pressure rated up to 500 psi/3450 kPa **Center of run to engaged pipe end,female threaded outlet only(dimensions approximate). on steel pipe; also available for use t Available with grooved or female threaded outlet.Specify choice on order. with H DPE pipe t Center of run to end of fitting. • Sizes from 2 x 1/2Y50 x 15 mm # Female threaded outlets are available to NPT and BSPT specifications. through 8 x 47200 x 100 mm @ See page 7 for Fire Protection approvals and pressure ratings. (a)British Standard female pipe threaded outlet is available as listed.Specify"BSPT"clearly on order. (b)For 76.1 mm threaded outlet,specify 2/2'BSPT clearly on order. §Vds approved for fire protection services a-PCB approved for fire protection services IMPORTANT NOTES: 0 Approved for use in China by Tianjin Approvals Company. Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. www.victaulic.com ICtaUI1C° VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2018 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 11.02_4 REV-0 CARBON STEEL PIPE- HOLE CUT PRODUCTS 11 .02 Mechanical-TO Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS St le Max.Work Approx. Size No. Pressure@ Dimensions Weight Each Inches or +0.13 Inches Inches Inches Inches Inches inch I Lbs. Lbs. E Y �Z mm 920N -0.00 mm mm mm mm mm mm kg kg TABLE CONTINUED FROM PAGE 4 - 1 500 1.50 3.88 4.56 3.79 9.34 2.75 8.0 V 165.1 x 25 920N 3450 38.1 99 116 96 237 70 3.6 V - - 1�/4II 920N 500 1.7s 4.43 5.13 3.79 9.34 3.25 8.4 32 3450 44.5 113 130 96 237 83 3.8 w 1/2(a)tR 920N 500 2.00 4.41 5.13 5.13 3.79 9.34 3.25 8.4 5.4 40 3450 50.8 112 130 130 96 237 83 3.8 2.4 GROOVED OUTLET 2(a)t 920N 500 2.50 4.38 5.13 5.13 3.79 9.34 3.88 8.5 6.0 50 3450 63.5 111 130 130 96 237 99 3.9 2.7 76.1 mm 920 500 2.75 4.01 5.13 5.21 3.63 10.51 4.63 8.6 7.6 3450 69.9 110 130 132 92 267 118 3.9 3.4 Y Z 3(a)t o 920 4 0 88.9 110 140 130 92 10.51 135 10.2 8.8 80 3450 88.9 110 140 130 92 267 135 4.6 3.8 V T 4(a)to 920 500 4.50 3.81 5.75 5.38 3.63 10.51 6.25 10.5 8.4 TL 100 3450 114.3 97 146 137 92 267 159 4.8 3.8 + 8 2(a)t 500 2.75 5.44 6.19 6.25 4.81 12.42 4.50 11.6 11.6 w 200 x 50 920 3450 69.9 138 157 159 122 316 1 114 5.3 5.3 2Y2(a)t 920 500 2.75 5.07 6.19 6.19 4.81 12.42 4.50 11.6 11.6 65 3450 69.9 129 157 157 122 316 114 5.3 5.3 FEMALE THREADED OUTLET 76.1 mm a 920 500 2.75 5.25 - 6.25 4.81 12.42 4.56 - 11.6 3450 69.9 133 159 122 316 116 5.3 3(a)to 500 3.50 5.31 6.50 6.50 4.81 12.42 5.31 12.6 11.6 • Provides a direct branch connection at 80 920 3450 88.9 135 165 165 122 316 135 5.7 5.3 any location where a hole can be cut 4(a)to 920 500 4.50 4.81 6.7s 6.38 4.81 12.42 6.25 is.3 12.5 in the pipe 100 3450 114.3 122 171 162 122 316 159 6.9 5.7 **Center of run to engaged pipe end,female threaded outlet only(dimensions approximate). • A pressure responsive gasket provides t Available with grooved or female threaded outlet.Specify choice on order. the seal t Center of run to end of fitting. • Request Publication 11.03 for # Female threaded outlets are available to NPT and BSPT specifications. Mechanical-T cross assemblies @ See page 7 for Fire Protection approvals and pressure ratings: • Pressure rated up to 500 psi/3450 kPa (a)British Standard female pipe threaded outlet is available as listed.Specify"BSPT"clearly on order. on steel pipe; also available for use (b)For 76.1 mm threaded outlet,specify 21/2"BSPT clearly on order. with HDPE pipe §Vds approved for fire protection services rt-PCB approved for fire protection services • Sizes from 2 x 1/2750 x 15 mm 0 Approved for use in China by Tianjin Approvals Company. through 8 x 47200 x 100mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to each other to achieve cross connections. www.victaulic.com iiictauliiiC® VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2018 VICTAULIC COMPANY.ALL RIGHTS RESERVED. REV_O 11.02_5 CARBON STEEL PIPE- HOLE CUT PRODUCTS 11 .02 Mechanical-TO Bolted Branch Outlets STYLES 920 AND 920N FLOW DATA Flow test data has shown that the total head loss between point(1)and (2)for the Style 920,920N and 929 Mechanical-TO fittings can best be expressed in terms of the pressure difference across the inlet and branch.The pressure difference can be obtained from the relationship below. 4z Cv and Kv Values Values for flow of water at+60°F/+16°C are shown in the table below. Formulas for CvrKV Values: AP = Qz Where: AP = Qz Where: O C 2 Q=Flow(GPM) K z Q=Flow(m3/hr) AP=Pressure Drop(psi) V AP=Pressure Drop(Bar) Q = C x AP C =Flow Coefficient Q = K„x AP K =Flow Coefficient j Exaggerated for clarity OutletEquivalent Length of 40 Carbon Steel Pipe OUTLET SIZE (C 120)t FT C,/K,Values NOMINq AL • . � GROOVED '/z 0.840 11 15 21.3 9.4 3/4 1.050 16 20 26.7 4 13.7 1 1.315 21 25 33.7 3.. 8 1.8 1'/< 1.660 50 48 32 42.7 5/z 6 42.9 41.1 1 Y2 1.900 53 53 40 48.3 11 11 45.4 45.4 2 2.375 112 104 50 60.3 9 10/z 96 89.1 2'/2 2.875 1 119 150 65 73.0 20 12/z 102 128.5 76.1 mm 3.000 16* 161 76.1 1 1 138.1 3 3.500 249 237 80 88.9 14 15/z 213.4 203.1 4 4.500 421 401 100 114.3 20 22 360.8 343.6 t Hazen-Williams coefficient of friction is 120. *Pipe with a wall thickness of 0.165in./4.2mm. 1"FireLock-Innovative Groove System(IGS)outlet www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2018 VICTAULIC COMPANY.ALL RIGHTS RESERVED. ICt.'dUI1C° 11.02_6 REV-0 CARBON STEEL PIPE- HOLE CUT PRODUCTS 11 .02 Mechanical-TO Bolted Branch Outlets STYLES 920 AND 920N FIRE PROTECTION APPROVALS AND PRESSURE RATINGS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies.Contact Victaulic for performance on other pipe and the latest listings and approvals. Approval Agency Pi Run Size xt�al Outlet SizeJpe Rated Working Pressures—psi/kPa Size m Diameter S FTEW_ �O(Style920) (Style 920N) Inches/m Inches/mm *Inches mm ScPheldule UL IJLC dQ 21/2-6 2.875-6.625 All 10,40 400 400 400 290 232 362 65-150 73.0-168.3 2755 2755 2755 1 1999 1599 2496 21/2-4 2.875-4.500 All DF 300 300 300 290 232 362 65-100 73.0-114.3 2065 2065 2065 1999 1599 2496 21/2-4 2.875-4.500 All SF 300 300 300 290 232 362 65-100 73.0-114.3 2065 2065 2065 1999 1599 2496 6 6.625 3,4 10 300 300 250 290 232 362 150 168.3 2065 2065 1724 1999 1599 2496 6 6.625 3,4 30,40 300 300 300 290 232 362 150 168.3 2065 2065 2065 1999 1599 2496 8 8.625 21/2 10,40 400 145 200 219.1 2755 1000 8 8.625 3,4 10 300 250 145 200 219.1 2065 1724 1000 8 8.625 3,4 30,40 300 300 145 200 219.1 2065 2065 1000 NOTES: 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. DF refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Listed/Approved Super-Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. VIC-TAP II HOLE CUTTING TOOL FOR The Vic-Tap II hole cutting tool is designed for use with the Style 931 Vic-Tap II Mechanical-T unit, 4-8"/100- 200 MM CARBON STEEL PIPE which is a combination of the Style 920 Mechanical-T and Series 726 Vic-Ball Valve.The Vic-Tap II is capable of tapping into carbon steel pipe systems under pressures up to 500psi/3450kPa. ff) The Style 931 Vic-Tap II Mechanical-T unit is a full port ball valve which can be mounted on 47100mm, 5/125mm,67150mm and 87200 mm diameter pipe.The Style 931 comes with a 2V2'765mm grooved outlet. J The drill motor is an electric motor with ground fault circuit interrupter(GFCI) in accordance with safety codes. For more information, refer to publication 24.01. