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17309 40TH AVENUE NE_BLD2353_2026
Ar{Z OI N Ja� NeMO 2 n3 c p Ka - < 1� ua 1 ��• ►H`l� °�v� to JV.T- IrT - r ' v • L r a. C _. ��=�i4�N'�lt7i.a..�t:� '_ _" tir„e .._. t �- / '{l1'a+•� ,.'qg'�•':�T �.•?...^ � t;r •• �Dlf a ��r�ti �r �'� T 1 1^ ..7� K• F t •� � _ 1�'T; i�{�� -�.� �i' �-�•`i'm' �;,' � �fi+., �1 � �4L1 C. .c+•t�" � � 1�t0Jc�A L� wv 11 vRLN N�i' �$ cam► K^� M 3 PL, �'o ,c��D oW6 MARS=N y ve,V,:ru e4.,P- ^9r, r - � A9 a pr'Oevang arehimCt top over Iay�tR, I Say it iS lee, + w- t One of two gates through wall: ( portlin9 layout I have add�p� ira this ` ' , m s r9 u T Clearly meant for acceed(P► f aerial view was. the initial intent the rest of the parking... jig t 1 rose ara1 hm"I. 0 irs. Ca4 Is d•*04V dri ••� «j�'Pf1af AyF'.p r� nr}n �SL � r f • L 1 Y', - I, ' f I sRa idMC Gdl f. Nj 1 .� 'I ��•'1r `Itotr�Brill/ � � iI� �i u -AU I k I�nlGilClatnn ',J19E6� � Er � - — --A-- ` ��iir > _ )R1tgCl�/.Iri + 1570 ice, I�ItI ��1__`lllq?.)3;,�'•i:^.� il'i '1rd11 :17dfsti NOTICE- TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL 7 CORRECTIONS REQUIRED ❑ DO NOT OCCUPY .APPROVED PERMIT#: Epp '7 10 1 AM/PM DATE: JOB ADDRESS: LOT#: PROjECT:Ce_�o-r oo.ntq- Ao+5 TYPE OF INSPECTION: SPr.,LUe,r Clive r 4—kjdro �— OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION Spr.-IiAw "'Ord 6X- THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 yv�,Ice_ ✓Ka I cc.Le--. F,re,►MG,s knJ 1-15_lao 2L6 INSPECTOR DATE Cl PLANNING Cl CIVIL 0 BUILDING CITY OF ARLINGTON - NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY 3(APPROVED PERMIT#: a353 LOT#: I DATE: JOB ADDRESS: 1736cI Aje, ✓le TYPE OF INSPECTION:S ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. Cl CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION �YC, SPr.n�lsr �yd�� a•� Co�v/ � ��S� cr,Y�� r�SUN; S�� '�iqI �sK� 311�f �ee�, a�iy,r� coaca.li sc)atC gpr,v\1r,�s..� o� �to�cv•,�baS+�6lP I� : 'n,s�v �l THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 r►,1cc yyt�ktL ,Frc- m—/," � 1a-13-19 INSPECTOR DATE O BUILDING DEPT. 0 PLANNING DEPT. r , CITY OF ARLINGTON , �.: NOTICE— TO PERMITEE AND/OR OWNER PARTIAL APPROVAL Cl CORRECTIONS REQUIRED Cl DO NOT OCCUPY ❑ APPROVED PERMIT#: 1353 I LOT#: DATE: /I-o y- a o l 9 JOB ADDRESS: 1130q SVo-ftn ►4v1- 41r, TYPE OF INSPECTION:S r.v�l��� Z �La uai ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. Cl STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION ,re, 5 r,,,U.-i hvArb agil Cipvee l n b Is 4 ��our �'l-i� �P1e�G.�� -} ha►I�r' b[� Vx fj rU peas C THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 Inn !/-y-le, INSPECTOR DATE O BUILDING DEPT. • •I PLANNING DEPT. CITY OF ARLINGTON ��f NOTICE Ir TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY PrAPPROVED PERMIT#: 1�76172 AM/PM DATE: JOB ADDRESS: 1_1 ' oot aG�N Q, (� LOT #: PROJECT: I (tiI/ PDI R TYPE OF INSPECTION: ✓(? Nx,,r 1V(, T�\Y1) �4JM OTHER: � U ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR D fE CAS ti OR. O PLANNING O CIVIL /BUILDING CITY OF ARLINGTON • <,v 5 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY OAPPROVED PERMIT#: 3 AM PM ;DATE: JOB ADDRESS: I-I N)Ci gCIC ,a Ue_ LOT#: PROJECT:CA3e-r Po..4 TYPE OF INSPECTION6pr,.',� 1-ca. jo—p"-.-awei�n� OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION Sar...�l� ltiydro d-cs,t,N I LAaf kForo THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR IDATE Cat� Off, O PLANNING O CIVIL O BUILDING CITY OF ARLINGTON ' a Inc. GillITY OF ARL1114GTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address: 17309 VFITI AVE'N(E.NE Permit N:2353 Parcel#:3 1052 100306900 Valuation:617060 H) OWNER APPLICANT CONTRACTOR Name:AMWA CEDAR POINTE FUND LP Name:Unlimited Mechanical,Inc. Name:UNLIMITED MECHANICAL INC Address:30141 AGOURA RD STE /CHI Address:PO Box 1457 Address: 19221 63rd Avenue NE 42 City,State Zip:AGOURA HILLS,CA 91301 City.State Zip:Marysville.WA 98270 City,State Zip:Arlington,WA 98223 Phone: Phone:425-583-4775 Phone:425-593-4775 LIC: EXP: MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name:Unlimited Mechanical.Ine Name. Address: 19221 63rd Ave NE#2 Address: City,State,Zip:Arlington,WA 99223 City,State.Zip: Phone:425-583-4775 Phone: LIC#: UNLIMMI093M6 EXP: 05%13i2020 LIC'tr: EXP' JOB DESCRIPTION PF,RMITTYPE: Fire Sprinkler CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY: NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RrLAI-INC 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 ALI.FEES ARE PAID, IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPF.C-rION HAS BEEN MADE AND APPROVAL OR A('ERTIFICATE OF OCCUPANCY HAS BFF,N GRANTED. IBC'/1011RC110. SALES '1X NOTICE:Sales tax relating to construction and eonstniction at¢rials in the City of Arlington must be reported on your sales tax return firm and c 1 City tT rlington 11 / r Signat Print Name ure �I)a Reletiut y Date CONDITIONS I. Before requesting final approval of the installation the contractor shall furnish a written statement to the fire code official that the sprinkler system has been installed in accordance with the approved plans and has been tested in accordance with the manufacturers specification and appropriate installation standards. IFC 901.2.1, 901.5, 903.3. 2. One set of approved construction documents shall be kept on the site of the building work at all times while the work is in progress. IFC 105.4.6 3.Sprinkler system valves and alarms shall be supervised and monitored. IFC 903.4 4.This SAFEbuilt sprinkler system review is for the sprinkler system inside the building only and is based on the fire flow provided by others. This review does not include verification of the Fire Department Connection, the hydraulic calculation for the public water main outside the building, piping outside the building or the backflow preventer. This review acceptance will be based on the fire flow provide by others which does not include who did the test and where the tests was done. The water supply shall meet the requirements of 2015 IFC Section 507 & 903.5, NFPA 13 Chapter 24. 5.If changes occur from tenant Improvements that cause or should cause changes to the fire suppression system(s) additional reviews will have to occur to meet both IFC Fire Codes and NFPA t3 standards. 6.The sprinkler system shall be installed, tested and approved before any portion of the building is occupied. IFC 3314. TA hydraulic Design Information Sign or a general information sign used to determine system design relevant to the inspection, testing and maintenance required by NFPA 25 shall be installed on each sprinkler riser suppling the corresponding hdraulic design area as required by NFPA 13 section 25.5. 8.Fire Protection Equipment shall be identified with approved signs per IFC section 509 & 2016 NFPA t3 section 6.9. 9.Approval of the sprinkler system shall be per 2016 NFPA 13 section 25.1. 1 O.The sprinkler system installation acceptance test shall be per IFC 901.5 and NFPA Chapter 25. THIS PERMIT AUTIIOR17.S ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description 5/2/2019 Fire Review Fee Fee Amount 5/2/2019 Fire Review Fee $100.00 5/2/2019 Fire Sprinkler Fee $100.00 5/2/2019 Processing/Technology Fee $5,901.41 $25.00 Total Due: $6,126.41 Total Payment: $0.00 CALL FOR INSPECTIONS Balance Due: $6,126.41 BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon .F FIRE SPRINKLER PERMIT APPLICATION Department of Community&Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) SETS OF COMPLETE AND SCALED PLANS, TWO (2) SETS OF HYDRAULIC CALCULATIONS, TWO (2) SETS OF EQUIPMENT SPECIFICATIONS FOR EACH FIRE SPRINKLER PERMIT APPLICATION. INCLUDE ELECTRICAL PLANS WHERE APPLICABLE. ALSO INCLUDE SPECIFICATION SHEETS, WIRING DIAGRAMS (POINT TO POINT WIRING), AND ALL OTHER INFORMATION ON ALL EQUIPMENT TO BE INSTALLED PRIOR TO INSTALLATION. Type of Permit: ✓❑ New Fire Sprinkler ❑ Fire Sprinkler Add/Alt ❑ Underground Fire Line 3905 172nd St NE - Arlington Project Address: Parcel ID#: Project Valuation: 67,7060.00 Number of Heads: 2,715 Building Area(Sq Ft): Owner: AMWA Cedar Pointe Fund, LP Phone Number: Address: 30141 Agoura Rd #100 City:Agoura Hills State: CA Zip Code: 91301 Contact Person: Phone Number: Cell Phone: Email: Address: City: State: Zip Code: Contractor: Unlimited Mechanical, Inc. Phone Number. 425-583-4775 Address: PO Box 1457 City: Marysville State: WA Zip Code:98270 Contractor's License Number: UNLIMM1093M6 Expiration:05/13/2020 Shelley Johnson shelle Contact Person: Email:shelley@umifireprotection.com I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws,rules and regulation of the State of Washington. Applic n rgnature Date Pri6t4plicants Name 70 i c�nLf ' oc--,T'C4C:1 G�-, i`i5 l c'I C�l P,lo aCvo ' $S I) FOR STAFF USE ONLY Reeeiveel 23X�75 JAN 14 2019 Permit# Accepted By Amount Received Receipt# Date Received WEB Forms—131 Page 1 of 1 6/16LP v Home Espafiol Contact Industries Labor • Safety&Health O Claims&Insurance o Workplace Rights0 Trades Washington State Department of Labor & Industries UNLIMITED MECHANICAL INC Owner or tradesperson PO BOX 1457 Principals MARYSVILLE,WA 98270 360-657-2182 WILLIAMS,WAYNE DAVID,PRESIDENT SNOHOMISH County WILLIAMS,WARREN C,PRESIDENT (End:05/11/2010) Doing business as UNLIMITED MECHANICAL INC WA UBI No. Business type 601 329 467 Corporation Governing persons PATRICK H GARRITY WARREN CORTNEY WILLIAMS; WAYNE D WILLIAMS; License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties FIRE PROTECT SYSTEM License no. UNLIMM1093M6 Effective—expiration 07/26/1991—05/13/2020 Bond No bond accounts during the previous 6 year period. Insurance Federated Mutual Ins Co $1,000,000.00 Policy no. 9161886 Received by L&I Effective date 10/23/2018 12/01/2018 Expiration date 12/01/2019 Insurance history Savings ................. .... (in lieu of bond) $6,000.00 Received by L&I Effective date 07/29/2009 07/29/2009 Release date Impaired date N/A N/A Help us improve Savings account ID 47476822812705 (in lieu of bond) $4,000.00 Received by L&I Effective date 05/09/2002 07/26/1991 Release date Impaired date N/A N/A Savings account ID 36410063159 Savings history Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&t tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations Infraction no. EJURT00772 Satisfied Issue date RCW/WAC 10/27/2017 19.28.101 RCW Violation city Violation amount MARYSVILLE $250.00 Type of violation ELECTRICAL CITATION Description Failing to get an inspection or obtain a valid electrical/telecommunications work permit or post a provisional electrical work permit prior to beginning the electrical/telecommunication installation or alteration as referenced in WAC 296-4613-901. Infraction no. EJURT00771 Satisfied Issue date RCW/WAC 10/27/2017 19.28.041 RCW Violation city Violation amount MARYSVILLE $500.00 Type of violation ELECTRICAL CITATION Description Offering to perform,submitting a bid for, advertising,installing or maintaining cables, conductors or equipment that convey or utilize electrical current without having a valid electrical contractor license. Infraction no. EJURT00773 Satisfied Issue date RCW/WAC 10/27/2017 19.28.271 RCW Violation city Violation amount MARYSVILLE $250.00 Type of violation ELECTRICAL CITATION Description Employing an individual for the purposes of chapter 19.28 RCW who does not possess a valid certificate of competency or training certificate to do electrical work. n us improve Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 812,167-00 Doing business as UNLIMITED MECHANICAL INC Estimated workers reported Quarter 3 of Year 2018 7 to 10 Workers" L&I account contact T2/DALE RIUTTA(360)902-4834-Email:RIUD235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Fw-orkplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 08/08/2014 Violations Inspection no. 317382422 Location 19221 63rd Ave NE Arlington,WA 98223 •lccrss W N'ash�ngton Help us rnprove S improve I Permit Information Date 1/14/2019 Permit Number 2353 Project Name Cedar Point Fire Sprinkler Applicant Name Unlimited Mechanical,Inc. Applicant Address PO Box 1457 City,State,Zip Marysville,WA 98270 Contact Shelley Johnson Phone 425-583-4775 Email shelley@umifireprotection.com Permit Type Fire Sprinkler Site Address 3905 172nd St NE Valuation 677060.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Commercial Fire Sprinkler Number of Stories 0 Proposed Use Assigned To Raelynn Jones Property Parcel Address Legal Owner Owner Phone Zoning 31052100306300 13905 172nd St NE Baker Mor LLC-Reed Caudle 509-535-3668 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# UNLIMITED MECHANICAL INC IShelley Johnson 425-583-4775 helle umifire rotection 1CONTRACTOR -abor&Industires NLIMMI093M6 Review Date Type Description Tar et Date Completed Date Assigned To Status 1/14/2019 =ire Sprinkler 1/23/2019 uilding n Review 1/14/2019 -ire Sprinkler 1/23/2019 ire n Review '1/14/2019 :ire Sprinkler 1/23/2019 'W-Wat-Rev In Review Fees Fee Description Notes Amount Fire Review Fee 322.10.00.00 $100.00 Fire Sprinkler Fee 322.10.00.00 $5.901.41 Processin (fechnolo Fee 341.43.00.02 $25.00 Total $6 026.41 Notes Date Note 1/14/2019 JAII plans and mechanical details located in CED department Uploaded Files Upload File Date File Uploaded B 1/14/2019 1:48:38 PM 12353 Cedar Point Fire Sprinkler Appiicalion.pdf lJonos, Raelynn t APPLICATION STATUS ❑XXX Approved With Conditions ❑ APPROVED DATE: 4/30/19 APPLICANT. Shelley Johnson COMPANY. United Mechanical Inc. ADDRESS: P.O. Box 1457 Marysville, WA 98270 EMAIL: shelley@umifireprotection.com PHONE: 425-583-4775 PERMIT#: BLD2353 PROJECT: Cedar Point Fund, LP ADDRESS: 3905 172"d St NE,Arlington, WA CODES REVIEWED: ® 2015 IFC ® NFPA Standards 13 OCCUPANCY GROUP: R2 TYPE OF CONSTRUCTION: VA NUMBER OF STORIES: 4 The design documents submitted for this project have been reviewed for compliance with the locally adopted codes and amendments. Comments noted below are those that must be addressed during final field testing and inspection. Please understand that other review agencies/divisions may have revision comments, which are not contained within this Revision Letter. Please contact the local jurisdiction for a list of these agencies. l. Before requesting final approval of the installation the contractor shall furnish a written statement to the fire code official that the sprinkler system has been installed in accordance with the approved plans and has been tested in accordance with the manufacturers specification and appropriate installation standards. IFC 901.2.1, 901.59 903.3. 2. One set of approved construction documents shall be kept on the site of the building work at all times while the work is in progress. IFC 105.4.6 3. Sprinkler system valves and alarms shall be supervised and monitored. IFC 903.4 4. This SAFEbuilt sprinkler system review is for the sprinkler system inside the building only and is based on the fire flow provided by others. This review does not include verification of the Fire Department Connection, the hydraulic calculation for the public water main outside the building, piping outside the building or the backflow preventer. This review acceptance will be based on the fire flow provide by SAFEbuilt Washington Bellevue Office✓ i i .r others which does not inclu,,.'who did the test and where the tests wasdone. The water supply shall meet the requirements of 2015 IFC Section 507& 903.5,NFPA 13 Chapter 24. 5. If changes occur from tenant improvements that cause or should cause changes to the fire suppression system(s) additional reviews will have to occur to meet both IFC Fire Codes and NFPA 13 standards. 6. The sprinkler system shall be installed, tested and approved before any portion of the building is occupied. IFC 3314. 7. A hydraulic Design Information Sign or a general information sign used to determine system design relevant to the inspection, testing and maintenance required by NFPA 25 shall be installed on each sprinkler riser suppling the corresponding hdraulic design area as required by NFPA 13 section 25.5. 8. Fire Protection Equipment shall be identified with approved signs per IFC section 509 & 2016 NFPA 13 section 6.9. 9. Approval of the sprinkler system shall be per 2016 NFPA 13 section 25.1. 10. The sprinkler system installation acceptance test shall be per IFC 901.5 and NFPA Chapter 25. Sincerely, Aal rri a, Jo-v , PE Fire Protection Engineer 425-954-0311 SAFEbuilt 1621 114'h Ave SE, Ste 219 Bellevue WA 98004 SAFEbuilt Washington Bellevue Office✓ 1, I I 1 I Mega-Flow Greater hydraulics, greater value Wheatland's Mega-Flow is an engineered, light-wall steel sprinkler pipe that offers ID up to 7% larger than Schedule 10 and 11% larger than Schedule 40 for improved hydraulics. Mega-Flow saves freight, labor and installation costs with standard hanger spacing (15') and standard and custom lengths. With its proprietary mill coating, Mega-Flow is an excellent alternative to standard wall products so you can downsize your entire sprinkler system with ID up to 7% larger than the same or greater quality. Schedule 10 and 11% larger than Schedule 40 TECHNICAL DATA CHART WT./FT. WT./FT. WT./LIFT WT./LIFT WT./LIFT Saves freight, labor and NPS NOMID LBS. H2O FILLED PCS./LIFT 21' 24' 25' installation costs 11/4 1.530 1.108 1.904 61 1419 1622 1690 Standard hanger 11/2 1.740 1.556 2.586 61 1993 2278 2373 spacing (15') 2 2.215 1.961 3,631 37 1524 1741 1814 Available in standard 2'/° 2.707 2.504 4.998 30 1578 1803 1878 lengths; custom lengths 3 3.316 3.349 7.090 19 1336 1527 1591 can be ordered 4 4.316 4.331 10.669 19 1728 1975 2057 Roll groove available 6 6.395 8.000 21.900 10 1680 1920 2000 from mill inventory Proprietary mill coating SPECIFICATIONS provides superior NOM primer for printing NPS OD NOMID ULCRR* MEGA-FLOW Mega-Flow Schedule 10 Schedule 40 Mega-Flow Schedule 40 Nominal Pez/Lin wt./ft. 1'/4 1.660 1.530 1.442 1.380 1.80 1.00 1.108 61 11/a 1.900 1.740 1,682 1.610 2.64 1,00 1.556 61 2 2.375 2.215 2357 2.067 2.14 1.00 1.961 37 2'/2 2.875 2.707 2.635 2.469 1.43 1.00 2,504 30 3 3.500 3.316 3.260 3.068 1.34 1.00 3.349 19 4 4,500 4.316 4.260 4.026 1.00 1.00 4.331 19 6 6.625 6.395 6.357 6.065 .75 1.00 8.000 10 Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category VIZY. The CPR Is a ratio value used to measure the ability of a pipe to withstand corrosion.Threaded Schedule 40 steel pipe Is used as the benchmark(value of 7.0). Mega-Flow Meets or Exceeds These Standards: • ASTM A795,Type E,Grade A • NFPA 13,NFPA 14 • UL,C-UL and FM Listed for use with roll-grooved,plain-end couplings and welded joints for wet,dry preaction and deluge systems • FM Approved for roll-grooved,plain-end and welded joints for wet systems Schedule 10 and Schedule 40 High quality, high performance Wheatland's Schedule 10 and Schedule 40 steel fire sprinkler pipe are subjected to the toughest possible testing to ensure the highest possible quality-not to mention reliable, long-lasting performance. TECHNICAL DATA CHART WT./FT. WT./FT. WT./LIFT WT./LIFT WT./LIFT NPS NOM ID LBS. Hz0 FILLED PCS./LIFT 21' 24' 25' 11/a 1,442 1.807 2.514 61 2315 2645 2756 Proprietary mill coating 1�/, 1.682 2.087 3.049 61 2673 3055 3183 ensures clean, corrosion- 2 2.157 2.640 4.222 37 2051 2344 2442 resistant surface 21/2 2.635 3.534 5.895 30 2226 2544 2651 3 3.260 4.336 7.949 19 1730 1977 2060 Outperforms and 4 4.260 S.bly 11./89 19 2242 25b2 2bb9 outlasts standard 5 5.295 7.780 17.309 13 2124 2427 2529 lacquer-coated pipe 6 6.357 9.298 23.038 10 1953 2232 2325 6 8.249 16-96 40.086 7 2493 2849 2968 Easily painted, without special preparation SCHEDULE 10 SPECIFICATIONS NOMINAL Available with NPS NOM OD NOM ID NOMINAL WALL WEIGHT UL PIECES hot-dip galvanizing In. mm In. mm In, mm Ibs./f. kg/m CRR` Lift 11/4 1.660 42.2 1.442 36.6 .109 2.77 1.81 2.69 7.3 61 Also available in black 1'/2 1.900 48.3 1.682 42.7 .109 2.77 2.09 3.11 5.8 61 2 2.375 60.3 2.157 54.8 .109 2.77 2.64 3.93 4.7 37 21/z 2.875 73.0 2.635 66.9 .120 3.05 3.53 5.26 3.5 30 3 3.500 88.9 3.260 82.8 .120 3.05 4.34 6.46 2.6 19 - 4 4.500 114.3 4.260 108.2 .120 3.05 5.62 8.37 1.6 19 5 5.563 141.3 5.295 134.5 .134 3.40 7.78 11.58 1.5 13 6 6.625 168.3 6.357 161.5 134 3.40 9.30 13.85 1.0 10 8 8.625 219.1 8.249 209.5 .188 478 16.96 25.26 2.1 7 'Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category VIZY. WEIGHTS AND `The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion.Threaded Schedule 40 steel pipe DIMENSIONS CHART is used as the benchmark(value of 1.0). NOMINAL SIZE OD SCHEDULE40 SCHEDULE 40 SPECIFICATIONS In Wall Wt. Wt./FL NOMINAL Inches lbs./ft. H2O Filled NPS NOM OD NOM ID NOMINAL WALL WEIGHT UL PIECES 1 1.315 .133 1.68 2,055 In. mm In, mm in, mm lbs./ft. kg/m CRR* Lift 1'A 1.660 .140 2.27 2.922 1 1.315 33.4 1.049 26.6 133 3.38 1.68 2,50 1.00 70 1'/4 1.660 42.2 1.380 353 .140 3.56 2.27 3.39 1.00 51 1Y: 1.900 .145 2.72 3.602 11/z 1.900 48.3 1.610 40.9 .145 3.68 2.72 4.05 1.00 44 2 2,375 .154 3.66 5.109 2 2.375 60.3 2.067 52.5 .154 3.91 3.66 5.45 1.00 30 Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category VIZY. 2'/2 2.875 .203 5.80 7.871 •The CPR is a ratio value used to measure the ability of a pipe to withstand corrosion.Threaded Schedule 40 steel pipe Y 3.500 .216 7.58 10.783 is used as the benchmark(value of 1.0). 3'/2 4.000 .226 9.12 - Schedule 10 and Schedule 40 Meet or Exceed These Standards: 4 4.500 .237 10,80 16.311 UL,C-UL and FM Listed ASTM A53,Type E, Grade B(Schedule 40 5-6) 5 5.563 .258 14.63 23.262 FM Approved ASTM A795,Type E,Grade A(Schedule 40) 6 6.625 .280 18.99 31.498 ASTM A135,Type E, NFPA 13 Grade A(Schedule 10) 00 Wheatland Tube go Fire Sprinkler Products • • Wheatland Tube began producing steel fire sprinkler pipe in 1931, • • and today offers the most complete line of products in the industry. Engineers and contractors across the continent depend on us for . • steel fire sprinkler pipe and a number of proprietary products— always in stock and ready to deliver. 100%Compatibility Green and Sustainable We guarantee our steel pipe is 100% Our steel fire sprinkler pipe contains compatible with fire protection systems recycled steel and provides decades that use only steel pipe.Why risk of reliable service.At the end of its life, incompatibility?Wheatland's complete the steel may be almost fully recycled, line of steel sprinkler pipe makes design supporting your green policies. easy and brings you peace of mind." The Strength to Deliver Accurate and Efficient Wheatland Tube is a division of Our products help you work safer and JMC Steel Group,the largest independent smarter—not harder.With our extensive manufacturer of steel hollow structural in-house capabilities,we offer the shortest sections(HSS)and steel pipe in North production cycle times in the industry,and America.We leverage our 100-plus years we deliver to you accurately and on time, of pipe and tube manufacturing experience every time. and expertise to produce two million tons of pipe and tube annually.Backed by JMC, Wheatland has the strength to deliver Tube has never warranted compatibility a complete line of steel fire sprinkler pipe `Wheatland between its steel pipe products and CPVC products. that sets the industry standard. Steel Fire Sprinkler Pipe Wheatland rube /NC STEEL GROUP Air Maintenance Tram Assembly SERIES 757 PROPER AIR SUPPLIES FOR SERIES 1.When a riser or base mounted air compressor is being used to supply air to a dry valve or preac- 756/SERIES 758/SERIES 768/SERIES769 tion system it is not necessary to use the air maintenance trim assembly with the air regulator. In this ACTUATED VALVES: circumstance the air line of the compressor is connected to the valve trim at the fitting into which the Air Maintenance Trim is normally installed. When the valve is used with this setup it is the engineer/system designer's responsibility to size the compressor so that the compressor brings the entire system to the required pressure in 30 minutes. The compressor must not be oversized to provide more air flow as this will slow down or possibly prevent the operation of the valve. It must further be emphasized that the base mounted compressor does not provide any backup air to the system and that continuous service(24 hours per day,7 days per week)must be maintained in order to prevent the potential of false tripping of the valve due to loss of air pressure. Additionally,due to the large on/off differential available on pressure switches that control base mounted compressors,the compressor pressure switch must be adjusted so that the"ON"contact of the pressure switch is set a minimum of 5 psi higher than the set point of the regulator. 2.When shop air or a tank mounted air compressor is being used,the Air Maintenance Trim Assembly(AMTA)must be used.The AMTA is designed to provide the proper air regulation to the sprinkler system which will assure the proper operation of the Fire Safety Valve. In the event of a compressor becoming inoperative the tank mounted air compressor provides the greatest protection.With a properly sized tank,air can be continuously supplied to the sprinkler sys- tem for an extended period of time even with a loss of compressor. 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. III II II I III I III IIIIIIIIIIII III IIIIIIIIIIIII WCAS-7 M Y M 68 For complete contact information,visit www.victaulic.com 30.35 2515 REV D UPDATED 1/2009 IL:tr`citV�1�. VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2009 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 30.35 IPS CARBON STEEL PIPE-FIRE PROTECTION PRODUCTS 30.35 FireL®ck® Devices ,Air Maintenance Trim Assernbly SERIES 757 RECOMMENDED AIR PRESSURE FOR DRY 60 AND PNEUMATIC ACTUATED SYSTEMS 50 / a 40 1y3A`��s�0t i w o: N 30 w w a a: a zo 767,776,and 798 Actuators 10 0 5 10 15 20 75 W. 75 100 125 150 175 200 225 250 275 300 MAXIMUM WATER SUPPLY PRESSURE-psi(Peak) COMPRESSOR REQUIREMENTS 26 24 55 psi/379 kPa 22 ---40 psi/276 kPa —— 20 psi/138 kPa 20 ----- 13 psi/90 kPa V 16 t 16 0 14 _ 12 y '5 10 A w 8 7 0 0 O ON No OW Wn O? AV o m o 0n 0 1 OV 00 W OO O O O O O O O O O O OO O D Ot0 O O •� O O O O O O O O O O O O O O System Capacity(in gallons) Air Maintenance Trim Assembly SERIES 757 INSTALLATION &ADJUSTMENT Install the Air Maintenance Trim Assembly in the orientation shown on the appropriate trim drawing. The Air Maintenance Trim Assembly is intended to be used in systems that have a source of com- pressed air available such as shop air or a tank mounted air compressor. Refer to the Installation, Maintenance and Testing Manuals of the particular valve being installed for detailed setting information and procedures. Adjustment To increase the set pressure pull the knob of the regulator out and turn the knob clockwise until the desired pressure is read on the regulator gauge. More accurate adjustment of the system air pres- sure should then be made using the system pressure gauge.After final adjustment lock the regulator by pushing the knob in. To decrease the set pressure pull the knob of the regulator out and turn the knob counterclockwise until the desired pressure is read on the regulator gauge. More accurate adjustment of the system air pressure should then be made using the system pressure gauge.After final adjustment lock the regulator by pushing the knob in. NOTES 1 An air regulator must be used with Series 756/Series 758/Series 768/Series 769 Actuated Valves utilizing an Accelerator. 2 When supervisory air is required,such as in an electrically activated preaction system,the pres- sure should be set as low as the supervisory pressure switch installed will permit. 3 When installed with multiple pneumatic actuated valves,(two maximum)the systems must be isolated by using a spring loaded soft seat check valve to assure air integrity to each system. www.victaulic.com 0tauhGr VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2009 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 30.35 2 RE%_D CARBON •• PRODUCTS 30-35 FireLcck° evices FM SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS Air aintenance Trim Assemb y SERIES 757 The Fire Lock Air Maintenance Trim Package is designed to control the system air pressure ' when using the Series 756 Dry Valves,Series 758 Actuated Valves,or the Fire Lock NXT 768 Dry and 769 Acutated Devices for dry sprinkler applications. The Victaulic®Air Maintenance Trim Assembly should be used with a reliable source of continuous(24 hours/day,7 days/week)air available,such as shop air or a tank mounted air compressor with an attached pressure control switch.The high pressure of the supply ail is reduced by the integral regulator in the Air Maintenance Trim Assembly to the recommended air pressure based on the water supply pressure. +`�5+�/�• Note:The regulator must be manually set to the recommended air pressure based upon the guidelines given in the Installation and Maintenance Instructions for pneumatic systems.The air maintenance assembly will maintain the set air pressure as long as the supply air pressure is greater then the system air pressure. COMPONENTS Included in the Air Maintenance Trim Assembly are the following components: • High quality regulator which maintains the sprinkler piping air pressure • Strainer—A 100 mesh strainer is used to prevent particles from entering the Air Maintenance System and the sprinkler system. • Restrictor—A brass Restrictor is used in the maintenance loop in order to assure that air cannot enter the sprinkler system faster then air can be discharged through an open head. • Spring Loaded In-line Check Valve—Bubble tight ball check used to isolate the valve air maintenance system from air leaks in the air supply system. • Fast Fill Line—Used to rapidly restore system air pressure following operation or service. • Recommend maximum of two systems per air maintenance trim. • Regulator is a pressure reducing type. WARNING & WARNING • This product must be installed by an experienced,trained installer, in accordance with the instructions provided with each valve.These instructions contain important information. c Failure to follow these instructions may result in serious personal injury, property damage or valve leakage. If you need additional copies of this product literature or the valve installation instructions or have any questions about the safe installation and use of this device,contact Victaulic Company, P.O. Box 31, Easton, PA 18044-0031 USA,Telephone:001-610-559-3300. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved 1_._ Mega-Thread Greater hydraulics, greater value Wheatland's Mega-Thread is an engineered, light-wall steel sprinkler pipe that offers ID 3.6% larger than Schedule 40 for superior flow. Mega-Thread saves costs in threadable applications and can be joined by screwed, grooved or plain-end fittings, or welded. With its proprietary mill coating, Mega-Thread is an excellent Schedule 40 alternative that threads smoothly and easily so you can downsize your entire sprinkler system with the ID 3.6% larger than same or greater quality. Schedule 40 Saves costs in TECHNICAL DATA CHART threadable applications WT./FT. WT./FT. WT./LIFT WT./LIFT WT./LIFT NPS NOM ID LBS. H2O FILLED PCS./LIFT 21' 24' 25' Superior flow 1 1.087 1.462 1.865 70 2149 2456 2559 characteristics 1% 1.416 1.989 Z674 51 2130 2435 2536 Can be joined by 1'/2 1.650 2.370 3.297 44 2190 2503 2607 screwed, grooved 2 2.117 3.094 4.621 30 1949 2228 2321 or plain-end fittings, or welded SPECIFICATIONS Safer to weld than many zinc-coated, light-wall NOM g NPS OD NOM ID UL CRR• MEGA-THREAD threadable products Mega-Thread Schedule 40 Mega-Thread Schedule 40 L.W.T.Pipe Nominal Pcs./Lift wt./ft. Threads smoothly 1 1.315 1.087 1.049 1.00 1.00 .61 1.462 70 and easily; requires 1114 1.660 1.416 1.380 1.00 1.00 .39 1.989 51 no thread warning 1�/: 1.900 1.650 1.610 1.00 1.00 .31 2.370 44 Proprietary mill coating 2 2.375 2.117 2.067 1.00 1.00 .25 3.094 30 extends shelf life, 'Calculated using Standard ULCRR formula,UL Fire Protection Directory,Category VlZY. makes painting quicker 'The CRR/s a ratio value used to measure the ability oP a pipe to withstand corrosion.Threaded Schedule 40 steel pipe and easier is used as the benchmark(value of 1.0). Approved for standard Mega-Thread Meets or Exceeds These Standards: hanger spacing NFPA 13,NFPA 14 • ASTM A795,Type E,Grade A • UL,C-UL and FM Listed for wet,dry and preaction sprinkler systems • FM Approved for use in wet systems • Hot-dip galvanized meets FM requirements for dry systems • Rated 300 psi working pressure GL Galvanized, Light Wall, Threadable Ideal for exposed, open areas � = 1 - N , Wheatland's GL steel fire sprinkler pipe is an OD galvanized, lighter-wall, threadable product. The nominal OD provides improved hydraulics—resulting in an exceptional value. TECHNICAL DATA CHART WT./FT. WT./FT. WT./LIFT WT./LIFT WT./LIFT NIPS NOM ID LBS. Hz0 FILLED PCS./LIFT 21' 24' 25' Ideal for branch line use 1 1.103 1.370 1.701 91 2618 2992 3117 in wet, dry, preaction or deluge systems 1'/4 1.448 1.761 2.365 61 2256 2578 2686 11/a 1.688 2.033 2.875 61 2604 2976 3100 Comparable mechanical 2 2.153 2 686 4.142 37 2087 2385 2485 strength to Schedule 40 Readily Leri e px le SPECIFICATIONS yalvarlizec� exterior NIPS NOM ID UL THREADED CRR' GL Reduces freight GL Schedule 40 GL Schedule 40 Mega-Thread Nominal Pcs./Lift and installation costs wt./ft. 1 1.103 1.049 .61 1.00 1.00 1.370 91 1% 1.448 1.380 .39 1.00 1.00 1.761 61 1Ys 1.688 1.610 .31 1.00 1.00 2.033 61 2 2.153 2.067 .25 1.00 1.00 2,686 37 'Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category V/ZY. The CRR/s a ratio value used to measure the ability of a pipe to withstand corrosion.Threaded Schedule 40 steel pipe is used as the benchmark(value of 1.0). GL Meets or Exceeds These Standards: • ASTM A795,Type E,Grade A for fire sprinkler applications up to 300 psi working pressure • Threaded and welded fittings are approved in accordance with NFPA 13 • UL,C-UL and FM Listed for wet,dry and preaction deluge systems • FM Approved for use in wet systems 1 MLT Black, Light Wall, Threadable A smooth, customized look Wheatland's MLT is a black-coated, light-wall engineered product, with a nominal OD and reduced wall thickness that provides improved hydraulics. TECHNICAL DATA CHART WT./FT. WT./FT. WT./LIFT WT./LIFT WT./LIFT NIPS NOM ID LBS. H2O FILLED PCS./LIFT 21' 24' 25' Ideal for previously 1 1.103 1.370 1.701 91 2618 2992 3117 installed systems and 11/4 1.448 1.800 2.365 61 2256 2578 2686 expansions 11/z 1.688 2,080 2.875 61 2604 2976 3100 Easier and safer to weld 2 2.153 2.630 4.142 37 2087 2385 2485 than zinc-coated pipes Saves freight and SPECIFICATIONS installation costs NPS NOM ID UL THREADED CRR' MLT As mechanically strong MLT Schedule 40 MLT Schedule 40 Mega-Thread Nominal Pcs./Lift wt./ft. as Schedule 40 pipe 1 1.103 1.049 .61 1.00 1.00 1.370 91 Easily paintable for a 1% 1.448 1.380 .39 1.00 1.00 1.761 61 customized look 11/z 1.688 1.610 .31 1.00 1.00 2.033 61 2 2.153 2.067 .25 1.00 1.00 2.686 37 Can be used in wet, Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category VIZY. dry, p re a ct i o n and 'The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion.Threaded Schedule 40 steel pipe deluge systems Is used as the benchmark(value ofl.0). Can be joined with MLT Meets or Exceeds These Standards: threaded couplings, roll- ASTM A795,Type E,Grade A for fire sprinkler applications up to 300 psi working pressure grooved or plain-end couplings, or welded Threaded and welded fittings are approved in accordance with NFPA 13 • UL, C-UL and FM Listed for wet, dry and preaction deluge systems • FM Approved for use in wet systems WLS Schedule 30 Light Wall A faster alternative -�� to Schedule 40 Wheatland's WLS Schedule 30 steel fire sprinkler pipe is a threadable, light-wall steel pipe approved for working pressures up to 300 psi. TECHNICAL DATA CHART WT./FT. PCS./1 TON PCS./1 TON NIPS NOM ID WT./FT.LBS. Hg0 FILLED LIFT 21' LIFT 25' Finished in either black or 1 1.087 1.462 1.865 70 60 hot-dip galvanized 11/4 1.426 1.928 2.621 55 45 When hot-dip galvanized, 11h 1.650 2.370 3.297 45 40 approved for dry 2 2.125 3.004 4.542 35 30 system applications Available in standard 21' SPECIFICATIQNS or 25 lengths; custom lengths may be ordered NPS NOM OD NOM ID UL CRR• WLS WLS Schedule 10 Schedule 40 WLS Schedule 40 Nominal PCs./ PCs./ Saves on freight and wt./ft. Lift 21' LIft2S' installation costs 1 1.315 1.087 N/A 1.049 .57 1.00 1.462 70 60 1'/4 1.660 1.426 1.442 1.380 .46 1.00 1.928 55 45 1% 1.900 1.650 1682 1.610 .64 1.00 2.370 45 40 2 2.375 2.125 2.157 2.067 .52 1.00 3.004 35 30 "Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category VIZY. WLS Meets or Exceeds These Standards: • ASTM A795,Type F,Grade A • Hot-dip galvanized meets FM requirements for dry systems • UL,C-UL and FM Listed • NFPA 13 • ANSI/ASME B1.20.1 pipe threads WST Light Wall Schedule 5 A high-strength, fihgt-wall sprinkler pipe Wheatland's Super Tube (WST) is a light wall Schedule 5 product that's UL and C-UL Listed, and FM Approved for use with standard roll groove and welded joining methods. TECHNICAL DATA CHART WT./FT. WT./FT. WT./LIFT WT./LIFT WT./LIFT NIPS NOM ID LBS. Hz0 FILLED PCS./LIFT 21' 24' 25' Galvanized exterior finish to extend service life 1 ,.,ss 0.869 1.346 s, ,ss, 189e 1977 1% 1.530 1.108 1.904 61 1419 1622 1690 Large ID for better 1% 1.770 1.275 2.340 61 1633 1867 1944 hydraulics and downsizing 2 2.245 1.605 3.319 37 1247 1425 1485 tubing requirements Super lightweight SPECIFICATIONS Outstanding hydraulics NPS NOMOD NOMID ULCRR• WST WST Schedule 40 WST Schedule 40 Nominal Pcs./Lift Fast installation wt./ft. % 1.050 0.920 0.824 3.35 1.00 0.68 91 Approved for use with 1 1.315 1,185 1.049 2.17 1.00 0.87 91 flexible pipe couplings for the roll-grooved 1'/4 1.660 1.530 1,380 1.40 1.00 1.11 61 joining method IY� 1.900 1.770 1.610 1.11 1.00 127 61 High corrosion- 2 2.375 2.245 2.067 0.90 1.00 1.60 37 'Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category WZY. resistance ratios °The CRR Is a ratio value used to measure the ability of a pipe to withstand corrosion.Threaded Schedule 40 steel pipe Is used as the benchmark(value of 1.0).The average CPR values shown above are higher than any threaded sprinkler Standard hanger spacing pipe(except 2).WST's lager ID can often lead to superior hydraulics and down-sizing of pipe systems. WST Meets or Exceeds These Standards: • ASTM A795E,A135 • FM Approved • UL,C-UL and FM Listed • New York City MEA#259-91-M • Dade County,Florida,92-1210 it • • • GROUPJMC STEEL 9P Pipe and Tube Solutions •• South Dock Street Corporate Office Sharon, 'A 16146 227 West Monroe Street St• Floor Chicago, IL 60606 info@wheatland.com wheatland.com .0• info(a)jmcsLeelgroup.com jmcsteelgroup.com About Wheatland Tube Wheatland Tube, a division of JMC Stcel Group, produces a wide range of steel tubular products, including standard steel pipe, QOM mechanical tubing, fence framework, fire sprinkler pipe, electrical cor7duit, elbows, couplings, nipples, oil country tubular goods and line pipe meeting API specifications. For more information, contact Wheatland Tube at: 800.257.8182 or info�a?wheatland.com Or, visit our website at wheatland.com The Strength t Delive t FireLock NXTTM Dry Valve ✓ctaulic' Series 768 30.80 1- 1 Patent Pending Certifications/Listings: O' ' c u. us FM LPCB= (( vds 104f/Ol 8832 0 M EA:248-98-E See Vidaulic Publication 10.01 for more details. Product Description: The patent-pending Victaulic Series 768 FireLock NXT Dry Valve is a low differential, latched clapper valve that uses a unique direct acting diaphragm to separate system water supplies from dry-pipe sprinkler systems. 'see page 12 for European trim Job/Owner Engineer System No. Spec Section Location Paragraph Contractor Approved Submitted By Date Date valve. The low differential design is not subject to water columns. The valve allows the water to operate a water motor alarm and/or :tric pressure alarms, which clapper_ continue until the flo�� of water stops. With the optional ` ,h accelerator, the valve can be configured to respond faster for use in larger systems, or where faster response times are required. Diaphragm The valve is rated to 300 psi/2065 kPa water working Assembly pressure and is factory tested hydrostatically to 600 psi/ 4135 kPa for sizes 1 1/2—8"/40—200 mm. VdS trim Clapper Seal configurations are approved to 16 BAR (see page 12). Required air pressure for all trim variations is 13 psi/ - Sea: 90 kPa. The Series 768 is available grooved x grooved. Exaggerated for clarity Standard grooved dimensions conform to ANSI/AWWA C606. Note:Valve is shown in the"set"position The Victaulic Series 768 FireLock NXT Dry Valve is made of high-strength, low-weight ductile iron, and it offers easy access to all internal parts. All internal parts are replaceable. Maintenance and service can be performed without removing the valve from its installed position. The rubber clapper seal is replaced easily without removing the clapper from the valve. The valve is painted inside and out to increase corrosion resistance. The body is tapped for main drain and all available trim configurations. Installation Options The Victaulic Series 768 FireLock NXT Dry Valve is available bare, or in the following configurations: Pre-trimmed The pre-trimmed valve comes completely assembled with all necessary trim components. Vic-Quick Riser The Vic-Quick Riser comes completely pre-trimmed and includes a shut off valve (uses a Series 705W FireLock Butterfly valve— request publication 10.18; for 1 1/2 and 2"/40 and 50 mm sizes, the Vic-Quick Riser comes with a Series 728 Ball Valve—request publication 10.17) for system shut off, pre-set pressure switches, and a drain kit for ease of installation. For complete Vic-Quick Riser information request publication 30.20. Series 745 FireLock Fire-Pac (Available in North America only) The Fire-Pac is a completely pre-assembled fire protection valve that provides maximum service in a minimal enclosed space. The unit includes a water supply shutoff valve, the sprinkler system fire protection valve, alarm line pressure switches, air supervisory pressure switches, supervisory pump switches, and digital pressure gauges that are easily viewed through a window in the cabinet door. For complete Fire-Pac information request publication 30.23. Optional accessories ship separately. 30.80 4219 Rev G Updated 0112015 ©2015 Victaulic Company.All rights reserved. victaulic.com 2 iCtauliC' victaulic.com I NXT Dry Valve I Series 768 1 Publication 30.80 Dimensions: The 4 Inch/114.3 Mm UI Listed, FM Approved Configuration Is Shown Below 1 V?-2748.3-60.3 mm Configurations Contain-1/4719 mm Drain Valves. 2'k-3'773.0-88.9 mm Configurations Contain 1 1/4731 mm Drain Valves. 4-87114.3-219.1 mm Configurations Contain 2750 mm Drain Valves. r� I I I I I I �ii yMr f l I I -W- -T♦ a i ICi r*-i, E 7l-al F D OQ *Dl /1 1; ® "131 O A V.Y "nl 10 I< *El Full Open Approx. Weight Dimensions Each Actual Nominal Outside Without With Size Diameter A Al B Bl C D Dl E E1 F G H J K Trim Trim inches inches inches inches inches inches inches inches inches inches inches inches inches inches inches inches lbs. lbs. mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm kg kg 11h 1.900 9.00 16.35 27.25 39.50 13.75 16.00 5.25 8.50 9.50 21.25 3.04 9.17 6.98 16.7 43.0 40 48.3 228.60 415.29 692 1 1003 1 349 406 - 133 215 1 241 539 1 77.21 232.91 177.291 7.6 19.5 2 2.375 9.00 13.37 27.25 39.50 1 13.75 16.00 _ 5.25 8.50 9.50 21.25 3.04 9.17 6.98 17.0 43.0 50 60.3 228.60 339.60 692 1003 349 406 133 215 241 539 77.21 232.91 177.29 7.7 19.5 21/2 2.875 12.61 16.50 32.25 44.25 13.50 16.00 17.50 5.25 9.00 9.25 21.25 3.90 10.50 6.93 41.0 65.0 65 73.0 320.29 419.10 819 1123 342 406 444 133 228 234 539 99.06 266.70 176.02 18.7 29.5 76.1 mm 3.000 12.61 16.50 32.25 44.25 13.50 16.00 17.50 5.25 9.00 9.25 21.25 3.90 10.50 6.93 41.0 65.0 76.1 320.29•419.10 819 1123 342 406 444 133 228 234 539 99.06 266.70 176.02 18.7 1 29.5 3 3.500 12.61 16.50 32.25 44.25 13.50 16.00 17.50 5.25 9.00 9.25 21.25 3.90 10.50 6.93 41.0 65.0 80 88.9 320.29 419.10 819 1123 342 406 444 133 228 234 539 99.06 266.70 176.02 18.7 29.5 4 4.500 15.03 19.83 33.50 45.50 15.00 15.75 20.50 5.25 9.00 10.75 21.00 6.25 9.62 8.46 59.0 95.0 100 114.3 381.76 503.68 850 1155 381 400 520 133 228 273 533 158.75 244.34 214.88 26.7 43.0 165.1 mm 6.500 16.00 22.00 34.00 46.00 15.50 17.00 22.00 5.25 8.50 11.50 20.50 6.20 9.62 8.84 80.0 116.0 165.1 406.40 558.80 863 1168 393 431 558 133 1 215 1 292 520 157.48 244.34 224.531 36.2 52.6 6 6.625 16.00 22.05 34.00 46.00 15.50 17.00 22.00 5.25 8.50 11.50 20.50 6.20 9.62 8.84 80.0 116.0 150 1663 406.40 560.07 863 1168 393 431 558 133 215 292 520 157.48 244.34 224.5352.6 8 8.625 17.50 23.00 33.50 45.50 16.75 20.00 25.25 6.25 8.75 12.75 18.50 6.05 9.40 10,21 122.0 158.0 200 219.1 444.50 584,20 850 1155 425 508 641 158 222 323 469 153.67 238.76 259.33 553 71.6 NOTES: The"A"dimension coupling is not shown in order to clarify dimensional callouts. Components shown as dotted lines denote optional equipment. *Measurements denoted with an asterisk take optional equipment into account. Optional drain connection kit is shown for reference and takeout dimensions. Hydraulic Friction Loss The chart below expresses the f' of water at 65017/180C through a full open valvd. 6.0 5.0 4.0 3.0 F do 1b, ,bN F e F 1.0 0.9 p 0.8 IX 0.7 0.6 M 0.5 y 0.4 W d 0.3 01 0.1 10 20 30 40 60 80 IN) 200 300 400 600 1,000 2,000 4,000 6,000 10,000 20,000 800 3,000 8,000 FLOW RATE-GPM Frictional Resistance The chart below expresses the frictional resistance of Victaulic Series 768 FireLock NXT. Dry Valve in equivalent feet of straight pipe. Actual Equivalent Nominal Outside Length of Size Diameter Pipe inches inches feet mm mm meters 11/2 1.900 3.00 40 1 48.3 0.914 2 2.375 9.00 50 60.3 2.743 21/2 2.875 8.00 65 73.0 2.438 76.1 mm 3.000 8.00 76.1 2.439 3 3.500 17.00 80 88.9 5.182 4 4.500 21.00 100 114.3 6.401 165.1 mm 6.500 22.00 165.1 6.706 6 6.625 22.00 150 168.3 6.706 8 8.625 50.00 200 219.1 15.240 30.80 4219 Rev G Updated 01/2015 ©2015 Victaulic Company.All rights reserved. victaulic.com 4 iiCt®uliG' r victaulic.com I NXT Dry Valve I Series 768 1 Publication 30.80 CV Values: Operation: CV values for flow of water at+60°F/+16°C through a fully The Series 768 Dry Valve contains a clapper, which has open valve are shown in the table below. a replaceable rubber seal. The clapper makes contact with the valve's seat ring, which has access Formulas for Cv values where: holes leading into an intermediate chamber in the valve. oP-Qzic,' Flow Coefficient c The diaphragm contacts the latch, and the latch holds Q-cv X VAP Q(Flow) GPM the clapper closed. AP(PressureDrop) psi In the closed position, the valve diaphragm is maintained in the extended position by the water supply pressure from upstream of the water supply control valve. The diaphragm latch holds the clapper in the closed position. The Series 776 Low Pressure Actuator(LPA) maintains Valve Size Full Open the water, and the system's air pressure controls the Actual LPA. Required air pressure is 13 psi/90 kPa. The design Nominal Outside of the 776 actuator does not require the traditional air Size Diameter Flow Coefficient cushion of 10—20 psi/69— 138 kPa. Excess air inches inches Cpressure above 13 si/90 kPa will cause a delay in valve mm mm I<V p p y 1 Y2 1.900 60 operation. 40 48.3 52.0 Once the system's air pressure reduces to the trip point, 0 3 605 9s0 the LPA opens and allows the water supply pressure in 21/2 2.875 180 the diaphragm to release (i.e. an open sprinkler). This 65 73.0 156.0 release allows the latch to move to its open position, 76.1 mm 3.000 118 0 permitting the clapper to pivot freely, thus allowing water into the system. 3 3.500 200 80 88.9 173.0 Water enters the intermediate chamber of the valve 4 4.500 350 through the holes in the seat ring. The water flows from 100 1143 302.8 the intermediate chamber to the alarm line, which 165.1 mm 6.500.1 1000 865.65.0 y 165.1 activates the system's alarms. The alarms continue to 6 6.625 1000 sound until the flow of water stops. 150 168.3 865.0 When the flow of water stops, the spring-assisted valve 200 869.1 1499.1 clapper returns to the closed position. The valve acts as an alarm check valve until the system is back in service as a dry system, according to the proper procedure. Body: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upor �cial request. Clapper: Aluminum bronze UNS-C95500 Latch. Aluminum bronze UNS-C95500 Shaft: Stainless 17-4 Clapper Seal: Peroxide cured EPDM, ASTM D2000 Bushings/Seat 0-rings: Nitrile Springs: Stainless Steel (300 Series) Diaphragm: Peroxide cured EPDM with fabric reinforcement Bill of Materials 1 Valve Body 12 Cover Plate 2 Clapper 13 Cover Plate Gasket 3 Clapper Seal 14 Cover Plate Bolts* 4 Seal Ring 15 Latch 5 Seal Washer 16 Latch Spring 6 Seal Retaining Ring 17 Latch Spring Bushing and 0-ring(City.2) 7 Seal Assembly Bolt 18 Diaphragm 8 Bolt Seal 19 Diaphragm Cover 9 Clapper Spring 20 Diaphragm Cover Cap Screws(Qty.8) 10 Clapper Shaft 21 1 atch Shaft 11 Clapper Shaft Bushing and 0-ring(Qty.2) 19 0. 0 o • � o ro �� 0 0 � 4 G T * NOTE:The lV2-inch/48.3-mm and 2-inch/60.3-mm valve sizes contain washers under the heads of the cover plate bolts. 30.80 4219 Rev G Updated 01/2015 ©2015 Victaulic company.All rights reserved. Xh6e d victaulic.com 6 victaulic.com I NXT Dry Valve I Series 768 1 Publication 30.80 Trim Package Details: • Air Compressor (See page 8 for more on the Trim Packages: Victaulic Series 7C7 Compressor Package) NOTE: See page 11 for details of trim and page 12 for • Air Maintenance Trim Assembly details of European trim. • Alarm Panels 1 Galvanized components. • Drain Connection Kit 2 Series 776 Low-Pressure Actuator—The Series 776 Low-Pressure Actuator is pneumatically actuated and requires only 13 psi/90 kPa minimum air Air Supply Requirements: pressure, regardless of the system supply pressure. This actuator allows the system to operate with a low The required air pressure for Series 768 FireLock NXT air or gas pressure of 7 psi/48 kPa. Dry Valves is 13 psi/90 kPa minimum, regardless of the system supply water pressure. Air pressures should be 3 All Required Pipe and Fittings. kept below 18 psi/124 kPa, unless a Series 746-LPA 4 All Standard Trim Accessories. Dry Accelerator is installed. Systems with air pressures higher than 18 psi/124 kPa may require the addition of a 5 All Required Gauges Series 746-LPA Dry Accelerator. Optional Trim Package: If multiple Series 768 FireLock NXT Dry Valves are 1 Black Trim for Foam Systems— If the valve is installed with a common air supply, isolate the systems intended for use in a foam system, black trim must with a spring-loaded, soft-seated ball check valve to be ordered, per NFPA requirements. Specify this ensure air integrity for each system. Good practice is requirement on the order. to include a ball valve for isolation and service of each individual system. The engineer/system designer is responsible for sizing Optional Accessories: the compressor so that the entire system is charged to • Series 746-LPA Dry Accelerator—The Series the required air pressure within 30 minutes. DO NOT 746-LPA Dry Accelerator is required when the oversize the compressor to provide more airflow. An Series 768 Dry Valve is installed in large systems to oversized compressor will slow down or possibly prevent improve response time. Request submittal 30.64. valve operation. • Series 760 Water Motor Alarm—The Series 760 If the compressor fills the system too fast, it may be Water Motor Alarm is a mechanical device that necessary to restrict the air supply. Restricting the air sounds when a sustained flow of water occurs (such supply will ensure that air being exhausted from an open as with an open sprinkler). Request submittal 30.32, sprinkler or manual release valve is not replaced by the • Series 75B Supplemental Alarm Device—The air supply system as fast as it is being exhausted. Series 75B Supplemental Alarm Device is designed to provide a continuous alarm for systems equipped with a mechanical device. Request submittal 30.33. • Series 75D Water Column Kit—The Series 75D Water Column Kit is designed to minimize residual water in the riser from collecting above the clapper. Request submittal 30.34. • Alarm Pressure Switch—Alarm Pressure Switches are designed to activate electrical alarms and control panels when a sustained flow of water occurs (such as with an open sprinkler). • Air Supervisory Pressure Switch—Air Pressure Supervisory Switches are used to monitor low system air pressure and are factory pre-set. Air Supply System—The air supply system contains all components for establishing and maintaining air in the system. The compressor, low-pressure alarms, ball valves, and required trim are included in the air supply system. COMPRESSOR REQUIREMENTS 12 20 psi/138 kPa ----- 13 psi/90 kPa 10 LU U $ H r LU I K 'I d4 0' I 00 0 I� 0 0 0 0 0 0 0 0 SYSTEM CAPACITY(in gallons) Base or Riser-Mounted Compressors: Shop Air or Tank-Mounted Air Compressors: For base or riser-mounted compressors, the recom- In the event a compressor becomes inoperative, a mended air pressure of 13 psi/90 kPa is the "on" or properly sized tank-mounted air compressor provides "low" pressure selfir Ig for the compressor. The "off" the greatest protection for systems. or "high" pressure setting should be 18 psi/124 kPa. When shop air or a tank-mounted air compressor is Victaulic offers the Series 7C7 Compressor package used, the Series 757 Regulated AMTA must be installed. for FireLock NXT devices which is riser-mounted and The Series 757 Regulated AMTA provides proper air pre-sel For the FireLock NXT pressure requirements as regulation from [tie ail reservoir to the sprinkler system. stated above. For information on the Series 7C7 package, consult publication 30.22. The Series 7C7 For tank-mounted air compressors, the recommended air pressure of 13 pst/94 kPa should be used as the Compressor package is only available in North America. set point for the air regulator. The "on" pressure of the When a base or riser-mounted air compressor supplies compressor should be at least 5 psi134 kPa above the air to a Series 768 FireLock NXT Dry Valve, it is not set point of the air regulator. necessary to install the Victaulic Series 757 Regulated Air Maintenance Trim Assembly (AMTA). In this case, the airline of the compressor connects to the trim at the fitting where the Series 757 Regulated AMTA is normally installed (refer to the applicable trim drawing). If the compressor is not equipped with a pressure switch, the Series 757P Air Maintenance Trim Assembly with Pressure Switch should be installed. For information on the Series 757 Regulated Air Maintenance Trim Assembly, see publication 30.35. For information on the Series 757P Air Maintenance Trim Assembly, see publication 30.36. 30.80 4219 Rev G Updated 01/2015 ©2015 Victaulic company.All rights reserved. 606tatuhar. victaulic.com 8 victaulic.com I NXT Dry Valve I Series 768 1 Publication 30.80 Series 757 Regulated Air Maintenance Trim Assembly: A NOTICE • Victaulic recommends a maximum of two Series 768 FireLock NXT Dry Valves per Series 757 Regulated AMTA Bill of Materials 1 /W/3.2mm Restrictor 2 Slow Fill Ball Valve(Normally Open) 3 Air Regulator 4 Strainer(100 Mesh) 5 Spring-Loaded,Soft-Seated Ball Check Valve (3 6 Fast Fill Ball Valve(Normally Closed) 0.\ f.xaggerated for clarity Series 757P Air Maintenance Trim Assembly With Pressure Switch: A NOTICE • !ic� isulrecommends a maximum of two Series 768 FireLock NXT Dry Valves per Series 757P AMTA with Pressure Switch Bill of MaterialsY Item Qty. Description 1 1 Restrictor(%2-inch NPT) ; 2 1 Strainer(1/2-inch NPT) �Y�3 1 Swing Check(1/2-inch NPT) ii 4 1 Slow-Fill Ball Valve J 10 (Normally Open) 5 1 Spring-Loaded,Soft-Seated Check Valve 6 1 Pressure Switch 7 2 Compression Fitting,Straight 12 ('/4-inchNPTx1/4-Inch Tube) (1`) 8 1 CopperTubing(1/4-inch OD) 9 11 Close Nipple (1/2-inch NPT x 1.13) i) 10 1 Nipple(' NPT x 4.00) 11 1 90°Female ale Elbow(1/2-inch NPT) 12 4 Female Tee(1/2-inch NPT) 13 3 Union(1/2-inch NPT) 14 2 Reducing Bushing (1/2-inch NPT x'/+-Inch NPT) 15 1 Fast-Fill Ball Valve (Normally Closed) �. t 16 1 Pressure Switch Isolation Ball10 Valve(Normally Open- _ Lockable) FROM COMPRESSOR i TO SYSTEM f'xaggcrated for clarity %,uiii1./ICJwi ncyuucnicuw anu I..I ...a_ 1— -- _ ..,.,,........ ...... ....... ......�--'-- ___. .. FireLock NXT Dry Valves Installed with Series 746-LPA should contain a UL Listed and/or FM Approved valve Dry Accelerators (normally closed), whi,h can be opened to simulate the Set the air regulator of the Series Regulated AMTA operation of a sprink to 13 psi/90 kPa. The remote system test valve (inspector's test connection) THE SERIES 757P AIR MAINTENANCE TRIM should be located at the most hydraulically ASSEMBLY WITH PRESSURE SWITCH MUST NOT BE demanding location in the release system. USED ON A SERIES 768 FIRELOCK NXT DRY VALVE NOTE: Multiple restrictions on the remote system test INSTALLED WITH A SERIES 746-LPA DRY valve (inspector's test connection) may slow the air ACCELERATOR. decay rate and cause the system to respond slower than required. When a Series 768 FireLock NXT Dry Valve is installed The remote system test valve (inspector's test connection) with a Series 746-LPA Dry Accelerator, the Series 757 should terminate with an orifice equal to the Regulated AMTA must be used. NOTE: The use of an air smallest orifice in the releasing system. regulator with a base or risermounted compressor could cause short cycling, resulting in premature wear of the The remote system test valve (inspector's test connection) compressor. is used to ensure that water reaches the most remote In the event a compressor becomes inoperative, a part of the system within 60 seconds. properly sized tank-mounted air compressor provides the greatest protection for systems installed with a Series 746-LPA Dry Accelerator. In this situation, air can be supplied continuously to the sprinkler system for an extended time period. NOTE: The Series 757 Regulated AMTA must be used with a tank-mounted air compressor or shop air system that continually supplies air to a Series 768 FireLock NXT Dry Valve installed with a Series 746-LPA Dry Accelerator. The air regulator of the Series 757 Regulated AMTA is a relief-type design. Any pressure in the system that is above the set point of the air regulator will be released. Therefore, charging the air regulator above the set point could cause premature operation of a valve installed with a Series 746-LPA Dry Accelcrator. NOTE: The series 746-LPA should not be used above 30 psi. If higher pressures are required, the series 746 should be used. Settings for Air Supervisory Pressure Switches and Alarm Pressure Switches Air supervisory pressure switches are required for dry systems and must be set according to the following instructions. NOTE: Switches for Vic-Quick Risers are pre-set at the factory. Wire the air supervisory pressure switches to activate a low-pressure alarm signal. NOTE: In addition, the local authority having jurisdiction may require a high-pressure alarm. Contact the local authority having jurisdiction for this requirement. Set the air supervisory pressure switches to activate at 2—4 psi/14—28 kPa below the minimum air pressure required, but not lower than 10 psi/69 kPa. Wire the alarm pressure switch to activate a water flow alarm. Set the alarm pressure switch to activate on a pressure rise of 4—8 psi/28—55 kPa. 30.80 4219 Rev G Updated O1/2015 ©2015 Victaulic company.All rights reserved, victaulic.com 10 A-0—tauliar victaulic.com I NXT Dry Valve I Series 768 1 Publication 30.80 Exploded View Drawing— Trim Components ( c 61 us <FM Trim) LISTED Series 768 FireLock NXT Dry Valve (Optional Accessories Also Shown) Bill of Materials — 1 Series 768 FireLock NXT Dry Valve i (� 2 FireLock Rigid Coupling(Optional/ Sold Separately—Comes Standard when VQR Assembly is Ordered) -- 3 Water Supply Main Control Valve From system Alr Feed (Optional/Sold Separately—Comes Standard when VQR Assembly is Ordered) 4 Drain Swing Check Valve I _ 5 Drip Cup with Cap J �' 6 Alarm Pressure Switch(Optional/Sold Separately—Comes Standard when VQR / Assembly is Ordered) �. 7 Series 729 Drip Check Valve A 8 Diaphragm-Charge-Line Ball Valve (Normally Open) 9 3-in-1 Strainer/Check/Restrictor I I I Assembly I I I I Q 10 Series 760 Water Motor Alarm I I *Q. (Optional/Sold Separately) (yqt /t 11 Alarm Test Ball Valve e +fYH I I J I . 12 Diaphragm-Charge-Line Pressure Gauge(0-300 psi/0-2068 kPa/0-20.7 Bar) I To o"p cIp t«auonp 13 Series 749 Auto Drain z Q' �, V L°eO" U 14 Series 746-LPA Dry Accelerator , 4 Assembly(Optional/Sold Separately) 15 Series 776 Low-Pressure Actuator 16 Air Manifold Note l \ sy,tem To 17 Air Supervisory Pressure Switch i \ (Optional/Sold Separately—Comes �\ \,_ t J / Standard when VQR Assembly is Ordered) �- 18 System Pressure Gauge \. \. (0-80 psi/0-552 kPa/0-5.5 Bar with Retard) (� \-\ /I I 19 Water Supply Main Drain Valve- n Flow Test "\ I Ay 1 20 Water Supply Pressure Gauge �J �\ I' (0-300 psi/0-2068 kPa/0-20.7 Bar) 21 Drain Connection Kit(Optional/Sold Separately—Comes Standard when VQR \. Assembly is Ordered) 22 Gauge Valve 23 System Main Drain Valve db 24 Series 748 Ball Check Valve I I I I 1 j I I ie oop(up `-- --' I tocaflon r I I , I I I I , I , From Water Supply Exaggerated for clarity Optional devices include the Series 75D Water Column Device Kit and the Series 75B Supplemental Alarm Kit. NOTE 1:Connection point for the Series 75D Water Column Device Kit. For installation of the Series 750 Supplemental Alarm Device,refer to the instructions supplied with the product. (European Trim: c . us tad B U FM M F A:24 8-98-C Series 768 FireLock NXT Dry Valvt (Optional Accessories Also Shown) Bill of Materials i i 1 Series 768 FireLock NXT Dry Valve t 2 FireLock Rigid Coupling(Optional/Sold Separately—Comes Standard when VQR �I I'` Assembly is Ordered) Fromsyatem I I 3 Water Supply Main Control Valve(Optional/ AlrFeedy 1 t ,a / Sold Separately—Comes Standard when VQR Assembly is Ordered) 4 Drain Swing Check Valve 5 Drip Cup with Cap 6 Alarm Pressure Switch(Optional/Sold �* / Location t, Separately s Standard when VQR Assembly iss Ordered) 7 Series 729 Drip Check Valve t WWW 8 Diaphragm-Charge-Line Ball Valve (Normally Open) 24 t S 9 3-in-1 Strainer/ChecWRestrictor ft r /` � 11� •� -- Assembly 1a I morlpap 10 Series 760 Water Motor Alarm i Toup A° (Optional/Sold Separately) I I Location � 11 Alarm Test Ball Valve i Or I -- — 0 Q 12 Diaphragm-Charge-Line Pressure e Gau (0-300 si/0-2068 kPa/0-20,7 Bar) b �• To g p ® � 13 Series 749 Auto Drain t system 14 Series 746-LPA Dry Accelerator Note ��• (� / Assembly(Optional/Sold Separately) �. \'\1 f j.� M Q 15 Series 776 Low-Pressure Actuator � •.\ \_ •-- --- 16 Air Manifold 17 Air Supervisory Pressure Switch(Optional/Sold i �'\ ®.I Separately—Comes Standard when VQR Assembly is Ordered) 18 System Pressure Gauge o I. (0—80 psi/0-552 kPa/0-5.5 Bar with Retard) gp 19 Water Supply Main Drain Valve— to }l-J• (("y")) Flow Test .----- 20 Water Supply Proceure Gauge L,.. (0—300 psi/0—2068 kPa/0—20.7 Bar) 21 Drain Connection Kit(Optional/Sold _ I To Drip i-- Separately—Comes Standard when VQR cup \On V Assembly is Ordered) 22 Gauge Valve r 23 System Main Drain Valve t -� 24 Series 748 Ball Check Valve ) 25 Water Motor Alarm Shutoff Valve t (Normally Open)* 'Item 25,vralelln:.W alarm shuloRY7loQ,can be closed to pvnml vNMllum Oowmg into the Series KOMIer Motor atmos"ing conditions lhar8mwt L—we for the From Water alarm to sound lie during a trip lesll supply 30.80 4219 Rev G Updated 01/2015 ©2015 Victaulic Company.All rights reserved, Ac—tandU victaulic.com 12 victaulic.com I NXT Dry Valve I Series 768 1 Publication 30.80 A WARNING • This product must be installed by an experienced, trained installer, in accordance with the instructions provided with each valve. These instructions contain important information. c Failure to follow these instructions may result in serious personal injury, property damage, or valve leakage. If you need additional copies of this product literature or the valve installation instructions, or if you have any questions about the safe installation and use of this device, contact Victaulic Company, P.O. Box 31, Easton, PA 18044-0031 USA, Telephone: 001-610-559-3300. Installation Note Reference should always be made to the appropnale Installation,Maintenance,and this producl:hill be nutnufachned by Vklaultc or to Victeuta:trweitications.All products Testing Manual Included with each shipment or Vctaulic products.These manuals are also to be installed in acceidance wills cui nno Victaulic mStollabonlasscuibly insbuclwrr.. avaitablo in PDF fomwt on our website at victaulic.,cwm Vklaulic rosorvos the right to chn"Re product spaciricabons,desiRn%and standard Warranty equipment without notice and without Incurring ohliplions. Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic®and Fire Lock®are registered trademarks of Victaulic Company. typoWorldwide Fire Protection Contacts www•tyco-fire.com Products Models BB, SD, HIP, and AP Specific Application Sprinklers For Protecting Attics General The Specific Application Attic Sprin- klers are the first sprinklers to be: 1 - Description • Listed for extended coverage in The TYCO Model BB (Back to Back), combustible construction SD (Single Directional), HIP, and AP • Full-scale fire tested in both wet and (Attic Plus) Specific Application Sprin- dry system scenarios klers for Protecting Attics are fire . Full-scale tested for use in wood sprinklers for combustible and non- truss construction combustible sloped attic spaces. The Model BB, SD, and HIP are Specific • Listed for specific roof slopes (Ref. Application Attic Sprinklers, whereas Table A) the Model AP is a Specific Applica- The Specific Application Attic Sprin- tion Combustible Concealed Space klers provide the best level of pro- Sprinkler having specific applica- tection, and control cost by eliminat- tion criteria for its use with the Mod- ing the need for additional sprinklers els BB, SD, and HIP in attic spaces. and branchline piping. In many cas- Specific Application Attic Sprinklers es, an attic can be entirely protected provide superior fire protection in attic with just one line of piping located be- spaces, and when compared to Stan- low the peak of the roof using Model dard Spray Sprinklers, cost savings BB (Back to Back) Sprinklers. If there are achieved by eliminating branch- is a need for Model SD (Single Direc- line materials and the associated in- tional) or Model HIP Sprinklers, one stallation labor. The Specific Applica- line of either of these sprinkler types tion Sprinklers for Protecting Attics is sufficient at each area being cov- t� have undergone the most extensive ered. For example and assuming the fire testing ever performed for sloped use of Standard Spray Sprinklers, a attic spaces. They are LIL Listed with system in a 60 foot(18,3 m)wide attic, their specific application guidelines for with up to a 12:12 roof pitch,designed use as special sprinklers as defined by to the 2007 edition of NFPA 13, would _ the National Fire Protection Associa- require seven branchlines to cover the t tion(NFPA). main portion of the attic and several The Specific Application Attic Sprin- additional branchlines to cover the hip klers provide an extended coverage areas. With the Specific Application spacing alternative to the restricted Attic Sprinklers,the required coverage t spacing of Standard Spray Sprinklers, can be obtained with just one branch- The restricted spacings of Standard line running below the peak and one Spray Sprinklers used within attics is down each slope of the hip beam.This described in the 2007 edition of NFPA would result in approximately 90% 13, "fable 8.6.2.2.1(a) and Section less pipe needed for installation. This J 8.6.4.1.4. reduction in the number of branch- lines saves the cost of the pipe, fit- tings, hangers, and associated labor by eliminating up to five branchlines. '— IMPORTANT Another important aspect of the Spe- �r 1 Always refer to Technical Data cific Application Attic Sprinkler tech- Sheet TFP700 for the `INSTALLER nology is the reduction in system WARNING' that provides cau- volume. This volume reduction may tiogs with respect to handling result in reducing the size of a dry and installation of sprinkler sys- pipe valve (and air compressor) and tems and components. Improp-, possibly allow for quicker water deliv- er handling and installation can ery times, eliminating the need for an permanently damage a sprin- accelerator. kler system or its components and cause the sprinkler to fail to operate in afire situation or cause it to operate prematurely. Page i of 28 AUGUST 2014 TFP610 TFP610 Page 2 of 28 Components: Components: 1 - Frame 4- Bulb 1 - Body 5- Compression 8- Deflector 2 - Button 5- Compression 2- Cap Screw 9- Rivet 3- Sealing Screw 3- Sealing 6- Lever 10- Diffuser Assembly 6- Deflector Assembly 7- Deflector 11 - Link 4- Saddle Frame Assembly 2-1/4" 1-5/8" (57,2 mm) —(41,3 mm) 1-9/16" 2-1/4" 1-1/8" 13/16" (39,7 mm) (57,2 mm) —r(28,6 mm) '(20,6 mm)� 10 11 9 1-1/8, (28,6 mm) 6 \ 8 FLOW \ FLOW 1 4 5 _y 2-1/8" 7 FLOW FLOW 12 (54,0 mm) 2-112' 3 THREAD (63,5 mm) RELIEF =I 6 FRAME 3/4"NPT ARMS NOMINAL WRENCH FRAME 5 MAKE-INWRENCH 1/2" FLATS ARMS CROSS 1 2 3 4 7/16" HEX NPT SECTION ELEVATION (11,1 mm) NOMINAL CROSS MAKE-IN SECTION ELEVATION FIGURE A FIGURE B MODELS BB1,BB2&BB3 WITH 8.0 K-FACTOR MODELS BB1, BB2&B613 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS SPECIFIC APPLICATION ATTIC SPRINKLERS Components: Components: 1 Frame 4- Bulb 1 - Body 5- Compression 8- Deflector 2 Button 5- Compression 2- Cap Screw 9- Rivet 3- Sealing Screw 3- Sealing 6- Lever 10- Link Assembly 6- Deflector Assembly 7- Deflector Assembly 4- Saddle Frame P -5/8" (57,2 mm) �—(41,3 mm) 1-5/16" 2-1/8" _ 13/16" (33,3 mm) (54,0 mm) r(28,6 mm) (20,6 mm)[— 1-5/16" 8 (33,4 mm) 6 T(54,0 9 2-1/8" FLOW mm) 10 D 6\� FRAMEy{ ARMS F _) 3" (76,2 mm) 7/16"(11,1 mm) 1/2"NPT 5�— NOMINAL WRENCH FRAME MAKE-IN FLATS ARMS CROSS 4 SECTION ELEVATION 3 7/16"(11,1 mm) WRENCH 1/2" 2 1 NOMINAL HEX NPT CROSS MAKE-IN SECTION ELEVATION FIGURE C FIGURE D MODELS BB1, BB2&BB3 WITH 4.2 K-FACTOR MODELS SDI, SD2&SD3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS SPECIFIC APPLICATION ATTIC SPRINKLERS i TFP610 Page 3 of 28 Components: Components: 1 - Frame 4- Bulb 1 Frame 5- Compression 2- Button 5- Compression 2 Sealing Screw 3- Sealing Screw Assembly 6- Deflector Assembly 6- Deflector 3- Button 7- Ejection 2-1/8" 2" 4- Bulb Spring _ (54,0 mm) (50,8 mm) 1-11/16" T1-1/16" 1-1/4" I_—(42,9 mm) (27,0 mm) (31,8 mm) 6 5 = SPRINKLER / - FRAME FLOW ARMS T--NTHREAD 2-1/e" � 7 (54,0 mm) 3 l WRENCHF 2 FLATS L `I 1 1/2"NPT 7/16"(11,1 mm) 1/2"NPT 7/16"(11,1 mm) NOMINAL WRENCH FRAME NOMINAL MAKE-IN MAKE-IN FLATS ARMS CROSS CROSS SECTION ELEVATION SECTION ELEVATION FIGURE E FIGURE F MODEL AP WITH 4.2 or 5.6 K-FACTOR SPECIFIC MODEL HIP WITH 5.6 K-FACTOR APPLICATION COMBUSTIBLE CONCEALED SPECIFIC APPLICATION ATTIC SPRINKLERS SPACE SPRINKLERS The other cost reduction is the Listing will cover up to 30 feet (9,1 m) in each HIP Sprinkler of BlazeMaster CPVC for use in attic direction when measured horizontal- The HIP Specific Application Attic spaces to feed the wet system Spe- ly. There are three(3)different models Sprinkler (Figure E) covers the area cific Application Sprinklers for Pro- (i.e., BB1, BB2, and BB3)that account of the hip in the attic. This is a slight- tecting Attics, as well as to feed the for different roof slopes, and each ly different concept than the BB(Back wet system sprinklers below the ceil- model is provided in one of three dif- to Back) or SD (Single Directional). ing. Traditionally, BlazeMaster CPVC ferent orifice sizes(K=4.2, 5.6,or 8.0). The HIP Sprinkler is located along has been used on the lower floors in the slope running down the hip, and the foist space above a ceiling that do SD Sprinkler(Single Directional) throws a 90° pattern toward the out- not require sprinklers. The cost of us- The Model SD (Single Directional) side eaves. This pattern allows the ing CPVC on those floors can now be Specific Application Attic Sprinkler water to "corner" and control the fire. translated to the upper floor even if (Figure D), like the Model BB,throws a The HIP does not throw much water sprinklers are required in the attic. narrow but long pattern. However, un- directly up or down the hip, but rath- There are four 4 models the S e- like the Model BB, the Model SD only er it throws most of the pattern out to cif ( ) s o p l ers for Pro- throws in one direction. These sprin- each side 9 ° pe of the tecting AtticstloBB(Back toBack Dual klers are primarily used where shear roof. This sprinkler is typical down the llly spaced Directional), SD (Single Directional), walls or draft curtains have been in- 6 feet(1,8 m)to 3 feet(0,9 m)on center HIP, and AP(Attic Plus).The BB(Back stalled within an attic space. Another down the slope. To use the HIP Sprin- to Back) and SD (Single Directional) use i when the framing direction is kler, the framing must be perpendicu- Sprinklers have three (3)separate ver- parallel with the outside wall in the hip lar to the outside wall (Ref. Figure 12) sions that are used for different roof area (Ref. Figure 13). In this case, the and the maximum throw cannot ex- itches. The SD (Single Directional) would be used ceed 28 feet can vary from altminimum of 3:12t o1 a sured hori- on one side of the slope and AP Sprin- zontally. The H P, unlike the BB (Back maximum of 12:12 Ref.Table :1 klers or Standard Spray Sprinklers to Back) and SD (Single Directional), would be used to protect the other is installed with the deflector parallel BB Sprinkler side. The Model SD Sprinklers rnust with the slope.There is only one mod- (Back to Back Dual Directional) be installed in a vertical upright orien- el with flows and pressures for two The Model BB Specific Application At- tation and not angled with the slope. different spacings. tic Sprinkler(Figures A, B &C) throws (Achieving the vertical upright orien- a narrow but long pattern. The nar- tation may require the use of a swing row spacing along the ridge serves Joint if the SD Sprinklers are being fed two purposes: the response time is from a line running along and paral- reduced by placing the sprinklers no lel to the roof hip.) There are three (3) farther than 6 feet (1,8 m) apart, and different models (SD1, SD2, and SD3) the spray can be concentrated in the that account for different roof slopes. throw direction to obtain a pattern that TFP610 Page 4 of 28 AP Sprinkler(Attic Plus) Technical Operation The AP Sprinklers are to be installed in the upright orientation with their de- Data BB(K=8.0&4.2),HIP(K=5.6)& flector parallel to the roof. The Model AP(5.6&4.2) AP Sprinklers (Figure F) are intended Approvals The glass bulb contains a fluid that ex- to be used to provide protection of at- UL&C-UL Listed pands when exposed to heat. When tic areas outside the scope of appli- These Approvals only apply to the the rated temperature is reached, the cations for the BB, SD, or HIP Sprin- ( pp y pp y fluid expands sufficiently to shatter klers. The AP Sprinklers must only service conditions indicated in the De- the glass bulb, allowing the sprinkler be used in conjunction with other sign Criteria section Page 6 and the to activate and water to flow. Specific Application Attic Sprinklers, Design Guidelines section on Page 8.) i.e., BB, SD, and HIP, or as permitted pipe Thread Connection BB(K=5.6)&SD(K=5.6) in other sections of this document. 1/2 inch NPT for K=4.2&5.6 The fusible link assembly is comprised When used,the AP Sprinklers will pro- 3/4 inch NPT for K=8.0 of two link halves which are joined by vide a hydraulic advantage over Stan- a thin layer of solder. When the rated dard Spray Sprinklers for the protec- Discharge Coefficient temperature is reached, the solder tion of attic areas outside the scope K = 4.2 gpm/psi112 (60,5 Ipm/barV2) melts and the two link halves sepa- of application for the BB, SD, or HIP K = 5.6 gpm/psis/2 (80,6 Ipm/bar'/2) rate, allowing the sprinkler to activate Sprinklers. K=8.0 gpm/psi'"2 (115,5 Ipm/bar"2) and water to flow. Temperature Rating Intermediate Temperature as follows: The Specific Application Sprinklers -200*F (93°C) for BB (K4.2 & K8.0), for Protecting Attics described here- HIP,AP in must be installed and maintained -2121F(100°C)for BB (K5.6),SD in compliance with this document, as well as with the applicable standards Finish of the National 1-ire Protection Asso- Natural Brass ciation, in addition to the standards of any other authorities having Jurlsdic- Physical Characteristics tion. Failure to do so may impair the (Figures A,C&E) performance of these devices. Frame............................Bronze Button..................... Bronze/Copper The owner is responsible for main- Sealing Assembly ...........Beryllium Nickel taining their fire protection system w/TEFLON and devices in proper operating con- Bulb .....................Glass(3 mm dia.) dition. Contact the installing contrac- Link...............................Monel for or product manufacturer with any Compression Screw .................Brass questions. Deflector.....................Brass/Bronze Physical Characteristics Sprinkler (Figures B&D) .. Brass Identification Cep......Assembly ...........••• ••Bronze Sealing Assembly ...........Beryllium Nickel w/TEFLON Number (SIN) Saddle ............................ Brass Link Assembly......................Nickel TY4180* -BBI, K=8.0 Compression Screw .................Brass TY4181* -BB2, K=8.0 Deflector.....................Brass/Bronze TY4182* -B133, K=8.0 Lever.....................Bronze Deflector TY3180* -BB1, K=5.6 Frame............................Bronze TY3181* -BB2, K=5.6 Diffuser............................Brass TY3182* -BB3, K=5.6 Rivet..............................Brass TY2180 -B131, K=4.2 Physical Characteristics TY2181 -BB2, K=4.2 (Figure F) TY2182 -13133, K=4.2 Frame............................. Brass TY3183* -SD1, K=5.6 Button............................Bronze TY3184* -SD2, K=5.6 Sealing Assembly ...........Beryllium Nickel TY3185* -SD3, K=5.6 w/TEFLON TY3187* -HIP, K=5.6 Bulb .....................Glass(3 mm dia.) TY3190 -AP, K=5.6 Compression Screw ................. Brass TY2190 -AP, K=4.2 Deflector..........................Bronze *The"TY"prefix Is a re-designation of the previous"C"prefix(e.g.,TY4180 is a re-designation for C4180). TFP610 Page 5 of 28 Installation The TYCO Specific Application Attic WRENCH Sprinklers for Protecting Attics must FLATS be installed in accordance with this section. ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH Do not install any bulb-type sprin- JAW FLANGES kler if the bulb Is cracked or there is a loss of liquid from the bulb. With the FIGURE G WRENCH sprinkler held horizontally, a small air DO NOT GRASP DEFLECTOR JAW FLANGE bubble should be present. The diam- MARKED eter of the air bubble is approximately "A"ONLY 1116 inch(1,6 mm)for the 1550F(68°C) FIGURE K and 3132 inch (2,4 mm) for the 200OF WRENCH W--TYPE 20 C)(93 temperature ratings. FLATS SPRINKLER WRENCH A leak-tight 112 inch NPT sprinkler For Use with joint should be obtained by applying a HIP(K=5.6)Sprinklers minimum-to-maximum torque of 7 to ENGAGE 14 ft.lbs. (9,5 to 19,0 Nm). Higher lev- SPRINKLER torque can distort the sprinkler THREAD RELIEF els of for q p WITH WRENCH inlet With consequent leakage or im- JAW FLANGES WRENCH - pairment of the sprinkler. HEX ENCH Step 1. Sprinklers must be oriented 7"0 D J WRFLANGE APPLY/ \ �H correctly as follows: D WRENCH • Model BB Sprinklers are to be In- ANLY TO WRENCH stalled in the upright vertical po- FIGURE H HEX ONLY sition with the flow arrows on the W-TYPE 3 SPRINKLER WRENCH N��WR ADJUST deflector pointing down the two op- For Use with ENCH JAW posing slopes. BB(K=8.0)Sprinklers TO FIT WRENCH HEX • Model SD Sprinklers are to be in- stalled in the upright vertical posi- tion with the flow direction arrow FIGURE L on the deflector pointing down the WRENCH slope. —9 FLATS ADJUSTABLE WRENCH For Use with BB(K=5.6)& • The Model HIP Sprinklers are to be SD(K=5.6)Sprinklers installed with the deflector at the ENGAGE top and with the sprinkler centerline SPRINKLER THREAD RELIEF perpendicular to the ridge of the hip WITH WRENCH roof and with the flow direction ar- JAW FLANGES WRENCH rows on the deflector pointing down FLATS the two opposing slopes.(Unlike the WRENCH Model BB and Model SD,the Model USE END JAW FLANGE HIP is installed angled so that its MARKED �� ENGAGE deflector is parallel with the slope of "A"ONLY SPRINKLER the hip ridgeline.) FIGURE J THREAD RELIEF WITH WRENCH • The Model AP Sprinklers are to be W-TYPE 6 SPRINKLER WRENCH JAW FLANGES installed in the upright position with For Use with WRENCH the deflector parallel to the roof BB(K=4.2)Sprinklers JAW FLANGE slope. There are no flow arrows on USE END Ste 3. Wrench-tighten MARKED the deflector to consider; however, p ghten the sprinkler �A"ONLY �Q a good piping practice is to position using only the wrenches shown in all the Model AP Sprinklers so that Figures H thru M. Wrenches are only FIGURE M their frame arms are in the same to be applied to the sprinkler wrench W-TYPE 6 SPRINKLER WRENCH flats or wrench hex s applicable. For Use with direction. �a pp AP(K=4.2&5.6)Sprinklers Step 2. With pipe thread sealant ap- plied to the pipe threads,hand-tighten the sprinkler into the sprinkler fitting. Note: With reference to Figure G, do not grasp the sprinkler by the deflector. TFP610 Page 6 of 28 Des11 As measured along the peak/ridge di- Note: Where the use of non-combus- g rection (Ref. Figure 4), 7 feet (2,1 m) tible insulation is specified, verify with Criteria from AP to Standard Spray Sprinklers the insulation manufacturer as to the In the slope direction (Ref. Figure 6), non-combustibility of the insulation. Area of Use 26 feet (7,9 m) from BB or HIP Sprin- The non-combustible insulation (i.e., Roof structures, combustible and klers to AP Sprinklers or Standard fiberglass) may be faced or unfaced. noncombustible, including wood joist/ Spray Sprinklers Where faced, the facing need not be rafters and wood trussed attics,with a non-combustible. The insulation is to ceiling below. BB,SD,or HIP Deflector Installation have a flame spread index of not more Position Below Peak/Ridge or Deck than 25. System Type for For roof pitches of 4:12 (33%)to 12:12 Verify chemical compatibility of the BB,SD,HIP,or AP (100%). 22 inches (558,8 mm) maxi- insulation with BlazeMaster CPVC by Wet using CPVC pipe mum, 16 inches (406, mm) minimum consulting www.lubrizol.com. Wet or dry using steel pipe (Ref. Figures 2&5). Note: Use of the 4.2 K sprinklers in For roof pitches of 3:12 (25%) up to BlazeMaster system may be used to dry pipe systems is permitted by sec- 4:12 (33%) (only 4.2K Model BB), 12 klefeed the wet system ceiling must tion 8.3.4.3 of NFPA 13 (2007 edition) inches (304,8 mm) maximum below be 6 in the floor below.There must where piping is corrosion resistant or the peak and a minimum of 1 inch be t inches Cation ov of noncom- where g p bustible insulation covering the hor- internally galvanized. (25,4 mm) below the bottom of top izontal or vertical pipe (Ref. Figures Hazard chord or solid wood rafter 9A, 913 & 9C) extending 12 inch- Light Hazard AP Deflector Position and es (304,8 mm) on each side away Roof Pitch from the centerline of the pipe, and BB,SD,or HIP Allowable Roof Span 1 to 3 inches (25,4 to 75,6 mm) below the area above the CPVC must be (Coverage)and Roof Pitch the bottom of the top chord or bottom protected by Model BB, SD, HIP, Refer to Table A for allowable roof of solid wood rafter, where the roof or AP Sprinklers (Ref. Figure 9A). If spans and roof pitches, as well as pitch is 3:12 to 12:12 and the top chord the pipe is located inside the ceil- for the associated minimum sprinkler or solid wood rafter is a nominal 12 ing joist, the joist channel must flows and pressures. Figures 1,2, 11 & inches(600 mm)or less be covered or filled with 6 inches 12 illustrate where the roof span is to (152,4 mm) of non-combustible in- be measured. BB or SD Deflector Installation sulation on top of the pipe and the Position Above Scissor Truss area above must be protected by Coverage Beyond BB,SD or HIP 18 inches (457,2 mm) minimum (Ref. BB, SD, HIP, nr AP Sprinklers (Ref. Allowable Roof Spans Figure 5) Figure 9B). Insulation is for fire pro- Up to 10 feet (3,1 m) of coverage at tection purposes. It is not freeze the eave(s) beyond the allowable roof BB,SD,or HIP Minimum Distance protection. BlazeMaster CPVC must spans for BB, SD, or HIP Sprinklers Away from Trusses be installed in accordance with may be obtained by using a single row Attic Sprinklers must be installed 6 the BlazeMaster installation guide of AP Sprinklers (Ref. Figures 14A, inches (152,4 mm) away from the face instructions. 14B&15). of trusses(Ref. Figure 7) • With reference to Figure 19, Blaze- BB,SD,HIP,or AP Minimum SD Distance from Shear Wall or Master CPVC may be used exposed Distance Between Sprinklers Draft Curtain to feed wet system BB, SD, or HIP 4 feet (1,2 m) as measured along the 4 to 6 inches(101,6 to 152,4 mm)from Sprinklers where: branchline for BB and SD (Ref. Figure face, and minimum 8 inches (203,2 3) mm) above bottom of draft curtain • Risers are vertical and protected (Ref. Figure 2) by a BB, SD, or HIP Sprinklers lo- 3 feet (0,9 m) as measured along the cated at a maximum lateral dis- branchline for HIP(Ref.Figure 12) Draft Curtains tance of 12 inches(304,8 mm)from 7 feet(2,1 m)between AP Sprinklers Draft curtains installed to permit the the riser centerline installation of Attic Sprinklers shall BB SD, or HIP Sprinklers are di- BB,SD,HIP,or AP Maximum be constructed so as to not allow rectly mounted on the branchline Distance Between Sprinklers heat to escape through or above the 6 feet (1,8 m) on center along the draft curtain. The draft curtain may BB, SD, or HIP Sprinklers are on branchline(Ref.Figures 3&12)for BB, be constructed of 1/2 inch (12,7 mm) arm-overs and located at a max- SD,and HIP plywood. imum lateral distance of 6 inch- For AP, the maximum spacing is 10 es(152,4 mm)from the branchline feet (3,1 m) perpendicular to slope BB or HIP Maximum Distance from centerline and 12 feet (3,6 m) parallel to slope. the Center Line of the Ridge BB, SD, or HIP Sprinklers are on When there is more than one row of 6 inches (152,4 mm) (Ref. Figure 8) with the deflector located 16 inches vertical sprigs attached to the AP Sprinklers, the sprinklers must be with t e d le 22 inches 16 i mm) branchline staggered per Figure 20-B-3. from the peak • p BB, SD, or HIP Sprinklers are on BB,SD,HIP,or AP Minimum Use of UL Listed BlazeMaster CPVC arm-over or angled sprigs,and lo- Distance to AP Sprinklers or Piping with Specific Application cated at a maximum lateral dis- Standard Spray Sprinklers tance of 6 inches(152,4 mm)from As measured along the peak/ridge di- Sprinklers for Protecting Attics the branchline centerline rection (Ref. Figure 4), 6 feet (1,8 m) (Wet Systems Only) from BB, SD, and HIP to Standard BlazeMaster CPVC piping may be A minimum lateral distance of 18 Spray Sprinklers used in a combustible concealed at- inches(450 mm)is maintained be- tic space requiring sprinklers when in- tween the CPVC pipe and a heat stalled in accordance with the follow- producing device such as heat ing guidelines: pumps,fan motors,and heat lamps TFP610 Page 7 of 28 DRY PIPE ALLOWABLE SYSTEM ROOF SPAN, MINIMUM MINIMUM MAXIMUM MODEL K SIN FLOW, PRESSURE, PITCH, a WATER F t (e) gpm(Ipm) psi(bar) Rise Over Run(/e) DELIVERY Feet(m) TIME, Seconds BB1 8.0 TY4180 s60(18,3) 38(144) 22.6(1,5) 4:12(33)to less than 7:12(58) (C) 13132 8.0 TY4181 s60(18,3) 38(144) 22.6(1,5) 7:12(58)to less than 10:12(83) (c) B133 8.0 TY4182 s60(18,3) 40(152) 25.0(1,7) 10:12(83)to 12:12(100) (c) BB1 5.6 TY3180 >40(12,2)to s60(18,3) 38(144) 46.0(3,2) 4:12(33)to less than 7:12(58) (c) 13132 1 5.6 1 TY3181 >40(12,2)to 60(18,3) 38(144) 46.0(3,2) 7:12(58)to less than 10:12(83) (c) B133 5.6 TY3182 >40(12,2)to 60(18,3) 38(144) 46.0(3,2) 10:12(83)to 12:12(100) (c) BBi 5.6 TY3180 s40(12,2) 25(95) 20.0(1,4) 4:12(33)to less than 7:12(58) (c) 13132 5.6 TY3181 2r40(12,2) 25(95) 20.0(1,4) 7:12(58)to less than 10:12(83) (c) B133 5.6 TY3182 e40(12,2) 25(95) 20.0(1,4) 10:12(83)to 12:12(100) (c) BB1 4.2 1 TY2180 s20(6,1) 13(49) 9.6(0,7) 3:12(25)to less than 7:12(58) 45(d) BB2 4.2 TY2181 s20(6,1) 13(49) 9.6(0,7) 7:12(58)to less than 10:12(83) 45(d) BB3 4.2 TY2182 s20(6,1) 13(49) 9.6(0,7) 10:12(83)to 12:12(100) 45(d) SD1 5.6 TY3183 >30(9,1)to s40(12,2) 35(132) 39.0(2,7) 4:12(33)to less than 7:12(58) (c) SD2 5.6 TY3184 >30(9,1)to 2540(12,2) 35(132) 39.0(2,7) 7:12(58)to less than 10:12(83) (c) SD3 5.6 TY3185 >30(9,1)to s40(12,2) 35(132) 39.0(2,7) 10:12(83)to 12:12(100) (C) SD1 5.6 TY3183 >10(3,0)to s30(9,1) 25(95) 20.0(1,4) 4:12(33)to less than 7:12(58) (C) SD2 5.6 TY3184 >10(3,0)to 530(9,1) 25(95) 20.0(1,4) 7:12(58)to less than 10:12(83) (c) SD3 5.6 TY3185 >10(3,0)to s30(9,1) 25(95) 20.0(1,4) 10:12(83)to 12:12(100) (C) SD1 5.6 TY3183 e 10(3,0) 19(72) 11.5(0,8) 4:12(33)to less than 7:12(58) (c) SD2 5.6 TY3184 s10(3,0) 19(72) 11.5(0,8) 7:12(58)to less than 10:12(83) (c) SD3 5.6 TY3185 s10(3,0) 19(72) 11.5(0,8) 10:12(83)to 12:12(100) (c) HIP 5.6 TY3187 >20(6,1)to s28(8,5) 34(129) 36.9(2,5) 4:12(33)to 12:12(100) (c) HIP 5.6 TY3187 s20(6,1) 25(95) 20.0(1,4) 4:12(33)to 12:12(100) (c) AP 5.6 TY3190 10(3,1) ( )x 12 3,6 Minimum 7 psi(0,48 bar) 3:12(25)to 12:12(100) 60(d) AP 4.2 TY2190 -See note(e) Minimum 0.10 gpm/ft2 (4,1 mm/min.)Design Density 3:12(25)to 12:12(100) 60(d) Notes: (a)The BB and SD roof span Is measured horizontally(rot along the slope)as shown in Figure 1 and 2. (b)The HIP roof span is measured horizontally as shown In Figure 12. (c)Rofer to 2007 edition of NFPA 13.Section T2.3. (d)Maximum water delivery time for all size of systems. (e)The AP roof span is measured along the slope.Maximum 10 feet(3,1 m)perpendicular to slope by maximum 12 feet(3,6 m)parallel to slope. TABLE A ALLOWABLE ROOF SPAN, FLOW,PRESSURE,AND PITCH FOR SPECIFIC APPLICATION SPRINKLERS FOR PROTECTING ATTICS TFP610 Page 8 of 28 • BlazeMaster CPVC may be used higher spacing. For example,a 45 feet Design exposed to provide wet system, (13,7 m) span with the BB1 (K=8.0) vertical or angled, sprigs to AP would be calculated at the 60 feet Guidelines Sprinklers (Ref. Figures 17A & 17B) (18,3 m)span. where: For the AP Sprinklers, the minimum To design a project with attic sprin- • The exposed portion of an angled design pressure is 7 psi,and the mini- klers use these steps as a guideline: sprig is a maximum length of 3 feet mum design density is 0.10 gpm/ft2 • Determine if single, dual directional (0,9 m),the sprig is supported ad- (4,1 mm/min).The NFPA 13,20 psi (1,4 or hip sprinkler is needed. jacent to the AP Sprinkler,and ver- bar) minimum operating pressure for . Determine the roof slope is between tical restraint is provided using the Standard Spray Sprinkler spacings 3:12 to 12:12. If more than one slope CPVC hanger support for horizon- parallel to the ridge that are above 8 is being used on a project, select tal pipe runs feet(2,4 m)does not apply to the AR the correct sprinkler for each area. • Vertical sprigs have a maximum Coverage Area • Follow the guidelines for each type exposed length of 10 feet (3,05 Coverage area for the BB (Back to of sprinkler. m), the AP Sprinkler is located at Back) Sprinklers is determined by a maximum lateral distance of 12 twice the distance of the furthest • Calculate the sprinkler system in ac- inches(3304,8 mm)from the sprig throw measured along the slope cordance with the appropriate flow centerline, and the sprig is sup- multiplied by the distance along and pressure information provid- ported at the swing joint to the AP the branchline (maximum distance ed in Table A, as well as Figure 20. Sprinkler along branchline is 6 feet[1,8 m] re- There is no interpolation of the flows • A minimum 6 inches (152,4 mm) gardless of the length of the throw), and pressures shown on the chart. deep of non-combustible insulation Note: The distance along the branch- For BB Sprinklers extending 12 inches(304,8 mm)on line may have to be reduced to less (Back to Back Dual Directional) each side away from the centerline than the maximum of 6 feet(1,8 m) to of the CPVC branchline feeding the remain under 400 ft2 (37,2 m2) maxi- • Verify framing direction is perpen- AP sprigs (Ref. Figure 17A). If the mum depending on the slope and the dicular to outside wall (Ref. Figure CPVC branchline is located inside span. In no case can the span exceed 12). If not, cover that area with AP the ceiling joist, the joist channel 60 feet (18,3 m) without additional Sprinklers or Standard Spray Sprin- must be covered or filled with a Standard Spray Sprinklers. klers(Ref. Figure 13). minimum of 6 inches (152,4 mm) Determine the throw needed (see deepof noncombustible insula- • Coverage area for the SD(Single Di- tion n to of the branchline feed- sectional) Sprinklers is the distance spacing requirements in Table 60 p along the branchline multiplied If over 20 feet (6,1 m) and up to 60 ing the AP sprigs (Refer to Figure g p feet(18,3 m) is required, use the 8.0 17B).Insulation is for fire protection by the distance of the throw down K-factor, BB Sprinklers to reduce purposes. It is not freeze rotec- the slope. Regardless of the throw, p the maximum distance along the the pressure required. If pressure tion.Additional depth of non-com- is not a concern, use the 5.6 K-fac- bustible insulation may be added branchline is 6 feet(1,8 m),the max- tor, BB Sprinklers to minimize over to reduce the exposed length of the imum throw measured horizontally discharge. AP sprigs. is 40 feet (12,2 m), and the maxi- mum coverage per sprinkler is 400 If less than 20 feet (6,1 m) is re- • A minimum lateral distance of 18 ft2(37,2 m2). quired, use the 4.2 K-factor, Back inches(450 mm)is maintained be- to Back Dual Directional to minimize tween the CPVC pipe and a heat Coverage area for the HIP Sprin- pressure and flow requirements producing device such as heat klers is the distance down the larger pumps,fan motors,and heat lamps slope multiplied by two, and multi- Determine the distance along the plied by the distance between the slope. If the distance is not equal, Mismatched Slopes sprinklers as measured along the use the longer side.Multiply the Ion- Refer to Figure 10. slope of the hip. ger side by two to determine the Obstructions Coverage area for the AP(Attic Plus) spacing down the slope. Four hun- For BB, SD, and HIP, refer to Figure Sprinklers is the distance along the dred divided by this value will de- termine the maximum spacing 16. For AP Sprinklers, refer to Figure branchline multiplied by the dis- along the ridge. The maximum dis- may BB, SD, HIP, and AP Sprinklers tance between the branchlines.The tance is 6 feet The m). For exam- may be installed directly on maximum maximum spacing is 10 feet (3,1 m) le, a 12:12etslope at the maximum 2-1/2 inch NPS (DN65) branch lines perpendicular to the slope and 12 span of 60 feet( 8,3 m)will produce without the need for sprigs. See the feet (3,6 m) parallel to slope, and a slope length of approximately produce 2007 edition of NFPA 13, 8.8.5.2 for as measured on the slope. When feet (e le mh That number multi- 2.5 requirements when installed on pipe there is more than one row of AP lied b twoproduces nu an 85 feet greater than 2-1/2 inch NPS(DN65). Sprinklers, the sprinklers must be plied m)throw.t our hundred square staggered per Figure 20-B-3. The feet maximum divided by hundred 85 feet Hydraulic Requirements maximum spacing per sprinkler is feet m) throw only allows a 4 feet Refer to Figure 20. 120 ft2(11,1 m ). 8 inches (1,4 m) spacing along the To Determine the Correct Flow and ridge. Using the maximum spacing, Pressure space the sprinklers along the ridge. For BB, SD, or HIP Sprinklers, deter- Avoid obstructions as shown in Fig- mine the roof span (measured hori- ure 16. If necessary, add Model AP zontally)and the slope of the roof, and Sprinklers or Standard Spray Sprin- then refer to Table A. There is no in- klers to maintain coverage around terpolation of the flow and pressure obstructions. shown. Round all cases to the next TFP610 Page 9 of 28 For SDSprinklers Care and Limited (Singlele Directional) �/� • Determine the throw needed. Maintenance Warranty • As the 400 ft2 (37,2 m2) is not a fac- The TYCO Specific Application Sprin- For warranty terms and conditions, for with the SD Sprinklers,the max- klers for Protecting Attics must be visit www.tyco-fire.com. imum spacing is 6 feet (1,8 m) and maintained and serviced in accor- the minimum is 4 feet (1,2 m) (Ref. dance with this section. Figures 2 & 11). (The reason 400 ft2 Ordering is not an issue with the single di- Before closing a fire protection system procedure rectional is because, at its max- main control valve for maintenance imum spacing, 6 feet [1,8 m] on work on the fire protection system that center / covering 40 feet [12,2 m] it controls, obtain permission to shut Contact your local distributor for avail- flat / a 12:12 slope / and the throw down the affected fire protection sys- ability. When placing an order, indi- being 56.5 feet [17,2 m], the 400 ft2 tem from the proper authorities and cate the full product name and Part [37,2 m2] maximum would not be notify all personnel who may be affect- Number(P/N). ed b exceeded.) y this action. Sprinkler Assemblies with • Avoid obstructions as shown in Fig- The owner is responsible for the in- NPT Thread Connections ure 16. If necessary, add Model AP spection, testing, and maintenance of Specify: Model (specify), (specify) K- Sprinklers or Standard Spray Sprin- their fire protection system and devic- factor, SIN (specify), Specific Applica- klers to maintain coverage around es in compliance with this document, tion Attic Sprinkler, P/N (specify): obstructions. as well as with the applicable stan- dards of the National Fire Protection BBi(K=8.0), For HIP Sprinklers Association(e.g., NFPA 25), in addition TY41 0... , ... P/N 51-623-1-200 BB2 to the standards of any other authori- ( - ) • Verify framing direction is perpen- ties having jurisdiction.Contact the in- TY4181 ...................P/N 51-621-1-200 dicular to outside wall (Ref. Figure stalling contractor or product manu- BB3(K=8.0), 12). If not, cover that area with AP facturer with any questions. TY4182.................. P/N 51-622-1-200 Sprinklers or Standard Spray Sprin- Automatic sprinkler systems should BBi (K=S.$), Sprin- klers(Ref. Figure 13) be inspected, tested, and maintained TY3180.................. P/N 50-601-1-212 • From the intersection of the top of by a qualified Inspection Service in BB2(K=5.6), the hip and the ridge, the maximum accordance with local requirements TY3181.................. P/N 50-602-1-212 distance down the slope of the hip and/or national code. BB3(K=5.6), is 3 feet(0,9 m).Start the layout with TY3182.................. P/N 50-603-1-212 the first sprinkler as close to that Sprinklers that are found to be leaking or exhibiting visible signs of corrosion BB1(K=4.2), point as possible, but no further, must be replaced. TY2180..................P/N 50-620-1-200 while staying 6 inches (152,4 mm) BB2(K=4.2), away from the face of the truss- Automatic sprinklers must never be TY2181.................. P/N 50-621-1-200 es. Remember the slope of the hip painted, plated, coated, or otherwise BB3(K=4.2), is not equal to the slope of the roof altered after leaving the factory. Modi- TY2182.................. P/N 50-622-1-200 from the ridge to the outside wall. fied sprinklers must be replaced. Continue to space sprinklers down SD1 (K=5.6), the hip at a maximum n feet Over-heated solder type sprinklers TY3183...................P/N 50-611-1-212 m)on center as measured along the must be replaced. Bulb-type sprin- SD2(K=5.6), klers that have been exposed to cor- TY3184...................P/N 50-612-1-212 slope of the hip. When the bottom of the hip is encountered, the last rosive products of combustion, but SD3(K=5.6), sprinkler must be within 7-1/2 feet have not operated,should be replaced TY3185.................. P/N 50-613-1-212 If they cannot be completely cleaned (2,3 m) of the outside wall as mea- by wiping the sprinkler with a cloth or HIP(K=5.6), sured flat (plan view). If this pipe is by brushing it with a soft bristle brush. TY3187.................. P/N 51-620-1-200 "cut to fit", remember to account for the different slopes of the hip Care must be exercised to avoid dam- AP(K=5.6), and the roof, as well as distances age to the sprinklers before, during, TY3190.................. P/N 50-625-1-200 measured along the slope verses and after installation. Sprinklers dam- AP(K=4.2), horizontal in plan view must be ac- aged by dropping, striking, wrench TY2190.................. P/N 50-624-1-200 counted for. twist/slippage, or the like, must be Sprinkler Wrench • Avoid obstructions as shown in Fig- replaced. Also, replace any sprinkler Specify: W Type 3 Sprinkler Wrench, ure 16. If necessary, add Model AP that has a cracked bulb or that has P/N 56-895-1-001 Sprinklers or Standard Spray Sprin- lost liquid from its bulb. (Refer to In- klers to maintain coverage around stallation Section.) Specify: W Type 20 Sprinkler Wrench, P/N 56-000-1-106 obstructions. Specify: W Type 6 Sprinkler Wrench, P/N 56-000-6-387 TFP610 Page 10 of 28 ROOF SPAN 6"(152,4 mm)MAX. ROOF SPAN (COVERAGE) I 4"(101,6 mm)MIN. ' (COVERAGE) — SEE FIG.11 FROM WALL DECK AP or STANDARD BACK TO BACK SPRAY SPRINKLER STANDARD SPRINKLER 1 TRUSS SINGLE DIRECTIONAL SCISSOR /SPRINKLERS 12 TRUSS 1 ` SEE 4-12 22"(558,8 mm)MAX. ••• FIG.11 16"(406,4 mm)MIN. i' BOTTOM OF SHEATHING DRAFT CURTAIN 8"MIN. \ FULL WALL TO DECK TO DECK (203,2 mm) FIGURE 1 FIGURE 2 6'-0"(1,83 m)MAXIMUM 7'-0"(2,1 m)MIN.FOR AP SPRINKLERS 4'-0"(1,22 m)MINIMUM 6'-0"(1,8 m)MINIMUM FOR IT STANDARD SPRAY SPRINKLERS IT� BB or SD ATTIC I I I I IT� AP or STANDARD I I ATTIC I I `7 I I SPRINKLERS I I RIDGE I I SPRAY SPRINKLER I I SPRINKLER ' RIDGE II II II II II II II II II 11 II II II II 11 II 11 11 II II II II II II II II II II II II II II BRANCH II II II II II BRANCH II II II II II LINE II II 11 II 11 LINE II II II II II II II II II II II II I I TRUSS I I I I CEILING I I 11 TRUSS CEILING I I II II II II II 11 II 11 II II II II II 11 / II II II II II / II FIGURE 3 FIGURE 4 22"(558,8 mm)MAX. BB,SD or HIP ATTIC BB,SD or HIP 16"(406,4 mm)MIN. SPRINKLER ATTIC -or- STANDARD Z SPRINKLER FORA ROOF PITCH /��TRUSS 18"MIN. 26'-0"(7,92 m) AP or LESS THAN 4:M (457,2 mm) 12"(304,8 mm)MAXIMUM M MINIMUM STANDARD BELOW PEAK AND 1° SPRAY (25,4 mm)MINIMUM / \ SPRINKLERS BELOW BOTTOM OF \ TOP CHORD OR RAFTER SCISSOR TRUSS FIGURE 5 FIGURE 6 6"(152,4 mm) 6"(152,4 mm) MINIMUM MAXIMUM BB or HIP �t�r ATTIC I I BB,SD or HIP 11 I I SPRINKLER I I I I SPRINKLER I i RIDGE I I I I I I I I I I I I 22"(558,8 mm)MAX. II II II II II 16"(406,4 mm)MIN. I I i t 11 BRANCH I I I I BOTTOM OF SHEATHING II II II LINE II II II II II II II I I TRUSS CEILING I I II II II II II II II II II / II FIGURE 7 FIGURE 8 TFP610 Page 11 of 28 12"MIN. YID 12°MIN. SINGLE DIRECTIONAL ATTIC (304.8 mm) IF (304,8 mm) I� SPRINKLERS AS SPRINKLER I I APPROPRIATE FOR PROTECTED JI RESPECTIVE SLOPE SPACE 6"MIN. (152,4 mm) DRAFT CURTAIN 8"MIN. (SHOWN) � / \203,2 mm) OR FULL WALL �/�\\ TO ROOF DECK // \\ CEILING NON-COMBUSTIBLE JOIST INSULATION FOR FIRE 7t PROTECTION OF CPVC CPVC PIPE CEILING PIPE,NOT FREEZE &FITTINGS SPRINKLER PROTECTION �A B\ WHEN ANGLE"A"DOES FIGURE 9A NOT EQUAL ANGLE"B" FIGURE 10 PERMITTED USE OF ATTIC SPRINKLERS FOR MISMATCHED SLOPES NON-COMBUSTIBLE INSULATION ATTIC AP or STANDARD FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER SPRAY SPRINKLER / NOT FREEZE PROTECTION PROTECTED COVERAGE ON SLOPE OPTION A / OPTION B SPACE BB,SD or HIP COVERAGE ON HORIZONTAL 6"MIN. / (152,4 CPVC PIPE CEILING JOIST / &FITTINGS SPRINKLER CEILING i FIGURE 9B CEILING ROOF JOIST NON-COMBUSTIBLE INSULATION ATTIC JOIST OR TOP CHORD FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER NOT FREEZE PROTECTION PROTECTED AP or STANDARD SPACE SPRAY SPRINKLER COVERAGE ON SLOPE VERTICAL BB,SD or HIP RISE 1 COVERAGEON -i. MAXIMUM HORIZONTAL 6"MIN. 2"(50 mm)VENT / (152,4 mm) PERMITTED f TOP OF /J CEILING INSULATION JOIST 1- CEILG E EVATION CPVC PIPE CHANGE CEILING&FITTINGS i FIGURE 9C NON-COMBUSTIBLE ROOF JOIST FIGURE 9 INSULATION OR TOP CHORD NON-COMBUSTIBLE INSULATION FIGURE 11 FOR THE PROTECTION OF CPVC PIPE COVERAGE STARTING POINTAT EAVE TFP610 Page 12 of 28 7'-6"(2,3 m)MAX.HORIZONTAL SEE FIG.11 I t l l l l l l l l l l l HIP SPRINKLERS BACK PROTECT AREA ON ---I 11 1 1 1 1 1 1 1 1 1 TO BACK BOTH SIDES OF -- t I 1 I 1 I I I I I SPRINKLERS FIGURE 12 HIP RIDGE -_--- I I I I I I I I I HIP ROOF INSTALLATION WITH RAFTERS FRAMED RAFTERS IN HIP SLOPE __ HIP--- I I I I I I I ! PERPENDICULAR TO AREA PERPENDICULAR SLOPE ___ 1 1 ROOF OUTSIDE WALL TO OUTSIDE WALL I I I I I I SLOPE (SHOWN WITH HIP ------- 1 1 1 SPRINKLERS PROTECTING OUTSIDE ----- I I I I I I I I I I RIDGE LINE HIP SLOPE&ADJACENT MAXIMUM WALL ---- 1 1 1 1 1 I I AREAS TO HIP SLOPE) 28'-0"(8,5 m) HORIZONTAL HIP RIDGES I I I I I I I I I I 6'-0"(1,8 m)MAX. 3'-0"(0,9 m) SEE FIG.11 3'-0"(0,9 m)MIN. MAX.ON ON HIP SLOPE HIP SLOPE FIGURE 13A 6'-0"(1,8 m)MAX. - 6'-0"(1,8 m)MAX. HIP ROOF INSTALLATION WITH TRUSSES FRAMED STANDARD SPRAY PARALLEL TO OUTSIDE WALL SPRINKLERS INSTALLED PER NFPA 13 IN HIP SLOPE I BACK (SHOWN WITH STANDARD AREA WHEN TRUSSES I TO BACK SPRAY OR AP SPRINKLERS IN ARE FRAMED PARALLEL I I SPRINKLERS HIP SLOPE) TO OUTSIDE WALL WHERE AN AREA TRUSSES IN HIP SLOPE AREA i I I I (SHOWN NON-SHADED) PARALLEL TO OUTSIDE WALL I S OPE I I ROOF IS PROTECTED I I I SLOPE WITH AP SPRINKLERS, ( I l l t l l CPVC MAY BE OUTSIDE WALL- 1 t I • I USED FOR CEILING MAXIMUM I I I RIDGE LINE 40'-0"(12,2 m) SINGLE , PROTECTION BELOW 3'-0"(0,9 m) HORIZONTAL DIRECTIONAL 1 (SEE PAGE 6) ROOF SPAN SPRINKLERS I I MAX.ON (COVERAGE) HIP SLOPE HIP RIDGES /^ 3'-0"(0.9 m) MAX.ON CPVC PIPE MAY BE USED IN SHADED AREA ONLY HIP SLOPE FOR CEILING PROTECTION BELOW(SEE PAGE 6) STANDARD SPRAY IIII III1I ♦♦ II II II ' 6'-0"(1,8 m)MAX. SPRINKLERS INSTALLED PER NFPA 13 IN HIP SLOPE AREA WHEN TRUSSES L BACK ARE FRAMED PARALLE TO BACK TO OUTSIDE WALL SPRINKLERS FIGURE 13B HIP ROOF INSTALLATION TRUSSES IN HIP SLOPE AREA PARALLEL TO OUTSIDE WALL I WITH TRUSSES FRAMED I ROOF PARALLEL TO OUTSIDE WALL OUTSIDE WALL 1 I SLOPE (SHOWN WITH STANDARD I I SPRAY OR AP SPRINKLERS WHERE AN AREA IN HIP SLOPE&ADJACENT (SHOWN NON-SHADED) t I I RIDGE LINE AREAS TO HIP SLOPE) WITH PROTECTED I I I I ICI I H AP SPRINKLERS, CPVC MAY BE 11 USED FOR CEILING I I ♦ I I I PROTECTION BELOW (SEE PAGE 6) CPVC PIPE MAY BE USED IN SHADED AREA ONLY HIP RIDGES FOR CEILING PROTECTION BELOW(SEE PAGE 6) .i TFP610 Page 13 of 28 Attic Spaces Greater Than 60 Feet(18,3m) up to 80 Feet(24,4m)Wide, (Ref. Figures 14&15) Only 8.0 K, BB Sprinklers in conjunction with AP Sprinklers or Standard Spray Sprinklers can be used to protect attics up to 80 feet(24,4 m)wide. NOTE Attics over 80 feet(24,4 m)wide must use Standard Spray Sprinklers throughout because Attic Sprinklers have not been tested in this scenario. For single ridge construction (Ref. Figure 14A&1413), use 8.0K, BB Sprinklers to protect the center portion.AP Sprinklers (Ref. Fig. 14A) or Standard Spray Sprinklers (Ref. Fig. 1413) are then used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 60 foot(18,3 m)span of the 8.OK, BB Sprinklers. For hip roof construction(Ref. Figure 15), use 8.01K, BB Sprinklers in the center portion and HIP Sprinklers can be located down the entire hip.AP Sprinklers or Standard Spray Sprinklers are then used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 60 foot (18,3 m) span of the 8.OK, BB Sprinklers, and the maximum allowable horizontal coverage of the HIP Sprinklers. SEE FIG.11 SEE FIG.11 SD SPAN (TABLE A) �y BB SPAN (TABLE A) AP ~T~ 10'-0"MAX. SPRINKLERS 10'-0"MAX. (3,05 m) BB ATTIC SPACED (3,05 m) AP 6'-0- SPRINKLER 8'-0"(2,4 m) AP SPRINKLER 6'-0" SD ATTIC SPRINKLER (1,83 m) TO COVERAGE (1,83 m) SPRINKLER COVERAGE MAX. / T-0"(1,8 m) MAX. CaS/ ON CENTER 6'-0"MAX. I AP (1,83 m) SPRINKLERS 6'-0"MAX. 4'-0"MIN. SPACED (1,83 m) (1,22 m) 8'-0"(2,4 m) 4'-0"MIN. TO (1,22 m) 7,-0"(1,8 m) ON CENTER FIGURE 14A FIGURE 14B 10'-0" HIP BACK (3,0 m)yl SPRINKLERS TO BACK SPRINKLERS HIP RIDGES �_ 10'-0' I (3,0 m) AP RIDGE SPRINKLERS AT THE EAVES LINE I I I I PERIMETER I HIP OOF PROTECTION j SI.OPE SLOPE AREA 8B SPAN (TABLE A) 10'-0" (3,0 m) CPVC PIPE MAY BE USED IN SHADED 7'-0"to 10'-0" AREA FOR CEILING (2,1 m to 3,0 m) PROTECTION BELOW ON CENTER FOR (SEE PAGE 6) AP SPRINKLERS FIGURE 15 TFP610 Page 14 of 28 BB ATTIC BB ATTIC 3-1/2"MIN. SPRINKLER ANY SPRINKLER (88,9 mm) 36 MIN. DISTANCE AIR SPACE (914,4 mm) NO l GREATER ADDITIONAL \`� \ (1 52 4 mm) (152 46"MAX. Nmm) / SPRINKLER REQUIRED ADDITIONAL AP OR STANDARD SPRAY \\ / LOCA ER REQUIRED II (LOCATE PER FIGURE 14A OR 14B) FIGURE 16A FIGURE 16B There can be a maximum 6 inch (152,4 mm) high Horizontal Obstruction as long as it is 36 inches (914,4 mm), measured vertically, below the Attic Sprinkler. If the obstruction is closer or larger,there must be a sprinkler on the other side of the obstruction. Reference Figures 16A and 16B.This criteria does not limit the top chord of the trusses or the depth of the rafter, but does limit the obstructions that run across the trusses or rafters. BB ATTIC Dimension A Distance B Additional SPRINKLER Sprinkler Maximum Minimum Required 6"(152,4 mm) 36"(914,4 mm) Horizontal Horizontal MINIMUM MINIMUM Dimension of Distance to Beyond NO Obstruction Obstruction Obstruction ADDITIONAL SPRINKLER All Vertical Obstructions <6"(152,4 mm) YES REQUIRED 1/2"-1"1112,7 mm-25,4 mm) 6"(152,4 mm) NO ® N 1"-4"(25,4 mm-101,6 mm) 12"(304,8 mm) NO 4�(1,2 m) I`-MAXIMUM 4"-8"(101,4 nun-203,2 mm) 24'(009,0 anti) NO 4Z 7 8"-10"(203,2 mm-254,0 mm) 5'-0"(1,52 m) NO FIGURE 16C 10"-20"(254,0 mm-508,0 mm) 10'-0"(3,05 m) NO LESS THAN BB ATTIC 20"-30"(508,0 mm-762,0 mm) 15'-0"(4,57 m) NO 6"(152,4 mm) SPRINKLER 30"-40"(762,0 mm-1016,0 mm) 20'-0"(6.10 m) NO 36" mm) 40"-48"(1016,0 mm-1219,2 mm) 25'-0"(7,62 m) NO ADDITIONAL AP MINIMUM OR STANDARD SPRAY >48"(1219,2 mm) Any Distance YES SPRINKLER(S) REQUIRED(LOCATE PER FIGURE 14A OR 14B)�®\ GREATER THAN DIMENSION A 4'-0"(1,2 m) $ PER TABLE DIMENSION B De FIGURE 16D PER TABLE ADDITIONAL AP If the Horizontal Obstruction is below the sprinkler, there OR STANDARD SPRAY P ` SPRINKLER REQUIRED must be 6 inches (152,4 mm) clearance over the top of the (LOCATE PER FIGURE obstruction, and the obstruction must be 4 feet (1,2 m) or 14A OR 14B) less in width to allow water to pass both over and under the obstruction. The clearance is measured perpendicular to and from the bottom of the rafter. If there is not 6 inches FIGURE 16E (152,4 mm) of clearance above the obstruction, a sprinkler For Vertical Obstructions, the maximum dimension of the must be located on the other side of the obstruction. If the obstruction is its width and the horizontal distance away obstruction is greater than 4 feet(1,2 m)in width,a sprinkler from the obstruction is measured horizontally. must be added below the obstruction. Reference Figures 16C and 16D, where the maximum spacing for AP Sprin- klers is 12 feet (3,7 m) and Standard Spray Sprinklers is 15 feet(4,6 m). FIGURE 16(1 OF2) OBSTRUCTIONS TO WATER DISTRIBUTION- BB, SD&HIP (Obstructions to Water Distribution for Attic Sprinklers Differ from Standard Sprinklers as Shown) TFP610 Page 15 of 28 Figure 16F Figure 16G Area Outside of Mechanical Space Piggyback or Similar Compartmental Space Trusses When a BB Sprinkler is 36 inches(914,4 mm)or greater When a BB Sprinkler can be installed below or between above the space,and 36 inches(914,4 mm)or greater stiffeners and maintain the 16 to 22 inch �404,4 to 558,8 clearance above the space is present,additional sprinklers mm)distance to the peak,as well as the'V and"H"clear- are not needed. ance to the stiffeners,additional sprinklers are not required. When a BB Sprinkler is a 36 inches(914,4 mm)or greater When the stiffeners are located a minimum of 12 inches above the space,and a 12 to 36 inches(304,8 mm to 914,4 (304,8 mm) below the BB Sprinkler, the stiffeners are 7-1/2 mm)clearance above the space is present, Intermediate inches(190,5 mm) maximum in width, the openings are 12 Level Standard Sprinklers are to be Installed to protect the inches (304,8 mm) minimum, and there is 70% minimum obstructed area. open area, additional sprinklers are not required. Otherwise,the area beyond the mechanical space is to be Otherwise,additional sprinklers are required as shown. protected as shown by installing Standard Spray Sprin- klers as necessary— OR — by constructing a shear wall •V. H and installing SD Sprinklers. V Note:In a!1 cases,the mechanical space or similar compart- ® o BB1 BB2 BB3 • o• o• o° mented space is to be sprinklered per its respective hazard rating and separated from the light hazard attic space by I---��—•H• V>0" V+15" V+10" V+8" construction that has a fire resistance rating based on the water supply duration required for the hazard rating within BOTTOM STIFFENERS the mechanical space or similar compartmented space. PLANE OF STIFFENERS 22"(558.8 mm)MAX. BB ATTIC V.SPRINKLER 16"(406,4 mm)MIN. 1 OR GREATER NO ADDITIONAL 36"(914,4 mm) SPRINKLERS ` OR GREATER REQUIRED / ' /X/ '71-7\ TOP OF BB ATTIC STANDARD MECHANICAL DEFLECTOR SPRINKLER SPRAY SPRINKLER SPACE BB ATTIC 70%MINIMUM SPRINKLER \ %� OPEN AREA 1 m TO STIFFENERS / 1 6"(152152,4 mm))TYP. 12"(304,8 mm)TO 36"(914,4 mm) 3-1/2"MIN. \ 12"MIN. 36"(914,4 mm) OR GREATER (88.9 mm) (304,8 mm) INTERMEDIATE AIR SPACE LEVEL BB ATTIC STANDARD SPRAY ` SPRINKLER SPRINKLER T o 7-1/2"MAX. 12"MIN. STANDARD MECHANICAL 4"(101,6 mm)TO (190,5 mm)~ (304,8 mm) SPRAY SPRINKLER SPACE 6"(152,4 mm)TYP. BB ATTIC LESS THAN BB ATTIC SPRINKLER OR 70%OPEN AREA, SPRINKLER STANDARD SPRAY OPENINGS LESS THAN STANDARD SPRINKLER 12"(304,8 mm)WIDE, LESS THAN SPRAY SPRINKLER OR STIFFENERS 12"(304,8 mm) INTERMEDIATE GREATER THAN LEVEL 7-112"(190,5 mm) STANDARD WIDE SPRINKLER MECHANICAL SPACE PROTECT WITH ADD SHEAR WALL AND STANDARD SPRAY -OR- PROTECT WITH SINGLE SINGLE INSTALL SINGLE SPRINKLERS DIRECTIONAL SPRINKLERS DIRECTIONAL DRAFT CURTAIN DIRECTIONAL SPRINKLER OR FULL WALL SPRINKLER FIGURE 16(2 OF 2) OBSTRUCTIONS TO WATER DISTRIBUTION— BB, SD&HIP (Obstructions to Water Distribution for Attic Sprinklers Differ from Standard Sprinklers as Shown) TFP610 Page 16 of 28 0"MAX.I AP AP (0,9 m) SPRINKLER L KLER AP � P SPRIG 10'-0"MARIG 6"MIN. (3,0 m) MIN. FIGURE 17A JOIST (152,4 mm) JOIST4 mm) EXPOSED CPVC WITH AP SPRINKLERS AND BRANCHLINE OVER JOISTS �r-12"MIN. �h 12"MIN. ' 12'MIN. -1/12"MIN. ' (304.8 mm)— (304.8 mmj (304.8 mm) / (304.8 mmj NUN-CUMiUS I IBLE NON-COMBUSTIBLE INSULATION FOR FIRE 111111 INSULATION FOR FIRE PROTECTION OF CPVC CEILING PROTECTION OF CPVC CEILING PIPE,NOT FREEZE PIPE,NOT FREEZE PROTECTION PROTECTION OPTION A OPTION B 3'-0•MAX AP AP (0.9 nt) *_ SPRINKLER �� SPRINKI FR AP 10'-0"MAX. AP SPRIG (3,0 m) SPRIG FIGURE 17B EXPOSED CPVC WITH AP SPRINKLERS AND %—N bJOIST JOIST BRANCHLINE WITHIN JOISTS 6"MIN. NON-COMBUSTIBLE 6"MIN. NON-COMBUSTIBLE (132A mtn) INSULATION FOR FIRE (102,4 n1m) INSULATION Fon rIf1E PROTECTION OF CPVC PROTECTION OF CPVC PIPE,NOT FREEZE PIPE,NOT FREEZE CEILING PROTECTION CEILING PROTECTION OPTION A OPTION B OBSTRUCTION OBSTRUCTION AP Al I SPRINKLER C AP C • SPRINKLER I D I�_ A23 ,A s 24"(609609 _-�. D �—A—j (Use dimension C or D, whichever is greater) ELEVATION VIEW PLAN VIEW Minimum Horizontal Vertical Distance FIGURE 18 Distance Below Deflector OBSTRUCTIONS TO WATER (A) (B) DISTRIBUTION FOR (!A 3 5152,4 mm) (76,2 mm) MODEL AP SPRINKLERS A—�{ 1 to 9" I� 152,4 mm to 228,6 mm) (101.6,6 mm) >9 B A'to 12" 6" B (>228,6 mm to 304,8 mm) (88,9 mm) AP >12"to 15" 8" SPRINKLER (>304,8 mm to 381,0 mm) (203,2 mm) >15"to 18" 9-1/2' OBSTRUCTION (>361,0 mm to 457,2 mm) (241,3 mm) >18'to 24' 12-1/2^ (>457,2 mm to 609.6 mm) (317,5 mm) >24"to 30" 15-1/2" (>609,6 mm to 762.0 mm) (393,7 mm) >30" 18" (>762,0 mm) (457,2 mm) TFP610 Page 17 of 28 A=6"(150 mm)MAX. PB 6=12"(300 mm)MAX.A LE SPRIG B SPRIG ARMOVER BRANCHLINE DIRECT MOUNT VERTICAL RISER FIGURE 19 EXPOSED CPVC WITH BB,SD,AND HIP SPRINKLERS HYDRAULIC CALCULATIONS Attic sprinklers must be calculated in conformance with these guidelines. In all cases, the design area shall include the most hydraulically demanding sprinklers. More than one set of calculations may be required to prove different situations. For individual areas requiring more than four AP Sprinklers,the maximum area of attic protected by AP Sprinklers is lim- ited to 3000 ft2(279 m2)in any single area.Areas must be separated by a minimum of 15 feet(4,6 m)by an area protected by BB,SD,or HIP Sprinklers,in order to be considered separate areas. The hydraulic calculations have been divided into three parts as follows: • FIGURE 20-A:"Attics Protected Entirely By BB,SD,and HIP Attic Sprinklers". 20-A-1 (Page 18)BB Sprinklers 20-A-2(Page 18) BB and HIP Sprinklers 20-A-3(Page 19) BB and SD Sprinklers 20-A-4(Page 19)SD Sprinklers 20-A-5(Page 19)SD and HIP Sprinklers 20-A-6(Page 19)HIP Sprinklers • FIGURE 20-B:"Attics Protected With A Mixture Of BB.SD,and HIP Attic Sprinklers And AP Sprinklers". 20-13-1 (Page 20)SD Sprinklers&AP Sprinklers At The Ridge 20-B-2(Page 20)BB Sprinklers&AP Sprinklers At The Eaves or Beyond An Obstruction 20-B-3(Page 21)BB Sprinklers&AP Sprinklers At The Hip 20-B-4(Page 21)BB Sprinklers,SD Sprinklers, HIP Sprinklers,&AP Sprinklers At The Hip 20-13-5(Page 22)BB,SD,or HIP Sprinklers&AP Sprinklers in a Dormer,at a Cross,or at an Ell 20-13-6(Page 22)BB,SD,or HIP Sprinklers&AP Sprinklers Separated By Compartmentalization • FIGURE 20-C: "Attics Protected With A Mixture Of BB. SO, and HIP Attic Sprinklers And Standard Spray Sprinklers". 20-C-1 (Page 23)SD Sprinklers&Standard Spray Sprinklers At The Ridge 20-C-2(Page 23)BB Sprinklers&Standard Spray Sprinklers At The Eaves or Beyond An Obstruction 20-C-3(Page 24)BB Sprinklers&Standard Spray Sprinklers At The Hip 20-C-4(Page 25)BB Sprinklers,SD Sprinklers,HIP Sprinklers,&Standard Spray Sprinklers At The Hip 20-C-5(Page 26)BB,SD,or HIP Sprinklers&Standard Spray Sprinklers in a Dormer, at a Cross,or at an Ell 20-C-6(Page 26)BB,SD,or HIP Sprinklers&Standard Sprinklers Separated By Compartmentalization MODEL BB MODEL SD MODEL AP BACK TO BACK SINGLE DIRECTIONAL ! MODEL HIP • OR Sli1NDARD SPRAY FIGURE 20 HYDRAULIC CALCULATIONS TFP610 Page 18 of 28 FIGURE 20-A-1. BB SPRINKLERS • Wet Systems — Calculate the RIDGE most demanding five sprinklers. _}u • Dry Systems — Calculate the most demanding seven sprinklers (see adjacent figure). DRY SYSTEM SHOWN JIMU FIGURE 20-A-2. BB AND HIP SPRINKLERS • Wet Systems — Calculate the most de- manding five sprinklers. • Dry Systems — Calculate the most de- DRY SYSTEM SHOWN manding seven sprinklers, and then calcu- late the most demanding contiguous nine sprinklers with a maximum of seven to be BB Sprinklers (see adjacent figures). Usen � the most demanding calculation. RIDGE J DRY SYSTEM SHOWN TFP610 Page 19 of 28 !FIGURE 20-A-3.BB AND SD SPRINKLERS �- _ - . OBSTRUCTION • Wet Systems — Calculate the most de- manding five BB Sprinklers plus two SD RIDGE Sprinklers. 0 4 —'w—�— • Dry Systems — Calculate the most de- manding seven BB Sprinklers plus up to two SD Sprinklers(see adjacent figure). DRY SYSTEM SHOWN FIGURE 20-A-4. SD SPRINKLERS q^ RIDGE • Wet Systems — Calculate the most de- x_ g'+ B ,,�➢„ ! ! manding five SD Sprinklers. • Dry Systems — Calculate the most de- manding nine SD Sprinklers (see adja- WALL OR Cent figure). DRAFT CURTAIN AT RIDGE I DRY SYSTEM SHOWN FIGURE 20-A-5. SD AND HIP SPRINKLERS RIDGE • Wet Systems — Calculate the most de- ! ! s ! ! ! ! manding five sprinklers. • Dry Systems— Calculate the most demand- ing nine sprinklers with a maximum of seven ; WALL OR DRAFT CURTAIN to be SD Sprinklers(see adjacent figure). AT RIDGE DRY SYSTEM SHOWN FIGURE 20-A-6. HIP SPRINKLERS 46 • Wet Systems — Calculate the most de- manding five sprinklers (see adjacent fig- ure). ,pQ y%o • Dry Systems — Calculate the most de- manding nine sprinklers. WET SYSTEM SHOWN TFP610 Page 20 of 28 FIGURE 20-B-1. SD SPRIN- KLERS&AP SPRINKLERS AT THE RIDGE -- ---_- _ • Wet Systems — Calculate the Y RIDGE most demanding five sprinklers w A^ ' ♦— of one type. Use the most de- manding calculation. OR • Dry Systems, — Calculate the WALLSDRAFT most demanding nine SD Sarin- cunTAINS klers,and then calculate the most DRY SYSTEM SHOWN demanding seven AP Sprinklers. Use the most demanding calcu- lation(see adjacent figure). • s • • • • • RIDGE DRY SYSTEM SHOWN FIGURE 20-B-2.BB OR SD SPRINKLERS&AP SPRIN- KLERS AT THE EAVES OR • oesTnucTlor� BEYOND AN OBSTRUCTION • Wet Systems — Calculate the RIDGE most demanding five BB or SD Sprinklers plus up to two most demanding AP Sprinklers. • Dry Systems — Calculate the most demanding seven BB or SD Sprinklers plus up to two most demanding AP Sprinklers (see DRY SYSTEM SHOWN adjacent figures). DRY SYSTEM SHOWN TFP610 Page 21 of 28 FIGURE 20-B-3. AREA 2 AREA 1 AREA 3 BB SPRINKLERS&AP SPRIN- WITH AP WITH BB —�I WITH AP �— KLERS AT THE HIP SPRINKLERS SPRINKLERS SPRINKLERS Where the total number of AP Sprinklers at the hip is greater than STAGGERED • • i • • SPACING WHEN four: MORETHAN • • i • • • Wet Systems — Calculate the ONE ROW • • most demanding five BB Sprin- klers plus the two most demand- • • • • ing AP Sprinklers, and then cal- I • ; • culate the most demanding area • • Up to 1500 ft2 (137 m2) having AP + • I • Sprinklers(e.g.,Area 2 in adjacent I • • i • • upper figure). Use the most de- manding calculation. MINIMUM • Dry Systems — Calculate the SEPARATION most demanding seven BB Sprin- 15'-D"(4,6 m) klers plus the two most demand- ing AP Sprinklers, and then cal- culate the most demanding area up to 1950 ft2 (181 m2) having AP Sprinklers(e.g.,Area 2 in adjacent upper figure). Use the most de- manding calculation. FIGURE 20-B-4. BB SPRIN- KLERS,SD SPRINKLERS, HIP SPRINKLERS, &AP SPRIN- KLERS AT THE HIP WALL OR Where the total number of AP DRAFT « Sprinklers at the hip is four or less: CURTAIN r • F�II eL • Wet Systems — Calculate the • most demanding five BB, SD, or HIP Sprinklers plus up to two M most demanding AP Sprinklers. • Dry Systems — Calculate the most demanding nine BB, SD, DRY SYSTEM SHOWN or HIP Sprinklers plus up to two most demanding AP Sprinklers AREA 2 AREA 1 AREA 3 (Of the nine BB, SD,Or HIP Sprin- WITH AP WITH BB&SD WITH AP klers, calculate up to a maximum SPRINKLERS SPRINKLERS SPRINKLERS of seven BB Sprinklers, see adja- cent upper figure). Where the total number of AP Sprinklers at the hip is greater than four: — • Wet Systems — Calculate up to the most demanding five BB, SD, or HIP Sprinklers plus the two most demanding AP Sprinklers, and then calculate the most de- manding area up to 1500 ft2 (137 m2) having AP Sprinklers(e,g., Area 2). Use the most demanding MINIMUM calculation. SEPARATION 15'-0"(4,6 m) • Dry Systems — Calculate up to the most demanding nine BB, SD, or HIP Sprinklers plus the two most demanding AP Sprinklers, and then calculate the most de- manding area up to 1950 ft2 (181 m2) having AP Sprinklers (e.g., Area 2). Use the most demanding calculation. TFP610 Page 22 of 28 AP • SPRINKLERS (4 OR LESS) FIGURE 20-B-5. BB, SD, OR HIP = SPRINKLERS&AP SPRINKLERS IN A DORMER,AT A CROSS,AT ., A HIP, OR AT AN ELL Where the quantity of AP Sprin 40 - klers In each dormer, cross, or ell is four or less (see adjacent fig 40 - ure) and all of the dormers, cross- es and ells meet the maximum four AP AP Sprinkler criteria, calculate the SPRINKLERS BB, SD, or HIP Sprinkler demand (4 OR LESS) as described in Part A-1 thru A-6 or Part B-1 thru B-4, plus up to two of the most demanding AP Sprinklers in the dormer, cross, or ell that is • adjacent to the BB, SD, or HIP • Sprinklers that are being included in the demand calculation. Where the quantity of AP Sprin- klers in any dormer, cross, or ell • is greater than four, refer to Figure B-3. AP AP SPRINKLERS SPRINKLERS (4 OR LESS) (4 OR LESS) • FIGURE 20-B-6. BB,SD, OR HIP SPRINKLERS&AP SPRINKLERS • • SEPARATED BY • COMPARTMENTALIZATION • • •• Wet Systems — Calculate the RIDGE • BB, SD, or HIP Sprinkler de- mand as described in Part A-1 • • thru A-6 or Part B-1 thru B-4, • -- - - WALL and then calculate the most de- • manding area up to 1500 ft2 • • (137 m2) having AP Sprinklers. Use the most demanding cal- culation (see adjacent figure). • • DORMER -� BUILT ON TOP • Dry Systems — Calculate the OF ROOF OR BB, SD, or HIP Sprinkler de- SHEATHING mand as described in Part A-1 RIDGE thru A-6 or Part B-1 thru B-4, and then calculate the most de- manding area up to 1950 ft2 (181 m2) having AP Sprinklers. Use the most demanding cal- culation (see adjacent figure). TFP610 Page 23 of 28 FIGURE 20-C-1. SD SPRINKLERS& STANDARD SPRAY SPRINKLERS AT THE RIDGE E & s A ! A • Wet Systems — Calculate the most RIDGE demanding five sprinklers of one type. Use the most demanding calculation. • Dry Systems — Calculate the most t i = ; t ; = u t i i i i demanding nine SD Sprinklers, and WALLS OR then calculate the most demand- DRAFT ing seven Standard Spray Sprinklers. CURTAINS Use the most demanding calculation DRY SYSTEM SHOWN (see adjacent figures). FIGURE 20-C-2. BB SPRINKLERS &STANDARD SPRAY SPRINKLERS BEYOND AN OBSTRUCTION e • • OBSTRUCTION • Wet Systems — Calculate the most demanding five BB Sprinklers plus RIDGE up to two most demanding Standard 4''" ' "— Spray Sprinklers. • Dry Systems — Calculate the most demanding seven BB Sprinklers plus up to two most demanding Stan- dard Spray Sprinklers (see adjacent DRY SYSTEM SHOWN figures). TFP610 Page 24 of 28 FIGURE 20-C-3.BB SPRINKLERS FIRST CALCULATION &STANDARD SPRAYSPRIN- - KLERS AT THE HIP ® "' Where the total number of standard • spray sprinklers at the hip is greater ° than four: • • riiris • Wet Systems - Calculate the most •\ a'' ♦—♦- T♦ demanding five BB Sprinklers plus ° up Lu Lwo most demanding Stan- / '° dard Spray Sprinklers, and then • calculate the most demanding re- • ` • mote design area (including all sprinkler types) per NFPA 13 (i.e., DRY SYSTEM SHOWN area reduction for quick response and 30% increase for sloped cell- SECOND CALCULATION ings). Use the most demanding calculation. �• • • Dry Systems - Calculate the most • demanding seven BB Sprinklers plus up to two most demanding • ° RIDGE Stand Spray Sprinklers, and then • calculate the most demanding de- • • sign area (Including all sprinkler "` 2535 SO.F 1. types) per NFPA 13 (i.e., 30% in- o SQ.^1+Eri-1? i crease for sloped ceilings and 30% ° increase for dry systems). Include " all sprinkler types within this area DRY SYSTEM SHOWN (see adjacent figure). UEe the most NOTE; demanding calculation. Dry Pipe=1500 SQ.FT. (NFPA Light Hazard)x 1.3 x 1.3=2535 SQ.FT. TFP610 Page 25 of 28 FIGURE 20-C-4. BB SPRINKLERS,SD WALL OR SPRINKLERS, HIP SPRINKLERS, & DRAFT « - STANDARD SPRAY SPRINKLERS CURTAIN « • Hln,I AT THE HIP • ♦ .,__-.,�— �---i --...4_.: Where the total number of Standard Spray Sprinklers at the hip is four or less: " /V • Wet Systems — Calculate the most demanding five BB, SD, or HIP Sprin- klers plus up to two most demanding DRY SYSTEM SHOWN Standard Spray Sprinklers. • Dry Systems — Calculate the most de- manding nine BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers(Of the nine BB,SD, or HIP Sprinklers, calculate up to a maximum of seven BB Sprinklers, see adjacent upper figure). FIRST CALCULATION Where the total number of standard aj spray sprinklers at the hip is greater than 1 four: • • Wet Systems — Calculate the most • • demanding five BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers, and then •\°� calculate the most demanding remote design area (Including all sprinklers •i� _ types)per NFPA 13(i.e., area reduction 'I for quick response & 30% Increase DRY SYSTEM SHOWN for sloped ceilings). Use the most de- manding calculation. • Dry Systems — Calculate the most de- SECOND CALCULATION manding nine BB, SD, or HIP Sprin- `. klers plus up to two most demanding Standard Spray Sprinklers(Of the nine BB,SD, or HIP Sprinklers, calculate up to a maximum of seven BB Sprinklers, , E see adjacent upper figure), and then % " calculate the most demanding design area (including all sprinkler types) per .2535 SQ.Fr. NFPA 13 (i.e., 30% increase for sloped •� ceilings & 30% increase for dry sys- tems). Include all sprinklers types with- in this area(see adjacent figure). DRY SYSTEM SHOWN NOTE: Dry Pipe=1500 SQ.FT. (NFPA Light Hazard)x 1.3 x 1.3=2535 SO.FT. TFP610 Page 26 of 28 STANDARD SPRAY • SPRINKLERS (4 OR LESS) i FIGURE 20-C-5. BB, SD, OR HIP SPRINKLERS&STANDARD SPRAY SPRINKLERS IN A DORMER,AT A « CROSS,AT A HIP, OR AT AN ELL Where the quantity of standard spray -40 sprinklers in each dormer, cross, or -40 ell is four or less (see adjacent figure) and all of the dormers, crosses and 40 ells meet the maximum four standard STANDARD SPRAY SPRINKLERS sprinkler criteria, calculate the At- (a OR LESS] �\ tic Sprinkler demand as described in Part A-1 thri_I A-6 nr Part R-1 thru R-4, .00 plus up to two of the most demand- ing standard spray sprinklers in the • 40 dormer,cross,or ell that is adjacent to the Attic Sprinklers that are being in- • cluded in the demand calculation. Where the quantity of standard spray sprinklers in any dormer, cross, or ell • 10 is greater than four, refer to Figure C-3. r40 STANDARD SPRAY �� STANDARD SPRAY SPRINKLERS SPRINKLERS (4 OR LESS) (4 OR LESS) • • • • RIDGE FIGURE 20-C-6.BB, SD, OR HIP • SPRINKLERS&STANDARD SPRIN- • KLERS SEPARATED BY COMPART- • WALL MENTALIZATION • • Calculate the Attic Sprinkler demand as described in Part A-1 thru A-6 or • • Part C-1 thru C-4, and then calculate DORMER the Standard Spray Sprinklers per BUILT ON TOP NFPA 13. Use the most demandin OF ROOF OR g SHEATHING calculation(See adjacent figure). RIDGE TFP610 Page 27 of 28 12 12� MODEL AP SPRINKLERS WET PIPE SYSTEM 100'(25,4 m) I (Ref. Figure 20-B-3) --I (51 rn) f— so'(15,2 m) (5 °m) Calculation 1: I Calculate the most demanding five BB Sprinklers plus the two most de- 7 manding AP Sprinklers. • 1 �. 40' • (10,2 m) i • Calculation 1 Calculation 2: • • ' Calculate the most demanding area L • up to 1500 ft2 having AP Sprinklers. • ' In this case the design area will be 800 ft2(40 ft.x 20 ft.) 100'(25,4 m) i Use the most demanding calculation 20' 100' so'(15,2 m) �{ (520m) 1.- (i.e., for proving the adequacy of the (5,1 m I water supply). ' Where AP Sprinklers are utilized, CPVC pipe may be used to supply 40' i• the AP Sprinklers,as well as the ceil- (10,2 m) Calculation 2 ing sprinklers below the AP Sprin- klers(See Page 6). 12 STANDARD SPRAY SPRINKLERS 12� WET PIPE SYSTEM (Ref. Figure 20-C-3) Calculation 1: 100'(25,4 m) Calculate the most demanding five —`I (5 i°m) 60'(15,2 m) (5 20, Calculate I_ BB Sprinklers plus the two most de- manding Standard Spray Sprinklers. A. 1 i • Calculation 2: 40' i ' Calculate the most demanding re- (10,2 m) i • Calculation 1 mote design area(Including all sprin- • klers types) per NFPA 13 (i.e., area • reduction for quick response &30% ' • increase for sloped ceilings). In this case the theoretical design area is 100'(25,4 m) 1463 ft2 (1500 ft2 x 0.75' x 1.3). The 20' I so'(15 �( 20, actual design area, however, will (5,1 m) ,2 m) I ( m)s,i need to be 1520 ft2 to pick up the • entire coverage area of the last BB • Sprinkler. Use the most demanding calculation ao' Calculation 2 (i.e., for proving the adequacy of the (10.2 m) water supply). • Where Standard Sprinklers are uti- lized, CPVC pipe CANNOT be used to supply the Standard Spray Sprin- klers or the ceiling sprinklers below the Standard Spray Sprinklers. "A 25% reduction for 20 ft.ceiling. FIGURE 21 EXAMPLE FOR A WET PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OFAPPLICATION FOR MODEL BB BACK-TO-BACK SPRINKLERS TFP610 Page 28 of 28 12 12� _ MODEL AP SPRINKLERS DRY 100'(25,4 m) PIPE SYSTEM -►i (520. I 60'(15,2 m) —�{ (520' 1 (Ref.Figure 20-113-3) �. Calculation 1: • i• Calculate the most demanding seven ao' i Calculation 1 BB Sprinklers plus the two most de- (10,2 m) manding AP Sprinklers. 1 I• Calculation 2: Calculate the most demanding area up to 1950 ft2 having AP Sprinklers. 100'(25,4 m) In this case the design area will be 20' 60'(15,2 m) 20' 800 ft2(40 ft.x 20 ft.) Use the most demanding calculation �•• • (i.e., for proving the adequacy of the • water supply). 40' • •(10,2 m) Calculation 2 I• • Ll I 1• V 1 z STANDARD SPRAY SPRINKLERS DRY PIPE SYSTEM (Ref. Figure 20-C-3) 100'(25,4 m) Calculation 1: (52°�„) I 60'(15,2 m) -I (52°m) Calculate the most demanding seven BB Sprinklers plus the two most de- •• i . manding Standard Spray Sprinklers. 40' Calculation 2: (10,2 m) ' i• Calculation 1 Calculate the most demanding re- mote design area(Including all sprin- klers types) per NFPA 13 (i.e., 30% • increase for sloped ceilings & 30% increase for dry systems). In this 100'(25,4 m) case the theoretical design area will 20' '(15,2 m) 20' be 2535 ft (1500 ft x 1.3 x 1.3).The 60 (s,1 m) I (5,1 m) actual design area, however, will • need to be 2720 ft2 to pick up the • entire coverage area of the last BB 1 Sprinkler. I . 40. 