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2018 VICTAULIC COMPANY.ALL RIGHTS RESERVED. X.A—c—tSUIiC® REV_O 11.02_7 rM1 Mechanical-r Bolted Branch Outlets STYLES 920 AND 920N 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 11.02 1480 REV 0 UPDATED 11/2018 L+tc�u�lC® VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2018 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 0 11.02_L �ZTISHURJOINTR) Threaded Fittings 1-01 www.shurjoint.com c& iM For Fire Protection pressure rating,listing,and approval THREADED FITTINGS information,visit Shurjoint website, www.shurioint.com for details or contact your SHURJOINT Representative. Shurjoint offers a complete range of ductile iron Class 300 threaded fittings in sizes from %"to 2%". Material: Ductile iron ASTM A536 Gr. 65-45-12 and or Shurjoint ductile iron threaded fittings are 100% air ASTM A395 Gr. 65-45-15. tested underwater to ensure leak-free performance. Dimensions:ANSI B16.3 Class 150 except bushings and The Shurjoint ductile iron fitting series is UL listed plugs(1316.14), unions (B16.39)and companion flanges and FM approved, making them the right choice for (1316.42). Please note wall thickness dimensions are fire protection and other general application services. subordinate to Shurjoint UL and FM pressure rating listings and approvals Threads:ANSI B1.20.1 NPT or ISO-7(BSPT) Finish: Black or electro-zinc plated ' General Dimensions lA These dimensions apply to all standard fittings, both l straight and reducing. For center-to-face dimensions(*), AO - see fitting tables. ks Ductile Iron Class 300 threaded fittings are designed to the y. ' same dimensions as that of Class 150 malleable iron J E + H fittings.Though due to the superior strength characteristics, J ductile Iron fittings carry a much higher pressure rating. B j Laboratory tests confirm Shurjoint ductile iron fittings have T passed hydrostatic test pressures exceeding 6,000 psi/ 414 Bar,which is equal to four times the 1,500 psi/103 Bar as specified by ANSI B16.3 for 1%"-2"sizes. Size Band O.D. Band Width Thread Length(min) in in in in Y 1.02 0.25 0.43 '/4 1.46 0.27 0.50 1 1.77 0.30 0.58 1'/4 2.15 0.34 0.67 1'/2 2.43 0.37 0.70 2 2.96 1 0.42 0.75 2'/z 3.59 0.48 0.92 Installers who have not used DI threaded fittings before Burst pressure testing of DI threaded fittings(2°) 0 should be instructed that the fittings are stronger than the pipe in most cases. In general DI threaded fittings require about a one-half turn less than cast iron fittings. Refer to the installation instructions for further detail. Pressure-Temperature Ratin ANSI 11316.3&B16.14 Nom. Working Pressure • -G) Working Pressure Class �z -1":2000 psi/140 Bar 300 1%4"—2": 1500 psi/105 Bar 300 psi(20 Bar) 2%": 1000 psi/70 Bar *Proof test pressure:1.5 times the working pressure,non-shock cold water. 1-01-1/6 Rev.G 20120315 TSHURJOINTR: Threaded Fittings 1-01 www.shugoint.com MODEL 811 ELBOW 900 Model . . 0' A--I size A Wt. Box Q'ty in in Lbs PCs 1/21.12 0.25 240 % 1.31 0.35 120 A 1 1.50 0.57 70 1'/, 1.75 0.97 40 1'/ 1 1.94 1 1.17 1 30 2 1 2.25 1 1.83 1 20 2'/ 2.70 3.34 10 MODEL 812 REDUCING ELBOW 900 ElbowModel 812 Reducing 90' L Size A B W. Box Q'ty in in in Lbs PCs %x'/z 1.20 1.22 0.35 160 T 1 x'/ 1.26 1.36 0.46 110 1 iJ 1 x% 1.18 1.45 0.57 90 A 1'/4 x'/ 1.34 1.53 0.64 75 1'%x% 1.45 1.62 0.68 60 1'/4 x 1 1.58 1.67 0.81 55 1 YZ x'/P 1.41 1.66 0.84 45 1'/z x% 1.52 1.75 0.90 45 1'/x 1 1.65 1.80 0.95 40 1 Y2 x 1% 1.82 1.88 1.10 35 2 x'/, 1.60 1.97 1.19 30 2 x 1 1.73 2.02 1 1.47 25 2 x 1'/ 2.02 2.16 1 1.61 20 2'/x 2 2.39 2.60 2.93 15 MODEL 813 ELBOW 450 Elbow Model 813 450 size A At. Box Qty A in in Lbs PCs / 0.88 0.22 250 % 0.98 0.33 150 1 1.12 0.55 90 1'/4 1.29 0.84 50 A 1'/ 1.43 0.92 35 2 1.68 1.63 18 2'/z 1.95 2.42 12 1-01-2/6 Rev.G 20120315 TSHURJOINTR: Threaded Fittings 1-01 www.shugoint.com MODEL 814 TEE Model - Tee Size A Wt. Box Q'ty in in Lbs PCs A /2 1.12 0.31 150 1.31 0.48 90 j 1 1.50 0.81 60 ' 1'/4 1.75 1.28 35 A _ 1'/2 1.94 1.72 24 2 2.25 2.57 12 2'/2 2.70 4.44 8 MODEL 815 REDUCING TEE Model 815 Reducing Tee Size A B C W. Box in in in in Lbs PCs % % 1 '/2 1.20 1.20 1.22 0.46 95 '/2 1 1.50 1.36 1.50 0.71 55 J YZ 1.26 1.20 1.36 0.59 80 I s 1 % % 1.37 1.31 1.45 0.66 65 1 1. 1. 1. 0. 55 1 YZ 1.2626 1.2626 1.3636 0.6464 65 1.37 1.37 1.45 0.75 60 '/2 1.34 1.26 1.53 0.79 50 1 % 1.45 1.37 1.62 0.88 50 1 1.58 1.50 1.67 1.01 45 1'/4 1% 1.75 1.67 1.75 1.25 40 % 1 1.34 1.34 1.53 0.84 1 45 1'/ % 1.45 1.45 1.62 0.99 45 1 1.58 1.58 1.67 1.12 40 % 1.44 1.31 1.69 0.92 40 % 1.50 1.37 1.75 1.01 40 1 1 1.65 1.50 1.80 1.19 30 1% 1.82 1.67 1.88 1.54 30 1'/2 1.94 1.80 1.94 1.54 30 1/2 '/2 1.41 1.34 1.66 1.08 40 1'/ % 1.52 1.45 1.75 1.14 40 1 1.65 1.58 1.80 1.39 30 % 1.41 1.41 1.66 1.10 35 1'/2 3/4 1.52 1.52 1.75 1.17 35 1 1.65 1.65 1.80 1.36 30 1'% 1.82 1.82 1.88 1.56 30 1 2 2.25 2.02 2.25 2.13 15 1'/ 2 2.25 2.10 2.25 2.22 15 % 1.49 1.41 1.88 1.52 30 '/4 1.60 1.52 1.97 1.47 25 1'/2 1 1.73 1.65 2.02 1.63 20 2 1'% 2.02 1 1.94 2.16 2.09 20 2 2.25 1 2.16 2.25 2.33 15 '/2 1.49 1.49 1.88 1.56 20 % 1.60 1.60 1.97 1.61 20 2 1 1.73 1.73 2.02 1.80 20 1% 1.90 1.90 2.10 2.09 20 1'/2 2.02 2.02 2.16 2.24 15 2'/2 2 % 1.74 1.60 2.32 2.35 15 1-01-316 Rev.G 20120315 M51SHURJOINT" Threaded Fittings 1-01 www.shugant.com MODEL 815 BULLHEAD TEE Model 815 Bullhead Tee Size A B C Wt. Box in in in in Lbs PCs % % 1 1.45 1.45 1.37 0.66 65 P 1 1 1'/4 1.67 1.67 1.58 0.97 45 1/4 1'/2 1.80 1.80 1.65 1.15 35 1 1'/2 1.88 1.80 1.82 1.43 30 1'/4 , 1'/2 1.88 1.88 1.82 1.52 30 A B 2 2.10 2.10 1 1.90 1 1.80 1 24 1/2 1'/4 2 2.16 2.10 1 2.02 1.94 20 1'/2 2 2.16 2.16 1 2.02 2.00 20 2 2 2'/2 2.60 2.60 1 2.39 3.61 10 MODEL 816 REDUCING COUPLING Model 816 Reducing Coupling Size A Wrench Size Wt. Box in in in Lbs PCs '/4x'/2 1.63 1'/4 0.37 150 1 x'/2 1.69 1'/4 0.37 140 1 x'/ 1.37 1''/2 0.48 120 1'/4x'/4 2.06 1-/2 0.59 80 11/x 1 2.06 - 0.66 60 1'/2 x 1 2.31 0.84 50 1'/2 x 1'/4 2.31 0.92 45 2 x 1 2.81 1.23 35 2 x 11/ 2.81 1.28 30 2 x 1'/2 2.81 1.66 30 2'/2 x 2 3.25 - 2.24 18 MODEL 817 CROSS B B� Model T size A B W. Box Q'ty A in in in Lbs PCs 1/2 1.12 1.12 0.48 90 -i- 3/4 1.31 1.31 0.77 60 A 1 1.50 1.50 0.95 45 �_ 1'/4 1.75 1.75 1.43 25 1'/2 1.94 1.94 1.87 20 2 2.25 2.25 2.86 10 A gModel 817 Reducing Cross Size A B Wt. Box Q'ty in in in Lbs PCs 1'/4x1'/4x1A 1.67 1.58 1.25 30 1'/2x1'hx1A 1.80 1.65 1.47 24 2 x 2 x 1 x1 2.02 1.73 1.94 16 1-01-4/6 Rev.G 20120315 TSHURJOINTR Th - " ' - ' Fittings 1-01 www.shugant.com MODEL 818 STRAIGHT COUPLING Model 818 Straight Coupling Size A Wrench Size W. Box Q'ty ' in in in Lbs PCs + A 1/21.38 1'/" 0.18 360 i % 1.61 1%" 0.26 200 ` 1 1.77 111/16" 0.42 110 1'% 2.00 2" 0.57 75 1'/2 2.20 2'/," 0.77 60 2 2.60 2%" 1.17 30 2'/z 1 3.00 3%" 2.11 1 18 MODEL 820 CAP Model 820 Cap r size A Vet. Box Q'ty in in in Lbs A / 0.89 0.14 500 % 1.00 0.20 300 1 1.18 0.33 180 1 Y, 1.32 0.46 110 1'/ 1 1.38 1 0.57 1 80 2 1 1.48 1 0.88 1 45 2'/ 1.77 1.54 25 MODEL 825 EXTENSION PIECE Model 825 Extension Piece Size A Wt. Box Q'ty in in Lbs PCs /x 1'/L 1.50 0.18 300 '/2 x 2L 2.00 0.22 250 s y %x 1'/L 1.50 0.22 250 %x 2L 2.00 0.26 200 A i MP MODEL 831 LONG STREET ELBOW 900 ElbowModel 831 Long Street • i ' glib size I A B I Wt. I Box Q'ty A in in in Lbs Pcs 1- 1 x/2M 1.50 3.00 0.66 80 B 1 x 1 M 1.50 3.00 0.81 60 1-01-5/6 Rev.G 20120315 TSHURJOINTR Threaded Fittings 1-01 www.shugoint.com MODEL 832 LONG STREET TEE Model 832 Long Street Tee C size A B I C I Wt I Box Q'ty in in in in Lbs PCs 1 x Y:xlM 1.50 1.40 3.00 0.91 50 -{-- 1 x 1 x 1 M 1.50 1.50 3.00 1.03 45 MODEL 827 HEX BUSHING Model 827 Hex Bushing Size A At. Box Q'ty in in Lbs PCs A 1 x'% 1.06 0.20 280 14 X 1.18 0.29 150 1'/,x 1 1.18 0.29 150 1'%x 1 1.26 0.53 100 1'%x l% 1.26 0.37 100 20 1 1.34 0.75 80 2 x % 1.34 0.75 80 2 x 1'% 1.34 0.64 80 MODEL 819 PLUG Model 819 Plug Size A Wt. BoxQty <> n in Lbs PCs /2 0.93 0.09 500 % 1.13 0.18 300 1 1.25 0.25 200 Adi5 1'/4 1.36 0.42 110 1'/ 1.45 0.59 80 2 1 1.50 1 0.95 1 45 General Notes: • Pressure ratings listed are CWP(cold water pressure)or maximum working pressure within the service temperature range of the gasket used in the coupling.This rating may occasionally differ from maximum working pressures listed and/or approved by UL,ULC,and/or FM as testing conditions and test pipes differ.For additional information contact Shurjoint.. • Maximum working pressures and end loads listed are total of internal and external pressures and loads based on Sch.10 steel pipe with roll grooves to ANSI/AWWA C606-07 specifications.For information on other pipe schedules contact Shurjoint.. • For one time field test only the maximum joint working pressure may be increased 1'/2 times the figures shown. • %ming:Piping systems must always be depressurized and drained before attempting disassembly and or removal of any components. • Shurjoint reserves the right to change specifications,designs and or standard equipment without notice and without incurring any obligations. Job Name: System No. Location: Contractor: Approved: Date: Engineer: Approved: Date: Shurjoint product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements,please contact Shurjoint Technical Service.Shurjoint reserves the right to change or modify product design, construction, specifications,or materials without prior notice and without incurring any obligations to make such changes and modifications on Shurjoint products previously subsequently sold. 1-01-6/6 Rev.G 20120315 CALCULATION SUMMARY Project Name: RAMO BUSINESS PARK LOT 15BLDG B Project Location: 166TH PL NE Contract No. : City: ARLINGTON, WA Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ft2) (gpm) (psi) (gpm/ftz) (psi) (gpm) # (gpm) (psi) 1 Demand (HW) RACK STORAGE 2000 1260.4 Required 0.32 7.9 31.6 22 500 5.4 37.4 File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/1 1/2023 Copyright©2002-2012 Tyco Fire Protection Products Pagel HYDRAULIC CALCULATIONS for Job Information Project Name: RAMO BUSINESS PARK LOT 15BLDG B Contract No. : City: ARLINGTON, WA Project Location: 166TH PL NE Date:3/11/2023 Contractor Information Name of Contractor: Address: City: Phone Number: E-mail: Name of Designer: Authority Having Jurisdiction: Design Remote Area Name 1 Remote Area Location warehouse Occupancy Classification RACK STORAGE Density(gpm/ft2) 0.32 Area of Application(ft2) 2000 Coverage per Sprinkler(ft2) 98.6 Number of Calculated Sprinklers 22 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 500 Total Water Required(incl. Hose Streams)(gpm) 1260.4 Required Pressure at Source(psi) 37.4 Type of System Wet Volume-Entire System (gal) 3889.9 gal Water Supply Information Date 03/02/2023 Location 3806 166TH PL. N.E. Source W1 Notes CLASS IV COMMODITIES IN RACKS TO 16'i File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job : RAMO BUSINESS PARK LOT 15BLDG B Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (Optimized Hvdraulic Simplified) File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/1 1/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow(gpm) Pressure(psi) 0 50 1040 45 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source Pressure Pressure (Psi) (psi) (gpm) (psi) (gpm) (Psi) W1 50 45 1040 42.9 1260.4 37.4 Hoses Inside Hose Flow/Standpipe Demand(gpm) 0 Outside Hose Flow(gpm) 500 Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) 0 - - - - Total Hose Flow(gpm) 500 Sprinklers Ovehead Sprinkler Flow(gpm) 760.4 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow(gpm) 760.4 Other Required Margin of Safety(%) 10 W1 -Pressure(psi) 37.4 W1 -Flow(gpm) 1260.4 Demand w/o System Pump(s) N/A File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/1 1/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job : RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Analysis for : 1 a Supply* Supply;safety Pressure 15 System Demand • AvailableAt Source 70 60 - S2 42.9 psi @ 1260.4 gpm F� ------------ 41 334 •N 40- O D2 N i W a` 3 20 D1 - 10 L-L 0 400 500 600 700 800 900 1000 1100 1200 1300 1400 Flow,gpm File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright @ 2002-2012 Tyco Fire Protection Products Page 5 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 50 S2 Supply point#2-Residual 1040 45 D1 Elevation Pressure 0 13.2 D2 I System Demand 1260.4 37.4 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 41.6 1373.8 5.4 1260.4 Supply;Safety Pressure 38.3 1285.4 1.1 1260.4 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 101 Overhead 98.6 