1. Calculation 2 Use the most demanding calculation (10,2 m) (i.e., for proving the adequacy of the water supply). FIGURE 22 EXAMPLE FOR A DRY PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK-TO-BACK SPRINKLERS GLOBAL HEADQUARTERS 11400 Pennbrook Parkway,Lansdale,PA 19446 1 Telephone+1-215-362-0700 Copyright©2014 Tyco Fire Products, LP. All rights reserved. tq CO TEFLON is a trademark of The DuPont Corporation rite)Ptotection Products BlazeMaster is a trademark of The Lubrizol Corporation 1 f Final Calculations - Hazen-Willia UMI Page 8 CEDAR POINT 4TH AREA 3 Date 3-21-19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *** " Notes ------ Point Qt Pf/Ft Eqv, Ln. Total Pf Pn SPT2 45.39 4.26 6L 47.401 231.920 30.876 to 120.0 0.0 47.401 0.0 SPT3 -3.01 0.0 0.0 279.321 -0.001 Vel = 0.07 SPT3 0.0 4.26 10L 79.002 279.290 30.875 to 120.0 0.0 79.002 0.0 SPT4 -3.01 0.0 0.0 358.292 -0.002 Vel = 0.07 SPT4 95.98 4.26 4L 31.601 124.670 30.873 to 120.0 0.0 31.601 0.0 XSP1 92.97 0.0024 0.0 156.271 0.379 Vel = 2.09 XSP1 48.40 6.357 2L 22.632 19.420 31.252 to 120.0 0.0 22.632 0.0 TSP 141.37 0.0008 0.0 42.052 0.032 Val = 1.43 TSP 0.0 6.357 Fsp 0.0 4.875 31.284 to 120.0 B 12.573 50.293 3.130 Fixed Loss = 1 BSP 141.37 0.0007 T 37.72 55.168 0.041 Vel = 1.43 BSP 0.0 6.357 2L 22.632 8.000 34.455 to 120.0 Zcd 0.0 22.632 6.311 Fixed Loss = 5.12 SPIG 141.37 0.0008 0.0 30.632 0.023 Vel = 1.43 SPIG 0.0 6.16 L 12.911 11.000 40.789 to 140.0 0.0 12.911 2.599 UG1 141.37 0.0006 0.0 23.911 0.015 Vel = 1.52 UG1 0.0 6.16 F 10.042 54.000 43.403 to 140.0 G 4.304 57.383 0.0 CITY 141.37 0.0007 T 43.037 111.383 0.073 Vel = 1.52 50.00 Qa = 50.00 191.37 43.476 K Factor= 29.02 Computer Programs by Hydratec Inc. Revision: 50.52.1 ~� r Final Calculations - Hazen-Willie UMI Page 7 CEDAR POINT 4TH AREA 3 Date 3-21-19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """ Notes Point Qt Pf/Ft Eqv. Ln, Total Pf Pn FC41 0.0 4.26 0.0 1.500 32.188 to 120.0 0.0 0.0 0.650 H41 0.0 0.0 0.0 1.500 0.0 Vel = 0 0.0 no 32.838 K Factor= 0 BS4 95.98 4.26 2T 52.668 6.000 30.961 to 120.0 B 15.8 100.069 -0.361 SPT4 95.98 0.0026 4L 31.601 106.069 0.273 Vel = 2.16 0.0 95.98 30.873 K Factor= 17.27 FC24 45.39 4.26 0.0 1.500 20.253 to 120.0 0.0 0.0 0.650 H24 45.39 0.0 0.0 1.500 0.0 Vel = 1.02 H24 0.0 4.26 0.0 1.500 20.903 to 120.0 0.0 0.0 0.650 DPT2_ 45.39 0.0007 0.0 1.500 0.001 Vel = 1.02 DPT2 0.0 4.26 0.0 6.000 21.554 to 120.0 0.0 0.0 2.599 FC23 45.39 0.0005 0.0 6.000 0.003 Vel = 1.02 FC23 0.0 4.26 0.0 1.500 24156 to 120.0 0.0 0.0 0.650 H23 45.39 0.0007 0.0 _ 1.500 0.001 Vel = 1.02 H23 0.0 4.26 0.0 7.500 24.807 to 120.0 0.0 0.0 3.248 FC22 45.39 0.0007 0.0 7.500 0.005 Vel = 1.02 FC22 0.0 4.26 0.0 1.500 28.060 to 120.0 0.0 0.0 0.0 H22 45.39 0.0007 0.0 1.500 0.001 Vel = 1.02 H22 0.0 4.26 0.0 5.670 28.061 to 120.0 0.0 0.0 3.104 BS2 45.39 0.0007 0.0 5.670 0.004 Vel = 1.02 BS2 -45.39 4.26 0.0 2.833 31.169 to 120.0 0.0 0.0 1.227 FC21 0.0 0.0 0.0 2.833 0.0 Vel = 0 FC21 0.0 4.26 0.0 1.500 32.396 to 120.0 0.0 0.0 0.650 H21 0.0 -0.0007 0.0 1.500 -0.001 Vel = 0 0.0 0.0 33.045 K Factor= 0 BS2 45.39 4.26 2T 52.668 6.000 31.169 to 120.0 B 15.8 100.069 -0.361 SPT2 45.39 0.0006 4L 31.601 106.069 0.068 Vel= 1.02 0.0 45.39 30.876 K Factor= 8.17 XSP1 -48.40 4.26 10L 79.002 180.420 31.252 to 120.0 0.0 79.002 0.0 SPT1 -48.4 -0.0007 0.0 259.422 -0.188 Vel = 1.09 SPT1 0.0 4.26 4L 31.601 228.000 31.064 to 120.0 0.0 31.601 0.0 SPT2 -48.4 -0.0007 0.0 259.601 -0.188 Vel = 1.09 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Willie UMI Page 6 CEDAR POINT 4TH AREA 3 Date 3-21-19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "`*"*' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S9 15.55 1.598 2R 2.0 8.960 7.704 K Factor= 5.60 to 150.0 0.0 2.000 0.0 T2 44.62 0.0489 0.0 10.960 0.536 Vel = 7.14 T2 0.0 1.598 4R 4.0 15.290 8.240 to 1500 0.0 4.000 0.0 MT3 44.62 0.0489 0.0 19.290 0.944 Vel = 7.14 0.0 44.62 9.184 K Factor= 14.72 MT6 45.98 2.003 R 1.0 6.670 14.333 to 150.0 2N 22.0 23.000 0.0 TP44 45.98 0.0172 0.0 29.670 0.511 Vel = 4.68 TP44 0.0 2.157 Fsp 0.0 10.000 14.844 to 120.0 B 7.384 33.228 4.372 " Fixed Loss = 3 FC44 45.98 0.0181 S 13.537 43.228 0.784 Vel = 4.04 T 12.307 0.0 45.98 20.000 K Factor= 10.28 MT5 45.39 2.003 R 1.0 6.000 14.628 to 150.0 2N 22.0 23.000 0.0 TP24 45.39 0.0168 0.0 29.000 0.488 Vel = 4.62 TP24 0.0 2.157 Fsp 0.0 10.000 15.116 to 120.0 B 7.384 33.228 4.372 Fixed Loss = 3 FC24 45.39 0.0177 S 13.537 43.228 0.765 Vel = 3.99 T 12.307 0.0 45.39 20.253 K Factor= 10.09 FC44 45.98 4.26 0.0 1.500 20.000 to 120.0 0.0 0.0 0.650 H44 45.98 0.0 0.0 1.500 0.0 Vel = 1.03 H44 50.00 4.26 0.0 1.500 20.650 Qa = 50 to 120.0 0.0 0.0 0.650 DPT4 95.98 0.0027 0.0 1.500 0.004 Vel = 2.16 DPT4 0.0 4.26 0.0 6.000 21.304 to 120.0 0.0 0.0 2.599 FC43 95.98 0.0025 0.0 6.000 0.015 Vel = 2.16 FC43 0.0 4.26 0.0 1.500 23.918 to 120.0 0.0 0.0 0.650 H43 95.98 0.0020 0.0 1.500 0.003 Vel = 2.16 H43 0.0 4.26 0.0 7.500 24.571 to 120.0 0.0 0.0 3.248 FC42 95.98 0.0027 0.0 7.500 0.020 Vel = 2.16 FC42 0.0 4.26 0.0 1.500 27.839 to 120.0 0.0 0.0 0.0 H42 95.98 0.0027 0.0 1.500 0.004 Vel = 2.16 H42 0.0 4.26 0.0 5.670 27.843 to 120.0 0.0 0.0 3.104 BS4 95.98 0.0025 0.0 5.670 0.014 Vel = 2.16 BS4 -95.98 4.26 0.0 2.833 30.961 to 120.0 0.0 0.0 1.227 FC41 0.0 0.0 0.0 2.833 0.0 Vel = 0 Computer Programs by Hydratec Inc. Revision: 50.52.1 r� �'� a Final Calculations - I lazen-Willi,- - 2007 UMI Page 5 CEDAR POINT 4TH AREA 3 Date 3-21-19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '""" Notes Point Qt Pf/Ft Eqv. Ln, Total Pf Pn MT1 23.90 1.598 R 1.0 &0 8.324 to 150.0 0.0 1000 0.0 T3 23.9 0.0150 0.0 1.000 0.015 Vel = 3.82 T3 0.0 1.598 60R 60.0 278.000 8.339 to 150.0 6N 54.0 130.000 0.0 MT5 23.9 0.0154 20 16.0 408.000 6.289 Vel = 3.82 MT5 -45.39 1.598 60R 60.0 250.000 14.628 to 150.0 6N 54.0 130.000 0.0 T6 -21.49 -0.0127 20 16.0 380.000 -4.813 Vel = 3.44 T6 0.0 1.598 2R 2.0 10.000 9.815 to 150.0 0.0 2.000 0.0 T5 -21.49 -0.0127 0.0 12.000 -0.152 Vel = 3.44 T5 0.0 1.598 T 11.656 15.130 9.663 to 150.0 O 8.0 19.656 0.0 MT4 -21.49 -0.0127 0.0 34.786 -0.441 Vel-= 3.44 MT4 0.0 1.598 R 1.0 2000 9.222 to 150.0 0.0 1.000 0.0 MT3 -21.49 -0.0127 0.0 3.000 -0.038 Vel = 3.44 MT3 44.61 1.598 50R 50.0 235.000 9.184 to 150.0 6N 54.0 120.000 0.0 M 16 23.12 U.U14b 20 16.0 355.000 5.149 Vel = 3.70 MT6 -45.98 1.598 50R 50.0 253.000 14.333 to 150.0 8N 72.0 151.140 0.0 T4 -22.86 -0.0142 Eql 29.14 404.140 -5.737 Vel = 3.66 T4 0.0 1.598 N 9.0 8.170 8.596 to 150.0 2R 2.0 11.000 0.0 MT1 -22.86 -0.0142 0.0 19.170 -0.272 Vel = 3.66 0.0 -22.86 8.324 K Factor= -7.92 MT1 -46.76 1.598 3R 3.0 8.000 8.324 to 150.0 0.0 3.000 0.0 S14 -46.76 -0.0534 0.0 11.000 -0.587 Vel = 7.48 S14 15.58 1.598 4R 4.0 13.000 7.737 K Factor= 5.60 to 150.0 0.0 4.000 0.0 S13 -31.18 -0.0252 0.0 17.000 -0.429 Vel = 4.99 S13 15.14 1.598 4R 4.0 14.000 7.308 K Factor= 5.60 to 150.0 0.0 4.000 0.0 S12 -16.04 -0.0073 0.0 18.000 -0.132 Vel = 2.57 S12 15.00 1.598 5R 5.0 14.000 7.176 K Factor= 5.60 to 150.0 0.0 5.000 0.0 S11 -1.04 -0.0001 0.0 19.000 -0.001 Vel = 0.17 S11 15.00 1.598 5R 5.0 14.000 7.175 K Factor= 5.60 to 150.0 0.0 5.000 0.0 S10 13.96 0.0057 0.0 19.000 0.108 Vel = 2.23 S10 15.11 1.598 3R 3.0 10.170 7.283 K Factor= 5.60 to 150.0 0.0 3.000 0.0 T1 29.07 0.0222 0.0 13.170 0.292 Vel = 4.65 T1 0.0 1.598 2R 2.0 3.833 7.575 to 150.0 0.0 2.000 0.0 S9 29.07 0.0221 0.0 5.833 0.129 Vel = 4.65 Computer Programs by Hydratec Inc. Revision: 50.52.1 a 1 .. Pressure / Flow Summary - STX -1ARD UMI Page 4 CEDAR POINT 4TH AREA 3 Date 3-21-19 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. MT1 36.167 8.32 na T3 36.167 8.34 na MT5 36.167 14.63 na T6 36.167 9.81 na T5 36.167 9.66 na MT4 36.167 9.22 na MT3 36.167 9.18 na MT6 36.167 14.33 na T4 36.167 8.6 na S14 36.167 5.6 7.74 na 15.58 0.1 150 7.0 S13 36.167 5.6 7.31 na 15.14 0.1 150 7.0 S12 36.167 5.6 7.18 na 15.0 0.1 150 7.0 S11 36.167 5.6 7.17 na 15.0 0.1 150 7.0 S10 36.167 5.6 7.28 na 15.11 0.1 150 7.0 T1 36.167 7.57 na S9 36.167 5.6 7.7 na 15.54 0.1 150 7.0 T2 36.167 8.24 na TP44 36.167 14.84 na FC44 33.0 20.0 na TP24 36.167 15.12 na FC24 33.0 20.25 na H44 31.5 20.65 na 50.0 DPT4 30.0 21.3 na FC43 24.0 23.92 na H43 22.5 24.57 na FC42 15.0 27.84 na H42 15.0 27.84 na BS4 7.833 30.96 na FC41 5.0 32.19 na H41 3.5 32.84 na H24 31.5 20.9 na DPT2 30.0 21.55 na FC23 24.0 24.16 na H23 22.5 24.81 na FC22 15.0 28.06 na H22 15.0 28.06 na BS2 7.833 31.17 na FC21 5.0 32.4 na H21 3.5 33.05 na XSP1 8.667 31.25 na SPT1 8.667 31.06 na SPT2 8.667 30.88 na SPT3 8.667 30.87 na SPT4 8.667 30.87 na TSP 8.667 31.28 na BSP 3.75 34.45 na SPIG 1.0 40.79 na UG1 -5.0 43.4 na CITY -5.0 43.48 na 50.0 The maximum velocity is 7.48 and it occurs in the pipe between nodes MT1 and S14 Computer Programs by Hydratec Inc. Revision: 50.52.1 •v� .. . 1 s \ om 23000 § _ \ R 03 � Cl) 000 k n / o § 2CO) 000 G f o » mR000 4 02 r- 400o Q J % Q w 0o000 2l %Q r » oo0G2 m / m � Q000g@ » » moo oogcol) _ °I C14 r o 0) r � = 0002g \ , ( % / V a (D0002R ƒ ƒ \ or � r0000 % \ _( k $ '( u » n � rQ2N2 % � % \ � c rca E E > - .g e 04 m t# \ w C � � / 7 %£ \ >1 mn � � � � a � � m = = s � g a) § o � � o � o � \ 2\ mf / ( (DN § n- - -- - § % � \ o \ z / _ 0 t > u - o { e \ '522E E ® o � o0Na) = � a) _ ] �\ E0 ko cn n = &/ \ \ �7 jj & o / o = ° D o / o 2o� no wo $ / \ 22 � � 2 / § \ _ 2 # / $ $ _ o 00Nmr LDr0 % % cn —c m CL £ .§ % ee � � m§ FJ k / a £ g \ •�\ 0 z o \o- » r- cq \ (n s $ u = m « e a = U) 'k � / \ fk 2 0 \0 \ m� or / / ƒ / 0 77ca- E 2er = 29 0-- \ \ \\ ! r $ a 7 (n Cl) $ / [ Jae ° ° -' � = q � ( _ � < m w f , : 2 � £ n CU w > = > _ '% ( / / » / $ EI = $± k � o § = = m 2 *oou : , ° eo ! = < e =_ = > e � cu 0 p \ 2 & C = 0- � = cnt % 2a) 3 'ITo= , alb = _ cn _ ® c _ 0 -j =mom %£ � / > @ 2 » $ 22@ ¢ %QQ / $ 2 e = m � - k 2 0 << ° << o 0 0 << \ / '� m '� E EL \ = E CLa ■ CLa » > CLa _ o- 4) � d LL � 2LLLLa- ILa- = U- o E = f � = 9fu = £ o cn [z zzu- zz000zzo E � = 7m ® § = ° t / \ mk \ k5\ / / \ q �/ \ SL / £ E § a) 2a) LL = o = < = , Io -1zo *Wee &2 S 0 u LL I z L % wm2 1 �� �' rn N O O MN N M 00 C,� M N M O r a) N r G) (6 a3 Q N -O fn (0 ON� a) C LLB CQ o 2) M O O � � � � L ma) N2 M W(n 0`'Un ?- � N �rNN 00 M f6 (DQQQ2Q(O E a) Q N U 0 0 N M N Lq O Ln C O Q7 O 00 N N is -o 2 Ln N CIR E 00 < O) O N z 2 O J E L.L O U 0 0 0 N i O O O M 0 r 000N 00NCl) L O Cl) O U Q Ch� 3 N W u) L O r Of Q N d L� >a (0 c6 O O co Q Z L(A Of Q' Q (D O Md N N CO a �UUU Q L 0 0 0 O o 0 Q y>. Lo V M N r O O O O O O O O O O 1, . A 1 f •p UMI Page 1 CEDAR POINT 4TH AREA 3 Date 3-21-19 Hvdraulic Desian Information Sheet Name - CEDAR POINT Date - 3-21-19 Location - ARLINGTON, WA B-iilding - 1 System No. - 1 Contractor - UMI Contract No. - 1 Calculated By - CBK Drawing No. - FP7 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - VARIES Occupancy - NFPA 13 S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 6 HEADS System Type Sprinkler/Nozzle Density - .10 (X) Wet Make TYCO D Area Per Sprinkler - 150 ( ) Dry Model TY-FRB E Elevation at Highest Outlet - 36.167 ( ) Deluge Size 1/2 S Hose Allowance - Inside - 50 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 50 N Note Calculation Flaw Required - 191.378 Press Required - 43.700 Summary C-Factor Used: 150 Overhead 150 Underground W Water slow Test: Pump Data: Tank or Reservoir: A Gate of Test - 11-8-18 Cap. - T Time of Test - Rated Cap..- Elev.- E Static Press - 88 @ Press - R Residual Press - 29 Elev. Well Flow - 3200 Proof Flow S Elevation - 0 U P Location - SITE WATER MODEL P L Source of Information - CITY OF ARLINGTON Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled o Palletized o Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Revision: 50.52.1 �"1 �T �, n WASHMOTONI STATE. M GTSRTIrICATE*I CONNrETENG'T 1I FIRE PROTECTION W-R MICURK SYSTEKS Christian Semard Kim, r 88 t 6-0108-C Lefr I ` Unlimited M ari 1 i UNLIN,AM1963jl/15��. "T ; � 3lgn�tww 2'31!19 E i.----------ww-w.------r------wig Fire Protection by Computer Design UMI PO BOX 1457 MARYSVILLE, WA 98270 Reviewed for Fire Cade Compliance Job Name CEDAR POINT 4TH AREA 3 Building 1 natur - Location ARLINGTON, WA sig Dat i System 1 Bud ng Plan Review Contract 1 SA����°"=Ef3Ul�t Data File CEDAR POINT 4TH AREA 3.WXF ���.� Computer Programs by Hydratec Inc. Revision: 50.52.1 .� � w Final Calculations - Hazen-Willic UMI Page 9 CEDAR POINT 4TH AREA 1 Date 3-21-19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """' Notes Point Qt Pf/Ft Eqv. Ln, Total Pf Pn Computer Programs by Hydratec Inc. Revision: 50.52.1 .� r� � - Final Calculations - Hazen-WilliF. > UMI Page 8 CEDAR POINT 4TH AREA 1 Date 3-21-19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *''***' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SPT2 68.96 4.26 6L 47.401 231.920 64.023 to 120.0 0.0 47.401 0.0 SPT3 6.4 0.0 0.0 279.321 0.005 VeI = 0.14 SPT3 0.0 4.26 10L 79.002 279.290 64.028 to 120.0 0.0 79.002 0.0 SPT4 6.4 0.0 0.0 358.292 0.006 Vel = 0.14 SPT4 112.12 4.26 4L 31.601 124,670 64.034 to 120.0 0.0 31.601 0.0 XSP1 118.52 0.0038 0.0 '156.271 0.594 Vel = 2.67 XSP1 62.55 6.357 2L 22.632 19.420 64.628 to 120.0 0.0 22.632 0.0 TSP 181.07 0.0012 0.0 42.052 0.050 Vel = 1.83 TSP 0.0 6.357 Fsp 0.0 4.875 64.678 to 120.0 B 12.573 50.293 3.130 * Fixed Loss = 1 BSP 181.07 0.0012 T 37.72 55.168 0.065 Vel = 1.83 BSP 0.0 6.357 2L 22.632 8.000 67.873 to 120.0 Zcd 0.0 22.632 5.111 ' Fixed Loss = 3.92 SPIG 181.07 0.0012 0.0 30.632 0.036 Vel = 1.83 SPIG 0.0 6.16 L 12.911 11.000 73.020 to 140.0 0.0 12.911 2.599 UG1 181.07 0.0010 0.0 23.911 0.025 Vel = 1.95 UG1 0.0 6.16 F 10.042 54.000 75.644 to 140.0 G 4.304 57.383 0.0 CITY 181.07 0.0010 T 43.037 111.383 0.115 Vel = 1.95 50.00 Qa = 50.00 231.07 75.759 K Factor= 26.55 S20 18.87 1.097 N 7.0 11.000 11.354 K Factor= 5.60 to 120.0 R 1.0 8.000 0.0 S21 18.87 0.0940 0.0 19.000 1 786 Vel = 6.41 S21 20.30 1.097 R 1.0 10.000 13.140 K Factor= 5.60 to 120.0 0.0 1.000 0.0 S22 39.17 0.3629 0.0 11.000 3.992 Vel = 13.30 S22 23.18 1.097 O 5.0 6.290 17.132 K Factor= 5.60 to 120.0 0.0 5.000 0.0 T6 62.35 0.8576 0.0 11.290 9.682 Vel = 21.16 0.0 62.35 26.814 K Factor= 12.04 23 21.58 1.101 N 7.0 8.580 14.845 K Factor= 5.60 to 150.0 R 1.0 8.000 0.0 24 21.58 0.0783 0.0 16.580 1.298 Vel = 7.27 24 22.50 1.101 R 1.0 10.000 16.143 K Factor= 5.60 to 150.0 0.0 1.000 0.0 S25 44.08 0.2935 0.0 11.000 3.229 Vel = 14.85 S25 24.64 1.101 O 5.0 6.290 19.372 K Factor= 5.60 to 150.0 0.0 5.000 0.0 T5 68.72 0.6676 0.0 11.290 7.537 Vel = 23.16 0.0 68.72 26.909 K Factor= 13.25 Computer Programs by Hydratec Inc. Revision. 50.52.1 °r� Final Calculations - Hazen-Willi, UMI Page 7 CEDAR POINT 4TH AREA 1 Date 3-21-19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '** *"' Notes Point Qt Pf/Ft Eqv. Ln Total Pf Pn FC41 0.0 4.26 0.0 1.500 65.258 to 120.0 0.0 0.0 0.650 H41 0.0 0.0 0.0 1.500 0.0 Vel = 0 0.0 0.0 65.908 K Factor= 0 BS4 112.11 4.26 2T 52.668 6.000 64.031 to 120.0 B 15.8 100.069 -0.361 SPT4 112.11 0.0034 4L 31.601 106.069 0.364 Vel = 2.52 0.0 112.11 64.034 K Factor= 14.01 FC24 68.96 4.26 0.0 1.500 53.301 to 120.0 0.0 0.0 0.650 H24 68.96 0.0013 0.0 1.500 0.002 Vel = 1.55 H24 0.0 4.26 0.0 1.500 53.953 to 120.0 0.0 0.0 0.650 DPT2 68.96 0.0013 0.0 1.500 0.002 Vel = 1.55 DPT2 0.0 4.26 0.0 6.000 54.605 to 120.0 0.0 0.0 2.599 FC23 68.96 0.0013 0.0 6.000 0.008 Vel = 1.55 FC23 0.0 4.26 0.0 1.500 57.212 to 120.0 0.0 0.0 0.650 H23 68.96 0.0007 0.0 1.500 0.001 Vel = 1.55 H23 0.0 4.26 0.0 7.500 57.863 to 120.0 0.0 0.0 3.248 FC22 68.96 0.0015 0.0 7.500 0.011 Vel = 1.55 FC22 0.0 4.26 0.0 1.500 61.122 to 120.0 0.0 0.0 0.0 H22 68.96 0.0013 0.0 1.500 0.002 Vel = 1.55 H22 0.0 4.26 0.0 5.670 61.124 to 120.0 0.0 0.0 3.104 BS2 68.96 0.0014 0.0 5.670 0.008 Vel = 1.55 BS2 -68.96 4.26 0.0 2.833 64.236 to 120.0 0.0 0.0 1.227 FC21 0.0 0.0 0.0 2.833 0.0 Vel = 0 FC21 0.0 4.26 0.0 1.500 65.463 to 120.0 0.0 0.0 0.650 H21 0.0 0.0 0.0 1.500 0.0 Vel = 0 0.0 0.0 66.113 K Factor= 0 BS2 68.96 4.26 2T 52.668 6.000 64.236 to 120.0 B 15.8 100,069 -0.361 SPT2 68.96 0.0014 4L 31.601 106.069 0.148 Vel = 1.55 0.0 68.96 64.023 K Factor= 8.62 XSP1 -62.56 4.26 10L 79.002 180.420 64.628 to 120.0 0.0 79.002 0.0 SPT1 _ -62.56 -0.0012 0.0 259.422 -0.302 Vel = 1.41 SPT1 0.0 4.26 f 4L 31.601 228.000 64.326 to 120.0 0.0 31.601 0.0 SPT2 -62.56 -0.0012 0.0 259.601 -0.303 Vel = 1.41 Computer Programs by Hydratec Inc. Revision: 50.52.1 .� Y � , Final Calculations - Hazen-Willi, UMI Page 6 CEDAR POINT 4TH AREA 1 Date 3-21-19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T1 0.0 1.598 2R 2.0 3.833 34.976 to 150.0 0.0 2.000 0.0 S9 -46.7 -0.0531 0.0 5.833 -0.310 Vel = 7.47 S9 0.0 1.598 6R 6.0 24.250 34.666 to 150.0 0.0 6.000 0.0 MT3 -46.7 -0.0532 0.0 30.250 -1.610 Vel = 7.47 0.0 -46.70 33.056 K Factor= -8.12 MT6 62.11 2.003 R 1.0 6.670 46.418 to 150.0 2N 22.0 23.000 0.0 TP44 62.11 0.0301 0.0 29.670 0.892 Vel = 6.32 TP44 0.0 2.157 Fsp 0.0 10.000 47.310 to 120.0 B 7.384 33.228 4.372 " Fixed Loss = 3 FC44 62.11 0.0316 S 13.537 43.228 1.367 Vel = 5.45 T 12.307 0.0 62.11 53.049 K Factor= 8.53 MT5 68.96 2.003 R 1.0 6.000 46.213 to 150.0 2N 22.0 23.000 0.0 TP24 68.96 0.0364 _ 0.0 29.000 1.057 Vel = 7.02 TP24 0.0 2.157 Fsp 0.0 10.000 47.270 to 120.0 B 7.384 33.228 4.372 * Fixed Loss = 3 FC24 68.96 0.0384 S 13.537 43.228 1.659 Vel = 6.05 T 12.307 0.0 68.96 53.301 K Factor= 9.45 FC44 62.11 4.26 0.0 1.500 53.049 to 120.0 0.0 0.0 0.650 H44 62.11 0.0007 0.0 1.500 0.001 Vel = 1.40 H44 50.00 4.26 0.0 1.500 53.700 Qa = 50 to 120.0 0.0 0.0 0.650 DPT4 112.11 0.0033 0.0 1.500 0.005 Vel = 2.52 DPT4 0.0 4.26 0.0 6.000 54.355 to 120.0 0.0 0.0 2.599 FC43 112.11 0.0033 0.0 6.000 0.020 Vel = 2.52 FC43 0.0 4.26 0.0 1.500 56.974 to 120.0 0.0 0.0 0.650 H43 112.11 0.0033 0.0 1.500 0.005 Vel = 2.52 H43 0.0 4.26 0.0 7.500 57.629 to 120.0 0.0 0.0 3.248 FC42 112.11 0.0035 0.0 7.500 0.026 Vel = 2.52 FC42 0.0 4.26 0.0 1.500 60.903 to 120.0 0.0 0.0 0.0 H42 112.11 0.0033 0.0 1.500 0.005 Vel = 2.52 H42 0.0 4.26 0.0 5.670 60.908 to 120.0 0.0 0.0 3.104 BS4 112.11 0.0034 0.0 5.670 0.019 Vel = 2.52 BS4 -112.11 4.26 0.0 2.833 64.031 to 120.0 0.0 0.0 1.227 FC41 0.0 0.0 0.0 2.833 0.0 Vel = 0 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Willi, - 2007 UMI Page 5 CEDAR POINT 4TH AREA 1 Date 3-21-19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **"*' " Notes " Point Qt Pf/Ft Eqv. Ln. Total Pf Pn MT1 23.31 1.598 R 1.0 3.167 40.148 to 150.0 0.0 1.000 0.0 T3 23.31 0.0146 0.0 4.167 0.061 Vel = 3.73 T3 0.0 1.598 60R 60.0 278.000 40.209 to 150.0 6N 54.0 130.000 0.0 MT5 23.31 0.0147 20 16.0 408.000 6.004 Vel = 3.73 MT5 -68.96 1.598 60R 60.0 250.000 46.213 to 150.0 6N 54,0 130.000 0.0 T6 -45.65 -0,0511 20 16.0 380.000 -19.399 Vel = 7.30 T6 62.34 1,598 2R 2.0 10.000 26.814 to 150.0 0.0 2.000 0.0 T5 16.69 0.0079 0.0 12.000 0.095 Vel = 2.67 T5 68.73 1.598 T 11.656 15.130 26.909 to 150.0 O 8.0 19.656 0.0 MT4 85.42 0,1627 0.0 34.786 5.659 Vel = 13.66 MT4 0.0 1.598 R 1.0 2.000 32.568 to 150.0 0.0 1.000 0.0 MT3 85.42 0.1627 0.0 3.000 0.488 Vel = 13.66 MT3 -46.70 1.598 50R 50.0 235.000 33.056 to 150.0 6N 54.0 120.000 0.0 MT6 38.72 0.0376 20 16.0 355.000 13.362 Vel = 6.19 MT6 -62.11 1.598 50R 50.0 253.000 46.418 to 150.0 8N 72.0 151.140 0.0 T4 -23.39 -0.0148 Eql 29.14 404.140 -5.986 Vel = 3.74 T4 0.0 1.598 N 9.0 8.170 40.432 to 150.0 2R 2.0 11.000 0.0 MT1 -23.39 -0.0148 0.0 19.170 -0.284 Vel = 3.74 0.0 -23.39 40.148 K Factor= -3.69 MT1 -46.70 1.598 3R 3.0 8.000 40.148 to 150.0 0.0 3.000 0.0 S14 -46.7 -0.0532 0.0 11.000 -0.585 Vel = 7.47 S14 0.0 1.598 4R 4.0 13.000 39.563 to 150.0 0.0 4.000 0.0 S13 -46.7 -0.0532 0.0 17.000 -0.905 Vel = 7.47 S13 0.0 1.598 4R 4.0 14.000 38.658 to 150.0 0.0 4.000 0.0 S12 -46.7 -0.0532 0.0 18.000 -0.958 Vel = 7.47 S12 0.0 1.598 5R 5.0 14.000 37.700 to 150.0 0.0 5.000 0.0 S11 -46.7 -0.0533 0.0 19.000 -1.012 Vel = 7.47 S11 0.0 1.598 4R 4.0 13.580 36.688 to 150.0 0.0 4.000 0.0 T2 -46.7 -0.0532 0.0 17.580 -0.935 Vel = 7.47 T2 0.0 1.598 R 10 0.417 35.753 to 150.0 0.0 1.000 0.0 S10 -46.7 -0.0536 00 1.417 -0.076 Vel = 7.47 S10 0.0 1.598 3R 3.0 10.170 35.677 to 150.0 0.0 3.000 0.0 T1 -46.7 -0.0532 0.0 13.170 -0.701 Vel = 7.47 Computer Programs by Hydratec Inc. Revision: 50.52.1 A'� , A 1 Pressure / Flow Summary - STF 7ARD UMI Page 4 CEDAR POINT 4TH AREA 1 Date 3-21-19 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. MT1 36.167 40.15 na T3 36.167 40.21 na MT5 36.167 46.21 na T6 36.167 26.81 na T5 36.167 26.91 na MT4 36.167 32.57 na MT3 36.167 33.06 na MT6 36.167 46.42 na T4 36.167 40.43 na S14 36.167 39.56 na S13 36.167 38.66 na S12 36.167 37.7 na S11 36167 36.69 na T2 36.167 35.75 na S10 36.167 35.68 na T1 36.167 34.98 na S9 36.167 34.67 na TP44 36.167 47.31 na FC44 33.0 53.05 na TP24 36.167 47.27 na FC24 33.0 53.3 na H44 31.5 53.7 na 50.0 DPT4 30.0 54.35 na FC43 24.0 56.97 na H43 22.5 57.63 na FC42 15.0 60.9 na H42 15.0 60.91 na BS4 7.833 64.03 na FC41 5.0 65.26 na H41 3.5 65.91 na H24 31.5 53.95 na DPT2 30.0 54.6 na FC23 24.0 57.21 na H23 22.5 57.86 na FC22 15.0 61.12 na H22 15.0 61.12 na BS2 7.833 64.24 na FC21 5.0 65.46 na H21 3.5 66.11 na XSP1 8.667 64.63 na SPT1 8.667 64.33 na SPT2 8.667 64.02 na SPT3 8.667 64.03 na SPT4 8.667 64.03 na TSP 8.667 64.68 na BSP 3.75 67.87 na SPIG 1.0 73.02 na UG1 -5.0 75.64 na CITY -5.0 75.76 na 50.0 S20 36.167 5.6 11.35 na 18.87 0.1 110 7.0 S21 36.167 5.6 13.14 na 20.3 0.1 150 7.0 S22 36.167 5.6 17.13 na 23.18 0.1 110 7.0 23 36.167 5.6 14.85 na 21.58 0.15 110 7.0 24 36.167 5.6 16.14 na 22.5 0.1 225 7.0 S25 36.167 5,6 19.37 na 24.65 0.1 150 7.0 The maximum velocity is 23.16 and it occurs in the pipe between nodes S25 and T5 Computer Programs by Hydratec Inc. Revision: 50.52.1 '� I e K \ / Q o 000 § � \ J oa cm000 \ n / c & / Coe) oco 7 2 0 % = K000 Q I /� 02 w4000 & � I 2 & Q m § 000GG \ » Q & o00G2 = 7m » 2000 LOT S m 2r- mm000 NCI) G . \ LO = r � = oo o & m Ln 2 , § 2 't cq = 000@Q ƒ . } Cl) on � « 000 » 2 @ � } / c 0 £ '\ o n / n � mQ2N % \ \ ƒ \ / 0 CD eem (D # \ j N " � C \ 7 �a / wr � t C,4 = mom = s = ! / = °E Co_ � 0 e0E § 'Efmf ƒ k 04 o § � n � � � - - 0 % ? M / 2 a) LL E ® o j ] \ \ e \ \� eee \ ) @ e o - 2oao � � » m § \ § - m � / \ \ 0 20CN » r rr2 k� / .§ \ \ \ \ -j 2 ( k / � \ �\ f z \ U) MCD CD E\ 2 / 72= e ) c = E\ no $ 2. o -\ o / r - or \ £ ƒ \ \ 2 / \ � 2 7fa = ) Jk \ \ \\ 2 ` _ $ � = o � [ 2 � a) - • ; ® 72 m U) LU _/3:-2 § k - g § \ 4k / % E o � = > �eo ! = _ E < a2 => e � l2=£ . & o = � = I = il - r \� ` � � 7n0 .2 \ m m —01U= o $ƒ k � e / � % § 3 n2a coon =� � c o @ � ! QQ « eo � 2R - 2 a) <<to << o o e << / / 'E '� E � E \ = E � _ » CLM » > CL � _ =- e » • D O LLL £ LLU- (La0- LLLLo E � f � = . £ o = fG m I Q2 zz � zz000zze [ a) 7@ � a)a) / � / I £ = (n oaf ƒ S i \.0 � . , . = 'E § // ) \ ¢� \ LL = Q Ek = LLZc = zo *wme4 = 6 -jE I 2 L % U) = 2 r rn N 0)NO NIt N Cl) 00 Oo O F- r L6 O r 0) N rCV)�ONc- (06 M ao � a 3 cn E oa� CU CIl0- �❑ 0 o) M ° EE EL Vl fn in N >1 >. W fn(4 U) CrNN 0 OM (4 (o00020(n E N r) N U 0 0 N Cl) LO N O C O Vi N O O 00 — N U N LO (6 a T 2 T .Q N 00 O r O < O N Z O O LL O U O 0 O N 0 O O CO o r 000N 00 N CO r o y N W fn i 0 Z Q �aLL o U � N ao r T Q Z CY)U) 0� U /C 00 O M N N Cn d �UUU o o O 0 0 0 Q _ V) d M N — Cl O O 0 CD CD CD CD r r r r r r O QJ (D Ln d' M N r co v n W cn cn W � U �� 1 UMI Page 1 CEDAR POINT 4TH AREA 1 Date 3-21-19 Hydraulic Desiqn Information Sheet Name - CEDAR POINT Date - 3-21-19 Location - ARLINGTON, WA Building - 1 System No. - 1 Contractor - UMI Contract No. - 1 Calculated By - CBK Drawing No. - FP7 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES Occupancy - NFPA 13 S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 6 HEADS System Type Sprinkler/Nozzle Density - VARIES (X) Wet Make TYCO D Area Per Sprinkler - 225 MAX ( ) Dry Model TY-FRB E Elevation at Highest Outlet - 36.167 ( ) Deluge Size 1/2 S Hose Allowance - Inside - 50 ( ) PreauLian K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 50 N Note Calculation Flow Required - 231.072 Press Required - 75.759 Summary C-Factor Used: 150 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 11-8-18 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 88 @ Press - R Residual Press - 29 Elev. - Well Flow - 3200 Proof Flow S Elevation - 0 U P Location - SITE WATER MODEL P L Source of Information - CITY OF ARLINGTON Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled o Palletized o Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Revision: 50.52.1 .-� -_1 � i p wf,...srrnow�rs�swar sao+wr�o■os•atlsrin� WASHINGTOft WTATE CERTIFICATE Of COMPETENCY e e FIRE IROTECTIC*I PAMKLER SYSTEMS ciiristian Bernard Klein 5616-0108-C Lwd I N, Unlimited NlOwl nIUNUMM109 !��� 1v �tii� s�nrw� �V'3i -------r-_I i . . . Fire Protection by Computer Design UMI PO BOX 1457 MARYSVILLE, WA 98270 �-- ROV17WOM lol PRO t, Compliance Job Name CEDAR POINT 4TH AREA 1 Building 1 Location ARLINGTON, WA System 1 Ig aiu —4e Uat Contract 1 Data File CEDAR POINT 4TH AREA 1.WXF Gk,Rllding Plan Review Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-William UMI Page 6 CEDAR POINT ROOF EAST AERA 1 Date 3-21-19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *'****' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 343.24 53.065 K Factor= 47.12 XSP1 -191.24 4.26 10L 79.002 180.420 57.847 to 120.0 0.0 79.002 0.0 SPT1 -191.24 -0.0092 0.0 259.422 -2.390 Vel = 4.30 SPT1 0.0 4.26 4L 31.601 228.000 55.457 to 120.0 0.0 31.601 0.0 SPT2 -191.24 -0.0092 0.0 259.601 -2.392 Vel = 4.30 SPT2 343.23 4.26 6L 47.401 231.920 53.065 to 120.0 0.0 47.401 0.0 SPT3 151.99 0.0060 0.0 279.321 1.683 Vel = 3.42 SPT3 0.0 4.26 10L 79.002 279.290 54.748 to 120.0 0.0 79.002 0.0 SPT4 151.99 0.0060 0.0 358.292 2.158 Vel = 3.42 SPT4 0.0 4.26 4L 31.601 124.670 56.906 to 120.0 0.0 31.601 0.0 XSP1 151.99 0.0060 0.0 156.271 0.941 Vel = 3.42 XSP1 191.25 6.357 2L 22.632 19.420 57.847 to 120.0 0.0 22.632 0.0 TSP 343.24 0.0039 0.0 42.052 0.162 Vel = 3.47 TSP 0.0 6.357 Fsp 0.0 4.875 58.009 to 120.0 B 12.573 50.293 3.130 Fixed Loss = 1 BSP 343.24 0.0039 T 37.72 55.168 0.213 Vel = 3.47 BSP 0.0 6.357 2L 22.632 8.000 61.352 to 120.0 Zcd 0.0 22.632 3.826 * Fixed Loss = 2.635 SPIG 343.24 0.0039 0.0 30.632 0.119 Vel = 3.47 SPIG 0.0 6.16 L 12.911 11.000 65.297 to 140.0 0.0 12.911 2.599 UG1 343.24 0.0033 0.0 23.911 0.080 Vel = 3.70 UG1 0.0 6.16 F 10.042 54.000 67.976 to 140.0 G 4.304 57.383 0.0 CITY 343.24 0.0034 T 43.037 111.383 0.378 Vel = 3.70 50.00 Qa = 50.00 393.24 68.354 K Factor= 47.56 Computer Programs by Hydratec Inc. Revision: 50.52.1 1 Final Calculations - Hazen-William 2007 UMI Page 5 CEDAR POINT ROOF EAST AERA 1 Date 3-21-19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes *'** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S1 26.56 4.26 2L 11.277 9.170 22.493 K Factor= 5.60 to 100.0 0.0 11.276 0.0 S2 26.56 0.0003 0.0 20.446 0.007 Vel = 0.60 S2 37.95 4.26 0.0 6.000 22.500 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S3 64.51 0.0017 0.0 6.000 0.010 Vel = 1.45 S3 37.95 4.26 0.0 6.000 22.510 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S4 102.46 0.0042 0.0 6.000 0.025 Vel = 2.31 S4 37.98 4.26 2L 11.277 6.830 22.535 K Factor= 8.00 to 100.0 0.0 11.276 0.0 S5 140.44 0.0073 0.0 18.106 0.132 Vel = 3.16 S5 38.09 4.26 0.0 6.000 22.667 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S6 178.53 0.0113 0.0 6.000 0.068 Vel = 4.02 S6 38.14 4.26 0.0 6.000 22.735 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S7 216.67 0.0162 0.0 6.000 0.097 _ Vel = 4.88 S7 38.23 4.26 0.0 6.000 22.832 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S8 254.9 0.0220 0.0 6.000 0.132 Vel = 5.74 S8 38.34 4.26 10L 56.384 204.000 22.964 K Factor= 8.00 to 100.0 T 18.795 75.179 0.0 X1 293.24 0.0285 0.0 279.179 7.946 Vel = 6.60 X1 0.0 4.26 2L 11.277 15.710 30.910 to 100.0 0.0 11.276 3.392 TPD2 293.24 0.0285 0.0 26.986 0.769 Vel = 6.60 TPD2 0.0 4.26 Dvc 19.734 15.000 35.071 to 100.0 2L 11.277 61.082 3.104 DPT2 293.24 0.0285 B 11.277 76.082 2.165 Vel = 6.60 T 18.79 DPT2 50.00 4.26 0.0 6.000 40.340 Qa = 50 to 120.0 0.0 0.0 2.599 FC23 343.24 0.0272 0.0 6.000 0.163 Vel = 7.73 FC23 0.0 4.26 0.0 1.500 43.102 to 120.0 0.0 0.0 0.650 H23 343.24 0.0267 0.0 1.500 0.040 Vel = 7.73 H23 0.0 4.26 0.0 7.500 43.792 to 120.0 0.0 0.0 3.248 FC22 343.24 0.0272 0.0 7.500 0.204 Vel = 7.73 FC22 0.0 4.26 0.0 1.500 47.244 to 120.0 0.0 0.0 0.0 H22 343.24 0.0273 0.0 1.500 0.041 Vel = 7.73 H22 0.0 4.26 0.0 5.670 47.285 to 120.0 0.0 0.0 3.104 BS2 343.24 0,0272 0.0 5.670 _ 0.154 _Vel = 7.73 BS2 0.0 4.26 2T 52.668 6.000 50.543 to 120.0 B 15.8 100.069 -0.361 SPT2 343.24 0.0272 4L 31.601 106.069 2.883 Vel = 7.73 Computer Programs by Hydratec Inc. Revision: 50.52.1 1 Pressure / Flow Summary - STANL AD UMI Page 4 CEDAR POINT ROOF EAST AERA 1 Date 3-21-19 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. S1 45.0 5.6 22.49 na 26.56 0.1 100 20.0 S2 45.0 8 22.5 na 37.95 0.1 100 22.5 83 45.0 8 22.51 na 37.96 0.1 100 22.5 S4 45.0 8 22.53 na 37.98 0.1 100 22.5 S5 45.0 8 22.67 na 38.09 0.1 100 22.5 S6 45.0 8 22.74 na 38.14 0.1 100 22.5 S7 45.0 8 22.83 na 38.23 0.1 100 22.5 S8 45.0 8 22.96 na 38.34 0.1 100 22.5 X1 45.0 30.91 na TPD2 37.167 35.07 na DPT2 30.0 40.34 na 50.0 FC23 24.0 43.1 na H23 22.5 43.79 na FC22 15.0 47.24 na H22 15.0 47.29 na BS2 7.833 50.54 na SPT2 8.667 53.07 na XSP1 8.667 57.85 na SPT1 8.667 55.46 na SPT3 8.667 54.75 na S PT4 8.667 56.91 na TSP 8.667 58.01 na BSP 3.75 61.35 na SPIG 1.0 65.3 na UG1 -5.0 67.98 na CITY -5.0 68.35 na 50.0 The maximum velocity is 7.73 and it occurs in the pipe between nodes DPT2 and FC23 Computer Programs by Hydratec Inc. Revision: 50.52.1 1 S 00 4 o m QQ \ 0 4 c 7 ) n / \± o & » 87 3 = 0 2 � R » / 0 2 r- 4R 2 & Q = f S 2 & c r f 2 = 2LO � QG (02R » n �/ d m CT) r N _ \ \ k � 2 & q � (0@ } 2 / o r LO ° uk \ 2 n 2 & n � r � ƒ ƒ s@ $ ) LO / #% \ e = = = 5 = \ » = r � � 2 gEE\ W .0 g e CCU ; k of > CL E2 = / 2 c » N §� n � ; 0 cut — \ 2 ) % = •\ 77 \ ® on � ] o � =] �f /G > o �I m ® _ &/ 0 \ c o § o = ± o o � 2oCN «a / \ / § � a) / § \ S & 2I � 79 = E o � co § o � r » CL / .§ \ / \ - - k= = § 2 ( k / / \ ' \ \ z o � to - � k 72 u = e e 2 m LD � � E £ mm _2 E = 7 = CL - cn $ c � § o / n ) / ƒ ? 0 7 7 7 \ E ser = 25 ƒ kkf $ 27 $ ! c co \ a) � � a) 2 I > » \ $ \ � = 0 42 \ IE >F- ) � CL 2 2 G F \ A § /33250 7 � 0 m E I $ $ 3j@ { a)—r > 2 @ Q \ 2 U) b # 3 -i E f r- \ % m o (L « </ coa COp ° ° � = E � >� » aa �_ _- � > En E \2 ) 6 )ƒ) ) )/ E ) 7m / 9 yQ = D / E = 7 _ = o � ± ; $ a S ° / ) f ƒ _§ / E 2 � @ � ':3 :3u _ _ 'E ® o & a.� LL $ / E <1 m0U- LL -No = 5 -jE2 kw± 22k t rn T N LO LO Lr)co N M �NM N M CO v ,:M6OM O NO000)r � O N rM c6 C6 d to (II 3 cn o � o E �LL a- cp O ° EEEE'rn CU> aD°> a) a) � a) N �p T>+v> WU1(n (n >% (D �rNN OM (gyp MCCOMOCn E N r) N U 0 0 N M N O LC) C O O O C: 00 N U N (6 a T T LIB fN OO E r 2 O cn O < O N Z O a J LL O U 0 O O N O O O O r O r 000N O N Cr) W .. Q i O O U cn E 3 Zn - N W v) o LL a)d O Qa- o U O CL - o 0 _ ao Q o � O irs r N N (na/ �UUU Li L N T `O CD O O O O O O O O O O O O O �> Q V r r T r r T O 00 f-- CO LO V M N r U d W 0 0 D � W � ', 1 UMI Page 1 CEDAR POINT ROOF EAST AERA 1 Date 3-21-19 Hydraulic Desian Information Sheet Name - CEDAR POINT Date 3-21-19 Location - ARLINGTON, WA Building - 1 System No. - 1 Contractor - UMI Contract No. - 1 Calculated By - CBK Drawing No. - FP10 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - VARIES Occupancy - NFPA 13 S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 8 HEADS System Type Sprinkler/Nozzle Density - .10 ( ) Wet Make TYCO D Area Per Sprinkler - 100 (x) Dry Model ATTIC E Elevation at Highest Outlet - 45 ( ) Deluge Size 3/4 - 1/2 S Hose Allowance - inside - 50 ( ) Preaction K-Factor 8.0 - 5. 6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 G Hose Allowance - Outside - 50 N Note Calculation Flow Required - 393.235 Press Required _ 68.354 Summary C-Factor Used: 100 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 11-8-18 Cap. - T Time of Test - Rated Cap Elev.-- E Static Press - 88 @ Press R Residual Press - 29 Elev. Well Flow - 3200 Proof Flow S Elevation - 0 U P Location - SITE WATER MODEL P L Source of Information - CITY OF ARLINGTON Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Revision: 50.52.1 .� j .,•, s: pis mrr�arurrrrr rwr rairia sarrawar r.� WAJII< INGTON STATE s CERTIFICATE OF CAMrETENCY FI$E PRCITECTIQN s:flMKIER SYs"(ErJl:s of i Christian aemard Klein - r; I6fit6.Dt08-C L ' , � I ,Unbmited M 1 n UNLSMMt 13 C t' ( t . !D 13 Wus / atOn�tun 12/211119 t Fire Protection by Computer Design UMI PO BOX 1457 MARYSVILLE, WA 98270 Roviewed for Fire Gode Complian e Job Name CEDAR POINT ROOF EAST AERA 1 Building 1 Location ARLINGTON,WA41�c System 1 _ Contract 1 ignahlro ato Data File CEDAR POINT ROOF EAST AREA 1.WXF 0)LJllding1 Dian review By SAFEQuilt Computer Programs by Hydratec Inc. Revision: 50.52.1 r�, � r Final Calculations - Hazen-Willian,_ UMI Page 6 CEDAR POINT ROOF WEST AREA 1 Date 3-21-19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '*"*"" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BS4 0.0 4.26 2T 52.668 6.000 45.617 to 120.0 B 15.8 100.069 -0.361 SPT4 316.45 0.0234 4L 31.601 106.069 2.481 Vel = 7.12 0.0 316.45 47.737 K Factor= 45.80 T1 148.55 4.26 10L 56.384 242.790 23.607 to 100.0 2T 37.589 93.973 0.0 X1 148.55 0.0081 0.0 336,763 2.724 Vel = 3.34 0.0 148.55 26.331 K Factor= 28.95 XSP1 -80.10 4.26 10L 79.002 180.420 49.867 to 120.0 0.0 79.002 0.0 SPT1 -80.1 -0.0018 0.0 259.422 -0.478 Vel = 1.80 SPT1 0.0 4.26 4L 31.601 228.000 49.389 to 120.0 0.0 31.601 0.0 SPT2 -80.1 -0.0018 0.0 259.601 -0.478 Vel = 1.80 SPT2 0.0 4.26 6L 47.401 231,920 48.911 to 120.0 0.0 47.401 0.0 SPT3 -80.1 -0.0018 0.0 279.321 -0.514 Vel = 1.80 SPT3 0.0 4.26 10L 79.002 279.290 48.397 to 120.0 0.0 79.002 0.0 SPT4 -80.1 -0.0018 0.0 358.292 -0.660 Vel = 1.80 SPT4 316.44 4.26 4L 31.601 124.670 47.737 to 120.0 0.0 31.601 0.0 XSP1 236.34 0.0136 0.0 156.271 2.130 Vel = 5.32 XSP1 80.11 6.357 2L 22.632 19.420 49.867 to 120.0 0.0 22.632 0.0 TSP 316.45 0.0033 0.0 42.052 0.140 Vel = 3.20 TSP 0.0 6.357 Fsp 0.0 4.875 50.007 to 120.0 B 12.573 50.293 3.130 * Fixed Loss = 1 BSP 316.45 0.0033 T 37.72 55.168 0.183 Vel = 3.20 BSP 0.0 6.357 2L 22.632 8.000 53.320 to 120.0 Zcd 0.0 22.632 3.882 " Fixed Loss= 2.691 SPIG 316.45 0.0033 0.0 30.632 0.102 Vel = 3.20 SPIG 0.0 6.16 L 12.911 11.000 57.304 to 140.0 0.0 12.911 2.599 UG1 316.45 0.0029 0.0 23.911 0.069 Vel = 3.41 UG1 0.0 6.16 F 10.042 54.000 59.972 to 140.0 G 4.304 57.383 0.0 CITY 316.45 0.0029 T 43.037 111.383 0.325 Vel = 3.41 50.00 Qa = 50.00 366.45 60.297 K Factor= 47.19 Computer Programs by Hydratec Inc. Revision: 50.52.1 �Z 1 Final Calculations - Hazen-William_ - 2007 UMI Page 5 CEDAR POINT ROOF WEST AREA 1 Date 3-21-19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '"'""" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S1 37.95 4.26 0.0 5.000 22.500 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S2 37.95 0.0006 0.0 5.000 0.003 Vel = 0.85 S2 37.95 4.26 2L 11.277 7.080 22.503 K Factor= 8.00 to 100.0 0.0 11.276 0.0 S3 75.9 0.0023 0.0 18.356 0.043 Vel = 1.71 S3 37.98 4.26 0.0 5.000 22.546 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S4 113.88 0.0050 0.0 5.000 0.025 Vel = 2.56 S4 38.01 4.26 0.0 6.000 22.571 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S5 151.89 0.0083 0.0 6.000 0.050 Vel = 3.42 S5 38.05 4.26 0.0 6.000 22.621 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S6 189.94 0.0128 0.0 6.000 0.077 Vel = 4.28 S6 38.11 4.26, 2L 11.277 7.330 22.698 K Factor= 8.00 to 100.0 0.0 11.276 0.0 S7 228.05 0.0178 _ 0.0 18.606 0.332 Vel = 5.13 S7 38.40 4.26 T 18.795 5.375 23.030 K Factor= 8.00 to 100.0 0.0 18.795 0.0 T'l 266.45 0.0239 0.0 24.170 0.577 Vel = 6.00 T1 -148.55 4.26 T 18.795 111.170 23.607 to 100.0 0.0 18.795 0.0 T2 117.9 0.0053 0.0 129.965 0.685 Vel = 2.65 T2 0.0 4.26 12L 67.661 281.210 24.292 to 100.0 2T 37.589 105.249 0.0 X1 117.9 0.0053 _ 0.0 386.459 2.039 Vel = 2.65 X1 148.55 4.26 4L 22.554 13.417 26.331 to 100.0 0.0 22.554 3.392 TPD4 266.45 0.0239 0.0 35.971 0.858 Vel = 6.00 TPD4 0.0 4.26 Dvc 19.734 15.000 30.581 to 100.0 2L 11.277 61.082 3.104 DPT4 266.45 0.0238 B 11.277 76.082 1.813 Vel = 6.00 T 18.795 DPT4 50.00 4.26 0.0 6.000 35.498 Qa = 50 to 120.0 0.0 0.0 2.599 FC43 316.45 0.0233 0.0 6.000 0.140 Vel = 7.12 FC43 0.0 4.26 0.0 1.500 38.237 to 120.0 0.0 0.0 0.650 H43 316.45 0.0233 0.0 1.500 0.035 Vel = 7.12 H43 0.0 4.26 0.0 7.500 38.922 to 120.0 0.0 0.0 3.248 FC42 316.45 0.0235 0.0 7.500 0.176 Vel = 7.12 FC42 0.0 4.26 0.0 1.500 42.346 to 120.0 0.0 0.0 0.0 H42 316.45 0.0233 0.0 1.500 0.035 Vel = 7.12 H42 0.0 4.26 0.0 5.670 42.381 to 120.0 0.0 0.0 3.104 BS4 316.45 0.0233 0.0 5.670 0.132 Vel = 7.12 Computer Programs by Hydratec Inc. Revision: 50.52.1 r "'' Pressure / Flow Summary - STAh_ ,ARD UMI Page 4 CEDAR POINT ROOF WEST AREA 1 Date 3-21-19 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. S1 45.0 8 22.5 na 37.95 0.1 100 22.5 S2 45.0 8 22.5 na 37.95 0.1 100 22.5 S3 45.0 8 22.55 na 37.99 0.1 100 22.5 S4 45.0 8 22.57 na 38.01 0.1 100 22.5 S5 45.0 8 22.62 na 38.05 0.1 100 22.5 S6 45.0 8 22.7 na 38.11 0.1 100 22.5 S7 45.0 8 23.03 na 38.39 0.1 100 22.5 T1 45.0 23.61 na T2 45.0 24.29 na X1 45.0 26.33 na TPD4 37.167 30.58 na DPT4 30.0 35.5 na 50.0 FC43 24.0 38.24 na H43 22.5 38.92 na FC42 15.0 42.35 na H42 15.0 42.38 na BS4 7.833 45.62 na XSP1 8.667 49.87 na SPT1 8.667 49.39 na SPT2 8.667 48.91 na SPT3 8.667 48.4 na SPT4 8.667 47.74 na TSP 8.667 50.01 na BSP 3.75 53.32 na SPIG 1.0 57.3 na UG1 -5.0 59.97 na CITY -5.0 60.3 na 50.0 The maximum velocity is 7.12 and it occurs in the pipe between nodes DPT4 and FC43 Computer Programs by Hydratec Inc. Revision: 50.52.1 /� � 1 t IqI O MON (N O N r 'IT r r• O r O � N N M O N r r N M co 00 ooMr O O N O c6 m O � r O r a0 N of O r N N N r co r2 (O O Q) O O r r ULY r � O M Cu) Op LonO) � r O(O r NNl- MOMO _ N O LO d7 U') N a0 N In C O N r O </ � rN � NOON a) r O M O M r UC) r O U N O N 7 U ELL > 00 c6 Ucc m _ �_ S N Cl) L O N r� 00 Cl) r 3 LO �.+ (B T C � � 3 3 •0a) � � UQ N LL O LL > Q m NCDMN c — M C p O -Q U L O O OZ Ql 'a N > ' a a) N 'O N N -O N d \ a) O LL N O- OMNmONaOm �U N U W C1 7 p O � 3 N E c CL J J N V � Ot (O N O O r -0ON CO -0 +�'+ N N O U U x x al U` Lco � ° E � E3cu [C f0 L cu N (U V) L M-0 'O N L a)a) C a) Q.t- = Q N Y O M o r o r v o rn N c6 O O U O L) O (n m rn a) +, Ur O O (B E Y N W) w U a) (n p O co U O rLL0oMLL � LL � � � � CQ (6 E cn Q (0 "_- C p "O LU C N O C a O co Q 3 d NinCl) ~ y � N a� _LO O.00 cn N w > _ > t � > � = cn E > p O _C S o L - F- Mtf> H O 'a � rn wU Z :3 L n =c pCO 0 o N F- � r� m2 C2MOO fn ate+ a) � N N — 0 0 c N LLLL ?'LL O Lai LL LLLLL O 'C cn "-' U C O a aZ Z 0 Z LL Z Z Z U L N C X N fn N C L N O -p U Ncu LL DU E maULLL0 -� F- N � aJLLa_ ZLU O cn N � rn N N M L O Cl) CO N (D NOCOOOON 0) N r M (6 (6 d ❑ N -O U) (a W—E ON� a) - a- �❑ O a3 E E E E m CD �ininp� as M a) >.>1 wco0 U) a a) �rNN OM N f6❑❑❑2❑(n E N U O O N _ M N O LO C O � m O Lj O O W N � a 2 L O O r N CD < O O NZ d 4: O n J E V- O U 0 0 O N O O r O (O Q 000N r w 0O(14M Q . ~ a) ccn O U w =3 0 cn w �a� Q' :3"- y N _ N _ co Q ~ U)(n�Q' U / O Q Z a) 00 2 O (6rNN U) �UUU i T 0 0 0 0 0 0 Q LO M N r O O O O O O O O O O >� U r r r r r r O DO (p l() M N LLJ U d 0� w U) CO ❑ w w ,. I 1 UMI Page 1 CEDAR POINT ROOF WEST AREA 1 Date 3-21-19 Hydraulic Desian Information Sheet Name - CEDAR POINT Date - 3-21-19 Location - ARLINGTON, WA Building - 1 System No. - 1 Contractor - UMI Contract No. - 1 Calculated By - CBK Drawing No. - FP9 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - VARIES Occupancy - NFPA 13 S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( } Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 7 HEADS System Type Sprinkler/Nozzle Density - . 10 ( ) Wet Make TYCO D Area Per Sprinkler - PER LIST. (x) Dry Model ATTIC E Elevation at Highest Outlet - 45 ( ) Deluge Size 3/4 S Hose Allowance - Inside - 50 ( ) Preaction K-Factor 8.0 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 G Hose Allowance - Outside - 50 N Note Calculation Flow Required- 366.446 Press Required - 60.297 Summary C-Factor Used: 100 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 11-8-18 Cap. - T Time of Test - Rated Cap,- Elev.- E Static Press - 88 @ Press R Residual Press - 29 Elev. - Well Flow - 3200 Proof Flow S Elevation - 0 U P Location - SITE WATER MODEL P L Source of Information - CITY OF ARLINGTON Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled o Palletized o Rack M ( ) Single Row ( ) Conven. Pallet ( } Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( } Solid Shelf ( ) Non T A ( ) Mult. Row { ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Revision: 50.52.1 rl � � • yyrw rwwrrrrwrrwra®wwinrwiasrr� Hjuarom STATE e e CERTIFICATE OF COUrETEIiCY c 0 FIVIE MOTI:CTION eiPRIMKLER SYSTENS G • Cnristian Semard Klein i i16616-0108W3 � • asUnlimitedI�Iyn e UNUMMI e e Vaarrrrrararrr�rw rarrr.rr arr�� Fire Protection by Computer Design UMI PO BOX 1457 MARYSVILLE, WA 98270 Job Name CEDAR POINT ROOF WESTReviewed for Fire Code, Compliance Building 1 Location ARLINGTON, WA System 1 Contract 1 SI Rim Data File CEDAR POINT ROOF WEST RE�A 1. ~ wilding Plan Review Computer Programs by Hydratec Inc. Revision: 50.52.1 r Final Calculations - Hazen-Willian.._ UMI Page 6 CEDAR POINT ROOF EAST AERA 2 Date 3-21-19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * "*' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 369.86 49.460 K Factor= 52.59 S17 26.85 4.26 0.0 5.000 22.995 K Factor= 5.60 to 120.0 0.0 0.0 0.0 S18 26.85 0.0002 0.0 5.000 0.001 Vel = 0.60 S18 26.86 4.26 2L 15.8 4.420 22.996 K Factor= 5.60 to 120.0 T 26.334 42.134 0.0 X2 53.71 0.0009 0.0 46.554 0.041 Vel = 1.21 0.0 53.71 23.037 K Factor= 11.19 XSP1 -206.08 4.26 10L 79.002 180.420 54.950 to 120.0 0.0 79.002 0.0 SPT1 -206.08 -0.0106 0.0 259.422 -2.744 Val = 4.64 SPT1 0.0 4.26 4L 31601 228.000 52.206 to 120.0 0.0 31.601 0.0 SPT2 -206.08 -0.0106 0.0 259.601 -2.746 Vel = 4.64 SPT2 369.86 4.26 6L 47.401 231.920 49.460 to 120.0 0.0 47.401 0.0 SPT3 163.78 0.0069 0.0 279.321 1.931 Vel = 3.69 SPT3 0.0 4.26 10L 79.002 279.290 51.391 to 120.0 0.0 79.002 0.0 SPT4 163.78 0.0069 0.0 358.292 2.478 Vel = 3.69 SPT4 0.0 4.26 4L 31.601 124.670 53.869 to 120.0 0.0 31.601 0.0 XSP1 163.78 0.0069 0.0 156.271 1.081 Vel = 3.69 XSP1 206.08 6.357 2L 22.632 19.420 54.950 to 120.0 0.0 22.632 0.0 TSP 369.86 0.0044 0.0 42.052 0.187 Vel = 3.74 TSP 0.0 6.357 Fsp 0.0 4.875 55.137 to 120.0 B 12.573 50.293 3.130 * Fixed Loss = 1 BSP 369.86 0.0044 T 37.72 55.168 0.244 Vel = 3.74 BSP 0.0 6.357 2L 22.632 8.000 58.511 to 120.0 Zcd 0.0 22.632 3.770 * Fixed Loss = 2.579 SPIG 369.86 0.0044 0.0 30.632 0.136 Vel = 3.74 SPIG 0.0 6.16 L 12.911 11.000 62.417 to 140.0 0.0 12.911 2.599 UG1 369.86 0.0039 0.0 23.911 0.093 Val = 3.98 UG1 0.0 6.16 F 10.042 54.000 65.109 to 140.0 G 4.304 57.383 0.0 CITY 369.86 0.0039 T 43.037 111.383 0.434 Vel = 3.98 50.00 Qa = 50.00 419.86 65.543 K Factor= 51.86 Computer Programs by Hydratec Inc. Revision: 50.52.1 �' t Final Calculations - Hazen-Willian. - 2007 UMI Page 5 CEDAR POINT ROOF EAST AERA 2 Date 3-21-19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "'** Notes **** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S10 37.95 4.26 0.0 6.000 22.500 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S11 37.95 0.0007 0.0 6.000 0.004 Vel = 0.85 S11 37.95 4.26 0.0 6.000 22.504 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S12 75.9 0.0023 0.0 6.000 0.014 Vel = 1.71 S12 37.96 4.26 0.0 6.000 22.518 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S13 113.86 0.0050 0.0 6.000 0.030 Vel = 2.56 S13 37.99 4.26 0.0 6.000 22.548 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S14 151.85 0.0083 0.0 6.000 0.050 Vel = 3.42 S14 38.03 4.26 0.0 6.000 22.598 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S15 189.88 0.0127_ 0.0 6.000 0.076 _ Vel = 4.27 S15 38.09 4.26 0.0 6.000 22.674 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S16 227.97 0.0180 0.0 6.000 0.108 Vel = 5.13 S16 38.19 4.26 L 5.638 5.080 22.782 K Factor= 8.00 to 100.0 0.0 5.638 0.0 X2 266.'16 0.0238 0.0 10.718 0.255 Vel - 5.99 X2 53.70 4.26 6L 33.83 63.080 23.037 to 100.0 0.0 33.830 0.0 X1 319.86 0.0334 0.0 96.910 3.239 Vel = 7.20 X1 0.0 4.26 2L 11.277 15.710 26.276 to 100.0 0.0 11.276 3.392 TPD2 319.86 0.0335 0.0 _26.986 0.903 Vel = 7.20 TPD2 0.0 4.26 Dvc 19.734 15.000 30.571 to 100.0 2L 11.277 61.082 3.104 DPT2 319.86 0.0334 B 11.277 76.082 2.543 Vel = 7.20 T 18.795 _ DPT2 50.00 4.26 0.0 6.000 36.218 Qa = 50 to 120.0 00 0.0 2.599 FC23 369.86 0.0312 0.0 6.000 0.187 Vel = 8.33 -FC23 0.0 4.26 0.0 1.500 39.004 to 120.0 0.0 0.0 0.650 H23 369.86 0.0307 0.0 1.500 0.046 Vel = 8.33 H23 0.0 4.26 0.0 7.500 39.700 to 120.0 0.0 0.0 3.248 FC22 369.86 0.0313 00 7.500 0.235 Vel = 8.33 FC22 0.0 4.26 0.0 1.500 43.183 to 120.0 0.0 0.0 0.0 H22 369.86 0.0307 0.0 1.500 0.046 Vel = 8.33 H22 0.0 4.26 0.0 5.670 43.229 to 120.0 0.0 0.0 3.104 BS2 369.86 0.0312 0.0 5.670 0.177 VeI_= 8.33 BS2 0.0 4.26 2T 52.668 6.000 46.510 to 120.0 B 15.8 100.069 -0.361 SPT2 369.86 0.0312 4L 31.601 106.069 3.311 Vel = 8.33 Computer Programs by Hydratec Inc. Revision: 50.52.1 Pressure / Flow Summary - STAN_ -kRD UMI Page 4 CEDAR POINT ROOF EAST AERA 2 Date 3-21-19 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. S10 45.0 8 22.5 na 37.95 0.1 100 22.5 S11 45.0 8 22.5 na 37.95 0.1 100 22.5 S12 45.0 8 22.52 na 37.96 0.1 100 22.5 S13 45.0 8 22.55 na 37.99 0.1 100 22.5 S14 45.0 8 22.6 na 38.03 0.1 100 22.5 S15 45.0 8 22.67 na 38.09 0.1 100 22.5 S16 45.0 8 22.78 na 38.18 0.1 100 22.5 X2 45.0 23.04 na X1 45.0 26.28 na TPD2 37.167 30.57 na DPT2 30.0 36.22 na 50.0 FC23 24.0 39.0 na H23 22.5 39.7 na FC22 15.0 43.18 na H22 15.0 43.23 na BS2 7.833 46.51 na SPT2 8.667 49.46 na S17 45.0 5.6 22.99 na 26.85 0.1 100 20.0 S18 45.0 5.6 23.0 na 26.85 0.1 100 20.0 XSP1 8.667 54.95 na SPT1 8.667 52.21 na SPT3 8.667 51.39 na SPT4 8.667 53.87 na TSP 8.667 55.14 na BSP 3.75 58.51 na SPIG 1.0 62.42 na UG1 -5.0 65.11 na CITY -5.0 65.54 na 50.0 The maximum velocity is 8.33 and it occurs in the pipe between nodes DPT2 and FC23 Computer Programs by Hydratec Inc. Revision: 50.52.1 � r r 4 o m 2 $ § _ ® g o K 7 / nM o & 227 \I 2 0 0 » = Rz / c 2 � 5 & i & Q m» G 2 % c r e 2 _1 22 « " 2G m 2R - naR \ LQ e m m w = m \ § / 3 � 04 « R '$ i }m o Cl) LO ° \ k / 2 Cl) & % n � r � ELL> con2 / �% \ ® » cr � � 2 Cl) \ :� g E7 / = e j j > cL L ( � M N § � n » § tcf / \ k / # o - � 2 2 2 = '\ � 2E / on � ] oN = / �f EG « o / cn ( _ %® \ 7 7 \ j / eo = 0 = ° ® f o ® o � 2o � m ) \ \ .4— / \ \ 2 m 2 a E o 2o04r (n kU) ƒ J � \ \ � = 2 % k ) ( k z t n CD � zm CD $ / \ / 2 $ F E _ $ � nE_ E � � 33 � d o �ƒ o \ n ) / ƒ / � \ \ /_ / § ( ~ \ f C « -0 < ! ° Wcn \ C \ % % § \ \ q \ \ k / _ < > > 2 � = - ' ca - / % / fej ) 4/ 0 \ 2 = = ® £ _ (D m = 2 ' /z 4a k I m o m E 3m >g / jg � \/ 2 \ > t @ 2 r—72 / 3 n e = m c k 2 0 < » <w« < o co = E � ECE \ \ = E � » _ � IL� =- m > / [2 ) /k ƒ) ) k/ � � ® / '� tp0 \ e E $ = f " � ® & _ < _ / m £ = G L203 \ LL LL $ 2 r o \ b22 $ / 5 / E.a\ / i $ m ± LLLLoue7 = 3 \ E 2 k w\ q $ a rn N Lid Cl) �o N M (D000� 0.0 �OLf)O�� r O r Q N Cl)O N dp cn E O �-pN rLf cp O ° EEEE'rn 0 M�°) � a) CU M rnpcn wcncn cn -DrNN OM cu Mppp2p(n E a) p N (U 0 0 M N O LO C O .Ln N O cj O O 00 C'J '0 T 2 T Q L N 00 E O r f0 O < O N Z d O a -i LL. O U O O O N O O N OO (0 r 000N OONM W Q O F 0 U Q a) 0 N W N � LL O —'`n M C o Q N 7 O CU—NN U) UUU L LO ov O 0 0 0 0 0 0 0 O o 0 0 O r r r r r r D) 00 ti 0 LO � M N r t I � �� UMI Page 1 CEDAR POINT ROOF EAST AERA 2 Date 3-21-19 Hydraulic Desian Information Sheet Name - CEDAR POINT Date - 3-21-19 Location - ARLINGTON, WA Building - 1 System No. - 1 Contractor - UMI Contract No. - 1 Calculated By - CBK Drawing No. - FP10 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - VARIES Occupancy - NYPA 13 S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( } 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 9 HEADS System Type Sprinkler/Nozzle Density - .10 ( ) Wet Make TYCO D Area Per Sprinkler - 100 (x) Dry Model ATTIC E Elevation at Highest Outlet- 45 ( ) Deluge Size 3/4 - 1/2 S Hose Allowance - Inside - 5U ( ) Yreaction K-Factor 8.0 - 5. 6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 G Hose Allowance - Outside - 50 N Note Calculation Flow Required - 419.864 Press Required - 65.543 Summary C-Factor Used: 100 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir A Date of Test - 11-8-18 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 88 @ Press R Residual Press - 29 Elev. Well Flow - 3200 Proof Flow S Elevation - 0 U P Location - SITE WATER MODEL P L Source of Information - CITY OF ARLINGTON Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled o Palletized o Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Revision: 50.52.1 ��� �� T f } i ��wsi� a®rrrrsrsirrwrs�w�Merne®�ir� WASMI*GTCPN STATE f RTIF1i:ATE !'tiMrETB}�CY � ff"E P11 ROTECTIL ION UPKIMICLaft SYSTEMS 6 Cnnsttan Semard Klein UM�mded Meat dl n R i1NLlMMIl13 , � �Iywa ti 12l�1H8 � �[ar rirM ilb---------a ------bpi Fire Protection by Computer Design UMI PO BOX 1457 MARYSVILLE, WA 98270 Job Name CEDAR POINT ROOF EAST AERA 2 lewed for Fire Code COMPliance Building 1 Location ARLINGTON, WA System 1 Contract 1 t.naturr Data File CEDAR POINT ROOF EAST AREA 2.WXF ate uiiding Pi n Review Computer Programs by Hydratec Inc. Revision: 50.52.1 1 Final Calculations - Hazen-Willian._ UMI Page 7 CEDAR POINT ROOF WEST AREA 2 Date 3-21-19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. P.C., or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG1 0.0 6.16 F 10.042 54.000 60.739 to 140.0 G 4.304 57.383 0.0 CITY 369.02 0.0039 T 43.037 111.383 0.432 Val = 3.97 50.00 Qa = 50.00 419.02 61.171 K Factor= 53.57 Computer Programs by Hydratec Inc. Revision: 50.52.1 �, f Final Calculations - Hazen-William,. UMI Page 6 CEDAR POINT ROOF WEST AREA 2 Date 3-21-19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""` ' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H42 0.0 4.26 0.0 5.670 41.534 to 120.0 0.0 0.0 3.104 BS4 369.02 0.0310 0.0 5.670 0.176 Vel = 8.31 BS4 0.0 4.26 2T 52.668 6.000 44.814 to 120.0 B 15.8 100.069 -0.361 SPT4 369.02 0.0311 4L 31.601 106.069 3.297 Vel = 8.31 0.0 369.02 47.750 K Factor= 53.40 T1 78.45 4.26 10L 56.384 242.790 23.465 to 100.0 2T 37.589 93.973 0.0 X1 78.45 0.0025 0.0 336.763 0.836 Vel = 1.77 0.0 78.45 24.301 K Factor= 15.91 S17 26.63 4.26 0.0 6.000 22.606 K Factor= 5.60 to 120.0 0.0 0.0 0.0 S18 26.63 0.0003 0.0 6.000 0.002 Vel = 0.60 S18 26.62 4.26 2L 15.8 3.710 22.608 K Factor= 5.60 to 120.0 T 26.334 42.134 0.0 X2 53.25 0.0009 0.0 45.844 0.039 Vel = 1.20 0.0 53.25 22.647 K Factor= 11.19 _ XSP1 93.41 4.26 10L 79.002 180.420 50.580 to 120.0 0.0 79.002 0.0 SPT1 -93.41 -0.0024 0.0 259.422 -0.634 Vel = 2.10 SPT1 0.0 4.26 4L 31.601 228.000 49.946 to 120.0 0.0 31.601 0.0 SPT2 -93.41 -0.0024 0.0 259.601 -0.636 Vel = 2.10 SPT2 0.0 4.26 6L 47.401 231.920 49.310 to 120.0 0.0 47.401 0.0 SPT3 -93.41 -0.0024 0.0 279.321 -0.683 Vel = 2.10 SPT3 0.0 4.26 10L 79.002 279.290 48.627 to 120.0 0.0 79.002 0.0 SPT4 -93.41 -0.0024 0.0 358.292 -0.877 Vel = 2.10 SPT4 369.02 4.26 4L 31.601 124.670 47.750 to 120.0 0.0 31.601 0.0 XSP1 275.61 0.0181 0.0 156.271 2.830 Vel = 6.20 XSP1 93.41 6.357 2L 22.632 19.420 50.580 to 120.0 0.0 22.632 0.0 TSP 369.02 0.0044 0.0 42.052 0.186 Vel = 3.73 TSP 0.0 6.357 Fsp 0.0 4.875 50.766 to 120.0 B 12.573 50.293 3.130 Fixed Loss = 1 BSP 369.02 0.0044 T 37.72 55.168 0.244 Vel = 3.73 BSP 0.0 6.357 2L 22.632 8.000 54.140 to 120.0 Zcd 0.0 22.632 3.772 * Fixed Loss = 2.581 SPIG 369.02 0.0044 0.0 30.632 0.135 Vel = 3.73 SPIG 0.0 6.16 L 12.911 11.000 58.047 to 140.0 0.0 12.911 2.599 UG1 369.02 0.0039 0.0 23.911 0.093 Vel = 3.97 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-William,- - 2007 UMI Page 5 CEDAR POINT ROOF WEST AREA 2 Date 3-21-19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """` Notes ...., Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T1 -78.45 4.26 T 18.795 111.170 23.465 to 100.0 0.0 18.795 0.0 T2 -78.45 -0.0025 0.0 129.965 -0.323 Vel = 1.77 T2 0.0 4.26 8L 45.107 174.250 23.142 to 100.0 2T 37.589 82.697 0.0 S10 _-78.45 -0.0025 0.0 256.947 -0.638 Vel = 1.77 S10 37.95 4.26 0.0 6.000 22.504 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S11 -40.5 -0.0007 0.0 6.000 -0.004 Vel = 0.91 S11 37.95 4.26 0.0 6.000 22.500 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S12 -2.55 0.0 0.0 6.000 0.0 Vel = 0.06 S12 37.94 4.26 0.0 6.000 22.500 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S13 35.39 0.0005 0.0 6.000 0.003 Vel = 0.80 S13 37.95 4.26 0.0 6.000 22.503 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S14 73.34 0.0023 0.0 6.000 0.014 Vel = 1.65 S14 37.97 4.26 0.0 6.000 22.517 K Factor= 8.00 to 100.0 0.0 0.0 0.0 S15 111.31_ 0.0047 _ 0.0 6.000 0.028 Vel = 2.51 S15 37.98 4.26 0.0 6.000 22.545 K Factor= 8.00 to 100.0 00 0.0 0.0 S16 149.29 0.0082 _ 0.0 6.000 0.049 Vel = 3.36 S16 38.03 4.26 0.0 4.290 22.594 K Factor= 8.00 to 100.0 0.0 0.0 0.0 X2 187.32 0.0124 0.0 4.290 0.053 Vel = 4.22 X2 53.25 4.26 4L 22.554 61.250 22.647 to 100.0 0.0 22.554 0.0 X1 240.57 0.0197 0.0 83.804 1.654 Vel= 5.42 X1 78.45 4.26 4L 22.554 13.417 24.301 to 100.0 0.0 22.554 3.392 TPD4 319.02 0.0333 0.0 35.971 1.197 Vel = 7.18 TPD4 0.0 4.26 Dvc 19.734 15.000 28.890 to 100.0 2L 11.277 61.082 3.104 DPT4 319.02 0.0333 B 11.277 76.082 2.531 Vel = 7.18 T 18.795 DPT4 50.00 4.26 0.0 6.000 34.525 Qa = 50 to 120.0 0.0 0.0 2.599 FC43 369.02 0.0310 0.0 6.000 0.186 Vel = 8.31 FC43 0.0 4.26 0.0 1.500 37.310 to 120.0 0.0 0.0 0.650 H43 369.02 0.0307 0.0 1.500 0.046 Vel = 8.31 H43 0.0 4.26 0.0 7.500 38.006 to 120.0 0.0 0.0 3.248 FC42 369.02 0.0312 0.0 7.500 0.234 Vel = 8.31 FC42 0.0 4.26 0.0 1.500 41.488 to 120.0 0.0 0.0 0.0 H42 369.02 0.0307 0.0 1.500 0.046 Vel = 8.31 Computer Programs by Hydratec Inc. Revision: 50.52.1 OSYSU Series P POTTER Outside Screw and Yoke Vgly The Symbol of Protection Supervisory Switch Breaking Excessive Rod Length Ordering Information Fig 9 Model Description Stock No. OSYSU-1 Outside Screw&Yoke 1010102 f Supervisory Switch (Single switch) OSYSU-2 Outside Screw&Yoke 1010202 Switch Terminal Connections Supervisory Switch Clamping Plate Terminal (Double switch) Fig 10 OSYSU-2 Outside Screw & Yoke Supervisory 1010210 CRH Switch (Double Switch). Corrosion resistant hardware of 316 stainless steel & nickel plated to ASTM B377 Type V Brackets �4jR°iqe Cover Screw 5490424 Hex Key for Cover Screws and 5250062 1n Installation Adjustments cO4j�n� Optional Cover Tamper Switch Kit 0090200 AWARNING An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be Engineering Specifications: OS$Y severed,thereby providing supervision of the connection in the event that Valves the wire become dislodged from under the terminal. Failure to sever the wire may render the device inoperable risking severe property damage and loss of life.Do not strip wire beyond 3/8"of length or expose an UL, CUL Listed/FM Approved and CE Marked valve supervisory uninsulated conductor beyond the edge of the terminal block_When using switches shall be furnished and installed on all OS&Y type valves stranded wire,capture all strands under the clamping plate. that can be used to shut off the flow of water to any portion of the fire sprinkler system,where indicated on the drawings and plans and ' as required by applicable local and national codes and standards. The supervisory switch shall be NEMA 4X and 6P rated and capable All conduit and connectors selected for the installation of this product of being mounted in any position indoors or out and be completely shall be suitable for the environment for which it is to be used and shall be submerged without allowing water to enter the enclosure.. The installed to the manufacturer's installation instructions.For NEMA 4,4X,6, enclosure shall be held captive by tamper resistant screws.The device 6P installations,the cover screws are recommended to be tightened to 15 in- shall contain two 1/z" conduit entrances and one or two Single Pole lbs minimum and the trip rod locking screw tightened to 5 in-lbs minimum Double Throw(SPDT)switches. There shall be a visual indicator to to properly seal the enclosure, display the status of the switches. To aid in installation, it shall be possible to make fine adjustments to the position of the switch on the Typical Electrical Connections valve without loosening the mounting bracket from the valve. The device shall contain an adjustable length trip rod and roller, the trip Fig 11 rod shall be held captive by a set screw accessible upon removal of the EOLR cover.The switch contacts shall be rated at 10A,125/250VAC and 2A, 30VDC. OS&Y Valve supervisory switch shall be model OSYSU-1 C M NC N NO NC COM for the single switch model and OSYSU-2 for the two switch model manufactured by Potter Electric Signal Company LLC ® � TO FIRE ALARM PANEL Potter Electric Signal Company,LLC • St. Louis,MO Tech Support: 866-956-0988/Customer Service: 866-572-3005 • www.pottersignal.com 150 soouzoos DESIGNING,MANUFACTURING, �- I E DISTRIBUTING QUALITY SYSTEMS 5401525-REV D • 1115 PAGE 6 OF 6 OSYSU Series P POTTER Outside Screw an4 Yoke Valu The Symbol of Protection Supervisory Switch Dimensions Fig 8 G,19 3 u5 [11113] [7747] J 0n 2.25 [101 60] [57,13]� 3.20 [61.2G] 1 !M [7o R)] 5.1 � _ — [10J12] O O `l r Rod retracted and IT,] breakaway section removed I•• 1 2.10 1533J] Rod fully extended Cover Tamper Switch (Optional) (2)o,886 Knockouts For 1/2"Electrical Conduit ` f'onnectinns 7 Cover Removed � Ground Screw 1 d Mounting\ Hardware Clamp Bar \ —Trip Rod Potter Electric Signal Company,LLC St.Louis,MO Tech Support: 866-956-0988/Customer Service: 866-572-3005 www,pottersignal.com 5401525-REV D • 1115 PAGE 5 OF 6 OSYSU Series nP POTTER Outside Screw and Yoke Wilup The Symbol of Protection Supervisory Switch Fig 7 Large Valve Installation - 311 Through 1211 Sizes UU TT Slotted mounting holes and micro- adjustment feature may be used for ® fine adjustment of switch assembly to mounting bracket.Re-tighten screws to 20 in-lbs minimum. Large Valve Installation as it rolls over by the threads of the valve stem. NOTE:If the valve stem is pre-grooved at 1/8"minimum 6. Mount the OSYSU on the valve yoke with the spring loaded trip rod of the OSYSU pulled against the valve stem and depth;proceed to step 6. centered in the groove of the stem.If possible,position the 1. With the valve in the FULL OPEN position,locate the OSYSU with the flat side of the bracket toward the hand OSYSU across the valve yoke as far from the valve gland wheel,as shown in Fig.7,to help avoid creating a pinch so that the spring loaded trip rod of the OSYSU is pulled point between the wheel and OSYSU.When in this preferred against the non threaded portion of the valve stem.Position mounting position,it is usually best to use the white indicator the OSYSU with the bracket near the handwheel as shown visible through the window,as illustrated in Fig.3,to aid in in Fig.7 if possible to avoid creating a pinch point between initially locating the OSYSU in the correct position on the the wheel and the OSYSU. yoke,If the unit must be installed inverted with the white 2. Mount the OSYSU loosely with the carriage bolts and clamp indicator no longer easily visible,use the visual indicators bar supplied. of the actuator buttons on the micro-switches,as illustrated in Fig. 1,or the trip rod alignment mark on the bracket,as 3. Loosen the locking screw that holds the trip rod in place and illustrated in Fig.2,to aid in initially locating the OSYSU. adjust the rod length(see Fig.5). When adjusted properly, the rod should extend past the valve screw,but not so far 7. Final adjustment can be made by slightly loosening the two that it contacts the clamp bar. Tighten the locking screw to screws on the bracket and using the fine adjustment feature 5 in-lbs minimum to hold the trip rod in place and properly (see Fig.5).The adjustment is correct when the plungers seal the enclosure. on the switches are depressed by the actuator and there is NOTE: If trip rod length is excessive,loosen the locking no continuity between the COM and NO terminals on the screw and remove the trip rod from the trip lever. Using switches. pliers,break off the one(1)inch long notched section(see 8. Tighten the adjustment screws and mounting hardware Fig.9).Reinstall trip rod and repeat Step 3 procedure. securely(minimum 20 in-lbs). Check to insure that the rod 4. Mark the valve stem at the center of the trip rod. moves out of the groove easily and that the switches activate within two turns when the valve is operated from the FULL 5. Remove the OSYSU.Utilizing a 3/8"or%"diameter straight OPEN towards the CLOSED position. file,file a 1/8"minimum depth groove centered on the mark 9. Reinstall the cover and tighten the cover screws to 15 in-lbs on the valve stem.Deburr and smooth the edges of the minimum to properly seal the enclosure. groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the A CAUTION valve is operated. NOTE:A groove depth of up to approximately 3/16"can Close the valve fully to determine that the stem threads do not make it easier to install the OSYSU so that it does not restore activate the switch. The switch being activated by the stem threads could result in a.jalse valve open indication. Potter Electric Signal Company, LLC • St Louis,MO • Tech Support: 866-956-0988/Customer Service: 866-572-3005 • www.pottersignal.coni 5401525-REV D • 1/15 PAGE 4 OF 6 OSYSU Series @POTTER Outside Screw and Yoke Vglu The Symbol of Protection Supervisory Switch Fig 6 Small Valve Installation - 1/2" Through 2 1/2" Sizes UU t. o Slotted mounting holes and micro-adjustment feature may be used for fine adjustment of switch assembly to mounting bracket. Re-tighten screws to 20 in-lbs minimum. Small Valve Installation make it easier to install the OSYSU so that it does not restore as it rolls over by the threads of the valve stem. NOTE:If the valve stem is pre-grooved at 1/8"minimum 7. Mount the OSYSU on the valve yoke with the spring loaded depth;proceed to step 7. trip rod of the OSYSU pulled against the valve stem and 1. Remove and discard"E"ring and roller from the trip rod. centered in the groove of the stein.If possible,position the 2. With the valve in the FULL OPEN position,locate the OSYSU with the flat side of the bracket toward the hand OSYSU across the valve yoke as far from the valve gland wheel,as shown in Fig.6,to help avoid creating a pinch so that the spring loaded trip rod of the OSYSU is pulled point between the wheel and OSYSU.When in this preferred against the non threaded portion of the valve stem.Position mounting position,it is usually best to use the white indicator the OSYSU with the bracket near the handwheel as shown in visible through the window,as illustrated in Fig.3,to aid in Fig.6 if possible to avoid creating a pinch point between the initially locating the OSYSU in the correct position on the wheel and the OSYSU. yoke.If the unit must be installed inverted with the white indicator no longer easily visible,use the visual indicators 3. Loosen the locking screw that holds the trip rod in place and of the actuator buttons on the micro-switches,as illustrated adjust the trod length(see Fig.5). When adjusted properly, in Fig. 1,or the trip rod alignment mark on the bracket,as the rod should extend past the valve screw,but not so far illustrated in Fig.2,to aid in initially locating the OSYSU. that it contacts the clamp bar. Tighten the locking screw to 5 in-lbs minimum to hold the trip rod in place and properly 8. Final adjustment can be made by slightly loosening the two seal the enclosure. screws on the bracket and using the fine adjustment feature (see Fig.5).The adjustment is correct when the plungers NOTE: If trip rod length is excessive,loosen the locking on the switches are depressed by the actuator and there is screw and remove the trip rod fi•om the trip lever.Using no continuity between the COM and NO terminals on the pliers,break off the one(1)inch long notched section(see switches. Fig.9). Reinstall trip rod and repeat Step 3 procedure. 9. Tighten the adjustment screws and all mounting hardware 4. Muwll the OSYSU loosely W lull[Ile LAll loge bolts alld Llaillp securely(20 in-lbs minimum). Check to insure that the rod bar supplied. On valves with limited clearance use J-hooks moves out of the groove easily and that the switches activate supplied instead of the carriage bolts and clamp bar to mount within two turns when the valve is operated from the FULL the OSYSU. OPEN towards the CLOSED position. 5. Mark the valve stem at the center of the trip rod. 10. Reinstall the cover and tighten the cover screws to 15 in-lbs 6. Remove the OSYSU.Utilizing a 3/16"or 1/4"diameter minimum to properly seal the enclosure. straight file,file a 1/8"minimum depth groove centered on the mark on the valve stem.Deburr and smooth the edges A CAUTION of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as Close the valve filly to determine that the stem threads do not the valve is operated. activate the switch. The switch being activated by the stem threads NOTE:A groove depth of up to approximately 3/16"can could result in a alse valve open indication. Potter Electric Signal Company,LLC • St Louis,MO • Tech Support: 866-956-0988/Customer Service: 866-572-3005 • www.potters ignal com 5401525-REV D • 1115 PAGE 3 OF 6 0 SIDEWINDEW' FOR WOOD Horizontal ApplicationO Application Product Featuress Not less than 2"nominal width •No pre-drilling required. (1-1/2")up to 3-112"pipe;not less than 3"(2-112")nominal width 4"&5"pipe •Quick to install using the Sammy ♦� Floor Joist Nut Driver with an 18V cordless Minimum 2-1/2"from bottom for drill/driver. branch lines Minimum 3"from bot- tom for main lines.Exception:This •Saves time from traditional requirement shall not apply to 2"or methods. thicker nailing strips resting on top of steel beams. •Reduces installation costs. Manufactured in the U.S.A. :r w a video Jemuu•,ins' www.itwbulibertom i Approvals Rod Part Screw Ultimate ILL Test •52zt Number Model ,_ • QtY HORIZONTAL • 1/4" 8019957 SWG 200 1/4 x 2" 1725 (Fir) 25 125 Q 318" 8020957 SWG 10 114 x 1" 622(Fir) 300 25 125 Q. 3/8" 8021957 SWG 20 1/4 x 2" 1725(Fir) 1050 25 125 Q. 318" 8073925 SWG 20-SS 1/4 x 2" 1725(Fir) 850 25 125 O 3/8"• 8022925 SWG 25-380 3/8 x 2-1/2" 2249(Fir) 1500 25 125 #14 SW Red 318" 8023925 SWG 30 114 x 3" 1884(Fir) 25 125 Nut Driver Part#8114910 •Mey require pre-drilling;consult joist manufacturer. SAMMYS SWIVEL HEAD Tm FOR I • I Swivel Application Application Product Features • a m •Eliminates distortion of threaded rod. •Accommodates up to 3%"x 12 pitch roof. •Allows 17'deflection from vertical. wr•w—+ '� •Saves time from traditional methods. •Reduces installation costs. , w s 1 wUAMJr Manufactured in the USA • Approvals Rod Part Mel Screw Ultimate UL Test Load FM Test Min Box Case MOUNTSize Number Descriptions Pullout fibs) (lbs) Load(lbs) Thickness Qty Oty VEL #14 Black STNut Driver 3/8" 8139957 SH-GST 20 1/4 x 2" 1257(Fir) 1050 1475 25 125 Part#8113910 1903 Dim.Lumber °i 00 318"' 8269957 SH-GST/CST 20 5118 x 1-3/4" 1406 @ 45°off vertical 850 45° 25 125 Dim.Lumber 903 Dim Lumber 1/2" 8303957 SH-GST/CST 2.0 5/16 x 1-3/4" 1406 @ 45°off vertical 25 125 Dim.Lumber May require pre-dulling;consult joist manufacturer. #14 SH Orange • Nut Driver Part#8273910 • • :10 "• 1 i f �� �� v f TOLCOT' Seismic Bracing Fig. 4L - Longitudinal "In-Line" Sway Brace Attachment O Size Range: 2" (50mm)through 8" (200mm) IPS. ®TOLCO C tIL FM LISTED Material: Steel Set Screw&Hardware Function: For bracing pipe against sway and seismic disturbance. Included Approvals: Underwriters Laboratories Listed in the USA(UL)and Canada(cUL)21/2" (65mm)through 8" (200mm) pipe.Approved by Factory Mutual Engineering(FM),2" (50mm)through 8" (200mm)pipe. Installation Instructions: Fig.4L is the"braced pipe" attachment component of a longitudinal sway brace assembly. It is intended to be D A combined with the 'bracing pipe and TOLCO structural attachment �- component to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. U To Install: Place the Fig.4L over the pipe to be braced and tighten m bolts.Then engage"bracing pipe" into jaw opening and tighten set screw c u until head snaps off.Jaw attachment can pivot for adjustment to proper E brace angle. ' rn Finish: Plain. Contact B-Line for alternative finishes and materials. Order By: Figure number, pipe size and finish. ;. 2 i `` Longitudinal �`. ,, �� Brace 4-Way Riser Brace lip 111 (plan view) P! L � Pipe Max.Rec.Load *Max.Design Load Approx. Part Size A C 1 Bo 11 i 4�2 2" (50) 53/8" (136.5) 21/16" (52.4) 21/16" (52.4) 1/2"-13 2015 (8.96) I -- ( ) 247 11111 (112.0) 4L-21/2 2112" (65) 67/16" (163.5) 21/2" (63.5) 23/4" (69.8) 1/2"-13 2015 (8.96) 3000 (13.34) 253 (114.7) 4L-3 3" (80) 7" (177.8) 23/4"• (69.8) 31/16" (77.8) 1/2"-13 2015 (8.96) 1550 (6.89) 268 (121.5) 4L-4 4" (100) 81/2" (215.9) 33/8" (85.7) 311/16" (93.7) 1/2"-13 2015 (8.96) 1550 (6.89) 348 (157.8) 4L-5 5" (125) 93/4" (247.6) 3/8" (98.4) 43/8" (111.1) 1/2"-13 2015 (8.96) 1450 (6.45) 380 (172.3) 4L-6 6" (150) 111/2" (292.1) 5" (127.o) 51/6" (130.2) 1/2"-13 2015 (8.96) 1450 (6.45) 640 (290.3) 4L-8 8" (200) 131/4" (336.5) 55/8" (142.8) 55/8" (142.9) 1/2"-13 2015 (8.96) 1 1450 (6.45) 728 (330.2) ' Design Part Size (cULuc) 1 '1 4 1 The loads listed are axial loads on the No. kN brace.The horizontal load capacity, H,of 4L-2 2' (50) 2015(8.96) -- -- -- -- the brace is: H=F x sin?,where ?the 4L-21/2 21/2" (65) 2015(8.96) 1030(4.58) 1180(5.24) 1420(6.31) 1590(7.07) installation angle measured from the vertical. FM approved when used with 1" 4L-3 3" (80) 2015(8.96) 1030(4.58) 1180(524) 1420(6.31) 1590(7.07) 11/4", 1112"or 2" Sch.40 brace pipe. 4L4 4" (100) 2015(8.96) 530(2.36) 730(3,25) 890(3.96) 990(4.40) 4L-5 5" (125) 2015( .96) 530(2.36) 730(3.25) 890(3.96) 990(4. 4L-6 6' (150) 2015(8.96) 530(2.36) 730(3,25) 890(3.96) 990(4.40) 4L-8 8" (2o0) 2015(8.96) 490(2.18) 1 680(3.02) 830(3.69) 930(4.13) Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line,except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Pipe Hangers&Supports 170 by rt-N TOLCOTM Seismic Bracing Fig.4LA- Longitudinal "In-Line"Sway Brace Attachment I'N Size Range: 1" (25mm)through 12"(300mm)IPS. ®TOLCU ..,...,, Material: Steel Function: For bracing pipe against sway and seismic disturbance. Approvals: Approved by Factory Mutual Engineering(FM), 1" (25mm)through 12"(300mm)pipe. , Installation Instructions: Fig.4LA can be used as the system attachment component of a longitudinal or lateral brace assembly. It is intended to be h p combined with the "bracing member"and TOLCO transitional attachment T A and structural attachment to form a complete bracing assembly. For fire I sprinkler applications NFPA 13 guidelines should be followed. c To Install: Place the Fig.4LA pipe clamp component over the pipe to be `M 1 W braced and tighten down the break-off nuts until the hex head portion breaks off to verify correct installation torque. Next engage brace member(pipe or 4LA-1 thru 4LA-4 2. strut) with jaw component and tighten break-off head bolt 0 until the hex head breaks off to verify correct installation torque. Pivot jaw for correct angle and attach to structure using TOLCO brand transitional attachment and structural attachment. Finish: Plain or Electro-Galvanized.Contact B-Line _ for alternative finishes and materials. Order By: Figure number, pipe size and finish. Y!