11.2 0.32 31.6 7.9 0.376 37.1 11 Sprinkler 102 Overhead 98.6 11.2 0.32 31.6 7.9 0.357 35.2 9.9 Sprinkler 103 Overhead 98.6 11.2 0.32 31.6 7.9 0.343 33.8 9.1 Sprinkler 104 Overhead 98.6 11.2 0.32 31.6 7.9 0.331 32.7 8.5 Sprinkler 105 Overhead 98.6 11.2 0.32 31.6 7.9 0.32 31.6 7.9 Sprinkler 106 Overhead 98.6 11.2 0.32 31.6 7.9 0.334 32.9 8.6 Sprinkler 107 Overhead 98.6 11.2 0.32 31.6 7.9 0.376 37 10.9 Sprinkler 108 Overhead 98.6 11.2 0.32 31.6 7.9 0.358 35.3 9.9 Sprinkler 109 Overhead 98.6 11.2 0.32 31.6 7.9 0.343 33.9 9.1 Sprinkler 110 Overhead 98.6 11.2 0.32 31.6 7.9 0.332 32.7 8.5 Sprinkler ill Overhead 98.6 11.2 0.32 31.6 7.9 0.32 31.6 7.9 Sprinkler 112 Overhead 98.6 11.2 0.32 31.6 7.9 0.334 32.9 8.6 Sprinkler 113 Overhead 98.6 11.2 0.32 31.6 7.9 0.378 37.2 11.1 Sprinkler File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/1 1/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 6 114 Overhead 98 6 11.2 0.32 31.6 7.9 0.359 35.4 10 Sprinkler 115 Overhead 98.6 11.2 0.32 31.6 7.9 0.345 34 9.2 Sprinkler 116 Overhead 98.6 11.2 0.32 31.6 7.9 0.333 32.8 8.6 Sprinkler 117 Overhead 98.6 11.2 0.32 31.6 7.9 0.322 31.7 8 Sprinkler 118 Overhead 98.6 11.2 0.32 31.6 7.9 0.335 33.1 8.7 Sprinkler 119 Overhead 98.6 11.2 0.32 31.6 7.9 0.397 39.1 12.2 Sprinkler 120 Overhead 98.6 11.2 0.32 31.6 7.9 0.384 37.8 11.4 Sprinkler 121 Overhead 98.6 11.2 0.32 31.6 7.9 0.373 36.8 10.8 Sprinkler 122 Overhead 98.6 11.2 0.32 31.6 7.9 0.363 35.8 10.2 Sprinkler File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi'/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 105 Overhead Sprinkler 11.2 31.6 98.6 7.9 7.9 27.47 HEAD Open 0 0.32 -13.2 31.6 111 Overhead Sprinkler 11.2 31.6 98.6 7.9 7.9 27.47 HEAD Open 0.0 0.32 -13.2 31.6 117 Overhead Sprinkler 11.2 31.7 98.6 8 7.9 27.47 HEAD Open 0.2 0.322 -13.2 31.6 104 Overhead Sprinkler 11.2 32.7 98.6 8.5 7.9 26.06 HEAD Open 1.1 0.331 -12.6 31.6 110 Overhead Sprinkler 11.2 32.7 98.6 8.5 7.9 26.06 HEAD Open 1.1 0.332 -12.6 31.6 116 Overhead Sprinkler 11.2 32.8 98.6 8.6 7.9 26.06 HEAD Open 1.3 0.333 -12.6 31.6 106 Overhead Sprinkler 11.2 32.9 98.6 8.6 7.9 26.56 HEAD Open 1.3 0.334 -12.8 31.6 112 Overhead Sprinkler 11.2 32.9 98.6 8.6 7.9 26.56 HEAD Open 1.4 0.334 -12.8 31.6 118 Overhead Sprinkler 11.2 33.1 98.6 8.7 7.9 26.56 HEAD Open 1.5 0.335 -12.8 31.6 103 Overhead Sprinkler 11.2 33.8 98.6 9.1 7.9 24.66 HEAD Open 2.3 0.343 -12 31.6 109 Overhead Sprinkler 11.2 33.9 98.6 9.1 7.9 24.66 HEAD Open 2.3 0.343 -12 31.6 115 Overhead Sprinkler 11.2 34 98.6 9.2 7.9 24.66 HEAD Open 2.4 0.345 -12 31.6 102 Overhead Sprinkler 11.2 35.2 98.6 9.9 7.9 23.25 HEAD Open 3.7 0.357 -11.4 31.6 108 Overhead Sprinkler 11.2 35.3 98.6 9.9 7.9 23.25 HEAD Open 3.7 0.358 -11.4 31.6 114 Overhead Sprinkler 11.2 35.4 98.6 10 7.9 23.25 HEAD Open 3.8 0.359 -11.4 31.6 122 Overhead Sprinkler 11.2 35.8 98.6 10.2 7.9 26.06 HEAD Open 4.3 0.363 -12.6 31.6 121 Overhead Sprinkler 11.2 36.8 98.6 10.8 7.9 24.66 HEAD Open 5.2 0.373 -12 31.6 107 Overhead Sprinkler 11.2 37 98.6 10.9 7.9 21.9 HEAD Open 5.5 0.376 -10.8 31.6 101 Overhead Sprinkler 11.2 37.1 98.6 11 7.9 21.85 HEAD Open 5.6 0.376 -10.8 31.6 113 Overhead Sprinkler 11.2 37.2 98.6 11.1 7.9 21.85 HEAD Open 5.7 0.378 -10.8 31.6 120 Overhead Sprinkler 11.2 37.8 98.6 11.4 7.9 23.25 HEAD Open 6.3 0.384 -11.4 31.6 119 Overhead Sprinkler 11.2 39.1 98.6 12.2 7.9 21.85 HEAD Open 7.6 0.397 -10.8 31.6 033 Node 14.8 18.92 NODE -9.5 031 Node 14.8 18.92 NODE -9.5 044 Node 15.3 18.74 NODE -9.4 File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/1 1/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi'/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 020 Node 15.3 18.74 NODE -9.4 078 Node 15.8 16.5 NODE -8.4 079 Node 15.8 16.5 NODE -8.4 080 Node 15.9 16.5 NODE -8.4 081 Node 16.1 16.5 NODE -8.4 082 Node 16.4 16.5 NODE -8.4 124 Node 16.6 16.5 NODE -8.4 008 Node 16.7 15.67 NODE -8.1 007 Node 16.7 15.67 NODE -8.1 173 Node 16.8 15.67 NODE -8.1 099 Node 16.9 16.5 NODE -8.4 172 Node 16.9 15.67 NODE -8.1 098 Node 17.1 16.5 NODE -8.4 171 Node 17.1 15.67 NODE -8.1 100 Node 17.1 18.74 NODE -9.4 148 Node 17.1 18.78 NODE -9.4 123 Node 17.2 18.74 NODE -9.4 097 Node 17.2 16.5 NODE -8.4 170 Node 17.3 15.67 NODE -8.1 096 Node 17.4 16.5 NODE -8.4 095 Node 17.5 16.5 NODE -8.4 094 Node 17.6 16.5 NODE -8.4 050 Node 17.6 15.67 NODE -8.1 051 Node 18 15.67 NODE -8.1 052 Node 18.4 15.67 NODE -8.1 File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/1 1/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi'/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 053 Node 18.8 15.67 NODE -8.1 054 Node 19.3 15.67 NODE -8.1 135 Node 19.5 18.74 NODE -9.4 137 Node 19.5 18.74 NODE -9.4 055 Node 19.8 15.67 NODE -8.1 056 Node 20.5 15.67 NODE -8.1 162 Node 20.7 15.67 NODE -8.1 157 Node 24.1 9.27 NODE -5.3 407-0 Node 25.6 7.68 NODE -4.6 407-I Node 31.7 4.34 NODE -3.2 408 Node 33.5 0.5 NODE -1.5 410-0 Node 35.3 -3 NODE 0 410-I Node 35.4 -3 NODE 0 H 1 Outside Hose 36 -3 HOSE 500 0 500 412 Node 36.1 -3 NODE 0 411 Node 36.1 -3 NODE 0 413-0 Node 36.4 -3 NODE 0 413-I Node 36.5 -3 NODE 0 423-0 Node 37.1 -3 NODE 0 423-I Node 37.2 -3 NODE 0 422 Node 37.4 -3 NODE 0 wl Supply -1260.4 37.4 -3 SUPPLY 0 File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 105 27.47 11.2 31.6 2 3x(elbow.22.5)=4.09 10.11 120 7.9 106 26.56 11.2 52.6 2.203 4.09 0.0209 0.4 14.2 0.3 106 26.56 11.2 32.9 2 lx(tee-Br)=13.64 44.8 120 8.6 007 15.67 85.5 2.203 1x(90 ell)=6.82 20.46 0.0515 4.7 65.26 3.4 007 15.67 50.6 4 9 120 16.7 173 15.67 136.1 4.26 0 0.0049 0 9 0.0 173 15.67 85.8 4 9 120 16.8 172 15.67 221.9 4.26 0 0.0121 0 9 0.1 172 15.67 86.3 4 8.92 120 16.9 171 15.67 308.2 4.26 0 0.0223 0 8.92 0.2 171 15.67 59.2 4 8.83 120 17.1 170 15.67 367.4 4.26 0 0.0309 0 8.83 0.3 170 15.67 22 4 8.83 120 17.3 050 15.67 389.4 4.26 0 0.0344 0 8.83 0.3 050 15.67 22.9 4 8.83 120 17.6 051 15.67 412.3 4.26 0 0.0383 0 8.83 0.3 051 15.67 24.7 4 8.83 120 18 052 15.67 437.1 4.26 0 0.0426 0 8.83 0.4 052 15.67 27.6 4 8.83 120 18.4 053 15.67 464.7 4.26 0 0.0477 0 8.83 0.4 053 15.67 31.4 4 9 120 18.8 054 15.67 496.1 4.26 0 0.0539 0 9 0.5 054 15.67 36 4 9.17 120 19.3 055 15.67 532 4.26 0 0.0613 0 9.17 0.6 055 15.67 41.6 4 9.17 120 19.8 056 15.67 573.7 4.26 0 0.0705 0 9.17 0.6 056 15.67 47.7 4 2.39 120 20.5 162 15.67 621.4 4.26 0 0.0818 0 2.39 0.2 162 15.67 0 6 2x(90 ell)=25.4 28.74 120 20.7 157 9.27 621.4 6.357 25.4 0.0116 2.8 54.14 0.6 157 9.27 139 6 1x(90 ell)=12.7 7.95 120 24.1 407-0 7.68 760.4 6.357 lx(tee-Br)=31.81 44.51 0.0169 0.7 52.46 0.9 File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 407-0 7.68 0 6 3.34 25.6 Ames 