` D A 4y j t ,. C 4LA-5 thru 4LA-12 Pipe pp Part Size A C I :o II 4LA-1 1" (25) 319/32" 11 (91.2) 15/16" (33.5) 15/16" (33.5) 3/8"-16 119 (54.0) 4LA-11/4 11/4" (32) 329/32" (99.3) 13/s" i (35.3) 13/8" (35.3) 3/8"-16 123 (55.8 4LA-1 1/2 11/2" (40) 45/32" (105.7) 1112" (38.5) 11/2"' (38.5) 3/8"-16 127 (57.6) 4LA-2 2" (50) 511/32" (135.6) 21/32" (51.9) 21/16" (51.9) 3/8"-16 142 (64.4) 4LA-21/2 2112" (65) 527/32" (148.7) 25/16" (58.5) 25/16" (58.5) 3/8"-16 173 (78.5) 4LA-3 3" (80) 61/2" (164.9) 25/8" (66.6) 25/8" (66.6) 3/8" 16 187 (84.8) 4LA-31/2 31/2" (9o) 7.407" (188.1) 27/8" (73.1) 27/8" (73.1) 3/8"-16 198 (89.8) 4LA-4 4" (100) 713/32" (190.8) 31/8" (79.5) 31/8" (79.5) 3/8"-16 009 (94.8) 4LA-5 5" (125) 83/4" (222.3) 35/8" (92.1) 35/8" (92.1) 112"-13 298 (135.2) 4LA-6 6" (150) 105/8" 1(269.9) 49/16" (115.9) P/16" (115.9) 1/2"-13 521 (236.3) 4LA-8 8" (200) 1213/16" (325.5) 5g/16" (143.7) 521/32" (143.7) 1/2"-13 629 (285.3) 4LA-10 10" (250) 161/2" (419.1) 1 71/4" i(184.2) 71/4" (184.2) 1/2"-13 1320 (598.7) 4LA-12 12" (300) 181/2" (469.9) 1 81/4" (209.6) 1 81/4" (209.6) 112"-13 1496 (678.6) Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line,except that, in addition to the other exclusions from B-Line's warranty,Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. ■ All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line by E:t•N 171 Pipe Hangers&Supports t I I TOLCO-- Seismic Bracing Fig.4LA- Longitudinal "In-Line"Sway Brace Attachment Cont. ®TOLCO FM O�' Longitudinal Lateral © Brace Brace u E Longitudinal N LoadsDesign Load Max.Rec.Part y N p' Size 30'-44' '' 61 91' Load 4LA-1 V. (25) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1000 (4.45) 4LA-11/t 11/4" (32) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1000 (4.45) 41A-1 /2 11/2" (40) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1000 (4.45) 4LA-2 2" (50) 1 680 (3.02) 860 (3,82) 1030 (4.58) 1150 (5.11) 1000 (4,45) 4LA-2A 21/2" (65) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1000 (4.45) 4U-3 3" (801 680 (3.02) 970 4.31 1190 (5.29) 1320 (5.87) 1000 (4.45) 4L"36 31/2" (90) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1000 (4.45) 4LA-4 4" (1001 680 (3.021 970 (4.31) 1190 (5.291 1320_ 5.87) 1000 (4,4 4LA-5 5" (125) - - - - - 1600 (7.11) 4LA-6 6" (150) 1620 .20) 2,260 (10.05) 2010 (8.94) 2220 9.87) 1600 (7,11) 8" (200) 1620 (7.20) 1,660 (7.38) 1570 (6.98) 1740 (7.74) 2015 (8.96) (250) 1620 (7.20) 1,660 (7.38) 1570 (6.98) 1740 (7.74) 2765 (12.30) 4LA-12 12" (300) 1620 (7.20) 1,660 (7.38) 1570 (6.98) 1740 (7.74) - Lateral Loads FM Max.Design Load Max.Rec. Part Pipe Size I' '' 61 'I' Load 4LA-1 1.1 (25) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1000 (4.45) 4LA-11/4 11/4" (32) 680 (3,02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1000 (4,45) iUlA V/2 11/2" (40) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1000 (4.45) 4LA-2 2" (50) 680 (3,02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1000 (4.45) "2y4 21/2" (65) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1000 (4.45) MA-3 _ 3" (80) 680 (3.02) 970 (4.31) 1190 ' 5.29) 1320 (5.87) 1000 (4.45) 4LA-3.Ni 31/2" (90) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1000 (4.45) 4LA-4 4" (1001 680 (3.02) 970 (4.31) 1190 5.29 1320 (5.871 1000 (4.45) 4LA-5 5" (125) - - _ - 1600 (7.11) 4LA-6 6" ' (150) 1620 (7.20) 2,300 (10,23) 2820 (12.54 3140 (13.96) 1600 (7.11) 4LA-8 8" (200) 1620 (7.20) 2,300 (10.23) 2820 (12.54) 3140 (13.96) 2015 (8.96) 4LA-10 10" (250) 1620 J (7.20) 2,300 (10.23) 2820 (12,54) 3140 (13.96) 2765 (12.30) 4LA-12 12" (300) 1620 1 (7.20) 2,300 (10.23) 2820 (12.54) 1 3140 (13.96) Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly.B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line,except that,in addition to the other exclusions from B-Line's warranty,Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. Pipe Hangers&Supports 172 B-Line by E;T-N I I TOLBraceTM Seismic Bracing Calculations Contractor: umi Project Address: CEDAR POINT _ Address: E:T•N 3905 172ND NE Phone: Powerir+p9esinesslNwldwlde ARLINGTON ,WA 98223 License: Job# Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length TO"(2.134 m) TOLCOT"" Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 Fig. 1001 Clamp 2015 Ibs(914 kg) 1745 Ibs(792 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1745 Ibs(792 kg) Type of Brace Sch.40 See Fastener Information Angle of Brace 60'Min. 'Calculation Based on CONCENTRIC Loading "Please Note:These calculations are for TOLCOTM components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"S11 mm) LIR Value 200 Seismic Brace Assembly Detail Max Horizontal Load 1604 Ibs(728 kg) TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information STEEL PIPE o21 Orientation to Connecting Surface NFPA Type F Fastener Type 2 X BOLTS s Diameter 1/2" Length 3 1/2" TOLCO FIG. 1001 Maximum Load 600 Ibs(272 kg) FAST CLAMP Brace Identification on Plans 4"LATERAL Prying Factor Brace Type Lateral[X] Longitudinal 4-Way[ ] Sprinkler System Load Calculation (Fpw=CpWp) C = 0.5298 Diameter Type Length Tota WE �' t P Yn h t`�;�pllanC&tal Weight 4"(100 mm) Sch.10 20 ft(6.1 m) 20 ft(6.1 m) 111.78 lb/ft(17.53 kg/m) 1236 Ibs(107 kg) AIgnalure Decs"r`v Building Plan Review By SAFEBuilt Subtotal Weight 236 Ibs(107 kg) Wp(incl. 15%) 271 Ibs(123 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 144 Ibs(65 kg) a" scn.lo 20 Maximum Fpw per 9.3.5.5.2(if applicable) 1635 lb(741 kg) (TOLBraceI"Version 8) Use of TOLBrace'"Is subject to terms and conditions per the end user license agreemelitZeceived APR 24 2019 116LIo 3 IVL�IA�.0 JCI,111111. �.QI{.I.IIA�IVttJ CEDAR POINT Job# 3905 172ND NE F.TeN Powering atoness Worldwide Brace Identification 4" LATERAL Brace Type(Per NFPA#13) NFPA Type F Braced Pipe(ft) 4"Sch.10 Steel Pipe Spacing of Brace 20'0" (6.1 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60' Type of Fastener 2 X BOLTS Length of Fastener 3 1/2" Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 120 ft(6.1 m) frrrrrrrrrrrrr�rrrrrr�rrrrrrr� WASMIMOT01M STATE CSRTIMIOAT!0s CON►STEMCT a PINK PROTECTION srtlaucLalt SrSTtYS Chi Bwnerd Klein I i 8616-0108-C L Unftlb • i UNLIMMI t � t � . I ssSw� O 1Z/31119 \rrrrr�rrrrrrrrrrrrrrr�r r��r� G-Factor Used 0.5298 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 144 Ibs(65 kg) Material Capacity 1604 Ibs(728 kg) Fastener Capacity 600 Ibs(272 kg) Fig. 1001 Clamp 1745 Ibs(792 kg) Fig.980 Universal Swivel 1745 Ibs(792 kg) Structural Member DUAL 1/2"THROUGH BOLTS USING FIG 906 ATTACHED TO 4"WOOD N Calculations prepared by CBK "The description of the Structural Member is for informational purposes only. TOLBraceT"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBraceT"8 visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: umi Project Address: CEDAR POINT Address: FMT*N 3905 172ND NE Phone: Powering9askressworkhwe ARLINGTON , WA 98223 License: Job# Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length TO"(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 Fig.4LA Clamp 1000 Ibs(454 kg) 866 Ibs(393 kg) Type of Brace Sch.40 Fig.980 Universal Swivel 2015 Ibs(914 kg) 1745 Ibs(792 kg) See Fastener Information Angle of Brace 60•Min. Calculation Based on CONCENTRIC Loading — "Please Note:These calculations are for TOLCOT"components only.Use of any Least Red.of Gyration 0.42"(11 mm) other components voids these calculations and the listing of the assembly. L/R Value 200 Seismic Brace Assembly Detail Max Horizontal Load 1604 Ibs(728 kg) vim•nu nvr t •ua•n�cwun G t� Fastener Information Orientation to Connecting Surface NFPA Type_F Fastener •"s•� +�f Type 2 X BOLTS Diameter 1/2° Length 3 1/2" U Maximum Load 600 Ibs(272 kg) Prying Factor Brace Identification on Plans 4"LONGITUDINAL Brace Type Lateral[ ] Longitudinal[XI 4-Way[ ] Sprinkler System Load Calculation (Fpw=CpWp) co= 0.5298 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Sch. 10 40 ft(12.2 m) 40 ft(12.2 m) 11.78 lb/ft(17.53 kg/m) 1471 Ibs(214 kg) Subtotal Weight 1471 Ibs(214 kg) Wp(incl. 15%) 542 Ibs(246 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 287 Ibs(130 kg) a•' Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) N/A (TOLBrace'"Version 81 Use of TOLBrace'"is subject to terms and conditions per the end user license agreement iuLrsrace'- moeismic %.41cu1at1U1150 CEDAR POINT Job# 3905 172ND NE E_TON Pbwerynp Busyness Worfdnrde Brace Identification 4" LONGITUDINAL Brace Type(Per NFPA#13) NFPA Type F Braced Pipe(ft) 4" Sch.10 Steel Pipe Spacing of Brace 40'0" (12.19 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60' Type of Fastener 2 X BOLTS Length of Fastener 3 1/2" Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 40 ft(12.2 m) �rrrr�rrrr�rrr�rrrrrr-rrrr���� WAsull"Ton STATE OUKTWICATS OF COMPETNwaY a Flag PROTECTION WMNMUAK SYSTEMS Chnsffan Senwd Klan W6.0108-C L Unlimited # A/ i UNLIMMI M—rr rrrrll G-Factor Used 0.5298 Allowance for Heads and Fittinqs 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 287 Ibs(130 kg) Material Capacity 1604 Ibs(728 kg) Fastener Capacity 600 Ibs(272 kg) Fig.4LA Clamp 866 Ibs(393 kg) Fig.980 Universal Swivel 1745 Ibs(792 kg) Structural Member DUAL 1/2"THROUGH BOLTS USING FIG 906 ATTACHED TO 4"WOOD I\ Calculations prepared by CBK "The description of the Structural Member is for informational purposes only. TOLBrace"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBracel 8 Visit us at www.tolco.com 3/20/2019 RE:[External]-Water Model From: Ryan Morrison<RMorrison@arlingtonwa.gov> To: christianswab@aol.com <christianswab@aol.com>; craigbell89@gmail.com <craigbell89@gm ail.corn>; info@umifireprotection.com <info@umifireprotection.com> Subject: RE: [External]-Water Model Date: Thu, Nov 8, 2018 11:46 am Christian, The water for Cedar Point development will tie into the main that will be installed in 173rd. The 173rd water main will extend from the City's water system on 43rd Ave NE and extend west to the end of the project limits. It will also extend south from 173rd on the new 40th Ave to 172nd, however, it will not connect to any water on 172nd. The existing water in 172nd is owned by the City of Marysville. The data we have is model output for the main where it currently terminates on 43rd. Currently there is a 12"D.I. main that ends at a hydrant and a blowoff on the east side of 43rd Ave near the northern limit of the Church property. This main has a static pressure of 88.0 psi and a fire flow of 3,200 GPM at a residual pressure of 29.0 psi. Let me know if you need any additional information or would like to discuss in more detail the upcoming improvements in the area. Thank you, Ryan Reviewed for Fire , Cede C®MplianCe Ryan R. Morrison.PE 2 City Engineer ig alurn u' 9 Plan tv 154 W. Cox BY SgFE ki w uilt Arlington,WA 98223 (0)(360)403-3512,(C) (360) 913-1224 r https://mail.aol.com/webmail-std/en-us/PrintMessage 1/2 4 I I I J • ' 1 1 It I 3/20/2019 RE:[External]-Water Model From: christianswab@aol.com<christianswab@aol.com> Sent: Thursday,November 8, 2018 6:29 AM To: Ryan Morrison<RMorrison@arlingtonwa.gov>; craigbe1189@gmail.com; info@umifireprotection.com Subject: [External] -Water Model Ryna Can I get 2 water models for the Cedar Point project. It looks to me that the water main for the project is going to tie in at 172ND ST NE and Future 173ND ST NE Christian B.Klein UMI Phone:210-260-8411 CI11'IS11811S1i'ah�CLflOI.COm https://mail.aol.com/webmail-std/en-us/PrintMessage 2/2 ASCE ASCE 7 Hazards Report AMERICAN SOCIETY OF CIVIL ENGINEERS Address: Standard: ASCE/SEI 7-16 Elevation: 124.36 ft (NAVD 88) No Address at This Risk Category: IV Latitude: 48.152928 Location Soil Class: C -Very Dense Longitude: -122.176334 Soil and Soft Rock • % •..•..• • •• •. . .. • • % •' • • •�•�mokeyPoi& 4e . ROAD Q °° P R.W( I Vle;L I.iY IMps://a sce7hazardtool.online/ Page 1 of 3 Mon Dec 31 2018 Asa, AMERICAN SOCIETY OF CIVIL ENGINEERS Seismic Site Soil Class: C -Very Dense Soil and Soft Rock Results: SD1 0.38 S1 0.38 TL 6 Fa 1.2 PGA : 0.452 Fv 1.5 PGA M : 0.542 SMS 1.279 FPGA 1.2 SM1 0.571 le 1.5 SIDS 0.853 Cv : 1.113 Seismic Design Category D 1,4 MCER Response Spectrum 0 9 Design Response Spectrum OEM 0.8 12 11 07 1 , OfsG • 1-0 • 0.6 0-8 • 0.5 0,6 � 04 • 0.3 " 0.4 02 0.2 0 1 0 — 0 . 0 1 Sa(9)Vs T(S) 4 5 6 7 0 1 Sa(g)VS T( 4 5 G 7 s) 1 2 MCER Vertical Response Spectrum 08 Design Vertical Response Spectrum 1.1 n 7 10 v 09 06 0.8 0 7 0.5 06 e'er 04 9se( 05 �• 04 0.3 •c 03 'e•' ee4ee0000" --a- 02 +••e�-`eeeej 01 �.� 01 •e��seeeeeeee• 0 0.2 0-4 Sa 6 VS 6 1 0 1 2 1 4 16 1 8 2.0 0 02 0.4 Sa 6 vs 8 1-0 1 2 1 4 1 6 1 8 20 Data Accessed: Mon Dec 31 2018 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Tablc 1.5 2. Additional data for site specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. httos:11a&ce7hazardtoo1.online/ Page 2 of 3 Mon Dec 31 2018 Seismic Bracing Fig. 1001 - Sway Brace Attachment ®TOLCO- Size Range: Pipe size to be braced: 1" (25mm)thru 8"(200mm) IPS. C&uS Pipe size used for bracing: 1"(25mm) and 11/4" (32mm) Schedule 40 IPS. Material: Steel LISTED Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features: Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note: Position Fig. 1001 over the pipe to be braced Set Bolts and tighten two hex head cone point set bolts until heads bottom Included out. A minimum of 1"(25mm) pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals: Underwriters Laboratories Listed in the USA(UL) and Canada (cUL). For FM Approval information refer to page 71. Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1"(25mm) or 11/4"(32mm)), and finish. �. Important Note: Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly.To ensure,;, L performance, the UL Listing requires that Fig. 1001 must be used only with other TOLCO bracing products. `! Pipe Part Number&Approx.Wt./100 Design Load-Lbs. Size 1"(24mm)Brace Pipe 11/4"(32mm)Brace Pipe For Brace Pipe Size 1"/11/4" Sch.7 Sch.10 Sch.40 in. (mm) Lbs. (kg) Lbs. (kg) 1"/11/4" 1"/11/4" 1"/11/4" 1" (25) 1001-1 X 1 100.0 (45.3) 1001-1 X 11/4 118.0 (53.5) /- 1000/1000 1000/1000 11/4" (32) 1001-11/4 X 1 100.0 (45.3) 1001-11/4 X 11/4 114.0 (51.7) 1000/1000 1000/1000 1000/1000 11/2" (40) 1001-11/2 X 1 100.0 (45.3) 1001-11/2 X 11/4 115.0 (52.1) 1000/1000 1500/1500 1500/1500 2" (50) 1001-2 X 1 108.0 (49.0) 1001-2 X 11/4 121.0 (54.8) 1000/1000 2015/2015 2015/2015 21/2 (65) 1001-21/2 X 1 138.6 (62.8) 1001-21/2 X 11/4 160.4 (72.7) 1600/1600 2015/2765 2015/2765 3" (80) 1001-3 X 1 147.2 (66.7) 1001-3 X 11/4 168.7 (76,5) 1600/1600 2015/2765 2015/2765 4" (100) 1001-4 X 1 160.9 (73.0) 1001-4 X 11/4 182.4 (82.7) 1600/1600 2015/2765 2015/2765 6" (150) 1001-6 X 1 190.0 (86.2) 1001-6 X 11/4 211.4 (95.9) 1600/1600 2015/2765 2015/2765 8" (200) 1001-8 X 1 217.4 (98.6) 1001-8 X 11/4 238.8 (108.3) 1600/1600 2015/2765 2015/2765 �1 X ( �\ LJ All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Revised51912014 70 Fire Protection Solutions by IT-N I Srr rrrrrrrrr�r rrrrr�rrrrrrr7 WASHIIIiITCM STATE t "IRSIVICATE tlF COMPETENCY t FI E PROTECTION XPRINKLEA STSTEYS Christian Bema d;Clem t 6516.010g-C L 011i,I r Uni meted M Ij n,� 1 UNUfAhAI063tA6,/1 , tv�l t �( r Exp* f signature 12:31119 � ii rrrrrrrrrrrrr rrrr-rr-r-..rr.r�i Fire Protection by Computer Design UMI PO BOX 1457 MARYSVILLE, WA 98270 Job Name CEDAR POINT ROOF WEST AREA 2 Reviewea for (Fire Code Comp once Building 1 Location ARLINGTON, WA System 1 Contract 1 Data File CEDAR POINT ROOF WEST AREA 2.\/VX —ate O U d i By SAFEBUilt Computer Programs by Hydratec Inc. Revision: 50.52.1 .,. I y. y :+� UMI Page 1 CEDAR POINT ROOF WEST AREA 2 Date 3-21-19 Hyd�aulic Desi�tn Info mnation Sheet Name - CEDAR POINT Date - 3-21-19 Location - ARLINGTON, WA Building - 1 System No. - 1 Contractor - UMI Contract No. - 1 Calculated By - CBK Drawing No. - FP9 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - VARIES Occupancy - NFPA 13 S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 9 HEADS System Type Sprinkler/Nozzle Density - .10 ( ) Wet Make TYCO D Area Per Sprinkler - 100 (x) Dry Model ATTIC E Elevation at Highest Outlet - 45 ( ) Deluge Size 3/4 - 1/2 S Hose Allowance - Inside - 50 ( ) Preaction K-Factor 8.0 - 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 G Hose Allowance - Outside - 50 N Note Calculation Flow Required - 419.021 Press Required - 61.171 Summary C-Factor Used: 100 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 11-8-18 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 88 @ Press - R Residual Press - 29 Elev. - Well Flow - 3200 Proof Flow S Elevation - 0 U P Location - SITE WATER MODEL P L Source of Information - CITY OF ARLINGTON Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled o Palletized Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: J Computer Programs by Hydratec Inc. Revision: 50.52.1 I I I rn r N Lo N r N • N M �O� O� O '00) C,4— r (j a) M CDr N • d � � a u, m 3 cn--E a m cliao o 0EEEE C.0 m N T O N m yp on T>.v>1 w cn co U) N W �rNN OM m mmoomo A E a� 0 N U 0 O M ` N Lq O co O N O O N � (O -o T T LO Ct) / OR cu E OO C 0) N z d O J E L.L O U / o O C N O O NCD O M Q OOON r W OONM Q Nco . O 7 O C) w a) 3 � o U) "_ � Nam o. LL � -- O n- m� 0:3 C) mCNw o Q a� C) O mrNN (n a �UUU L < Y o 0 Q M N 0 0 C) C) C)� Itr O O O O O O C)� i 3 o OD2 $ § � . R o 4 / \ te /n ° 7 %f � o 8& � (D o a) c2 » » 4 & » % Q to f G 2 » Q r22 0 22 � �QG o » R » n = R § o c r CN = g / / / o n - L 2 e $ / $ '§ ) n n - LO / / k § \ § Q � �U J * � \ 7 ££ U C4 » = n � 'q _ Mr- U K 2 E f A k E o = § 'E = mf ƒ ( a eeN0 0 0o $ } \ 2 \ _ »= m 0 0 = e / = (D _ ® or � ) o (N = ] �\ EQ § o # Cl) L ) f C0 gym § ® o = oCN (D � 0 0 = ® ° l \ \ co a o 20N LO2 k� ° m _ .� ) )a 2 \ \ \ E/ \ fa � o c o -[ t f u = cn ± 7 � § 2m § \ \ k & w C. � U- o\ nk / LL \ \ / w cu < / f555 -0 ƒ % % f $ \ 7 < ! o ) Inc— \ ° W 2 $ r -'2 £ % cu L W 22 -0 § o0m k � = => �� �UE t �O CD � \ �) � k � @ �2 ® M /�� / 2 222 m 2% A2 / a 0 { 2 } � i \iii/ / 7 � : �/ Cg < \ D 6 = k 10 o gy ■ �� - E Ezu- zo E e % x \ E < ) m f\ � 72kf\�kLL 2E § / E� i 'E \ 2 . L= Q % d \ Pressure / Flow Summary - STANC.,_�RD UMI Page 4 CEDAR POINT ROOF WEST AREA 2 Date 3-21-19 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. T1 45.0 23.46 na 12 45.0 23.14 na S10 45.0 8 22.5 na 37.95 0.1 100 22.5 S11 45.0 8 22.5 na 37.95 0.1 100 22.5 S12 45.0 8 22.5 na 37.95 0.1 100 22.5 S13 45.0 8 22.5 na 37.95 0.1 100 22.5 S14 45.0 8 22.52 na 37.96 0.1 100 22.5 S15 45.0 8 22.54 na 37.99 0.1 100 22.5 S16 45.0 8 22.59 na 38.03 0.1 100 22.5 X2 45.0 22.65 na X1 45.0 24.3 na TPD4 37.167 28.89 na DPT4 30.0 34.52 na 50.0 FC43 24.0 37.31 na H43 22.5 38.01 na FC42 15.0 41.49 na H42 15.0 41.53 na BS4 7.833 44.81 na S17 45.0 5.6 22.61 na 26.63 0.1 100 20.0 S18 45.0 5.6 22.61 na 26.63 0.i 100 20.0 XSP1 8.667 50.58 na SPT1 8.667 49.95 na SPT2 8.667 49.31 na SPT3 8.667 48.63 na SPT4 8.667 47.75 na TSP 8.667 50.77 na BSP 3.75 54.14 na SPIG 1.0 58.05 na UG1 -5.0 60.74 na CITY -5.0 61.17 na 50.0 The maximum velocity is 8.31 and it occurs in the pipe between nodes DPT4 and FC43 Computer Programs by Hydratec Inc. Revision: 50.52.1 tqCL? Fire & Building Products rapid response'" HOME FIRE SPRINKLER SYSTEM Technical Services: Tel: (800)381-9312/Fax: (800)791-5500 BlazeMaster CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Description 'Technical Tyco® CPVC Pipe and Fittings pro- Data duced by Tyco Fire & Building Prod- ucts (TFBP) are designed exclusively Sizes for use in wet pipe automatic fire sprin- 3/4"to 3" kler systems. The Tyco CPVC Pipe Maximum Working Pressure ` and Fittings are produced from Blaze- 175 psi Master® CPVC compound that is a specially developed thermoplastic Approvals compound composed of post chlorin- UL, FM, C-UL, NSF, LPCB, MEA, and ated polyvinyl chloride (CPVC) resin the City of Los Angeles. (Refer to (n- and state of the art additives. Tyco stallation Handbook IH-1900 dated CPVC Pipe and Fittings are easier to June 2008 for exact listing/approval install than traditional steel pipe sys- information.) tems, and at the same time, provide Manufacture Source superior heat resistance and strength U.S.A. as compared to traditional CPVC and PVC piping materials used in the Material plumbing trade. Various adapters are . Pipe: ASTM F442, SDR 13.5 available to connect CPVC pipe to me- tallic piping. All female pipe thread • Fittings: ASTM F438 (Sch. 40) and adapters have brass inserts for dura- ASTM F439(Sch. 80),ASTM F1970 bility. Grooved adapters connect di- Color rectly to grooved end valves and me- Orange tallic pipe, with flexible grooved end couplings. Tyco® CPVC Pipe and Fittings pro- duced with BlazeMastery CPVC com- pound described herein must be in- stalled and maintained in compliance with this document and with the appli- cable standards of the National Fire Protection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may im- pair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. BlazeMaster®is a registered trademark of The Lubrizol Corporation Page 1 of 2 JUNE, 2008 TFP1915 Page 2 of 2 TFP1915 Installation Limited Tyco® CPVC Pipe and Fittings pro- Warranty duced by Tyco Fire & Building Prod- ucts (TFBP) are to be installed in Products manufactured by Tyco Fire& accordance with Installation Hand- Building Products (TFBP) are war- book IH-1900 dated June 2008. ranted solely to the original Buyer for ten(10)years against defects in mate- Care and rial and workmanship when paid for and properly installed and maintained under normal use and service. This Maintenance warranty will expire ten (10) years from date of shipment by TFBP. No The owner is responsible for the in- warranty is given for products or com- spection, testing, and maintenance of ponents manufactured by companies their fire protection system and de- not affiliated by ownership with TFBP vices in compliance with this docu- or for products and components which ment, as well as with the applicable have been subject to misuse,improper standards of the National Fire Protec- installation, corrosion, or which have tion Association (e.g., NFPA 25), in not been installed, maintained, modi- addition to the standards of any fied or repaired in accordance with ap- authority having jurisdiction. The in- plicable Standards of the National Fire stalling contractor or product manufac- Protection Association, and/or the turer should be contacted relative to standards of any other Authorities any questions. Having Jurisdiction. Materials found Automatic sprinkler systems should be by TFBP to be defective shall be either inspected,tested,and maintained by a repaired or replaced, at TFBP's sole qualified Inspection Service in accord- option. TFBP neither assumes, nor ance with local requirements and/or authorizes any person to assume for it, national codes. any other obligation in connection with the sale of products or parts of prod- ucts.TFBP shall not be responsible for sprinkler system design errors or inac- Before closing a fire protection system curate or incomplete information sup- control valve for inspection ormainte- plied by Buyer or Buyer's repre- nance work on the fire protection sys- sentatives. tem that it controls,permission to shut In no event shall TFBP be liable, in down the affected fire protection sys- contract, tort, strict liability or under tem must first be obtained from the any other legal theory, for incidental, proper authorities and all personnel indirect,special or consequential dam- who may be affected by this action ages, including but not limited to labor must be notified. charges, regardless of whether TFBP was informed about the possibility of After placing a fire protection system such damages, and in no event shall in service, notify the proper authorities TFBP's liability exceed an amount and advise those responsible for moni- equal to the sales price. toring proprietary and/or central sta- tion alarms. 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- ticularpurpose- 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. ©2008 TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue, Lansdale,Pennsylvania 19446 ES-A-C200 C20ON TM Colt Series C200, C20ON Jk A M E S Double Check Valve Assemblies FIRE&WATERWORKS Sizes: 21/2" — 10" (65—250mm) C200 OSY C20ON BFG Features The Colt C200, C20ON Double Check Valve Assemblies are used to prevent backflow of pollutants,that are objectionable but not toxic,from entering the • Extremely Compact Design potable water supply system.The Colt C200, C20ON may be installed under • 70% Lighter than Traditional continuous pressure service and may be subjected to backpressure.The Colt Designs C200, C20ON consists of two independently operating check valves,two shutoff • 304 (Schedule 40) Stainless Steel valves, and four test cocks. For use in non-health hazard applications.The Housing&Sleeve Colt C200, C20ON features Lead Free*construction to comply with Lead Free* • Groove Fittings Allow Integral installation requirements. Pipeline Adjustment Specifications • Patented Tri-Link Check Provides Lowest Pressure Loss The Colt C200, C20ON Double Check Valve Assembly shall consist of two independent Tri-Link Check modules within a single housing,sleeve access • Unmatched Ease of Serviceability port,four test cocks and two drip tight shutoff valves.Tri-Link Checks shall • Available with Grooved Butterfly be removable and serviceable,without the use of special tools.The housing Valve Shutoffs shall be constructed of 304(Schedule 40)stainless steel pipe with groove • Available for Horizontal,Vertical or end connections.Tri-Link checks shall have reversible elastomer discs and N Pattern Installations in operation shall produce drip tight closure against the reverse flow of liquid • Replaceable Check Disc Rubber caused by backpressure or backsiphonage. Lead Free*Double Check Valve Assembly shall be constructed using Lead Free*materials. It shall comply with state codes and standards, where applicable, requiring reduced lead content. Assembly shall be a Colt C200, C20ON as manufactured by the Ames Company. The information contained herein is not intended to replace the full product installation and *The wetted surface of this product safety information available or the experience of a trained product installer.You are re- contacted by consumable water contains quired to thoroughly read all installation instructions and product safety information before less than 0.25%of lead by weight. beginning the installation of this product. Job Name Contractor Job Location Approval Engineer Contractor's P.O.No. Approval Representative Ames Fire&Waterworks product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measurements,please contact Ames Fire&Waterworks Technical Service.Ames Fire&Waterworks reserves the right to change or modify product design,construction,specifications,or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames Fire&Waterworks products previously or subsequently sold. Configurations Available Models • Horizontal Suffix: • Vertical up NRS-non-rising stem resilient seated gate valves • "N" pattern horizontal OSY-UUFM outside stem and yoke, resilient seated gate valves Materials BFG-UUFM grooved gear operated butterfly valves • Housing&Sleeve: 304(Schedule 40)Stainless Steel with tamper switch • Elastomers: EPDM, Silicone and Buna'N' *OSY FxG -Flanged inlet gate connection and grooved • Tri-Link Checks: Noryl®, Stainless Steel outlet gate connection • Check Discs: Reversible Silicone or EPDM *OSY GxF -Grooved inlet gate connection and flanged • Test Cocks: Bronze Body Nickel Plated outlet gate connection • Pins&Fasteners: 300 Series Stainless Steel *OSY GxG -Grooved inlet gate connection and grooved • Springs: Stainless Steel outlet gate connection Available with grooved NRS gate valves -consult factory* Post indicator plate and operating nut available-consult factory* *Consult factory for dimensions Pressure — Temperature Temperature Range: 33°F-140°F(0.5°C-60oC) Dimensions — Weights Maximum Working Pressure: 175psi (12.1 bar) C(open) " J '• D r O C200,C200N _._ _....p....-__._.................... ....._.._._.._._..__ 6 p --- SIZE(ON) DIMENSIONS WEIGH1 A C(OSY) C(NRS) D G H 1 i P C20ONRS C2000SY C20ON NRS C20DN OSY in. mm A mm in. mm In, mm in. mm M. mm M. mm In. mm in, mm in. mm lbs. kgs. Ibs, kgs, lbs. kgs. lbs, kgs, 21/2 65 303/4 781 163/8 416 9% 238 31/2 89 291/16 738 211/2 546 151/2 393 813/m 223 93/is 234 115 52 125 57 123 56 133 60 3 80 313/4 806 187/8 479 101/4 260 311/16 94 301/4 768 221/4 565 171/a 435 93/16 233 101/2 267 131 59 145 66 144 65 158 72 4 100 333/4 857 223/4 578 123/16 310 4 102 33 838 231/2 597 181/2 470 915/m 252 113/16 284 161 73 161 73 184 83 184 83 6 150 431/2 1105 301/s 765 16 406 51/2 140 441/41137 331/4 845 33/16 589 131/e 332 15 381 273 124 295 134 314 142 336 152 8 200 493/4 1264 373/4 959 191/16 506 611/16 170 541/8 1375 401/8 1019 77/16 697 1511/16 399 173/16 437 438 199 480 218 1513 233 555 252 10 250 573/4 1467 453/4 1162 2313/6 605 83/16 208 66 1676 491/2 1257 321/2 826 175/16 440 20 508 721 327 781 354 1891 404 951 431 I ! �. C J I I � 1 i D � ----------------- A •------------ - _. ... H ___- __ _-P C200BFG, C200NBFG SIZE(ON) DIMENSIONS WEIGHT A C D G H I i P C20OBFG C20ONBFG in, mm m, mm in. mm in. mm in, mm in. mm in, mm in. mm in. mm lbs. kgs. lbs. kgs. 21/z 65 273/4 705 8 203 31/2 89 291/8 759 211/2 546 1415/6 379 813/a 223 9 229 56 25 64 29 3 80 281/4 718 85/16 211 V& 94 3011/16 779 221/4 565 151/16 392 93/16 233 91/2 241 54 24 67 30 4 100 29 737 815/16 227 311/16 94 3115/16 811 231/2 597 161/4 412 91/16 252 10 254 61 28 84 38 6 150 1 361/2 927 1 10 254 5 127 1 433/is 1097 1 331/4 845 1 1911/16 500 1 131/16 332 1 101/2 267 1 117 53 1157 71 8 200 1 423/4 1086 1 121/4 311 61/2 165 1 511/16 1297 1 40Ye 1019 1 235/16 592 1 1511/16 399 1 143/16 361 1 261 118 1337 153 Noryl®is a registered trademark of SABIC Innovative PlasticsTN1. P t � Approvals Capacity • Approved by the Foundation for Cross-Connection UVFM Certified Flow Characteristics Control and Hydraulic Research at The University of Flow characteristics collected using butterfly shutoff valves. Southern California(FCCCHR-USC) For additional approval information please contact the factory or Flow capacity chart identifies valve performance based visit our website at www.amesfirewater.com upon rated water velocity up to 25fps • Service Flow is typically determined by a rated velocity of FM 7.5fps based upon schedule 40 pipe. ® C uL U S NS f • Rated Flow identifies maximum continuous duty perfor- O Approved mance determined by AWWA. C US • UL Flow Rate is 150% of Rated Flow and is not recom- 1015 B64.5 (**BFG&OSY Only) mended for continuous duty. • AWWA Manual M22 (Appendix C]recommends that the maximum water velocity in services be not more than 1 Ofps. Horizontal Vertical ------- N -Pattern 2F/"(65mm) 6"(150mm) psi 14 Service Flow Rated Flow *UL Rated Flow psi Service Flow Rated Flow *UL Rated Flow 12 12 N 10 / N H O 10 H J O v G O 8 / // v 0 0 8 / / 6 / .c,.. �U 6 L L 4 — _�' � 4 � 2 IEEF��f, 2 0 0 50 100 150 200 250 300 350 gpm 0 0 190 380 570 760 950 1140 1330 Ipm 0 300 600 900 1200 1500 gpm 7.5 15 fps 0 1140 2280 3420 4560 5700 Ipm 7.5 12 fps 3"(80mm) 8"(200mm) psi psi Service Flow Rated Flow *UL Rated Flow 12 Service Flow Rated Flow *UL Rated Flow 12 10 H v� N o d 8 N W z 18 v 00 -� // v oo �� 6 �� 6 4 W 4 / L 2 fE 2 0 0 0 100 200 300 400 500 gpm 0 500 1000 1500 2000 2500 gpm 0 380 760 1140 1520 1900 Ipm 0 1900 3800 5700 7600 9500 Ipm 7.5 15 fps 7.5 10 fps 4"(100mm) 10"(250mm) psi Service Flow Rated Flow *UL Rated Flow psi Service Flow Rated Flow *UL Rated Flow 24 N 12 20 v o 10 N iL z 16 H o 0 8 V 12 / / H g H a / 4 4 0 2� 0 0 100 200 300 400 500 600 700 800 gpm 0 500 1000 1500 2000 2500 3000 3500 gpm 0 380 760 1 1520 1900 2280 2660 3040 Ipm 0 1900 3800 5700 7600 9500 11400 13300 Ipm 7.5.5 13 fps 7.5 10 fps Inquire with governing authorities for local installation requirements A A M E S FIRE&WATERWORKS A Watts Water Technologies Company USA:Backflow Tel:(978)689-6066•Fax:(978)975-8350•AmesFireWaterxom USA:Control Valves Tel:(713)943-0688•Fax:(713)944-9445•AmesFireWater.com Canada: Tel:(905)332-4090•Fax:(905)332-7068•AmesFlreWatef.ca Latin America: Tel;(52)81-1001-8600•Fax:(52)81-8000-7091 •AmesFireWaterxom ES-A-C200C200N 1503 0 2015 Ames Fire&Waterworks 00,0 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 514 CPVC - COPPER #905 #906 STEEL OFFSET HANGER h t1 SIZE-SYSTEM PIPE: 3/4"thru 2" • MATERIAL-Carbon Steel. FINISH-Mil. Galvanized. LISTING/APPROVAL- Hanger/Restrainer `&8 203-EX 4231,EX 2551 PATENT-No.6,648,278. FUNCTION- Support horizontal piping: CPVC,Copper or Steel. Provides listed vertical/horizontal restraint and prevents upward movement of pipe from pendent sprinkler discharge. Stabilize vertical piping. Hanger/ INSTALLATION- Per these instructions Restrainer Stabilize including NFPA 13, 13R, 13D and CPVC manufacturers instructions. Install on horizontal or vertical mounting surface. Snap over pipe then squeeze strap back allowing pipe to slide freely. When #905 threads are exposed in wood,install#906 backing nut. FASTENERS-UL Listed per NFPA 13 WOOD- CPVC pipe-#905 screw-no pre-drill. Copper and Steel pipe-#14 SMS or 1/4"xl 1/2"lag screw- no pre-drill. Thru 5/8"gypsum board- 1/4"x 2"lag screw. STEEL-min. 18 GA.-CPVC,Copper and Steel pipe- 1/4"or#14 Tek Screw. - CONCRETE:Required minimum load each fastener= 5(wt)+250lbs. 0 0 2 6 FEATURES * 1 1/2"Offset-loose fit allows pipe to slide. *Common center-line for 3/4" and 1". *Offset edge eliminates abrasion. *AFCON#905 screw included-5/16"hex head. ORDERING-Part#and pipe size. AFCON#906 backing nut sold separately. Specific AFCONproducts arc exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners,resulting in a listed sway brace,restrainer or hanger assembly. Be advised the following warranty restriction will apply,DISCLAIMER-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 sha0 NOT be liable under any circumstances whaisoeverfor any direct or indirect,incidental or consequential damages of any kind,including but not limited to loss of business or profit,when non-AFCONproduets have been,orare used, 11/13 00,0 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 650 ALL THREADED ROD 10' - 0' LENGTHS ROD MAX.REC.LOAD LBS. SIZE FOR SERVICE TEMP. 650°F 750°F 1/4 240 215 3/8 610 540 1/2 1130 1010 5/8 1810 1610 3/4 2710 2420 7/8 3770 3360 1 4960 4420 1 1/4 8000 7140 1 1/2 11630 10370 NOTE;maximum Temperature:750°F SIZE- 1/4 thru 1 1/2 inch rod in 10'-0"lengths. MATERIAL-Carbon Steel. FINISH-Plain and E.G., ORDERING-Part#,rod diameter and finish. 12/10 Product Specifications GF Harvel® BlazeMaster°CPVC Fire Sprinkler Pipe Application: Dimensions: Corrosion resistant fire sprinkler pipe, IPS sizes 3/4"through 3", GF Harvel BlazeMaster CPVC fire sprinkler pipe shall be for use in wet automatic fire sprinkler systems.When installed in manufactured to Standard Dimension Ratio(SDR)13,5 accordance with GF Harvel's Installation Instructions,this pipe is dimensions in strict accordance to the requirements of ASTM Listed by Underwriters Laboratories(UL)for use in:Light Hazard F442 for physical dimensions and tolerances. Each production Occupancies as defined in the Standard for installation of run of pipe manufactured in compliance to this standard, shall Sprinkler systems(NFPA 13); Residential Occupancies up to and also meet the test requirements for materials, workmanship, including four stories in height(NFPA 13R); and Residential burst pressure,flattening,and extrusion quality defined in Occupancies as defined in the Standard for Sprinkler Systems in ASTM F442. Furthermore,this pipe shall consistently meet or One and lino Family Dwellings and Mobile Homes(NFPA 13D). exceed the physical performance test requirements of the GF IIarvel BlazeMaster,pipe is UL Listed for use in Return Air appropriate approval/listing agency(s)follow-up procedures V1 Plenums(NFPA 90A),System Risers per NFPA 13 Light Hazard, established for the product. 13R and 13D, Exposed installations, Garages per NFPA 13R,and for use as Underground Fire Service Mains(NFPA 24)when installed in accordance with GF Harvel CPVC Fire Sprinkler Pipe Marking: m Installation Instructions. Product marking shall meet the requirements of ASTM F 442 and ® the Listing agency.Marking shall include:the phrase GF Harvel® Scope: BlazeMaster®(or the manufacturers'trademark when privately labeled);the nominal pipe size; the type of material and material = This specification outlines minimum manufacturing requirements designation code;the SDR series and pressure rating for water U. for Chlorinated Polyvinyl Chloride(CPVC)standard dimension (SDR 13.5; 175 psi @ 150°F);the ASTM designation F 442;the ratio(SDR)13.5 series iron pipe size(IPS)fire sprinkler pressure logo of the Listing and Approval agencies(UL, FM,LPCB, etc.); pipe.Pipe is intended for use in wet automatic fire sprinkler the independent laboratory's seal of approval for potable water systems when installed in accordance with Georg Tischer Harvel usage(NSF-pw);the date and time of manufacture;and the UL LLC CPVC Fire Sprinkler Piping Products Installation Instructions, assigned control number(2N95). GF IIarvel BlazeMaster,pipe carries a maximum working pres- sure of 175 psi @ 150°E Pipe meets or exceeds applicable indus- try standards and requirements as set forth by the American Installation Procedures: Society for Testing and Materials(ASTM),the National Sanitation Foundation(NSF), and Underwriters Laboratories(UL).GF Harvel All installation procedures such as storage and handling,solvent BlazeMaster,fire sprinkler pipe is approved by the Factory Mutual cement joining techniques,pipe support spacing,bracing, Corporation(FM)and the Loss Prevention Certification Board allowance for thermal expansion/contraction,component (LPCB).Refer to current approval guide and installation and assembly techniques, and testing etc.shall be in strict accordance • design manual for installation limitations. with Georg Fischer Harvel LLC Installation Instructions and the UL Listing which includes installation limitations. CPVC Materials: System Components: The material used in the manufacture of the pipe shall be a rigid Fittings used shall be UL Listed CPVC fittings and shall meet or chlorinated polyvinyl chloride(CPVC)compound,'Type IV Grade g g I, with a Cell Classification of 23447 as defined in ASTM D1784. exceed the requirements of ASTM F437(Sch 80 threaded),ASTM The compound and the finished product shall be orange in color, F437(Sch 80 socket), or ASTM F438(Sch 40 socket)as applicable, and shall be approved by the National Sanitation Foundation such as those manufactured by Spears Manufacturing Co,or (NSF)for use with potable water.Material used shall be equivalent.Solvent cements used shall be those referenced in domestically produced BlazeMaster,CPVC material as provided Georg Fischer Harvel LLC Installation instructions(such as by Noveon, Inc.(formerly the BFGoodrich Company). Spears FS-5 or equivalent),which meet or exceed the require- ments of ASTM F656 and ASTM F493, and shall be approved by the National Sanitation Foundation(NSF)for use with potable System Design: water. Socket type joints, sizes 3/4"-3", shall be made up using the One-Step solvent cement joining method.The solvent cement The CPVC sprinkler system shall be hydraulically calculated using joining method chosen shall be applied in strict accordance with a Hazen-Williams C factor of 150, and shall be designed in strict the appropriate procedures as outlined in Georg Fischer Harvel _ accordance with the Standard for hlstallation of Sprinkler LLC Installation Instructions. Systems,NFPA 13 Light Hazard, NFPA 13R,and NFPA 13D as applicable. Maintenance: Maintenance shall be in accordance with the Standard for Inspection,Testing,and Maintenance of Water Based Sprinkler Systems as defined by NFPA 25. ©2012 Georg Fischer Harvel LLC • 300 Kuebler Road, Easton, PA 18040 • 610-252-7355 • Fax: 610-253-4436 • Harvel.corn Product Specifications GF Harvel® BlazeMasteeCPVC Fire Sprinkler Pipe Limitations: •CPVC systems are intended for use at a maximum working •CPVC sprinkler piping may be installed in a plenum space pressure of 175 psi and ambient temperature of 150°F. adjacent to,but not over,openings in the ceiling such as open ventilation grills, and require the use of schedule 80 fittings for •CPVC systems shall employ sprinkler heads having a maximum use on 11/2"and larger pipe sizes.Refer to Installation temperature rating of 225°F or lower,regardless of type. Instructions for additional detail. •CPVC products shall be installed in wet pipe systems only. •Minimum protection when installed"concealed"shall consist of: •Air or compressed gas shall never be used for pressure testing. 3/8"gypsum wallboard or drywall,suspended membrane ceiling panels weighing not less than .35 pounds per square foot, •CPVC sprinkler systems shall be hydrostatically tested for 2 or 1/2"plywood soffits. Minimum protection for NFPA 13R and hours at 200 psi, or 50 psi in excess of the maximum working 13D systems may consist of 1/2"plywood. Tl pressure when the maximum working pressure exceeds 150 psi. _ Lines shall be slowly filled with water and the air bled from the •GF IIarvel B1azeMaster,pipe is Listed for use in exposed highest and farthest sprinkler heads before test pressure is applications with certain limitations.When installed without applied, protection, "exposed"pipe is to be installed beneath smooth, flat, horizontal ceiling construction.Exposed categories include: •Only Teflon®tape or a thread sealant specifically approved for standard coverage and residential pendent and sidewall sprin- J use with GF Harvel CPVC Fire Sprinkler Products shall be used kler applications,light hazard extended coverage and residential in making threaded connections. sprinkler pendent and sidewall sprinkler applications, use in unfinished basements with exposed solid wood joists,light haz-and upright quick response sprinklers, and system risers(in BR 3 •Where freeze protection is required, only glycerin based anti-freeze solutions shall be used and installed in accordance &13D occupancies).Refer to GF Harvel's installation instruc- with 13. not use glycol base anti-Freeze solutions or tions for specific sprinkler head temperature ratings and spacing contamminaina ted glycerin solutions. requirements.The product must be installed in strict accor- •CPVC is not approved for use in combustible concealed spaces dance with NF13A 13, 13D, 13R and GF Harvel's current CPVC where sprinklers are required to protect these areas as defined Fire Sprinkler Piping Products Installation Instructions(HFS-3). by NFPA 13, unless certain specific application sprinklers are .GF Harvel CPVC Fire Sprinkler Products must be installed in _• installed per their listing. Refer to GF Harvel's current accordance with GF Harvel's current installation instructions Installation Instructions for additional information. (HFS-3). GF Harvel CPVC Fire Sprinkler Pipe Dimensions Refer to this document for current listing limitations and SDR 13.5 (ASTM F442) installation requirements. Nominal Average Min. Average Nom.Wt. ASTM STANDARD D1784 MATERIAL CLASSIFICATION Size(in.) O.D. Wall I.D. Lbs.IFt, EQUIVALENTS: • 3/4 1.050 0.078 0.874 0.168 Cell Classification 23447 = CPVC 1 1.315 0.097 1.101 0.262 1)7pe IV Grade I = CPVC 4120 1-114 1.660 0.123 1.394 0.418 1-1l2 1.900 0.141 1.598 0.548 PIPE SIZES SHOWN ARE CB ' UKAS Il]IffJMINi 2 2.315 0.176 2.003 0.859 MANUFACTURED IN STRICT 2-112 2.875 0.213 2.423 1.257 COMPLIANCE WITH ASTM F442 3 3.500 0.259 2.950 1.867 Sample Specification: All CPVC fire sprinkler pipe shall be manufactured from a'Type IV, Grade I Chlorinated Polyvinyl Chloride(CPVC)compound with a Cell Classification of 23447 per ASTM D1784. Pipe shall be manufactured in strict compliance with ASTM F442 to SDR 13.5 dimensions, con- sistently meeting the Quality Assurance test requirements of this standard with regard to material,workmanship,burst pressure,flatten- ing,and extrusion quality. All CPVC fire sprinkler pipe shall be Listed by Underwriters Laboratories for wet pipe systems,and shall carry a rated working pressure of 175 psi @ 150°F. All CPVC fire sprinkler pipe shall be installed in accordance with Georg Fischer Harvel LLC CPVC Fire Sprinkler Piping Products Installation Instructions. National Fire Protection Association(NFPA)Standards 13, 13D,and 13R must be referenced for design and installation requirements in conjunction with the Installation Instructions.All CPVC fire sprinkler pipe shall be manufactured in the USA by an ISO 9001 certified manufacturer and shall be FM and LPCB approved.All CPVC fire sprinkler pipe shall be packaged immediately after its manufacture to prevent damage and shall be stored indoors after production, at the manufacturing site,until shipped from factory.This pipe shall bear the logo of the listing agencies, and shall carry the National Sanitation Foundation(NSF)seal of approval for potable water applications.All CPVC fire sprinkler pipe shall be GF IIarvel® B1azeMaster®pipe as manufactured by Georg Fischer Harvel LLC. ©2012 Georg Fischer Harvel LLC • 300 Kuebler Road, Easton, PA 18040 • 610-252-7355 • Fax: 610-253-4436 • Harvel.com ICRE03 ER ♦ 111 ' ANGLE VALVES 300LB. RATED Fire Department Valves Fire Hose Rack Assembly Valves FEMALE X MALE DOUBLE FEMALE STANDARD EQUIPMENT: Female STANDARD EQUIPMENT: Female NPT inlet and male hose thread NPT inlet and outlet cast brass valve outlet cast brass valve with wheel with wheel handle handle. OPTIONAL FINISHES: PB-Polished Brass Figure No. 5010-5015 RC-Rough Chrome Plated Figure No. 5020-5025 PC-Polished Chrome Plated SPECIFY U/L LISTED THREAD NY BSA/MEA APPROVED 5010 5015 Figure No. 5020 5025 D Size 1 1/2" 2 1/2" D A 211/64 3 3/16 B 2 7/32 3 3/16 C-Closed 6 5/8 9 1/4 —j T, C-O en 7 21/22 11 + - D 3 3/4 5 E 2 7/16 319/32 1 8 F F 213/16 319/32 U/L Listed Yes Yes a E FM Approved Yes Yes NYC Approved Yes Yes 213/16 319/32 ANGLE VALVES 300LB. RATED Fire Department Valves Fire Hose Rack Assembly Valves FEMALE X MALE DOUBLE FEMALE STANDARD EQUIPMENT: Female STANDARD EQUIPMENT: Female NPT inlet and male hose thread NPT inlet and outlet cast brass valve outlet cast brass valve with wheel with wheel handle handle. OPTIONAL FINISHES: c PB-Polished Brass Figure No. 5030-5035 RC-Rough Chrome Plated Figure No. 5040-5045 PC-Polished Chrome Plated SPECIFY U/L LISTED THREAD NY BSA/MEA APPROVED 5030 5035 i p - Figure No. 5040 5045 �_—D f Size 1 1/2" 2 1/2" —' — A 2 9/64 3 5/32 B 217/64 3 3/16 C-Closed 6 1/2 8 3/4 I C-Open 711/16 10 9/16 D 4 1/64 5 1/8 " goo, I E 2 7/10 3 1/2 L 3/8' F 2 3/8 3 3/8 q E U/L Listed Yes Yes Page 5-3 (E) 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 A.. Burglar Alarm PEnvironment: 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 U C 0 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 150OF(-340 to 660C). 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 MBA-6-12 1750070 .12A 85 76 8(200) 12VDC MBA-8-12 1750080 .12A 90 77 10(250) 12VDC MBA-10-12 1750060 .12A 92 78 6(150) 24VDC MBA-6-24 1750100 .06A 87 77 8(200) 24VDC MBA-8-24 1750110 .06A 91 79 10(250) 24VDC MBA-10-24 1750090 .06A 94 80 6(150) 24VAC PBA246 1806024* .17A 91 78 8(200) 24VAC PBA248 1808024* .17A 94 77 10(250) 24VAC PBA2410 1810024* .17A 94 78 6(150) 120VAC PBA1206 1806120* .05A 92 83 8(200) 120VAC PBA1208 1808120* OSA 99 84 10(250) 120VAC PBA12010 1810120* .05A 99 86 All DC bells are polarized and have built-in transient protection *Does not have ULC listing. In outdoor or wet installations,bell must be mounted with weatherproof backbox,BBK-1 or BBX-1.Standard electrical boxes will not provide a weatherproof enclosure.If the bell and/or assembly is exposed to moisture,it may fail or create an electrical hazard. Potter Electric Signal Company, LLC - St. Louis, MO, Phone: 866-572-3005/Canada 888-882-1833 - www.potters ignal.corn PRINTED IN USA MFG#5400776-REV Y-1 PAGE 1 OF 2 01/13 (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 °.. WHITE(IN) WHITE(OUT) tzsol _12\_ o s" \ FROM CONTROL (ZOO ) 6" � � I'M'EL OR (150) ' (7 PRECEDING BELL 1 _`IT_ BCACK II\) "LA"(01 1) CAUTION: WHEN ELECTRICAL.SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN, 2 11/16" 68 ( U W GM 776-I NOTES: I.WHEN USING AC BELTS,l ERM INATE EACH EXTRA WIRE SEPARATELY A FI ER LAST BELL. 2-END-OF-LINE RESISTOR IS NOT REQUIRED ON AC BELLS. "WG#77,3 Weatherproof Backbox Dimensions Inches(mm) Fig.2 EP Box has one threaded 1/2"conduit entrance 0 s 3/1" _ 3 3/8' S" To Next (146) (86) (127) Device or End-of-Line L / Resistor 3 318" 1 5/8" (86) (4 1) 4 I W' (108) Installation D\VGN 77G2 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. 3. Connect wiring(see Fig.3). 0 4. Mount bell mechanism to backbox(bell mechanism must be a^ mounted with the striker pointing down). ° 5. Reinstall the gong(be sure that the gong positioning pin,in the mechanism housing,is in the hole in the gong). 6. Test all bells for proper operation and observe that they can B 3X-1 ti be heard where required(bells must be heard in all areas as designated by the authority having jurisdiction). Failure to install striker down will prevent bell from operating. PRINTED IN USA MFG.#5400776-REV Y-1 PAGE 2 OF 2 01/13 ' BlazeMasterO Submittal ����� ������� "������������ ����� "������ Job or Customer: Date Approved by: Date Order No: ------_-'--- ------ .... .... ....... - _ Date-_-__- Specification: Installation Bate: �� < STANDARDS � "introduction o1784, r*3/ |PEX 8|azeMash�� pipe and fittings are designed specifically for fire sprinkler wa '--'' p43o' systems. They are made from a specialty thermoplastic known chemically as post- chlorinated polyvinyl chloride (CPVC). |PEX B|uzeMastor pipe and fittings provide unique advantages in sprinkler installations including superior hydraulics, ease of 1821 joining, increased hanger spacing in comparison to other thermoplastics and ease 1e87 of assembly. They also are based on a technology with e continuous and proven somioo history of more than 40yaarn. c199p'M Fire Performance B|azeMaster is made with CPVC which offers an even greater fire safety profile than PVC. Like PVC. CPVC will not independently support combustion, and as such U���N will not burn once the flame uouma is removed. CPVC'o ignition resistance is ��� demonstrated by its flash ignition temperature of 9007. CPVC also has a low flame spread. In addition, it provides outstanding smoke characteristics. |n testing conducted to CAN/ULC SI02.2, CPVC showed af|ume 13. 13R spread of less than 15. and osmuke-deve|opod classification of 15. And. like PVC, 13o'e0« CPVC has a fuel contribution of O. AL ��. CdaTnU www .ipexinc.com, wwipeuinc.com V.S.TnU Free:8oO'4e3'ea72~vmww.ipoxmmp,ino.00m mm �n-- �m���m~�� BlazeMaster° Submittal Data Sheet availability Physical & Thermal Properties of BlazeMaster CPVC Description Size (in) Property CPVC ASTM Pipe 3/4 to 3" Specific Gravity 1.55 D792 Fittings IZOD Impact Strength 3.0 D256A Tee (Soc) 3/4" to 3" (ft. lbs./inch, notched) 3/4" to 3' x 3/4' Reducing Tee (Soc) Modulus of Elasticity, @ 73°F, psi 4.23 x 101 D638 3" x 3/4" to 2-1/2' Ultimate Tensile Strength, psi 8,400 D638 I Sprinkler Head Adapter Tee 3/4" to 2" x 3/4" Compressive Strength, psi 9,600 D695 (Soc x Soc x SST FPT) 2" x 1/2" Poisson's Ratio .35 - .38 - Sprinkler Head Adapter Tee 112" x 112" 1 Working Stress @ 73°F, psi 2,000 D1598 (FPT x FPT x Soc) Hazen-Williams C Factor 150 90' Flbow (Soc) 3/41 - 3" Sprinkler head Adapter 90' Elbow 3/4' to 1-1/4" x 1/2" to Coefficient of Linear Expansion in./(in.'F) 3.4 x 10-1 D696 (Soc x SST FPT) 3/4' Thermal Conductivity 45' Elbow (Soc) 3/4" to 3' BTU/hr./ft.'/'F/in. 0.95 C177 Cross (Soc) 3/4' to 2-112' Limiting Oxygen Index 60% D2863 Coupling (Soc) 3/4" to 3" Electrical Conductivity Non Conductor Grooved Adapter Coupling 1-1/4" to 3" (Soc x Groove) Female Adaptor (Soc x SST FPT) 3/4'to 2" Sprinkler Head Adaptor 3/4'to 1-1/4" x 112" to (Soc x SST FPT) 3/4" Sprinkler Head Adaptor 3/4" to 1" x 1/2" (Sp x SST FPT) Reducer Bushing (Spig x Soc) I" to 3' x 3/4" to 2-1/2" Cap (Soc) 3/4" to 3" Union (Soc) 3/4' to 2" One Piece Flange (Soc) 3/4" to 3" At Cda Toll Free:866-473-9462 •wvrw.ipexinc.com U.S.Toll Free:800-463-9572-wvvw.ipexamerica.com NIP0:311C 2 of 9 BlazeMasterO Handling & Installation Procedures Outdoor Installations Pipe sizes 1-1/4" (32 mm) and above IPEX BlazeMaster pipe and fittings are not listed for exposed, shall always receive a second cement outdoor applications. application on the pipe end. (Apply _ cement on the pipe end, in the fitting socket, and on the pipe again.) Only Joining IPEX BlazeMaster Pipe and Fittings with use solvent cements that have been Red One Step Solvent Cement specifically investigated and tested for Note: BlazeMaster BM-5 One Step Cement requires no cleaner or use with BlazeMaster CPVC systems primer. Refer to individual manufacturers' installation instructions. and approved by the pipe and fitting manufacturer. Too much cement can cause clogged waterways. Do not allow Cutting excess cement to puddle in the pipe IPEX BlazeMaster pipe can be easily cut with a sharp ratchet and fitting assembly. cutter (except at temperatures below 10°C (50°F)), a wheel-type Special care shall be exercised when plastic tubing cutter, a power saw or assembling BlazeMaster systems in a fine toothed saw. To ensure the extremely low temperatures (below 4°C pipe is cut square, a miter box is (40°F)) or extremely high temperatures r recommended when using a saw. A (above 38°C (100°F)). Extra set time square cut provides the surface of the shall be allowed in colder temperatures, pipe with maximum bonding area. If When cementing pipe and fittings in any indication of damage or cracking extremely cold temperatures, make certain that the cement has not is evident at the pipe end, cut off at "gelled". Gelled cement must be discarded. In extremely hot least 50.8 mm (2") beyond any temperatures, make sure both surfaces to be joined are still wet visible crack. with cement when putting them together. Deburring Assembly Burrs and filings can prevent proper After applying cement, immediately insert the pipe into the fitting contact between pipe and fitting socket, while rotating the pipe one-quarter turn. Properly align the during assembly, and must be fitting for the installation at this time. Pipe must bottom to the removed from the outside and the stop. Hold the assembly for 10 to 15 seconds to ensure initial inside of the pipe. A chamfering tool bonding. A bead of cement should be evident around the pipe and or a file is suitable for this purpose. A fitting juncture. If this bead is not continuous around the socket slight bevel shall be placed at the shoulder, it may indicate that insufficient cement was applied. end of the pipe to ease entry of the pipe into the socket and minimize the chances of wiping solvent cement from the fitting during insertion. ` Fitting Preparation Using a clean, dry rag, wipe loose dirt and moisture from the fitting socket and pipe end. Moisture can slow the cure time and at this stage of assembly, excessive water can reduce joint strength. Check the dry fit of the pipe and fitting. The pipe should enter the fitting socket easily 1/4 to 3/4 of the way. At this ; stage, the pipe should not bottom out in the socket. Solvent Cement Application Joining surfaces shall be penetrated and softened. Cement shall be applied (worked into pipe) with an applicator half the nominal size of the pipe diameter. Apply a heavy, even coat of cement to the outside pipe end. Apply a medium coat to the fitting socket. Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.ipexamerica.com I P E X 3ofq BlazeMasterO -4 Handling & Installation Procedures If insufficient cement is applied, the fitting must be cut out and discarded. Table I: 552 kPa (225 psi) Test Pressure (maximum) Ambient Temperature During Cure Period Cement in excess of the bead can be wiped off with a rag. Care shall be exercised when installing sprinkler heads. Sprinkler head Pipe Size Temperature fittings shall be allowed to cure for a minimum of 30 minutes 160C to 49°C > 4,4°C >17.8°C prior to installing the sprinkler head. When installing sprinkler inches mm (60°F to 120°F) (> 40°F) (> 0°F) heads, be sure to anchor or hold the pipe drop securely to avoid rotating the pipe in previously cemented connections. Previously 3/4 20 1 hr 4 hrs 48 hrs cemented fittings shall also be permitted to cure for a minimum 1 25 1-112 hrs 4 hrs 48 hrs of 30 minutes. 1-1/4 32 & 40 3 hrs 32 hrs 10 days Warning: Sprinkler heads shall be installed only after all the CPVC 2 50 8 hrs 48 hrs Note 1 pipe and fittings, including the sprinkler head adapters, are solvent welded to the piping and allowed to cure for a minimum 2-1/2 & 3 65 & 80 24 hrs 96 hrs I Note 1 of 30 minutes. Sprinkler head fittings should be visually Note: Cure times indicated in Table 1 are to be used for all LPCB inspected and probed with a wooden dowel to ensure that the water way and threads are clear of any excess cement. Once the approved pipe and fitting joints. installation is complete and cured per Table I, II or III, the system shall be hydrostatically tested. Sprinklers shall not be installed in Table II: 1379 kPa (200 psi)Test Pressure (maximum) the fittings prior to the fittings being cemented in place. Ambient Temperature During Cure Period Note: Safety and Health Precautions. Prior to using CPVC solvent Pipe Size Temperature cements, review and follow all precautions found on the container labels, material safety data sheet, and Standard Practice for Safe inches mm 16°C to 49°C > 4.4°C >17.8°C Handling ASTM F 402. (60°F to 120°F) (> 40°F) (> 0°F) 3/4 20 45 mins 1-112 hrs 48 hrs Set and Cure Times 1 25 45 mins 1-1/2 hrs 48 hrs Solvent cement set and cure 1-1/4 32 & 40 1-1/2 hrs 16 hrs 10 days times are a function of pipe size, 1 2 50 6 hrs 36 hrs Note 1 temperature, relative humidity, I2-112 & 3 65 & 80 8 hrs 72 hrs Note 1 and tightness of fit. Curing time is faster for drier environments, I smaller pipe sizes, higher r= Table III: 690 kPa (100 psi) Test Pressure (maximum) temperatures and tighter fits. The Ambient Temperature During Cure Period assembly must be allowed to set, without any stress on the joint, for Pipe Size Temperature 1 to 5 minutes, depending on 16°C to 49°C > 4.4°C >17.8°C pipe size and temperature. aches rnrn Following initial set period, the assembly can be handled (60°F to 120°F) (> 40°F) (> 0°F) carefully, avoiding significant stresses to the joint. Refer to the 3/4 20 15 mins 15 mins 30 mins following tables for minimum cure times prior to pressure testing. 1 25 15 mins 30 mins 30 mins 1-1/4 32 & 40 15 mins 30 mins 2 hrs Note: For these sizes, the solvent cement can be applied at temperatures below-17.8°C (07), however, the sprinkler system temperature must be raised to a temperature of 0°C (32°F) or above and allowed to cure per the above recommendations prior to pressure testing. AL Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.ipexamerica.com I P E X 4 of 9 BlazeMaster Handling & Installation Procedures Threaded Connections Flanged Connections IPEX BlazeMaster CPVC female threaded adapters or flanges are Flange Make-Up: Once a flange is joined to pipe, the method for listed for connecting a BlazeMaster fire sprinkler system to other joining two flanges is as follows: materials, valves, and appurtenances. 1. Piping runs joined to the flanges must be installed in a A thread sealant shall be used in making threaded connections. straight line position to the flange to avoid stress at TFE (Teflon®) thread tape is the recommended sealant. Some the flange due to misalignment. Piping must also be thread sealants other than TFE thread tape contain solvents or secured and supported to prevent lateral movement other materials that may be damaging to CPVC. Contact your that can create stress and damage the flange. authorized IPEX BlazeMaster distributor or IPEX Representative for approved thread sealants. Use of thread sealants other than 2• With gasket in place, align the bolt holes of the mating those approved by IPEX will void the warranty on the IPEX flanges by rotating the ring into position. BlazeMaster system. (Consideration should be given to alignment of One- Piece Flange prior to joining with pipe.) Care shall be exercised when transitioning between IPEX BlazeMaster pipe and fittings and metal. Care must be taken to 3. Insert all bolts, washers (two standard flat washers per avoid over-torquing. Refer to section on instructions for torque bolt), and nuts. requirements. 4. Make sure the faces of the mating surfaces are flush The following is the recommended method of installation to against gasket prior to bolting down the flanges. ensure a sound connection. 5. Tighten the nuts by hand until they are snug. Establish a) Begin by applying 2 to 3 wraps of TFE (Teflon®) thread uniform pressure over the flange face by tightening the tape. bolts in 5 ft. lb. (6.8 M Kg) increments according to the sequence shown in Figure 8: Bol Tightening Sequence b) Tighten the sprinkler head into the adapter taking care following a 180' opposing sequence. not to cross-thread the fitting. (Recommended torque 6. Care must be taken to avoid "bending" the flange when values 15-25 ft/Ibs) joining a flange to a "raised face" flange, or a wafer-style c) Two to three turns beyond finger-tight is all that is valve. Do not use bolts to bring together improperly required to make a sound plastic threaded connection. mated flanges. Caution: Over-torquing will damage the flange. Torque given CAUTION: Over-tightening will damage both the pipe and the is for dry, non-lubricated bolt, standard washers, neoprene fitting. 3.18 mm (1/82) thick full face gasket. If lubricant (non- petroleum based) is used, torque levels may vary. Actual field conditions may require a variation in these recommendations. Recommended Bolt Torque Figure 8: Flange Size Bolt Diameter Torque Bolt Tightening Sequence �, inches mm inches mm ft Ibs M Kg 3/4 1-1/2 19.05-38.10 1/2 12.70 10- 15 13.6-20.3 50.80- 76.20 5/8 15.88 20-30 27.1 -40.7 fly Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.ipexamerica.com 1 P E X 5 Of 9 BlazeMasterO Handling & Installation Procedures Grooved Coupling Adapters Penetrating Fire Rated Walls and Partitions The following procedures are recommended for proper assembly of Before penetrating fire rated walls and partitions, consult building the Grooved Coupling Adapter. READ THESE INSTRUCTIONS codes and authorities having jurisdiction in your area. Several CAREFULLY BEFORE BEGINNING INSTALLATION. classified through-penetration firestop systems are approved for use with CPVC pipe. Consult IPEX representative for further information. 1. Inspect the fittings and pipe to insure that they are Warning: Some firestop sealants or wrap strips contain solvents or sufficiently free from indentations, projections or roll-marks plasticizers that may be damaging to CPVC. Always consult the on the gasket seating areas of the fitting and pipe. The pipe manufacturer of the firestop material for compatibility with IPEX should be squarely cut with any loose scale, paint and/or BlazeMaster CPVC pipe and fittings. dirt must be removed from the groove and seating surface. Use a standard grade E*, EPDM compound that is suitable for wet fire sprinkler service. A flexible coupling shall be Earthquake Bracing used with grooved coupling adapters. Caution: Use of rigid Since IPEX BlazeMaster CPVC pipe is more ductile than metallic style couplings may damage the grooved coupling adapter. sprinkler pipe, it has a greater capacity to withstand earthquake Consult the coupling manufacturer for proper selection. damage. In areas subject to earthquakes, BlazeMaster fire sprinkler systems shall be designed and braced in accordance *See manufacturer for temperature ratings. with local codes or NFPA 13, Section 6-4 (1999 Edition). 2. Make sure the gasket is clean and free of any cracks, cuts When it is required to earthquake brace BlazelVlaster piping, it is or other defects which may cause leaks. Lubricate the important to use fittings, fasteners or clamps that do not have gasket with a vegetable soap-based gasket lubricant. sharp edges or apply excessive compressive forces sufficient to Caution: Use of petroleum based lubricants will damage distort the pipe. the gasket and adapter resulting in stress failure of the CPVC adapter. A gasket/joint lubricant is recommended to prevent pinching the gasket and to assist in sewing the Pressure Testing gasket during the alignment process. Apply the appropriate Once an installation is completed and cured, per the previous lubricant to the gasket lips and exterior surface of the recommendations, the system should be hydrostatically (water) gasket. pressure tested at 1379 kPa (200 psi), Table II, for 2 hours (or at 345 kPa (50 psi) in excess of the maximum pressure, Table I, 3. Place the gasket over the metal pipe ends, being sure when the maximum pressure to be maintained in the system is in gasket lip does not overhang the pipe end. Insert the CPVC excess of 1034 kPa (150 psi) in accordance with the requirements grooved coupling adapter into the gasket. Make sure that established by NFPA Standard 13, Section 10-2.2.1 (1999 the gasket is centered between the two grooves. No portion Edition). Sprinkler systems in one-and two-family dwellings and of the gasket should extend into the grooves. Caution: mobile homes may be tested at line pressure, Table III in Make sure the gasket is not pinched between the pipe and accordance with the requirements established by NFPA 13D, the fitting. Section 1-5.4 (1999 Edition). When pressure testing, the sprinkler 4. Place the metal housing over the gasket, making sure system shall be slowly filled with water and the air bled from the the metal housing key is into the grooves on the metal pipe highest and farthest sprinkler heads before pressure testing is and the CPVC coupling adapter, Insert the bolts and tighten applied. Air must be removed from piping systems (plastic or metal) to prevent it from being locked in the system when pressure by hand. Tighten the boils ailernaleiy and equally until the is applied. Entrapped air can generate excessive surge pressures bolt pads are touching metal-to-metal. In completing a that are potentially damaging, regardless of the piping materials proper joint, the gasket is also slightly compressed, adding to the strength of the seal from the gasket's durometer. used. Air or compressed gas should never be used for pressure testing. If a leak is found, the fitting must be cut out and 5. Inspect the joints before and after pressure testing. Look for discarded. A new section can be installed using couplings or a gaps between the bolt pads and for housing keys that are union. Unions should be used in accessible areas only. not inside the grooves. At Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.ipexamerica.com P E Wit 6of0 _BlazeMaster° Specifications Scope Material This specification sheet covers IPEX Inc. requirements for for 3/4" BlazeMaster CPVC SDR 13.5 Pipe are made from Lubrizol Inc. through 3" (20 mm—75 mm) BlazeMaster CPVC SDR 13.5 Pipe Chlorinated Polyvinyl Chloride (CPVC) raw material having a cell for wet pipe automatic sprinkler systems, having a rated working class of 23447 as defined in ASTM Standard D 1784 "Standard pressure of 175 psi (1205 kPa) at 1507 (66°C) or 315 psi Specification for Rigid Polyvinyl Chloride (PVC)and Chlorinated (2172 kPa) at 737 (22°C) and BlazeMaster CPVC Schedule 80 Polyvinyl Chloride (CPVC) Compounds". The compound is listed Fittings. The fittings, for wet pipe automatic sprinkler systems, with NSF for potable water service. having a rated working pressure of 175 psi (1205 kPa) at 1507 (66°C) or 315 psi (2172 kPa) @ 73°F (22°C). These products The material has been tested in accordance with CAN/ULC meet or exceed performance standards set by the American Standard S102.2M88 "Standard Method of Test for Surface National Standards Institute (ANSI), the American Society for Burning Characteristics of Flooring, Floor Covering, and Testing and Materials (ASTM), Factory Mutual Research (FM), Miscellaneous Materials and Assemblies"with the following National Fire Protection Agency (NFPA), NSF International (NSF), results: Flame Spread 5/Smoke Development 5-15. Underwriters Laboratories Inc., and Underwriters' Laboratories of Canada (ULC). BlazeMaster Schedule 80 Fittings are made from Lubrizol Inc. Chlorinated Polyvinyl Chloride (CPVC) raw material having a cell Underwriters' Laboratories of Canada lists BlazeMaster CPVC class of 23447 as defined in ASTM Standard D 1784 "Standard Schedule 80 Fittings and BlazeMaster CPVC SDR 13.5 Pipe for Specification for Rigid Polyvinyl Chloride (PVC)and Chlorinated use in the following applications; Residential occupancies as Polyvinyl Chloride (CPVC) Compounds". The compound is listed defined in the Standard for Sprinkler Systems in One and Two- with NSF for potable water service. Family Dwellings, NFPA 13D. Multiple residential as defined in NFPA 13R. Marking BlazeMaster Schedule 80 Fittings and BlazeMaster CPVC SDR Light-hazard occupancies as defined in the Standard for 13.5 Pipe are made from Lubrizol Inc. Chlorinated Polyvinyl Installation of Sprinkler Systems, NFPA 13. BlazeMaster CPVC Chloride (CPVC) raw material having a cell class of 23447 as Schedule 80 Fittings and BlazeMaster CPVC SDR 13.5 Pipe can defined in ASTM Standard D 1784 "Standard Specification for be used for both concealed and exposed installations. Refer to Rigid Polyvinyl Chloride (PVC)and Chlorinated Polyvinyl Chloride Ipex literature for any limitations. (CPVC) Compounds". The compound is listed with NSF for potable water service. Dimensions IPEX BlazeMaster pipe is produced in SDR 13.5 dimensions to the specifications of ASTM F442. Fittings are produced to ASTM F437, F438 pr F439 specifications depending on the size and configuration. Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572 9 www.ipexamerica.com P E X BlazeMasterO Notes _ .. _ .. .. _. _. .. _ . _ Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.ipexamerica.com 8of9 BlazeMasterO About IPEX About the IPEX Group of Companies As leading suppliers of thermoplastic piping systems, the IPEX Group of Companies provides our customers with some of the world's largest and most comprehensive product lines. All IPEX products are backed by more than 50 years of experience. With state-of-the-art manufacturing facilities and distribution centers across North America, we have established a reputation for product innovation, quality, end-user focus and performance. Markets served by IPEX group products are: • Electrical systems • Telecommunications and utility piping systems • PVC, CPVC, PP, ABS, PEX, FR-PVDF and PE pipe and fittings (1/4" to 48") • Industrial process piping systems • Municipal pressure and gravity piping systems • Plumbing and mechanical piping systems • PE Electrofusion systems for gas and water • Industrial, plumbing and electrical cements • Irrigation systems Products are manufactured by IPEX Inc. and distributed in the United States by IPEX USA LLC. PlumbBetter® is a trademark of IPEX Branding Inc. This literature is published in good faith and is believed to be reliable. However, it does not represent and/or warrant in any manner the information and suggestions contained in this brochure. Data presented is the result of laboratory tests and field experience. A policy of ongoing product improvement is maintained. This may result in modifications of features and/or specifications without notice. Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.ipexamerica.com P E X ©2008 IPEX DA-BLAZEMASTERI 9 of 9 tqcoWorldwide Fire Protection Contacts www.tyco-fire.com Products Models BB, SD, HIP, and AP Specific Application Sprinklers For Protecting Attics The Specific Application Attic Sprin- General klers are the first sprinklers to be: Description • Listed for extended coverage in The TYCO Model BB (Back to Back), combustible construction SD (Single Directional), HIP, and AP • Full-scale fire tested in both wet and (Attic Plus)Specific Application Sprin- dry system scenarios klers for Protecting Attics are fire . Full-scale tested for use in wood sprinklers for combustible and non- truss construction combustible sloped attic spaces. The Model BB, SD, and HIP are Specific • Listed for specific roof slopes (Ref. Application Attic Sprinklers, whereas Table A) the Model AP is a Specific Applica- The Specific Application Attic Sprin- tion Combustible Concealed Space klers provide the best level of pro- Sprinkler having specific applica- tection, and control cost by eliminat- tion criteria for its use with the Mod- ing the need for additional sprinklers els BB, SD, and HIP in attic spaces. and branchline piping. In many cas- Specific Application Attic Sprinklers es, an attic can be entirely protected provide superior fire protection in attic with just one line of piping located be- spaces, and when compared to Stan- low the peak of the roof using Model dard Spray Sprinklers, cost savings BB (Back to Back) Sprinklers. If there are achieved by eliminating branch- is a need for Model SD (Single Direc- line materials and the associated in- tional) or Model HIP Sprinklers, one stallation labor. The Specific Applica- line of either of these sprinkler types tion Sprinklers for Protecting Attics is sufficient at each area being cov- have undergone the most extensive ered. For example and assuming the fire testing ever performed for sloped use of Standard Spray Sprinklers, a attic spaces. They are UL Listed with system in a 60 foot(18,3 m)wide attic, their specific application guidelines for with up to a 12:12 roof pitch, designed use as special sprinklers as defined by to the 2007 edition of NFPA 13, would the National Fire Protection Associa- require seven branchlines to cover the tion (NFPA). main portion of the attic and several The Specific Application Attic Sprin- additional branchlines to cover the hip klers provide an extended coverage areas. With the Specific Application spacing alternative to the restricted Attic Sprinklers,the required coverage spacing of Standard Spray Sprinklers. can be obtained with just one branch- The restricted spacings of Standard line running below the peak and one Spray Sprinklers used within attics is down each slope of the hip beam.This described in the 2007 edition of NFPA would result in approximately 90% 13, Table 8.6.2.2.1(a) and Section less pipe needed for installation. This 8.6.4.1.4. reduction in the number of branch- lines saves the cost of the pipe, fit- tings, hangers, and associated labor by eliminating up to five branchlines. — IMPORTANT Another important aspect of the Spe- Always refer to Technical Data cific Application Attic Sprinkler tech- V, Sheet TFP700 for the `INSTALLER nology is the reduction in system i WARNING' that provides cau- volume. This volume reduction may tions with respect to handling result in reducing the size of a dry and installation of sprinkler sys- pipe valve (and air compressor) and tems and components. Improp- possibly allow for quicker water deliv- er handling and installation can ery times, eliminating the need for an permanently damage a sprin- accelerator. kler system or its components and cause the sprinkler to fail to operate in a fire situation orcause it to operate prematurely. Page i of 28 AUGUST 2014 TFP610 TFP610 Page 2 of 28 Components: Components: 1 - Frame 4- Bulb 1 - Body 5 - Compression 8- Deflector 2- Button 5- Compression 2- Cap Screw 9- Rivet 3- Sealing Screw 3- Sealing 6- Lever 10- Diffuser Assembly 6- Deflector Assembly 7- Deflector 11 - Link 2-1/4" 1-5/8" 4- Saddle Frame Assembly _ _ (57,2 mm) —(41,3 mm) 1-9/16" 2-1/4" L 1-1/81, 13/16" ~(39,7 mm) (57,2 mm) ~'I (28,6 mm) (20,6 mm)I~ 10 11 9 1-1/8' (28,6 mm) 6 8 FLOW \ FLOW r 4 5 r 2-1/8- 7 FLOW FLOW 1 2 (54,0 mm) r ti 3 THREAD (63,5 mm) RELIEF _ 6 FRAM' 1/2"(12,7 mm) J 3/4"NPT c\ ARM. NOMINAL WRENCH FRAME 5 CROSS FLATS ARMS 1 2 3 4 7/16" WENCH NPT SECTION ELEVATION (11,1 mm) NOMINAL CROSS MAKE-IN SECTION ELEVATION FIGURE A FIGURE B MODELS BB1, BB2&BB3 WITH 8.0 K-FACTOR MODELS BB1,BB2&BB3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS SPECIFIC APPLICATION ATTIC SPRINKLERS Components: Components: 1 - Frame 4- Bulb 1 - Body 5- Compression 8- Deflector 2 - Button 5- Compression 2- Cap Screw 9- Rivet 3 - Sealing Screw 3- Sealing 6- Lever 10- Link Assembly 6- Deflector Assembly 7- Deflector Assembly 4- Saddle Frame 2-1/4" 1-5/8" (57,2 mm) ~(41,3 mm) r1-1/8" 13/16" 1-,3 m 4,0 m(28,6 mm) (20,6 mm) 1-5/16" m� (33 mm) m)~ 8 (33,4 mm) - 6 FLOW \ FLOW 9 r 4 5 ~ 2-1/8° 1 2 (54,0 mm) 10 FLOW 3 THREAD 7 FRAME r' RELIEF I ARMS 3° �� 6 (76,2 mm) 7/16"(11,1 mm)j 1/2"NPT 5 NOMINAL WRENCH FRAM E 1— MAKE-IN Fj AT S ARMS _- CROSS 4 / `\ SECTION ELEVATION 3 2 1 7/16"(11,1 mm) WRENCH 1/2" NOMINAL HEX NPT CROSS MAKE-IN SECTION ELEVATION FIGURE C FIGURE D MODELS BB1, BB2&BB3 WITH 4.2 K-FACTOR MODELS SDI,SD2&SD3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS SPECIFIC APPLICATION ATTIC SPRINKLERS TFP610 Page 3 of 28 Components: Components: 1 - Frame 4- Bulb 1 Frame 5- Compression 2- Button 5- Compression 2 Sealing Screw 3- Sealing Screw Assembly 6- Deflector Assembly 6- Deflector 3 - Button 7 - Ejection 2• 4- Bulb Spring (54,0 mm) (50,8 mm) 1-11/16" 1-1/16" 1-1/4" I~(42,9 mm) (27,0 mm) (31,8 mm) (~ 6 5 SPRINKLER f \ � FRAME FLOW ARMS 2-1/4" 4 5 6 4 (57,2 mm) 2-1/8" 7 1 2 (54,0 mm) 3 3 WRENCH THREAD 2 FLATS RELIEF 1 1/2"NPT 7/16"(11,1 mm) 1/2"NPT 7/16"(11,1 mm) NOMINAL WRENCH FRAME NOMINAL MAKE-IN MAKE-IN FLATS ARMS CROSS CROSS SECTION ELEVATION SECTION ELEVATION FIGURE F FIGURE E MODEL AP WITH 4.2 or 5.6 K-FACTOR SPECIFIC MODEL HIP WITH 5.6 K-FACTOR APPLICATION COMBUSTIBLE CONCEALED SPECIFIC APPLICATION ATTIC SPRINKLERS SPACE SPRINKLERS The other cost reduction is the Listing will cover up to 30 feet (9,1 m) in each HIP Sprinkler of BlazeMaster CPVC for use in attic direction when measured horizontal- The HIP Specific Application Attic spaces to feed the wet system Spe- ly.There are three(3)different models Sprinkler (Figure E) covers the area cific Application Sprinklers for Pro- (i.e., BB1, BB2, and BB3)that account of the hip in the attic. This is a slight- tecting Attics, as well as to feed the for different roof slopes, and each ly different concept than the BB(Back wet system sprinklers below the ceil- model is provided in one of three dif- to Back) or SD (Single Directional). ing. Traditionally, BlazeMaster CPVC ferent orifice sizes(K=4.2,5.6,or 8.0). The HIP Sprinkler is located along has been used on the lower floors in the slope running down the hip, and the joist space above a ceiling that do SD Sprinkler(Single Directional) throws a 90° pattern toward the out- not require sprinklers.The cost of us- The Model SD (Single Directional) side eaves. This pattern allows the ing CPVC on those floors can now be Specific Application Attic Sprinkler water to "corner" and control the fire. translated to the upper floor even if (Figure D), like the Model BB,throws a The HIP does not throw much water sprinklers are required in the attic. narrow but long pattern. However, un- directly up or down the hip, but rath- like the Model BB, the Model SD only er it throws most of the pattern out to There are four (4) models of the Spe- throws in one direction. These sprin- each side (90°) down the slope of the cific Application Sprinklers for Pro- klers are primarily used where shear roof. This sprinkler is typically spaced tecting Attics—BB(Back to Back Dual walls or draft curtains have been in- 6 feet(1,8 m)to 3 feet(0,9 m)on center Directional), SD (Single Directional), stalled within an attic space. Another down the slope.To use the HIP Sprin- HIP, and AP(Attic Plus).The BB(Back use is when the framing direction is kler, the framing must be perpendicu- to Back) and SD (Single Directional) parallel with the outside wall in the hip lar to the outside wall (Ref. Figure 12) Sprinklers have three(3)separate ver- area (Ref. Figure 13). In this case, the and the maximum throw cannot ex- sions that are used for different roof SD (Single Directional)would be used ceed 28 feet (8,5 m) measured hori- pitches. The pitches, as applicable, on one side of the slope and AP Sprin- zontally. The HIP, unlike the BB (Back can vary from a minimum of 3:12 to a klers or Standard Spray Sprinklers to Back) and SD (Single Directional), maximum of 12:12 (Ref.Table A). would be used to protect the other is installed with the deflector parallel BB Sprinkler side. The Model SD Sprinklers must with the slope.There is only one mod- (Back to Back Dual Directional) be installed in a vertical upright orien- el with flows and pressures for two The Model BB Specific Application At- tation and not angled with the slope. different spacings. tic Sprinkler(Figures A, B &C)throws (Achieving the vertical upright orien- a narrow but long pattern. The nar- tation may require the use of a swing row spacing along the ridge serves joint if the SD Sprinklers are being fed two purposes: the response time is from a line running along and paral- reduced by placing the sprinklers no lel to the roof hip.) There are three (3) farther.than 6 feet (1,8 m) apart, and different models (SDI, SD2, and SD3) the spray can be concentrated in the that account for different roof slopes. throw direction to obtain a pattern that TFP610 Page 4 of 28 AP Sprinkler(Attic Plus) Technical The AP Sprinklers are to be installed Operation in the upright orientation with their de- Data BB(K=8.0&4.2),HIP(K=5.6)& flector parallel to the roof. The Model AP(5.6&4.2) AP Sprinklers (Figure F) are intended Approvals The glass bulb contains a fluid that ex- to be used to provide protection of at- UL&C-UL Listed tic areas outside the scope of appli- cations for the BB, SD, or HIP Sprin- (These Approvals only apply to the the rated temperature is reached, the klers. The AP Sprinklers must only service conditions indicated in the De- fluid expands sufficiently to shatter be used in conjunction with other sign Criteria section on Page 6 and the the glass bulb, allowing the sprinkler Specific Application Attic Sprinklers, Design Guidelines section on Page 8.) to activate and water to flow. i.e., BB, SD, and HIP, or as permitted Pipe Thread Connection BB(K=5.6)&SD(K=5.6) in other sections of this document. 1/2 inch NPT for K=4.2&5.6 The fusible link assembly is comprised When used,the AP Sprinklers will pro- 3/4 inch NPT for K=8.0 of two link halves which are joined by vide a hydraulic advantage over Stan- a thin layer of solder. When the rated dard Spray Sprinklers for the protec- Discharge Coefficient temperature is reached, the solder tion of attic areas outside the scope K = 4.2 gpm/psis/2 (60,5 Ipm/bars/2) melts and the two link halves sepa- of application for the BB, SD, or HIP K = 5.6 gpm/psis/2 (80,6 Ipm/bars/2) rate, allowing the sprinkler to activate Sprinklers. K=8.0 gpm/psis/2 (115,5 Ipm/bars/2) and water to flow. Temperature Rating Intermediate Temperature as follows: The Specific Application Sprinklers -200°F (93°C) for BB (K4.2 & K8.0), for Protecting Attics described here- HIP,AP in must be installed and maintained -212°F(100°C)for BB (K5.6), SD in compliance with this document, as well as with the applicable standards Finish of the National Fire Protection Asso- Natural Brass ciation, in addition to the standards of any other authorities having jurisdic- Physical Characteristics tion. Failure to do so may impair the (Figures A,C&E) performance of these devices. Frame............................Bronze The owner is responsible for main- Button........y ........... Bronze/copper rope/ Nickel p Sealing Assembly ...........Beryllium Nickel taining their fire protection system w/TEFLON and devices in proper operating con- Bulb .....................Glass(3 mm de.) dition. Contact the installing contrac- Link...............................Monel for or product manufacturer with any Compression Screw ................. Brass questions. Deflector.....................Brass/Bronze Physical Characteristics Sprinkler (Figures B&D) Body..............................Brass Identification Cap ingAs Assembly ...........Beryllium .Bronze Sealing Assembly ...........Beryllium Nickel w/TE Number (SIN) Saddle ............................Bra s TY4180* -BB1, K=8.0 Link Assembly.... Nickel TY4181* -BB2, K=8.0 Compression Screw ................. Brass TY4182* -BB3, K=8.0 Deflector.....................Brass/Bronze TY3180* -BB1 K=5.6 Lever.....................Bronze Deflector Frame............................Bronze TY3181* -13132, K=5.6 Diffuser............................Brass TY3182* -BB3, K=5.6 Rivet..............................Brass TY2180 -BB1, K=4.2 Physical Characteristics TY2181 -13132, K=4.2 (Figure F) TY2182 -BB3, K=4.2 Frame.............................Brass TY3183* -SDI, K=5.6 Button............................ Bronze TY3184* -SD2, K=5.6 Sealing Assembly ...........Beryllium Nickel TY3185* -SD3, K=5.6 w/TEFLON TY3187* -HIP, K=5.6 Bulb .....................Glass(3 mm dia.) TY3190 -AP, K=5.6 Compression Screw ................. Brass TY2190 -AP, K=4.2 Deflector..........................Bronze *The"TY"prefix is a re-designation of the previous"C"prefix(e.g.,TY4180 is a re-designation for C4180). TFP610 Page 5 of 28 Installation The TYCO Specific Application Attic WRENCH Sprinklers for Protecting Attics must FLATS be installed in accordance with this section. ENGAGE SPRINKLER THREAD RELIEF Do not install an bulb-type s rin- WITH WRENCH y Yp p � � � JAW FLANGES kler if the bulb is cracked or there is a loss of liquid from the bulb. With the FIGURE G WRENCH sprinkler held horizontally, a small air DO NOT GRASP DEFLECTOR 7"0 D JAW FLANGE bubble should be present. The diam- D eter of the air bubble is approximately A NLY 1116 inch(1,6 mm)for the 155°F(68°C) FIGURE K and 3132 inch (2,4 mm) for the 200°F WRENCH W--TYPE 20 (93°C)temperature ratings. :::�7 FLATS SPRINKLER WRENCH A leak-tight 112 inch NPT sprinkler For Use with joint should be obtained by applying a HIP(K=5.6)Sprinklers minimum-to-maximum torque of 7 to ENGAGE 14 ft./bs. (9,5 to 19,0 Nm). Higher lev- SPRINKLER els of torque can distort the sprinkler THREAD RELIEF WITH WRENCH inlet with consequent leakage or im- JAW FLANGES WRENCH pairment of the sprinkler. HEX \ WRENCH Step 1. Sprinklers must be oriented USE END JAW FLANGE APPLY/ correctly as follows: MARKED WRENCH • Model BB Sprinklers are to be in- "A"ONLY �'� TO WRENCH stalled in the upright vertical po- FIGURE H HEX ONLY sition with the flow arrows on the W-TYPE 3 SPRINKLER WRENCH NW� A HEX ADJUST W deflector pointing down the two op- For Use with RENCH JAW posing slopes. BB(K=8.0)Sprinklers TO FIT WRENCH • Model SD Sprinklers are to be in- stalled in the upright vertical posi- tion with the flow direction arrow 9 FIGURE L on the deflector pointing down the WRENCH slope. FIATS ADJUSTABLE WRENCH For Use with BB(K=5.6)& • The Model HIP Sprinklers are to be /7T ISD(K=5.6)Sprinklers installed with the deflector at the ENGAGE top and with the sprinkler centerline SPRINKLER THREAD RELIEF perpendicular to the ridge of the hip %END WRENCH roof and with the flow direction ar- LANGES WRENCH rows on the deflector pointing down FLATS the two opposing slopes.(Unlike the WRENCH Model BB and Model SD,the Model UJAW FLANGE HIP Is installed angled so that Its M ` ENGAGE deflector is parallel with the slope of "A"ONLY SPRINKLER the hip ridgeline.) FIGURE J THREAD RELIEF WITH WRENCH • The Model AP Sprinklers are to be W-TYPE 6 SPRINKLER WRENCH JAW FLANGES installed in the upright position with For Use with WRENCH the deflector parallel to the roof BB(K=4.2)Sprinklers USE END JAW FLANGE slope. There are no flow arrows on MARKED the deflector to consider; however, Step 3. Wrench-tighten the sprinkler "A"ONLY a good piping practice is to position using only the wrenches shown in FIGURE M all the Model AP Sprinklers so that Figures H thru M. Wrenches are only W_TYPE 6 SPRINKLER WRENCH their frame arms are in the same to be applied to the sprinkler wrench For Use with direction, flats or wrench hex,as applicable. AP(K=4.2&5.6)Sprinklers Step 2. With pipe thread sealant ap- plied to the pipe threads,hand-tighten the sprinkler into the sprinkler fitting. Note: With reference to Figure G, do not grasp the sprinkler by the deflector. TFP610 Page 6 of 28 Desi /� As measured along the peak/ridge di- Note: Where the use of non-combus- g rection (Ref. Figure 4), 7 feet (2,1 m) tible insulation is specified, verify with from AP to Standard Spray Sprinklers the insulation manufacturer as to the Criteria In the slope direction (Ref. Figure 6), non-combustibility of the insulation. Area of Use 26 feet (7,9 m) from BB or HIP Sprin- The non-combustible insulation (i.e., Roof structures, combustible and klers to AP Sprinklers or Standard fiberglass) may be faced or unfaced. noncombustible, including wood joist/ Spray Sprinklers Where faced, the facing need not be rafters and wood trussed attics,with a non-combustible. The insulation is to ceiling below. BB,SD,or HIP Deflector Installation have a flame spread index of not more Position Below Peak/Ridge or Deck than 25. System Type for For roof pitches of 4:12 (33%)to 12:12 Verify chemical compatibility of the BB,SD,HIP,or AP (100%), 22 inches (558,8 mm) maxi- insulation with BlazeMaster CPVC by Wet using CPVC pipe mum, 16 inches (406,4 mm) minimum consulting www.lubrizol.com. Wet or dry using steel pipe (Ref. Figures 2&5). Note: Use of the 4.2 K sprinklers in For roof pitches of 3:12 (25%) up to ' BlazeMaster system may be used to dry pipe systems is permitted by sec- 4:12 (33%) (only 4.2K Model BB), 12 klefeed the wet system ceiling must tion 8.3.4.3 of NFPA 13 (2007 edition) inches (304,8 mm) maximum below be 6 in the floor below.There must where piping is corrosion resistant or the peak and a minimum of 1 inch busbe t inches Cation ov of noncom- where piping (25,4 mm) below the bottom of top izontale insulation covering the hor- chord or solid wood rafter izontal or vertical pipe (Ref. Figures Hazard 9A, 913 & 9C) extending 12 inch- Light Hazard AP Deflector Position and es (304,8 mm) on each side away Roof Pitch from the centerline of the pipe, and BB,SD,or HIP Allowable Roof Span 1 to 3 inches (25,4 to 75,6 mm) below the area above the CPVC must be (Coverage)and Roof Pitch the bottom of the top chord or bottom protected by Model BB, SD, HIP, Refer to Table A for allowable roof of solid wood rafter, where the roof or AP Sprinklers (Ref. Figure 9A). If spans and roof pitches, as well as pitch is 3:12 to 12:12 and the top chord the pipe is located inside the ceil- for the associated minimum sprinkler or solid wood rafter is a nominal 12 ing joist, the joist channel must flows and pressures. Figures 1,21 11 & inches(600 mm)or less be covered or filled with 6 inches 12 illustrate where the roof span is to (152,4 mm) of non-combustible in- be measured. DD or SD Deflector Installation sulation on top of the pipe and the Position Above Scissor Truss area above must be protected by Coverage Beyond BB,SD or HIP 18 inches (457,2 mm) minimum (Ref. BB, SD, HIP, or AP Sprinklers (Ref. Allowable Roof Spans Figure 5) Figure 913). Insulation is for fire pro- Up to 10 feet (3,1 m) of coverage at tection purposes. It is not freeze the eave(s) beyond the allowable roof BB,SD,or HIP Minimum Distance protection. BlazeMaster CPVC must spans for BB, SD, or HIP Sprinklers Away from Trusses be installed in accordance with may be obtained by using a single row Attic Sprinklers must be installed 6 the BlazeMaster installation guide of AP Sprinklers (Ref. Figures 14A, inches (152,4 mm) away from the face instructions. 14B&15). of trusses(Ref. Figure 7) • With reference to Figure 19, Blaze- BB,SD,HIP,or AP Minimum SD Distance from Shear Wall or Master CPVC may be used exposed Distance Between Sprinklers Draft Curtain to feed wet system BB, SD, or HIP 4 feet (1,2 m) as measured along the 4 to 6 inches (101,6 to 152,4 mm)from Sprinklers where: branchline for BB and SD (Ref. Figure f face, and minimum 8 inches (203,2 . Risers are vertical and protected 3) mm) above bottom of draft curtain p 3 feet 0,9 m as measured along the (Ref. Figure 2) by a BB, SD, or HIP Sprinklers lo- ( ) g cated at a maximum lateral dis- branchline for HIP(Ref. Figure 12) Draft Curtains tance of 12 inches(304,8 mm)from 7 feet(2,1 m)between AP Sprinklers Draft curtains installed to permit the the riser centerline installation of Attic Sprinklers shall BB SD Dis SD,HIP,or Maximum , or HIP Sprinklers are di- be constructed so as to not allow Distance Betweeenn Sprinklers heat to escape through or above the rectly mounted on the branchline 6 feet (1,8 m) on center along the draft curtain. The draft curtain may BB, SD, or HIP Sprinklers are on branchline(Ref. Figures 3&12)for BB, be constructed of 1/2 inch (12,7 mm) arm-overs and located at a max- SD,and HIP plywood. imum lateral distance of 6 inch- For AP, the maximum spacing is 10 es(152,4 mm)from the branchline feet (3,1 m) perpendicular to slope BB or HIP Maximum Distance from centerline and 12 feet (3,6 m) parallel to slope. the Center Line of the Ridge BB SD, or HIP Sprinklers are on When there is more than one row of 6 inches (152,4 mm) (Ref. Figure 8) AP Sprinklers, the sprinklers must be with the deflector located 16 inches vertical sprigs attached to the p p staggered per Figure 20-B-3. (406,4 mm) to 22 inches (558,8 mm) branchline from the peak • BB, SD, or HIP Sprinklers are on BB,SD,HIP,or AP Minimum Use of UL Listed BlazeMaster CPVC arm-over or angled sprigs,and lo- Distance to AP Sprinklers or cated at a maximum lateral dis- Standard Spray Sprinklers Piping with Specific Application p Y P tance of 6 inches(152,4 mm)from As measured along the peak/ridge di- Sprinklers for Protecting Attics the branchline centerline rection (Ref. Figure 4), 6 feet (1,8 m) (let Systems Only) from BB, SD, and HIP to Standard BlazeMaster CPVC piping may be A minimum lateral distance of 18 used in a combustible concealed at- inches 450 mm is maintained be- Spray Sprinklers tic space requiring sprinklers when in- tween the CPVC pipe and a heat stalled in accordance with the follow- producing device such as heat ing guidelines: pumps,fan motors,and heat lamps TFP610 Page 7 of 28 DRY PIPE ALLOWABLE SYSTEM ROOF SPAN PITCH, MINIMUM MINIMUM MAXIMUM MODEL K SIN FLOW, PRESSURE, WATER Feet (e) gpm(Ipm) psi(bar) Rise Over Run(%) DELIVERY F (m) TIME, Seconds BB1 8.0 TY4180 s60(18,3) 38(144) 22.6(1,5) 4:12(33)to less than 7:12(58) (C) BB2 8.0 TY4181 s60(18,3) 38(144) 22.6(1,5) 7:12(58)to less than 10:12(83) (C) 13133 8.0 TY4182 s60(18,3) 40(152) 25.0(1,7) 10:12(83)to 12:12(100) (C) B61 5.6 TY3180 >40(12,2)to 2-.60(18,3) 38(144) 46.0(3,2) 4:12(33)to less than 7:12(58) (c) 13132 5.6 TY3181 >40(12,2)to 60(18,3) 38(144) 46.0(3,2) 7:12(58)to less than 10:12(83) (c) BB3 5.6 TY3182 >40(12,2)to 60(18,3) 38(144) 46.0(3,2) 10:12(83)to 12:12(100) (C) 13131 5.6 TY3180 2-.40(12,2) 25(95) 20.0(1,4) 4:12(33)to less than 7:12(58) (C) BB2 5.6 TY3181 s40(12,2) 25(95) 20.0(1,4) 7:12(58)to less than 10:12(83) (c) BB3 5.6 TY3182 s40(12,2) 25(95) 20.0(1,4) 10:12(83)to 12:12(100) (c) B131 4.2 TY2180 s20(6,1) 13(49) 9.6(0,7) 3:12(25)to less than 7:12(58) 45(d) B132 4.2 TY2181 s20(6,1) 13(49) 9.6(0,7) 7:12(58)to less than 10:12(83) 45(d) BB3 4.2 TY2182 s20(6,1) 13(49) 9.6(0,7) 10:12(83)to 12:12(100) 45(d) SD1 5.6 TY3183 >30(9,1)to s40(12,2) 35(132) 39.0(2,7) 4:12(33)to less than 7:12(58) M SD2 5.6 TY3184 >30(9,1)to 2-.40(12,2) 35(132) 39.0(2,7) 7:12(58)to less than 10:12(83) (c) SD3 5.6 TY3185 >30(9,1)to 2-.40(12,2) 35(132) 39.0(2,7) 10:12(83)to 12:12(100) (C) SD1 5.6 TY3183 I >10(3,0)to s30(9,1) 25(95) 20.0(1,4) 4:12(33)to less than 7:12(58) (C) SD2 5.6 TY3184 >10(3,0)to s30(9,1) 25(95) 20.0(1,4) 7:12(58)to less than 10:12(83) (c) SD3 5.6 TY3185 >10(3,0)to s30(9,1) 25(95) 20.0(1,4) 10:12(83)to 12:12(100) (c) SD1 5.6 TY3183 s10(3,0) 19(72) 11.5(0,8) 4:12(33)to less than 7:12(58) (c) SD2 5.6 TY3184 s 10(3,0) 19(72) 11.5(0,8) 7:12(58)to less than 10:12(83) (c) SD3 5.6 TY3185 s10(3,0) 19(72) 11.5(0,8) 10:12(83)to 12:12(100) (C) HIP 5.6 TY3187 >20(6,1)to 2;28(8,5) 34(129) 36.9(2,5) 4:12(33)to 12:12(100) (C) HIP 5.6 TY3187 s20(6,1) 25(95) 20.0(1,4) 4:12(33)to 12:12(100) (C) AP 5.6 TY3190 10(3,1)x 12(3,6) Minimum 7 psi(0,48 bar) 3:12(25)to 12:12(100) 60(d) -See note(e) Minimum 0.10 gpm/ft2 AP 4.2 TY2190 (4,1 mm/min.)Design Density 3:12(25)to 12:12(100) 60(d) Notes: (a)The Be and SD roof span is measured horizontally(not along the slope)as shown in Figure 1 and 2. (b)The HIP roof span is measured horizontally as shown in Figure 12. (0)Refer to 2007 edition of NFPA 13,Section 7.2.3. (d)Maximum water delivery time for all size of systems. (a)The AP roof span is measured along the slope.Maximum 10 feet(3,1 m)perpendicular to slope by maximum 12 feet(3,6 m)parallel to slope. TABLE A ALLOWABLE ROOF SPAN, FLOW,PRESSURE,AND PITCH FOR SPECIFIC APPLICATION SPRINKLERS FOR PROTECTING ATTICS TFP610 Page 8 of 28 • BlazeMaster CPVC may be used higher spacing. For example, a 45 feet Design exposed to provide wet system, (13,7 m) span with the BB1 (K=8.0) vertical or angled, sprigs to AP would be calculated at the 60 feet Guidelines Sprinklers (Ref. Figures 17A & 17B) (18,3 m)span. where: For the AP Sprinklers, the minimum To design a project with attic sprin- • The exposed portion of an angled design pressure is 7 psi, and the mini- klers use these steps as a guideline: sprig is a maximum length of 3 feet mum design density is 0.10 gpm/ft2 • Determine if single, dual directional (0,9 m),the sprig is supported ad- (4,1 mm/min).The NFPA 13,20 psi (1,4 or hip sprinkler is needed. jacent to the AP Sprinkler,and ver- bar) minimum operating pressure for . Determine the roof slope is between tical restraint is provided using the Standard Spray Sprinkler spacings 3:12 to 12:12. If more than one slope CPVC hanger support for horizon- parallel to the ridge that are above 8 is being used on a project, select tal pipe runs feet(2,4 m)does not apply to the AP. the correct sprinkler for each area. • Vertical sprigs have a maximum Coverage Area • Follow the guidelines for each type exposed length of 10 feet (3,05 Coverage area for the BB (Back to of sprinkler. m), the AP Sprinkler is located at Back) Sprinklers is determined by a maximum lateral distance of 12 twice the distance of the furthest • Calculate the sprinkler system in ac- inches(3304,8 mm)from the sprig throw measured along the slope cordance with the appropriate flow centerline, and the sprig is sup- multiplied by the distance along and pressure information provid- ported at the swing joint to the AP the branchline (maximum distance ed in Table A, as well as Figure 20. Sprinkler along branchline is 6 feet[1,8 m] re- There is no interpolation of the flows • A minimum 6 inches (152,4 mm) gardless of the length of the throw). and pressures shown on the chart. deep of non-combustible insulation Note: The distance along the branch- For BB Sprinklers extending 12 inches(304,8 mm)on line may have to be reduced to less (Back to Back Dual Directional) each side away from the centerline than the maximum of 6 feet(1,8 m) to of the CPVC branchline feeding the remain under 400 ft2 (37,2 m2) maxi- Verify framing direction is perpen- AP sprigs (Ref. Figure 17A). If the mum depending on the slope and the dicular to outside wall (Ref. Figure CPVC branchline is located inside span. In no case can the span exceed 12). If not, cover that area with AP the ceiling joist, the joist channel 60 feet (18,3 m) without additional Sprinklers or Standard Spray Sprin- must be covered or filled with a Standard Spray Sprinklers. klers(Ref. Figure 13). minimum of 6 Inches (152,4 mm) Determine the throw needed (see deep of noncombustible insula- Coverage area for the SD(Single Di- spacing requirements in Table A). tion on top of the branchline feed- rectional) Sprinklers is the distance feet over 2 (6,1 m) and up to e 6 0 fe et If over t ing the AP sprigs (Refer to Figure along the branchline multiplied 17B).Insulation is for fire protection by the distance of the throw down K-factor, m) required, use the 60 Sprinklers to reduce purposes. It is not freeze protec- the slope. Regardless of the throw, the pressure required. If pressure tion.Additional depth of non-com- the maximum distance along the t not a concern, use the 5.6 sure bustible insulation may be added branchline is 6 feet(1,8 m),the max- tor, BB Sprinklers to minimize over to reduce the exposed length of the imum throw measured horizontally discharge. AP sprigs. is 40 feet (12,2 m), and the maxi- mum coverage per sprinkler is 400 • If less than 20 feet (6,1 m) is re- • A minimum lateral distance of 18 ft2(37,2 m2). quired, use the 4.2 K-factor, Back inches(450 mm)is maintained be- to Back Dual Directional to minimize tween the CPVC pipe and a heat • Coverage area for the HIP Sprin- pressure and flow requirements producing device such as heat klers is the distance down the larger pumps,fan motors,and heat lamps slope multiplied by two, and multi- Determine the distance along the plied by the distance between the slope. If the distance is not equal, Mismatched Slopes sprinklers as measured along the use the longer side. Multiply the lon- Refer to Figure 10. slope of the hip, ger side by two to determine the • Coverage area for the AP Attic Plus spacing down the slope. Four hun- Obstructions g ( ) dred divided by this value will de- For BB, SD, and HIP, refer to Figure Sprinklers is the distance along the termine the maximum spacing 16. For AP Sprinklers, refer to Figure branchline multiplied by the dis- along the ridge. The maximum spacing 18. BB, SD, HIP, and AP Sprinklers tance between the branchlines.The is- may be installed directly on maximum maximum spacing is 10 feet (31 m) tance is 6 feet (1,8 m). For exam- 2-1/2 inch NPS (DN65) branch lines perpendicular to the slope and 12 ple, a 12:12 slope at the maximum without the need for sprigs. See the feet (3,6 m) parallel to slope, and span of 60 feet(18,3 m)will produce a slope length of approximately 42.5 as measured on the slope. When 2007 edition of NFPA 13, 8.8.5.2 for p requirements when installed on pipe there is more than� one row of AP feet (13,0 m). That number multi- greater than 2-1/2 inch NPS(DN65). Sprinklers, the sprinklers must be plied by two produces an 85 feet staggered per Figure 20-B-3. The (25,9 m)throw. Four hundred square Hydraulic Requirements maximum spacing per sprinkler is feet maximum divided by an 85 feet Refer to Figure 20. 120 ft2(11,1 m2). (25,9 m) throw only allows a 4 feet 8 inches (1,4 m) spacing along the To Determine the Correct Flow and ridge. Using the maximum spacing, Pressure space the sprinklers along the ridge. For BB, SD, or HIP Sprinklers, deter- Avoid obstructions as shown in Fig- mine the roof span (measured hori- ure 16. If necessary, add Model AP zontally)and the slope of the roof,and Sprinklers or Standard Spray Sprin- then refer to Table A. There is no in- terpolation of the flow and pressure bst rucc t maintain coverage around o shown. Round all cases to the next obstructions. TFP61O Page 9 of 28 For SD Sprinklers Care and Limited (Single Directional) • Determine the throw needed. Maintenance Warranty • As the 400 ft2 (37,2 m2) is not a fac- The TYCO Specific Application Sprin- For warranty terms and conditions, for with the SD Sprinklers,the max- klers for Protecting Attics must be visit www.tyco-fire.com. imum spacing is 6 feet (1,8 m) and maintained and serviced in accor- the minimum is 4 feet (1,2 m) (Ref. dance with this section. in Order Figures 2 &11). (The reason 400 ft2 g is not an issue with the single di- Before closing a fire protection system rectional is because, at its max- main control valve for maintenance Procedure imum spacing, 6 feet [1,8 m] on work on the fire protection system that Contact your local distributor for avail- center / covering40 feet 12,2 m it controls, obtain permission to shut [ ] down the affected fire protection s s_ ability. When placing a order, indi- flat / a 12:12 slope / and the throw p y cate the full product name and Part being 56.5 feet [17,2 m], the 400 ft2 tem from the proper authorities and Number(P/N). [37,2 m2] maximum would not be notify all personnel who may be affect- exceeded,) ed by this action. Sprinkler Assemblies with • Avoid obstructions as shown in Fig- The owner is responsible for the in- NPT Thread Connections ure 16. If necessary, add Model AP spection, testing, and maintenance of Specify: Model (specify), (specify) K- Sprinklers or Standard Spray Sprin- their fire protection system and devic- factor, SIN (specify), Specific Applica- klers to maintain coverage around es in compliance with this document, tion Attic Sprinkler, P/N (specify): obstructions. as well as with the applicable stan- dards of the National Fire Protection BB1 (K=B.o), For HIP Sprinklers Association(e.g., NFPA 25),in addition BB2180.................. P/N 51-623-1-200 to the standards of any other authori- ( - ) • Verify framing direction is perpen- ties having jurisdiction.Contact the in- TY4181 ...................P/N 51-621-1-200 dicular to outside wall (Ref. Figure stalling contractor or product manu- 6133(K=8.0), 12). If not, cover that area with AP facturer with any questions. TY4182.................. P/N 51-622-1-200 Sprinklers or Standard Spray Sprin- Automatic sprinkler systems should BBi (K=5.6), klers(Ref. Figure 13) be inspected, tested, and maintained TY3180.................. P/N50-601-1-212 • From the intersection of the top of by a qualified Inspection Service in B132(K=5.6), the hip and the ridge, the maximum accordance with local requirements TY3181.................. P/N 50-602-1-212 distance down the slope of the hip and/or national code. BB3(K=5.6), is 3 feet(0,9 m).Start the layout with Sprinklers that are found to be leaking TY3182.................. P/N 50-603-1-212 the first sprinkler as close to that or exhibiting visible signs of corrosion 13131 (K=4.2), point as possible, but no further, must be replaced. TY2180..................P/N 50-620-1-200 while staying 6 inches (152,4 mm) 13132(K=4.2), away from the face of the truss- Automatic sprinklers must never be TY2181 .................. P/N 50-621-1-200 es. Remember the slope of the hip painted, plated, coated, or otherwise 13133(K=4.2), is not equal to the slope of the roof altered after leaving the factory. Modi- TY2182..................P/N 50-622-1-200 from the ridge to the outside wall. fied sprinklers must be replaced. Continue to space sprinklers down sD1 (K=s.6), the hip at a maximum of 6 feet (1,8 Over-heated solder type sprinklers TY3183...................P/N 50-611-1-212 must be replaced. Bulb-type sprin- SD2 K_5 6 m)on center as measured along the klers that have been exposed to cor- ( ) ....P/N 50-612-1-212 slope of the hip. When the bottom p TY31aa............... rosive products of combustion, but of the hip is encountered, the last SD3K=5 6 have not operated,should be replaced TY3185.................. P/N 50-613-1-212 sprinkler must be within 7-1/2 feet if they cannot be completely cleaned (2,3 m) of the outside wall as mea- by wiping the sprinkler with a cloth or HIP(K=5.6), sured flat (plan view). If this pipe is by brushing it with a soft bristle brush. TY3187.................. P/N 51-620-1-200 "cut to fit", remember to account for the different slopes of the hip Care must be exercised to avoid dam- AP(K=5.6), and the roof, as well as distances age to the sprinklers before, during, TY3190..................P/N 50-625-1-200 measured along the slope verses and after installation. Sprinklers dam- AP(K=4.2), horizontal in plan view must be ac- aged by dropping, striking, wrench TY2190..................P/N 50-624-1-200 counted for. twist/slippage, or the like, must be Sprinkler Wrench replaced. Also, replace any sprinkler • Avoid obstructions as shown in Fig- that has a cracked bulb or that has Specify: W-Type 3 Sprinkler Wrench, ure 16. If necessary, add Model AP lost liquid from its bulb. (Refer to In- P/N 56-895-1-001 Sprinklers or Standard Spray Sprin- stallation Section.) Specify: W-Type 20 Sprinkler Wrench, klers to maintain coverage around P/N 56-000-1-106 obstructions. Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 TFP610 Page 10 of 28 ROOF SPAN 6"(152,4 mm)MAX. ROOF SPAN (COVERAGE) 4"(101,6 mm)MIN. (COVERAGE) FROM WALL DECK SEE FIG.11 AP or STANDARD BACK OBACK � SPRAY SPRINKLER SPR NKER STANDARD SINGLE DIRECTIONAL TRUSS SCISSOR SPRINKLERS 12 TRUSS �j� �f' SEE4-1222"(558,8 mm)MAX. FIG.1116"(406,4 mm)MIN. BOTTOM OF SHEATHINAFTTAIN8"MIN.FULL WALL TO DECKDECK (203,2 mm) i FIGURE 1 FIGURE 2 6'-0"(1,83 m)MAXIMUM 7'-0"(2,1 m)MIN.FOR AP SPRINKLERS 4'-0"(1,22 m)MINIMUM 6'-0-(1,8 m)MINIMUM FOR �� STANDARD SPRAY SPRINKLERS �� ITS BB or SD ATTIC I I \ I I 1�1- AP or STANDARD I I ATTIC I I \ I SPRINKLERS I I RIDGE 11 SPRAY SPRINKLER 11 SPRINKLER I RIDGE II II II II II II II II II II 11 II II II 11 II II 11 11 II II II II II II II II II 11 II II II BRANCH II II II II II BRANCH II 11 II II II LINE II 11 II If II LINE II II II II II II II II II II II II II TRUSS CEILING II II TRUSS CEILING II II II II II II II II II II II II II II II / 11 II n II II / II FIGURE 3 FIGURE 4 22"(558,8 mm)MAX. BB,SD or HIP ATTIC BB,SD or HIP 16"(406,4 mm)MIN. SPRINKLER /// ATTIC -or- STANDARD / SPRINKLER FOR A ROOF PITCH TRUSS 18"MIN. / LESS THAN 4:12(33%). / (457,2 mm) 26'-0"(7,92 m) AP or 12"(304,8 mm)MAXIMUM MINIMUM STANDARD BELOW PEAK AND 1" I/��\�\\ SPRAY (25,4 mm)MINIMUM SPRINKLERS BELOW BOTTOM OF / " \ TOP CHORD OR RAFTER SCISSOR TRUSS �1 FIGURE 5 FIGURE 6 6"(152,4 mm) 6"(152,4 mm) MINIMUM MAXIMUM BB or HIP ATTIC I I BB,SD or HIP I I I \ I I / SPRINKLER I I I I SPRINKLER I I Ili RIDGE I I I I I I a 11 11 22"(558,8 mm)MAX. II II II II II 16"(406,4 mm)MIN. i t i t I I BRANCH I I I I BOTTOM OF SHEATHING 11 11 11 LINE II II II II II II II TRUSS I 11 I I CEILINGdn I I II II II II II II I II II / II FIGURE 7 FIGURE 8 1 TFP610 Page 11 of 28 1 12"MIN:—I+-12'MIN-- SINGLE DIRECTIONAL ATTIC (304.8 ruin) IF (304.8 mm) L SPRINKLERS AS SPRINKLER I APPROPRIATE FOR PROTECTED RESPECTIVE SLOPE SPACE 6"MIN. (152,4 mm) DRAFT CURTAIN 8"MIN. (SHOWN) / \\ (203,2 mm) S OR FULL WALL � ( - TO ROOF DECK /�1 CEILING NON-COMBUSTIBLE +I JOIST INSULATION FOR FIRE PROTECTION OF CPVC CPVC PIPE CEILING PIPE,NOT FREEZE /^ &FITTINGS SPRINKLER PROTECTION Z WHEN ANGLE"A"DOES EL FIGURE 9A NOT EQUAL ANGLE"B" FIGURE 10 PERMITTED USE OF ATTIC SPRINKLERS FOR MISMATCHED SLOPES NON-COMBUSTIBLE INSULATION ATTIC AP or STANDARD FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER SPRAY SPRINKLER / NOT FREEZE PROTECTION PROTECTED COVERAGE ON SLOPE OPTION A / OPTION B SPACE BB,SD or HIP —M—COVERAGE ON 6 IN. HORIZONTAL "M (152,4 mm)� CPVC PIPE CEILING JOIST &FITTINGS SPRINKLER r.Fu wr FIGURE 9B CEILING ROOF JOIST NON-COMBUSTIBLE INSULATION ATTIC JOIST OR TOP CHORD FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER NOT FREEZE PROTECTION PROTECTED AP or STANDARD SPACE SPRAY SPRINKLER COVERAGE ON SLOPE VERTICAL BB,SD or HIP RISE /_COVERAGE ON MAXIMUM HORIZONTAL 6"MIN. 2"(50 mm)VENT (152,4 mm) PERMITTED TOP OF CEILING INSULATION JOIST COLIN ELEVATION CPVC PIPE CHANGE &FITTINGS CEILING FIGURE 9C NON-COMBUSTIBLE ROOF JOIST FIGURE 9 INSULATION OR TOP CHORD NON-COMBUSTIBLE INSULATION FIGURE 11 FOR THE PROTECTION OF CPVC PIPE COVERAGE STARTING POINT AT EAVE TFP610 Page 12 of 28 T-6"(2,3 m)MAX.HORIZONTAL SEE FIG.11 1 1 1 1 1 1 1 1 1 1 1 1 1 HIP SPRINKLERS BACK PROTECT AREA ON ___I 1 1 1 1 1 1 1 ( 1 1 1 TO BACK I I I I I I I I I I I FIGURE 12 BOTH SIDES OF --- I I I I I I 1 1 1 1 SPRINKLERS HIP RIDGE -_--- I I I I I I I I I HIP ROOF INSTALLATION 11 1 1 1 1 1 1 1 1 WITH RAFTERS FRAMED RAFTERS IN HIP SLOPE -_-HIP--- AREA PERPENDICULAR PERPENDICULAR TO TO OUTSIDE WALL - SLOPE ___ I I 1 I 1 I SLOPE ROOF OUTSIDE WALL I I I I (SHOWN WITH HIP _-_-__ 1 i ' I I I I SPRINKLERS PROTECTING OUTSIDE ----- I 1 1 1 1 1 1 1 1 RIDGE LINE HIP SLOPE&ADJACENT MAXIMUM WALL AREAS TO HIP SLOPE) 28'-0"(6,5 m) HORIZONTAL HIP _ 11 I I I I 1 1 I 1 I RIDGES i l l l i YI I I I I I I I 1 1 1 1 1 1 1 1 SEE FIG.11 6'-0"(1,8 m)MAX. 3'-0"(0,9 m) 3'-0"(0,9 m)MIN. MAX.ON ON HIP SLOPE HIP SLOPE FIGURE 13A 6'-0"(1,8 m)MAX. 6'-0"(1,8 m)MAX. HIP ROOF INSTALLATION WITH TRUSSES FRAMED STANDARD SPRAY PARALLEL TO OUTSIDE WALL SPRINKLERS INSTALLED SHOWN WITH STANDARD PER NFPA 13 IN HIP SLOPE I I BACK ( AREA WHEN TRUSSES 1 TO BACK SPRAY OR AP SPRINKLERS IN ARE FRAMED PARALLEL I I I I SPRINKLERS HIP SLOPE) TO OUTSIDE WALL I I I 1 I l l y t WHERE AN AREA TRUSSES IN HIP SLOPE AREA —� I HIP I I (SHOWN NON-SHADED) PARALLEL TO OUTSIDE WALL I� I SLOPE I I ROOF IS PROTECTED 11 I I I I I SLOPE WITH AP SPRINKLERS, CPVC MAY BE MAXIMUM OUTSIDE WALL 1 I I USED FOR CEILING 1 I I I RIDGE LINE 40'-0"(12,2 m) SINGLE PROTECTION BELOW HORIZONTAL 3'-0"(0,9 m) DIRECTIONAL `` I (SEE PAGE 6) ROOF SPAN SPRINKLERS r I MAX.ON (COVERAGE) I HIP SLOPE HIP RIDGES 3'0"(.ON—/ m) MAX.O x CPVC PIPE MAY BE USED IN SHADED AREA ONLY HIP SLOPE FOR CEILING PROTECTION BELOW(SEE PAGE 6) STANDARD SPRAY f 6'-0"(1,8 m)MAX. SPRINKLERS INSTALLED PER NFPA 13 IN HIP SLOPE I 1 I I AREA WHEN TRUSSES 1 1 1 1 ARE FRAMED PARALLEL 1 1 i l l l l BACK TO OUTSIDE WALL I I I I TO BACK I I I lei I SPRINKLERS FIGURE 13B I I I I I I HIP ROOF INSTALLATION TRUSSES IN HIP SLOPE AREA I I �i I I l WITH TRUSSES FRAMED PARALLEL TO OUTSIDE WALL —� :SLOW I I I 1SLOPEI I ROOF PARALLEL TO OUTSIDE WALL OUTSIDE WALL 1 f I I SLOPE (SHOWN WITH STANDARD 1 1 1 1 1 1 SPRAY OR AP SPRINKLERS WHERE AN AREA I 11 I I I IN HIP SLOPE&ADJACENT (SHOWN NON-SHADED) I I I 1 I RIDGE LINE AREAS TO HIP SLOPE) WITIS H PROTECTED H AP SPRINKLERS, CPVC MAY BE I I I I USED FOR CEILING I I 1 PROTECTION BELOW (SEE PAGE 6) CPVC PIPE MAY BE USED IN SHADED AREA ONLY HIP RIDGES FOR CEILING PROTECTION BELOW(SEE PAGE 6) TFP610 Page 13 of 28 Attic Spaces Greater Than 60 Feet(18,3m) up to 80 Feet(24,4m)Wide, (Ref. Figures 14&15) Only 8.0 K, BB Sprinklers in conjunction with AP Sprinklers or Standard Spray Sprinklers can be used to protect attics up to 80 feet(24,4 m)wide. NOTE Attics over 80 feet (24,4 m)wide must use Standard Spray Sprinklers throughout because Attic Sprinklers have not been tested in this scenario. For single ridge construction (Ref. Figure 14A&1413), use 8.01K, BB Sprinklers to protect the center portion.AP Sprinklers (Ref. Fig. 14A) or Standard Spray Sprinklers (Ref. Fig. 1413) are then used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 60 foot(18,3 m)span of the 8.OK, BB Sprinklers. For hip roof construction (Ref. Figure 15), use 8.OK, BB Sprinklers in the center portion and HIP Sprinklers can be located down the entire hip.AP Sprinklers or Standard Spray Sprinklers are then used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 60 foot (18,3 m) span of the 8.01K, BB Sprinklers, and the maximum allowable horizontal coverage of the HIP Sprinklers. SEE FIG.11 SEE FIG.11 SD SPAN (TABLE A) BB SPAN (TABLE A) AP 10'-0"MAX. SPRINKLERS 10'-0"MAX. (3,05 m) BB ATTIC SPACED (3,05 m) AP 6'-0" SPRINKLER 8'-0"(2,4 m) AP SPRINKLER 6'-0" SD ATTIC SPRINKLER (1,83 m) TO ZCOVERA3Xm� SPRINKLER COVERAGE MAX. / ON CENTER g/ ON CENTER6'-0"MAX. AP (1,83 m) SPRINKLERS 6'-0*MAX. 4'-0"MIN. SPACED (1,83 m) (1,22 m) 8'-0"(2,4 m) 4'-O"MIN. TO b (1 22 m) ONOCENTER FIGURE 14A FIGURE 14B 10'-0" HIP BACK (3,0 m) SPRINKLERS TO BACK SPRINKLERS HIP RIDGES 10'-0" (3,0 m) AP _ RIDGE SPRINKLERS AT THE EAVES '- LINE PERIMETER I HIPI`-` ROOF PROTECTION SLOPE SLOPE AREA BB SPAN (TABLE A) ---- - -- 101-0" (3,0 m) CPVC PIPE MAY BE USED IN SHADED 7'-0"to 10'-0" AREA FOR CEILING (2,1 m to 3,0 m) PROTECTION BELOW ON CENTER FOR (SEE PAGE 6) AP SPRINKLERS FIGURE 15 TFP610 Page 14 of 28 BB ATTIC BB ATTIC 3-1/2"MIN. SPRINKLER ANY SPRINKLER (88,9 mm) 36" IN. DISTANCE AIR SPACE (914,4 mm) NO ` \ GREATER \` 6"MAX. THAN 6" ADDITIONAL SPRINKLER (152,4 mm) (152,4 mm) REQUIRED ADDITIONAL AP OR STANDARD SPRAY ` N� SPRINKLER REQUIRED (LOCATE PER FIGURE 14A OR 14B) FIGURE 16A FIGURE 16B There can be a maximum 6 inch (152,4 mm) high Horizontal Obstruction as long as it is 36 inches (914,4 mm), measured vertically, below the Attic Sprinkler. If the obstruction is closer or larger,there must be a sprinkler on the other side of the obstruction. Reference Figures 16A and 16B. This criteria does not limit the top chord of the trusses or the depth of the rafter, but does limit the obstructions that run across the trusses or rafters. BB ATTIC Dimension A Distance B Additional SPRINKLER Sprinkler Maximum Minimum Required 6"It 52,4 mm) 36"(914,4 mm) Horizontal Horizontal Beyond MINIMUM MINIMUM Dimension of Distance to Obstruction NO Obstruction Obstruction ADDITIONAL SPRINKLER All Vertical Obstructions <6"(152,4 mm) YES REQUIRED � 1/2"-1"(12,7 mm-25,4 mm) 6"(152,4 mm) NO ® § 1"-4"(25,4 mm-101,6 mm) 12"(304,8 mm) NO yl I 4'-0"(1,2 m) 4"-8"(101,4 mm-203,2 mm) 24"(609,6 mm) NO MAXIMUM 8"-10"(203,2 mm-254,0 mm) 5'0"(1,52 m) NO FIGURE 16C 1 W-20"(254,0 mm-508,0 mm) 10'-0"(3,05 m) NO LESS THAN BB ATTIC 20"-30"(508,0 mm-762,0 mm) 15'-0"(4,57 m) NO 6"(152,4 mm) SPRINKLER 30"-40"(762,0 mm-1016,0 mm) 20'-0"(6,10 m) NO 36" mm) - 06, mm- 219,2 mm 25-0" 62 m ADDITIONAL AP MINIMUM 40"48" 110 1 UM ( ) ' 7( � ) NO OR STANDARD SPRAY >48"(1219,2 mm) Any Distance YES SPRINKLER(S) REQUIRED(LOCATE/A PER FIGURE 14A OR 14B) GREATER THAN A� DIMENSION A b 4'-0"(1,2 m) $\ PER TABLE DIMENSION B l0 FIGURE 16D PER TABLE �-�-I ADDITIONAL AP If the Horizontal Obstruction is below the sprinkler, there OR STANDARD SPRAY p ` SPRINKLER REQUIRFn must be 6 inches (152,4 mm) clearance over the top of the (LOCATE PER FIGURE obstruction, and the obstruction must be 4 feet (1,2 m) or 14A OR 14B) less in width to allow water to pass both over and under the obstruction. The clearance is measured perpendicular to and from the bottom of the rafter. If there is not 6 inches FIGURE 16E (152,4 mm) of clearance above the obstruction, a sprinkler For Vertical Obstructions, the maximum dimension of the must be located on the other side of the obstruction. If the obstruction is its width and the horizontal distance away obstruction is greater than 4 feet(1,2 m)in width,a sprinkler from the obstruction is measured horizontally. must be added below the obstruction. Reference Figures 16C and 16D, where the maximum spacing for AP Sprin- klers is 12 feet (3,7 m) and Standard Spray Sprinklers is 15 feet(4,6 m). FIGURE 16(1 OF 2) OBSTRUCTIONS TO WATER DISTRIBUTION- BB, SD&HIP (Obstructions to Water Distribution for Attic Sprinklers Differ from Standard Sprinklers as Shown) TFP610 Page 15 of 28 Figure 16F Figure 16G Area Outside of Mechanical Space Piggyback or Similar Compartmental Space Trusses When a BB Sprinkler is 36 inches(914,4 mm)or greater When a BB Sprinkler can be installed below or between above the space,and 36 inches(914,4 mm)or greater stiffeners and maintain the 16 to 22 inch (404,4 to 558,8 clearance above the space is present,additional Sprinklers mm)distance to the peak, as well as the"V" and"H"clear- are not needed. ance to the stiffeners,additional sprinklers are not required. When a BB Sprinkler is a 36 inches(914,4 mm)or greater When the stiffeners are located a minimum of 12 inches above the space,and a 12 to 36 inches(304,8 mm to 914,4 (304,8 mm) below the BB Sprinkler, the stiffeners are 7-1/2 mm)clearance above the space is present, Intermediate inches(190,5 mm) maximum in width, the openings are 12 Level Standard Sprinklers are to be installed to protect the inches (304,8 mm) minimum, and there is 70% minimum obstructed area. open area, additional sprinklers are not required. Otherwise,the area beyond the mechanical space is to be Otherwise,additional sprinklers are required as shown. protected as shown by installing Standard Spray Sprin- klers as necessary — OR — by constructing a shear wall H and installing SD Sprinklers. v 681 BB2 13133 Note:In all cases,the mechanical space or similar compart- ® 0• 01 01 0. mented space is to be sprinklered per its respective hazard rating and separated from the light hazard attic space by V>0" V+15" V+10" V+8" construction that has a fire resistance rating based on the water supply duration required for the hazard rating within BOTTOM STIFFENERS the mechanical space or similar compartmented space. PLANE OF STIFFENERS •V. 22"(558,8 mm)MAX. BB ATTIC 16"(406,4.mm)MIN. SPRINKLER II 36"(914XATMEmRl) 4 O \ I NO 1 ADDITIONAL \VI— O (GRE mm) SPRINKLERS OR GREATER REQUIRED TOP OF BB ATTIC STANDARD MECHANICAL DEFLECTOR SPRINKLER SPRAY SPRINKLER SPACE BB ATTIC 70%MINIMUM SPRINKLER OPEN AREA ' (101,6 mm)TO STIFFENERS / 6"(152,4 mm)TYP. 12"(304,8 mm)TO 36"(914.4 mm) 3-1/2"MIN. \ 12"MIN. 3 AIRSPACE (914,4 mm) OR GREATER (88.9 mm) (304,8 mm) INTERMEDIATE �. LEVEL BB ATTIC STANDARD SPRAY /\ SPR\\ER SPRINKLER /A ® 7-1/2"MAX. 12"MIN. STANDARD MECHANICAL 4"(101,6 mm)TO (190,5 mm) (304,8 mm) SPRAY SPRINKLER SPACE 6"(152,4 mm)TYP. BB ATTIC LESS THAN BB ATTIC SPRINKLER OR 70%OPEN AREA, SPRINKLER STANDARD SPRAY OPENINGS LESS THAN STANDARD SPRINKLER 12"(304,8 mm)WIDE, SPRAY SPRINKLER OR STIFFENERS LESS THAN INTERMEDIATE GREATER THAN 12"(304,8 mm) LEVEL 7-1/2"(190,5 mm) STANDARD WIDE SPRINKLER MECHANICAL SPACE �Ir44 PROTECT WITH ADD SHEAR WALL AND STANDARD SPRAY -OR- PROTECT WITH SINGLE SINGLE INSTALL SINGLE SPRINKLERS DIRECTIONAL SPRINKLERS DIRECTIONAL DRAFT CURTAIN DIRECTIONAL SPRINKLER OR FULL WALL SPRINKLER FIGURE 16(2 OF 2) OBSTRUCTIONS TO WATER DISTRIBUTION— BB,SD&HIP (Obstructions to Water Distribution for Attic Sprinklers Differ from Standard Sprinklers as Shown) TFP610 Page 16 of 28 T 0"MAX.I AP AP (0,9 m) SPRINKLER SPRINKLER AP AP SPRIG SPRIG 10'0"MAX. N. FIGURE 17A 152,4Imm) (3'0 m) 152,41mm) EXPOSED CPVC JOIST ( JOIST WITH AP SPRINKLERS AND BRANCHLINE OVER JOISTS I�12"MIN. /12"MIN. I I�12'MIN. 1-1 12"MIN.-_j (304.8 mm) / (304,8 mmj (304,8 mmj/ (304,8Tmm) NON-COMBUSTIBLE NON-COMBUSTIBLE 1 INSULATION FOR FIRE INSULATION FOR FIRE 111 PROTECTION OF CPVC CEILING PROTECTION OF CPVC CEILING PIPE,NOT FREEZE PIPE,NOT FREEZE PROTECTION PROTECTION OPTION A OPTION B 3'-0"MAX, qp IAP N (0,9 m) SPRINKLER SPRINKLER 1� AP 10'-0"MAX. AP LSPRIG (3,0 m) SPRIG FIGURE 176 EXPOSED CPVC WITH AP SPRINKLERS AND JOIST JOIST BRANCHLINE WITHIN JOISTS 6"MIN. NON-COMBUSTIBLE 6"MIN. NON-COMBUSTIBLE (152,4 mm) INSULATION FOR FIRE (152,4 mm) INSULATION FOR FIRE PROTECTION OF CPVC PROTECTION OF CPVC PIPE,NOT FREEZE PIPE,NOT FREEZE CEILING PROTECTION CEILING PROTECTION OPTION A OPTION B OBSTRUCTION OBSTRUCTION qp AI I SPRINNKLER C AP C • SPRINKLER Az3Cor3D -�I D I'F_ A<24"(609.6 mm) _ 4 p �-A-� (Use dimension C or D, ""III whichever is greater) ELEVATION VIEW PLAN VIEW Minimum Horizontal Vertical Distance Distance FIGURE 18 Below Deflector OBSTRUCTIONS TO WATER (A) A DISTRIBUTION FOR (51 3" MODEL AP SPRINKLERS A-►1 (>6" o" (7s,2 mm) to 9" q" (>152,4 mm to 228,E mm) (101,6 mm) B >9"to 12" 6" T (>228,6 mm to 304,8 mm) (88,9 mm) I+ AP >12'tn 19" µ" SPRINKLER (>304,8 mm to 381,0 mm) (203,2 mm) >15'to 18" 9-1/2" OBSTRUCTION (>381,0 mm to 457,2 mm) (241,3 mm) >18"to 24" 12-1/2" (>457,2 mm to 609,E mm) (317,5 mm) >24"to 30" 15-112" (>609,6 mm to 762,0 mm) (393,7 mm) >30" 18" (>762,0 mm) (457,2 mm) TFP610 Page 17 of 28 \� A=6"(150 mm)MAX. \A B=12"(300 mm)MAX. A i B A ANGLE SPRIG B ARMOVER SPRIG i ARMOVER BRANCHLINE BRANCHLINE VERTICAL SPRIG DIRECT MOUNT VERTICAL RISER VERTICAL RISER FIGURE 19 EXPOSED CPVC WITH BB, SD,AND HIP SPRINKLERS HYDRAULIC CALCULATIONS Attic sprinklers must be calculated in conformance with these guidelines. In all cases, the design area shall include the most hydraulically demanding sprinklers. More than one set of calculations may be required to prove different situations. For individual areas requiring more than four AP Sprinklers,the maximum area of attic protected by AP Sprinklers is lim- ited to 3000 ft2(279 m2)in any single area.Areas must be separated by a minimum of 15 feet(4,6 m) by an area protected by BB, SD,or HIP Sprinklers, in order to be considered separate areas. The hydraulic calculations have been divided into three parts as follows: • FIGURE 20-A:"Attics Protected Entirely By BB,SD,and HIP Attic Sprinklers". 20-A-1 (Page 18)BB Sprinklers 20-A-2(Page 18)BB and HIP Sprinklers 20-A-3(Page 19)BB and SD Sprinklers 20-A-4(Page 19)SD Sprinklers 20-A-5(Page 19)SD and HIP Sprinklers 20-A-6(Page 19)HIP Sprinklers • FIGURE 20-13:"Attics Protected With A Mixture Of BB.SD,and HIP Attic Sprinklers And AP Sprinklers". 20-B-1 (Page 20)SD Sprinklers&AP Sprinklers At The Ridge 20-B-2(Page 20)BB Sprinklers&AP Sprinklers At The Eaves or Beyond An Obstruction 20-B-3(Page 21) BB Sprinklers&AP Sprinklers At The Hip 20-B-4(Page 21)BB Sprinklers,SD Sprinklers, HIP Sprinklers,&AP Sprinklers At The Hip 20-B-5(Page 22) BB,SD,or HIP Sprinklers&AP Sprinklers in a Dormer,at a Cross,or at an Ell 20-B-6(Page 22)BB,SD,or HIP Sprinklers&AP Sprinklers Separated By Compartmentalization • FIGURE 20-C: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And Standard Spray Sprinklers". 20-C-1 (Page 23)SD Sprinklers&Standard Spray Sprinklers At The Ridge 20-C-2(Page 23) BB Sprinklers&Standard Spray Sprinklers At The Eaves or Beyond An Obstruction 20-C-3(Page 24)BB Sprinklers&Standard Spray Sprinklers At The Hip 20-C-4(Page 25)BB Sprinklers,SD Sprinklers, HIP Sprinklers,&Standard Spray Sprinklers At The Hip 20-C-5(Page 26)BB,SD,or HIP Sprinklers&Standard Spray Sprinklers in a Dormer,at a Cross,or at an Ell 20-C-6(Page 26)BB,SD,or HIP Sprinklers&Standard Sprinklers Separated By Compartmentalization MODEL BB MODEL SD MODEL AP BACK TO BACK 19 SINGLE DIRECTIONAL ! MODEL HIP • OR STANDARD SPRAY FIGURE 20 HYDRAULIC CALCULATIONS TFP610 Page 18 of 28 FIGURE 20-A-1.BB SPRINKLERS • Wet Systems — Calculate the most demanding five sprinklers. RIDGE • Dry Systems — Calculate the most demanding seven sprinklers (see adjacent figure). DRY SYSTEM SHOWN i FIGURE 20-A-2. BB AND HIP SPRINKLERS ` • Wet Systems — Calculate the most de- manding five sprinklers. • Dry Systerns — Calculate lire must de- DRY SYSTEM SHOWN manding seven sprinklers, and then calcu- late the most demanding contiguous nine - sprinklers with a maximum of seven to be BB Sprinklers (see adjacent figures). Use the most demanding calculation. ?� P" DRY SYSTEM SHOWN TFP610 Page 19 of 28 FIGURE 20-A-3. BB AND SD SPRINKLERS _lam OBSTRUCTION • Wet Systems — Calculate the most de- manding five BB Sprinklers plus two SD RIDGE Sprinklers. • Dry Systems — Calculate the most de- manding seven BB Sprinklers plus up to two SD Sprinklers(see adjacent figure). DRY SYSTEM SHOWN FIGURE 20-A-4. SD SPRINKLERS RIDGE • Wet Systems — Calculate the most de- manding five SD Sprinklers. _ _ • Dry Systems — Calculate the most de- WALL OR manding nine SD Sprinklers (see adja- DRAFT CURTAIN cent figure). AT RIDGE DRY SYSTEM SHOWN y�A FIGURE 20-A-5. SD AND HIP SPRINKLERS RIDGE • Wet Systems — Calculate the most de- _ _ • : _ 9 _ : : manding five sprinklers. • Dry Systems —Calculate the most demand- ing nine sprinklers with a maximum of seven - WALL OR DRAFT CURTAIN to be SD Sprinklers(see adjacent figure). AT RIDGE DRY SYSTEM SHOWN y�Q ��Q FIGURE 20-A-6. HIP SPRINKLERS • Wet Systems — Calculate the most de- manding five sprinklers (see adjacent fig- ure). y�A • Dry Systems — Calculate the most de- manding nine sprinklers. WET SYSTEM SHOWN TFP610 Page 20 of 28 FIGURE 20-B-1. SD SPRIN- KLERS&AP SPRINKLERS AT THE RIDGE ' a g $ i ! i t • Wet Systems — Calculate the RIDGE most demanding five sprinklers of one type. Use the most de- manding calculation. i ; i i i i i i i i t i i • Dry Systems — Calculate the WALLS OR most demanding nine SD Sprin- DRAFT klers,and then calculate the most CURTAINS DRY SYSTEM SHOWN demanding seven AP Sprinklers. Use the most demanding calcu- lation (see adjacent figure). RIDGE DRY SYSTEM SHOWN FIGURE 20-B-2. BB OR SD SPRINKLERS&AP SPRIN- KLERS AT THE EAVES OR • • OBSTRUCTION BEYOND AN OBSTRUCTION • Wet Systems — Calculate the - RIDGE most demanding five BB or SD 4---4.--+— Sprinklers plus up to two most demanding AP Sprinklers. • Dry Systems — Calculate the I most domanding sovon BB or SD Sprinklers plus up to two most demanding AP Sprinklers (see DRY SYSTEM SHOWN adjacent figures). I i it i i:. i _ ` i A i DRY SYSTEM SHOWN TFP610 Page 21 of 28 FIGURE 20-B-3. AREA 2 AREA 1 AREA 3 BB SPRINKLERS&AP SPRIN- --I WITH AP WITH BB -I WITH AP Ir KLERS AT THE HIP S PRNKLERS S PRNKLERS S PRNKLERS Where the total number of AP Sprinklers at the hip is greater than STAGGERED • • i • - four: SPACING WHEN MORE THAN • • i i • • • Wet Systems — Calculate the ONE ROW • i i • most demanding five BB Sprin- ' klers plus the two most demand- • • • • ing AP Sprinklers, and then cal- I • ; ; • culate the most demanding area up to 1500 ftz (137 mz) having AP • • i i • • Sprinklers(e.g.,Area 2 in adjacent • • i ; • • upper figure). Use the most de- manding calculation. MINIMUM • Dry Systems — Calculate the SEPARATION most demanding seven BB Sprin- 15'-0"(4,6 m) klers plus the two most demand- ing AP Sprinklers, and then cal- culate the most demanding area up to 1950 ftz (181 mz) having AP Sprinklers(e.g.,Area 2 in adjacent upper figure). Use the most de- manding calculation. FIGURE 20-B-4. BB SPRIN- KLERS,SD SPRINKLERS, HIP SPRINKLERS, &AP SPRIN- KLERS AT THE HIP WALL OR •"„A, Where the total number of AP DRAFT « Sprinklers at the hip is four or less: CURTAIN « • RIDGE • Wet Systems — Calculate the r most demanding five BB, SD, or HIP Sprinklers plus up to two « most demanding AP Sprinklers. • Dry Systems — Calculate the most demanding nine BB, SD, DRY SYSTEM SHOWN or HIP Sprinklers plus up to two most demanding AP Sprinklers (Of the nine BB,SD,or HIP Sprin- AREA 2 AREA 1 AREA 3 klers, calculate u to a maximum WITH E WITH K E SD WITH E P SPRINKLERS SPRINKLERS SPRINKLERS of seven BB Sprinklers, see adja- cent upper figure). Where the total number of AP Sprinklers at the hip is greater than four: — -r • Wet Systems — Calculate up to the most demanding five BB, SD, or HIP Sprinklers plus the two most demanding AP Sprinklers, and then calculate the most de- manding area up to 1500 ftz (137 m2) having AP Sprinklers(e.g., Area 2). Use the most demanding MINIMUM CaICUIatIOn. SEPARATION 15'-0"(4,6 m) • Dry Systems — Calculate up to the most demanding nine BB, SD,or HIP Sprinklers plus the two most demanding AP Sprinklers, and then calculate the most de- manding area up to 1950 ftz (181 mz) having AP Sprinklers (e.g., Area 2). Use the most demanding calculation. TFP610 Page 22 of 28 AP • SPRINKLERS (4 OR LESS) FIGURE 20-B-5.BB, SD, OR HIP = SPRINKLERS&AP SPRINKLERS IN A DORMER,AT A CROSS,AT ., A HIP, OR AT AN ELL Where the quantity of AP Sprin 40 - klers in each dormer, cross, or ell is four or less (see adjacent fig 40 - ure) and all of the dormers, cross 7 - es and ells meet the maximum four AP AP Sprinkler criteria, calculate the SPRINKLERS BB, SD, or HIP Sprinkler demand (4ORLESS) 40 as described in Part A-1 thru A-6 or Part B-1 thru B-4, plus up to two of 00 the most demanding AP Sprinklers in the dormer, cross, or ell that is • adjacent to the BB, SD, or HIP • Sprinklers that are being included in the demand calculation. Where the quantity of AP Sprin- klers in any dormer, cross, or ell • is greater than four, refer to Figure B-3. AP AP SPRINKLERS SPRINKLERS (4 OR LESS) (4 OR LESS) • FIGURE20-B-6. BB,SO, OR HIP SPRINKLERS&AP SPRINKLERS • • SEPARATED BY • COMPARTMENTALIZATION • • Wet Systems — Calculate the • • RIDGE BB, SD, or HIP Sprinkler de- • mand as described in Part A-1 • • thru A-6 or Part B-1 thru B-4, • WALL and then calculate the most de- • manding area up to 1500 ft2 • • (137 m2) having AP Sprinklers. Use the most demanding cal- DORMER culation (see adjacent figure). • •stems — Calculate the BUILT ON TOP • Dry Systems OF ROOF OR BB, SD, or HIP Sprinkler de- SHEATHING mand as described in Part A-1 RIDGE thru A-6 or Part B-1 thru B-4, and then calculate the most de- manding area up to 1950 ft2 (181 m2) having AP Sprinklers. Use the most demanding cal- culation (see adjacent figure). TFP610 Page 23 of 28 FIGURE 20-C-1.SD SPRINKLERS& p STANDARD SPRAY SPRINKLERS AT THE RIDGE ! i i • Wet Systems — Calculate the most demanding fivesprinklers of one type. RIDGE Use the most demanding calculation. I • Dry Systems — Calculate the most demanding nine SD Sprinklers, and OR then calculate the most demand- WALLS T in seven Standard Spray Sprinklers. DRAFT 9 P Y P CURTAINS Use the most demanding calculation DRY SYSTEM SHOWN (see adjacent figures). FIGURE 20-C-2. BB SPRINKLERS &STANDARD SPRAY SPRINKLERS = BEYOND AN OBSTRUCTION • • • 013STRUCTION • Wet Systems — Calculate the most demanding five BB Sprinklers plus RIDGE up to two most demanding Standard Spray Sprinklers. • Dry Systems — Calculate the most -' demanding seven BB Sprinklers plus ? up to two most demanding Stan- dard Spray Sprinklers (see adjacent DRY SYSTEM SHOWN figures). TFP610 Page 24 of 28 FIGURE 20-C-3.BB SPRINKLERS FIRST CALCULATION &STANDARD SPRAY SPRIN- KLERS AT THE HIP • • Where the total number of standard • spray sprinklers at the hip is greater • than four: • • RIDGE °" • Wet Systems - Calculate the most demanding five BB Sprinklers plus • • - up to two most demanding Stan- •` dard Spray Sprinklers, and then • calculate the most demanding re- • " -'_4 mote design area (including all sprinkler types) per NFPA 13 (i.e., DRY SYSTEM SHOWN area reduction for quick response and 30% increase for sloped ceil- SECOND CALCULATION ings). Use the most demanding calculation. • • • Dry Systems - Calculate the most • • demanding seven BB Sprinklers plus up to two most demanding RIDGE Stand Spray Sprinklers, and then 20 -4- 0 calculate the most demanding de-sign area (including all sprinkler zszz>SQ.FT.types) per NFPA 13 (i.e., 30% in-crease for sloped ceilings and 30% increase for dry systems). Include - �—' all sprinkler types within this area DRY SYSTEM SHOWN (see adjacent figure). Use the most NOTE: demanding calculation. Dry Pipe=1500 SQ.FT. (NFPA Light Hazard)x 1.3 x 1.3=2535 SQ.FT. TFP610 Page 25 of 28 FIGURE 20-C-4. BB SPRINKLERS,SD WALL OR SPRINKLERS, HIP SPRINKLERS, & DRAFT N i STANDARD SPRAY SPRINKLERS CURTAIN AT THE HIP • 1—-♦--9- --� ---i--- - -0 N Where the total number of Standard • Spray Sprinklers at the hip is four or less: • Wet Systems - Calculate the most demanding five BB, SD, or HIP Sprin- klers plus up to two most demanding DRY SYSTEM SHOWN Standard Spray Sprinklers. • Dry Systems - Calculate the most de- manding nine BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers(Of the nine BB,SD, or HIP Sprinklers, calculate up to a maximum of seven BB Sprinklers, see adjacent upper figure). FIRST CALCULATION Where the total number of standard spray sprinklers at the hip is greater than ' four: • Wet Systems - Calculate the most • • RIDr;i demanding five BB, SD, or HIP Sprin- • gyp. _�y__. _ klers plus up to two most demanding Standard Spray Sprinklers, and then • ® calculate the most demanding remote /1 design area (Including all sprinklers • types)per NFPA 13(i.e.,area reduction - for quick response & 30% increase for sloped ceilings). Use the most de- DRY SYSTEM SHOWN manding calculation. • Dry Systems - Calculate the most de- SECOND CALCULATION manding nine BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers (Of the nine BB,SD, or HIP Sprinklers, calculate up to a maximum of seven BB Sprinklers, H1DO� see adjacent upper figure), and then •' calculate the most demanding design area (including all sprinkler types) per z535sQ.Fr. NFPA 13 (i.e., 30% increase for sloped • • ceilings & 30% increase for dry sys- tems). Include all sprinklers types with- in this area(see adjacent figure). DRY SYSTEM SHOWN NOTE: Dry Pipe=1500 SO.FT. (NFPA Light Hazard)x 1.3 x 1.3=2535 SQ.FT. TFP610 Page 26 of 28 STANDARD SPRAY • SPRINKLERS (4 OR LESS) FIGURE 20-C-5. BB, SD, OR HIP SPRINKLERS&STANDARD SPRAY SPRINKLERS IN A DORMER,AT A « CROSS,AT HIP, OR AT AN ELL Where the quantity of standard spray sprinklers in each dormer, cross, or ell is four or less (see adjacent figure) and all of the dormers, crosses and ells meet the maximum four standard STANDARD SPRAY sprinkler criteria, calculate the At- SPRINKLERS tic Sprinkler demand as described in (4 OR LESS) Part A-1 thru A-6 or Part B-1 thru B-4, plus up to two of the most demand- ing standard spray sprinklers in the • dormer,cross,or ell that is adjacent to the Attic Sprinklers that are being in- • cluded in the demand calculation. Where the quantity of standard spray sprinklers in any dormer, cross, or ell • is greater than four, refer to Figure C-3. } STANDARD SPRAY •'1- STANDARD SPRAY SPRINKLERS SPRINKLERS (4 OR LESS) (4 OR LESS) • • i RIDGE FIGURE 20-C-6.BB, SD, OR HIP • SPRINKLERS&STANDARD SPRIN- • KLERS SEPARATED BY COMPART- WALL MENTALIZATION • • Calculate the Attic Sprinkler demand as described in Part A-1 thru A-6 or • • , Part C-1 thru C-4, and then calculate DORMER the Standard Spray Sprinklers per BUILT ON TOP OF ROOF OR NFPA 13. Use the most demanding SHEATHING calculation(see adjacent figure). RIDGE TFP610 Page 27 of 28 12 12� MODEL AP SPRINKLERS WET PIPE SYSTEM 100'(25,4 m) I (Ref. Figure 20-B-3) (5�°m) 60'(15,2 m) —{ (520m) I.— Calculation 1: _ I Calculate the most demanding five } BB Sprinklers plus the two most de- 1 i• manding AP Sprinklers. 40' • Calculation 1 Calculation 2: (10,2 m) • ' ;; Calculate the most demanding area • �' ;• up to 1500 ft2 having AP Sprinklers. L ' In this case the design area will be 800 ft2(40 ft.x 20 ft.) 100'(25,4 m) Use the most demanding calculation 20' 60'(15,2 m) — 20' (i.e., for proving the adequacy of the (5,1 m) �~ (5,1 m) f water supply). �•' • Where AP Sprinklers are utilized, CPVC pipe may be used to supply 40' i • the AP Sprinklers,as well as the ceil- (10,2 m) Calculation 2 ing sprinklers below the AP Sprin- klers(See Page 6). Ll 12 STANDARD SPRAY SPRINKLERS 12 WET PIPE SYSTEM (Ref.Figure 20-C-3) Calculation 1: 100'(25,4 m) Calculate the most demanding five 60'(15,2 m) —{ (520' BB Sprinklers plus the two most de- .1 Standard Spray Sprinklers. � •. t , • Calculation 2: • Calculate the most demanding re- (1 P'm) • • «-� +-« • -~• • • • Calculation 1 mote design area(Including all sprin- • klers types) per NFPA 13 (i.e., area • ; reduction for quick response &30% • ' • increase for sloped ceilings). In this case the theoretical design area is 100'(25,4 m) 1463 ft2 (1500 ft2 x 0.75' x 1.3). The actual design area, however, will 60'(15,2 m) (52°m) I— need to be 1520 ft2 to pick up the entire coverage area of the last BB . ' Sprinkler. Use the most demanding calculation 40' ' i.e., for proving the adequacy of the (10,2 m) i• Calculation 2 ( p 9 q Y � . water supply). • ' Where Standard Sprinklers are uti- ' lized, CPVC pipe CANNOT be used to supply the Standard Spray Sprin- klers or the ceiling sprinklers below the Standard Spray Sprinklers. "A 25% reduction for 20 ft.ceiling. FIGURE 21 EXAMPLE FOR A WET PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK-TO-BACK SPRINKLERS TFP610 Page 28 of 28 12 12� 100'(25,4 m) MODEL AP SPRINKLERS DRY 0 � PIPE SYSTEM (5 1m) 60'(15,2 m) (5 20' 0m) (Ref. Figure 20-B-3) • •. ;•• . Calculation 1: Calculate the most demanding seven 40' Calculation 1 BB Sprinklers plus the two most de- (1 o,z m) • • i. . manding AP Sprinklers. . i•. • Calculation 2: Calculate the most demanding area Up to 1950 ft2 having AP Sprinklers. 