407-I 4.34 760.4 0 0 1.3916 1.4 Deringer 30 3.34 4.7 *** 407-I 4.34 0 6 3.84 120 31.7 408 0.5 760.4 6.357 0 0.0169 1.7 3.84 0.1 408 0.5 0 6 lx(90 ell)=17.45 11.75 140 33.5 410-0 -3 760.4 6.4 17.45 0.0123 1.5 29.2 0.4 410-0 -3 0 6 0.88 35.3 Gate A2360 410-I -3 760.4 0 0 0.113 0 *** 0.88 0.1 410-I -3 0 6 lx(tee-Br)=43.72 8.94 140 35.4 411 -3 760.4 6.4 43.72 0.0123 0 52.66 0.6 411 -3 12.2 8 lx(90 ell)=24.74 313.04 140 36.1 423-0 -3 772.6 8.55 24.74 0.0031 0 337.77 1 423-0 -3 0 8 0.96 37.1 Gate A2360 423-I -3 772.6 0 0 0.1015 0 *** 0.96 0.1 423-I -3 0 8 lx(tee-Br)=65.1 1.34 140 37.2 422 -3 772.6 8.55 65.1 0.0031 0 66.44 0.2 422 -3 487.8 8 0.5 140 37.4 W1 -3 1260.4 8.55 0 0.0077 0 0.51 1 0 W 1 37.4 Path No: 2 111 27.47 11.2 31.6 2 3x(elbow.22.5)=4.09 10.11 120 7.9 112 26.56 11.2 52.9 2.203 4.09 0.0212 0.4 14.2 0.3 112 26.56 11.2 32.9 2 lx(tee-Br)=13.64 44.8 120 8.6 173 15.67 85.8 2.203 lx(90 ell)=6.82 20.46 0.0519 4.7 65.26 3.4 173 16.8 Path No: 3 117 27.47 11.2 31.7 2 3x(elbow.22.5)=4.09 10.11 120 8 118 26.56 11.2 53.2 2.203 4.09 0.0214 0.4 14.2 0.3 118 26.56 11.2 33.1 2 lx(tee-Br)=13.64 44.8 120 8.7 172 15.67 86.3 2.203 lx(90 ell)=6.82 20.46 0.0524 4.7 65.26 3.4 172 16.9 File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 104 26.06 11.2 32.7 2 10.1 120 8.5 105 27.47 11.2 21 2.203 0 0.0038 -0.6 10.1 0.0 105 7.9 File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 13 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 5 104 26.06 11.2 32.7 2 10.1 120 8.5 103 24.66 11.2 11.6 2.203 0 0.0013 0.6 10.1 0.0 103 24.66 11.2 33.8 2 10.1 120 9.1 102 23.25 11.2 45.5 2.203 0 0.016 0.6 10.1 0.2 102 23.25 11.2 35.2 2 10.1 120 9.9 101 21.85 11.2 80.7 2.203 0 0.0463 0.6 10.1 0.5 101 21.85 11.2 37.1 2 ix(tee-Br)=13.64 6.41 120 11 078 16.5 117.8 2.203 1x(90 ell)=6.82 20.46 0.0933 2.3 26.87 2.5 078 16.5 -50.6 4 9 120 15.8 079 16.5 67.2 4.31 0 0.0013 0 9 0.0 079 16.5 117.5 4 9 120 15.8 080 16.5 184.7 4.31 0 0.0082 0 9 0.1 080 16.5 117.9 4 8.92 120 15.9 081 16.5 302.7 4.31 0 0.0204 0 8.92 0.2 081 16.5 90.3 4 8.83 120 16.1 082 16.5 393 4.31 0 0.0331 0 8.83 0.3 082 16.5 -22 4 8.83 120 16.4 124 16.5 371 4.31 0 0.0297 0 8.83 0.3 124 16.5 -22.9 4 8.83 120 16.6 099 16.5 348.1 4.31 0 0.0264 0 8.83 0.2 099 16.5 -24.7 4 8.83 120 16.9 098 16.5 323.4 4.31 0 0.023 0 8.83 0.2 098 16.5 -27.6 4 8.83 120 17.1 097 16.5 295.7 4.31 0 0.0195 0 8.83 0.2 097 16.5 -31.4 4 9 120 17.2 096 16.5 264.4 4.31 0 0.0159 0 9 0.1 096 16.5 -36 4 9.17 120 17.4 095 16.5 228.4 4.31 0 0.0121 0 9.17 0.1 095 16.5 -41.6 4 9.17 120 17.5 094 16.5 186.7 4.31 0 0.0083 0 9.17 0.1 094 16.5 -47.7 4 6x(90 ell)=56.03 52.74 120 17.6 100 18.74 139 4.31 56.03 0.0048 -1 108.77 0.5 File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 14 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 5 100 18.74 -69.2 4 lx(tee-Br)=23.41 3.44 120 17.1 148 18.78 69.8 4.31 lx(90 ell)=9.34 32.75 0.0013 0.0 36.19 0.0 148 18.78 0 2 lx(tee-Br)=13.64 49.7 120 17.1 137 18.74 69.8 2.203 2x(elbow.22.5)=2.73 16.37 0.0354 0.0 66.061 1 2.3 137 18.74 69.2 4 lx(tee-Br)=23.41 33.7 120 19.5 157 9.27 139 4.31 4x(90 ell)=37.35 60.77 0.0048 4.1 94.46 0.5 157 24.1 Path No: 6 110 26.06 11.2 32.7 2 10.1 120 8.5 111 27.47 11.2 21.3 2.203 0 0.0039 -0.6 10.1 0.0 111 7.9 Path No: 7 110 26.06 11.2 32.7 2 10.1 120 8.5 109 24.66 11.2 11.3 2.203 0 0.0012 0.6 10.1 0.0 109 24.66 11.2 33.9 2 10.1 120 9.1 108 23.25 11.2 45.2 2.203 0 0.0158 0.6 10.1 0.2 108 23.25 11.2 35.3 2 9.72 120 9.9 107 21.9 11.2 80.5 2.203 0 0.046 0.6 9.721 1 0.4 107 21.9 11.2 37 2 lx(tee-Br)=13.64 6.79 120 10.9 079 16.5 117.5 2.203 lx(90 ell)=6.82 20.46 0.0928 2.3 27.25 2.5 079 15.8 Path No: 8 116 26.06 11.2 32.8 2 10.1 120 8.6 117 27.47 11.2 21.5 2.203 0 0.004 -0.6 10.1 0.0 117 8 File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 15 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 9 116 26.06 11.2 32.8 2 10.1 120 8.6 115 24.66 11.2 11.3 2.203 0 0.0012 0.6 10.1 0.0 115 24.66 11.2 34 2 10.1 120 9.2 114 23.25 11.2 45.3 2.203 0 0.0159 0.6 10.1 0.2 114 23.25 11.2 35.4 2 10.1 120 10 113 21.85 11.2 80.7 2.203 0 0.0463 0.6 10.1 0.5 113 21.85 11.2 37.2 2 lx(tee-Br)=13.64 6.41 120 11.1 080 16.5 117.9 2.203 1x(90 ell)=6.82 20.46 0.0935 2.3 26.87 2.5 080 15.9 Path No: 10 122 26.06 11.2 35.8 2 lx(tee-Br)=13.64 65.01 120 10.2 171 15.67 59.2 2.203 1x(90 ell)=6.82 24.55 0.0261 4.5 3x(elbow.22.5)=4.09 89.56 2.3 171 17.1 Path No: 11 121 24.66 11.2 36.8 2 10.1 120 10.8 122 26.06 11.2 23.4 2.203 0 0.0047 -0.6 10.1 0.0 122 10.2 Path No: 12 121 24.66 11.2 36.8 2 10.1 120 10.8 120 23.25 11.2 13.4 2.203 0 0.0017 0.6 10.1 0.0 120 23.25 11.2 37.8 2 10.1 120 11.4 119 21.85 11.2 51.2 2.203 0 0.0199 0.6 10.11 1 0.2 119 21.85 11.2 39.1 2 lx(tee-Br)=13.64 6.41 120 12.2 081 16.5 90.3 2.203 1x(90 ell)=6.82 20.46 0.0571 2.3 26.87 1.5 081 16.1 File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 16 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 13 H1 -3 500 8 lx(tee-Br)=65.1 4.72 140 36 412 -3 500 8.55 65.1 0.0014 0 69.82 0.1 412 -3 -12.2 8 207.31 140 36.1 413-0 -3 487.8 8.55 0 0.0013 0 207.31 0.3 413-0 -3 0 8 0.96 36.4 Gate A2360 413-I -3 487.8 0 0 0.1036 0 *** 0.96 0.1 413-I -3 0 8 lx(elbow.22.5)=8.37 533.79 140 36.5 422 -3 487.8 8.55 2x(tee-Br)=130.2 204.78 0.0013 0 2x(90 ell)=49.48 738.57 1 1x(45ell)=16.74 422 37.4 Path No: 14 078 16.5 0 4 3x(90 ell)=28.01 31.01 120 15.8 033 18.92 50.6 4.31 lx(tee-Br)=23.41 51.43 0.0007 -1 82.44 0.1 033 18.92 -24.1 4 lx(tee-Br)=23.41 10 120 14.8 031 18.92 26.5 4.31 23.41 0.0002 0 33.41 0 031 18.92 0 2 lx(tee-Br)=13.64 48.62 120 14.8 020 18.74 26.5 2.203 2x(elbow.22.5)=2.73 16.37 0.0059 0.1 64.99 0.4 020 18.74 24.1 4 7x(90 ell)=65.36 61.86 120 15.3 008 15.67 50.6 4.31 65.36 0.0007 1.3 127.22 0.1 008 15.67 0 4 0.87 120 16.7 007 15.67 50.6 4.26 0 0.0008 0 0.871 1 0 007 16.7 Path No: 15 082 16.5 0 2 2x(tee-Br)=27.28 101.71 120 16.4 170 15.67 22 2.203 2x(90 ell)=13.64 45.01 0.0042 0.4 3x(elbow.22.5)=4.09 146.72 0.6 170 17.3 Path No: 16 124 16.5 0 2 2x(tee-Br)=27.28 101.7 120 16.6 050 15.67 22.9 2.203 2x(90 ell)=13.64 43.64 0.0045 0.4 2x(elbow.22.5)=2.73 145.34 0.7 050 17.6 File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 17 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 17 099 16.5 0 2 2x(tee-Br)=27.28 101.71 120 16.9 051 15.67 24.7 2.203 2x(90 ell)=13.64 45.01 0.0052 0.4 3x(elbow.22.5)=4.09 146.72 0.8 051 18 Path No: 18 098 16.5 0 2 2x(tee-Br)=27.28 101.71 120 17.1 052 15.67 27.6 2.203 2x(90 ell)=13.64 45.01 0.0064 0.4 3x(elbow.22.5)=4.09 146.72 0.9 052 18.4 Path No: 19 097 16.5 0 2 2x(tee-Br)=27.28 101.71 120 17.2 053 15.67 31.4 2.203 2x(90 ell)=13.64 45.01 0.008 0.4 3x(elbow.22.5)=4.09 146.72 1.2 053 18.8 Path No: 20 096 16.5 0 2 2x(tee-Br)=27.28 101.71 120 17.4 054 15.67 36 2.203 2x(90 ell)=13.64 45.01 0.0104 0.4 3x(elbow.22.5)=4.09 146.72 1.5 054 19.3 Path No: 21 095 16.5 0 2 2x(tee-Br)=27.28 101.7 120 17.5 055 15.67 41.6 2.203 2x(90 ell)=13.64 43.64 0.0136 0.4 2x(elbow.22.5)=2.73 145.34 2 055 19.8 Path No: 22 094 16.5 0 2 2x(tee-Br)=27.28 101.7 120 17.6 056 15.67 47.7 2.203 2x(90 ell)=13.64 43.64 0.0175 0.4 2x(elbow.22.5)=2.73 145.34 2.5 056 20.5 Path No: 23 100 18.74 0 4 2x(tee-Br)=46.83 9.1 120 17.1 123 18.74 69.2 4.31 46.83 0.0013 0 55.93 0.1 123 18.74 0 2 lx(tee-Br)=13.64 49.7 120 17.2 135 18.74 69.2 2.203 2x(elbow.22.5)=2.73 16.37 0.0348 0 66.07 2.3 135 18.74 0 4 12.5 120 19.5 137 18.74 69.2 4.31 0 0.0013 0 12.5 0.0 137 19.5 File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 18 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiY2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 24 412 -3 0 8 8.18 140 36.1 411 -3 12.2 8.55 0 0 0 8.18 0 411 36.1 Path No: 25 033 18.92 0 2 2x(tee-Br)=27.28 48.62 120 14.8 044 18.74 24.1 2.203 2x(elbow.22.5)=2.73 30.01 0.0049 0.1 78.63 0.4 044 18.74 0 4 10 120 15.3 020 18.74 24.1 4.31 0 0.0002 0 101 1 0 020 15.3 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 13.99 ft/s occurs in the following pipe(s): (162-056) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 19 Job : RAMO BUSINESS PARK LOT 15BLDG B Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 55 50 45 40 35 30 3 y N L 25 a 20 15 10 5 0 EI 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a Flow,gpm Pressure Loss Function Design Area: 1; BFP Ref.: 521 (Ames Deringer 30, Size = 6); Inlet Node: 407-I; Outlet Node: 407-0 14.62 13.62 12.62 11.62 10.62 9.62 N Q 8.62 L W 7.62 N i 6.62 — a 5.62 4.7 psi @ 760.4 gpm 4.62 3.62 2.62 1.62 0.62 0 0 0 0 0 0 0 0 Flow,gpm File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 20 Job: RAMO BUSINESS PARK LOT 15BLDG B Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 522 (Gate A2360, Size = 6); Inlet Node: 410-I; Outlet Node: 410-0 y 0.766 M ti L 3 N y N 0.266 0.1 psi @ 760.4 gpm 0 0 0 0 0 0 0 0 o 0 Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 523 (Gate A2360, Size = 8); Inlet Node: 413-I; Outlet Node: 413-0 .N 0.8 31 ti L 3 W y N i a 0.331- 0.1 psi @ 487.8 gpm 0 0 0 0 0 0 N o 0 0 o Flow,gpm File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 21 Job: RAMO BUSINESS PARK LOT 15BLDG B Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 524 (Gate A2360, Size = 8); Inlet Node: 423-I; Outlet Node: 423-0 .y 0.8 31 Q N L 3 N y N i a 0.331 0.1 psi @ 772.6 gpm 0 0 0 0 0 0 N o 0 0 o Flow,gpm File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 22 CALCULATION SUMMARY Project Name: RAMO BUSINESS PARK LOT 15BLDG B Project Location: 166TH PL NE Contract No. : City: ARLINGTON, WA Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ft2) (gpm) (psi) (gpm/ftz) (psi) (gpm) # (gpm) (psi) 2 Demand (HW) LH 888 200.2 Required 0.1 7 14.8 6 100 20.9 28.9 File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/1 1/2023 Copyright©2002-2012 Tyco Fire Protection Products Pagel HYDRAULIC CALCULATIONS for Job Information Project Name: RAMO BUSINESS PARK LOT 15BLDG B Contract No. : City: ARLINGTON, WA Project Location: 166TH PL NE Date:3/11/2023 Contractor Information Name of Contractor: Address: City: Phone Number: E-mail: Name of Designer: Authority Having Jurisdiction: Design Remote Area Name 2 Remote Area Location AUXILIARY DRY SYSTEM Occupancy Classification LH Density(gpm/ft2) 0.1 Area of Application(ft2) 888 Coverage per Sprinkler(ft2) 148 Number of Calculated Sprinklers 6 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl. Hose Streams)(gpm) 200.2 Required Pressure at Source(psi) 28.9 Type of System Dry Volume-Downstream DPV (gal) 9.2 gal Water Supply Information Date 03/02/2023 Location 3806 166TH PL. N.E. Source W1 Notes ENTIRE COVERED SEATING AREA File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job : RAMO BUSINESS PARK LOT 15BLDG B Node Labels: Off Pipe Labels: Off Diagram for Design Area : 2 (Optimized Hvdraulic Simplified) File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/1 1/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Analysis for : 2 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow(gpm) Pressure(psi) 0 50 1040 45 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source Pressure Pressure (Psi) (psi) (gpm) (psi) (gpm) (Psi) W1 50 45 1040 49.8 200.2 28.9 Hoses Inside Hose Flow/Standpipe Demand(gpm) 0 Outside Hose Flow(gpm) 100 Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) 0 - - - - Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 100.2 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow(gpm) 100.2 Other Required Margin of Safety(%) 10 W1 -Pressure(psi) 28.9 W1 -Flow(gpm) 200.2 Demand w/o System Pump(s) N/A File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/1 1/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job : RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Analysis for : 2 a Supply* Supply;safety Pressure 15 System Demand • Available At Source 70 60 49.8 psi @ 200.2 gpm 50 � S2444 1-- N 40 O . .................. ................................................................................................................................................................................................................................................................................................................ 7 - rn N N d 30 D2 2 D1 0 300 400 500 600 700 800 900 1000 1100 Flow,gpm File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright @ 2002-2012 Tyco Fire Protection Products Page 5 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Analysis for : 2 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 50 S2 Supply point#2-Residual 1040 45 D1 Elevation Pressure 0 6.5 D2 I System Demand 200.2 28.9 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 49.5 285 20.9 200.2 Supply;Safety Pressure 44.6 267 15.9 200.2 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ftz) (gpm/psi1/2) (gpm/ftz) (gpm) (psi) (gpm/ftz) (gpm) (psi) 201 Overhead 148 5.6 0.1 14.8 7 0.1 14.8 7 Sprinkler 202 Overhead 148 5.6 0.1 14.8 7 0.107 15.9 8 Sprinkler 203 Overhead 148 5.6 0.1 14.8 7 0.11 16.3 8.4 Sprinkler 204 Overhead 148 5.6 0.1 14.8 7 0.116 17.2 9.5 Sprinkler 205 Overhead 148 5.6 0.1 14.8 7 0.119 17.5 9.8 Sprinkler 206 Overhead 148 5.6 0.1 14.8 7 0.125 18.5 10.9 Sprinkler File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/1 1/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi'/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 