100'(25,4 m) In this case the design area will be 10m) 60'(15,2 m) (510' 800 ft2(40 ft.x 20 ft.) Use the most demanding calculation I 1 (i.e., for proving the adequacy of the water supply). 40' ' (10,2 m) Calculation 2 Ll 12 1 z STANDARD SPRAY SPRINKLERS DRY PIPE SYSTEM (Ref. Figure 20-C-3) 100'(25,4 m) 60'(15,2 m) Calculation 1: zo' zo' (5,1 m) (5,1 m) Calculate the most demanding seven • BB Sprinklers plus the two most de- mand ing Standard Spray Sprinklers. 40' Calculation 2: 0,2 m • • Calculation 1) Calculate the most demanding re- mote design area(Including all sprin- klers types) per NFPA 13 (i.e., 30% Increase for sloped cellings & 30% increase for dry systems). In this 100'(25,4 m) case the theoretical design area will 20' so'(15,2 m) 20' be 2535 ft2 (1500 ft2 x 1.3 x 1.3).The (s,1 m) �~ — -� (5,1 m) actual design area, however, will need to be 2720 ft2 to pick up the `` '"' •� i • entire coverage area of the last BB Sprinkler. (1 40 m) Calculation 2 Use the most demanding calculation 0.2 • (i.e., for proving the adecluacv of the ' water supply). FIGURE 22 EXAMPLE FOR A DRY PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OFAPPLICATION FOR MODEL BB BACK-TO-BACK SPRINKLERS GLOBAL HEADQUARTERS 11400 Pennbrook Parkway,Lansdale,PA 19446 1 Telephone+1-215-362-0700 Copyright©2014 Tyco Fire Products, LP. All rights reserved. ' qco TEFLON is a trademark of The DuPont Corporation Fire Protection Products BlazeMaster is a trademark of The Lubrizol Corporation tq00 Fire & Building Products Technical Services:Tel: (800)381-9312/Fax: (800)791-5500 Model 513 (13) Riser Manifold 1-112 thru 6 Inch (DN40 thru DN 150) For NFPA 13 Sprinkler Systems General Technical , Description Data The Figure 513 (13) Riser Manifolds Approvals ° described in this technical data sheet The Figure 513 (13) Riser Manifolds provide the necessary waterflow with a cover tamper switch for the wa- alarm, pressure gauge, alarm test ori- terflow alarm switch are UL Listed, fice, drain, and sight glass equipment ULC Listed, and FM Approved. +� in a single assembly for use in NFPA The Figure 513 (13) Riser Manifolds 13 sprinkler systems as follows: without a cover tamper switch for the NFPA 13* waterflow alarm switch are UL Listed • 1-1/2 Inch (DN40) and FM Approved. Male Thread x Female Thread Maximum Working Pressure • 1-1/2 thru 6 Inch(DN40 thru DN150) 175 psi (12,1 bar) Groove x Groove Test Orifice 5.6K(80K) "Although the Riser Manifold described in Assembly this data sheet is intended for NFPA 13 nections and/or listed mechanical sprinkler systems,it may be used for NFPA The manifold body of the Figure 513 is grooved connections, as applicable 13D or 13R residential sprinkler systems, ductile iron, whereas the manifold where a test orifice of 5.6K(80K)is accept- body of the Figure 13 is cast iron. The Step 2. Connect the drain line, and able. two assemblies are completely inter- then close the drain valve. changeable in function, application, Step 3. Refer to Figure 3 for wiring The variety of sizes and grooved end and end-to-end laying length. guidance. All wiring must be per- connections allow cost effective and Finish formed in accordance with the Author- easy transition to check valves,control Red painted. ity Having Jurisdiction and/or the Na- valves, and system piping. The Riser tional Electrical Code. Manifolds may be installed in eitherthe Step 4. Refer to Figure 4 for optional horizontal (flow switch on top)or verti- Installation relief valve. cal (flow going up) for both single sprinkler rises and floor control in high The Riser Manifolds may be installed Step 5. Place the system in service by rises. in either the horizontal (flow switch on filling the system with water.When fill- top) or vertical (flow going up). The ing the system, partially open the con- WARNING inlet of the Riser Manifold may be di- trol valve to slowly fill the system. Fill- The Riser Manifolds described herein rectly connected to a shut-off control ing the system slowly will help avoid must be installed and maintained in valve. damaging the waterflow alarm switch. compliance with this document, as After the system is fully pressurized, well as with the applicable standards NOTES completely open the control valve. of the National Fire Protection Asso- Where applicable pipe thread sealant ciation, in addition to the standards of is to be applied sparingly. Use of a Step 6. Secure all supply valves any other authorities having jurisdic- non-hardening pipe thread sealant is open. tion. Failure to do so may impair the recommended. performance of these devices. Never remove any piping component The owner is responsible for maintain- nor correct or modify any piping defi- ing their fire protection system and de- ciencies without first depressurizing vices in proper operating condition. and draining the system. The installing contractor or sprinkler Step 1. Install the manifold body with manufacturer should be contacted the flow arrow pointing in the down- with any questions. stream position using threaded con- Page 1 of 6 APRIL, 2006 TFP962 Page 2 of 6 TFP962 NO, DESCRIPTION CITY. P/N 1 1-1/2"Manifold Body, Male x Female NPT..,., 1 N/A NOTES: Groove x Groove.......1 N/A 1. Approximate weight,11.2 lbs.(5,1 kg). 2 Waterflow Alarm Switch: 2. ULC Listed Manifolds are equipped with VSR-SF with Paddle, Cover Tamper Switches installed Internal UL/FM ............... 1 971-096-00 to the Waterflow Alarm Switches VSR-SF with Paddle and 3. CH.Common Hardware Cover Tamper Switch, ULC/FM.............. 1 976-519-02 3 300 psi/2000 kPa Water Pressure Gauge .. 1 2341 3 l 10"(25 ,0 mm) 14-1/4" Male x Female NPT, (362,0 mm) Groove x Groove Man olds 19, 11-1/8"(282,6 mm) Inspector's Test Male x Male NPT &Drain Valve Drain Valve Manifolds (Normally set (Normally to"Drain") Closed) O 1 � 2 1" 5-3/16" 3-1/2" 3/4" (19,1 mm) NPT _—(131,8 mm) (88,9 mm) 6-1I6" (155,6 mm) 12-5/8" (320,7 mm) FIGURE 1 1-112 INCH(DN40)RISER MANIFOLD ASSEMBLYAND DIMENSIONS TFP962 Page 3 of 6 2 INCH(DN50)MANIFOLD 41NCH(DN100)MANIFOLD 6 INCH(DN150)MANIFOLD NO. DESCRIPTION CITY P/N NO. DESCRIPTION CITY P/N NO. DESCRIPTION QTY. P/N 1 2"Manifold Body, 1 4"Manifold Body, 1 6"Manifold Body, Groove x Groove....... 1 N/A Groove x Groove....... 1 N/A Groove x Groove_.._ _ 1 N/A 2 Waterflow Alarm Switch: 2 Waterflow Alarm Switch: 2 Waterflow Alarm Switch VSC with Paddle, VSC with Paddle, VSC with Paddle, UUFM ............... 1 976-357-01 UL/FM ............... 1 976-357-04 UUFM ............... 1 976-357-05 VSC with Paddle and VSC with Paddle and VSC with Paddle and Cover Tamper Switch, Cover Tamper Switch, Cover Tamper Switch, ULC/FM.............. 1 976-520-01 ULC/FM...._......... 1 976-620-04 ULC/FM... ..... 1 976-520.05 3 300 psi/2000 kPa 3 300 psi/2000 kPa 3 300 psi/2000 kPa Water Pressure Gauge ..1 2341 Water Pressure Gauge .. 1 2341 Water Pressure Gauge __ 1 2341 2-1/2 INCH(DN65)MANIFOLD Manifold Nominal Installation Dimensions in Inches and(mm) Drain Size Weight NO. DESCRIPTION CITY. P/N Size A B C D E F G H lbs.(kg) 2 Inch 16-314 13 9/16 5-3/8 6-3/8 13-1/16 3-1/2 1"NPT 135 1 2-1/2"Manifold Body, (DN50) (425,5) (33012) (14.3) (136,5) (161.9) (331.8) (88,91 (6,1) Groove x Groove....... 1 N/A 2-112 Inch 17-3/16 13 1 5-3/4 6-7/8 13-3/4 3-1/2 16-8 2 Waterflow Alarm Switch: (DN65) (436,6) (330,2 25 4) (146 1) 1174,E (349,3) (88.9) 1-1/4"NPT (7.6) VSC with Paddle, 3 Inch 17-3116 13 1 VSC with Paddle and............... 1 976-357-02 (DN80) (436,6) (330 2) (25,4) (152,4) 181,0 (362 0 (88,9) 1-1/4"NPT (8.5) VSC Cover Tamper Switch, 4 Inch 20-1/2 13 4-5/16 7-9/16 9-1/16 16-5/8 4-1/2 2"NPT 32.7 ULC/FM.............. 1 976-520-02 (DN100) (5207) (330.2) 109,5) (192,11) (230,2) (422,3) (114.3) (14,8) 3 300 psi/2000 kPa 6 Inch 20-112 13 4-5/16 8-1/2 10 18-1/2 6-5/8 2"NPT 41.6 2) Water Pressure Gauge .. 1 2341 (DN150) 520 7) 330 (109.5) (215.9) (254.0) (469 9) (168,3) (18 9) 3 INCH(DN80)MANIFOLD NO. DESCRIPTION QTY. P/N 1 3"Manifold Body, 1 3 Groove x Groove.....- 1 N/A 2 Waterflow Alarm Switch: VSC with Paddle, UUFM .............. 1 976-357-03 VSC with Paddle and Drain Valve d b Cover Tamper Switch, (Normally P ULC/FM.. ......... . 1 976-520-03 Closed) 3 300 psi/2000 kPa Water Pressure Gauge _ 1 2341 5 NOTES: A 2 1. ULC Listed Manifolds are equipped with r o Cover Tamper Switches installed internal B 0 to the Waterflow Alarm Switches. 2. CH:Common Hardware O Test C D &Drain Valve ffG (Normally set E to"Drain") H F FIGURE 2 2 thru 6 INCH(DN50 thru DN150)RISER MANIFOLD ASSEMBLYAND DIMENSIONS Page 4 of 6 TFP962 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 WATERFLOW SWITCH TYPICAL ELECTRICA CONNECTIONS CONTACTS ........ SPOT(Form C) END OF LINE LOCAL RESISTOR CONTACT RATING ..,. 5A @ 125 VAC SIGNAL 2.5A @ 30 VDC DEVICE NC NO NC NO NO• / NC2 COM COM COM CONTROL POWER PANEL NO FLOW NON-SUPERVISED STYLE BICLASS B CONDITION CIRCUIT SUPERVISED CIRCUIT (SEE NOTE) 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 remove signaling unit,while the other contact is used to operate a local audible or visual annunciator COVER TAMPER SWITCH(ULC ASSEMBLIES ONLY) CONTACTS ......... SPDT(Form C) CONTACT RATING ... 3A @ 250 VAC 5A @ 125 VAC 1 mA fg 5 VDC min, NO • NC COM CONTACTS SHOWN WITH COVER IN PLACE FIGURE 3 WIRING GUIDANCE TFP962 Page 5 of 6 1-1/2"(DN40)Manifold Only: NO. DESCRIPTION CITY. P/N NO. DESCRIPTION CITY. P/N To install optional Pressure Relief Trim on 1 3/8"Copper Tubing, 2 Pressure Relief Valve, a 1-1/2"(DN40)Manifold,a 1/2"NPT outlet 2"(DN50)Manifolds ....1 971-124-01 175 psi,Nonadjustable .. 1 198-066-00 must be provided by the installer on the 2-1/2"(DN65)and 3 90"Compression Fitting system outlet piping,and a connection back 3"(DN80)Manifolds .... 1 971-124-02 Fitting......r.........2 CH to the manifold drain trim must be fabricated 4"(DN100)and 4 1"x 1/2"Reducing Hex with installer supplied 3/8"copper tubing. 6"(DN150)Manifolds ... 1 971-124-03 Bushing.............. 1 CH Discard unused trim components. CH:Common Hardware 3 1/2"NPT Installer Outlet Provided 1 3 4 System Outlet Piping Installer Fabricated 2 0 d b 3/8"Copper A Q Tubing 2 � .q�j. 3 2"(DN50),2-1/2"(DN65), d b 3"(DN80),4"(DN100),or D Q 6"(DN150)Manifold q P 3 Manifold Drain Trim 1-1/2"(DN40) Manifold O O FIGURE 4 OPTIONAL PRESSURE RELIEF VALVE Riser Manifold component in the field. Alarm/Flow Test Procedure Care and Only the pressure gauge, waterflow alarm switch, or relief valve can be Step 1. Place the test&drain Valve in Maintenance replaced. If any other problems are the"test' position. The following inspection procedure encountered the entire riser manifold Step 2. Fully open en the drain valve. must be performed as indicated, in ad- must be replaced. Make certain that drainage water will dition to any specific requirements of The alarm/flow test procedure will re- not cause any damage or injury. the NFPA, and an impairment must sult in operation of the associated y p alarms. Consequently, notification Step 3. Verify operation of associated be immediately corrected. must be given to the owner and the fire alarms. The owner is responsible for the in- department, central station, or other Step 4. Close the drain valve. spection, testing, and maintenance of signal station to which the alarms are Ste 5. Place the test&drain Valve in their fire protection system and de- connected, and notification must be p vices in compliance with this docu- the"drain" position. p given to the building occupants. ment, as well as with the applicable Step 6. Verify that the residual (flow- standards of the National Fire Protec- Before closing a fire protection system ing) pressure indicated by the pres- tion Association (e.g., NFPA 25), in control valve for inspection or mainte- sure gauge is no less that originally addition to the standards of an nance work on the fire protection sys- y tem that it controls,permission to shut recorded for the system when it was authority having jurisdiction. The in-stalling contractor or product manufac- down the effected fire protection sys- first installed. turer should be contacted relative to tem must first be obtained from the Step 7. Close the drain valve. any questions. proper authorities and all personnel Step 8.Verify that the static(not flow- who may be affected by this action in pressure indicated b the res- It is recommended that automatic must be notified. sure p gauge is no less that originallyp sprinkler systems be inspected, After placing a fire protection system recorded forthe system when iwa tested, and maintained o a qualified in service, notify theproperauthorities first installed. Inspection Service in accordance with f7' local requirements and/or national and advise those responsible formoni- codes. toring proprietary and/or central sta- tion alarms. NOTES No attempt is to be made to repair any Page 6 of 6 TFP962 Limited Ordering Warranty Information Products manufactured by Tyco Fire& Riser Manifold: Building Products (TFBP) are war- Specify; Size (specify), Figure 513, ranted solely to the original Buyer for (specify connection type inlet x outlet) ten(10)years against defects in mate- Riser Manifold (specify - without or rial and workmanship when paid for with) a cover tamper switch for the and properly installed and maintained waterflow alarm switch, P/N (specify). under normal use and service. This warranty will expire ten (10) years NOTES from date of shipment by TFBP. No Orders for Figure 513 may be filled warranty is given for products or com- with a Figure 13. The two assemblies ponents manufactured by companies are completely interchangeable in not affiliated by ownership with TFBP function, application, and end-to-end or for products and components which laying length. have been subject to misuse,improper /f a ULC Listing is required, the Riser installation, corrosion, or which have Manifold must be ordered with a cover not been installed, maintained, modi- tamper switch for the waterflow alarm Pied or repaired in accordance with ap- switch. plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities UL/ULC/FM Assemblies Having Jurisdiction. Materials found With Cover Tamper Switch by TFBP to be defective shall be either 1-1/2 Inch(DN40) repaired or replaced, at TFBP's sole MT x FT .............. P/N 4086 option. TFBP neither assumes, nor 1-1/2 Inch(DN40) authorizes an person to assume for it, MT x MT..,,,...• P/N 4087 y p 2 Inch(DN50) any other obligation in connection with G x G ................ P/N 4090 the sale of products or parts of prod- 2-1/2 Inch(DN65) ucts.TFBP shall not be responsible for G x G ................ P/N 4091 sprinkler system design errors or inac- 3 Inch(DN80) S p y g G x G ................ P/N 4092 curate or Incomplete Information sup- 4 Inch(DN100) plied by Buyer or Buyer's repre- GxG ................ P/N4095 sentatives, 6 Inch(DN150) G x G ................ P/N 4096 In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, Without Cover Tamper Switch UL/FM Assemblies indirect,special or consequential dam- 1-1/2 Inch(DN40) ages, including but not limited to labor MT x FT .............. P/N 4055 charges, regardless of whether TFBP 1-1/2 Inch (DN40) was informed about the possibility of MT x MT ....... P/N 4056 such damages, and in no event shall 2 InG xG ch( ... TFBP's liabilityd t . P/N ao6o exceed an amount 2-1/2 Inch(DN65) equal to the ealee price. c x c .... P/N 4061 3 Inch(DN80) The foregaing warranty is made in lieu G x G .... P/N 4062 of any and all other warranties. ex- 4 Inch(DN100) lQ=5_Qr W1 lip ed. including warranties G x G ................ P/N 4065 of merchantability and fitness for a par- 6 Inch(DN150) ticular purpose G x G ................ P/N 4066 This limited warranty sets forth the ex- clusive remedy for claims based on Optional Pressure Relief Valve: failure of or defect in products, materi- Specify: Operational Pressure Relief als or components, whether the claim Valve and Trim for use with (specify is made in contract, tort, strict liability size) Figure 513 or 13 Series Riser or any other legal theory. Manifold, P/N (specify). This warranty will apply to the full ex- tent permitted by law.The invalidity, in 1-1/2"or 2................. P/N 4063 whole or part, of any portion of this 2-1/2"or 3................. P/N 4072 . warranty will not affect the remainder. 4 or6...... ............. P/N 4073 Replacement Parts: Specify: (description)for use with Fig- ure 513 or 13 Riser Manifold, P/N(Ref. Figure 1 or 2, as applicable). TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19446 �yCO Worldwide www.tyco-fire.com Fire Protection Contacts Products Series TY-FRB — 5.6 K-factor Horizontal and Vertical Sidewall Sprinklers Quick Response, Standard Coverage General tained when exposed to corrosive at- mospheres.Although corrosion resis- Descri t/on tant coated sprinklers have passed the p standard corrosion tests of the appli- The Series TY-FRB, 5.6 K-factor, Hor- cable approval agencies,the testing is izontal and Vertical Sidewall Sprin- not representative of all possible cor- klers described in this data sheet rosive atmospheres. Consequently, it is recommended that the end user be r a are quick response -standard cover- consulted with respect to the suitabil- age, decorative 3 mm glass bulb type spray sprinklers designed for use in ity of these coatings for any given cor- i light and ordinary hazard, commer- rosive environment.The effects of am- cial occupancies such as banks, ho- bient temperature, concentration of tels, shopping malls,etc.They are de- chemicals, and gas/chemical velocity, signed for installation along a wall or should be considered, as a minimum, the side of a beam and just beneath a along with the corrosive nature of the smooth ceiling. Sidewall sprinklers are chemical to which the sprinklers will commonly used instead of pendent or be exposed. upright sprinklers due to aesthetics or building construction considerations, • where piping across the ceiling is not The Series TY-FRB Sprinklers de- desirable. scribed herein must be installed and The recessed version of the Series maintained in compliance with this TY-FRB Horizontal Sidewall Sprin- document, as well as with the appli- kler is intended for use in areas with cable standards of the National Fire a finished wall. It uses a two-piece Protection Association, in addition to Style 10 Recessed Escutcheon with the standards of any other authorities 1/2 inch (12,7 mm)of recessed adjust- having jurisdiction. Failure to do so ment or up to 3/4 inch(19,1 mm)of to- may impair the performance of these tal adjustment from the flush Sidewall devices. position, or a two-piece Style 20 Re- The owner is responsible for main- cessed Escutcheon with 1/4 inch (6,4 taining their fire protection system mm) of recessed adjustment or up to and devices in proper operating con- 1/2 inch (12,7 mm) of total adjustment dition. Contact the installing contrac- from the flush sidewall position. The for or sprinkler manufacturer with any adjustment provided by the Recessed questions. Technical Escutcheon reduces the accuracy to which the fixed pipe nipples to the Sprinkler Data sprinklers must be cut. Corrosion resistant coatings, where Identification Approvals applicable, are utilized to extend the UL and C-UL Listed. life of copper alloy sprinklers beyond Numbers FM, LPCB, and NYC Approved. that which would otherwise be ob- (Refer to Table A for complete approv- TY3331 . . . . .. . . . . . . . . . Horizontal al information including corrosion re- IMPORTANT TY3431 . . . . . . . . . . . . . . . . . .Vertical sistant status.)Always refer to Technical Data Maximum Working Pressure Sheet TFP700 for the "INSTALLER Refer to Table B. WARNING" that provides cau- Discharge Coefficient tions with respect to handling K=5.6 GPM/psili2(80,6 LPM/bars/2) and installation of sprinkler sys- tems and components. Improp- Temperature Ratings er handling and installation can Refer to Table A. permanently damage a sprin- Finishes kler system or its components Sprinkler: Refer to Table C. and cause the sprinkler to fail Recessed Escutcheon: Signal or Pure to operate in a fire situation or cause White,Jet Black,Chrome Plated, or it to operate prematurely. Brass Plated. Page 1 of 6 FEBRUARY 2014 TFP176 TFP176 Page 2 of 6 1 - Frame DEFLECTOR Installation 2 - Button HAT �� 5 The Series TY-FRB, 5.6 K-factor, Hori- 3 - Sealing zontal and Vertical Sidewall Sprinklers Assembly must be installed in accordance with 4 - Bulb 77 this section. 5 - Compression Screw General Instructions 6 - Deflector* 6*/ 4 2 3 1 Do not install any bulb type sprin- kler if the bulb is cracked or there is a loss of liquid from the bulb.With the 9/16" WRENCH 1/2"** sprinkler held horizontally, a small air (14,3 mm) FLATS NPT bubble should be present. The diam- / eter of the air bubble is approximately 1/16 inch(1,6 mm)for the 135°F(57°C) to 3/32 inch (2,4 mm) for the 286°F W (141°C)temperature ratings. A leak tight 1/2 inch NPT sprinkler joint I a. . I should be obtained with a torque of 7 7/16" to 14 ft.-lbs. 9,5 to 19,0 Nm Higher —(461 /0mm) 11,1 mm levels of torque may distort the sprin- CENTERLINE NOMINAL kler and cause leakage or impairment OF SPRINKLER MAKE-IN of the sprinkler. WATERWAY Do not attempt to make-up for insuf- 1-1/2' ficient adjustment in the escutcheon (38,1 mm)_ plate by under-or over-tightening the *Temperature rating 3/16„ sprinkler. Readjust the position of the is indicated on ~—(5 2-3 mm) sprinkler fitting to suit. Deflector. SPriPs TY-li Horizontal and STYLE ESCUTCHEON Vertical Sidewall Sprinkler ** Pipe thread 10 or 2D PLATE SEATING connections per RECESSED SURFACE Installation ISO 7-1 can be ESCUTCHEON The Series TY-FRB Horizontal and provided on Vertical Sidewall Sprinklers must be special request. installed in accordance with the fol- lowing instructions. 2-7/8" DIA. Step 1. Horizontal sidewall sprinklers (73,0 mm) are to be installed in the horizontal po- sition with their centerline of waterway perpendicular to the back wall and parallel to the ceiling.The word "TOP" on the Deflector is to face towards the ceiling. FIGURE 1 Vertical sidewall sprinklers are to be installed in the pendent or upright po- 6.6 K-FACTOR QUICK RESPONSE Slticin with the arrow un [lie Defleutui SERIES TY-FRB HORIZONTAL SIDEWALL(TY3331)SPRINKLERS pointing away from the wall. Physical Characteristics Step 2. With pipe thread sealant ap- Frame... Design plied to the pipe threads, hand tighten Button...................... Brass/Copper ..................... the sprinkler into the sprinkler fitting, ss Bronze Sealing Assembly ........ Beryllium Nickel w/ Criteria Step 3. Tighten the sprinkler into the TEFLON sprinkler fitting using only the W Type Bulb .............................. Glass The Series TY-FRB,5.6 K-factor, Hori- 6 Sprinkler Wrench (Ref. Figure 5), Compression Screw ................Bronze zontal and Vertical Sidewall Sprinklers With reference to Figure 1 or 2,the W- HSW Deflector.....................Bronze are intended for fire protection sys- Type 6 Sprinkler Wrench is to be ap VSW Deflector.....................Copper terns designed in accuidwice with the plied to the wrench flats. standard installation rules recognized Operation by the applicable Listing or Approval agency (e.g., UL Listing is based on The glass bulb contains a fluid which the requirements of NFPA 13, and FM expands when exposed to heat.When Approval is based on the requirements the rated temperature is reached, the of FM's Loss Prevention Data Sheets). fluid expands sufficiently to shatter Only the Style 10 or 20 Recessed Es- the glass bulb, allowing the sprinkler cutcheon, as applicable, is to be used to activate and water to flow. for recessed horizontal installations. TFP176 Page 3 of 6 Series TY-FRB Recessed *Temperature ** Pipe thread 1 - Frame 4 - Bulb 7 - Ejection Horizontal Sidewall Sprinkler rating is connections 2 - Button 5 - Compression Spring Installation indicated on per ISO 7-1 can 3 - Sealing Screw The Series TY-FRB Recessed Hori- Deflector. be provided on Assembly 6 - Deflector* zontal Sidewall Sprinklers must be special request. installed in accordance with this section. ARROW MUST Ste A. Recessed horizontal sidewall POINT AWAY �— p 7/16" FROM AND BE sprinklers are to be installed in the ESCUTCHEON (11,1 mm) PERPENDICULAR O horizontal position with their center- PLATE SEATING NOMINAL TO THE BACK line of waterway perpendicular to the SURFACE 1/2"** MAKE-IN WALL SURFACE back wall and parallel to the ceiling. NPT The word "TOP" on the Deflector is to 6* face towards the ceiling. Step B.After installing the Style 10 or ♦ 5 20 Mounting Plate over the sprinkler FLOW n- threads, hand tighten the sprinkler into 2-3/16" 2-3/16" 4 the sprinkler fitting. (55,6 mm) i (55,6 mm) Step C. Tighten the sprinkler into the 1-1/2" \ 2 sprinkler fitting using only the W-Type WRENCH/ ' 7 Recessed Sprinkler Wrench (Ref. FLATS 7 3 Figure 6). With reference to Figure 1, the W-Type 7 Recessed Sprinkler 1 Wrench is to be applied to the sprin- SHOWN SHOWN CROSS kler wrench flats. PENDENT UPRIGHT SECTION Step D. After the ceiling has been in- FIGURE 2 stalled or the finish coat has been ap- 5.6 K-FACTOR QUICK RESPONSE plied, slide on the Style 10 or 20 Clo- SERIES TY-FRB VERTICAL SIDEWALL(TY3431)SPRINKLERS sure over the Series TY-FRB Sprinkler and push the Closure over the Mount- ing Plate until its flange comes in con- if they cannot be completely cleaned The owner is responsible for the in- tact with the ceiling. by wiping the sprinkler with a cloth or spection, testing, and maintenance by brushing it with a soft bristle brush. of their fire protection system and de- Care and Care must be exercised to avoid dam- vices in compliance with this docu- age to the sprinklers before, during, ment, as well as with the applicable Maintenance and after installation. Sprinklers dam- standards of the National Fire Pro- aged by dropping, striking, wrench tection Association (e.g., NFPA 25), in The Series TY-FRB, 5.6 K-factor, Hori- twist/slippage, or the like, must be addition to the standards of any oth- zontal and Vertical Sidewall Sprinklers replaced. Also, replace any sprinkler er authorities having jurisdiction. The must be maintained and serviced in that has a cracked bulb or that has installing contractor or sprinkler man- accordance with this section. lost liquid from its bulb. (Ref. Installa- ufacturer should be contacted relative Before closing a fire protection sys- tion Section). to any questions. tem main control valve for mainte- The owner must assure that the sprin- It is recommended that automatic nance work on the fire protection sys- klers are not used for hanging any ob- sprinkler systems be inspected, test- tem that it controls, permission to shut jects and that the sprinklers are only ed, and maintained by a qualified In- down the affected fire protection sys- cleaned by means of gently dusting spection Service in accordance with tem must be obtained from the prop- with a feather duster; otherwise, non- local requirements and/or national er authorities and all personnel who operation in the event of a fire or inad- codes. may be affected by this action must vertent operation may result. be notified. Frequent visual inspections are rec- Absence of an escutcheon, which is ommended to be initially performed used to cover a clearance hole, may for corrosion resistant coated sprin- delay the time to sprinkler operation in klers, after the installation has been a fire situation. completed,to verify the integrity of the Sprinklers that are found to be leaking corrosion resistant coating. Thereaf- or exhibiting visible signs of corrosion ter, annual inspections per NFPA 25 must be replaced. should suffice; however, instead of in- specting from the floor level,a random Automatic sprinklers must never be sampling of close-up visual inspec- painted, plated, coated or other- tions should be made, so as to better wise altered after leaving the factory. determine the exact sprinkler condi- Modified sprinklers must be replaced. tion and the long term integrity of the Sprinklers that have been exposed to corrosion resistant coating, as it may corrosive products of combustion,but be affected by the corrosive condi- have not operated,should be replaced tions present. TFP176 Page 4 of 6 5/8±1/4" (15,9±6,4 mm) MOUNTING FACE OF WRENCH RECESS SURFACE SPRINKLER (END"A"USED FOR FITTING 1/2" NPT MODELS) FIGURE 5 CLOSURET17 W-TYPE 6 SPRINKLER WRENCH 2-7/8" DIA. SERIES (73,0 mm) TY-FRB 2-1/4" DIA. WRENCH f (57,21mm) RECESS MOUNTING ! � 1 PLATE 1/8" (3,2 mm) 1-1/4"(31,8 mm) 3/4"(19,1 mm) PUSH WRENCH 3/4"(19,1 mm) 1/4"(6,4 mm) INTO ENSURE ENGAGEMENT FIGURE 3 WITH SPRINKLER SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WRENCHING AREA WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT FIGURE 6 STYLE 10 RECESSED ESCUTCHEON W-TYPE 7 RECESSED SPRINKLER WRENCH (12,7±3,2 mm) MOUNTING FACE OF SURFACE SPRINKLER FITTING CLOSURE Jr� 1 2-7/8" DIA. SERIES (73,0 mm) TY-FRB 2-1/4" DIA. (57,2 mm) MOUNTING PLATE 4�q - /.1 (3,2 mm) 1-1/4"(31,8 mm) 1/2"(12,7 mm) 1"(25,4 mm) 1/4"(6,4 mm) FIGURE 4 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 1121NCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON TFP176 Page 5of6 SPRINKLER FINISH(See Note 11) K TYPE TEMP. BULB NATURAL I CHROME LIQUID BRASS PLATED POLYESTER*** LEAD COATED 135°F(57°C) Orange HORIZ. 155°F(68°C) Red SIDEWALL 175°F(79°C) Yellow 1,2,3,4,9, 10 1,2,3,9 1,2,3,9 (TY3331) 200°F(93°C) Green 286°F(141°C) Blue 5.6 RECESSED 135°F(57°C) Orange 1/2" HORIZ. 155°F(68°C) Red NPT SIDEWALL 1,2,4,9, 10 1,2,9 N/A (TY3331) 175°F(79°C) Yellow Figure 3 200°F(93°C) Green RECESSED 135°F(57°C) Orange HORIZ. 155°F(68°C) Red SIDEWALL 1,2,3,4,9 N/A (TY3331)** 175°F(79°C) Yellow Figure 4 200°F(93°C) Green VERTICAL 135°F(57°C) Orange SIDEWALL 155°F(68°C) Red 5.6 (TY3431) 1/2" Installed 175°F(79°C) Yellow 5,6,7,8,9 5,6,7,9 NPT Pendent or 200°F(93°C) Green Upright 286°F(141°C) Blue NOTES: 1. Listed by Underwriters Laboratories,Inc.(UL)as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch(100 to 300 mm)top of deflector to ceiling distance. 2. Listed by Underwriters Laboratories Inc.for use in Canada(C-UL)as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch(100 to 300 mm)top of deflector to Ceiling distance. 3. Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers for use in Light Hazard Occupancies at a 4 to 12 inch(100 to 300 mm)top of deflector to ceiling distance. 4. Approved by the Loss Prevention Certification Board(LPCB Ref.No.0078/04)at a 4 to 6 inch(100 to 150 mm)top of deflector to ceiling distance.The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. 5. Listed by Underwriters Laboratories,Inc.as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. 6. Listed by Underwriters Laboratories for use in Canada(C-UL)as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. 7. Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers for use in Light Hazard Occupancies. 6. Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06&007a/04)as Quick Response Sprinklers. 9. Approved by the City of New York under MEA 354-01-E. 10. Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06)at a 4 to 6 inch(100 to 150 mm)top of deflector to ceiling distance.The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. 11. 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 Resis- tant Sprinklers.Where Lead Coated Sprinklers are noted to be FM Approved,the sprinklers are FM Approved as Corrosion Resistant Sprinklers. Installed with Style 10(1/2"NPT)3/4"Total Adjustment Recessed Escutcheon. "Installed with Style 20(112"NPT)1/2"Total Adjustment Recessed Escutcheon. Frame and deflector only. TABLE A LABORATORY LISTINGS AND APPROVALS TFP176 Page 6 of 6 SPRINKLER FINISH K TYPE NATURAL BRASS CHROME PLATED I POLYESTER LEAD COATED HORIZONTAL SIDEWALL 250 PSI(17,2 BAR) (TY3331) 175PSI or BAR) 5.6 RECESSED HORIZ. 1/2 SIDEWALL(TY3331) (SEE NOTE 1) NPT VERTICAL SIDEWALL 175 PSI(12,1 BAR) (TY3431) 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 B MAXIMUM WORKING PRESSURE P/N 57 - XXX - X - XXX SIN SPRINKLER TEMPERATURE FINISH RATINGS 378 HORIZONTAL SIDEWALL TY3331 1 NATURAL BRASS 135 135°F(57°C) 375 VERTICAL SIDEWALL TY3431 3 PURE WHITE(RAL9010)* 155 155°F(68°C) POLYESTER 4 SIGNAL WHITE(RAL9003) 175 175°F(79°C) POLYESTER 5 JET BLACK(RAL9005)** 200 200°F(93°C) POLYESTER 7 LEAD COATED 286 286°F(141°C) 9 CHROME NLAI ED Eastern Hemisphere sales only. Available in 155°F(68°C)or 200°F (93°C)temperature rating only. TABLE C PART NUMBER SELECTION SERIES TY-FRB HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS Sprinkler Assemblies with NPT Recessed Escutcheon Ordering Thread Connections: Specify:Style(10 or 20)Recessed Es- Specify: Series TY-FRB (specify SIN), cutcheon with (specify*) finish, P/N Procedure (specify K-factor), (specify) Horizontal (specify*). Contact your local distributor for avail- Sidewall or Vertical Sidewall Sprinkler, *R.-fi-r to Techninni Data Sheet TFP770 ability. When placing an order, indi- Standard Response, Standard Cov- cate the full product name and Part erage, (specify) temperature rating, Sprinkler Wrench Number(P/N). (specify) finish or coating, P/N (spec- Specify: W-Type 6 Sprinkler Wrench, ify from Table C) P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 GLOBAL HEADQUARTERS 1400 Pennbrook Parkway,Lansdale,PA 19446 Telephone+1-215-362-0700 Copyright©2013 Tyco Fire Products,LP. All rights reserved. tgpq TEFLON is trademark of The DuPont Corporation. rire Protection Products tqWorldwide Fire Protection Contacts www.tyco-fire.com Products Series TY-FRB — 2.8, 4.2, 5.6, and 8.0 K-Factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage spheres.Although corrosion-resistant Genera! coated sprinklers have passed the standard corrosion tests of the appli- Description cable approval agencies,the testing is � The TYCO Series TY-FRB, 2.8, 4.2, not representative of all possible cor- 5.6, and 8.0 K-factor, Upright, Pen- rosive atmospheres. Consequently, dent, and Recessed Pendent Sprin- it is recommended that the end user klers described in this data sheet are be consulted with respect to the suit- i quick response, standard coverage, ability of these coatings for any given — decorative 3 mm glass bulb-type spray corrosive environment.The effects of sprinklers designed for use in light or ambient temperature,concentration of ordinary hazard,commercial occupan- chemicals, and gas/chemical velocity, cies such as banks, hotels, and shop- should be considered, as a minimum, ping malls. along with the corrosive nature of the chemical to which the sprinklers will be The recessed version of the Series TY- exposed. \ FRB Pendent Sprinkler,where applica- ble, is intended for use in areas with a An intermediate level of the Series TY- finished ceiling.This recessed pendent FRB Pendent Sprinklers is detailed - sprinkler uses one of the following: in Technical Data Sheet TFP356, and Sprinkler Guards are detailed in Tech- • A two-piece Style 10 (1/2 inch NPT) nical Data Sheet TFP780. or Style 40(3/4 inch NPT) Recessed Escutcheon with 1/2 inch(12,7 mm)of recessed adjustment or up to 3/4 inch • (19,1 mm)of total adjustment from the The Series TY-FRB, 2.8, 4.2, 5.6, � flush pendent position,or a and 8.0 K-factor, Upright, Pendent, and Recessed Pendent Sprinklers • A two-piece Style 20 (112 inch NPT) described herein must be installed or Style 30(3/4 inch NPT) Recessed and maintained in compliance with Sprinkler Escutcheon with 1/4 inch(6,4 mm)of this document and with the applica- p recessed adjustment or up to 112 inch We standards of the National Fire Pro- Identification (12,7 mm)of total adjustment from the tection Association, in addition to the flush pendent position. standards of any authorities having Number (SIN) The adjustment provided by the jurisdiction.Failure to do so may impair Recessed Escutcheon reduces the the performance of these devices. TY1131: Upright 2.81K,1/2"NPT accuracy to which the fixed pipe drops The owner is responsible for maintain- TY1231: Pendent 2.8K,1/2-NPT to the sprinklers must be cut. ing their fire protection system and TY2131: Upright 4.2K,1/2"NPT Corrosion-resistant coatings, where devices in proper operating condition. TY2231: Pendent 4.2K,1/2-NPT applicable, are utilized to extend the The installing contractor or sprinkler TY3131: Upright 5.6K,1/2-NPT life of copper alloy sprinklers beyond manufacturer should be contacted with TY3231: Pendent 5.6K,1/2-NPT that which would otherwise be obtained any questions. TY4131: Upright 8.OK,3/4-NPT when exposed to corrosive atmo- TY4231: Pendent 8.OK,3/4"NPT TY4831: Upright 8.OK,1/2-NPT TY4931: Pendent 8.OK,1/2-NPT IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING"that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently dam- age a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 10 OCTOBER 2013 TFP171 TFP171 Page 2 of 10 *Temperature rating ** Pipe thread connections per 1 - Frame 3 - Sealing 5 - Compression is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Button Assembly Screw Deflector. special request. PLATE SEATING 4 - Bulb 6 - Deflector* SURFACE 7 - Bushing 7 1 7/16" (11,1 r 3 NOMINAL 2-1/4" MAKE-IN (57,2 mm) I 2 2-3/16" 4 (55,6 mm) i 1-9/16" (39,7 mm) 5 —6* 1/2"NPT** WRENCH STYLE 10 or 20 FLATS RECESSED 2-7/8"(73,0 mm)DIA. UPRIGHT PENDENT ESCUTCHEON RECESSED PENDENT CROSS SECTION FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY1131)AND PENDENT(TY1231)SPRINKLERS 2.8 K-FACTOR, 1/2INCH NPT *Temperature rating ** Pipe thread connections per 1 Frame 3 - Sealing 5 - Compression is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 Button Assembly Screw Deflector. special request. PLATE SEATING 4 - Bulb 6 - Deflector* SURFACE 1 7/16" 3 11,1 mm) ' NOMINAL 2-3/16" 2 MAKE-IN (55,6 mm) 2-3/16" 1-112" 4 (55,6 mm) i (38,1 mm) �5 T(x 61/ NPT** f WRENCH STYLE 10 or 20 I 2-7/8"(73,0 mm)DIA.-- FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON RECESSED PENDENT CROSS SECTION 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 *Temperature rating ** Pipe thread connections per 1 - Frame 3 - Sealing 5 - Compression is indicated on ISO 7-1 can be provided on 2 - Button Assembly Screw Deflector. special request. ESCUTCHEON 4 - Bulb 6 - Deflector* PLATE SEATING SURFACE 1 7/16" 3 (11,1 mm) MAKE-MNOMINAAKE-IN 7L1-1/2" 6" 2 mm) 2-3/16" I I 4 (55,6 mm) :::::� `5 6* 1/2"NPT** WRENCH STYLE 10 or 20 2-7/8"(73,0 mm)QIA. FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON RECESSED PENDENT CROSS SECTION FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY3131)AND PENDENT(TY3231)SPRINKLERS 5.6 K-FACTOR, 112 INCH NPT *Temperature rating ** Pipe thread connections per 1 - Frame 3 - Sealing 5 - Compression is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Button Assembly Screw Deflector. special request. PLATE SEATING 4 - Bulb 6 - Deflector* SURFACE 1 1/2" ', 3 (12,7 mm) NOMINAL 2-5/16" 2 MAKE-IN (58,7 mm) 2-1/4" 4 (57,2 mm/111 (39,7 mm) \ � �5 I S1� 3/4"NPT** � WRENCH STYLE 30 or 40 2_7/8" (73,0 mm)DIA. 6* FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON RECESSED PENDENT CROSS SECTION 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 CEILING PLATE 1 - Frame 5 - Compression SEATING SURFACE 2 - Button Screw 1 3 - Sealing 6 Deflector Assembly 3 4 - Bulb 7/16" 2-1/4" 11,1 mm) (57,2 mm) 2 MAKE-IN * Temperature rating is 2-3/16" 1-9/16" 4 indicated on Deflector. (55,6 mm) , (39,7 mm) �5 ** Pipe thread connections i -1UN( OMINAL per ISO 7-1 can be 6 * provided on special 112"NPT** WRENCH request. FLATS UPRIGHT PENDENT CROSS SECTION FIGURE 5 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY4831)AND PENDENT(TY4931)SPRINKLERS 8.0 K-FACTOR, 112 INCH NPT Technical Design torque can distort the sprinkler Inlet with consequent leakage or impairment Data Criteria of the sprinkler. Do not attempt to compensate for Approvals The TYCO Series TY-FRB, 2.8, 4.2, insufficient adjustment in the Escutch- UL and C-UL Listed 5.6, and 8.0 K-factor, Upright, Pen- eon Plate by under-or over-tightening FM, LPCB, and NYC Approved dent,and Recessed Pendent Sprinklers the sprinkler. Re-adjust the position of Refer to Table A and B for complete are intended for fire protection sys- the sprinkler fitting to suit. approval information including tems designed in accordance with the corrosion-resistant status. standard installation rules recognized Series TY-FRB Upright and Pendent by the applicable Listing or Approval Sprinklers Maximum Working Pressure agency (such as, UL Listing is based The Series TY-FRB Pendent and Refer to Table C. on the requirements of NFPA 13, and Upright Sprinklers must be installed FM Approval is based on the require- in accordance with the following Discharge Coefficient ments of FM's Loss Prevention Data instructions. K=2.8 GPM/psi'/2 (40,3 LPM/bar'12) Sheets). Only the Style 10, 20, 30, or Ste the 1.Install Pendent sprinklers in K=4.2 GPM/psis/2 (60,5 LPM/bars/2) 40 Recessed Escutcheon, as applica- pendent position. Installsp Aright s the K=5.6 GPM/psis/2 (80,6 LPM/bars/2) ble, is to be used for recessed pendent rin- K=8.0 GPM/psi1/2 (115,2 LPM/barli2) installations. klers in the upright position. Step 2. With pipe-thread sealant Temperature Rating Installation applied to the pipe threads, hand- Refer to Table A and B. tighten the sprinkler into the sprinkler The TYCO Series TY-FRB, 2.6, 4.2, fitting. Finishes 5.6,and 8.0 K-factor,Upright, Pendent, Sprinkler: Refer to Table D. Recessed and Recessed Pendent Sprinklersmust Step 3. Tighten the sprinkler into the Escutcheon:White Coated, Chrome be installed in accordance with this sprinkler fitting using only the W-Type 6 Plated, or Brass Plated. section. Sprinkler Wrench(Figure 14).With refer- ence to Figures 1 through 5,apply the Physical Characteristics General Instructions W-Type 6 Sprinkler Wrench to the sprin- Frame. . . . . . . . . . . . . .. . . . . Bronze Do not install any bulb-type sprinkler if kler wrench flats. Button. . . . . . . . . . . . . .Brass/Copper the bulb is cracked or there is a loss Series TY-FRB Recessed Pendent Sealing Assembly. . . . . . . . .Beryllium of liquid from the bulb.With the sprin- Nickel w/TEFLON kler held horizontally, a small air bub- Sprinklers Bulb . . . . . . . . . Glass ble should be present. The diameter The Series TY-FRB Recessed Pendent Compression Screw... . . . . . Bronze of the air bubble is approximately 1/16 Sprinklers must be installed in accor- Deflector. . . . . . . . . ..Copper/Bronze inch (1,6 mm)for the 135°F(57°C)and dance with the following instructions. Bushing (K=2.8) . . . . .. . . . . . Bronze 3/32 inch(2,4 mm)for the 286°F(141°C) Step A.After installing the Style 10,20, Operation temperature ratings. 30, or 40 Mounting Plate, as applica- A leak-tight 1/2 inch NPT sprinkler joint ble,over the sprinkler threads and with The glass bulb contains a fluid that shold be obtained by applying a min- pipe-thread sealant applied to the pipe expands when exposed to heat.When imum to maximum torque of 7 to 14 threads,hand-tighten the sprinkler into the rated temperature is reached, the ft.-Ibs. (9,5 to 19,0 Nm). A leak tight the sprinkler fitting. fluid expands sufficiently to shatter the 3/4 inch NPT sprinkler joint should be Step B.Tighten the sprinkler into the glass bulb, allowing the sprinkler to obtained with a torque of 10 to 20 ft.- sprinkler fitting using only the W-Type activate and water to flow. lbs.(13,4 to 26,8 Nm). Higher levels of 7 Recessed Sprinkler Wrench (Figure TFP171 Page 5of10 SPRINKLER FINISH(See Note 5) K BULB LIQUID NATURAL CHROME SIGNAL*** FACTOR TYPE TEMPERATURE COLOR BRASS PLATED WHITE 135°F(57°C) Orange PENDENT 155°F(68°C) Red (TY1231) and 175°F(79°C) Yellow 1,2,3,4 UPRIGHT °° 200F 93C Green (TY1131) ( ) 286°F(141°C) Blue 135°F(57°C) Orange 2.8 RECESSED 1 1/2"NPT PENDENT 55°F(68°C) Red (TY1231)* 175°F(79°C) Yellow Figure 6 200°F(93°C) Green 1,2,4 135°F(57°C) Orange RECESSED ( °F 155 68C Red PENDENT ° ) (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 °° 200F 93C Green (TY2131) ( ) 286°F(141°C) Blue 135°F(57°C) Orange 4.2 RECESSED °°155F(68C Red 1,2 1/2"NPT PENDENT ) (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 Qulck 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 15). With reference to Figures 1 to 4, apply the W Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Step C. After ceiling installation and finishing,slide on the Style 10,20,30, or 40 Closure over the Series TY-FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. TFP171 Page 6 of 10 SPRINKLER FINISH(See Note 8) K TYPE TEMPERATURE BULB LIQUID NATURAL I CHROME I SIGNAL*** LEAD FACTOR COLOR BRASS PLATED WHITE 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 PENDENT 155°F(68°C) Red 1/28 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(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 B LABORATORY LISTINGS AND APPROVALS FOR 5.6 AND 8.0 K-FACTOR SPRINKLERS TFP171 Page 7 of 10 SPRINKLER FINISH K TYPE NATURAL CHROME SIGNAL LEAD FACTOR BRASS PLATED WHITE COATED PENDENT(TY1231) and 2.8 UPRIGHT(TY1131) 1/2"NPT 175 PSI(12,1 BAR) N/A 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)and 175 PSI 5.6 UPRIGHT(TY3131) 250 PSI(17,2 BAR) (12.1 BAR) 1/2"NPT OR 175 PSI(12,1 BAR) RECESSED (SEE NOTE 1) PENDENT(TY3231) N/A PENDENT(TY4231) and 175 PSI UPRIGHT(TY4131) (12,1 BAR) 8'� 175 PSI(12,1 BAR) 3/4"NPT RECESSED N/A PENDENT(TY4231) PENDENT(TY4931) 1/28.0 and 175 PSI(12,1 BAR) 17 PSI (12,5 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 corrosive products of combustion, but tion Service in accordance with local Care and have not operated,should be replaced requirements and/or national codes. if they cannot be completely cleaned Maintenance by wiping the sprinkler with a cloth or Care must be exercised to avoid dam- The TYCO Series TY-FRB must be by brushing it with a soft bristle brush. age to the sprinklers -before, during, and after installation. Sprinklers dam- maintained and serviced in accordance Care must be exercised to avoid dam- aged by dropping, striking, wrench with this section. age to the sprinklers - before, during, twist/slippage, or the like, must be Before closing a fire protection system and after installation. Sprinklers dam- replaced. Also, replace any sprinkler main control valve for maintenance aged by dropping, striking, wrench that has a cracked bulb or that has lost work on the fire protection system twist/slippage, or the like, must be liquid from its bulb. (Ref. Installation that it controls, obtain permission to replaced. Also, replace any sprinkler Section). shut down the affected fire protection that has a cracked bulb or that has lost systems from the proper authorities liquid from its bulb. (Ref. Installation Initial and frequent visual inspections of and notify all personnel who may be Section.) random samples are recommended for corrosion-resistant sprinklers to verify affected by this action. The owner is responsible for the the integrity of the corrosion-resistant Absence of the outer piece of an inspection,testing,and maintenance of material of construction. Thereafter, escutcheon, which is used to cover their fire protection system and devices annual inspections per NFPA 25 should a clearance hole, can delay sprinkler in compliance with this document, as suffice. operation in a fire situation. well as with the applicable standards of the National Fire Protection Associa- Inspections of corrosion-resistant Sprinklers which are found to be leak- tion (e.g., NFPA 25), in addition to the sprinklers are recommended at close ing or exhibiting visible signs of corro- standards of any other authorities hav- range, instead of from the floor level sion must be replaced. ing jurisdiction. Contact the installing per NFPA. Inspection at close range Automatic sprinklers must never be contractor or sprinkler manufacturer can better determine the exact sprin- re regarding questions. kler condition and the long-term integ- rityany of the corrosion-resistant material, wise altered after leaving the factory. Automatic sprinkler systems are rec- which can be affected by the corrosive Modified sprinklers must be replaced. ommended to be inspected, tested, conditions present. Sprinklers that have been exposed to and maintained by a qualified Inspec- 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) (73,0 mm) 1/2" 12,7 mm (15,9±6,4 mm) 2-1/4" DIA. 1/4"(6,4 mm) (12,7t3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF mm (57,2 mm) -'I MOUNTING FACE OF MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING (3,2 mm) (3,2 mm) /M — 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) (73,0 mm) 1/2" 12,7 mm 1/2t1/8" ( ) (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) -`I MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING (3,2 mm) (3,2 mm) 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 TFP171 Page 9 of 10 2-7/8" DIA. 2-7/8" DIA. (73,0 mm) 3/4" 19,1 mm 1/2t1/8" (73,0 mm) ( ) 5/8t1/4" ( ) 1/2" 12,7 mm (15,9t6,4 mm) 1/4"(6,4 mm) (12,7t3,2 mm) 1/4" 6,4 mm 2-1/4" DIA. y 2-1/4" DIA. ( ) FACE OF (57,2 mm) I MOUNTING / FACE OF (57,2 mm) ~I MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING (3,2 mm) �. (3,2 mm) 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 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. 5/8t1/4" (73,0 mm) 3/4"(19,1 mm) 1/2t1/B" (73,0 mm) 1/2"(12,7 mm) (15,9t6,4 mm) 2-1/4"DIA. 1/4"(6,4 mm) (12,7t3,2 mm) 2-1/4" DIA. 1/4"(6,4 mm) (57,2 mm) (57,2 mm) FACE OF MOUNTING FACE OF MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1/8" 1/8" (3,2 mm) (3,2 mm) 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 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 8.0 K-FACTOR,314 INCH NPT WRENCH RECESS WRENCH RECESS (END"A"USED FOR 1/2"NPT MODELS) WRENCH RECESS (END"B"USED FOR 3/4"NPT MODELS) PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 14 FIGURE 15 W-TYPE 6 SPRINKLER W-TYPE 7 RECESSED WRENCH SPRINKLER WRENCH TFP171 Page 10 of 10 P/N 57 - XXX - X - XXX L_ 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 3 PURE WHITE(RAL9010)* 155 155°F(68°C) 340 4.2K UPRIGHT(1/2"NPT) TY2131 4 SIGNAL WHITE 79 175 175 °F °C (RAL9003) ( ) 341 4.2K PENDENT(1/2"NPT) TY2231 5 JET BLACK °°200 200F 93C (RAL9005)`* ( ) 370 5.6K UPRIGHT(1/2"NPT) TY3131 7 LEAD COATED 286 286°F(141°C) 371 5.6K PENDENT(1/2"NPT) TY3231 9 CHROME PLATED 390 8.0K UPRIGHT(3/4"NPT) TY4131 Eastern Hemisphere sales only. Available in only 2.81K,4.2K,and 391 8.OK PENDENT(3/4"NPT) TY4231 8.OK,155°F(68°C)and 200°F(93°C); requires lead time to manufacture. 360 8.OK UPRIGHT(1/2"NPT) TY4831* 361 8.0K PENDENT(1/2"NPT) TY4931* TABLE D SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS PART NUMBER SELECTION Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number(P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB (Specify SIN), (specify K-factor), (specify Pendent or Upright) Sprinkler (specify) tempera- ture rating, (specify) finish or coating, P/N (specify from Table D) Recessed Escutcheon: Specify: Style (10, 20, 30, or 40) Recessed Escutcheon with (specify*) finish, P/N (specify*) Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 *Refer to Technical Data Sheet TFP770 GLOBAL HEADQUARTERS 1400 Pennbrook Parkway,Lansdale,PA 19446 Telephone+1-215-362-0700 Copyright©2013 Tyco Fire Products,LP. All rights reserved. tgCO TEFLON is trademark of The DuPont Corporation. Fire Protection Products CO. Worldwide www.tyco-fire.com Contacts RAPID RESPONSE Series LFII Residential 4.9 K-factor Pendent Sprinkler Wet Pipe and Dry Pipe Systems General flush ceiling position. The adjustment provided by the Recessed Escutcheon Descr/ �/011 reduces the accuracy to which the pipe p drops to the sprinklers must be cut. TYCO RAPID RESPONSE Series The Series LFII Residential Sprinklers LFII Residential 4.91K Pendent and have been designed with heat sensi- _ Recessed Pendent Sprinklers(TY2234) tivity and water distribution charac- l are decorative, fast response, frangi- teristics proven to help in the control ble bulb sprinklers designed for use of residential fires and to improve the in residential occupancies such as chance for occupants to escape or be homes, apartments, dormitories, and evacuated. hotels.When aesthetics and optimized Corrosion-resistant coatings, where flow characteristics are the major con- applicable,are utilized to extend the life sideration, the Series LFII Residential of copper alloy sprinklers beyond that NSE, Sprinklers(TY2234)should be the first which would otherwise be obtained choice. when exposed to corrosive atmo- 0 The Series LFII Residential Sprinklers spheres. Although corrosion-resistant are intended for use in the following coated sprinklers have passed the Consequently, the Series LFII Resi- scenarios: standard corrosion tests of the appli- dential Sprinklers offer the features • wet and dry pipe residential sprin- cable Approval agencies,the testing is of non-water filled pipe in addition kler systems for one- and two-fam- not representative of all possible cor- to not having to increase the number ily dwellings and mobile homes per rosive atmospheres. Consequently, of design sprinklers (hydraulic NFPA 13D it is recommended that the end user design area) for systems designed to be consulted with respect to the suit- NFPA 13, 13D,or 13R. • wet and dry pipe residential sprinkler ability of these coatings for any given systems for residential occupancies corrosive environment. The effects of up to and including four stories in ambient temperature,concentration of height per NFPA 13R chemicals, and gas/chemical velocity The Series LFII Residential Pendent • wet and dry e sprinkler systems should be considered, as a minimum, and Recessed Pendent Sprinklers y pipe p y along with the corrosive nature of the (TY2234) described herein must be for the residential portions of any chemical to which the sprinklers will be installed and maintained in compli- occupancy per NFPA 13 exposed. ance with this document and the appli- The recessed version of the Series cable standards of the NATIONAL FIRE LFII Residential Sprinklers is intended Dry Pipe System Application PROTECTION ASSOCIATION (NFPA), for use in areas with finished ceilings. The Series LFII Residential Pendent in addition to the standards of any It employs a two-piece Style 20 and Recessed Pendent Sprinklers authorities having jurisdiction. Failure Recessed Escutcheon.The Recessed offers a laboratory approved option to do so may impair the performance Escutcheon provides 1/4 in. (6,4 mm) for designing dry pipe residential sprin- of these devices. of recessed adjustment or up to 1/2 in. kler systems,whereas,most residential owner is responsible for main- we t wet systems only. (12,7 mm)of total adjustment from the sprinklers are laboratory approved for t The their fire protection system and devices in proper operating con- IMPORTANT Through extensive testing, it has been dition. Contact the installing contrac- Refer to Technical Data Sheet determined that the number of design for or product manufacturer with any TFP2300 for warnings pertaining to sprinklers (hydraulic design area) for questions. regulatory and health information. the Series LFII Residential Pendent and Recessed Pendent Sprinklers(TY2234) Sprinkler Always refer to Technical Data need not be increased over the number p Sheet TFP700 for the "INSTALLER of design sprinklers (hydraulic design /dentification WARNING' that provides cautions area)as specified for wet pipe sprinkler with respect to handling and instal- systems,as is accustomed for density/ Number (SIN) lation of sprinkler systems and com- area sprinkler systems designed per ponents. Improper handling and NFPA 13. TY2234 installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 6 DECEMBER 2018 TFP400 TFP400 Page 2of6 7/16" (11,1 mm) 1/2" ESCUTCHEON NPT Components: NOMINAL PLATE SEATING 2-7/B" DIA. 1 - Frame MAKE-IN SURFACE (73,0 mm) 2 - Button 3 - Sealing Assembly 1 4 - Bulb 5 - Compression 2 Screw , 2-1/4" 6 - Deflector* 3`� A A (57,2 mm) A 4-- 1-5/8" (41,3 mm) WRENCH STYLE 20 RECESSED *Temperature 5 FLATS ESCUTCHEON rating is indicated on 6 Deflector. CROSS SECTION PENDENT RECESSED PENDENT FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS(TY2234) Technical Desi n systems is to be applied when design- g ing dry pipe systems. Data Criteria Hydraulic Design (NFPA 13) Approvals The TYCO RAPID RESPONSE Series For systems designed to NFPA 13,the UL Listed(for use with wet pipe and dry LFII Residential 4.9K Pendent and number of design sprinklers is to be pipe systems) Recessed Pendent Sprinklers are UL the four most hydraulically demanding C-UL Listed(for use only with wet pipe and C-UL Listed for installation in sprinklers. The minimum required dis- systems) accordance with this section. charge from each of the four sprinklers Certified to all requirements of Residential Sprinkler is to be the greater of the following: NSF/ANSI 61 Design Guide • The flow rates given in Table A or When conditions exist that are outside B as a function of temperature Note:Sprinklers with a polyester finish the scope of the provided criteria,refer rating and the maximum allowable are UL Listed as corrosion-resistant to the Residential Sprinkler Design coverage area. sprinklers. Guide TFP490 for the manufactur- See the Design Criteria section for details er's recommendations that may be A minimum discharge of co gp on these approvals, acceptable to the local authority having over the design area comprised jurisdiction. of the four most hydraulically Maximum Working Pressure demanding sprinklers for actual 175 psi(12,1 bar) System Types coverage areas protected by the Discharge Coefficient Per the UL Listing, wet pipe and dry four sprinklers. K=4.9 GPM/psi'/=(70,6 LPM/bar'/2) pipe systems may be utilized. Per the The number of design sprinklers speci- Tem erature Ratin C-UL Listing, only wet pipe systems fied in NFPA 13 for wet pipe systems is p g may be utilized. 155°F(68°C)or 175°F(79°C) to be applied when designing dry pipe Finishes Refer to Technical Data Sheet TFP485 systems. for the use of residential sprinklers in Natural Brass,Pure White Polyester residential dry pipe systems. Dry Pipe System Water Delivery Coated,Signal White Polyester Coated,or When using the Series LFII Residential Chrome Plated Ceiling Types Sprinklers (TY2234) in dry pipe sprin- Physical Characteristics Smooth flat horizontal, or beamed, or kler systems, the time for water deliv- Fame ........................ .....Brass sloped, in accordance with the 2013 ery must not exceed 15 seconds for the Button................... ...... Copper Edition of NFPA 13D, 13R, or 13, as most remote operating sprinkler. Sealing Assembly..Beryllium Nickel w/TEFLON applicable. Bulb(3 mm)................... .... Glass Obstruction to Compression Screw. ................Bronze Hydraulic Design Water Distribution Deflector..........................Bronze (NFPA 13D and 13R) Sprinklers are to be located in accor- For systems designed to NFPA 13D dance with the obstruction rules of Operation or NFPA 13R, the minimum required NFPA 13D, 13R, and 13 as applicable sprinkler flow rates are given in for residential sprinklers as well as with The glass bulb contains a fluid that Tables A and B as a function of tem- the obstruction criteria described within expands when exposed to heat.When perature rating and the maximum the Technical Data Sheet TFP490. the rated temperature is reached, the allowable coverage areas. The fluid expands sufficiently to shatter the sprinkler flow rate is the minimum Operational Sensitivity glass bulb, allowing the sprinkler to required discharge from each of the Sprinklers are to be installed with a activate and flow water. total number of design sprinklers as deflector-to-ceiling distance of 1-1/4 in. specified in NFPA 13D or NFPA 13R. to 4 in. The number of design sprinklers speci- fied in NFPA 13D and 13R for wet pipe TFP400 Page 3 of 6 WET PIPE SYSTEM Minimum Flow and Residual Pressure(2)(3) Maximum Ordinary Temperature Rating Intermediate Temperature Rating Coverage 155°F(68°C) 175°F(79°C) Minimum Area(1) Deflector to Installation Spacing ft x ft Flow Pressure Flow Pressure Ceiling Type ft (m x m) gpm psi gpm psi (m) (I/min) (bar) (1/min) (bar) 12 x 12 13 7.0 13 7.0 (3,7 x 3,7) (49,2) (0,48) (49,2) (0,48) Smooth Ceilings 14 x 14 13 7.0 13 7.0 1-1/4 in.to 4 in. (4,3 x 4,3) (49,2) (0,48) (49,2) (0,48) Recessed Beamed using Style 20 16 x 16 13 7.0 13 7.0 Ceilings per Escutcheon or 8 (4,9 x 4,9) (49,2) (0,48) (49,2) (0,48) NFPA 13D non-recessed (2,4) or 13R per NFPA 13D, 18 x 18 17 12.0 17 12.0 1-1/4 in.to 13R,or 13 (5,5 x 5,5) (64,3) (0,83) (64,3) (0,83) 1-3/4 in.below 20 x 20 20 16.7 20 16.7 bottom of beam. (6,1 x 6,1) (75,7) (1,15) (75,7) (1,15) Notes: 1. For coverage area dimensions less than or between those indicated,use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated, 2. Requirement is based on minimum flow in gpm(Ipm)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.See Hydraulic Design under the Design Criteria section. 3, For NFPA 13 residential applications,the greater of 0.1 gpm/ft2 over the design area or the flow in accordance with the criteria in this table must be used, TABLE A WET PIPE SYSTEM SERIES LF/l RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS(TY2234) NFPA 13D, 13R,AND 13 HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEM Minimum Flow and Residual Pressure(2)(3) Maximum Coveragge Ordinary Temperature Rating Intermediate Temperature Rating Area( 155°F(68°C) 175°F(79°C) Minimum ft x ft Deflector to Installation Spacing (m x m) Flow Pressure Flow Pressure Ceiling Type ft gpm psi gpm psi (m) (1/min) (bar) (1/min) (bar) 12 x 12 13 7.0 13 7.0 (3,7 x 3,7) (49,2) (0,48) (49,2) (0,48) Smooth Ceilings 14 x 14 14 8.2 14 8.2 1-1/4 in.to 4 in. (4,3 x 4,3) (53,0) (0,57) (53,0) (0,57) Recessed Beamed using Style 20 16 x 16 15 9A 15 9.4 Ceilings Escutcheon or 8 (4,9 x 4,9) (56,8) (0,65) (56,8) (0,65) per NFPA 13D non-recessed (2,4) or 13R per NFPA 13D, 18 x 18 18 13.5 18 13.5 1-1/4 in.to 13R,or 13 (5,5 x 5,5) (68,1) (0,93) (68,1) (0,93) 1-3/4 in.below 20 x 20 21 18.4 21 18.4 bottom of (6,1 x 6,1) (79,5) (1,27) (79,5) (1 27) beam. Notes: 1_ For coverage area dimensions less than or between those indicated,use the minimum required flow for the next highest coverage area for which hydraulic design criteria are staled. 2. Requirement is based on minimum flow in gpm(Ipm)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.See Hydraulic Design under the Design Criteria section. 3. For NFPA 13 residential applications,the greater of 0.1 gpm/ft2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE B DRY PIPE SYSTEM SERIES LFII RESIDENTIAL 4,9K PENDENT AND RECESSED PENDENT SPRINKLERS(TY2234) NFPA 13D, 13R,AND 13 HYDRAULIC DESIGN CRITERIA TFP400 Page 4of6 Sprinkler Spacing The minimum spacing between sprin- 2-7/8" DIA. klers is 8 ft 2,4 m . The maximum (73,0 mm) 112" 12,7 mm spacing between sprinklers cannot (11,1±3,2 mm) " exceed the length of the coverage area _ , DIA. 1/4 (6,4 mm) (572 (Table A or B)being hydraulically calcu- FACE OF mm) lated(for example,maximum 12 ft for a SPRINKLER MOUNTING 12 ft x 12 ft coverage area, or 20 ft for FITTING PLATE a 20 ft x 20 ft coverage area). 1 Installation A I TYCO RAPID RESPONSE Series �� A LFII Residential 4.9K Pendent and MOUNTING Recessed Pendent Sprinklers must SURFACE 1/8" be installed in accordance with this (3,2 mm) section. General Instructions 1-3/8"(34,9 mm) Do not install any bulb type sprinkler CLOSURE TY2234 1-1/8"(28,6 mm) if the bulb is cracked or there is a loss FIGURE 2 kl liquid from the bulb.With the sprin- STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE slot held horizontally,a small air bubble should be present.The diameter of the RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT SPRINKLER air bubble is approximately 1/16 in. (1,6 mm). WRENCH A leak-tight 1/2 in. NPT sprinkler joint RECESS should be obtained by applying a min- imum-to-maximum torque of 7 to 14 WRENCH RECESS lb-ft (9,5 to 19,0 N•m). Higher levels of (END"A" USED torque can distort the sprinkler Inlet FORTY2234) with consequent leakage or impairment of the sprinkler. FIGURE 3 Do not attempt to compensate for W-TYPE 6 insufficient adjustment in an Escutch- SPRINKLER WRENCH eon Plate by under-or over-tightening PUSH WRENCH the sprinkler. Re-adjust the position of Step C. Tighten the sprinkler into the IN TO ENSURE the sprinkler fitting to suit. sprinkler fitting using only the W Type 7 ENGAGEMENT Recessed Sprinkler Wrench(Figure 4). WITH SPRINKLER Pendent Sprinklers With reference to Figure 1, apply the WRENCHING AREA The Series LFII Residential Pendent W-Type 7 Recessed Sprinkler Wrench Sprinklers must be installed in accor- FIGURE 4 P to the sprinkler wrench flats. dance with the following instructions: W-TYPE 7 RECESSED Step D. After the ceiling has been SPRINKLER WRENCH Step 1.Install pendent sprinklers in the installed or the finish coat has been pendent position with the deflector par- applied, slide on the Style 20 Closure allel to the ceiling. over the Series LFII Residential Sprin- Step 2. With pipe thread sealant kler and push the Closure over the applied to the pipe threads, hand- Mounting Plate until its flange comes tighten the sprinkler into the sprinkler in contact with the ceiling. fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench(Figure 3).With ref- erence to Figure 1,apply the W-Type 6 Sprinkler Wrench to the wrench flats. Recessed Pendent Sprinklers The Series LFII Residential Recessed Pendent Sprinklers must be installed in accordance with the following instructions: Step A.Install recessed pendent sprin- klers in the pendent position with the deflector parallel to the ceiling. Step B. After installing the Style 20 Mounting Plate over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. �. �; I TFP400 Page 5of6 Care and limited Ordering Maintenance Warranty Procedure TYCO RAPID RESPONSE Series For warranty terms and conditions,visit Contact your local distributor for avail- LFII Residential 4.91K Pendent and www.tyco-fire.com. ability.When placing an order,indicate Recessed Pendent Sprinklers must be the full product name and part number maintained and serviced in accordance (P/N). with this section: Sprinkler Assemblies Before closing a fire protection system Specify: Series LFII 4.91K Residential main control valve for maintenance Pendent Sprinkler (TY2234), (specify work on the fire protection system that temperature rating),with(specify)finish, it controls, permission to shut down the P/N (specify): affected fire protection system must be 155°F(66°C) obtained from the proper authorities Natural Brass................. 51-201-1-155 and notify all personnel who may be Pure White(RAL 9010) affected by this action. Polyester1:2 ..................51-201-3-155 Absence of the outer piece of an Signal White(RAL 9003) p Polyester'....................51-201-4-155 escutcheon, which is used to cover Chrome Plated................51-201-9-155 a clearance hole, can delay sprinkler 175°F(79°C) operation In a fire Situation. Natural Brass................. 51-201-1-175 The owner must assure that the sprin- Pure White(RAL 9010) Polyester' 2..................51-201-3-175 klers are not used for hanging any Signal White(RAL 9003) objects and that the sprinklers are only Polyester'....................51-201-4-175 cleaned by means of gently dusting Chrome Plated................51-201-9-175 with a feather duster; otherwise, non- 1. ULListedascorrosion-resistant. operation in the event of a fire or inad- 2. Eastern Hemisphere sales only. vertent operation may result. Recessed Escutcheon Sprinklers which are found to be Specify: Style 20 Recessed Escutch- leaking or exhibiting visible signs of eon with(specify*)finish, P/N(specify*) corrosion must be replaced. *Refer to Technical Data Sheet TFP770. Automatic sprinklers must never be painted, plated, coated, or other- Sprinkler Wrenches wise altered after leaving the factory. Specify: W-Type 6 Sprinkler Wrench, Modified sprinklers must be replaced. P/N 56-000-6-387 Sprinklers that have been exposed to Specify: W-Type 7 Sprinkler Wrench, corrosive products of combustion, but P/N 56-850-4-001 have not operated,should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage,or the like,must be replaced.Also,replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb.Seethe Installation section. The owner is responsible for the inspection,testing,and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the NATIONAL FIRE PROTECTION ASSOCIATION,for example, NFPA 25, in addition to the standards of any authorities having jurisdiction.Contact the installing contractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. I '� TFP400 Page 6 of 6 1400 Pennbrook Parkway.Lansdale,PA 194461 Telephone+1-215-362-0700 �r ®2019 Johnson Controls.All rights reserved.All specificalions and other information shown were current as of document revision date and are subject to change without notice, Johnson NATIONAL FIRE PROTECTION ASSOCIATION and NFPA ara mglstared Iredeinarkc o1 National Flre P—dion Association; Controls TEFLON la a registered nademerk oI OaPont I tqC0Worldwide www.tyco-fire.com Fire Protection Contacts Products Series DS-1 Dry-Type Sprinklers 5.6K Horizontal Sidewall Standard and Quick Response, Extended Coverage General Sprinkler Description Identification . TYCO Series DS-1 Dry-Type Sprinklers, Numbers (SINS) 1 5.6 K-factor Horizontal Sidewall, Standard (5 mm Bulb) and Quick TY3338-3 mm Bulb Type s . Response(3 mm Bulb)and Extended TY3358-5 mm Bulb Type Coverage, are decorative glass bulb automatic sprinklers typically used Technical where the sprinklers and/or a portion of the connecting piping may be Data exposed to freezing temperatures;for example, horizontal piping extensions Approvals through a wall to protect an unheated UL and C-UL Listed area of a building. Series DS-1 Operation Dry-Type Sprinklers are designed for NYC Approved under MEA 352-01-E extended coverage use in light hazard Refer to Table A. When TYCO Series DS-1 Dry-Type Sprinklers are in service, water is occupancies. Maximum Working Pressure prevented from entering the assembly 175 ET psi(12.1 bar) by the Plug and Gasketed Spring Plate ORMSeal (Ref. Figure 1) in the Inlet of the Series DS-1 Dry-Type Sprinklers Inlet Thread Connections sprinkler. described herein must be installed 1 inch NPT or The lass bulb contains a fluid that and maintained in compliance with ISO 7-R 1 g this document, as well as with the expands when exposed to heat.When applicable standards of the National Discharge Coefficient the rated temperature is reached, the Fire Protection Association(NFPA), in K=5.6 gpm/psili2 fluid expands sufficiently to shatter addition to the standards of any other (80,6 Ipm/barli2) the glass bulb, and the Bulb Seat is authorities having jurisdiction.Failure to released. do so may impair the performance of Temperature Ratings The compressed Spring is then able these devices. Refer to Table A. to expand and push the Water Tube as The owner is responsible for main- Finishes well as the Guide Tube outward. This taining their fire protection system and Sprinkler: Natural Brass, Chrome action simultaneously pulls inward on devices in proper operating condition. Plated, or Signal White the Yoke, withdrawing the Plug and Contact the installing contractor Escutcheon: Signal White, Chrome Gasketed Spring Plate Seal from the e or product manufacturer with any Plated Inlet allowing the sprinkler to activate , a Brass rass Plated and flow water. Series DS-1 Dry-Type Sprinklers must Physical Characteristics only be installed in fittings that meet Inlet. . . . .. .. . . .. . . . . . . . . . Copper the requirements of the Design Criteria Plug . . .... .. .... ... . . . . . Copper section. Yoke . ........... .. Stainless Steel Casing ............ . . . Galvanized Carbon Steel Insert . . . . ......... . . . . . . Bronze IMPORTANT Bulb Seat . ......... Stainless Steel Always refer to Technical Data Bulb . . . . . . . . . . . . . . . . . . . . . .Glass Compression Screw. . . . . . . . Bronze Sheet TFP700 for the "INSTALLER Deflector. . . . . . . . . . . . . . . . . Bronze WARNING"that provides cautions Frame. . . . . . . . . . . . . . . . . . . Bronze with respect to handling and instal- Guide Tube. . . . . . . . . Stainless Steel lation of sprinkler systems and Water Tube. . . . . . . . . Stainless Steel components.Improper handling and Spring. . . . . . . . . . . . . Stainless Steel installation can permanently damage Gasketed Spring a sprinkler system or its compo- Plate Seal. . . . . . . . . Beryllium Nickel nents and cause the sprinkler to fail w/TEFLON to operate in a fire situation or cause Escutcheon . . . . . . . . . .Carbon Steel it to operate prematurely. Page 1 of 8 SEPTEMBER 2014 TFPS20 TFPS20 Page 2 of 8 PLUG WITH YOKE INLET CASING INSERT FRAME 3 or 5 mm DEFLECTOR GASKETED SPRING BAND BULB PLATE SEAL , , , WATER GUIDE BULB VENT COMPRESSION INLET 1" NPT SPRING TUBE TUBE SEAT HOLE SCREW FIGURE 1 EXTENDED COVERAGE HORIZONTAL SIDEWALL ASSEMBLY ORDER LENGTHS: 2-3/4"to 48" (69,9 to 1219,2 mm) — _ 2-3/8"±1/8" IN 1/4"(6,4 mm) r (60,3±3,2 mm) INCREMENTS 11 FACE OF FACE OF MOUNTING SPRINKLER 1-3/4" DIA. SURFACE FITTING (44,5 mm) 3" DIA. (76,2 mm) SPRINKLER FITTING (REFER TO DESIGN CENTERLINE 7/16" CRITERIA SECTION) OF WATERWAY (11,1 mm) FIGURE 2 EXTENDED COVERAGE HORIZONTAL SIDEWALL WITH STANDARD ESCUTCHEON TY3338(3 MM BULB)AND TY3358(5 MM BULB) Design The unused outlet of the threaded tee is the configuration shown in Figure 4 to plugged as shown in Figure 5. assure complete water drainage from Criteria You can also install Series DS-1 above Series DS-1 Dry Type Sprinklers Dry-Type Sprinklers in the outlet. and the branch line. Failure to do so TYCO Series DS-1 Dry-Type Sprinklers may result in pipe freezing and water are intended for use in fire sprinkler The configuration shown in Figure 6 is damage. systems designed in accordance only applicable for wet pipe systems with the standard installation rules where the sprinkler fitting and water- ,® recognized b the applicable Listing filled pipe above ilia spriiiklei fitting aie g y pp g not subject to freezing and where the Do not install Series DS-1 Dry-Type or Approval agency; for example, Sprinklers into any other type fitting UL Listing is based on NFPA 13 length of the Dry-Type Sprinkler has the without first consulting the Technical requirements. minimum exposure length depicted in Figure 6. Refer to the Exposure Length Services Department.Failure to use the Sprinkler Fittings section. apprnpriatP fitting may result in one of Install 1 inch NPT Series DS-1 Dry-Type the following: For wet pipe system installations of Sprinklers in the 1 inch NPT outlet or 1 inch NPT Series DS-1 Dry-Type • failure of the sprinkler to operate prop- run of the following fittings: Sprinklers connected to CPVC piping, erly due to formation of ice over the • malleable or ductile iron threaded use only the following TYCO CPVC Inlet Plug or binding of the Inlet Plug tee fittings that meet the dimen- fittings: •insufficient engagement of the Inlet sional requirements of ANSI B16.3 . 1" x 1" NPT Female Adapter (P/N Pipe threads with consequent leakage (Class 150) 80145) Drainage • cast iron threaded tee fittings that . 1" x 1" x 1" NPT Sprinkler Head In accordance with the minimum meet the dimensional requirements Adapter Tee(P/N 80249) requirements of the National Fire of ANSI B16.4(Class 125) Protection Association for dry pipe For dry pipe system installations, use sprinkler systems, branch, cross, and Do not install Series DS-1 Dry-Type only the side outlet of maximum 2-1/2 feed-main piping connected to Dry Sprinklers into elbow fittings.The Inlet inch reducing tee when locating Series of the sprinkler can contact the interior DS-1 Dry Type Sprinklers directly Sprinklers and subject to freezing of the elbow. temperatures must be pitched for below the branch line.Otherwise, use proper drainage. TFPS20 Page 3 of 8 WRENCH —' FLAT WRENCH RECESS '�ee I PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCH FLATS FIGURE 3 W-TYPE 7 SPRINKLER WRENCH DSB-2 EXPOSURE TO DRY RUN INTENDED LENGTH _ SYSTEM OUTLET FOR FREEZER ~(SEE DESIGN PLUGGED STRUCTURES CRITERIA SECTION) O FACE SPRINKLER FITTING 1 INCH DSB-2 NPT TEE INTENDED (SEE DESIGN FOR FREEZER CRITERIA STRUCTURES �� SECTION) DSB-2 TO DRY INTENDED SYSTEM FOR FREEZER STRUCTURES FIGURE 4 FIGURE 5 SPRINKLER FITTING SPRINKLER FITTING FIGURE 6 UNHEATED AREA UNHEATED AREA EXPOSURE LENGTH 1-3/4" DIA. Exposure Length Clearance Space (44,5 mm) When using Dry Sprinklers in wet pipe In accordance with Section 8.4.9.2 CLEARANCE INSULATED sprinkler systems to protect areas of the 2010 edition of NFPA 13, when HOLE FREEZER subject to freezing temperatures, use connecting an area subject to freezing ADHESIVE STRUCTURE Table C to determine a sprinkler's and an area containing a wet pipe appropriate exposed barrel length sprinkler system,the clearance space to prevent water from freezing in the around the sprinkler barrel of Dry Type DS13-2 connecting pipes due to conduction. Sprinklers must be sealed. Due to BOOT The exposed barrel length measure- temperature differences between two ment must be taken from the face of areas, the potential for the formation the sprinkler fitting to the surface of the of condensation in the sprinkler and structure or insulation that is exposed subsequent ice build-up is increased.If } to the heated area.Refer to Figure 6 for this condensation is not controlled, ice an example. build-up can occur that might damage For protected area temperatures the dry-type sprinkler and/or prevent between those given above, the proper operation in a fire situation. STRAP TIES DS-1 minimum recommended length from Use of the Model DSB-2 Dry Sprinkler (ENDS ON SHOWN WITH the face of the fitting to the outside of Boot, described in Technical Data OPPOSING STANDARD the protected area may be determined Sheet TFP591 and shown in Figure 7, SIDES OF ESCUTCHEON by interpolating between the indicated can provide the recommended seal. BOOT) values. FIGURE 7 MODEL DSB-2 DRY SPRINKLER BOOT WITH DRY-TYPE SPRINKLER TFPS20 Page 4 of 8 TY3338 Horizontal Sidewall with Standard Escutcheon (3 mm Bulb Type) TY3358 Horizontal Sidewall with Standard Escutcheon Temperature Bulb Color (5 mm Bulb Type) Rating Code (Ref.Figure 2) SPRINKLER FINISH Natural Brass Chrome Plated Signal White 135°F(57°C) Orange 1,2,3 155°F(68°C) Red Notes: 1. Listed by Underwriters Laboratories,Inc.(maximum order length of 48 inches). 2. Listed by Underwriters Laboratories for use In Canada(maximum order length of 48 inches). 3- Approved by the City of New York under MEA 352-01-E. TABLE A SERIES DS-1 EXTENDED COVERAGE HORIZONTAL SIDEWALL DRY-TYPE SPRINKLERS LABORATORY LISTINGS AND APPROVALS Coverage' Top of Minimum Minimum Deflector-to-Ceiling W x L, Flow, Pressure, Temperature z Application Ft.x Ft. gpm psi Rating Distance , (m x m) (Ipm) (bar) Inches (mm) 16 x 16 26 21.6 TY3338 Horizontal Sidewall (4,9 x 4,9) (98) (1,49) (3 mm Bulb Type) 16 x 18 29 26.8 For Quick Response, (4,9 x 5,5) (110) (1,85) Light Hazard 16 x 20 32 32.7 Extended Coverage (4,9 x 6,1) (121) (2,25) per NFPA 13 18 x 16 29 26.8 (5,5 x 4,9) (110) (1,85) 135T and 155T 4 to 12 16 x 16 26 21.6 (57°C and 68°C) (100 to 300) TY3358 Horizontal Sidewall (4,9 x 4,9) (98) (1,49) (5 mm Bulb Type) 16 x 18 29 26.8 For Standard Response, (4,9 x 5,5) (110) (1,85) Light Hazard 16 x 20 32 32.7 Extonded Coverage (4,9 x 6,1) (121) (2,25) per NFPA 13 18 x 16 29 26.8 (5,5 x 4,9) (110) (1,85) Notes. 1. The minimum allowable spacing between sprinklers to prevent cold soldering is 14 feet(4,3 m). 2. To meet the deflector-t -celling distance of 4 to 12 inches(100 to 000 mm).the centerline of the sprinkler waterway must be 4 7/1 G to 12 7/16 inoheo below the oeiling. TABLE B SERIES DS-1 EXTENDED COVERAGE HORIZONTAL SIDEWALL DRY-TYPE SPRINKLERS UL AND C-UL INSTALLATION CRITERIA TFPS2O Page 5 of 8 Temperatures for Heated Area' Ambient Temperature 40°F 50°F 60°F Exposed to (4°C) (10°C) (16°C) Discharge End of Sprinkler Minimum Exposed Barrel Length2, Inches (mm) 40'F 0 (4°C) 0 0 30°F 0 0 0 (-1°C) 20°F 4 0 0 (-7°C) (100) 10°F 8 1 0 (-12°C) (200) (25) 0°F 12 3 (-18°C) (305) (75) 0 -10°F 14 4 1 (-23°C) (355) (100) (25) -20°F 14 6 3 (-29°C) (355) (150) (75) -30°F 16 8 4 (-34°C) (405) (200) (100) -40°F 18 8 4 (-40°C) (455) (200) (100) -50°F 20 10 6 (-46°C) (510) (255) (150) -60°F 20 10 6 (-51°C) (510) (255) (150) Notes: 1. For protected area temperatures that occur between values listed above,use the next cooler temperature. 2. These lengths are inclusive of wind velocities up to 30 mph(16,6 kph). TABLE C EXPOSED SPRINKLER BARRELS IN WET PIPE SYSTEMS MINIMUM RECOMMENDED LENGTHS TFPS2O Page 6 of 8 Installation Step 4. After installing the ceiling or The owner is responsible for the wall and applying a ceiling finish,slide inspection, testing, and mainte- TYCO Series DS-1 Dry-Type Sprinklers on the outer piece of the escutcheon nance of their fire protection system must be installed in accordance with until it comes in contact with the ceiling and devices in compliance with this this section. or wall. Do not lift the ceiling panel out document, as well as with the appli- of its normal position. cable standards of the National Fire General Instructions Protection Association(e.g., NFPA 25), Series DS-1 Dry-Type Sprinklers must Care and in addition to the standards of any other only be installed in fittings that meet authorities having jurisdiction.Contact the requirements of the Design Criteria the installing contractor or product section. Refer to the Design Criteria Maintenance manufacturer with any questions. section for other important require- TYCO Series DS-1 Dry-Type Sprinklers Automatic sprinkler systems are recom- ments regarding piping design and must be maintained and serviced in mended to be inspected, tested, and sealing of the clearance space around accordance with this section. maintained by a qualified Inspection the Sprinkler Casing. Service in accordance with local Do not install any bulb type sprinkler if Before closing a fire protection system requirements and/or national codes. the bulb is cracked or there is a loss of main control valve for maintenance work on the fire protection system liquid from the bulb.With the sprinkler h that it controls, obtain permission to held horizontally, a small air bubble should be present.The diameter of the shut down the affected fire protection systems from the proper authorities air bubble is approximately 1/16 inch (1,6 mm). and notify all personnel who may be affected by this action. A leak-tight 1 inch NPT sprinkler joint Absence of the outer piece of an should be obtained by applying a escutcheon, which is used to cover a minimum-to-maximum torque of clearance hole, may delay the time to 20 to 30 ft.-lbs. (26,8 to 40,2 Nm). sprinkler operation in a fire situation. Higher levels of torque may distort the sprinkler Inlet with consequent leakage A Vent Hole is provided in the Bulb Seat or impairment of the sprinkler. (Figure 1)to indicate if the Dry Sprinkler Do not attempt to compensate is remaining dry. Evidence of leakage from the Vent Hole is an indication that for insufficient adjustment in an e there may be seepage past the Inlet escutcheon plate by under or over- tightening the sprinkler. Re-adjust the seal and that the sprinkler needs to be position of the sprinkler fitting to suit. removed for determining the cause of leakage(e.g.,an improper installation or Step 1.Install horizontal sidewall sprin- an ice plug).The fire protection system klers in the horizontal position with their control valve must be closed and the centerline of waterway perpendicular to system drained before removing the the back wall and parallel to the ceiling. sprinkler. The word "TOP"on the Deflector is to Sprinklers which are found to be face towards the ceiling. leaking or exhibiting visible signs of Step 2. With a non-hardening pipe- corrosion must be replaced. thread sealant such as TEFLON tape Automatic sprinklers must never be applied to the Inlet threads, hand- painted, plated, coated, or otherwise tighten the sprinkler into the sprinkler altered after leaving the factory. fitting. Modified sprinklers must be replaced. Step 3. Wrench-tighten the sprinkler Sprinklers that have been exposed to using either: corrosive products of combustion, but • a pipe wrench on the Inlet Band or the have not operated,should be replaced Casing(Ref. Figure 1) if they cannot be completely cleaned by wiping the sprinkler with a cloth or •the W Type 7 Sprinkler Wrench on the by brushing it with a soft bristle brush. Wrench Flat(Ref. Figure 3) Care must be exercised to avoid Apply the Wrench Recess of the damage to the sprinklers — before, W-Type 7 Sprinkler Wrench to the during,and after installation.Sprinklers Wrench Flat. damaged by dropping,striking,wrench Note: If sprinkler removal becomes twist/slippage, or the like, must be necessary, remove the sprinkler using replaced. Also, replace any sprinkler the same wrenching method noted that has a cracked bulb or that has lost above.Sprinkler removal is easier when liquid from its bulb. (Ref. Installation a non-hardening sealant was used Section.) and torque guidelines were followed. If a sprinkler must be removed,do not After removal, inspect the sprinkler for reinstall it or a replacement without damage. reinstalling the Cover Plate Assembly. If a Cover Plate Assembly becomes dislodged during service, replace it immediately. TFP520 Page 7 of 8 P/N* 60 - XXX - X - XXX ORDER SPRINKLER ESCUTCHEON LENGTH** SIN FINISH FINISH 055 5.50" 350 EC Sidewall 3 mm Bulb TY3338 0 CHROME SIGNAL WHITE (1"NPT), 135°F(57°C) PLATED (RAL9003) 082 8.25" 351 EC Sidewall 3 mm Bulb TY3338 1 NATURAL SIGNAL WHITE (1"NPT), 155°F(68°C) BRASS (RAL9003) 180 18.00' 2 NATURAL BRASS BRASS PLATED 187 18.75" 950 EC Sidewall 5 mm Bulb TY3358 4 SIGNAL WHITE SIGNAL WHITE (1"NPT),135°F(57°C) (RAL9003) (RAL9003) 372 37.25" 951 EC Sidewall 5 mm Bulb TY3358 g CHROME CHROME (1"NPT), 155°F(68°C) PLATED PLATED 480 48.00" Motes: Use Prefix"I"for ISO 7-R 1 Connection(e.g.,1-60-351-1-180). Dry-Type Sprinklers are furnished based upon"Order Length"as measured per Figure 2. After the measurement is taken,round it to the nearest 1/41nch increment. TABLE D SERIES DS-1 STANDARD AND QUICK RESPONSE, STANDARD COVERAGE, DRY-TYPE SPRINKLERS PART NUMBER SELECTION Limited Ordering • Part Number from Table D Warrant Procedure Sprinkler Wrench Y Specify W-Type 7 Sprinkler Wrench, For warranty terms and conditions, Contact your local distributor for avail- P/N 56-850-4-001 visit www.tyco-fire.com. ability.When placing an order, indicate the full product name, including Sprinkler Boot description and Part Number(P/N). Specify Model DSB-2 Dry Sprinkler Boot, P/N 63-000-0-002 Dry Sprinklers This Part Number includes one (1) When ordering 5.6 K-factor Boot, two (2) Strap Ties, and 1/3 oz. Series DS-1 Horizontal Sidewall, of Adhesive (a sufficient quantity for Standard or Quick Response,Extended installing one boot). Coverage Dry-Type Sprinklers,specify the following information: • SIN: TY3338—Quick Response TY3358—Standard Response • Bulb Size(3 or 5 mm) • Order Length: Dry-Type Sprinklers are furnished based upon Order Length as measured from the face of the wall to the face of the sprinkler fitting(Ref. Figure 2). After the measurement is taken,round it to the nearest 1/4 inch increment. • Inlet Connections: 1 inch NPT or ISO 7-R 1 • Temperature Rating • Sprinkler Finish • Standard Escutcheon and Finish TFP520 Page 8 of 8 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway,Lansdale,PA 19446 1 Telephone+1-215-362-0700 Copyright©2014 Tyco Fire Products, LP. All rights reserved. tgco TFFLON is trademark of The DuPont Corporation Fire Protection Products C!) TOLCW� hrNnd of Revision 1/21/2011 Fig. 980 - Universal Swivel Sway Brace Attachment C@USLow Size Range — One size fits bracing pipe 1" thru 2", TOLCO 12 gauge channel, and all <8> structural steel up to 1/4" thick. Material — Carbon Steel Component of State of California OSHPD Approved Function — Multi-functional attachment to structure or Seismic Restraints System braced pipe fitting. Features — This product's design incorporates a concen- tric attachment opening which is critical to the performance H of structural seismic connections. NFPA 13 (2010) 9.3.5.8A indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation — The Fig.980 is the structural or transitional A attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the B "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or 4B to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should he followed. To Install — Place the Fig. 980 onto the "bracir401111111l Tighten the set bolt until set bolt head breaks off. Attachment can pivot for adjustment to proper bra -Angle. Approvals — Underwriters Laboratories Listed in the USA(UL) and Canada(cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note — The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000, Fig. 2002, Fig. 4A, Fig. 4B or Fig. 4L Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the require- ments of Underwriters' Laboratories and the National Fire Protection Association (NFPA) Finish — Plain - - -�,-- Note — Available in Electro-Galvanized finish. w Order By — Figure number and finish. Pat.#6,273,372, Pat.#6,517,030, Pat.#6,953,174, Pat. #6,708,930, Pat.#7,191,987, Pat.#7,441,730, Pat.#7,669,806 1 ° Lateral Brace Dimensions •Weights Max. Design Max. Design Approx. A B H* Load Lbs. Load Lbs.** Wt./100 (cULus) (FM) 51/4 17/6 17/32 2765 2800 132 Available with hole sizes to accommodate up to 3/4"fastener. Consult factory. The loads listed are axial loads on the brace.The horizontal load capacity, H,of the brace is: H =F x sin 0,where 0 is the installation angle measured from the vertical. TOLCOrO brand bracing components are desgined to be compatible ONLY with other TOLCOD brand bracing components,resulting in a Listed seismic bracing assembly. DISCLAIMER — NIBCO does NOT warrant against the failure of TOLCOO brand bracing components, in the instance that such TOLCOO brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCOO brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE •CORONA,CA 92879•PH: 951337.55M•FAX: 951.737.0330 CUSTOMER SERVICE•1100.786.5266 www.roko.com t • ■ Component of State of Fig. 906 - Sway Brace Multi-Fastener Adapter California OSHPDApproved Seismic Restraints System Size Range — Use with 1"and 1'/4"TOLCO UL listed Fig. 900 Series Earthquake Brace Attachments. C&US Material — Carbon Steel LISTED Application — Allows sway brace fittings to develop greater load carry- ing ability by providing multiple fastener attachments. The National Fire Protection (NFPA) provides information on fastener loads to various struc- tures. Refer to NFPA 13 (2010)9.3.5.9.1. Approvals — Underwriters Laboratories Listed in the USA(UL)and H1 Canada(cUL)only when used with TOLCO 900 Series Earthquake Braceg Attachments. Included in our Seismic Restraints Catalog approved by the H2 State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating D to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. )< Installation Instructions — The Fig. 906 is a multiple fastener structural C attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, "brac- H1 ing pipe"and a TOLCO "braced pipe"attachment to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. A To Install — Attach the Fig.906 to the structural surface as per fastener design guidelines. Attach other TOLCO transitional attachment fitting Fig. 909,910, 980 or 986. Transitional fitting attachment can pivot for adjust- C ment to proper brace angle. Finish — Plain Note — Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By — Figure number and specify dimensions H1 and H2. Dimensions•Weights A B C D Hi H2 Approx.Wt./100 12 9 2 Ya Specify Specify Varies Cooper B-Line, Inc.'s("Cooper B-Line")seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly.Cooper B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line,except that,in addition to the other exclusions from Cooper B-Line's warranty,Cooper B-Line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. COOPER B-LINE 1375 Sampson Ave•Corona,CA 92879•800.786.5266•FAX:951.737.0330 COOPER B-Line i iL SAMMYSg FOR WOOD SAMMYS"' FOR WOOD - Vertical Application Application Product Features Not less then wid wood F ^B •No pre-drilling required. 2'nominal width P 9 Q (1�� •quick to install using the Sammy Not less than Nut Driver with an 1 BV cordless 3"nominal drill/driver. J11th'ickness(2-112") depth or side Wood Joist ertical member) _ •Saves time from traditional methods. Double Sheebod Ceiling I •Reduces installation costs. Manufactured in the U.S.A. Composite I Truss Consult lruss manufacturer for recommended installation point 'Pie-drifling may be required for GST .r www.lfwbuildex.com Rod Part Screw Ultimate UL Test FM Test x Case Approvals Size Number Model e• eVERTICAL MOUNT 1/4" 8002957 GST 100 114 x 1" 210 (7116"OSB) 25 125 670 (3/4"Ply) 1/4" 8D03957 GST 200 1/4 x 2" 1760(Fir) 25 125 0- 3/8" 8007957 GST 10 1/4 x 1" 210 (7/16"OSB) 300 25 125 670 (3/4"Ply) Q'' 318" 8008957 GST 20 1/4 x 2" 1760(Fir) 850 1475 25 125 Ll 3/8" 8068925 GST 20-SS 1/4 x 2" 1760(Fir) 850 25 125 #14 Black 44.. 318" 8009925 GST 25-380 318 x 2-1/2" 2113(Fir) 1500 25 125 ParNut t#Driver 0 VOL < 3/8" 8010957 GST 30 1/4 x 3" 2060(Fir) 1500 1475 25 125 3/8" 8069925 GST 30-SS 114 x 3" 2060(Fir) 25 125 1l2" 8013925 GST 2 1/4 x 2" 1760 (Fir) 25 125 1l2" 6015925 GST 3 1/4 x 3" 2275(Fir) 25 125 #14 SW Red Nut Driver Part#8114910 rww�crua[ouea 0S SPECIAL NUT DRIVER SYSTEM:The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time When the face of the driver comes into contact with the material you are installing into,continue drilling until nut driver spins free Installation is then complete Warranty requires the use of the appropriate nut driver for installations OSYSU Series (E)POTTER Outside Screw and Yoke Valy The Symbol of Protection Supervisory Switch Theory of Operation The OSYSU is a 3 position switch.The center position is the normal installation position.Nonnal is when the switch is installed on the OS&Y valve,the valve is fiilly open and the trip rod of the OSYSU is in the groove of the valve stem.Closing the valve causes the trip rod to ride up out of the groove and activates the switches.Removing the OSYSU from the valve causes the spring to pull the trip rod in the other direction and activates the switches. Visual Switch Status Indication There are 3 visual indicators to determine the status of the switches. Fig 1;the actuator button of the micro switches are on the raised section of the switch actuator. Fig 2;the trip rod is perpendicular to the base and lined up with the alignment mark on the mounting bracket. Fig 3;the white visual indicator is visible through the window on the back of the switch actuator. Afinal test is to meter the contacts marked COM and N.O.to ensure they are an open circuit when the valve is open and that they close and have continuity within 2 revolutions of turning the valve handwheel towards the closed position and the contacts remain closed as the valve is completely closed and until the valve is completely opened when the trip rod drops back into the groove in the valve stem. Fig I Fig 2 Fig 3 O O O O Fig 4 Fig S Trip Rod Locking Screw X'] mo . . Micro-Adjustment heature O O ® t O � Q Potter Electric Signal Company,LLC St. Louis, MO Tech Support: 866-956-0988/Customer Service: 866-572-3005 www.pottersignal.com 5401525-REV D • 1115 PAGE 2 OF 6 OSYSU Series (2,) POTTER Outside Screw and Yoke Vale The Symbol of Protection Supervisory Switcg Features • NEMA 4X*(IP 65)and 6P(IP 67) '1r01-1ER 1 *Enclosure is 4X.For additional corrosion protection of mounting hardware, use model OSYSU-2 CRH • -401 to 1400(-40°C to 60°C)operating temperature range • Visual switch indicators • Two conduit entrances • Adjustable length trip rod • Accomodates up to 12AWG wire I • Three position switch detects tampering and valve closure • Knurled mounting bracket prevents slipping [ • Fine adjustment feature for fast,easy installation • RoHS compliant • One or two SPDT contact models(-1,-2) � NI Before any work is done on the fire sprinkler or fire alarm system,the SIGNALING building owner or their authorized representative shall be notified. O s FM Before opening any closed valve,ensure that opening the valve will not C US a\ y cause any damage from water flow due to open or missing sprinklers, LISTED APPROVED piping,etc. Important: This document contains important information on the installation and operation of OS&Y valve supervisory switches. Please read all instructions carefully before beginning installation. A copy of this document is required by NFPA 72 to be maintained on site. Description Technical Specifications The OSYSU is used to monitor the open position of an OS&Y Dimensions See Fig 8 (outside screw and yoke)type gate valve.This device is available in Weight 1.6 lbs(0,73 kg) two models; the OSYSU-1, containing one set of SPDT(Form C) Cover:Die Cast Finish:Red Powder Coal contacts and the OSYSU-2, containing two sets of SPDT(Form C) contacts.These switches mount conveniently to most OS&Y valves Enclosure Base:Die Cast Finish:Black Powder Coat ranging in size from 2"to 12"(50mm to 300mm).They will mount All parts have corrosion resistant finishes on some valves as small as%"(12,5mm). Tamper Resistant Screws The cover is held in place by two tamper resistant screws that require Cover Tamper Optional Cover Tamper Switch Available a special tool to remove.The tool is furnished with each device. OSYSU-I:One Set of SPDT(Form C) Testing The operation of the OSYSU and its associated protective monitoring Contact OSYSU-2:Two Sets of SPDT(Form C) p g Ratings 10.0 Amps at 125/250 VAC system shall be inspected, tested, and maintained in accordance 2.0 Amps at 30VDC Resistive with all applicable local and national codes and standards and/or the Authority Having Jurisdiction(manufacturer recommends quarterly 10 mAmps minimum at 24 VDC or more frequently).A minimum test shall consist of turning the valve -401 F to 140OF(-40°C to 60°C) wheel towards the closed position.The OSYSU shall operate within NEMA 4X(IP 65)and NEMA 6P(IP 67)Enclosure the first two revolutions of the wheel.Full close the valve and ensure Environmental y Limitations (Use suitably rated conduit and connector) that the OSYSU does not restore.Fully open the valve and ensure that Indoor or Outdoor Use (See OSYSU-EX Bulletin the OSYSU restores to normal only when the valve is fully opened. 5400705 for Hazardous locations) ACAUTION Conduit Two Knockouts for 1/2"conduit provided Close the valve fully to determine that the stem threads do not Entrances (See Notice on Page 6) activate the switch. The switch being activated by the stem threads Service Use NFPA 13, 13D, 13R,72 could result in a false valve open indication. Specifications subject to change without notice Potter Electric Signal Company,LLC • St. Louis,MO • Tech Support: 866-956-0988/Customer Service: 866-572-3005 • www,pottersignal com 5401525-REV D • 1115 PAGE 1 OF 6 1 11/14/2014 300 PSI WWP Bronze Ball Valves Dezincification Fire Protection Valve • Threaded or Grooved Body Style • Full Port Design 1" - 2" • Rest""" Standard Port Design 21/2" 300 PSI/20J Bar Non-Shock Cold Water CONFORMS TO MSS SP-110 • `� __ FM APPROVED FOR INDOOR AND OUTDOOR SERVICE • UL LISTED FOR INDOOR AND OUTDOOR SERVICE* • CALIFORNIA STATE FIRE MARSHAL LISTING NO. 7770-1243:103 KT 505-W-8 Threaded MATERIAL LIST PART SPECIFICATION 96 1. Bodv Bronze ASTM B584 Alloy CB4400 2. Ball Chrome Plated Brass ASTM B124 Alloy C37700 3. Seat Ring Carbon-filled PTFE KG-505-W-8 4. Thrust Washer Reinforced PTFE Grooved(2"&2%2"only► 5. Stem Bronze ASTM B371 Alloy C69430 6. Stem 0-Ring Nitrile 7. Retaining Washer Brass e 8. Retaining Ring Steel e 9. Ground Wire Screw Steel e 10, 505-8 Act Assy. Brass ©'� 11. Body End Bronze ASTM B584 Alloy C84400 12. Mounting Screw Steel ,�-- 13, Lock Washer Steel t { 14. Handle Pin Brass 15. Hand Wheel Steel/plastisol coated(11/4"-21/2") I e Brass Tee Handle(1") 16. Indicator Flag Painted Steel 17. Body Gasket Elastomer �Q 11 / 18. Lead Screw 0-Ring Nitrile 19. Thrust Washer Anti-friction Polymer ; 20. Cover Gasket Buna-N 21. Flag Seal 0-Ring Nitrile s3 22. Tamper-Proof Screw Stainless Steel - 23. Pipe Plug(-4 units) Stainless Steel(Not shown) t to to Refer to page 42 for details for TS-2M Switch Kit. t t8 "Compliance woh thn applinahie rorInirnmants of thn Standard for RnMarfly Valves for Fire Protection Service,UL 10918, KT-505-W DIMENSIONS-WEIGHTS-QUANTITIES Dimensions A B Weight Size Threaded Grooved Threaded Grooved C D E F G Cvt Threaded Grooved Box Master In. ram. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. Value Lbs. Kg. Lbs. Kg.11ty. Ctn.nty. 1 25 3.33 85 - 1.66 42 - - 2.11 54 3.81 97 2.31 59 6.14 156 1.75 44 57 6.1 2.77 - - 1 10 11/4 32 4.18 106 - - 2.09 53 - - 2.46 62 4.21 107 2.72 69 6.33 161 3.50 89 103 7.1 3.23 - - 1 8 11/2 40 4.70 119 - - 2.35 50 - - 2.95 74 4.46 113 2.97 75 6.33 161 3.50 89 143 8.1 3.68 - - 1 4 2 50 5.15 131 6.71 170 2.57 65 3.36 85 3.69 94 4.67 119 3.18 81 6.33 161 3.50 89 245 10.7 4.86 9.7 4.40 1 4 21/2 65 5.65 144 7.28 185 2.92 74 3.64 93 3.75 95 4.67 119 3.18 81 6.33 161 3.50 89 183 13.0 5.91 12.6 5.73 1 4 t Note:Cy is defined as the flow in GPM that a valve will carry with a pressure drop of 1.0 psi when the media is water at 60'F. DO NOT USE FOR NATURAL GAS FM UL APPROVED ® NIBCO INC.WORLD HEADQUARTERS-1516 MIDDLEBURY ST.-ELKHART,IN 46516-4740-USA-PH:1.800.234.0227 TECH SERVICES PH:1,888.446.4226-FAX:1.888.336.4226-INTERNATIONAL OFFICE PH:+1.574.295.3327-FAX:+1.574.295.3455 www.nibco.com `r MArMaST CORPORATION GAST Manufacturing, Inc. A Unit of IDEX Corporation Post Office Box 97 2300 M-139 Highway Benton Harbor, Michigan 49023-0097 Phone 269-926-6171 Fax 269-925-8288 www.gastmfg.com Gast Hong Kong Unit 12, 21/F, Block B New Trade Plaza 6, On Ping Street, Shatin N. T. Hong Kong Phone 852-2690-1008 Fax 852-2690-1012 GAST GROUP LTD A Unit of IDEX Corporation Unit 1 1, The 10 Centre Nash Road Redditch, B98 7AS United Kingdom Phone +44 (0)1527-504040 Fax +44 (0)1527-525262 ORegistered Trademark/TmTrademark of Gast Manufacturing Inc., Copyright 02012 Gast Manufacturing Inc.All rights reserved. Tank Un ASME Coded Tank Packages _ ( Tank mounted compressors include gauge,pressure switch, shut off valve,drain valve,check valve and safety valve. B All tank units are wired for 115 volts. I- r For Dry p Y Sprinkler systems Maximum Gallons FREE AIR FLOW POWER OPERATING VOLTAGE DIMENSIONS PIPE SHIP TANK MODEL in System to Pump at 40 PSI RATING FREQUENCY SIZE WT SIZE NUMBER to 40 PSI in 30 Min. INCHES In support of NFPA Standard 13 CFM HP HZ A B C IN.NPT LBS GALLON 1 LAA-46T-M 1000X 90 1.0 1/6 1 15-60-1 19 18 9 1/4 44 2 2LAF-46T-M200EX 150 1.5 1/4 115-60-1 26 21 13 1/4 78 12 3LBA-46T-M300GX 180 2.0 1/3 115-60-1 26 21 13 1/4 80 12 3LEM-46T-M345EX 180 2.0 1/3 115-60-1 26 21 13 1/4 83 12 4LCB-46T-M450GX 300 31 1/2 115/230-60-1 33 26 17 1/4 109 20 5LCA-46T-M550GX 400 4.2 3/4 115/230-60-1 33 26 17 1/4 115 20 6LCF-46T-M616NEX 600 5.9 1 115/208-230-60-1 33 25.5 17 1/4 169 30 7LDE-46T-M750X 800 7.9 11/2 115/230-110/220-60-li 38 28.6 18 3/8 185 30 8LDF-46T-M850X 1000 8.84 2 115/230-50/60-1 38 29.1 18 3/8 200 30 Factory setting:cut-in 30 psi±2 psi/cut-out 50 psi±2 psi Parts , Accessories _- Part Used On AT670 Number Description (See chants fo(full model number) Compressor Mounting Bracket 55S 46S 46T AT670A AJ550 Check Valve 1/4"NPI-Female 1LAA-55S 1LAA-46S 1LAA-46F 3LEM-55S 2LAF-46S 2LAF-461 4LCB-55S 3LBA-46S 3LEM-46T 3LEM-46S 3LBA-46T 41LCB-46S 4LCB-46T 5LCA-d6S 5LCA-46T 6LCF-46T AJ550A Check Valve 3/8"NPT female 6LCF-46S 7LDF-46S 71-DE-46T 8LDF-46S 8LDF-46T For mounting all 55S and 46S tankless models AF631 Shock/isolation mounts 1 LAA-55S 1 LAA-46S 1 LAA-46T 1/4-20 thread both ends 3LEM-55S 2LAF-46S 2LAF-46T to all shapes and sizes of riser pipes. 3LBA-46S 3LBA-46T 3LEM 46S 3LEM 46T Comes complete with all the hardware and AF633 Shock/isolation mounts 4LCB-55S 4LCB-46S 4LCB-46T adjustable stainless steel straps. 5/16-18 thread both ends 51FCA-46S 5LCA 461- 6LCF-46S 6LCF-46T Contact your local sprinkler supply company 7LDE-46S 7LDE-46T or Gast distributor to order. 8LDF-46S 8LDF-46T AK620E Pressure Switch All 55S tankless models (cut-in 13 psi,cut-out 18 psi) AK620D Pressure Switch All 46S tankless models (cut-in 40 psi,cut-out 50 psi) AE163F Pressure Switch All 46T tank models (cut-in 30 psi,cut-out 50 psi) AF634 1 S"hose assy, 1/4'NPT Fittings All models with 1/4"NPT Fittings AH332 16"hose assy. 3/8"NPT Fittings All models with 3/8"NPT Fittings System Air Capacity per Vpipe (Based on actual internal diameter) Diameter(In.) 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 Gallons .016 .028 .045 .078 .106 .174 248 .383 .513 .660 1.04 1.50 2.66 UL_1450 Listed Gast oilless Piston Air Compressors All air compressors shown have open motors. Single phase motors have internal thermal protection. Dual voltage motors are shipped pre-wired for the higher voltage. All tank units are wired for 115 volts. Tankles-s- Units Tankless/Automatic air compressors have inlet filters,a safety valve,pressure switch,check valve,tubing and fittings. SINGLE CYLINDER MODEL TWIN CYLINDER MODEL A A For low pressure air maintenance devices Maximum Gallons in System to Pump FREE AIR FLOW POWER OPERATING VOLTAGE DIMENSIONS PIPE SHIP MODEL to 18 PSI In 30 Min. at 13 PSI RATING FREQUENCY SIZE WT. n w n NUMBER IPnxtof INCHES WFPA5landard t3 (_FM HP HZ A B C I IN.NPT LBS 1LAA-55S-M1000X 250 1.0 1/6 115-60-1 7.67 13.75 9.17 1/4 23.0 3LEM-55S-M345EX 480 1.5 1/3 115-60-1 7.67 14.81 9.37 1/4 1 29.7 4LCB-55S-M450GX 730 2.0 1/2 115-60-1 6.05 16.09 13.29 1/4 ' 40.0 Factory setting:cut-in 13 psi±2 psi/cut-out 18 psi±2 psi For Dry Sprinkler systems Maximum Gallons .FREE AIR FLOW POWER OPERATING VOLTAGE DIMENSIONS PIPE SHIP MODEL in System to Pump at 40 PSI RATING FREQUENCY SIZE WT. NUMBER to 40 PSI in 30 Min, INCHES In suPlxal of NFPA standard 13 CFM HP HZ A B C IN.NPI LEIS 1LAA-46S-M1000X 90 1,0 1/6 115-60-1 8.31 15-25 9.75 1/4 225 2LAF-46S-M200EX 150 1.5 1/4 115-60-1 8.31 15.59 9.75 1/4 24.2 3LBA-46S-M300GX 180 2.0 1/3 115-60-1 8.31 15.55 12.35 1/4 30.2 3LEM-46S-M345EX 180 I 2.0 1/3 115-60-1 9.63 14.81 9.37 1/4 29.2 4LCB-46S-M450GX 300 3.1 1/2 115/230-60-1 8.81 16.09 1332 1/4 39.5 5LCA-46S-M550GX 400 4.2 3/4 115/230-60-1 8.81 16.96 13.37 1/4 47.5 61-CF-46S-M616NEXi 600 5.9 1 1 115/208-230-60-1 8.79 18.91 13.43 3/8 55.2 7LDE-46S-M750X 800 7.9 11/2 1115/230-110/220-60-1 9.80 25,25 1250 3/8 73.0 i 8LDF-46S-M850X 1000 8.84 1 2 115/230-50/60-1 9.80 25.90 12.60 3/8 90.0 Factory setting:cut-in 40 psi±2 psi/cut-out 50 psi±2 psi ems F-30 (4-10) ST UL Listed Oilless Piston Air Compressors for Dry Sprinkler Systems Tankless / Tank Mounted CP 4LCB-55S-M450GX 6LCF-46S-M616NEX 7LDE-46S-M750X UL1450 Listed No lubrication required Fully automatic Direct Drive Corrosion resistant internal parts Compact, easy to install High cycle rating pressure switch 4LCB-46T-M450GX P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www.Afcon.org 300 RING HANGER 0 1 thru 4 inch pipe 1/2&3/4 Inch pipe LISTED FOR STEEL/CPVC 5 thru 8 inch pipe NFPA 13 11L 1 WT. 5 WT.+250 TEST PIPE ROD LOAD 1 3/8 30.75 403.75 750 1114 .3_L- 43.95 469,75 750 1 1/2 3/8 54.15 520.75 750 SIZE-ROD-3/8"or 1/2" 2 318 76.95 634.75 750 SIZE-SYSTEM PIPE- 1/2" thru 8" 21/2 316 118.35 841.75 850 MATERIAL-Carbon Steel,Mil. Galvanized to G-90 spec. 3 ale 162.30 1061.50 1050 LISTING/APPROVAL- 4 ,le 24 nn 1480.00 15nn �81 349 45 199E 75 2nQu O�TEous203-EX 25511"-8" 47E35 263175 28.90 FM Approval guide-1"-811 711.00 1 3805 00 22 OSHPD OPA-0601 See Website. CONFORMS WITH:Federal Specification WW-H-171E,Type 10. Manufacturers Standardization Society ANSI/MSS-SP-58 Type 10, MAXIMUM TEMPERATURE-650T. FUNCTION-Pipe hanger component of an AFCON hanger. To support steel,CPVC or copper pipe. INSTALLATION-Per NFPA 13, 13R, 13D,these instructions and PIPE A e the CPVC or copper pipe manufacturers instructions. 1 1.8793 25259 FEATURES- 11/4 2.1382 2.vaso ,k TT 7 1/2 2,2fi73 2.9140 Sized and listed exclusively for use with#310 Surge Restrainer, x 2 26048 32516 * Band edge is offset for EASY pipe insertion. A =,/z 34920 4.1150 * Custom fit swivel nut for better retention in ring. 3 37U5 44311 ORDERING-Part#,pipe size. + 4 43582 49992 6 6.0668 6.8180 6 7,s76B 63290 11/09 TFP1550 Page 4 of 4 OUTLET COVER FLOW COVER O INLET O OUTLET 0 INLET FLOW VERTICAL ORIENTATION HORIZONTAL ORIENTATION FIGURE 4 MODEL CV-1F CHECK VALVES INSTALLATION Care and Limited Maintenance Warranty The TYCO Model CV-1 F Grooved End For warranty terms and conditions,visit Swing Check Valves must be main- www.tyco-fire.com. tained and serviced in accordance with this section. Ordering Before closing a fire protection system main control valve for maintenance procedure work on the fire protection system that it controls, obtain permission to Contact your local distributor for avail- shut down the affected fire protection ability.When placing an order, indicate system from the proper authorities and the full product name and Part Number notify all personnel who may be affect- (P/N). ed by this decision. After placing a fire protection system Model Cize Check Valves s in service, notify the proper authorities Specify: size (specify) and P/N (spec- and advise those responsible for moni- toring proprietary and/or central station 2 Inch(DN50).............P/N 59-590-0-020 alarms. 2-1/2 Inch(DN65)..........P/N 59-590-0-025 The owner is responsible for the 76,1 mm(DN65)...........P/N 59-590-0-076 inspection,testing,and maintenance of 3 Inch(DN80).............P/N 59-590-0-030 their fire protection system and devices 4 Inch(DN100)............P/N 59-590-0-040 in compliance with this document, as 5 Inch(DN125)............P/N 59-590-0-050 well as with the applicable standards of 139,7 mm(DN125).........P/N 59-590-0-139 the National Fire Protection Association , n addition o e san 6 Inch (5o)..).........P/N 59-590-0- 6 (e.g., NFPA 25 in t the 165,1 mmm DN150 .........P/N 59-590-0-165 dards of any authority having jurisdic- tion.Contact the installing contractor or 8 Inch(DN200).............P/N 59-590-0-080 product manufacturer with any ques- 10 Inch(DN250)...........P/N 59-590-0-100 tions.Any impairments must be imme- 12 Inch(DN300)...........P/N 59-590-0-120 diately corrected. Automatic sprinkler systems are recom- mended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. GLOBAL HEADQUARTERS 1400 Pennbrook Parkway,Lansdale,PA 19446 Telephone+1-215-362-0700 Copyright 0 2014 Tyco Fire Products, LP. All rights reserved. tilco rim Protection Products , . . : .rl,,►�,�►������,;,,r_1 � I�r�,�ll`llll'1�1 iu�u�;ll�r � r rlil 11 tl III 111 III ell Ies ellt 1„1 11tt I111 No —�r.r��������l��I�A��1 �■.....1�%%������-.rltl.l....-�—..I-...t\�II������I...����IR—r�� --••.or.r tr tuu■��.■uuu.v-..�..--r�rv..r--...uv..ounnu....ur.t--.•.. --...ou ry..■.�....unu..ruo r--.•...u.r�--...o...•nnnu.......A ru■ / 1 1 NoCM:OC::• G"':::::CC:C:'■ :':C■m::::::D:C:CC::::IMM::C::::�CM:: .■ ■ I■ Irrt..U�.�.r ..■......■■■.Ir..........h...U1,.11...■L...Ii..■ ......■ • • •..r..tt1 �I■. .....r�.r.....■ ■11 . et 11■■rI.�I.rr.rl.■■ .o....■ ,■ urrrrnt r,..■■urn•■■.....r..■■■■.Crar�:.��in�u■.vu rrr►.■.■ ■■■■■■ � ■rrrrttt �■■..■rrtr,■■■■■r�rrr�■■■■■■r•tttrtttttte■■■r�r.rrri■■■■ ■■■■■■ ■ •'Im■lli, ■■■■■ Il■■■■►.tlrr■■■■■■■r/rrttrttlllll■■r�tlrrrrA■■■■ 1 / :• • MOONS I■ Bills, I■■■■ .■ ■r1■■1m■■N■■V■m11111111111■■U■■■II•■■■■■ ■■■■ IN■lrlr • ,11■■■■ /■■ ■■■11■■■■■■11111rr1111111■I.■MEN rI■■■■■ ■■■■ /■ 11u ;nl■■■ ,1■ i■■1u■■■■■►nluloll ►i■■11n■■■■■ . . ■■■■mor: •,�. ,:�■��II AlllHE ■ •:1111 ■�■ . . . :.:■■ ■■1111111 SOON No so �1��111�■��Ir�ll■■ .� .' .. ■■v.■./.•rrML■■■■■rrrr dtl 1111 /rrOn A I■■■■.rrr I■■■■rrrrt AI . 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Inches Inches A B C D E F i (Nm) (kg) (DN) (mm) 2 2.375 6.75 1.96 1.96 2.57 3.25 4.75 1.62 18 9.0 (50) (60,3) (171,5) (49,8) (49,8) (65,3) (82,3) (120,7) (41,5) (25) (4,5) 2-1/2 2,875 8.00 5.38 2.63 3.09 3.87 5.87 1.63 39 10.0 (65) (73,0) (203,2) (136,7) (66,7) (78,5) (98,3) (149,1) (41,7) (54) (4,5) 76,1 - 8.00 5.38 2.63 3.09 3.87 5.87 1.63 39 10.0 (65) (76,1) (203,2) (136,7) (66,7) (78,5) (98,3) (149,1) (41,7) (54) (4,5) 3 3.500 8.37 5.72 2.81 3.31 3.87 5.87 1.63 39 11.0 (80) (88,9) (212,6) (145,3) (71,4) (84,1) (98,3) (149,1) (41,7) (54) (5,0) 4 4.500 9.63 6.68 3.80 3.63 4.53 7.13 1.84 50 25.0 (100) (114,3) (244,6) (169,7) (96,5) (92,2) (115,4) (181,1) (46,7) (69) (11,3) 139.7 - 10.50 7.40 4.46 4.13 4.90 7.50 1.75 39 29.0 (125) (139,7) (266,7) (188,0) (113,3) (10419) (124,5) (190,5) (44,5) (54) (13,2) 5 5.563 10.50 7.40 4.46 4.13 4.90 7.50 1.75 39 29.0 (125) (141,3) (266,7) (188,0) (113,3) (104,9) (124,5) (190,5) (44,5) (54) (13,2) 165,1 - 11.50 8.00 4.62 4.50 5.00 7.60 1.85 60 47.0 (150) (165,1) (292,1) (203,2) (117,3) 1 (114,3) (127,0) (193,0) (47,0) (82) (21,3) 6 6.625 11.50 8.00 4.62 4.50 5.00 7.60 1.85 60 47.0 (150) (168,3) (292,1) (203,2) (117,3) (114,3) (127,0) (193,0) (47,0) (82) (21,3) 8 8.625 14.00 10.14 6.67 5.52 5.46 8.46 2.13 120 66.0 (200) (219,1) (355,6) (257,8) (169,4) (140,2) (138,7) (214,9) (54,1) (164) (29,9) 10 10.750 18.00 12.38 8.62 6.41 7.50 10.50 3.00 130 109.7 (250) (273,1) (457,2) (314,5) (218,9) (162,8) (190,5) (266,7) (76,2) (178) (49,4) 12 12.750 21.00 14.28 9.93 7.27 7.62 10.62 2.75 130 151.0 (300) (323,9) (533,4) (362,7) (252,2) (184,7) (193,5) (269,7) (69,9) (178) (68,0) FIGURE 1 MODEL CV-IF CHECK VALVES NOMINAL DIMENSIONS tyCWorldwide www t co-fire.com Fire Protection Contacts y Products Model CV-1F Grooved End Swing Check Valves 2 thru 12 Inch (DN50 thru DN300) General Never remove any piping component nor correct or modify any piping defi- Description ciencies without first de-pressurizing and draining the system. Failure to do The TYCO Model CV-1 F Grooved End so may result in serious personal injury, Swing Check Valves are compact and property damage, and/or impaired rugged swing-type units that allow device performance. water flow in one direction and prevent The owner is responsible for maintain- flow in the opposite direction.A resilient ing their fire protection system and elastomer seal facing on the spring- devices in proper operating condi- loaded clapper ensures a leak-tight seal tion. Contact the installing contrac- and non-sticking operation.The Model for or product manufacturer with any CV-1 F Check Valves are designed to questions. minimize water hammer caused by flow reversal. 'technical The Model CV-1F Grooved End Swing Check Valves are furnished with Data �� C a u grooved ends and can be installed using GRINNELL Grooved Couplings or Approvals GRINNELL Figure 71 Flange Adapters. UL and C-UL Listed FM The Model CV-1F Check Valves have FM Approved APPROVED been designed with a removable cover for ease of field maintenance. These Sizes For Fire Protection pressure rating,listing valves can be installed horizontally(with 2 thru 12 Inch (DN50 thru DN300) and approval information,contact your Tyco Representative. cover in the upward position) or verti- Working cally with the flow in the upward direc- Maximum g Pressure psi( bar) tion(Ref. Figure 4). Installation A Maintenance Check Valve Klt Valve Assembly Finish The Model CV-1 F Grooved End Swing (TFP1555) is available to allow the Red, non-lead paint Check Valves are to be installed in maintenance procedure of back- accordance with this section: flushing through the fire department Step 1. The arrow cast on the body connection without removing the Model must point in the direction of the flow. CV-1F Grooved End Swing Check Valve from the pipe line. Step 2. Valves installed vertically The Model CV-1F Grooved End Swing must be positioned with the flow in the Check Valves are a redesign for the upward direction. Central Figure 590F and GRINNELL Step 3. Valves installed horizontal- Figure 590F. ly must be positioned with the owver facing up(Ref. Figure 4). Q� Step 4. Grooved end pipe couplings The TYCO Model CV-1FGrooved End used with the Model CV-1F Grooved Swing Check Valves described herein End Swing Check Valves must be must be ,installed and maintained in installed in accordance with manufau- compliance with this document and turer's instructions. with the applicable standards of the Note: Valves should be installed a National Fire Protection Association reasonable distance downstream from (NFPA), in addition to the standards pumps, elbows, expanders, reducers, of any authorities having jurisdiction. or other similar devices to extend the Failure to do so may impair the perfor- valve life.Standard piping practices call mance of these devices. for a minimum of five(5)times the pipe diameter for general use. Page 1 of 4 SEPTEMBER 2014 TFP155O r . TFP1231 Page 4 of 4 Limited Ordering Warranty Procedure Products manufactured by Tyco Fire Contact your local distributor for avail- Suppression & Building Products ability. When placing an order, indi- (TFSBP) are warranted solely to the cate the full product name, including original Buyer for ten(10)years against description and Part Number(P/N). defects in material and workmanship when paid for and properly installed Model AMD-2 Device and maintained under normal use and Specify: Model AMD-2 Automatic service. This warranty will expire ten Air Maintenance Device, (10) years from date of shipment by P/N 52-326-2-001. TFSBP. No warranty is given for prod- ucts or components manufactured by Replacement Parts companies not affiliated by ownership Specify: (description)for use with TFSBP or for products and com- with the Model AMD-2 Automatic ponents which have been subject to Air Maintenance Device, misuse, improper installation, corro- P/N (from Figure 1). sion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Associ- ation,and/or the standards of any oth- er Authorities Having Jurisdiction. Ma- terials found by TFSBP to be defective shall be either repaired or replaced, at TFSBP's sole option. TFSBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products.TFSBP shall not be responsible for sprinkler system design errors or inaccurate or incom- plete information supplied by Buyer or Buyer's representatives. In no event shall TFSBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, Special or consequential damages, including but not limited to labor charges, regardless of whether TFSBP was informed about the pos- sibility of such damages, and in no event shall TFSBP's liability exceed an amount equal to the sales price. The foregoing_warranty is made in lieu of any and all other warranties. express or implied including warran- ties of merchantability and fitness for a particular purpose. This limited warranty sets forth the exclusive remedy for claims based on failure of or defect in products materials or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full extent permitted by law.The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Copyright 0 2007-2010 Tyco Fire Suppression&Building Products.All rights reserved. TFP1231 Page 3 of 4 Do not allow condensed moisture to back-up into the air compressor cylinder. It is recommended that accumulated TO moisture be removed from air supply SYSTEM moisture filtration equipment at least I I quarterly. More frequent inspections I may be necessary in particularly hu- MODELAMD-2 mid environments. AIR MAINTENANCE After placing a fire protection system DEVICE in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. Responsibility lies with owners for the 6" DRIP LEG inspection, testing, and maintenance AIR COMPRESSOR of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable FIGURE 2 standards of the National Fire Protec- INSTALLATION OF DRIP LEG BETWEEN tion Association (for example, NFPA AIR COMPRESSOR AND MODEL AMD-2 DEVICE 25), in addition to the standards of any other authorities having jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. CUT-IN(ON)PRESSURE ADJUSTMENT SCREW Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- INCREASE PRESSURE tion Service in accordance with local requirements and/or national code. O The Model AMD-2 Automatic Air Main- tenance Device must be inspected quarterly in accordance with the fol- LINE +MOTOR+ LINE lowing instructions. 1.Verify that the Model AMD-2 By-Pass Valve is closed. 2.Clean out the 1/4 inch Model AMD-2 Strainer located at the inlet to the Re- strictor Check Valve. Be sure to re- install the strainer screen and tighten FIGURE 3 the cap securely. ADJUSTMENT SCREW AND WIRING TERMINALS 3.Close the system's main control valve (COVER REMOVED) and open the main drain valve.Close the accelerator control valve, if the system is so equipped. 4.Open a connection to the system slowly anol lgh to reduce the air pres- sure and close it immediately after the Pressure Switch cuts in. Verify that the cut-in and cut-out pres- sures are essentially the same as the Previously established requirements, 5.Open the accelerator control valve, as applicable. 6.Slowly open the main control valve and after water begins to flow,slo%wlv close the main drain valve.Complete- ly open the main control valve.The Model AMD-2 Device is now ready for service. TFP1231 Page 2 of 4 PRESSURE SWITCH BY-PASS VALVE 1/2"CONDUIT (WITH UNLOADER VALVE) (NORMALLY CLOSED) OPENINGS P/N 92-326-1-001 P/N 46-047-1-004 1/2"NPT INLET 1/2"NPT OUTLET CONNECTION (FROM AIR CONNECTION COMPRESSOR) 7 (TO SYSTEM) (177,5 mm) 12-1/2" (317,5 mm) 2-1/2" a (63,5 mm) RESTRICTOR CHECK VALVE STRAINER P/N 92-326-1-003 P/N 52-353-1-002 (101,6 mm) (419,1 mm) FIGURE 1 MODEL AMD-2 AUTOMATIC AIR MAINTENANCE DEVICE Installation the National Electrical Code.Refer to If necessary, remove the cover from Figure 3 for identification of the wir- the Pressure Switch and adjust the The TYCO Model AMD-2 Automatic ing terminals. cut-in pressure adjustment screw Air Maintenance Device must be in- The Pressure Switch is wired shown in Figure 3. The cut-in pres- stalled in accordance with the follow- through two, 1/2 inch Conduit sure changes approximately 1.5 psi ing instructions. Openings in the base of its enclo- (0,1 bar)per half-turn of the screw. sure. The No. 8 screw terminals The cut-in pressure should be set accept up to No. 12 AWG wire. at the minimum required value, in Moisture build-up can adversely affect order to minimize the time to sys- performance. Suitable consideration Settingtem trip in the event of a sprinkler must be given to the removal of exces- operation. sive moisture from the compressed air procedure 6.Repeat Step 5 if the cut-in pressure supply. required adjustment. Note both the 1.Make connections a minimum of 1/2 The TYCO Model AMD-2 Automat- cut-in and cut-out pressures for fu- inch(DN15)pipe size between the air is Air Maintenance Device must be ture reference. compressor and the Model AMD-2 set in accordance with the following Device,as well as between the Model instructions. Care and AMD-2 Device and the system to 1.Open the By-Pass Valve in the Model pressurize. AMD-2 Device. Maintenance 2.If a moisture filter with integral drain 2.Open the control valve in the air sup- The TYCO Model AMD-2 Automatic is not installed at the outlet of the air ply trim to the system to pressurize. Air Maintenance Device must Automatic main- compressor, install a Drip Leg in the Device as 3.To pressurize the system,apply elec- tained and serviced in accordance sor and the Model AMD-2 Device air line between the Air s- trical power to the Pressure Switch. with the following instructions, in addi- shown in Figure 2. 4.Close the By-Pass Valve after the tion to any specific requirements of the 3.Place a 1/2 inch DN15, non-s non-spring Pressure Switch cuts out. Note the NFPA.Any impairment must be imme- ( ) p g cut-out pressure. diately corrected. loaded, rubber-faced, swing-type check valve between the Model 5.Open a connection to the system AMD-2 Device and the system to slowly enough to reduce the air pres- pressurize.A check valve of this type sure and close it immediately after Before closing a fire protection system is provided in the air supply trim of the Pressure Switch cuts in. main control valve for maintenance TYCO dry pipe valves, preaction work on the fire protection system that valves,and dry pilot trim. Verify that the cut-in pressure meets it controls, obtain permission to shut the minimum requirements of the down the affected fire protection sys- 4.Make conduit and electrical connec- system to pressurize, and note the tem from the proper authorities and tions to the Pressure Switch in accor- cut-out pressure. notify all personnel who may be affect- dance with the requirements of the authority having jurisdiction and/or ed by this action. tqcaFire Suppression & Building Products Technical Services 800-381-9312 1+1-401-781-8220 www.tyco-fire.com Model AMD-2 Automatic Air Maintenance Device Compressor Control Type with Field-Adjustable Pressure Switch General Technical Description Data The TYCO Model AMD-2 Automatic Approvals Air Maintenance Device is an automat- UL and C-UL Listed ic,field-adjustable device that controls FM Approved the on-off cycling of an air compres- NYC Approved under MEA 206-02-E sor.It is used to control the pressure in NEMA Rating a dry pipe sprinkler system, preaction The housing o system, or dry pilot line of a dry pilot gf the Pressure Switch actuated deluge or preaction valve. meets NEMA 1 requirements. Operation The Model AMD-2 Device is utilized Field-Adjustable Pressures in applications requiring the use of a • Minimum Cut-in(On) The By-Pass Valve in the Model AMD- small, non-tank mounted compressor 14 psi(1,0 bar) 2 Automatic Air Maintenance Device is dedicated to system pressurization. opened to quickly fill the system dur- Maximum Cut-Out(Off) in initial pressurization. After the cut- The Model AMD-2 Device monitors 60 psi(4,1 bar) 0 9 pressure of the Pressure Switch is system pressure and automatically cy- reached, its actuating lever transfers cles the air compressor on and off to Pressure Switch Differential the reached, DPD switch contacts to shut off maintain system pressure within pre- 6 psi(0,4 bar) the air T itch or and open the u off set limits. P P The switch ratings are as follows: loader valve to bleed pressure be- The Model AMD-2 Device features a 115 VAC, 1 Phase . . . . . . . . . . 2 HP tween the air compressor and the Pressure Switch with integral unload- Restrictor Check Valve. The By-Pass ing valve that automatically bleeds the 230 VAC, 1 Phase. . . . . . . . . . 3 HP Valve is then closed to place the Model pressure between the air compressor 230 VAC,3 Phase. . . . . . . . . . 5 HP AMD-2 Device in automatic operation. and the Model AMD-2 Device after the air compressor automatically shuts off. 575 VAC,3 Phase. . . . . . . . . . 5 HP The Restrictor Check Valve prevents This feature prevents start-up of the air 115 VDC . . . . . . . . . . . . . . . . . 2 HP the unloader valve from bleeding down compressor under load. the system. With the By-Pass Valve 230 VDC . . . . .. . . . . . . . .. . . 2 HP closed, its 3/32 inch (2,4 mm) orifice The Model AMD-2 Device is a re-des- Factor Set Outlet Pressure limits air flow into the system to a val- ignation for the Central Model DU-2, 35 to 41 psi (2,4 to 2,8 bar) ue significantly less than that exhaust- Gem Model F326, and Star Model ed by the operation of a 5.6 K-factor S465. Assembly sprinkler. Major components illustrated In Figure When there is a small leak in the EMMs s 1 are factory-assembled, galvanized tem, the Pressure Switch automati- The Model AMD-2 Automatic Air steel nipples and malleable iron pipe cally transfers its contacts at the cut- Maintenance Devices described here- fittings. in pressure to start the air compressor in must be installed and maintained in and shuts off the air compressor after compliance with this document and the cut-out pressure is reached. with the applicable standards of the National Fire Protection Association, in addition to the standards of any au- thorities having jurisdiction. Failure to do so may impair the performance of these devices. Owners are responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Page 1 of 4 JULY 2010 TFP1231 TFP1510 Page 4 of 4 Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Grooved End Butterfly Valves: Specify: (specify inch size) Model BFV-N Grooved End Butterfly Valve with internal supervisory switches, P/N (specify). Valve Size Valve Part Number 2-1/2 ......................59-300-F-025N 3..........................59-300-F-030N 4..........................59-300-F-040N 5..........................59-300-F-050N 6..........................59-300-F-060N 8..........................59-300-F-08ON 10.........................59-300-F-100N GLOBAL HEADQUARTERS 1400 Pennbrook Parkway,Lansdale,PA 19446 Telephone+1-215-362-0700 Copyright©2014 Tyco Fire Products,LP. All rights reserved. *qCO Fire Protection Products TFP1510 Page 3 of 4 FLOW RATE IN LITRES PER MINUTE(LPM) (1 GPM=3,785 LPM) 300 400 600 1000 2000 4000 6000 10000 20000 40000 5.0 4.0 0,30 3.0 dffff 0,20 2.0 Iyli IL Q co ¢U 0.10 Z z a� cc 1.0 =�`� moo` oo` by h� 0o ho` 0 08 Ir m U)O 0.8 Q� ?� 2� 2 try =ti 0,06 o rn � c Z �O `O `O �O 0,05jr o a 0.6 = G C0� U� Vr Vr U� U)o 0.5 a h co .o �Z 0o L a ? 0 0,03 ¢a z0 z a 0.3 ? 0,02 0 z 0.2 0,01 0.1 60 100 200 400 600 1000 2000 4000 6000 10000 15000 FLOW RATE IN GALLONS PER MINUTE(GPM) GRAPH A DN65 THROUGH DN 250 MODEL BFV-N BUTTERFLY VALVE NOMINAL PRESSURE DROP VERSUS FLOW r-- -- - -- - -I r - - - - -- � CONTACT RATING: I �- SUPERVISORY I F- AUXILIARY 1/2A Q 125 VDC I I SWITCH I GND I SWITCH 15.1 C/2H VDC I I SWITCH SHOWN I I SWITCH SHOWN 5A @ 125 V C 125,250 VAC Llix" _I WITH VALVE L _ WITH VALVE 5A(�125 VAC"L" FULL OPEN 3 — p FULL OPEN z i- w W o ¢ ¢ O � 7 } O 0 0 -> m O z END OF LINE PANEL + BELL RESISTOR POWER + FIGURE 2 MODEL BFV-N BUT!LRFLY VALVE INTERNAL SWITCH WIRING DIAGRAM TFP1510 Page 2 of 4 Nominal Pi Nominal Installation Dimensions Valve OD Inches(mm) Weight Sizes Inches Lbs. Inches (mm) A B C D E F G H (kg) (DN) 2-1/2 2.88 3.85 11.94 3.25 5.67 5.90 5.82 2.13 0 22 (65) (73,0) (98,0) (303,3) (83,0) (144,0) (149,9) (147,8) (54,1) (10,0) 3 3.50 3.85 12.48 3.54 5.94 5.90 5.82 2,13 23 (80) (88,9) (98,0) (317,0) (90,0) (150,9) (149,9) (147,8) (54,1) 0 (10,4) 4 4.50 4.56 14.18 4.35 6.31 5.90 7.64 2.13 0 28 (100) (114,3) (11610) (360,2) (110,0) (160,3) (149,9) (194,1) (54,1) (12,7) 5 5.56 5.86 15.17 4.84 7.32 5.90 7,64 2.13 0 31 (125) (141,3) (149,0) (385,3) (123,0) (185,9) (149,9) (194,1) (54,1) (14,1) 6 6.63 5.86 17.54 5.93 8.62 5.90 7.64 2.13 0.67 41 (150) (168,3) (149,0) (445,5) (151,0) (218,9) (149,9) (194,1) (54,1) (17,0) (18,6) 8 8,63 5.26 19.42 6.87 9.80 9.80 7.91 2.13 5.86 53 (200) (219,1) (134,0) (493,3) (174,0) (248,9) (248,9) (200,9) (54,1) (148,8) (24,1) 10 10.75 6.29 24.03 9.17 11.61 18.00 9.49 3.03 7.41 88 (250) (273,1) (160,0) (610,4) (233,0) (294.9) (457,2) (241,0) (77,0) (188,2) (40,0) G F HANDWHEEL INDICATOR FLAG 1/2"NPT CONDUIT GEAR CONNECTION OPERATOR E *Iii;�N BODY B D DISC 1 C I — A-- FIGURE 1 MODEL BFV-N GROOVED END BUTTERFLY VALVE NOMINAL DIMENSIONS Installation switch" is intended for connection to tion Association (e.g., NFPA25), in ad- the supervisory circuit of a fire alarm dition to the standards of any author- The Model BFV-N Grooved End But- control panel in accordance with NFPA ity having jurisdiction. The installing terfly Valves may be installed with flow 72• The "auxiliary switch" is intend- contractor or product manufacturer in either direction and can be post_ ed for the unsupervised connection should be contacted relative to any tioned either horizontally or vertically. to auxiliary equipment in accordance questions. Any impairment must be with NFPA 70, National Electric Code. immediately corrected. The grooved end pipe couplings used NOTE. For outdoor applications with NOTE:Before closing a fire protection with the Model BFV-N must be listed internal supervisory switches, it is rec- system control valve for maintenance or approved for fire protection service and installed in accordance with the ommended that wiring connections or inspection work on either the valve manufacturers instructions. be made at a temperature above 15°F or fire protection system which it con- (-9'Q, in order to insure sufficient flex- trols, permission to shut down the af- The Model BFV-N Butterfly Valve may ibility of the wire lead insulation. fected fire protection systems must be be installed with any schedule of pres- obtained from the proper authorities sure class of pipe or tubing that is list- Care and and all personnel who may be affected ed or approved for fire protection. by this decision must be notified. As applicable, refer to Figure 2 for the Maintenance It is recommended that automatic internal switch wiring diagram. sprinkler systems be inspected, test- Conduit and electrical connections The owner is responsible for the in- ed, and maintained by a qualified in- are to be made in accordance with spection,testing,and maintenance of spection service. the authority having jurisdiction and/ their fire protection system and devic- or the National Electrical Code. With es in accordance with the applicable reference to Figure 2,the"supervisory standards of the National Fire Protec- tyCWorldwide Fire Protection Contacts www.tyco-fire.com Products Model BFV-N Butterfly Valve Grooved End 2-112 to 10 Inch (DN65 to DN250) General Technical Description Data The Model BFV-N Grooved End But- Approvals terfly Valves (Ref. Figure 1)are indicat- UL and C-UL Listed ing type valves designed for use in fire FM Approved protection systems where a visual in- dication is required as to whether the Listed by California State Fire Marshall valve is open or closed.They are used, under Listing No.7770-1670:100 for example, as system, sectional, and All laboratory listings and approvals are pump water control valves. They have for indoor and outdoor use. cut groove inlet and outlet connections that are suitable for use with grooved Maximum Working Pressure end pipe couplings that are listed and • 2-1/2 to 8 Inch(DN65 to DN200) approved for fire protection systems. 300 psi(20,7)bar For applications requiring supervision • 10Inch(DN250) of the open position of the valve, the 175 psi(12,0 bar) Gear Operators for the Model BFV-N Materials of Construction Butterfly Valves are provided with a Body two sets of factory installed inter- nal switches each having SPDT con- A-395 tacts (Ref. Figure 2). The supervisory switches transfer their electrical con- • Body Coating tacts when there is movement from Polyamide the valve's normal open position dur- a Disc ing the first two revolutions of the Ductile iron conforming to ASTM handwheel. A-395 .