201 Overhead Sprinkler 5.6 14.8 148 7 7 11.89 HEAD Open 0.0 0.1 -6.5 14.8 202 Overhead Sprinkler 5.6 15.9 148 8 7 10.16 HEAD Open 1.1 0.107 -5.7 14.8 203 Overhead Sprinkler 5.6 16.3 148 8.4 7 10.16 HEAD Open 1.5 0.11 -5.7 14.8 204 Overhead Sprinkler 5.6 17.2 148 9.5 7 10.15 HEAD Open 2.4 0.116 -5.7 14.8 205 Overhead Sprinkler 5.6 17.5 148 9.8 7 11.89 HEAD Open 2.7 0.119 -6.5 14.8 206 Overhead Sprinkler 5.6 18.5 148 10.9 7 10.15 HEAD Open 3.7 0.125 -5.7 14.8 002 Node 9.1 9.67 NODE -5.5 003 Node 9.5 9.67 NODE -5.5 005 Node 10.6 9.67 NODE -5.5 006 Node 12.3 9.67 NODE -5.5 033 Node 15.8 18.92 NODE -9.5 031 Node 15.8 18.92 NODE -9.5 044 Node 15.9 18.74 NODE -9.4 020 Node 15.9 18.74 NODE -9.4 148 Node 16 18.78 NODE -9.4 100 Node 16 18.74 NODE -9.4 123 Node 16 18.74 NODE -9.4 135 Node 16 18.74 NODE -9.4 137 Node 16 18.74 NODE -9.4 017 Node 16.9 16.5 NODE -8.4 019 Node 16.9 16.5 NODE -8.4 078 Node 16.9 16.5 NODE -8.4 079 Node 16.9 16.5 NODE -8.4 080 Node 16.9 16.5 NODE -8.4 081 Node 16.9 16.5 NODE -8.4 File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/1 1/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi'/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 082 Node 16.9 16.5 NODE -8.4 124 Node 16.9 16.5 NODE -8.4 099 Node 16.9 16.5 NODE -8.4 098 Node 16.9 16.5 NODE -8.4 097 Node 16.9 16.5 NODE -8.4 096 Node 16.9 16.5 NODE -8.4 095 Node 16.9 16.5 NODE -8.4 094 Node 16.9 16.5 NODE -8.4 008 Node 17.3 15.67 NODE -8.1 007 Node 17.3 15.67 NODE -8.1 173 Node 17.3 15.67 NODE -8.1 172 Node 17.3 15.67 NODE -8.1 171 Node 17.3 15.67 NODE -8.1 170 Node 17.3 15.67 NODE -8.1 050 Node 17.3 15.67 NODE -8.1 051 Node 17.3 15.67 NODE -8.1 052 Node 17.3 15.67 NODE -8.1 053 Node 17.3 15.67 NODE -8.1 054 Node 17.3 15.67 NODE -8.1 055 Node 17.4 15.67 NODE -8.1 056 Node 17.4 15.67 NODE -8.1 162 Node 17.4 15.67 NODE -8.1 O11 Node 17.9 9.67 NODE -5.5 012-0 Node 19.6 6.32 NODE -4 012-I Node 20.1 5.3 NODE -3.6 File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/1 1/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi'/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 157 Node 20.2 9.27 NODE -5.3 013-0 Node 20.5 4.47 NODE -3.2 013-I Node 20.8 4.15 NODE -3.1 407-0 Node 20.9 7.68 NODE -4.6 407-I Node 25.4 4.34 NODE -3.2 408 Node 27.1 0.5 NODE -1.5 410-0 Node 28.6 -3 NODE 0 410-I Node 28.7 -3 NODE 0 H1 Outside Hose 100 28.7 -3 HOSE 0 100 412 Node 28.7 -3 NODE 0 411 Node 28.7 -3 NODE 0 413-0 Node 28.8 -3 NODE 0 423-0 Node 28.8 -3 NODE 0 413-I Node 28.9 -3 NODE 0 423-I Node 28.9 -3 NODE 0 422 Node 28.9 -3 NODE 0 wl Supply -200.2 28.9 -3 SUPPLY 0 File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/1 1/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 201 11.89 5.6 14.8 1.25 12.13 100 7 202 10.16 5.6 14.8 1.442 0 0.0221 0.8 12.13 0.3 202 10.16 5.6 15.9 1.25 lx(tee-Br)=5.3 1.94 100 8 002 9.67 30.7 1.442 lx(90 ell)=2.65 7.95 0.0852 0.2 9.88 0.8 002 9.67 0 1.5 12 100 9.1 003 9.67 30.7 1.728 0 0.0353 0 12 0.4 003 9.67 16.3 1.5 lx(90 ell)=4.02 10.51 100 9.5 005 9.67 46.9 1.728 4.02 0.0776 0 14.53 1.1 005 9.67 17.2 1.5 12 100 10.6 006 9.67 64.2 1.728 0 0.1385 0 12 1.7 006 9.67 36.1 1.5 2x(90 ell)=8.05 9.6 100 12.3 011 9.67 100.2 1.728 8.05 0.3164 0 17.65 5.6 Oil 9.67 0 2.5 lx(90 ell)=4.56 3.59 100 17.9 012-0 6.32 100.2 2.705 4.56 0.0357 1.4 8.15 0.3 012-0 6.32 0 2.5 1.02 19.6 DPV-1 012-I 5.3 100.2 0 0 0.0494 0.4 *** 1.02 0.1 012-I 5.3 0 2.5 0.83 120 20.1 013-0 4.47 100.2 2.705 0 0.0255 0.4 0.83 0.0 013-0 4.47 0 2.5 0.32 20.5 Btfly149225 013-I 4.15 100.2 0 0 0.6163 0.1 *** 0.32 0.2 013-I 4.15 0 2.5 lx(tee-Br)=16.07 18.93 120 20.8 017 16.5 100.2 2.705 3x(90 ell)=19.19 35.25 0.0255 -5.4 54.18 1.4 017 16.5 0 4 0.66 120 16.9 019 16.5 100.2 4.31 0 0.0026 0 0.66 0 019 16.5 -17.1 4 2.71 120 16.9 078 16.5 83.2 4.31 0 0.0019 0 2.71 0 078 16.5 -6.7 4 9 120 16.9 079 16.5 76.5 4.31 0 0.0016 0 9 0.0 079 16.5 -6 4 9 120 16.9 080 16.5 70.5 4.31 0 0.0014 0 9 0.0 080 16.5 -5.4 4 8.92 120 16.9 081 16.5 65.1 4.31 0 0.0012 0 8.92 0.0 File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 081 16.5 -4.9 4 8.83 120 16.9 082 16.5 60.2 4.31 0 0.001 0 8.83 0 082 16.5 -4.6 4 8.83 120 16.9 124 16.5 55.6 4.31 0 0.0009 0 8.83 0 124 16.5 -4.5 4 8.83 120 16.9 099 16.5 51.1 4.31 0 0.0008 0 8.83 0 099 16.5 -4.4 4 8.83 120 16.9 098 16.5 46.7 4.31 0 0.0006 0 8.83 0 098 16.5 -4.6 4 8.83 120 16.9 097 16.5 42.1 4.31 0 0.0005 0 8.83 0 097 16.5 -4.9 4 9 120 16.9 096 16.5 37.2 4.31 0 0.0004 0 9 0 096 16.5 -5.4 4 9.17 120 16.9 095 16.5 31.9 4.31 0 0.0003 0 9.17 0 095 16.5 -6 4 9.17 120 16.9 094 16.5 25.9 4.31 0 0.0002 0 9.17 0 094 16.5 -6.7 4 6x(90 ell)=56.03 52.74 120 16.9 100 18.74 19.2 4.31 56.03 0.0001 -1 108.77 0.0 100 18.74 -9.5 4 lx(tee-Br)=23.41 3.44 120 16 148 18.78 9.6 4.31 1x(90 ell)=9.34 32.75 0.0000 0.0 36.19 0 148 18.78 0 2 lx(tee-Br)=13.64 49.7 120 16 137 18.74 9.6 2.203 2x(elbow.22.5)=2.73 16.37 0.0009 0.0 66.06 0.1 137 18.74 9.5 4 lx(tee-Br)=23.41 33.7 120 16 157 9.27 19.2 4.31 4x(90 ell)=37.35 60.77 0.0001 4.1 94.46 0.0 157 9.27 81.1 6 1x(90 ell)=12.7 7.95 120 20.2 407-0 7.68 100.2 6.357 lx(tee-Br)=31.81 44.51 0.0004 0.7 52.46 0.0 407-0 7.68 0 6 3.34 20.9 Ames 407-I 4.34 100.2 0 0 0.9335 1.4 Deringer 30 3.34 3.1 *** 407-I 4.34 0 6 3.84 120 25.4 408 0.5 100.2 6.357 0 0.0004 1.7 3.84 0 408 0.5 0 6 1x(90 ell)=17.45 11.75 140 27.1 410-0 -3 100.2 6.4 17.45 0.0003 1.5 29.2 0 File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 410-0 -3 0 6 0.88 28.6 Gate A2360 410-I -3 100.2 0 0 0.1143 0 *** 0.88 0.1 410-I -3 0 6 lx(tee-Br)=43.72 8.94 140 28.7 411 -3 100.2 6.4 43.72 0.0003 0 52.66 0.0 411 -3 22.4 8 1x(90 ell)=24.74 313.04 140 28.7 423-0 -3 122.7 8.55 24.74 0.0001 0 337.77 0.0 423-0 -3 0 8 0.96 28.8 Gate A2360 423-I -3 122.7 0 0 0.1044 0 *** 0.96 0.1 423-I -3 0 8 lx(tee-Br)=65.1 1.34 140 28.9 422 -3 122.7 8.55 65.1 0.0001 0 66.441 1 0 422 -3 77.6 8 0.5 140 28.9 W1 -3 200.2 8.55 0 0.0003 0 0.5 0 W 1 28.9 Path No: 2 203 10.16 5.6 16.3 1 lx(tee-Br)=3.56 1.94 100 8.4 003 9.67 16.3 1.049 1x(90 ell)=1.43 4.99 0.1239 0.2 6.93 0.9 003 9.5 Path No: 3 204 10.15 5.6 17.2 1 lx(tee-Br)=3.56 1.93 100 9.5 005 9.67 17.2 1.049 1x(90 ell)=1.43 4.99 0.1379 0.2 6.92 1 005 10.6 Path No: 4 205 11.89 5.6 17.5 1.25 12.13 100 9.8 206 10.15 5.6 17.5 1.442 0 0.0303 0.8 12.13 0.4 206 10.15 5.6 18.5 1.25 lx(tee-Br)=5.3 1.93 100 10.9 006 9.67 36.1 1.442 1x(90 ell)=2.65 7.95 0.1151 0.2 9.88 1.1 006 12.3 File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 5 H1 -3 100 8 lx(tee-Br)=65.1 4.72 140 28.7 412 -3 100 8.55 65.1 0.0001 0 69.82 0 412 -3 -22.4 8 207.31 140 28.7 413-0 -3 77.6 8.55 0 0.0000 0 207.31 0 