® • Disc Seal The Model BFV-N Grooved End But- Grade EPDM "E" encapsulated rub- berterfly Valves described herein must conforming to ASTM D-2000 be installed and maintained in com- • Upper&Lower Stem pliance with this document, as well as Type 416 Stainless Steel conforming with the applicable standards of the to ASTM 582 National Fire Protection Association,in . Lower Plug addition to the standards of any other PVC authorities having jurisdiction. Failure to do so may impair the performance • Operator of these devices. Gear operator with iron housing The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or sprinkler manufacturer with any questions. Page i of 4 MAY 2014 TFP1510 TFP520 Page 8 of 8 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway,Lansdale,PA 19446 1 Telephone+1-215-362-0700 Copyright©2014 Tyco Fire Products,LP. All rights reserved. tgpq TEFLON is trademark of The DuPont Corporation Fire Protection Products TFPS20 Page 7 of 8 P/N* 60 - XXX - X - XXX ORDER SPRINKLER ESCUTCHEON I LENGTH" FINISH FINISH 055 5.50" 350 EC Sidewall 3 mm Bulb rTYq3338 0 CHROME SIGNAL WHITE (1"NPT),135°F(57°C) PLATED (RAL9003) 082 8.25" EC Sidewall 3 mm Bulb NATURAL SIGNAL WHITE 351 (V NPT),155°F(68"C) 1 BRASS (RAL9003) 180 18.00" 2 NATURAL BRASS BRASS PLATED 187 18 75" 950 EC Sidewall 5 mm Bulb TY3358 4 SIGNAL WHITE SIGNAL WHITE (1"NPT),135°F(57°C) (RAL9003) (RAL9003) 372 37.25" EC Sidewall 5 mm Bulb CHROME CHROME 951 (1"NPT), 155°F(68°C) TY3358 9 PLATED PLATED 480 48.00" Notes: usn Prefix"I"for ISO 7-R 1 Connection(e.g.,1-60-351-1-180). Dry-Type Sprinklers are furnished based upon"Order length"as measured per Figure 2. After the measurement is taken,round it to the nearest 114 inch increment. TABLE D SERIES DS-1 STANDARD AND QUICK RESPONSE,STANDARD COVERAGE, DRY-TYPE SPRINKLERS PART NUMBER SELECTION Limited Ordering • Part Number from Table D Warrant Procedure Sprinkler Wrench Y Specify W-Type 7 Sprinkler Wrench, For warranty terms and conditions, Contact your local distributor for avail- P/N 56-850-4-001 visit www.tyco-fire.com. ability.When placing an order, indicate the full product name, including Sprinkler Boot description and Part Number(P/N). Specify Model DSB-2 Dry Sprinkler Boot, P/N 63-000-0-002 Dry Sprinklers This Part Number includes one (1) When ordering 5.6 K-factor Boot, two (2) Strap Ties, and 1/3 oz. Series DS-1 Horizontal Sidewall, of Adhesive (a sufficient quantity for Standard or Quick Response, Extended installing one boot). Coverage Dry-Type Sprinklers,specify the following information: • SIN: TY3338—Quick Response TY3358—Standard Response • Bulb Size(3 or 5 mm) • Oidei Lenylli. Dry-Type Sprinklers are furnished based upon Order Length as measured from the face of the wall to the face of the sprinkler fitting(Ref. Figure 2). After the measurement is taken,round it to the nearest 1/4 inch increment. • Inlet Connections: 1 inch NPT or ISO 7-R 1 • Temperature Rating • Sprinkler Finish • Standard Escutcheon and Finish TFPS20 Page 6 of 8 Step 4. After installing the ceiling or The owner is responsible for the Installation wall and applying a ceiling finish,slide inspection, testing, and mainte- TYCO Series DS-1 Dry-Type Sprinklers on the outer piece of the escutcheon nance of their fire protection system must be installed in accordance with until it comes in contact with the ceiling and devices in compliance with this this section. or wall. Do not lift the ceiling panel out document, as well as with the appli- of its normal position. cable standards of the National Fire General Instructions Protection Association(e.g., NFPA 25), Series DS-1 Dry-Type Sprinklers must Care and in addition to the standards of any other only be installed in fittings that meet authorities having jurisdiction. Contact the requirements of the Design Criteria the installing contractor or product section. Refer to the Design Criteria Maintenance manufacturer with any questions. section for other important require- TYCO Series DS-1 Dry-Type Sprinklers Automatic sprinkler systems are recom- ments regarding piping design and must be maintained and serviced in mended to be inspected, tested, and sealing of the clearance space around accordance with this section. maintained by a qualified Inspection the Sprinkler Casing. Service in accordance with local Do not install any bulb type sprinkler if Before closing a fire protection system requirements and/or national codes. the bulb is cracked or there is a loss of main control valve for maintenance liquid from the bulb.With the sprinkler that on the fire protection system held horizontally, a small air bubble that it controls, obtain permission to should be present.The diameter of the shut down the affected fire protection air bubble is approximately 1/16 inch systems from the proper authorities (1,6 mm). and notify all personnel who may be affected by this action. A leak-tight 1 inch NPT sprinkler joint Absence of the outer piece of an should be obtained by applying a escutcheon, which is used to cover a minimum-to-maximum torque of clearance hole, may delay the time to 20 to 30 ft.-Ibs. (26,8 to 40,2 Nm). sprinkler operation in a fire situation. Higher levels of torque may distort the sprinkler Inlet with consequent leakage A Vent Hole is provided in the Bulb Seat or impairment of the sprinkler. (Figure 1)to indicate if the Dry Sprinkler Do not attempt to compensate is remaining dry. Evidence of leakage for insufficient adjustment in an from the Vent Hole is an indication that there may be seepage past the Inlet escutcheon plate by under or over- seal and that the sprinkler needs to be tightening the sprinkler. Re-adjust the removed for determining the cause of position of the sprinkler fitting to suit. leakage(e.g.,an improper installation or Step 1.Install horizontal sidewall sprin- an ice plug).The fire protection system klers in the horizontal position with their control valve must be closed and the centerline of waterway perpendicular to system drained before removing the the back wall and parallel to the ceiling. sprinkler. The word"TOP"on the Deflector is to Sprinklers which are found to be face towards the ceiling. leaking or exhibiting visible signs of Step 2. With a non-hardening pipe- corrosion must be replaced. thread sealant such as TEFLON tape Automatic sprinklers must never be applied to the Inlet threads, hand- painted, plated, coated, or otherwise tighten the sprinkler into the sprinkler altered after leaving the factory. fitting. Modified sprinklers must be replaced. Step 3. Wrench-tighten the sprinkler Sprinklers that have been exposed to using either: corrosive products of combustion, but • a pipe wrench on the Inlet Band or the have not operated,should be replaced Casing(Ref. Figure 1) if they cannot be completely cleaned by wiping the sprinkler with a cloth or •the W-Type 7 Sprinkler Wrench on the by brushing it with a soft bristle brush. Wrench Flat(Ref. Figure 3) Care must be exercised to avoid Apply the Wrench Recess of the damage to the sprinklers — before, W-Type 7 Sprinkler Wrench to the during,and after installation.Sprinklers Wrench Flat. damaged by dropping,striking,wrench Note: If sprinkler removal becomes twist/slippage, or the like, must be necessary,remove the sprinkler using replaced. Also, replace any sprinkler the same wrenching method noted that has a cracked bulb or that has lost above. Sprinkler removal is easier when liquid from its bulb. (Ref. Installation a non-hardening sealant was used Section.) and torque guidelines were followed. If a sprinkler must be removed, do not After removal, inspect the sprinkler for reinstall it or a replacement without damage. reinstalling the Cover Plate Assembly. If a Cover Plate Assembly becomes dislodged during service, replace it immediately. TFP52O Page 5 of 8 Temperatures for Heated Area' Ambient Temperature 40°F 50°F 60°F Exposed to (4°C) (10°C) (16°C) Discharge End of Sprinkler Minimum Exposed Barrel Length2, Inches (mm) 40°F 0 0 0 (4°C) 30°F 0 0 0 (-1°C) 20°F 4 0 0 (-7°C) (100) 10°F 8 1 0 (-12°C) (200) (25) 0°F 12 3 0 (-18°C) (305) (75) -10°F 14 4 1 (-23°C) (355) (100) (25) -20°F 14 6 3 (-29°C) (355) (150) (75) -30°F 16 8 4 (-34°C) (405) (200) (100) -40oF 18 8 4 (-40°C) (455) (200) (100) -50°F 20 10 6 (-46°C) (510) (255) (150) -60°F 20 10 6 (-51°C) (510) (255) (150) Notes: 1. For protected area temperatures that occur between values listed above,use the next cooler temperature. 2. These lengths are inclusive of wind velocities up to 30 mph(18,6 kph). TABLE C EXPOSED SPRINKLER BARRELS IN WET PIPE SYSTEMS MINIMUM RECOMMENDED LENGTHS TFP520 Page 4 of 8 TY3338 Horizontal Sidewall with Standard Escutcheon (3 mm Bulb Type) TY3358 Horizontal Sidewall with Standard Escutcheon Temperature Bulb Color (5 mm Bulb Type) Rating Code (Ref.Figure 2) SPRINKLER FINISH Natural Brass Chrome Plated Signal White 135°F(57°C) Orange 1,2,3 155°F(68°C) Red Notes: 1. Listed by Underwriters Laboratories,Inc.(maximum order length of 48 inches). 2. Listed by Underwriters Laboratories for use in Canada(maximum order length of 48 inches). 3. Approved by the City of New York under MEA 352-01-E. TABLE A SERIES DS-1 EXTENDED COVERAGE HORIZONTAL SIDEWALL DRY-TYPE SPRINKLERS LABORATORY LISTINGS AND APPROVALS Coverage' Minimum Minimum Top of W x L Flow Pressure Temperature Deflector-to-Ceiling Application Distance 2, Ft,x Ft. gpm psi Rating s (m x m) (Ipm) (bar) (Incheche 16 x 16 26 21.6 TY3338 Horizontal Sidewall (4,9 x 4,9) (98) (1,49) (3 mm Bulb Type) 16 x 18 29 26.8 For Quick Response, (4,9 x 5,5) (110) (1,85) Light Hazard 16 x 20 32 32.7 Extended Coverage (4,9 x 6,1) (121) (2,25) per NFPA 13 18 x 16 29 26.8 (5,5 x 4,9) (110) (1,85) 135°F and 155°F 4 to 12 16 x 16 26 P1.6 (57°C and 68°C) (100 to 300) TY3358 Horizontal Sidewall (4,9 x 4,9) (98) (1,49) (5 mm Bulb Type) 16 x 18 29 26.8 For Standard Response, (4,9 x 5,5) (110) (1,85) Light Hazard 16 x 20 32 32.7 Extended Coverage (4,9 x 6,1) (121) (2,25) per NFPA 13 18 x 16 29 26.8 (5,5 x 4,9) (110) (1,85) Notes: 1. The minimum allowable spacing between sprinklers to prevent cold soldering is 14 feet(4,3 m). 2. To meet the deflector-to-ceiling distance of 4 to 12 inches(100 to 300 mm),the centerline of the sprinkler waterway must be 4-7/16 to 12-7/16 inches below the ceiling. TABLE B SERIES DS-1 EXTENDED COVERAGE HORIZONTAL SIDEWALL DRY-TYPE SPRINKLERS UL AND C-UL INSTALLATION CRITERIA TFPS20 Page 3 of 8 WRENCH FLAT WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCH FLATS FIGURE 3 W-TYPE 7 SPRINKLER WRENCH DSB-2 EXPOSURE TO DRY RUN INTENDED LENGTH SYSTEM OUTLET FOR FREEZER ~(SEE DESIGN PLUGGED STRUCTURES CRITERIA SECTION) FACE OF SPRINKLER FITTING V DSB-2 INTENDED FOR FREEZER STRUCTURES DSB-2 INTENDED SYSTEM FOR FREEZER STRUCTURES FIGURE 4 FIGURE 5 SPRINKLER FITTING SPRINKLER FITTING FIGURE 6 UNHEATED AREA UNHEATED AREA EXPOSURE LENGTH 1-3/4" DIA. Exposure Length Clearance Space (44,5 mm) When using Dry Sprinklers in wet pipe In accordance with Section 8.4.9.2 CLEARANCE sprinkler systems to protect areas of the 2010 edition of NFPA 13, when INSULATED subject to freezing temperatures, use connecting an area subject to freezing HOLE FREEZER Table C to determine a sprinkler's and an area containing a wet pipe ADHESIVE STRUCTURE appropriate exposed barrel length sprinkler system,the clearance space to prevent water from freezing in the around the sprinkler barrel of Dry Type DSB-2 connecting pipes due to conduction. Sprinklers must be sealed. Due to BOOT The exposed barrel length measure- temperature differences between two ment must be taken from the face of areas, the potentlal for the formation € the sprinkler fitting to the surface of the of condensation in the sprinkler and structure or insulation that is exposed subsequent ice build-up is increased.If to the heated area.Refer to Figure 6 for this condensation is not controlled, ice an example. build-up can occur that might damage For protected area temperatures [fie dry-type sprinkler and/or prevent between those given above, the proper operation in afire situation. STRAP TIES DS-1 minimum recommended length from Use of the Model DSB-2 Dry Sprinkler (ENDS ON SHOWN WITH the face of the fitting to the outside of Boot, described in Technical Data OPPOSING STANDARD the protected area may be determined Sheet TFP591 and shown in Figure 7, SIDES OF ESCUTCHEON by interpolating between the indicated can provide the recommended seal. BOOT) values. FIGURE 7 MODEL DSB-2 DRY SPRINKLER BOOT WITH DRY-TYPE SPRINKLER TFPS20 Page 2 of 8 PLUG WITH YOKE INLET CASING INSERT FRAME 3 or 5 mm DEFLECTOR GASKETED SPRING BAND BULB PLATE SEAL WATER GUIDE BULB VENT COMPRESSION INLET 1" NPT SPRING TUBE TUBE SEAT HOLE SCREW FIGURE 1 EXTENDED COVERAGE HORIZONTAL SIDEWALL ASSEMBLY ORDER LENGTHS: 2-3/4"to 48" 2-3/8"t 1/8" (69,9 to 1219,2 mm) IN 1/4"(6,4 mm) (60,3 t 3,2 mm) INCREMENTS r FACE OF FACE OF MOUNTING SPRINKLER 1-3/4" DIA. SURFACE FITTING (44,5 mm) 3" DIA. (76,2 mm) �\ 1 SPRINKLER FITTING (REFER TO DESIGN CENTERLINE 7/16" CRITERIA SECTION) OF WATERWAY (11,1 mm) FIGURE 2 EXTENDED COVERAGE HORIZONTAL SIDEWALL WITH STANDARD ESCUTCHEON TY3338(3 MM BULB)AND TY3358(5 MM BULB) Design The unused outlet of the threaded tee is the configuration shown in Figure 4 to plugged as shown in Figure 5. assure complete water drainage from Criteria You can also install Series DS-1 above Series DS-1 Dry-Type Sprinklers Dry-Type Sprinklers in the outlet. and the branch line. Failure to do so TYCO Series DS-1 Dry-Type Sprinklers may result in pipe freezing and water are intended for use in fire sprinkler The configuration shown in Figure 6 is damage. systems designed in accordance only applicable for wet pipe systems with the standard installation rules where the sprinkler fitting and water- recognized , b the applicable Listing filled pipe above the sprinkler fitting are y pp g not subject to freezing and where the Do not install Series DS-1 Dry-Type or Approval agency; for example, length of the Dry-Type Sprinkler has the Sprinklers into any other type fitting UL Listing is based on NFPA 13 minimum exposure length depicted in without first consulting the Technical requirements. Figure 6. Refer to the Exposure Length Services Department.Failure to use the Sprinkler Fittings section. appropriate fitting may result in one of Install 1 inch NPT Series DS-1 Dry-Type the following: For wet pipe system installations of p p Sprinklers in the 1 inch NPT outlet or 1 inch NPT •failure of the sprinkler to operate prop- run Series DS-1 Dry-Type run of the following fittings: Sprinklers connected to CPVC piping, erly due to formation of ice over the • malleable or ductile iron threaded use only the following TYCO CPVC Inlet Plug or binding of the Inlet Plug tee fittings that meet the dimen- fittings: •insufficient engagement of the Inlet sional requirements of ANSI 1316.3 . 1" x 1" NPT Female Adapter (P/N pipe threads with consequent leakage (Class 150) 80145) Drainage • cast iron threaded tee fittings that . 1" x 1" x 1" NPT Sprinkler Head In accordance with the minimum meet the dimensional requirements Adapter Tee(P/N 80249) requirements of the National Fire of ANSI B16.4(Class 125) Protection Association for dry pipe For dry pipe system installations, use sprinkler systems, branch, cross, and D0 00tinstall Series elbow fittings.n s.DThe Inlet only the side outlet of maximum 2-1/2 feed-main pipingconnected to Dry Sprinklersg inch reducing tee when locating Series Sprinklers and subject to freezing of the sprinkler can contact the interior DS-1 Dry-Type Sprinklers directly temperatures must be pitched for of the elbow. below the branch line.Otherwise, use proper drainage. tqCOWorldwide www.tyco-fire.com Fire Protection Contacts Products Series DS-1 Dry-Type Sprinklers 5.6K Horizontal Sidewall Standard and Quick Response, Extended Coverage General Sprinkler Description Identification TYCO Series DS-1 Dry-Type Sprinklers, Numbers SSINS 5.6 K-factor Horizontal Sidewall, • Standard (5 mm Bulb) and Quick TY3338—3 mm Bulb Type Response(3 mm Bulb)and Extended TY3358—5 mm Bulb Type Coverage, are decorative glass bulb automatic sprinklers typically used Technical where the sprinklers and/or a portion of the connecting piping may be Data exposed to freezing temperatures;for example, horizontal piping extensions Approvals through a wall to protect an unheated UL and C-UL Listed operation area of a building. Series DS-1 NYC Approved under MEA 352-01-E Dry-Type Sprinklers are designed for extended coverage use in light hazard Refer to Table A. When TYCO Series DS-1 Dry-Type occupancies. Sprinklers are in service, water is Maximum Working Pressure prevented from entering the assembly Imm 175 psi(12,1 bar) by the Plug and Gasketed Spring Plate Seal (Ref. Figure 1) in the Inlet of the Series DS-1 Dry-Type Sprinklers Inlet Thread Connections sprinkler. described herein must be installed 1 inch NPT or The lass bulb contains a fluid that and maintained in compliance with ISO 7-R 1 g this document, as well as with the expands when exposed to heat.When applicable standards of the National Discharge Coefficient the rated temperature is reached, the Fire Protection Association(NFPA), in K=5.6 gpm/psis/2 fluid expands sufficiently to shatter addition to the standards of any other (80,6 Ipm/barli2) the glass bulb, and the Bulb Seat is authorities having jurisdiction.Failure to released. do so may impair the performance of Temperature Ratings The compressed Spring is then able these devices. Refer to Table A. to expand and push the Water Tube as The owner is responsible for main- Finishes well as the Guide Tube outward. This taining their fire protection system and Sprinkler: Natural Brass, Chrome action simultaneously pulls inward on devices in proper operating condition. Plated,or Signal White the Yoke, withdrawing the Plug and Contact the installing contractor Escutcheon: Signal Whit Chrome Gasketed Spring Plate Seal from the or product manufacturer wi ceon: gna e, rome th any Inlet allowing the sprinkler to activate questions. Plated,or Brass Plated and flow water. Series DS-1 Dry-Type Sprinklers must Physical Characteristics only be installed in fittings that meet Inlet. . . . . . . . . . . . . . . . . . . . . Cropper the requirements of the Design Criteria Plug ............ ... . . . . . Copper section. Yoke............ .. Stainless Steel Casing .......... ... . . Galvanized Carbon Steel Insert . . . . . . . . . . . ... . . . . . Bronze IMPORTANT Bulb Seat . . . . . . . . .. Stainless Steel Bulb . . . . . . . . . . . . ... . . . . . . .Glass Always refer to Technical Data Compression Screw... . . . . . Bronze Sheet TFP700 for the "INSTALLER Deflector. . . . . . . . . . . . . . . . . Bronze WARNING"that provides cautions Frame. . . . . . . . . . . .. . . . . . . Bronze with respect to handling and instal- Guide Tube. . . . . . . . . Stainless Steel lation of sprinkler systems and Water Tube. . . . . . . .. Stainless Steel components. Improper handling and Spring. . . . . . . . . . . .. Stainless Steel installation can permanently damage Gasketed Spring a sprinkler system or its compo- Plate Seal. . . . . . . . . Beryllium Nickel nents and cause the sprinkler to fail w/TEFLON to operate in a fire situation or cause Escutcheon . . . . . ... . .Carbon Steel it to operate prematurely. Page 1 of 13 SEPTEMBER 2014 TFPS20 Page 6 of 6 TFP962 Limited Ordering Warranty Information Products manufactured by Tyco Fire& Riser Manifold: Building Products (TFBP) are war- Specify; Size (specify), Figure 513, ranted solely to the original Buyer for (specify connection type inlet x outlet) ten(10)years against defects in mate- Riser Manifold (specify - without or rial and workmanship when paid for with) a cover tamper switch for the and properly installed and maintained waterflow alarm switch, P/N (specify). under normal use and service. This warranty will expire ten (10) years NOTES from date of shipment by TFBP. No Orders for Figure 513 may be filled warranty is given for products or com- with a Figure 13. The two assemblies ponents manufactured by companies are completely interchangeable in not affiliated by ownership with TFBP function, application, and end-to-end or for products and components which laying length. have been subjectto misuse,improper if a ULC Listing is required, the Riser installation, corrosion, or which have Manifold must be ordered with a cover not been installed, maintained, modi- tamper switch for the waterflow alarm fied or repaired in accordance with ap- switch. plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities ULIULC/FM Assemblies Having Jurisdiction. Materials found With Cover Tamper Switch by TFBP to be defective shall be either 1-1/2 Inch(DN40) repaired or replaced, at TFBP's sole MT x FT.........- PIN 4086 option. TFBP neither assumes, nor 1-1/2 Inch(DN40) MT x MT.............. PIN 4087 authorizes any person to assume for it, 2 Inch(DN50) any other obligation in connection with G x G ............... PIN 4090 the sale of products or parts of prod- 2-1/2 Inch(DN65) ucts.TFBP shall not be responsible for G x G ................ PIN 4091 3 Inch(DN80) sprinkler system design errors or inac- G x G ............. .. PIN 4092 curate or incomplete information sup- 4 Inch(DN100) plied by Buyer or Buyer's repre- G xG ............. PIN 4095 sentatives. 6 Inch(DN150) G x G .......... P/N 4096 In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, Assemblies Without indirect,special or consequential dam- without Cover Tamper switch p q 1-1/2 Inch(DN40) ages, including but not limited to labor MT x FT.............. PIN 4055 charges, regardless of whether TFBP 1-1/2 Inch (DN40) was informed about the possibility of MT x MT.......... PIN 4056 50) such damages, and in no event shall 2 Inch(G ... TFBP's liabilityexceed an amount G x c ................ PIN 4060 2-1/2 Inch(DN65) equal to the sales price. G x G ........... .... PIN 4061 The foregoingwarranty is made in lieu 3 Inch(DNeO) y G x G ................ PIN 4062 of any and all other warranties. ex- 4 Inch(DN100) press or implied. including warranties G x G ................ PIN 4065 of merchantability and fitness fora par- 6 Inch(DN150) ticular impose. �� G x G ................ P/N 4066 This limited warranty sets forth the ex- clusive remedy for claims based on Optional Pressure Relief Valve: failure of or defect in products, materi- Specify: Operational Pressure Relief als or components, whether the claim Valve and Trim for use with (specify is made in contract, tort, strict liability size) Figure 513 or 13 Series Riser or any other legal theory. Manifold, P/N (specify). This warranty will apply to the full ex- tent permitted by law. The invalidity, in 1-1/2"or 2................. PIN 4063 whole or part, of any portion of this 4"or 6 or 3"............... PIN 407 warranty will not affect the remainder. a or ".................. P/N 4073 Replacement Parts: Specify: (description)for use with Fig- ure 513 or 13 Riser Manifold,PIN(Ref. Figure 1 or 2, as applicable). TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19446 TFP962 Page 5 of 6 NO. DESCRIPTION QTY. P/N NO. DESCRIPTION QTY. To ins P/N (DN40)Manifold Only: To ins(DN40) optional Pressure Relief Trim on 1 3/8"Copper Tubing, 2 Pressure Relief Valve, a 1-1/2"(DN40)Manifold,a 1/2"NPT outlet 2"(DN50)Manifolds ....1 971-124-01 175 psi,Nonadjustable . 1 198-066-00 must be provided by the installer on the 2-112"(DN65)and 3 90'Compression Fitting system outlet piping,and a connection back 3"(DN80)Manifolds ....1 971-124-02 Fitting.. .. 2 CH to the manifold drain trim must be fabricated 4"(DN100)and 4 1"x 1/2"Reducing Hex with installer supplied 3/8"copper tubing. 6"(DN150)Manifolds ...1 971-124-03 Bushing .............. 1 CH Discard unused trim components. CH:Common Hardware 3 1/2"NPT Installer Outlet Provided 1 3 4 System Outlet Piping Installer Fabricated 2 0 db 3/8"Copper 2 > Tubing 3 �P 2"(DN50),2-112"(DN65), d 3"(DN80),4"(DN100),or D Q 6"(DN150)Manifold qP 3 Manifold Drain Trim 1-112"(DN40) Manifold O FIGURE 4 OPTIONAL PRESSURE RELIEF VALVE Riser Manifold component in the field. Alarm/Flow Test Procedure Care and Only the pressure gauge, waterflow alarm switch, or relief valve can be Step 1. Place the test&drain Valve in Maintenance replaced. If any other problems are the"test" position. The following inspection procedure encountered the entire riser manifold Step 2. Fully open the drain valve.must be performed as indicated, in ad- must be replaced. Make certain that drainage water will dition to any specific requirements of The alarm/flow test procedure will re- not cause any damage or injury. the NFPA, and an impairment must sult in operation of the associated y p alarms. Consequently, notification Step Verify operation of associated be immediately corrected. must be given to the owner and the fire alarms. The owner is responsible for the in- department, central station, or other Step 4. Close the drain valve. spection, testing, and maintenance of signal station to which the alarms are their fire protection system and de- connected, and notification must be Step 5. Place the test&drain Valve in vices in compliance with this docu- given to the building occupants. the"drain" position. ment, as well as with the applicable Step 6. Verify that the residual (flow- standards of the National Fire Protec- Before closing a fire protection system ing) pressure indicated by the pres- tion Association e. NFPA 25 , in control valve for inspection or mainte- ( 9• ) sure gauge is no less that originally addition to the standards of any nance work on the fire protection sys- recorded for the system when it was authority having jurisdiction. The in- tem that it controls,permission to shut first installed. stalling contractor or product manufac- down the effected fire protection Sys- turer should be contacted relative to tem must first be obtained from the Step 7. Close the drain valve. any questions. proper authorities and all personnel Step 8.Verify that the static(not flow- It is recommended that automatic who may be affected by this action ing) pressure indicated by the pres- must be notified. sprinkler systems be inspected, sure gauge is no less that originally tested, and maintained by a qualified After placing a fire protection system recorded for the system when it was Inspection Service in accordance with in service, notify the proper authorities first installed. local requirements and/or national and advise those responsible for moni- codes. toring proprietary and/or central sta- tion alarms. NOTES No attempt is to be made to repair any Page 4 of 6 TFP962 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 WATERFLOW SWITCH TYPICAL ELECTRICA CONNECTIONS CONTACTS ..... SPOT(Form C) LOCAL END OF LINE RESISTOR CONTACT RATING .. . 5A @ 125 VAC SIGNAL 2 5A @ 30 VDC DEVICE NC NO NC NO NO• / NC COM COM COM CONTROL POWER PANEL NO FLOW NON-SUPERVISED STYLE B/CLASS B CONDITION CIRCUIT SUPERVISED CIRCUIT (SEE NOTE) 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 remove signaling unit,while the other contact is used to operate a local audible or visual annunciator. COVER TAMPER SWITCH(ULC ASSEMBLIES ONLY) CONTACTS .......... SPDT(Form C) CONTACT RATING .... 3A @ 250 VAC 5A @ 125 VAC 1mA @ 5 VDC min. NO% • NC COM CONTACTS SHOWN WITH COVER IN PLACE FIGURE 3 WIRING GUIDANCE TFP962 Page 3 of 6 2 INCH(DN50)MANIFOLD 4INCH(DN100)MANIFOLD 6 INCH(DN150)A- "'- NO DESCRIPTION CITY. P/N NO. DESCRIPTION CITY. P/N NO. DESCRIPTION CITY P/N 1 2"Manifold Body, 1 4"Manifold Body, 1 6"Manifold Body, Groove x Groove.......1 N/A Groove x Groove.....-. 1 N/A Groove x Groove 1 N/A 2 Waterflow Alarm Switch: 2 Waterflow Alarm Switch: 2 Waterflow Alarm Switch: VSC with Paddle, VSC with Paddle, VSC with Paddle, UL/FM ............... 1 976-357-01 ULIFM ............... 1 976-357-04 UL/FM ............... 1 976-357-05 VSC with Paddle and VSC with Paddle and VSC with Paddle and Cover Tamper Switch, Cover Tamper Switch, Cover Tamper Switch, ULC/FM.............. 1 976-520-01 ULC/FM............ 1 976-520-04 ULC/FM.............. 1 976-520-05 3 300 psi/2000 kPa 3 300 psi/2000 kPa 3 300 psi/2000 kPa Water Pressure Gauge .. 1 2341 Water Pressure Gauge -. 1 2341 Water Pressure Gauge .. 1 2341 2-1/2 INCH(DN65)MANIFOLD Manifold Nominal Installation Dimensions in Inches and(mm) Drain Size Weight NO DESCRIPTION CITY. P/N Size A Br D E F G H Ibs.(kg) 2 Inch 16-3/4 13 5-3/8 6-3/8 13-1116 3-112 1"NPT 13.5 1 2-1/2"Manifold Body, DN50 (425,5 (330,2 (136,5) (161,9) (331,8 (88,9 (6,1) Groove x Groove....... 1 N/A 2-1/2 Inch 17-3/16 135-3/4 6-7/8 13-3/4 3-1/2 16.8 2 Waterflow Alarm Switch: DN65 4366 330 2 (146,1) 17461 349,3) (88,9) 1-1/4"NPT 76VSC with Paddle, 3 Inch 17-3/16 13 6 7-1/8 14-1/4 3-112 18.7 ULIFM ............... 1 976-357-02 DN80) (436.6) (330.2) (25 41 152.4) (181 O) (362 O) (88,91 1-1/4 NPT A41.6 VSC with Paddle and Cover Tamper Switch, 4Inch 20-1/2 13 4-5/16 7-9/16 9-1/16 16-5/8 4-1/2 2„NPT ULC/FM.............. 1 976-520-02 DN100 520,7 (330,2 N09,5 192.1 (2302 (422,3 (114,3) 3 300 psi/2000 kPa 6 Inch 20-1/2 13 4-5/16 8-1/2 10 18-1/2 6-5/8 2"NPT Water Pressure Gauge _. 1 2341 DNi50 (524 7 330 (109 5) (215 9 254 Q (469 9 1683) 3 INCH(DN60)MANIFOLD NO. DESCRIPTION CITY. P/N 1 3 1 3"Manifold Body, Groove x Groove....... 1 N/A 2 Waterflow Alarm Switch: VSC with Paddle, UL/FM ............... 1 976-357-03 VSC with Paddle and Drain Valve Cover Tamper Switch, (Normally P ULC/FM.............. 1 976-520-03 Closed) 3 300 psi/2000 We Water Pressure Gauge .. 1 2341 NOTES: A 2 1. ULC Listed Manifolds are equipped with 111 Cover Tamper Switches installed internal B 0 to the Waterflow Alarm Switches. 2 CH:Common Hardware f^ \/ ' Test C D &Drain Valve rG (Normally set E to"Drain") H F - FIGURE 2 2 thru 6 INCH(DN50 thru DN150)RISER MANIFOLD ASSEMBLYAND DIMENSIONS Page 2 of 6 TFP962 NO. DESCRIPTION CITY. P/N 1 1-1/2"Manifold Body, Male x Female NPT.... 1 N/A NOTES: Groove x Groove...... 1 N/A 1. Approximate weight,11.2 lbs.(5,1 kg) 2 Waterflow Alarm Switch: 2. ULC Listed Manifolds are equipped with VSR-SF with Paddle, Cover Tamper Switches installed internal UL/FM ... _.. _ ... . 1 971-096-00 to the Waterflow Alarm Switches. VSR-SF with Paddle and 3. CH:Common Hardware Cover Tamper Switch, ULC/FM..............1 976-519-02 3 300 psi/2000 kPa Water Pressure Gauge ..1 2341 3 10"(250 mm) 71 0 j? Q 14-1/4" Male x Female NPT, q P (362,0 mm) Groove x Groove Manfolds CD Inspector's Test F9 1Male (Male PT &Drain Valve Drain Valve Male x Male NPT (Normally set (Normally Manifolds to"Drain") Closed) O 1 2 Imo_ 5-3116" 3-1/2" 3/4" 1" (131,8 mm) (88.9 mm) (19.1 mm) NPT 6-1/8" (155,6 mm) 12-5/8" (320,7 mm) FIGURE 1 1-1121NCH(DN40)RISER MANIFOLD ASSEMBLY AND DIMENSIONS tqCD Fire & Building Products Technical Services: Tel: (800)381-9312/Fax: (800)791-5500 Model 513 (13) Riser Manifold 1-112 thru 6 Inch (DN40 thru DN 150) For NFPA 13 Sprinkler Systems General Technical Description Data The Figure 513 (13) Riser Manifolds Approvals described in this technical data sheet The Figure 513 (13) Riser Manifolds provide the necessary waterflow with a cover tamper switch for the wa- alarm, pressure gauge, alarm test ori- terflow alarm switch are UL Listed, fice, drain, and sight glass equipment ULC Listed, and FM Approved. in a single assembly for use in NFPA The Figure 513 (13) Riser Manifolds 13 sprinkler systems as follows: without a cover tamper switch for the NFPA 13" waterflow alarm switch are UL Listed • 1-1/2 Inch (DN40) and FM Approved. Male Thread x Female Thread Maximum Working Pressure • 1-1/2 thru 6 Inch(DN40 thru DN150) 175 psi (12,1 bar) ri Groove x Groove Test Orifice 5.6K(80K) *Although the Riser Manifold described in AssemblY this data sheet is intended for NFPA 13 nections and/or listed mechanical sprinkler systems,it may be used for NFPA The manifold body of the Figure 513 is grooved connections, as applicable 13D or 13R residential sprinkler systems, ductile iron, whereas the manifold whore a test orifice of 5.6K(80K)is accept- body of the Figure 13 is cast iron. The Step 2. Connect the drain line, and able, two assemblies are completely inter- then close the drain valve. changeable in function, application, Step 3. Refer to Figure 3 for wiring The variety of sizes and grooved end and end-to-end laying length. guidance. All wiring must be per- connections allow cost effective and Finish formed in accordance with the Author- easy transition to check valves,control Red painted. ity Having Jurisdiction and/or the Na- valves, and system piping. The Riser tional Electrical Code. Manifolds may be installed in eitherthe Step 4. Refer to Figure 4 for optional horizontal(flow switch on top)or verti- Installation relief valve. cal (flow going up) for both single sprinkler rises and floor control in high The Riser Manifolds may be installed Step 5. Place the system in service by rises. in either the horizontal (flow switch on filling the system with water.When fill- top) or vertical (flow going up). The ing the system, partially open the con- WARNING inlet of the Riser Manifold may be di- trol valve to slowly fill the system. Fill- The Riser Manifolds described herein rectly connected to a shut-off control ing the system slowly will help avoid must be installed and maintained in valve. damaging the waterflow alarm switch, compliance with this document, as well as with the applicable standards NOTES After the system is fully pressurized, of the National Fire Protection Asso- Where applicable pipe thread sealant completely open the control valve. ciation, in addition to the standards of is to be applied sparingly. Use of a Step 6. Secure all supply valves any other authorities having jurisdic- non-hardening pipe thread sealant is open. tion. Failure to do so may impair the recommended. performance of these devices. Never remove any piping component The owner is responsible for maintain- nor correct or modify any piping defi- ing their fire protection system and de- ciencies without first depressurizing vices in proper operating condition. and draining the system. The installing contractor or sprinkler Step 1. Install the manifold body with manufacturer should be contacted the flow arrow pointing in the down- with any questions. stream position using threaded con- Page 1 of 6 APRIL, 2006 TFPS62 TFP176 Page 6 of 6 SPRINKLER FINISH K TYPE NATURAL BRASS CHROME PLATED POLYESTER LEAD COATED HORIZONTAL SIDEWALL 250 PSI(17,2 BAR) (TY3331) 175PSI or BAR) 5.6 RECESSED HORIZ. 1/2 SIDEWALL(TY3331) (SEE NOTE 1) N PT VERTICAL SIDEWALL 175 PSI(12,1 BAR) (TY3431) NOTES: 1. The waximum working pressure of 250 psi 117,2 barj only applies to the Listing by Underwriters Laboratories,Inc.(UL);the Listing by Underwriters Laboratnne,,Inc.for use in Canada(C-UL);and,the Approval ny the City of New York. TABLE B MAXIMUM WORKING PRESSURE P/N 57 - XXX - X - XXX — —I SIN SPRINKLER TEMPERATURE FINISH RATINGS 378 HORIZONTAL SIDEWALL TY3331 1 NATURAL BRASS 135 135'F(57°C) 375 VERTICAL SIDEWALL TY3431 3 PURE WHITE(RAL9010)* 155 155°F(68°C) POLYESTER 4 SIGNAL WHITE(RAL9003) 175 175'F(79°C) POLYESTER 5 JET BLACK(RAL9005)-' 200 200'F(93°C) POLYESTER 7 LEAD COATED 286 286°F(141°C) 9 CHROME PLATED *Eastern Hemisphere sales only. Available in 155'F(68'C)or 200'F (93'C)temperature rating only. TABLE C PART NUMBER SELECTION SERIES TY-FRB HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS Ordering Sprinkler Assemblies with NPT Recessed Escutcheon Thread Connections: Specify: Style(10 or 20)Recessed Es- Procedure Specify: Series TY-FRB (specify SIN), cutcheon with (specify*) finish, P/N (specify K-factor), (specify) Horizontal (specify*). Contact your local distributor for avail- Sidewall or Vertical Sidewall Sprinkler, *Refer to Technical Data Sheet TFP770 ability. When placing an order, indi- Standard Response, Standard Cov- cate the full product name and Part erage, (specify) temperature rating, Sprinkler Wrench Number(P/N). (specify) finish or coating, P/N (spec- Specify: W Type 6 Sprinkler Wrench, ify from Table C) P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 GLOBAL HEADQUARTERS 1400 Pennbrook Parkway,Lansdale,PA 19446 Telephone+1-215-362-0700 Copyright©2013 Tyco Fire Products,LP. All rights reserved. t. co TEFLON is trademark of The DuPont Corporation. "1 Fire Protection Products TFP176 Page 5 of 6 SPRINKLER FINISH(See Note 11) K TYPE TEMP. BULB NATURAL I CHROME POLYESTER*** LEAD COATED LIQUID BRASS PLATED 135-F(57°C) Orange HORIZ. 155°F(68-C) Red SIDEWALL 175°F(79°C) Yellow 1,2,3,4,9,10 1,2,3,9 1,2,3,9 (TY3331) 200°F(93°C) Green 286°F(141°C) Blue 5.6 RECESSED 135°F(57-C) Orange 1/2" HORIZ. 155°F(68°C) Red NPT SIDEWALL 1,2,4,9,10 1,2,9 N/A (TY3331)* 175°F(79°C) Yellow Figure 3 200°F(93°C) Green RECESSED 135°F(57°C) Orange HORIZ. 155°F(68-C) Red SIDEWALL 1,2,3,4,9 N/A (TY3331)** 175°F(79°C) Yellow Figure 4 200°F(93°C) Green VERTICAL 135°F(57°C) Orange SIDEWALL 155°F(68°C) Red 5.6 (TY3431) 1/2" Installed 175-F(79-C) Yellow 5,6, 7,8,9 5,6,7,9 NPT Pendent 93 200°F °C Green or ( ) Upright 286-F(141°C) Blue NOTES: 1. Listed by Underwriters Laboratories,Inc.(UQ as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch(100 to 300 mm)top of deflector to ceiling distance. 2. Listed by Underwriters Laboratories Inc.for use in Canada(C-UL)as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch(100 to 300 mm)top of deflector to Ceiling distance. 3. Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers for use in Light Hazard Occupancies at a 4 to 12 inch(100 to 300 mm)top of deflector to ceiling distance. 4. Approved by the Loss Prevention Certification Board(LPCB Ref.No.007a/04)at a 4 to 6 inch(100 to 150 mm)top of deflector to ceiling distance.The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. 5. Listed by Underwriters Laboratories,Inc.as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. 6. Listed by Underwriters Laboratories for use in Canada(C-UL)as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. 7. Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers for use in Light Hazard Occupancies. 8. Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06&007a/04)as Quick Response Sprinklers. 9. Approved by the City of New York under MEA 354-01-E. 10. Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06)at a 4 to 6 inch(100 to 150 mm)top of deflector to ceiling distance.The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. 11. 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 Resis- tant Sprinklers.Where Lead Coated Sprinklers are noted to be FM Approved,the sprinklers are FM Approved as Corrosion Resistant Sprinklers. Installed with Style 10(1/2"NPT)3/4"Total Adjustment Recessed Escutcheon. Installed with Style 20(1/2"NPT)112"Total Adjustment Recessed Escutcheon. Frame and deflector only. TABLE A LABORATORY LISTINGS AND APPROVALS TFP176 Page 4 of 6 5/8t1/4" (15,9t6,4 mm) MOUNTING FACE OF WRENCH RECESS SURFACE - SPRINKLER (END"A" USED FOR FITTING 1/2" NPT MODELS) _T iFIGURE 5 CLOSURE W-TYPE 6 SPRINKLER WRENCH 2-7/8" DIA. SERIES (73,0 mm) TY-FRB 2-1/4" DIA. WRENCH (57,2 mm) RECESS MOUNTING PLATE (3,2 mm) 1-1/4"(31,8 mm) 3/4"(19,1 mm) PUSH WRENCH 3/4"(19,1 mm) 1/4"(6,4 mm) IN TO ENSURE ENGAGEMENT FIGURE 3 WITH SPRINKLER SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WRENCHING AREA WITH TWO-PIECE 3141NCH TOTAL ADJUSTMENT FIGURE 6 STYLE 10 RECESSED ESCUTCHEON W-TYPE 7 RECESSED SPRINKLER WRENCH 1/2t1/8" (12,7t3,2 mm) MOUNTING FACE OF SURFACE SPRINKLER FITTING CLOSURE 2-7/8"DIA. SERIES 1 (73,0 mm) TY-FRB 2-1/4" DIA. (57,2 mm) MOUNTING '_7 PLATE q1 (3,2 mm) 1-1/4"(31,8 mm) I 1/2"(12,7 mm) 1"(25,4 mm) 1/4"(6,4 mm) FIGURE 4 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON TFP176 Page 3 of 6 Series TY-FRB Recessed *Temperature ** Pipe thread 1 - Frame 4 - Bulb 7 - Ejection Horizontal Sidewall Sprinkler rating is connections 2 - Button 5 - Compression Spring Installation indicated on per ISO 7-1 can 3 - Sealing Screw The Series TY-FRB Recessed Hori- Deflector. be provided on Assembly 6 - Deflector* zontal Sidewall Sprinklers must be special request. installed in accordance with this section. ARROW MUST Step A. Recessed horizontal sidewall POINT AWAY — sprinklers are to be installed in the 1,11 m FROM AND BE ESCUTCHEON horizontal position with their center- NOMINAL PERPENDICULAR O PLATE SEATING NOL TO THE BACK line of waterway perpendicular to the SURFACE 1/2"** MAKE-IN WALL SURFACE back wall and parallel to the ceiling. NPT The word "TOP" on the Deflector is to -I 6* face towards the ceiling. Step B.After installing the Style 10 or 1 FLOW u 5 20 Mounting Plate over the sprinkler threads, hand tighten the sprinkler into 2-3/16" 2-3/16" 4 the sprinkler fitting. (55,6 mm) (55,6 mm) Step C. Tighten the sprinkler into the 1-112" / 2 sprinkler fitting using only the W Type (38,1 mm) WRENCH ' 7 Recessed Sprinkler Wrench (Ref. FLATS 7 3 Figure 6). With reference to Figure 1, the W-Type 7 Recessed Sprinkler 1 Wrench is to be applied to the sprin- SHOWN SHOWN CROSS kler wrench flats. PENDENT UPRIGHT SECTION Step D. After the ceiling has been in- FIGURE2 stalled the finish coat has been - 5.6 K-FACTOR QUICK RESPONSE sure over thee Series TY-FRB Sprinklerr plied, slide the Style 10 or 20 Clolo SERIES TY-FRB VERTICAL SIDEWALL(TY3431)SPRINKLERS and push the Closure over the Mount- ing Plate until its flange comes in con- if they cannot be completely cleaned The owner is responsible for the in- tact with the ceiling. by wiping the sprinkler with a cloth or spectinn, testing, and maintenance by brushing it with a soft bristle brush. of their fire protection system and de- Care and Care must be exercised to avoid dam- vices in compliance with this docu- age to the sprinklers before, during, ment, as well as with the applicable Maintenance and after installation. Sprinklers dam- standards of the National Fire Pro- aged by dropping, striking, wronch tection Association (e.q., NFPA 25), in The Series TY-FRB, 5.6 K-factor, Hori- twist/slippage, or the like, must be addition to the standards of any oth- zontal and Vertical Sidewall Sprinklers replaced. Also, replace any sprinkler n authorities having jurisdiction. The i must be maintained and serviced in that has a cracked bulb or that has installing contractor or sprinkler man- accordance with this section. lost liquid from its bulb. (Ref. Installa- a should be contacted relative tion Section too annyy questions. Before closing a fire protection sys- )• tem main control valve for mainte- The owner must assure that the sprin- s is recommended that automatic nance work on the fire protection sys- klers are not used for hanging any ob- sprinkler systems be inspected, test- tem that it controls, permission to shut jects and that the sprinklers are only seced, and maintained by a qualified withce down must the affected obtained fire pprom then sys- cleaned by means of gently dusting loti cal requiron Service an em en in and/or national prop- with a feather duster; otherwise, non- codes. er authorities and all personnel who operation in the event of a fire or inad- may be affected by this action must vertent operation may result. be notified. Frequent visual inspections are rec- Absence of an escutcheon, which is ommended to be initially performed used to cover a clearance hole, may for corrosion resistant coated sprin- delay the time to sprinkler operation in klers, after the installation has been a fire situation. completed,to verify the integrity of the Sprinklers that are found to be leaking corrosion resistant coating. Thereaf- or exhibiting visible signs of corrosion ter, annual inspections per NFPA 25 must be replaced. should suffice; however, instead of in- specting from the floor level,a random sampling of close-up visual inspec- painted, plated, coated or other- tions should be made, so as to better wise altered after leaving the factory. determine the exact sprinkler condi- Modified sprinklers must be replaced. tion and the long term integrity of the Sprinklers that have been exposed to corrosion resistant coating, as it may corrosive products of combustion, but be affected by the corrosive condi- have not operated,should be replaced tions present. TFP176 Page 2 of 6 1 - Frame DEFLECTOR Installation 2 - Button HAT ` 5 The Series TY-FRB, 5.6 K-factor, Hori- 3 - Sealing zontal and Vertical Sidewall Sprinklers Assembly must be installed in accordance with 4 - Bulb this section. 5 - Compression Screw General Instructions 6 - Deflector* 6*/ 4 2 3 1 Do not install any bulb type sprin- kler if the bulb is cracked or there is a loss of liquid from the bulb.With the 9/16" WRENCH 1/2"** sprinkler held horizontally, a small air (14,3 mm) FLATS NPT bubble should be present. The diam- / eter of the air bubble is approximately 1/16 inch(1,6 mm)for the 135°F(57°C) to 3/32 inch (2,4 mm) for the 286oF- ell ' , (141°C)temperature ratings. A leak tight 1/2 inch NPTsprinklerjoint should be obtained with a torque of 7 1-13/16" 7/16" to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher (46,0 mm) (11,1 mm) levels of torque may distort the sprin- NOMINAL kler and cause leakage or impairment CENTERLINE OF SPRINKLER MAKE-IN of the sprinkler. WATERWAY Do not attempt to make-up for insuf- 1-1/2" ficient adjustment in the escutcheon ~(38,1 mm) plate by under-or over-tightening the *Temperature rating sprinkler. Readjust the position of the is indicated on 2-3/16" sprinkler fitting to suit. Deflector. ~—(55,6 mm) ESCUTCHEON Series TY-FRB Horizontal and ** STYLE PLATE SEATING Vertical Sidewall Sprinkler Pipe thread 10 or 20 connections per RECESSED SURFACE Installation ISO 7-1 can be ESCUTCHEON The Series,TY-FRB Horizontal and provided on Vertical Sidewall Sprinklers must be special request. installed in accordance with the fol- lowing instructions. 2-7/8" DIA. Step 1. Horizontal sidewall sprinklers (73,0 mm) are to be installed in the horizontal po- sition with their centerline of waterway perpendicular to the back wall and parallel to the ceiling.The word "TOP" on the Deflector is to face towards the ceiling. Vertical sidewall sprinklers are to be FIGURE 1 installed in the pendent or upright po- 5.6 K-FACTOR QUICK RESPONSE sition with the arrow on the Deflector SERIES TY-FRB HORIZONTAL SIDEWALL(TY3331)SPRINKLERS pointing away from the wall. Ph sical Characteristics Step 2. With pipe thread sealant ap- y Design plied to the pipe threads, hand tighten Frame. ..........Bronze the sprinkler into the sprinkler fitting. Button. .... Brass/Copper Criteria Ste Sealing Assembly ........Beryllium Nickel w/ p 3. Tighten the sprinkler into the TEFLON sprinkler fitting using only the W Type Bulb .............................. Glass The Series TY-FRB, 5.6 K-factor, Hori- 6 Sprinkler Wrench (Ref. Figure 5), Compression Screw ................Bronze zontal and Vertical Sidewall Sprinklers With reference to Figure 1 or 2,the W- HSW Deflector.....................Bronze are intended for fire protection sys- Type 6 Sprinkler Wrench is to be ap- VSW Deflector.....................Copper tems designed in accordance with the plied to the wrench flats. standard installation rules recognized Operation by the applicable Listing or Approval agency (e.g., UL Listing is based on The glass bulb contains a fluid which the requirements of NFPA 13, and FM expands when exposed to heat.When Approval is based on the requirements the rated temperature is reached, the of FM's Loss Prevention Data Sheets). fluid expands sufficiently to shatter Only the Style 10 or 20 Recessed Es- the glass bulb, allowing the sprinkler cutcheon, as applicable, is to be used to activate and water to flow. for recessed horizontal installations. tqC0Worldwide www.tco-fire.com Fire Protection Contacts y Products Series TY-FRB — 5.6 K-factor Horizontal and Vertical Sidewall Sprinklers Quick Response, Standard Coverage tained when exposed to corrosive at- General _ mospheres. Although corrosion resis- Description tant coated sprinklers have passed the standard corrosion tests of the appli- ,t The Series TY-FRB, 5.6 K-factor, Hor- cable approval agencies,the testing is izontal and Vertical Sidewall Sprin- not representative of all possible cor- klers described in this data sheet rosive atmospheres. Consequently, it are quick response -standard cover- is recommended that the end user be age, decorative 3 mm glass bulb type consulted with respect to the suitabil- � ' spray sprinklers designed for use in ity of these coatings for any given cor- light and ordinary hazard, commer- rosive environment.The effects of am- cial occupancies such as banks, ho- bient temperature, concentration of tels,shopping malls, etc.They are de- chemicals, and gas/chemical velocity, signed for installation along a wall or should be considered, as a minimum, the side of a beam and just beneath a along with the corrosive nature of the smooth ceiling.Sidewall sprinklers are chemical to which the sprinklers will commonly used instead of pendent or be exposed. upright sprinklers due to aesthetics or building construction considerations, Inomm where piping across the ceiling is not The Series TY-FRB Sprinklers de- desirable, scribed herein must be installed and The recessed version of the Series maintained in compliance with this TY-FRB Horizontal Sidewall Sprin- document, as well as with the appli- kler is intended for use in areas with cable standards of the National Fire a finished wall. It uses a two-piece Protection Association, in addition to Style 10 Recessed Escutcheon with the standards of any other authorities 1/2 inch (12,7 mm)of recessed adjust- having jurisdiction. Failure to do so ment or up to 3/4 inch(19,1 mm)of to- may impair the performance of these tal adjustment from the flush sidewall devices. position, or a two-piece Style 20 Re- The owner is responsible for main- cessed Escutcheon with 1/4 inch (6,4 taining their fire protection system mm) of recessed adjustment or up to and devices in proper operating con- 1/2 inch (12,7 mm) of total adjustment dition. Contact the installing contrac- from the flush Sidewall position. The for or sprinkler manufacturer with any adjustment provided by the Recessed questions. Technical Escutcheon reduces the accuracy which the fixed pipe nipples to the s Sprinkler Data sprinklers must be cut. Corrosion resistant coatings, where Identification Approvals applicable, are utilized to extend the UL and C-UL Listed. life of copper alloy sprinklers beyond Numbers FM, LPCB,and NYC Approved. that which would otherwise be ob- (Refer to Table A for complete approv- TY3331 . . . . . . . . . . . . . . . Horizontal al information including corrosion re- IMPORTANT TY3431 . . . . . . . . . . . . . . . . . .Vertical sistant status.) Always refer to Technical Data Maximum Working Pressure Sheet TFP700 for the "INSTALLER Refer to Table B. WARNING' that provides cau- Discharge Coefficient tions with respect to handling K=5.6 GPM/psis/2(80,6 LPM/barii2) and installation of sprinkler sys- tems and components. Improp- Temperature Ratings er handling and installation can Refer to Table A. permanently damage a sprin- Finishes kler system or its components Sprinkler: Refer to Table C. and cause the sprinkler to fail Recessed Escutcheon:Signal or Pure to operate in a fire situation or cause White,Jet Black, Chrome Plated,or it to operate prematurely. Brass Plated. Page 1 of 6 FEBRUARY 2014 TFP176 TFP171 Page 10 of 10 P/N 57 - XXX - X - XXX - 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 3 PUR(RAE9 10)E 155 155°F(68°C) 340 4.2K UPRIGHT(1/2"NPT) TY2131 4 SIGNAL WHITE 79 175°F °C (RAL9003) 175 ( ) 341 4.2K PENDENT(1/2"NPT) TY2231 5 JET BLACK °°200 200F 93C (RAL9005)** ( ) 370 5.6K UPRIGHT(1/2"NPT) TY3131 7 LEAD COATED 286 286°F(141°C) 371 5.6K PENDENT(1/2"NPT) TY3231 9 CHROME PLATED 390 8.OK UPRIGHT(3/4"NPT) TY4131 Eastern Hemisphere sales only. *Available in only 2.8K,4.2K,and 391 8.OK PENDENT(3/4"NPT) TY4231 8.OK,155°F(68°C)and 200°F(93°C); requlres lead time to manufacture. 360 8.OK UPRIGHT(1/2"NPT) TY4831* 361 8.OK PENDENT(1/2"NPT) TY4931* TABLE D SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS PART NUMBER SELECTION Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number(P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB(Specify SIN), (specify K-factor), (specify Pendent or Upright) Sprinkler (specify) tempera- ture rating, (specify) finish or coating, P/N (specify from Table D) Recessed Escutcheon: Specify: Style (10, 20, 30, or 40) Recessed Escutcheon with (specify*) finish, P/N (specify*) Sprinkler Wrench Specify: W Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W Type 7 Sprinkler Wrench, P/N 56-850-4-001 *Refer to Technical Data Sheet TFP770 GLOBAL HEADQUARTERS 1400 Pennbrook Parkway,Lansdale,PA 19446 Telephone+1-215-362-0700 Copyright©2013 Tyco Fire Products,LP. All rights reserved. tgco TEFLON is trademark of The DuPont Corporation. Fire ProrecrionProducts TFP171 Page 9 of 10 2-7/8"DIA. 2-7/8" DIA. 5/8t1/4" (73,0 mm) 3/4"(19,1 mm) (73,0 mm) 1/2" 12,7 mm 1/2t1/8" ( ) (15,9t6,4 mm) 2-1/4" DIA. 1/4"(6,4 mm) (12,7t3,2 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 rl � A/A. I 1/81, I 1/8" (3,2 mm) (3,2 mm) T MOUNTING I MOUNTING I 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 10 FIGURE 11 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3141NCH 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. 5/8t1/4" (73,0 mm) 3/4"(19,1 mm) 1/2t1/8" (73,0 mm) 1/2"(12,7 mm) (15,9t6,4 mm) 2-1/4" DIA. 1/4"(6,4 mm) (12,7t3,2 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 1 / �J I TZ4 AMY//.. 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 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 &0 K-FACTOR,3141NCH NPT 8.0 K-FACTOR,3141NCH NPT WRENCH RECESS WRENCH RECESS (END"A"USED FOR 1/2" NPT MODELS) WRENCH RECESS (END"B" USED FOR 3/4"NPT MODELS) PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 14 FIGURE 15 W-TYPE 6 SPRINKLER W-TYPE 7 RECESSED WRENCH SPRINKLER WRENCH 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) (73,0 mm) 1/2" 12,7 mm (15,916,4 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) �I SPRINKLER MOUNTING PLATE SPRINKLER FITTING PLATE FITTING (3,2 mm) (3,2 mm) MOUNTING MOUNTING I 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) (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 Lai 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 TFP171 Page 7 of 10 SPRINKLER FINISH K TYPE NATURAL CHROME SIGNAL LEAD FACTOR BRASS PLATED WHITE 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)and 175 PSI 5.6 UPRIGHT(TY3131) 250 PSI(17,2 BAR) (12,1 BAR) 1/2"NPT OR 175 PSI(12,1 BAR) RECESSED (SEE NOTE 1) PENDENT(TY3231) N/A PENDENT(TY4231) 175 PSI and (12,1 BAR) UPRIGHT(TY4131) 8'0 175 PSI(12,1 BAR) 3/4"NPT RECESSED N/A PENDENT(TY4231) 6.0 PENDENT(TY4931) 175 PSI 1/2"NPT and UPRIGHT(TY4831) 175 PSI(12,1 BAR) (12,1 BAR) 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 corrosive products of combustion, but tion Service in accordance with local Care and have not operated, should be replaced requirements and/or national codes. if they cannot be completely cleaned Maintenance by wiping the sprinkler with a cloth or Care must be exercised to avoid dam- The TYCO Series TY-FRB must be by brushing it with a soft bristle brush. age to the sprinklers -before, during, and after installation. Sprinklers dam- maintained and serviced in accordance Care must be exercised to avoid dam- aged by dropping, striking, wrench with this section. age to the sprinklers - before, during, twist/slippage, or the like, must be Before closing a fire protection system and after installation. Sprinklers dam- replaced. Also, replace any sprinkler main control valve for maintenance aged by dropping, striking, wrench that has a cracked bulb or that has lost work on the fire protection system twist/slippage, or the like, must be liquid from its bulb. (Ref. Installation that it controls, obtain permission to replaced. Also, replace any sprinkler Section). shut down the affected fire protection that has a cracked bulb or that has lost systems from the proper authorities liquid from its bulb. (Ref. Installation Initial and frequent visual inspections of and notify all personnel who may be Section.) random samples are recommended for corrosion-resistant sprinklers to verify affected by this action. The owner is responsible for the the integrity of the corroslon-reslstant Absence of the outer piece of an inspection,testing,and maintenance of material of construction. Thereafter, escutcheon, which is used to cover their fire protection system and devices annual inspections per NFPA 25 should a clearance hole, can delay sprinkler in compliance with this document, as suffice. operation in a fire situation. well as with the applicable standards of the National Fire Protection Associa- Inspections of corrosion-resistant Sprinklers which are found to be leak- tion (e.g., NFPA 25), in addition to the sprinklers are recommended at close ing or exhibiting visible signs of corro- standards of any other authorities hav- range, instead of from the floor level sion must be replaced. ing jurisdiction. Contact the installing per NFPA. Inspection at close range Automatic sprinklers must never be contractor or sprinkler manufacturer can better determine the exact sprin- re regarding an questions. kler condition and the long-term integ- rity of the corrosion-resistant material, wise altered after leaving the factory. Automatic sprinkler systems are rec- which can be affected by the corrosive Modified sprinklers must be replaced. ommended to be inspected, tested, conditions present. Sprinklers that have been exposed to and maintained by a qualified Inspec- TFP171 Page 6 of 10 SPRINKLER FINISH(See Note 8) K BULB LIQUID NATURAL CHROME SIGNAL*** LEAD FACTOR TYPE TEMPERATURE COLOR BRASS PLATED WHITE 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 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 PENDENT(TY4931) 155°F(68°C) Red 8.0 1/2$NPT 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(112"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 5 of 10 SPRINKLER FINISH(See Note 5) K BULB LIQUID NATURAL CHROME SIGNAL''"" FACTOR TYPE TEMPERATURE COLOR BRASS PLATED WHITE 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 68°°F C 1/2"NPT PENDENT 155 ( ) Red (TY1231)" 175°F(79°C) Yellow Figure 6- 200°F(93°C) Green 1,2,4 135°F(57°C) Orange RECESSED )PENDENT 155 68°F °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 °°200F 93C Green (TY2131) ( ) 286°F(141°C) Blue 135°F(57°C) Orange 4.2 RECESSED 155F 68C 1/2"NPT PENDENT ° ° ( ) 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 PnlyPster Cnated Sprinklers are noted to be UL and C-I IL 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 15). With reference to Figures 1 to 4, apply the W Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Step C. After ceiling installation and finishing, slide on the Style 10,20,30, or 40 Closure over the Series TY-FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. . r TFP171 Page 4 of 10 CEILING PLATE 1 - Frame 5 - Compression SEATING SURFACE 2 - Button Screw 1 3 -Sealing 6 - Deflector 1 3 Assembly 4 - Bulb 7/16" 2-1/4" (11,1 mm) (57,2 mm) UNOMINAL 2 MAKE-IN * Temperature rating is 2-3/16" 1-9/16" 4 indicated on Deflector. (55,6 mm) , (39,7 mm) 5 ** Pipe thread connections NN per ISO 7-1 can be 6 * provided on special 1/2" NPT** WRENCH request. FLATS UPRIGHT PENDENT CROSS SECTION FIGURE 5 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY4831)AND PENDENT(TY4931)SPRINKLERS 8.0 K-FACTOR, 112 INCH NPT Technical Design torque can distort the sprinkler Inlet with consequent leakage or impairment Data Criteria of the sprinkler. Do not attempt to compensate for Approvals The TYCO Series TY-FRB, 2.8, 4.2, insufficient adjustment in the Escutch- UL and C-UL Listed 5.6, and 8.0 K-factor, Upright, Pen- eon Plate by under-or over-tightening FM, LPCB, and NYC Approved dent,and Recessed Pendent Sprinklers the sprinkler. Re-adjust the position of Refer to Table A and B for complete are intended for fire protection sys- the sprinkler fitting to suit. approval information including tems designed in accordance with the corrosion-resistant status. standard installation rules recognized Series TY-FRB Upright and Pendent by the applicable Listing or Approval Sprinklers Maximum Working Pressure agency (such as, UL Listing is based The Series TY-FRB Pendent and Refer to Table C. on the requirements of NFPA 13, and Upright Sprinklers must be installed FM Approval is based on the require- in accordance with the following Discharge Coefficient ments of FM's Loss Prevention Data instructions. K=2.8 GPM/psis/2 (40,3 LPM/barl/2) Sheets). Only the Style 10, 20, 30, or Step 1.Install Pendent sprinklers in the K=4.2 GPM/psi1/2 (60,5 LPM/bars/2) 40 Recessed Escutcheon, as applica- pendent position. Installp Aright sprin- K=5.6 GPM/psi112 (80,6 LPM/barl/2) ble, is to be used for recessed pendent pen in the upright position. K=8.0 GPM/psi1/2 (115,2 LPM/bar'12) installations. klers Step 2. With pipe-thread sealant Temperature Rating Installation applied to the pipe threads, hand- Refer to Table A and B. tighten the sprinkler into the sprinkler The TYCO Series TY-FRB, 2.8, 4.2, fitting. Finishes 5.6,and 8.0 K-factor,Upright, Pendent, Sprinkler: Refer to Table D. Recessed and Recessed Pendent Sprinklersmust Step 3. Tighten the sprinkler into the Escutcheon:White Coated, Chrome be installed in accordance with this sprinkler fitting using only the W-Type 6 Plated, or Brass Plated. section. Sprinkler Wrench(Figure 14).With refer- ence to Figures 1 through 5, apply the Physical Characteristics General Instructions W-Type 6 Sprinkler Wrench to the sprin- Frame. . . . . . . . . . . . .. . . . . . Bronze Do not install any bulb-type sprinkler if kler wrench flats. Button. . . . . . . . . . . . . .Brass/Copper the bulb is cracked or there is a loss Sealing Assembly. . . . . . . . .Beryllium of liquid from the bulb. With the sprin- Series TY-FRB Recessed Pendent Nickel w/TEFLON kler held horizontally, a small air bub- Sprinklers Bulb . . . . . . . . . ble should be present. The diameter Glass The Series TY-FRB Recessed Pendent Compression Screw. . . . . . . . Bronze of the air bubble is approximately 1/16 Sprinklers must be installed in accor- Deflector. . . . . . . . . . .Copper/Bronze inch (1,6 mm)for the 135°F(57°C)and dance with the following instructions. Bushing(K=2.8) . . . . . . . . . . . Bronze 3/32 inch(2,4 mm)for the 286°F(141°C) Step A.After installing the Style 10,20, temperature ratings. 30, or 40 Mounting Plate, as applica- O eration A leak-tight 1/2 inch NPT sprinkler joint ble,over the sprinkler threads and with The glass bulb contains a fluid that shold be obtained by applying a min- pipe-thread sealant applied to the pipe expands when exposed to heat.When imum to maximum torque of 7 to 14 threads, hand-tighten the sprinkler into the rated temperature is reached,the ft.-lbs. (9,5 to 19,0 Nm). A leak tight the sprinkler fitting. fluid expands sufficiently to shatter the 3/4 inch NPT sprinkler joint should be Step B.Tighten the sprinkler into the glass bulb, allowing the sprinkler to obtained with a torque of 10 to 20 ft.- sprinkler fitting using only the W-Type activate and water to flow, lbs. (13,4 to 26,8 Nm). Higher levels of 7 Recessed Sprinkler Wrench (Figure TFP171 Page 3 of 10 *Temperature rating ** Pipe thread connections per 1 - Frame 3 - Sealing 5 - Compression is indicated on ISO 7-1 can be provided on 2 - Button Assembly Screw Deflector. special request. ESCUTCHEON PLATE SEATING 4 - Bulb 6 - Deflector* SURFACE 1 7/16" 3 (11,1 mm) MAKE-IN NOMINAL 2-3/16" 2 (55,6 mm) I 4 2-3/16" 1-1/2" (55.6 mm) I (38,1 mm) 112" NPT** f WRENCH STYLE 10 or 20 2-7/8"(73,0 mm)DIA. FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON RECESSED PENDENT CROSS SECTION FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY3131)AND PENDENT(TY3231)SPRINKLERS 5.6 K-FACTOR, 112 INCH NPT *Temperature rating ** Pipe thread connections per 1 - Frame 3 -Sealing 5 - Compression is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Button Assembly Screw Deflector. special request. PLATE SEATING 4 - Bulb 6 - Deflector* SURFACE mt 1 1/2" 3 (12,7 mm) ' NOMINAL 2-5/16" 2 MAKE-IN (58,7 mm) 4 (57,2/mm) (39,7 -5 No ** STYLE 30 or 40 6* 3/4" NPT WRENCH FLATS RECESSED 2-7/8" (73,0 mm)DIA. - UPRIGHT PENDENT ESCUTCHEON RECESSED PENDENT CROSS SECTION FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY4131)AND PENDENT(TY4231)SPRINKLERS 8.0 K-FACTOR,314 INCH NPT f TFP171 Page 2 of 10 *Temperature rating ** Pipe thread connections per 1 - Frame 3 - Sealing 5 - Compression is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Button Assembly Screw Deflector. special request. PLATE SEATING 4 - Bulb 6 - Deflector* SURFACE 7 - Bushing 7 1 7/16" (11,1 mm) 3 NOMINAL 2-1/4" , MAKE-IN (57,2 mm) I 2 2-3/16" 4 (55,6 mm) i 1-9/16" (39,7 mm) 5 1/2"NPT** WRENCH STYLE 10 or 20 2-7/8"(73,0 mm)DIA. FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON RECESSED PENDENT CROSS SECTION FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY1131)AND PENDENT(TY1231)SPRINKLERS 2.8 K-FACTOR, 112 INCH NPT *Temperature rating ** Pipe thread connections per 1 - Frame 3 - Sealing 5 - Compression is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Button Assembly Screw Deflector. special request. PLATE SEATING 4 - Bulb 6 - Deflector* SURFACE 1 7/16" 3 J (11,1 mm) 2 NOMINAL 2-3/16" MAKE-IN (55,6 mm) I 4 2-3/16" 1-1/2" (55,6 mm) 6* 1/2"NPT** WRENCH STYLE.10 or 20 �—2-7/8"(73,0 mm)DIA. FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON RECESSED PENDENT CROSS SECTION FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY2131)AND PENDENT(TY2231)SPRINKLERS 4.2 K-FACTOR, 112 INCH NPT tyeWorldwide Fire Protection Contacts www.tyco-fire.com Products Series T Y-FRB — 2.8, 4.2.1 5.6, and 8.0 K-Factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General spheres.Although corrosion-resistant coated sprinklers have passed the Description standard corrosion tests of the appli- cable approval agencies,the testing is The TYCO Series TY-FRB, 2.8, 4.2, not representative of all possible cor- 5.6, and 8.0 K-factor, Upright, Pen- rosive atmospheres. Consequently, sue•. dent, and Recessed Pendent Sprin- it is recommended that the end user klers described in this data sheet are be consulted with respect to the suit- quick response, standard coverage, ability of these coatings for any given I decorative 3 mm glass bulb-type spray corrosive environment.The effects of sprinklers designed for use in light or ambient temperature,concentration of ordinary hazard,commercial occupan- chemicals,and gas/chemical velocity, cies such as banks, hotels,and shop- should be considered, as a minimum, ping malls. along with the corrosive nature of the chemical to which the sprinklers will be The recessed version of the Series TY- exposed. FRB Pendent Sprinkler,where applica- ble, is intended for use in areas with a An intermediate level of the Series TY- finished ceiling.This recessed pendent FRB Pendent Sprinklers is detailed sprinkler uses one of the following: in Technical Data Sheet TFP356, and • A two-piece Style 10 (1/2 inch NPT) Sprinkler Guards are detailed in Tech- or Style 40(3/4 inch NPT) Recessed nical Data Sheet TFP780. Escutcheon with 1/2 inch(12,7 mm)of _ recessed adjustment or up to 3/4 inch (19,1 mm)of total adjustment from the The Series TY-FRB, 2.8, 4.2, 5.6, flush pendent position,or a and 8.0 K-factor, Upright, Pendent, and Recessed Pendent Sprinklers • A two-piece Style 20 (1/2 inch NPT) described herein must be installed or Style 30(3/4 inch NPT) Recessed and maintained in compliance with Sprinkler Escutcheon with 1/4 inch(6,4 mm)of this document and with the applica- recessed adjustment or up to 1/2 inch ble standards of the National Fire Pro- Identification (12,7 mm)of total adjustment from the tection Association, in addition to the flush pendent position. standards of any authorities having Number (SIN) The adjustment provided by the I.unsdiction. Failure to do so may impair Recessed Escutcheon reduces the the Nerfutntdnue of these devices. TY1131: Upright 2.8K,1/2-NPT accuracy to which the fixed pipe drops The owner is responsible for maintain- TY1231: Pendent 2.8K, 1/2-NPT to the sprinklers must be cut, ing their fire protection system and TY2131: Upright 4.2K,1/2-NPT Corrosion-resistant coatings, where devices in proper operating condition. TY2231: Pendent 4.2K,1/2-NPT applicable, are utilized to extend the The installing contractor or sprinkler TY3131: Upright 5.6K,1/2-NPT life of copper alloy sprinklers beyond manufacturer should be contacted with TY3231: Pendent 5.61<9 1/2"NPT that which would otherwise be obtained any questions. TY4131: Upright 8.OK,3/4-NPT when exposed to corrosive atmo- TY4231: Pendent 8.OK,3/4"NPT TY4831: Upright 8.OK,1/2-NPT TY4931: Pendent 8.OK,1/2-NPT IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING"that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently dam- age a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 10 OCTOBER 2013 TFP171 Permit#: 2353 Permit Date: 01/14/19 Permit Type: FIRE SPRINKLER Project Name: Cedar Pointe Apartments Applicant Name: Unlimited Mechanical, Inc. Applicant Address: PO Box 1457 Applicant, City, State, Zip: Marysville,WA 98270 Contact: Shelley Johnson Phone: 425-583-4775 Email: shelley@umifireprotection.com Scope of Work: Valuation: 677060.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 06/26/2019 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052100306900 17309 40TH AVENUE NE AMWA CEDAR POINTE FUND LP Contractors Contractor Primary Contact Phone Address Contractor Type License License# UNLIMITED Shelley Johnson 425-583-4775 19221 63rd CONSTRUCTION Labor&UNLIMMI093M6 MECHANICAL INC Avenue NE#2 CONTRACTOR Industires Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 11/04/2019 FS07.FIRE FIRE Approved SPRINKLER FINAL Plan Reviews Date Review Type Description Assigned To Review Status O1/14/2019 FIRE SPRINKLER BUILDING O1/14/2019 FIRE SPRINKLER FIRE O1/14/2019 FIRE SPRINKLER PW-WAT-REV Fees Fee Description Notes Amount Fire Sprinkler System Commercial NFPA 13/13R $5,901.41 Processing/Technology $25.00 Fire System Plan Review Table 4-1 3rd Revision Fee $100.00 Fire System Plan Review Table 4-1 $100.00 Credit Card Service $183.79 Total $6,310.20 Attached Letters Date Letter Description 05/02/2019 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 06/25/2019 Wayne Williams 75888364 iTransact CC $6,126.41 06/25/2019 75888364 CC Surcharge Raelynn Jones $183.79 Outstanding Balance $0.00 Notes Date Note Created By: 03/28/2019 Revised plans received 3/28/19.Sent to Safebuilt Raelynn Jones 03/11/2019 Revised plans received 3/8/19.Sent to Safebuilt 3/11/19 Raelynn Jones O1/16/2019 Plans sent to Safebuilt Raelynn Jones O1/14/2019 All plans and mechanical details located in CED department Raelynn Jones Uploaded Files Date File Name 09/27/2021 9771203-2353 IC 4.23.2020.pdf 09/27/2021 9771204-2353 IC 3.19.2020.pdf O1/15/2020 6113487-2353 1-15-2020 IC.pdf O1/02/2020 6046023-2353 12-6-19IC.pdf 01/02/2020 6046024-2353 12-23-19 IC.pdf 06/26/2019 5252561-2353 Signed permit.pdf O1/14/2019 4405996-2353 Cedar Point Fire Sprinkler Application.pdf