413-0 -3 0 8 0.96 28.8 Gate A2360 413-I -3 77.6 0 0 0.1044 0 *** 0.96 0.1 413-I -3 0 8 lx(elbow.22.5)=8.37 533.79 140 28.9 422 -3 77.6 8.55 2x(tee-Br)=130.2 204.78 0.0000 0 2x(90 ell)=49.48 738.57 0.0 1x(45ell)=16.74 422 28.9 File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 13 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 6 019 16.5 0 4 3x(90 ell)=28.01 28.3 120 16.9 033 18.92 17.1 4.31 lx(tee-Br)=23.41 51.43 0.0001 -1 79.73 0 033 18.92 -8.1 4 lx(tee-Br)=23.41 10 120 15.8 031 18.92 8.9 4.31 23.41 0.0000 0 33.41 0 031 18.92 0 2 lx(tee-Br)=13.64 48.62 120 15.8 020 18.74 8.9 2.203 2x(elbow.22.5)=2.73 16.37 0.0008 0.1 64.99 0.1 020 18.74 8.1 4 7x(90 ell)=65.36 61.86 120 15.9 008 15.67 17.1 4.31 65.36 0.0001 1.3 127.22 0.0 008 15.67 0 4 0.87 120 17.3 007 15.67 17.1 4.26 0 0.0001 0 0.87 0 007 15.67 6.7 4 9 120 17.3 173 15.67 23.8 4.26 0 0.0002 0 9 0 173 15.67 6 4 9 120 17.3 172 15.67 29.7 4.26 0 0.0003 0 9 0 172 15.67 5.4 4 8.92 120 17.3 171 15.67 35.1 4.26 0 0.0004 0 8.92 0 171 15.67 4.9 4 8.83 120 17.3 170 15.67 40.1 4.26 0 0.0005 0 8.83 0 170 15.67 4.6 4 8.83 120 17.3 050 15.67 44.7 4.26 0 0.0006 0 8.83 0 050 15.67 4.5 4 8.83 120 17.3 051 15.67 49.1 4.26 0 0.0007 0 8.83 0 051 15.67 4.4 4 8.83 120 17.3 052 15.67 53.6 4.26 0 0.0009 0 8.83 0 052 15.67 4.6 4 8.83 120 17.3 053 15.67 58.1 4.26 0 0.001 0 8.83 0 053 15.67 4.9 4 9 120 17.3 054 15.67 63 4.26 0 0.0012 0 9 0.0 054 15.67 5.4 4 9.17 120 17.3 055 15.67 68.4 4.26 0 0.0014 0 9.17 0.0 055 15.67 6 4 9.17 120 17.4 056 15.67 74.4 4.26 0 0.0016 0 9.17 0.0 File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 14 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 6 056 15.67 6.7 4 2.39 120 17.4 162 15.67 81.1 4.26 0 0.0019 0 2.39 0 162 15.67 0 6 2x(90 ell)=25.4 28.74 120 17.4 157 9.27 81.1 6.357 25.4 0.0003 2.8 54.141 1 0.0 157 20.2 Path No: 7 078 16.5 0 2 2x(tee-Br)=27.28 101.71 120 16.9 007 15.67 6.7 2.203 2x(90 ell)=13.64 45.01 0.0005 0.4 3x(elbow.22.5)=4.09 146.72 0.1 007 17.3 Path No: 8 079 16.5 0 2 2x(tee-Br)=27.28 101.71 120 16.9 173 15.67 6 2.203 2x(90 ell)=13.64 45.01 0.0004 0.4 3x(elbow.22.5)=4.09 146.72 0.1 173 17.3 Path No: 9 080 16.5 0 2 2x(tee-Br)=27.28 101.71 120 16.9 172 15.67 5.4 2.203 2x(90 ell)=13.64 45.01 0.0003 0.4 3x(elbow.22.5)=4.09 146.72 0.0 172 17.3 Path No: 10 081 16.5 0 2 2x(tee-Br)=27.28 101.71 120 16.9 171 15.67 4.9 2.203 2x(90 ell)=13.64 45.01 0.0003 0.4 3x(elbow.22.5)=4.09 146.72 0.0 171 17.3 Path No: 11 082 16.5 0 2 2x(tee-Br)=27.28 101.71 120 16.9 170 15.67 4.6 2.203 2x(90 ell)=13.64 45.01 0.0002 0.4 3x(elbow.22.5)=4.09 146.72 0.0 170 17.3 Path No: 12 124 16.5 0 2 2x(tee-Br)=27.28 101.7 120 16.9 050 15.67 4.5 2.203 2x(90 ell)=13.64 43.64 0.0002 0.4 2x(elbow.22.5)=2.73 145.34 0.0 050 17.3 File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 15 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 13 099 16.5 0 2 2x(tee-Br)=27.28 101.71 120 16.9 051 15.67 4.4 2.203 2x(90 ell)=13.64 45.01 0.0002 0.4 3x(elbow.22.5)=4.09 146.72 0.0 051 17.3 Path No: 14 098 16.5 0 2 2x(tee-Br)=27.28 101.71 120 16.9 052 15.67 4.6 2.203 2x(90 ell)=13.64 45.01 0.0002 0.4 3x(elbow.22.5)=4.09 146.72 0.0 052 17.3 Path No: 15 097 16.5 0 2 2x(tee-Br)=27.28 101.71 120 16.9 053 15.67 4.9 2.203 2x(90 ell)=13.64 45.01 0.0003 0.4 3x(elbow.22.5)=4.09 146.72 0.0 053 17.3 Path No: 16 096 16.5 0 2 2x(tee-Br)=27.28 101.71 120 16.9 054 15.67 5.4 2.203 2x(90 ell)=13.64 45.01 0.0003 0.4 3x(elbow.22.5)=4.09 146.72 0.0 054 17.3 Path No: 17 095 16.5 0 2 2x(tee-Br)=27.28 101.7 120 16.9 055 15.67 6 2.203 2x(90 ell)=13.64 43.64 0.0004 0.4 2x(elbow.22.5)=2.73 145.34 0.1 055 17.4 Path No: 18 094 16.5 0 2 2x(tee-Br)=27.28 101.7 120 16.9 056 15.67 6.7 2.203 2x(90 ell)=13.64 43.64 0.0005 0.4 2x(elbow.22.5)=2.73 145.34 0.1 056 17.4 Path No: 19 100 18.74 0 4 2x(tee-Br)=46.83 9.1 120 16 123 18.74 9.5 4.31 46.83 0.0000 0 55.93 0 123 18.74 0 2 lx(tee-Br)=13.64 49.7 120 16 135 18.74 9.5 2.203 2x(elbow.22.5)=2.73 16.37 0.0009 0 66.07 0.1 135 18.74 0 4 12.5 120 16 137 18.74 9.5 4.31 0 0.0000 0 12.5 0 137 16 File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 16 Job: RAMO BUSINESS PARK LOT 15BLDG B Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiY2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 20 412 -3 0 8 8.18 140 28.7 411 -3 22.4 8.55 0 0 0 8.18 0 411 28.7 Path No: 21 033 18.92 0 2 2x(tee-Br)=27.28 48.62 120 15.8 044 18.74 8.1 2.203 2x(elbow.22.5)=2.73 30.01 0.0007 0.1 78.63 0.1 044 18.74 0 4 10 120 15.9 020 18.74 8.1 4.31 0 0.0000 0 101 1 0 020 15.9 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 13.71 ft/s occurs in the following pipe(s): (011-006) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 17 Job : RAMO BUSINESS PARK LOT 15BLDG B Device Graphs Pressure vs. Flow Function Design Area: 2; Supply Ref.: W1; Supply Name:W1 55 50 45 40 35 30 3 to N L 25 a 20 15 10 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a Flow,gpm Pressure Loss Function Design Area: 2; BFP Ref.: 521 (Ames Deringer 30, Size = 6); Inlet Node: 407-I; Outlet Node: 407-0 14.62 13.62 12.62 11.62 10.62 9.62 N Q 8.62 L W 7.62 N i 6.62 a 5.62 4.62 3.1 psi @ 100.2 gpm 3.62 2.62 1.62 0.62 0 0 0 0 0 0 0 0 Flow,gpm File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 18 Job: RAMO BUSINESS PARK LOT 15BLDG B Device Graphs Pressure Loss Function Design Area: 2; DPV Ref.: 520 (DPV-1, Size = 2.5); Inlet Node: 012-I; Outlet Node: 012-0 8.9 7.9 6.9 U) 5.9 M d N 4.9 to d fZ 3.9 2.9 1.9 0.9 0.1 psi @ 100.2 gpm O o 0 0 0 0 O O v O N Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 519 (Btfly149225, Size = 2.5); Inlet Node: 013-I; Outlet Node: 013-0 2.8 2.3 N L to to N i d 1.3 0.8 0.2 psi @ 100.2 gpm 0.3 7 N O O Flow,gpm File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 19 Job: RAMO BUSINESS PARK LOT 15BLDG B Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 522 (Gate A2360, Size = 6); Inlet Node: 410-I; Outlet Node: 410-0 y 0.766 M ti L 3 N y N 0.266 0.1 psi @ 100.2 gpm 0 0 0 0 0 0 0 0 o 0 Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 523 (Gate A2360, Size = 8); Inlet Node: 413-I; Outlet Node: 413-0 .N 0.8 31 ti L 3 W y N i a 0.331 0.1 psi @ 77.6 gpm 0 0 0 0 0 0 N o 0 0 o Flow,gpm File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 20 Job: RAMO BUSINESS PARK LOT 15BLDG B Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 524 (Gate A2360, Size = 8); Inlet Node: 423-I; Outlet Node: 423-0 .y 0.8 31 Q N L 3 N y N i a 0.331 0.1 psi @ 122.7 gpm 0 0 0 0 N o Flow,gpm File:C:\Users\yates\Documents\dwg2\burns\Ramo Building B\Ramo Building B Arlington.dwg Date 3/11/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 21